ENTRY SIDEWALK IMPROVEMENTS

Size: px

Start display at page:

Download "ENTRY SIDEWALK IMPROVEMENTS"

Archibald Gordon
6 years ago
Views:

1 CONSRUCION DOCUMENS FOR ENRY IMPROVEMENS SCCD FIRFIELD CMPUS SUISUN VLLEY RD SOLNO COLLE RD. SOLNO COLLE RD. SOLNO COMMUNIY COLLE SOLNO COLLE RD. ROCKVILLE RD. PROJEC SIE SCLE: NS LEND EXISING BOLLRD SIGN LIGH POS MOUNED POWER POLE (WIH GUY) SNIRY SEWER CLENOU SORM DRINGE RE DRIN SORM DRINGE CLENOU SORM DRINGE CCH BSIN SORM DRINGE CURB INLE SORM DRINGE DROP INLE RFFIC LIGH FOUND / SE CONROL POIN CONOUR MJOR CONOUR MINOR CURB, GUER ND FENCE / SWLE RIGH OF WY REINING WLL SNIRY SEWER SORM DRIN REE DRIPLINE PROPOSED 06/9/7 ISSUED FOR BID/NO FOR CONSRUCION SS SS KSB SS GENERL NOES. WORK SHOWN HEREON SHLL BE DONE IN CCORDNCE WIH HE CIY OF FIRFIELD SNDRD CONSRUCION PLNS ND SPECIFICIONS, LES EDIION, SOLNO COMMUNIY COLLE SNDRD PLNS ND DEILS, HE SNDRD SPECIFICIONS FOR HE SE OF CLIFORNI DEPRMEN OF RNSPORION, LES EDIION,ND HE PPLICBLE UILIY GENCY SNDRD PLNS ND SPECIFICIONS, LES EDIION.. HE CONRCOR SHLL SSUME SOLE ND COMPLEE RESPONSIBILIY FOR HE JOB SIE CONDIIONS, INCLUDING SFEY OF LL PERSONS ND PROPERY, DURING HE COURSE OF CONSRUCION OF HIS PROJEC. HIS REQUIREMEN SHLL PPLY CONINUOUSLY, ND SHLL NO BE LIMIED O NORML WORKING HOURS. HE CONRCOR FURHER GREES O HOLD DESIGN PROFESSIONL HRMLESS FROM NY ND LL LIBILIY, REL OR LLED, IN CONNECION WIH HE PERFORMNCE OF WORK ON HIS PROJEC, EXCEPING LIBILIY RISING FROM HE SOLE NLIGENCE OF HE DESIGN PROFESSIONL. 3. CONRCOR SHLL HOLD HRMLESS SOLNO COMMUNIY COLLE ND IS UHORIZED REPRESENIVES FROM LL LIBILIIES ND DMGES RESULING FROM HIS CONSRUCION OPERIONS. 4. PRIOR O COMMENCING CONSRUCION OPERIONS, HE CONRCOR SHLL VERIFY LL INERFCES BEWEEN EXISING CONDIIONS ND NEW CONSRUCION FOR GRDING, DRINGE, UNDERGROUND, ND OVERHED FCILIIES, INCLUDING LOCION ND ELEVION OF EXISING UNDERGROUND OR GRDE FCILIIES CROSSINGS WIH PROPOSED UNDERGROUND FCILIIES. IF CONDIIONS DIFFER FROM HOSE SHOWN ON HE PLNS, HE CONRCOR SHLL NOIFY HE ENGINEER ND SHLL NO BIN CONSRUCION OPERIONS UNIL HE CHNGED CONDIIONS HVE BEEN EVLUED. 5. HE CONRCOR SHLL BE RESPONSIBLE FOR HE REVIEW ND COORDINION OF LL CONRC DOCUMENS PRIOR O HE SR OF CONSRUCION. NY DISCREPNCIES H OCCUR SHLL BE BROUGH O HE ENION OF HE ENGINEER PRIOR O HE SR OF CONSRUCION SO H CLRIFICION CN BE ISSUED. NY WORK PERFORMED IN CONFLIC WIH HE CONRC DOCUMENS SHLL BE CORRECED BY HE CONRCOR HEIR OWN EXPENSE. 6. HE ENGINEER PREPRING HESE PLNS WILL NO BE RESPONSIBLE FOR, OR LIBLE FOR, UNUHORIZED CHNGES O OR USES OF HESE PLNS. LL CHNGES O HE PLNS MUS BE IN WRIING ND MUS BE PPROVED BY HE ENGINEER. 7. NOES ND DEILS ON DRWINGS SHLL KE PRECEDENCE OVER GENERL NOES ND YPICL DEILS. WHERE NO DEILS RE GIVEN, CONSRUCION SHLL BE S SHOWN FOR SIMILR WORK. 8. LL ESEMENS OR OHER ENCUMBRNCES SHOWN OR REFERENCED IN HESE PLNS OR DISCLOSED IN HE ILE REPOR RE SUBJEC O INHEREN OR EXPLICI RESRICIONS. HE CONRCOR IS RESPONSIBLE FOR DEERMINING HE IMPC OF HESE RESRICIONS ON HIS OR HER INEN FOR HE PROPERY. 9. HE CONRCOR SHLL OBIN LL NECESSRY PERMIS FROM HE CIY OF FIRFIELD ND PPROPRIE JURISDICIONL GENCIES FOR DISCHRGE OF GROUNDWER H MY BE NECESSRY O CCOMPLISH WORK SHOWN ON HESE PLNS. 0. WER SHLL BE USED O CONROL DUS DURING CONSRUCION OPERIONS.. OUDOOR NOISENERING CONSRUCION CIVIIES (INCLUDING BU NO LIMIED O RPID IMPC COMPCION (RIC) GRDING, RENCHING, CONCREE PLCEMEN, SWING ND HMMERING) SHLL BE LIMIED O HE HOURS BEWEEN 8 M. ND 5PM, MONDY HROUGH FRIDY. FOR QUESIONS RRDING CONSRUCION HOURS ND/OR RELED NOISE, PLESE CONC HE ENGINEER.. HE CONRCOR SHLL NOIFY HE GEOECHNICL ENGINEER 48 HOURS PRIOR O COMMENCING WORK. HE GEOECHNICL ENGINEER SHLL OBSERVE CONSRUCION O VERIFY H EXISING ND INSLLED CONDIIONS RE CONSISEN WIH HE GEOECHNICL REPOR. 3. IF, NY IME DURING GRDING OPERIONS, NY UNFVORBLE GEOLOGICL CONDIIONS RE ENCOUNERED, GRDING IN H RE WILL SOP UNIL PPROVED CORRECIVE MESURES RE OBINED. 4. LL GRDED BNK OPS ND OES SHLL BE. 5. LL RMPS ND OHER CCESSIBILIY CCOMMODIONS RE INENDED O COMPLY WIH HE CURREN SNDRDS UNDER HE MERICNS WIH DISBILIIES C. HE CONRCOR SHLL NOIFY HE ENGINEER IF NY PROPOSED IMPROVEMENS RE NO CONSISEN WIH HE SNDRDS. 6. LL SREES SHLL BE SWEP ND KEP CLEN HE END OF ECH DY ND SHLL COMPLY WIH LL PPLICBLE MCSOPPP, NPDES REQUIREMENS FOR HE DURION OF HE PROJEC WORK. 7. HE CONRCOR SHLL CONC UNDERGROUND SERVICE LER (8) MINIMUM OF 48 HOURS PRIOR O EXCVION. 8. HE CONRCOR SHLL OBIN N O.S.H.. PERMI FROM HE CLIFORNI DIVISION OF INDUSRIL SFEY PRIOR O HE CONSRUCION OF RENCHES OR EXCVIONS WHICH RE OR DEEPER. LL RENCHES IN DEPH OR GREER SHLL BE SHORED ND BRCED CCORDING O SE LW. 9. UILIIES S SHOWN CONFORM O VILBLE RECORD D. HE EXISENCE, LOCION ND CHRCERISICS OF UNDERGROUND UILIY INFORMION SHOWN ON HESE PLNS HVE BEEN OBINED FROM REVIEW OF VILBLE RECORD D. NO REPRESENION IS MDE S O HE CCURCY OR COMPLEENESS OF SID UILIY INFORMION. I IS HE CONRCOR'S RESPONSIBILIY O VERIFY LOCION ND DEPHS BY POHOLING OF LL UILIIES WIH PPROPRIE GENCIES, ND O KE PRECUIONRY MESURES O PROEC HE UILIY LINES SHOWN ND NY OHER LINES NO OF RECORD OR NO SHOWN ON HESE PLNS. NY CONFLICS SHLL BE REPORED IMMEDIELY O HE ENGINEER. 0. CONRCOR SHLL PROVIDE LL MERIL, LBOR, EQUIPMEN, FOR INSLLION, IMPLEMENION, ND MINENNCE OF LL SURFCE WER POLLUION PREVENION MESURES HROUGHOU HE FULL EXEN OF HE PROJEC.. HIS SURVEY DOES NO REFLEC FINL BOUNDRY DEERMINION. HE BOUNDRY SHOWN HERON IS DEPICED FOR GRPHICHL PURPOSES ONLY.. DISNCES SHOWN RE IN FEE ND DECIMLS HEREOF. 3. HORIZONL ND VERICL DUM IS BSED ON LOCLIZION OF ERIL SURVEY CONROL PROVIDED BY SOLNO COLLE. 4. HESE PLNS COMPLY WIH LL CURREN PPLICBLE D/DG FOR PROW LWS HE IME OF PREPRION. FIRFIELD SOLNO CLIFORNI SHEE INDEX C0.0 COVER SHEE ND GENERL NOES C.0 IMPROVEMEN PLN C. IMPROVEMEN PLN C.0 DEILS ND SECIONS C. CURB RMP GRDING ND LYOU DEILS BBREVIIONS B C CR BSW CJ CL CP CR GGRE BSE SPHL CONCREE CCESS COMPLIN RMP BCK OF CONROL JOIN CENERLINE / CONROL LINE CONROL POIN CURB REURN BSIS OF OPOGRPHY OPOGRPHY SHOWN WS PERFORMED BY FIELD SURVEY ON SEPEMBER 9, 06 BENCHMRK C&G CG&SW VERICL DUM IS BSED ON LOCLIZION OF ERIL SURVEY CONROL FROM MOUNIN PCIFIC SURVEYS DED 0, ND PROVIDED BY SOLNO COLLE BSIS OF BERINGS HORIZONL CONROL IS BSED ON LOCLIZION OF ERIL SURVEY CONROL FROM MOUNIN PCIFIC SURVEYS DED 0, ND PROVIDED BY SOLNO COLLE. SOLNO COMMUNIY COLLE CURB ND GUER CURB, GUER ND COVER SHEE ND GENERL NOES DL EL EP EX. FC PPROVL: RFFIC ENGINEER RCE # DYLIGH EXISING GRDE ELEVION EDGE OF PVEMEN EXISING FCE OF CURB FG FL FS HP JP LF LP NS FINISH GRDE FINISH SURFCE GRDE BREK HIGH POIN JOIN POLE LINER FEE LOW POIN HIS SIGNURE IN NO WY RELIEVES HE DESIGN ENGINEEER OF LIBILIY. HIS SIGNURE SIGNIFIES H HE WORK IS IN GENERL CONFORMNCE OF HE CIY'S GUIDELINES, PRCICES, POLICIES, GENERL PROVISIONS, ND SPECIFICIONS. NO O SCLE O.C. P.C.C. PRO SF SW C P UNO DE: EXPIRION ON CENER PORLND CEMEN CONCREE PROPOSED SQURE FEE OP OF CURB OP OF PVEMEN UNLESS NOED OHERWISE C0.0 N..S. 0/09/07 D C:\Users\salsa\appdata\local\temp\cPublish_64\C0.0 COVER SHEE.dwg 06/5/07 0:59 PM salsa :

2 MCHLINE SEE SHEE C. KEYNOES REPLCE EXISING NONCOMPLIN CURB RMP WIH CSE "" CURB RMP PER CLRNS SD PLN 88, SEE DEIL 6 ON SHEE C.0 NEW CSE "F" CURB RMP PER CLRNS SD PLN 88, SEE DEIL 7 ON SHEE C.0 NEW PEDESRIN CONCREE WLK, SEE DEIL ON SHEE C.0 NEW 0' WIDE "BSIC" SYLE CROSSWLK SRIPING PER CLRNS SD PLN 4F (YELLOW COLOR) NEW DEECBLE DOME WRNING FLUSH WLK, SEE DEIL 4 ON SHEE C.0 RELOCE EXISING SREE SIGN S DIRECED BY DISRIC PEDESRIN CROSSING SIGN PER M.U..C.D. W PROEC EXISING SIGNL / LIGH POLE IN PLCE. EXISING PUSH BUON O BE RELOCED O DJCEN POLE (SEE KEYNOE 6) DJUS EXISING UILIY BOX O NEW FINISH GRDE NEW YIELD LINE PER CLRNS SD PLN 4E PROEC EXISING SIGNL / LIGH POLE IN PLCE. INSLL RELOCED PUSH BUON FROM DJCEN POLE PER CLRNS SD. PLN ES7, (SEE KEYNOE 5) 06/9/7 ISSUED FOR BID/NO FOR CONSRUCION SS SS KSB FIRFIELD SOLNO CLIFORNI NEW FLUSH CURB CURB RMP CROSSINGS. PROEC EXISING SIGNL / LIGH POLE IN PLCE. LOWER EXISING PUSH BUON O 3'4" BOVE FINISHED SURFCE PER CLRNS SD. PLN ES7. PROEC EXISING SIGNL BOX O REMIN IN PLCE NEW CSE "G" CURB RMP PER CLRNS SD PLN 88, SEE DEIL 8 ON SHEE C.0 EXISING CROSSWLK O REMIN, REFRESH WIH WHIE HERMOPLSIC SOLNO COMMUNIY COLLE IMPROVEMEN PLN REMOVE HEDGE (PPROX. 70 LF) O IMPROVE SIGH VISIBILIY, REPLCE WIH URF SIMILR O DJCEN ND DJUS IRRIGION S NEEDED. HE CIY LNDSCPE SECION SHLL BE NOIFIED OF COMPLEION FOR PPROVL NEW YIELD O PEDESRIN CROSSING SIGN PER M.U..C.D. R5 NEW PGE 7x30 SPLICE BOX CONNECED O EXISING SPLICE BOX NEW " CONDUI RUN O NEW SREELIGH (±33 LF) C.0 " = 0' 0/09/7 D P:\04\4640\DWG\_Drawings\CD\C.0.dwg 06/5/07 0:59 PM salsa :

3 MCHLINE SEE SHEE C.0 KEYNOES REPLCE EXISING NONCOMPLIN CURB RMP WIH NEW CSE "F" CURB RMP PER CLRNS SD PLN 88, SEE DEIL 7 ON SHEE C.0 NEW CSE "" CURB RMP PER CLRNS SD PLN 88, SEE DEIL 6 ON SHEE C.0 NEW NO PSSING SRIPING PER DEIL CLRNS SD. PLN 0, SEE PLN FOR LENGH NEW YIELD O PEDESRIN CROSSING SIGN PER M.U..C.D. R5 RELOCED SOP SIGN ND PRKING LO USE SIGN NEW PEDESRIN CONCREE WLK, SEE DEIL ON SHEE C.0 NEW PDDLE DELINEOR R6B NEW 0' WIDE "BSIC" SYLE CROSSWLK SRIPING PER CLRNS SD PLN 4F (YELLOW COLOR) REMOVE ND REPLCE NONCOMPLIN NEW FLSHING CROSSWLK SIGN NEW YIELD LINE PER CLRNS SD. PLN 4E 06/9/7 ISSUED FOR BID/NO FOR CONSRUCION SS SS KSB FIRFIELD SOLNO CLIFORNI SOLNO COMMUNIY COLLE IMPROVEMEN PLN C. " = 0' 0/09/7 D P:\04\4640\DWG\_Drawings\CD\C..dwg 06/5/07 0:59 PM salsa :

4 HRDSCPE FINISH SURFCE WHERE PPLICBLE " INCLUDE HICKENED EDGE WHERE DJCEN O LNDSCPING LNDSCPE FINISH SURFCE WHERE PPLICBLE R = /" CONCREE (WIDH VRIES, SEE PLNS) 4" 4" CLSS II GGRE BSE COMPCED O 95% R.C. SCRIFY ND RECOMPC SUBGRDE O 90% R.C. OR S DIRECED BY GEOECHNICL ENGINEER. PEDESRIN CONCREE DEIL (SCCD SNDRD DEIL NO. 0) OOLED JOIN W / /4" RDII EDGES /4" MX. /4" OOLED CONROL JOIN. CONSRUC CONROL JOINS WIHIN 4 HOURS OF POUR.. CONROL JOINS SHLL BE O.C. CONROL JOIN FOR PEDESRIN CONCREE PVEMEN /4" RDIUS (YP.) PORLND CEMEN CONCREE PVING PORLND CEMEN CONCREE PVING [ t ] PER PLN (PER CONCREE DEIL) 0.45" OP DI. 4.3".4" MX.3".4" MX 0.0" RISED RUNCED DOME RISED RUNCED DOME PERN (INLINE) DEECBLE WRNING SURFCE NEW SPHL SURFCE DEECBLE WRNING SURFCE NEW GGRE BSE COURSE 0.90" BSE DI. " OVERLP. CURB RMPS SHLL HVE DEECBLE WRNING SURFCE H EXENDS HE FULL WIDH ND 3'0" DEPH OF HE RMP.. DEECBLE WRNING SURFCES O BE YELLOW UNLESS OHERWISE NOED IN PLNS OR SPECIFICIONS. 3. HE EDGE OF HE DEECBLE WRNING SURFCE NERES HE SREE SHLL BE BEWEEN ND 8" FROM HE GUER. WIDH PER PLNS EXISING PVING 3' SWCU FULL DEPH PROEC EDGE BIUMINOUS CK CO EXISING GGRE BSE COURSE O BE PROECED ND REMIN UNDISURBED O PREVEN LOSS OF DENSIY ND SUPPOR UNDER EXISING PVEMEN SEE NOE 5 GUER 6 9% MX CURB PLNING RE SEE NOE 4 GUER OP OF RMP MX PLN VIEW MX SEE NOE 3 SECION OP OF RMP MX MX 9% MX CURB FRON EDGE OF CSE "" CURB RMP (PER CLRNS SD. RSP 88 PLN VIEW PLNING RE REINING CURB (BOH SIDES OF RMP). IF LOCED ON CURVE. HE SIDES OF RMP NEED NO BE PRLLEL, BU HE MINIMUM WIDH OF HE RMP SHLL BE.. SIDE SLOPE OF RMP FLRES VRY UNIFORMLY FROM MXIMUM OF 9% CURB O CONFORM WIH LONGIUDINL SLOPE DJCEN O OP OF RMP. 3. RNSIIONS FROM RMPS ND LNDINGS O WLKS, GUERS OR SREES SHLL BE FLUSH ND FREE OF BRUP CHNGES. 4. COUNER SLOPES OF DJOINING GUERS ND ROD SURFCES IMMEDIELY DJCEN O ND WIHIN 4 INCHES OF HE CURB RMP SHLL NO BE SEEPER HN :0 (5.0%). GUER PN SLOPE SHLL NO EXCEED " OF DEPH FOR ECH '0" OF WIDH. 5. CURB RMPS SHLL HVE DEECBLE WRNING SURFCE H EXENDS HE FULL WIDH ND 3'0" DEPH OF HE RMP. 4'0" WIDE DEECBLE WRNING SURFCE MY BE USED ON WIDE CURB RMP. DEECBLE WRNING SURFCES SHLL CONFORM O HE DEILS ON HIS PLN ND HE REQUIREMENS IN HE SPECIL PROVISIONS. 6. ND RMP HICKNESS, "", SHLL BE 3 " MINIMUM U.N.O. 7. UILIY PULL BOXES, MNHOLES, VULS ND LL OHER UILIY FCILIIES WIHIN HE BOUNDRIES OF HE CURB RMP WILL BE RELOCED OR DJUSED O GRDE BY HE OWNER PRIOR O OR IN CONJUNCION WIH, CURB RMP CONSRUCION. 8. FOR REROFI CONDIIONS, REMOVL ND REPLCEMEN OF CURB PRON WILL BE HE CONRCOR'S OPION, U.N.O. 9. DEECBLE WRNING SURFCE MY HVE O BE CU O LLOW REMOVL OF UILIY COVERS WHILE MININING FULL DEECBLE WRNING WIDH ND DEPH.. IF LOCED ON CURVE. HE SIDES OF RMP NEED NO BE PRLLEL, BU HE MINIMUM WIDH OF HE RMP SHLL BE.. RNSIIONS FROM RMPS ND LNDINGS O WLKS, GUERS OR SREES SHLL BE FLUSH ND FREE OF BRUP CHNGES. 3. COUNER SLOPES OF DJOINING GUERS ND ROD SURFCES IMMEDIELY DJCEN O ND WIHIN 4 INCHES OF HE CURB RMP SHLL NO BE SEEPER HN :0 (5.0%). GUER PN SLOPE SHLL NO EXCEED " OF DEPH FOR ECH '0" OF WIDH. 4. CURB RMPS SHLL HVE DEECBLE WRNING SURFCE H EXENDS HE FULL WIDH ND 3'0" DEPH OF HE RMP. 4'0" WIDE DEECBLE WRNING SURFCE MY BE USED ON WIDE CURB RMP. DEECBLE WRNING SURFCES SHLL CONFORM O HE DEILS ON HIS PLN ND HE REQUIREMENS IN HE SPECIL PROVISIONS. 5. ND RMP HICKNESS, "", SHLL BE 3 " MINIMUM U.N.O. 6. UILIY PULL BOXES, MNHOLES, VULS ND LL OHER UILIY FCILIIES WIHIN HE BOUNDRIES OF HE CURB RMP WILL BE RELOCED OR DJUSED O GRDE BY HE OWNER PRIOR O OR IN CONJUNCION WIH, CURB RMP CONSRUCION. 7. FOR REROFI CONDIIONS, REMOVL ND REPLCEMEN OF CURB PRON WILL BE HE CONRCOR'S OPION, U.N.O. REINING CURB B PLNING RE SEE NOE 5 GUER 8 4: MX NEW PEDESRIN WLK SEE DEIL HIS SHEE YPICL PEDESRIN WLK SECION ' 4: MX ' FS (C.6') EX. C&G 8' FS (C.') NEW PEDESRIN WLK SEE DEIL HIS SHEE MX PLN VIEW OP OF RMP MX SEE NOE 3 9% MX CURB SECION CSE "G" CURB RMP (PER CLRNS SD. RSP 88 EX. CURB YPICL PEDESRIN WLK SECION 6' C (MX.) VRIES. IF LOCED ON CURVE. HE SIDES OF RMP NEED NO BE PRLLEL, BU HE MINIMUM WIDH OF HE RMP SHLL BE.. SIDE SLOPE OF RMP FLRES VRY UNIFORMLY FROM MXIMUM OF 9% CURB O CONFORM WIH LONGIUDINL SLOPE DJCEN O OP OF RMP. 3. RNSIIONS FROM RMPS ND LNDINGS O WLKS, GUERS OR SREES SHLL BE FLUSH ND FREE OF BRUP CHNGES. 4. COUNER SLOPES OF DJOINING GUERS ND ROD SURFCES IMMEDIELY DJCEN O ND WIHIN 4 INCHES OF HE CURB RMP SHLL NO BE SEEPER HN :0 (5.0%). GUER PN SLOPE SHLL NO EXCEED " OF DEPH FOR ECH '0" OF WIDH. 5. CURB RMPS SHLL HVE DEECBLE WRNING SURFCE H EXENDS HE FULL WIDH ND 3'0" DEPH OF HE RMP. 4'0" WIDE DEECBLE WRNING SURFCE MY BE USED ON WIDE CURB RMP. DEECBLE WRNING SURFCES SHLL CONFORM O HE DEILS ON HIS PLN ND HE REQUIREMENS IN HE SPECIL PROVISIONS. 6. ND RMP HICKNESS, "", SHLL BE 3 " MINIMUM U.N.O. 7. UILIY PULL BOXES, MNHOLES, VULS ND LL OHER UILIY FCILIIES WIHIN HE BOUNDRIES OF HE CURB RMP WILL BE RELOCED OR DJUSED O GRDE BY HE OWNER PRIOR O OR IN CONJUNCION WIH, CURB RMP CONSRUCION. 8. FOR REROFI CONDIIONS, REMOVL ND REPLCEMEN OF CURB PRON WILL BE HE CONRCOR'S OPION, U.N.O. 9. DEECBLE WRNING SURFCE MY HVE O BE CU O LLOW REMOVL OF UILIY COVERS WHILE MININING FULL DEECBLE WRNING WIDH ND DEPH. EX. C EX. C EX. C. CONSRUCION JOINS SHLL BE CONSRUCED PER PROJEC SPECIFICIONS.. CONSRUCION JOINS SHLL EXEND FULL DEPH OF PVING. NOE:. REFER O SPHL PVEMEN SECION DEIL FOR DIMENSIONS, SUBGRDE PREPRION ND OHER REQUIREMENS. SEE NOE SECION 8. DEECBLE WRNING SURFCE MY HVE O BE CU O LLOW REMOVL OF UILIY COVERS WHILE MININING FULL DEECBLE WRNING WIDH ND DEPH. NEW PEDESRIN WLK SEE DEIL HIS SHEE EX. CURB 3 CONSRUCION JOIN FOR CONCREE WLKWYS 5 SPHL PVEMEN SWCU/CONFORM 7 CSE "F" CURB RMP (PER CLRNS SD. RSP 88 C YPICL PEDESRIN WLK SECION 06/9/7 ISSUED FOR BID/NO FOR CONSRUCION SS SS KSB FIRFIELD SOLNO CLIFORNI SOLNO COMMUNIY COLLE DEILS ND SECIONS C.0 N..S. 0/09/7 D P:\04\4640\DWG\_Drawings\CD\C.0 DEILS.dwg 06/5/07 0:59 PM salsa :

5 0.0% 0.9% 6.5% 4.6% 3.% 0.3%.0% 6.0%.6%.3% 4' 0.0% CURB RMP DEIL (CSE "") B CURB RMP DEIL (CSE "F") SCLE: " = SCLE: " = SCLE: " = SCLE: " = C CURB RMP DEIL (CSE "F") D PEDESRIN REFUGE RE ISLND DEIL 4 5.4% 3 ±8' 6.% 6.% 0.9%.4%.4% 5.3% 4.8% 7.% 7.4% 6.3' 0.7%.%.5% 4.% 3.9% 4.8%.3%.4%.3% 8' E CURB RMP DEIL (CSE "G" ND CSE "F") F CURB RMP DEIL (CSE "F") SCLE: " = SCLE: " = SCLE: " = SCLE: " = G CURB RMP DEIL (CSE "") H CURB RMP DEIL (CSE "") ±7.8' KEYNOES DJUS EXISING UILIY BOX O NEW FINISH GRDE PROEC EXISING SIGNL / LIGH POLE IN PLCE PROEC EXISING SIGNL BOX O REMIN IN PLCE 3.3% 3.5%.4%.4%.0% PROEC EXISING HEDWLL.8% 4.0% I ±8'.6% CURB RMP DEIL (CSE "F") SCLE: " = SCLE: " = J CURB RMP DEIL (CSE "F") 06/9/7 ISSUED FOR BID/NO FOR CONSRUCION SS SS KSB FIRFIELD SOLNO CLIFORNI SOLNO COMMUNIY COLLE CURB RMP GRDING ND LYOU DEILS C. " = 0' 0/09/7 D P:\04\4640\DWG\_Drawings\CD\C.GRDING DEILS.dwg 06/5/07 0:0 PM salsa :

5 (1.52 m) max. setback. Lower landing. Ramp side flare. Depressed curb and. gutter. Flush with top of (150) roadway curb and top of sidewalk

5 (1.52 m) max. setback. Lower landing. Ramp side flare. Depressed curb and. gutter. Flush with top of (150) roadway curb and top of sidewalk Sidewalk widh 5 (.5 m) ypical, 4 (. m) Sidewalk widh 5 (.5 m) ypical, 4 (. m) Side Lower landing 5 (.5 m) max. seback (.83 m) side flare :0 max. Lower 5 (.5 m) max. seback (.83 m) landing Side and side