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Home My WebLink About2370 Q O� N Q FROPOSED NORTH TOP OF CURB P FILE - t UND - EX BT 6R0 u� NO. te 0 :i ZW r -- - — -- - - - - � 1548 .32 OF BASE MATERIALS AND/ OR SURFACING . GENERAL NOTES NORTH TOP OF CU90 N I`DING 3 I� th �'� 1 PL_ t= F.I..-$•G.F I C, -SEXIST. IrOGE OF PAVEMENT S. AT THE COMPLETION OF ROUEN GRADING A MATER/ALS REPbRT AND THE I. ALL WORK SHALL BE DONE IN ACCORDANCE j ill! THIS IS PLAN � Ti IJr SAN P�EI2NAFR- — - rz � STD. b'8-,4 o PROPOSED STRUCTURAL SECTION $HALL BE SUt3MITrm BY THE FW0jE4.T � Q tt2 ENGINEER TO THE S1'AT1 Or- GAL.IFOFRNIA DEPAfZTME SIT• OF TRANS - w w BENCH MARK OA-rA -CH18r CROS ON 5-E. CORNER OF RC -C. HEAOWAI-L AT _ ' , PORTATION FOR REVIEW AND EVALUATION • APPROVAL SHALL BE GIVEN EXIST. PAVEMENT p EX15T. GROUND N.E. CORNER OF BERYL STREET AND NINETEENTH $71?EET ELEV. 1527.04. o zkW W W N� Q. N v NORTH TOP OF CUlm j w tL 3• "AT THE COMPLETION OF PAVING A MATERIALS RFM�RT SHALL BE Q Co. T14M- AP12120VAL OF THIS PLAN DOt_S NOT INCLUDETHe Eg7IMAT7E 15x00 %3 U) cls, 1550 ' OF QUANTITIES. I CONST. S! b!✓WALK 1 SZ 5. PS. Co. STD. 100) TYPc B I5' J5' GUR6 PIzOFILE u? + W 4 PORTATIoN LISTING ALL TESTS OF IaETE2MINAT/ONS CoMPt.1=-TED m VERIFY• -EST NORTH T.C. ^ FZI:QUIIZED PP -109- Tb ANY EIJGIZOACHMEI.1T OR G01.1sTRucTI ON A. CZ -VALUE 51EVE ANALY016 ANO BAND EQUIVALENT OF A6GRE6A7E BASE. 4 m -� Sy �_ WITHIN RIGHT of= WAY. 1555 5. STABIL_.) 01L CONTENT AND SIEVE ANAL1915 OF Prr✓' PINALT Sul?FACE. M -" I 5io 4 NORTH E.P• 6, ALL PIPS LINLS OR SUf?jSTiZtlCT'URC-S OF ANY �L..E K1N0(ANI)PNONE EXIST NORTH EDGE__ NORTH T.C. 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH SACKFILL •-4 OR POW1=1z POLE -s, WATeR MG Tgiz5, VALVCS H`lDRANTs C -TC.) SHOWN � OF PAVEMENT PF=OFILE -'` -_— COMPACTING ORIGINAL GROUND, ANA ALL 91.16-612ADI�5 SHALL Be PERFORME0 OR NOT SHOWN ON THESE PL-ANs w1- ;41f THE- L I ITS 0 F7 IS d VW �. 1545 DEVELOPMENT 09- IN AOjAcE -NT AglEAS WHERE= I K4 PROveMENT AT NO COST TO THE STATE✓ OF GAI..IFOkt4IPS- A WkiTTEN REPORT )VITI•I THESE 1n p WORK ►s Ta f3>= now SHALL Rek4OV�-o OR REL-oc,ATE-p As W COMPACTION 7-E579 SHALL. BE suBMITTED To THE STATE OF CALIFoRN1A AT NO COST TO -THS SAN PAF -NAT NO cOUWTY TfZ4NS10l2T"A- OEPA;ZTMENT OP "rRANE5PORTATION FOR APPROVAL PRIOR To PLACEMENT TION DE2A1ZTlAr-iNTj IT SHALL. 13!✓ TH{= OWWalZS ReSPONSI r311-CTY - 15ro0 _•_ _ � `n 9. WHf: N ASPHAI-7 GONCR-O'T= 15 PLACED oN N ATIVr- SOIL WH (CH EXIST. NORTH NORTH E.P. PAVEMENT EIeE OF� PROFILE PRC-PARFr7 f3Y RE=MOvING ALL. ►2OcKS WH IGH Pt2OTFZUVe A P�OVL- 0 Q O� N Q FROPOSED NORTH TOP OF CURB P FILE - t UND - EX BT 6R0 u� NO. 01 0 :i ZW r -- - — -- - - - - � 1548 .32 OF BASE MATERIALS AND/ OR SURFACING . GENERAL NOTES NORTH TOP OF CU90 N I`DING 3 I� th �'� 1 PL_ t= F.I..-$•G.F I C, -SEXIST. IrOGE OF PAVEMENT S. AT THE COMPLETION OF ROUEN GRADING A MATER/ALS REPbRT AND THE I. ALL WORK SHALL BE DONE IN ACCORDANCE j ill! THIS IS PLAN � Ti IJr SAN P�EI2NAFR- — - tN � STD. b'8-,4 o PROPOSED STRUCTURAL SECTION $HALL BE SUt3MITrm BY THE FW0jE4.T THE STATE OF CALIF DEPT OF T1ZAN9PORTATI0N STANDARDS f sPfres. Q tt2 ENGINEER TO THE S1'AT1 Or- GAL.IFOFRNIA DEPAfZTME SIT• OF TRANS - w �' BENCH MARK OA-rA -CH18r CROS ON 5-E. CORNER OF RC -C. HEAOWAI-L AT _ ' Q uj PORTATION FOR REVIEW AND EVALUATION • APPROVAL SHALL BE GIVEN EXIST. PAVEMENT Z N.E. CORNER OF BERYL STREET AND NINETEENTH $71?EET ELEV. 1527.04. o zkW W } N� Q. N W lu j w tL 3• "AT THE COMPLETION OF PAVING A MATERIALS RFM�RT SHALL BE 15SD Co. T14M- AP12120VAL OF THIS PLAN DOt_S NOT INCLUDETHe Eg7IMAT7E O pC36ED NORTH TOP OF cls, 1550 SuBt.n�rrEa 7D THE STATE OW CALI PORN IA , fJa✓PAlZTMeWT CSF TPA N5- OF QUANTITIES. I CONST. S! b!✓WALK 1 SZ 5. PS. Co. STD. 100) TYPc B I5' J5' GUR6 PIzOFILE u? + W 4 PORTATIoN LISTING ALL TESTS OF IaETE2MINAT/ONS CoMPt.1=-TED m VERIFY• -EST v ^ FZI:QUIIZED PP -109- Tb ANY EIJGIZOACHMEI.1T OR G01.1sTRucTI ON A. CZ -VALUE 51EVE ANALY016 ANO BAND EQUIVALENT OF A6GRE6A7E BASE. 4 m -� Sy �_ WITHIN RIGHT of= WAY. 5. STABIL_.) 01L CONTENT AND SIEVE ANAL1915 OF Prr✓' PINALT Sul?FACE. M -" 4 NORTH E.P• 6, ALL PIPS LINLS OR SUf?jSTiZtlCT'URC-S OF ANY �L..E K1N0(ANI)PNONE EXIST NORTH EDGE__ NORTH T.C. 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH SACKFILL •-4 OR POW1=1z POLE -s, WATeR MG Tgiz5, VALVCS H`lDRANTs C -TC.) SHOWN � OF PAVEMENT PF=OFILE -'` -_— COMPACTING ORIGINAL GROUND, ANA ALL 91.16-612ADI�5 SHALL Be PERFORME0 OR NOT SHOWN ON THESE PL-ANs w1- ;41f THE- L I ITS 0 F7 IS d VW �. 1545 DEVELOPMENT 09- IN AOjAcE -NT AglEAS WHERE= I K4 PROveMENT AT NO COST TO THE STATE✓ OF GAI..IFOkt4IPS- A WkiTTEN REPORT )VITI•I THESE 1n p WORK ►s Ta f3>= now SHALL Rek4OV�-o OR REL-oc,ATE-p As W COMPACTION 7-E579 SHALL. BE suBMITTED To THE STATE OF CALIFoRN1A AT NO COST TO -THS SAN PAF -NAT NO cOUWTY TfZ4NS10l2T"A- OEPA;ZTMENT OP "rRANE5PORTATION FOR APPROVAL PRIOR To PLACEMENT + NO. 01 0 :i ZW r -- - — -- - - - - � 1548 .32 OF BASE MATERIALS AND/ OR SURFACING . -- foo5.28'1558.31549.06-- 3 1n . 4"GAS MAIN L.-8 G F..C.F,� 3 I� th �'� 1 PL_ t= F.I..-$•G.F I C, -SEXIST. IrOGE OF PAVEMENT S. AT THE COMPLETION OF ROUEN GRADING A MATER/ALS REPbRT AND THE - — - GUT. PER STATE a) O STD. b'8-,4 o PROPOSED STRUCTURAL SECTION $HALL BE SUt3MITrm BY THE FW0jE4.T W Q tt2 ENGINEER TO THE S1'AT1 Or- GAL.IFOFRNIA DEPAfZTME SIT• OF TRANS - w �' C1 ' Q uj PORTATION FOR REVIEW AND EVALUATION • APPROVAL SHALL BE GIVEN EXIST. PAVEMENT Z o zkW W 1- W NEN ALL STRUCTURAL S E CION REQU 1 RE M ENTS HAVE BEEN MET. Q. N I I lu j w tL 15SD Co. T14M- AP12120VAL OF THIS PLAN DOt_S NOT INCLUDETHe Eg7IMAT7E cls, OF QUANTITIES. I CONST. S! b!✓WALK 1 SZ 5. PS. Co. STD. 100) TYPc B I5' J5' CONST ALLEY APIFON PER STD. PLAN 125 MOD, CO. STQ) + W 4 7. A PC-FZMIT FROM -r44E ST•ATt✓ DVPT OP TI2AN'5P09,TICOAI WILL DE v ^ FZI:QUIIZED PP -109- Tb ANY EIJGIZOACHMEI.1T OR G01.1sTRucTI ON WITHIN RIGHT of= WAY. - 4 NORTH E.P• 6, ALL PIPS LINLS OR SUf?jSTiZtlCT'URC-S OF ANY �L..E K1N0(ANI)PNONE EXIST NORTH EDGE__ OR POW1=1z POLE -s, WATeR MG Tgiz5, VALVCS H`lDRANTs C -TC.) SHOWN � OF PAVEMENT PF=OFILE - OR NOT SHOWN ON THESE PL-ANs w1- ;41f THE- L I ITS 0 F7 IS �. 1545 DEVELOPMENT 09- IN AOjAcE -NT AglEAS WHERE= I K4 PROveMENT WORK ►s Ta f3>= now SHALL Rek4OV�-o OR REL-oc,ATE-p As AT NO COST TO -THS SAN PAF -NAT NO cOUWTY TfZ4NS10l2T"A- TION DE2A1ZTlAr-iNTj IT SHALL. 13!✓ TH{= OWWalZS ReSPONSI r311-CTY - "TO NOTIFY ALL AG-E�NGiES GONG h.T�C-D. 9. WHf: N ASPHAI-7 GONCR-O'T= 15 PLACED oN N ATIVr- SOIL WH (CH cows Isis of A ROCKY MATE -P-01- THE SUFSGIZADE sHAL.L FSE PRC-PARFr7 f3Y RE=MOvING ALL. ►2OcKS WH IGH Pt2OTFZUVe A P�OVL- THrrSUPj�RPt17� ANO ALL VOlf7S OR DI=Pf2C-SS10NS SHALL 13E �I LLC: r:) WITH A FINE= GRAr)Et7 kAATE-fZIAL OIG A QUAL.I'TY F31✓T T�12 THAN TN 1= N AT I VF= MATER I A L. 10. ADEQUATE STAKES SHALL 131✓ SET 13Y THE✓ 1=NGINEEf2 Tp E= N A eL L-1✓ THE GO NTRACT09- TO GO N STfZ UGT THE W oft K To -- TH!✓ PLAN G-RADI✓s• EXIST. PWPILE .� to r aO: _ ` t EXI ST.. (E PIZOPILE ExtS-r. 1545 �. � � � �`• `-� ,� Sri MFILE GOALEs - ExlBT v _ HOKIZ* lto=40')- VERT: 0-4' v I 540 5 fo 7 8 9 10 I t 12 15 14 15 I NL. z ky It DLr1 '8 NO. 01 - N � :i ZW r -- - — -- - - - - � 1548 .32 - -- ---- -- 1545.84 GRADE TO DRAIN Tb EXIST.. DITCH -- foo5.28'1558.31549.06-- 3 �Q . 4"GAS MAIN L.-8 G F..C.F,� 3 I� th �'� 1 PL_ t= F.I..-$•G.F I C, -SEXIST. IrOGE OF PAVEMENT X W CONST AZ -8 &IRB — - GUT. PER STATE a) O STD. b'8-,4 24X36 PRINTED EXIST g/ W--,00, 19 TK 5TME ET BENCH MARK CHISEL CROSS ON SOUTHEAST CORNER OF P.C.C. HEADWALL AT NORTHEAST CORNER OF BERYL AND NINETEENTH .STREET ELEV, 1527.04 C STATE HWY. 30 UANnry ESTIMATE NO. DESCRIPTION - N � z r -- - — -- - - - - � 1548 .32 - -- ---- -- 1545.84 GRADE TO DRAIN Tb EXIST.. DITCH -- foo5.28'1558.31549.06-- 3 SIDEWALKS . 4"GAS MAIN L.-8 G F..C.F,� 3 I� th �'� 1 PL_ t= F.I..-$•G.F I C, -SEXIST. IrOGE OF PAVEMENT FL.-8'C.F. FL; g "C. _ �8 ------------ IC.F_G — - ALLEY APRONS V6 S.F• �� -moi N -- FXIST 4E I4TM �i:-y�Twvqainotj- o W W Q tt2 a' w �' *3 ' Q uj P EXI15T. A -C. 4- I'/JOIN EXIST. PAVEMENT $ o zkW W 1- I I I Na j w tL > o W L N cls, CONST: ALLEY APROni l5J5' PER STP PLAN 125 MOD, W STD• I CONST. S! b!✓WALK 1 SZ 5. PS. Co. STD. 100) TYPc B I5' J5' CONST ALLEY APIFON PER STD. PLAN 125 MOD, CO. STQ) + W 4 24X36 PRINTED EXIST g/ W--,00, 19 TK 5TME ET BENCH MARK CHISEL CROSS ON SOUTHEAST CORNER OF P.C.C. HEADWALL AT NORTHEAST CORNER OF BERYL AND NINETEENTH .STREET ELEV, 1527.04 C STATE HWY. 30 UANnry ESTIMATE NO. DESCRIPTION - N � - - r -------------- ------ 155(0.08 1.5 r -- - — -- - - - - � 1548 .32 - -- ---- -- 1545.84 GRADE TO DRAIN Tb EXIST.. DITCH -- foo5.28'1558.31549.06-- 3 SIDEWALKS . 4"GAS MAIN L.-8 G F..C.F,� 3 A .C. CAPPING th �'� 1 PL_ t= F.I..-$•G.F I C, -SEXIST. IrOGE OF PAVEMENT FL.-8'C.F. FL; g "C. _ �8 ------------ IC.F_G — - ALLEY APRONS V6 S.F• �� -moi N -- FXIST 4E I4TM �i:-y�Twvqainotj- --- - -t�� --�� - 4�p EX15T, 12RAINAGE DITCH - _ to N 3Co 56 E t t - 12 I 14 JOIN X I AVE E W ' + P EXI15T. A -C. 4- I'/JOIN EXIST. PAVEMENT Z' MIN. FEATHER OVERLAP 2,01N. FEATHER OVERLAP 24X36 PRINTED EXIST g/ W--,00, 19 TK 5TME ET BENCH MARK CHISEL CROSS ON SOUTHEAST CORNER OF P.C.C. HEADWALL AT NORTHEAST CORNER OF BERYL AND NINETEENTH .STREET ELEV, 1527.04 C STATE HWY. 30 UANnry ESTIMATE NO. DESCRIPTION QUANTITY I "A.C. PAVING W1 "A-8. 13,1090 5.17. 2 SIDEWALKS 2,1056 9 IC 3 A .C. CAPPING 2, 4-00 e•F 4 AZ -B CURB � C!/r. PW STATE STQ NBA ?20L. F 5 ALLEY APRONS V6 S.F• . 12' EXIST. PAVEMENT r1 ATH C -g 2' M I N VARI es 7U2- CONST 'A.C. OVER -A.B. a VAiPIEB �� TYPICAL 6ECTION NO SCALE R/W I Z' CONST BIDEKIALK PEQ STD. PLAN l GA I .I m 145" 2.10' fFL- ALrLEV APRON CON err: 8" CURB 4 OUTTER TY P15- A2-0 EA2-6 VEfR STATE OF CALIF- DePT Or -TRANS. q-, 4— -1-. - - -..l,,DvjG No., . 4 r