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Bay Landing - 1 to 21 Bay Landing
S r' 98. SO rc � . 98.00FL e•4 �' N U) 98.GOTG 1/ 98. IOFP » at/ i. V 99.00rcl 1 98. SOFT' 2 a. 98.877C. TO .87FP 97.70 TAY 94.7/NV• STRIPE PARKING STALLS PER CITY STANDARDS (TYPICAL) CONSTRUCTION NOTES CONSTRUCT STANDARD "RESIDENTIAL p tz /VEVt/AyS / PER CS/P 3-/-/49 97.90 TC 97.007G /98.6 H.P. 99.50 FF 98.6 98.8 1 LOT /O lt:...._.._.....g4 s r_. e icirt get 60 99.33 H.P. 99.50 98.2 980 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL COMPLY ORDINANCES, STANDARD SPECIFICATIONS AND STANDARD PLANS CITY OF SAN MATEO AND THE VARIOUS UTILITY JURISDICTIONS. In 4, / 97.GOTc \,, t 97. IOT& 6"59- 990 - 8 WITH THE OF THE 2. UTILITIES AND UNDERGROUND FACILITIES INDICATED ARE FOR INFORMATION ONLY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH WITH THE APPROPRIATE AGENCIES. NEITHER THE OWNER NOR THE CITY OR THE ENGINEER ASSUMES RESPONSIBILITY THAT THE UTILITIES AND UNDERGROUND FACILITIES INDICATED WILL BE THE UTILITIES AND UNDERGROUND FACILITIES ENCOUNTERED. 3. THE GEOTECHNICAL INVESTIGATION PREPARED BY GEOFORENSICS, INC. DATED MAY, 1995, AND ALL ADDENDA THERETO, IS HEREBY MADE A PART OF THIS PLAN. THE CONTRACTOR SHALL READ THE REPORT AND ADDENDA AND BE FAMILIAR WITH ITS REQUIREMENTS. 4. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GRADING, ETC., AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS. 5. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY DEPT. OF PUBLIC WORKS PRIOR TO PERFORMING ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF SAN MATEO STANDARD SPECIFICATIONS AND STANDARD PLANS WHICH ARE HEREBY MADE A PART OF THIS PLAN. 7. EXISTING PRIVATE AND PUBLIC UTILITIES SHOWN HEREON REFLECT AVAILABLE RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES WHICH ARE TO REMAIN IN USE, WHETHER OR NOT SHOWN HEREON. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL NECESSARY UTILITY RELOCATIONS, IF REQUIRED, WITH THE APPROPRIATE UTILITY COMPANIES. 9. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND LICENSES TO DO WORK WITHIN THE CITY OF SAN MATEO PRIOR TO THE START OF CONSTRUCTION. 10. THE CONTRACTOR SHALL VERIFY THE FLOWLINE ELEVATION OF THE EXISTING SEWER AND STORM DRAIN AT THE POINT OF CONNECTION AND NOTIFY THE ENGINEER IMMEDIATELY IF MORE THAN 0.10 FOOT OF DIFFERENCE EXISTS FROM THIS PLAN. 11. THE CONTRACTOR SHALL COORDINATE THE SEWER, WATER AND STORM DRAIN CONSTRUCTION IN A MANNER TO PREVENT ANY CONFLICTS WHERE UTILITY LINES CROSS EACH OTHER. THE SEWER, STORM DRAIN, AND WATER CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PLANS FOR ALL OTHER UTILITIES FOR THIS DEVELOPMENT FROM THE OWNER, SHALL FAMILIARIZE THEMSELVES THEREWITH AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICT WITH THIS PLAN PRIOR TO THE START OF CONSTRUCTION. ALL DESIGN REVISIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. 12. ALL SEWER AND WATER SERVICES SHALL BE CONSTRUCTED TO WITHIN 5 FEET OF THE BUILDING UNLESS OTHERWISE SHOWN HEREON. THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATIONS, AND ELEVATION OF THE UTILITY SERVICES WITH THE BUILDING CONTRACTOR PRIOR TO THE INSTALLATION THEREOF AND SHALL NOTIFY THE ENGINEER AND OWNER IMMEDIATELY OF ANY DISCREPANCY FROM THIS PLAN PRIOR TO PROCEEDING. 13. ALL .SEWER CONSTRUCTION SHALL PROCEED FROM THE DOWNSTREAM CONNECTION TO THE UPSTREAM TERMINUS. 14. ALL MATERIAL SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE -NOTED. 99.50FF 98.2 PAP 99.40 FF 98.1 PAD 1 `r$ 7,41 nrr.(rs er 24, act re- h 0 98.47H° o / u NY‹, ALY'< 98.70 Tc 98.20„FL e to m 99.40 99.23 H•1'99.40 98./ 98.3 LQJ FL "J 't tan' atiti; ' %9M 99.40 99.25 1-� FF H.P. PAD o, rl 98.9 98.80Tc 98.30FP 99.40 FF 16.1 PAD 18.G 98.7 98.4 dxtp yl N 41 jZ ©cl'W 9z8oit3 t 90.6 /NV 9 10 4 /7857C 97.35 TG N sF _._r180_ 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AMPLE COVER FOR THE PROTECTION OF ALL INSTALLED UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT. 16. THE CONTRACTOR SHALL SCHEDULE, ARRANGE AND PAY FOR ANY WORK TO BE DONE BY THE SERVING UTILITY COMPANIES IN CONJUNCTION WITH AND NECESSARY FOR THE INSTALLATION OF THE COMPLETE AND OPERABLE UTILITY SYSTEMS SHOWN HEREON, UNLESS OTHERWISE NOTED. 17. REINFORCED CONCRETE STORM DRAIN PIPE SHALL BE CLASS III. P.V.C. STORM DRAIN PIPE SHALL BE PER ASTM D-3031 SDR35 WITH BELL AND SPIGOT RUBBER GASKET JOINTS. 18. ON -SITE AND OFF -SITE GRAVITY SANITARY SEWER PIPES SHALL BE P.V.C. PER ASTM D-3034 SDR 35 WITH BELL AND SPIGOT RUBBER GASKET JOINTS. 19. INSTALL LOCATION POST AT END OF ALL UNDERGROUND STUBS (4"x4" REDWOOD). 11 20. ANY IMPORT OF SOIL SHALL BE APPROVED BY THE SOILS ENGINEER PRIOR TO DISTRIBUTION OVER SITE. 21. ALL GRADING SHALL CONFORM TO THE CITY SPECIFICATIONS AND IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE TEMPORARY DRAINAGE FACILITIES DURING RAINY SEASON OPERATION AND PROTECT ALL GRADED AREAS FROM EROSION. HE SHALL REPAIR ANY AREAS OF EROSION PRIOR TO ACCEPTANCE OF GRADING. 23. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING ANY DUST NUISANCE CAUSED BY THE GRADING OPERATION. 24. CONTRACTOR SHALL OBTAIN THE CITY'S APPROVAL FOR ALL HAUL ROUTES TO AND FROM THE SITE. 25. A FOG SEAL COAT CONSISTING OF SS1 ASPHALTIC EMULSION AND 50% ADDITIONAL WATER SHALL BE APPLIED TO ALL FINISHED PAVEMENT SURFACES AT A RATE OF 0.05 GALLONS PER SQUARE YARD. 26. A PAINT BINDER OF SS1 ASPHALTIC EMULSION SHALL BE APPLIED TO ALL VERTICAL SURFACES OF EXISTING PAVEMENT, CURBS, GUTTERS, OR OTHER ADJACENT IMPROVEMENTS AT A MINIMUM RATE OF 0.02 GALLONS PER SQUARE YARD PRIOR TO THE INSTALLATION OF ASPHALT PAVING. 27. A PRIME COAT OF SC -70 LIQUID ASPHALT SHALL BE APPLIED TO ALL AREAS TO BE SURFACED WITH ASPHALT CONCRETE. THE APPLICATION RATE SHALL BE 0.25 GALLONS PER SQUARE YARD. flEftt 11 22' n° 2 / 2%2"A.C. OVER 6" CL. /1 AGG. BASE 27. MIN. 6t. /2"M/N. WIDTH of ri'F_,CMEA,t3LE-1.-,,-, MATERIAL WRAP WITH FILTER FA3R/C TYPICAL SECTION NO SCALE (a to tto `1•4' N 9 98.27T0 97 77IrP Construction contractor agrees that in accordance with generally accepted construction practices. construction contractor will he 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. 98.GoTC 98 Or /.5% u', 97,6071:18.157G 7,6071: ao 'j8 1576 V TN 97 IO Te iN 5 S INV. 98.25FF' `18.52 FP 98- Fly %7.52 FF' 4.<°/// ° , 9930 FF 98.OPAD 98.7 98.4 LOT Gov 98.8 r' i7', qG.5/NV 1Z 0,;/. M1; 99.50 99.13 H.P.• i1 . 99.50 99. /3 H.10 99.30 FF 98.0 PAD 98.4 98.4 44' pfw`98.7 t. R'• y`V if,Pq I:4 14 4.7 �q.G 98 54 t 6411.76 977 re 96.4 INV I it I". ¶8.3 28. PER THE DIRECTION OF THE FIRE INSPECTOR, RED -CURB WILL BE REQUIRED ALONG BOTH SIDES OF THE ENTIRE LENGTH OF THE STREET. THE CURB WILL BE LABELED AS A FIRE LANE, AND CITY STANDARD "FIRE LANE. - NO PARKING" SIGNS WILL BE POSTED AT 150 FEET (OR AS REQUIRED) SPACINGS. 29. SANITARY SEWER FORCE -MAIN SHALL 8,6 2 I/2" /?/A F'VC P/PE, SCHEDULE 130 (SoLVBNT WELD)• RECORD DRAWING r THESE D1cAW/Nes, SHEETS C-/ TO C-4, Ate eA8E0 UPON/ DATA /l2OV/.OE•C EY THE CONTRACTOR AA/0 NOT THE RESULT OF A FIELD INSPECTION. DANIEL G Mac LEO° Re S 35048' LIC. RENEW: 9130/99 CONC. CURB AND GUTTER (SEE DETAIL) 41/PERFORATED 5U8DRA/N PIPE. DEPTH AND LENGTH TO ,BE DETERMINED IN FIELD 6Y 60IL5 ,ENGINEER. PROPOSED STORM ��2"R. (TYP.) 'N ( Ole' s+J517 OA•TE 6 r 4 800 98.0TG 95.2INV. 14 CONCRETE CURB NO SCALE 98.7 HP 98.G 98.5 98.3/ TC 97.8/ TG 98.357x; (' 9785FL'' 19.20 99.0 H•I' 91.20 97.9 18.4 CELSOC CONSULTING ENGINEERS AND I AND RnEwttMM Of C,, m91pA 98.27 98 09 7Fe i 985 I 97.78 TO 97.28rG \98.7 981, 98.G H -P 18.6 18.5 UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized CELSOC changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. C4 98.207 e? '77.70FP2,11,* 98.o5TG Et 95.01.1N✓ J t 9� 7 LOT 3 /a/ �I a jt3, tk . 17.77G 4 90.SINV. 98.73 To 98. 23Tr,,;. 9 430 24' 30" E 1 <l CONCRETE CURB AND GUTTER 97.G TG 9G.2Inv.. Nr r„ (9 'us 98.9070 9t940FL 98.44 FP I I 99.50 FF 198.2 PAP \99;33-- • NN. , .33 Z. 9B•8 98_8 He 19.50'FIC H. Pp. 8.2 le. : LOTII h19 . mi 014 50 • / 9, CONS1,1. NG ENOTII is AND LAND a,,*NFN)11' OF CA, IMIMI., SEE CONTINUA TI CN THIS SHEET - O!' .. ,-(c 11 M44 M 7E* -t tr- vR •" n 1.087c. 98.58 FL 21 99-85 TG 99 3FP T. Soo,89' -.7 ._ 171 PAD nv. 99.0 CONTINUATION THIS SHEET fir 18,9 98.2 I'ADI 0 to to 18 le SAW CUT I. Mr. FROM Lip OF Gun's/el REMOVE eXt5t, coam rat DRIVEWAY au ta 4 I CC aws GRADING AND DRAINAGE PLAN C/TY SAN MAT -0 CALIFORN/A CIVIL ENGINEERING • LAND SURVEYING 1011 FURLONG ST.• BELMONT° CA 94002 0 (415) 593-8580 DRAWN BY: vrzAs SCALE: Ill= 20 DESIGNED BY: DAM: 12-2 I -95 CHECKED BY: oGlivi APP1). DRAWING NO. Ca l SHEET / OF 4 AS BUILT " ' 3 1 f 4 , W 8 z P I P E H A L F D I A M E T E R 0 m J N K 0 0 i n N L c o I �� m C O 0 N 9 4 . 0 I N V . 3 5 L F - ' 8 " P V C " 5 O . o / 2 5 L F - G " I r v c 6 n 0 . 0 . 2 , t t e 1 / 7 L F - 8 " P V C p �� e 8 5 5 5 6 L 1 - G " P V C 3 = 0 . 0 2 " ' L O T / 0 M O N O S w V . . r 3 W M ` 8 . 1 0 T G 4 . 9 / N V 3 5 L F & G " P V c 5 = 0 . 0 4 4 0 T 9 l 4 e . 1 C O N S T R U C T / O N N O T E S C O N S T R U C T S A N I T A R Y S E W E R P U M P S T A T I O N . S E E M E C H A N I C A L P L A N S F O R D E T A I L S A N D S P E C I F I C A T I O N S . I N S T A L L 4 " S E W E R c L E A N O U T A N D 4 " P V C S E W E R L A T E R A L A T 5 % A 4 / N . S L O P E . I N S T A L L G " S T O R M D R A I N C L E A N O U T T G / N V . / k 5 $ - W F M - �%- - S S M H S S C O C 5 P U N P A V S b A R E A U ) w " L E G E N D ' T O P O F G R A T E / A / V E R T E L E V A T I O N C E N T E R L I N E P R O P E R T Y L I N E S T O R M D R A I N L I N E S A N I T A R Y S E W E R L I N E W A T E R L I N E - F O R G E M A / N S A N I T A R Y S E W E R M A N H O L E S A N I T A R Y S E W E R C L E A N O U T C I T Y S T A N D A R D P L A N P A V E D A R E A C O M P A C T E D N A T I V E M A T E R / A L ( 9 0 % C O M P A C T / o N O N U N P A V E D A R E A ) ( 1 5 % C O M P A C T I O N U N D E 2 P A V E D A R E A ) P V C P / P E S A N D I B E D D / N G M A T E R I A L ( T Y R ) O N - S I T E S A N I T A R Y S E W E R A N D S T O R M _ - D R A I N T R E N C H D E T A I L N O S C A L E N e j e t . \ % t p r y ' A 1 % 7 T . 1 6 4 5 . 2 6 ' . o " E j i e l l 7 " - - w ' j r i N - e 5 5 9 W M G S L F - G ' P v c a = 0 . 0 2 S L O T 8 9 7 . 5 T G ' 7 6 . 3 / N V / 5 I t 0 U ) 0 3 0 - N Q U ) _ _ w 4 2 L F �� G " P V N J 5 - o . o - S 5 L O T 7 j o l w 1 W M 9 8 . 7 T G 1 5 . G 4 - I N V . 3 3 L F - G " P V c 5 0 . 0 2 N 4 1 . 2 2 ' o d i W M E T E R - 7 / " P V C A K e i W r I P V C L f 4 s l i l y . . . . 5 ' P r o s F C N C t l C ) ' 9 7 . 8 T G 9 6 . 8 / N V . " 1 1 S A N I T A R Y S E W E R P U M P C O N T R O L A N D E L E C T R I C A L P A N E L e l f / t . F A C E O F C U R S P R O P O S E D D W E L L I N G 1 4 . 1 2 4 1 r I I I I ' 9 6 . 3 } R E M O V E A N D R E P L A C E E X I S T 3 O L F - / 8 " R C / � 5 = 0 . 0 0 0 9 4 . 2 ( r S T A . 3 1 - 2 0 � j 1 3 ' / e T - / N V . ( I N S T A L L F I R E H Y D R A N T l ' E l e F I R E D E P T S T A N D A R D S r - 1 7 8 . 1 5 1 6 I N V . I N S T A L L 6 ' 7 x 6 " T P _ E _ _ _ ` i f W I T H 8 " . _ t 6 " G A T E - V A L V E S ) 3 5 L F - G ' " P V C = S ' l , ��t . 5 0 . 0 2 x ' u I ' W Y Z I P V C - I - S e N E D U L E S o J S S W M - 1 4 / L F - ' G " P ' 5 = 0 . 0 2 4 R E M O V E 4 R E P L A C E E X I S T 7 6 1 - F - / 8 ~ R C P I F . 5 = 0 . O b Q , . 1 C ' r . ( . r , F . T Y P I C A L W A T E R S E R V I C E T i e - / N ( N o e c A L E ) / ! - " 6 F R A M E S 4 G R A 7 E S T o S E T R A F F I C R A T E D 2 1 / 2 " A " C . O V E R a - a e n ' K P L A N W E E P H O E S 1 - F A C E o f c u e s S A L - T - / / 2 " D / A - W E E P H O L E S ��e " " J r - ��e � ' r y a P B R F . P / P E K - S T O R M D R A W S M C T / O N A - A P I P E T Y P I C A L D E T A I L F O R C . B . W E T O # G N O S C A L E 9 0 ' B E N D i C G E O . 0 0 ' l P L U G G E D R U N G A T E V A L V E 1 - 1 W M U ) U ) O ( 9 0 c i N 9 8 . 0 T 6 9 5 . 2 I N V G O L F - ' G " P Y C S = f ) . 0 2 9 7 . 7 T G 9 6 . 4 / N V . 3 0 L F ' - G " P V C 5 = 0 0 2 " 6 0 0 4 S s S S W W M f ; ' G 4 L F - G " P �%" c 5 = 0 . 0 2 S E E C O N T I N U A T I O N T A I / 1 / 4 9 S H F F T L O T " � I M O _ 8 " 8 1 1 0 1 _ , 1 2 ' 1 4 ' 1 1 8 1 8 ' C U , F T . C ( 4 ' 2 7 _ 3 3 - { 5 9 1 1 3 1 1 7 8 _ 2 3 2 2 9 3 1 0 ' T O 4 5 ' B E N D S - - H o l d d o w n B a r 2 ' w x - - 4 ` 3 m ' 9 O a h e . w / p l a s t i c T a p e W r a p I I I " l ����, " e l 7 ��N o . 4 ( r �� J t 2 ' O . C . V E R T I C A L B E N D P L U G G E D C R O S S r - ] 7 . i . N O T E : A l l T h r u s t M i r k a s h a l l h o a r a g a i n s t u n d i s t u r b e d E a r t h 2 . 2 2 1 2 ' V e n . B e n d r e q u i r e s 1 1 2 v o l . c o n c r e t e a s 4 5 " v e r t i c a l B e n d . A R E A a I N S O . F T . _ _ _ _ . . . _ _ _ _ _ _ _ _ _ S I Z E O F P I P E _ _ _ _ _ _ _ _ _ _ _ _ 8 ' 1 0 ' 1 2 ' 1 4 ' 1 6 ' 1 8 ' 6 1 3 1 8 2 5 3 2 4 1 5 i 1 0 1 4 1 8 2 2 2 3 4 5 7 1 9 1 2 1 1 2 2 3 4 5 6 U " T 1 . 5 4 6 9 1 3 1 8 2 3 2 9 R a s e d o n S o i l b e a t i n g v a l u e o f 2 0 0 0 b s . r e r e q . R a n d w a t e r p r e s s u r e o f 2 2 5 p s i f o r m a s r e q u i r e d t o k e e p c m n r s t e o f f o f m e c h a n i c a l j o i n t o r f l a n g e b o l t s , N O S C A L E T H R U S T B L O C K D E T A I L S F O R W A T E R L I N E . N O S C A L P 1 f 3 = F M * c i t O k f i u ) N 0 O I I N V ' 9 - 4 N N - 1 - 4 A / . r e a l - ^ 5 5 I N N 9 8 . 0 5 7 ' 6 1 5 . 0 4 - 1 N s ' a 0 L P - 6 " P V C 5 = 0 - 0 2 L O T . 3 7 7 p G T G 9 G _ 2 I N V . 8 4 9 * e a / 3 0 " f F M e t i n M Z t o V A L V E R E C O R D D R A W I N G D A N I W M G 4 L F + 6 ' P V c 5 4 0 . 0 2 1 7 . 7 T G C R I M P - L b D D D A T E k J 4 . 1 t t l c t 2 V V - 4 C i e 2 Z Q L O 1 1 0 L . F . 8 " P V C 1 . 0 L O T i c y 6 . t ' a . W M 1 - 4 t O 0 0 1 1 , g u y 4 4 ; 7 e 3 � 7 5 7 4 i , v v . 9 7 5 7 - G Q i n o i t o ' t o 0 3 0 L F - G " P V c 1 7 1 8 5 4 0 * w e a s t 4 7 g a y d i r , 9 9 7 I N S T A L L 1 8 L F - F O R T R E N C H D E T A I L ) C O N N E C T T o V P G R a w / e t , I A / F O R M A T / O N A D D C O N T R O L / A w e t 1 4 5 E W E R O V E K F L O W V P G R e V U T I L I T Y P L A N � B A Y L A N D I N G " c i r y O F S A N M A T E O , C A L I F O R N I A C I V I L E N G I N E E R I N G " L A N D S U R V E Y I N G 1 0 1 1 F U R L O N G S T . " B E L M O N T " C A 9 4 0 0 2 " ( 4 1 5 ) 5 9 3 - 8 5 8 0 D R A W B Y : V P G D E S I G N E D B Y : D R A W I N G N O . 6 2 . 3 - 9 5 A C H E C K E D B Y : , 0 A P P ' D . S H E E T 2 O F 4 A S B U I L T 4 /00- 99 — 98 — 9G- - — 99 — 92- 5 _NW 794. a_ /NV a 94:5 327 LF C PVC s no.01 • 57A -5+3G, C.3.#5 to N Os 11 scio 1,2 L. 5"pVG . / •i 0.01 4Z m U I to 0 iri o, tr tO wt II — /00 W — 99 W —98 — 97 h - 96 -95 z-94 41— 93 -92 — 9/ I` /00— W N 99 — 98— Z 97" IG- 95— '4— V) SZ O PLAN FORM SLOPED BOTTOM IN FIELD IF REQUIRED NOTES STAG 7125 /j „PVC LA 0- 0 S STA. 7/77, 5SMH #2 /t/M. 999 See FRAME ANb COVE/ DETAIL THIS SHEET. 2 %2 "'PVC (SCHEDIJLE.6O) FORCE MA/N P/PE /52 LF "PVC (5PR 35) SSINeg OVEKFLO 7 CUSTOM PRECAST CONCRETE " MARCH, 1967 O•. N0 DI DROP INLETS ""' I -2G -es PA""' I -I Santa Ina Cad Products CMeipany Alt WEST COLLEGE AVE. • SANTA ROSA, CA 113401.170713465013 FRAME ANGLE GALV. STEEL GRATE SEE NOTE -I FRAME AND GRATE TYPICAL SECTION LIFTING NOTE PIPE ADDITIONAL T ISOMETRIC JOINT AS REQUIRED oN STRUCTURES OVER 4-0' DEEP GROUT PIPE IN PLACE I. FRAMES AND GRATES MAY EE SPECIFIED AS STANDARD OR HEAVY. HEAVY GRATES ARE DESIGNED FOR H2O HIGHWAY LOADING. ALL GRATES ARE !BICYCLE PROOF. OPTIONAL ORATE LOCKING DEVICE AVAILAILE ON REQUEST. SEE DWG, NO. LOCK, PAGE 1.4. 2. FOR SURFACE AND DISCHARGE OPTIONS AvAILAILE SEE DWG. No.S I -E, S I -S. 3. FOR AND GRATE DETAILS SEE PAGES I -E, S I-/. FRAME SIDE OAR PIPE OPENINGS CAST IN PER PLANS DROP INLET TABLE MODEL A B C EN 12 12 4 BK 16 16 5 1K 16 24 5 2K 24 24 5 3K 24 30 5 5K 30 30 6 IL 24 36 6 IM 36 36 6 3L 24 46 6 3M 36 46 6 IR 48 46 6 OININIIONC at IN INCHES HEK"MOCEL 0 j1BK•M00EL 0 '11K "MODEL r 9 tri K 2 NO S • ti)� EX /ST. GRADE ON YO/CX AVENUE L< INSTALL Co" GLOW " � FLAP GATE (HUB END) w /NU. • 96.7 LF.. 6 "PVC. 5 a O.0/ 8 I STANDARD 24" HEAVY DUTY PRESSURE TYPE MANHOLE F'RAME AND COVER 24" CLEAR OPENING N14NI4t S00 utIsp N MACHINES 100 4'It" NOTE: 20+11 23/14 K to II I/e- rig NEol•RENE 4ASKET 4.1/E"ICK-HCAD STAPILESS STEEL POETS MACNINASIfCOVENI i SPECIAL It AD PRESSURE ENOMERNG DISHED SPE!]FY WI•N ORDER.* CASTINDs Tonto 1N ASPIUI.T PAINT WHEN ORENIND SPECIFY LETTERING DESIRED N ANY PHOENIX IRON WORKS CATALOG NO. P -/0O2 APPROVED EQUAL /9 ACCEPTABLE MANHOLE # 2 COVER DETAIL NO SCALE CONNECT 70 EXIST. 65MH PROFILE HOR. SCALE' 1"s20' VER. SCALE: 14=2' RECORD DRAWING DA /EL_ GI Mac 1_ E. g C,E 39C04 -B tIC. ,e.eNW 9/30/99 Nov. 5/77 DA 7 REV ADO 5EWER OVERFLOW DESCRIPTION 2-12-26 VPG 2-9- 96 ax PATS PROFILE AND DETAILS °BAY LANDING" CUT OF STAN MATEO, CALIFORNIA PREPARED FOR: YWYLLI5 LeONHAROT4MICHAEL COUNTS PAAcLCOD QSSS CUT s5 CIVIL ENGINEERING • LAND SURVEYING 1011 FURLONG ST. • BELMONT • CA 94002 • (415) 593-8580 C-3 DRAWN DV: Vj SCALE: A5 SHOWN DESIGNED BY: DATE: /2-21-75 CHECKED BY: p&G M App'D. DRAWING NO. 823-15A SHEET 3 OF 4 AS BUILT O 98.50 TC 2 98.00FL pqy tp 4, 98.60 TO 96• IOFP' 2% 99.00TC /98.50FP 98.877' 98.37re\ ---u 0 98./370 97 G3FP INSTALL TEMPORARY STRAW SALE AROUND CATCH BASIN (TYPICAL) AN Q1 97.50 TC 97.00 T6 2% T' m N 98.77TC 98. e7PP\ 98.6 El 98.Ge 98.9 / 199.50 PP 98.2 PAD 98.0 98.8 14 At, r 97.70 T 96.7 /N C0 CONSTRUCTION NOTES 1 ' 98.70 TO 411 98.20FL n ;t W �a � 98.47PPo 96.63 FP 98.47FP 97.60 re �� pfr 97./070'" :• ee M r �• 99.33 H.P. 1 o%2% 19) o rt 15.1076 T�98.2370 99.50 98.2 99.50 Si 91. S3 PAD 98.7 L 98.7/ 98.5 96.9 98.7 �/--� 18.107G 8 7C>, ♦� 96.3/NV.N ‚17.73 fP \ii/ 99.50FF 98.2 PAP Tr -_r 98.8 H.P If 7 99.0 G"es- 8 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL COMPLY WITH THE ORDINANCES, STANDARD SPECIFICATIONS AND STANDARD PLANS OF THE CITY OF SAN MATEO AND THE VARIOUS UTILITY JURISDICTIONS. 2. UTILITIES AND UNDERGROUND FACILITIES INDICATED ARE FOR INFORMATION ONLY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH WITH THE APPROPRIATE AGENCIES. NEITHER THE OWNER NOR THE CITY OR THE ENGINEER ASSUMES RESPONSIBILITY THAT THE UTILITIES AND UNDERGROUND FACILITIES INDICATED WILL BE THE UTILITIES AND UNDERGROUND FACILITIES ENCOUNTERED. 3. THE GEOTECHNICAL INVESTIGATION PREPARED BY GEOFORENSICS, INC. DATED MAY, 1995, AND ALL ADDENDA THERETO, IS HEREBY MADE A PART OF THIS PLAN. THE CONTRACTOR SHALL READ THE REPORT AND ADDENDA AND BE FAMILIAR WITH ITS REQUIREMENTS. 4.- THE CONTRACTOR IS RESPONSIBLE FOR MATCHING E SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS. XISTING STREETS, WITH A SMOOTH , GRADING, ETC., GRADES OR CROSS 5. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY DEPT. OF PUBLIC WORKS PRIOR TO PERFORMING ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF SAN MATEO STANDARD SPECIFICATIONS AND STANDARD PLANS WHICH ARE HEREBY MADE A PART OF THIS PLAN. 7. EXISTING PRIVATE AND PUBLIC UTILITIES SHOWN HEREON REFLECT AVAILABLE RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES WHICH ARE TO REMAIN IN USE, WHETHER OR NOT SHOWN HEREON. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION. . 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL NECESSARY UTILITY RELOCATIONS, IF REQUIRED, WITH THE APPROPRIATE UTILITY COMPANIES. 9. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND LICENSES TO DO WORK WITHIN THE CITY OF SAN MATEO PRIOR TO THE START OF CONSTRUCTION. • 10. THE CONTRACTOR SHALL. VERIFY THE FLOWLINE ELEVATION OF THE EXISTING SEWER AND STORM DRAIN AT THE POINT OF CONNECTION AND NOTIFY THE ENGINEER' IMMEDIATELY IF MORE THAN 0.10 FOOT OF DIFFERENCE EXISTS FROM THIS PLAN. 11. THE CONTRACTOR SHALL COORDINATE THE SEWER, WATER AND STORM DRAIN CONSTRUCTION IN A MANNER TO PREVENT ANY CONFLICTS WHERE UTILITY LINES CROSS EACH OTHER. THE SEWER, STORM DRAIN, AND WATER CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PLANS FOR ALL OTHER UTILITIES FOR THIS DEVELOPMENT FROM THE OWNER, SHALL FAMILIARIZE THEMSELVES THEREWITH AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICT WITH THIS PLAN PRIOR TO THE START OF CONSTRUCTION. ALL DESIGN REVISIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. 12. ALL SEWER AND WATER SERVICES SHALL BE CONSTRUCTED TO WITHIN 5 FEET OF THE BUILDING UNLESS OTHERWISE SHOWN HEREON. THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATIONS, AND ELEVATION OF THE UTILITY SERVICES WITH THE BUILDING CONTRACTOR PRIOR TO THE INSTALLATION THEREOF AND SHALL NOTIFY THE ENGINEER AND OWNER IMMEDIATELY OF ANY DISCREPANCY FROM THIS PLAN PRIOR TO PROCEEDING. 13. ALL .SEWER CONSTRUCTION SHALL PROCEED FROM THE DOWNSTREAM CONNECTION TO THE UPSTREAM TERMINUS. 14. ALL MATERIAL SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE' NOTED. Y # K )4 u1 7 n' s tr 23/4 Pi 989/ 91.40 FF 98.1 PAD 98.8 H.P. 98.7 18-5 b 98.3 v 4E F L ---4-4-7•,-- 1W .. INSTALL TEMPORARY SILT FENCE ALONG PROPERTY LINE. v^e SEE DETAIL THIS SHEET "r° v 18.7o TC 98.20,FL 4)' of W Ton 98.47FP 0-/9663 tti t� • . to m 98.G5FP E, 18.80TC 98.30FP : :1 19.40 91.40. ,‘ 99.23 99.23 %.. : H.P 91.40 FP H P. 18. / PAb 98.41, <, 98.4• l t ,i 'id -yam # 98 7 ienoL 98.9 8.9 99.40 FF 16./PAO 98.G 98.7 18.-6e-op a♦sh A 92 0 7.870.___ -• 96.3,0w eA rN41 SZOo W mY 10 f/ 97.85 TG S, 97.35TG 98.G57G 95. G4/NV. Ir 98.65 t0 I 98. /5FP 2l 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 be 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. 98.GOTC 98.10 FLtc' t �• .4-/ M Soy, V S 4 00' l.5% ' 2.5' ten: cry 97.6076 ao .\t Pt.:9a 98.1576 STN 97 /O TG TN 95.51Nv Ut 98.02 TG27TG `18.25FP 9 8.52 FP `/8.02 FP 97.52 FP 9.7 P 1 I- ' /17 7F C 18.9oTC 18.40FP f /e7 • tN 97807G� / - 9G.6/NV. r 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AMPLE COVER FOR THE PROTECTION OF ALL INSTALLED UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT. 16. THE CONTRACTOR SHALL SCHEDULE, ARRANGE AND PAY FOR ANY WORK TO BE DONE BY THE SERVING UTILITY COMPANIES IN CONJUNCTION WITH AND NECESSARY FOR THE INSTALLATION OF THE COMPLETE AND OPERABLE UTILITY SYSTEMS SHOWN HEREON, UNLESS OTHERWISE NOTED. 17. REINFORCED CONCRETE STORM DRAIN PIPE SHALL BE CLASS III. P.V.C. STORM DRAIN PIPE SHALL BE PER ASTM D-3031 SDR35 WITH BELL AND SPIGOT RUBBER GASKET JOINTS. 18. ON -SITE GRAVITY SANITARY SEWER PIPE SHALL BE P.V.C. PER ASTM D-3034 SDR 35 WITH BELL AND SPIGOT RUBBER GASKET JOINTS. OFF -SITE GRAVITY SANITARY SEWER PIPE SHALL BE V.C.P. PER CITY STANDARDS. 19. INSTALL LOCATION POST AT END OF ALL UNDERGROUND STUBS (4"x4" REDWOOD). 11 20. ANY IMPORT OF SOIL SHALL BE APPROVED BY THE SOILS ENGINEER PRIOR TO DISTRIBUTION OVER SITE. 21. ALL GRADING SHALL CONFORM TO THE CITY SPECIFICATIONS AND IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE TEMPORARY DRAINAGE FACILITIES DURING RAINY SEASON OPERATION AND PROTECT ALL GRADED AREAS FROM EROSION. HE SHALL REPAIR ANY AREAS OF EROSION PRIOR TO ACCEPTANCE OF GRADING. 23. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING ANY DUST NUISANCE CAUSED BY THE GRADING OPERATION. 24. CONTRACTOR SHALL OBTAIN THE CITY'S APPROVAL FOR ALL HAUL ROUTES TO AND FROM THE SITE. 25. A FOG SEAL COAT CONSISTING OF SS1 ASPHALTIC EMULSION AND 50% ADDITIONAL WATER SHALL BE APPLIED TO ALL FINISHED PAVEMENT SURFACES AT A RATE OF 0.05 GALLONS PER SQUARE YARD. 26. A PAINT BINDER OF SS1 ASPHALTIC EMULSION SHALL BE APPLIED TO ALL VERTICAL SURFACES OF EXISTING PAVEMENT, CURBS, GUTTERS, OR OTHER ADJACENT IMPROVEMENTS AT A MINIMUM RATE OF 0.02 GALLONS PER SQUARE YARD PRIOR TO THE INSTALLATION OF ASPHALT PAVING. 27. A PRIME COAT OF SC -70 LIQUID ASPHALT SHALL BE APPLIED TO ALL AREAS TO BE SURFACED WITH ASPHALT CONCRETE. THE APPLICATION RATE SHALL BE 0.25 GALLONS PER SQUARE YARD. IIElfr II- j CO NC. C4/ /C15 (SEE DETAIL) 22' 2/' 2/2"A.C. OVER G" CL.11 AGG. 6A65 27. M/1./. WIDTH OF PE,RMEA,BLE MATE/Z/AL TYPICAL SECT/ON NO SCALE 97.7 TG 96.3 /N V. hi 1 9� � ` 0 I,7 G"- 111'18 a N 9/ I 98.8 18.8 99.30 FF 98.OPAD 98.7 98.4 I 0Y`/�� - 0. 98.3 s� 1 ♦ �H l µ._ 411-1.....44.4 �.1 99.30 . . 99/30 • 1r 99.13 99- /3 H.P. 99.30 98.0 98.4 97.70 TG 9G. 5/N V. 12 lam_ 0 P,11.E_ t per ' H. P FF PAO .1\9g.ro 98.5J 7&9.30FF `j8.0 PAD 98. � H 8A5 98.c' 98.4 .V �L s� c i '11, 4,: G49.76'97.7 TG 13 TrA 40/��98 2 f✓ ti 9&.4 /NV. 1. Set posts and excavate a 4"x4" trench upslope along the line of posts. 3. Attach the filter fabric to the wire fence and extend it into the trench. 4. Backfill and compact the excavated soil. Extension of fabric and wire into the trench. Filter Fabric 2. Staple wire fencing to the posts. --Wire t1fiJ=1111 L ,01 not Flow 4" vertical face fNBEDDING DETAIL Angle first stake toward previously laid bale Flow ---,I.- 3 Wire or nylon bound bales placed on the contour 2 re -bars, steel pickets, or 2" x 2" stakes 1 1/2' to 2' in ground i� II STRAW BALE ANCHORING DETAIL NO SCA L E No 35048 '4' 98.0 TG 95.2 /NV. 14 98.G 98.7 Kr 98.6 98.7./ 98.5 k AV - 5'8.35r0 e 9785FL ha to •te` Ill 98.09FP U 98.2`7 4," Fr'e `ei_4 99.20 99.03 H. P. 99.2o 97.9 98.4 i 17.7 rG 9G. 5 /NV. 15 CELSOC rowaanwo Ewod.ol .wD L,.wn Sii.Nm..,w ru m"wu g 97.78 TC N • 99 20' ' 99.03 FF PAD 98.4 T. 97.28TC, ^eUA Q' N UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unat r$4orized CELSOC changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. 1(\i' 498.2071 f, 17.70 Ff?4 1"� O2• 98.0576 1\98.7 98;4I 91.20F( 17. TrAD ,r'-{ 98.G 18.5 98.5 \98.7 �G4 See CONTINUATION TN/S SHEET 3 98.73 70 98. 23 FP V to I0 96./ T ..1t;. TAR£ th 4 op 98. 7C 98.40FL -C 98.46 FP' • 11. SO FPI 18.2 PAO 18.8 98.8 0 Commis/Iwo !wog SEE COA/T/NUA770A/ 211 98.73 Tc• 98.3 / -•, 97.776 re:2%l9G'. H. fit 11.50 18.2 -.4 1/0 awe 18.58 FL INSTALL Z21X50' TEMPORARY sEE DETAIL THIS sHEET• AO et/ 99.o coi 18 2rADI -ar 18.1 co co T Existing ground Existing ground 414 SW PROFILE Public Right - of -Way Provide appropriate transition between Stabilized Construc- tion Entrance and Public Right - Right -of - Way AN Stabilized Construction Entrance TEMPORARY STABILIZEO CONSTRUCTION ENTRANCE Design and Construction Specifications 1. The material for construction of the nad shal I be 2 to 3 inch stone. 2. The thickness of the Dad shall not be less than 1 inches. 3. The width of the pad shall not be less than the full width of al l points of ingress or egress. 4. The length of the pad shall he as required, but not less than SU feet. 5. The entrance sha 1 l be maintained in a condition that will prevent tracking or flowing of sediment onto pub c rights -of -way. This may require periodic too dressing with additional stone as conditions demand, and repair and/or cleanout of any measures used to trap sediment. All sediment spilled, drooped, washed or tracked onto public rights -of -way shall be removed immediately. When necessary, wheels shall be cleaned to remove sediment prior to entrance onto publ c rights -of -way. When washing is required, it shall be done on an area stabil fzed with crushed stone that drains into an approved Sediment trap or sediment basin. All sediment shal l be prevented from entering any storm drain, ditch or watercourse through use of sand bags, gravel , boards or other approved metnods. 11.55 pt 11.7 t, 100 FP _eurreit lc MOVE aeXIS:a__ Cato AMO curreg, AN cr 0 tti RECO MO DRAWING Nov 5;1,17 'cc E 35048 CO N neoL PLAN "BAY LANDING" CITY OF sAA/ MATEO, CALIFORNIA PREPARED FOR: PHYLLI5 LEONHARDT .5' MICHAEL couNTS- CIVIL ENGINEERING • LAND SURVEYING 1011 FURLONG ST.• BELMONT° CA 94002 • (415) 593-8580 DRAWN BY: yrs DRAWING NO. 823 -154 C-4 DESIGNED BY: CHECKED BY: DGA,/ APP.D. AS BAJILT