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HomeMy WebLinkAbout1.1-7288 Ph 1, 2, 4 & 5 Record DrawingM c_ V1 E,r,Jr D BY: REVIEWED 8yl, py,, ASP17A 7 ry JB_ cj��1 DIRECTOR,Off, CITY OF A P P R VE D BY PUBIC WORKS DIRECTOR, CITY OF B NICOLAS C. FIDLER, R.C.E. 61069 ELD /12711_/ an BENCHIMARK USED: Y 'r GORD) DRAWING I TCP OF CONCRETE MONUMENT IN A LAMFHQLE A'1 THE SOUTHEAST CORNER OF SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD 'RACK ALONE' THE y�=jUV (Y i SHEET (rJtiuRa4>�No y -r VI VjU co M STANDARD NOTES & DETAILS D"III FRED W. PORTER, RCE 3-,1440 EXR DATE <,3 PARK SQUARE DRIVE wlrlu �:PLAN Q rNr> w C7 BRE.N (MOOR CIRCLE uj 1 CD F ORSYTH COURTE-CO RD DRAWING 1�'o o'sw�n�u KSh-I_[LA V2 LL U�, h_d hh-L Z-LiV_2V BENCHIMARK USED: I TCP OF CONCRETE MONUMENT IN A LAMFHQLE A'1 THE SOUTHEAST CORNER OF SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD 'RACK ALONE' THE CENTERLINE OF BUENA VISTA ROAD ELEVATION = 354.13 BASIS a OF BEARINGS: [HE BEARING OF N 0057'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11833 PHASE 2 RECORDED IN BOCK 57 OF PARCEL. MAPS AT PAGE 1159 S IN THE OFFICE CAr THE KERN COUNTY RECORDER WAS � TAKEN AS THE BASIS OF r EF`t?IIVGo SHOWN HEREON LEGALDESCRIPTION: LOTS 38-42 CF TRACT 7245 AS PER MAP PECORCLED MAY 24, 2016 IN BOOK 61 OF MAPS AT PAGE I,t IN THE HE OrFiCE OF THE KERN COUNTY RECORDER, ALSO Bc1N G A PORTON J - SECTION 13, TJWNSUTE 30 SOUTH, RANGE 26 EAST MOUNT Of BLO BACAND MERIDIAN, IN THE CITY OF HAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. .. S22L 1 -?--I 1 600,1 5 P H160AE'_ fOj CH id IE lAHF k0 1 PlA No. U No. „uJ51 L_0351 11 L°, a vt, Gl 1 f` LLP::^L;. IR a=n'! r)" i h I c 1 IS 0 9 / It II 45,r LAVE I r REMAINDER C `: ' r E'¢ 11 FR 5135 I JFN. 031162 .�R.ilc�lj B'T rTPnl 11639 .,EftOJEC f li Si Iy�l.. 1IA7'JO.I FH 51&6 {{FF f9-01 { 11 �14 , i I I II Ili 1 1 I Il I ii WEST MING SPECIFIC PLAN ARl A Oji(.1NI _F i MAP NO SCALE Cs> RAINDROP LANE _RK 1 0K � �� mua v,c) nz GREENDA WAY 1� /� vLjJ ir Av'Iw �P vREEI3Ir}f1,LE. COURT ® EDE:NDA_E COURT Fs:C'44,4,,wOF ER, RCF 35.344 8 Er± m DATE FUTURE H. Q CLOVFRFIELD CIRCLE �. coMMUNI1r //;, --�y 'T CENTERi/ 1 (i3 PRIVATE RESIDENTIAL LANE `. T"tz �-_>� ICF ,SAP Lc GE € DRAWING a r_gSotJ!- FUTLJRc: �yI/ /r �T4,�TTF� W PARK SITE CD .,HEFT INDEx hTUMBER T CAhJy, --N- UIF FC.IOIJ OF DRAINAGE ,s' ! 111I) CONCRETE MONUIMENT I� <> ,� E_/POPR, RCS33448 rSEoo LUMEN STREET rHT tiLF �/ / 'Ell C8d12 CATCH BASIN W NUMBER A=,ii � lli a; 't PRGPCSt :i STREET NF,bi SI CoA ''i� ,a ,-- -f , �✓ Fa, f.. \ i� o �. � p9'ti<. cnU, H , 10� %,+:ter/ C) A`r3BnFV CIC)NS woez"ROUNOSeW!ClkELC Or OITHERNCATORN4; rlUl _•..� CL-, CENTERLINE HL .rte Ew7z?'yPw•�!r I l* / .., '- �i 10 ra� �J/ '/17 /.D4Y- URIVEYJ4Y x rL_. FLOrALIJE `/ 12, �3tFBEGIN CURE RETURN ;`�,:.js`/0;'.i •">ti, ' 6 -zR`1 <.`/^�'„\�a,n.ET/ ' 1't�.� , ;ft' •%�faf�,`XFAR DID RU RETURN fnP-_ POINT OF NTrRoE.TION I!fa1 MA/C 2 C ; �zcFC- END CURVE r-- S/L- l2 f 6C - BEGIN SUR F z, ;o -t) FVG- POINT OF iN?ryza „:RSECTIGN VERTICAL CURVE E, F5 AlII - tirJr y(}.'Ru-�iRs W-v-E.niK,. "- z`'o- `; POINT ON VERCALCURVE 2>fia _ _—1 /24 7A -C e 25 e P/C- -ND VER 1C _ CURVE 3Vi;- BEGIN VERTICAL CURVE PO' %F REVERSE CURVAT)REPRC3 Je A / i s 'J.JFLLrREElu0ClaoU1 /?CPOINTOF COMPOUND CURVATURE �_I AT LEASIRA10DAYSBEUREY000ilFGC-- POINT ON CURVE Nate GRADE BREAK ze CC /HP-- HIGH POLL f o- IAER{AL5 LIS 23 �ESTiMA\, CHECK AND INSPECTION FEF 04CUlATIOPS. 18 rTT=C NOT TO BE USED FOR BIDDING PURPOSES. 22 10 1A PARK SQUARE DRIVE PHASE i PHASE 2 PHASE 3 PHASE 4 PHASE 5 %uc? % s ✓z' � �� �REET IMPROVEMENTS PUBLIC PRIVATE PUBLIC PUBLIC PRIVATE PRIVATE zo , LOCAL 1"RF_ETS 5,10 1_F 0 LF 872 OF 329 LF" i,59& LF 1,774 L1= PRIVATE RESIDENTIAL LANES 0 LF 1,003 LF' 0 L F 0 LF 0 LF 0 LF'17�''<.� ,» r� NS;---'�� SUMP 0.20' A.C./0.40' A.B. (STREETS) 21,05'7 SF 0 SP 29,072 SF 32,045 SF 57,00'0 SF 42,448 SF y11 � / 0.20' A.O./0,40' A.B. (PRIVATE REMEDIAL LANES) 0 .SP 18,0163 BE 0 SF 0 SF J SF 0 SF2 �AA z G" CURB AND GUTTER 7,258 LF 583 i,F 1,721 LF 1,85& LF 3,181 LF 7_,427 LF `ti 1 ✓ ,0 ,- �r �v b CHIC!( DRIVE APPROACH** 0 SF 0 SF 4 158 SF 5_590 SF 4,004 SF 3,3II3 SF /F' THIO { SIDEWALK 5,006 SF 0 SF 4,749 SF 4 238 SP 11,721 SF 8,822 BE SURVEY MONUMENT ENCASEMENT 4 EA 0 EA 3 EA 4 EA, 8 EA 8 EA. r �73 r Le x i UFREEt NAME SIGNS 3 EA 0 EA 0 EA 0 EA .3 EA 3 EA - WHEEL CHAIR RAMPS SEA, 0 EA 0 EA 0 EA 2 EA 2 EA 12 n S REET LIGHTS (5809 LUMEN) 3 EA 2 EA 3 EA 3 EA -7g-EA 4 EA SAWCUf 39 LF 16 LF 32 LF 32 LF 45 LF 28 LF TYPE: "A" CATCH-DASINS 4 EA 0 EA 0 EA 2 EA 3 EA G EA L, MEDIAN CURB 0 LF 0 LF 0 I_F 0 LF 235 LF 0 LF N ._ EXCLUDES PRNATE REDDENTIAL LANE DRR it WAYS -- TO BE CUT Al TIME OF BUILDING PERMIT KEY MAP_ SCALE: i'=290' 3 ry P x "I I TOLL ROUC v,`ai u+Lwwaa F-u.�0a y�=jUV (Y a (rJtiuRa4>�No y -r VI VjU co v',1'_O'L I z I �I =P z5'E E_o C] wlrlu �:PLAN Q rNr> w uj 1 S til, I �1GI< 1�'o o'sw�n�u KSh-I_[LA V2 LL U�, h_d hh-L Z-LiV_2V jT0 I� 1 I L' N Z�EyK?�IYS > I zi-�41L J�F�4Jv ¢� ZIJpU1 �PA�� a nw �'n1'l-di w>ayQj'LL' I I, I I <arzu��Yi�`�u I I of 1� 10 >- "z a. pwi .c I ti`w �yo-�la e.n onuGao h3OTEc (DATE '`ZL` r PA JOB No 1. AN OPEN iTRFc7 PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKEP.SFIELD PUBLIC a' c T WORKSDLPARRMILN1 FOR ANY WORK PERFORMIDD WITHIN EXISTING ACCEPTED TRHL 4FIEET I ncaa RIGH I J WAY UNIESS SECURED BY AN IMPROVFMCNT AGREEMENT, ,APPROVED INSURANCE i OF — w� AND SECURITY BASED ON AN APPROVED ENCINFER'S ESTIBIAIE FOR FHIE WORK P`RFORMEG @ WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR IS ISSUANCE OF -INE PFRi91'f. Y�SNff. _IO ti tti ms's 2. P10 CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUSDI VISIGN 1-n-cta Noo�a.. PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. a 3. ANY 'NOP.K CONNECTING TO EXIS iTNG PUBLIC FACILITIES FROM PRPVAfE PROPERTY WILL W IAii � REf1DIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE c`_XISTING PUBLIC R HT DF-`d'AY Z C)u (_t0 w >,p TO ESIABLISk THE NECESSARY DEPOSLT FOR A STREET PERMIT- (FOR Tf2AGTS N9 fF' PR1VA"fE d In z G z STREETS, PARCEL MAP IMPPOVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAFS). z �L z � a s W 'NGMEc'R OW tOg C>v)NUr 4. PRIOR TO PAVING,-TH_ DE ICN FOR THE PROJECT SHALL VERIFY 4� F W � w f2 Z W q CONDITIONS REMAIN TIE SAME AS SITOWN IP! THE APPROVED PLAITS. HOULD GOND=.TIONS BE ° LaL7crluVj3 CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS r a z a r�-'F=:W LO PRIER TO PANTING. W .kw z z 0) `C wz`rmo 5. LJWNAIRES SHALL BE SOLID STATE LIGHT EMITTING, DIODE WITH IWI°T LOOP PL'OTOCELL LIJ N L ori to L' v r (ORIENTED NORTH) ARE SHALL CONFORM TO THE LATEST REOUIRENENTi OF THC` CURRENT � 3 W w ¢ d � ..I Q CITY Or BAKERSFIELD IED STREET LIGHT SPECIFICATIONS. � U n r CL s� w O w ILL z0 4)U & ANY ITEMS IN PUBLIC RICHT-OF-WAY THAT ARE DAMAGED OR DO NOT MFEI CURREIJT a STANDARDS SET BY PUB IC WORKS ,<111_L REQUIRE REPAIRING AND/OR UPGRADINGS AS PER �- r�_i z %=D CITY ENGINEER. �^ '-'Ply- t, O R t f:, � 0lJr 7, IF THE PROJECT IS SUBJECT TO TETE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE L— ✓ [ �,_ rJ r (r) O] ELIMINATION SYSTEM (BERES) A NOTICE OF IPITEN`I" (N01) TO COMPLY WIRITHE TERMS OF 00wW zA, THE GENERAL, PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION n 4 m 0 ILL0 viz U rn ACTIVITY (WQ ORDER NO. 2009 - 009 DWO AS AMENDED BY 2010 0014 DHO) MUST BE UL.tw-0 z �^ FIED NI GH STA IPF WATER RESOURCES CON IRDL BOARD IN SACRAMIN IU BEROR< frit - - 2 V O O r3 4 BEGI.NNI IG 0E ANY CONSTRUCTION AC:LV'TY. COMPLIANCE WITH THE GENERAL PERMf1 IU'- `- -, 7 U - REQUIRES THAT A STORivi WAFER POLLU'(ION PREVENTION PLAN (StNP?F) BE PREPARED,1/ (f) �. L n i, r wt_-- CONFIh,000SI_Y CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING L.i _ `-'r n10!xMAI COPISFRUCUON HOUKSWASTE DISCHARGE'DEN DFICATION(WDID NUMBER I_LJ A, 3..7 3 3 Q2HAS BEEN ISSUED BY THE STA FE WATER RESOURCESHOAR] FOR THIS Ld S `L j -° J 41 7 Uy PROJIC f. W. y... ,,, re 2 Vi7-:E - O Q­�E Ev)wz � o/R\ Jam'-rD z0 �I aur., c�ov�r�o WwLH1 Cs> RAINDROP LANE _RK 1 0K � �� mua v,c) nz GREENDA WAY 1� /� vLjJ ir Av'Iw �P vREEI3Ir}f1,LE. COURT ® EDE:NDA_E COURT Fs:C'44,4,,wOF ER, RCF 35.344 8 Er± m DATE FUTURE H. Q CLOVFRFIELD CIRCLE �. coMMUNI1r //;, --�y 'T CENTERi/ 1 (i3 PRIVATE RESIDENTIAL LANE `. T"tz �-_>� ICF ,SAP Lc GE € DRAWING a r_gSotJ!- FUTLJRc: �yI/ /r �T4,�TTF� W PARK SITE CD .,HEFT INDEx hTUMBER T CAhJy, --N- UIF FC.IOIJ OF DRAINAGE ,s' ! 111I) CONCRETE MONUIMENT I� <> ,� E_/POPR, RCS33448 rSEoo LUMEN STREET rHT tiLF �/ / 'Ell C8d12 CATCH BASIN W NUMBER A=,ii � lli a; 't PRGPCSt :i STREET NF,bi SI CoA ''i� ,a ,-- -f , �✓ Fa, f.. \ i� o �. � p9'ti<. cnU, H , 10� %,+:ter/ C) A`r3BnFV CIC)NS woez"ROUNOSeW!ClkELC Or OITHERNCATORN4; rlUl _•..� CL-, CENTERLINE HL .rte Ew7z?'yPw•�!r I l* / .., '- �i 10 ra� �J/ '/17 /.D4Y- URIVEYJ4Y x rL_. FLOrALIJE `/ 12, �3tFBEGIN CURE RETURN ;`�,:.js`/0;'.i •">ti, ' 6 -zR`1 <.`/^�'„\�a,n.ET/ ' 1't�.� , ;ft' •%�faf�,`XFAR DID RU RETURN fnP-_ POINT OF NTrRoE.TION I!fa1 MA/C 2 C ; �zcFC- END CURVE r-- S/L- l2 f 6C - BEGIN SUR F z, ;o -t) FVG- POINT OF iN?ryza „:RSECTIGN VERTICAL CURVE E, F5 AlII - tirJr y(}.'Ru-�iRs W-v-E.niK,. "- z`'o- `; POINT ON VERCALCURVE 2>fia _ _—1 /24 7A -C e 25 e P/C- -ND VER 1C _ CURVE 3Vi;- BEGIN VERTICAL CURVE PO' %F REVERSE CURVAT)REPRC3 Je A / i s 'J.JFLLrREElu0ClaoU1 /?CPOINTOF COMPOUND CURVATURE �_I AT LEASIRA10DAYSBEUREY000ilFGC-- POINT ON CURVE Nate GRADE BREAK ze CC /HP-- HIGH POLL f o- IAER{AL5 LIS 23 �ESTiMA\, CHECK AND INSPECTION FEF 04CUlATIOPS. 18 rTT=C NOT TO BE USED FOR BIDDING PURPOSES. 22 10 1A PARK SQUARE DRIVE PHASE i PHASE 2 PHASE 3 PHASE 4 PHASE 5 %uc? % s ✓z' � �� �REET IMPROVEMENTS PUBLIC PRIVATE PUBLIC PUBLIC PRIVATE PRIVATE zo , LOCAL 1"RF_ETS 5,10 1_F 0 LF 872 OF 329 LF" i,59& LF 1,774 L1= PRIVATE RESIDENTIAL LANES 0 LF 1,003 LF' 0 L F 0 LF 0 LF 0 LF'17�''<.� ,» r� NS;---'�� SUMP 0.20' A.C./0.40' A.B. (STREETS) 21,05'7 SF 0 SP 29,072 SF 32,045 SF 57,00'0 SF 42,448 SF y11 � / 0.20' A.O./0,40' A.B. (PRIVATE REMEDIAL LANES) 0 .SP 18,0163 BE 0 SF 0 SF J SF 0 SF2 �AA z G" CURB AND GUTTER 7,258 LF 583 i,F 1,721 LF 1,85& LF 3,181 LF 7_,427 LF `ti 1 ✓ ,0 ,- �r �v b CHIC!( DRIVE APPROACH** 0 SF 0 SF 4 158 SF 5_590 SF 4,004 SF 3,3II3 SF /F' THIO { SIDEWALK 5,006 SF 0 SF 4,749 SF 4 238 SP 11,721 SF 8,822 BE SURVEY MONUMENT ENCASEMENT 4 EA 0 EA 3 EA 4 EA, 8 EA 8 EA. r �73 r Le x i UFREEt NAME SIGNS 3 EA 0 EA 0 EA 0 EA .3 EA 3 EA - WHEEL CHAIR RAMPS SEA, 0 EA 0 EA 0 EA 2 EA 2 EA 12 n S REET LIGHTS (5809 LUMEN) 3 EA 2 EA 3 EA 3 EA -7g-EA 4 EA SAWCUf 39 LF 16 LF 32 LF 32 LF 45 LF 28 LF TYPE: "A" CATCH-DASINS 4 EA 0 EA 0 EA 2 EA 3 EA G EA L, MEDIAN CURB 0 LF 0 LF 0 I_F 0 LF 235 LF 0 LF N ._ EXCLUDES PRNATE REDDENTIAL LANE DRR it WAYS -- TO BE CUT Al TIME OF BUILDING PERMIT KEY MAP_ SCALE: i'=290' 3 ry P x "I I a co w, I z I �I F C] wlrlu uj 1 S U. I �1GI< co Z co 4.dl" uj e LL I I� 1 I w I i I I, I I I I I of 1� 10 I I I (DATE 9/16,201 r PA JOB No 2750H --_ 4FIEET I i OF — 10 SHEETS "T G i.A S 1. ALL CONSIR'JC IFION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAK. ti FFtU ORDINANCE, _AnEsF EDITION AMD STANDARDS PERTAINING 7rIF.RtTO. THESE DOCUMENTS SHALL BE MADE. A PART HEREOF. ? ALL CONSTRUCTION WITHIN THE CITE RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SFECCICAPONIS RATED 201Q THESE STANDARD', DRAVINGS AND DFTAIL5 SHALL BE CONSIDERED .A PART 0, THESE PIAN -1 AND T'r!E CONTRACTOR SHALL. OBTAIN A COPY PGR HIS LJSE. THE P )., .FIS a fi_ CONTRACTOR SHALL OBTAIN AND PAY FOR ALLIfFCE,SARY F RFAIT"� BEFORE START CW 1,Tft LO 1' v - r O TION AN OPEN SCRFFT AE cRPdl7 .,!,AIL BE OBTAIVED FROM THE CITY OF BAKFRSFIELC PUBLIC WORKS DTPA MENT FOR ANY WORK TO BE PERFORMED IN TND EXISTING, ACCFP',ED SIREET RKTHT OF -WAY UNLESS SECURED BY AN IMPROVLMtENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AIV APPROVED EN6NFER'S -_STdATE FOR THE WORK PERFORMED WITHIN THE STREET a UiO-SYAVH- c -A__ HE P> „T -J PRIOR TO ISSUANCE of A PERMIT. 4 24 HOU? NOTICE: PRIOR. TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONS FRUCTON [DORTCHOPI SECTION SHALL BE GIVEN AT IEAST 24 1^0URS NOTICE, 7HE SECTION MAY BE NOTIFIED Al (651} 3%6-3049 5 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS DATA AND M.EASUREMEFJTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS CN THESE DRAWING. SNA _L I'AV PRECEDENCE OVER `ioA:kO DIMENSIONS. PORTER & ASSOCIA-ES, INC. DUST BE NO I IED OF ANY VARIATIONS FROM 'THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. b. EX.STJNG UHLiY AND UNDERGROUND LINES HAVE BEAN SHOWN ON THIS PLAN ACCORDING TO AVAILABL RECORDS. THE ENGIiJEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR r - - C F OMISSIONS. IE CONTRrICTO-{ IS SP T r RESPONSIBLE .SLP_ FOR VERIFICATION )F THE LOCATION TION � NJ A t f 0 DEPTH OF ALL UTILI FIS "2108 IU BEGINNING of ANY Y`(2r ROUND SF4VIC. ALERT J UNDERGROUND J_,G A „ (U S.A 1-800 �-227- 2�G0/ SI AI BE CONTACTED AT Lc.,S7 TWO WORKING DAYS '-tI.JR TO ANY COr TRUCTION OR EA;AVATIOFI /. ANT'( EXISTING IMPROVEMENTS OR JTLIUPS [HAT ARE REMOVED, DAMAGED OR UNCLRCJI BY CONTRACTORS OPERATIONS SHALL BE REPAIRED OR REPLACED AT'"1'HE CONTRACTOR S EXPENSE, AS FIiRECFED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. r" E Y.. 1F PROBLEM r SHOULD COURSE r PROJECT, , �{, \ tOBLLM CLS OrIF LI .f o 0 U .A,2Ut DURING ( P D RIIJG TEI OJR � OF 1F'E. ROJ ., I IS ALIT -FLP 1- T-, .E r,-- „ Y ( TE RES, ON. I61 LI,Y OF HL' OWNER OR THE CONTRACTOR ?R f0 NOTIFY THE ENGINEER LMMED f, LLI PRIOR T4 ANY FURTHER WORK. 9, THE CONFRACIOR ITIALL FURNISH ALL LABOR, MATFRIAL.ti TOOLS, EQUIP.^..ENT A.PJD of hR UIHk("toSARY FOR A COMPLETEL � AND FUNCTIONAL AL r'RODUCT 7C -LLN kC WHICH DETECTIVE IN IIrO DrFJ R DAHr ENT IN ANY OF THE a_ UIRL dS 0F THESE DRAWINGS Nc� �Nn SPcG'IHCAIONS SHALL BE tEMcpl_EJ , Or REMOVED C F CONTRACTOR 1 - I FLAG REPLACED t ' Y T r` f P D B THE J , TR GOR N AH _ P' AU f . 1 D NO CFAPCPISAP.GN C E f A .NCR AN C ) T L SUCH wl' L_ f,L A ONE f FOR 1 c� S ALF CO2REG ION. I .1 ID THE cVrP 1 fJ c o f U ION STAKING BASED fP THE CUif -TANDRAWINGS PLANS, . 3 R OTHER DOCUMENTS IS c� AMPISH D BY ANYONE 1H� THE CONSULTANT, T THE rvVHER TI . � SHALL 1 ' k E I I N `r 'A JR GJ T.AC FOR ..HALL -GALA THE I f OFFICIAL T N ( _ BJ _D6.., OFFI,IAL IN NRI .INS AS fC THP_ CH.,Iv ,. OF E ENGINEER 1N r<ESPON TBLF CHARGE. 72 THE 00NlRACTOR AGREES A7 HE SHALL ASSUME SOLE AND COMPLETE RESPONo3ITf FOR cl T r 'T' 1' n 1 C C r J0. �I fc C NDI IO IS DURING r "E I f i t t L 0 ORS_ 0 C) JS RJ I< fI . F THIS PROJEC 1 J Lit PLAT; r b 1 P I 1 � 1- 1 I I I I -1 /. � EROSION, D IENTA nJIa LD PLAT RO_ P FN <N.J STORM PEAT R 0 I. ALOIN .0 _�.GJfJ E PLAN IMPLEMENTATION AND THE SAFETY OF U�PERSON: AND PROPER P° TFIA -rl> REQUIREMENT SHALL „PPLY CONTINUOUSLY AND NOT BE LIMITED l0 NORMAL WORKING HOURS AMID THAT THE CONTRACTOR SHALL DEFEND, INL(CUNIFY ABU HJT) THE OWNER AND IPL F rINFF t HARMLESS FROM ANY ND ALL LIABILITY, REAU R �LE EU TNIDNI- TJ J WITH THE PFRFFM ANEOF WORK 0N rHIS RJdEC- EY EPTLPC FO_FlB•LIF ARISING, FROM a EI_ THE SO I NE _lu G c or FIE SINNER or; THE ENGINEER. nv r r' "r r" T rc v � r- r. s I THE � TeA,IOR 1� !r v T f, I UJ _ \^ TO I{[ McAN1.V.. OF AN PAR'[ Or .NIL U lA. NGS AND SPL,IFICA710NS JR rlt•,D..i DISCREPANCIES D IN OR J411S`IJIJ' FROM THE „ DRAiN! HE ,HAL. SUBMIT A N'I TEJ rGJE"f FOR AN IERtEIA !fN JR A c �3E,I10v THEREOF, PRIOR ED FILING 11 BID PRICE FOR THE PROJECT, )4 PORTER m AJSOCiALIEC, INC WILL NOT BE RESPONSIBLE BLC0 P, LIABLE FR JN AUTPORI.O CHANGES TO OR USES OF THESE PLANS. AN ANN ALI CHANGES W THESE PLAN; MOST BE APPROVED IN WRITING BY POR TER & A$SOCJIA FES, INC. 15. FORMAI_ STAKING AND MARKING OF THE PROJECT WILL BF SUPPLIED Cill Y ONCE. ALL IESTAK.NG OR RFMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16 ANY WORK PERF04 AED WTHIN A.V EX!STING SIREET RIGr; HIT -OF -WAY >ip!i DE DONE UPiDER A ST�PA^SAFE STREET PERM:", C O� ST BEET iiv#r'fi�'MEiQi 1 N���� 1 'HE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN 'GRADING ,APPROVAL_ AS REQUIRED BY CITY OF BAKER>t IELD ORDINANCE, PRIOR TO START OF .ANY CAR FHWORK. 2 ANY TRENCHING To BE CONDUCTED WITHIN THIS PROJECT SHALL BE OACKFILLED AND COMPACTED PER CITY STANDARD DETAIL SC 22 3 -THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -CIF NAY AS JIRECIED BY THE CITY ENGINEER. +. ALL STREETS HAVE BEEN DESIGNED USING A 1'INIMOBI "R" VALUE AD STATED IN THE SOIII-S REPORT SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIG INFOP.MATION SHOUIJE FURTHER TESTING, : HON/ A LOWER "R" VALUE OF THE ACTUAL. !N PLACE M.AIERIAL, STREETS SHALL_ RE REDESIGNED ACCORDING TO TAE LOWER 'R' 'VALUE, IN ACCORDANCE WITH CITY D-KANECR. 5 RELATIVE COMPACHON OF NOT LESS THAN 957 SHALL BE OHIAINiC FOR A ldlN!MIJ•"•I DEPTH (T) OF 1.1 FOOT- BELOW FINISH GRADE UN I OCAL STREETS (T-1.5, TO 2.5' AS DIRECTED BY Lic PUBLI `✓Of4KS DIFF ,,. rt Of 0 I !`T "1 - ) C E v L. _.. CJR AND fit_Er21AE HTG,IWA YS, FROM ''I J GUTTER O LLP Or GUTTER, IN ADD1-CIONRELATIVE COMPACTION OF NOT LESS THAN 90'" SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE EN FIRE WIDTH OF PAVEMENT (UP OF GUFTER TO LIP OF GUTTER), S 'hE CONTRACTOR ','HALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE ID. 1.LK ARID CURB AND GUTTER TO A DEPTH OF 6'. THE LOCATION OF THE TFS'I$ SHALL BE DFT_f-'.NTNED BY THE CITY. -OMPACTION TESTS SHALL BE THE RESPONSIBILITY OF AHF DEVELOPER. THE NUMBER ANC LOCATION OF RFQLJREF TSPS SPrll-.. BE DETERMINED 3Y INS CITY ENGINEER THE Codi O- RF 1,3NNO DUE 'TO FAILED COMPACTION TESTS WILL BE BAGKCHARGED TO THE CONTRACTOR. 8. ... CONCRETE SHALL BE CLASS 4 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU YJ. OF CEMENT AND HAVE A MAXIMUM MATER/CFMENT RATIO OF D 50. 4, THE AMIOONT OF ASPHALT BINDER TO BE MIXED WITH THE MIN_T?AL AGGREGATE SHALL BE Di TERIANED BY THE CONFRACFOR !N! ACCORDAiTCE KITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR ,r USE 11v 11 is WORK. THE �.w JOLT OF ASPHALT DINNER SHALL BE. APPROVED BY THE .TTY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THF ,START OF WORK, THE CONTRACTOR S''IALL. 'SUBMITTHE FOLLOWING FOR THE CIIY ENGIIJErR'S REVIEW AND APPROVAL: A. A _IST 017 AGGREGATE AND ASPnAI:r SOURCES, F} DOCUMENTATION VERIFYING THAT THE -GGREGAIFS YO BE INCORPORATED IN THE WORK CONFORM To THE REOUIREMEN TO OF SECTION 39-2.02, "AGGREGA T," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EOUIVALENT TEST RESULTS SHOULD "JOT BE OLDER THAN SI- (6) MONTHS. ALL OTHER FEST RESULTS SHOULD NOT RE OLDER THAN ONE (1) YEAR. AD ASPHALT CONCRETE FAIR DESIGN DETERMINED IN ACCORDANCE 'W r4 E +� TESL I Dr - .+ A ^L 'WHAT .,, LL OF„VIA T_-^. JB1. _AEU ORATOR Y A. TEST RESULTS pP' 'WHICH Th - DESIGN IS BASED SHALL BE SUBPJiTTED WTH IN, ?AIX DESIGN ALONG WITH THE THFORETICAd_ MAXIMUM DEN>TY OF -IN' DESIGN MIXTURE AS DETERMINED BY ASTM D2041: THE ASPHA17 CON'TOLTE MIX SHALL MEET INE 4QUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THE`_E SPECIAL PROVISIONS, IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUdAIANTIALLY THE SAME AS WHEN THE DECIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (S) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL. COS15 ASSOCIATED WfTH TOE ASPHALi CONCRETE MIX DESIGN 6. WHERE NEVd ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISIINC PANED SURFACED, THE EX!^S11NG PAVEMENT IS TO RE SAW TAUT IN A NEAT STRAIGFIT LINE, EITHER PARA:_EL OR PERPENDICULAR TO THE CENFTERLINE OF "FHE, STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WLL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO FHL- PLACEMENT OF T 1' V f I t c PHA_{ OI ELLE ri01 AEP, AL {. REQUIREMENTS OF ';0 -T r L J cu SECTOR se ^ G t BCRaD OF THE STANDARD PECIT-Ir Al10NS t. HAT L BE MET, d EE AREA PWHICH PAINT BINDER HAD BEEN ATPUED SHALL BF CLOSED TO PU TRAFFIC. -tRAF T. CARL SHALL BE T'1K[N TO AVOD 7RACXIPIG BINDER MATERIAL OHIO Priv EXISTING PAVEMENT SURFACE BEYOND THE UMTS OF CONSTRUCTION. 9, PAVING JOINTS SHALL MArCH STRIPE LOCATIONS UNLESS OTHFRVIISE PERMITTED BY THE CITY ENGINEER. i./ NT-RSECTIN> AND TAPERED "UULGERS SHALL BE SURFACED AS DIRECTED B - THE a -v, ENGINEER. ADDITIONAL ASPHALT (OFlL LL B�. PLACED AT ROAD GO_.Cr ON3 AN) P211E� DRIVES,E_ WHERE_R_ SHOWN ON TFIE PLANS AND AS DIPECIFED BY PIO .TTI _TIGINEER, AND HAND RAKE[, IF NECESSARY, ADD COMPACTED TO FORMA SMOOTH, TAPERED rONNECTONi. 11 d/4ERE THE C I(..Kv naOFA LAYER ASPHALTIT CONCRETE I JG1JF7Or OR LESoAV1 CAVING C PAVED, NPrRATI)r S SHALL H ONDU'C. (EJ IN SUCH A AA,NNER THAT,F itF C OF EACH N)2K SHIFT, THE I P, r H ALONG rONrTUDINAL DROP-OFF 9ETTEE ADJACENT NT TIN'� 1S J0. CREAT R NAN THAI WHICH CH rANBE SURFACED JURIN AH FOLLOWNC SHIFT NORMAL PAVING IPOPERATIONS. s. A -E NA _ ASPHALT _ FORM SUCH CH ADDITIO NA _ M1ASPIJ A_ .TL{NCR:TE RHALI_ BF PLACED ALONG THE TRANSVERSE DROP-OFFS ON nACrLAAJE GONCR TE SHA IPF PANERAKED IJi COM A TE� TO lMPORrAY CONrJRVa B F)Rr THE L-Prti ABC 0 E EL !0 PJE C TRAFFIC. KRA 1 PAPER, OR OTHER APPROVED POHt FREAKED, 61v BE PLACED UNDER THE I I-. A 6 E - ( � CONFORMS 0 AIL TPT THE 1. I JV � C, THE. UNFOR WHEN F Vf I, OPERATIONS RESUME C E 2ATIG to 19 WHEN, THE CJAPA.tLJ THICKNESS n LAYER OF ASPHALT CONCRETP IS MORE THAN O.0)T PAV NG E o r r r n t I ERA I v SHALL I I ( P h T) > >i LE SL. vIVOJCTEO IN SUFH A MANNER INER T1AI H� AY OF PhP.IAL CONCRETE ET. FI PLACED OP. CON c l A 1 - r I ! I C E A CJfI!I OJ ., .AN OF THE A/ Y BEFORE R THE L r T ALL E f_ TRAVELED NA JE 0. E E ANE_ ARE TITHED TO P1P'!� TRAFFIC. A :Ha C �4 11 l r- 1" f - r SHIFT r I - R 2 CONCRETE r I _ND Or EACH WORD 11 -iHt DISTANCE .3c Tr.S N TFik CLADS OF r, LAYF C1 r P A' T R F S H .0 RET- ON ADJACENT . SHALL NO" 3C(R GREATER T1HAN t iF� aONFAGFLIKE AVD ALONG LONG IU ,INA1 LBO' JFB-TNEFM U JACLn'. _ AN S .LANAC I A I7 l tC lhFT_ !ALL BE PLACED I ONC THE TRANSVERSE UAO- J SUCH FLJ nJNAI ASPHALT ' CO� R Tr SHALL BE HAND RAKED AVD COMPACTEDclED J FORMl TEMPORARY . CONFORMS BEFORE hE IANES ARE Q,'SUED TO PUBLIC RAFrIC. KRAFT PAPER, OR OTHER-rPrtOVED BOND BREAKER, ,MAY BE PLACED UNDER, THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME 1Y, tSPF.A l CONCRETE SHALL BE COMPACTED TO A v'RAJN ,2 PERCEN I 0. THE PAXI MUATHEORETICAL AL J .NUTTY AD DETER11INIED BY ASIF1 D -20'F1. N PLACE DENSITY SHALL BE DEFERMiNED IN ACCORDANCE WITH CALIFORNIA TEST 37 i i. IF TiI -PLACE DENSITY U- AN OT OF A� PAIr GVN CRCTE L, » I1AN 52 P ERCr NT OR GREATER FR HANE 9 4- CR:6d1 Cr THE MAXIMUM rE02ETiCFU_-I. 1rY THE CONTRACTOR RILL BE ADVISED FD THAT Fr REJJBED RELATIVECOMPACTION : n \O. GAINS A T?INFO PND THAI lNE Mr,TERAS OR PRUn UtES OR 80FIT, i'r NEEDED, NFD ADDU-IAFDT. A I i' T 1 F SPREADING OPERATIONS C NU _c v _U h L CJI R F.. >P AJ{I SH 4L N CONTINUE P1 -P '('' O .,0 f U T lin CONI. rI. LAA HAS NOTIFIL ID THE CITY ENGINEER Or THE ADJUSTMENT THAT WILL PE MADE IN ORDER fJ ME THE FE1I^L D COMPACTION. IF ANY UCCESSIV_ VEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE" ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL_ THAT MEETS IFIE FD -PLACE DENSITY RFOUIREM NTS. 15. Ir THE TEST RESULTS FOR ANY LO 0= ASP HALT CONCRETE NINCAIE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96m THE ASPHALT CONCRETE RETIRES-NTED BY THAT LOT -HALL RE REMOVED AND KEPI ACED WITH ME RERIAL fr!AT DOES MEET THE IN PLACE DENSI iY REQUIRLMEN T, THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR S E PENSE. 16, THE FIELD DENSITY OF COFJPACTCD A�PHAIT CONCRETE SI A I BE DETERMINED BY A, A PROPERLY DnLIBRAIED NUCLEAR ASPHAI T TESTHYC DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING, ZINC STEARATE MAY OF SUBST HUTED WIPH PARAFFIN C. IN CASE OF DISPUTE, METHOD B" AHALI BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPE I FIFD SURFACE TOLERANCES, IT SHA1 BE DROUGHT WITHIN TOIERANCE B. EITHER: (�I/ A©PAST![ GRINDING WITH qlu ENO'lh NG DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ,ASPHALT CONCnEFE OVERLAY THE METHOD EC WI L BL SELECTED TED f3Y THE CITY ENGINEER. 7N' CORRE'..IIAf..r. W-0Rr< SHALL 6E AT THE OONTRAgTO? s EXPENSE. 18 IF ABRASIVE [ 21ND!NG IS USED '0 BRING Ur FiNEHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL BINDING SHALL qE PERFORMED AS NFQESSAR" TO EVIAPGE THE GRINDING AREA SO ;HAT TrIE LONGITUDINAL A!TS Of GRINDING ARE AT A CONSTANT OFFCT FROM, AND ARE PALMIlC I"O THE NEAREST LANE LINE OR a.VEIALNr EDGE, AND `nE IRAN VERS? TWITS OF GRINDING ARE TI RIFIAL To TH/ PAVEMENT CENTERI_I1JE. ALL ", APPEARANCE. GROUND AREAS SHALT B. NEAT ,CECT NSCL,L,AR AREAS OF UNIFORM SURFACE A• I ARANCk ABRASIVE GRINDING SHALL CONFORM TO 'HE RFaUR MOTi'THE FIRST PARAGRFP., AND THE L -OJ ) FAt'GKAPHS Or SECTION 42­202'CONS IRUCTIGH, OF LIE STANDARD SPF IFICATONS A For SEAL CO T SHALL BE APPLIED 10 AL.L FINISHED ASPHALT SURFACES AT THE CONFRACTOR,S EXPENSE, IPIE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHAI - If EMULSION AS OIREC TED BY Trig CITY ENGINEER. ISF BASF MAIERIAL IN ALL CITY STREF15 41 '_UDING ARTERIAL, COLLECTOR AND LOCAL ROADBEDS SHALL EITHER MSCI TPF SPECIFICATIONV FOR CLAP' 2 AGGREGATE BAS- (CL 2 AB) CONFORMING TO ".J"J 26 OF THE ,4LTRANn STANDARD ,AECIFICA.Qra_, LATEST EDITION, OR SHALL BF FINE GRADA119N CRUSHED MIACELLAN60US BASE (CMB) /(,NFORMING TO SEE 'ON 200-2 .4 OF THE GREENEQOK WHICH ALLOWS JP f0 5CW Or THE VOLUME TO PE R C AWCO ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE lEAN CONCRETE BASE, CEMENT TREATED BASE, Ori A COMBINATION OF THOSE MATERIALS - OTHER RFC LED EASES SuF_L NJr Q-1 ALLO'NED. ACGRECATE BASE` SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DR" DENSITY. 20. -IT?'. PAVD0- CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED GA! TRANS STANDARD SPECIFICATION SECTION 19--1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR 10 PLACING SUBSEQUENT LAYERS OF MATE_ RIAL THEREON, THE GRADING PLANE SI ALL CONFORM TO ONE OF THE FOILOW!NC. 9, A;PHALT REJUVENAIINC AGENT SHALL. BE APPLIED TO NF 1 ASPHALI CONCRETE PAVEMENT IN A. P/H N ASPHALT CYlCRETE OR ASPHALT CONCRETE BASE IS f0 BL PLACED ON THE GRADING PLANE, THE ACCORDANCE WITH FIE PRovlcirN- FU"'FOG FA rU- SEFI IN - 11TI OF GRADINGPLANE AT POINT .HALTOT VARY MORE THAN Q 02 FOOT ABOVE OR BELOW THE GRADE THE STATE ;EPARTMEN7 OF RAASPORIATON STANDARD STILET !CTIOlAS,CURRENT EDITION, ESTABLISHED BY THE ENGINEER. 6/299 MEDIAN CURBS (TYPE "M' "M-1" ADD 1,1-2") AND THE STATE DCPARTMEN' OF TRAIVSPORTAPONa SIANDARD SPECIAL PROVISIONS SIDEWALK STREET SPlUCK ED ST - 19 HANDICAP RAMPS FD 05j9 9 TRAFFIC C ^LrNA.1 NT_E"r_ONl,IFCA WRING CURRENTLY IN EFFECT, AS DIRECTED BY ALAE CITY _E" ENGIN E�R. RESIDENCE DRIVEWAY WHEN HEN SUBBASE OR BASE MATERIAL (OTHER THAN! ASPHALT CONCRE E BASE IS TO BE PLACED ON THE C ST --5 HOUSE NUMBER FOR CURBS GRADNG PLANE TrIE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR. 10FIEW STREETS SHAD BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS BELOW TETE GRADE ESTABLISHED BY THF EF GINEER. ST -22 DATED 1/11/99 TRENCH BACKFILL. AND COMPACOON DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXICIING STREET PAVEMENT. 11, EWER LATERAL LOCATION' TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LP FRAL.. IL ELEVATORS AND GRADED SHOWN UN THE PRO Lr0 ARL GAFFE F OW LINES (I 1'EFT ) 13 ]ITT CONTRACTOR SHALL iNS-IALL PERMANENT TRAFFIC CONFROL SIGNING AND OTHER SFC!'( DEVICES (NO i- SHOI II ON THESE PLANS) TO M r F WITH IHE APPROVAL ROVAL OF THE CITY I i PUBLIC WORKS DIRECTOR. THE PRICE FOR T1THIS ITEM SHALL RE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE OIOUNTvD ON POSY wl H HA'MKINS M2G SERIES BOLT ADD VANDAL PROOF NU1 A_CEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WI-flN SIDEWALK, 6" FROM BACK. 15. SEE 'NATER, STORM DRAIN, AND IENER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART Or THIS PROJECT. 16CONTRACIOR SHALL INSTALL BLU: MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT f EQUIREMEN IS. f02 A SPU_Af l__L L,tQATE {? \A W` (OTU I A.SPI-ALC CONCRETE .HAIL BE -TYPE A (Ml FOA: All- ARTERIAL ADID COLLECICR SIREFTAO AND TYPE B (MODIFIED) FOR LOCA. STREETS AND SHALL CONFORM TO THC PROVISIONS IN SECTLOJ 59, ASPHAI TCOfdCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THEE „P -!AL PROVISIONS. 2 PRIOR TO THE ADDITION OF ASPHALT" HINDER, THE COMBINED MINERAL AGGREGATE FOR TAPE A (MODIFIED) OR TYPE B (MJDiIED) ASPHALT CONCRE r SHALL CONFORM TO THE REQITREFlaiTS OF S:CTIOf, 39-2.02, kGGRECAT OF THE STANDARD SPECIFICATIONS FOR 5/11MAXIMUM, AEDIUMi GRACING d ASPHALT BiNDER FOR TYPE A (MODIFIED) APH11 CJNCRE F AND TfPP 6 Dinf)FI D) ASPHALT CONCRETE SHALL RE PG 64-10 PERFORMANCE GRADED ASPHAI T UNLESS OTHERWISE DIRECTED BY THE UTY EJGINIER. THE ASPHALT D NDrR SHALL CONFORM TO LHEQUIRFM I ENIS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BIDDER, TUI SECTION 92 -1,02(B), GRADES," Or THE STANDARD SPECT ICA TONS. 30 17 HE PLA? AI d lA' IRU -FURAl CTIONI "PARKING " A4L0''1dE0 WIDTH IS R.OLIREu AT EET FR ENHANCED LANDSCAPE TREATMENT NI -)IE, THE'0I OVONG STREETS ARE PUBLIC ADD AR_ TO BE MAINTAINED 3Y CITY. BREFITMOOR CIRCLE. (!NEST OF PARK SQUARE DRIVE') FORSY H COURT PARK SQUARE DRIVE (EXCEPT LANDS AND MEDIAN) 36' OiTY STAN_ D- RD PLATES � 1. THF FOUDArING CIT. OF CAKtnS• ILLD SLATIDAR. DRAWINGS SHALL BE CONSIDERED A PART CP ,HESE .LAN_. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-8-0, UNLESS OTHERWISE NOTED) CITY SITS. N0. DESCRIPTION Cl FY STD. NO. DESCRIPTION MAJOR CO LECTOR TRANSITION ' ST -'I CURB AND GUTTER (TYPE "A","B" ADD •C") S WIDE envWAI-Y ST -17 WIDE CRQAS G'..TfER PROPOSED E7 SF --2 COMMERCIAL DRIVEWAY [J S1 -2 DATED 6/299 MEDIAN CURBS (TYPE "M' "M-1" ADD 1,1-2") J ST -1 SIDEWALK STREET SPlUCK ED ST - 19 HANDICAP RAMPS FD 05j9 9 TRAFFIC C ^LrNA.1 NT_E"r_ONl,IFCA WRING ST -4 RESIDENCE DRIVEWAY [,� 5T-20 PRIVATE STREET GATES AND PULL BOXES C ST --5 HOUSE NUMBER FOR CURBS Ci S1-21 REF'"' CONTAINER AD RED ONT II ER P I S -6 DATED 1/11/99 PAVEMENT PATCHES .r I Iti ST -22 DATED 1/11/99 TRENCH BACKFILL. AND COMPACOON REQUIREMENTS EJ ST --7 CROSS -GUTTERS F-1 D-10 SIDEWALK UNDERDRAIN LI ST- 8 26 INCH PAR „IR L CULVERT CIRCLE I E � D -11 i - BRA NAGE BASIN r � O ST_g STREET SPECIrI CATIONS ct,G\CIEER 11 S fVi 0-14 CATCH -BASIN, TYPE "A" v- L U U 4 Las �s p- d V Y IV U Z ST -10 STREET SECTIONS ;_] D-15 CATCH -BASIN, TYPE "A-1" ❑ ST- 1DA STREET SECTIONS D-16 GUTTER DEPRESSIONS 'T 11 STREET GROSS SECTIONS . S£-4 MANHOLE. TYPE "A WIT 11 DROP CONNECTIONCTTOP ST-12 A .ECR0 � S ''I10NSW--FRAMES FOR 1AJ;fFc PT r l N UTS ST - 13 SURVEY MONUMENT l i STREET :ICN, POSI TYPE 6ERGLAa.S SlR _T IO,1L, N T ALLOW D 0 CA�TftANS S BANDAR PAN' ' T Fr THF v.._OWIN (' LIRA\� STANDARD FLANS SHA__ BE CONSIDERED A PANT (4 THESE PLANS. "RAC7 F, D � _Sc CUNT .., O TO OBTAIN ._ATE Si-14*S TREE LIGHT, NASI' ARM TYPE ❑ T-3 MAJOR CO LECTOR TRANSITION w 8 tJRR RAMP DETAILS S WIDE envWAI-Y 0.B STD. Dh3 ST 3. PER „ �3 PROPOSED TYPE d MEDIAN ® ST -15 CUL-DE-SACS Z 7-'12 MINIMUM ACCESS DESIGN J Vi 31- 16 STREET SPlUCK ED T-34SP FD 05j9 9 TRAFFIC C ^LrNA.1 NT_E"r_ONl,IFCA WRING n i N AND PULL BOXES ,N ON a la **FI - FF E I I 1 `a V i -J 6ERGLAa.S SlR _T IO,1L, N T ALLOW D 0 CA�TftANS S BANDAR PAN' ' T Fr THF v.._OWIN (' LIRA\� STANDARD FLANS SHA__ BE CONSIDERED A PANT (4 THESE PLANS. "RAC7 F, D � _Sc CUNT .., O TO OBTAIN ._ATE OT EDITION THERF_OF) CALTRANS STD PLAN DESCRIPTION E2 RSP 18RA EF 8 tJRR RAMP DETAILS PRIVATE INSPECTION NOTICE ALL PRIVATE STREETS TO BE PRIVATEI Y INSPECTED SHALL BE ALLOWED NO It.KNESS ANY PAVEMENT NOMEETING ELN"G 7HE SPECIFIED f0c S PE SHALL L LMORE THAT 0flL TOLERANCE )R SPECIFIED ASPHALT CONCRETE A.G. BE GROUND DOWN 0.10' AND REPAVED TO SPECIFIED THICKNESS. ECENJ I BLOCK WALL TO NED GY H.D.A. PAD - I E I _I I4 5 114 1� - 5 SID NAL< wE _ I I f c T _ANIS OPE AREA t / IyI fi r r-- 1. -`i r-- T I YP. I Tl Yr. TY CAL DRIVEWAY 1M N -SONS U N.T.s. PROPOSED LA,ACIGPPE AREA SEF LANDSCAPE PLANTS -BY OTHERS). C1 SI PRoro ED OLO K WALL (SEE RVALL PLANS). 7 4 RICE DECOMPOSED GRA"JIIF PATH 131 6`x8` CONCHEIF MIOW CURB LJI PROPOSED v' (,,ORR NO GUTTER 'fMiLAR C.B. 4.TDDN(. ST -1. c/L F_ NO PARKING ALLOWED" :i7.v J (SEE P_ AN VIEW FOR S� RtCTURA_ SECTION) ) PER 'WMSP" EXHIBIT 4-1€ NO PARKING ALLOWED ON EiTHER SIDE WMSF' RESIDENTIAL STREET TO SCALE _ L J J PROPOSED BLOCK WALT. TO - ER MAINTAINED BY H.O.A. \ T pU UUL V0�1 11 L W,� u, manj;_i<i2 E W QU~Z,Y •HTO ", K'ur Hi w- a0.CGUdG-U'rc WNT_ei'Jfn NJ gC ?ts ,Y PI -OAU �Oih= f1on R$ wn Nzr -,aoP��3AmYi vi W I moo u se--j5U'$0c uxw z J rc mo s 5 J�� fS�r')zo:2 oEzE�ulWoz- Ru,oSd ?Eau acrcr`>>�tl E -coal-, Ol Nu`S. SyCJ I�"EZ-GJJ ,JO kw vAZ W' I"1, wosua. wN rS,cSN�p yN WC)4)Z��LW o✓ u a' S 0 r 0 a w a zt P`) CIK(`-'Y LLL GS � w " 1 a.lz E OF� PROPOSED ROPOSFD 6' GLkB&GUTTER PER CAB 5T). DWG'. ST -1. 1 PROPOSE, S WIDE envWAI-Y 0.B STD. Dh3 ST 3. PER „ �3 PROPOSED TYPE d MEDIAN HER �._ Q STT 7WG5r 18 IJ PROPOSED 8 WIDE fDHCRETk POOT J,E TRAIL &" THICK CLASS "6' CONfETE (SEE (.J B. SAD. DWG. CF -1 rON�RETE SPECIFICATIONS, FIIATI0n S JOINT` ET".' BLOCK WALL TO NED GY H.D.A. PAD - I E I _I I4 5 114 1� - 5 SID NAL< wE _ I I f c T _ANIS OPE AREA t / IyI fi r r-- 1. -`i r-- T I YP. I Tl Yr. TY CAL DRIVEWAY 1M N -SONS U N.T.s. PROPOSED LA,ACIGPPE AREA SEF LANDSCAPE PLANTS -BY OTHERS). C1 SI PRoro ED OLO K WALL (SEE RVALL PLANS). 7 4 RICE DECOMPOSED GRA"JIIF PATH 131 6`x8` CONCHEIF MIOW CURB LJI PROPOSED v' (,,ORR NO GUTTER 'fMiLAR C.B. 4.TDDN(. ST -1. c/L F_ NO PARKING ALLOWED" :i7.v J (SEE P_ AN VIEW FOR S� RtCTURA_ SECTION) ) PER 'WMSP" EXHIBIT 4-1€ NO PARKING ALLOWED ON EiTHER SIDE WMSF' RESIDENTIAL STREET TO SCALE _ L J J PROPOSED BLOCK WALT. TO - ER MAINTAINED BY H.O.A. \ T pU UUL V0�1 11 L W,� u, manj;_i<i2 E W QU~Z,Y •HTO ", K'ur Hi w- a0.CGUdG-U'rc WNT_ei'Jfn NJ gC ?ts ,Y PI -OAU �Oih= f1on R$ wn Nzr -,aoP��3AmYi vi W I moo u se--j5U'$0c uxw z J rc mo s 5 J�� fS�r')zo:2 oEzE�ulWoz- Ru,oSd ?Eau acrcr`>>�tl E -coal-, Ol Nu`S. SyCJ I�"EZ-GJJ ,JO kw vAZ W' I"1, wosua. wN rS,cSN�p yN WC)4)Z��LW o✓ u a' S 0 r 0 a w a zt P`) CIK(`-'Y LLL GS � w " 1 a.lz E OF� 12' OR 16` "PARKING ALLOWED" NOTE.: 'dFREF,T TO BE MAINTAINED BY PLO. A. PROPOSED STREET SECTION "` - LANDSCAPE "LOPE MAY VARY OM 2% PAIN. ro a PRIVATE ENTRANCE STREET (BRENTMOOR CIRCLE) RI MAX_ NOTE: THE FOLLOWING DTREEIS ARE PYIVATF AND AIRS T9 BE MAIDTANI D BY H (LA. BRENFMOOR CIRCLE (EAST OF PARK SQUARE DRIVE) LAVERETT WAY RAINDROP LANE GREENDALE COURT PER J'WMSP" EXHIBIT 4. 19 EDENDALE COURT acl✓ERrTELo CIRCLE PARKING ALLOWED ON BOTH SIDES PRIVATE RESIDENTIAL 'LANE (ALLEY) WP RESU:NTIAL STREET NOT TO SCALE FRONT YARD "PARKING ALLOWED" PLOT TO SCALE 3D' QEF TI n9 VIEW rv. aT31JC 1'.1RA1 SECTKUN 30' NOTE: STREET TO BE PRIVATELY MAINTAINED PER "WMSP" EXHIBIT 4--17 PARKING ALLOWED ON ONE SIDE MSP RESIDENTIAL `TREET) NOT TO SCALE i �- "s At' ?1 . C PAO, ' UJ, l . LH w v. A, s, r' ,;tDrl; 3 V L PROPOSED BLOCK WALL 9R FENCE (TO BE MAINTAINED BY PROFARTY OWNER) SiDE YARD "NO PARKING ALLOWED' ^* - LANDSCAPE SLOPE MAY VARY FROM DR MIN. 19 4:1 MAX "NO PARKING ALLOWED" I 1 6a9 " - LANDSCAPE SLOPE MAY VARY FROM 27 MIN. TO 4; 1 MAX. I i If k 12' OR 16` "PARKING ALLOWED" NOTE.: 'dFREF,T TO BE MAINTAINED BY PLO. A. PROPOSED STREET SECTION "` - LANDSCAPE "LOPE MAY VARY OM 2% PAIN. ro a PRIVATE ENTRANCE STREET (BRENTMOOR CIRCLE) RI MAX_ NOTE: THE FOLLOWING DTREEIS ARE PYIVATF AND AIRS T9 BE MAIDTANI D BY H (LA. BRENFMOOR CIRCLE (EAST OF PARK SQUARE DRIVE) LAVERETT WAY RAINDROP LANE GREENDALE COURT PER J'WMSP" EXHIBIT 4. 19 EDENDALE COURT acl✓ERrTELo CIRCLE PARKING ALLOWED ON BOTH SIDES PRIVATE RESIDENTIAL 'LANE (ALLEY) WP RESU:NTIAL STREET NOT TO SCALE FRONT YARD "PARKING ALLOWED" PLOT TO SCALE 3D' QEF TI n9 VIEW rv. aT31JC 1'.1RA1 SECTKUN 30' NOTE: STREET TO BE PRIVATELY MAINTAINED PER "WMSP" EXHIBIT 4--17 PARKING ALLOWED ON ONE SIDE MSP RESIDENTIAL `TREET) NOT TO SCALE i �- "s At' ?1 . C PAO, ' UJ, l . LH w v. A, s, r' ,;tDrl; 3 V L PROPOSED BLOCK WALL 9R FENCE (TO BE MAINTAINED BY PROFARTY OWNER) SiDE YARD "NO PARKING ALLOWED' ^* - LANDSCAPE SLOPE MAY VARY FROM DR MIN. 19 4:1 MAX o EPI i I IL �DATE i PA JOE If ISHEET 911612017 L2s s _ `p'"Ci � I _OF 10 5FI1TT�"i'S 6),1� I 1 I i If k I ' n i N I ,N ON a la I I 1 `a V i rL w I -- .r I Iti R u c if .3 c w. z to Mi s ew t I U W c vi h a w c r � O 'k ct,G\CIEER 11 S fVi v N m da 0 e' a r W » V 1J _ S v- L U U 4 Las �s p- d V Y IV U T 3 ya, IS 1 S D 3 o EPI i I IL �DATE i PA JOE If ISHEET 911612017 L2s s _ `p'"Ci � I _OF 10 5FI1TT�"i'S t r IQM1QU—00= rA 1] CONSTRUCT 6" CURB & GUTIFR PER C.0,13, SID. DWG 31-1, + +1 Mi CONSTRUCT 3' WIDE STANDARD 'MADE SIDEWALK PER . ID DWG. ST --3. i�._ [J CONSTt2U(,i WHEELCHAIR RAMP PER CAE TRANS REVISED STANDARD Pi .N A80A ..,AST. A'. 1-w [41 CONSTRUCT WIDE- CROSS -GUTTER PER CO©. STD. DWG 5-35. ECIFITRACTOR SHALL COMPACT AREA Nip UNDER CROSS�-GtJ; �cRS AND A MINIMUM OF I LI CHEP SCE f0 95% MAX. DENSITY, TO .4 D. Yrl OF l`) [J ;'ONSTRUC 1YPE A' CATCH 8.AS'N PER (08. >TD DWC .10 D-14 I- �M PROPOSED STANDARD ,RD DRIVE „ PPROACH ER 1 J1i. GID. DTho ST -4. (SEE STEET + -OR OR VE+'/.4Y r6, fj 24 UIQ J LOCATION OEI Allo; l'j . PROPOSED 4' WIDE SIDEWALK- PUBDU UT'!ITIES EASEMENT BY SEPARATE INSfRJM, N 1. i rR] CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG _'.T 3. 1 ;7 49 [S�J CONSTRUCT 6" C'�4P ONLY PER DETAIL ON SHEET ,D. 1111—u- �L FLOWLINf STATION OJ ./S LANDSCAPED ARTA (SES LANDSCAPE PLANS BY OTHERS) . r ���,"-,.yiUBLIC ADJUST ALL EXISTING MANHOLES, G_G,ANODT5, VALVE COMBS. MOrIUMENT ENCASEMENTS, E -1C. CO FINISHED GRADE PER CITY STANDARDS. PHASES ALL PLAN VIEW STATIONING IS BASED ON CENF�RLINE DATA UNLESS OTHERWISE NOTED. _ FORSY114 COURT tSEE Slut, 5) t; F( +1 � � � S 1 2 ai if I f"/4^r m 34- 7-/; u 16 lay. G� v LfS 107 r'�\ ti� 22 23 .�j. IIaSTALL HOIOPHANE "."Y IM1,1LE" PREMIER LEU LUNAR, (5 LED -4R 66VJ ARRAY) WITH 12 FT HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. r� t ON.S RUCT SURVCY MONU1.1ENT ENL A`EMEN1 PER G 1,0. STD DWG ST -13. -j- INSTALL STRFLT PIAME SIGN PER CITY STANDARDS. ,J EXISTING � 1R � reJN:�n,EN- PROTEST _ LrI I PLACE, AvE. SEWER P AN10LE d1 SEINER CLIANOUT J SMRNI BRAIN MANHOLE -r ----�. RIGH', OF -WAY SEWER S FORM DRAIN ' EXISTING EDGE Or PAVEMENT Tl Sx0-9L BRENTMOOR CIRCLE U' (SEC SHEET 4)I m VJ f. I �. of rI I30 nP L ri 1=( /N I� I -q �N I 27 I h 1 ,.uses 1 OCK r:d -I� O.A. MANII II_D) I'j - /—�..d- r) m t �— IA it IL+38.25 ' if\F -10PSED 3 `(.< vVLL LII 11 I P IH , NTNilIll 1 1 tJ , -'7E'_�"-1-� ti n 9234Y _ �� LI j I L 71 20'r'SI 31x IC r,< I II,NT„INED) COINSTRUCT MIN. 0.20' TYPE "S" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 957 MAX— DENSITY TI=4.5 R=48 CAMPUS PARK DRIVE (SEE P.M. 12100 STREET PLANS) c I d , -I t AA E.dJ ? e vv '�' } o- LLJ C C/O 5+55.40 < � �+h83o or J - 1Aj� _ z I I 11 ) - _ UB CSV 1f V r a- W \ @ ------------ V, r I 111 1 III i I 26 I I HORIZONTAL. i"=40' VERTICAL 1"=2' MOTE "A"`. VERIFY EXISTING LOCATION AND ELEVAFiON IN FIELD, PRIOR f0 CONSTRUCTION AND NOTIFY ENCINEEP. IF iHERE ARE ANY DISCREPANI:IES. NI OIJ CUR,,4�N �� ,ykG 14' JR u� �(I3RRV�, X4,11- �J�xlsnolc iM�vaolf[N Fh.is eFre�.�aftcEl Mnr I-n`u slrcctl rlLCy,= 59 di' I CURu< 'MI I�GA v6R1N -' nl r —o 4 !Y O ) 5 to u.= Orlo oQI U0.-) J—, .Jh IY, G isl 'S .J ,_y ru. - . 54 4 F G a v rnl F �� I I I N I r a _ 32 A . 52 F I�>'I_ UTA ABO I Owl #164 P,40HfF 4-C, +6 : JESG:Y✓ F"t0'MIMF:PR(XWf� 35JCA:...:. 35 9+00 10+00 11+00 12+00 134-00 14+00 15+f�CA 1 �+ WEST I=LOWLINE PROFILE rA r u r + +1 'Axl o i�._ SNI a 1-w 650' 02 80.00.-, r �? Nip , 1....4y y u' J u) I- �M 5MI' LTj) / j fj 24 UIQ J l'j . f'I' i 94 F739 27.2625.00' 1 ;7 49 85 5a3� 1111—u- 25 Q0�38,A8800„7 OJ �I Yi . r ���,"-,.yiUBLIC �.�� 1,T �. i/c;, IV 131 /g 9"0527 _� PHASES 12 & 3 STREET) COINSTRUCT MIN. 0.20' TYPE "S" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 957 MAX— DENSITY TI=4.5 R=48 CAMPUS PARK DRIVE (SEE P.M. 12100 STREET PLANS) c I d , -I t AA E.dJ ? e vv '�' } o- LLJ C C/O 5+55.40 < � �+h83o or J - 1Aj� _ z I I 11 ) - _ UB CSV 1f V r a- W \ @ ------------ V, r I 111 1 III i I 26 I I HORIZONTAL. i"=40' VERTICAL 1"=2' MOTE "A"`. VERIFY EXISTING LOCATION AND ELEVAFiON IN FIELD, PRIOR f0 CONSTRUCTION AND NOTIFY ENCINEEP. IF iHERE ARE ANY DISCREPANI:IES. NI OIJ CUR,,4�N �� ,ykG 14' JR u� �(I3RRV�, X4,11- �J�xlsnolc iM�vaolf[N Fh.is eFre�.�aftcEl Mnr I-n`u slrcctl rlLCy,= 59 di' I CURu< 'MI I�GA v6R1N -' nl r —o 4 !Y O ) 5 to u.= Orlo oQI U0.-) J—, .Jh IY, G isl 'S .J ,_y ru. - . 54 4 F G a v rnl F �� I I I N I r a _ 32 A . 52 F I�>'I_ UTA ABO I Owl #164 P,40HfF 4-C, +6 : JESG:Y✓ F"t0'MIMF:PR(XWf� 35JCA:...:. 35 9+00 10+00 11+00 12+00 134-00 14+00 15+f�CA 1 �+ WEST I=LOWLINE PROFILE 352.:. .. :.. ......... .... rA r u r + +1 'Axl o Chiu SNI a 1-w 650' 02 80.00.-, r �? Nip , 1....4y y u' J u) A �M 5MI' _. _._ C5 00' _ _C5 2500'. ta� G`P'I Mu , J Opti_ ' 91.ao5,-J' . 75,00' Nl- 94 F739 27.2625.00' 1 ;7 49 85 5a3� 23.28 1111—u- 25 Q0�38,A8800„7 24,14 %., �.�� 1,T �. i/c;, IV 131 /g 9"0527 _� 3544 _ Izn v, 352.:. .. :.. ......... .... II VIh' TAB? . + +1 ri F-.1 rrA SNI 1186 14'3511 650' II VIh' TAB? 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P7 i0.14' 91.ao5,-J' 2154 d49 75,00' }t 43 94 F739 27.2625.00' 1 ;7 49 85 5a3� 23.28 1111—u- 25 Q0�38,A8800„7 24,14 i I C12 20006'' 131 /g 9"0527 _� U.EO O nw�o yom i -on. ya zwv� m2 Iw u < F_ z✓>, c X02 u0 yzNw>? ��`,s"Worl of VS�pju `t LVy `lVyJdZJ Q�o Esq n Cw4It!B � o oo1rG�[[�otu2 zug aE'u;j z Biu ;N w'~ce off'¢ zx�vwod oo _szuzn� _L SaVNO Z Ya�ma;;;o�o D U}Or�tt�xF qnr Z JNwS Li ��2>A]J LL,nF >J jCutJi < 9LLOLZJ `�?��1- 1�-FnaFur�s at �In 0 0 Q 2 A ISI I z v N II 4 � _ I DATE 9/15/2017 PAJOBNo 13-2/50W ISHEET tw 58 - L, JF 10 SHEETS -+iJI''�_�T� R�Jf_TI{%L IN,e'{i,Sa I1] CONSTRUCT 6' CURB &GU'TcR PER r �.2, tr STDCl (' ST -1. +ANP NTS L C'ONSIr(^.f S NIDE STANDARD rYPE SIDEWAIK PFR L). DW6. 100_.54-13/092_3_ [] CQNSIRUCT WHEELCHAIR RAMP PER ^.AI_TRANS REVISED STANDARD PLAN A88A CASE "A° _ ,.L {C] CCN -,RUCT WIDE CROSS -GU TER "ER C.O.B.SID. DW S-35. (CONTRACTOR SHALT_ COjIPACT AREA r c - � r '! � I FX. '-hI -TTY TO A O R ('R ' '-(U if .` N f PAN .S. t U 1 EITHER SIDE TJ y�9 Lt , 11N J. f N� AND I �d r1 .J "1 DEPTH Or I 2 [6 V CONSTRUCT U TYPE A rA L,T hl HA IN PER 08. i'J. D4lG ..�� 0. D--14 265110'._, 4 PROPOSED IA:NUASn DRIVE APPROACH PER C.O.B. 5D CGs + aaF SHIC! G FOR DRIVEWAY 6'79 hi_� LOCATION DENIlL ) ,.. F -77I PROPOSED 4' 'WIDE IDE1VAIp- PU8IlC UTRiTIES EASEMENT B7 SEF RA _E INSIRJA-NT. 5'0945 }j rI STRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG ST --3. W 7 I 90 S) -1 1 I P7 CONSTRUCT 6" CURB ONLY PER DETAIL ON FH -ET 10. I aa.4- FL FLO^LINE STATION CS L� LANDaC,PEc AREA (E Lav:ocAPL PLANS EY OTHERS) ) .UDa3 � ADJUST ALL EXISTING MANHQL�S, CILANOINIS, VALVE COVERS MONUMFNT ENCASEME011S, ETC 1-0 FINISHED CRAFT PER CITY STANDARDS 2 !2 F ALL PLAN VIEr4 SIAIIGNING IS BASED ON CENTERUNF DATA JNLFSS OTHERWISE NOTES. I 3 42' 13 14 2 .0-. INSTAL!I'0 t)H}/ANE 6RANVILI tC" PREMIER LED LUNAR (5 LED -4K 92W ARRAY) Wi M IS r7 HAMIL.ION ALUINUM. 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I .:. .. .. . 2 50% 9C+00 10+.00 11+00 12-,i-00 13+00 14+00 15-9-00 16+00 17+�u"}0 [ 18-x-00 10+00 20.9-00 21+00 PHASE 2 9- PHASE 1 t ry CONSTRUCTION LIMITS CONSTRUC71Ch} LIMITS_ PLIa Ic Prz,vaTE_.� �) \ IDI-NTi "AL 'O'NT NORTH FLOW' INE PROFILE FZEU 41.43' 37.'1'-- o_ CI-URV4 ON CURVE 1 OR"'URVE Iic> "a-7 11' c' I`s- @ ii t� �C n II a' - II V I! � L �i1") i 1J Ki1V1 )I� OV 'G IU vhl p WIT, V@ .O KJF"IO 10) �) M I1, in 4w0 !K CL' 4: '� I'' CC 7 `'r -`OIL') Vl (X 11f) t(> .moi rcr� (t n) w v) w ;� v; ylr'p'f :� m'r) i.) Mt EAU l au M15 0 O`- M I7 C � o,6 prT. 9Gi . prn o.- so . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OID .�. L J� LI. O 6] .00j. ILLI, : -rel as1) Y --- _d _ rn)LL L 21 3`�4 .... .... - .. _ 54 .w. .rip R.. .�Iw . Ing . ,.d_ .. _ - r, 't�LL .r" _ .N / w -.+ t f t1 � 4< A, � �LL� w of I 3521 .............-:0.25%.,... --g _ .I..,,., 52 i "-,-+7- .- .r-...�_-..._._-..._..,.,_ ...p _ 4-0.29A . .. .. .. ... .. .. .. .. .. .. .. .. .. ... .. .. .. ..�DE57;At fL04YLLN£PR(1F/LFJ .. .. _0 157-....r.:-...._�--.:._..._. �.._._.-.._..._ .. ... . I: j I : +6,51% #0;20% �v�. _ +0.20% - ' F . Zfli� Ota/GN fLC lf4lPvL 350 :...:...:...:...:...:.. :...:...:...:. 35 AAt 0 9+00 101.00 11+00 12+00 1�3+00 14+00 15-+00 16'+00 17+00 � 1800 � 19+00 20 -FOO 21+00 SOUTH FLOWLINE PROFILE I LIJ 00 d z 00 Q CI il ugj }*� iL j 1 LIJ LIJ co iirlw �_��Li � I � I I ON a I LIJ 00 d z 00 LIJ (N4 ugj }*� iL j 1 LIJ LIJ co � I � I I 11 I '1 zl o S I I � j I I I DATE 9/151209 PA JOB No 13 2750H SHEET II I OF 1G SHEETS c ttaRucrlQN BOLKS_ E CONSTRUCT 6' CURB & GLITTER PER ',O.B. F, FD. DWG ST -1. ['21 CONSFRUCF 5 WIDE DTANDARD TYPE 3IDEWAIA PFR s -D. Ova ST --3. CONSTRUCT WHEELCHAIR RAM" PER CAI_. TANS REVISED STANDARD PLAN A88A CASE "A°. [,T CONUTRU(,IWIDE CROS -GUTTER PER CO.B. STD. OWG 5 35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GIST I�FtS AD 1) A MINIMUM OF 1' EITHER 9!DL. 'fQ U57 MAX. DENSITY, 10 A DEPIH 0- ;') M0. OONSIRUCT TYPE A CATCH BASIN PER CO.B SID, DWG. NO D-'14 PROPOSED STANDARD DRIVE APPROACH PER C.03. STDDWG. 51-4. (SEE CHEST 2 FOR DRIVEWAY LOCATION DETAILS). �7 PROPOSED . WIDESIDEWALK-PUBLIC JFILITIES LASE^ENI BY SEPARATE INSTRSMENT. I, $] CONS I[RUCT 5' WIDE COUBINA RON TYPE SIDEWALK PER STD. Di�IG. LT 3. 9' CONSTRUCT 6' CURB ONLY PER DETAIL ON SHEET 10, Fl FLOIWL14NE STATION L/S LAND T cD AREA (SEE LAPI`-CAPE PLANS BY WHERS)- AD„USI AIL 'XJSPNG MANHOLES, CLEANOUTS, VALVE COVERS. M4NUMEN-I ENCASEMENTS, ETC. TO FINISHED GRADE PSR CITY STANDARDS. ALL PLAN VIEW Sl"ATIONING IS BASED ON CENTERLINE DATA. UNLESS OTHERWISE NOTED. m LOT 18 N .t -j. INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 P^. 4K 6OW ARRAY) WITH 12 FT, HAMIITON AtUMiNUM POLE OR EQUIVALENT AS APPROVED BY ClI"f EN'Hr-iER. CON!RUCF SURVEY MIONUMENT EHCA5EMt7NT PER C.0.8, S -:i. DWG. ST -1- + INSFALL STREET NAMIE SIGN PER CITY STANDARDS. (D EXI°ING SURVEY MONUMENT -- PROTECT IN PLACE. A,l SEW FR MANHOLE I r' SEWER CLEAT!0 )T 'J IORM BRAIN MANHOLE •-" -.` HI -1T OF -WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT C3 33,00' ( 37.77' (74 9946 CO 234 2 C5 I ?964 v0 � )0510 C6 2982 DO' 1 23713 _C7 A 03-9 41' _ C_3_ 05 00'�__ SR 31 _CA <7 UO 2 `ih --- C1D 130.00' 179719 17 PARK SQUARE DRIVE 3) (5 SHEET .E I IIS p,31 A cz aIZ Il a.i MI 4l N 1 1 h CSR. Gv rJQ OV� OCO ii O -}i, I I I I 1 ?li V I I 1 O O r'' `°y; e ° u +1 n1G11 1O C 15 14 \ I I If � � N I -fi TYI CI 2 r t' I o' I �'- I PROPOSED R/W &_ < SACK OF Nl�L✓. /✓' .,,f /i''1_.'1 _. L —/S_ --- - _-i--_ _- U(_ r_ ' _J-_---.-- y Ty T " !_ _ ,�J _JN"2'5 22"N 12 �T16717 o7s[c-- c 45 —_ 1) A- @ C C60 ( V1 __. 1`U--rV'��_� E Ise I V II = I 4 1 AVAS v PROPOO-D ., 1I� DACY OF LK _J �1 - a V I 1 It it Y 1- `ram m r F + i 2O 21 22 23 zy 24 2 26 _� 27 2� 29 30 a RwI ABLE yI wiuGo io r UELTa (FNfEN? A z vwi , n w .- i z t�*7 T�rO�>Wpp- _ nU i18`4i'19 15.46Owmv'`ico �a le v,� zA 05`3 LF 21.20 I v cc ru e •C <- 4312 117.20 li zwa r,So;..: 43519 17.51. ?tip EToox� c min 11 o 91'9953 38.37Oa1ui'L'�J aiX 91" oP 5953 56,95 -� a o Eco - < <'-^ o cif epi W 15'�511� w E50 ,o.v,)?oa _J .nz� us xv Vi (6 }1411FS9 I_227..9rwz Woz ?� w m CH j 29"19'56' 9.G3 j o� N � o Lu .: n 05 as'Lu of � NCS Pett iJ X00 I N c�a soa z eo o 6Ezo S,11y w ii VOwr�V jO' p� v °[y+yy1 'Qtn j�.a-WW J -.F t0 W v J L 4 C W W =CIS VA!W? ALL' �2F U�WLWN�' WCL Z vKvl U iOJy 3L I,�P.0 IL-4;�ZG"Oa4� 23 22 NOTE: A BLANKET FLOWAGE AND DRAINAGE EASEMENT FOR PHASE 1 IMPRO"VEMENTS RUNOFF PER DOCUMENT RECORDED 1 I II1� ; �, 32 _: 33 0 fo u) ��z I 2017 AS DOCUMENT NO, ,Pm V l w IW l I I UI -'ctn p hl< LL W<L f+' HDR170NTAL! 1"=40' v s— E eE\�vE-R VERTICAL: 1"=2' PHASE 2 AL2 i PHASE 1 CONSTRUCTION _ LIMITS _I- CONSTRUCTION LIMITS 4 NOTE: A BLANKET FLOWAGE AND DRAINAGE EASEMENT FOR PHASE 1 IMPRO"VEMENTS RUNOFF PER DOCUMENT RECORDED 'OIJTH FEOWL ?NE PROFILE V- �r v a ��s I 2017 AS DOCUMENT NO, z Tf w IW l I I UI LL J aIp v s— E eE\�vE-R It N `M AL2 i `Q r 7s" 4 M ] a li "B" LjI VOLUME. REQUIRED: 0.15 x 0.95 x 10,700 SF= 1,525 C.F. uj I c CONSTRUCT MIN. 0.20' TYPE A.C. PAVING OVER VOLUME PROVIDED: 69.4' x 36' x 0.62' DEPTH= 1,549 C.F. (OK) >I MIN. 0.40' CRUSHED ACGREG,ATE HAKE OVER MIN. '1.007 NAT. GRID. SHEET SII Q Q OF 10 ,`3h1EETS COMPACTED TO 95o MAX. DENSITY PHASE 2 PHASE 1_ 0 >A FI=4-5 R=48 CONSTRUCTION LIMITS CONSTRUCTION LIMlTS� FQ.iI 4' I [ 64CURVE 0. II r_c Q- ymi ll�O rn,-v rn Igo �m>T ITUM IlIho Ily�w n it (wrrU 1a a� W _- � o IIi'jM o M�tl 0 ) LO tw` N,(1(JQj O Ute+ 0.8..9 is .. rr"001-PA) !E zoF,G°/1/70 .... 354 .. . . . . u_� .. . 17 MZ _ N3il4 i m J.C..l _ -_ 1 0.25%5 a.�...�._ I ryG. 50%_ ELESlN ft CN//E FFL p-.•. —257---- 7 a.z : : .. nz 3 5O350 9+03 104-00 !1 00 . . . 12TOO i3+00 1�+OO 15+�0 16+00 1+00 18+00 19+00 20+00 NORTH FL0NLINE 'RCr(L PHASE 2 PHASE CONSTRUCTION LITS M CONSTRUCTION POINT -tMlTSIDFNTICAL Ot0.Kl4 rAKnJ? dtp. :,OQUhI1I 4fKq-QohI �,Wm.dOj Vq� I�M17 II fbY'•4cJS!I 4u VJ`.l. ��h1tf"A5S. S) II 4 v 34 .1B 354 15 / e + y: 352. - ... ... .. ...... 1)52 _.. ,.. ......... H-11 e' �- — - . ' +0.21:x. 350:. .:...: .: .. .. :.. :.. .. ` . .. o.ze� .. .. ..... 350 9+00 10+00 1s+00 1'2 -FOO 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 'OIJTH FEOWL ?NE PROFILE V- �r v a I ��s I w w IW l I I UI LL J aIp v s— E eE\�vE-R It N `M AL2 i `Q r J 4 M ] a li I I CL I Til 191 0 LLJ C) Of C. %%a,j li LjI jYfLLi uj I c III >I D17G 9/15i2017 -PA-JOB No 13-275011j SHEET SII OF 10 ,`3h1EETS C+LN5Td1_J�N NQ1U L1] CONST U- T 6" CURB & GUTTER PER C 0,13 STD. DWG `.' -1 C21 CONSTRUCT S' WDE STANDARD TYPE SIDEWALK PER uD. DWG. 51--1 ILT CONSTRUCT WHEELCHAIR, RAMP PER CALIRANS REVISED STANDARD PLAN fi3IIA CASE 'A' U COiNSCRUCT WIDE CRUSS GUTTER PER C.O.B. STD. OWC, 5-35. (CONTRACTOR SNAIL COMPACT AREA UNDER l RO: S-GUNi (ERS AND A fAINFAUM OF 'i' EITHER SIDE TO 9// VIAK DENSITY, (0 A DEPTH OF T') Cf CONS RU T TYPE 'A' CA CH 3ASi{N PER C 0 d. STD_ DWG. NO. D-14 PROPOSED S(ANDARD DRIVE APPROACH PER C.O.B. STD, DWG. 31-4 (3CE SHEE( 2 FOR DRIVEWAY LOCAIIVN D TAIL') (_] PROPOSED 4 6IDn IDEWALK PUDUC UTILITIES EAS(tPNT BY SEPARATE INSTRUMENT. CO'NST2U -T 5' WIRE CUN61NA110I TYPE SIDEWALK PER SF . DWG. -T-3. L91 C ONS (I (T 6' CURB ONLY PER L T PJL ON SHEET 10. rI PLOW INE STATON /` LANDSCAPFD AREA (SLE LANDSCAPE PLANS J U` 2") ADJUST ALL EXISTING MANHOLES, Ct_ANJUTS, VALVE COVERS, MONUMENT ENCASEMENTS ETC. i0 FINISHED GRADE PER CITY STANIDAPD.. AIL PLAN VIEW STATIONING IS BASED OR CENTERLINE DATA UNLESS OTHERWISE NOTED. 23 26 IISLALL HO,OPHANF "GRAFIVI IE' PHLNIIER LED LUNAR (5 IED 1K DOW ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT 1d APPROVED BY CITY ENGINEER. ® CONSTRUCT SURV' Y MONUMENT ElICASCJENT PER O.B. STD DNlG. ST -13. JST,._L STREET NAME SIGN PER CITY STANDARDS. sD XIS IN, SURVEY MONUMENT - PROTECI` IN PLACE- '9` Lf 3 NANHOLE © 5I'LL rLEANOUI L> STOCK BRAIN MANDOLE - RIGH CF --WAY SEWER -TORM. BRAIN EXIS F NG EDGE OF PAVEMENT i 3 4 5 i I TYR 19 7 �TN2i 7iYr/ i I �-5N\ _. _. _ _.-.-----T-'_ I -� �J 5 I 5+24 EC \�ylti s o I/+7..98 13 --- 14 _ - - - ,pN! Cc/ c T" _ �. . /S 1 1 BACK OF rVFILK r P'r = G?? 1 t 5EE DETAIL 7�1 r ply i 1 ' 15 22 v<,: i II 49 IY 4 t sal z it 1101E "A"; INSTALL W31 (CA) WITH CNP -3 MARKER AT PHASE BOUNDARY OF TRACT V ADJACENT PHASE IS HOT CONSTRUCTED AT THE SANTE TDIE. REMOVE AND SALVAGE SIGN WTHi CONSTRUCTION OF AGJACEIN? PHASu. i II u IL; 17 l JY. -lgy )� � u m mil wl y.+ LJAP SaM <SM -' 21 SL o i LLI 5 h C7(/ ±;il �LlPHASES' 4 K ; t (PRIVATE STI REETI� 1111111111 it 11� p: mjq J!, 11111111111 T C 16 E DEfgDALE C ji R T (SEE SHEEI 8) m 9 lid 350I � �-DESIGN i704YXIN� 5'171)94! 348, ... ... .....:...: ..:...:.,, 548 1 c U 11+00 I2+0c7 ns 0 14+00 15+0+0 15+00 17+00 `rNORTH FLOWLiNE: PROFILEOR CURVE sc ,9 I Oil CURVE 14— 2",M r It`>_'l,,.IO II C=ry l o zeu- mlo--J:° i-mrt� ' rzmi�e)ccrLMO 1pl0 PROA11 _ s ,a s V) JW 10 'o J�'.r I-II (:JW M U r? M 4. 09�- M „ A iC� r M 354 mr c>.I~n Y!(oEP kl/'1' 54 + w 5 - - o J �elCu CJ �jM�. f"J 52 C ' .a . 1: 350 EI..�.-._- � a% ' .... _J 0 4- -DS/KN FLOH/Nf PJfE +c :,'3717 '_.,.�— 348, .... .:...:...:. .:...:...:...:.L.:...:...:...:...:,..: ..:...:., .......: 101-00 11+00 12+00 93+00 14+00 15-4-00 166+00 SOUTH FLOWL INE. PROFILE ---CURVE CONSTRUCT MIN. 0,20 TYPE D A.C. PAVING OVER +f J,U. _I LEN H1 T— GEI i4 UAIN. C),40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. 15M HORIZONTAL I"=40' 1 TFC C2 1753,00' M4.59' 11'55 00' it (:AI_. 1'=2' C3 1771 00' COMP r("P_D To 05» tAX 245.62 C4 , L JO"M LOO I 3'48 b _NS f n f Q 1_. `Y. �5 R''-48 I1a-im CJ K J�¢JdM c of amu) rt (J, O J JP�41 tJ?y' FIS 28 67 C9 _—_ n moo d' m 354 2LE� C7 „ 89 00' 193 &2 6'12 27 97.01 cD - 6r'rrwouisq q� � i a e. W m -F _ C9 3/.00' / 1140 17'4453 .,5,78, 2(15.4v —111111 CUM � CIO MCA' 1i 19/17 ;37'3149 _ 55 2__—i i 9:'06 02 ..I C12 37,00' 61.99' 1 96'00 02 41.09 � . a,erq<>I M . l 16458 i... / Vic. . - C1451 OJ _ F `j '8"4006 /ING cAVu Q /1i Cf [C15 0700 . i a 30.3) - J AT,Cr 2 �IIZ ........ ............1. J2 ,�62.....................� PA JOB No 13 2750H ... 350I � �-DESIGN i704YXIN� 5'171)94! 348, ... ... .....:...: ..:...:.,, 548 1 c U 11+00 I2+0c7 ns 0 14+00 15+0+0 15+00 17+00 `rNORTH FLOWLiNE: PROFILEOR CURVE sc ,9 I Oil CURVE 14— 2",M r It`>_'l,,.IO II C=ry l o zeu- mlo--J:° i-mrt� ' rzmi�e)ccrLMO 1pl0 PROA11 _ s ,a s V) JW 10 'o J�'.r I-II (:JW M U r? M 4. 09�- M „ A iC� r M 354 mr c>.I~n Y!(oEP kl/'1' 54 + w 5 - - o J �elCu CJ �jM�. f"J 52 C ' .a . 1: 350 EI..�.-._- � a% ' .... _J 0 4- -DS/KN FLOH/Nf PJfE +c :,'3717 '_.,.�— 348, .... .:...:...:. .:...:...:...:.L.:...:...:...:...:,..: ..:...:., .......: 101-00 11+00 12+00 93+00 14+00 15-4-00 166+00 SOUTH FLOWL INE. PROFILE ---CURVE TABLE fp6E +f J,U. _I LEN H1 T— GEI i4 GE TANTANGENT Cl 1785,00 15M 1 00'28 53' 1 TFC C2 1753,00' M4.59' 11'55 00' 18296 C3 1771 00' 4G&22' 13'12'25' 245.62 C4 , 178a0D' !., d 39 I 3'48 b 7, 9.70 7 -_ ,.J_ C'- 7 Do '1 42,69 97'49'46' 28 67 C9 _—_ 25 VC 6 %51'47 '4" 2LE� C7 „ 89 00' 193 &2 6'12 27 97.01 cD - 6r'rrwouisq q� � i a e. W m E�a a>ov,p Qw Gc?CZj9 z7LL _ C9 3/.00' / 1140 17'4453 .,5,78, 2(15.4v —111111 CUM � CIO MCA' 1i 19/17 ;37'3149 _ 55 2__—i i 9:'06 02 ..I C12 37,00' 61.99' 1 96'00 02 41.09 �C13 EJ UO 16458 i17`.�/ / i'H. �, - C1451 OJ r7552 '8"4006 415.07, [C15 0700 x079 I 83835 30.3) - J � U Gtj�UO wOV, ?'� z�r r z I OWmGF' �BJ (>5� z�wttGC e?t 1 Lu ¢ 00 LLJ I ¢MttiGz z��s W mX , G WYC¢rJ0 0 i✓✓ Y� � LL. V' U' �O J�OCrJ G. LLA LL {OLV GOYm w 0 Z. N Q q o}=nGz��-UrG. z tJ}ry 4 cD - 6r'rrwouisq q� � i a e. W m E�a a>ov,p Qw Gc?CZj9 z7LL � NCO t9 LL-'sz w2?zu `OV ppa�yy O SJ.. A `vi�i`z �.:ww;�a ppryry f ...A �NWUNu`C�B i'H. �, 4C�0WNb_'�n I z� G Trym mm0 zp�wu jy ��c) i I V '2-C lJ2 120 t CL tm e a Ly 0 a ui c I 00 LLJ I 4 homes Z 4 uj f I I i I I z� G Trym i I 1A3E 911.,12011' PA JOB No 13 2750H SHEET 6 OF 10 SHEETS MN7i JL+L1Qfil NATES Ell Iq CONSTRUCT B' CURB & GUTTER PER C.O.E.STD DING ST -i [J GOi-1 ;TkUCT 5' DE STANDARD S � TYPE SIDEWALK PERPERSTD. DWG. ST -3. -3 CONS RJCI VHEELorIrc RAJ ��i CALf'A . REVISED STANDARE) PL iN AS3A CASE A' CONSTRUCT NIDE (,ROSS -GUTTER PER C'1B SP), D'N/ -35. (rON- RACTOR SHA COMPACT AREA UNDER CROSS-CUfTERa AND A MINIP'IUM Or V EIIHER SIDE TO '95/ P.4AX. DENSIFY, 1G A DEPTH CF 1') IoJ CONSTRUCT YPEA CATCH BASIN PER C J B SIT). NO, D-14LCE PROPOSED STANDARD DRIVE APPROACH PER r 0 B. SID DVJG ST -4. (SEE ',HFFT 2 FOR DRIVEWAY LOCATION DETAILS) F'V,t KCJA rPc''T4 PROPOSED 4' WIDE SIDEWA_EASP EI' - B:---FFt t2 .-thSiRl_ta, SLL1T'. 51 CONSTRUCT 5' MILE COMBINATION TYPE SDEVIALK PER 31`0 DW(:;. t91 CONSIRU T 6" CURB ONLY PER DTAIL ON SHcF1 10. rL FI_OWLINF ST.ALICN /- LANDSCAPES AREA (r cANDSCA'PE PLANB"@l"HE-'S) JUST ALL ".LISTING MANHOLES, C EANOUTS, VALVE COVERS MONUMENT ENCASEMcN'S, 'ETC TO RNISHED GRADE PER CITY STANDARD: ALL ALAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED - 4 2.� 7 tli�, VI � I 22 q 1 T I P%L ,PROPOSED AR; �J ��� AS:4( OF WALK K F �.....�,_ L I It) ,TI 4r2 r2 o+ua of L( GTYF )YP f SI 5D R/ hI BACK OF WALK n i 04 11 _ J 503 14 1K iZr_i pUl _ w mol, CLOVE R IE.LI q, RCI_ +I .�} INSTALL HOLOPHANE. "CRANVII_LL' PREMIER LED LUJNAR (5 LEU --4K 6QH' ARRAY) WITH 1.7 F i-1A4�_TJN ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY _NEiNEtR. �•di I �.fTt c :'£%1 ` $ COLISTRIJGT SURVEY MONUMENT ENCASEMENT PER C,O.B. STD D`G+ ST -13. -1- INSTALL STRFEI NAME SIGN PER CITY STANDARDS. I A_; AN05 tPEP I { i � A,Sc s rn � o r� .v F`It' I F PLACE. -P' L..T .IVP G /... f P.� SURVEY .A,JPIUPn _IlI PRO _. L..C�. \s, JI S SE,10R 64 APItIQ_E �c �v E s I { d r \ 151 �t A F f- a All A! Z U_ANCUT I ' F_ Ji d i ec { 1 - �I'ORIm JR:\IN ".AANFIULE �< art 7- O iT t RIGHT-OF-WAY �J.7Y SEWER 5'0Rty' DRAIN {--'__.�. 'I . �<�5-0Hy I _.- EXIS£ING EDGE OF PAVEMENTA'J / ✓A'r.� T­T t t __�) c� r / A HANp}CAP RETURN DET AIL 7 ,CALL '1"-10' (SE !' �`- i'I VJN 'JN O �r FFA cF� I( N' 25 'zi-�i j ttl .� . n�1 . �, r ,� �J - r � o/.'- u w w Ol a, N M1 Ny [!/''LF4'di LL, cp K [V < N 1 .F1 rr f 27418'46"9h LIQ �8 33.00' _1 , 2/..6 o 14.4 O �C9 MAI CID ! 500.00' 29,89' 11 IN6/ R C11 318 00' 47.31 142n SEE DETAILA !L'1 i_7- , 1 - i '14_3 --_ �222 72+97 9 1.r (SEE SHEET 9) -,I }- � "" it 1 S i 26 3aETHE STRE LAVE RETT WAY CONSTRUCT MIN, 0.20' FYPE "a" A.C. PAVING OVER HORIZONTAL: 1"=40' MIN, 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD, VER MAL: 1"-2' COMPACTED 10 95% MAX. DENSITY -11-4.5 R=48 icn)Njr UR`JFxr �cy)4 URv-�� n13,N:-i ry;r"J'• .__..___ _ONnt U13Vi,._- ry'Icv 1 334 I( If r1 II �1. J ^J ,j Ey/J/'l;16 G/ Il ✓// P,?C l E .� . n�1 . �, r ,� �J - r 4rf a/r0 .. .3^4 u w w Ol a, N M1 Ny [!/''LF4'di LL, cp K [V < N VIOi 27418'46"9h LIQ �8 33.00' _1 , 2/..6 o 14.4 O �C9 MAI CID ! 500.00' 29,89' 11 IN6/ R C11 318 00' 47.31 142n OW31 25 ! 23.70 1 C12 25.00'_ _.-3569 a v 2. 21 22 + i 61'4/44 UT5904 02-4518 21 .6'5' I !:14 258.00' '5.00 1x.00 75U C15 31740' 5J00_--_ 7 02 78'4006" I 45._07 �6 C17 3000' 458 I117'59 54 i2 18 3 / "0' -I 7 c 86 19*55 11 6 51) C19 37 00',.0 :52 I -0..: yO_ ._.,_ 7- 11n FT : l I 352 Vn 0 O L7'1 I 1 f K � Fn Typ t 352: DME �71�w-o 7 LPA LUES IN0 93-27bOHj ; .: ..:. JE:SIG'PJ F/GM1NE PROAGa`--L '4 --D - j. �, .: .: 1 : 352 I f1 �_- a 350 .. .. ... .. .OE�(drl'R011'/r/F PRI.'F1C£-/.. .. .-0,259 ,- .350 9-00 10+00 11+00 12. ems" 13+00 WEST ('LOWLINE PROFILE :. :IJ :35 350 SSSS. SSSS. SSSS... SSSS .. SSSS. SSSS. SSSS S5-'_`..",`_ SSSS.. ..... .:. ........... ..:...:.. :... 343 10+-00 11+00 1�)2T(D0 1:3+007 14- 00 Yi}i�EST FL OWILINE ��y Pi\V�iS_E f ONSCUlnVE :ON CURVE ; n 354 d,� u a YDS/lN rK,✓/O a,7 / - 1 r3 �� 0 r7 , .. . , . _ .354 .... SSSS SSSS.. SSSS -.�M SSSS, SSSS.. SSSS 3i... .352 .. ... 350 "a ... SSSS SSSS. � SSSS � SSSS.. SSSS.. � SSSS. SSSS. SSSS �. ...346 10+00 11 +0 0 12+00 13+00 14'-1-00 EAST FLOWLINE1 PROFILE IDENTICAL POiN PI_ 20 (I/t- PROPOSED fdfW , I BACK OF NALK 9 Lr)� ot, \\�/ II 3 I( If r1 II �1. P C^. 2 C.,37,00_ 081[ �11a6 JO'00 E 4rf a/r0 1�J ri u w w Ol a, N M1 M1 J.Q cp K [V < N VIOi 27418'46"9h LIQ �8 33.00' _1 , 2/..6 o 14.4 O �C9 MAI CID ! 500.00' 29,89' 11 IN6/ R II 3 I( If r1 II �1. _ `.. - _ - - C- J5.00 I 5 3a .. 19r.00 00 01/ 55.00 2 C.,37,00_ 081[ �11a6 JO'00 SI. U D 4rf a/r0 19�sJ s.S o � T_5 29.c0' C6 cs 25 CLL O OZ c�Y: _ Ifj -1 cp K [V < N 201,08'I 27418'46"9h m " �8 33.00' _1 , 2/..6 o 14.4 O �C9 MAI CID ! 500.00' 29,89' 11 IN6/ 14.90,' 51.84 C11 318 00' 47.31 142n OW31 25 ! 23.70 1 C12 25.00'_ _.-3569 a v 2. 21 22 + i 61'4/44 UT5904 02-4518 21 .6'5' I !:14 258.00' '5.00 1x.00 75U C15 31740' 5J00_--_ 7 02 78'4006" I 45._07 �6 C17 3000' 458 I117'59 54 i2 18 3 / "0' -I 7 c 86 19*55 11 6 51) C19 37 00',.0 19 I I 3¢31 11n FT : l I I Vn 0 O L7'1 I 1 f K � Fn Typ t 0 - y - Ir 533'14'53"W 1++551 1 3 I f i R,/vj & �L? J ' - BACK OF WALK (IAT E STREET) CURVE TABLE CURVE I RAJILS �f J'Al T6' ANT C1 0 1£ii 2s 1L9'a0 /2 170.53 _ `.. - _ - - C- J5.00 I 5 3a .. 19r.00 00 01/ 55.00 2 C.,37,00_ 081[ �11a6 JO'00 SI. U D 4rf a/r0 19�sJ s.S o � T_5 29.c0' C6 cs 25 3731 41,66 1 8530 118 95'2813 23.11 2.5 _ I'h 1 pl 201,08'I 27418'46"9h �8 33.00' _1 , 2/..6 I a , 3" ., 792 _05'04'2111I 193634 14.4 O �C9 MAI CID ! 500.00' 29,89' 11 IN6/ 14.90,' 51.84 C11 318 00' 47.31 142n OW31 25 ! 23.70 1 C12 25.00'_ _.-3569 a 9 46 28.67'--j C13 2500 61'4/44 UT5904 02-4518 21 .6'5' I !:14 258.00' '5.00 1x.00 75U C15 31740' 5J00_--_ 7 02 78'4006" I 45._07 �6 C17 3000' 458 I117'59 54 i2 18 3 / "0' -I 7 c 86 19*55 11 6 51) C19 37 00',.0 19 78`3d 33 I 3¢31 I \b t \J' �1 C GREE :NDALE COURT CONSTRU r MIN. 0.20' TYPE E" A.C.PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. CRD. COtiIP,ACTED TO 95% MAX. DENSITY TI -=4.5 R==48 V.C. 4 5 2 HORIZONTAL: 1"=40' VERTICAL: 1"=2' d 11� V IfLL1-' O Il0 G91 --• � G! N M G, UYNip) !' t C) N lil ) O(rJOV' I''�OEO� N Id z NIVN'9- ij' [n_t' 0 O I'h 1 pl 0 fy yl t{�ll �X ¢1 N,11 LU CN Z 0 a I I 354: EX/Ll/P / (AVID- -v0 /'!i ( v� tc° +•- o, f "' 54 - ...I. �> ... FT : l I I Vn 0 O I 1 f K � t 352: DME �71�w-o 7 LPA LUES IN0 93-27bOHj ; .: ..:. SHEET,_ I . .: .: 1 : 352 -0.251 �_- a 350 .. .. ... .. .OE�(drl'R011'/r/F PRI.'F1C£-/.. .. .-0,259 ,- .350 9-00 10+00 11+00 12. ems" 13+00 WEST ('LOWLINE PROFILE I I: r� 4..� �L- (✓/>lliYt R)UU� �/' F/LE-., Ir'�i aty °�c'vj rilu 1 gam. C \ Lv 352 3521SSSS SSSS. SSSS SSSS -- D.zw 350:.. SSSS ...:.. SSSS: orsr�r✓fLat��LniEPROFu-£� "�,�.-s1.z�� .-. ,,.�- -;-�. �� 350 9+00 i0+00 11+00 12+000.79%_J +0.78% 13+00 EAST FLOWLINE PROFILE C.O. d8 �a 'co 9m mph v L p w F cow 1-Y'¢f-.c r L rn I G p3 . k z W r n �w �a K U U ¢ t9 W k �- a UUz6 ♦I rL,� W S WW, ca'a�n�z'. u 4 L ' �szazyuoo �' �� is o ]KZK V w R ` w'VI o� S L p I ti E r JtnKY�V4Q'Jp K >t S odM �"xr3� z rWi O w w 2 s y ti s=rcx� z r1 -on a� sl cr I I LLI' L` t co z � I W CL 0 fy 00 �X sl cr I I LLI' L` t co z � I W CL uj 00 z co LU CN Z 0 a y '\p1Sl�u � _ ( - ?CIV PA 1--f co CL uj 00 z co LU CN Z 0 a < I wp UJI FT : l I I Vn 0 O I 1 f K � t DME �71�w-o 7 LPA LUES IN0 93-27bOHj SHEET,_ � _ ( - ?CIV PA 1--f i -I TRI ' 'TIS hLQTE2 L1 CONSTRUCT 6' CURB & GUTTER PER C0.0 SID. DWG, ST -1, L CON 1PUC1 WIDE STANDARD TYPE SIDEWALK PER EFY. DWG, ST -3. U CONSTRUCT WHEELCHAIR RAMP PER CALIRANS REVISED STANDARD PLAN A68A RASE "A" GONSLPJCT `NIDE CROSS GUTFR PER CUB. STD DWG S-35. (CONTRA( -FOR SHALT_ COMPACT AREA IJNDLR. CR -OSS -G TT RS AND A MINIMIjPoi OF V LT'-iER -IDE TO PJ/ MAX_ DELI , TO A DEPTH OF 1 ) [, CON8f11cr 'TYPE 'A' CATCH BASIN PER C.O.E.STD. II NO. D-14 PRODUCED STANDARD DRIVE APPROACH PER GO,B. STD, DWG, ST- 4 ('EE SITES' 2 FOR DRIVEWAY LOCATION Dc TAILS) i7crC-+.3 RCPO. D 4 'dl'Jt-D_'NAL'rC -Iroc rU=.+L�-FtEb ASEI'EN E3"-�F'AR-A�E-4.`d3�f,}� hE+H_ L8J CGNFTRUCT o' WIDE COMBINAFON TYPE SIi W„L✓. PER SID. DWG -3. Eli OONSLR CT 6 CURB ONLY PER DETAIL ON SHEET 10. L FL(MALINE SIAIION L/S AREA 'SEE LANDSCAPE PLANS 6t OTHERS) ADJUST ALL EXISTING MANHOLES, CLFANOUTS, VALVE COI -RS, MONUMENT ENICAS'=MENfS, ETC. TD FINISHED GRADE PLP, CITY SIANDARDo ALL PLAN VIEW Ti STAOPING 1.9 BASED 0'N CENTERLINE DATA UNLESS OYHERWI`.,H NOTED et0 I 'ROPO ED LANDXAP LOT TO BE )EDICAUp ON FNAL MAP Q11 for 9 �r INSTALL ,IOLOPHANt PANVII LE PREMIER LED LUNAR (5 LED --4K 50W ARRAY) dJI'lli 11. FF, HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINt_ER. ., CONSTRUCT SURVEY MOfAkhC f tN A��MEDT PER C. �. B. SID. DWG. ST-- 73. + INSrALL STREET NAME RIGN PER CITY STANDARDS. ZU EXI : INC SURVEY MONUMENT - PFOTFBT IN PLACE. CS) SEWER MANHOLE ?J _,-VEER CLEANOUT co STORM DRAIN MANHOLE ---- RICH i Jr INA f -- EWER - -- STORM DRAIN — — EXISTII'AG EDGE OF PAVEMENT A as o x€ 12 I o IJ + 114 r 15 N + 0 3 S ECE DETAIL {' j Iy \ H PROPOSES Q -W 8, BACK 0: WALKrl , ri tL2r - ,,,,- J SN114139 4 4)� o i Y 11 .E DETAIL 0 E CO EDENDALE u CONSTRUCT MIN. 0.20' TYNE B" A C. PAVING OVER MIN, 0.40' CRUSHED AGGREGAIE BASE OVER MIN. 1.00' NAT. ORD. COMPACTED TO 95 MAX DENSITY Tk= 4.5 R-43 10 CURVE TABLF IJflVE A, CLLTA �ANG-TNT -' ! 21 j 42,00' 193.90 264°Lt 57 / I ji1 L"2 L 3T OG 10.83 3C. 37.7!' t1 8Vh)' 6, 3505 _' 1 `46 C4 49?DO 187,59 221`3;` _ 94.37 C' � �D, �c r_SUO.V. 94.E i �- - 22'17 3, R 9..52' w i_51800 159:)9 1741'48'_ 3064'_._ ��gq 11. 16T-1 7'44'5) 3' � I 80 00 ' 19217 �7 a5 Zoo 41_- C9� S100 1329 12034'30' MEI N O3 J +I I 6' 18' - C11 37 ^v i 61.99 � d6'J00[ fi ;1.09 u _.I -� PHASE 5 PVA RE i 4)� o i Y 11 .E DETAIL 0 E CO EDENDALE u CONSTRUCT MIN. 0.20' TYNE B" A C. PAVING OVER MIN, 0.40' CRUSHED AGGREGAIE BASE OVER MIN. 1.00' NAT. ORD. COMPACTED TO 95 MAX DENSITY Tk= 4.5 R-43 10 CURVE TABLF IJflVE ft1QIJT 1_NGTH CLLTA �ANG-TNT -' ! 21 j 42,00' 193.90 264°Lt 57 45.33' L"2 L 3T OG 10.83 3C. 37.7!' t1 8Vh)' 6, 3505 _' 1 `46 C4 49?DO 187,59 221`3;` _ 94.37 C' � �D, �c r_SUO.V. 94.E i �- - 22'17 3, R 9..52' r i_51800 159:)9 1741'48'_ 3064'_._ ��gq 11. 16T-1 7'44'5) 3' � I 80 00 ' 19217 �7 a5 Zoo 41_- C9� S100 1329 12034'30' 1 672 CIO 1 55,00' 19216 1960002 I 6' 18' - C11 37 ^v i 61.99 � d6'J00[ fi ;1.09 _.I -� 6 y+ PROPOSED }V 2c 2ACK OP WALK 9 SIDEWALK 4 DETAUS LLJ LOT .A LOT 4 > I <l( ; T FN�I,�c,r, -.i r_ .I L A\ OM ;I! ]ION F(, DE IA r*ED r 1L 0 E2 I- X ,' LAND .;Ar -E Irl AREA CLOVERFIELD CIRCLE 7 - X"A' SIDEVI AREA DETAIL S6'ALF: I' =20' 8 MOTEL ]HE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%. LOT 15 --- P JII l� CC +II t U: -u I,, C, CH,L AS D �_Vt I s a�lr LOT 14 ��JL .pt1U✓ A ,D�l S N S1Dr_ h AREA DE�iAi _ �,8 caIL, 1;=20 - HORIZONTAL 1"=40' VERTICAL: 1"-2' RAINDROP LANE 354. m.� MI rt I V3 a I (� 171 ` FX l�JC ✓� ROILF 1 _ . 00 . . r Ilw i v7 f ��gq I 3' gq W 4 H J :`3 I CL 4z, _.I } ate. 32:... a _ ;.. 1 I i 1 I O m I ...... ..... ..... .... ..., 5f 3Z FTE W1 ;t20-1 I PA JOB No 13-2750H .... SHEET- -- 8 F 1J SHEETS I! . .. :.... ... : .. .: �'\. : .. G'E7Gi1 d 0mu"IE PROFILE)..µ. : .. ,—AJ ?�� "."_. .. _._-.-••- _• m,.:... . MO-. .... )........ :...:..,....:..,, ...3501 8+00 9+00 ........... 10-+-00 . 11+00 12 -FOO 13+00 14+00 WEST I L t�jiPl�L.IN }PROFILE �iDEN TICAL POINT � i W S I rsv; t -I � Vi vii ,. Z, a. HIS Cl i.. 4CCE G� �l l✓'lii /i7VA %ALL 354 .... ................... ............. I;.€ .354 _ _ 352 f _.__" ..... ... ..... 352 _... ....... .... ...... .............. ... ........ . DcJlGN Fi04YumJ pwu- .... ... D:2':j`7, � ... '-`-.`--'A- ...... -Q 25� .. ...... . 350. ......:...:...:...:...: ..:...:...:. .:...:...........:.. :.......:........... ...:...:.. :... ...:...:...:...:...:... ...:SSI) 8+00 9+00 10+00 11+00 12+00 13+00 14+00 EAST FLOWL INE PROFILE 4f r _I A n PE vltc„ LOT 22 I� (� SIDEWALK AREA DETAIL BSCALE. 1"=20' , .T EDENDALE COURT z vz0 I (h w¢z Vt- rz f t5)L� t e i v Jtt p m✓ I L0O ��y 1.8.J - LU 1_0 ,cao- Y "�acp.Jom3 y yy N U x- �cRl-�nl=z 'G a r r orr cpo a 0 w Zw C'o pam \' 9C h jI O0SI'OGC�2 Ci w. O�iz ize RS z na Z u� v m ru'i .moi ow pzi clU��o � 9 ua0 oao� 0 n zawu 2l GTt)U'YO 1^ Jo 1>w u m p m,n J(��zz�LL up o�� ¢wpw as ;rm t9LLF UO SSG I IW so QD u W e AREA PROROSE�D SWAD (SEE TRACT 7288 GRADING PLAN) �D SIDEWALK AREA DETAIL �" I SCALE 1'=20'�- m LK rt I I wfl 00 I r Ilw wl3 f ��gq I gq W 4 H I CL 4z, AREA PROROSE�D SWAD (SEE TRACT 7288 GRADING PLAN) �D SIDEWALK AREA DETAIL �" I SCALE 1'=20'�- m ' I 00 I z 00 f Lu gq W 4 H I CL 4z, } ate. I 1 I I 1 I i 1 I O m I I FTE W1 ;t20-1 I PA JOB No 13-2750H SHEET- -- 8 F 1J SHEETS I! QONZ-LRUCT#_t tN tvQTE Ell CONSTRUCT 6' CURS & CUTTCR PER C.03- STD. DWG. Sr -1 L2J CONSTRUCT C WIDE _.IANDARD TYPE "IDI -WALK PER STD DWG. ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTPANS REVI.V rj STANDARD PLAN A88A EASE 'A". 14j CONSTR<Url I'VIDE CROSS-C'UTIER PER C.GB STD. Dnir S-35, (CONTRACTOR SHALL COMPACT AREP, UNDER r ROSS-(OUTTERS AND A MINIMUM OF V EITHER! SIDE TO 95Y,, MAX. DENSITY, TO A DEPTH OF i•) CONSTRUCT TYPU 'A' CATCH BASIN PER C.O.B. STD. DWG NO. D-14 PROPOSED STANDARD DRIVE APPROACH PER C,0.8. SID. DWG. ST -4. (SEE ShEE'' 2 FOR DRIVEWAY LOCATION DETAIL ,). Y£tL mc, 91 02+"1022159 O. tle (7� PROPOSED 4WIDE SIDEWALK -P6 '€EI6-UFk--T� EASEMENT F}>F-S6PAfcA-}`;=-IPFS'fft't3 !NRI9. CONS RUCT 5' VADE CONIENNATION TYPE SIDEWALK. PER STD. DWG_ ST -3. []9 CONSTRUCT 6" CURB ONLY PER OETAIL ON SHEET '.0. FT_ FLOWLINE STATION L/S LANDSCAPED AREA (5--. LANJSC APE PLANS BY OTHERS) Cn� ADJUSTO EXISTIN3 MANHOLES, CLEANOUT, VALVE COVERS, MONUMENT ENCASENtNTS, ETC. TO FINISHED GRADE PER CITY STANDARDS M -L PLAN VIEW STATIONING IS EASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. P DU NAR H r 0 HANE "GRANALLE" PREMIER .;:�.. IN ! _L C J I LED L.1NnR t., LFL -4K SOW ARRAY) `ivl'TH. 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER, O CONSTRUCT SURVEY MON HENT =NI ASEMENT PER C.O.H. STD. OVIG SI -13. + INSTALL STREET NARIF SIGN PER C,TY STANDARDS. dA EXISTING SURVEY MONUMENT -- PROTECT IN PLACE, U SES! R MANHOLE CCJ SEWER CLEANOUT STORM DRAIN MANHOLE -_--- RIGHT-OF-WAY SEWER _= STORM DRAIN —' - EXISTING EDGE OF PAVEMENT L AVERETF WAY zl (SEE SHEET 7) 0 IR 3 or �•� O 1 � NV r�yl J/ NI .1 f1 5 0 O� Oi `Y .J 6 7 / I ! 3 Y(?4 I 1 1 1 al � + 23 SFE DETAIL H,-'14 5'V PROP( eAc,r of W%I< InlrvP Y i CA as C1 iu+Jor \ 1= [� I J T \ -- - -- 3'-- -.7- - =- -- J - a--- FTT T7 Yl �� `/ _. 1 % �_� I , ROPO`,rD �/w & i J _ BA.CK OF WAI K Es El � i c + w 11 J„I 20it 19 F' 18 E 17 l 16 A 15 CLOVERFIELD CIRCLE CONSTRUCT MIN. 0.20' TYNE "B” A.C. PAVING OVER MIN. 0,40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' PIAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=45 10 I �_ ;. \; w TYP J_ p u 14 2 13 r. O C M 7?.21 11+00 CURVE TABLE 14+00 15+00 G 18+00 ,354 I 3v'ti wow I NORTH I I CUf(\ _._ RADIUS Ic NGTH '', DELTA i TA<`.vPNT J- w ad a a r G 4 �l. V D Iz ttlP}. C1_ 6. T"rr7 ILr 19 _... 11 ' __. i?u 93 w L z �iv C9 G Gley! I F t'rr vG L u ¢9M _12nJ V ip m Z O J T T p 0. 2 n C2 5. OD' ]. 85. 9' 3 � 90 J � DO � 5.,..,0 I 2 a z z w - `-...._ . ._. . . ... L- 0 .. _ L1 Ow x� Ez�>� '< . . ... . .. C'R . - 90'0' 1._37.00 1 Boz-'vlww � t9 37.00 12.86' I 19. 11 1_5.50 `' � r � � � . 5 33.06' 2716 G92� ? � .W, + _47 14.40 � r� n" : ......... ... ....... : :....... cs 42 00' 201,08' 27418 3a.95 1 w s T G o' 354 .. — -- , .5' a15TIA1 c run/n 'n d w 0 two SGCOC K2�LZG � 7 Vi Ql x 1 LL - _..... ,D z o .'/, y1 .:....... :........... :..... ..:. c��co� u pn NG�lI 1LU41SNK � u) Fri DESiG1VRaffINPROfLE-).. a FSpi W00?•w.J �[ LU J O :....- G>z i4w uQ�j z N �(rye-trw�oo.30 � L U7 tV u � y('O �.1.J CVS J�GwI-'LVCj ry( per+. { IL Q<ti$uOn''G`''p w "o L zo eL 3zz>_J r X40>> O O'mnjJ�s�v.0 n o: a wLow n�� � I r •___I 91 +! +i + + m !co �- i. h, r I �_ ;. \; w TYP J_ p u 14 2 13 r. O C M 7?.21 350:...... : : :.. .... ..... : : : .:. : : ....... 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 ,354 I d+(CURVE I NORTH FL OWLINE PROFILE �. LL � �l. 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LL �l. s� � rtr//✓v 1tallE . �` r_-Ea�l1/1 Al -----•-•-___..._®.-_,.'. - `-...._ . ._. . . ... ., ..-o-e..._.,--,-,r �� . 44) l5i .. ,T. .. _ ... - / . . . . ... . .. . . ,ul. . 1, ry .T-^----x...57-..._r�,. � J... - - - _ --" 2sq .,.�_,.,� _ _ _ - - T. OEDIGNf1DMfit;FPROFI/£-� 352 : ......... ... ....... : :....... : : ...:..... . 350:..:...:...:...:...:...:.......:...:...:.......:.......:...: ..: ..:...:... ...:...:...:...:...:...: ..:...:...:...:...:...:. .:. ...:...:..... .. ..:.......:.. :...:. ..:...:...:..,:.,.:...:...:380 94-00 10+00 114+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FL.OWLINE PROFILE la HORIZONTAL: 1"=40' VERTICAL: 1"=2' IGEN fICAL POIN (9 0 °qV �. V^ 0 W I I &I : ITS � i 1 i�[6W E 9/15120 7 PA JOB No. 13-27501-1 11 SHEET CON3TRSJ i QN EPTEa [j-1 CONSTRUCT "o" CURB & GUTTER PER C.0.8. SIU_ DWG. ST -1. F77 GOPISTTRUCT 5' WIDE STANDARD T"Pt SIDEWA! 1 PER STD DWG. SY-3. CONSTRUCT WHEELCHAIR RAMP PER CALTRAND REVISED ., ANDARD P1 -AN A88A CASE "A CDN RUCT NIDE CROSS -GUTTER PER COB STD. DING S-35, (CUN FACTOR SHADL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM 1TF t EITHER SIDE TD 95J NIAX DFNST'f. YO A DEPTH O 'I') IS CONSIF=T TYPO A DATGI BASIN PER CO,B STD. POO. NO D-14 r� PROPOSED Dr TANDARD DRIVE APPROACH PER G.G.B. STD DWG SI >' (SEE SHEET 2 -OR DRIVEWAY LOCA IISJ �7PROPC` D 4' WIDE TB L WALK PUB IC UTILITIES E SEV Ni BY SEPARATE INS-R1UNENT. [df CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER ST) DWG _. ,] CONS RUCf 6' CURB ONLY PER DE -TAIL ON SHEET 10. FL FLOW INE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE PLAN' BY OTHERS) ADJUST ALL EXISTING MANHOLES, C rANOUTS, /ALOE COVERS, VONUMENT EVCASFL"ENES ETC. 1(1 FINISHED GRADE PER CITY SIANDARI.. ALL PLAN V E`V STATIONING IS BASED ON CENTERILINIF DATA UNLESS OTHERWISE NOTED. L=_1 NV U PROPOSED 6" CURS F< GUTTER PER `.08STD. DWG. ST -1. i� PROPOSED LANDSCAPE AREA (SFE LPdJDCCPIE PLANS 3Y OTHERS). CC) PROPOBFU !LOCK WALL (SEF WALL PLANS). D PROPOSED 6" CURB B NO GUTTER SIMILAR C.O.B, STD. DWG. STS PROPOSED BLACK WALL � T ©E MANNAINED Br HOAR ' WIDE PRIVATE RE. IDFNTIAI LANE I _ IO KO PARKING7�\LA " TT 7288 s TT 7288 ,rl =SLOPE VARIES FROM 1.5% TO 15% *= SLOPE VAI<IFS FROM 2% P) 31 (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET TIO BE MAINTAINED By IIO.A, PER `WMSi EXHIBIT SIMILAR 4--14 ate 4-•15 TYPICAL 30WiDE ALLEY t ` WMSP_ PRIVATE RESIDENTIAL LANE .,l?,(_ NOT TO SCALE ClES- 111��` Nv7`"j/ LANDSCAPE 16]^' 5 12 3 INSIAIL HOECPHANE "GR"NVILLE" PREMIER LED LUNAR (5 LED 4K 60W ARR.=,Y) WITH 12 FL HAMTLTOI AI_UVINIIM POLE OR EQUiVALENr AS APPROVED BY CITY FNGIYIFFR. ;AT CONSTRUCT SURVEY IdCIIUMENf ENCASEMENT PER C.0.6. SID. DWG, S1 15. -f- INSTALL STEET NAME SON PER GIT( STANDARDS EXI -TING SURVEY MONUMENT - PROTECT IN PLACE, J SEWER MANHOLE �1 SEO� R CLEANOUT tl) STORM BRAIN MANHOLE a _-----�- RICHE -OF -WAY - EWER STORNI DRAIN - EXiS'HNG EDOE OF PAVEMENT NOTE; 'THESE MODIFIED 5ECTIONS WERE APPROVED PER VTTM 7288 'LOPE VARES FORM 1.57 TO 3 5%��<./% SLOPE VARIES FROM 2% 10 '1 Y � T (SEE PLAN VIEW( FOR STRUCTURAL SECTION') ERZ STREET TO BE MAIM AN80 BY H2O,A. PER "'> MSP" EXHIBIT SIMILAR 4--14 & 4-15 TYPICAL 30' WIDE ALLEY AlLAf)P PRIVATE RESIDEN�i,AL LA�ic„ lc NOT' TO STALE r' 5 SEE NOTE "C' ^� TYP.CAL 10 NOTE 'A': VERIFY EXISTING LOCATION ANN f 1 EVATION IN FIELD PRIOR LO CON TRUCTON AND NOTIFY ENGREFR IF "THERE ARE ANY DISCREPANCIES. P01E R. CENTrRIJilc SHOWN IS FOR CONSTRUCTION/CONTROL PURPOSES ONLY, THERE WILL NO BE PAINTED CFN IFP UNE S IRI( ING. NQIE C: DRIVEWAYS ARE DEFERRED UNTIL HOUSE LCNSIRUCTION FOR EACH IOT. SHOWN FOR UTILITY P-ACEMENT ONLY. Sc V c_ I> 39 50' I II UN ('URtIE R/w R/,m PROPOSED BLOCK NAL L VERBCAL 1"-2' 5' _ A4 IN BE MA7NTANED BY HO.A � I jg U,E ((IMPROVEMENTS I PER VTM No. 7245 \r i �3 1 � 2J14.00 I o23.5 1412..1 31 J.Jo_ pp 1 C ,E Dic ou'�zn Ji ut F z Nz �'�,• IS,L6 \ L/S .J Doff' WIDE PRIVATE k=S�D N TIAL LAND I TT 7288 V¢`Ep AREA ! ;' NO PARKINEITHER SIDE PROPOSED U A.�. � II TT 7258 LANDSCAPE LOT r n1 9 u . . E 'LOPE VARES FORM 1.57 TO 3 5%��<./% SLOPE VARIES FROM 2% 10 '1 Y � T (SEE PLAN VIEW( FOR STRUCTURAL SECTION') ERZ STREET TO BE MAIM AN80 BY H2O,A. PER "'> MSP" EXHIBIT SIMILAR 4--14 & 4-15 TYPICAL 30' WIDE ALLEY AlLAf)P PRIVATE RESIDEN�i,AL LA�ic„ lc NOT' TO STALE r' 5 SEE NOTE "C' ^� TYP.CAL 10 NOTE 'A': VERIFY EXISTING LOCATION ANN f 1 EVATION IN FIELD PRIOR LO CON TRUCTON AND NOTIFY ENGREFR IF "THERE ARE ANY DISCREPANCIES. P01E R. CENTrRIJilc SHOWN IS FOR CONSTRUCTION/CONTROL PURPOSES ONLY, THERE WILL NO BE PAINTED CFN IFP UNE S IRI( ING. NQIE C: DRIVEWAYS ARE DEFERRED UNTIL HOUSE LCNSIRUCTION FOR EACH IOT. SHOWN FOR UTILITY P-ACEMENT ONLY. / rPRO OSEO RON M -( \ -- — 4 t ROFOSED KbCl<. NAI L� TLfu �-.0. n. rAAIN ,iNhEy F3 7 6 PHASE (PRIVATE PET) 10 11 a I-ANDSG.APE- 1 0-I. IQ- 9Q.QV ..,EE NO FF "i it I I {I ! I Ia SEE o BELOW LEri a 1 'CAMPUS PARK DRIVE (SEE P,k 12100 STREET PIANS) t, \, y Dy' J.I of - [ I L - f_--- T, 11 Imo."I x'91 3. I i LrJ I /i Imo. I ISI f I Al J I I L14 f vIs II 'h RrIE1��IT� i1 G' �I �oFp Ntl <,TQ9 PtApl> ; 6 ' Y HORIZON- AL: 1"-40' VERTICAL: I"=2' Sc V c_ I> 39 50' I II UN ('URtIE RALIUS I J„P; �n r A ?P4"IT VERBCAL 1"-2' �)I -- 2494.00' 1510 fii' .; C I I 1317,0 I 2507JI .a��oF wLQa z. ¢ o x i �, p w �, T; roc C2 2a04 aL''� 605 21' j 13 �2 7'' 304 55 �3 1 � 2J14.00 I o23.5 1412..1 31 J.Jo_ pp `1 ION CURVE ,E Dic ou'�zn Ji ut F z Nz z IS,L6 'nitV I.] n'r m IN xc'po1'-uz 13 V¢`Ep CMI � it it41, 356. U A.�. 1 CW�Z-�p2GT-r"J L�Cm 3566 n1 9 / rPRO OSEO RON M -( \ -- — 4 t ROFOSED KbCl<. NAI L� TLfu �-.0. n. rAAIN ,iNhEy F3 7 6 PHASE (PRIVATE PET) 10 11 a I-ANDSG.APE- 1 0-I. IQ- 9Q.QV ..,EE NO FF "i it I I {I ! I Ia SEE o BELOW LEri a 1 'CAMPUS PARK DRIVE (SEE P,k 12100 STREET PIANS) t, \, y Dy' J.I of - [ I L - f_--- T, 11 Imo."I x'91 3. I i LrJ I /i Imo. I ISI f I Al J I I L14 f vIs II 'h RrIE1��IT� i1 G' �I �oFp Ntl <,TQ9 PtApl> ; 6 ' Y HORIZON- AL: 1"-40' VERTICAL: I"=2' Sl( oTF 'c * TYPICA�T I f !D_CA`, PREA LANDSCAP LOT CURVE TABLE Sc V c_ I> 39 50' I II UN ('URtIE RALIUS I J„P; �n r A ?P4"IT VERBCAL 1"-2' - -- -- 2494.00' 1510 fii' .; C I I 1317,0 I 2507JI .a��oF wLQa z. ¢ o x i �, p w �, T; roc C2 2a04 aL''� 605 21' j 13 �2 7'' 304 55 �3 1 � 2J14.00 I o23.5 1412..1 31 J.Jo_ pp `1 ION CURVE ,E Dic ou'�zn Ji ut F z Nz z IS,L6 'nitV I.] n'r m IN xc'po1'-uz M -S V¢`Ep CMI � it it41, 356. U A.�. CW�Z-�p2GT-r"J L�Cm 3566 Lu u . . E n> �, ... 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PROFILE 18+46.77 (10.00' LT)= rL 19+44A5 of R _ (3-2 53 AC) �I 15I 14 >I 15 { _ Sl( oTF 'c * TYPICA�T I f !D_CA`, PREA LANDSCAP LOT CURVE TABLE 00��0 WOm D a i H 2 u< RALIUS I J„P; �n r A ?P4"IT VERBCAL 1"-2' - -- -- 2494.00' 1510 fii' .; C I I 1317,0 I 2507JI .a��oF wLQa z. ¢ o x i �, p w �, T; roc C2 2a04 aL''� 605 21' j 13 �2 7'' 304 55 �3 1 � 2J14.00 I o23.5 1412..1 31 J.Jo_ pp `1 ION CURVE ,E Dic ou'�zn Ji ut F z Nz z IS,L6 'nitV I.] n'r m IN xc'po1'-uz M -S V¢`Ep CMI � it it41, WypU zZ6wa4265 U LI CW�Z-�p2GT-r"J L�Cm n�?Er'iz� Lu -z 4n wpz¢ n> �SE pui x a PHASE 1 oa� rj C Z L 2 p V 4 Ea �ti�wou. 354 A: 0 y 0 Q I r w o I �usu n�,i Nrp'-w raor' o_'cYi v,G a �- �yocrr?»iuc CLATE 971012017 JZ �p IA JOB (`pb0 O3m } 1. 5011 uWp00 T-,-oaF R=1 / - �6 SLOPE 5 4 I 3 1 2 ,. _"sPAR4t SQUARE DRIVE i\ x (S)EE SHEET3) CONSTRUCT MIN, 0.20` TYPE "B" A.C. PAVING OVER MIN, 0.40' CRUSHED AGGREGATE BASE OVER MIN, 1.00' NAT. GRD. COMPACTED TO 95% MAX 0S`NSITY TI -4,5 R=48 356 .. .. ..,... �d �OZJ F TrFF.6?a!i` 352....:...:.,, ....... ........ ........ .....��._ 9+00 10-;-00 11+00 12+00 131-00 14+00 15+00 16+00 17+00 18+00 -Ri 19+00 S0UTH F'L.OWL INIF PROFILE —BASF *TYPICALLY 6" UNLESS OTHERWISE NOTED ON PLAN' CONCRETE CURES LIMITS C4: z - M u.iz. y® 5: O Gv 0 co � I-'"- f � x W �, rp o6 to v m 2 N LLL_I�J- BB N S—'- N O I 7L-1 w L I �u jw gg§ Sae HORIZONTAL 1"=40' VERBCAL 1"-2' >«,' ��5- PHASE 2 Pi iASE 1 _ CONSTRUCTION LIMITS _ 1 CONSTRUCTION LIMITS 5812' `1 ION CURVE ,E ��� ; 'gip z IS,L6 'nitV I.] n'r m IN M -S <Dj CMI � it it41, LI Lu LLJ �SE 21 PHASE 1 CONSTRUCTION LIMB cON'aTRiJcTIOrd 354 �d �OZJ F TrFF.6?a!i` 352....:...:.,, ....... ........ ........ .....��._ 9+00 10-;-00 11+00 12+00 131-00 14+00 15+00 16+00 17+00 18+00 -Ri 19+00 S0UTH F'L.OWL INIF PROFILE —BASF *TYPICALLY 6" UNLESS OTHERWISE NOTED ON PLAN' CONCRETE CURES LIMITS C4: z - M u.iz. y® 5: O Gv 0 co � I-'"- f � x W �, rp o6 to v m 2 N LLL_I�J- BB N S—'- N O I 7L-1 w L I gg§ Sae CL 2 z UJ LI Lu LLJ ui I Iy I CLATE 971012017 IA JOB No. 1 3-27 5011 SHEET I I 10 OF 30 c ,I- TS