Loading...
HomeMy Public PortalAbout2660 South El Camino Real - Midas MufflerII :J A P N: 0 3 9. 371.430 1\ ', 11 , A TITLE REPORT: FOUNDERS TITLE COMPANY % 1700 So EL CAMINO REAL % 1a L ` DRDER SA76N132D MATED, CA 94402 t II .A /\ II /� cG DATED JULY 24, 1984 { \ a /8,o;r N PROPERTY ADDRESS 2660 So. EL CAMINO REAL 4 SAN MATEO, CA. 1:. F.F. ELEV.:13.90 11 @ ENTRY t; C O N E T I L T - UP B L D G TOP AC TILE 11 Q • — 11 PROJEC...\ \ /1-1 TI ft �r. LL D l a G RAND A U T O �rs i BtDc '' 11 BENENMIRK TOP Of IF N = DETAIL ELEV. 13. O 1 '+ (N i S) 4 :, �� \ I 1' \ l ,2, \�` 1 f" s;F° yam, o� 0.55' .14 ' 4‘t "FACE OF BUILDING"- LINE o \ � �� ,ti ch S. LIME INCLUDES l o :Q ^ I, r. to 43 BLDG N 63. 35' 2" E Do8 LLE AR 0 165.35' PILLARS t. i �. 0.16' 1. -� 7 ! �[IfAR /+ I SITE • e! „to a, l \ .I 1 • 1 " 4 tI ` 1 ptE /y Jac q®.v ,'�% ' n'? ��•t� O - • Did Val Y• Qi, 11 ; iT \ 1 .h r E l TO .1 B `I C R Sie , ' 11 '1 , KIN SANI ARY FLIER .�� �,� ip �'a MANHOLE AT INTERSECTION `t 'F' % w 26'"/LACE AND EDISONSTce 1 t \ :4 \ LEA v'14.5G VICINITY MAP I /�a \ s 1: 11 / 3 0 1I 1•.1 o 1 AREA: 0.431 b �� "'1\�II L1 \ �Z w 1. , ca \ ;1 'E \ .� 04 IZ 51 1 t. ctn 0 \ 4, t.. ' .� IIt '`1 set* aCC % 11 L fi t/1 \ LZ °G \ . \ t\\ 4.4. \ \ s I' . NO O SCALE u, t - ' •ICI '1 o Co '1 1 SQ 5 r % \ A\�ti�y�#\�h11lEGEND I:.1 . l '1 p '1 ��`r,y PROPERTY LINE ��, 1 ..r�—s #R FlOutiNE a. s9` �,�` �1 ::I , ,, , ,, , , FENCE -1 i •F BUILDING(fAcE Dc-) f r CONCRETE V. 'I a _1 iI ,«' R `: ':, ® TREE rl D , s .,sFir • b SLOG.COE • , ' ' ` ;i \ o BOLLARD : C":MAIN LINK FENCE ' 0.12' OVER '-) \ BLDG.COR. ! :1 6.O.'4. BILK OF WALK ON TOP 0.1'CONCRET. WALL �1 VC 'OP OF PURE Jr 4 D.42' CLEAR � - .0 M' �? . J •— — . — _"� — = a _ -_ ! _ , �• r e s > P r �p I�� r� r, , , , , . 7 rY� 7 T . -r , , . , , , , , , , , ‘1 \ I TP TOP EF PAVEMEUF �:' t" �s ro 3 62 50' 30" U- fo.T' BLDG CDR I87. 6Z' �,1 ' '' O.la(DNC \ oyc' - I WALL' 0.06 CLEAR '-'`..:17. Fa`tiq` , JP JOINT POLE s " �` t 1 NV HIGH VOLTAGE f. t CLOCK WALL 4 1ie imps S H ED I. pp�A ONE STORY 0.0B: • '1 , D Y. SS SANITARY SEWER /l e°�•� i -- t. I C 0 N C. T I L T U P, B L D G. \ I' SD STORE DkAIN .� ,: / .8.26' MH MANHOLE '. , c I F „ Jo-emit-NAIL -CONC-NAIL \\ L 11 UV WATER VALVE WI WATER METER F F. ELEV. 15.05 II C.D. CLEAN DUF ENTRY 27r" /Et N L.0.6. LIP Of GUTTER (BOTTDn OF ALUMST MOUtDICAMIUG, CDNC.O SLAB) -- Imam -see Tat CURES ` -D.15' Re -order from Celitornia Reprographics DETAIL OF CONC.WALIS W LL Co G 2 Cia CD o�c C ce CZ m D-84288 2-3-09 E l Aloja(e/CK o/h 6.11 99 O t J -z yv Transfar/ner ///////iii/// ism \ /,ast..., co tRa'fA(Z,, GCNCZ61E \a pV 17 -,fit �L.19.56 by coNc• ' ur1 R tY nffC - US fllleAttry Cr tat HO \\,Ift= C04 -+G. pop-, IE /422 \t% ON C ss 7 Ciao au/ X11111111 11111 IIIIIi /* ) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Trench /a dain See niecL drys O0 N (r3" 35' 02' E 1(,5.35' b'4e ' ce00 r Tyr Y I ,t 'y • �l-rTING --> Jr"' ruivionc-_-nstec 7L /440... cvl3G,IgET re i I'I.AiaiIHG' /i471Ae-•• Leafs\ 11 /j3B ii PP!!!!II!1!1!!111_I11 frim \ \\ CB#.l-Asde/fit y th�. ; Rim Z88 /oar /oega /key 4m \ T. fcoe. • RP N1 ..Y11111111IIIIIIILI,I111!_— . 111/I I I -1 12A5 FR-, ELEV• Mg tot -O" 15210" r \ IF 070 If Chaffed 1 1 1 1 1 1 1 1 1 1 1 1.1 6 \I 14151. / TrercA /o drain S mech. ee cl�vgs. 0 tea- Folw� i.,^ND,ocr - \aq8 vrwwNao \4,0 20 0 TC-/44.5 \� C9#4-Ate/hK w on wed toe Kim. /f7B lf. 9/9 1 111 1 1 11 1111 1 11 1 tt i i ti 1 1II 5 &'1 50'30 W 151 Call pal/ e keir limg of rernova/ of (f) sidewalk curl taller DZi 'o tiL a lin yv gar wait strove. • "PK PLA.�ITI 331- t/earl Ov/ Soo ales EG 2G2 I wi719 32B N• D<I6, EL ,12.71 ro 1 • 01 MCP ////// /// SITE PLAN 1/8" : 1'—O" ' tend c i /5u&/119 rag f/bpeasu/'l A•oce S/opeascrY from rn • AC Puremeo/ IC PAS/NG PRA/NAM DETAIL t494011 eancrele OT/,S' 499. Dan 6 efabfradeprep PAVEMENT SECT/ON alepmard' e [imwo(k curb f elver ,fide \\ Construct new driveway,fir lo/ Trans .lids 1 \ !.'/falter (E) power pile rr efly?.o/% ;.•, Canoe ' 'u/.ir apror7 if) over_ 11 (E)/2"W4rsR L t4 2 TC AIM CB (1) 1/f 99 NekkaRfakeack (`) RIM r ea/ride AfhWif Rim a.57 If S. 77 NORTH Scale 1":8' u 5 LEGEND (1) CD TC If P,4V Cx/stinq Flow Ca/ch Bath? Top of care layer/ ehaa/ron Paying Bock of wa/k Submitted ,by: BRIAN • KANGAS • FOULK & ASSOCIATES CONSULTING ENGINEERS • PLANNERS • SURVEYORS 595 Price Ave. • Redwood Cdy, CA. 94063 • 415 365.0412 406 733-8450 David P Evans RC.E. 21539 Z___2/036, Date I - A Co/ Toni theroac nen/ Perry/ sba//be /Awed for at Me want tifhin the dote Eye/ a/ ray prior fo c,ie oein9 any work within Ile stales, jacati tiaa 2 - A/I sire wok shot Ie in con/er/nonce pith /he soi/ki'esfiia/iaq repay/ prepared by /oha-E 6eo%hriea/ Cantu//air/s be 120.8¢ 3- Had schedule ' 1/ Camino Rea/ to 92 - 92 /o Ox Ni Damp Tme resfri-pan: Sty - q €° /y -F Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall he made to apply continuously and not he limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, -excepting liability arising from the sole negligence of design professional. California Council of Civil Engineeu & Land Surveyor/ Q CL >- F— od _Z 0 cc cc r(13 e` �.e o e= ere uo W Q wW` .c,,, 2 0 s co C A(0 2N ct i) at V) L Cr zi _ J — J 747 7 OM W CC m a�gal Lb a • 10 rn U O 0 U `` V • Z > ZDa • CI: O u> CCU °y I Q• c Yz 5 O• • ce LaJ N W Vv Z • Contractor shall verily all dimensions and existing conditions prior to com- mencing work. Report any discrepan- cies to the architect. These plans and specifications are in- struments ofservice prepared for con- tract construction work and shall he used only under specific agreement with the architect. © NA 19 Shee' Number C2 D-84288 C VERTICAL CURS Wbrp when needed Se note 4 r Warp when needed note 4 I JOIn W Joir Front edge of sidewalk . a X Straight e` X "e jgrode ¢� o .■ o _Cy PLAN W Bottom of curb ELEVATION X Sidewoik S,y4 fa, ce ! DRIVEWAY DETAIL SnAlin,237An; IK"rn1Ya1 i)-TaPsaL LANDSCAPED AREAS 90% COMPACTION MIN. xn N 6" MIN. 9g' MAX. TYPE 11A" CURB &GUTTER Q CASE A Normal sidewalk NOTES: I. Case A normolly applies. 2. Use Case B when romp slopes would exceed 10% in Case A. 3 Use Case C when sidewalk slope would exceed 6% in Case B. Longitudinal slope of warped area adjacent to driveway shall not vary more than 6% from the longitudinal grade fine of the sidewalk. 4. X=3'-0" except for curb heights oar 10" where 4,1 slopes shall be used on curb slope. 5. X is variable when sidewalk is located where wheelchairs may traverse the surface. Slopes shall be 12.5°Je maximum. 6. Sidewalk and romp thickness"T"ol driveway shall be 4" for residential and 6"for com- mercial. 7. Difference in slope of the driveway romp and the slope of a line between the gutter and a point on the roadway 5 feet from gutter line shall not exceed 15%. Reduce driveway ramp slope, not gutter slope, where required. A.C. PAVEMENT (PER PLANS) y' -AGGREGATE BASE MATERIAL J (PER PLANS) Aiiial(06wC'rri/iv`V 9 6" MIN. 9" MAX, TRENCH BACKFILL PAVED AREAS 95% COMPACTION MIN. .SAND OR SALVAGED IMPORT BACKFILL 90% COMPACTION MIN. (SEE SPECS) INITIAL BACKFILL 90%'COMPACTION (SEE SPECS) _BEDDING MATERIAL {SEE SPECS) FULL WIDTH OF TRENCH - 45° BEND PLAN SANTA ,rte ROSA C%ST PRODUCTS CO.. Title: PRE -CAST CONCRETE DROP INLET - MODEL EK DESIGN C4 Date: FEBRUARY 1970 Dwg. No. B II R2 Re"` Page No. • t 71 \VEST COLLEGE. SANTA ROSA. CALIFORNIA 95401 • (707 1 546-5016 3/8" DIA. LOCKING BO 8 FLAT WASHER (SEE NOTE 9) FRAME ANGLE RATE BEARING 4" 12' LOCKING PIN BANDINGmF BAR NCTE: GRATE LOCKING DEVICE WILL NOT BE SUPPLIED UNLESS SPECIFIED. 5/16" DIA. RODS 4" o.c. WALL WALL TYPICAL SECTION GRATE BEARING DETAIL NOTES: I. UNITS ARE "TAILOR MADE" TO JOB REQUIREMENTS. 2. OPENINGS SHALL BE CAST AS REQUIRED TO MEET CONNECTING STORM DRAIN PIPING. 3. DEFLECTED OPENINGS MAY BE CHIPPED IN GREEN CONCRETE. 4. REFER TO MANUFACTURERS SPECIFICATIONS FOR DEPTHS OVER 5=0". 5. CONCRETE SHALL BE 3000 psi. AT 28 DAYS. 6. WALLS ARE REINFORCED WITH 4k4"-1010 WELDED WIRE MESH. 7. WALL$ ARE 4" THICK 8 BASE IS 6" THICK. 8. METAL FRAME AND GRATE SHALL BE GALVANIZED AFTER FABRICATION PER ASTM SPECIFICATION A123-59. 9. GRATE SHALL BE SECURED TO DROP INLET FRAME WITH ONE 3/8" DIA UNC STAINLESS STEEL MACHINE BOLT. OPTIONAL VANDAL P FIN FEATURE, ONLY WHEN SPECIFIED 10. CLEAR GRATE OPENING IS 0.78 s4.It. II. WEIGHT OF WALLS .PER VERTICAL FOOT: 260 lbs. 12. WEIGHT OF BASE (20"x 20"x6') •210 lbs. DROP INLET STANDARD FLUSHING INLET FOR 6` PIPE , PHOENIX P-7004 PR EQUAL., CON gMbIt EASE -1 WYE IF REQUIRED - CONC. PAD ELEVATION STORM OR SEWER PIPE L FRAME SIDE BAR 3/4'I.D. HOLFs TO RECEIVE 1/2 DIA. LOCKING PIN.(SEE NOTE 9) 3/16 GRATE STANDARD GRATE II BEARING BARS, FV4"x3/16' 2 BANDING BARS ('x3/16" HEAVY GRATE II BEARING BARS, I -3/4"x3/16' 2 BANDING BARS, 1-I/2"x3/16' /2' BEARING BARS U d la 3/8" BOLT (SEE NOTE 9) 5/I6" CIA. RODS d as GRATE FRAME STANDARD FRAME FV2'x I-V2'xV4" ANGLES I-V2"x 3/8" SIDE BARS HEAVY FRAME 2"x 1-1/2"x1/4" ANGLES 2"x3/8" SIDE BARS GENERAL NOTES _3/(x3/16" BAR FRAME ANCHOR WALL FRAME ANCHORAGE DETAIL JOINT DETAIL GROUT JOINT BETWEEN UNITS OVER 5' HIGH SANTA ROSA CAST PRODUCTS CO. Title: PRE -CAST CONCRETE DROP INLET - MODEL 2K DESIGN C4 Date: FEBRUARY 19 70 Dwg, No. 8 4482 Re.: Page No. • 171 WEST COLLEGE, SANTA ROSA, CALIFORNIA 95401 • (707) 546.5016 FRAME'. SIDE BAR 3/8" DIA. LOCKING BOLT & FLAT WASHER (SEE NOTE 9) FRAME ANGLE FRAME ANGLE BANGING - BAR GRATE LOCKING DEVICE WILL NOT BE SUPPLIED UNLESS SPECIFIED. 5116". RODS WALL WALL TYPICAL SECTION 'GRATE BEARING DETAIL NOTES: I. UNITS ARE "TAILOR MADE" TO JOB REQUIREMENTS. 2. OPENINGS SHALL BE CAST AS REQUIRED TO MEET CONNECTING STORM DRAIN PIPING, 3. DEFLECTED OPENINGS MAY BE CHIPPED IN GREEN 4 REFER TO MANUFACTURERS SPECIFICATIONS FOR DEPTHS OVER 5-ot 5. CONCRETE SHALL BE 3000 psi. AT 28 DAYS. G. WALLS ARE REINFORCED WITH 4"x4t40-St) WELDED WIRE MESH. T. WALLS ARE e THICK BASE IS 6' THICK. 8. METAL FRAME AN) GRATE SHALL BE GALVANIZED AFTER FABRICATION PER ASTM SPECIFICATION A123-59, 9. GRATE SHALL BE SECURED TO DROP INLET FRAME WITH ONE 3/8" DIA. UNC STAINLESS STEEL MACHINE BOLT. OPTIONAL VANDAI pROOFINQ FEATURE ONLY WHEN 10. CLEAR GRATE OPENING IS 3.12 wit I I. WEIGHT OF WALLS PER VERTICAL FOOT • 6001141 1. CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) (800)642-2444 PRIOR TO BEGINNING ANY CONSTRUCTION WORK. 2. CONTRACTOR SHALL REPLACE OR REPAIR, AT HIS OWN EXPENSE, ALL DAMAGED, REMOVED OR OTHERWISE DISTURBED WALLS, FENCES, SERVICES, UTILITIES, IMPROVEMENTS OR FEATURES OF WHATEVER NATURE TO THEIR ORIGINAL CONDITION, WHETHER SHOWN ON THE PLAN OR NOT. 3. WHEN PAVING OVER OR ADJACENT TO OLD STREETS, CONTRACTOR IS TO CONFORM WITH AND FEATHER EDGE INTO THE OLD PAVEMENT SUCH THAT A SMOOTH SURFACE RESULTS. FINIAL SURFACE SHALL BE SATISFACTORY TO THE CITY ENGINEER. 4. ALL SANITARY SEWERS SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS. 5. STRUCTURAL SECTIONS, TRENCHING AND ALL GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THE CRITERIA AND INTENT OF THE SOIL AND GEOLOGY REPORT. THE SOILS ENGINEER'S FIELD REPRESENTATIVE SHALL PROVIDE INTERPRETATION AS NECESSARY. SOILS ENGINEER SHALL FURNISH AN EARTHWORK REPORT TO THE CITY ENGINEER ON COMPLETION OF THE SITE WORK AND/OR AS REQUESTED BY THE CITY ENGINEER. 6. PUBLIC UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANIES AND A:J. APPLICABLE LOCAL ORDINANCES. SUBDIVIDER SHALL PAY THE COST OF ALL FEES, BONDS, PERMITS. ETC. 7. BACKFILL FOR ALL TRENCHES SHALL BE IN ACCORDANCE WITH "TYPICAL TRENCH SECTION". 8. CONTRACTOR IS TO MAINTAIN ALL FACILITIES UNTIL ACCEPTANCE BY CITY AND STATE. 9. CONTRACTOR IS TO COORDINATE HIS WORK WITH PUBLIC UTILITIES. 10. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL CERTIFY THAT ALL WORK AS PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. VARIATIONS SHALL BE DECLARED AND PRESENTED TO THE OWNER AND CITY IN WRITING UPON COMPLETION OF CONSTRUCTION. 11 . ALL NOTES APPEARING ON THESE PLANS SHALL BE CONSIDERED AS INCIDENTAL WORK AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 12. :HFEWCOCR::RACTOR WILL BE RESPONSIBLE FOR THE PROPER PLACEMENT OF ALL TRENCH SPOILS SUBJECT TO THE APPROvAL BY THE SOILS ENGINEER AND ENGINEER 13. WHEREVER, IN THE OPINION OF THE SOIL ENGINEER, AN UNSTABLE CONDITION IS BEING CREATED, EITHER BY CUTTING OR FILLING THE CONTRACTOR SHALL IMMEDIATELY CORRECT THE CONDITION BEFORE PROCEEDING WITH OTHER WORK. IF NECESSARY, THE SOILS ENGINEER WILL RE-EVALUATE DESIGN CRITERIA AND/OR REVISE THE GRADING PLAN ACCORDINGLY. 14. SOILS ENGINEER WILL NOT DIRECTLY CONTROL THE PHYSICAL ACTIVITIES OF THE CONTRACTOR OR ANY cU5CONTRACTOe OR THE CONTRACTOR'S OR SUBCONTRACTOR'S WORKMEN'S ACCOMPLISHMENT OF WORK ON THE PROJECT. CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR WORKING CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 15. THE PRESENCE OF THE SOILS ENGINEER'S FIELD REPRESENTATIVE AT THE SITE IS TO PROVIDE THE CLIENT A CONTINUING SOURCE OF PROFESSIONAL ADVICE, OPINIONS AND RECOMMENDATIONS BASED UPON THE FIELD REPRESENTATIVE"S FRAME SIDE BAR 3/4111.D. HOLE TO RECEIVE 1/2" DIA. LOCKING PIN.(SEE 264/27 V2" LOCKING • PIN GRATE STANDARD GRATE " 21 BEARING BARS, 14/4"x3/16" 2 BANDING BARS, rx 3/16" HEAVY GRATE 21 BEARING BARS, 2-lArx3/16" 2 BANDING BARS, ex 3/16' BEARING BARS 5/16" DIA KO (SEE NOTE 91 GRATE FRAME STANDARD FRAME HEAVY FRAME DROP INLET 3/4N3,46" BAR FRAME ANCHOR FRAME ANCHORAGE DETAIL WALL AteGin JOINT DETAIL GROUT JOtNT BETWEEN UNITS OVER HIGH OBSERVATIONS OF THE CONTRACTOR'S WORK AND DOES NOT INCLUDE ANY SUPERINTENDING, SUPERVISION, OR DIRECTION OF THE ACTUAL WORK OF THE CONTRACTOR, SUBCONTRACTOR OR IN THE CONTRACTOR'S OR SUBCONTRACTOR"S WORKMEN, NOR DOES ANY CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE CONDUCTED BY THE SOILS ENGINEER CONSTITUTE A REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE ON OR OFF THE PROJECT SITE AS A RESULT OF THE LACK OF DUST CONTROL. 17. DURING THE PROGR65S OF THE WORK THE CONTRACTOR SHALL KEEP THE PREMISES OCCUPIED BY HIM IN A NEAT AND CLEAN CONDITION, DISPOSING OF REFUSE IN A SATISFACTORY MANNER AS OFTEN AS DIRECTED, OR AS MAY BE NECESSARY SO THAT THERE SHALL AT NO TIME BE ANY UNSIGHTLY ACCUMULATION OF RUBBISH. 18. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS OF THE CITY OF SAN MATEO AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS DATED JANUARY 1981. 19. ANY ABANDONED UNDERGROUND PIPES EXPOSED DURING CONSTRUCTION SHALL BE REMOVED, ADEQUATELY PLUGGED OR A COMBINATION OF BOTH IN ACCORDANCE WITH THE CITY ENGINEER'S REQUIREMENTS. 20. CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ACCURACY OF THE ORIGINAL AND FINISH GRADES SET FORTH ON iNESE PLANS. IF HE DUES NOT AGREE WITH ANY OF THE INFORMATION PROVIDED, HE SHALL INDICATE SAME TO OWNER AND ENGINEER PRIOR TO COMMENCEMENT OF WORK AND IT WILL BE HIS RESPONSIBILITY TO PROVIDE SATISFACTORY EVIDENCE ON THE BASIS Of SUCH DISAGREEMENT PRIOR TO COMMENCEMENT OF WORK. DEMOLITION NOTES I. THE CONTRACTOR SHALL INCLUDE THE PROVISION OF ALL MATERIALS, EQUIPMENT AND APPARATUS NOT SPECIFICALLY MENTIONED HEREIN OR NOTED ON THE PLANS BUT WHICH ARE OBVIOUSLY NECESSARY TO COMPLETE THE WORK SPECIFIED. 2. THE WORK SHALL BE DONE UNDER THE SUPERVISION OF AND TO THE SATISFACTION OF THE CITY ENGINEER. 3. SPOIL, RuBB1SH AND DEBRIS RESULTING FROM DEMOLITION OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR TO BE PROPERLY REMOVED FROM THE WORK SITE AND DISPOSED OF OUTSIDE THE SITE IN A LAWFUL MANNER. 4. CONTRACTOR SHALL PROVIDE ADEQUATE DUST ALLEVIATION AND CONTROL MEASURES AT ALL TIMES DURING THE COURSE OF THE WORK. 5. DEMOLITION WORK SHALL NOT BEGIN UNTIL ADEQUATE TEMPORARY BARRICADES, BARRIERS, FENCES, WARNING SIGNS, LIGHTS, OR OTHER SUCH TRAFFIC AND PEDESTRIAN WARNING AND CONTROL DEVICES ARE IN PLACE. 6. UTILITIES AND IMPROVEMENTS TO REMAIN IN PLACE SHALL BE PROTECTED FROM INJURY OR DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS. ANY SUCH FACILITIES SO DAMAGED SHALL BE REPAIRED OR REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR. 7. EXISTING CONCRETE ASPHALT, OR OTHER SURFArE IMPROVEMENTS SHOWN OR CALLED FOR TO BE REMOVED SHALL BE DEMOLISHED AND COMPLETELY REMOVED FROM THE WORK SITE. SUBSURFACE BASE MATERIAL SHALL REMAIN UNLESS OTHERWISE SPECIFIED OR DIRECTED BY THE ENGINEER. (Contractor shall vents all dimensions and existing conditions prior to com- mencing work. Report any discirepan- :in to Os architect. These plans and specificationi are is- struments of serviix prepared foram - tract uenstrbction work aod shall be - used only under specific apt -eosin with the architect CO PSA 19 Location subject to approval of City Engineer No. 3 rebor oil around ARM LENGTH Bock of Sidraclk GENERAL NOTES 4"x 62"min . bond hole Square 6r o4 diameter wit wlih top oD 6" of base framed 30" swuore- 4- 1" diameter galvanized iron anchor bolts - 40" long with .4" bend top of boils top of bose and sw 520-0-2500 concrete -2.. conduit ( sweep ell ) copper weld ground rod 3 x 8-0" 4 STREET TYPE STANDARD LUMINAIRE MOUNTING HEIGHT ARM LENGTH REPRESENTATIVE POLE SIZE RESIDENTIAL 100 W HPSV 25' 0' 7M X 4 I " X 22 -6" COLLECTOrt 150 W HPSV 250 W HPSV 30' 8' 8" X 4 k" X 27'-6" ARTERIAL conduit w/ 2 No.8 capper 600 V THW conductors ( olternote location ) MOUNTING HEIGHT AC. 6' concrete 420- C- 2000 4" sand 011 around ( typical) I. POLES SHALL BE SPUN ALUMINUM 6063-T6, 0.188" NOMINAL WALL THICKNESS OR EQUAL. 2. LUMINAIRES SHALL HAVE INTEGRAL BALLAST AND INDIVIDUAL PHOTO CELL CONTROL UNLESS OTHERWISE SPECIFIED. 3. EACH POLE SHALL HAVE A FUSED DISCONNECT INSTALLED IN THE NO. 32 PULL BOX LOCATED ADJACENT TO THE ELECTROLIER BASE. 4. LUMINAIRE ARMS SHALL BE TAPERED ELLIPTICAL ALUMINUM 606 3—T6 ABLE TO ACCOMODATE 2" SLIPFITTER TYPE LUMINAIRES. 5. HIGH PRESSURE SODIUM VAPOR ( HPSV ) LUMINAIRE SHALL BE 240 VOLT UNLESS OTHERWISE SPECIFIED. 6. ANCHOR BASE SHALL BE FINISHED AND CONFORM TO SLOPE OF EXISTING SIDEWALK. 7. WHERE DIRECT BURIAL SECONDARY IS NOT AVAILABLE THE CONTRACTOR SHALL PROVIDE CONDUIT AND CABLE TO THE NEAREST SECONDARY SERVICE POINT PROVIDED BY P. G. 6E. STANDARD ALUMINUM ELECTROLIER INSTALLATION PROCEDURES I. AFTER ELECTROLIER LOCATIONS HAVE BEEN DETERMINED, THE UTILITY COMPANY WILL DIG ITS TRENCH TO CLEAR ELECTROLIER FOUNDATIONS. 2. THE CONTRACTOR SHALL POUR THE FOUNDATION AND INSTALL NO. 3 1/2 PULL BOX. 3. THE UTILITY CO. WILL RUN SERVICE FROM DIRECT BURIAL SECONDARY SERVICE INTO THE PULL BOX. 4. CONTRACTOR SHALL RUN CONDUCTORS FROM THE ELECTROLIER INTO THE PULL BOX. 5. THE UTILITY WILL COMPLETE THE INSTALLATION BY SPLICING CONDUCTORS IN THE PULL BOX. 6. INSTEAD OF POSITIONING THE PULL BOX AS SHOWN, PLACE IT BESIDE THE FOUNDATION ALONG A LINE FROM CENTER OF ELECTROLIER PARALLEL TO CURB FACE. 7. WHERE DIRECT BURIAL SECONDARY SERVICE IS NOT AVAILABLE AS SHOWN BELOW, THE CONTRACTOR SHALL PROVIDE CONDUIT AND CABLE TO THE NEAREST SECONDARY SERVICE POINT, PROVIDED BY P.G.&E. BACK OF SIDEWALK e' — CITY STANDARD ELECTROLIER AND FOUNDATION (SEE DRAWING NO. 3-I-162) CURB, S DEWALKTER AND \ 7— it 3 1/2 PULL BOX (SEE NOTE 6) SERVICE LATERAL UTILITY TRENCH' (A W a a. W 0 z v N `120/240 V. DIRECT BURIAL SECONDARY SERVICE. TYPICAL ELECTROLIER INSTALLATION WITH DIRECT BURIAL SECONDARY SERVICE A t 4 s TRAFFIC C=3 COM SIGNAL 0J i5 I/2, {� 19 I/2.. B 4--' PLAN it b I/Z'Knockout web 163/4" NOTE: cover reinf. is 3n6"9 and No. 11 go. steel . c rko 19" /8' SECTION A -A 3/16"9 bronze ifting hook COVER T crushed rock base 11 ga. ring NOTE: Location of box in relation to curb is variable. Cost brass hold down bolts lock cover down moke unit vandal -proof. TYPICAL INSTALLATION NO. 3l/2' WITH COVER a CONDUIT 1N PLACE Slot for turning 3/8" brass hex. nut 3/D" brass reg. washer Cost brass hold down bolt DETAIL OF COVER LOCK (2 REQ'D.) STANDARD NO 31/2 PULL BOX Copper Bonding Jump Brass Screws "� 12 Dram Clean Crushed Inscribe "TRAFFIC SIGNAL" when containing signal cable Omit for low voltage circuits Sidewalk Grade Precast Reinforced Concrete Seal with mortor Poured in field Roofing paper NOTE COPPER BONDING WITH METALIC CONOUtT ONLY DETAIL NO.I NO. 5 PULL BOX PLAN VIEW .{LT Foundation and Sump similar to DETAIL I DETAIL NO. 2 NO. 32 PULL BOX STANDARD PULL BOX INSTALLATION LONGITUDINAL SECTION GAS TIGHT MYME CANT uO mace wwaeaz • auto' ENO VIEW OIL 81 GRIT INTERCEPTOR l' nbFVNLFEa.E s 2 MATETeAL SiECIFICATIONS: 4 fr pCaOL 1E eleld,EN TTPE ski T m WSIYSVE Sff&JGTH G�M�NE5H aAg U4T C- Wa7ED a7ED 12�A$TM •4t-FKA 4*-OnS COrI^>TF1J O 7T MKS - MESS cEBTIFlE0 5,a T INED oN 6 SPANS) f RATER M AL- L INLEDC OR CA?-CtTY IN GA-LCNS A EI C O E F 250 -a • -11 54' - 1CCO -4 5-3 "-11 12 r -0 541 -11 ' -3 41 44) 1X;0 . 5-11 --11 E Oil -• ��✓jStll���yrr�rr� WIDTH /000 1000 -4 --0`fQ•lY 0 12X) I5Gn r 1- w 0 t/: 4- • ILADC W 1O�C • ce W 0. • t/f to W V V Z w et V m z. J Z D d 1 U et O m U O m *0 • ra 0' t Contractor shall verify alt dimensions and existing conditions prior to com- mencing work: Report any discrepan- cies to the architect. These plans and specifications are in- struments of service prepared for con- - tract construction work and shall he used only under specific agreement with the architect PSA 19 /e 2-3-09