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Bay Meadows Development - Saratoga Drive
CONCAR DR. h BAY MEADOWS DEVELOPMENT SARATOGA DRIVE - STATION 79+00 TO 92+00 rn ct SAN MATEO COUNTY EXPO CENTER KEY MAP NOT TO SCALE CITY OF SAN MATEO, SAN MATEO COUNTY, CALIFORNIA PROJECT AREA EL CAMINO REAL MAY 1999 CONTRACT 4D-1 BAY MEADOWS RACE COURSE NORFOLK ST. 'GA18 31VOSI1IH '3 CURTISS ST. PACIFIC BLVD. THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION MC SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT . BKF ENGINEERS ANTHONY J. R.C.E. 42155 RECORD DRAWING SHEET INDEX DESCRIPTION TITLE SHEET LEGENDS AND NOTES ROADWAY SECTIONS LAYOUT PLAN ELEVATION PLAN CONSTRUCTION DETAILS UTILITY PLAN AND PROFILE SIGNING AND STRIPING PLAN LIGHTING / JOINT TRENCH PLAN TRAFFIC SIGNAL PLAN TRAFFIC SIGNAL / STREET LIGHTING DETAILS TRAFFIC SIGNAL DETAILS LANDSCAPING NOTES AND LEGENDS LANDSCAPING LAYOUT PLANS PLANTING PLANS LANDSCAPING DETAILS IRRIGATION PLAN IRRIGATION PLAN DETAILS CALIFORNIA WATER SERVICE COMPANY PHASE 2 LAYOUT PLANS CALIFORNIA WATER SERVICE COMPANY SPECIFICATIONS CALIFORNIA WATER SERVICE COMPANY STANDARD DETAILS JOINT TRENCH COMPOSITE STREET LIGHTING & PRIVATE SECONDARY PLAN PACIFIC GAS & ELECTRIC ELECTRICAL SUBSTRUCTURE PLAN TELEPHONE CONDUIT PLAN PACIFIC GAS & ELECTRIC GAS MAIN EXTENSION STREET LIGHTING PHOTOMETRIC PLAN SAN MATEO COUNTYWIDE STORMWATER POLLUTION PREVENTION PROGRAM ENGINEER'S STATEMENT DRAWING NO. T-01 T-02 XS -01 HZ -01, HZ -02 G-01, G-0 CD -01 TO UT -01, UT - S -01, S-02 LT -01, LT -02 TR-01, TR-02 DE -01 DE -02 L-0 L-1, L-2 P-1, P-2 D-1, D-3 1-1, 1-2 ID -1 TO TO TO 4 1 2 TO 5 TO 4 TO 1 TO 1 TO 1 TO 2 TO 1 THESE IMPROVEMENT PLANS HAVE BEEN PREPARED BY ME OR UNDER MY DIRECTION IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICE. AN i': Y J. GSCHWE R.C.E. #21552 BRIAN KANGAS FOULK RIN f'AL 10.1.99 DATE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED BY ME OR UNDER MY DIRECTION IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICE. 7(7799 BENNETT CHUN DATE R.C.E. #56486 BRIAN KANGAS FOULK GEOTECHNICAL ENGINEER APPROVAL THESE IMPROVEMENT PLANS HAVE BEEN REVIEWED AND FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH THE GEOTECHNICAL REPORT REQUIREMENTS. CHRISTOPHER D. TRUM6ilJLL DATE R.C.E. #53710 HARZA ENGINEERING COMPANY CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT: 2 & z 1 THESE PLANS HAVE BEN CHECKED FOR COMPLIANCE HIRIHI SIIUILC. SEC. 23.40 AND TIE APPLICABLE CONDrflONS OF APPROVAL FOR PLANNING APPLICATIOI&k 5 5 -a v 7 . ENGPEEFING MD DESIGN RS4AN8 TIM BOLE RESPONSIBLITY OF THE LICENSED CIVL ENG a SIWt4G THESE PLANS. By CONSTRUCTION ISSUE VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DATE C°/ 4 l ti i to (o 0 cn x w < a Q 0 CO CO w I I 0 0 N N FE CD 03 DO a 3 \\ 0 0 0 0 d w 10 10 uDixcoco I w a 0 J w w 0 U) 0 0 IC cw Q m 0 0 + N a) 0 I- 0 v) ti z 0 H N U) i w E 0 IC 0 cc Q Q co CALIFORNIA z 0 H Q CITY OF SAN C 0 a d t3 0 z a Date MAY 1999 Scale NONE a H W A C • 0 L L Approved AJG Drawing Number T-01 1 OF 21 3-18-2 t.Y RA�ti San Mateo Countywide Stormwater Pollution Prevention Program Qs General CDnstruction & Site Supervision Advance plannit g prevents pollution "Schedule exca ration and grading activities for dry weather perio is. To reduce soil erosion, plant tempo- rary vegetation or place other erosion controls before rain begins. /Locate and pry 4tect storm drains in the vicinity of the site with berms or filters during wet weather periods. "Control the an count of runoff crossing your site (especially during excavation) by using berms or tempo- rary or permani :nt drainage ditches to divert water flow around the site. Reduce stormwater runoff velocities by constructing te: nporary check dams or berms where appropriate. "Train your employees and subcontractors. Make these brochure: available to everyone who works on the construction sil e. Inform subcontractors about the new stormwater reqrirements and their responsibilities. Good housekeep, ng practices if Designate one completely contained area for auto parking, vehic le refueling, and routine equipment maintenance. ' ['he designated area should be well away from streams o : storm drain inlets, and bermed if neces- sary. Make maj or repairs off site. ✓Keep material a out of the rain — prevent runoff contamination at the source. Cover exposed piles of soil or construe don materials with plastic sheeting or temporary roof s. "Keep pollutants off exposed surfaces. Place trash cans and recycling r :ceptacles around the site to minimize litter. "Dry sweep pat ed surfaces that drain to storm drains, creeks, or chan eels. If pavement flushing is necessary, use silt ponds c r other techniques to trap sediment and other pollutant: . "Clean up leak, drips and other spills immediately so they do not cot Laminate soil or groundwater or leave residue on pay( :$21 surfaces. Use dry cleanup methods whenever poss. ble. If you must use water, use just enough to keef the dust down. "Cover and mF intain dumpsters. Check frequently for leaks. Place du npsters under roofs or cover with tarps or plastic sheet ng secured around the outside of the dumpster. A ph stic liner is recommended to prevent leakage of liqu ds. Never clean out a dumpster by hosing it dowt t on the construction site. "Make sure portable toilets are maintained in good working order by the leasing company and that wastes are disposed of properly. Check toilets frequently for leaks. Materials/waste handling "Practice sourc 3 reduction — minimize waste when you order mat arials. Order only the amount you need to finish the jot . "Use recyclable materials whenever possible. Arrange for pick-up of recyclable materials such as concrete, asphalt, scrap r fetal, solvents, degreasers, cleared veg- etation, paper, r Dck, and vehicle maintenance materials such as used of , antifreeze, batteries, and tires. "Dispose of all wastes and demolition debris properly. Many construe ion materials and wastes can be recycled, including solve Its, water -based paints, vehicle fluids, broken asphalt and concrete, wood, and cleared vegeta- tion. Materials and debris that cannot be recycled must be taken to an appropriate landfill or disposed of as hazardous was. e. Never bury waste materials or leave them in the street or near a creek or stream bed. San Mateo Countywide Stormwater Pollution Prevention Program Program Participants: Atherton, Belmont, Brisbane, Burlingame, Colma, Daly City, East Palo Alto, Foster City, Half Moon Bay, Hillsborough, Menlo Park, Millbrae, Pacifica, Portola Valley, Redwood City, San Bruno, San Carlos, San Mateo, South San Francisco, Woodside, County of San Mateo. Pollution Prevention —It's Part of thPlan It is your responsibility to do the job right! Runoff from streets and other paved areas is a major source of pollution in local creeks, San Francisco Bay and the Pacific Ocean. Construction activities can directly affect the health of our waters unless contractors and crews plan ahead to keep dirt, debris, and other construction waste away from storm drains and creeks. Following these guidelines will ensure your compliance with local stormwater ordinance requirements. Remember, ongoing monitoring and maintenance of installed controls is crucial to proper implementation. Heavy Equipment Operation Site planning and preventive vehicle maintenance ✓Designate a completely contained area of the construc- tion site, well away from streams or storm drain inlets, for auto and equipment parking, refueling, and routine vehicle and equipment maintenance. ✓ Maintain all vehicles and heavy equipment. Inspect fre- quently for and repair leaks. ✓ Perform major maintenance, repair jobs, and vehicle and equipment washing off site. ✓ If you must drain and replace motor oil, radiator coolant, or other fluids on site, use drip pans or drop cloths to catch drips and spills. Collect all spent fluids, store in separate containers, and recycle whenever possible, or dispose of fluids as hazardous waste. Do not use diesel oil to lubricate or clean equipment or parts. I Recycle used vehicle batteries. clean up spills immediately when they happen ✓ Never hose down "dirty" pavement or impermeable surfaces where fluids have spilled. Use dry cleanup meth- ods (absorbent materials, cat litter, and/or rags) whenever possible. If you must use water, use just enough to keep the dust down. ✓ Sweep up spilled dry materials immediately. Never at- tempt to "wash them away" with water, or bury them. Use as little water as possible for dust control. ✓ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ✓ Report significant spills to the appropriate spill response agencies immediately. You are required by law to report all significant releases of hazardous materials, including oil. To report a spill, call the following agencies: 1) Dial 911 or your local emergency response number, 2) Call the Governor's Office of Emergency Services Warning Center, (800) 852-7550 (24 hours). Earth -Moving Activities During Construction /Remove existing vegetation only when absolutely neces- sary. /Seed or plant temporary vegetation for erosion control on slopes or where construction is not immediately planned. /Protect downslope drainage courses, streams, and storm drains with hay bales, temporary drainage swales, silt fences, berms or storm drain inlet filters. ✓Use check dams or ditches to divert runoff around excava- tions and graded areas. ✓ Cover stockpiles and excavated soil with secured tarps or plastic sheeting. ✓ Properly monitor and maintain all erosion and sediment controls. I Properly report failures of erosion and sediment controls to the local stormwater authority. General Business Practices ✓ Schedule excavation and grading work for dry weather. 'Perform major equipment repairs away from the job site. /When refueling or when vehicle/equipment maintenance must be done on site, work within a completely bermed area away from storm drains. ✓ Do not use diesel oil to lubricate or clean equipment or parts. Rittch for soil and ponded groundwater that may be con- taminated. If any of these conditions are observed, test for contamination and contact the Regional Water Quality Control Board: • Unusual soil conditions, discoloration, or odor • Abandoned underground tanks • Abandoned wells • Buried barrels, debris, or trash. Roadwork & Paving F resh Concrete Painting & Application & Mortar Application of Solvents & Adhesives I Develop and implement erosion/sediment control plans for roadway embankments. I Schedule excavation and grading work for dry weather. I Check all equipment for leaks and repair leaking equipment promptly. I Perform major maintenance, repairs, and washing of equip- ment away from the construction site. I When refueling or vehicle/equipment maintenance must be done on site, designate a completely contained area away from storm drains and creeks. I Do not use diesel oil to lubricate or clean equipment or parts. I Recycle used oil, batteries, concrete, broken asphalt, etc. whenever possible. ✓ Train employees in using these best management practices. During Construction ✓ Avoid paving and seal coating in wet weather, or when rain is forecast before fresh pavement will have time to cure. ✓ Cover and seal catch basins and manholes when applying seal coat, slurry seal, fog seal, etc. I Use check dams, ditches, or berms to divert runoff around excavations. I Never wash excess material from exposed- aggregate con- crete or similar treatments into a street or storm drain. Col- lect and recycle, or dispose to dirt area. ✓ Cover stockpiles and other construction materials with plastic tarps. Protect from rainfall and prevent runoff with temporary roofs or plastic sheets and berms. ✓ Catch drips from paver with drip pans or absorbent material (cloth, rags, etc.) placed under machine when not in use. ✓ Clean up all spills and leaks using "dry" methods (with absorbent materials/rags), or dig up and remove contami- nated soil. ✓ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. J Avoid over -application by water trucks for dust control. Asphalt/Concrete Removal I Avoid creating excess dust when breaking asphalt or con- crete. I After breaking up old pavement, be sure to remove all chunks and pieces from the site. I Make sure broken pavement does not come in contact with rainfall or runoff. I Protect nearby storm drain inlets during saw -cutting. Shovel or vacuum saw -cut slurry deposits and remove from the site. ✓ Never hose down streets to clean up tracked dirt. Use dry sweep methods. General Business Practices ✓ Both at your yard and the construction site, always store both dry and wet materials under cover, protected from rainfall and runoff. Protect dry materials from wind. J Secure bags of cement after they are open. Be sure to keep wind-blown cement powder away from gutters, storm drains, rainfall, and runoff. I Wash out concrete mixers only in designated wash -out areas in your yard, where the water will flow into containment ponds or onto dirt. Let concrete harden and dispose of as garbage. Whenever possible, recycle washout by pumping back into mixers for reuse. Never dispose of washout into the street, storm drains, drainage ditches, or streams. During Construction I Don't mix up more fresh concrete or cement than you will use in a day. J Set up and operate small mixers on tarps or heavy plastic drop cloths. ✓ When cleaning up after driveway or sidewalk construction, wash fines onto dirt areas, not down the driveway or into the street or storm drain. I Prevent aggregate wash from driveway/patio construction from entering storm drains. Hose aggregate wash onto dirt areas and spade into dirt. ✓ Place hay bales or other erosion controls downslope to capture runoff carrying mortar or cement before it reaches the storm drain. ✓ When breaking up paving, be sure to pick up all the pieces and dispose properly. I Recycle large chunks of broken concrete at a landfill. I Dispose of small amounts of excess dry concrete, grout, and mortar in the trash. I Never bury solid or hazardous waste material. Storm drain polluters may be liable for fines of up to $25,000 per day! Handling Paint Products I Keep all liquid paint products and wastes away from the gutter street, and storm drains. Liquid residues from paints, thinners, solvents, glues, and cleaning fluids are hazardous wastes and must be disposed of at a hazardous waste collection facility (contact your local stormwater program). Painting cleanup ✓ Never clean brushes or rinse paint containers into a street, gutter storm drain, or stream. ✓ For water -based paints, paint out brushes to the extent possible. Rinse to the sanitary sewer once you have gained permission from the local wastewater treatment authority. Never pour paint down a drain. ✓ For oil -based paints, paint out brushes to the extent pos- sible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids and residue as hazardous waste. Paint removal I Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. I Chemical paint stripping residue and chips and dust from marine paints or paints containing lead or tributyl tin must be disposed of as hazardous wastes. I When stripping or cleaning building exteriors with high- pressure water, block storm drains. Wash water onto a dirt area and spade into soil. Or, check with the local wastewater treatment authority to fmd out if you can collect (mop or vacuum) building cleaning water and dispose to the sanitary sewer. Sampling of the water may be required to assist the wastewater treatment authority in making its decision. Recycle/reuse leftover paints whenever possible. I Recycle or dispose of excess water -based paint at a household hazardous waste collection facility, or use up. When they are thoroughly dry, empty paint cans, used brushes, rags, and drop cloths may be disposed of as gar- bage in a sanitary landfill. I Reuse leftover oil -based paint. Dispose of excess liquid, including sludges, as hazardous waste. if Small quantity generators should check with the San Mateo County Environmental Health Division regarding recycling or hazardous waste disposal. I Unopened cans of paint may be able to be returned to the paint vendor. Check with the vendor regarding its "buy- back" policy. Landscaping, Gardening, and Pool Maintenance I Protect stockpiles and landscaping materials from wind and rain by storing them under tarps or secured plastic sheeting. I Store pesticides, fertilizers, and other chemicals indoors or in a shed or storage cabinet. I Schedule grading and excavation projects for dry weather. I Use temporary check dams or ditches to divert runoff away from storm drains. I Protect storm drain inlets with hay bales, berms, filter mats or other inlet protection measures. ✓ Revegetation is an excellent form of erosion control for any site. Landscaping/Garden Maintenance ✓ Use up pesticides and follow label directions. Rinse con- tainers, and use rinsewater as product. Dispose of rinsed containers in the trash. I Dispose of unused pesticides as hazardous waste. ✓ Collect lawn and garden clippings, pruning waste, and tree trimmings. Chip if necessary, and compost. ✓ Do not place yard waste in gutters. In communities with curbside yard waste recycling, leave clippings and pruning waste for pickup in approved bags or containers. Or, take to a landfill that composts yard waste. I Do not blow or rake leaves, etc. into the street. Pool/Fountain/Spa Maintenance I Never discharge chlorinated pool or spa water to a street or storm drain. ✓ When emptying a pool or spa, let chlorine dissipate for 5 to 7 days. Then recycle water by draining it gradually onto a landscaped area, or drain the dechlorinated water to a storm drain. ✓ Chlorinated water may be to discharged to the sanitary sewer (if allowed by the local sewage treatment authority) by running a hose to a utility sink or sewer pipe cleanout junc- tion. ✓ Do not use copper -based algaecides. Control algae with chlorine or other alternatives to copper -based pool chemi- cals. Copper is harmful to aquatic life and cannot be completely removed by the sewage treatment plant. AS BUILT 3-18-2 I •IsIts\NI S, i 7 1-3" CATV 1 ii Fir -7 I� BLDG. 3 1-3' CA 11-4 TEL II 1 BLDG. 4 U.S. 101 WAYNE WA Y JPI SITE 1- - DAVID STREET BLDG. 2 JPI SITE BLDG. 7 OJ PARKING STRUCTURE BLDG. 1 BLDG. 6 CAN SARATOGA DRIVE BLDG. 2 BLDG: 4 FRANKLIN TEMPLETON SITE MIXED -USE SITE 3-2" CA BLDG. 3 BLDG. 5 CATV 4 4' TEL CATV 2-2" CATV PARKING STRUCTURE SAN MATEO COUNTY EXPO CENTER HOTEL SITE t 1 RESTAURANT SITE NORFOLK ST SARATOGA OR VE '8 _RAILROAD EL CAMINO REAL KEY MAP NOT TO SCALE THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. RECORD DRAWING Cr) Brian Kcngc_; ,� CURTISS ST. 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'�9 `V +� E!> 4R9 1 3 44i Q>l 9 q,A 46J 4y �� .. -�._.. _ -__ _ .. 1 v 141 so < 4, G 4 '400 ,, VISITOR et 4 1� 4� a a , 9 f �� .44.1 4 — — — — — ACCESS 9 % 2 'a a s [4 44 4 4b, THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J. R.C.E. #2155 DATE RECORD DRAWING 4; Lb 4 44 40 0 20 40 80 (A'MAT ) 1 RICH = 40 tT. THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. EKE ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. \* RECORD DRAWING 40 0 20 40 80 (Finn) IINCH = 40 ft DATE PHOTOMETRIC CALCULATION BY: DONALD R. PELLETIER HOLOPHANE LIGHTING REPRESENTATIVE J NOTES: STATISTICS REGARDING ILLUMINATION LEVELS: LIGHTMETER: PERPENDICULAR — AREA:1 PTS 0.C.:10 AVG: 0.94 MIN: 0.12 MAX: 3.13 AVG/MIN: 8.09 MAX/MIN: 26.84 U.I.: 51 THE LIGHTING LEVELS COMPLY WITH CITY OF SAN MATEO LIGHTING STANDARDS OF 1.00 FOOT CANDLE MINIMUM, AND 4 TO 1 UNIFORMITY AT THE TRAFFC SIGNAL INTERSECTIONS, AND OS AVERAGE WITH A 4 TO 1 UNIFORMITY THROUGHOUT THE PROJECT ROADWAYS, WITH THE TRAFFIC SIGNAL INTERSECTIONS OMMITTED. THE ENTIRE PROJECT WITH ALL INTERSECTIONS IS 0.94 AVERAGE WITH A 8 TO 1 UNIFORMITY. 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GIUSTI .Job 97-120 PHO T OME TRI CS i � Y z Wa.1 f N W Z W Y G I (A 3 om W 41( o 0 THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON NFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS NFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE NCORPORATED HEREIN AS A RESULT. rn 0) Q N ti (11 a Io r w 0) 0 N CD Cu CS) C- C- 0 O r, ,n D 0 It CONSTRUCTION NOTES 1. P.G.& E. STANDARD PRACTICE "SPECIFICATION FOR TRENCHING BY APPLICANT" GAS OPERATIONS (75-94), DATED 4/1/80 IS TO APPLY TO ALL TRENCHING, BACK FILLING AND INSTALLATION WORK. 2. THE CONTRACTOR IS RESPONSIBLE TO HAVE ALL INSTALLATIONS INSPECTED AND APPROVED BY THE RESPECTIVE UTILITY COMPANY, MUNICIPALITY, OR SOILS ENGINEER PRIOR TO ANY BACK FILLING. (48 HOUR NOTICE) 3. SHOULD A DISPUTE OR DISAGREEMENT OVER ANY INSTALLATION, DESIGN, PLAN, OR DRAWING OCCUR THE SPECIFICATIONS AND REQUIREMENTS OF THE INDIVIDUAL UTILITY COMPANY AND THEIR INSPECTOR SHALL TAKE PRECEDENCE. 4. GIACALONE DESIGN SERVICES, INC. ASSUMES NO RESPONSIBILITY FOR THE QUALITY, QUANTITY OR TIMING OF WORK BY CONTRACTOR, UTILITY COMPANY CONSTRUCTION CREWS OR OTHER SUBCONTRACTORS TO THE DEVELOPER. 5. THE DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED TO BE COMPLEMENTARY TO ONE ANOTHER. ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS SHALL BE CONSIDERED OF LIKE EFFECT AS IF APPEARING IN BOTH, CONTACT GIACALONE DESIGN SERVICES, INC. PRIOR TO START OF WORK IF A DISCREPANCY IS FOUND. 6. CONSULT PARTICIPATING UTILITIES, SOILS ENGINEER, AND THE CITY FOR APPROVED BACK FILL MATERIAL. COMPACTION TO MEET LOCAL AGENCIES REQUIREMENTS. 7. CONTRACTOR WILL COMPLY WITH ALL LAWS, ORDINANCES AND REGULATIONS. CONTRACTOR SHALL BE FAMILIAR WITH O.S.H.A. INDUSTRIAL ORDERS AND SHALL CONDUCT HIS WORK ACCORDINGLY. WHEN WORKING ENERGIZED EQUIPMENT, THE UTILITY OWNER SHALL BE NOTIFIED TO SUPPLY THE APPROPRIATE MAN POWER AND SAFETY PRECAUTIONS AS NEEDED THE CONTRACTOR IS RESPONSIBLE FOR PUBLIC SAFETY AND TRAFFIC CONTROL MEASURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POINTS OF ACCESS THAT ARE AGREEABLE TO ADJACENT LAND USES AND TENANTS AT ALL TIMES. 9. GIACALONE DESIGN SERVICES, INC. ASSUMES NO RESPONSIBILITY FOR THE PROJECT CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE PROJECT AND SITE PRIOR TO SUBMITTING HIS BID. 10. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE LOCATIONS, BASED UPON RECORD DATA MADE AVAILABLE BY P.G.& E. TELEPHONE, CAN, IMPROVEMENT PLANS AND CITY RECORDS. GIACALONE DESIGN SERVICES, INC. ASSUMES NO RESPONSIBILITY FOR THE INFORMATION SHOWN. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE PRECISE LOCATION OF ALL UNDERGROUND FACILITIES. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) (1-800-642-2444) AT LEAST 48 HOURS PRIOR TO START OF WORK. 11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF CONSTRUCTION WITH THE RESPECTIVE UTILITY AGENCIES, ALLOWING 48 HOURS PRIOR TO THE NEED FOR INSTALLATIONS. 12. THE CONTRACTOR SHALL NOTIFY DEVELOPER 48 HOURS PRIOR TO THE NEED FOR SURVEY STAKING. THE CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF ALL CONSTRUCTION STAKING SET BY THE DEVELOPERS SURVEYORS AND WILL BE BACK CHARGED FOR ANY RE -STAKING THAT IS REQUIRED. 13. ALL LENGTHS SHOWN ON THESE PLANS ARE ESTIMATES. FINAL QUANTITIES SHALL BE BASED ON WHAT WILL BE NEEDED TO COMPLETE THIS PROJECT. DUE TO CHANGES, ADDITIONS, DELETIONS OR OMISSIONS FINAL QUANTITIES MAY VARY. 14. THE CONTRACTOR IS RESPONSIBLE TO PROTECT IN PLACE ALL EXISTING FACILITIES. EXCAVATION MAY BE REQUIRED OVER, UNDER OR ADJACENT TO EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE TO LOCATE, EXPOSE AND PROTECT ALL EXISTING FACILITIES. THE CONTRACTOR IS RESPONSIBLE TO BID THE WORK BASED ON THE REVIEW OF THE IMPROVEMENT PLANS IN CONJUNCTION WITH THESE PLANS. 15. SHOULD A CONFLICT ARISE BETWEEN FACILITIES SHOWN ON THESE PLANS AND IMPROVEMENT PLANS FOR THIS PROJECT, THE IMPROVEMENT PLANS SHALL TAKE PRECEDENCE. CONTACT GIACALONE DESIGN SERVICES, INC. (510 516-8990) IF A PROBLEM SHOULD OCCUR. 16. ALL TRENCHES, CONDUITS, AND BOXES ARE SHOWN SCHEMATICALLY. 17. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AS -BUILT DRAWINGS AFTER INSTALLATION OF P.G.& E. GAS AND ELECTRIC SYSTEMS PRIOR TO HOT TIE-INS. 18. ALL TRANSFORMERS AND TRANSFORMER PADS ARE TO BE INSTALLED PER P.G. & E. SPECIFICATIONS. PROTECTIVE BOLLARDS ARE TO BE PLACED WHERE NEEDED. LABOR & CONSTRUCTION RESPONSIBILITIES JOINT TRENCH TRENCHING: EXCAVATE, BACKFILL AND COMPACT GAS MATERIAL: SUPPLY INSTALL ELECTRIC CABLE: SUPPLY INSTALL ELECTRIC CONDUIT: SUPPLY INSTALL ELECTRIC SPLICE BOXES: EXCAVATE SUPPLY INSTALL ELECTRIC TFMR. ENCLS: EXCAVATE SUPPLY INSTALL ELECTRIC EQUIP. ENCLS.: EXCAVATE SUPPLY INSTALL ELECTRIC TRANS. PADS: GRADE SUPPLY INSTALL ELECTRIC SWITCH PADS: GRADE SUPPLY INSTALL TELEPHONE CONDUIT: SUPPLY INSTALL TELEPHONE CABLE: SUPPLY INSTALL TELEPHONE SPLICE BOXES - EXCAVATE SUPPLY INSTALL TELEPHONE INTER PADS: GRADE SUPPLY INSTALL CAN CONDUITS: SUPPLY INSTALL CAN SPLICE BOXES: EXCAVATE SUPPLY INSTALL U W WOW I I z i,i l I l 43ci 0- z a-dH-U88 ea 00000 00000 0118 X STREET LIGHTING SYSTEM SUPPLY INSTALL CONDUIT: SUPPLY INSTALL BASES: LUMINAIRES: SPLICE BOX: POLES: 4 00 00 00 00 00 00 P.G. & E. RATE SCHEDULE: LS -2A INSTALL IN JOINT TRENCH: V V. INSTALL IN SEPARATE TRENCH: ADDITIONAL NOTES: CALL BEFORE YOU DIG TWO DAYS BEFORE YOU DIG CALLU SATOLL FREE 800 642-2444 J LEGEND —EX .0— EXISTING TRENCH AND UTILITIES ♦- PROPOSED DISTRIBUTION TRENCH PROPOSED SERVICE TRENCH 13" x 24" P.G.& E. SPLICE BOX 17" x 30" P.G.& E. SPLICE BOX 24" x 36" P.G.& E. SPLICE BOX 3'0" x 5'O" P.G.& E. SPLICE BOX (depth 4'6" x 8'6" P.G.& E. SPLICE BOX (depth 3'0" x 5'0" x 4'6" SUBSURFACE TRANSFORMER ENCLOSURE PADMOUNTED TRANSFORMER PADMOUNTED FUSED SWITCH GAS TIE-IN HOLE (size as shown) as shown) as shown) T U.O.N. EXISTING PRIMARY SPLICE BOX EXISTING SECONDARY SPLICE BOX JOINT POLE TELEPHONE SPLICE BOX (size as shown) C.A.T.V. SPLICE BOX (size as shown) METER PEDESTAL PROPOSED ELECTROLIER EXISTING ELECTROLIER IRRIGATION CONTROLLER FIRE HYDRANT UNLESS OTHERWISE NOTED / P.G.& E. �+. \ / PACBELL N � \ CA �+ \ /N X 11111•1•11•1111 11•11•1•11•10 1) CONTRACTOR TO EXCAVATE TRANSITIONS FROM MAIN -LINE TRENCH TO VAULTS AS REQUIRED BY EACH UTILITY. 2) TRANSITIONS NOT SHOWN ON COMPOSITE DRAWING FOR CLARITY. 3) CONTRACTOR TO INCLUDE COST OF TRANSITIONS IN VAULT EXCAVATION COSTS. TRANSITION DETAIL (TYPICAL) N X Y 09 iP gr10 "A" BEND PRIMARY BOX SIZE 3' x 5' 4'-6" x 8'-6" z JOINT TRENCH - DISTANCE (when conduit enters "A") 24' 7' 5' 24' 11' 7' BEND IS 60' RADIUS WITH AN ANGLE OF 10'. USE 2-5 COUPLINGS WITH 1-5' CONDUIT SECTION FOR EACH BEND SHOWN. PRIMARY BOX SIZE DISTANCE (when conduit enters "B") ..B„ BEND ,.X.. ..y„ Z.. 3' x 5' 32' 7' 5' 4'-6" x 8'-6" 32' 11' 7' BEND IS 30' RADIUS WITH AN ANGLE OF 15'. USE 3-5 COUPLINGS WITH 2-2 1/2' CONDUIT SECTIONS FOR EACH BEND SHOWN. TYPICAL P.G.&E. PRIMARY BOX EXCAVATION USING CONDUIT R/W I R/W VARIES 100' R/W VARIES 3' 1 SARATOGA DRIVE STA 48+65± TO 71+80± STA 81 +60± TO 87+80± TYPICAL STREET SECTION NOT TO SCALE VARIES 100' 3' I 1 TYPICAL JOINT TRENCH LOCATION VARIES 1 TYPICAL JOINT 1±16 TRENCH LOCATION SARATOGA DRIVE STA 71+80± TO 92+00± TYPICAL STREET SECTION NOT TO SCALE R/W I I SECTION G T CS POTHER A* X X X X X B* X X X X C* X XX X D* X X X X E* X X X F* X X X G* X X X H* X X I XXX J X X K X X L X X M XXXX N XX X 0 X XX P X X X Q X X R X X S X X T X U X V X W X * THESE SECT MAY NOT CONTAIN ONS SECONDARY MAY OR MINIMUM COVER AND CLEARANCES Minimum space from G T CS P Minimum Cover G (Gas) 6" 6" 12" 12" 24"; 30" in street T (Telephone) 6" 0" 0" 12" 24"; 30" in street C (C.A.T.V.) 6" 0" 0" 12" 18" S (Elect. Secondary) 12" 0" 0" 6" 24'; 30" in street P (Elect. Primary) 12" 12" 12" 6" 30"; 36" in street TS! (TRAFFIC SIGNAL INT.) 12" 12" 12" 0" 6" 30"; 36" in street P.G.&E. APPROVED NATIVE BACKFILL MATERIAL P.G.&E. APPROVED IMPORT BACKFILL MATERIAL* 1 I VARIES* 16" MIN. PER P.G.&E.* T VARIES 1 T4" MIN. SAND BED MINIMUM BACKFILL REQUIREMENTS *JOINT TRENCH CONTRACTOR SHALL COMPLY WITH LOCAL GOVERNING AGENCIES' STANDARDS AND SPECIFICATIONS THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERWED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. RECORD DRAWING CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT- 7,'•''i THESE PLANS HAVE BEEN CHECKED FOR COMPLIANCE WITH S.NN.C. SEC. 29.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNING APPLICATION 7$ -dam- / . ENGINEERING AND DESIGN REMANS THE SOLE RESPONSIBILITY OF THE LICENSED CIVIL ENGINEER SIGHING THESE PLANS. DATE VI -4 I E f /Date 3-26-99\ Scale NONE Drawn R. LAY Ck'ed by P.M. A. GIUSTI Job 97-120 Lai U) a I II - W 0 0 0 3 0 Q W 2 m se O N 4 Y m CALIFORNIA REVISIONS BY: Sheet 4, ♦ Qt 5 Sheets 97-120 DATE LAST WORKED ON: 3-26-99 RDL AS BUILT 3-18-2 1999 STATION TIM N F:\P\97 jobs 100 thru 170\97-120\GIAC-120.dwg Thu Nov 11 1 U 0ro N in IXED PROPOSED M USE SITE — PROPOSED S S.5 Y� �! CONDOMINIUMS AND APARTMENTS 0 —z lJ 46, RAH ob'} 8& . d —2 4' kfi t m 2 x x V3-20' x H9-17' ° W9= f9' 145' 57+00 SARATOGA DRIVE H5-13'1 H10 H7-67' W U Q a_ 0_ A20.. x-114' A20 A21-39' __a- 59+00 H8-18' CC CAD a 138' 4'6"x 8'6"x 6' PRI CI LJ© 80"x 88" PMH-6 PAD 4'6"x 8'6"x 6' PRI RETAIL 414 A17-- - --96' A T J A 57' ik 90+00 + 91+00 VISITOR H6-36' ACCESS CV 035 "9l x„9£ x"bZ H,9-OVd 210113VdV0 "89 x"09 H 9- OW N3W80JSNVM1 Z9 x"O9 �.. 40I —FH OVd 6-HWd .89 x„08 4'6"x 8'6"x 6' PRI crD w L C] "9-9V -� Lie �a. gisv W — I VI Lair 114 93+ -. J w Q IX 8 S 8 9' .. 8 + 5) 3) I NOTES: 1) FIELD ADJUST SERVICE CROSSINGS TO MINIMIZE INTERFERENCE WITH EXISTING FACILITIES (TYP). 2) FIELD ADJUST SPLICE BOXES TO KEEP CLEAR OF SIDEWALK AND EXISTING FACILITIES (TYP). TRANSITION TO VAULTS FROM TRENCH NOT SHOWN, SEE TRANSITION DETAIL ON SHEET 1. 4) INCIDENTAL TRENCHING TO SPLICE BOXES NOT SHOWN (TYP). CONTRACTOR TO PROVIDE ADDITIONAL TRENCHING AS REQUIRED FOR CONDUIT ROUTING TO SPLICE BOXES AND CABINETS (TYP). CONTRACTOR TO INSTALL CONDUIT PER RESPECTIVE UTILITY DRAWINGS. 40 20 40 80 (INFEEr) 1 INCH = 40 FT. 1/4 t71' 'IDARY :ESS La z I- W I VV) SINGLE FAMILY RESIDENCES 'C a 1 Da CD 1U � to WAYNE WAY SINGLE FAMILY RESIDENCES Iv I n /� 3. Cap to 0saa STUB FOR FUTURE 419-5' TOWN HOMES BABSON WAY G59' 5-48, _ .. A31 73, r BD+00 - - B1to0 - A33=46' - .___.. M 82+00 1118-2811) p H10-12' 135' H H 70' H 19 f 2� W10 PRIMARY ACCESS 0 80"x88" PMH-6 PAD 4'6"x 8'6"x 6' PRI U W O n u_ m cc) x _x Z x N� 00 THIS RECORD DOCUMENT HAS BEEN PREPARED BASE) ON INFORMATION PROVIDE) BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY SE INCORPORATED HEREIN AS A RESULT. RECORD DRAWING C1-19' a a kra CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT. 9 c-cr" THESE PLANS HAVE BEEN CHECKED FOR COMPLIANCE WITH S.M.M.C. SEC. 23.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNING APPLICATION: 9 0 n - ENGINEERING AND DESIGN REMAINS THE SOLE RESPONSIBILITY OF THE LICENSED CIVIL ENGINEER SIGNING THESE PLANS. BY: DATE: I// Iz-!ys COND OpoS.L� OMINIC MILD S AND A. 4 _ - -1f X>p _. 145' SA R44 $8>>8G I—\ ■ ■ ■ a a ■ • -� KUL I IVI'U 40 0 20 40 80 (nvFEET ) 1 INCH = 40 FT. 11‘(ate 3/8/99 Scale AS SHOWN Drawn R. LAY Ck'ed by P.M. A. GIUSTI Job 97-120 TRENCH COMPOSITE CONTRACT 4D1 = W J D Q n. U) zQ W Y I az 0— W m 0 0 0 Lid m CALIFORNIA SAN MATEO REVISIONS BY: / FE D RDL REVISIONS PER 2. PACBELL 10/22/99 Sheet 2 %e 5 Sheets 97-120 DATE LAST WORKED ON: 10-22-99 TLW AS BUILT 3-18-2 5) 1) NOTES: FIELD ADJUST SERVICE CROSSINGS TO MINIMIZE INTERFERENCE WITH EXISTING FACILITIES (TYP). 2) FIELD ADJUST SPLICE BOXES TO KEEP CLEAR OF SIDEWALK AND EXISTING FACILITIES (TYP). TRANSITION TO VAULTS FROM TRENCH NOT SHOWN, SEE TRANSITION DETAIL ON SHEET 1. 4) INCIDENTAL TRENCHING TO SPLICE BOXES NOT SHOWN (TYP). CONTRACTOR TO PROVIDE ADDITIONAL TRENCHING AS REQUIRED FOR CONDUIT ROUTING TO SPLICE BOXES AND CABINETS (TYP). CONTRACTOR TO INSTALL CONDUIT PER RESPECTIVE UTILITY DRAWINGS. / 3) 40 0 20 40 80 (IN FEET) 1 INCH = 40 FT. 40 0 20 40 80 (IN FEET) 1 INCH = 40 It 01 N T 40 10 3 0 N '-. 4 H CD O 1 L C- O N .O O -DI n Y m nameinsae• 70700 { I 1 7 4 71+00 17"x 30"x 18" SEC EX. 4'6"x 8'6"x 6* PRI P If1 I I E. PRIMAR• r ROBBING Ito LOCAT AT THISIONAPPR MATE % . s —i r 74+00 .20 J f t48' 76+00 . 4'6"x 8'6"x 6 I RESIDENCE "x 8'6"x 6' PR c* 127' - 000 i48i-894 A88 -22r-- 77+00 I ---SARA co 78+00 V cs, �e. cc tO .001.3 SSogM � 1f�5 0i— PRIMARY ACCESS CONTROLLED SECO ACCESS FUTURE GOO RPORATD•N YARD FIESTA GARDENS W11 8 W5-8' PRIMARY ACCESS THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J. R.C.E. #2155 RECORD DRAWING T1 17'' SECONDARY-- ACCESS __._ r W m Ss 40 0 20 40 (IN FEET) 1 INCA = 40 Ff. CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT• nett! THESE PLANS HAVE BEEN CHECKED FOR COMPLIANCE WITH SJkM.C. SEC. 23.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNING APPLICATION JS -."-/ . ENGINEERING AND DESIGN REMAINS THE SOLE RESPONSIBILITY OF THE LICENSED CIVIL ENGINEER SIGt*IG THESE PLANS BY: 71+00 D i r -- rn DATE %e -trig f nommeimiair 760' -I , - 80 • CAUTION EL PM! AT THIS _LOL`i1TI0) PERU AC( /Date 2/2/99 Scale AS SHOWN Drawn R. LAY aced by P.M. A. GIUSTI Job 97-120 JOINT TRENCH COMPOSITE M I ii. I- Z 0 0 I _ J W � 0 0 aI I ain I C2 Z Q W aa 0 !Y W W 0 3 0 0 a W I >- 0 Z CC 0 J 0 SAN MATEO REVISIONS BY: Sheet 3 5 Sheets 97-120 DATE LAST WORKED ON: 2/2/99 RDL AS BUILT 3-18-2 NOTES; 1) FIELD ADJUST SERVICE CROSSINGS TO MINIMIZE INTERFERENCE WITH EXISTING FACILITIES (TYP). 2) FIELD ADJUST SPLICE BOXES TO KEEP CLEAR OF SIDEWALK AND EXISTING FACILITIES (TYP). 3) TRANSITION TO VAULTS FROM TRENCH NOT SHOWN, SEE TRANSITION DETAIL ON SHEET 1. 4) INCIDENTAL TRENCHING TO SPLICE BOXES NOT SHOWN (TYP). CONTRACTOR TO PROVIDE ADDITIONAL TRENCHING AS REQUIRED FOR CONDUIT ROUTING TO SPLICE BOXES AND CABINETS (TYP). 5) CONTRACTOR TO INSTALL CONDUIT PER RESPECTIVE UTILITY DRAWINGS. 54+00 S. I L_ La SARATOGA i Of it DRIVE "U! 1 tJ CONTROLLED SECONDARY ACCESS FIESTA GARDENS 19TH AVEN HANNEL 3/41 60+00 1 67+00 CONTROL ACCESS SAN MATE® COUNTY EXPO CENTER 40 0 20 40 80 (IN FEET I INCH = 40 FT. Sn 4 RELOCATE EX. ELEiTROLIER O1 m U) N ti N 3 O N U H (.7 O 0.1 rn 0 C - CT. 0 U) 0 0) PACIFIC BLVD. ECTROLIER T VD. RELOCATE EX. E ECTROLIER TCHUHE — SEE LE (/n rn rn �G .N0 $ PLEASE REFER TO PG&E DRAWINGS •+ / FOR SECONDARY FEED LOCATION 81' W5 1 W8 W17-15'§ M �CD • tY K n C•� 0 CD it I L THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J. WE DATE R.C.E- #2155 RECORD DRAWING FIESTA GARDENS 19TH AVENUE CHANNEL W r 64+00 4- 63+00 57+1 t_k SARATOGA . it DRIVE L_ CONTROLLED ACCESS 40 0 20 40 80 CITY OF SAN MATEO DEPT. OF PUBLIC WORKS (tNFEET) 1 INCH = 40 FT. RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT- 9 9-r7 THESE PLANS HAVE BEEN CHECKED FOR COMPLIANCE WITH S.AIM.C. SEC. 23.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNING APPLICATION: . ENGINEERING AND DESIGN REMAINS THE SOLE RESPONSIBILITY OF THE LICENSED CIVIL ENGINEER SIGNING THESE PLANS. B.12 DATE: 7,2-1 4 j w 1 LfieL lz !U i S ONDARY it CONTROLLED ACC SAN MATE E X P C C E Y V UN'Y /Date 2/11 /99 Scale AS SHOWN Drawn R. LAY Ck'ed by P.M. A. GIUSTI Job 97-120 TRENCH COMPOSITE CALIFORNIA SAN MATEO REVISIONS BY: Sheet 4 5 Sheets 40, J 97-120 DATE LAST WORKED ON: 2/11/99 RDL AS BUILT 3-18-2 \P\97 jobs 100 thru 170\97-120\Ts.dwg Tue Jun 08 11:52:20 1999 STATION JODY 24" NATIVE 42" PAVED 33" NATIVE 50PAVED AREAS 24" NATIVE 42" PAVED U) m 0 D O z * 33" NATIVE 50" PAVED AREAS 24" NATIVE 42" PAVED U) m r =i s O �_ 33" NATIVE 50' PAVED AREAS 24" NATIVE 42" PAVED 33" NATIVE 50" PAVED AREAS 24" NATIVE 42" PAVED U) m 0 0 -z 01 33" NATIVE 50 PAVED AREAS 24" NATIVE 42" PAVED U) rn 0 DO _z 1 • 33" NATIVE 50'" PAVED AREAS 24" NATIVE 50' PAVED AREAS ..PR; tS 1ilt 1101 h;u T N m m m 0 C Z m C 1 m m U) m en 0 0 0 N -i z 0 rn rn 0 010— r— z rn c w CM r U) rn 0 c 1‘)- rn cm C, 10 r Z -n c w Cn m 0 v' 0 r Z TI CA- rn N 0 0 0 rZ m rn rn N c 4s O rz 50" PAVED AREAS 50" PAVED AREAS 24" NATIVE U) rn 0 04 O0 0 z r- 50 PAVED AREAS 50'" PAVED AREAS PAVED AREAS 24" NATIVE 50" PAVED AREAS 24" NATIVE 42" PAVED I 33" NATIVE J 50" PAVED AREAS 24" NATIVE 42" PAVED 50 PAVED AREAS 24" NATIVE 50 PAVED AREAS 24" NATIVE 50 PAVED AREAS 24" NATIVE 50 PAVED AREAS 24" NATIVE 42" PAVED 50 PAVED AREAS U) rn 0 N --I a) O r- 54"' PAVED AREAS U) m 0 CO —1 co 0 rZ rn 0 rn 56 PAVED AREAS 30" NATIVE 42" PAVED 30" NATIVE 42" PAVED 42 NATIVE 54 PAVED AREAS 30" NATIVE 42" PAVED 54 PAVED AREAS 30" NATIVE 52" PAVED AREAS 30" NATIVE 54" PAVED AREAS 24" NATIVE 52" PAVED AREAS 12" 1_224" NATIVc I 42" PAVED I 50" NATIVE 2, 68" PAVED AREAS 52 PAVED AREAS 24" NATIVE 52 PAVED AREAS 24" NATIVE 42" PAVED 33" NATIVE 50 PAVED AREAS 24" NATIVE 42" PAVED 33" NATIVE 50 PAVED AREAS 0 CO • 0 Cn 0 ND 0 cri 0 Ul rri 0 • 0 04 rn Z cn 0 rz 12" 24" NATIVE 42 " PAVEr 54 " NATIVE 72 PAVED AREAS 12" 424" NATIVc, 42 " PAVED 70" PAVED AREAS NATIVc I 42" PAVED 70' PAVED AREAS 12" 1424" NATIVc, I 42" PAVED 70" PAVED AREAS I 42" PAVED 70' PAVED AREAS I 42" PAVED 70 PAVED AREAS 30" NATIVE 54 PAVED AREAS 30" NATIVE 54" PAVED AREAS 30" NATIVE 42" PAVED 52 PAVED AREAS 30" NATIVE 42" PAVED 42" NATIVE 54" PAVED AREAS 30" NATIVE 54 PAVED AREAS 30" NATIVE 42" PAVED 58 PAVED AREAS 46 NATIVE JOINT TRENCH COMPOSITE 0 ND 4s 0 ND C71- 0 0 rn 0 rn on o Co o Cm 70 PAVED AREAS 24" NATIVE 42" PAVED 70 PAVED AREAS 72 PAVED AREAS rz , 24" NATIVE PAVED 70' PAVED AREAS 12 " 24" NATIVc_ I 42 " PAVED co 0 70 PAVED AREAS 42" PAVED 72" PAVED AREAS 42" PAVED 0 72" PAVED AREAS 42" PAVED 54" NATIVE 72 PAVED AREAS 12" 24" NATIVE 42" PAVED rn Co 72' PAVED AREAS 12" ,24" NATIVc 42" PAVED cn co 72 PAVED AREAS 12" 1_424" NATIVL I 42" PAVED rn 4s 0 72" PAVED AREAS 12" 24" NATIVE 72" PAVED AREAS I 42" PAVED Cri 70" PAVED AREAS 12" 1_4 24" NATIVE. I 42" PAVED 0 24 " NATIVE 42 " PAVED 72 PAVED AREAS 12" _24" NATIVc 42" PAVED 74 PAVED AREAS 42" PAVED 70" PAVED AREAS 12" 24" NATIVc 42" PAVED 72" PAVED AREAS 42" PAVED 76 PAVED AREAS 12" . 24" NATIVc 42" PAVED 70 PAVED AREAS 12" 1424" NATIVc I 42" PAVED 54" NATIVE 68 PAVED AREAS 12" 1. 224" NATIVE, I 42" PAVED 72" PAVED AREAS 12" J4" NATIVE r42" PAVEr 74 PAVED AREAS 12" 1_424" NATIVc, I 42" PAVED 72" PAVED AREAS I 42" PAVED 54" NATIVE 72 PAVED AREAS z SVO 3"8Cd cn o PG &E ELECTRIC SKETCH LAST 0 po ,co 0). 04( 0 wit rn 73 - r— cn in 71 0 2D 0 m 0 'S3anional. sa 1S 30 -0 rThrri cn CO M CO 0 Z r— • mo I t ul BAY MEADOWS DEVELOPMENT - PHASE II SAN MATEO CALIFORNIA DES IGN S ERVICES, IN C. P. O. BOX 724 ANTIOCH, CA 94509 (925) 756-0800 FAX (925) 756-0806 to rn co to " d o j o 9 / r I 1 5 ; ' ' s s . ' ? " A P . ; R T N O T I I C P R � T T T I O N ( S i t N O R M 1 1 R , a s 4 P f e s O R - - _ _ c f ' S t a ��J c t / N N N s e i d N g r N N N N N , T A L L Q Q ' R E ( I B U R T R L P I R S T I C I N S T : i ( R Y I C � S P E R G A S T A N O R R ' ' O S A 9 0 - A 9 P . _ 2 A 9 ! A 9 1 . 1 - R $ 3 - R 9 3 . 1 i t 0 - 2 1 I N S T A L L P L R S T I C M R I N 8 S E R V I C E I N S E R T S P E R G A S S ; T R N O A R O S 0 . 1 - 8 9 0 . 3 A l l . 2 - R 9 3 = 8 9 3 1 2 0 - 2 1 k s N " L G t N O 0 E X I S T I N G M A I N P R O P O S E D , M A I N P R O P O S E D S E R V I C E P R O P O S E D 5 L B Z I N C A N O D E P R O P O S E D E T S F O R L O C A T I N G P ��' I 1 1 s p f Y ` ' S N \ l ��4 ' ; < �� / \ I , \ / N N ��/ P N P ��/ / ` 1 / / �� ) N T H I S R E C O R D D O C U M E N T H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D B Y O T H E R S . B K F E N G I N E E R S H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N A N D S H A L L N O T B E R E S P O N S I B L E F O R - A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D H E R E I N A S A R E S U L T . B K F E N G I N E E R S A N T H O N Y J . R . O . E . # 2 1 5 5 R E C O R D D R A W I N G F O R E M A N N O T E : S D R O F 4 ' P L A S T I C P I P E �� 1 I . 5 O R 1 1 1 3 . 5 ; - O t i N ` N N N N N N T E S T A l 1 0 0 - 1 1 0 P S 1 1 F O R 0 P L A S T I C P I P E D A T A T B - 1 1 8 S T O R E D I t / C O W E R E D S I Z E ; U A P R T � A C T U R E O f O A J E O F ' M A N U F A C T L R i E T R U E N O R T H R E C A P P O S E T O I N S T A L L P O S E T O I N S T A L L P G B E T O I N S T A L L P O S E T O I N S T A L L 3 0 9 3 ' O F 4 ' P L H P G A S M A I N 8 1 ! O F 2 ' P L H P G A S M A I N S T U B 1 5 0 5 ' O F 2 ' P L H P G A S S E R V I C E I N C L U D E 2 7 3 ' O F 2 ' P L H P G A S S E R V I C E S T U B C O N S T 8 / I C T / O N N O T E S : / ) A P P L T O T R E N C H S B A C K F / L L ( T R E N C H T O B E J O I N T U N L E S S ' N 2 ) A P P L T O D O F O R M B A N D C O M P O S I T E 3 ) P O S E T O I N S T A L L M A I N S S E R V I C E P I P E S D O T I E - I N S 4 J E A C H P A R T Y I N T R E N C H / S R E S P O N S I B L E F O R D E S I G N P R O V I S I O N S I N S T A L L A T I O N O F T H E I R O W N F A C I L I T I E S . A P P L I C A N T T O I N S T A L L A L L E L E C T R I C S U B S T R U C T U R E S 5 ) A L L G R A D I N G I P A V I N G T O B E P R O V I D E D B Y D E V E L O P E R . 6 ) D E V E L O P E R T O S T A K E P R O P E R T Y L I N E S A N D S H O W F I N I S H E D G R A D E P R I O R T O I N S T A L L A T I O N l L l N N O O T C S o _ _ / k S A L L S O O ( c T . r U S I O N C O U P L / N ; - C O D ( E r ' ; E N D P R O P O S E D 4 ' P Z H P G A S M A I N R P P R O V E 0 B y G M 1 0 0 1 7 0 7 S U P V . 8 A U T I S T A D S t N . P G L E O W N , J 1 4 1 4 5 K I Z T I . R C M 7 0 �� M A I N E X T E N S I O N B A Y M E A D O W S D E V E L O P M E N T S A R A T O G A D R 8 H I L L S D A L E B L V D S A N M A T E � P A C I F I C G A ' S A N D E L E C T R I C C O M P R S A N t = p P l \ I r c r n C c n T r n W m r o PLAN Wed Feb Z fn 8-4 T PROPOSED MIXED USE SITE CONDOMINIUMS AND APARTMENTS ro a ti 6-47 D SARATOGA DRIVE 7-47 - ACCESVISITOR - i S W Cr 0 L 8-47 RETAIL 4-47 • A 6-47 4'6"x 8.6'x 6'6'D La Z 10-4 N W N J C 2 • 40 0 20 40 ( A' ') I INCH = 40 FT. 40 0 20 40 80 (IN FRET) I INCH = 40 FT. NOTE FOR BID PURPOSES ONLY NOT FOR CONSTRUCTION I THI RECORD DOCUMEN- HIS. BEEN PREPARED BASED ON I SUMMON RIIROVIOJED BY OTHERS. F. BJGIN 0.5 HAS NOT V IF E��Ij THE ACGURLACY AND/OR CO�.IPLEtENESS OF HI� INFORMATION U S ALL NOT BE RESPONSIBLE FtR IAIPY *RORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS ;A RESULT 1KF ENGINEEthS I I ; RE ORD': DRAWING ii ANTHONY J. R.C.E. #2155 DATE SINGLE FAMILY RESIDENCES 1 z Q 3 SINGLE FAMILY RESIDENCES 2-47 3-47 4'8'x 8'6 x 6'6rD TEL TOWN HOMES CITY OF SAl 6' ATEO REL$ .4SED FOR CONSTRUCTION SITE 5fVIELOPMENT PERMIT- -le' '9 DEPT. OF PUBUC WORKS THESE PLANS RAVE BEEN CHEMED FOR COMPLIANCE WITH SSLM.C. SEC. Y349 AND TIE APPLICABLE COMMONS OF APPROVAL IORi, PUNNING APPLICATIOM ry Ti'/ ENGINEERING AND DESIGN REMAINS THE SOLE RESPONSIBILITY OF TIE LICE :CIVL. ENGINEER SIGNNG THESE PLANS. BY: DATE 7o-7 4"9 11-47 SARATOGA DRIVE CONTROLLED SECONDARY ACCESS 9-47 SECONDARY ACCESS I PRIMARY ACCESS /'. 1/11/991 Ike AS SHOWN D►Bm, R. LAY ck'ed by PM R. LAY Job 97-120 CALPFORNIA i TELEPHONE Z 1 2 3 4 5 6 7 8 9 10 TYPICAL CAPACITOR PAD ORDERING INFO: ASSOCIATED CONCRETE CODEIO40164 SEE E.S.DWG1066197 82' r8' 19'-}-fi-}-12 FRONT OF PAD TYPICAL PMH-6 PAD SEE ES.DWG#053318 FOR DIMENSIONS RtiE SCE 0 0 0 $;* 000 000 %CDC 51E TYPICAL PMH-9 PAD SEE ES.DWGj053318 FOR DIMENSIONS 0 0. 0 0 0 0 $;;$ 0 0 0 0 0 0 TOSONEsT SOE 72' INSTALL =1 crt • P n P2 P3 P4 sv LEGEND 41. 3 APO TO P016 PADj1 3.2t0t0 TO PW6 PAD/7 Fil w/3/1100 aL er 2105 TO P1/16 PrOf7 DESCRIPTION 1w6"COND.D8120 (5804 FT.) • 1w6"COND.DB120 (12KV R-200)(1987 FT.) 3w2"COND.DB120 (80 FT.) 3w3"COND:DB120 ..(296 FT.) 1 w4"COND.DB120 (822 FT.) 1w2"COND.DB120 (SVC TO IRRIG.&;TRAFFIC). 4. EX.VACANT 1w6"CONDUIT 13"x24"x26"D.SPL.BOX 4'6" X 8'6" PRIMARY BOX (14 EA) CAPACITOR PAD ( 2 EA.) PMH6 PAD ( 6 EA.) PMH-11 PAD (1 EA.) PADMT. J -BOX (1 EA.) RISER DETAIL'N' 4'6'x8�d. TO C 10 011•CPIA . *-2102 EX.DETNL'O" 4'6x8'6x60 VoCTICRA FUT211E ONC. 103 Al 22X# ON E9 -O826) 10 1 SpOP3a NVE- r- DETAIL' 1ircCOND DEUXYm 4'6x86 x60 1.4':010 TO TO POLE RISER 1.6COND TO OETALY %MOO TO roar NM. TO LETAA.1' VAX EX.1.4'IA • 1/O Al 22XY *-1143 (AM ON ED-OSOB) EX.DETAJL'P' 4'6'x8'6x60 DEIAIL'L' 4`6x8'6'x6d. 1.43010 TO TO KWIC 101010 To I'm oar 3.3'COlO TO PW6 P/Oj6 3.2'CO10 To PW6 PAD16 3.3tatm m PW6 Rmj6 1.6TOO 10 oEraLl' 14' C 10 fir TO P2-10' Q oar PP P3-10' 283' COAX THIS DRAWING SUPERCEDES ANY PREVIOUSLY ISSUED DRAWING REV#6 5 13/99 PUN DEIMLI(' 4.6x8'6€0 3■SC0t0 TO PMH6 PADj3 1.61X%0 TO� DEtAiTr 1.6':00 TO DETAIL' T.6.0:1010 I EEIAIJ' OETAIT 10 3strOX TO DETAll1' 064.6. 1.6':010 To DETAI'J' 1.6:010 TO DERIC DETACH' 4'6'x8.6'x6'd t1.6C010TO DEIALT 287 `428' 'Kw Its CZ, rm. 276' PEnRap ( f) P3 PW poi -10' -10' WWIFOR RUC DEIAIL'J'I 1.61:010 10 4'6x8'6 i6'd. 1.6 co10 lO DETAIX TO 1.4101010 mar 1.61010 TO OETaLY 3.3':010 TO PW6 PAOµ 352t010 TO fi R1416 255' 0 4 1.63010 TO MKT 1.6csN0 TO DETAIL t 7 rat DEFNLY 4'618'6x64 GENERAL NOTES 3v2T0t8 TO PYH6 PAW - 3.31:00 TO P046 PADj3 I I P3-10 130 a 1.6'COND 10 DETAI 224' 200' DEGtr f m 1.6:010 TO mar 1. CUST TO TRENCH & INSTALL ALL CONDUITS & SUBSTR'S AS SHOWN. 2. CUST SHALL CONFORM TO SPEC'S AS OUTLINED IN E$.#062288, #062000, #066197, j053318 & #01$380. 3. MIN.BEND RADIUS = 36" MIN.COVER = 36" 4. ALL CONDUITS & SUBSTR'S SHALL BE INSPECTED. CALL 598-7369 FOR.APPT. DETAJL'G' 4'6x8'6x l TATORD DETAIL'F' 4.6x8.6`x6'd, DETAIL'C' 4'6x8 rk totem beCEND DEW t'm P2-10�1IIIIT+++++� o PW PAD/2 u 7 at- � 10 1.6':010 TO DEW( DETAIL'S' 4 6- - DETa1.A' /3\ 1.6:x0 m Ear 3d'COND To PW6 Pep Mtn TO RA46 PAD/2 DETNL'D' 1.4'COND TO 4.6186'16'd CAPBCPADI2 ••••\ • know y P11116 PAW ray P4 -1O � 80XX THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF 'ENGINEERS HAS NOT VERIFIED THE 'ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J. R.C.E. #2155 RECORD DRAWING DETAIL'S'. 3 wtY POE J-BDX cp-Crat IveCOND TO 1.Ibn210 TXPAO I 1 1.1't010 TO (MK) PW PADj1 P2-10' i 189' EMT P3-10' .I P4-28' 401, `*, ••••"". , RISER QUAD. 3.3":010 TO 141116 POT ri) JUN :.. 4 1999 J BRIAN KANGAS FOULK REDWOOD CITY 0 0 V1 0 z W W S In O x V) cc c va L.1 W t1 W F W CC S 0 6 5, YO V a 4 W V W ta W W W 1: V W a I I a v I 3 8 O 2 • at so n Cn Cip n co cm to ---1== === r---======ira====r=======1========r========= ------1 L IM I I 111404 7_ AS BUILT 3-18-2 /Date 4-28-99N scale AS SHOWN Drawn R. LAY aced by 7 jobs 100 thru 170\97-120\GIAC-120.dwg Mon May 10 15:10:37 1999 1CUIT X12® CIRCUIT #1 « 54+00 CIRCUIT /2« SARATOGA DDRIVE z r CONTROLLED SECONDARY a ACCESS I SAN MAT EXP FIESTA GARDENS C C E N NUE CHANNEL CIRCUIT CIRCUIT N2« �✓/ 57400 CONTRO UN ACCESS CIRCUIT . 2 CIRCUIT :2 «CIRCUIT #2 CIRCUIT CIRCUIT #2 40 0 20 40 80 PACIFIC BLVD. 40 0 20 40 80 (INFERT) 1 INCH = 40 FT. RELOCATE EX. ELE6ITROLIER -4 P1 P1 -4 RELOCATE EX. E6CTROLIER A TCNLINE - SEE R%Gl\T VD. RELOCATE EX. ELECTROLIER CHUNE - SEE LE a r _I rn rrl N 1/0 TPX IN 2" CONDUIT mit rem 03 tx O N CIRCUIT 51+00 CIRCUIT :1 CIRCUIT ; 2 Sn CIRCUIT THIS RECORD DOCUMENT HAS BEEN PREPAREDR, BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS NFORMA AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPOATED HEREIN AS A RESULT. RECORD DRAWING CIRCUIT 2 CIRCUIT CIRCUIT 2 (UvFEET ) 1 INCH = 40 F7. LEGEND 2" PVC -40 w/2 #8 CU & #10 GRND (U.O.N.) 2" PVC -40 W/4 #8 CU & #10 GRND (U.O.N.) 2" PVC -40 W/4 #6 CU & #8 GRND (U.O.N.) 2" PVC -40 W/4 #4 CU & #6 GRND (U.O.N.) G 4 e ,yo+ PLEASE REFER TO PG&E DRAWINGS A+ FOR SECONDARY FEED LOCATION A CIRCUIT 1 CIRCUIT ; 1 CIRCUIT , 2 CIRCUIT CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT- 9 tn./ THESE PLANS HAVE BEEN CHECKED FOR COMPLIANCE WITH S.MM.C. SEC. 23.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNING APPLICATION: b' "dti . ENGINEERING AND DESIGN REMAINS THE SOLE RESPONSIBILITY OF THE UCENSED CIVIL ENGINEER SIGNING THESE PLANS. DATE: ?fr1-7Ctf FIESTA GARDENS 19TH AVENUE CHANNEL Lai CIRCUIT #2O SARATOGA 9 DRIVE CIRCUIT #2 CONTROLLE CONDARY ACCESS r SAN M EXP E C CENT CIRCUIT CIRCUIT f2< 57+, CONTROLLED ACC UNC Y ER PM. A. GIUSTI Job 97-120 & PRIVATE SECONDARY PLAN STREET LIGHTING a w d Li- I 1.9 * U ce i— z U I = = O LA_ tsi N N _C, a. z I Y ►- z z Lxw L m 0 J W 0 U) O a < W I z m REVISIONS BY: Sheet 4 /V4 4 Sheets l 97-120 DATE LAST WORKED ON: 4-28-99 RDL AS BUILT 3-18-2 5) NOTES: 1) FIELD ADJUST SERVICE CROSSINGS TO MINIMIZE INTERFERENCE WITH EXISTING FACILITIES (TYP). 2) FIELD ADJUST SPLICE BOXES TO KEEP CLEAR OF SIDEWALK AND EXISTING FACILITIES (TYP). 3) TRANSITION TO VAULTS FROM TRENCH NOT SHOWN, SEE TRANSITION DETAIL ON SHEET 1. 4) INCIDENTAL TRENCHING TO SPLICE BOXES NOT SHOWN (TYP). CONTRACTOR TO PROVIDE ADDITIONAL TRENCHING AS REQUIRED FOR CONDUIT ROUTING TO SPLICE BOXES AND CABINETS (TYP). CONTRACTOR TO INSTALL CONDUIT PER RESPECTIVE UTILITY DRAWINGS. 40 0 20 40 80 (IN FEET) I INCH = 40 FT. R CIRCUIT IN 4' CONDUIT 70100 B CIRCUIT {IO 71+00 CIRCUIT ,1 O - CIRCUD j#1O CIRCUIT 11 PRIMARY ACCESS FUTU n E 40 0 20 40 • 80 (IN FEET) I INCH = 40 FT. 0) a 0l 0 IL) �-4 01 3 N U -I CD CD 1 1 01 0 O 0 n O Xi CIRCUIT 2 LEGEND 2" PVC -40 W/2 #8 CU & #10 GRND (U.O.N.) 2" PVC -40 W/4 #8 CU & #10 GRND (U.O.N.) 2" PVC -40 W/4 #6 CU & #8 GRND (U.O.N.) 2" PVC -40 W/4 #4 CU & #6 GRND (U.O.N.) 350 TPX IN 4' CONDUIT -SS SARATO CONTROLLED SECON ACCESS C 0RpoaATO0N YARD N SS RESIDENCE '% /Date 4-28-99' CIRCUIT 2 FIESTA GARDENS SARATOG CIRCUIT 2 CIRCUIT CIRCUIT 1 1/0 TPX IN 2' CONDUIT Ea 0 O PRIMARY ACCESS RECORD DRAWING THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. CIRCUIT 1 350 TPX IN 4' CONDUIT 70+00 I CIRCUIT #1_0 40 0 20 40 (IN FEET) 1 INCH = 40 Fr. CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT. 9 t: Lyf THESE PLANS HAVE BEEN CHECKED FOR COMPLIANCE WITH SSIALC. SEC. 23.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNING APPLICATION J` 8 DID / . ENGINEERING AND DESIGN REMAINS THE SOLE RESPONSWILITY OF THE LICENSED CIVIL ENGINEER SIGNING THESE PLANS. BY: 71+00 I CIRCUIT ; 1 80 SS DATE 7%'f-1 ( t MS. ammtiese w I 'arm N I CIRCUIT #1O • B 0 k CIRCUIT # PRIP AC( Scale AS SHOWN Drawn R. LAY P.M. A. GIUSTI Job 97-120 STREET LIGHTING & PRIVATE SECONDARY PLAN M o I— 4 O U — Y W N O Q L - I I a. Q Iz I— a Z I aQ 0 o r 0 CA O 0 4 W W CALIFORNIA SAN MATEO REVISIONS BY: Sheet 3 J `ot 4 Sheets J 97-120 DATE LAST WORKED ON: 4-28-99 RDL AS BUILT 3-18-2 12 11: 36: 16 1999 0 37 jobs 100 thru 170\97-120\6IAC-120.d ♦ 78+00 VDARY— ESS r - SINGLE FAMILY RESIDENCES WAYNE WAY SINGLE FAMILY RESIDENCES W SS 1n TOWN HOMES N t � � Z O 62400 350 TPX IN 4" CONDUIT --PRIMARY---- ACCESS I LEGEND 2" PVC -40 W/2 #8 CU & #10 GRND (U.O.N.) 2" PVC -40 W/4 #8 CU & #10 GRND (U.O.N.) 2" PVC -40 W/4 #6 CU & #8 GRND (U.O.N.) 2" PVC -40 W/4 #4 CU & #6 GRND (U.O.N.) 64.00 2 ss V SARA T .4 RECORD DRAWING 40 0 20 40 80 (INFEETJ I INCH = 40 FT. CITY OF SAN MATEO RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT. fb^"' i THESE PLANS HAVE BEEN CHECKED FOR CO&PUANCE WITH S.M M.C. SEC. 29.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNING APPLICATION: 't 4L/ ENGINEERING AND DESIGN REMAINS TIE SOLE RESPONSIBILITY OF THE LICENSED CIVIL ENGINEER SIGNING THESE PLANS. BY: DATE: 7/nets THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON NFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFY THE ACCURACY AND/OR COMPLETENESS OF THIS NFORMA TION Alt SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREN AS A RESULT. DEPT. OF PUBLIC WORKS Date 4-28-9A Scale AS SHOWN Drawn It LAY CM'ed by PM, A. GIUSTI Job 97-120 STREET LIGHTING & PRIVATE SECONDARY PLAN I 1* I — U Q Z 0 I W Q a- I W I a 0 J W W 0 U) 3 0 0 Q W I MQ W Y D 0 I Q 0 Y I Z Q O m CALIFORNIA SAN MATEO REVISIONS BY: Sheet 2 / tOf 4 Bheete or No - 97 -120 DATE LAST WORKED ON; 4-28-99 RDL AS BUILT 3-18-2 1 Da1� 7-30-99 ELECTROLIER NOTES: 1. ALL MATERIAL AND WORKMANSHIP SHALL FULLY CONFORM WITH THE SPECIFICATIONS OF THE CITY OF SAN MATEO. 2. ELECTROLIERS ARE TO BE LOCATED NO CLOSER THAN 3' FROM THE EDGE OF DRIVEWAYS OR 5' FROM HYDRANTS. 3. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO INSTALL UNDERGROUND SERVICE FROM THE ELECTROLIER TO P.G. & E. SERVICE BOX AND TERMINATE CONDUIT AND WIRE IN BOX AS DIRECTED BY P.G. & E. 4. CONDUIT AND FITTINGS SHALL BE U.L. APPROVED. CONDUIT BELOW GRADE SHALL BE MINIMUM 2" SCHEDULE 40 P.V.C. U.O.N. MINIMUM RADIUS BENDS SHALL BE 18". USE RIGID STEEL METALLIC CONDUIT FOR ABOVE GROUND INSTALLATIONS AND FOUNDATIONS. (FOR CONDUIT DEPTH SEE DETAIL.) 5. CABLE TO BE A.W.G. NUMBER 8, (OR LARGER AS NOTED) 7 - STRAND COPPER, TYPE THHN OR APPROVED EQUAL. 6. CIRCUITS WITH TWO OR MORE ELECTROLIERS SHALL BE WIRED TO BALANCE THE LOAD. (SEE WIRING DIAGRAM.) 7. JUNCTION BOXES SHALL MEET THE REQUIREMENTS FOR STATE NUMBER 3 1/2 PULL BOX WITH COVERS. COVERS TO BE MARKED, "STREET LIGHTING" AND SECURED WITH BRASS HOLD DOWN BOLTS. 8. FUSE EACH POLE WITH WATER PROOF IN -LINE BREAK AWAY FUSE HOLDERS AND AT EACH ADJACENT JUNCTION BOX. 9. ALL SPLICES SHALL BE MADE IN HANDHOLES OR JUNCTION BOXES ONLY. ALL SPLICES MUST BE PER CAL -TRANS SECTION 86. 10. CONTRACTOR TO PLACE POLE NUMBERS ON ALL STREET LIGHT STANDARDS. ALL NUMBERS ARE TO BE IN ACCORDANCE WITH P.G. & E. STANDARDS. 4c-3 ED SYMBOL LIST STREET LIGHT ON TRAFFIC SIGNAL (BY OTHERS) PROPOSED SINGLE POST TOP ELECTROLIER 175 WATT MH DECORATIVE ELECTROLIER U.O.N. PROPOSED SINGLE POST TOP ELECTROLIER175 WATT MH DECORATIVE FI ELECTROLIER WITH 180' SOHO BI ACK SHIFT D WITH SCALLOP EDGES PROPOSED 17"x 30"x 18" SECONDARY BOX PROPOSED 24"x 36"x 18" SECONDARY BOX #3-1/2 SPLICE BOX W/ GROUND ROD & FUSE KIT ❑ #3-1/2 SPLICE BOX W/ GROUND WIRE & FUSE KIT • #3-1/2 SPLICE BOX POLE NUMBER METER PEDESTAL IRRIGATION CONTROLLER PROPOSED 2" PVC CONDUIT (U.O.N.) REFER TO PLANS FOR WIRE SIZE & GROUND PROPOSED SECONDARY CONDUIT REFER TO PLANS FOR CONDUIT & WIRE SIZE • FIRE HYDRANT @150D // // BBB- — a a U.O.N. UNLESS OTHERWISE NOTED A0 80 / STREETS WITH STREETS WITH MONOLITHIC CURB, PLANTER STRIP GUTTER & SIDEWALK TYPICAL STREET LIGHT CONDUIT ROUTING N.T.S. J O Fs WIRING DIAGRAM 2 BLACK BARE GROUND 2 -RED 11. REFER TO SHEETS 1 OF 5 & 5 OF 5 OF THE JOINT COMPOSITE FOR STREET LIGHT CONDUIT LOCATION. LEGEND 2" PVC -40 W/2 #8 CU & #10 GRND (U.O.N.) 2" PVC -40 W/4 #8 CU & #10 GRND (U.O.N.) 2" PVC -40 W/4 #6 CU 8c #8 GRND (U.O.N.) 2" PVC— 40 W/4 #4 CU & #6 GRND (U.O.N.) PACIFIC UTILITY PRODUCTS USP-M200-112CTB-120/240V-1PH-3W OR APPROVED EQUAL FOR BOLLARDS, ACCENT LIGHTS, IRRIGATION CONTROLLERS, & PUMPS FOR WATER DISPLAYS 31" 6" ALL SIDES 24 1 /2" x 8' GROUND 16" 24 METER PEDESTAL 200 AMP. 6" MAIN BREAKER UB PANEL CONTRACTOR'S TEST SWITCH 2" MIN. P.V.C. CONDUIT 2,500 P.S.I. CONCRETE r ANCHORAGE DETAIL TOP SECTION VEW 0 10.00 OPENING J ................. MONOLITHIC SIDEWALK 2'-6' SQUARE OR ROUND. J 5-6" I 4 d BASE OF POLE 4 4 • SWEET UGH11NG, 4 . 4 44• . 4 • .4 a 4 4 • 4 • 4 a A PERIMITER OF . FOUNDATION 4 4• 4. d dp 4• d4 • BOX LOCATION FOR MONOLITHIC WALK TOP SECTION VEW p. . • 4 4 :a. 4. 4 4 CO I BACK OF WALK J 43-7/8' 14' 1 / 1r FINIAL NOTE:_ SOME ELECTROIIERS REQUIRE A SOLID 180' BLACK SHIELD INTH SMALL SCALLOP EDGES. THEY MIL BE NOTED ON PLANS (SS) CATALOG/ WA-175MH-24-240-'A' (COLOR) -3-G-6 W/PHOTO CELL GLOBE GLOBE HOLDER (1) DUPEX WEATHERPROOF RECEPTACLE IN POLE 0 90' FACING THE SIDEWALK (13' FROM TOP OF GRADE) BANNER ARM TO BE MOUNTED TO THE SIDEWALK SIDE OF THE POST. THERE WILL BE PERMANENT INTERNAL THREADS TO ACCOMODATE A 24' LONG 1' DIAMETER ROUND RIGID PIPE W/ THREADED ENDS. ONE END MS ONTO THE STREET LIGHT POLE AND THE OTHER END FITS A THREADED DECORATIVE CAP (GOLD OR BRASS COLOR BALL). (CATALOG FOR BANNER ARM: BA24H-1-BO-E9/80-CA/CC ) f INSTALL PERMANENT CORD EYELET 4' BELOW THE UPPER BANNER ARM NORTH YORKSHIRE 14' POLE CATALOGI NY14C/17-CA/ 'A' (COLOR) /WPRT NOTES: 1) NORTH YORKSHIRE IN CATALOG I INDICATES TYPE POLE AND BASE MICH ARE ONE UNIT 2) 'A' IN CATALOG # IS FOR HOLOPHANE CUSTOM COLOR RAL 6004 (GREEN) 3) SHIELDS TO BE INSTALLED ON EAST SIDE OF SARATOGA DRIVE FROM STA 63+00 TO 87+00 311 DIA. FLUTED COLUMN CAST ALUMINUM) HOLOPHANE n,i. ina r 'WASHINGTON fl r' �T rrn ELECTROLIER QIIN%LE POST TOP WITH NORTH YORKSHIRE POLE i CONNECT GROUND ROD TO GROUNDING STUD AND CONDUIT GROUND CUPS. ANCHOR BOLTS, NUTS AND WASHERS TO BE HOT DIPPED GALVANIZED. c to CONSTRUCTION JOINT TO ALLOW ADJUSTMENTS OF LEVELING NUTS. CLASS 'B' CONCRETE. 4-1' x 40' ANCHOR RODS (DOUBLE NUTS ON WASHERS) CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONsTRUL-TION SITE DEVELOPMENT PERMIT- 3"," THESE PLANS HAVE BEEN CHECKED FOR COMPLIANCE MTH SIILNLC SEC. 23.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNING APPLICATION 75 s'-34 . ENGBEEIG AND DESIGN REMANS THE SOLE RESPONSIBILITY OF THE LICENSED CIVL ENGINEER SIGNING THESE PLANS. BY: 2'-6' SQUARE OR ROUND. RECORD DRAWING gie DATE 5 / &ter BASE COVER. ACCESS DOOR TOP C TO BE CLASS 'C' (4 SACK) THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BXF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. DUCT SEAL 11/2- P.V.C. CONDUIT. 18' MINIMUM UNDER SIDEWALK 24' MINIMUM IN PLANTER STRIP. 36' MINIMUM UNDER PAVEMENT. 42' MINIMUM UNDER THOROUGHFARE. CONDUIT SIZE: 1' MINIMUM OR #8 WIRE. 1 1/2' MINIMUM FOR #6 WIRE AND LARGER. 5/8" x101-0" COPPERWELD GROUND ROD OR 15'-O' #6 BARE COPPER GROUND WIRE COIL SECURE TO ELECTROIER GROUND CUP. WIRE COIL COVERED BY 2' OF SOIL PRIOR TO POURING CONCRETE FOUNDATION FOR STREET LIGHT J Scab NONE Drawn R. LAY Ck'ed by PM. P.GIACALONE Job 97-120 0 CD 0 Co 0 I GO In (--- ;FT N U oc a�x rnQ (f1 o W U= — U O z N Z 1` O CF W p N rn w 0 0- STREET LIGHTING & t/'1 Q 0 z W I 0 0 BAY MEADOWS J Q LI- 00 CD e z Q tY m CALIFORNIA 0 LL.I I— Q I z Q (n FEVISIONS BY: Rhea 1 01/4.1.1.4 111008 97-120 DATE LAST WORKED ON: 7-30-99 RDL AS BUILT 3-18-2 \840 Mans; 1. 2' SERVICE SHALL BE INSTALLED FOR ALL 1-1/2" METERS. 2. A SADDLE SHALL BE USED FOR ALL 2' SERVICES. 3. SEE DWO. CW848 POR ALTERNATE INSTALLATION WITH ADDITIONAL BALL VALVE ON CUSTOMER'S SIDE OP METER. SIDE VIEW METER BOX WHEN REQUIRED BY CWS COMPANY, PLACE BRICKS al TWO SIDES OF METER BOX FOR SUPPORT. (OR 2" x 4' PRESSURE TREATED LUMBER) A C D FRONT VIEW METER BOX Welgria USE THIS INSTALLATION ONLY FOR SERVICES LOCATED DIRECTLY ABOVE THE MAN. TAPPED AT TOP OF MAIN ?" SERVICE WITH 1-1/2" METER 2" SERVICE WITH 2" METER 45' SIDE TAPPED CONNECTION Q (For steel, ductile or coat iron pipe) R (For asbestos cement pipe) $ (For plastic pipe) MATERIAL REQUIREMENTS MATERIAL REQUIREMENTS PART DESCRIPTION PART DESCRIPTION A 2' ADAPTER C TO I.P.T. MALE STREAMLINE L METER FLG ADAPTER, FORD A67-2' MET.FLG.xi-1/2" MET.FLG. 8 CORPORATION STOP -MT MUELLER H-10003 1-1/2' CCx2" M.I.P., OR -FORD FB-800 1-1/2' CCx2' M.I.P. OR, JAMES JONES J-89 1-1/2' CC x 2" M.I.P. M BOX, METER: (FOR 2' AND 1-1/2" METER) 17" K 28" NOMINAL BROOKS CONCRETE /65 BOX WI /654 CONCRETE COVER & UD CHRISTY CONCRETE 865 BOX W/ 865E CONCRETE COVER & LID NOTE: CAST IRON COVERS REQUIRED IN TRAFFIC AREAS. C 2" ELL STD. BRASS 90' (F.I.P. x F.I.P.) 0 2" ELL STREET STD. BRASS 90' (F.I.P. x NIP.) N 1-1/2' NIPPLE STD. BRASS 0 1-1/2' METER, (BY CWS COMPANY) LENGTH 13" NOTE: DEVELOPER'S CONTRACTOR SHALL INSTALL SPACER IN PLACE OF METER, PER CWS CO.'S DIRECTION. E 2" TUBING COPPER, TYPE 'K', SOFT F 2' COUPLING C TO C STREAMLINE G 2' ELL C TO C STREAMUNE 90' P 1-1/2' METER TLC. (FLG. x F.I.P.) BRONZE W/ FULL FACE GASKET AND #304 STAINLESS STEEL BOLTS & NUTS H 2" BALL ANGLE METER VALVE - F.I.P. x METER FLANGE - FULL PORT MUELLER 8-24286, FORD BFA13-777W, JAMES JONES J-1974 W. Q SADDLE, MALLEABLE IRON. DOUBLE STRAP, MUELLER H-10500, FORD F202, JAMES JONES, ROCKWELL 'NFL I 2' NIPPLE STD. BRASS R SERVICE SADDLE, ALL BRONZE. DOUBLE STRAP, FORD 2028 SAES, OR JAMES JONES J-979, OR ROCKWELL INTERNATIONAL NO. 323, MUELLER H-16000. J 2" METER. (BY CWS COMPANY) LENGTH 17" NOTE: DEVELOPER'S CONTRACTOR SHALL INSTALL SPACER IN PLACE OF METER, PER CWS CO.'S DIRECTION. S SERVICE SADDLE, ALL BRONZE, JAMES JONES J-996, FORD METER BOX CO. S-90 STYLES, OR MUELLER %N-13400 SERIES K 2' METER FLG. (FLG. x F.I.P.) BRONZE WITH FULL FACE GASKET AND #304 STAINLESS STEEL BOLTS & NUTS. STANDARD 2" SERVICE CONNECTION FOR 2" METER OR 1-1/2" METER NOTES; 1. ALL PE PLASTIC PIPE REQUIRES NO. 12 AWG STRANDED COPPER WIRE - INSULATED (TYPE NW, THWN OR THHN) COLOR BLUE, TAPED TO PE PIPE AT LOCATIONS SHOWN AND EXTENDED INTO METER BOX. 2. SADDLES ARE REQUIRED ON ALL PVC C-900, PLASTIC, AC CLASS 100, STEEL, OR WROUGHT IRON PIPE. TRACER WIRE SPLICE - SEE DWG. CW-850 L (STEEL OR WROUGHT IRON PIPE) F (PVC -C-900 PLASTIC PIPE) N (AC CLASS 100 PIPE) 45° SIDE TAPPED IMPORTANT. USE THIS INSTALLATION ONLY WHEN METER BOX IS LOCATED DIRECTLY ABOVE THE MAIN. TAPPED AT TOP OF MAIN I 30" MIN. TRACER WIRE J TAPE 30"I MIN. 45' TYP. 1" SERVICE DETAIL -LONG SIDE E CUSTOMER'S PIPE DO NOT 115E PART C ON BOTH SIDES OF METER IF 1' METER IS INSTALLED. 1" SERVICE DETAIL -SHORT SIDE E ER'S DO NOT USE PART C ON BOTH SIDES OF METER IF I' METER IS INSTALLED. FRONT VIEW METER BOX WHEN REQUIRED BY CWS COMPANY, PLACE BRICKS ON TWO SIDES OF METER BOX FOR SUPPORT, (OR 2` x 4" PRESSURE TREATED LUMBER) MATERIAL LIST MATERIAL LIST PART DESCRIPTION PART DESCRIPTION A 1" ANGLE METER STOP, FLARE C x METER SWNEL NUT. MUELLER H-14255, OR FORD KV23-444W. OR JAMES JONES J-1525 C CORPORATION STOP, MUELLER MT H-10003 3/4" CCx1' M.I.P., OR FORD F-800-3 3/4' CCx I" M.I.P., OR JAMES JONES J-89 3/4' CC x 1' M.I.P. B METER: BY CWS COMPANY 5/8'x3/4' METER (USE FOR LOT SIZE < 10,000 SQ. FT.) LENGTH 7-1/2' I' METER (USE FOR LOT SIZE 10,000 SQ. FT. OR LARGER OR F REQ'D TO MEET CITY'S FIRE SPRINKLER ORDINANCE) LENGTH 10-3/4' la DEVELOPER'S CONTRACTOR SHALL INSTALL SPACER PVC SCHEDULE 80 NIPPLE IN PLACE OF METER. PER CWS CO.'S DIRECTION. H 1' ELL MUELLER H15530 C FLARED - IPT MALE, OR JAMES JONES J-1550 C FLARED - IPT MALE, OR FORD L-28-44 C FLARED - IPT KALE I 1" TURING, COPPER, TYPE K SOFT. J 1' PIPE PE PLASTIC, (PE 3408, PC 200, IDR 7) C METER ADAPTER, (CHANGES 5/8' x 3/4" METER TO 1' SPUD SIZE & LENGTH) FORD ADAPTER A24 K 1" COUPUNG, MUELLER H-15450 C FLARED-IPT FEMALE, OR, FORD OR. JAMESCJOES J1 -44C 1535 FLAREC D-SEED-IPT FEMALE D 3" METER 1' METER: wi0 FOR S/8' x /4 1' METER COUPLING (R.I.P. x METER SWIVEL NUT) MUELLER H-10890, FORD C38-44 OR JAMES JONES J-134 L SERVICE SADDLE. MALLEABLE IRON, DOUBLE STRAP, FORD METER BOX CO. OR, ROCKWELL INT'L., OR MUELLER CO., OR APAC PRODUCTS E BOX, METER: (FOR 5/8' x 3/4' AND 1' METERS) BROOKS /37 BOX WITH /375 CONCRETE COVER & LID. OR CHRIST( 9812 BOX WITH /8125 CONCRETE COVER & LID MQM CAST IRON COVERS REQUIRED N TRAFFIC AREAS. M 1UELLER H6 1" COUPLING, M FEMALE N SERVICE SADDLE, ALL BRONZE, DOUBLE STRAP. FORD 202B STYLES, OR JAMES JONES J-979, OR ROCKWELL INTERNATIONAL NO. 323 F SADDLE, SERVICE, ALL BRONZE, MUELLER 1113400 SERIES, OR FORD 590 STYLES. OR JAMES JONES J-996 SERIES CW STANDARD 1" SERVICE CONNECTION FOR 55R11 5/8" x 3/4" METER AND 1" METER 4' COVER CW 837R NOTE: All long side 1" services shall be placed in a common trench, except when the meter boxes are not located side by side at the property line. NOTE: Does not apply in Stockton, Livermore, and Salinas. COMMON TRENCH FOR TWO LONG SIDE 1" SERVICES (TRENCH 12'± WIDE) 12' MIN. FROM PIPE JOINT OR FITTING S FINISHED GRADE TYP. CURB METER BOX 1" PE PLASTIC PIPE IN ACCORDANCE WITH DWG. CW-555. FINISHED GRADE TWO 1" LONG SIDE SERVICES IN COMMON TRENCH WRAP WIRE WITH TAPE FOR PROTECTION FROM VALVE CASING EDGES. TAPE, (TYP) �11 1. CUT HOLE IN VALVE CASING APPROXIMATELY 12' FROM TOP OF COVER. 2. PULL LOOPED WIRE THROUGH HOLE AS SHOWN. VALVE CASING BRICK PROFILE VIEW DUCTILE IRON. PVC C-900, OR CL & C TAPE SEE SPLICE DETAIL TRACER WIRE PLASTIC SERVICE PIPE SERVICE SADDLE FLAN VIEW 4 1 A TRENCH WALL TRENCH WALL THRUST BLOCK PER DWG. CW 435 STEPS: 1. STRIP 1" OF INSULATION FROM END OF EACH WIRE. 2. TWIST WIRES TOGETHER WITH PLIERS. 3. PLACE SPLICE CAP OVER TWISTED WIRES AND CRIMP W/CRIMPING TOOL. 4. BEND CRIMP FLAT WITH WIRE. 5. WRAP SPLICED CONNECTION WITH RUBBER MOULDING TAPE, COMPLETELY COVERING BARE WIRE. -OR- USE WATERTIGHT DIRECT BURY TWIST -ON ENCLOSURES OR APPROVED EQUAL MAY BE USED, AND INSTALL PER MANUFACTURER'S INSTRUCTIONS. SPLICE DETAIL FOR CUT WIRES NOTES: 1. CONTRACTOR SHALL USE CARE TO PREVENT DAMAGE TO TRACER WIRE DURING INSTALLATION. 2. ALL WIRE SHALL BE STRANDED COPPER W/ THW, THWN, OR THIN RATED INSULATION, MIN. SIZE AWG 12. COLOR RI UE FOR POTABI F WATER AND PURPLE FOR RECLAIMED WATER 3. TRACER WIRES SHALL BE INTER -CONNECTED AT TEES, CROSSES, PLASTIC SERVICES, AND CUT WIRES WITH SPLICE CONNECTORS. 4. CONTINUITY TESTS SHALL BE CONDUCTED WHEN REQUIRED BY CWS CO. REPRESENTATIVE. 5. TRACER WIRE SHALL BE REQUIRED ON ALL MAINS. CW STANDARD INSTALLATION DETAILS 850R2 FOR TRACER WIRE ON MAINS CONCRETE THRUST BLOCK POURED CON UNgRT ST BL ggCEEROUND. P R� OF DDRAWOMM CCWW VALVE CASING 8 COVER ASSY. PER LATEST REVISION OF DWG CW14 AND CW439. PROPERTY UNE, RIGHT TOEFRWAY UNE, EAEASSEMENT MAIN UNE. GATE VALVE, TJ W/ FIELD LOX GASKETS TEE, TJ W/ HELD LOK GASKETS DUCTILE IRON PIPE OR PVC C-900 PIPE (TYP. BOTH SIDES) EXISTING PIPE (TYP. BOTH SIDES) STANDARD INSTA I ATION TYPICAL MATERIALS FOR mom FIRE SFDVIrf. I - _'X_ TEETJCLDI 1 - _ GATE VALVE FLO X TJ MRS NO RS 1 - VALVE CASING AND COVER ASSEMBLY - FEET Of 4' DUCTILE IRON PIPE (SEE NOTE 93) - 20' POLYWRAP TUBING 8 Mt W/PVC TAPE - _ "FIELD LOW GASKET F/TJ (WHEN REQUIRED) _ - FEET OF DUCTILE IRON PIPE ICBM: 1. A DETECTOR CHECK VALVE AND/OR BACKFLOW PROTECTION DEVICE MAY BE REQUIRED FOR EACH ARE SERVICE. 2. APPLICANT MAY BE REQUIRED TO PROVIDE AND INSTALL A -- INCH DETECTOR CHECK VALVE BETWEEN THE WATER COMPANY'S SERVICE AND CUSTOMER'S PIPING. THE METER ON 111E CHECK VALVE IS TO BE LOCATED SO THAT IT PROVIDES EASY ACCESS AND INSPECTION WY CALIFORNIA WATER SERVICE CO. PERSONNEL 3. POLYETHYLENE ENCASEMENT WITH PVC TAPE RE- QUIRED FOR ALL DUCTILE IRON PIPE AND ALL muses. 4. PROTECT ALL UNDERGROUND BOLTS, NUTS, FLEX. COUPLINGS, AND BARE STEEL PER C.W.S. CO. PRO- TECTION COATING SPECIFICATIONS. 5. BLOCK AND POUR CONCRETE THRUST BLOCKS ON ALL ELLS, TEES. AND CAPS. PER LATEST REVISION OF DRAWING CW-435. 6. THE USE OF 'FIELD LOK' GASKETS GOES NOT ELIMINATE THE NEED FOR CONCRETE THRUST BLOCKS. RING GASKET WITH CLOTH INSERT AND STAINLESS STEEL 9304 BOLTS AND NUTS. VALVE CASINO & COVER ASSY. CWI4 µDTCWW4439. OF DWG. 'FIELD LOX' GASKET OPTIONAL ON TJ END OF GATE VALVE & ALL Li JOINTS FOR TEMPORARY OR ADDITIONAL RESTRAINT. PROPERTY UNE, RIGHT OF WAY UNE, OR WATER LION EASEMENT UNE. as1Ma GATE VALVE, FLG x TJ TEE, TJ X FLG DUCTILE IRON PIPE OR PVC C-900 PIPE (TYP. BOTH SIDES) EXISTING PIPE (TYP. BOTH SIDES) ALTERNATE INSTALLATION TYPICAL MATFRW S FOR INCH FIRE SFRVCF' 1 - X TEE TJ X FIG CL DI 1 - GATE VALVE FLG X TJ NRS NO RS 1 - VALVE CASING AND COVER ASSEMBLY - FEET OF DUCTILE IRON PIPE (SEE NOTE /3) 1 - CAL. METAL GUARD 0301 1 - ROLL BIT OR RES WRAP _ - 20' POLYWRP TUBING 8 MIL W/PVC TAPE _ - _ 'FIELD LOX' GASKET F/TJ (WHEN REQUIRED) - FEET OF PVC C -90O PIPE OR DUCTILE IRON PIPE f LANGE MATFRIAL - CWCK ONE NIX • 1 - 4'x6-7/8' x 1/16" RING GASKET W/ CI • 8 - 5/8' / x 3' /304 SS MACHINE BOLTS W/ MN i - 6' x 8-3/4' x 1/16' RING GASKET W/ CI 8 - 3/4' 0 x 3-1/2' 9304 5S MACHINE BOLTS W/ HN 1 - 10' x 13-3/8' x 1/16' RING GASKET W/ CI 12 - 7/8' e x 4' 9304 SS MACHINE BOLTS W/ FN • 1 - 8' x II' K 1/18' RING GASKET W/ CI 8 - 3/4' e x 3-1/2' 9304 SS MACHINE BOLTS W/ HN MATERIAL FOR BFM (EITHER INSTALLATION) TE-INS FIIDLF 0 I TO D L OR PVC c -e2) OR ACME(<IO'OM.) USE SOUR SLEEVE MI TIE-INS FROM DJ. TO CI USE SOLID SLEEVE W DUAL PURPOSE TIE -ms FROM D L TO tag (ASBESTOS CEMENT ROUGH BARREL) USE ACRE X DI Fna. COUPUNG (10' SLEEVE F STEEL OR STANDARD SLEEVE F DUCTILE IRON). IN -INS FRIW D I TO 00 Srrn USE OD STEEL X DI FLEX COUPLING (ID' SLV IF SR OR SID SLY W D.1) RE -I15 FROM DI TO STD SIBYL USE STD XIF STL ORDI Fla SLY IFDCOU COUPLING SLY G (10' S TIE-NS FROM MCC -BOO TO PVC f-9QQ USE 'CERWNTEED' PVC CLOSURE COUPLING STANDARD PRIVATE FIRE SERVICE CONNECTION (CW 00R9/ HYDRANT OUTLETS SHALL FACE STREET AT 45' ANGLES (UNLESS DIRECTED OTHERWISE BY CWS CO. OR FIRE PROTECTION AGENCY.) FNi1SHED GRADE VALVE CASING AND COVER ASSY PER DWG. CW 14 AND CW 439 6' DUCTILE IRON PIPE, TJ C GATE VALVE TJ TEE TJ w/ FIELD LOx GASKETS CONCRETE THRUST BLOCK PER CMG. CW 435 6' DUCTILE IRON PIPE 6' GATE VALVE TJ X FIG W/ FIELD LOX GASKET TEE TJ K FLG WI FIELD LON GASKETS MEG-A-LUG CAN BE USED FOR ADDITIONAL RESTRAINT PER NOTE 9e STANDARD INSTALLATION N.T.S. MEG-A-LUG CAN BE USED FOR ADDITIONAL RESTRAINT PER NOTE /8 ALTERNATE INSTALLATION N.T.S. FIRE HYDRANT 2" ± , SEE NOTE #2 EXTENSION, SEE NOTE /1 18" MIN. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED GROUND. (8 SQ. Fr. MIN.) BEARING AREA) HYDRANT BURY MECH. JOINT X FLG. (TYLER. LONG BEACH DOMESTIC, OR APPROVED EQUAL) NOTES. 1. A hydrant extension may be required to adjust for finished grade. 2. For wet barrel hydrants this dimension is from finished grade to bury's flange or extension's flange when on extension is required. 3. Push -on, flanged fitting joints, and/or threaded -flanged risers may be required in certain fire protection districts. Verify with a C.W.S. Co. representotive all fire hydrant material prior to the installation. (In Livermore and Stockton verify with the Fire Protection Agency that has jurisdiction.) 4. Fire hydrant barricades shall be required when a vertical or rolled curb does not exist, or when the fire hydrant needs to be protected from moving vehicles, per drawing CW 822. 5. All underground machine bolts and nuts shall be 304 stainless steel, except for breakoff bolts or bolts installed above the finished grade. 6. A 90' Elbow may be required for the fire hydrant installation when space is limited and the hydrant lend must run parallel to the main or the location of the fire hydrant requires the bend. 7. Protect all underground bolts and nuts per CWS Co. Standard Coating Specification. 8. For temporary or additional restraint, a "Field Lok" gasket may be used on the TJ end of the gate valve and at all TJ pipe joints, and a "Mega A Lug retainer gland may be used on the mech. joint end of the bury. This installation does not eliminate the use of thrust blocks. TYPICAL FIRE HYDRANT. INSTALLATION COATING HOLDBACK, (TYP) CEMENT MORTAR LINING FLUSH(TYF` PIECE MARKED (Try „A„ „6„ "C" 4'+2A+B "D" B -2E "F" A/.707 „0„ „H„ "A" 1 3.0' 4.0' 14.0' 2.75' 4.24' 3.0' 1.375' 1 2.5' 4.0' 13.0" 2.75' 3.53' 2.28' 1.375' 1 4.5' 4.5' 17.5' 3.25' 6.36' 5.15' 1.375' (TYP) (TYP) "(7♦ 46' NOTES: 1. STEEL CYLINDER TO BE PER A,S,A, WITH ASTM A53 TEST PRESSURE AND ASTM A36 PHYSICAL PROPERTIES. 2. USE 14 GAUGE WIRE REINFORCING SPIRALLY WOUND EMBEDDED IN CENTER OF COATING PER LATEST REVISION OF' AWWA STANDARD C205. 3. USE ASTM A234 GRADE B WELDING FITTINGS 'C' TYP 45° WELDING ELBOW (TYP) STEEL PIPE / i" <TYP) PIPE ELBOW PIECE *many QTY CY L.(OD) SCUD. CARL CMC SCUD. "E" 6.63" 40 3/8" 3/4" 40 3.75" 8.63" 20 3/8" 3/4" 40 5.00" 10.75" 20 1/2" 3/4" 40 6.25" A,C,D 1 ea. 12.75" 20 1/2" 3/4" .375" 7.50" 14.0" 10 1/2" 3/4" 30 8.75" 16.0" 10 1/2" 3/4" 30 10.00" 18.0" 10 1/2" 3/4" .375" 11.25" 20.0" 10 _ 1/2" 3/4" 20 12.50" CEMENT MORTAR UNING, CML CEMENT MORTAR COATING, CMC (CW"CEMENT MORTAR LINED & COATED STEEL \693R5/ DOUBLE OFFSET WITH 45° ELBOWS THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVCED BY OTHERS. BKF ENGINEERS HAS NOT VERFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. RECORD DRAWING ENGINEERING DEPARTMENT REVISIONS: DATE w�rainwe❑ ST ❑ swam salon ❑ STATION ❑ BCCImsnc MAPM ❑ Tir VB ❑ PUT SHEET NO.: SCALE: NONE DRAWN BY: A. GALINDO DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: iovy SO IIMV?IG (RIVQNVIS DISTRICT: ALL DATE: 1/96 ESTIMATE NO.: DRAWING NO.: CWDWGS2 SET 2 OF 2 AS BUILT 3-18-2 Note: 1. Frame and cover to be of good quality cost iron, free from (tows and blow holes, and of sufficient strength to resist breakage by street troffic. 2. Castings to be true, and if neeessar* to be trimmed on emery wheel to prevent rocking of cover in any position in the frame. 3. See drawing CW 439 for Valve Cover, Casing, and Frame Instoltotion Details. SECTION A -A 8" 3 5/8" + } , 1/4' COVER "5» 5/8' COVER 'A I. 1/4, Sit 144 3/4• 144. RASED LETTERING DETAL 1 3/4• 1/4 3/e: RAISED DETAIL / RAISED LtiIENING / / I -4t-- coven "e" 5 3/4' RADIUS 4 1/4' RADIUS t • • \ NOTE:LETTERING MO pET .� 1/8" ABOVE CE or COV�ik "A" RE B". ft I I 0 • • • • l_JIJI--.IU❑❑❑ ❑❑❑DODO DOCK= DO • tof I ' ------ TOP VIEW OP COVER "A" AM) "8" 4A L ,4 // H +- 3/4" S0. OPENING i- 3 3/4" • I 1 1 I FLAET. TWKAL. 10 S/8" 10 7/8' 11 S/8" 11 7/8" -1j 12 3/4" CUMPAVED" OVER "A 1 FORFOR AREAa I I 6 3/8" RADIUS 4 1/4" RADIUS 1/8" 34 7/16" A j SECTION B -B 3/41 H 3/4_S OPENING7- 2 1/4" 3/4 \ .11 \ 1 1 • • GUST TYPICAL DIA. 9 1/4" DIA. 9 1/2" DIA. 10 1/4" Or- DIA. 10 1/2" 11r- DM. 11 1 /2" -"1Y 1 lit 3/CCte III .• ICsst.?1.+� 4, A' 5% COVER "B" FOR PAVED AREAS SECTION THRQQ H COVER "A" FOR UNPAVED 9S SECTION C -C FRAME DETAIL, FOR COVER "B" IN PAVED AREAS. 1111 1 TD sta. -01 1/2" 14 1/4" 11 15 1,14* 1/i!' 3/4 r , 1/4 11 I 3/t6• 1 tl t 5/8' 3/4" -•� 1/2" C 1/2" VoM4 ooSg to tat i2" I.D. /I4 GA WM Cooing, *3 R. 1py or Ir sohod1110 40 PVC r/ Golwntt40 boort PH CM4�T!1. QE CW VALVE COVER AND FRAME FABRICATION 1419 DETAILS FOR PAVED AND UNPAVED AREAS T/4 T SECTION THROUGH COVER "B" AND FRAME FOR PAVED AREAS FINISHED PLUG STD. GALV. VALVE ("ACING AND COVER INSTAL(ATION MID AND FABRICATION PER LATEST REVISION OF DRAWINGS CW439 AND CWI4 Ii �--- 24" * COVER (30" MIN. COVER IN KERN CO. AND IF REQUIRED BY LOCAL AGENCY) GOVERNING 7 x 12" NIPPLE STD. GALV. (ADJUST LENGTH OF NIPPLE IF WATER MAIN HAS GREATER THAN OR LESS THAN 4' OF COVER.) 2' STREET ELL 90' STD. GAIN. 2'A 1I�11rJlI�1I 2" ELL 90' STD. BRASS BLOCK CAP WITH CONCRETE PER LATEST REVISION OF OWG. CW435 r COUPLING STD, GALV. (HAND TIGHT) 2" BALL VALVE STD. E.I.P. THREAD BOTH ENDS, 360 DEGREE ROTATION, MUELLER 8-20283-3, OR FORD 811-777-R, OR JAMES JONES J-1900 2 - 2' STREET ELL STD. 90' BRASS 2' x 24" NIPPLE STD. BRASS (OR ADJUST LENGTH OF NIPPLE IF DEPTH OF WATER MAIN HAS GREATER THAN OR LESS THAN 4' OF COVER. 2" x 3" NIPPLE STD. BRASS CAP MEOMMCAL JOINT TAPPED 2" STD. I.P.T. DI OR PVC C-900 PIPE CW STANDARD 2" BLOW OFF 122R2 ASSEMBLY 4' NOMINAL COVER PAVEMENT REPLACEMENT MINIMUM 2" DEEP Ct SEAL COAT OF SC70 OR MC70 ASHPALT EMULSION ROCK BASE REPLACEMENT MINIMUM 4" DEEP. MATCH EXISTING IF OVER 4" STABILIZED FILL I e115 HtLUmU UoLU1Ni HAS BeeN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS � y j6HN Gf ' \ St �O'Elk Cyf�y i r • "021552 0 �' Exp. 9/30/01 'C' CIVIL g F . ANTHONY J. R.C.E. #2155 DATE RECORD DRAWING e NOTES \\\\\\\\\\\\\\ \\\\\\\\\\\\\\ e EXISTING PAVEMENT -• : -EXISTING ROCK OR CONCRETE BASE •0 0 EXISTING GROUND 1. Place seal coot as shown on base in all cases before placing top pavement. 2. If the paving being replaced is A.C., then the replacement paving and rock base shall match the existing pavement section, or with o minimum of four inches of rock base and two inches of A.C., whichever is the greater. 3. Povement base shall be replaced os concrete to match existing when concrete hos been removed. 4. If the paving being replaced is oil and screenings, then the replacement paving and rock base shall match the existing pavement section. CW RECOMMENDED PLAN AND SPECIFICATIONS 36R2 FOR REPLACING PAVEMENT THRUST BLOCK SCHEDULE Pin SIZE ?MSC TYPE OF Sot. -.5 a,flet� " MN MANG it T.) A B 1IMR . pip A B MIN A B • 90" 6 3.2 2.3 4.1 2.7 IS 3 14 44 .2 2 2.7 14 13 1,9 1 • 1 22 ELL 2iJ Ji I 1 1 I I w 6AnLET , 6. 3 _ 2 . 3 1.5 2 8" cAP 40 4 I. 3 Z.3 : 2 3.3 S4 t� , j a IA 4 3 7 2. .4 5 2 - - J , 2. 1.7 - 1 "'ILL 4 7 - 2 2 ; 1.5 I 1 VT 10 4 25 4 2.5 2 3.3 2.2 1.'6 it - • 24. 6 4 t 1 ♦ 3 74 3 ; 32. 4,4 Si 4,6 3.5 10.6 34 3 45» 17.3 5 Is 4,4 3.5 2.5 6 3 2 22 1 9 3,6 . S 4.6 2.3 2 3 2 14 TLC W/1 OUTLET 24 6 4 3 4 7,{� 3 2.5 PUAIII AI -. S 8 4 44 3.5 T - 3:5 3 SALL 44,4 7.4 6 5.3 4 14.7 4,'2 3:4 14" 4/Y 2412 6 4 1 4 y 7 Eti 4 2 § TEE / t OUTLET 314 ‘,.1 116 4.4 3$ 1t85�.14 it CAP 40.7 74 l b 4 T& , _ ELL 56 4 7 7S} 6,4 - 45 v 4S�ELL 31 6 i 4.5 3A t0,61 5 14,4 4 S 7 3 24 2,4 J 16"QItRQ 40.7 7. 2(I 4 4 1 45 3.4 1." �1/taj. fllp •-3 6�yyE 1 3K37 6,6 4 17. 5 �' ELL % 7.6 7 7.1 5 RILE/ Ka 4 4r CU. 4.7 7,4 5.5 $ 5 4 14 4 ;r 2'i 1/2_4 ;IQ 5 4 104 3 3 6.A 3 2 TEE wJ War 32 . 5 44 24,4 64 4 173 Nat 1. THRUST BLOCKS DESIGNED FOR A MAXIMUM OF ISO PSI WATER PRESSURE 2. Ml CONCRETE SHALL CONTAIN 6 SACKS OF CEMENT PER CUBIC YARD. 3. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL 4. KEEP AU. CONCRETE CLEAR OF THE JOINTS ON ALL FITTINGSS. 5. FORMS ARE REQUIRED ON ALL THRUST BLOCKS AND TO BE SUPPLIED BY CONTRACTOR. ALL FITTINGS TO BE WRAPPED WITH POLYETKELENE PRIOR TO POURING THRUST BLOCKS. 1ii'DN.A-A CW 45R4I A mrds rim a (AXE) wi --i- TAR PAPER TEE Q SOLO PLUG Wit SEE PLANS FOR SIZE & DETAIL OF CONCRETE BLOCK WHEN REQUIRED FOR REDUCER. hA I I I IQRakiNG AREA snag, TYPICAL THRUST BLOCK INSTALLATION - VALVE COMMAND FRAME IN PAVED AREAS - HALF SECTION COVER PER DWG. CW-14 CONSTRUCT Y MN. A.C. IN FLEXIBLE PAVEMENT A • 3' MN. ooze • • o• ts. "0 SO 4... 000 • (8' KERN COUNTY AND SAUNAS ONLY OR PER GOVERNING AGENCY'S REQUIREMENTS) CONSTRUCT CLASS 'B" P.C.C. CODA R. EXTEND COLLAR TO FIN/SHED GRADE IN RIGID PAVEMENT AREAS. VALVE CASING PER DWG. CW-14 J SHED GRADE 2' M. OR PER GK Wm NG A OICY'S no. 11"-3ANAs ONLY STANDARD j;I'gTALLATION COVER PER DUO. CW-14 VALVE CASING PER DWG. CV/ -14 VALVE COVER IN UNPAVED AREAS - HALF SECTION N.T.S. LEVEL IWO BRICKS TO PROVIDE END CBEMING A OF VALVE VALVE CASING FOO' N.T.S. CW c FRAME PER ONG. CW-14 WIRE TIES FINISHED GRADE nettKKNE s N CONSTRICT TO SUS P.C.C. (CONTRACTOR'S OPTION) BASE ROCK- VARIES TO EQUAL STREET SECTION. FULL -COMPACTION IN SAUNAS ONLY - INSTALL 94 DIAGONALLY (2' FROM CASING AND S ABOVE THE BOTTOM OF P.C.C.). SEE DETAIL BELOW. REINFORCEMENT DETAIL N.T.S. - TOP VIEW VALVE CASING FOOTING - SIDE VIEW N.T.S. VALVE CASING, COVER, AND FRAME VALVE COVER AND FRAME IN PAVED AREAS - HALF SECTION COVEtt PER DWG. CO 14 CONSTRUCT 2" MIN. AC.-\ IN FLEx1BLE PAVEMENT AREAS. •r • (8' KERN COUNTY AND SAUNAS ONLY OR PER GOVERNING AGENCY'S REQUIREMENTS) 439R - INSTALLATION DETAILS CONSTRUCT CLASS 'B" P.C.C. COLLAR. EXTEND COLLAR TO FINISHED GRADE IN RIGID PAVEMENT AREAS. SPLIT SUP SLEEVE, 12' GALVANIZED STEEL NO. 20 GAGE 1r PVC SCHEDULE 40 PIPE (CUT TO FIT) BRICK. TYPICAL ALTERNATE Ii'cALLATION 1/4' I4H. &ONCE° EODE I TOP_YlEW FRAME PER DWG. CW-14 TTO IRUCT Sue ORBASE P.C.C. (CONTRACTOR'S OPTION) BASE ROCK VARIES TO EQUAL SIM*/ SECTION. FULL COMPACTION IN SAUNAS ONLY - INSTALL #4 DIAGONALLY (2" FROM CASING MID 3' ABOVE THE BOTTOM OF P.C.C.), SEE DETAIL BELOW. MLI4W- GALVANIZED SELF TAPPING SCREWS INSIDE CASING TO SECURE SUP SLEEVE TO PVC PIPE SCH. 40 }•- 11 3/4' *1/0 S-2078 Ma GAMS 40' t I/6" FOR 1Y Cm 20 GALV. STL. (MIN. 1 1/2 OZ. /50. FT. ZINC COATING) -•I I.- I 1/2' MN. OIEJLAP :StE SIEW fFTAII OF SHFFT STOCK S12F'ci Y ELL 90' STD. _GALVr 2" x 9" STD. NIPPLE GAIN. ----� 2" x 2' x 1/2" TEE, STD. GALV. 1/2" HOSE 8188 2" x 24' STD. NIPPLE GALV. VALVE CASING AND COVER INSTALLATION SHADED PIPING INDICATES STANDARD 2" BLOWOFF ASSY. PER LATEST REVISION OF DRAWING CW-122 WATER PIPE /CW ( 6" t 2" x 120 STD. TIPPLE GALV. 1 12" Mitt I FINISHED GRADE SAMPLING DEVICE FOR 2" BLOW -OFF 638R ENGINEERING DEPARTMENT IR Q., -as Ig•". 44t arisi mmirmismostis set gm MAP DR10N❑ rat 0 amensrillat ❑ 0 MOM PT.AT S9EBT NO.: NONE., DRAWN St A. GALINDO RdsfotS TAY: OAT* APPROVES BY: DATE: !/ GLP. 5/5/95 somutraa Qava vis DISTRICT: ALL. DATE: 1/96 MOWN .: DETAIL OF GALVA D STEEL INSERT DRAWING NO.: CWDWGS S AS BUILT 3-18-2 SPECIFICATIONS FOR MATERIAL Ductile Iron (DI) Plnt AU Ductile iron pipe shat Comply with the latest revision of MCA Standard C161 and shall be cement mortar lined in conformance with the latest revision of AWWA Standard C104. All pips shall have Push -on Joint ends complete with gasket unless specified otherwise and shall be Pressure Class 350 in all sizes from a' to it unless specified otherwise. Pipe shall be furnished with polyethylene encasement complying with the latest revision of A/WA Standard CLOD. AU pipe shall be manufactured by Pacific States or U.B. Pipe. Polyviny1 Chloride (PVCI Ptps' All PVC pipe shall be Class 160. D.R. 18, unless otherwise specified and shall comply with the latest revision of AIWA Standard C900. The pipe shall have cast -iron -pipe -equivalent outside diameter dimensions. All pipe shall have Push -on Joint ends complete with gaskets manufactured by PW pipe, J -M Pips, CertainTeed, or Diamond Plastics Corp. Cement Mortar Lined and Cement Mortar Coated Steel Pipe (area All cement mortar lined and coated steel pipe shall be fabricated from steal cylinder ASA schedule as indicated on the drawing, with 58TH A53 test pressure and ASfM £30 physical properties. Cement mortar protective coating shall be 3/4" for all pipe sizes.� gThe lining shall be 1/2" for 12" and larger pipe and 3/5' for 8" end 8' pipe, and conform to the latest revision of AWWA C205 Standard. 14 gauge wire reinforcing shall be spirally wound in the center of the coating. MI CL&C steel pipe required for the water main installation shell be as specified on the drawing. PV ta •Carta -Ink' VIP Restrained Joint Pipe; All PVC 'Cer- laY VIP Restrained Joint pipe shall be manufactured by CertainTeed. Carta-lok shall comply with AWWA Standard C-900. Pipe is made to cut -iron -outside -diameter, DR 18, Class 150, in 20' laying lengths, with twin gasket Certa-Lois couplings, nylon splines, and rubber rings. Steel (Sill Pipe; AI Steel pipe shall be a specified on the drawings. amen All fittings shall be as specified on the drawings and shall be Ductile Iron complying with the latest revision of AWWA Standard C153 including full laying length. radii and metal thickness. All fittings shall be cement mortar lined in conformance with the latest revision of AWWA Standard C104. All fittings shall be manufactured by U.S. Pipe, Union Foundry, Tyler Pipe, Long Beach Iron Works, or Pacific States. Gate Venom All gate valves shall comply with the latest revision of AMU Standard (1509 for Resilient -Seated Gate Valves, and shall be provided with "0 -ring" packing, left hand to open, ductile iron body with epoxy coating inside and out, bronze mounted, non -rising stem, nut operated with 2" square operating outs. The gate valves shall be manufactured by Mueller Company, Stockham Valve & Fittings, Y & H Vane and Fitting Company, Kennedy Valve Co., or Clow Valve Co. Two inch gate valves shall be standard thread, brass, Red & White No. 206 MRS with brass wheel or Milwaukee No. 105 with brass wheel. But Valnt All valves greater than 12' nominal size shall be butterfly valves: All butterfly valves shall comply with the latest revision of AIWA Standard C504, and shall be provided with "0 -rind packing, lett hand to open, nut operated with r square operating nuts, ductile iron body, stainless steel shaft, resilient seat, and heavy duty actuator. The butterfly valves shell be manufactured by Mueller Company, M & H Valve & Pitting Company, Pratt Company, or Kennedy Vane Co. Pressure Reducing Valvgg; All pressure reducing valves shall be manufactured by The Cle-Val Company. the Model number, body construction, and flange drilling shall be as specified on the drawings. The drawing may indicate that the pressure reducing valve will be supplied by California Water Service Company. MI valves shall have factory set controls or pilots as specified on the drawings. All control or pilot piping shall be copper tubing or brass pipe. PRV vaults shall be es speoitlgaid on the drawings. Valves for Tapning; All gate valves for tapping purposes shall be Resilient Seat Type valves. The valve for tapping shall be manufactured by Mueller Co., Stookhan* Valve I Fitting, Kennedy Valve Co., or Clow Valve Co. Tanyipg Sleeve& All tapping sleeves shall be es specified on a drawings. Yalia.-Callagasn anc All valve casings and covers shall be fabricated as shown on the latest revision of drawing CW-14 as applicable. Fire lHyjlrants: All fire hydrants shall be as specified on the drawing or as approved by C.W.S. Co. district office. For Typical Fire Hydrant dete see the latest revision of drawing CW-360. ittalgoilabrialto A11 1" and 2" service material specifications except copper tubing and plastic PR pipe shall be as shown on the latest revision of drawings CW-555 or CW-430 which includes alternate manufacturers. All service material specifications for services larger than 2' shall be as specified on the plan and/or as specified on the latest revision of the Cif drawing for that size service. older - All solder shall be lead free. Copper Tubing All copper tubing shall conform to the latest revision of alibi Specification BBB and be Type K soft" Polyethylene (PRi Pine - All PE plastic pipe for services shall comply with the latest revision of ASTH D2239 with a Standard Code Designation of PB 3408. Dimensions and tolerance of pipe shall be as specified in Table 3 of the latest revision of AIWA Standard C901 for PC 200-WR7. This Is a high density polyethylene plastic pipe conforming to the inside -diameter dimensions of iron pipe sizes and having a 200 p.s.i. pressure rating. The pipe shall be approved by N.S.F. as suitable for potable water products. Meter Boxes All meter boxes for 1" services and 2" services shall be as specified on the latest revision of drawings CW-555 or CW-438. All meter boxes for services larger than 2" shall be as specified on the plans and/or as specified on the latest revision of the CV drawing for that size service. All meter boxes for 1' services and r services shall be supported by placing 2'x4 pressure treated lumber or bricks under two sides of the base of the Saddles for PVC C-900 Pipe. Bronze, No. J-098 Series manufactured by James Jones Company, No. 5-00 Styles manufactured by the Ford Meter Box Company, or 5-13400 Series manufactured by Mueller Company for Cast Iron Outside Diameter dimensions. Saddles for Ductile Iron Pipe; Service Saddles shall be Ductile Iron Double Strap type manufactured by Ford Meter Box Company, Rockwell International (Smith Blair), Mueller Company, or Apse Products. Machine Bolt■: Ali steel- bolts and nuts used for flanged fittings, flexible couplings, or other bolted appurtenances shall be 304 stainless steel. Ductile iron bolts are acceptable when the appurtenance is made of ductile iron and comes with the option of ductile iron bolts, such as mechanical joint fittings. 2' Blowoff Assemblies All materials used for 2" blowoff assemblies shall be as shown on the latest revision of drawing CW-122. flexible Coupling; The Company may require flexible couplings to be epoxy coated it soil conditions are determined to be conceive. If the flexible coupling is steel the sleeve must be a minimum of 10 inches long. M the flexible coupling is ductile iron then a standard sleeve tenth may be used unless the drawing specifies otherwise. Pleahble Couplings International Oath Blair) or Ford Neter Box Company- mannr•ONWROl ey aweaw-. • gold Sleeves; All solid sleeves shall by made of ductile Son and shall be manufactured by Tyler Pipe or Union Panty. pc Me Deflection C.nupllygn Lt PVC high defection couplings shall conform to the latest revision of AWIA C900 and shall be manufactured by Cartainteed. PVC Closure Co MI PVC ensure couplings shall conform to the West revision of AIWA CO® and shall be manufactured by CerWnteed. so Ball Valves• Two inch ball valves shall be as shown on the drawing and shall be manufactured by Mueller, James Jong. or Ford Meter Box Company. Tracer Wiry Tracer wire shall be minimum g) 12 AWG stranded copper wire with TRW, THIN, or THEN rated insulation, color blue and installed with all pipe Including PVC 0-900, plastic pipe, and ductile iron pipe. For installation details see the latest revision of drawing CI M0. SPECIFICATIONS FOR INSTALLATION OF DUCTILE IRON AND POLYVINYL CHLORIDE - PRESSURE PIPE AND APPURTENANCES Permits All specification sheets, city/county or other permits necessary for the installation of facilities must be obtained by the Developer or Developer's Contractor and be on the job site prior to and during construction. Compliance with all the Rules and Regulations of the California Occupational Safety and Health Act (CAL OSHA), Public Lew 91-596, the 'Williams' Steiger Occupational Safety and Health Act of 1970", is required on this project. The work practices for all pipe shall be in accordance with the latest revision of the American Water Works Association Publication C600 Standard for Installation of Ductile -Iron Water Mains and their Appurtenances, C900 Standard for Polyvinyl Chloride (PVC) Pressure Pipe, and M23 Manual of Water Supply Practices for PVC Pipe - Design and Installation. The Developer's Contractor shall comply with all regulations set forth by the Environmental Protection Agency and the requirements set forth by the local or state governing agencies. All materials installed for the facilities to be constructed by the Developer's Contractor must comply with the drawings and "Specifications for Material". M9 materials are to be supplied or furnished by California Water Service Company unless specifically indicated on the piano for special installations. All materials must be on the job site and inspected prier to start of construction. Any pipe, valve, or appurtenanc-s whether installed or not, which in the opinion of the Company, does not meet the requirements of these specifications or otherwise found unfit, shall be rejected as being unfit and shall be immediately removed from the job site. Lind, and evade: The horizontal and vertical alignment for installation of the pipe shall be established in the field by the Developer's Contractor in accordance with the plans and specifications. Location of water facilities including finished grades end elevations shall be staked with offsets on site by the Developer's project engineer prior to start of construction. Final elevations of installed facilities, meter boxes, valve coven, hydrants, etc. shall be signed off by the Developer's project engineer prior to acceptance of facilities. Cover: Under normal conditions all mains shall be covered to • depth of four feet below the finished grade over the pipeline, unless specified otherwise on the plans. Prior approval must be obtained from California Water Service Company to install mains with greater or less then tour feet of cow. lsailiiim; Water mains shell be installed at least ten feet horizontally from and one foot higher than sanitary semen located parallel to the main, unless specified otherwise on the plans. Install water mains • minimum of one toot higher than sanitary sewers crossing the mains. At ail storm and sanitary sewer crossings, a full pipe length shall be centered over the sewer pipe to keep an adequate distance between the sewer and the water pipe joints. A 20 feet length of PVC or 18 feet length of DI pipe is considered to be a full pipe length. The State of California Department of Health Services ' Criteria for the Separation of Water Mains and Sanitary Sewers shall be followed when installations can not meet the "Basic Separation Standards". A minimum vertical clearance of twelve (12) inches shall be maintained between the water main and all foreign structures, and a minimum horizontal clearance of five (5) feet shell be maintained between utilities unless otherwise indicated on the plans or approved by the Company. Refer "Pipeline Crossing information" shown on the plans for information on water main installations crossing other proposed or existing facilities. Company approval must be obtained prior to making any changes from the plans. This includes changing grade or alignment to avoid structures, other pipes, manholes, or any other fixed objects which may be encountered during installation. As per company standards, changes in cover over the pipeline may require the installation of a , fabricated steel, cement mortar lined and coated offset. to noeligniumnim The pipe shall be installed to a true line and grade except on curves where the pipe may be installed with joint deflections between adjacent lengths of pipe not to excised 1 degree for PVC C-900 pipe sizes 6' and S' and not to exceed 3 degrees for ductile iron pipe sizes d, 8", and 12' . PVC pipe shall not be deflected or bent for horizontal or vertical deflection. No joint deflection shall be allowed in joints between fittings and pipe. "Certainteed" PVC Deflection Couplings shall be used with PVC C-900 between adjacent lengths of pipe to attain 5 degrees deflection at the joint. When assembling a PVC pipe to an iron fitting, valve, or appurtenance (push -on), remove all but 1/4 inch of the factory made bevel from the spigot end of the pipe. Bottom the pipe in the bell of the iron fitting. Field -cut lengths of PVC and DI pipe may be used for making connections to valves, fittings, appurtenances, and closures where necessary. The cutting and beveling of the pipe for inserting into the bell shall be done by the use of a square cutting tool approved by the Company and manufactured for the purpose this purpose, without damage to the pipe. The bevel of the pipe shall be the same as required for the fitting. Trench Bottom; The bottom of the trench shall be smooth and free from pieces of rock or other material that would tend to scratch, puncture or break the pipe or damage the - polyethylene encasement used on ductne iron pipe. If rocks or stones are encountered, they shall be removed to a -depth of six inches below bottom of trench and the void tilled with material carefully tamped to grade. A six inch layer of sand shall be placed in the trench bottom to provide a firm , stable, and uniform support for the full length of the pipe, except at the joints where bell holes shall be dug two inches below the surface so that the pipe will not be supported by the joint. Under no circumstances shall the bell hole undermine the support for the fittings or valves. Valves and other various fittings may be required to be supported by • concrete cradle it it is determined by the Company that the bedding in the trench bottom can not be property compacted to provide adequate support. When an unstable subgrade cot:dition is encountered that could provide inadequate pipe support the Company shall -_-ate- motes 2e+iw i � -s:ncm •isi compacted with suitable foundation material. PVC or DI pipe or appurtenance shall not be laid in water, or when, in the, opinion of the Company, the trench conditions or the weather are unsuitable for construction. Any water main which has been submerged shall be removed bora the trench and be relald. The trench shall be 4swatered whenever running or standing water odours in the trench bottom and the removal shall continue until the pipe has been installed and the backfill has been placed to a sufficient height to prevent the pipe from being submerged Is' water. Lfi£OHTAtwn All trench excavations shall be in accordance with the Rules and Regulations of the California Occupational Safety and Health Act (CAL 08114). This includes all necessary shoring determined by either the depth of trench and/or soil conditions. Pips and Appurtenances j andiing: All water mains and appurtenances shall be carefully lowered into the trench by means of padded slings, hooks, pipe tongs, or other suitable equipment consistent with safety, in such • manner to prevent damage to the exterior and interior pipe or appurtenance surfaces. Under no circumstances shall any material be dropped or dumped into the trench. Any foreign materiel inside the pipe shall be removed and the interior of the pipe kept clean during installation. PVC pipe, ductile iron pipe, or appurtenance with damaged exterior or interior surfaces shall not be installed. During installation the open ends of the pipe shall be covered at night or when no work is in progress at that point to prevent entrance of trench water, animals, or other foreign matter. 0n all pipe, a continuous strip of tracer wire (stranded copper wire, insulated, #12 ATM) shall be taped to the top eiterior surface of the pipe per the latest revision of drawing Cif 860. Tracer wire splices using appropriate connectors are required at all locations where the wire is cut. A polyethylene encasement shall be installed over ductile iron pipe, fittings, and appurtenances per latest revision of AWWA Standard C105 Polyethylene Encasement for Ductile - Iron Piping and per the plans and specifications, or as requested and directed by the authorized Company representatives. Note; ductile iron fittings and appurtenances installed on PVC C900 main shall require polyethylene encasement with a V overlap onto the PVC main. This overlap to be secured to main per the latest revision of AWWA Standard C105 .Rubber Rine Joints for PVC C-900 and Ductile Iron Pipe. Push -on type rubber ring joints with rubber rings for integral bell ends shall be joined as follows: The ring nave, bell socket, and plain end should be wiped clean. Inert the gasket making sure that it faces the proper direction and that It is correctly seated. The plain end shall be beveled and free of any sharp or ragged edges which may damage or dislodge the gasket. Lubricate the entire outside end of the pipe including the pipe bevel, also lubricate the exposed portion of the rubber ring gasket is the bell. Push the plain end into the bell by hand or nth the use of a bar and block until it is completely seated, keeping the joint straight while pushing. Construction machinery shall not be used to push the pipe into a pipe bell end or a fitting bell end. After assembly, the resulting position of the rubber ring shall be checked with a feeler gauge. If 'Field Lek' gaskets are specified on the plans, the gasket shall be installed in accordance with the manufacturer's recommendations. It "TR FLEX" restrained joint system is specified on the plans, the joint assembly shall be installed in accordance With the manufacturer's recommendations. :Mechanical Joints; Mechanical joints shall be joined as follows: The socket and plain end should be wiped clean and any noes coating in the bell should be removed. The plain end, bell socket, and gasket should be washed with a soap solution to improve the setting of the gasket in the socket and to help the various parts slide together along the pipe. Piece the gland on the plain end with the lip extension toward the plain end of the pipe, followed by the gasket with the narrow edge of the gasket toward the end of the pipe. Insert the pipe into the socket end press the gasket firmly and evenly into the gasket recess. Keep the joint straight during the assembly. Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Insert bolts and hand tighten nuts. Partially tighten the bottom bolt fist; then the top bolt; next the bolts at either side; and finally the remaining bolts. Repeat this process until all the bolts are torqued to a value between 75 and 90 ft-lbs. If 'Mega Lug" mechanical joint retainer glands are specified on the plans, the gland assembly shall be installed in accordance with the manufacturer's recommendations. ,guest await Concrete thrust blocks shall be provided for all fittings to prevent movement when the main is under pressure, this includes tees, ells, reducers, caps, and plugs. Forms are required and are to be provided by the contractor. These forms shall be smooth, mortar tight, and of sufficient strength to maintain shape during the placing of the concrete. All concrete thrust blocks shall be constructed per the latest revision of drawing CW 435. $lnkedment Backlit; The embedment backfill is 8 inches of sand bedding below the pipe and 12 inches of sand backfill above the pipe. Care must be token to compact the sand bookfill materiel solidly around and under the pipe. Small tempers and vibrators are allowed for compacting near the pipe and over the pipe after a minimum of 8 inches of sand backfill has been placed over the pipe. Flooding, jetting o1• puddling may be employed for compaction in the first lift although great care must be taken to prevent drainage or flotation of the pipeline. Apply only enough water to give complete maturation. Erosion of support at the pipe sides and bottom by water jetting must be prevented. Rocks or bard lumps are not permitted in the embedment backfill or final baleful. Final Baekfill: In areas where required, the permanent pavement and temporary pavement replacement must comply with specifications of the local governing authorities. AU backlit above the sand embedment backfill must meet compaction requirements of the local governing agency. All pavement broken shall be replaced in strict accordance with the requirements of the local authorities, or lacking local requirements, in accordance with the latest revision of drawing CW-236. Ma Facilities All existing facilities, such as but not heated to, sewer, gas mains, water mains, telephone c onduits, and power or telephone poles which may be located close to trench operations must be protected by the Developer's Contractor. U any of these facilities are damaged by the Developer's Contractor, repairs shall be made to the satisfaction of the interested parties at the Developer's expense. !IVye Casings and Covers; A valve casing with cover shall be installed for each gate valve, butterfly valve, 2' blowof' assembly or when specified on the plans per the latest revision of drawing CW-439. The valve cover and frame fabrication for valves in paved and unpaved areas shall be per the latest revision of drawing CW-14. The valve cover frame shall be set in a ring of concrete a minimum of 24" in diameter and three inches thick or per local governing agency's standards whichever is greater. ill valve casing coven must be placed flush with the finished grade of the surrounding area. g" Blow Off Assemblies k blow off assembly as shown on the latest revision of deeming CW-122 shall be installed for each dead end capped main. The assembly is to include a Jervlces and Meter Boxes; Services and meter boxes shell lie installed as shown on the latest revision of drawings CE -555 for 1' services, CW-438 for 2" services, and for larger than C services as designates on the plans and/or the latest reridon of the Clf drawing for that sire service. The C ands' service pipe shall be installed at a depth of 30' or more from finished grade over the service pipe and in no event shall the depth be less than 18". The Developer's Contractor must get prior approval from the Company to install service pipe with less than 30" of cover. The meter box location must be staked by the Developer's project engineer and the boxes must be installed flush with . finished grade of the surrounding area at the meter box cover. The meter boxes for 1" and 2" services shall be supported by placing 2'x4' treated lumber or bricks on two sides of the meter box's base. Avoid poetsl and street pedestals, driveways, trees/bushes, fencing, sewer lines, and other utilities. Saddles and saddle tapping are required for all service connections made on PVC pipe. When making this type of connection, proper equipment must be used which ataches to the corporation stop permitting the cutting tool to be fed through the corporation stop to cut a hole in the pipe. It is important that the cutting tool be a sharp shell type (hole) cutter which will retain the coupon and be designed to accommodate walls as heavy as DR 18 pressure class 150. The shell cutter shall be lubricated on the outside only and not on the inside of the cutter with a recommended lubricant. Do not drill a hole in the PVC pipe with a twist drill or auger bit. Direct tapping machines for service connections on ductile iron pipe must be approved by California Water Service prior to direct tapping ductile iron mains. Plastic PE pipe is to be cold flared to match recessed fittings or is to have outside end bevels for Instatite fittings. Forming tool for bevels shall be Mueller's beveling tool number H 10817 or approved equal: Connection to Ezigting, . tem, Only the Company is allowed to make the connection to the existing system. The Developer's Contractor shall furnish to the Company the necessary fittings, valves, pipe, and joint material required to connect the new mains to the existing system. The Developer's Contractor must adjust from the nominal line and grade to match existing facilities. The Developer's Contractor to complete piping and maintain the specified clearance from existing main as shown on the drawings. The Developer's Contractor shall make the excavation for the tie-in. The trench shall be left in a safe condition for the Company to complete the connections. If the trench is considered unsafe for workers, the Company may require the Developer's Contractor to return and adequately excavate for the tie-ins at the Contractor's expense. After the Company has completed the connection, the Developer's Contractor shall instal concrete thrust blocks, install valve casings and coven, and backfill the excavation. The Developer's Contractor shall then replace any pavement that was cut for the excavation. Pressure Teat; Prior to any testing, at least seven days should elapse after the last concrete thrust Meek was poured 1t Type I portl•nd cement was used ani' three days if high -early -strength Type iD portiand cement was used. A preliminary pressure test shall be made by filling the mains with water and allowing them to stand under regular system pressure for a period of at least twenty-four hours. After completion of the preliminary test, the Developer's Contractor shall make • hydrostatic test by raising the pressure in the main to 50 pounds per square inch above the normal static pressure at the point of observation with a minimum test pressure of 150 pounds per square inch. This pressure shall be maintained for a minimum of tour hours. A recording pressure gauge and water meter shall be provided by California Water Service Company. The hydrostatic test shall not be conducted without a Company representative present. Any leaks or failures that develop during the tests shall be repaired by the Developer's Contractor immediately. The leakage shall be measured accurately during the test period to determine that the leakage rate does not exceed the values sheen in Table IA for ductile iron pipe and Table 18 for PVC C-900 pipe. There shall be no leakage, zero gallons per tour hours test period at 160 p.s.i., for the portion of pipeline that is steel pipe CL & C with welded joints. An air test may be used as an alternate method on the steel pipe CL & C welded sections. Test pressure to be 150 p.sd.g., held for a four hour duration, with no volumetric loss during test period. A recording pressure gauge will be provided by California Water Service Company. The necessary taps, connecting pipe, and valve fittings shall be provided by the Developer's Contractor. U the mains fail to meet requirements of the hydrostatic test, the Developer's Contractor shall, at his expense, make repairs to reduce the leakage. The repair work shall be continued until a satisfactory teat is made. Disinfection of limns; All mains that ore installed by the Developer's Contractor shall be disinfected by the Developer's Contractor in accordance with the Specifications for Disinfection of New Mains." Inspection" The Company reserves the right of access to the work at all time.; for the purpose of inspecting and the Developer's Contractor shall permit the Company's representative to make an inspection at any time. The Developer's Contractor shall notify the Company's local manager at least 48 hours prior to any work being started at the project site. The Company will normally provide no more than 2 inspections per day during normal working hours. The trench must be left open until the Company has inspected the new installation and approved that portion of trench to be covered. If the trench is covered prior to the Company's inspection, the Developer's Contractor will be required to uncover the trench at the Contractor's expense. Protection: The Developer's Contractor shall at all times provide suitable and adequate danger signals and barricades. If necessary, the Developer's Contractor shall also provide temporary bridges across the trench to permit free ingress and egress to and from private driveways or traveled roads or streets. No street shall be closed unless a permit has been obtained from the appropriate authority. &Reifications and --Drawing; Specifications and drawings shall be taken together and anything shown on the drawings and not covered by the specifications or covered by the specifications and not shown on the drawings shall be considered as though it were covered by both specifications and drawings. Any points of disagreement should be referred to the Company's representative as soon as possible to resolve any possible misunderstandings. Clean Up; Upon completion of the work, the Developer's Contractor shall remove all rubbish and waste materials resulting from the Contractor's operations and leave the ground along the route of the pipelinein a neat and clean condition. The Developer's Contractor shall be responsible for removal of all excess spoil from the trench excavations, the Company shall not accept any responsibility. Guarantee of Worjgmgnghip; Notwithstanding Owner's acceptance of the new facilities, the Developer's Contractor shall guarantee all of his workmanship for a period of one calendar year front and after acceptance of the work by the Owner. The Developer shall be responsible for having his Contractor repair and make good any defects or imperfections in the work at his sole cost and expense. if deficiencies develop during the Guarantee calendar year, such as but not limited to: leaks in the pipeline or -appurtenances,, settlement of trenches, or deteriorating pavement due to faulty or imperfect workmanship, the owner retains the right of making repairs and the Developer le responsible for the at Orid . rawaire. TABLE IA ALLOWABLE LEAKAGE PER 1000 FT. OF DUCTILE IRON PIPELINE Average Test Pressure Nominal Pipe Diameter - inches 6 8 10 12 14 16 18 (en) GALLONS PER HOUR (GPH) • 200 176 160 125 0.64 0.59 0.66 0.60 0.85 0.80 0.74 0.67 1.08 0.99 0.92 0.84 1.28 1.19 1.10 1.01 1.48 1.99 1.89 1.18 1.70 1.59 1.47 1.34 1.91 1.79 1.60 1.51 100 0.45 0.60 0.75 0.00 1.05 1.20 1.35 • If the pipeline under test contains sections for various diameters, the allowable leakage will be the sum of the computed leakage for each size. TABLE IB ALLOWABLE LEAKAGE PER 1000 PT. OF PVC C-900 PIPELINE Average Test Pressure Nominal Pipe Diameter - inches 6 8 (PSI) GALLONS PRR HOUR (GPH) • 200 150 0.57 0.76 0.50 0.86 100 0.41 0.54 50 0.29 0.38 • if the pipeline under test contains sections for various diameters, the allowable leakage will be the sum of the computed leakage for each size. SPECIFICATIONS FOR DISINFECTION OF NEW MAINS NOTE; The disposal of all chlorinated water generated from the procedures in the "SPECIFICATIONS FOR DISINFECTION OF NEW MAINS" shall be the Contractor's responsibility. The Contractor shall meet all local agency's requirements and dispose of all chlorinated water in a sate and lawful manner. if dechlorination of the water is required, then the chlorinated water that is discharged to an open stream or storm drain shall be dechlorinated by water industry accepted methods. The dechlorinated water will be tested for chlorine residual to verify that no detectable amount of free chlorine is present. This testing will take place from the onset of discharging the water and at frequent intervals throughout the dewatering of the pipe. General instructional 1. Precautions shall be taken to prevent soiling of pipe, fittings and other materials. Pipe and fittings shall be stored so as not to accumulate mud or water, and other material shall be stored in a clean, dry location. Particular care shall be taken to keep rubber gaskets and pipe ends clean. 2. All pipe shall be clean before lowering the pipe into the trench. . 3. When the main is lett unattended, even for a short time, the ends shall be plugged to prevent the entrance of foreign material or small animals. 4. Apply chlorine, using one of the methods described under Chlorine Application Methods". 5. Isolate the main by closing valves and allow heavily chlorinated water to stand therein for a contact period of at least twenty-four hours. 6. At the end of the contact period, flush the main thoroughly. The test for chlorine should show no more .chlorine in the water leaving the main than in the water entering the main. 7. The Company's representative will collect a sample for bacteriological examination and send it to the laboratory. The sample should be taken from a service located near the end of the chlorinated section or from the sampling device Illustrated in drawing CW 638. 8. If bacteriological testa are positive, the action to take will be noted on the laboratory report. Prompt attention to these orders is essential. CHLORINE APPLICATION METHODS Method No. 1 - H.T.H. Tablet Method This method is preferred for short jobs and for small diameter pipe of any kind. It cannot be used where trench water has entered the main. The main cannot be flushed prior to disinfection, so the method requires that the pipe be kept clean during laying. Using Permitter No. 1 as an adhesive, fasten the required number of tablets (see Table II) to the top of each length of pipe. Tubes of Permatex may be purchased locally at any auto parts store. The tablets may be fastened to the pipe before it is placed in the trench provided the top of the pipe is marked to avoid the possibility that the pipe may be rotated. In addition to the tablets, place 10 ounces of H.T.H. granules at the upstream end of the first length of pipe into which water will flow. This will Insure that heavily chlorinated water flows into crevasses caused by couplings and valves. For long runs, this should be repeated about every 500 feet. When using "Dresser" or similar couplings, place additional H.T.A. granules in the annular space between the coupling and the pipe. Fill the pipe very slowly and proceed as outlined under the General instructions". Method No. 2 - Liquid Bleach or H.T.H Solution with Hand Pump This method is general in scope and must be used when it is necessary to re -chlorinate an existing main. It may also be used on new mains, in which case place 10 ounces of H.T.H. granules at the upstream end of the first length of pipe into which water will flow, and every 500 feet thereafter. This method consists of pumping • strong chlorine solution into water which is being used to fill the water main. Equipment required includes an ordinary hand teat pump, solution hose, and a five gallon or larger container to hold the strong chlorine solution. A Gould Hydraulic Test Pump is satisfactory. A compact and convenient assembly can be made by mounting the solution container and the pump on a suitable board with a pipe connection from the container to me enaSin . *CA. at fine wn„na I The strong chlorine solution can be nude by mixing liquid Chlorine bleach (sodium hypochlorite) or H.T.H granules (calcium hypochlorite) in a five -gallon or larger container in the proportions shown in Table M. Method No. 2 - Liquid chlorine bleach is available in igrooery stores as laundry bleach (Clorox, Purer, etc.) with a chlorine concentration of 6%. It is also available as high strength solution (for commercial laundries or swimming pools) with a chlorine concentration of approximately 12%. .T.H. comes as granules which must be dissolved La water. Strong chlorine solutions should be handled 'nth care. The solutions are dangerous to the eyes. Irritating to the skin. and will damage shoes and cloth as. Procedure; 1. Choose a suitable filling rate and :letermine the time required to fill the water main from Tabfe IV. 2. Compute the gallons of strong chlorine solution required by dividing 3 into the time required to fill the water 3. Use Table III to determine the strength of chlorine solution required. 4. Connect pump to water main to be disinfected. Use a corporation cock for this purpose and make connection at, or ahead of, the inlet end of the water main to be disinfected. 5. After flushing the line thoroughly, adjust the filling rate by measuring the time required t:1 fill a five -gallon or other suitable container. 8. Pump strong chlorine solution into the line at a rate of one -gallon of strong solution per three minutes. 7. Continue pumping until a chlorine residual test on a sample taken from the discharge end of the water main being disinfected shows at least 25 p.p.m. chlorine. 8. Then close filling valve or blow -off and stop pumping chlorine solution. Disconnect and flush pump thoroughly with fresh water. 9. Refer to 'General Instructions for the steps on flushing and sampling new water mainnN. Special Note for Tapping Sleeves Before a tapping sleeve is installed, the inside surface of the tapping sleeve must be heavily dusted with H.T.H. granules or swabbed with grocery store liquid bleach. TABLE II H.T.H TABLET METHOD NO. 1 GP MAIN CHLORINATION LENGTH OF SECTION DIAMETER OF PIPE Cl 4l e" 8" 10" 12" NUMBER OF TABLETS REQUIRED 13' or less 1 1 2 2 3 6 18' 1 1 2 3 5 6 20' 1 1 2 3 5 7 30' 1 2 3 5 7 10 40' 1 2 4 6 9 14 TABLE III STRONG CHLORINE SOLUTION HAND PUMP :ItIE"THOD OF MAIN CHLORINATION Flow Rate at Which Water Main is Filled GALLONS Grocery Store Liquid Bleach (Clorox,' Pure;, etc. - 5X CL2) Commercial Liquid Bleach (lauldries, swimming pools - 12% C12) AMOUNT OF CHBYICAL TO MIX IN 5 GALLONS H.T.H. OF SOLUTION 10 spin 20 gpm 36 gpm 50 gpm 76 gpm 100 gpm 1 quart 2 quarts 3 quarts 1 gallon 1.6 gallons 2 gallons 1 pint pints 3 pints 2:quarto 3 quarts 1 gallon 2 ors. 4 oar, 5 on. 8 ors. 12 on. 1 lb. TABLE IV (GPM) 10 20 35 60 75 DIAMATER OF PIPE 'ICING DISINFECTED (INCHES) 2 1 4 1 6 1 8 i to 1 t21 14 1 16 1 18 120 1 TIME REQUIRED TO FILL 100 FEET OF PIPE (MINUTES) 14.7 h8.8 26.1 40.8 100 -- 3.3 7.3 13.0 7.6 6.2 3.5 20.4 11.7 8.2 5.5 4.1 21,1.4 114.8 11..8 7 10.7 14.0 :..9 8.0 10.4 4.2 2.9 2.0 --- 2.6 15.0 20.9 13.2 16.3 The above table is used to estimate the time required to fill the pipe with chlorinated water. For example: A flow rate of 50 gpm will fill 700 feet of 11 inch pipe in, 7 x 5.2 = 36.4 minutes. THIS RECORD DOCUMENT HAS BEEN PREPARED EASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPI:ETENESS. OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J. R.C.E. 92155 DATE RECORD DRAWING ENGINEERING DEPARTMENT REVISIONS: Pl. Revised specs. 1/18/96 MG. DAIt MIT. DISTRIBUTION PLAT SHUT SYSTw SCHEMATIC STATION SCRLAwc ZONE N AP VALVE moat PLAT SHEET NO.: SCALE: NONE DRAWN BY: A. GALINDO DESIGNED BY: CHECKED BY: DATE: APPROVED BY: LATE: 5/5178 SPECIFICATIONS FOR DISINFECTIONS SNIVW &3N AO I,LV3I II33dS CHLORIDE PRESSURE PIPE AND N3,L?InddV b 0 In VTIV.LSNI a O 2 CALIFORNIA WATER SERVICE COMPANY DISTRICT: ALL 4 a iT DATE: 1/96 ESTIMATE NO.: DRAWING NO2 CW-832-R1 I slit- 1 or AS BUILT 3-18-2 ENGINEERING PACIFIC BLVD. a rn D 7D m rn EX. FH TO BE RELOCATED UNDER EST. 4239 -MPS PROPOSED F SEE DETAIL "E" RIGATION CONTROLLER FIESTA DRIVE 1225-12" PVC C-900 Pi SARATOGA DRIVE TYPICAL STREET CROSS SECTION R 112' ROW 10' 92' 10' 15' 11' 11' F -F 11' 11' 11' 15' THRU 2% THRU MEDIAN LANDSCAPE LEFT LEFT CONCRETE VERTICAL CURB (TYP) THRU THRU/RT 2% PROPOSED 12" WATER MAID--�/ ` TO 30' SARATOGA DRIVE RIGHT 5' fE FIESTA GARDENS 19TH UE CHANNEL 56{-0 00 SAN MATEO COUNTY RECORD DRAWING THIS RECORD DOCUMENT HAS BEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. L_, NOTE: IF UNFORESEEN CIRCUMSTANCES OR FIELD CONDITIONS ARISE THAT REQUIRE ALTERNATE OR ADDITIONAL MATERIALS FOR THE TIE- IN TO THE EXISTING SYSTEM, THE DEVELOPER'S CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THIS MATERIAL TO THE COMPANY TO COMPLETE THE TIE-IN. DETAIL "A" N.T.S. 1. DEVELOPER'S CONTRACTOR SHALL INSTALL NEW MAIN AND ADJUST FROM NOMINAL LINE AND GRADE TO MATCH EXISTING FACILITIES AT THIS LOCATION. THE DEVELOPER'S CONTRACTOR SHALL INSTALL A TEMPORARY CAP AND BLOWOFF AT THIS LOCATION. 2. EXISTING MAIN, 10" AC PIPE THE DEVELOPER'S CONTRACTOR SHALL PROVIDE CALIFORNIA WATER SERVICE COMPANY WITH THE FOLLOWING MATERIALS FOR THE TIE-IN IT WILL MAKE AT THE INTERSECTION OF DELAWARE STREET & SARATOGA DRIVE. 3. 1 - 12" "CERTAINTEED" PVC CLOSURE COUPLING 4. 3'- 12" PVC C-900 PIPE 5. 1 - 12" x 10" REDUCER TJ 6. 3'-10" DUCTILE IRON PIPE 7. 1 - 10" TEE TJ 8. 5'-10" DUCTILE IRON PIPE (10' TOTAL) 9. 2 - 10" ACRB x DI FLEX CPLGS, 10" SLV NOTE: IN ADDITION, THE DEVELOPER'S CONTRACTOR SHALL PROVIDE: MISC. MATERIAL REQUIRED TO COMPLETE THE TIE-IN SUCH AS, BUT NOT LIMITED TO PROTECTION COATING MATERIAL FOR PIPE & FITTINGS, LINEGUARD TAPE, CONCRETE FOR THRUST BLOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT. m m G„OF O RN, o F`Q SER Jcic DEPARTMENT REVISIONS: MAP 12.1 [Z] SOT= NSW .MONISTIC NMI OLP TAM MOW DM: Bur. PLAT SHEET NO.: 27 SCALE: 1"=50' DRAWN BY: PERALTA DESIGNED BY: TKP CHECKED BY: DATE: APPROVED BY: DATE: 'I. OF ESS/, T. No. 050822 m E P. 9-30-01 CNN. A� OF C�� PARK PLACE TO DELAWARE STREET 3AI2IQ VDOIV IVS dSVHd SMOQV1Y11 AVH DISTRICT: MID —PENINSULA SYSTEM DATE: 12/2/98 ESTIMATE NO.: 4230 —MPS DRAWING NO.: MPS -4440 SHT 4 OF 4 AS BUILT 3-18-2 55'-12" PVC PIPE CUT & CAP MAIN PRIOR TO SOUND WALL INSTALLATION. (WORK BY CWS CO.) XIST. CAP REPLACE EXIST <9 SERVICE NOTE: IF UNFORESEEN CIRCUMSTANCES OR FIELD CONDITIONS ARISE THAT REQUIRE ALTERNATE OR ADDITIONAL MATERIALS FOR THE TIE- IN TO THE EXISTING SYSTEM, THE DEVELOPER'S CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THIS MATERIAL TO THE COMPANY TO COMPLETE THE TIE-IN. TIE-IN DETAIL " D N.T.S. ® DEVELOPER'S CONTRACTOR SHALL INSTALL NEW MAIN AND ADJUST FROM NOMINAL LINE AND GRADE TO MATCH THE EXISTING FACILITIES AT THIS LOCATION. THE DEVELOPER'S CONTRACTOR SHALL INSTALL A TEMPORARY CAP AND BLOW OFF AT THIS LOCATION. CALIFORNIA WATER SERVICE CO. WILL TIE THE NEW MAIN FROM THIS LOCATION. Q EXISTING MAIN, 8" AC PIPE DEVELOPER'S CONTRACTOR SHALL PROVIDE CALIFORNIA WATER SERVICE CO. WITH THE FOLLOWING MATERIALS FOR THE TIE-IN IT WILL MAKE AT ANAPOUS DRIVE. O 1 - 8" PVC CLOSURE CPLGS ® 10'- 8" PVC C-900 PIPE 1 - 8" ACRDxDI FLEX COUPUNG (10" SV IF STL, STD SV IF D.I) NOTE: IN ADDITION, THE DEVELOPER'S CONTRACTOR SHALL PROVIDE: MISC. MATERIAL REQUIRED TO COMPLETE THE TIE-IN SUCH AS, BUT NOT UNITED TO: PROTECTION COATING MATERIAL FOR PIPE AND FIT- INGS, UNEGUARD TAPE, CONCRETE FOR THRUST BLOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT REPLACEMENT. SARATOGA DRIVE B -PVC CUT & CAP MAIN PRIOR TO SOUND WALL INSTALLATION. (WORK BY CWS CO.) CAP 1' SOUTH OF DRIVEWAY; 8' OFF FENCE. SEE DETAIL "D" 60'-8" PVC PIP W O Q 2=Q THE RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. INSTALL A 20 FOOT LENGTH PVC C-900 PIPE CENTERED UNDER SOUNDWALL IN EXISTING CASING UNDER FOOTING (BY OTHERS) SEE SECTION A -A SOUNDWALL IRRIGATION CONTROLLER MATEO COUNTY EXPO CENTER RECORD DRAWING PROPOSED SOUNDWALL ANNAPOLIS DRIVE OR BERMUDA DRIVE FOOTING ` Q CONCRETE PILE 2.5' TYP LU 1 t2.5'-2.8' 8"PVC 2'- 10.13" O.D. PIPE INSULATORS PHENOLIC SKID 15.5" I.D. CASING EXISTING 16" STEEL CASING " (THICKNESS & DEPTH TO BE DESIGNED BY DEVELOPER'S ENGINEER) 20'-8" PVC C-900 PIECE CENTERED UNDER WALL SECTION A -A N.T.S. COATING HOLDBACK, GYP) CEMENT MORTAR LINING FLUSH I (TYP> SARATOGA 1360 -12" PVC C-900 & 4-12" HIGH DEFLECTION CPL1 S APPROVED BY: DATE: PIECE MARKED QTY "A" "B" "C" 4'+TA+B "D" B -2E "F" A/.707 "G" F -2E "H" 2'-0•-E "T" 1 2.0' 2.5' 10.5' 1.04' 2.83' 1.37' 1.27' "U" I en. 5.0' 4.5' 18.5' 3.04' 7.07' 5.61' 1.27' "X" 1 4.0' 4.5' 16.5' 3.04' 5.66' 4.12' 1.27' "Y" 1 3.0' 3.5' 13.5' 2.04' 4.24' 2.78' 1.27' "2" 1 2.5' 2.5' 11.5' 1.04' 3.54' 2.07' 1.27' 2' 0" (TYP) H" <TYP> '8' „A„ I 45.' F„ TYP> 45° WELDING ELBOW N (TYP) STEEL PIPE GYP) NOTES: 1. STEEL CYLINDER TO BE PER A.S.A. WITH ASTM A53 TEST PRESSURE AND ASTM A36 PHYSICAL PROPERTIES. 2. USE 14 GAUGE WIRE REINFORCING SPIRALLY WOUND EMBEDDED IN CENTER OF COATING PER LATEST REVISION OF AWWA STANDARD C205. 3. USE ASTM A234 GRADE B WELDING FITTINGS (Tee PPE ELBOW vamp" 7 QTY "Irmo SCRIM OH, CRC SCROD. "E" 6.63" 40 3/8" 3/4" 40 3.75" 8.63" 20 3/8" 3/4" 40 5.00" 10.75" 20 1/2" 3/4" 40 6.25" 12.75" 20 1/2" 3/4" .375" 7.50" T; U; X; Y; Z 1 ea. 14.00" 20 1/2" 3/4" 30 8.75" CEMENT MORTAR LINING, CML CEMENT MORTAR COATING. CMC C CEMENT MORTAR LINED & COATED STEEL 69 DOUBLE OFFSET WITH 45° ELBOWS FESTA GARDENS SARATOGA DRIVE PIECE MARKED QTY "A" "B" 4'+ A "C" A/.707 "D" C -2E "F" 2'-0"-E "V; w" 1 en. 5.0' 9.0' 7.07' 5.61' 1.27' COATING HOLDBACK, (TYP) CEMENT MORTAR LINING \ FLUSH (TYP) NOTES: 1 TYP 2' 0" (tYP) 'F' (WP) STEEL CYLINDER TO BE PER A.S.A. WITH ASTM A53 TEST PRESSURE AND ASTM A36 PHYSICAL PROPERTIES, USE 14 GAUGE WIRE REINFORCING SPIRALLY WOUND EMBEDDED IN CENTER OF COATING PER LATEST REVISION OF AWWA STANDARD C205. USE ASTM A234 GRADE B WELDING FITTINGS (cw CEMENT MORTAR LINED & COATED STEEL 579R SINGLE OFFSET WITH 45° ELBOWS Ems) 'C' 45° WELDING ELBOW (TYP) STEEL PIPE (TYP) wU z C -Ai") 00 =tUJ Uw i-I < 2w (n PIPE ELBOW "YA �" QTY M. pD) SOLED. CIE. CRC SCHED. "R" 6.63" 40 3/8" 3/4" 40 3.75" 8.63" 20 3/8" 3/4" 40 5.00" 10.75" 20 1/2" 3/4" 40 6.25" 12.75" 20 1/2" 3/4" .375" 7.50" "v: w" 1 ea. 14.0" 10 1/2" 3/4" 30 8.75" 16.0" 10 1/2" 3/4" 30 10.00" 18.0" 10 1/2" 3/4" .375" 11.25" 20.0" 10 1/2" 3/4" 20 12.50" CEMENT MORTAR UNING, CML CEMENT MORTAR COATING, CMC ENGINEERING DEPARTMENT REVISIONS: DIM DUE IY [ MAP XI PEAT :Mr s ecmurNc (114 SAP •a 0 PLAT SHEET NO.: SCALE: 27 1"=50' DRAWN BY: PERALTA DESIGNED BY: TKP CHECEED BY: DATE: KIVAVIRG OZ 33V1d )HVd 3AI2I a DISTRICT: l7 MID -PENINSULA SYSTEM DATE: 12/2/98 ESTIMATE NO.: 4230 -MPS DRAWING NO.: MPS -4440 SHY 3 Or 4 AS BUILT 3-18-2 INSTALL A 20 FOOT LENGTH PVC C-900 PIPE CENTERED UNDER SOUND WALL IN EXISTING CASING UNDER FOOTING (BY OTHERS) SEE SECTION A -A 75+00 CUT & CAP MAIN PRIOR TO SOUND WALL INSTALLATION (WORK BY CWS CO.) SEE DETAIL "B" 76+00 ABANDON 165'-6" DI PIPE L LJJ/ I E-3393 SEE DETAIL "C" ROPOSED SOUNDWALL <42'sDl 77+00 75'-12" PVC PPE SEE SECTION D -D THIS SHEET ** ** FUTURE CORPORATION YARD NOTE: IF UNFORESEEN CIRCUMSTANCES OR FIELD CONDITIONS ARISE THAT REQUIRE ALTERNATE OR ADDITIONAL MATERIALS FOR THE TIE— IN TO THE EXISTING SYSTEM, THE DEVELOPER SHALL BE RESPONSIBLE FOR THIS MATERIAL FOR CWS COMPANY TO COMPLETE THE TIE—IN. ROLL ELLS 5:1 SLOPE 12" PVC FIELD LOK GASKETS SHALL BE USED WITH ELBOWS. TIE-IN DETAIL " C CWS CO.'S CONTRACTOR SHALL INSTALL. NEW MAIN AND ADJUST FROM NOMINAL LINE AND GRADE TO MATCH THE EXISTING FACILITIES AT THIS LOCATION. THE COMPANY'S CONTRACTOR SHALL INSTALL A TEMPORARY CAP AND BLOW OFF AT THIS LOCATION. EXISTING MAIN, 6" DI PIPE THE FOLLOWING MATERIALS SHALL BE REQUIRED FOR THE TIE—IN AT SARATOGA DRIVE & EXPO CENTER ENTRANCE DRIVEWAY. O 1 — 6" SOLID SLEEVE MJ NOTE: IN ADDITION, CWS CO.'S CONTRACTOR SHALL PROVIDE: MISC. MATERIAL REQUIRED TO COMPLETE THE TIE-IN SUCH AS, BUT NOT LIMITED TO: PROTECTION COATING MATERIAL FOR PIPE AND FIT— INGS, UNEGUARD TAPE, CONCRETE FOR THRUST BLOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT REPLACEMENT. 78+00 FUTURE SINGLE FAMILY RESIDENCES 45'-12" PVC PPE FUTURE FRANKLIN CAMPUS NOTE: IF UNFORESEEN CIRCUMSTANCES OR FIELD CONDITIONS ARISE THAT REQUIRE ALTERNATE OR ADDITIONAL MATERIALS FOR THE TIE— IN TO THE EXISTING SYSTEM, THE DEVELOPER'S CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THIS MATERIAL TO THE COMPANY TO COMPLETE THE TIE—IN. tO DEVELOPER'S CONTRACTOR SHALL INSTALL NEW MAIN AND ADJUST FROM NOMINAL UNE AND GRADE TO MATCH THE EXISTING FACIUTIES AT THIS LOCATION. THE DEVELOPER'S CONTRACTOR SHALL INSTALL A TEMPORARY CAP AND BLOW OFF AT THIS LOCATION. CALIFORNIA WATER SERVICE CO. WILL TIE THE NEW MAIN FROM THIS LOCATION. EXISTING MAIN, 8" AC PIPE DEVELOPER'S CONTRACTOR SHALL PROVIDE CALIFORNIA WATER SERVICE CO. WITH THE FOLLOWING MATERIALS FOR THE TIE—IN IT WILL MAKE AT BERMUDA DRIVE 1 — 8" "CERTAINTEED" PVC CLOSURE COUPLING 10'— 8" PVC C-900 PIPE 1 — 8" ACRDxDI FLEX COUPLING (10" SV IF STL, STD SV IF D.I.) NOTE: IN ADDITION, THE DEVELOPER'S CONTRACTOR SHALL PROVIDE: MISC. MATERIAL REQUIRED TO COMPLETE THE TIE—IN SUCH AS, BUT NOT LIMITED TO: PROTECTION COATING MATERIAL FOR PIPE AND FIT— INGS, LINEGUARD TAPE, CONCRETE FOR THRUST BLOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT REPLACEMENT. 80+00 RCMP FUTURE SINGLE FAMILY RESIDENCES FUTURE TOWN HOMES 45'-12' PVC PPE STUB FOR FUTURE USE NOTE: IF UNFORESEEN CIRCUMSTANCES OR FIELD CONDITIONS ARISE THAT REQUIRE ALTERNATE OR ADDITIONAL MATERIALS FOR THE TIE— IN TO THE EXISTING SYSTEM, THE DEVELOPER'S CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THIS MATERIAL TO THE COMPANY TO COMPLETE THE TIE—IN. DETAI L O DEVELOPER'S CONTRACTOR SHALL INSTALL NEW MAIN AND ADJUST FROM NOMINAL LINE AND GRADE TO MATCH THE EXISTING FACILITIES AT THIS LOCATION. THE DEVELOPER'S CONTRACTOR SHALL INSTALL A TEMPORARY CAP AND BLOW OFF AT THIS LOCATION. CALIFORNIA WATER SERVICE CO. WILL TIE THE NEW MAIN FROM THIS LOCATION. • EXISTING MAIN, 12" PVC C-900 PIPE DEVELOPER'S CONTRACTOR SHALL PROVIDE CALIFORNIA WATER SERVICE CO. WITH THE FOLLOWING MATERIALS FOR THE TIE—IN IT WILL MAKE AT SARATOGA DRIVE. O 2 — 12" PVC CLOSURE CPLGS ® 10'— 12" PVC C-900 PIPE NOTE: IN ADDITION, THE DEVELOPER'S CONTRACTOR SHALL PROVIDE: MISC. MATERIAL REQUIRED TO COMPLETE THE TIE—IN SUCH AS, BUT NOT LIMITED TO: PROTECTION COATING MATERIAL, FOR PIPE AND FIT- INGS, LINEGUARD TAPE, CONCRETE FOR THRUST BLOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT REPLACEMENT. FUTURE RESIDENTIAL SITE THIS RECORL DOCUMENT HAS BEEN PREPARED BALED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J. R.C.E. #2155 RECORD DRAWING 2" PVC PIPE 12" CL&C SINGLE OFFSET PC. MK. "W", SEE DWG. CW-579 BARE STEEL PROTECTION BUTT ENDS TIGHT SEE DETAIL "A" 14' I,D. X 4' X 1/4' STEEL BUTT STRAP - WELD 3/4' CEMENT MORTAR COATING SPLIT BUTT STRAP DETAIL 1/2' CEMENT MORTAR LINING STEEL CYLINDER FINISHED GRADE 2" PVC PIPE 14" OD x DI FLEX CPLGS, 10" SLV, TYP. BOTH SIDES 12" CL&C SINGLE OFFSET PC. MK. "V", SEE DWG. CW-579 14" ID x 1/4" x 4" WIDE SPLIT STEEL BUTT STRAPS 0'-14" OD CL&C PIPE SECTION "D -D" SEE DWG. #CWS-579 N.T.S. REVISIONS: PUT SHEET NO.: 1"=50' DRAWN BY: PERALTA DESIGNED BY: TKP CBECYED BY: DATE: APPROVED BY: DATE: 7:4-1,-the//M ► No. C55993 EXP. 12-31-00 CIVI1 OF CO MID —PENINSULA 12/2/98 ESTIMATE NO.: 4230 —MPS DRAWING NO.: MPS -4440 AS BUILT 3-18-2 0 O 0 0 10 11 12 13 14 15 0 18 19 20 l SHEET 4 OF 4 PISTA DRIVE ROUTE MAP SCALE: 1" = 200' FIESTA GARDENS SAN 1.1A160 COWRY PIPELINE CROSSING INFORMATION AT WATER MAIN CROSSINGS IN CONFLICT WITH OTHER FACILITIES: When the water main is in conflict with existing facilities or proposed facilities that require more than a 2 foot adjustment from the nominal 4 feet of cover, a fabricated steel cement mortar lined and cement mortar coated offset will be installed at the crossing per CWS Co. standards. ** DENOTES CL&C DOUBLE OFFSET REQUIRED FINISHED GRADE ELEV. = 103.4 42" STORM DRAIN INVERT ELEV. = 95.1 INSTALL 6" FH RUN OVER 42" SD W/3' COVER. FINISHED GRADE ELEV. = 103.3 42" STORM DRAIN INVERT ELEV. = 94.9 INSTALL 6" FH RUN OVER 42" SD W/3' COVER. FINISHED GRADE ELEV. 15' STORM DRAIN INVERT ELEV. INSTALL 12" PVC OVER 15" SD W/4' COVER. FINISHED GRADE ELEV. 10" SANITARY SEWER INVERT ELEV. INSTALL 12" PVC OVER 10" SS W/4' COVER. 102.8 94.6 102.6 91.4 FINISHED GRADE ELEV. = 102.3 42' STORM DRAIN INVERT ELEV. = 94.7 INSTALL 12" CL&C DOUBLE OFFSET UNDER 42" SD W/5' DROP & 4.5' RUN (8.8' COVER) PC. MK. "U". SEE DWG. CW-693. FINISHED GRADE ELEV. = 102 0 18" SANITARY SEWER INVERT ELEV. = 91.6 INSTALL 6" FH RUN OVER 18' SS W/4' COVER. FINISHED GRADE ELEV. = 101.8 42" STORM DRAIN INVERT ELEV. = 94.6 INSTALL 6" FH RUN OVER 42" SD W/2.3' COVER & 0.5' CLEARANCE. FINISHED GRADE ELEV. = 101.8 15" STORM DRAIN INVERT ELEV. - 94.6 INSTALL 12" PVC OVER 15" SD W/3.7' COVER. FINISHED GRADE ELEV. = 101.4 42" STORM DRAIN INVERT ELEV. = 94.5 INSTALL 12' CL&C DOUBLE OFFSET UNDER 42" SD W/4.0' DROP & 4.5' RUN (8' COVER), PC. MK. "X". SEE DWG. 693. FINISHED GRADE ELEV. = 101.6 8" SANITARY SEWER INVERT ELEV. = 91.4 INSTALL 12» PVC OVER C ss W/4' COVER. FINISHED GRADE ELEV. = 101.5 18" STORM DRAIN INVERT ELEV. = 94.2 INSTALL 12" PVC OVER 18" SD W/3.6' COVER. FINISHED GRADE ELEV. = 101.5 18" SANITARY SEWER INVERT ELEV. = 91.1 INSTALL 12" PVC OVER 18" SS W/4' COVER. FINISHED GRADE ELEV. = 101.5 42" STORM DRAIN INVERT ELEV. = 93.6 INSTALL 12" CL&C SINGLE OFFSET UNDER 42" SD W/5' DROP & 9' COVER, PC. MK. V. SEE DWG. CW-579 & SECTION DD. FINISHED GRADE ELEV. = 101.5 42" STORM DRAIN INVERT ELEV. = 93.6 INSTALL 1Y CL&C SINGLE OFFSET UNDER 42" SD W/5' DROP & 9' COVER; PC. MK. "W". SEE DWG. CW-579 & SECTION DD. FINISHED GRADE ELEV. = 101.2 18" SANITARY SEWER INVERT ELEV. = 90.9 INSTALL 6" FH RUN OVER 18' SS W/4' COVER. FINISHED GRADE ELEV. = 101.5 15" STORM DRAIN INVERT ELEV. = 97.9 INSTALL 12" PVC UNDER 15" SD W/4.8' COVER. FINISHED GRADE ELEV. = 101.3 42" STORM DRAIN INVERT ELEV. = 93.4 INSTALL 8" PVC OVER 42" SD W/2.5' COVER. FINISHED GRADE ELEV. = 101.0 15" STORM DRAIN INVERT ELEV. = 98.3 INSTALL 8" PVC UNDER 15" SD W/4' COVER. FINISHED GRADE ELEV. = 101.7 EXI. 15" STORM DRAIN INVERT ELEV = 98.3 21 22 23 24 25 26 28 29 32 34 35 36 39 a 41 FINISHED GRADE ELEV. =- 24" STORM DRAIN INVERT ELEV. = INSTALL 12" PVC OVER 24" SD W/4' COVER. THIS RECORD DOCUMENT HAS SEEN PREPARED BASED ON INFORMATION PROVOED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE NCDRPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J. R.C.E. #2155 RECORD DRAWING 101.4 42 FINISHED GRADE ELEV. 93.2 18" SANITARY SEWER INVERT ELEV. INSTALL 6' FH OVER 18" SS W/4' COVER. NG2t552 Exp. 9/30/01 CIVIL FINISHED GRADE ELEV. = 101.5 15" STORM DRAIN INVERT ELEV. = 98.2 INSTALL 12" PVC UNDER 15" SD W/4.5' COVER. FINISHED GRADE ELEV. = 101.4 18" SANITARY SEWER INVERT ELEV. = 90.5 INSTALL 6" FH RUN OVER 18" SS W/4' COVER. FINISHED GRADE ELEV. = 101.5 15" STORM DRAIN INVERT ELEV. = 9.3.3 INSTALL 12" PVC OVER 15" SD W/4' COVER. FINISHED GRADE ELEV. = 101.8 18" SANITARY SEWER INVERT ELEV. = 90.0 INSTALL 6" FH RUN OVER 18" SS W/4' COVER. FINISHED GRADE ELEV. = 100.9 30" STORM DRAIN INVERT ELEV. = 92.9 INSTALL 12" PVC OVER 30" SD W/3.2' COVER. FINISHED GRADE ELEV. 42" STORM DRAIN INVERT ELEV. INSTALL 8" PVC OVER 42" SD W/2.5' COVER. FINISHED GRADE ELEV. 15" STORM DRAIN INVERT ELEV. INSTALL 8' PVC UNDER 15" SD W/4.5' COVER. FINISHED GRADE ELEV. 15" STORM DRAIN INVERT ELEV. INSTALL 12" PVC OVER 15" SD W/3' COVER. 100.8 93.0 101.6 98.2 100.4 93.9 FINISHED GRADE ELEV. = 100.1 15" STORM DRAN INVERT ELEV. = 97.5 INSTALL 12" PVC UNDER 15" SD W/4.5' COVER. 15" STORM INSTALL 6" 18" STORM INSTALL 6" FINISHED GRADE ELEV. = 99.4 DRAIN INVERT ELEV. = 97.3 FH RUN UNDER 15" SD W/3.5' COVER. FINISHED GRADE ELEV. = 99.2 DRAIN INVERT ELEV. = 96.7 FH RUN UNDER 18" SD W/3.6' COVER. FINISHED GRADE ELEV. = 99.4 18" SANITARY SEWER INVERT ELEV. = 89.3 INSTALL 6" FH RUN OVER 18" SS W/3.5' COVER. FINISHED GRADE ELEV. = 99.4 15" STORM DRAIN INVERT ELEV. = 97.0 INSTALL 12" PVC UNDER 15" SD W/4' COVER. FINISHED GRADE ELEV. = 99.6 24" STORM DRAIN INVERT ELEV. = 94.9 INSTALL 12' PVC UNDER 24" SD W/5.9' COVER. FINISHED GRADE ELEV. = 100.9 15' STORM DRAIN INVERT ELEV. = 95.9 INSTALL 12" PVC UNDER 15" SD W/6.0' COVER. FINISHED GRADE ELEV. = 101.8 18" SANITARY SEWER INVERT ELEV. = 88.8 INSTALL 6" FH RUN OVER 18" SS W/4' COVER. FINISHED GRADE ELEV. = 100.5 EXIST. 18" STORM DRAIN - INVERT ELEV. = 97.1 INSTALL 12" PVC UNDER 18" SD W/4.5' COVER. FINISHED GRADE ELEV. = 102.4 18" SANITARY SEWER INVERT ELEV. = 88.5 INSTALL 12' PVC OVER 18" SS W/4' COVER. FINISHED GRADE ELEV. = 102.7 15' STORM DRAIN INVERT ELEV. = 95.9 INSTALL 12" PVC OVER 15" SD W/3.3' COVER. * O FINISHED GRADE ELEV. 15" STORM DRAIN INVERT ELEV. INSTALL 12" PVC OVER 15" SD W/3.5' COVER. FINISHED GRADE ELEV. EX. 15' STORM DRAIN INVERT ELEV. 94.2 INSTALL 12" PVC OVER 15" SD W/4' COVER. 101.6 88.0 101.7 94.7 101.7 FINISHED GRADE ELEV. = 99.8 15" STORM DRAIN INVERT ELEV. = 97.2 INSTALL 6" SERVICE UNDER 15" SD W/4' COVER. FINISHED GRADE ELEV. = 99.4 18" SANITARY SEWER INVERT ELEV. = 89.3 INSTALL 6" SERVICE RUN OVER 18" SS W/4' COVER. FINISHED GRADE ELEV. = 99.4 15" STORM DRAIN INVERT ELEV. = 96.8 INSTALL 6' SERVICE RUN UNDER 15" SD W/4' COVER. FINISHED GRADE ELEV. = 100.0 18" STORM DRAIN INVERT ELEV. = 93.0 INSTALL 12" PVC OVER 18" SD W/3.3' COVER. FINISHED GRADE ELEV. = 103.6 18" SANITARY SEWER INVERT ELEV. = 92.0 INSTALL 6" DI OVER 18" SS W/4' COVER. FINISHED GRADE ELEV. = 100.6 15" STORM DRAIN INVERT ELEV. = 98.0 INSTALL 12" PVC UNDER 15" SD W/4' COVER. FINISHED GRADE ELEV. = 100.8 15" STORM DRAIN INVERT ELEV. = 98.1 INSTALL 6" DI UNDER 15" SD W/4' COVER. FINISHED GRADE ELEV. = 104.0 12x51 JOINT TRENCH INVERT ELEV. = 99.7 INSTALL 12" PVC UNDER JT W/5.5' COVER. FINISHED GRADE ELEV. = 104.0 30x72 JOINT TRENCH INVERT ELEV. = 98.0 INSTALL 12" CL&C DOUBLE OFFSET UNDER JT W/3' DROP & 3.5' RUN (7' COVER), PC. MK. "Y". SEE DWG. CW-693. FINISHED GRADE ELEV. = 102.9 24x56 JOINT TRENCH INVERT ELEV. = 98.2 INSTALL 12" PVC UNDER JT W/5.5' COVER. FINISHED GRADE ELEV. = 102.3 24x54 JOINT TRENCH INVERT ELEV. = 97.8 INSTALL 12" PVC UNDER JT W/5.6' COVER. FINISHED GRADE ELEV. = 101.7 12x51 JOINT TRENCH INVERT ELEV. = 97.5 INSTALL 12" PVC UNDER JT W/4.9' COVER. FINISHED GRADE ELEV. = 101.5 12x49 JOINT TRENCH INVERT ELEV. = 97.4 INSTALL 12" PVC UNDER JT W/5.3' COVER. FINISHED GRADE ELEV. = 101.5 18x51 JOINT TRENCH INVERT ELEV. = 97.2 INSTALL 12" PVC UNDER JT W/5.5' COVER. FINISHED GRADE ELEV. = 101.5 12x49 JOINT TRENCH INVERT ELEV. = 97.4 INSTALL 12" PVC UNDER JT W/5.3' COVER. FINISHED GRADE ELEV. = 101.5 12x49 JOINT TRENCH INVERT ELEV. = 97.4 INSTALL 12" PVC UNDER JT W/5.3' COVER. FINISHED GRADE ELEV. = 101.5 12x49 JOINT TRENCH INVERT ELEV. = 97.4 INSTALL 12" PVC UNDER JT W/5.3' COVER. * 68 It FINISHED GRADE ELEV. = 101.5 12x51 JOINT TRENCH INVERT ELEV. = 97.2 INSTALL 12" PVC UNDER JT W/5.5' COVER. FINISHED GRADE ELEV. = 101.5 12x49 JOINT TRENCH INVERT ELEV. = 97.4 INSTALL 12" PVC UNDER JT W/5.3' COVER. FINISHED GRADE ELEV. = 100.7 12x49 JOINT TRENCH INVERT ELEV. = 96.6 INSTALL 12" PVC UNDER ST W/5.3' COVER. FINISHED GRADE ELEV. = 100.4 INVERT ELEV. = 96.3 INSTALL 12" CL&C DOUBLE OFFSET UNDER ST W/2.5' DROP & 2.5' RUN (5.3' COVER). PC. MK. "Z" PER DWG. CW-693. FINISHED GRADE ELEV. = 100.1 12x49 JOINT TRENCH INVERT ELEV. = 96.0 INSTALL 12" PVC UNDER JT W/5.3' COVER. FINISHED GRADE ELEV. = 99.8 12x49 JOINT TRENCH INVERT ELEV. = 95.7 INSTALL 12" PVC UNDER JT W/5.3' COVER. 12x49 JOINT TRENCH INSTALL 12" PVC UNDER 12x49 JOINT TRENCH INSTALL 12" PVC UNDER 12x49 JOINT TRENCH INSTALL 12" PVC UNDER 12x49 JOINT TRENCH INSTALL 12" PVC UNDER 12x49 JOINT TRENCH INSTALL 12" PVC UNDER 12x49 JOINT TRENCH INSTALL 12" PVC UNDER 12x49 JOINT TRENCH INSTALL 12" PVC UNDER FINISHED GRADE ELEV. INVERT ELEV. JT W/5.3' COVER. FINISHED GRADE ELEV. INVERT ELEV. JT W/5.7' COVER. 99.5 95.4 99.5 95.5 FINISHED GRADE ELEV. = 100.2 INVERT ELEV. = 96.1 JT W/5.3" COVER. FINISHED GRADE ELEV. = 101.0 INVERT ELEV. = 96.9 IT W/5.8' COVER. FINISHED GRADE ELEV. = 101.9 INVERT ELEV. = 97.8 JT W/5.3' COVER FINISHED GRADE ELEV. = 102.7 INVERT ELEV. = 98.6 JT W/5.3' COVER. FINISHED GRADE ELEV. = 103.3 INVERT ELEV. = 99.3 JT W/5.2' COVER. FINISHED GRADE ELEV. = 102.8 12x49 JOINT TRENCH INVERT ELEV. = 98.7 INSTALL 12" CL&C DOUBLE OFFSET UNDER JT W/2' DROP & 2.5' RUN (5.3' COVER), PC. MK. "T" PER DWG. CW-693. FINISHED GRADE ELEV. = 102.1 12x49 JOINT TRENCH INVERT ELEV. = 98.0 INSTALL 12" PVC UNDER JT W/5.3' COVER. FINISHED GRADE ELEV. = VERIFY JOINT TRENCH INVERT ELEV. = VERIFY FIELD VERIFY DEPTH & LOCATION OF JT PRIOR TO WATER MAIN INSTALLATION. LEGEND: III= TEE = ELBOW, 45" = ELBOW, 90' X) = BLOWOFF (PROPOSED) » = BLOWOFF (RESTING) O = GATE VALVE (PROPOSED) • = GATE VALVE (COSTING) u = REDUCER (PROPOSED) ► = REDUCER (HEISTING) I = SOLID PLUG = PROPOSED WATER MAIN --- - EXISTING WATER MAIN SANITARY SEWER STORM DRAIN FIRE HYDRANT (PROPOSED) FIRE HYDRANT (EXISTING) BUTTERFLY VALVE CHECK VALVE FLE% CPLG. FINISHED GRADE "WATER" UNEGUARD TAPE (FOR ALL PIPE) SAND ENVELOPE TRACER WIRE (FOR ALL PIPE) POLYETHYLENE ENCASEMENT, BMIL (FOR DUCTILE IRON PIPE) BILL OF MATERIALS lt‘ PVC C-900 PIPE OR DUCTILE IRON PIPE K44/ Y2222 IMPORT BACKFILL REQUIRED WHEN GOVERNING AGENCY'S COMPACTION REQUIREMENTS CANNOT BE MET WITH NATIVE BACKFILL PAVEMENT & BASEROCK (WHERE REQUIRED) wyv r • . ' 2 MAX. • ruff Er • • •I ;• c ••g JDL 12' 4' MIN UNLESS OTHERWISE NOTED NOTE: 1. ALL EXCESS SPOIL IN TRACT IS TO REMAIN TRENCHSIDE AND ALL EXCESS SPOIL OFF TRACT IS TO BE REMOVED. 2. ALL VALVE CASINGS AND COVERS SHALL BE RAISED TO FINISHED GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED. NOTE: ALL FITTINGS SHALL BE EPDXY COATED \ 12" MAIN 4075'-12" PVC C-900 PIPE 4485'-LINEGUARD TAPE r 4485' -TRACER WIRE #12AWG STRANDED COPPER THWN INSULATED 12-12" GATE VALVE TJ 12 -VALVE CASING & COVER ASSY 3-12" TEE TJ 2-12"x8" TEE TJ 1-10"xT"TEE TJ 1-10"TEE TJ 1-12"x10" REDUCER TJ 3-12" PVC CLOSURE CPLGS 2-10" ACRBxDI FLEX CPLGS, 10" SLV 10'±-10" DI PIPE F/TIE-IN 20'-12" PVC PIPE F/TIE-IN 2-6" FIELD LOK GASKETS 32-12" RINGS F/TJ FITTINGS 2-10" RINGS F/TJ FITTINGS \ 2-8" RINGS F/TJ FITTINGS 3-12" CAP TAPT 2" MJ 3-2" BLOWOFF ASSY 75'-POLYWRAP F/DI FITTINGS 7-12" PVC HIGH DEFLECTION CPLGS 100'-POLYWRAP F/DI FITTINGS 8" MAIN 120'-8" PVC C-900 PIPE 130'-LINEGUARD TAPE 130' -TRACER WIRE #12AWG STRANDED COPPER THWN INSULATED 3-8" GATE VALVE TJ 3 -VALVE CASING & COVER ASSY 4-8" ELL 45" TJ 2-8" ACRB x DI FLEX CPLGS, 10" SLV 2-8" PVC CLOSURE CPLGS 20'-8" PVC PIPE F/TIE-IN 4-10.13 OD x 15.5" ID CASING PIPE INSULATORS (VERIFY CL&C OD) 12-8" RINGS F/TJ FITTINGS 35'-POLYWRAP F/DI FITTINGS CL&C SINGLE OFFSET (PER DWG. CW-579) 2-12" CL&C SINGLE OFFSETS (14" O.D.) 4-14" STD x DI FLEX CPLGS, 10" SLV 2-14" ID x 1/4" x 4" WIDE SPLIT STEEL BUTT STRAPS 10'-14" OD CL&C PIPE CLAcC DOUBLE OFFSET (PER DWG, CW-693) 5-12" CL&C DOUBLE OFFSETS (14" O.D.) 10-14" STD x DI FLEX CPLGS, 10" SLV SERVICES 2-2" IRRIGATION SERVICES (SEE PLAN) 1-6" SERVICE (REPLACE EXISTING) 2-12"x6" TEE TJ (SEE DWG. CW-784) FIRE HYDRANTS 13-6" FIRE HYDRANTS 13-12"x6" TEE TJ (SEE NOTE#17 F/TYPICAL HYDRANT MATERIALS) MSC, An A Arne• "C' C" nI o=or TRENCH CROSS SECTION NTS NOTE: WHEN ASSEMBUNG A PVC C-900 PIPE TO AN IRON FITTING (PUSH -ON OR MECHANICAL JOINT). REMOVE ALL BUT 1/4 INCH OF THE FACTORY MADE BEVEL FROM THE SPIGOT END OF THE PIPE PRIOR TO INSTALLATION. N, 4. 41. PHASE 1 EST. 4180 -MPS DWG. MPS -4457y / S "4 /:1 7 7 VICINITY MAP MTw NOTES: 1. Inspection of all materials and installation for pipeline, hydrants and services must be made by California Water Service Company. Telephone: (415) 343-7698 at least 48 hours before starting work on water facilities. 2. My easements and rights -of -way which may be necessary or reasonably appropriate for the extension will be conveyed or caused to be conveyed by the applicant. 3. Contact Underground Service Alert at 800-642-2444 at least 48 hours prior to the commencement of this project. 4. Place a continuous wire and strip of detector tape over all pipe and extend up into all valve boxes. Tracer wire is required on all pipe. 5. For details of typical thrust block installation, see drawing CW 435-R4. 6. Protect underground flexible couplings, bare steel, MJxMJ sleeves, and all bolts (including stainless steel) as follows: 1. The entire area of the fitting must be dry and free of dust, dirt, and other foreign matter. Rust or other foreign matter must be removed by scraping or wire brushing. Wiping with a dry clean cloth may be necessary to remove the particles from brush cleaning. Any oil or grease must be removed by using a low residue, volatile petroleum solvent before application of grease and wrapping. 2. The exposed area should be coated with a heavy coating of Metalguard 301 grease by the glove method to a thickness of at least 1/4". 3. Firmly wrap the entire grease area with one layer, half lapped of a woven glass filament mesh (Res or Bit Wrap, 4" wide). 4. Apply o second layer of Metalguard 301 grease on top of the glass filament by the glove method to a thickness of at least 1/4". 5. Firmly wrap the entire grease area with a second layer, half lopped of the woven glass filament mesh. 6. Cover the entire mesh wrapped area of the nttinp with a third and final coating at least 1/4 thick of Metalguard 301 grease by the glove method. 7. Firmly apply 2 layers of polywrap, half lapped over all areas of the coated and wrapped fitting. Backfilling may follow immediately after this wrapping. 7. Water main shall be installed at least 10 ft. horizontally from and one foot higher than storm and sanitary sewers located parallel to the main if feasible. Center a 20 foot length at all storm and sanitary sewer cross- ings. Minimum separation between sewer and water main shall be one foot unless otherwise indicated. 8. No valve covers or meter boxes are to lie in sidewalks, cross gutter, curb or driveways. Each service should also be located to provide protection to the meter box from auto traffic and parking. 9. The exact location of each service to be de- termined at the time of installation to avoid conflicts with other utilities. Therefore, the number of long, short and split services may vary. Preferred CWS location to be staked and installed by developers s engineer. Any relocations after installation will be at developer's expense. 10. Location of blow -off in new street area will terminate where street improvement ends. 11. Services installed across street area will need import backfill when government agency's compaction requirements cannot be met with native backfill. 12. It is the responsibility of the contractor to verify the exact location and depth of all existing and proposed facilities prior to water main installation. 13. The list of materials for this project is for CWS Co. estimating and reference purposes only and is not intended as a full take -off of material required. 14. The water supply for this development is from local underground aquifers. Additional wells for replacement and pressure will be required in the future. 15. Developer shall obtain all permits necessary for the installation of the facilities. 16. This water plan design is based on incomplete and unapproved improvement plans. Therefore, sewers, storm drains and street grading con- flicts may occur. 17. Op = Indicates fire hydrant (San Mateo) Limits of CWS Co. ownership for each hydrant: 1 - 6 Inch Outlet tee TJ 1 - 6 Inch Gate Valve TJ 3 - 6" Field Lok Gaskets 1 - Valve Casing and Cover Assembly 1 - 6 Inch Ell 90 MJ CI CL(MJxSpgt as needed) +/- 10 Feet of 6 Inch Ductile Iron Pipe 1 - 6x48 Inch Fire Hydrant Bury FLGxMJ 1 - 6x6 Inch Hyd. Extension (Breakaway Spool) 1 - Hydrant Rich Corona 550 2-1/2 & 4-1/2 1 - Set Bolts, Nuts & Gasket F/Rich Hydrant 1 - Set Bolts, Nuts & Gasket F/Rich Hyd. Brkf Polywrap Tubing, PVC Tape, Line Guard and misc. coating mat'I. IF FIELD CONDITIONS OR FIRE PROTECTION AGENCY REQUIRE AN ALTERNATIVE INSTALLATION, THE OUTLET TEE AND GATE VALVE MAY BE REPLACED WITH: 1 - 6 Inch Outlet Tee TJxFLG CI CL 1 - 6x8 -3/4x1/16 Inch Ring Gasket W/CI 8 - 3/4x3-1/2 Inch Machine Bolts W/Hex Nuts, 18-8 Stainless Steel 1 - 6 Inch Gate Valve FLGxTJ NRS NO RS (The fire chief will make the final choice of fire hydrant head with CWS Co. approval.) SUMMARY 4075'-12" PVC C-900 PIPE 120'- 8" PVC C-900 PIPE 2- 2" IRRIGATION SERVICES 1- 6" SERVICE 13- 6" FIRE HYDRANTS 2-12" CL&C SINGLE OFFSETS 5-12" CL&C DOUBLE OFFSETS ABANDON 165'-6" DI PIPE ENGINEERING DEPARTMENT PLAT SHEET NO.: SCALE: 1"=200' DRAWN BY: PERALTA DESIGNED BY: APPROVED BY: DATE: No. C50872 SNP. 9-30-01 PARK PLACE TO DELAWARE STREET HAIHCI a JSYHd SMOGVJJI AVE' DISTRICT: MID -PENINSULA SYSTEM DATE: 12/1/98 ESTIMATE NO.: 4230 -MPS DRAWING NO.: MPS -4440 SET 1 OF 4 AS BUILT 3-18=2 NOTE: EVENLY COAT G.I. FITTINGS EXPOSED TO SOIL AND CONCRETE WITH 3M SCOTCHWRAP PIPE PRIMER AND THEN WRAP WITH 3M SCOTCHWRAP NO. 51 BLACK TAPE (3/4" OVERLAP). REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY RED BRASS FITTINGS (AS REQUIRED) RED BRASS UNION PVC IRRIGATION MAIN LINE TO IRRIGATION POINT OF CONNECTION OR WATER METER FINISH GRADE PVC MAINLINE BACKFLOW ASSEMBLY QUICK COUPLING VALVE IN BOX 14" X 19" RECTANGULAR 13" X 24" RECTANGULAR VALVE BOX VALVE BOX EDGE OF LAWN, WALK, FENCE, CURB, ECT. TOP VIEW NOTES: I. CENTER BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET BOXES r ABOVE FINISH GRADE OR MULCH COVER IN GROW COVER/SHRUB 3. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREAS. 4. SET PDXES PARELLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOX EDGES TO PREVENT COLLAPSE AND DEFOLIATION OF VALVE BOX SIDES. 6. VALVE BOXES SHALL HAVE BOLT DOU.N LIDS. 1. VALVE BOX LIDS SHALL HAVE VALVE MARKERS INDICATING CONTROLLER AND STATION NUMBER VALVE BOX INSTALLATION NTS STRIP WIRES APPROXIMATELY J 5/8" FROM END CIF( INSERT WIRES THROUGH HOLES IN BASE OF BODY TWIST STRIPPED WIRES TOGETHER AND APPLY CRIMP SLEEVE WITH AN INDENT TYPE CRIMPING TOOL. PUSH WIRES BACK INTO BODY. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IN SNAPS TIGHT. NOTES: I. ONE CONNECTOR HANDLES "10 AUG, M2 AUG AND .14 AU* WIRES. 2. WIRE CONNECTORS WILL ACCEPT THREE WIRE OR TWO WIRE CONNECTIONS. 3. WIRE CCNNECTORS SHALL BE MANUFACTURED BY KING WIRE CONNECTION NTS CURB, WALK OR HEADER - BOARD FINISH GRADE 12" MIN. POP-UP SHRUB SPRAY SHRUB SPRAY MIN. OR BUBBLER 1/2" SCI -I. 80 PVC COUPLING • 411 (GRAY) �I 1/2' SCHEDULE 80 PVC NIPPL (GRAY) PVC LATERAL LINE WALL, FENCE OR BUILDING MANUFACTURED SWING JOINT LATERAL TEE TOP VIEW SIDE VIEW LEGEND I. LEMEUR BACKFLOW ENCLOSURE. 2. BACKFLOW PREVENTER 3. ANCHOR ROD (TYPICAL). 4. POURED CONCRETE BASE. - 6" MINIMUM THICKNESS - EXTEND 4" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE. LEMEUR ENCLOSURE NTS 5. WATER SERVICE INLET PIPING. 6. WATER SERVICE OUTLET PIPING. 1. FINISH GRADE. 8. SUPPORT ROD (TYPICAL). PVC MALE ADAPTER FINISH GRADE LATERAL L PVC MAIN LINE -CAP AND PVC SCHEDULE 80 UNION (S x 5) REMOTE CONTROL VALVE WITH FLOW CONTROL CARSON 1419 PLASTIC VALVE BOX 1 REMOTE CONTROL VALVE PER BOX -NO EXCEPTIONS. INSTALL FLUSH WITH GRADE. 24 VOLT WIRE PROVIDE KING WIRE CONNECTORS AT ALL SPLICES AND 36" OF EXCESS WIRE PEA GRAVEL -4" DEEP BELOW VALVE (NO SOIL IN VALVE BOX) BRASS BALL VALVE SAME SIZE AS RC.V. TEE FOR VALVE MANIFOLD (IF REQ'D) SCHEDULE 80 PVC FITTINGS (AS REQUIRED) BRICK (4 -TOTAL) PVC MAIN LINE TO POINT OF CONNECTION U.P.C/ APPROVED SCHEDULE 40 PVC TEE REMOTE CONTROL VALVE INSTALLATION NTS II CONCRETE THRUST BLOCK (TYPICAL) II -II -IF -11- -uq =11= -11=11- Ir-1, =11 -= INSTALL MAIN LINE AS PER MANUFACTURERS INSTALLATION GUIDE. SIZE OF CONCRETE THRUST BLOCKS SMALL BE PER MANUFACTURERS INSTALLATION GUIDE. THRUST BLOCK INSTALLATION NTS NOTT GLUE AENABLEPACCESS TO BUBBLE 12" PVC LATERAL LINE BBLER TREE FINISH GRAD ROOTBALL (LENGTOH AS REQUIRED SCH. 40 PVC 90' ELL 4" X 36" PERFORATED DRAIN PIPE. LOCATE ADJACENT TO ROOTBALL. FILL TO 1" BELOW BUBBLER WITH 3/4" DRAIN ROCK NOTES: 1. ONE BUBBLER PER TREE TO BE PLACED UPHILL SIDE OF ROOTBALL. 12 TYPICAL RISER INSTALLATION 13 j NTS TREE BUBBLER INSTALLATION 1. Calsense stainless steel controller model ET1 mounted flush on feoelaaure at 25 degree degree angle for easy access and viewing. 2. Piston connected to flip top. 3. Calsense stainless steel controller enclosure model SSE -R (for radio). 4. TP-1 transient protection board 5. GFI outlet and switch. 6. TP-110 surge protector. 7. Schedule 40 grey PVC electrical conduits with sweep ell for voltage wire and communication cable. 8. #8 AWG grounding wire 9. Finish grade 10. 120 volt electrical service per local codes. 11. 5/8" x 8' long copper clad grounding rod (inside enclosure) 12. 4" thick concrete slab over 4" compacted aggregate base. Extend 6" beyond all sides of enclosure. 13. Steel template with mountong bolts attached (included with with enclosure) set in concrete base. 14. Radio Antenna (required). 3 LCONTROLLER ENCLOSURE DETAIL NTS NOTES: WIRE FLOW SENSOR TO CONTROLLER PER MANUFACTURERS INSTRUCTIONS. INSTALL FLOW SENSORS THAT ARE ONE DIAMETER SIZE SMALLER THAN MAINLINE PIPE SIZE. RECT DGULAR PLASTIC VALVE BOX WITH BOLTOWN LID: TOP DIMENSION II 3/4" X 11" - 12" DEEP 24 VOLT WIRE -PROVIDE KING WIRE CONNECTORS AT ALL SPLICES AND 36" OF EXCESS WIRE FLOW METER -SEE LEGEND FOR MODEL NUMBER SSEENASORGR(NOLSOL IN DEEP SCHEDULE SO PVC FITTINGS (AS REQUIRED) BRICK (4 -TOTAL) PVC MAIN LINE TO POINT OF CONNECTION/ MINIMUM DO5 X METER FINISH GRADE MINIMUM IIgNUPSTREAME TER SIZE(F CARSON 1419 BOLT DOWN PLASTIC VALVE BOX MARKED "IRRIGATION" 18" FINISH GRADE rO" IN LAWN 1" IN SHRUB OR GROUNDCOVER AREA 12" PVC PIPE BALL VALVE PEA GRAVEL 4" DEEP (NO SOIL IN BOX) BRICK -2 TOTAL PVC MAIN LINE PVC MALE ADAPTER BALL VALVE INSTALLATION NTS RECTANGULAR PLASTIC VALVE BOX WITH BOLT DOWN LID. MASTER REMOTE CONTROL VALVE FLOW SENSOR AND MASTER REMOTE CONTROL VALVE INSTALLATION NTS FINISH GRADE WALK, CURB OR HEADER 1/2" GALV. PIPE I8" LONG BRICK -2 TOTAL PEA GRAVEL 4" DEEP (NO SOIL IN BOX) I" x 3" SCHEDULE 80 PVC NIPPLE QUICK COUPLER IN BOX NTS QUICK COUPLING VALVE CARSON ROUND BOLT DOWN PLASTIC VALVE BOX MARKED "WATER" STAINLESS STEEL PIPE CLAMPS (2) I" x 6" SCHEDULE 80 PVC NIPPLE I x 6" SCHEDULE 80 PVC NIPPLE PVC MAIN LINE I" SCHEDULE SO PVC 90' ELL (3) OTE: INSTALL SPRINKLER AT FINISHED GRADE T APPROVED BACKFILL TORO 12" POP-UP SPRAY HEAD NOTE: CONTRACTOR MAY NOT INSTALL PIPE TO SIDE INLET MANUFACTURED SWING JOINT ATERAL PIPE LATERAL TEE <14)12" POP-UP SPRAY HEAD DETAIL 24 VOLT WIRE PROVIDE WIRE CONNECTORS AT ALL SPLICES AND 36" OF EXCESS WIRE SCHEDULE 80 PVC FITTINGS (AS REQUIRED) SEN NLSOILDINEVALVE BOX) BRICK (4 -TOTAL) PVC MAIN LINE TO POINT OF CONNECTION FINISH GRAD 12" 18" DIRECT BURIAL LOW VOLTAGE CONTROL WIRES 1 CURB, WALK OR HEADER - BOARD NON -PRESSURE LINE (LATERAL) PRESSURE LINE (MAIN OR LATERAL) NOTES: I. TRENCHING AND BACKFILLING SHALL BE PER STANDARD SPECIFICATIONS. 2. MINIMUM BACKFILL RELATIVE COMPACTION SHALL BE 90%. 3. BUNDLE CONTROL WIRES TOGETHER AND TAPE TO PIPE AT 10' INTERVALS. 4. 24" MIN. FOR ALL LINES UNDER VEHICULAR PAVING. IRRIGATION TRENCHING NTS THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE NCORPORATED HEREIN AS A RESULT. RECORD DRAWING CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT. THESE PLANS HAVE BEEN CHECKED FOR COMPLIANCE WITH S.AIM.C. SEC. 29.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLAI**IG APPUCATION: I b .wrc./ ENGINEERING AND DESIGN REMAINS THE SOLE RESPONSBILITy OF THE LICENSED CIVIL !ENGINEER SIGNING THESE PLANS. BY: DATE: 7/ G7!S ■ ■ ATr;s:: O N . . . . . • ▪ . . . • • • . ■ . • ■ ■ • ■ ■ . • . . GATES & ASSOCIATES LANDSCAPE ARCHITECTURE LAND PLANNING • URBAN DESIGN 2 4 4 0 TASSAJARA LANE DANVILLE, CALIFORNIA 94526 TEL 510. 738. 8178 FAX 510.738.8184 BAY MEADOWS DEVELOPMENT PLAN QTY OF SAN MATEO one r No L qa Beddow Description: Date: Project Nom: BAY MEADOWS Project Number: Project Pile: Drawn: cheob Date: Dude: NONE IRRIGATION DETAILS of Sheet. • ■ . AS BUILT 3-18-2 " s " �% 1 a s �% �% i �% 7 S T U B - O U T A N D C A P 1 " L A T E R A L L I N E N V A L V E B O X F O R P H A S E 2 I R R I G A T I O N A T T H I S L O C A T I O N . R E F E R T O P H A S E 2 P L A N S F O R C O N T I N U A T I O N O F P H A S E 2 I R R I G A T I O N . Y D - 8 7 i ' ` 1 3 y N { L I N C A M P U S F U T U R E ��R I N S T A L L M A I N L I N E A N D W I R E S A T S A C K O F S I D E W A L K C O O R D . 4 4 : E E I . L O C } T T I p t , t 1 d - F / 1 T D _ ' \ t ` 1 = - ? : 2 0 ' C . . ��_ . ~ < 1 7 . . . 3 ' I R R I G A T I O N N O T E S 4 " S L . 1 1 4 : 2 1 * 1 6 1 , 4 1 I R R I G A T I O N D E M A N D : 4 0 G P M A T 8 5 P S I . V E R I F Y P R E S S U R E P R I O R T O S T A R T I N G W O R K 1 1 / 2 " W A T E R M E T E R F O R I R R I G A T I O N 1 1 / 2 " R E D U C E D P R E S S U R E B A C K F L O W A S S E M B L Y I R R I G A T I O N C O N T R O L L E R ' S " 0 " 4 " E " - P E D E S T A L M O U N T A S D I R E C T E D B Y A R C H I T E C T . S E R V I C E W I T H 1 2 0 V O L T A . G . E L E C T R I C A L . E L E C T R I C A L S E R V I C E T O T H I S L O C A T I O N P R O V I D E D B Y O T H E R S . I . T h i s d e s i g n i s d i a g r a m m a t i c . A l l p i p i n g , v a l v e s , e t c . s h o w n w i t h i n p a v e d a r e a s i s f o r d e s i g n c l a r i f i c a t i o n o n l y a n d s h a l l b e i n s t a l l e d i n p l a n t i n g a r e a s w h e r e p o s s i b l e . A v o i d a n y c o n f l i c t s b e t w e e n t h e s p r i n k l e r s y s t e m , p l a n t i n g a n d a r c h i t e c t u r a l f e a t u r e s . 2 . D o n o t w i l l f u l l y i n s t a l l t h e s p r i n k l e r s y s t e m a s s h o w n o n t h e d r a w i n g s w h e n i t i s o b v i o u s i n t h e H e l d t h a t o b s t r u c t i o n s , g r a d e d i f f e r e n c e s o r d i f f e r e n c e s i n t h e a r e a d i m e n s i o n s e x i s t t h a t m i g h t n o t h a v e b e e n c o n s i d e r e d i n t h e e n g i n e e r i n g . S u c h o b s t r u c t i o n s o r d i f f e r e n c e s s h o u l d b e b r o u g h t t o t h e a t t e n t i o n o f t h e O w n e r ' s a u t h o r i z e d r e p r e s e n t a t i v e . I n t h e e v e n t t h a t t h i s n o t i f i c a t i o n I s n o t p e r f o r m e d , t h e I r r i g a t i o n C o n t r a c t o r s h a l l a s s u m e f u l l r e s p o n s i b i l i t y f o r a n y r e v i s i o n s n e c e s s a r y . 3 . I t i s t h e r e s p o n s i b i l i t y o f t h e I r r i g a t i o n C o n t r a c t o r t o f a m i l i a r i z e h i m s e l f w i t h a l l g r a d e d i f f e r e n c e s , l o c a t i o n o f w a l l s , r e t a i n i n g w a l l s , e t c . 1 4 e s h a l l c o o r d i n a t e h i s w o r k w i t h t h e G e n e r a l C o n t r a c t o r a n d o t h e r S u b c o n t r a c t o r s f o r t h e l o c a t i o n a n d t h e i n s t a l l a t i o n o f p i p e s l e e v e s t h r o u g h w a l l s , u n d e r r o a d w a y s , p a v i n g , s t r u c t u r e s , e t c . ��_ o r I - _ 1 r i t n o t p c c a i b l e t o i n d i c a t e a l l o f f s e t s , f i t t i n g s s l t ? F _ V e 5 a 4 . L i U G L C J L T I G s c a l e t f i t - . d r a w i n g s , I f . . A . ��, i �� v . . ��v ��v . . . . ��J U w h i c h m a y b e r e q u i r e d . T h e C o n t r a c t o r s h a l r c a r e f u l l y i n v e s t i g a t e t h e s t r u c t u r a l a n d f i n i s h e d c o n d i t i o n s a f f e c t i n g a l l o f h i s w o r k a n d p l a n h i s w o r k a c c o r d i n g l y , f u r n i s h i n g s u c h f i t t i n g s , e t c . , a s m a y b e r e q u i r e d t o m e e t s u c h c o n d i t i o n s . D r a w i n g s a r e g e n e r a l l y d i a g r a m m a t i c a n d i n d i c a t i v e o f t h e w o r k t o b e i n s t a l l e d . T h e n w o r k s h a l l b e i n s t a l l e d i n s u c h a m a n n e r a s t o a v o i d c o n f l i c t s b e t w e e n I r r i g a t i o n s y s t e m s , p l a n t i n g , a n d a r c h i t e c t u r a l f e a t u r e s . 5 . E l e c t r i c a l C o n t r a c t o r t o s u p p l y 1 2 0 v o l t A . G . ( 2 . 5 a m p ) s e r v i c e t o c o n t r o l l e r l o c a t i o n . C o n t r a c t o r t o m a k e f i n a l c o n n e c t i o n f r o m e l e c t r i c a l s t u b - o u t t o c o n t r o l l e r . b . E a c h c o n t r o l l e r s h a l l h a v e i t s o w n i n d e p e n d e n t g r o u n d w i r e . 1 . V a l v e l o c a t i o n s s h o w n a r e d i a g r a m m a t i c . I n s t a l l i n g r o u n d c o v e r / s h r u b a r e a s w h e r e p o s s i b l e I r r r i g a t i o n S . S p l i c i n g o f 2 4 v o l t w i r e s w i l l n o t b e p e r m i t t e d e x c e p t i n v a l v e b o x e s . L e a v e a 2 4 " c o i l o f e x c e s s w i r e a t e a c h s p l i c e a n d 1 0 0 f e e t o n c e n t e r a l o n g w i r e r u n . T a p e w i r e i n b u n d l e s 1 0 f e e t o n c e n t e r . N o t a p i n g p e r m i t t e d i n s i d e s l e e v e s . 9 . I n s t a l l a s p a r e c o n t r o l w i r e o f a d i f f e r e n t c o l o r a l o n g t h e e n t i r e m a i n l i n e . L o o p 3 6 " e x c e s s w i r e i n t o e a c h s i n g l e v a l v e b o x a n d i n t o o n e v a l v e b o x i n e a c h g r o u p o r v a l v e s . 1 0 . T h e I r r i g a t i o n C o n t r a c t o r s h a l l f l u s h a n d a d j u s t a l l s p r i n k l e r h e a d s f o r o p t i m u m p e r f o r m a n c e a n d t o p r e v e n t o v e r s p r a y o n t o w a l k s , r o a d w a y s a n d / o r b u i l d i n g s a s m u c h a s p o s s i b l e . T h i s s h a l l i n c l u d e s e l e c t i n g t h e b e s t d e g r e e o f a r c t o f i t t h e e x i s t i n g s i t e c o n d i t i o n s a n d t o t h r o t t l e t h e c o n t r o l a t e a c h v a l v e t o o b t a i n t h e o p t i m u m o p e r a t i n g p r e s s u r e f o r e a c h s y s t e m . 1 1 . N o t i f y A r c h i t e c t o f a n y a s p e c t s o f l a y o u t w h i c h w i l l p r o v i d e i n c o m p l e t e o r i n s u f f i c i e n t w a t e r c o v e r a g e o f p l a n t m a t e r i a l a n d d o n o t p r o c e e d u n t i l h i s i n s t r u c t i o n s a r e o b t a i n e d . 1 2 . A l l s p r i n k l e r h e a d s s h a l l b e s e t p e r p e n d i c u l a r t o f i n i s h g r a d e o f t h e a r e a t o b e i r r i g a t e d u n l e s s o t h e r w i s e d e s i g n a t e d o n t h e p l a n s . 8 9 + 0 0 6 " S L . P H A S I N G N O T E S : I . " P H A S E I " P L A N S S H A L L I N S T A L L : I R R I G A T I O N M A I N L I N E S / A L L S L E E V E S N R O A D S R E M O T E C O N T R O L V A L V E S A N D W I R E S 2 . C A P A L L L A T E R A L S I N 5 ' P L A N T E R S T R I P T O B E I N S T A L L E D W / " P H A S E I I " P L A N T I N G 3 . I N S T A L L 8 " P O P - U P S F O R L A W N I N 5 ' P L A N T E R S T R I P S T O S E U S E D F O R F U T U R E G R O U N D C O V E R 4 . " P H A S E I I " P L A N S S H A L L I N S T A L L T H E R E M A I N I N G I R R I G A T I O N S Y S T E M A S S H O W N O N T H E A i - r t < O V E D S . P . A . R . P L A N S O R F U T U R E A P P R O V E D S . P . A . R . P L A N S F O R T H E J P I A N D F U T U R E M I X E D U S E S I T E - S T U B - O U T 1 1 / 2 " P V C M A I N L I N E A N D 1 1 4 W I R E S F R O M C O N T R O L L E R " 0 " I N V A L V E B O X F O R F U T U R E T U R F A N D T R E E B U B B L E R S . ( I C O M M O N W I R E , 5 C O N T R O L W I R E S A N D 1 S P A R E W I R E ) F U T U R E M I X E D U S E S I T E S T U B - O U T A N D C A P I " L A T E R A L L I N E I N V A L V E B O X F O R P H A S E 2 I R R I G A T I O N A T T H I S L O C A T I O N . R E F E R T O P H A S E 2 P L A N S F O R C O N T I N U A T I O N O F P H A S E 2 I R R I G A T I O N , 9 1 + 0 0 I N S T A L L T R E E B U B B L E R L A T E R A L L I N E A N D C A P P E D A R I S E R F O R F U T U R E B U B B L E R A T C O R N E R O F T R E E W E L L T Y P I C A L F O R T R E E W E L L S T H I S S I D E O F S A R A T O G A D R I V E S T U B - O U T A N D C A P I " L A T E R A L L I N E I N V A L V E B O X F O R P H A S E 2 I R R I G A T I O N A T T H I S L O C A T I O N . R E F E R ' ) P H A S E 2 P L A N S F O R C O N T I N U A T I O N O F P H A S E 2 I R R I G A T I O N . I N S T A L L M A I N L I N E A N D W I R E S A T B A C K O F S I D E W A L K C O O R D I N A T E F I N A L L O C A T I O N i N F I E L D . I N S T A L L M A I N L I N E , W I R E S A N D V A L V E S D - 2 , 3 , 8 , 1 , 8 , 1 0 , 1 3 , 1 4 , 1 5 , 1 1 , 1 8 , 2 3 , 2 4 , 2 6 , 2 8 , 2 9 A S S H O W N O N P L A N S F O R P H A S E 2 I R R I G A T I O N . R E F E R T O P H A S E 2 P L A N S F O R C O N T I N U A T I O N O F P H A S E 2 I R R I G A T I O N . I N S T A L L M A I N L I N E A N D W I R E I N 5 ' P L A N T I N G S T R I P , T Y P I C A L . 1 3 . S p r i n k l e r s w h e r e l o w h e a d d r a i n a g e w i l l c a u s e e r o s i o n a n d e x c e s s w a t e r u s e a T o r o C h e c k - O - M a t i c ( C O M ) o r a K i n g B r o s . C V s e r i e s c h e c k v a l v e o n s h r u b r i s e r s i n l i e u o f s c h e d u l e S O c o u p l i n g . 1 4 . L o c a t e b u b b l e r s o n u p h i l l s i d e o f t r e e s . 1 5 . I n a d d i t i o n t o t h e s l e e v e s a n d c o n d u i t s s h o w n o n t h e d r a w i n g s , t h e I r r i g a t i o n C o n t r a c t o r s h a l l b e r e s p o n s i b l e f o r t h e i n s t a l l a t i o n o f s l e e v e s a n d c o n d u i t s o f s u f f i c i e n t s i z e u n d e r a l l p a v e d a r e a s . 1 6 . O p e r a t e i r r i g a t i o n c o n t r o l l e r ( s ) b e t w e e n t h e h o u r s o f 1 0 : 0 0 P M a n d 1 : 0 0 A M . i l . A l l l a t e r a l p i p i n g b e n e a t h p a v e d a r e a s s h a l l b e S c h e d u l e 4 0 P V C p i p e . I S . W h e r e i t i s n e c e s s a r y t o e x c a v a t e a d j a c e n t t o e x i s t i n g t r e e s , t h e C o n t r a c t o r s h a l l u s e a l l p o s s i b l e c a r e t o a v o i d i n j u r y t o t r e e s , a n d t r e e r o o t s . E x c a v a t i o n i n a r e a s w h e r e t w o ( 2 ) i n c h a n d l a r g e r r o o t s o c c u r s h a l l b e d o n e b y h a n d . R o o t s t w o ( 2 ) i n c h e s a n d l a r g e r i n d i a m e t e r s h a l l b e w r a p p e d i n a p l a s t i c b a g a n d s e c u r e d w i t h a r u b b e r b a n d . T r e n c h e s a d j a c e n t t o t r e e s h o u l d b e c l o s e d w i t h i n t w e n t y - f o u r ( 2 4 ) h o u r s ; w h e r e t h i s i s n o t p o s s i b l e , t h e s i d e o f t h e t r e n c h a d j a c e n t t o t h e t r e e s h a l l b e k e p t s h a d e d w i t h b u r l a p o r c a n v a s . 1 9 . L o c a t e Q C V 1 2 " f r o m h a r d s c a p e a r e a . 2 0 I n s t a l l v a l v e b o x e s 1 2 " f r o m a n d p e r p e n d i c u l a r t o w a l k , c u r b , b u i l d i n g o r l a n d s c a p e f e a t u r e . A t m u l t i p l e v a l v e b o x g r o u p s , e a c h b o x s h a l l b e a n e q u a l d i s t a n c e f r o m t h e w a l k , c u r b , e t c . a n d e a c h b o x s h a l l b e 1 2 " a p a r t . S h o r t s i d e o f v a l v e b o x s h a l l b e p a r a l l e l t o w a l k , c u r b , e t c . 2 1 . T h e s p r i n k l e r s y s t e m d e s i g n i s b a s e d o n t h e m i n i m u m o p e r a t i n g p r e s s u r e s h o w n o n t h e i r r i g a t i o n d r a w i n g s . T h e i r r i g a t i o n C o n t r a c t o r s h a l l v e r i f y w a t e r p r e s s u r e p r i o r t o c o n s t r u c t i o n . R e p o r t a n y d i f f e r e n c e b e t w e e n t h e w a t e r p r e s s u r e i n d i c a t e d o n t h e d r a w i n g s a n d t h e a c t u a l p r e s s u r e r e a d i n g a t t h e i r r i g a t i o n p o i n t o f c o n n e c t i o n t o t h e O w n e r ' s a u t h o r i z e d r e p r e s e n t a t i v e . 2 2 . I r r i g a t i o n d e m a n d : R e f e r t o i r r i g a t i o n p o i n t s o f c o n n e c t i o n . 2 3 . I r r i g a t i o n C o n t r a c t o r t o n o t i f y t h e a p p r o p r i a t e j u r i s d i c t i o n f o r i n s p e c t i o n a n d t e s t i n g o f i n s t a l l e d b a c k f l o w p r e v e n t i o n d e v i c e . P r o v i d e c e r t i f i c a t i o n r e s u l t ' s t o C i t y f o r t h e r e r e c o r d ' s . 2 4 . P r i o r t o t r e n c h i n g , c a l l U n d e r g r o u n d S e r v i c e A l e r t , ( 1 - 5 0 0 ) 6 4 2 - 2 4 4 4 f o r N o r t h e r n C a l i f o r n i a . 2 5 . W h e n v e r t i c a l o b s t r u c t i o n s ( s t r e e t l i g h t s , t r e e s , f i r e h y d r a n t s , e t c . ) i n t e r f e r e w i t h t h e s p r a y f l o w p a t t e r n o f t h e h e a d s s o a s t o p r e v e n t p r o p e r c o v e r a g e , t h e I r r i g a t i o n C o n t r a c t o r s h a l l f i e l d a d j u s t t h e s p r i n k l e r s y s t e m b y i n s t a l l i n g a q u a r t e r , t h i r d o r h a l f c i r c l e h e a d a t t h e s i d e s o f t h e o b s t r u c t i o n s o a s t o p r o v i d e p r o p e r c o v e r a g e . A l l a d j u s t m e n t s s h a l l b e m a d e a t n o a d d i t i o n a l c o s t t o t h e o w n e r . 2 6 . I r r i g a t i o n c o n t r a c t o r s h a l l p r o v i d e a 9 0 d a y m a i n t e n a n c e p e r i o d a s n o t e d i n t h e s p e c i f i c a t i o n s . ( D - 2 R E C O R D D R A W I N G T H I S R E C O R D D O C U M E N T H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D B Y O T H E R S . B K F E J G I N F P C c H A S N O T V E E R E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D H E R E I N A S A R E S U L T . C I T Y O F S A N M A T E O D E P T . O F P U B L I C W O R K S R E L E A S E D F O R C O N S T R U C T I O N S I T E D E V E L O P M E N T P E R M I T - 9 ' ' v I T H E S E P L A N S H A V E B E E N C H E C K E D F O R C O M P L I A N C E W I T H S . M . M . C . S E C . 2 3 . 4 0 A N D T H E A P P L I C A B L E C O N D I T I O N S O F A P P R O V A L F O R P L A N N I N G A P P L I C A T I O N : y 3 - a t - 1 . E N G I N E E R I N G A N D D E S I G N R E M A I N S T H E S O L E R E S P O N S I B I L I T Y O F T H E L I C E N S E D C I V I L E N G I N E E R S I G N I N G T H E S E P L A N S . B Y : D A T E : l / / < o f 4 C t r s M A P C O N S T R U C T I O N I S S U E N o r t h t l U H i r U - / 2 1 a " . " " U S " a " a a a �% �% �% �% a a a a " �% �% " a U " U �% " " a �% a �% �% " a a a �% . I t a a a a a G A T E S & A S S O C I A T E S L A N D S C A P E A R C H I T E C T U R E L A N D P L A N N I N G " U R B A N D E S I G N 2 4 4 0 T A S S A J A R A L A N E D A N V I L L E , C A L I F O R N I A 9 4 5 2 6 T E L 5 1 0 . 7 3 6 . 8 1 7 6 F A X 5 1 0 . 7 3 6 . 8 1 8 4 B A Y M E A D O W S D E V E L O P M E N T P L A N I n - C I T Y O F S A N M A T E O Z t e L L U . 1 V ) c e O J �% �% C O N T R A C T 4 D - 1 P H A S E 1 S A R A T O G A D R I V E - S T A T I O N 7 9 + 0 0 T O 9 2 + 0 0 R e v i s i o n : D e s c r i p t i o n : D a t e : ` . E V I S E I e a k e t c r l ] t . 1 1 0 1 1 4 1 , 9 I � R e v t s e / R a w , S T u S e l P I J t 1 . v . i l b 4 / 9 P r o j e c t N a m e : B A Y M E A D O W S P r o j e c t N u m b e r : 1 8 0 3 P r o j e c t F i l e : I R R - P H 2 - B A Y . D U K s D r a w n : J B C h e c k : L G D a t e : J U L Y I S % S c a l e : 1 : 2 0 O 1 0 2 0 4 0 I R R I G A T I O N P L A N P H A S I N G P L A N N o r t h o f S h e e t s A S B U I L T 3 - 1 8 - 2 " . " . H S J 4 1 M ' I C S T U B - O U T A N D C A P 2 " M A I N L I N E A N D G A T E V A L V E I N v A L V E B O X F O R P H A S E 4 D - 2 I R R I G S T U B - O U T F I V E ( 4 ) " 1 4 W I R E S I N v A L V E B O X F O R W P H A S E 4 D - 2 I R R I G A T I O N . ( 1 C O M M O N , 2 C O N T R O t ) A N D I S P A R E W I R E ) . 7 9 + 0 0 ' I 0 W W t / ) S T U B - O U T A N D C A P 1 " L A T E R A L L I N E w I N V A L V E B O X F O R P H A S E 4 0 - 2 I R R I G A T I O N . 0 C O P P E R L L . 0 I - - L J �% �% 3 1 1 5 1 _ . 1 3 y 8 0 + 0 0 Z 4 a l m a a " S L . F U T U R E R E S I D E N T I A L S A R A T O G A D R I V E M a r i - 2 2 I " 1 2 8 1 + 0 0 I N S T A L L M A I N L I N E A N D W I R E S A T B A C K O F S I D E W A L K C O O R D I N A T E F I N A L L O C A T I O N I N F I E L D . 1 3 - 1 S F U T U R E R A N K _ I N C A M P U S S T U B - O U T A N D C A P I " L A T E R A L L I N E I N V A L V E B O X F O R P H A S E 2 I R R I G A T I O N A T T H I S L O C A T I O N . R E F E R T O P H A S E 2 P L A N S F O R C O N T I N U A T I O N O F P H A S E 2 I R R I G A T I O N . Z 4 7 O U ) f ( 1 Q c o I N S T A L L M A I N L I N E , W I R E S A N D V A L V E S 0 - 2 , 3 , 6 , ' 1 , 8 , 1 0 , 1 3 , 1 4 , 1 5 , 1 7 , l 8 , 2 3 , 2 4 , 2 6 , 2 8 , 2 9 A S S H O W N O N P L A N S - 2 3 F O R P H A S E 2 I R R I G A T I O N . R E F E R T O P H A S E 2 P L A N S F O R C O N T I N U A T I O N O F P H A S E 2 I R R I G A T I O N . I N S T A L L M A I N L I N E A N D W I R E I N 5 ' P L A N T I N G S T R I P , T Y P I C A L . 8 2 ' + 0 0 2 P H A S I N G N O T E S : 1 . " P H A S E I " P L A N S S H A L L I N S T A L L : I R R I G A T I O N M A I N L I N E S / A L L S L E E V E S I N R O A D S R E M O T E C O N T R O L V A L V E S A N D W I R E S 2 . C A P A L L L A T E R A L S I N 5 ' P L A N T E R S T R I P T O B E I N S T A L L E D W I " P H A S E I I " P L A N T I N G 3 . I N S T A L L 6 " P O P - U P S F O R L A W N I N 5 ' P L A N T E R S T R I P S T O B E U S E D F O R F U T U R E G R O U N D C O V E R 4 . " P H A S E I I " P L A N S S H A L L I N S T A L L T H E R E M A I N I N G I R R I G A T I O N S Y S T E M A S S H O W N O N T H E A P P R O V E D S . P . A . R P L A N S O R F U T U R E A P P R O V E D S . P . A . R P L A N S F O R T H E J P I A N D F U T U R E M I X E D U S E S I T E I R R I G A T I O N L E G E N D t i F U T U R E F R A N K L I N C A M P U S R E C O R D D R A W I N G T H I S R E C O R D D O C U M E N T H A S B E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D B Y O T H E R S . B K F E N G I N E E R S H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E I k N E S S O F T H I S I N F O R M A T I O N A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D H E R E I N A S A R E S U L T . S Y M B O L M O D E L N U M B E R D E S C R I P T I O N P S I G P M R A D I U S 0 . W V �% S m " 5 1 0 Z - 4 P - 5 4 4 Q - P C D 5 7 0 Z - 6 P - 1 5 1 4 , Q - P C D a " 1 0 - / _ n - P C ^ 5 - 1 0 Z - 6 P - 8 1 - I Q - P O D 5 7 0 Z - 6 P - E S T - P C D 5 1 O Z - 6 P - 1 5 S S T - P C D F B - 5 0 - P C 1 0 0 S E R I E S 5 2 5 Y - B V - 1 1 / 2 " F M - 1 5 4 3 1 0 0 1 5 2 T O " S E R I E S 4 4 D L R C E T 1 - 4 0 - D R / A N T - 1 / S S E - R T O R O 4 " P O P - U P L A W N S P R A Y H E A D T O R O 6 " P O P - U P S H R U B S P R A Y H E A D T e n p i n / 1 1 ' n C - I I P A L L C I I F ; A P R A Y 1 - 1 r A n T O R O 6 " P O P - U P S H R U B T O R O 6 " P O P - U P S H R U B T O R O 6 " P O P - U P S H R U B S P R A Y H E A D S T R I P S P R A Y H E A D S T R I P S P R A Y H E A D 3 0 1 3 3 9 8 ' 3 0 1 . 8 , . 9 0 1 5 ' 3 0 1 3 6 5 1 2 ' 3 0 . 1 9 3 5 8 ' 3 0 . 6 1 4 ' X 1 5 ' 3 0 1 . 2 1 4 ' X 1 5 ' T O R O B U B B L E R - O N E P R E T R E E 3 0 . 5 0 I R R I T R O L S Y S T E M S R E M O T E C O N T R O L V A L V E F E B G O R E D U C E D P R E S S U R E B A C K F L O W A S S E M B L Y C A L S E N S E F L O W S E N S O R W I T H S U P E R I O R N O R M A L L Y O P E N B R A S S M A S T E R V A L V E M A T C O B A L L V A L V E ( L I N E S I Z E ) I N R O U N D B O X R A I N B I R D Q U I C K C O U P L I N G V A L V E G A L S E N S E C O N T R O L L E R I N C A L S E N S E S T A I N L E S S S T E E L E N C L O S U R E C A L S E N S E C O N T R O L L E R I N C A L S E N S E S T A I N L E S S S T E E L E N C L O S U R E S T A T I O N N U M B E R G A L L O N S P E R M I N U T E V A L V E S I Z E M A I N L I N E : 1 1 2 0 - S C H E D U L E 4 0 P V C P L A S T I C P I P E W I T H S C H E D U L E 4 0 P V C S O L V E N T W E L D F I T T I N G S . 1 8 " C O V E R L A T E R A L L I N E : 1 1 2 0 - S C H E D U L E 4 0 P V C P L A S T I C P I P E W / S C H E D U L E 4 0 P V C P L A S T I C F I T T I N G S . 1 2 " C O V E R . S L E E V E : 1 1 2 0 - S C H E D U L E 4 0 P V C P L A S T I C P I P E W / S C H E D U L E 4 0 P V C P L A S T I C F I T T I N G S . 2 4 " C O V E R C I T Y O F S A N M A T E O D E P T . O F P U B L I C W O R K S R E L E A S E D F O R C O N S T R U C T I O N S I T E D E V E L O P M E N T P E R M I T - 9 T H E S E P L A N S H A V E B E E N C H E C K E D F O R C O M P L I A N C E W I T H S . M . M . C . S E C . 2 3 . 4 0 A N D T H E A P P L I C A B L E C O N D I T I O N S O F A P P R O V A L F O R P L A N N I N G A P P L I C A T I O N : . E N G I N E E R I N G A N D D E S I G N R E M A I N S T H E S O L E R E S P O N S I B I L I T Y O F T H E L I C E N S E D C I V I L E N G I N E E R S I G N I N G T H E S E P L A N S . D A T E : I f / f y i H 4 K E Y M A P N o r t h C O N S T R U C T I O N I S S U E i i N W W 2 t % ) W L L I t / ) �% N I S I G A T E S & A S S O C I A T E S L A N D S C A P E A R C H I T E C T U R E L A N D P L A N N I N G " U R B A N D E S I G N 2 4 4 0 T A S S A J A R A L A N E D A N V I L L E , C A L I F O R N I A 9 4 5 2 6 T E L 5 1 0 . 7 3 6 . 8 1 7 6 F A X 5 1 0 . 7 3 6 . 8 1 8 4 B A Y M E A D O W S D E V E L O P M E N T P L A N C I T Y O F S A N M A T E O C O N T R A C T 4 D - 1 P H A S E 1 S A R A T O G A D R I V E - S T A T I O N 7 9 + 0 0 T O 9 2 + 0 0 R e v i s i o n : D e s c r i p t i o n : D a t e : ! 1 \ g m V t s i z D r t 1 Z 1 1 y & - ' L t a t 1 0 1 1 4 1 9 9 P r o j e c t N a m e : S A Y M E A D O W S P r o j e c t N u m b e r : 1 8 0 3 P r o j e c t F i l e : I R R - P 1 1 2 - 8 A Y . D I L r s D r a w n : J B C h e c k : L G D a t e : J U L Y 1 9 9 9 S c a l e : 1 : 2 0 O 1 0 2 0 4 0 I R R I G A T I O N P L A N P H A S I N G P L A N 1 N o r t h o f S h e e t s �% �% �% �% �% �% " " �% " S " f& k t r - 1 N r 3 1 / 4 " 3 ' - 8 1 1 " O ��p e p V . q S " R l _ 2 _ I I 2 P R E C A S T C O N C R E T E C A P P R E C A S T C O N C R E T E P R E C A S T C O N C R E T E G R A N I T E A S H L A R P R E C A S T C O N C R E T E B A S E 5 S e S E E S T R U C T U R A L P L A N S S E C T I O N P R E P A R E D B Y C A R D O S A A S S O C I A T E S F O R S T U R C T U R A L I N F O R M A T I O N S E C T I O N " B A B S O N E N T R Y M O N U M E N T I " - I ' - o 1 I S E E D E T A I L " F O R A D D I T I O N A L I + = A T I O N C A P ( P R E - C A S T E D C A P I N T E G R A L C O L O R ) M F R : C O N S T R U C T I O N P R O D U C T S C O L O R : T A U P E G R E Y F I N I S H : L I G H T S A N D B L A S T 1 6 " X 1 6 " C O N C R E T E L O G O / I D M F R : P I N E A P P L E D E S I G N ( I - B O O ) - 1 1 1 - 4 5 9 5 M O D E L : 1 6 5 M - 0 1 6 C O L O R : C O A S T A L I V O R Y G R A N I T E C L A D D I N G C O L O R : C A R N E L I A N F I N I S H : S P L I T F A C E S I Z E : 3 3 / 4 " T H I C K : S 5 / S " = - I / 4 " H I G H B A S E : C O L O R T O M A T C H C A P a S E E S T R U C T U R A L - P L A N S F O R R E I N F O R C I N G A N D F O O T I N G I N F O R M A T I O N ( r j E N T R Y M O N U M E N T A B A B S O N W A Y 2 S C A L E . 1 / 2 1 1 = 1 ' - 0 " F i g u r e 1 E X T E R I O R M A S O N R Y W A L L A P P L I C A T I O N S T U C C O F I N I S H C A U L K P E R I M E T E R M A S O N R Y , P R E C A S T C O N C . O R O T H E R S I M I L A R C O N S T R U C T I O N S C U L P T S T O N E t m M E D A L L I O N B Y P I N E A P P L E G R O V E D E S I G N S ( 8 0 0 ) 7 7 1 - 4 5 9 5 ( S P E C I F Y S I Z E , S H A P E , D E S I G N A N D C O L O R ) T H I N S E T M O R T A R O R C O N S T R U C T I O N A D H E S I V E ( V E R I F Y T Y P E A N D A P P L I C A T I O N W I T H A D H E S I V E M A N U F A C T U R E R ) P R O V I D E 1 0 0 % C O V E R A G E S T A I N L E S S S T E E L A N C H O R S E E F I G U R E # 7 P I N E A P P L E D E S I G N A T T A C H M E N T f l i t * m a n s ) F L A N 2 1 - S I I S X S x 1 6 C M U B L O C K R E C O R D D R A W I N G T H I S R E C O R D D O C U M E N T H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D B Y O T H E R S . B K F E N G I N E E R S H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D H E R E I N A S A R E S U L T . C I T Y O F S A N M A T E O D E P T . O F P U B L I C W O R K S R E L E A S E D F O R C O N S T R U C T I O N S I T E D E V E L O P M E N T P E R M I T . ' B a w l " ! T H E S E P L A N S H A V E B E E N C H E C K E D F O R C O N P U A N C E W I T H S A W . C . S E C . 2 8 . 4 0 A N D T I E A P P L I C A B L E C O N D I T I O N S O F A P P R O V A L F O R P L A N N I N G A P P L I C A T I O N : P ' S " N y / . E N G I N E 3 i 4 G A N D D E S I G N R E M A I N S T I E S O L E R E S P O N S I B I L I T Y O F T H E L I C E N S E D C I V I L E N G I N E E R S O N N G T H E S E P L A N S . D A T E : 7 / ��Z L 4 9 U a " �% �% a �% a a " a a a a " a a a " U a " " a a a " �% a a �% a " " �% �% �% " " a " " a �% " �% �% a " " " a " " �% �% G A T E S & A S S O C I A T E S L A N D S C A P E A R C H I T E C T U R E L A N D P L A N N I N G " U R B A N D E S I G N 2 4 4 0 T A S S A J A R A L A N E D A N V I L L E , C A L I F O R N I A 9 4 5 2 6 T E L 5 1 0 . 7 3 6 . 8 1 7 6 F A X 5 1 0 . 7 3 6 . 8 1 8 4 B A Y M E A D O W S D E V E L O P M E N T P L A N C I T Y O F S A N M A T E O C O N T R A C T 4 D - 1 R e v i s i o n : D e s c r i p t i o n : D a t e : P r o j e c t N a m e : B A Y M E A D O W S P r o j e c t N u m b e r : P r o j e c t F i l e : D - B A Y . D W C s D r a w n : C h e c k : D a t e : J U L Y 1 9 9 9 S c a l e : C O N S T R U C T I O N D E T A I L S D - 3 N o r t h o f S h e e t s A S B U I L T 3 - 1 8 - 2 �% �% �% 1 4 1 1 4 0 D I a E o r n i l T 1 + E t : S T A K E 7 L 5 F A C E P L A N I " 4 1 5 R A c E " : i J A 1 L T o S T A K E 6 I . O D G E P O L E ' 3 r A K E S : H I M ? t u b . F I B - W A T w / c o p p g l i ' N A P T H A I J A T S L t o e �� A I % , M U . I + ) P p N o m ��: I N E S . A o D I T I O w A L A 5 t 4 1 1 R E p . 5 E T T o P O F R O O T O A L L e A S O V E p s J l 4 U U G L A D E 5 0 I L S A L L C E F . : I L " I o v E ' D U R I I t 4 I N I T I A L M A I I J T 6 1 J A I J C E P E F . 1 0 0 S O I L S A C K - P I L L : e v E 6 F o o t t A M P M O U b I O c d . . I P P t O F O R s x m A L t - M n 4 1 2 " u - i t o ' l o u d y o i t - T R E E P L A N T I N G 1 4 7 4 . T Y P I C A L S E C T I O N W H E R E T R E E S A R E L O C A T E D A D J A C E N T T O R O A D W A Y A N D M E D I A N S . N O T E S : / L ����T ��O ��. P C F R O O T C O N T R O L B A R R I E R M U S T B E A T G R A D E ( A E v E R B E L O W G R A D E ) 2 . P O S I T I O N R O O T C O N T R O L B A R R I E R A G A I N S T S T R U C T U R E O R A S C L O S E T o S T M C T U F E A S P O S S I B L E 3 . D U R I N G C O N S T R U C T I O N T H E R O O T C O N T R O L B A R R I E R C A N B E P L A C E D A G A I N S T T H E N U M O F T H E F O R M S 4 . T H E R A I S E D R O O T D E F L E C T O R S M I S T B E F A C E * I N W A R D ( T O W A R D T H E T R E E ) S . I N S T A L L P E R M A N U F A C T U R E R S R E C O M M E N D A T I O N S , S P E C I F I C A T I O N S I T H E C I T Y O F S A N M A T E O ' S C H A R T . \ L I N E A R B A R R I E R T R E E R D O T B A L L R O O T S E E C H A R T F O R L E N G T H O F R O O T B A R R I E R S L I N E A R R O O T B A R R I E R S C A L E : N . T . S . G O " s e r e - I a . J o b i , s I s _ o f t a - R O O T B A R R I E R U D 2 4 - 2 O R E Q U A L T I F R S D E E P R O O T P A R T N E R S ( 8 0 0 ) 4 1 5 8 - 1 6 4 8 R O O T B A R R I E R C H A R T S E E C I V I L D E T A I L S , S H E E T C D - 0 3 , F O R A D D I T I O N A L I N F O R M A T I O N E X P A N S I O N J O I N T 4 S E A L A N T e T A L L P A V E M E N T / C U R B I N T E R F A C E S , s e e s p e c s . S C O R E L I N E / S A W C U T L I N E , 1 / 4 " X 1 / 3 D E P T H O F P A V I N G . S E E L A Y O U T P L A N S I N T E G R A L C O L O R C O N C R E T E L . M . S C O F I E L D ( 2 1 3 ) " 1 2 3 - 5 2 8 5 C O L O R : U J E T t o p t ' B R o w N C - 2 1 C L A S S 2 A G G . B A S E , I - 9 5 % C U R B / G U T T E R C O M P A C T I O N , T Y P . S E E C I V I L O z - k i t f a a . . , . 1 - 4 . 4 . N . T . S . 4 4 S I - 1 I I - 1 1 1 = 1 1 1 = 1 I I - I I I - 1 1 1 = 1 �� 1 = 1 I - 1 1 1 = 1 1 1 = 1 1 1 = 1 I I - I I I - 1 1 1 = 1 1 1 = 1 ! r I - I I I - I I - I 1 = 1 1 1 - 1 1 1 - 1 1 1 - 1 1 1 I 1 1 - 1 1 1 - 1 1 1 = 1 1 - 1 1 - 1 1 1 - 1 1 1 - 1 1 1 = 1 1 1 - 1 1 1 - 1 1 1 - 1 1 1 - 1 1 1 - 1 1 1 - 1 1 1 - 1 1 1 - 1 1 1 1 : 7 7 1 1 1 7 7 - 1 1 1 - 3 1 1 - 1 1 1 ; 1 1 1 = 1 . 1 ; 1 1 1 = 1 - 1 = 1 �� 1 - 1 1 1 ; 1 �� I �� 1 ; 1 1 1 1 ; , 1 - " 1 ; 1 - 1 , I I - 1 D I S T A N C E T R E E M I C U S S C O P N G r n A r L E N G T H C F O O T D A R R I E R C E N T E R E D O N T R E E 2 ' - 3 ' 2 0 ' 3 . - $ ' 1 S ' - 1 ' 1 0 N F O I i M A T I O N B A S E D O N I N F O R M A T I O N F R O M T H E C I T Y o f S A N M A T E D - T o r t G t i t a s i - t . - n r T I T T L E z 4 U 2 - c 1 ' ' C s 6 - 1 / J ' t : . . , R a i - 1 3 6 " 1 1 _ k r T ' . t t v . - r b a \ . - Y c e p ( F : 1 H F w / 6 1 0 0 - L o o l ' c 4 M : 7 . T R E E G R A T E S T O H A V E T W O a s H O L E S F O R ���� . I 4 f - T R R I E E E . . ����4 S T A K E S A N D A C C E S S C O V E R F O R B U B B L E R . U t p . O . B O X 3 1 0 * 2 4 0 4 1 4 1 - T H A V E N U E N E W O O D I N V I L L E , W A S H I N G T O N 9 0 0 7 2 T E L : 6 4 2 4 4 4 4 1 0 W P A C o s C U R B T I c a 6 K A ; E - H E A D Y l i p g r e C F . S . j - l g = 1 " a e l " P I e , + L E 0 4 ) P P - l E V a t " + c 1 . 1 ; P r . . . . 4 . ( 2 T t m L . ) I L a k i n P J d - " 5 L - } v L . 1 7 5 4 T v i x . . { �� c t l e S F I D > I n n - N a a r , ��- - - - - t e a �% - 1 0 . c u l z e / S I D E W A L K ' T R E E G R A T E 4 H - t v i a l e s ( 9 s o f c o s . W . p 0 e t - I P J T o f l a I 2 I 1 - 1 4 - P 2 0 1 1 P A . / 1 1 4 6 f l a t e t , n i a m i l l l I - c r c i y M ' . F ' ' t e ' ' i ' T . L . . e 0 . . . _ Q o r O F G 0 4 7 - r ' I I / t J . i s - . 1 c a W a r 1 4 1 = 0 0 4 2 1 4 0 4 4 1 0 A v i l - k 9 i S P W k . J - f 1 0 1 - 1 - E $ ' } t ' A L l a i s c e e o 1 T " N r s - w r i i i I e p + t w e T o A 1 / 4 T G r p . P t s r P f t a l e , t o t i s r e - 0 6 P " S A L C O L O R L . M . S C O F I E L D 1 0 1 t 3 s i ' 1 2 0 3 6 6 0 i i . �� d l ' . C A t a s : . . C I T Y . O F S A N M �� A T E O & T A N D A R D n . . W 2 4 4 : A v a s t T A h I 1 1 1 t i r i s - t L I & H T f l n s a a n c o l - w . . O t r i q " 1 4 e m s t z t e l e C O N C . P A V I N G S E C T I O N i k " s I L O " L I M E T R E A T E D S U B G R A D E P E R C I V I L ' S 4 S T R U C T U R A L ' S S O I L ' S R E P O R T S V E H I C U L A R P A V E M E N T - - - = S C A L E : 1 1 / 2 " = 1 ' - O " ? " b ' - O 1 2 " I N T E G R A L C O L O R C O N C R E T E . . , C O L O R ; S C H O F I E L D i p E a t t t W t ' ' R O U N 0 - 2 1 L I G H T S A N D S B L A S T F I N I S H F I E L D B R O O M F I N I S H O U T S I D E B A N D S L O C A T E E X P A N S I O N J O I N T S M A X I M U M 3 0 ' O . G . V E H I C U L A R D R I V E W A Y C R O S S W A L K S S C A L E 1 " = 1 ' - O " A S P H A L T - S E E C I V I L P L A N S C O N C R E T E C U R B - S E E C I V I L P L A N S E X P A N S I O N J O I N T S E C T I O N B U T T T I G H T M O R T A R J O I N T 1 1 / 4 " T H I C K A V G . G R A N I T E F R A C T U R E D F I N I S H I C O L O R : C A R N E L I A N P R O V I D E D B Y O W N E R C O N C R E T E P A V I N G P E D E S T R I A N T R A F F I C C O N C R E T E C U R B - S E E C I V I L P L A N S E X P A N S I O N J O I N T 1 / 4 " M A X . M O R T A R J O I N T S E C T I O N C O N D I T I O N ' B ' M E D I U M 5 ' - 8 1 / 2 ' W I D E 1 1 / 4 " T H I C K A V G . G R A N I T E F R A C T U R E D F I N I S H C O L O R : C A R N E L I A N P R O V I D E D B Y O W N E R I N T E G R A L C O L O R C O N C R E T E W / * 4 R E B A R , 1 8 " O . G . , E . W . 2 4 " L O N G * 4 D O W E L S 0 E . J . ' s L . M . S C H O F I E L D ( 2 1 3 ) 1 2 3 - 5 2 8 5 1 / 2 D O S E F R E N C H G R E Y 9 0 % C O M P A C T E D S U B G R A D E G R A N I T E P A V I N G " M E D I A N N O S E S C A L E : 3 4 " 2 1 ' - 0 " C O N C R E T E C U R B - S E E C I V I L P L A N S E X P A N S I O N J O I N T S E C T I O N C O N D I T I O N ' C ' M E D I U M G R E A T E R T H A N O W W I D E 1 4 " M A X . M O R T A R J O I N T 1 1 / 4 " T H I C K A V G . G R A N I T E ; F R A C T U R E D F I N I S H C A R N E L I A N l P R O V I D E D B Y O W N E R V A R I E S P L A N T I N G A R E A C O N C R E T E W / 1 4 R E B A R , 1 8 " O : C . , E . W . C O L O O R . 1 L B . . L A A P 1 E I L B L A C K ' P E R C U B I C Y A R D 9 0 1 4 1 e 0 1 3 1 1 S A C t i t > S U B G R A D E 2 ' - 0 " 1 2 " \ \ \ \ \ \ \ ` G R A N I T E P A V I N G " M E D I A N N O S E S C A L E : 3 4 " = 1 1 - 0 " H A N D I C A P P E D A C C E S S A T C R O S S W A L K S E E C I V I L P L A N S T H I S R E C O R D D O C U M E N T H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 9 K F E N G I N E E R S H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D H E R E I N A S A R E S U L T . B K F E N G I N E E R S A N T H O N Y J . . " ' W E R . C . E . # 2 1 5 5 R E C O R D D R A W I N G O O I 4 t ( T l o a ` D ' 9 0 % C O M P A C T E D S U B G R A D E S I D E W A L K W I G R A N I T E " T R E E G R A T E S S C A L E : . 3 4 " s t I - 0 " C O N C R E T E C U R B - S E E C I V I L P L A N S E X P A N S I O N J O I N T 1 / 4 " M A X . M O R T A R J O I N T S E C T I O N C O N D I T I O N ' A ' M E D I U M 3 ' - 5 ' W I D E 1 1 / 4 " T H I C K A V G . G R A N I T E F R A C T U R E D F I N I S H C A R N E L I A N P R O V I D E D B Y O W N E R A S P H A L T P A V I N G S E E C I V I L P L A N S C O N C R E T E W / * 4 R E B A R , 1 8 " O . C . , E . W . 2 4 " L O N G * 4 D O W E L S 5 t E . J . ' s 9 0 % C O M P A C T E D S U B G R A D E G R A N I T E P A V I N G " M E D I A N N O S E S C A L E : 3 / 4 " : 1 ' - O " P L A N T I N G F R A C T U R E D G R A N I T E P A V I N G , C O N C R E T E B A N D M E D I A N N O S E : " H A N D I C A P C R O S S I N G C O N C R E T E C U R B - S E E C I V I L P L A N S E X P A N S I O N J O I N T q I R E 8 A R , 1 8 " c 1 T D 2 4 7 . 4 ' 8 ' ! . 1 _ s C O N C R E T E C O L O R : 1 L B L A M P B L A C K P E R C U B I C Y A R D V A R I E S . 1 1 = 1 t = I [ = I I ' = I [ : = t i v = I L r I P 1 1 : = I I = [ i = I 1 = 1 1 A 1 1 1 1 : = 1 L = I L J J " ' I I [ I - I c - ; I I : s l 1 1 = ��1 . - l l = [ l . = 1 1 - I 1 ` - I L ��' = 1 l - t L ��f 1 = 7 i = l l = l l �% 1 1 = 1 - [ = I 1 . = 1 1 ` - [ I = - 1 1 = ��= 1 I _ = 7 I - i = I I = I L I I = I I = 1 1 = - - = I L = ��i l ' I I = . I I = [ I = 7 1 ' = 1 1 = [ [ I = M I 1 - I 1 = 1 1 ' ��I I = 1 I = I 1 [ = [ - 1 . = [ 1 # 1 s i t - - , ; , , [ I - 1 f . = X 1 1 = [ I = - l l - �� 1 - % S E C T I O N C O N D I T I O N ' D ' . r . , " Y a s a n s a m y l a u o E - a L A Y O U T P L A T 9 0 % C O M P A C T E D S U B G R A P E I . 9 i t s l c s * 4 R E B A R , 5 ' O . C . A f C W . I R S S M E D I A N P L A N T E R S T R I P ( T . Y . P . ) S C A L E : J 4 " a 1 1 - 0 " I C O N - C T O R S H A L L A P P L Y N O T E : I S U R T E A N T I C Z R A F F I T I * A G / 6 S 9 / A . G . S . S A C R I F I C " C O A T T O A L L R O U G H B L O C K ( 5 1 0 ) 5 8 2 - 1 ��= " O P R E C A S T C A P T C O L O R T O B E D A v E T O N E M O R T A R " 1 6 1 1 G R E Y C E M E N T I S T A N D A R D . 2 L B S . / P E R S A C K t o 4 S E E S T R U C T U R A L D E T A I L S F O R F O O T I N G / P I E R I N F O R M A T I O N . C f p c s s / t ) N O T E : C M U B L O C K W A L L , S X 8 X I 6 A V A I L A B L E : C A L S T O N E , O R E T E L * : ( 4 0 8 ) 9 8 4 - 8 8 0 0 A T T E N T I O N : R I C K B A R T L E S U B M I T S A M P L E S O F " O R S + F I N I S H E S F O R A ` - - " V A L P R E C A S T C A P S P L I T - F A C E " " C R E T E B L O C K F I N I S H - F l S C O R E ( B O T H S I D E S ) C O L O R : - A R K E R B R O W N , * 1 1 8 C O L C A P T O , M A T W A L L L I G H T B R O W N , " I l l L C W A L L a n d C O L U M N S P L I T - F A C E C O N C R E T E B L F I N I S H - O N E S C O R E ( B O T H S I D C O L O R : M E D I U M B R O W N , * 1 1 2 B L O C K W A L L D E T A I L S C A L E : 3 / 8 " : I ' - O " I 2 " 7 M I N . 1 4 0 F O A M C A P 8 " G . M . U . W A L L E E L E V A T I O N S F O R 5 + F I N I S H E S R R C 5 " R . 1 5 V V 4 a " C M U F O A M G A P S T U C C O F I N I S H , O R E S M F R , B A . - . . F O A M . O R E Q . ( 5 1 0 ) - , . 9 0 6 3 2 2 S I M I L A R O R , D A V I S O M A H A T A N I T T S A M P L E F O R A P P R O V A L I N I S H , F I E S A N D F L O A T M E S H P L U S E s . F F I N I S H C O A T U R A L N S S . N E E T S S = 8 A N D S - 9 ! A L I N F O t e l A V O N ' G R A D E N O S E E S T - " E N G I N E E R D E T A I L S " " " T I N G I N F O R M A T I O N S U B G R A D E - 9 5 % C O M P A C T I O N S O U N D W A L L S C A L E : 1 / 2 " = 1 1 - 0 " F O A M F O R M C A P , O R E Q U A L B A Y A R E F O A M ( 5 1 0 ) 1 8 6 - 9 6 6 3 C O L O R : D A V I S O M A H A T A N I N T W / C O L O R T O M A T C H F I : M E S H P L U S 1 5 + F 3 0 F S A N D F L O A T 3 ' - 4 " " S E E W A L L C A P F O R D I M E N S I O N S O N C A P A P P L Y W I T H C O N S T R U C T I O N A D S I V E C O L U M N C A P 3 2 " X 2 4 " x 1 0 " C O L U M N C . - R I S E R I S 3 2 " X 2 4 " x 1 4 " S E E P L " V I E W O N D E T A I L 5 - L A R 3 2 " C O L U M N C A P S C A L E : 3 / 4 " = 1 1 - O " C I T Y O F S A N M A T E O D E P T . O F P U B L I C W O R K S R E L E A S E D F O R C O N S T R U C T I O N S I T E D E V E L O P M E N T P E R M I T : 9 S s - f T H E S E P L A N S H A V E B E E N C H E C K E D F O R C O M P L U N C E M I I T H S . M & L C . S E C . 2 9 . 4 0 A N D T H E A P P L I C A B L E C O N D I T I O N S O F A P P R O V A L F O R P L A N N I N G A P P L I C A T I O N : c f S - H ' / . E N G I N E E R I N G A N D D E S I G N R E M A I N S T H E S O L E R E S P O N S I B I L I T Y O F T H E L I C E N S E D C I V I L E N G I N E E R S I G N I N G T H E S E P L A N S . L D A T E % / Z Z C c * , F O R C M U L A Y O U T F O R P I L A S T E R S R E F E R T O S E C T I O N 8 " C . M . U . S E E E L E V A " F O R C O L O R S + F I N 3 2 " N O T E : S E E S T R U C T U R A L P L A N S , S H T S S - 8 A N D S - 9 , F O R S T R U C T U R A L I . E O R ' i A T I O N _ I C ' N " P f d L S C A L E : 1 0 2 " = 1 ' - 0 " " " " " " " A T E S : : " " �% " " " " " " " " " " " " �% " " �% " " S �% " " " " " " " " " " " " �% �% " �% " " �% " �% G A T E S & A S S O C I A T E S L A N D S C A P E A R C H I T E C T U R E L A N D P L A N N I N G " U R B A N D E S I G N 2 4 4 0 T A S S A J A R A L A N E D A N V I L L E , C A L I F O R N I A 9 4 5 2 6 T E L 5 1 0 . 7 3 6 . 8 1 7 6 F A X 5 1 0 . 7 3 6 . 8 1 8 4 B A Y M E A D O W S D E V E L O P M E N T P L A N C I T Y O F S A N M A T E O D a t e ! S o t N e e s e B A Y M E A D O W S S l e e t N u m b e r : P r o j e c t I l l s S H E E t . D W c s B a l m : M e e t D a t e P I D S S e t 1 : 2 0 1 0 2 0 4 0 D E T A I L S N o r t h I ' A S B U I L T 3 - 1 8 - 2 �% �% �% �% �% A T S " " e - - i O - I W L U V a W L U V ' ) U J 7 ' t j L s I �� U I - 1 K l P H A S E I L A U J N O N L Y B E T W E E N C U R B I S I D E W A L K P H A S E I 6 ' H I G H T E M P O R A R Y G R E E N V I N Y L C H A I N L I N K F E N C E W / G R E E N M E S H F A B R I C 2 0 ' P I - L A S E I 6 ' H I G H T E M P O R A R Y G R E E N V I N Y L C H A I N L I N K F E N C E L W G R E E N M E S H F A B R I C G 4 O i R K / E P H A S E I L A W N O N L Y B E T W E E N C U R B 4 S I D E W A L K F U T U R E F R A N K L I N C A M P U S R E D W O O D H E A D E R I S N O T R E Q U I R E D - F U T U R E F R A N K L I N C A M P U S S I T E N O T E : S E E L A N D S C A P E P L A N S F O R F R A N K L I N C A M P U S , P R E P A R E D S t G U Z Z A R D O 4 A S S O C I A T E S F O R T H I S A R E A , 1 P M H A N 3 / 4 . , , E A ' M L A D O W S 4 D - 1 C O N I R A C ! L A N D S C A P E P L A N I I G I N D F k A S E L A N D S C A P E F L A N I G I N D F 4 5 1 1 . 4 N D S C A F 1 \ G F R a p - \ . R . 4 n r L i c y I I O N , . 0 4 0 _ 4 Q _ 4 0 - z 8 9 + 0 0 V I F O R A R Y V I N Y L C H A 1 \ I I l ��I I G R E \ M E S H U - I I 1 1 0 1 4 I I 1 V 1 I 4 1 I I I I B Y : I G R \ K f - = N C E 9 0 + 0 0 9 1 + 0 0 I N S T A L L I R R I G A T I O N L A T E R A L W I T H S T U B F I T T I N G F O R B U B B L E R A T C O R N E R O F T R E E W E L L S . C A P T R E E W E L L W I T H 2 " C O N C R E T E S L A B W I T H E X P A N S I O N J O I N T M A T E R I A L A T P E R I M E T E R F O R R E M O V A L A T T I M E O F F I N A L T R E E G R A T E I N S T A L L A T I O N . I N S T A L L T R E E G R A T E F R A M E A T T H I S T I M E . - - S E E P L A N T I N G P L A N S P R E P A R E D B Y G U Z Z A R D O 4 A S S O C I A T E S F O R P L A N T I N G O U T S I D E R O . W . C I T Y O F S A N M A T E O D E P T . O F P U B L I C w R E L E A S E D F O R C O N S T R U C T I O N S I T E D E V E L O P M E N T P E R M I T : 7 t ' Z I T f i n P L A N S R A V E M N C C C W F O R C o I P L J A N C a l l l n t s l a . . t s h e = A O M O T I C A P P L I G 1 0 . i m a n n O F A r w u V w b n a V L I Y V ��Y A p a r r . a r r o s t i - - 1 . B I Q " A i t r n M 0 M I N I R U M S T M S O U M I R P O P N O L I T Y O F I I ! L G Y L 1 3 4 0 R e i S I R I M R E F L A W D A T E I V / u r i c / N T H I S R E C O R D D O C U M E N T H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D B Y O T H E R S . B K F E N G I N E E R S H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D H E R E I N A S A R E S U L T B K F E N G I N E E R S A N T H O N Y J R . C - E . # 2 1 5 5 D A T E R E C O R D D R A W I N G N O T R E Q U I R E D - F U T U R E H E A D E R N C A M P U S S I T E T E M P O R A R Y 2 " C L A S S A C O N R E T E ( 4 ' S Q U A R E ) i N / \ \ / \ V I S Q U E E N B A R R I E R B E T W E E N T R E E G R A T E F R A M E A N D T E M P O R A R Y C O N C R E T E ( T R I M N E A T W / S I D E W A L K ) z J 0 P A R K W A Y 1 - 1 0 I I T Y J B E R L O C A T I O N O O R D I N A T E D W I " T R E E G R A T E F R A M E O N L Y S E E L A N D S C A P E D E T A I L # 3 S H E E T D - 1 4 " C O N C R E T E S I D E W A L K ( S E E C I V I L P L A N S F O R D E T A I L ) / \ / \ / / \ \ / \ / \ \ A / / \ / \ S U B G R A D E 2 " T E M P O R A R Y F I L L N A T I V E O R B A S E R O C K M A T E R I A L A S R E Q U I R E D T E M P O R A R Y T R E E G R A T E C O V E R N O S C A L E K E Y M A P �% �% . . a �% a " . . " �% a . " I " " " " " " " I " " " " " " " " " " " " " " " " " G A T E S & A S S O C I A T E S L A N D S C A P E A R C H I T E C T U R E L A N D P L A N N I N G " U R B A N D E S I G N 2 4 4 0 T A S S A J A R A L A N E D A N V I L L E , C A L I F O R N I A 9 4 5 2 6 T E L 5 1 0 . 7 3 6 . 8 1 7 6 F A X 5 1 0 . 7 3 6 . 8 1 8 4 B A Y M E A D O W S D E V E L O P M E N T P L A N C I T Y O F S A N M A T E O C O N T R A C T 4 D - 1 S A R A T O G A D R I V E S T A T I O N 7 9 + 0 0 T O 9 2 + 0 0 R e v i s i o n : D e s c r i p t i o n : D a t e : A 5 / 1 0 / 9 9 R E D W O O D H E A D E R S D E L E T E D A / I 4 1 9 9 t � I t s a P ( i s P C . 4 4 . �% P r o j e c t N a m e : S A Y M E A D O W S P r o j e c t N u m b e r : P r o j e c t F i l e : P - 4 D - P I - 1 . D U . l ' a D r a w n : C h e c k : D a t e : M A Y 1 9 9 9 S c a l e : 1 : 2 0 O 1 0 2 0 4 0 P L A N T I N G P L A N a a \ i a l a u T i s m % 1 l a T i / \ m I l a A s t i 1 r L Y U I N I r i U L T I I V I N I b ��U C N o r t h o f S h e e t s A S B U I L T 3 - 1 8 - 2 . . 'i. J ,i. rll, S • • 9 PHASE I 6' HIGH TEMPORARY I GREEN VINYL CHAIN LINK FENCE W/ GREEN MESH FABRIC 80+00 PHASE I LAWN ONLY BETWEEN CURB 4 SIDEWALK 81+00 PHASE I LAWN ONLY BETWEEN CURB 4 SIDEWALK FUTURE FRANKL IN CAMFUS REDWOOD HEADER IS NOT REQUIRED- FUTURE FRANKLIN CAMPUS SITE NOTE: SEE LANDSCAPE PLANS FOR FRANKLIN CAMPUS, PREPARED BY &UZZARDO 4 ASOOCIATES FOR T4-IIS AREA PHASE I 6' HIGH TEMPORARY GREEN VINYL CHAIN LINK FENCE W/ GREEN MESH FABRIC Fk4S I 4DOWS An_1 C� 1 I c A C ANDSCAlci AN ND P1 ,a,SES I LA\DSc,ApING 82+00 Ui 4 f 0 !1 1 PHASE I 6' HIGH TEMPORARY GREEN VINYL CHAIN LINK FENCE W/ GREEN MESH FABRIC PHASE I LAWN ONLY BETWEEN CURB 4 SIDEWALK 83+00 FUTURE PRAN{GL S.1 A. IR, AFH 1041 I o\ VI\ 0k41\ LINK ! \C WITH GR LN MESH THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS MCP ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE NCORPORATED HEREIN AS A RESULT. RECORD DRAWING I \ REDWOOD HEADER 15 NOT REQUIRED- FUTURE FRANKLIN CAMPUS SITE PHASE LAWN ONLY BETUJEEN CURB I SIDEWALK CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT: ? z� TIME PLANT HAVE YSIOV MCKIM FOR COIPLIA It 11116 SAM& SEM WO AND 'ME ARNICA= COMMONS OF APPROVAL FOR FLAMM APPLICATION 2 L' / . MSS AND ONION MAPS TIN SOLE RINPdVALITY OP DR =MOM CIVIL INCISION NS MOIR PLANK BY:: C`1, �Vy DATE 1( /iv/ 4 s KEY MAP NI N F- 1.14 LU C!) LU LU C/•) ■ 1 GATES & ASSOCIATES LANDSCAPE ARCHITECTURE LAND PLANNING • URBAN DESIGN 2 4 4 0 TASSAJARA LANE DANVILLE, CALIFORNIA 94526 TEL 510. 736. 8176 FAX 510.736.8184 B a v MEADOWS DEVELOPMENT PLAN CITY OF SAN MATEO CONTRACT 4D-1 SARATOGA DRIVE - CT ATIf1A1 70sAn Tn O`)4.nn t:vs t J'Uv tv JZPk"' Revision: Description: Date: A 5/10/95 REDWOOD HEADERS DELETED ® 101t4499 REVtteC vtArrriNGI PLAN Project Name: BAY MEADOWS Project Number: Project File: P4D-P44.DU.tS Drawn: Check: Date: MAY 1999 Scale: 1:20 O 10 20 40 PLANTING PLAN CONSTRUCTION ISSUE North North 1 of ± Sheets AS BUILT 3-18-2 �% �% �% �% �% " " " " - 1 1 " " �% �% " S T R E E T L I G H T T Y P I C A L X P A A T O G 4 D R I V E F U T R E M I X E D U S E S I T E " S I M I L B U S S H E L T E R S E E C I V I L P L A N S 8 7 + 0 0 _ R . Q i W �� 1 7 C O N E T E S I D W A L K ��4 T Y P I . L I ��O D - 1 I L F U T U R E F F R 4 N K L I N C A T N I F a S X X c d x v Q i L L V 0 _ r �� z X F R A C T U R E D G R A N I T E P A V I N G I N X X P I L L G R A V E L T O B O T T O M O F T R E E G R A T E F I L L G R A V E L T O B O T T O M O F T R E E G R A T E 3 T R E E G R A T E T Y P - I S E E L A Y U L E N D , S H E E T O R E M I X E D U S L - X I 0 4 L O " 9 0 + 0 0 9 1 + 0 0 T R E E G R A T E , T Y P I C A L S E E L A Y O U T L E G E N . , - E T L - O C O N C R E T W A L K C L 4 - \ - 1 2 R E C O R D D R A W I N G T E N S R E C O R D D O C U M E N T H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D B Y O T H E R S . B K F E N G I N E E R S H A S N O T V E R I F I E D T H E L E A C C U R A C Y A N D / O R C O M P T E N E S S O F T H I S I N F O R M A T I O N A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D H E R E I N A S A R E S U L T . R . O . W . X 5 S I T E G R A N I T E 6 T R E E G R A T Y P I C A L D E P T . O F P U B L I C W O R K S C I T Y O F S A N M A T E O R E L E A S E D F O R C O N S T R U C T I O N S I T E D E V E L O P M E N T P E R M I T : 5 ' e n - f T H E S E P L A N S H A V E B E E N C 9 E C I C E D F O R C O M P L I A N C E M T h S M . M . C . S E C . 2 9 . 4 0 A N D T H E A P P L I C A B L E C O N D I T I O N S O F A P P R O V A L F O R P L A N N I N G A P P L I C A T I O N : 9 t i - o r i l E N G I N E E R I N G A N D D E S I G N R E M A I N S T H E S O L E R E S P O N S B L I T Y O F T H E L I C E N S E D C I V I L E N G I N E E R S I G N I N G T H E S E P L A N S . 4 3 V w 4 0 _ - I V 2 4 o f i n a V o f O 3 U - O F - - I K E Y M A P �% " " " " " " " " " " " " " " " " " " " " " " �% �% " " " " " " " " " " " " " �% " " G A T E S & A S S O C I A T E S L A N D S C A P E A R C H I T E C T U R E L A N D P L A N N I N G " U R B A N D E S I G N 2 4 4 0 T A S S A J A R A L A N E D A N V I L L E , C A L I F O R N I A 9 4 5 2 6 T E L 5 1 0 . 7 3 6 . 8 1 7 6 F A X 5 1 0 . 7 3 6 . 8 1 8 4 B A Y M E A D O W S D E V E L O P M E N T P L A N C I T Y O F S A N M A T E O S A R A T O G A D R I V E - S T A T I O N 7 9 + 0 0 T O 9 2 + 0 0 R e v i s i o n : D e s c r i p t i o n : D a t e : P r o j e c t N a m e : S A Y M E A D O W S P r o j e c t N u m b e r . P r o j e c t F i l e : L - 4 D - l . D U J G D r a w n : C h e c k : D a t e : M A Y 1 9 9 9 S c a l e : 1 : 2 0 0 1 0 2 0 4 0 L A Y O U T P L A N L U U U U N o r t h o f S h e e t s " A S B U I L T 3 - 1 8 - 2 �% �% �% �% �% " " " " S : " " 9 . " " R " O . u l . L L 4 1 3 1 1 1 4 1 3 8 0 + 0 0 C O N C R E T E B A N D A T C U R B S I M I L A R ( N O G R A N I T E ) S T R E E T L I G H T S - C ; O N C R E T E S I D E W A L K F U T U R E O R E S I D E N T I A L E N T R Y M O N U M E N T S D - 3 B A B S O N W A Y T U R F B L O C K S E E C I V I L 8 1 + 0 0 F R A C T U R E D G R A N I T E P A V I N G A T M E D I A N N O S E , T Y P I C A L T Y P I C A L , S E E E L E C T R I C A L T Y i s r c A L F U T U R E - . . . . _ f R A N K L - - } ' z 4 z 0 C D 4 m m 1 1 ) S E E C I V I L r C O N C R E T E S I D E W A L K T Y P I C A L I L 4 T U R R E S I D E N T I A L C O N C R E T E S A N D A T C U R S S I M I L A R ( N O G R A N I T E ) 8 4 + 0 0 F R A C T L I R E t G R A N I T E P A V I N G A T M E D I A N N O S E , T Y P I C A L J F U T U R E F i N K L I N P U s _ $ T O P C A N T P U S R E C O R D D R A W I N G T H I S R E C O R D D O C U M E N T H A S S E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D B Y O T H E R S . B K F E N G I N E E R S H A S N O T V E R I F I E D T H E - A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D H E R E I N A S A R E S U L T . L - . C I T Y O F S A N M A T E O D E P T . O F P U B U C W O R K S R E L E A S E D F O R C O N S T R U C T I O N S I T E D E V E L O P M E N T P E R M I T " 9 8 - w / T H E S E P L A N S H A V E B E E N C H E C K E D F O R C O M P U A N C E W I T H S A I M . C . S E C . 2 9 . 4 0 A N D T H E A P P L I C A B L E C O N D I T I O N S O F A P P R O V A L F O R P L A N N I N G A P P L I C A T I O N : 9 3 - - a r t y E N G I N E E R I N G A N D D E S I G N R E M A I N S T H E S O L E R E S P O N S W I L I T Y O F T H E L I C E N S E D C I V I L E N G I N E E R S I G N I N G T H E S E P L A N S . T O G , K E Y M A P �% " " " " " " " �% �% " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " G A T E S & A S S O C I A T E S L A N D S C A P E A R C H I T E C T U R E L A N D P U N N I N G " U R B A N D E S I G N 2 4 4 0 T A S S A J A R A L A N E D A N V I L L E , C A L I F O R N I A 9 4 5 2 6 T E L 5 1 0 . 7 3 6 . 8 1 7 6 F A X 5 1 0 . 7 3 6 . 8 1 8 4 B A Y M E A D O W S D E V E L O P M E N T P L A N C I T Y O F S A N M A T E O S A R A T O G A D R I V E - S T A T I O N 7 9 + 0 0 T O 9 2 + 0 0 R e v i s i o n : D e s c r i p t i o n : D a t e : P r o j e c t N a m e : B A Y M E A D O W S P r o j e c t N u m b e r : P r o j e c t F i l e : L - 4 D - 1 . D W S D r a w n : C h e c k : D a t e : J U L Y 1 9 9 9 S c a l e : 1 : 2 0 O 1 0 2 0 4 0 L A Y O U T P L A N E D L - 1 �% " " B Y : D A T E 7 i t f l k 7 N o r t h o f S h e e t s A S B U I L T 3 - 1 8 - 2 �% �% �% �% �% �% �% �% L A Y O U T N O T E S & L E G E N D I N T E G R A L C O L O R C O N C R E T E P A V I N G - V E H I C U L A R L . M . S C O F I E L D C O L O R : S E E D E T A I L F I N I S H : L I G H T S A N D B L A S T S E E D E T A I L S I N T E G R A L C O L O R C O N C R E T E P A V I N G - E D E S T R i A N C O L O R : 1 / 2 F R E N C H D O V E . U . O . N . ( 4 F I N I S H : L I G H T B R O O M D - 1 R O U G H G R A N I T E P A V E R S O N C O N G R E - M E D I A N S A V A I L A B L E : C O L D S P R I N G S G R A N I T E C O N T A C T : D O N N O L L " 0 9 ) 6 1 - 4 4 0 6 C O L O R : C A R N E L I A N S E E D E T A I L S U B M I T S A M P L E O F C O L . F I N I A N D S C O R E J O I N T S F O R A P P R O V A L E X P A N S I O N J O I N T L O C A T E A S S H O W N , A T A L L J O I N T S B E T W E E N P A V I N G 4 W A L L S , A N D C H A N G E S I N P A V I N G M A T E R I A L . S C O R E L I N E R E D W O O D H E A D E R B U S S H E L T E R M F R : S A M T R A N S S E E C I V I L P L A N S C O N C R E T E B L O C K S O U N D W A L L S E E D E T A I L G R A N I T E E N T R Y W A L L S E E D E T A I L S T U B U L A R S T E E L F E N C E A N D G A T E M F R : A M E R I S T A R , O R E Q U A L 1 ( 8 0 0 ) 3 2 1 - 8 1 2 4 M O D E L : M A J E S T I C H E I G H T ; 6 ' H I G H C O L O R : G A L V A N I Z E D , P O W D E R C O A T E D , B L A C K G A T E S : T W O 5 ' W I D E G A T E S L E G I F E N C I N G 4 G A T E S A T T H E E X P O C E N T E R ( 8 0 0 ) 3 3 8 - 2 4 9 9 M O D E L : 2 0 3 0 M M 6 ' H I G H F I N I S H : H O T D I P P E D G A L V A N I Z E D W I P O W D E R C O A T I N G C O L O R : R A L 6 0 0 5 ( F O R E S T G R E E N ) G A T E S : T W O 1 4 ' W I D E G A T E S G A T E S : T W O 1 6 ' W I D E G A T E S A T A L L T R E E G R A T E M F R : U R B A N A C C E S S O R I E S ( 4 2 5 ) 4 8 1 - 0 4 8 8 M O D E L * : " O T T I T L E 2 4 . 4 t S Q . , w / T W O 3 " H O L E S F O R T R E E S T A K E S F I N I S H : P R E P A I N T F R A M E 4 G R A T E P R I O R T O D E L I V E R Y , W I T H A M O R L O C K 4 0 0 , C O L O R : G R E E N W / H I G H E P D X Y C O A T I N G C O L O R : T O M A T C H T I G E R - D R Y L A C P O W D E R C O A T I N G " R A L 6 0 0 4 S U B M I T T S A M P L E T O L A N D S C A P E A R C H I T E C T F O R A P P R O V A L B E N C H E S M F R : S M I T H 4 H A I U C I N S ( 4 1 5 ) 3 8 9 - 8 3 0 0 M O D E L " : 6 ' G I V E R N T 6 5 5 4 1 W I T H B R A S S A N C H O R B O L T S " 4 6 0 2 5 3 T R A S H R E C E P T A C L E M F R : V I C T O R S T A N L E Y ( 3 0 1 ) 8 5 5 - 8 3 0 0 O R ( 5 3 0 ) 2 1 2 - 8 0 0 5 9 L 0 C A L D I S T R I B U T E R ) M O D E L : 5 - 4 2 w / 5 - 2 D O M E : I R O N S I T E S B E T H E S D A S E R I E S , ( 3 2 G A L L O N S ) T O P L O A D E D F I N I S H : P O W D E R C O A T C O L O R : G R E E N C O L O R : T O M A T C H T I G E R - D R Y L A C P O W D E R C O A T I N G " R A L 6 0 0 4 S U B M I T T S A M P L E T O L A N D S C A P E A R C H I T E C T F O R A P P R O V A L P O T S M F R : H A D D E N S T O N E ( 4 1 5 ) 8 6 1 - 3 3 % M O D E L : R O M A N J A R D I N I E R E A 5 3 5 ( 2 2 " W I D E X 2 0 " H I G H ) M O D E L : R O M A N J A R D I N I E R E A 5 3 4 ( I l " W I D E X 1 5 " H I G H ) A L L P O T S S H A L L H A V E A 2 " H O L E T O A C C O M M O D A T E I R R I G A T I O N B U B B L E R S . C O L O R : T E R R A G O T T A 0 4 P A P L A N T I N G A R E A R R A D I U S A L L R A D I I G I V E N F O R W A L L S A R E D I M E N S I O N E D T O O U T S I D E O F W A L L S . T T R E A D S I M S I M I L A R L A Y O U T S T A R T I N G P O I N T E Q E Q U A L I . C o n t r a c t o r s h a l l v e r i f y a l l g r a d e s , e x i s t i n g c o n d i t i o n s a n d d i m e n s i o n s i n t h e f i e l d p r i o r t o c o m m e n c i n g w o r k A l l d i s c r e p a n c i e s o r q u e s t i o n s s h a l l b e b r o u g h t t o t h e a t t e n t i o n o f t h e L a n d s c a p e A r c h i t e c t f o r r e s o l u t i o n . C o n t r a c t o r s h a l l r e v i e w g r a d i n g p l a n s t o d e t e r m i n e f i n i s h g r a d e s a t p o r c h e s i n r e l a t i o n s h i p t o F i n i s h g r a d e o f g r o u n d . C o n t r a c t o r s h a l l c o o r d i n a t e w i t h A r c h i t e c t u r a l C o n t r a c t o r t o p r o v i d e a d e q u a t e r o o m f o r p a v i n g m a t e r i a l s o n p o r c h e s . 2 . A l l d i m e n s i o n s a t r o a d w a y a r e t o f a c e o f c u r b . C o n t r a c t o r t o c o o r d i n a t e w i t h c i v i l e n g i n e e r s * p l a n s f o r l o c a t i o n o f f u t u r e c u r b s a s t h e y w i l l n o t a l l b e i n s t a l l e d d u r i n g P h a s e I . T r e e s s h a l l b e i n s t a l l e d a t f i n i s h e d g r a d e o f f u t u r e r o a d l a y o u t . 3 . A l l a n g l e s a r e 4 5 d e g r e e , 9 O d e g r e e , o r 1 3 5 d e g r e e u n l e s s o t h e r w i s e n o t e d . 4 . A l l c u r v e s a n d a l l t r a n s i t i o n s b e t w e e n c u r v e s a n d s t r a i g h t e d g e s s h a l l b e s m o o t h 5 . S e e i r r i g a t i o n p l a n s f o r l o c a t i o n o f i r r i g a t i o n p i p i n g : s l e e v e s t o a c c o m m o d a t e i r r i g a t i o n p i p i n g , s i z e d a s n e e d e d , s h a l l b e i n p l a c e u n d e r a n d t h r o u g h s l a b s a n d w a l l s , p r i o r t o p o u r i n g . 6 . S c o r e T i n e s i n s i d e w a l k s s h a l l b e s p a c e d t o e q u a l t h e w i d t h o f t h e w a l k w a y , u n l e s s o t h e r w i s e s h o w n . E x p a n s i o n J o i n t s i n s i d e w a l k s s h a l l b e 3 0 ' o n c e n t e r m a x i m u m . " P L A N T L I S T T R E E S S y m b o l B o t a n i c a l N a m e A A r b u t u s M a r i n a A J A l b i z i a J u l i b r i s s i n A M A t e r m a c r o p h y l l u m C B C a r p i n u s b e t u l u s ' F a s t i g i a t e ' C S C o t t l e s i n e n s i s " " f A F r a x l n u s a m e r i c a n a ' A u t u m n P u r p l e ' " " " F A " " F r a x i n u s a m e r i c a n a ' A u t u m n P u r p l e ' G B G i n k g o ( o f l o b o ( M a l e o n l y ) M L H a l a l - e l u t e l i n a r i i f o l i a P . P r u n u s c e r a s i f e r e P C P y r u s c a l l e r y a n a ' A r i s t o c r a t ' R I R o b i n i a a m b i g u a l d a h o e n s i s U C U m b e l l u l a r t a c a l i f o r n i c a 4 1 4 1 . C o m m o n N a m e N . C . N . S i k T r e e S i g l e s t M a p l e E u r o p e a n H o r n b e a m C h i n e s e H a c k b e r r y W h i t e A s h W h i t e A s h M a i d e n h a i r T r e e f L a x l e a f P a p e r b a r k C h e r r y P l u m F l o w e r i n g P e a r I d a h o L o c u s t C a l i f o r n i a B a y T o m a t c h t r e e s o n S a y M e a d o w s B a r n S i t e c o r n e r p l a n t i n g F r a x i n u s S t r e e t t r e e . t o b e p r o v i d e d b y o w n e r . S H R U B S S y m b o l B o t a n i c a l N a m e C o m m o n N a m e A U A r b u t u s u n e d o " E l f i n K i n g ' B D B u d d i e t a d a v i d i l ( P u r p l e ) C S C a m e l i a s a s a n q u a ' J e a n M a y ' D D o d o n e a v i s c o s e D B D i t t o s b i c o l o r D V D i e t e s v e g e t a E F E s c a l l o n i a F r a d e s s i E J " E u o n y m u s , j a p o n i c a E K E r i g e r o n k a r v i n e k i a n u s 1 4 4 4 H e m e r o c a l l i s h y b r i d - e v e r g r e e n I D I r i s d o u g i a s i a n a L L i m o n l u m p e r e z n L A L a v a n d u l a a n g u s t i f o l i a L B L a v a t e r a b i c o l o r ( l a v e n d e r ) L H L a v a n d u l a ' H l d c o t e ' L J L i g u s t r u m J a p o n i c u m ' T e x a n u m ' L M T e u c r i u m c h a m a e d r y s L S L a v a n d u l a s t o e c h a s L T L a v a t e r a t h u r i n g l a c a ' R o s e s ' R C R h a p h i o l e p i s C l a r a R I " R h a p h i o l e p i s i n d i c a R M R o s a M i e d i l a n d ( P i n k ) R S R i b e s s a n g u i n e u m S B S p i r a e a b u m a l d a S H S o l l y a h e t e r o p h y l l a T C T e u c r i u m c h a m a e d r y s T V T u l b a g h i a v e t l a t e a V T V i b u r n u m t i n u s ' S p r i n g B o u q u e t ' W F W e e t r i n g i a f r u t i c o s a W y n n y a b b i e G e m ' Z A Z a n t e d e s c h i a a e t h i o p i c a ' G r e e n G o d d e s s ' C a l l a L i l y G R O U N D C O V E R S y m b o l B o t a n i c a l N a m e G D r o s a n t h e m u m f l o r i b u n d u m M P M y o p o r u m p a r v i r o l l u m O F D r o s a n t h o m u m f l o r i b u n d u m T J T r a c h e l o s p e r m u m J a s m i n o i d e s T M T e u c r i u m c o s s o n l i m a r J o r i c u m V V e r b e n a T a p p i e n V M V I N E S V i n c e m i n o r S y m b o l B o t a n i c a l N a m e C C S J S t r a w b e r r y t r e e B u t t e r f l y B u s h S a s a n q u a C a m e l i a P u r p l e H o p s e e d B u s h F o r t n i g h t L i l y F o r t n i g h t L i l y E s c a l J o n i a ( T o m a t c h C o r p Y a r d ) F l e a b a n e E v e r g r e e n D a y l i l y ( y e l l o w ) P a c i f i c C o a s t I r i s S e a L a v e n d e r E n g l i s h L a v e n d e r T r e e M a l l o w E n g l i s h L a v e n d e r J a p a n e s e P r i v e t G r a n d e r S p a n i s h L a v e n d e r T r e e M a l l o w R a p h i o l e p i s I n d i a H a w t h o r n e M i e d i l a n d R o s e P i n k W i n t e r C u r r e n t S p i r a e a A u s t r a l i a n B l u e b e l l C r e e p e r G e r m a n d e r S o c i e t y G a r l i c L a u r u s t l n u e W e s t r i n g i a C o m m o n N a m e R o s e a I c e p l a n t M y o p o r u m R o s e a i c e p l a n t S t a r J a s m i n e G r a n d e r V e r b e n a T a p p i e n ( l a v e n d e r ) P e r i w i n k l e C o m m o n N a m e C l y t o s t o m a c a l l i s t e g i o d e s L a v e n d e r t r u m p e t V i n e P o t a t o V i n e 5 G a l . S o l a n u m J a s m i n i o i d e s P L A N T I N G N O T E S & L E G E N D " O ( T h " : : . " . : : 7 : : 4 1 . 6 0 . . . . . . P F 2 2 S i z e S p a c i n g 1 5 G a l , A s s h o w n 1 5 G a l . A e S h o w n 1 5 g a l . A s s h o w n 2 4 " B o x A s S h o w n I S G a l . A s s h o w n 1 5 G a l . 3 0 ' o . c . 2 4 " B o x 3 0 ' o . c . 3 6 " B o x n o s h o w n 2 4 " B o x A s s h o w n 2 4 " B o x A s S h o w n 2 4 " B o x A e S h o w n 1 5 G a l . A s S h o w n 1 5 G a l . A s S h o w n S i z e S p a c i n g 5 G a l . 5 ' - o " 0 . c . 5 G a l . 4 ' - 0 " o . c . S G a l . 3 ' - 0 " o . c . 5 G a l . 8 . - 0 " 0 . c . I G a l . 2 ' - 6 " o . c . I G a l . 2 ' - 6 " o . c . 5 G a l . 4 ' - 0 " o . c . 5 G e l . 4 ' - 0 " 0 . 0 . I G a l . 2 ' - 0 " o . c . I G a l . 2 ' - 0 " o . c . I G a l . I G a l . I G a l . 5 G a l . 1 G a l . 5 G a l . i G a l . 1 G a l . 5 G a l . 5 G a l . 5 G a l . 5 G a l . 5 G a l . 5 G a l . 5 G a l . I G a l . I G a l . 5 G a l . 5 G a l . 5 G a l . 1 8 " o . a 2 ' - 6 " o . c . 2 ' - 6 " o . c . 3 ' - 6 " o . c . 1 8 " o . & 4 ' - 0 " o . c . 2 ' - 6 " o . c . 2 ' - 6 " 3 ' - 6 " o . c . 3 ' - 6 " o . c . 4 ' - O ' 0 . 0 . 3 ' - 6 " o . c . 3 ' - 6 " o . c . 2 ' - 6 " o . s . 2 ' - 6 " o . c . 2 ' - 0 " o . c . 1 8 " o . 0 . 3 ' - 6 " o . c . 3 ' - O " o . c . 2 ' - 6 " o . c . S i z e S p a c i n g F l a t s 1 5 " o . c . 1 G a l . 3 ' - 0 " O . c . F a t e 2 ' - 6 " o . c . 1 G a l . 2 ' - 6 " o c . 1 G a l . I ' - 6 " o . c . I G a l . 2 ' - 0 " o . c . 1 G a l . 2 ' - 6 " o . c . S i z e S p a c i n g L A W h i ( S O D ) W A R R E N ' S 9 0 - 1 0 F R O N T R U N N E R / F E S C U E B L U E G R A S S M I X , O R A P P R O V E D E Q U A L 1 ( 0 0 0 ) 8 2 8 - 8 8 8 2 G R O U N D C O V E R T R E E S W I T H I N R I G H T O F W A Y T R E E S T O B E P L A N T E D O U T S I D E R I G H T O F W A Y B Y P A I N E W E B E R S H R U B S G R O L N D C O V E R T R E E N A M E S E E P L A N T L I S T Q U A N T I T Y F O R A D D T ' L I N F O . S H R U B N A M E S E E P L A N T L I S T Q U A N T I T Y F O R A D D T ' L I N F O . A G G R O U N D C O V E R N A M E S E E P L A N T L I S T 4 4 " ( 1 : : ) Q U A N T I T Y F O R A D D T ' L I N F O . V I N E N A M E S E E P L A N T L I S T Q U M T I T Y F O R A D D T ' L I N F O . B G a l . A s S h o w n A s S h o w n I . S t a k e a l l t r e e s a s p e r d e t a i l 2 . P l a n t t r e e s I n t h e m i d d l e o f p l a n t i n g m e d i a n s a n d i n a r e a s b e t w e e n s i d e w a l k a n d c u r b . O t h e r w i s e p l a n t t r e e s a m i n i m u m o f 3 ' s f r o m f a c e o f c u r b a t p a r k i n g g , a n d f r o m e d g e s o f p a v i n g . S t r e e t t r e e s s h o u l d b e S 0 ' o . c . w h e r e p o s s i b l e . I n a r e a s W h e r e t h e r i s a c o n f l i c t w i t h t h e s t r e e t l i g h t s , e q u a l l y s p a c e t r e e s t o f i t b e t w e e n l i g h t s , a s s h o w n o n p l a n s . 3 . T r e e l o c a t i o n a n d m a s s i n g t o b e v e r i f i e d i n t h e f i e l d b y L a n d s c a p e A r c h i t e c t . 4 . P r o v i d e r o d . h e a d e r s a t a l l i n t e r f a c e s b e t w e e n : a . B e d d i n g a n d s h r u b s o r g r o u n d c o v e r . b . a t a l l C i t y R O . W . ' s w h e n t h e r e i s a p l a n t i n g e d g e a b b u t t i n g f u t u r e p r o p e r t y o w n e r ' s p l a n t i n g a r e a s i n o r d e r t o d e f i n e t h e e d g e i n t h e f i e l d . 5 . B r a n c h i n g h e i g h t o f t r e e s s h a l l b e a 6 ' - 0 " m i n i m u m a b o v e f i n i s h g r a d e . B r a n c h i n g h e i g h t o f t r e e s s h a l l b e a 1 ' - 0 " m i n i m u m a b o v e f i n i s h g r a d e i f t h e y a r e i n t h e 4 5 ' t r i a n g u l a r a r e a o f v i s i b i l i t y a t t h e c o r n e r s a n d t h e 1 0 ' t r i a n g u l a r a r e a o f v i s i b i l i t y a t d r i v e w a y I n t e r s e c t i o n s . 6 . A l l t r e e s I n a f o r m a l g r o u p p l a n t i n g s h a l l b e m a t c h i n g I n s i z e a n d s h a p e . 1 . S e c u r e a l l v i n e s t o w a l l s w i t h a p p r o v e d f a s t e n e r s , a l l o w i n g f o r t w o ( 2 ) y e a r s g r o w t h 8 . S e e p l a n t i n g s p e c i f i c a t i o n s f o r a d d i t i o n a l i n f o r m a t i o n 9 . A l l s u b m i t t a l s , c h a n g e s t o w o r k , m a t e r i a l s a n d w o r k m a n s h i p f o r C i t y m a i n t a i n e d a r e a s s h a l l b e a p p r o v e d - b y t h e C i t y . C o n t a c t N e a l O s i a s f o r a l l L a n d s c a p e a n d I r r i g a t i o n I n s p e c t i o n s a n d a p p r o v a l s a t ( 6 5 0 ) 5 2 2 - 1 4 2 3 . C o n t a c t D e n n i s P a w l r e g a r d i n g T r e e I n s p e c t i o n s a n d a p p r o v a l s a t ( 6 5 0 ) 5 2 2 - 1 4 2 2 . C o n t r a c t o r t o g i v e 2 d a y s n o t i c e p r i o r t o a l l I n s p e c t i o n s 4 a p p r o v a l s . 1 0 . P o s t p l a n t f e r t i l i z a t i o n a n d s o i l a m e n d m e n t s t h r o u g h o u t t h e e n d o f M a i n t e n a n c e P e r i o d s h a l l b e b a s e d o n t h e S o i l ' s t e s t r e p o r t a n d r e c o m m e n d a t i o n s . i L P l a n t o n l y s m a l l g r o u d c o v e r l e s s t h a n 6 " h i g h ( D r o s a n t h e m u m , m y o p o r u m . t e u c r i u m , v e r b e n a a n d v t n c a ) w i t h i n t w o f e e t o f s p r a y h e a d s , a s d e t e r m i n e d b y t h e C i t y i n t h e f i e l d . 1 2 . T h e m a i n t e n a n c e o f t h e l a n d s c a p i n g a n d i r r i g a t i o n s h o w n f o r a r e a s o u t s i d e o f t h e C i t y ' s r i g h t o f w a y a r e s u b j e c t t o t o t h e e x e c u t i o n o f m a i n t e n a n c e a g r e e m e n t s b e t w e e n e a c h p r i v a t e p r o p e r t y o w n e r a n d t h e C i t y . I f t h e C i t y a n d p r o p e r t y o w n e r s c a n n o t a g r e e t o t h e t e r m s o f s u c h m a i n t e n a n c e a g r e e m e n t s , t h e l a n d s c a p i n g w i l l n e e d t o b e r e d e s i g n e d s o t h a t i t w i l l t u n c t v o n o t t o f p r i v a t e i r r i g a t i o n m e t e r s a n d c o n t r o n e r s . r - T l o r t o c o m m e n c i n g w o r k w i t h i n p r i v a t e a r e a s t h e c o n t r a c t o r s h a l l v e r i f y t h a t s u c h a g r e e m e n t s a r e i n p l a c e . G R A D I N G L E G E N D T W B U J P A V E D A R E A T O P O F W A L L E L E V A T I O N B O T T O M O F W A L L E L E V A T I O N G R A D I N G N O T E S 1 . C o n t r a c t o r s h a l l b e r e s p o n s i b l e f o r m a k i n g h i m s e l f f a m i l i a r w i t h a l l u n d e r g r o u n d u t i l i t i e s , p i p e s a n d s t r u c t u r e s . C o n t r a c t o r s h a l l t a k e s o l e r e s p o n s i b i l i t y f o r c o s t i n c u r r e d d u e t o d a m a g e a n d r e p l a c e m e n t o f s a i d u t i l i t i e s . 2 . C o n t r a c t o r s h a l l n o t w i l l f u l l y p r o c e e d w i t h c o n s t r u c t i o n a s d e s i g n e d w h e n i t i s o b v i o u s t h a t u n k n o w n o b s t r u c t i o n s a n d / o r g r a d e d i f f e r e n c e s e x i s t t h a t m a y n o t h a v e b e e n k n o w n d u r i n g d e s i g n . S u c h c o n d i t i o n s s h a l l b e i m m e d i a t e l y b r o u g h t t o t h e a t t e n t i o n o f t h e C o n s t r u c t i o n S u p e r i n t e n d e n t . T h e C o n t r a c t o r s h a l l a s s u m e f u l l r e s p o n s i b i l i t y f o r a l l n e c e s s a r y r e v i s i o n s d u e t o f a i l u r e t o g i v e s u c h n o t i f i c a t i o n . 3 . C o n t r a c t o r s h a l l b e r e s p o n s i b l e F o r a n y c o o r d i n a t i o n w i t h s u b c o n t r a c t o r s a s r e q u i r e d t o a c c o m p l i s h o p e r a t i o n s . 4 . N o c h a n g e i n c o n t r a c t p r i c e w i l l b e a l l o w e d f o r a c t u a l o r c l a i m e d d i s c r e p a n c y b e t w e e n e x i s t i n g g r a d e a n d t h o s e s h o w n o n p l a n s a f t e r C o n t r a c t o r h e s a c c e p t e d e x i s t i n g g r a d e s a n d m o v e d o n t o t h e s i t e . A l l g r a d i n g i n f o r m a t i o n I s b a s e d o n s u r v e y a n d g r a d i n g s h o w n o n S K F ' s P l a n s . 6 . F o r c a t c h b a s i n s , s t o r m d r a i n p i p i n g , c u r b a n d g u t t e r e l e v a t i o n s , u t i l i t i e s , a n d e x i s t i n g g r a d e a n d s u r v e y i n f o r m a t i o n , s e e C i v i l E n g i n e e r ' s d r a w i n g . 1 . S e e O f f s i t e g e o t e c h i c a l i n v e s t i g a t i v e r e p o r t , p r e p a r e d b y H a r z a C o n s u l t i n g E n g i n e e r i n g C o m p a n y , d a t e d J a n u a r y 1 1 , 1 9 9 9 , f o r a d d i t i o n a l s o i l a n d f o o t i n g s i n f o r m a t i o n . S e e G e o t e c h n i c a l I n v e s t i g a t i v e R e p o r t f o r S a r a t o g a D r i v e F i n a l D e s i g n , p r e p a r e d b y H a r z a E n g i n e e r i n g C o m p a n y , d a t e d J u n e 1 1 , 1 9 9 8 , f o r a d d i t i o n a l s o i l a n d f o o t i n g s i n f o r m a t i o n . 8 " B e r m s s h a l l b e c o n s t r u c t e d o f t o p s o i l o n l y : s u b s o i l i s u n a c c e p t a b l e . T o p s o i l f r o m t h e p r o j e c t s t o c k p i l e i s a c c e p t a b l e . S . M a x i m u m s l o p e o f G r o u n d c o v e r / s h r u b a r e a s 4 : 1 . 1 0 . P l a n t i n g a r e a s a d j a c e n t t o b u i l d i n g s s h a l l d r a i n a w a y f r o m b u i l d i n g s " 2 % m i n i m u m . I I . S w a l e * s h a l l s l o p e a t 2 % m i n i m u m u n l e s s o t h e r w i s e n o t e d . 1 2 . M i n i m u m s l o p e o n p a v i n g s h a l l b e 1 % . I S . A l l t o p s o f w a l l s s h a l l b e l e v e l u n l e s s o t h e r w i s e n o t e d . 1 4 . A l l p r o p o s e d g r a d e s a r e t o m e e t a n d b l e n d w i t h e x i s t i n g g r a d i n g a t p r o j e c t l i m i t a n d e x i s t i n g c u r b s . P r e c i s e e l e v a t i o n s i n d i c a t e d o n p l a n s t o b e v e r i f i e d i n f i e l d t o a s - b u i l t c o n d i t i o n s . 1 5 . C o n t r a c t o r s h a l l b e r e s p o n s i b l e f o r " r o u n d i n g o f f " a l l s h a r p r i d g e s e x i s t i n g o n s i t e w h e t h e r o r n o t s u c h c o n d i t i o n s a r e i n d i c a t e d o n p l a n s . 1 6 . C i v i l E n g i n e e r s a r e p r o v i d i n g a l l g r a d i n g i n f o r m a t i o n e x c e p t F o r f i n i s h g r a d e s a t a l l m e d i a n s . S e e d e t a i l f o r I n f o r m a t i o n I n t h i s a r e a . a s I t e r L G I U N 4 - r l c z A i c f r i T R u t 1 4 ; 2 x 4 - I b L J c o p t - i i 2 o o l l S T R U G r I o N H E , o . E Z r C 4 U t i - V 4 ��x 4 - R E g . , t , . �%a c b 4 5 , 4 4 7 S i z a , L A 4 v I l t - $ P l E I h c o r l 7 1 z l . G T k J F ' r L A P z ' - o n K s . ? x 4 1 1 L - , 0 1 1 . 4 P 5 G d ` 4 % I 6 " S c T l o t t . , H ��t o p f i r e " S H ��I c i R 0 U 6 �� 4 ' - o " 0 , 0 , i t - i t �� f + " L L J o I ' J T 4 �� '" - . A ' " F 5 v - t " J D E 9 - 4 7 6 , I / e F O R c o l D L A k M 4 F o g . 6 e a t 7 E t 7 L 4 4 - 1 N 1 H E A D E R B O A R D D E T A I L 1 ��t G R E C O R D D R A W I N G T H I S R E C O R D D O C U M E N T H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D B Y O T H E R S . B K F E N G I N E E R S H A S N O T V E R W E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D H E R E I N A S A R E S U L T . C I T Y O F S A N I A A T E O D E P T . O F P U B L I C W O R K S R E L E A S E D F O R C O N S T R U C T I O N S I T E D E V E L O P M E N T P E R M I T - 9 9 + " - f T H E S E P L A N S H A V E B E E N C H E C K E D F O R C O A P U A N C E W I T H S . M I I C S E C . 2 3 . 4 0 A N D T H E A P P L I C A B L E C O N D I T I O N S O F A P P R O V A L . F O R P L A N N I N G A P P L I C A T I O N N 9 t - o z / E N G I N E E R I N G A N D D E S I G N R E M A I N S T H E S O L E R E S P O N S I B I L I T Y O F T I E L I C E N S E D C I V I L E N G I N E E R S I G S I G T H E S E P L A N S . c i D A T E 7 / 1 1 . 4 L �% �% G A T E S " " " " �% �% " �% O I S E �% " �% �% O O Z E �% " " " �% �% �% " �% �% " " �% �% �% �% " �% �% �% N E O N �% " " " G A T E S & A S S O C I A T E S " L A N D S C A P E A R C H I T E C T U R E - U R B A N D E S I G N L A N D P L A N N I N G 2 4 4 0 T A S S A J A R A L A N E , D A N V I L L E , C A L I F O R N I A 9 4 5 2 6 T E L : 9 2 5 . 7 3 6 . 8 1 7 6 F A X : 9 2 5 . 7 3 6 . 8 1 8 4 E M A I L : C A D @ D G A T E S . C O M B A Y M E A D O W S D E V E L O P M E N T P L A N C I T Y O F S A N M A T E O S A R A T O G A D R I V E - D E L A W A R E S T R E E T T O F R A N K L N P A R K W A Y R e v i s i o n : D e s c r i p t i o n : D a t e : P r o j e c t N a m e : B A Y M E A D O W S D E V , P L A N P r o j e c t N u m b e r : P r o j e c t F i l e : C 2 - B A Y . D W G D r a w n : N O T E S 4 L E G E N D S C h e c k : D a t e : J U N E 1 9 9 9 S c a l e : P L A N T I N G N O T E S 4 L E G E N D L - 0 �% " A S B U I L T 3 - 1 8 - 2 m Brian Kangas Faulk HOLOPHANE SINGLE ESPLANADE LIGHT FIXTURE WITH WEST LIBERTY CROSSARM (TYP.) 8' TYP. —i HOLOPHANE SINGLE ESPLANADE LIGHT FIXTURE WITH WEST LIBERTY CROSSARM (TYP.) 8' TYP. 35' 34' 0 0 i� g 30.5' 20' 10' TRAFFIC SIGN 3 SECTION 12" TRAFFIC SIGNAL HEAD (TYP.) FUTURE ROADWAY O O IISNS TYPE A PEDESTRIAN SIGNAL PEDESTRIAN PUSH BUTTON 2) AC OUTLETS TYP.) 2 I- 3' MIN. MIN. TO BACK OF WALK cc >- F- O N a: r I— N INTERSECTION OF SARATOGA DRIVE AND BABSON LANE POLES AND REQUIRED FOUNDATION: 3'-0" DIAMETER, 9'-0" DEPTH CIDH PILE FOUNDATION (CALTRANS STANDARD PLAN ES -6R) REQUIRED REINFORCEMENT: STANDARD REINFORCED PILE (CALTRANS STANDARD PLAN ES -6T) NOT TO SCALE TYPE A PEDESTRI A AI r LUL.7 I RIr1IN SIGNAL PEDESTRIAN PUSH BUTTON (2) AC OUTLETS (TYP.) I- 0 1 2,1 MIN. FUTURE ROADWAY 3' I MIN. TO BACK OF WALK INTERSECTION OF SARATOGA DRIVE AND BABSON LANE POLES E® AND INTERSECTION OF SARATOGA DRIVE AND PARK PLACE POLES e AND G 35' 34' O O 30.5' 20' 10' TRAFFIC SIGN 3 SECTION 12" TRAFFIC SIGNAL HEAD (TYP.) FUTURE ROADWAY O IISNS TYPE A PEDESTRIAN SIGNAL PEDESTRIAN PUSH BUTTON 2;4 MIN. (2) AC OUTLETS (TYP.) cc >- F - (N cc >- f — O Ni 3' MIN. TO BACK OF WALK INTERSECTION OF SARATOGA DRIVE AND PARK PLACE POLES A AND REQUIRED FOUNDATION: 3'-0" DIAMETER, 9'-0" DEPTH CIDH PILE FOUNDATION (CALTRANS STANDARD PLAN ES -6R) REQUIRED REINFORCEMENT: STANDARD REINFORCED PILE (CALTRANS STANDARD PLAN ES -6T) LEGEND O O O 24" a 48" 22" J VARIES NOTE: 72" NOT TO SCALE 3 SECTION 12" TRAFFIC SIGNAL HEAD INTERNALLY ILLUMINATED STREET NAME SIGN (IISNS) VARIES TRAFFIC SIGN FG CIDH PILE 3.0' MIN FOUNDATION DETAIL NTS THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL. NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE TRAFFIC SIGNAL POLES AND MASTARMSRECORD DRAWING AND MOUNTING DETAILS FOR TRAFFIC SIGNALS, PEDESTRIAN SIGNALS AND TRAFFIC SIGNS FOR APPROVAL BY THE ENGINEER OF WORK. 2. SEE SHEETS TR-01 AND TR-02 FOR TRAFFIC SIGNAL POLE LAYOUT AND RELATED POLE & EQUIPMENT SCHEDULE. ENGINEERED FILL, COMPACTED TO 95% PRIOR TO DRILLING \\A��- i 2.0' MIN f CONCRETE TO BE POURED AGAINST UNDISTURBED, COMPACTED FILL CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT- 9 THESE PLANS HAVE SEEN CIECI® FOR COI/PUMICE WITH Inc SEC. 23.40 AND TIE APPUCASLE CONDITIONS OF APPROVAL FOR PLAI**IQ APPUCATICIt q S z/ . ENCRIBEiNG AND DESIGN REMAINS THE SOLE RESPONSIBILITY OF TIE LICENSED CIVL Balla SIGNING THESE PLANS. BY:A DATE -7 /1-7 ‘t° VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1 It IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. W 4( �9 0FESS001/ Y �,k30 C, it No. 21552 C Exp 9/30/01 CIVIL 0 a m w< 0 Q ~ M M O CD CO w U 0 N N co co 3 \\ 0 0 0 0 1- WO in tO CC CD tO X w rn L m C C 0 • <n 0 m • 7 V) In L m m C a) C w CALIFORNIA O O 0) 0 Zp O 0 <>- F- I - W Z CI w-ao 0Q z iA w Q ; 0o ILz Q <WQ`� W > CC Mir I- > -m Q Q 0 I - a Ilx Q Cl) 0 CITY OF SAN N 0 IR d ce Date MAY 1999 ScoLe S SHOWN co N A C d S. Approved AJG Drawing Number REQUIRED FOUNDATION: 3'-0" DIAMETER, 8'-0" DEPTH PILE FOUNDATION (CALTRANS STANDARD PLAN ES -6R) I-% /\I III"1rr' rlrr. Irllrlllr. ark IT P.T A .Ill A ll rlr,.I / I -c-r• • '.' A .In • t'\ NOT TO SCALE CONSIHULI ION ISSUl_ yyr" as as VC -1/41C 21 OF 21 AS BUILT 3-18-2 © Brian Kangas Foulk 7 -CAMERA MOUNTING ON LUMINAIRE ARM O O O CAMERA INSTALLATION ON LUMINAIRE FIELD OF VIEW SUNSHIELD STAINLESS STEEL BANDING LUMINAIRE ARM OR CI(`_NI STRUCTURE 25" TIGHTEN SECURELY DRIP LOOP ALLOW SLACK IN CABLES FOR CAMERA REPOSITIONING MOUNT CAMERA ASSEMBLY TO BRACKET, AIM CAMERA DOWN AT 20 DEGREES. FINAL ADJUSTMENTS MAY VARY FROM THIS ANGLE NOTE: — MOUNT BRACKET AS HIGH AS POSSIBLE — AIM BRACKET TOWARD DIRECTION OF TRAFFIC TO BE DETECTED — ALLOW CLEARANCE FOR CAMERA ADJUSTMENT/AL►GNMENT CONNECTORS FOR POWER & COAX CABLES ATTACHED TO CAMERA HOUSING POWER & COAX CABLES MOUNTING BRACKET POWER & COAX CABLES WEATHERTIGHT CABLE ENTRIES SIDE VIEW OF CAMERA INSTALLED ON LUMINAIRE REASSEMBLE CAMERA ASSEMBLY TO MOUNTING BRACKET TWO (2) 1/2" STAINLESS STEEL BANDS IN TWO PLACES, PIN IF REQUIRED. 12" NOTE: LOCATE BRACKET CLOSE TO LUMINAIRE WHILE MAINTAINING ACCESS TO LUMINAIRE FOR MAINTENANCE VIDEO DETECTION CAMERA INSTALLATION DETAILS NOT TO SCALE MOUNT CAMERA BRACKET TO LUMINAIRE NOTE: THESE DETAILS ARE INTENDED TO PROVIDE GUIDLEINES FOR THE INSTALLATION OF VIDEO DETECTION CAMERAS ON TRAFFIC SIGNAL POLES ONLY. THESE DETAILS ARE NOT INTENDED TO PROVIDE ANY TRAFFIC SIGNAL POLE DETAILS, SPECIFICATIONS, OR REQUIREMENTS. PLEASE REFER TO THE POLE AND EQUIPMENT SCHEDULES ON SHEET TR-01 AND THE TECHNICAL SPECIFICATIONS FOR THIS PROJECT TO DETERMINE TRAFFIC SIGNAL POLE REQUIREMENTS. Tr -1±5 ruikkr FCC —C, jr A it_ rcIF«Ln. -krC L'NUNCK (IN L Y. THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED 8Y OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE BICORPORA TED HEREIN .15 A RESULT. BKF ENGINEERS RECORD DRAWING CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT- `! E -o v/ THESE PLANS HAVE BEEN CHECK FOR COMPLIANCE WITH SILMLC. SEC. 23.40 AND THE APPLICABLE CONDMONS OF APPROVAL FOR PLANING APPLICATIOtk 9 3 -uL( . ENGBEI NG AND DESIGN REMAINS THE SOLE RESPONSBk1TY OF THE LICENSED CIVL ENGINEER SIGNING THESE PLANS. BY: H DATE: "1/ T, ? f4 f VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. a at. Oa Min sake Bank again. ■alai e■ O .. LONb I KUL I ION ISSUt 1EESSION, G y 3OHN Csc �y yNI y, o` C No. 21552 b Exp. 9/30/01 CIV L Anentrot 1.%.91 M co 0 C O O) CC co up U 0 N N a3\\ 0000 xi- Lai u1� tOCt CD CO a I C CD C CALIFORNIA 0 0 N 0) cn 0•A who 0 � OCL ti'- > _ wZ(5z >OJ8 Q ~ W O N I - 3m4( Ill o QQ WW > 0 0 � LL mwQ Occ IIx U) 0 LJ I— Q Z Cn L_ O F- U N C O N • Dote MAY 1999 SatWeAS NOTED m VI d C e L a Approved AJG Drawing Number DE 01 200F 21 AS BUILT 3-18-2 Or Brian Kangas Faulk LEGEND ABBREVIATIONS �, 2" C, SIC 2" C, MT INSTALL VIDEO DETECTION CAMERA. SEE DETAIL 1 ON SHEET DE -01. 13.5' 06 PPB 2" C, MT 04 PPB 2' 2' C, SIC 2" C, MT 2" C, MT 11' 12' INSTALL VIDEO DETECTION CAMERA. SEE DETAIL 1 ON SHEET DE -01 02 6.5' r /15 A PE 02.&_.04 PPB 3" C., 2#6 (120V, SIGNAL), 4#10 (240V, LIGHTING), 4#12 (120V, IISNS), 4 VDP CABLE (120V, VIDEO) CONTROLS TYPE I I I -AF SERVICE CABINET SEE ES -2C AND ES -2D OF CALTRANS STANDARD PLANS AND PROVIDE ITEMS 1 THRU 8, 15 THRU 17, AND 20 THRU 25 PER SERVICE DIAGRAM. DOOR FACES WEST. 3" C., 2#6 (120V, SIGNAL) 4#10 (240V, LIGHTING) 4#12 (120V, IISNS), 4 VDP CABLE (120V, VIDEO), PARK PLACE 04 6 06 04P 1 1.1' 06 IISNS 01 4 PPB 2" C, MT 02P 2" C, MT 2" C, MT MODEL 2070 CONTROLLER ASSEMBLY IN TYPE 332 CABINET. DOORS SHALL FACE NORTH AND SOUTH. 02 06P 04 2" C, MT-� 06 PPB 02 PPB 06 PP 02 PPB >, 05 9 IISNS 02P PARK PLACE 08 08 _P 05 n 02 02 02P 08 PEU 20 0 10 20 40 80 INSTALL VIDEO DETECTION CAMERA. SEE DETAIL 1 ON SHEET DE -01. SIC 2 C, MT 6 (IN FEET) SARATOGA DRIVE 6 12' 08 06 & 08 2" C,S� 06 PPB 2" C, MT PEU 08 PPB 0 02 PPB T 5.5' 1 INSTALL VIDEO DETECTION CAMERA. SEE DETAIL 1 ON SHEET DE -01.. CONNECT 25 PAIR SIC TO (E) CONTROLLER AT FRANKLIN/SARATOGA 10' 3' PATH CONNECTS - CONCRETE PAD TO BACK OF WALK NO. 5 /PULL BOX • ♦ ♦. 12.5' / / ♦♦ NO. 6 PULL BOX DETAIL A SCALE: 1" = 5' POLE AND EQUIPMENT b STANDARD VEHICLE SIGNAL PEDESTRIAN SIGNAL PEDESTRIAN PUSHBUTTON LUMINAIRE TYPE SIGNAL MAST ARM LUM. ARM MAST ARM MOUNTING POLE MOUNTING MOUNTING ppB 0 ARROW MH SPECIAL REQUIREMENTS ® SPECIAL MASTARM 35° 8' MAS (2) SV-1-T SP -2-T 4 -- 250W INSTALL IISNS "PARK PLACE" INSTALL 1 EYE, 1 CHANNEL "OPTICOM" EMERGENCY VEHICLE PRE-EMPTION DETECTOR ON TRAFFIC SIGNAL MASTARM. SEE POLE DETAIL ON SHEET DE -02. INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE ARM. © SPECIAL 1-8 TV -1-T 6 — USE 10' HOLOPHANE NORTH YOKSHIRE TYPE POLE IN UEU OF CALTRANS STANDARD POLE. FOUNDATION SHALL MATCH CALTRANS 1-8 POLE NON -REINFORCED CIDH FOUNDATION (SEE CALTRANS STANDARD PLANS ES -SA AND ES -6T). © SPECIAL 1-B TP-1-T 6 YUSE OKSHIRE TYPE IN HOLOPHANE EENRTHUEU OF CALTRANS STANDARD POLE. FOUNDATION SHALL MATCH CALTRANS 1-B POLE NON -REINFORCED CIDH FOUNDATION (SEE CALTRANS STANDARD PLANS ES -6A AND ES -6T). OD SPECIAL 1-B TV -1-T SP -1-T 6 -- USE 10' HOLOPHANE NORTH YOKSHIRE TYPE POLE IN UEU OF CALTRANS STANDARD POLE. FOUNDATION SHALL MATCH CALTRANS 1-B POLE NON -REINFORCED CIDH FOUNDATION (SEE CALTRANS STANDARD PLANS ES -6A AND ES -6T). O SPECIAL SL 8' SV-3-T SP -2-T 6 8 -- —"- 250W INSTALL 1 EYE, 1 CHANNEL "OPTICOM" EMERGENCY VEHICLE PRE-EMPTION DETECTOR ON STREET UGHT POLE. SEE POLE DETAIL ON SHEET DE -02. INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE ARM. OF PPBp 8 y INSTALL PEDESTRIAN PUSHBUTTON POST (CALTRANS STANDARD PLAN ES-6AA). © SPECIAL MASTARM 35' 8' MAS (2) SV-1-T SP -2-T 8 -- 250W SEE POLE DA SPECIAL REQUIREMENTS. QH SPECIAL 1-B TV -1-T 2 SEE POLE OB SPECIAL REQUIREMENTS. OI SPECIAL 1-B TP-1-T 2 — SEE POLE © SPECIAL REQUIREMENTS. O SPECIAL 1-B TV -1-T SP -1-T 2 SEE POLE OD SPECIAL REQUIREMENTS. �- KO SPECIAL SL 8' SV-3-T SP -2-T 2 4 -- 250W SEE POLE OE SPECIAL REQUIREMENTS. -- © PPBp 4 INSTALL PEDESTRIAN PUSHBUTTON POST (CALTRANS STANDARD PLAN ES-6AA). CONDUCTOR AND CONDUIT SCHEDULE 12' 11' -� 9.5' ACABLER CONDUCTOR RUN AAAAA /� i`3' �/�3� ,L, AAAA A /.� �3a #14 01 3 02 3 3 3 3 3 6 04 3 3 3 3 3 6 05 3 3 3 3 3 3 3 3 3 3 3 6 06 3 3 3 3 3 3 3 3 08 3 3 3 3 3 3 3 3 3 3 6 02P 2 2 2 2 2 4 04P 2 2 2 2 06P 2 2 2 2 2 2 2 2 08P - 2 2 2 2 2 2 2 2 2 2 2 4 02 PPB 1 1 1 1 1 2 04 PPB 1 1 1 1 06 PPB 1 1 1 1 1 1 1 1 08 PPB 1 1 1 1 1 1 1 1 1 1- 1` 1 2 PPB NEUTRAL 1 1 1 1 1 1 1 1 1 1 1 1 2 SPARES 3 3 3 3 3 3 3 3 3 3 3 3 6 TOTAL NO. 14 19 19 19 22 28 28 34 5 16 19 19 22 56 IISNS 2 2 2 2 2 2 2 4 TOTAL NO. 8 2 2 2 2 2 2 2 4 #10 LUMINAIRES 2 2 2 2 2 2 2 2 2 2 2 4 SIGNAL NEUTRAL 1 1 1 1 1 1 1 1 1 1 1 2 TOTAL NO. 10 3 3 3 3 3 3 3 3 3 3 3 6 VIDEO DETECTION COAX CABLE 1 1 1 1 2 2 3 1 1 1 1 4 VIDEO CAMERA POWER CABLE 1 1 1 1 2 2 3 1 1 1 1 4 EMERGENCY PRE-EMPTION CARL F 1 1 1 1 2 2 3 1 1 1 1 4 SIC SIGNAL INTERCONNECT CABLE 1 1 1 1 2 2 2 CONDUIT SIZE(IN) 2" 2" 2" 3" 3" 3" 3" 2" 2" 2" 2" 3" -32 TRAFFIC SIGNAL FACE WITH BACKPLATE TRAFFIC SIGNAL WITH 12" -SECTION RED, YELLOW AND GREEN LEFT ARROW AND BACKPLATE STANDARD WITH LUMINAIRE AND SIGNAL MAST ARMS AND ATTACHED SIGNALS PEDESTRIAN SIGNAL TRAFFIC SIGNAL CONDUIT TRAFFIC PHASE IDENTIFICATION FOR SIGNAL FACES, DETECTORS AND PHASE DIAGRAMS CONDUIT RUN EQUIPMENT LOCATION CONSTRUCTION NOTE WASHINGTON TYPE LUMINAIRE ESPLANADE TYPE LUMINAIRE PULL BOX (NO. 5 UNLESS OTHERWISE NOTED) TRAFFIC SIGNAL CONTROLLER ASSEMBLY SERVICE EQUIPMENT CABINET 1 EYE, 1 CHANNEL "OPTICOM" EMERGENCY VEHICLE PRE-EMPTION RECEIVER VIDEO DETECTION CAMERA CD 02, 04, 06 O a 4 0 -4 CONSTRUCTION NOTES: Dl El n C 10 IISNS INTERNALLY ILLUMINATED STREET NAME SIGNS MH METAL HALIDE PEU PHOTO ELECTRIC CONTROL UNIT SL STREET LIGHT MT EMPTY CONDUIT WITH PULL ROPE ONLY LOAD MAXIMUM TRAFFIC SIGNALS MAXIMUM STREET LIGHTING MAXIMUM TOTAL LOAD - 3170 WATTS - 1000 WATTS - 4170 WATTS THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. POLES AND PULLBOXES SHOWN SHALL BE LOCATED OUTSIDE OF WHEELCHAIR RAMPS AND IN PUBLIC RIGHT OF WAY. LOCATION OF EQUIPMENT TO BE INSTALLED SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR, OR HIS DESIGNATED REPRESENTATIVE, PRIOR TO INSTALLATION. CONTACT THE CITY OF SAN MATEO ENGINEERING OFFICE AT (650) 522-7300. FOR INSTALLATION OF VIDEO DETECTION EQUIPMENT ON LUMINAIRE ARM SEE SHEET DE -01 OF THESE PLANS AND THE PROJECT TECHNICAL SPECIFICATIONS DATED MARCH 1999. FOR TYPE 332 CONTROLLER FOUNDATION DETAILS, SEE CALTRANS STANDARD PLAN ES -4B. FOR TYPE III -AF SERVICE CABINET FOUNDATION DETAILS, SEE CALTRANS STANDARD PLAN ES -2D. CONSTRUCT CONCRETE ACCESS PAD IN FRONT OF NEW CONTROLLER CABINET PER CALTRANS STANDARD PLAN ES -4B, EXCEPT THAT CONCRETE PAD DIMENSIONS SHALL BE MODIFIED TO MATCH DETAIL A ON SHEET TR-02. FOR PAD AND FOUNDATION ELEVATIONS SEE SHEET LT -02. PG&E POINT OF SERVICE AND SIGNAL INTERCONNECT INFORMATION IS LOCATED IN THE ATTACHED JOINT TRENCH COMPOSITE PLANS PREPARED BY GIACALONE DESIGN, DATED FEBRUARY 11, 1999. ALL TRAFFIC SIGNAL WORK REPRESENTED ON THIS PLAN SHEET SHALL CONFORM TO CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY 1992. INSTALL 1 EYE, 1 CHANNEL "OPTICOM" EMERGENCY VEHICLE PRE-EMPTION RECEIVER. FOR EXACT LOCATION OF SIGNAL INTERCONNECT CONDUITS IN JOINT TRENCH, SEE PLANS BY GIACALONE DESIGN SERVICES. PROPOSED PHASE DIAGRAM 06P a 06 01 01 & 06 06P o---0 06 02 ► 02P 02 & 06 05 J 02 —► 02P 02 & 05 ELERGENCY VEHICLE PREEbP110N PHASE DIAGRAM 05 02 --a- 02 & 05 OR THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. a 06 (01 01 & 06 OR RECORD DRAWING 04 04P1 04 04 04 OR 4 108P 08 08 08 08 CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT: THESE PLANS HAVE BEEN CHECK FOR COMPLIANCE WITH S.MMLC SEC. 29.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANING APPLICATIOIt ' g —V t7 ENGINEERING AND DESIGN REMAINS THE SOLE RESPONSWLITY OF THE LICENSED CIVL ENGNEER SIGPS4G THESE PLANS. BY/ "2 Ner DATE: 7 /z-7 G 4 9 VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. w w ■ w �■ ■� ■ ■ w ��■ w ■ ■ w w ■ ■■� LUINb I NUL I !UN Ibt UC ND co 0 • x wQ orn Q H M in 0 CID (0 w II C) N N O 0000 * W I n I n InLIO(0 41 L. a> C C v 0 • ii CM S L In i 0 a) L N • CALIFORNIA 0 0z + Q via 0< W O N a, a, LL Oti<>_ Z U.1 WOwo OQ 20 CA W ~ Q Q 0 ' O Q Q IL> CC 2ECN >- w V CO 0 O a < se Ixa U) 0 LLI Q Z ,Q >- U N C O vi B, ce O z Date MAY 1999 ScaleAS NOTED C 0, N Rim 0 C a L R Approved AJG N gd S z O Drawing Number TR-02 19 OF 21 AS BUILT 3-18-2 Or Brian Kangas Foulk 6' 6 2-2" C, MT I 11.5' 11' 12' 11' 04PPB & 06PPB PEU _2 C_..MT INSTALL VIDEO DETECTION CAMERA. SEE DETAIL 1 ON II SHEET DE -01. 11' 11' INSTALL VIDEO DETECTION CAMERA. SEE DETAIL 1 ON SHEET DE -01. PEU 04P 2" C MT 3" C., 2#6 (120V, SIGNAL), 4#10 (240V, LIGHTING), 4#12 (120V, IISNS), 4 VDP CABLE (120V, VIDEO) 02PPB & _ 04PP6_..__ CONTROLS TYPE III -AF SERVICE CABINET SEE ES -2C AND ES -2D OF CALTRANS STANDARD PLANS AND PROVIDE ITEMS 1 THRU 8, 15 THRU 17, AND 20 THRU 25 PER SERVICE DIAGRAM. DOOR FACES WEST. 3" C., 2#6 (120V, SIGNAL), 4#10 (240V, LIGHTING), 4#12 (120V, IISNS), 4 VDP CABLE (120V, VIDEO) z Q J 0 co m 16' 1m16' 2'I C, MT 04P 08 X06 IISNS 17.5° 2" C, MT MODEL 2070 CONTROLLER ASSEMBLY IN TYPE 332 CABINET. DOORS SHALL FACE NORTH AND SOUTH. IISNS 17.5' 06PPB & SPPB _ 6 2 C, SIC 2" C, MT 08P 40 20 0 10 20 80 (IN FEET) SARATOGA DRIVE INSTALL VIDEO DETECTION. CAMERA, SEE , ..... :-. SHEEN -01. INSTALL VIDEO DETECTION CAMERA. SEE DETAIL 1 ON SHEET 0E-01. PEU 02PPB & 08PPB 3' PATH CONNECTS CONCRETE PAD TO BACK OF WALK NO. 5 PULL BOX 2" C, SIC 2" C, MT 5 • NO. 6 PULL BOX 12.5' 11' 11' 11' 12' 11' 13.5' DETAIL A SCALE: 1" = 5' POLE AND EQUIPMENT SCHEDULE STANDARD VEHICLE SIGNAL PEDESTRIAN SIGNAL PEDESTRIAN PUSHBUTTON LUMINAIRE TYPE SIGNAL MAST ARM LUM. ARM MAST ARM MOUNTING POLE MOUNTING MOUNTING PPB 0 ARROW TYPE SPECIAL REQUIREMENTS SPECIAL MASTARM 35' MAS SV-2-T SP -2-T 4 6 250W INSTALL IISNS "BABSON LANE" INSTALL 1 EYE, 1 CHANNEL "OP11COM" EMERGENCY VEHICLE PRE-EMPTION DETECTOR ON TRAFFIC SIGNAL MASTARM. SEE POLE DETAIL ON SHEET DE -02. INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE ARM. B SPECIAL SL TV -2-T SP -2-T 2 4 `— �— SEE POLE DETAIL ON SHEET DE -02. INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE ARM. 0 SPECIAL MASTARM 35' MAS SV-2-T SP -2-T 2 8 250W SEE POLE DETAIL ON SHEET DE -02. INSTALL IISNS "BABSON LANE" INSTALL 1 EYE, 1 CHANNEL "OPTICOM" EMERGENCY VEHICLE PRE-EMPTION DETECTOR ON TRAFFIC SIGNAL MASTARM. INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE ARM. O SPECIAL SL TV -2-T SP -2-T 6 8 -.-- SEE DETAIL ON SHEET DE -02. INSTALL 1 EYE, 1 EL "OPTICOM" EMERGENCY VEHICLE PRE-EMP11ON DETECTOR ON TRAFFIC SIGNAL HEAD. INSTAI I, VIDEO nETFCTION CAMERA ON LUMINAIRE ARM. PROPOSED PHASE DIAGRAM 05 01 01 & 05 o---N06P 06 01 01 & 06 OR 05 — —11 02 & 05 o---fl06P • 06 02 —� 02P o- - -fl 02&06 04P 04 4 I b F 1 08 4 08P 04 & 08 CONDUCTOR AM) CONDUIT SCHEDULE AC CABLE CONDUCTOR RUN AA A3 3 3 33 3 3 3 2 4 2 21 11 11 1 2 PPB NEUTRAL 1 1 1 2 2 SPARES 3 3 3 3 3 TOTAL NO. 14 18 25 19 38 38 IISNS 2 2 4 4 TOTAL NO. 8 2 2 4 4 #10 LUMINAIRES 2 2 4 4 SIGNAL NEUTRAL 1 1 1 2 2 TOTAL NO. 10 1 3 3 6 6 VIDEO DETECTION COAX CABLE 2 1 4 4 VIDEO CAMERA POWER CABLE 2 1 4 4 EMERGENCY PRE-EMPTION CABLE 1 2 1 4 4 SIC SIGNAL INTERCONNECT CABLE 1 2 2 2 CONDUIT SIZE(IN) 2" 3" 2" 3" 2-2" EMERGENCY VEHICLE PREEMPTION PHASE DIAGRAM 05 02 --11- 02 & 05 OR 06 01 01 & 06 OR 04 1- 04 LEGEND TRAFFIC SIGNAL FACE WITH BACKPLATE TRAFFIC SIGNAL WITH 12" -SECTION RED, YELLOW AND GREEN LEFT ARROW AND BACKPLATE STANDARD WITH LUMINAIRE AND SIGNAL MAST ARMS AND ATTACHED SIGNALS PEDESTRIAN SIGNAL TRAFFIC SIGNAL CONDUIT TRAFFIC PHASE IDENTIFICATION FOR SIGNAL FACES, DETECTORS AND PHASE DIAGRAMS CONDUIT RUN EQUIPMENT LOCATION CONSTRUCTION NOTE WASHINGTON TYPE LUMINAIRE ESPLANADE TYPE LUMINAIRE PULL BOX (NO. 5 UNLESS OTHERWISE NOTED) TRAFFIC SIGNAL CONTROLLER ASSEMBLY SERVICE EQUIPMENT CABINET 1 EYE, 1 CHANNEL "OPTICOM" EMERGENCY VEHICLE PRE-EMPTION RECEIVER VIDEO DETECTION CAMERA CD 02, 04, 06 0 n 6 -4 a CONSTRUCTION NOTES: 1❑ E1 0 10 ABBREVIATIONS IISNS MH PEU SL MT LOAD INTERNALLY ILLUMINATED STREET NAME SIGNS METAL HALIDE PHOTO ELECTRIC CONTROL UNIT STREET LIGHT EMPTY CONDUIT WITH PULL ROPE ONLY MAXIMUM TRAFFIC SIGNALS - 2360 WATTS MAXIMUM STREET LIGHTING - 500 WATTS MAXIMUM TOTAL LOAD - 2860 WATTS THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. POLES AND PULLBOXES SHOWN SHALL BE LOCATED OUTSIDE OF WHEELCHAIR RAMPS AND IN PUBLIC RIGHT OF WAY. LOCATION OF EQUIPMENT TO BE INSTALLED SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR, OR HIS DESIGNATED REPRESENTATIVE, PRIOR TO INSTALLATION. CONTACT THE CITY OF SAN MATEO ENGINEERING OFFICE AT (650) 522-7300. FOR INSTALLATION OF VIDEO DETECTION EQUIPMENT ON LUMINAIRE ARM SEE SHEET DE -01 OF THESE PLANS AND THE PROJECT TECHNICAL SPECIFICATIONS DATED MARCH 1999. FOR TYPE 332 CONTROLLER FOUNDATION DETAILS, SEE CALTRANS STANDARD PLAN ES -4B. FOR TYPE III -AF SERVICE CABINET FOUNDATION DETAILS, SEE CALATRANS STANDARD PLAN ES -2D. CONSTRUCT CONCRETE ACCESS PAD IN FRONT OF NEW CONTROLLER CABINET PER CALTRANS STANDARD PLAN ES -4B, EXCEPT THAT CONCRETE FAD DIMENSIONS SHALL BE MODIFIED TO MATCH DETAIL A ON SHEET TR-01. FOR PAD AND FOUNDATION ELEVATIONS SEE SHEET LT -01. PG&E POINT OF SERVICE AND SIGNAL INTERCONNECT INFORMATION IS LOCATED IN THE ATTACHED JOINT TRENCH COMPOSITE PLANS PREPARED BY GIACALONE DESIGN, DATED FEBRUARY 11, 1999. ALL TRAFFIC SIGNAL WORK REPRESENTED ON THIS PLAN SHEET SHALL CONFORM TO CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY 1992. INSTALL 1 EYE, 1 CHANNEL "OPTICOM" EMERGENCY VEHICLE PRE-EMPTION RECEIVER. FOR EXACT LOCATION OF SIGNAL INTERCONNECT CONDUITS IN JOINT TRENCH, SEE PLANS BY GIACALONE DESIGN SERVICES. 401116. 1113 BI W \ BWII• B& ! ■ a. . _ GIs. III • RECORD DRAWING THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLB I tNESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPM3dT MINT: 3 THESE PLANS HAVE BEEN CHECKED FOR COWUANCE WITH SILlLC. SEC. 23.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANING APPUCATIOI* 99 -o t' / . ENGINEERING AND DESIGN RBAANS TIE SOLE RESPONSIBLITY OF THE LICENSED CIVL ENGBE$i SIGNING THESE PLANS. BY>/) ce) DATE: 7 %Z? C et? VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. M VO 0 rn wQ � U o rn Q - M M U (O CO w II Q. 04 ODNO CO 0000 Nt W U) U) MOCC(Ocp a x C L a) C C a O_ • U) L 0 a) L (/) • U) L a) a) C a) C w CALIFORNIA 0 Oz Q N J co LO a i— r V Z 0 cn 114 CL ON. <y_ wZF—z W o WOO 0<DO F-- o I OQ Q W a0 mtcw o W «4< Oz I-0 Q �M cc Ico O H Q z Q In LL O f - U C 0 TA ce O z Date MAY 1999 ScaleAS NOTED U C m N w U C a Approved AJG Drawing Number TR-01 18 OF' 21 AS BUILT 3-18-2 Or Brian Kangas Foulk SEE SHEET T-02 FOR ADDITIONAL NOTES, LEGENDS AND ABBREVIATIONS 1. THE PROPOSED JOINT TRENCH SHOWN IS FOR GENERAL LOCATION ONLY. FOR CONSTRUCTION, SEE ATTACHED PLANS, SPECIFICATIONS AND DETAILS BY GIACALONE DESIGN SERVICES, PG&E, PACIFIC BELL AND TCI CABLE. 2. THE PROPOSED PULL BOXES, TRANSFORMERS, CAPACITORS AND STREET LIGHT FACILITIES SHOWN ARE ACCURATE FOR HORIZONTAL LOCATION. LOCATION IS TO THE CENTER OF THE FACILITY. FOR CONSTRUCT10N, SEE ATTACHED PLANS, SPECIFICATIONS AND DETAILS BY GIACALONE DESIGN SERVICES, PG&E, PACIFIC BELL AND TCI CABLE. O JO W LO cn 995\950090tr\dw9\roadray\finai_Ip\4d-1\srl t02.dw9 STME R/W JT 87+00 JT`�I L SARATOGA DRIVE R STUB OUSE STA: "S" 86+99.87 OFFSET: 56.94' R FG: 103.41 1.5' SIDEWALK EASEMENT P U E & LE TSE & LE FUTURE FRANKLIN CAMPUS SITE N OD V) N OD a) N T` co N H STME 88 uu 0 Se f- D R FUTURE USE S LINE EASEMENT CC IS LL wl 8 i SEE DRAWING TR-02 FOR INTERSECTION LIGHTING (TYPE__ 89+00 F SEE GIACALONE PLANS FOR CONTINUATION OF JOINT TRENCH EASEMENT N 90+00 STME 91+00 free NOT To w --- \ \ J C r- I i R/W I STUB FOR' FUTURE USE 0 O irr !n r Li u_ cno Jr 1_5' SIDEWALK EASEMENT :.FUTURE MIXED C USE SITE RECORD DRAWING THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. EKE SNGWEERS HAS NOT VERIPED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT: 9 8 -"I THESE PLANS HAVE BEEN CHECKS) FOR COAPLUNCE WM1 S.M.M.C. SEC. 23.40 AND TIE APPLICABLE CONDITIONS OF APPROVAL FOR PLANING AFFIXATION 9 E -u z/ . ENGINEERING AND DESIGN REMAINS TIE SOLE RESPONSIBILITY OF THE LICENSED CIVL ENGNEER Sta4G THESE PLANS. BY:_7/ c0 .y DATE 7/ 1/?' i i a ocs Q CC m J N >" J < O ui a H ZZ Z F- CC a 7W /UAW UO V / GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) VERIFY SCALES: BAR SHOWN IS ONE INCH 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST W * 1 Q FESSlppq( ,»CS3HN CsN,C No. 21552 C Exp. 9/30/01 CIVIL. / ��y ON ORIGINAL DRAWING SCALES ACCORDINGLY. 17 O 0 rn x wQ o Q ~ M vp U (O (p w II U bE 0 N N co op O 3\\ o 0 O O • Lai (P) In U, (0 (0 • In L` 0 a> L z N • In L a> C C CA LcJ z 0 • J Q O 46 0 I — o° O + +� rnQ O N Z w0> cp) erg az >O28 OQOo cn wQ I � ZQ Qw V) w>a mo= �- z Mar 0 1, Z �Q�y O ,,Y- -7 V / 0 Z < i0 ✓ Q �r z V J 0 >- - U ar m m r Q al 0 0 0 cn d u C a 7 C CI a L. a Approved AJG z s 0 Drawing Number on CONSTRUCTION ISSUE LT -02 17 OF 21 AS BUILT 3-18-2 SEE SHEET T-02 FOR ADDITIONAL NOTES, LEGENDS AND ABBREVIATIONS THE PROPOSED JOINT TRENCH SHOWN IS FOR GENERAL LOCATION ONLY. FOR CONSTRUCTION, SEE ATTACHED PLANS, SPECIFICATIONS AND DETAILS BY GIACALONE DESIGN SERVICES, PG&E, PACIFIC BELL AND TCI CABLE. 2. THE PROPOSED PULL BOXES, TRANSFORMERS, CAPACITORS AND STREET LIGHT FACILITIES SHOWN ARE ACCURATE FOR HORIZONTAL LOCATION. LOCATION IS TO THE CENTER OF THE FACILITY. FOR CONSTRUCTION, SEE ATTACHED PLANS, SPECIFICATIONS AND DETAILS BY GIACALONE DESIGN SERVICES, PG&E, PACIFIC BELL AND TCI CABLE. STUB FOR FUTURE USE 80+00 1.5' SIDEWALK -f EASEMENL _I STUB FOR-' FUTURE USE 81+00 STMEf SARATOGA DRIVE SEE DRAWING TR-01 FOR INTERSECTION LIGHTING (TYP) 82+00 PRIMARY ACCESS SEE GIACALONE PLANS FOR CONTINUATION OF JOINT TRENCH S LINE PUE & LE 84+00 STREET & SIDEWALK EASEMENT— PUE & LE FUTURE FRANKLIN CAMPUS SITE THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED 0Y OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY ANO/OR COMPLETENESS CF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE POR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. RECORD DRAWING m N c0 N co co In C I - In (IN FEET) CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT. THESE PLANS HAVE BEEN CHECKED FOR COMPLIANCE WITH S.M.M.C. SEC. 29.40 Alit TIE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNNG APPLICATION: 5 3-0 . ENGI ESHNG AND DESIGN REMAINS THE SOLE RESPONSIBLJTY OF THE LKENSED CIVL ENGINEER SIGNING THESE PLANS. DATE: 7(-)«) N In co co co co U, In STUB FOR FUTURE USE GRAPHIC SCALE 20 0 10 20 40 VERIFY SCALES: BAR SHOWN IS ONE INCH IF NOT ONE INCH ON THIS SHEET, ADJUST CONSTRUCTION ISSUE © Brian Kangas Foulk ON ORIGINAL DRAWING SCALES ACCORDINGLY. CD 0 a rn x wQ Z 0 > IC ICorn a PO UCDCOO w II 0 O N N fi 0 a 3 \\ 0 0 0 0 co in n ctcoco N L a) C C v 0 • N L 0 a) L 7 (1 _Q z O LL 0J ♦ 0 ID CO 0 0 0o O +♦ T = , N,_ 0) Q I- O N H H corn ■ ai a O N. w Z WZ W Or° 4,(1- 41LD O I ZQ w>a MCC_ o Z cow ET O � ao cc < 0 LU O Q Z, H =z (fin U- O I — U Drawing Number LT 01 16 or 21 Z s 0 AS BUILT 3-18-2 O Brian Kangas Faulk IMMIX r\dwg\roadway\tinsi_Ip\4d—t\ere02.dwg SEE SHEET T-02 FOR ADDITIONAL NOTES, LEGENDS AND ABBREVIATIONS SARATOGA DRIVE SIGN LEGEND BUS STOP SHELTER /1BY OTHERS) FUTURE FRANKLIN CAMPUS SITE R2 (36"X45") "SPEED LIMIT 35" R11 (36"X36") "DO NOT ENTER" R11A (36"X21") "WRONG WAY" *R26 — MODIFIED (12"X18") SEE DETAIL R34 (24"X24") "NO U TURN" (SYMBOLIC) R49 (36"X18") "NO PED CROSSING — USE CROSSWALK" R73-3 (36"X36") "LEFT TURN" (SYMBOLIC) "NO U TURN" R81 (12"x8") "BIKE LANE" (SYMBOLIC) G77 (48"X54") "US 101 SOUTH (LEFT ARROW) NORTH (VERTICAL UP ARROW)" NOTES: 1. TRAFFIC SIGNS SHALL CONFORM TO CHAPTER 4 OF THE CALTRANS TRAFFIC MANUAL DATED MARCH 1988. 2. TRAFFIC SIGN FOUNDATIONS SHALL CONFORM TO DETAIL 5 ON SHEET CD -02. NO STOPPING STANDING PARKING TIME *R26 -MODIFIED NTS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CDT) STANDARD DETAIL REFERENCES DETAIL NO. & SHEET NO. DETAIL 9 DETAIL 38 DETAIL 39 DETAIL 40A —MODIFIED A20A A2OD A2OD A20B DESCRIPTION LANE LINES — MULTILANE HIGHWAYS CHANNELIZING LINE BIKE LANE LINE YELLOW (TYPE AY) NON —REFLECTIVE MARKERS DETAIL K-1 A73A OBJECT MARKER U Q .. CL D CC LL a 1-20 —1 p r — cc Q'� ao CG= W = Z J END DETAIL 39 \BEGIN DETAIL STA 87+98 STA 88+50 N' I TAI • END DETAIL STA 87+98 STA 88+97 K-1 OBJECT MARKER AND R34 S LINES } • R34 DETAIL 40 END DETAIL 38 —MODIFIED • STA 87+98 - 20' — -- BARRICADE PLACE (FUTURE) se cc Q a r-- 20' ---- I BEGIN DETAIL 39 STA 89+47 BEGIN DETAIL 9 STA 89+47 BEGIN DETAIL 38 STA 89+47 BEGIN DETAIL 9 STA 86+47 BEGIN DETAIL 39 STA 86+47 R11A R34 20' PAVEMENT MARKING LEGEND C 35 BIKE LANE SYMBOL AND BIKE LANE ARROW TYPE III (L) ARROW (TYPICAL) 12" WHITE (TYPICAL) BLUE REFLECTIVE PAVEMENT MARKER (BPM) NUMERAL MARKING NOTE: 1. PAINT ALL MEDIAN NOSES WHITE. 2. ALL PAVEMENT MARKINGS AND STRIPING SHALL BE THERMOPLASTIC. FUTURE MIXED USE SITE art. END DETAIL 39 1 M CONFORM TO EXISTING nEND DETAIL 9 12' CONFORM TO EXISTING C.a..2) END DETAIL 9 11 tin CONFORM TO EXISTING CTh END DETAIL 39 11 CSn CONFORM TO EXISTING THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J. R.C.E. #2155 DATE RECORD DRAWING CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT- 78 —II ''J THESE PLANS HAVE BEEN CHECKED FOR COMPLIANCE WITH SMM.C. SEC. 29.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANING APPLICATIONS `f S "O 2j . ENGNEERNG AND DEMON REMAINS TIE SOLE RESPONSBLITY OF TIE LICENSED CIVL ENGINEER SIGNING THESE PLANS. BY: DATE: 7fri-?l 7-7 >w cc 0Q J Qa a• O� ~ J C m cn N >- 3 = mw a0 Z~ Z se O ZF'" QCC w LL Z wZ ua UO CA GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE M t0 O a) 07 Q D U O O 8') Q jC M 5 t t0 U O N N EE 0 00 00 3\\ O 0 O O .4- win In X W V1 L U) C C v • • En co D C C LU z 0 w 0 U) 0 a > - m 0 0 0) 0 0 0) z 0 H I- U) I cc a 0 F- IIX CA Q z 0 J 0 0 0 a) 0 0 to co I- N N O ~ Z a 8 0 Q O cc Q N a -J a 0 a I— N z Q • P, ui Q 0 0 Ct o) 0 v e U N C co N a, a C 0 t A 0 a d 0 a. C z s 0 Drawing Number S-02 15 OF 21 AS BUILT 3-18-2 O Brian Kangas Faulk SEE SHEET T-02 FOR ADDITIONAL NOTES, LEGENDS AND ABBREVIATIONS R26 -MODIFIED 00 END DETAIL 39/ 79+75 _ cc r U. >- w >- Q 50' DETAIL 21 RIGHT TURN IN/ RIGHT TURN OUT 16' 16' 10' 7'-6" DECORATIVE POLE 80+00 SEE SHEET DE -01 11.5' R81 R26 -MODIFIED R2 5 BEGIN DETAIL 39 r 11' re, STA 80+57 reit /12' 81 +00 END DETAIL 39/ STA 81+81 END DETAIL 9 / cc I- LL Z Q J Z 0 cn 16' 50' DETAIL 21 f 16' 10'TYP BEGIN DETAIL 38 STA 81+81 82+00 STA 82+54 73 -3 K-1 OBJECT MARKER AND R34 END DETAIL 38 R STA 81+81 T 0+96 BPM BEGIN DETAIL 38 STA 80+16 11' STA 81+49 / SIA 81+57 11' / 11' ----vim`; 5 BPM R34 END DETAIL 9 STA 81 +81 END DETAIL 39, STA 81+81 liR26-MODIFIED 'R2 5.5' R26 -MODIFIED 5 SIGN LEGEND R1 (30"X30") "STOP" R2 (36"X45") "SPEED LIMIT" "35" R10 (36"X12") "ONE WAY" *R26 - MODIFIED (12"X18") SEE DETAIL R34 (24"X24") "NO U TURN" (SYMBOLIC) R73-3 (36"X36") "LEFT TURN" (SYMBOLIC) "NO U TURN" R81 (12"X8") "BIKE LANE" (SYMBOLIC) "SARATOGA DR." A IISNS "BABSON LANE" B "WAYNE WY." J NOTES: 1. TRAFFIC SIGNS SHALL CONFORM TO CHAPTER 4 OF THE CALTRANS TRAFFIC MANUAL DATED MARCH 1988. 2. TRAFFIC SIGN FOUNDATIONS SHALL CONFORM TO DETAIL 5 ON SHEET CD -02. 3. SIGNS A AND J ARE STREET NAME SIGNS AND SHALL CONFORM TO SAN MATEO COUNTY STANDARD PLAN D-8. SARATOGA DRIVE STOPPING STANDING PARKING TIME *R26 MODIFIED NTS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CDT) STANDARD DETAIL REFERENCES DETAIL NO. & SHEET NO. DETAIL 9 DETAIL 21 DETAIL 38 DETAIL 39 A20A A20A A2OD A2OD DETAIL K-1 A73A DESCRIPTION LANE LINES - MULTILANE HIGHWAYS NO PASSING ZONES - TWO DIRECTIONS CHANNEL ZINC LINE BIKE LANE LINE OBJECT MARKER 73-3 5 R26 -MODIFIED NBEGIN DETAIL 39 STA 82+54 BEGIN DETAIL 9 STA 82+54 83+00 S LINE STA 82+92 R34 FUTURE RESIDENTIAL SITE -�- 11' STA 83+85 / BPM 84+00� BEGIN DETAIL 9 f STA 82+55 BEGIN DETAIL 39 ,STA 82+55 7.--- R26-MODIFIED 17.5' 17,5' PRI ARY ACS SS 50' DETAIL 21 t FUTURE FRANKLIN CAMPUS SITE PAVEMENT MARKING LEGEND • su 35 BIKE LANE SYMBOL AND BIKE LANE ARROW TYPE III (L) ARROW (TYPICAL) 12" WHITE (TYPICAL) BLUE REFLECTIVE PAVEMENT MARKER (BPM) STOP WORD MARKING NUMERAL MARKING NOTES: 1. PAINT ALL MEDIAN NOSES WHITE. 2. 10' DIMENSION FOR CROSSWALK IS FROM INSIDE EDGE TO INSIDE EDGE. 3. ALL PAVEMENT MARKINGS AND STRIPING SHALL BE THERMOPLASTIC. 12' 11' 3.5' 5 END DETAIL 38 STA 84+04 STA 84+70 BPM R26 -MODIFIED I BUS STOP SIGN (BY OTHERS) BUS STOP SHELTER (BY OTHERS) THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERSHED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY d. . T VJE . DATE R.C.E. #2155 RECORD DRAWING CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT. %1. THESE PLANS HAVE BEEN CFECI® FOR COIPUANCE WITH S.MMC. SEC. 23.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNING APPLICATIONS 'tads/ ENGINEERING AND DESIGN REMAINS THE SOLE RESPONSBLITY OF TIE LICENSE) CIVL ENGINEER SIG NG TFESE PLANS. BY Th 9 ` a,/ DATE ?/LT C �9 R26 -MODIFIED 85+00 0 U) cog' art 0° to w a W ::14 Z� J Q GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1 PO IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE co c0 0 rn wQ Do +4J 00) Q � nn co co II U 00 N N a com 3 \\ 0 0 O O w Lt) i U) 117Or(JD 0 a X C LL. In L a) C C v a_ • In L 0 a) L • In L a) a) C a) C w 0 0 N a) 0 Is - w0 a ti O wZ w • 2 Q in O D Q w w> MCC >- o Q Q ma 0 Ct Q Q U) 0 a v d U N a IA a A I C a m 0 CI CL Q z s O Drawing Number S-01 14 OF 21 AS BUILT 3-18-2 SEE SHEET T-02 FOR ADDITFONAL ! --- NOTES, LEGENDS AND ABBREVIATIONS UTLITY NOTES: THE PROPOSED WATER LINE AND ASSOCIATED FACILITIES SHOWN ON PLAN AND PROFILE SHEETS UT -01 AND UT -02 ARE FOR REFERENCE ONLY UNLESS OTHERWISE NOTED. FOR CONSTRUCTION OF WATER FACILITIES, SEE ATTACHED PLANS, DETAILS AND N, SPECIFICATIONS BY CALIFORNIA WATER SERVICE COMPANY.- ' THE PROPOSED JOINT TRENCH SHOWN ON PLAN AND PROF SHEETS UT -01 AND UT -02 ARE FOR REFERENCE ONLY UNLESS OTHERWISE NOTED. FOR CONSTRUCTION OF JOINT TRENCH, SEE ATTACHED PLANS, DETAILS AND SPECIFICATIONS BY GIACALONE DESIGN SERVICES. THE EXISTING CURB INLET C STMTOwT87+57....OF.FSET=4b6' WAS SURVEYED ON 5/5/9T -EXISTING TOP OF CURB WAS SURVEYED AT ELEVATION 102.95. CORRECT --TAP- OF CURB --.-- ELEVATION SHOULD BE 102.54: _ M 0 r 0o is Q n isIsm V) WR =W WIZ W J t NV Qc 105 100 95 90 85 85+00 en Q.) K\ ,STUB FOR FUTURE USE STA: "S" 87+86.54 OFFSET: 54.64-1----L- 95.77 12" .s' SD R) L=14.0' S=0.00,5„ JCCNen c CC aCC ADJUST (E) INLET TO (P) TC ELEVATION 102.54, SEE UTILITY NOTES L=37' S=0.005 CONNEC S S N "rI STME R /W' SAfATOGA DRIVE EVCS: 85+90 2 707 EVCE: 104.15 1.5 SIDEWALK EASEMENT 87+2 42.5' R PUE & LE ---IL TSE & LE FUTURE FRANKLIN CAMPUS SITE -HDPE S1U OR FUJURt USE ST S" +13.16 x5.55' L 91 OFFSET: O IJ- a. cc CONNECT SD TO (E) C STA: "S" 88+60.71 OFFSET: 43.20' R INV = 95.80 _ STUB FOR FUTURE USE &74.71.00 52.9' R ST "S" 88+60.71 2_" WATER SERVICE CONN ..G ' FOR IRRIGATION METER O ET: 57.20' R (SEE LANDSCAPE PLANS) INV = 95.87 (P) JOINT IRS ?CH CROSSING CONFUCT W H (E) 12" WATERUNE AND 4r SD TO BE RESOLVED IN ELD WITH --APPROVAL-OF : `� a SCHEMATIC' 12" WATER LINE PROFILE (SEE PLANS BY CALWAI`ER) • 86+00 n 87+00 ASEMENT -STUB-FOR FUTURE USE STA: "S" 89+32.27 TOT SF ET: 64.45' Li INV = 98.79 STME f1.,129);-/-27%...":641 4,60. 0 L=37' 0.005 :faR MEOW NOT TO KALE FUTURE MIXED USE SITE, '+ -#YDRANT€' 000 4;0.5 CON CT TA: I"S" 89, 8.21 FFSET: 38. �L INV = 98.60 90+00 91+00 CONNECT SD TO (E) CO STA: "S" 89+58.21 OFFSET: 43.20' R INV = 95.90 CONNECT SD TO (E) CB STA: "S" 91+05.41 OFFSET: 43.20' R 8" HDPE SD L=14.0' S=0.005 FOR TRENCH DRAIN DETAILS AT PARK PLACE INTERSECTIONS, SEE SHEET CD -05. 100.00' V LOW POINT ELEV = 102.7 A.D. = 1.10 LOW POINT' STA = 88+44. .5.... ... ..: ..K = 9091 PVI STA = 88+40 PVI.....EI:EV =:....10.2..'55......-_ C 112" A. LINE PROFILE ( -E Pl. .... ..... . .. . . 11 H 1A1 . ILI1....... II II II EMENT STUB FOR FUTURE USE STA: "S" 89+58.21 OFFSET: 57.20' R INV = 95.97 EVCE:j 102.90 88+00 8" HDPE SD L=14.0' S=0.005 20 15"...SD. I ...... ..... .. .. . . 59.4 LF (L) 5 STME s GRAPHIC a 20 1.5' SIDEWALK EASEMENT STUB FOR FUTURE USE STA: "S" 91+05.41 OFFSET: 57.20' Ik Ni SCALE INV = 96.07 40 80 S....= 0.00 .2 LF (R (IN FEET) AN -(P)-. ROADWAY` PROFILE GRADE 0 R/W 8" HDPE SD L=14.0' S=0.005 (P) JOINT TRENCH pROSSING CONFLICT WITH 1(E) 12• WATERLINE TO BE RESOLVED IN FIELD MATH APPROVAL OF' ENGINEER TMS RECORD DOC HAS Il i PREPARED BASED .N INFORMATION PROVIDED BY OTHERS EKE ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS PR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF EN( NEERS C.E #21 RECORD DRAWING 89+00 DATE: /u / 6l 4 ? 90+00 >0 oa -J Q Q J m CC (a No u) Q J mu; a0 Z~ -z �0 <0 cc w LLZ wZ wV (P) JOINT TRENCH LATERAL (TYP).... 2 �.a 78:61 O.Q000)8 VERIFY SCALES: BAR 91+00 ONE INCH ON T O.1. 0 105 100 95 90 TOWN: IS ONE INCH ON ORIGINAL DRAWING. 0 1 IS SHEET, ADJUST SCALE ACCORDINGLY. 85 ,99 .40'1 92+00 M Co a) O> LMI < 0 U QOM w O 0 N N 0 03 03 0000 0 CC OD t0 a • • 0 N a) O I- I - W O a O N. -J wZ > 0 o ~ N O � • w LJJ > J_ 0o LL r « a. mz Q ct N 0 U 0 0 N 0) 0 0 fain H W Qz a 0 O 0 CC • Q Q viz IC,,) O Z a 0 a Drawing Number UT -02 13 or 21 AS BUILT 0 M0 0 � cn O 0) Q, cc Zw O z U J �I- 105 SEE SHEET T-02 FOR ADDITIONAL NOTES, LEGENDS AND ABBREVIATIONS UTLITY NOTES: THE PROPOSED WATER LINE AND ASSOCIATED FACILITIES SHOWN ON PLAN AND PROFILE SHEETS UT -01 AND UT -02 ARE FOR REFERENCE ONLY UNLESS OTHERWISE NOTED. FOR CONSTRUCTION OF WATER FACILI'CTES, SEE ATTACHED PLANS, DETAILS AND SPECIFICATIONS BY, CALIFORNIA WATER SERVICE COMPANY. THE PROPOSED JQNT TRENCH SHOWN ON PLAN AND PROFILE SHEETS UT -01 AND UT -02 ARE FOR REFERENCE ONLY UNLESS OTHERWISE \NOTED. FOR CONSTRUCTION OF JOINT TRENCH, SEE ATTACHED PLANS, DETAILS AND SPECIFICATIONS BY GIACALONE DEIGN SERVICES. SEE SHEET CD -01 FOR TRENCH DRAIN DETAILS. ' END TRENCH DRAIN STA: "S" 79+73.23 SDCB LOW POINT OFFSET: 28.43' L RIM 100.97 INV IN 98.24 INV OUT 94.54 STUB FOR FUTURE USE STA: "S" 79+73.23 OFFSET: 50' L INV 94.80 R/W 15" HDPE SD L=20.3' INV 98.60 INV 98.40 TRENCH DRAIN :.SDCB LOW POINT STA "S" 79+73.23, 40>93) RIM 1'00.73 IN IN`98.03 INV IN 98.03; INV OUT 94.79 . S=0.008 S TOP OF LEFT SIDE 100 95 2 90 85 79+00 o in STME AY BEGIN TRENCH DRAIN LOW POINT STA: "S" 79+75.23 OFFSET: 28.39' L INV = 99.0 STUB FOR FUTURE USE STA: "S" 80+59.23 OFFSET: 43.20' L INV = 95.17 J in cto re+ to �0° w wQ u- u) o 1 DPND L=14.0' S=0.005 1.5' SIDEWALK R/W - - - 9aCMELIL_ - STME SARATOGA DRIVE L ._STUB FOR TURE USE END TRENCH STA: 'S"� 73:23 -•-_....___..HIGH PCB OFFSET: 56.20' R STA: "S ;)--- 0.4.00:130------ _.__ INV = 95.17 OFFSET: 40.93' R � "" INV = 98.16 7--R/W LOW POINT ELEV = 101.67 LOW POINT A = 79+50 PVI : STA 80+00 -PM ELEV = 101.67 A.D. = 0.51 K =... 194.24 100.0b' VC TOP OF TR.EN.0 80+00 TOP OF RIGHT SIDE TRENCH DR LAIN• TSE FU OE FRANKLIN AMPUS SITE (P) JOINT TRENCH LATERAL -(T'YP) & LE J JOINT TRENCH OSSING CONFLICT WITH 42 SD TD BE ESOLVED IN FIELD WITH APPROVAL OF ENGINEER 81+ 00 cc 0 to rci t I - w w U- 0 STME 82+00 - CONNECT SD TO (E) CB STA: "S" 82+61.23 OFFSET: 29.20' L INV = 95.30 STA: "S" 82+63.74 OFFSET: 42.52' R -tat STUB FOR FUTURE USE STA: "S" 82+45.29 OFFSET: 69.91' R fTh Li- SD 8" HDPE SD L=14.0' S=0.005 __-~ST1dS....EOR. rB_ STA: " .2 OFFSE.TVS5.45' INV 95.37 82+00 STUB FOR FUTURE USE STA: "S" 82+61.23 OFFSET: 43.20' L INV = 95.37 12" HDPE SD L=14.0' S=0.005 S LINE PUE & LE �STME GRAPHIC 0 10 20 (IN FEET) I- z� aa) 0+ 2 CO w`11- er L(7) 0 1) F- U- 0 FUTURE RE -SOS -TA -it -- E `_- CONNECT CONNECT SD TO (E) MH STA: "S" 85+18.34 OFFSET: 26.15' L INV = 95.50 84+00 STUB FOR FUTURE USE STA: "S" 85+17.97 OFFSET: 46.15' L INV = 95.60 CONNECT SD TO (E) MH STA: "S" 85+18.39 OFFSET: 19.30' L INV = 95.50_R�W STREET & SIDEWA-"E'A'SEELNT- PUE & LE 80 P JOINT TRENCH CROSSING CONFUCIT WITH (E�) 42" SCI TO SE....RESOLVED ....IN° Fat ... WITH SCHEMATIC 12" WATER `; == 0.Ec 008 APPROVAL OF ENGINEER LINE PROFILE (SEE PLANS...... ... . ... BY CALWATER) 297.82 THIS RECORb DOCUMENT HAS BEEN PREPARED BASED ON I'IFORMATKdN PROVIDED BY OTHERS. BKF EINGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESIB.T. BKF ENGINEERS ANTHONY J. ""' Ett /215 K taut* Exp. 9/D,/01 .4 .114. RECQRD DRAWING 83+00 CLUE ".. HDPE SD i L .5L /L\i J FOR FUTURE USE STA: "S" 85+18.21 OFFSET: 55.20' R INV = 95.88 CrrY OP SAM MAT o DIPT. t P PtO :IG WORKS RELEASED FOR CONSTRUCTION . DEVEL,OPIAINT a1M1 1 PIANt Wal a"aickso von co u aux :. .. . . await MI& :MIAD MO iEM. APPUCAILE c tC oNS OF AE►Fli'l/AL Pout RAlPMM APPUCA110N 7j3 ti'=/ . • ElNa1iBI lG AM DESIGNlMt1AIS 711sa4 ecatarif OF TEE UCB4SW CIVL Eta MOIi1G TON PLANO. fJ -5, D The ( 0 NY: 77 84+00 f 100.00' VC !HIGH PT.. ELEV.= 104.31 HIGH PT STA = 85+36.181 PVI STA = 8.6+40 ' PM ELEV = 104.45 . A.DL = -1.11 K. _. 89.70 f t0] _/ to cooly gst e W2 =W ( o I� VERIFY 5C IBS:• B 105 100 95 90 SHOWN IS ONE INCH ON ORIGINAL DRAWING. Z. 0 1" IF NOT ONE INCH ON 'T IS SHEET, :ADJUST SCALES ACCORDINGLY. , 85+00 X85 86+00 0 0 � x Z 0 ro QO 0(Mo w 0 04 04 FE 0 co co a. 0 \\ 0000 a w to to to QD co rn L m C C 0 0 Q 0 0 0 in 00 4. 0 N 0 0) 0) O~ I ~ IH Z0W � 4. O!O a 0) w 01`>_>- W Z pz >0<0 eir- 00 3 m CC; pI a awl&D cw> c Fc as ma 0 I- Q cc Q I) J U- 0 CC a z a z a It' z Q 0 H- 0 z Si Drawing Number UT -01 12 or 21 AS BUILT 3-18-2 w DECORATIVE CROSSWALK (12') WITH 1' CONCRETE SEE DETAIL AT RIGHT 2 A SEE ALSO BEGIN 15" CMP CONNECT TO (E) CB STA 87+88.54 OFFSET 38.99' R INV = 99.7 AC PAVEMENT SECTION CLASS A CONCRETE °TYPICAL TRENCH DRAIN SECTION NTS W a Q -J a Cr a GRATE HEIGHT VARIES (9" MINIMUM) ST RIM [NM S LINE T'ENCH � 88+47.66, 38.19' = 102.03 END TRENCH AIN STA 88+40.81 Yr< 41.74' R RIM = 101.96 INV = 100.0 FUTURE FRANKLIN CAMPUS SITE TR EN. {a .: 15" C STA 88+97.34, 38 RIM = 102.18 INV = 100.2 w 0' L END TR1 CH DRAIN STA 89+35.73, 42.00' R RIM = 102.29 INV = 99.9 BEGIN TRENCH DRAIN WITH 15" CMP STA 89+05.10, 42.00' R RIM = 102.14 INV = 100.1 GALVANIZED HEEL GUARD COVER PLATE WITH 1/4" HOLES 1-3/4" EXTEND COVER PLATE BEYOND GRATE - CONTRACTOR MAY NEED TO CUT TOP OF RIM 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15" 0 CMP NOTE; STA 89+35.73, 3 RIM = 102.37 N�V = 100.0 HEEL GUARD COVER PLATE IS TO BE USED ON SLOTTED DRAIN AT THE PARK PLACE AND WAYNE WAY INTERSECTIONS. 2 l TYPICAL HEEL GUARD SECTION NTS KNi6\'‘ I1 L CONNECT TO (E) CB STA 89+56.71, 37.00' L 9 A SPOT WELD (EVERY 5') 90+00 END 15" CMP CONNECT TO (E) CB STA 89+56.21, 41.00' R INV = 99.8 #N GRAPHIC SCALE 10 0 5 10 20 40 (IN FEET) THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPL I&NESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS RECORD DRAWING CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT. 95'`".t.-/ THESE PLANS HAVE BEEN O EC103) FOR COAPUANCE WITH BANC. SEC. 23.40 AND TIE APPLICABLE CONDRIONS OF APPROVAL FOR PLAMNNG APPLICATION 2 ' —"'t-/ ENGieP4G AND DESIGN REMAINS THE SOLE RESPONSWTY OF THE LICF9MSED CIVL ENGNEER SIGNING TIESE PLANS. e j� rei479 DATE: /`''f VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE M co 0 0) W < U QU CO M COO is/ I S2omcq CD CD s* w IL) U) u)CrCO UD X lL In L m C C a a In L a, m C 0) C ICI CALIFORNIA 0 0U) CAW Ow OO d W OtiQ)_ F- LU Z Qz WO0o I— CC CA I— F- 0 ' <z e, 11J � � Z X00 V m0� OP- I- < Et cQ CITY OF SAN M ATEO • 0 N v ce Z Date OCT 1999 ScaleAS NOTED Design JCM/BC Drawn JCM/BC Approved AJG Drawing Number CD -05 11A °F 21 AS BUILT 3-18-2 © Brian Kangas Foulk ASPHALT CONCRETE 560-C-3250 GRADE RING DETAIL i C) NOTES: 1. REGISTERED ENGINEER OR LAND SURVEYOR NO. AND YEAR SHALL BE 3/16" MIN STAMP ON PLATE. 2, MONUMENT MARK SHALL BE A 1/8" DIA DRILLED HOLE OR WELL DEFINED PUNCH MARK AND CROSS PLACED WITHIN THE CLEAR CENTER AREA OF THE PLATE. A( r a 4. 4 4. G ° a 2' 0" SET BRASS PLATE IN FRESH CONCRETE FINISHED GRADE 7 OF SAN L.S. NO. 0 1980 TOP OF SIDEWALK OR PAVEMENT FORM WITH 3/32" WAX IMPREGNATED PAPER OR SHEET METAL WHICH MAY BE LEFT IN PLACE POUR AGAINST UNDISTURBED EARTH IN DRILLED HOLE NO. 4 REBAR 2' LONG CONCRETE 560-C-3250 z 6" DIA N 2'-0" MIN INTO UNDISTURBED EAR (Th STANDARD MONUMENT NTS io 1/8" 1/2" I M 12" /4" S N) 0) 10 1/2" o 9 7/8" 9 1/2" 1 8" 10 1/8" 6" 3" --{ 1/2" —�F- 3/8" 1/8" - � y f 3/8" 1_!/V STANDARD CAST IRON MONUMENT 1M FRAME, COVER, AND RISER RING / NTS CD aJzta- WIDTH VARIES, SEE PLANS 18" LIME TREATED SUBGRADE PREPARE SUBGRADE WITH SOIL SULFUR AS RECOMMENDED BY SOILS LAB RECOMMENDATIONS (SPECIFICATIONS SECTION 02830, PART 2.01A) CONCRETE STRIPS, SEE LANDSCAPE PLANS FOR DETAILS SEE LANDSCAPE PLANS PLANTING AND TOPSOIL FOR MEDIAN SPECIFICATIONS • MIN. BOTTOM OF AGGREGATE BASE EXCAVATE LIME TREATED SOIL WITHIN HATCHED AREA. REPLACE WITH TOPSOIL PER LANDSCAPE SPECIFICATIONS. A.C. SEE PLANS FOR PAVEMENT SECTION LIME TREATED SOIL EXCAVATION AT CENTER MEDIANS NTS SLOPE NORMAL GUTTER 1" PER. FT. 5' TRANSITION FROM 1" PER FOOT TO 1/2" PER FOOT SLOPE GUTTER 1/2" PER. FT. PROJECTED CURB LINE 5' TRANSITION FROM 1" PER FOOT TO 1/2" PER FOOT CONC. GUTTER CONC. SIDEWALK EXPANSION JOINT DUMMY JOINT A ASPHALTIC CONCRETE PAVEMENT PLAN STANDARD CONCRETE VALLEY GUTTER NTS DUMMY JOINT SLOPE VARIES CONCRETE 520-C-2500 NOTE: 1. WARP PAVEMENT TO MEET VALLEY GUTTER. 2. FLOW LINE OF GUTTER SHALL BE MAINTAINED - NOT THE LIP OF GUTTER. /-PROJECTED CURB LINE WIDTH OF GUTTER SLOPE 1/2" PER. FOOT a • 3. DETAIL CONFORMS TO THE MINIMUM REQUIREMENTS SHOWN ON SAN MATEO CITY STANDARDS DETAIL 3-1-146. 4. USE 1/2" WIDE EXPANSION JOINTS AT EACH END OF DRIVEWAYS OR AS DIRECTED BY THE CITY. 5. SET CONTRACTION JOINTS 1" DEEP, 1/2" WIDE AT 20' CENTERS. 6. CONCRETE SHALL CONTAIN 1 LB. OR 1 PT. OF LAMP BLACK PER C.Y. #4 BARS ® 18" O.C. EACH WAY SECTION A —A YJ THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J. .-%' WE DATE R.C.E. #2155 RECORD DRAWING CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT. "t 8-44-1 THESE PLANS HAVE BEEN CIECI00 FOR COMPLIANCE WRH SJLIILC. SEC. 29.40 Me TIE APPLICABLE COMMONS OF APPROVAL FOR PLANNING APPLICATION: ;' $ - v'`-( . ENG/NEE1NG APO DESIQN REYAI4S THE SOLE RESPONSIBILITY OF THE LICENSED CIVL ENGNIEt SIGPNG THESE PLANS. BY: DATE /J / (4/ (4) VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE M CO 0 wQ 0o) o Q - N) N) w II U 0O N N OD CO CD NJ- Nt O 0 O 0 tWIOIO U, 11 CO Iv a (0 L O C C 0 a- KaMRS • Surveyors • (a L N Gt 0) C w CALIFORNIA 0 0 O) W ow H~ 0 WDa W Q Z w- O0 o N Sr; o 1-Q 40U aim u Z >- o 0 coo Er; 0'- c N 0 Q 0 F -- 0 >-- a z cn m >- 0 0 u to m m N q m O A C) a cu a a Q z s 0 Drawing Number CD -04 11 OF 21 AS BUILT 3-18-2 0 Brian Kangas Faulk rn c0 cn cr w a D U U O OI CO CO 1-dw II C-) 00 N N a o \\ O 0 O o Lino to I I) (O ED a 0 0 1• a. 0 c 0 a Cc 0 0 0 O A n co c Z G W g 0110_ LIMIT OF 6 SECTION WiTFF GEOGRID (240 SF) A 1 oo N� 5 GRAPHIC SCALE 0 2.5 5 10 20 .... 1 ti OAK TREE R=10'± TOP OF BANK MATCH 19TH AVENUE DRAINAGE CHANNEL 5' MIN. 8' 4' MIN CITY OF SAN MATEO RESIDENTIAL PROPERTY (E) OAK TREE EXISTING GROUND MATCH EXISTING SLOPE R/W (E) FENCE MATCH EXISTING GROUND r-1 IOO (E) PACIFIC BELL LLIZ?J TELEPHONE DUCT CONTRACTOR TO VERIFY EXACT LOCATION RESIDENCE CROSS SECTION A -A N.T.S. ORIGINAL GROUND 1" 1 1//2„ CLASS 2 AB 4 1/2"-5" CLASS 2 AB N SECOND LAYER FORTRAC 55/30 GEOGRID (ROTATED 90° FROM THE FIRST LAYER OR AS RECOMMENDED BY THE GEOTECHNICAL CONSULTANT) SECTION B -B N.T.S. FIRST LAYER FORTRAC 55/30 GEOGRID III--III'-11 THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED SY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J. R.C.E. #2155 RECORD DRAWING CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT- ye'" IS THESE PLANS HAVE BEEN CIECK® FOR COASUANCE WITH S.M.M.C. SEC. 23.40 AND TIE APPLICABLE COICDmONs OF APPROVAL FOR PLANNING APPLICATION 28 —4/='l . ENGNEERNG AND DESIGN REMAINS TIE SOLE RESPONSIBILITY OF TIE UCBJSED CIvi. ENGIMEIER SIGNING THESE PLANS. BY:77 °‘"? 0_'d DATE: 9 /10 / g g VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE In i N C C v 0 e • In L C C W 0 L- 0 —1 <0 0 W V Z 0z O il Z N ;E- C" O J Z UI W 0Z SOU a O &• W- J Q LLIZ z > OZo 0 00 24; 0 • I >Q <WQU) W > Mm >- • Q ma 0 I-- C/) II— O Di- < Z z >- 0 F- 0 0 z Date MAY 1999 ScaleAS NOTED U m a N w C a d A Approved AJG Drawing Number CD -03A 10AnF 21 AS BUILT 3-18-2 I Q w z 2 U F- ELEV. 100. P.. 19TH AVENUE DRAINAGE CHANNEL TOP OF BANK 5 MIN. 10 TOP OF BOX TOBE6 HER THAN MATCH EXISTING GRADE MATCH EXISTING SLOPE DETAIL A LEV. 101.80-,., _ — TOP OF BANK K CITY OF SAN MATEO ELEV, 101:k PACIFIC BELL RESIDENTIAL PROPERTY R/W (E) FENCE 5.00' AND VARIES "x8" REDWOOD HEADER (BOTH SIDES) (E) PACIFIC BELL TELEPHONE DUCT CONTRACTOR TO VERIFY EXACT LOCATION TYPICAL CROSS SECTION N.T.S. SOUNDWALL (SEE CONTRACTy48-3 (E) SOUNOWALL (SEE CONTRACT 48 .2) GRAPHIC SCALE 20 0 10 20 40 (IN FEET) PACIFIC BELL TOP OF BANK MAINTENANCE RO D 19TH AVENUE DRAINAGE CHANNEL ,MAINTENANCE ROAD N 08'28'54" 10.00' 5 R/W 1 0 O R=499.69' 2 L=10:.88 A=01'14 53" E 7-R=489.69' L=10.67' A=01'14'53" R=190.00' L=39.35' A=_11 51 "58" R= 200 OO' _ .. .. t_ 43:42 _.. 46.=-1r-51158" "S" STA 61+40.82 OFFSET 50.17' L N O 0 REDWOOD HEADER (BOTH SIDES OF ROAD) GRAPHIC SCALE 10 20 40 (IN FEET) 19TH AVENUE DRAINAGE CHANNEL SOM., WOOQ :HEADER : 4 SIDES Or ROAD 10' DE MAINTEN,I(I.E ROAD_ R=54.,9. 15 ' &r08'0$'27„ R=509.15'1°'1_,--_-762E L=72,74' X08'11' 0M 62'00 • 62• R=4823.59_' A=00'48'14.'' R=2p. L=1,b. 042 R=1.0. L=7, 95' '. X45'32 0 4'7'17" E 14',97" TOP OF BANK N 70'59'22" E 800.71' N 70'5922' E 800.37' SEE SHEET CD -03A t FOR THIS AREA AND DETAIL 00 C v u" CONFORM TO (E) G4TE REMOVE (E) DOUBLEI'.WING GATT= AND POSTS/INSTALL NEW DOUBLE SWING CHAIN LINK FENCE GATE AND POSTS TO MATCH (E) INSTALLATION --s- _. CONFORM TO (E) GATE (POST,, M NSTALL 14' LEG"- GATE A. - N - -04'2.41141i W R=881.15' L=71.06 A=04'37' 13 R=50.00' �., L=32.97' O • A=37'46'34" R=5.00 L=6.80' ♦ =77'55'20" �qA / R=5.00' L=6.58' A=75'25'48" 1 R=891.15' L=21.42' A=01'22'37" R=4823.59' ! L=22.54' A=0016'04" ', 10.02' ? S 6$'46'1,T" E THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT BKF ENGINEERS ANTHONY J. .'r' WE DATE R.C.E. ¥2155 RECORD DRAWING CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT- y 5 -` 31 THESE PLANS HAVE BEEN CHECKED FOR cote IANCE WITH sac. SEC. 23.40 AM THE APPLICABLE COMMONS OF APPROVAL FOR PLAMM APPLICATION B4 SN DESIGN G AM REMAINS THE SOLE RESPONSIBILITY OF THE LICENSED CIVL B4GNEER SIGNING THESE PLANS. BY: `e w' VERIFY SCALES: BAR IF NOT ONE INCH ON CONSTRUCTION ISSUE DATE: 8 Tic/ y 1 SHOWN IS ONE INCH 0 1 THIS SHEET, ADJUST © Brian Kangas Foulk ON ORIGINAL DRAWING. SCALES ACCORDINGLY. 9 M C0 O yr O> wQ D U o rn Q — M M C) co CO W I I U O0 CV N 00 00 0 O O tt W :DO I() In�.'C0 c0 X Q W V! L al C C v ET Q Z 0 L- 0 J Q 0 0 LL W U Z Oz 0I LE Z C 0-1 wO'C � O U a 0Na>- W Z zz > O Qo 0~ auo cn F-- u' Q w Z; 0 >Q Q W ain W > m >- II 0< Q c Qz 01 D L Zz Un 0 F 0 C O re 0 z a r 'C 01 d 0 A C] a 0 u In C a N w 0 a L G Approved AJ Drawing Number z s O CD -03 10 OF 21 AS BUILT 3-18-2 63+00 Or Brian Kangas Faulk "s" STA 81+22.41 1 1/2" STD PIPE SIGN (R49 -18"x36") 4 1 DRILL 3/8"0 HOLES TOTAL 6 tg FUTURE CURB EL=102.821 103.97 LANDSCAPE AREA BW EL=102.24 TURF BLOCK A CROWN EL=4&C.fl± 10410 BACK OF FUTURE CURB/PROPERTY LINE $6 EL=102.38f lo3.e7 2"x8" REDWOOD HEADER (TYP) BW EL=102.30 REGULAR SIDEWALK SECTION DSTRENGTHOED ' SIDEWALK SECTION LANDSCAPE AREA BC EL=102.04 TURF BLOCK A CURB N BC EL=102.10 GUTTER 12 16' PLAN NOTE: ALL FINISHED GROUND ELEVATIONS TO BE COORDINATED AT TIME OF CONSTRUCTION. TURF BLOCK 11.5' 5% ± ox a0 SIDEWALK 5' 2% A 6" CLASS A CONCRETE WITH #4 BARS 0 18" O.C. EACH WAY TURF BLOCK 5' 2% a 4" CLASS 2 AGGREGATE 18" COMPACTED SUBGRADE 1/2"x12" SLIP DOWELS (TYP) AT CONTRACTION AND COLD MASONRY BLOCK WITH JOINTS. SOIL FILLED CELLS SECTION A —A ALLEY TERMINUS AND SIDEWALK 12" NTS -0-11.5' MIN 7' MIN. FACE OF CURB F TRAFFIC CONTROL SIGN 3' MIN. TOP OF SLEEVE SIGN POST - SEE SPECIFICATIONS LANDSCAPE AREA SIDEWALK N\ I I : 1.7 I\ %\ CONCRETE FOUNDATION / ' //\%\' / /. „\'.\ �\ `/ 12" NOTE: 1. CONCRETE SHALL BE TYPE 'A' CONCRETE PER PROJECT TECHNICAL SPECIFICATIONS SECTION 03300. I ! I I BASE SLEEVE - SEE SPECIFICATIONS TRAFFIC CONTROL SIGN DETAIL J NTS TOP OF SIDEWALK 6"0 N V FINISHED GROUND JOINT TRENCH UPPER LIFT JOINT TRENCH LOWER LIFT FINISHED GROUND JOINT TRENCH UPPER LIFT JOINT TRENCH LOWER LIFT JOINT TRENCH LOWER LIFT 6'-0" TOP OF SIDEWALK 0 N I 4 r7 LCD 2" OR 1 1/2" STD PIPE POST 3/8"0 GALV BOLT WITH NUT AND WASHER. DEFORM THE THREAD SLEEVE SEE NOTE 2 PCC SLEEVE POST DETAIL NOTES 1. PIPE POST TO BE SET 1'-6" BACK FROM FACE OF CURB UNLESS OTHERWISE SPECIFIED. 2. STEEL SLEEVE TO BE CONSTRUCTED WITH A DIAMETER 1/10" LARGER THAN POST. WALL THICKNESS OF SLEEVE TO BE SAME AS POST OR LARGER. 3. CONTRACTOR MAY SUBMIT ALTERNATIVE DETAILS FOR APPROVAL BY THE ENGINEER. 12 PEDESTRIAN BARRICADE NTS 1 TYPICAL SS, SD, OR W 12" MIN 12" MIN i II I I i i TYPICAL SS, SD, OR W TYPICAL JOINT TRENCH CROSSING NTS CURRENT EXISTING GROUND IN AREAS PREVIOUSLY LIME TREATED BY OTHERS 3' SUBSEQUENT BACKFILL 95% RC VARIES SUBSEQUENT BACKFILL 90% RC NOTES: EXISTING GROUND EXISTING FRAME AND COVER TO BE REUSED (IF APPLICABLE) EXISTING V 6" AC 8" CL 2 AB 18" (E) LIME TREATED SUBGRADE BACKFILL A.C. OVERLAY EXISTING STRUCTURE RAISED 0\ J ADJUST MANHOLE TO GRADE EXISTING MH FRAME AND COVER PORTLAND CEMENT CONCRETE COLLAR 1"-2" BELOW FINISH SURFACE \\�—PRECAST GRADE RINGS 18" MAXIMUM - NTS AREA WITHIN ROADWAY AREA OUTSIDE ROADWAY LIME TREATED AREAS NON -LIME TREATED AREAS INITIAL BACKFILL 4" MIN BEDDING FILTER FABRIC WHERE APPLICABLE OVERLAP AS RECOMMENDED BY FABRIC MANUFACTURER 6" MIN BEDDING AND INITIAL BACKFILL SHALL BE 3/4" CRUSHED ROCK WRAPPED IN FILTER FABRIC OR PERMEABLE MATERIAL W/O FILTER FABRIC IN ACCORDANCE WITH THE SPECIFICATIONS. 2. SUBSEQUENT BACKFILL SHALL BE STRUCTURAL FILL IN ACCORDANCE WITH THE SPECIFICATIONS. 3. CL 2 AB LAYER SHALL BE USED FOR TRENCH SECTIONS WHICH DISTURB EXISTING LIME TREATED SUBGRADE - REPLACE EXISTING 18" LIME TREATED SUBGRADE WITH 18" CL 2 ASB AT 95% RC. 4. EXISTING LIME TREATED SUBGRADE IS LOCATED WITHIN SARATOGA DRIVE NORTH OF STA. 96+20±. UTILITY TRENCH SECTION NTS EXISTING GROUND VARIES SUBSEQUENT BACKFILL 90% RC INITIAL BACKFILL 4" MIN BEDDING 2"x8" REDWOOD HEADER FINISHED GROUND (CL 2 AB OR TURF BLOCK) LIMITS OF AB WHEN USING TURF BLOCK AGGREGATE BASE 5' 2% MAX. PLANTING AREA/ 0' OR GREATER USE GROOVES ON SLOPING PORTION OF RAMP WHEN LOCATED !N CENTER OF CURB RETURN THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J . T WE R.C.E. #2150 SECTION A -A DATE RECORD DRAWING CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT. 98-021 THESE PLANS HAVE BEEN CHECKED FOR COMPLIANCE WITH S.M.M.C. SEC. 23.40 AND THE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNING APPLICATION: 9 S ^v ENGINEERING AND DESIGN REMAINS THE SOLE RESPONSIBILITY OF THE LI ENSED CIVIL ENGINEER SIGNING THESE PLANS. `7 J/ `)\ mc>iyz: -/c17,75(c-, 2 \___1 r / -A 2( / / C j r't } r_ I i V -Nt _} \S COMPACTED EARTH BACKFILL 2"x2"x15" PRESSURE TREATED DOUGLAS FIR AT 4' CENTERS (MAX). DRIVE PILOT HOLE WITH STEEL PIN IF NECESSARY. NOTES 1. HEADERBOARD TO BE INSTALLED AFTER AGGREGATE BASE IS IN PLACE. COMPACTED EARTH BACKFILL MUST BE IN PLACE BEFORE TOP LIFT OF AGGREGATE OR TURF BLOCK IS LAID. 2. SPLICE HEADERBOARD ONLY AT STAKE. (4 REDWOOD HEADER NTS SEE NOTE 1 CROSSWALK TOP OF RAMP •r ROUNDED 8.33% MAX. 1/2"X12" NONSLIP DOWELS 4' MIN. NOTES: THE RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. THE SURFACE OF RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK EXCEPT WHEN LOCATED IN CENTER OF CURB RETURN. 2. DETAIL CONFORMS TO THE MINIMUM REQUIREMENTS SHOWN ON CALTRANS STANDARD PLAN RNSP A88. 3. NONSLIP DOWELS TO BE USED AT SINGLE AND DOUBLE RAMP CASES AT CURB RETURNS. 4' MIN. I 8.33 % MAX. 2% MAX. APPROXIMATELY 3/4" EXCEPT APPROXIMATELY 1-1/2" ON SLOPING PORTION OF RAMP 1/4" 1/4" J GROOVING DETAIL CDCURB RAMP DETAIL NTS VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1 " IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE 4 CD 0 O) Lu < D >)-o0) a0Lo Lu II O N N CD C O CD dW0 CC VD CID lnln 0) C C 0 0 • In U) a) C LJ CALIFORNIA 0 ON E - (V O)w O w H ~ O WDa :E Q ON- J 3:F - 11J Zpx' Wroo 0~Co Q I w H- 0 .7i7 0 I HQ QWQwc cW �' BE Z >- I - U O I- Q C 0 Q 0 LLJ 5 CITY OF SA\ C 0 0 N v o: U, LcEig zr (710 � s W ltZ JW WO OU DETAIL REVISION 11/3/99 0 z Date MAY 1999 ScaleAS NOTED C co LA v 53 C s i Approved AJG Job No95oo90-24 Drawing Number CD -02 9 DF21 AS BUILT 3-18-2 © Brian Kangas Foulk 24" R=1/2" (TYPICAL) CLASS A CONCRETE 1/2"x12" SLIP DOWELS AT CONTRACTION AND COLD JOINTS NOTES: VARIES USE 1/2" WIDE EXPANSION JOINTS AT EACH END OF DRIVEWAYS ONLY. 2. SET CONTRACTION JOINTS 1" DEEP, 1/2" WIDE AT 10' CENTERS. 3. CONCRETE SHALL CONTAIN 1 LB. OR 1 PT. OF LAMP BLACK PER C.Y. n 5' SIDEWALK 2% NOTE 1. a SEE PLANS FOR PAVEMENT SECTION 1/2"x12" SLIP DOWELS AT CONTRACTION AND ALL JOINTS NOTES: 1. USE 1/2" WIDE EXPANSION JOINTS AT EACH END OF DRIVEWAYS. SEE PLANS FOR PAVEMENT SECTION 2. SET CONTRACTION JOINTS 1" DEEP, 1/2" WIDE AT 10' CENTERS. 3. CONCRETE SHALL CONTAIN 1 LB. OR 1 PT. OF LAMP BLACK PER C.Y. 10'-6" BUS PAD ROADWAY 8'-6" 2'-0" 0.95' CLASS A CONCRETE 0.40' CLASS 2 AGG. BASE SECTION PLACE 18" LONG #4 DOWELS 0 18" O.C. AT CONTRACTION AND COLD JOINTS. I i /7 5 1/2" R=1/2"(TYP) 2% / 4" CLASS A CONCRETE WITH #4 BARS ® 18" 0.C. BOTH WAYS OVER 6" CLASS 2 AGG. BASE N #3 DEFORMED REBAR 12" LONG O 18" O.C. 2-#4 BARS CONTINUOUS 1/2" BOTTOM OF AGGREGATE BASE 2% REFERENCE: ABOVE DETAIL CONFORMS TO "STANDARD BUS STOP - BUS PAD SECTION" DETAIL BY SAN MATEO COUNTY TRANSIT DISTRICT (SAMTRANS) DATED 2/27/97. VERTICAL CURB (AT BUS STOP) SAMTRANS - STANDARD BUS STOP - N TS SIDEWALK LANDS9APE ARV CURB GUTTER LeA 1-1/4" #4 ® 18" 0.C. EACH WAY BUS PAD SECTION #3 DEFORMED REBAR 12" LONG ® 18"" O.C. 7 CURB C GUTTER WITH SLOTTED TRENCH DRAIN NTS CLASS A CONCRETE AC INVERT SEE PLANS FOR PAVEMENT SECTION VARIES SEE PLANS FOR PAVEMENT SECTION 1/2"x12" SLIP DOWELS AT CONTRACTION AND COLD JOINTS NOTES: USE 1/2" WIDE EXPANSION JOINTS AT EACH END OF DRIVEWAYS ONLY. 2. SET CONTRACTION JOINTS 1" DEEP, 1/2" WIDE AT 10' CENTERS. 3. CONCRETE SHALL CONTAIN 1 LB. OR 1 PT. OF LAMP BLACK PER C.Y. 4. PIPE SHALL BE HALF BITUMINOUS COATED WITH PAVED AC INVERT. SEE SPECIFICATIONS FOR DETAILS. SECTION A -A FACE OF CURB FLOW 6' r TAPER I INLET 6' TAPER NORMAL GUTTER GRADE ®TYP BACK OF WALK ® SEE NOTES BELOW PLAN VIEW VARIES I2' 2'-9" I MATCH PVMT SLOPE GUTTER TRANSITION AT CURB INLET NTS FACE OF CURB 1/2"x12" SLIP DOWELS AT CONTRACTION AND COLD JOINTS 2% COMPACTED SUBGRADE 1 4" CLASS "A" CONCRETE W/ #4 BARS 0 18" O.C. EACH WAY 1/2"x12" SLIP DOWELS AT CONTRACTION AND COLD JOINTS SECTION VIEW NOTES: 1. USE 1/2" WIDE EXPANSION JOINTS AT EACH END OF DRIVEWAYS ONLY. 2. SET CONTRACTION JOINTS 1" DEEP, 1/2" WIDE AT 10' CENTERS. 3. SET SCORE MARKS 1/8" DEEP, 1/8" WIDE AT 30" O.C. BOTH WAYS. 4. SURFACE FINISH TO BE LIGHT BROOMING. 5. CONCRETE SHALL CONTAIN 1 I_B. OR 1 PT. OF LAMP BLACK PER C.Y, FACE OF %\ CURB `T SLOTTED I/ DRAIN 6' THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J, " WE R.C.E. #2155 RECORD DRAWING INLET F---- A 6' NORMAL GUTTER GRADE 2'-9" MATCH PVMT SLOPE A PLAN Cii) SLOTTED DRAIN CONNECTION TO CURB INLET NTS CLASS 2 AGGREGATE BASE 6" 8" TT./ //,/ / /T % / f` / CLASS '2�� /,. / '`AGGREGATE BASE" // NOTES: 1. 1/2" x 12" SLIP DOWELS AT 2. CONTRACTION JOINTS SHALL W/LANDSCAPE SCORING. 3. SEE LANDSCAPE PLANS FOR 18" DEEP I u'c TREATED cI IDnoADc L1111 TREATED JVUVI\ L CLASS "A" CONCRETE W/ #4 BARS 0 18" O.C. EACH WAY CONTRACTION AND COLD JOINTS. BE MINIMUM 1/3 SLAB THICKNESS AT 10' O.0 AND CONSISTENT DECORATIVE SCORING AND COLORING OF DECORATIVE CONCRETE CONCRETE PAVEMENT & DECORATIVE CROSSWALK SECTION CLASS A CONCRETE #4 BARS AT 18" O.C. BOTH WAYS R=1/2" (TYPICAL) #4 DOWELS AT 18" O.C. MAX. AT CONTRACTION AND COLD JOINTS 1/2" SEE PLANS FOR PAVEMENT SECTION VARIES 27/ CLASS 2 AGGREGATE BASE NOTE: CONCRETE SHALL CONTAIN 1 LB. OR 1 PT. OF LAMP BLACK PER CU. YD. MONOLITHIC CURB, GUTTER & SIDEWALK ( FOR USE AT CURB RETURNS ONLY ) SEE DETAIL 5 FOR SIDEWALK 15" CMP SLOTTED DRAIN. GROUT IN PLACE CONNECTION TO (E) INLET BASE. SECTION A -A PRECAST BASE VARIES 2% #3 DEFORMED REBAR 12" LONG ® 18" O.C. CLASS A CONCRETE NTS 1/2" 6, 24" R SEE PLANS FOR PAVEMENT SECTION VARIES 1/2"x12" SUP DOWELS AT CONTRACTION AND COLD JOINTS NOTES: 1. USE 1/2" WIDE EXPANSION JOINTS AT EACH END OF DRIVEWAYS ONLY. 2. SET CONTRACTION JOINTS 1" DEEP, 1/2" WIDE AT 10' CENTERS. 3. CONCRETE SHALL CONTAIN 1 LB. OR 1 PT. OF LAMP BLACK PER C.Y. FACE OF CURB rREFERENCE STATION CURB C GUTTER W/NON-MONOLITHIC SIDEWALK (FOR USE AT SARATOGA DRIVE IN AREAS WITHOUT LANDSCAPE STRIP) NTS CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT "'rid THESE PLANS HAVE BEEN CHECKED FOR COIPIJANCE YHITII SaLILC. SEC. 23.40 AND TIE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNING APPLICATION ei $'°1--I . aee4G AND DESIGN REMAINS TIE SOLE RESPONSWTY OF THE DOMED CIVL Beet SIGPNG TFESE PLANS. BY: DATE: N (14 (q `J VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1 II IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE ND CD 0 0) wQ Dv • -00) Q ?T.)ro (.0 U 0 • N N 0 0 0 0 �W u)In Y! L W 'O x C y GI C C a 0 !WIMPS • Surveyors • 0 0 N a) 0 Zp as O r.. W 0 3 v' WI- O � 0 W M Q Q CO ci 0 r Q cc Q N CALIFORNIA U) z 0 cc 31- oZ 00 CC 0 I F — H in < Q Z WV) W u 0 C) D CC U) z 0 V 0 cQ CITI' 0 0 cm a 0 z Date MAY 1999 ScaleAS NOTED m 0i A 2 C d L R Approved AJG S z 0 Drawing Number CD -01 8 OF 21 AS BUILT 3-18-2 SEE SHEET T-02 FOR ADDITIONAL NOTES, LEGENDS AND ABBREVIATIONS EXISTING GROUND SHOWN ON THESE PLANS MAY DIFFER FROM ACTUAL CONDITIONS AT TIME OF CONSTRUCTION DUE TO SURCHARGE REMOVAL, DEMOLITION, NEW SURCHARGE PLACEMENT OR OTHER CONSTRUCTION ACTIVITY. THE DESIGN ENGINEER SHALL BE CONSULTED PRIOR TO CONSTRUCTION TO REVIEW ACTUAL EXISTING CONDITIONS AND MODIFY THE DESIGN AS REQUIRED. to to r co OQ N I -- w` w co w w c F- 2 FL 103.37 +00.00 TC 103.89 +s5:s1. PRC 1.03.87 TC 103.76 +35.60 BC 04.58 0 103.72 +90.00 IC -1)6.4.35 PRC 83 - ..._ \--R/W- - - E S c ATOGA DRIVE STM TC J103 +8.17 C 103.7fj +15.50 BC SYMBOLS - - FLOW LINE TC 03.99 +99.27 E 27' TC X3.51 +48.97 i PCC TC 102.85 +13.71,_._ TC.w1f�2:�7-� TC 102.54 +:`6.54 ti TC 103.2N -1490.00 'VC +90.43 TC 103.19 01.37 TC 103.45 A05 +90.00 40' TC 102.53 TC 103.39 +88.71 BC TC 102.53 +86.54 DI 1.5' S DEWALK EASEMENT I PUE & LE ----rL TSE & LE -� TC 102.76 STME +99.46 1/4 PT +01.41 PI TC 102.61 +98.28 1/4 PT FUTURE FRANKLIN CAMPUS SITE +11.81 3/4 PT TC 102.84 +13.71 EC w U Q aD TC 103.17 6.37 103.1 09.38 .. EC TC 103.37 +06.41 C 102.61 aCC TC 103:2 ++33.71 _TC,103.00 TC 103.47 *35.61 PT TC 102.81 +41.03 6 +49.14 3/4 PT TC ..102:441 +58.71 TC 103.34 +09.41 TC 102.69 +06.39 1/2 PT TC 103.00 +33.71 PI +42.97 3/4 PT TC 102.58 +38.10 1/2 PT TC 102.71 +34.85 1/4 PT TC 102.84 +33.71 BC +11.71 TC 103. +09.81 +86.71 BC} 12.0% _..............._ 12.0% 45 TC 102.32 +48.71 EC TC 102.46 TC +96.71 BC TC 102.30 +60.71 DI EASEMENT Lea ft D w a Yt iy-STME TC 103.15 +31.71 \BC TC 103.07\ 33. 74 PT TC 102.8 +56.71 C 11 +04.39 1/2 PT TC 103.00 +39.03 %.47:14.- +58.71 112._.R - " 3/4 PT DI 103 --»�.fi'C._ 103. +39.21 •3.66 0 P1 +44.23PI PROFILE GRADE 102.61 +02.45 1/4 PT TC 102.90 +10.57 3/4 PT TC 103.05 +11.71 EC C 103.3_r +39PI . TC 102.75 +07.32 1/2 PT TC 102?S9 + 3.3.77 1/4 PT TC 103.21 +11.71 PI SPOT STATION OFFSET (FT) ELEVATION (FT) 1 +09.87 38.83 L 102.08 3 +47.66 38.19 L 102.03 4 +97.34 38.00 L 102.18 6 +35.73 38.00 L 102.37 7 +35.73 42.00 R 102.29 9 +05.10 42.00 R 102.14 10 +40.81 41.74 R 101.96 12 +09.91 40.71 R 102.04 3 TC 102.92 ..._TG- 1"02.84 TC 103.38 TC +144.25 TC 10 .84 +47.26 TC 102.91 +39.22 1/2 PT TC 103.07 +31.69 BC 90+00 TC 102.76 +58.24 - DI TC 102.76 +56.69 EC THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. RKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS ANTHONY J. R.C.E. #2155 RECORD DRAWING TC 103.40 +68.16 PI TC 103.80 +16.71 STME 1 FUTURE MIXED USE SITE, .-- TC 104.05 +46.91 1.5' SIDEWALK EASEMENT y(E) ACCESS ROAD TO BE OVERLAYED SEE XS -01 FOR DETAILS TC 104.26 +77.16 ANA CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT- 7 '/ THESE PLANS HAVE BEEN CFECIIW FOR COMPLIANCE MATH MEW. SEC. 28.40 AND THE APPLICABLE CONOmONS OF APPROVAL FOR PLANNNG APPLICATIOP S c . ENGSetNG AND DESIGN RSIANS THE SOLE RESPONSIMUTY OF THE LICENSED CIVL Mee SIGNIIG THESE PLANS. BY: DATE: to / r / Ce- TC 104.51 +12.95 BC TC 1 .61 EC 9.83 >0 Z oQ a0 - c) c) > a -1 cc O N 0 co Q Se aw a® ZZ :11" se O Z i LL Z W („ U GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1 If IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE M t0 0) Of w < D U Q U CD CO w II V 0 N O CIO CO 0 3 \\ O C O O �wlnln InOC (AD m w vl L m C C a_ In L m m C C W CALIFORNIA 0 O + O0) N 0 coo O1 ~ to Z0 0 a O Oti in�- J . I - Z Z >O>o w-Eci Oro Do co 3 0� ' QQ w%ate 0 w >- z Q Q ma -1 O Z � O j w w oo Lu - Q CITY OF SAN IR > y �A CIQ <1 d cn a 2 m a G 0 U, a d a u re) OE • A • s tl 0 a a • 0 6 a Q z s O Drawing Number G-02 7 OF 21 AS BUILT 3-18-2 SEE SHEET T-02 FOR ADDITIONAL NOTES, LEGENDS AND ABBREVIATIONS EXISTING GROUND SHOWN ON THESE PLANS MAY DIFFER FROM ACTUAL CONDITIONS AT TIME OF CONSTRUCTION DUE TO SURCHARGE REMOVAL, DEMOLITION, NEW SURCHARGE PLACEMENT OR OTHER CONSTRUCTION ACTIVITY. THE DESIGN ENGINEER SHALL BE CONSULTED PRIOR TO CONSTRUCTION TO REVIEW ACTUAL EXISTING CONDITIONS AND MODIFY THE DESIGN AS REQUIRED. 0 0 M+ t%- < V1 - CCU) A: ZUJ O z U J Liu TC 102.25 +C 0.41 STME TC 102.06 +98.51 iR/W 3/4 P�, 11' TC 101.87 +9 1 2 PT 16' 5.5' \TC 101.47 TC 101.47/ +00.00 +50.00 TC 101.47 P BVCE +73.23 TC 102.16 TC 102.16 DI 0 POB 00 +50.00 +00. BVCE 102 +00,00 POB TC 101.20 P SYMBOLS - - FLOW LINE / 5.5' TC 101.50 WAY (FUTURE) FC 102.20 +16.41 +75.41 +84.98 TC 102.19 +175.23 TC 102.03 80+00 TC 101.23 +73.23 Dl_ +39.74 1/2 PT +47.85 TC 102.43 3/4 PT +50.00 VC ' 00 TC 102.25 +C 2.41 TC 102.11 TC 101.84 TC 101.69 +59.23 TC 101.69 +57.41 TC 102.37 +59.23 1.5' SIDEWALK -C EASEMENT cR/W TC 103.20 +02.41 EC FUTURE RESIDENTIAL pin STME TC 103.01 +00.51 3/4 PT/ TC 9 TC 102.60 02/ 13C7.41 +86.98 TC 103.0'94 PT +78.23 BC (E) ACCESS ROAD TO BE OVERLAYED SEE XS -01 FOR DETAILS STMEJ SARATOGA DRIVE L _ - TSE & LE ITC 102.74 SPOT STATIONv OFFSET (FT) EL 1 +95.2` ` 28.4 L RIM 101.11 2 +t'6))4 28.2 L RIM 101.17 3 +36.9 28.1 L RIM 101.25 4 +97.9 28.0 L FL 102.01 5 +18.4 28.0 L FL 102.11 6 +38.9 28.0 L FL 102.21 7 +38.7 41.0 R FL 101.96 8 +18.0 41.0 R FL 101.86 9 +96.7 41.0 R FL 101.76 +98.57 3/4 PT FG 103.15 +18.41 CROWN GRADE BREAK TC 103.20 (TYP) +34.41 BC TC 103.10 TC 102.81 +61.23 TC 102.81 TC 102.80 +41.74 +59.41 +95.09 1/2 PT TC 102.90 EC 1/2 PT +49.85 82+.0 f 2.O% 3/4 PT ±�� PROFIL GRADE FG IoZ TC 103.03 TC 102.93 +00.47 E TC 102.53 TC 103.62 +61.47 G 103.12 TO 102.74 TC 102.56 +42.44 +59.42 ►1 2 PT PCC FG 102.91 \ TC 102.93 +17.98 CROWN +35.49 BC PRIMARY ACCESS +37,29 .% 1/4 1.Pr TC 102.97 +89.59 B /3,1ARE\µ \ KLIN CAMPUS SITE THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED 8Y OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. BKF ENGINEERS TC 103.76 +89.59 BC S LINE PUE & LE *FES 144 le 6e,1/4 3DHN GfCy* c N021552 10 A 4' exp. 9/30/01 * ql.( CIVIL ,�! f .1 ANTHONY y R.C.E. 82155 RECORD DRAWING FL LSTME TC 05A- +90. DATE + 00.00 38' 5 84+00 TC 103.60 +11.02 R/W TC TC 104.36 +06.33 PRC FG 103.86 FL 102.85 TC 10B BC6.17 C 104.66 +90.00 C 103, 68 PC0 +73.65 TC 104.52 +46.42 FG 104.02 FL 103.12 +50.0 CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT. THESE PLANS HAVE BEBI CHECKED FOR COAPLIANCE WITH LILAC SEC. 23.40 AND THE APPLICABLE COMMONS OF APPROVAL FOR PLANNING APPLICATION ENGNEERING AND DESIGN MAIMS THE SOLE RESPONSSLITY OF THE MOWED CIVIL ENGINEER SIGNBIG THESE PLANS. BY: DATE: A'EysA2 NOT TO SCALE TC 103.96 +90.00 0 10 c0 (NI Q0 0� (n W W = W 0 Q GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1„ IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE co 0 0r m wQ 0 F o rn Q rn 0 co co II 0 N N if Ow co 0000 ' W CO c() cnCCmco s In (V c c a 0 • • N L 1) 4) c c W CALIFORNIA 0 IID 0 O CO cu 0) ~ 0 00 071 Z cO ti Ada+ H a u) O N. t » Z w> �>vO O Q 00 CDW as 0 I E- z QW cc w W >M CC 0>- Q Q Q C13 0 a O Z < 0 CC Q Cn W W LLL1 (1) LJ- O U Eth N w 0 a a a a a m r v H' 0 a 0 co v C rn c 0) 0J w a c • 0 d i a 0 a a 0 i a a a S z s 0 Drawing Number G-01 6DF21 AS BUILT 3-18-2 SEE SHEET T-02 FOR ADDITIONAL NOTES, LEGENDS AND ABBREVIATIONS I a 0 S a i CO • zWm 000 as CURVE TABLE INFORMATION REFERS TO THE FACE OF CURB UNLESS OTHERWISE NOTED DECORATIVE CROSSWALK, SEE DETAIL /f \ 0 PCC 86+66.90 BC 86+35.60, 40.11' L I_ to 1 < � N Wi r W (/' w J W = V 2 R=1999.50 6 � C\.8,85+97.5 / U.. PCC 85 5.81, 32.42' L =133.63' _ _-- R=1504.0 `�- _PCC L_=27.47', „ .$3' R AF-DL.92 L__.pCCf E5+7-7:F7_,__.11:A0' R STME StiEET & S1D ALK EA aEVJIEN T S STOP • RNOUT PI 87+29.33, 415.58' L EC 86+81.03,` 44,26 L I1 r� PI 90+68.16, 38 00''C C 87+11 9 , 45.73' L EC 6+: .17, 2.79' D 02'49'44" RAN S ATOGA DRIVE BC 87+15.50 8.42' L 42'05'37" E 32.45' a°C v 1� CC V 88+13.71, 64.10' L 87+97.71, 64.10' L 87+97.71, 52.73' L 88+04.96, ,_45.G9' t_... D-0 CURB: ,AMP 87+8&81; 49.60' L PCC 87+90.43, 39.15' L -- EC 87+?46. 44.48' L ONUMENT E TABLE CURB RAMP L43 PI 88+06.37,_ 9.99' L PI 88+06.41, 0.00' DECORATIVE co -o PAVING 44' BC 87+88.71, 40.00' R 1.5' SIDEWALK EASEMENT 87+14.00, 51.50' R PUE & LE - -188+01.14, 57.52' R TSE & LE ___,./i88+12.7-7, 5819' R EC 88+13.71, 65.00' R FUTURE FRANKLIN BC 88+33.71, 57.01' R CAMPUS SITE 88+33.71; ~63.00 88+49.71, 63.00' L 88+49.71, 51.00' L 88+95.71, 51.00' L EC 88+58.71 2 38.00' L BC 88+86.71., 38.00' L L41 EC 88+09,38; 9.68' L 5.00' S LINE L29 BC 88+09.41, 0.33' L 88+05.97, 46.91' R 8 CURB RAMP o-0 88+38.55, d 45.96' R CURB RAMP Bearing Table No. Bearing Distance L1 S 50'56'13" W 14.00' L3 S 50'56'13" W 14.00' L5 S 34'12'38" E 16.04' L7 S 50'56'13" W 8.00' L8 N 39'03'47" W 34.00' L12 S 42'05'37" E 29.85' L29 S 4523'45" E 3.02' L31 S 39'03'47" E 28.00' L34 S 39'03'47" E 21.00' L39 N 50'55'24" E 7.99' L41 S 33'08'02" E 3.02' L43 S 50'44'06" W 9.99' L44 S 50'44'06" W 9.98' L45 N 35'08'51" W 16.04' L46 N 39'03'09" W 18.00' 20' P 88+33.71 65.00' R 88+43.61, 56.25' R Curve Table No. Radius Delta Length Tangent C1 7.00' 180'00'00" 21.99' 0.00' C2 15.00' 90'00'00" 23.56' 15.00' C3 181.00' 09'27'44" 29.89' 14.98' C4 25.00' 88'38'08" 38.67' 24.41' C5 233.00' 01'35'51" 6.50' 3.25' C6 15.00' 41'50'35" 10.95' 5.73' C7 15.00' 68'06'06" 17.83' 10.14' C8 15.00' 44'16'19" 11.59' 6.10' C9 200.00' 04'57'44" 17.32' 8.67' C12 184.00' 09'27'44" 30.39' 15.23' C Q� ,C_52„_ _8_50,90r d OZ4�4� 76 _0.2'152;6 9F' 33.4 1� Sn' _ _16.75 51 25.00 9016b1004-- 27" 2 -�"�iJ 00 C52 15.00' 90'01'37" 23.57' 15.01' C53 4.70' 167'44'17" 13.76' 43.76' C54 25.00' 86'03'13" 37.55' 23.33' C55 J0.00' ,.11'02 r, X93' 7i,,, R-56 180.00 1g34 09 48.91r S0, - " 24.61 245 00'- - 12'06'10" 43.30' 21.73' cC57 6'� 10 .0 00055'3' 12.ug' `""'6.05" C62 2037.00' 0025'36" 15.17' 7.59' C64 200.00' 10'07'50" 35.36' 17.73' C65 1515.00' 01'17'56" 99,94' 14,97' C84 5255.00 Ada` _ 00'34 17 OJ`T'r44 "`r RR. ., a _ 26 0 S . t0 .33 16.23 w 0 IX 88+95.71, 63.00' L 2 44.13' L CURB RAMP 89+40.62, 43.87' L CURB, RAMP 89+00 S 39'03'47" E BC 88+96.71, 42.00 48.00' 8' EASEMENT 88+52.31, 50.00' R 88+87.71, 50.00' R EC 88+48.71, 42.00' R 89+01.63, 59.41' R 89+08.16, 47.31' R CURB RAMP EC 89+11.71, 57.00' R 20' 89+11.71, 59.25' R PI 89+11.71, 65.00' R EC 89+56.71, 38.00' BC 89+39.23.._..0.@0' 5.00' PI 89+44.23, 0.00' 87+00 BC 90+46.91, 6.50' R 90+O0S 39'03'47" E 168.72' PI 89+44.23, 14.00' R S 39'03'47 42.72' EC 89+39.23, 14.00' R N 48'31'31" W - 30.62 EC 90+16.71, 11.54' BC 89+86.95, 14.00' R EC 89+56.69, 42.00' R EASEMENT 89+54.59, 51.50' R 89+45.33, 57.99' R 89+40.78, 47.71' CURB RAMP 89+34.24, 57.19' R STME S 39'03'47" E 1.5' SIDEWALK EASEMENT Saratoga Alignment Table "S -Line" Monument Offset Station Northing Easting Bearing Length Radius Delta Length Tangent 82+89.59 2603.5536 9821.4689 1515.00' 15'29'38.06" 409.69' 206.10' 86+99.27 2324.0102 10119.2566 15.00' S 39'03'46.99" E 514.97' 92+14.24 1924.1619 10443.7766 n1 THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED SY OTHERS. RKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT 0E RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT, RECORD DRAWING C ItlTO ME SCALE NOT TO SCALE 2 POE -91+00.00, 38.14' L CONFORM TO EXISTING PCC 91+90.21, 38.42' S 39'18'13" E 115.55' BC 91+83.71, 38.49' L BC 91+12.95, 0.00' 91 +00 BC 91+82.76. 7.64' S 39D3'47" E 122.84' EC 90+77.16, 4.00' R 243.31' N. A" CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT- 9 9 ^ Y THESE PLANS HAVE BEEN CHECI® FOR COMPLIANCE NRTH S./.IA.C. SEC. 23.10 AND TIE APPLICABLE CONDITIONS OF APPROVAL FOR PLANNING APPLICATION) "n' / . ENGNEERNG AND DESIGN REMAINS THE SOLE RESPONSIBILITY OF TIE LICBO>EO CIVL ENGINEER SIGNING THESE PLANS. BY: DATE: (o/)79q POE 92+00.00, 9.22' L CONFORM TO EXISTING POE 92+00.00, 4.00' R CONFORM TO EXISTING 38' POE 92+00.00, 42.00' R CONFORM TO EXISTING R/W BC 89+31.69, 66.40' R 2 cr.( J Qa Oci ~' J e N J co >- 3 la se �w 0 Z~ Z Z I- Cr QV w LL Z wZ w COQ GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE M tD 0 0) 0) wa D 0 'C Q v.. Z v Q 0-J M CO 14) w I0 04 04 0 00 CO a 3 \\ 0 0 0 0 u)Ul InCrmOD a N L ID C C a a - N L 0 In L 3 U) • In L m m C C W 0 0 co 0 Z w0 a+ O N. LL! Z • 2 oQ U) cn Q w w!> m C'1 0 I IIX U) Z O LL. J 0 N 0 0 in 0 H U) CI• D 00 0 Q O iQ Z w J a 0 2 w CC 0 is 0 O >- J Q 0 0 2 N z 4 d C a a U Vl a N n a L n a N 0 L a a Q Z s 0 Drawing Number HZ -02 5OF21 AS BUILT 3-18-2 SEE SHEET T-02 FOR ADDITIONAL NOTES, LEGENDS AND ABBREVIATIONS CURVE TABLE INFORMATION REFERS TO THE FACE OF CURB UNLESS OTHERWISE NOTED DECORATIVE CROSSWALK, SEE DETAIL 0 0 1- 1- Q. CCCA e O Z Lij ✓ J W � cQ EC 80+00.41, 53.50' STME 79+90.41, 53.50' L BC 79+20.08, 29.00' L UTTER S 54'33 25 E 75.41 EC 79+39.44, 34.00' L PRC 79+32.18, 32.13' L \79+00.00, 00.50' L POB i 54'33'25" \ 25.72' BC 79+25.72 12.50' R 79+00.00, 12.50' R 32' N 53_32'02" 28.00' R=25.00' L=39.27' 79+90.33, 33.44' L BC 79+75.4 _51' PI 80+57.2 PI 79+75.23, 0.50' L BC 80+32.41, 53.00' 80+42.41, 53.00' L 80+00 S 54'12'27" E 82.00' 80+40.85, 34.27' L/ 8 D-07 LANDSCAPE AREA LANDSCAPE AREA 55' S 54'33'25" E EC 80+57.41, 28.00' L R=25.00' L=39.27' . =90'00'00" 81+00 EC 80+15.72, 3.00' R PCC 79+70.72, 7.75' R PI 79+48.22, 41.00' R PI 79+25.7%2, 40.50' R \ 711+00 .00, 40.50' POB .. r rc S 54'33'25" E 162.51' S 54'33'25" E 227.25' 1.5' SIDEWALK EAS NT LANDSCAPE AREA 5.5 R/W sTMEFSARATOGA DRIVE 7--R/W EC 82+02.41, 53.00' L STME 81+92.41, 53.00' L_ CURB RAMP 120.00' BC 81+77.41, 28.00' L BC 81+78.23, 0.00' S 54'33'25" E ,121.00' EC 81+78.23, 3.00' R/ R=25.00' L=39.27' 0=90'00'38" BC 81+75.47, 41.00' R 'e H L- TSE & LE 1 EC 82+00.47, 66.00' R 32' N 54'33'25" W 28.00 R=25.00' L=39.27' L=39.27' A=90'00'00" a1=90'00'00" BC 82+34.41, 53.00' L EC 82+61.47, 13.00' PCC 82+59.42, 41.02' R 81+90.11, 45.73' R 3 R=25.00' L-38.20' A=87'32'30" N 54'35'32" W 31.01' BC 82+35.49, 66.00' R 35' Saratoga Alignment Table "S -Line" Monument Offset Station Northing Easting Bearing Length Radius Delta Length Tangent 66+18.21 3572.7752 8459.8092 S 54'33'25.04" E 1671.38' 82+89.59 2603.5536 9821.4689 15.00' 1515.00' 1529'38.06" 409.69' 206.10' 86+99.27 2324.0102 10119.2566 2+44.41, 53.00' L 82+45.35, 32.22' L 8 CURB RAMP D -o R=1543.00 L=123.67 X04'35'3 BC 82+89.59, 28.00' L A EC 82+59.41, 28.00' L MONUMENT D -o SEE TABLE PRC 84+06.33, 10.00 83+00 S LINE 1E3 10.00' R 15.98' A=04'24'55 R=1502.00' L=112.41' X04'17'17" BC 82+89.59, 13.00' R EC 84+02.97, 13.00' R BC 83+08.89, 47.93' R EC 82+61.30, 41.12' R CURB RAMP,' N fr 0/ p 5 r .- fNKLIN CAM-PUS/SITE:- THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. RECORD DRAWING EC 83+33.14, 49.50' R PUE & LE Bearing Table No. Bearing Distance L4 S 54'33'25" E 28.21' L11 S 54'33'25" E 30.17' L32 S 54'33'25" E 28.12' L33 S 53'17'02" E 22.51' L47 N 45'46'13" W 5.91' FUTURE RESIDENTIAL Sri* BC 84+83.38, 29.76' L 84+00 10'04 `. 83+90.21, 49.50' R EC 84+15.99, 47.72' R PCC 84+73.65 PCC 85+21.58, 31.01' 17 PUE /f hi ~ EC -`85+15.8 & LE c \ , �' 39.99' R BC 85+21.92, 40.00' R 81+92.96 33.42' L Curve Table No. Radius Delta Length Tangent G27 C42 �`C47 - 1 50_' 215.53 1���' 4„71' 0.00' 12'0�33�44 45. 2.75r - 115.-00' 10'50"13 89 `Ifni - C49 1 215.53 18 t II 47' 12'03 45 0.00' 5 C 9 QO 1, G�67 � 175.00r 15'48'56' 48.31 ----24731 C68y 175.00' 1311'53" 4Q,31' _ 20.25' -C81 1465.50, 02 1-'' ^'55.2'1" 2'7.61' C82 200.00' 06'44'32" 23.54' 11.78' C83 200.00' 0710'17" 25.03' 12.53' CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT. 2 z / THESE PLANS HAVE BEEN CHEMED FOR COMPLIANCE WITH &MAW. SEC. 2x.40 AND THE APPLICABLE COMMONS OF APPROVAL FOR PLANING APPLICATIOtk J 6 . BIGNEERNG AND DESIGN REMAINS THE SOLE R SPONain OF THE LICBJBw ca BOaR SKIMS THESE PLANE. BY: DATE:/u/ 't I n2 20 0 SCOW! MOT TO SCALE 0 U, CO ni �N or. I W B Luz Z0 00 GRAPHIC SCALE 10 20 40 80 (IN FEET) VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE B4 X 'C Li In L w C C 0 0- • In L 0 G1 3 (f) • In L Gt m C C W Z 0 J 00 co 0 O 1- O 0 N O+ CON. O < NatW 0 in i. W Oti�� WZCZ >0go IOQ0o WI- elQ U) Q 1 a • W V) W > Q spa Q Q Q mci0 O Q � QCep cn Q F -O O < JQ >- I - U Drawing Number' HZ -01 4 0F21 AS BUILT 3-18-2 O Brian Kangas Foulk R/W R/W R/W R/W 100' R/W 1.5' SIDEWALK EASEMENT APPROX. OG APPROX. OG APPROX. OG 1' 50' 100' R/W 50' 1.5' SIDEWALK EASEMENT 11.5' 10.5' 69' 9' L/S 5% 5► CONC SDWK 2% L/S V- R/W CD 2 5' BIKE LANE 2% 11' THRU JOINT TRENCH (El 42" SD O (PRIMARY) SEE VERTICAL CURB DETAIL (TYP) 50' 12' THRU O 12" W 3' 11' LEFT 11' _ THRU 2% MEDIAN SARATOGA DRIVE STA 79+00± TO 82+20± 100' R/W 50' 11' THRU 5' BIKE LANE L/S 3.5' CONC SDWK 2% 9.5' STME 5% 1' 8" C 8" CLASS 2 AB LIME TREATED SUBGRADE 0(E) 18" SS R/W 10'-11' 10.5' L/S 5' CONC SDWK L/S CONC. CURB & GUTTER (TYP) 5% R/W 2% CONC. SDWK (TYP) • 5' BIKE LANE 11' — THRU ® JOINT TRENCH E) 42" SD O (PRIMARY) 6" AC 8" CLASS 2 AB LIME TREATED SUBGRADE 11' THRU 2% 69' 11' _ 3' LEFT 012" W MEDIAN] CONCRETE VERTICAL CURB (TYP) - 6" AC 8" CLASS 2 AB LIME TREATED SUBGRADE 12' THRU 3'± 2% 11' THRU 5 BIKE LANE 2' CONC. VALLEY GUTTER (E) 18" SSA SARATOGA DRIVE STA 82+20± TO 84+70± 100' R/W 8.5'& VARIES BUS TURNOUT (TYP) 2% JOINT E TRENCH SEE SIDEWALK DETAIL (TYP) SEE CURB AND GUTTER DETAIL (TYP (FUTUREOX. ) FG 5' AND VARIES STREET & SIDEWALK EASEMENT 7— 13' AND VARIES STME CONC SDWK 2% r95' PCC .40' AC BAS 2" AC OVERLAY ON (E) 4" AC (E) 8" CLASS 2 AB (E) LIME TREATED SUBGRADE REMOVE (E) AC CURBS R/W 50' 50' 10' — 11' 10.5' VARIES 11.5' 5% 1 APPROX. FG / (FUTURE) 1.5' SIDEWALK EASEMENT L/S 5% 5' CONC SDWK 2% L/S LANDSCAPING 5' BIKE LANE 11'-12' THRU 2% JOINT TRENCH (E) 42" SD (PRIMARY) 6" AC 8" CLASS 2 AB LIME TREATED SUBGRADE 11'-12' THRU VARIES 012" W LANDSCAPE MEDIAN - 6" AC 8" CLASS 2 AB LIME TREATED SUBGRADE AM 12' THRU 11'-12' THRU 3'± & VARIES 2% (E) 18" SS O SARATOGA DRIVE STA 84+70± TO 85+90± 5' -41 AN - BIKE LANE L/S 5' CONC SDWK 2% 5% 9.5' STME I JOINT TRENCH 2" AC OVERLAY ON (E) 4" AC (E) 8" CLASS 2 AB (E) LIME TREATED SUBGRADE REMOVE (E) AC CURBS 1 .7 r APPROX. FG (FUTURE) APPROX. 00 STME VARIES - 2' t 5% .1\ SIDEWALK W/ TREE GRATES APPROX. FUTURE FG - 2' APPROX. OG 50' 50' R/W VARIES 8.5' & &' VARIES CONC SDWK 2% VARIES 5, BUS BIKE TURNOUT LANE 2' CONC. VALLEY GUTTER - 2% .95' PCC .40' AC BASE 12' THRU 12' THRU VARIES CONCRETE VERTICAL CURB (TYP) 2% JOINT TRENCH (E) 42" SD (PRIMARY) 6" AC 8" CLASS 2 AB LIME TREATED SUBGRADE VARIES 11' 12' LEFT 13'± 012" W LANDSCAPE MEDIAN - 6" AC 8" CLASS 2 AB LIME TREATED SUBGRADE THRU 2% 12' THRU (E) 18" SS O SARATOGA DRIVE STA 85+90± TO 88+30± 100' & VARIES 5 BIKE LANE 11.5' L/S lit JOINT TRENCH 5' co c SDWK 2% 9.5' STME 5% 1' 2" AC OVERLAY ON (E) 4" AC (E) 8" CLASS 2 AB (E) LIME TREATED SUBGRADE REMOVE (E) AC CURBS R/W APPROX. FG (FUTURE) 30' BUILD TO 50' & VARIES 50' 12 & 80' 5' 11' 11'-12' 11' 4' 14' & 11 11 12' 11' 5 8' LINE 1.5' SIDEWALK EASEMENT VARIES 2% BIKE LANE THRU THRU 2% JOINT TRENCH E) 42" SD (PRIMARY) 6" Aq_. 8" CLASS 2 AB LIME TREATED SUBGRADE NOTES: LEFT 012" W VARIES LEFT 11'± TO 12 ± LANDSCAPE MEDIAN 6" AC 8" CLASS 2 AB LIME TREATED SUBGRADE SARATOGA DRIVE STA 88+30± TO 92+00± THRU 2% THRU 0 (E) 18" SS 1. FOR LANDSCAPE DETAILS SEE LANDSCAPE D-1 SHEET. BIKE LANE 2% 2" AC OVERLAY ON (E) 4" AC (E) 8" CLASS 2 AB (E) LIME TREATED SUBGRADE REMOVE (E) AC CURBS 9.5' STME 5% 2. FOR UTILITY LINE LOCATIONS SEE SHEETS UT -01 AND UT -02. 3. EXISTING GROUND SHOWN ON THESE PLANS MAY DIFFER FROM ACTUAL COND!T!ONS AT THE TIME OF CONSTRUCTION DUE TO SURCHARGE REMOVAL, DEMOLITION, NEW SURCHARGE PLACEMENT, OR OTHER CONSTRUCTION ACTIVITY. THE DESIGN ENGINEER SHALL BE CONSULTED PRIOR TO CONSTRUCTION TO REVIEW ACTUAL EXISTING CONDITIONS AND MODIFY THE DESIGN AS REQUIRED. THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKP ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE NCORPORA TED HEREIN AS A RESULT. BKF ENGINEERS AN NY J. R.C.E. ¢2155 DATE RECORD DRAWING 1 SIDEWALK W/ TREE GRATES OFFICE CAMPUS fAPPROX. FG (FUTURE) CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT- 9 $ — ° -Tel TIME PLANS HAVE aei C$ECI® FOR COMPLIANCE WITH SLIILC. SEC. 23.40 AND THE APPLICABLE COMMONS OF APPROVAL FOR PLAM IG APPLICATION 9 a -a ti/ . ENGINEERING AND DESIGN RBIANS TIE SOLE RESPONSIBILITY OF TIE LICENSE) CIVL see SIGNING THESE PLANS. BY: C", DATE: 7 rs) C35 VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1 „ IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE 0 0) W< D U _80i avmCO w II N N 3 \\ O 0 O O 10 ILLJX M) U') Ind(0f0 X N L m C C 0 0 !WOW • Surveyors • Nn L m m C 0) C CALIFORNIA 0 0 0) 0� Zoo 0 0 4. n. 0) 0 O tiQ» LIJZ4( > O_ Li)L1.1 0~ I o WF-Z~a �0I O 1 5 z Q Q w NV) L1.1 MCCQ >- C « IC m 0 it H CC >- U) O Q LL O F- U Date MAY 1999 I No. _ O VD U m ctic a, A 5 a Approved MG Drawing Number XS -01 3 OF 21 AS BUILT 3-18-2 GENERAL NOTES UTILITY SYMBOLS 1. HARZA ENGINEERING COMPANY PERFORMED A GEOTECHNICAL INVESTIGATION REPORT DATED JUNE 11, 1998 FOR THIS PROJECT. THE RECOMMENDATIONS PRESENTED IN THE REPORT WERE INCLUDED IN THE DESIGN OF. THESE PLANS. EARTHWORK AND IMPLEMENTATION OF THESE PLANS SHOULD BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 2. EXISTING CONDITIONS SHOWN ON THESE PLANS MAY DIFFER FROM ACTUAL CONDITIONS AT TIME OF CONSTRUCTION DUE TO SURCHARGE REMOVAL, DEMOLITION, NEW SURCHARGE PLACEMENT, OR OTHER CONSTRUCTION ACTIVITY PERFORMED PRIOR TO THIS CONTRACT. THE DESIGN ENGINEER SHALL BE CONSULTED PRIOR TO CONSTRUCTION TO REVIEW ACTUAL EXISTING CONDITIONS AND MODIFY THE DESIGN AS REQUIRED. 3. THE PROPOSED WATERLINE AND ASSOCIATED FACILITIES SHOWN ON THESE PLANS ARE NOT IN CONTRACT AND SHOWN FOR REFERENCE ONLY. FOR CONSTRUCTION OF WATER FACILITIES SEE PLANS, DETAILS, AND SPECIFICATIONS BY CALIFORNIA WATER SERVICE COMPANY. 4. THE PROPOSED JOINT TRENCH, ELECTRICAL TELEPHONE, AND CABLE FACILITIES SHOWN ON THESE PLANS ARE NOT IN CONTRACT AND FOR REFERENCE ONLY. SEE PLANS, DETAILS, AND SPECIFICATIONS BY GIACALONE DESIGN, PACIFIC GAS AND ELECTRIC, PACIFIC BELL, AND TCI CABLE. 5. PROPOSED PROPERTY LINE AND EASEMENT INFORMATION SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. SEE SEPARATE FINAL MAP PLANS FOR BAY MEADOWS NO. 1 BY BRIAN KANGAS FOULK. 6. PROPOSED MONUMENTS SHOWN ON THESE PLANS REFERENCE SEPARATE FINAL MAP PLANS FOR BAY MEADOWS NO. 1 BY BRIAN KANGAS FOULK. ABBREVIATIONS SYMBOL DESCRIPTION APN ASSESSOR'S PARCEL NUMBER BC BEGIN OF CURVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION CB CATCH BASIN C&G CURB & GUTTER CL CENTERLINE CONC CONCRETE CSM CITY OF SAN MATEO DIA DIAMETER DWG DRAWING E ELECTRIC (E) EXISTING EASE EASEMENT EC END OF CURVE ELEV ELEVATION EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION (F) FUTURE F -F FACE -OF -CURB TO FACE -OF -CURB FL FLOW LINE FT FEET G GAS INV INVERT IE INVERT ELEVATION JT JOINT TRENCH L LENGTH LE LANDSCAPE EASEMENT LF LINEAR FEET L/S LANSCAPING LT, L LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM NO., # NUMBER NTS NOT TO SCALE OH OVERHEAD ROADWAY SYMBOLS rui SYMBOL PCC PG&E PKG , PL POB POE PRI PROP. PSDE POT PT&T P.U. PUE PVI RC RCP RDY RT. R R/W SD SDFL SDWK SEC SHT. SIC S.P.L. SS SSFL ST. STA STME TEL TEMP TSE TYP. UG UTIL W CURB RAMP CASE E, CALTRANS RNSP A88 LIP OF GUTTER, FACE OF CURB, AND BACK OF CURB CENTERLINE OF ROADWAY RIGHT OF WAY LINE SUF:VtY MONUMENT, CSM DETAILS 142 AND 143 CITY OF SAN MATEO (CSM) STANDARD DETAIL REFERENCES 142 STANDARD MONUMENT 143 STANDARD CAST IRON MONUMENT FRAME COVER AND RISER RING 146 STANDARD CONCRETE VALLEY GUTTER (P) DESCRIPTION POINT OF COMPOUND CURVATURE PACIFIC GAS & ELECTRIC PARKING PROPERTY LINE POINT OF BEGIN POINT OF END PRIMARY PROPOSED PROPOSED STORM DRAIN EASEMENT POINT OF TANGENT PACIFIC TELEPHONE PUBLIC UTILITIES PUBLIC UTILITY EASEMENT POINT OF VERTICAL INTERSECTION RELATIVE COMPACTION REINFORCED CONCRETE PIPE ROADWAY RIGHT RIGHT OF WAY STORM DRAIN STORM DRAIN FLOWLINE SIDEWALK SECONDARY SHEET SIGNAL INTERCONNECT CONDUIT SINGLE POLE LINE SANITARY SEWER SANITARY SEWER FLOWLINE STREET STATION STREET TREE MAINTENANCE EASEMENT TELEPHONE TEMPORARY TRAFFIC SIGNAL EASEMENT TYPICAL UNDERGROUND UTILITY WATER, WATERLINE MISCELLANEOUS SYMBOLS DETAIL NO. 2 ON SHEET 14 T a • • PMH C Y BASIS OF BEARING 4'6"x8'6"x6'6"D TELEPHONE PULLBOX 8'6"x4'6" PULLBOX SIZE 7 ELECTROLIER MANHOLE COVER STORM DRAIN INLET 50"x52" PADMOUNTED TRANSFORMER 80"x82" PMH-6 PAD 17"x30"x12" CATV FIRE HYDRANT STORM DRAIN LINE SANITARY SEWER LINE DOMESTIC WATER LINE JOINT TRENCH LINE THE BEARING BETWEEN FOUND CONCRETE STREET MONUMENTS ON FIESTA DRIVE AS SHOWN ON THE MAP OF "SAN MATEO VILLAGE UNIT NO. 6A", RECORDED IN VOLUME 37 OF MAPS AT PAGES 39 AND 40, SAN MATEO COUNTY RECORDS, TAKEN AS SOUTH 89'53'45" EAST. BENCHMARK THE PROJECT BENCHMARK IS THE CITY OF SAN MATEO BENCHMARK (CSM B.M.) # 64-1. RAMSET AT THE BACK OF THE WALK ON THE EASTERLY SIDE OF DELAWARE STREET AT 19TH AVENUE CHANNEL. ELEVATION = 102.001 (SM +100). THIS RECORD DOCUMENT HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. BKF ENGINEERS HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT BKF ENGINEERS RECORD DRAWING CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION SITE DEVELOPMENT PERMIT. THESE PLANS HAVE BEEN CHECKED FOR COIPIJANCE WITH S.I TLC. SEC. 2940 AND TIE APPLICABLE COIDmONS OF APPROVAL FOR PLAMEIG APPUCATICtI 'J . ENGINEERING AND DESIGN REMAINS THE SOLE RESPONSIBILITY OF TIE LIMBED CIVL ENGINEER SING THESE PLANS. DATE: 't VERIFY SCALES: BAR SHOWN IS ONE INCH ON ORIGINAL DRAWING. 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CONSTRUCTION ISSUE PO 0 a � X Q 0 �Forn C.) 1.0 Q 0c00 w II 0 0 N N a 3 \\ 0 C 0 0 4t w <n In 0 Or CO CO U) i D C C 0 KIIIIIIS • Surveyors • cm In L. In C CD C W CALIFORNIA 0 0 (11 0) 0 1--~ ZO a u) ON` w>_ H w Z °z >0Z8 o - OQ ao WI- NQ �Z4§ O a<<z Uml W % J • cc >- o Q Q ma 0 I- Q Q U) O I - CITY OF SAN VI C 0 IA t3� qP 18 a z a Date MAY 1999 ScaleAS NOTED 0] C co H d A A C a S. i Approved AJG Drawing Number T-02 2 0F 21 AS BUILT 3-18-2