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HomeMy WebLinkAbout1.1-7288 Ph 1, 4 & 5 Record DrawingREVIEWED BY: TRAFFIC ENGINEER, CITY OF BAK REVIEWED BY., ASSISTANT PUBLIC � WORKS DIRECTOR, TGR CITY APPROVED BY: 9/2,�ll7 PUBLIC WORKS C)iRLCTOR, CITY OF BAKERSFIELD � DA NICOLAS C. FIDLER, R.C.E. 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A I_AMPHOLE AT THE SOUTHEAST CORNER OF SECTIODI 13-30/26, BEING ABOUT 50 --FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 BASIS OF BEARINGS: THE BEARING OF N 00°57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL (DESCRIPTION: LOTS 38--42 OF TRACT 7245 AS PER MAP RECORDED MAY 24, 2016 IN BOOK 61 OF MAPS AT PAGE 131 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A PORTION OF SECTION '13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, iN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. I !I k tI Ll. mJl ajr, '.-L S70CKOAte To s>2s , 7 V rN nss c n w o NIGH IlajSCHOOL �. li nnr!E ANF 1 Tlil LOT I PM N. ! III LL No, t fl61 II i z I l l < 12 03Si I �E / LLr.TNc. tN 4861 I II p � a one _. f 1UINLA'vD , ' I— ar r r�,(Nett.: tr o� a I I / RT > REu INDEP OF "T i¢ iii d f Io!i 2ARGEL A TR 5135 r OF P.h M. 0J-1182 vranT meas PROJEC ( k _o, 1FII SIT f LL No. fit lOt�6 I Tw / 'J2-0133 1 ti I -- WEST MING SPECIFIC PLAN AREA I VICINITY MAP - NO SCALE SHEEC Np-.IN <— TITLE LE SH_r T C?-) STANDARD NOTES & DETAILS O PARK SQUARE DRIVE (DRENTMOOR CIRCLE CD FORSYTH COURT RECORD DRAWING !L' wz wQ 2w c L V i � � Z � w 0 L`YTE5 t p TK <➢ " 1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET <o '�.�oo'"i. RIGHT OF WAY UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE o boIT m AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHTOF 'NAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIY. u.wMowz waw ? NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK 1N THIS AREA UNTIL A SUBDIVISION EiFoaEo�o" 3E PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. Y 3. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES PROM PRIVAFE PROPERTY WILL w 1 ,m) w REQUIRE AN ENGINEER'S ESTIMATE FOR THE 'WORK IN THE EXISTING PUBLIC RIGHT -OF -`NAY z O o a Z (� TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE4�.1z C In :,JC z STREETS, PARCEL IAAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). x a z K q `Z o w ow NL 4 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT w m n � x M W b COFlQtYtON AREMAIN REF ISED PLANME AS SHALL BEOSUBMITT`eD N IN THE TO T�JED ('ITY GNP, APPRO+/ALS. SHOULD I+OfJDIDT!ONS BE r¢Q.G>Lu PRIOR TO PA`JINC.mUIY �,...m�a�m o 5. LUMINAIRES SHALL BE SOLID STATE LIGHT EMI'i IING DIODE WITH TWIST LOCK PHOTOCELL � w o -p z m h` (ORIENTED MORIN) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT l_L `t W u r" x o CITY OF BAKERSFIELD LEU STREET LIGHT SPECIFICATIONS. w o w G P 0 2 UJ ELX<}mC5 V7-- 6. ANY ITEMS IN PUBLIC RIGH OF -WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT W w r ? oW. a 01 z M STANDARDS SET BY PUBLIC WORKS W LL REQUIRE REPAIRINC AND/OR UPGRADINGS AS PER I"" a g Ra' Hull� Y. o CITY ENGINEER. ,�' o = fJ L_ p K0 0 7. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE I--- ,D.i ¢ G m w w ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT (NOT) TO COMPi Y WI PH THE TERMS OF con vt If w z W. wI w THE GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WI`In CONSTRUCTION m`npE' ACTIVITY ('NQ ORDER N0. 2009 UOOC—DWQ 45 AMENDED BY 2010-0014-DV1Q) MUST BEw w , o a Z)z, FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE LEmQVx-3C,E BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT j U~m o Z tL W 7 O - w CONTINUOUSLY THAT A STORM WATER ALWAYS PREVENTION PLAN PUBLIC I BE PREPARED, r•v Fni-oz..tx CONTINUOOSLY CARRIED OUT, AAID AL.W,4YS BE AVAILABLE FOR PUBLIC INSPECTION DURING LJ.� z w a. k(D NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION ('VOID) NUMBER LL! Oz.s c9 ;-_w m SF75C37,0239 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS ¢ ¢ Gj ¢Cor.-A1� PROJECT. x " E z a vazzwxo�¢ ,t- o px ¢F=.Rx v�vizwo wx jzo2W u nww-- O RAINDROP LANE fFlas (� ) �5o�wz ow n LAVERETT WAY GREENDALE COURT > �- 1&) EDENDALE COURT Ft FRZO W. PORTER, € CE 33448 EXE'. DATE � COMMUNITY CLOVERFIELD CIRCLE , �v� CENTER p �� L7 PRIVATE RESIDENTIAL LANE ,�.. / RECORD DRAWI G KEY MAP LE E_N,,,.,C FUTURE i"as>SssS Ar 5 omi 9`� PARK SITE / J, / 11. v A / v •.v T,R S'I`T CX SHEET INDEX NUMBER —�- DIRECTION OF DRAINAGE i. / �� �A �.�� / �w OO CONCRETE MONUMENTAl _ _. ��% rte•./j `/'3'���a 4 5800 LUMEN STREET LIGHT SY1 FRES W. PORTER, RCE 33448 EXR DATE a/ Qi % t ' 2 3�' e\r'G K j��. TR \�� r T� pj1�cFjff 12 CATCH BASIN w/NUMBER 13 �\,� .F" tz //, ..`� /.�� �"� \�` SCP / > /�J'ti -'�-- PROPOSED STREET GAME SIGN - /",+ ERi ,v .wv 4i/// to a.,`T` ,1//x`(,4 c/ y�9�:`�s ��). ✓'/ °i' LT�OFAERT,E11 UNDERGRDJNOSERVICEALERT r1>J` 1 2�CT�nE /3� OF SOUTHcP,N CALffOPoVIA CL-' CENTERLINE �--�-- .;��vRCAnins'- � �Lr.!�/ 1J is /� te� \ ,Y e \.v to �.^�•�. .�F �,/ iJ1, / l / J -_' L__I� 6'I DWY- DRIVEWAY NC/ ?g'- o .\ ARaWAY? //-� �,, 17 `' . :`�*\ / J -' 10 p Xi �,."V.� '/ Ii y _ , r'._._ -_ - 'I I `�`� 7-`-_ EL-- FLOWUNE e q BCR- BEGIN CURB RETURN... .�• / to` �� �.i t _ 1 T_ f` y. i 13 1> \�`. �. /5 \ �`\w,X / 5 i V. I1 '• ECR- END CURE RETURN ! J �� -'�, / 2 1� - _ PI- POINT OF INTERSECTION f ! �l / /,^o,� r/ tt �\Ahs �t \'� 4 3T :'X -- EC END CURVE zo % BC- BEGIN CURVE / �to /ASF D' 22 z PIVC- POIN r OF INTERSECTION VERTICAL CURVE < � /p_ ,-.1, 22 23 �( 1 \� �/ �: �.." -L _..✓ ROVC- POINT ON VERTICAL CURVE - °'P'u o / "z3 / " �,, 8 /Af1.,CdLfS f/ 2s - _� G v, BVC- BEGIN `VERTICAL CURVE " --= y ME za \`a. r; l / i /\* �2a. ' :�..,,`,,;,,7,,7,�/ CeNa..'`, j...._ - - - _ cnmgus _�, EVC- END VERTICAL CURVE me s=a,_ 2s ``✓'2s 2 aR;de PRC-- POINT OF REVERSE CURVATURE \----- --- - w % 26 :,,L / s 1 �6 COS tLLI PCG- POINT. OF COMPOUND CURVATURE �D!Pt TOLL FREE 1900227 tE60 e w _ / 22 i .,/,�a c o t' `„`w�'r``i�CB,.\�°'TJ' z,., I I 16 j 7 ✓s, POC- POINT ON CURVE AT LFA,T TWO DAYS BEFORE YOU DIG 28 0 1 GB- GRADE BREAK �23 ce82-'t"� c,,</ 1 ,r /, / ;ET` s t $ o LAA a � G NR- NIGH POIiJT5� �+ "0. / as�i 'Y,!��Rr v� r 3 za / .J�, �ro��,. zz�� .r•' -'L -r,--, ,u"IAL�.J LIST ��%A��� fJl, / 32//, 9 �33��� � 2 _�Q�Q.� 21 ftp/,/ t7 15 6 ESTIMATED QUANTITIES FOR PLAN _ Y �'vT vC �' r 3a/ F - / �y�//' �, A4�20 CHECK AND INSPECTION FEE CALCULATIONS. D , 35 P// 3 �/ , 18 .NOT TO BE USED FOR BIDDING PURPOSES, ��/7r z2 // \ 1: Ota /lr;g, ,mss : VV PARK SQUARE DRIVE PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 ✓/21 j j' s TRI rl IMPRC7V MENTA PUBLIC PRIVATE PUBLIC PUBLIC /�s% LIC PRIVATE PRIVATE OdeA n. � t a,.1. 12 ``�/'��' 19 7 / lA / may\/� 16 10 /%; 12 , KEY _ NIAP SCALE: 1'=200' -• �__ C_ C. C LOCAL STREETS 533 LF 0 LF 872 LF 929 LF 1,596 LF 1JH4 LF PRIVATE RESIDENTIAL LANES 0 LF 1,003 LF 0 LF 0 LF 0 LF 0 LF 0.20' A.C.10.40' A.S. (STREETS) 21:067 SF 0 SF 29,072 SF 32,045 SF 57,000 SF 42,043 SF 0.20' A C./0.40' A.B. (PRIVATE RESIDENTIAL LANES) 0 SF 18,063 SF 0 SF 0 SF 0 SF 0 OF 6" CURB AND GUTTER 1,258 LF 983 LF 1,72.1 LF 1,896 LF 3,181 LF 2,427 LF 6" THICK DRIVE APPROACH** 0 SF 0 SF 4,158 SF 5,390 SF 4,004 SF 3,388 SF 4" THICK SIDEWALK 5,006 SF 0 SF 4,749 SF 4,238 SF 11,721 OF 8,822 SF SURVEY MONUMENT ENCASEMENT 4 EA 0 EA 3 EA 4 EA 8 EA 8 EA STREET NAME SIGNS 3 E 0 EA 0 EA 0 EA 3 EA 3 EA WHEEL CHAIR RAMPS 6 EA. 0 EA O.EA 0 EA 2 EA. 2 EA STREET LIGHTS (5800 LUMEN) 3 EA 2 EA 3 EA 3 EA _i6 EA 4 EA SAWCUT 39 LF 16 LF 32 LF 32 LF 45 LF 28 LF TYPE "A" CATCH -BASINS 4 EA 0 EA. 0 EA 2 EA 3 EA 0 EA . MEDIAN CURB 0 LF 0 LF 0 LF 0 LE 235 LF 0 LF *`EXCLUDES PRIVATE RESIDENTIAL LANE DRIVEWAYS - TO BE CUT' AT TIME OF BUILDING PERMIT 19 7 / lA / may\/� 16 10 /%; 12 , KEY _ NIAP SCALE: 1'=200' -• �__ I I CL co Z co e I +. w,.!, Z> Lli co CL 4 f� I I gyi ! 1 I' NI o� 16ATE 906/2017 PA JOB No. 2750H SHEET. --- OF 10 SHEE`('S f .C'-�RAALLMLn2 4- THE AMOUNT OF ASPHAI-c B'NDF:R 10 BE MIXED `ACTIN TINT, MINERAL AGGREGATE SH 444 BE DETERMINED BY THE i. ALL CONSTRUCHON SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF 1- CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOP, CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BAKERSFIELD ORDINANCE, LATEST EDITION AND S"fANDARDS PERTAINING TFIERETO. THESE E F PLANS. A PART 0. THESE PLAV USE 1N THE WORK. 7HE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 3PROPOSED F F $HALL DE MADE APART HEREOF. DOCUMENTS $ AL D 5. + LEAST DAYS PRIOR TO li'1E START OF WORK, THE CONTRACTOR SHAD SUBMIT THE FOLLOWING FOR ,THE 2, ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -`NAY OR CETT EASEMENTS SHALL BE IN S WIDE CONCRETE CITY ENG NEER'S RE`i'E4V AND APPROVAL: CI E STD. NO. ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, CITY A LIST Or AGGREGATE AND ASPHALT SOURCES DESCRIPTION DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010, THESE PLANS AND M A DOCUMENTATION VERIFYING THAT TFIE. AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE CURB AND GUTTER (TYPE "A","B" AND "C") STANDARDS, DRAWINGS AND DETAILS SHALL RECONSIDERED A PAR'( OF THESE ST -17 F), I1 THE CONTRACTOR SHALL OBTAIN A COPT FOR HIS USE. ST -2 RE4UIREMENTS OF SECTION 39-2.02, "AGGREGATE. OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL. 3. THE CONTRACTOR SFIALL 081AIN AND PAY FOR ALT_ NECESSARY PERMITS BEFORE START OF 6/2/99 MEDIAN CURBS (TYPE M",•'M-1•' AND "M-2") S C PROVISIONS. PAA TERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER .THAN CONSTRUCHON. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF SIDEWALK SK( (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER .THAN ONE (1) YEAR. ST -19 BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY 'NORK TO BE PERFORMED IN THE AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 307. LABORATORY ST -4 EXISTING, ACCEPTED STREET .RIGHT -OF -'NAY. UNLESS SECURED BY AN IMPROVEMENT ❑ C REST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED GUN THE MIX DESIGN ALONG WITH THE PRIVATE STREET GATES AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S (� THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D20T. THE ASPHALT HOUSE NUMBER FOR CURBS ESTIMATE FOR THE `WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTEDCONCRETE SF -21 _ „T 21 TAX SHALL MEET THE REQUIREMENTS OF SECTION 39--2.02, "AGGREGATE," OF THE STANDARD PRIOR TO ISSUANCE OF A PERMIT. SI -6 DATED SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED THE DESIGN MAY BE UP TO THREE (3) -'[ J CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE- THE CROSS -GUTTERS YEARS OLD, THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH 'EHE ASPHALT CONCRETE MIX D-10 SECTION MAY BE NOTIFIED AT (661) 326-3049. DESIGN, 5. TFIE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS TS AT g WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXTSRNC PAVED SURFACES, THE EXISTING DRAINAGE BASIN THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS Z PAVEMENT IS TO BE SAW CUT IN' A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE STREET SPECIFICATIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE. OVER SCALED DIMENSIONS. PORTER & D-14 CENTERJNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE_ OF ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND ST -10 PAVEMENT. " ❑ CONDITIONS SHOWN BY THESE DRAWINGS. CATCH -BASIN, TYPE "A-1" 6. EXISTING UTILTY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF "SUBGRADE," D-16 AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMEN"FS OF SECTION 39-4.01, OF THE STANDARD SI --11 OMISSIONS. 'HE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF TETE LOCATION AND ❑ SPECIFICATION'S SHALL BE MPT. MANHOLE, TYPE "A" WITH DROP CONNECTION DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK, UNDERGROUND SERVICE ALERT ❑ THE AREA TO `WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED PUBLIC 'PAT'!". CARE SHALL BE ALLEY CROSS SECTION (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO 8. TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SU4FACC BEYOND THE OMITS OF ANY CONSTRUCTION OR EXCAVATION. ST -13 CONSTRUCTION, 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT AREREMOVED, DAMAGED OR UNDERCUT DY STREET SIGN, POST TYPE PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. Z CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE COPT TRACTOR'S a, C,J T-3 EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY, 10, INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY :THE CITY ENGINEER. ADDITIONAL 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE. PROJECT, IT IS THE ZI ASPHALT CONCRETE SHALE BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE MINIMUM ACCESS DESIGN RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY �] PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM STREET KNUCKLE PRIOR TO ANY FURTHER WORK. T-34 DATED SMOOTH, TAPERED CONNECTIONS, 9, THE CONTRACTOR SHALL, FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND IF WHERE THE COMPACTED THICKNESS 0'r A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING - -R VISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. SUPE_ T S AND PULL BOXES E - EACH WORK SHIFT THE LENGTH OPERAI+ON SHALL BE CONDUCTED PJ SUCH A MANNER THAT, AT THE _ND OF EA p - **FIBERGLASS STREET LIGHTS NOT ALLOWED -F _ THAN THAT OF PAVEMENT AILURO THE DROP-OFF BETWEEN LANES E NOT GREATER H A iG ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE SLIDING NORMAL Ch! CAIN BE SURFACED DURING INE tANSV SHEET OF NORMAL PFEAC OPERATIONS. ADDITIONAL ASPHALT CALTRANS STANDARD PLANS p ° OR REMOVED REQIJIr EMoh1TS JF THESE DRAWINGS AND SPECIFICATIONS SFI4_L BE RE4IEDIEU' CONCRETE SHALL BE P' ACED ALONG THE 1R N VERSE DROP-OFFS ON EACH LANE SUCH ADDTTIfiNAL ASPHALT CO E AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER AND NO COMPENSATION CONCRETE SHALT_ BE HAND RAKED AND COMPACTED 10 FORM TEMPORARY CONFORMS BEFORE THE LANES ARE SUCH F oYiLi- BE ALLOWED F02 SU...H CORRECTION. r v PLACED T OPENED -0 PUBLIC TRAFFIC. KRAFT PAPER OR OTHER APPROVED BOND BREAKER, M•.. BE 1.,tD UPlUER ,HE {145 CONFORMS TG tACUITATE THE REMOVAL OW THE CONFORMS WHEN PAVING OPERATIONS RESUME, 11 IN THE: EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANTS PLANS, DRAWINGS OR T' tc � THE FOLLOWING LG ,NGI CL W'' H n U PART r I PLANS SHALL BE CO{vS.OaRE. A �ALTRANS S.A.+?,RD ,L «'E(CONTRACTOR Q F THESE. BY r NT THE OWNER 0?HEP. DOCUMENTS IS ACCOMPLISHED B, ANYONE OTHER THAN THE CON..+CITTA E U 12, - - MORE AN 0.15 FOOT PFlVIPJG - r THICKNESS F ASPHALT CONCRETE S P O E "M WHERE tHF COMPACTED THICKNESS Or A LAYER 0 'P! �'Y ( N OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANUE OF OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON EDITION THEREOF) ENGINEER IN RESPONSIBLE CHARGE. ALL. CONTIGUOUS LANES OF THE TRAVELED `NAY BEFORE THE LANES ARE OPENED TO PUBLIC IRAFFiC. AT THE - F ( STANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT END Or EACH WORK SHIP THE D C iL. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE` AND COMPLETE RESPONSIBILITY FOR LANES SHAILI NOT BE GREATER. THAN 10 FEET. ADDITIONAL .ASPHALT CONCRETE SHAME HE PLACED ALONG THE PROJECT; )GB SITE CONDITION.' WRING THE COURSE OF CONSTRUCTION OF THIS PRCJECI INCLUDING F TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. 10 L TRANS STD. PLAN DESCRIPTION EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION -CONFORMS SUCH ADDITIONAL ASPHALT CONCRETE SHAD_ BE HAND RAKED AND COMPACTED TO FORM TEMPORARY � 1 I �� PLAN IMPLEMENTAT!OP! AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS / BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER OR OTHER APPROVED BOND BREAKER, MAY �r f.�? ASBA & REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS _ HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE EFJCINEEFR HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION RESUME, WITH THE PERFORMANCE OF WORK ON THIS PROJECT, E .P.TING FOR LIABILITY ARISING FROM i, ASPHALT CONCRETE SHALL BE COMPACTED TO MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL OPE'TICAL JEN ITY THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. -- AS DETERMINED BY ASfV D-2041 !N -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA. 13, - r AND IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS A.vv T F 7 TEST � J. =OR FINDS DISCREPANCIES IPI OR OMISSIONS FROM THE DRAWINGS, HE SHALL SPECIFICATION'Sh IA HE + F p DISHY OF ANY LOT OF ASPHALT CONCRETE IS ESS THAN 92 PERCENT OR GREATER THAN 94 IF T � I P AC r THEREOF, PRIOR TO I INTERPRETATION 1 0 N THER I.BMIT A WRITTEN REQUEST FOR AN OR A, CORRECTION c' IPS F THAT THE REQUIRE U._ED �� F (' /! E ADVISED C H E.7 � � h„ T E TONT ACT R V WILL B D PERCENT OF THE b1,NXIMUTA THEORETICAL DENSITY, TTY, H R 0 �� . � I ' + E I -"F h J CT rl .NG H BIO PRIG FOR IN E f SNEEDED, . 0"TH IF r � -I-RIA S OR PRJ cDURF__ UR B r TnP7 SIE MA L T N D AND (" N ATA F ';O PA IICN IS !vU. dE R t ATNF M Fl ED ADJUSTMENT ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL HE CONTRACTOR 14. PORTER & ASSOCIA-+ES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL. BE MADE IN ORDER TO MEET THE REQUIRED CHANGE' TO OR USES OF THESE PI_4PIS. ANY AND ALL CHANGES 10 THESE PLANS IvPJST BE O O COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIEDERANGE, THE APPROVED WRITING PORTER tk ASSOCIATES, INC. - n' S E I THAT MEETS ASPHALT CONCRETE REPRESENTED BY THAT L..I SHALL BE REMOVED AND REPLACED `WITH MATERIAL 15. NORMAL STAKING AND MARKING OF THE PRGjFCT WILL BE SUPPLIED ONLY ONCE. ALL THE: IN-PLACE DENSITY REQUIREMENTS. SHALL F CONTRACTOR, AT THE EXPENSE OF THE RNY 15 - - - IF THE TEST RLSU�TS FOR ANY LOT OF ASPHALT CONCRETE INDICATE TRAIT THE RELATIVE 'L COMPACTION ER l fi. ANY WORK PERFYCRMED WITHIN AN EXISTING STREET RIGHT-OF-WAY SHALL BE DONE UNDER WING POR ERFORMER INAE REMOVED LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL. BE REMOVED A SEPARATE STREET PERMIT, AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALT_ BE AT THE CONTRACTOR'S EXPENSE. CGB STREET IMPROV�WENT-NOTES 16. THE FLLU DENSITY OF COMPACTED ASPHALT CONCRETE SHALL DE DETERMINED BY: - 1. - - THE SUBDIVIDER, lc REQUIRED, SHALL OBTAIN GRADING APPROVAL A3 REQUIRED BY CITY OF i -r L A, A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DC/TLE IN THE TILED, CTR BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. B. ASTM C1188 Wrf`_N SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY DE 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND SUBSTITUTED WITH PARAFFIN. COMPACTED PER CITY STANDARD DETAIL ST -22. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 3. THE CONTRACTOR SHALL. REMOVE OR RELOCATE ALL OBSTRUCTIONS ,WITHIN THE STREET 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, if RIGHT--OF-WAY AS DIRECTED BY THE CITY ENGINEER, SHALL BE BROUGHT 'WITHIPI TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND "R" BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHAI? CONCRETE OVERLAY. THE METHOD 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM VALUE AS STATED IN THE SOILS WILL BE SELECTED BY TILE CiY ENGINEER THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR ;SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R' VALUE OF 'HE ACTUAL IN PLACE MATERIA'., STREET; 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECFIED SURFACE TOLERANCES, ADDITIONAL " SNAIL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY GRINDING SHALL F3F PERFORMED, AS NECESSARY, TO ENLARGE -THE GRINDING AREA SO THAT THE LONGITUDINAL ENGINEER, LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR r PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NCR.MAL 70 THE PAVEMENT ENTERLiNE. ALL - 6. •., - t I M D Tri MINIMUM I FOR A 6.NIM1iJ t '"% A L 9 OB I V'" COMPACTION NOF IJJT LESS THAN 90> SH F r COMP C 0 E r UNIFORM SURFACE APPEARANCE. S C RECTANGULAR N ABRASIVE GRINDING SHAU �1LL.,ULAR AREAS J 'GROUND JND AREAS . FIA BE NEAT RECIr L (T} OF 1.1 FOOT BELOW FINISH GRADE ON ..00A STREETS (T-1-5' 10 2.5' AS DIRECTED BY (T) OF SHALL CONFORM TO THE REQUIREMENTS IN l'l1E FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER 42_2.02, "CONSTRUCTION,' OF THE STANDARD SPECIFICATIONS, A FOG SEAL COAT SHAL BE APPLIED TO ALL TO LIP OF GUTTER, IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL 8E FINISHED ASPHALT SURFACES AT THE CONTRAC OR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. U E GUTTER), I I 'F '`F GUTTER R TO LI. OF SU TIER. OF PAVEMENT (LP (. J E ) 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, ANN LOCAL SHALL EITHER 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASF. (CL 2 AB) CONFORMING TO SECTION 26 OF THE DEPTH OF 6", THE LOCATION OF THE TESTS SHALL BE DETERMINED CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS CURB AND GUTTER TO A BASE YCVB) CONFORMING 70 SECTION 200--2.4 OF THE "GREEIBOOK" WHICH ALLOWS UP 70 50% OF THE VOLUME. BY THE CIT`( TO BE. RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED T COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THE NUMBER AN[) BASE, OR A COMBINATION OF THOSE MATERIALS -- OTHER RECYCLED BASES SHALL NOT BE ALLOWED. LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY, RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. PAVING CONTRACTOR 'SHALL GRADE INE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD 20. THE SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: 5- ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD, OF IMMEDIATELY PRION TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. CONFORM TO ONE OF THE FOLLOWING. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PANFMENT IN A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE .ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, ESTABLISHED BY THE ENGINEER. AND THE STATE DEPARTMENT OF 'TRANSPORTATION STANDARD SPECIAL PROVISIONS B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE, PLACED ON THE CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR 10 NEW STREETS SHALL BE EXTENDED AT 'NTFRSECTIONS AS DIRECTED BY THE PUBLIC WORKS BELOW THE GRADE ESTABLISHED BY THE ENGINEER. DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO DE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS), - 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SH.OWN ON THESE PLANS) TO MEET, WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH H.AWKINS M2G SERIES BOLT APED VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15, SEE WATER, SFORM-DRAIN, AND SEWER IMPROVEMENT PIANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT 16. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET Al THE FIRE HYDRANTS PER THE FERE DEPARTMENT REQUIRFMENTS. qB ASPHALT(' CONCRETE PAVING NOTE,,S 1, ASPHALT CONCRETE "SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR: STREETS AND TYPE J (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," Or THE CAL TRANS STANDARD SPECIFICATIONSNS AND .HESE SPECIAL PrJV ISONS 2. PRIOR TO ME ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING T 3. ASPHAIT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BIRDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT o`11 E° rI ccrrin11 Po_1 .epAncc" nE TUF Cl'ANnARR YPGCIPCATIONS. 30 12. OR is' C/L I SFE PI AN ';NEW FOR STRUCTUP 31 SECTION "PARKING ALLOWED" •« - WIDTH IS REQUIRED AT INTERSECTIONS FOR ENHANCED LANDSCAPE TREATMENT NOTE: THE YOIJ_OWING STREETS ARE PUBLIC AND ARE TO HE MAINTAINED BY CITY- BRENITMOOR CIRCLE (WEST OF PARK SQUARE DRIVE) FORSYTH COURT - PARK SQUARE DRIVE (EXCEPT LANDSCAPING AND MEDIAN) 50' _QiTY STANjQARD PLATES (TI PROPOSED 1- THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED E F PLANS. A PART 0. THESE PLAV PER C.O.B. STD. DWO. ST -3. 3PROPOSED (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) SE PROPOSED 0 _ S WIDE CONCRETE CITY STD. NO. DESCRIPTION - CITY STD. NO. DESCRIPTION I M ST --I CURB AND GUTTER (TYPE "A","B" AND "C") Z ST -17 WIDE CROSS-GUITER I1 El ST -2 COMMERCIAL DRIVEWAY : ❑ ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE M",•'M-1•' AND "M-2") ST --3 SIDEWALK [I ST -19 HANDICAP RAMPS 1011>1X K ST -4 RESIDENCE DRIVEWAY ❑ ST -20 PRIVATE STREET GATES (� ST -5 HOUSE NUMBER FOR CURBS ❑ SF -21 _ „T 21 E F ' AIN._R PP,D REFUSE CONTAINER SI -6 DATED 1/11/99 PAVEMENT PATCHES Z ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS -'[ J ST -7 CROSS -GUTTERS �'._,1 D-10 SIDEWALK UNDERDRAIN ❑ ST -8 26 INCH PART CIRCLE CULVERT D-11 DRAINAGE BASIN Z ST -9 STREET SPECIFICATIONS ® D-14 CATCH -BASIN, TYPE "A" Z ST -10 STREET SEC110NS ❑ D-15 CATCH -BASIN, TYPE "A-1" [] Gr -10A STREET SECTIONS D-16 GUTTER DEPRESSIONS Z SI --11 STREET CROSS SECTIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ❑ ST -12 ALLEY CROSS SECTION SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTE ] ST -13 SURVEY MONUMENT T-1 STREET SIGN, POST TYPE Z ST -14 "STREET LIGHT, MAST ARM. TYPE C,J T-3 MAJOR COLLECTOR TRANSITION W z ST -15 CUL-DE-SACS ZI T-12 MINIMUM ACCESS DESIGN J . �] ST -16 STREET KNUCKLE � T-34 DATED cr r IG 09/93 TRAFFIC .,TONAL IK TERCONNECT -WIRING >- F- > z O � AND PULL BOXES o -I o **FIBERGLASS STREET LIGHTS NOT ALLOWED CALTRANS STANDARD PLANS {145 "14.� t .. T' tc � THE FOLLOWING LG ,NGI CL W'' H n U PART r I PLANS SHALL BE CO{vS.OaRE. A �ALTRANS S.A.+?,RD ,L «'E(CONTRACTOR Q F THESE. T PLANS.0 TY"r. 'P! �'Y ( N OBTAIN LATEST EDITION THEREOF) - 5 ID WALK CA 10 L TRANS STD. PLAN DESCRIPTION _ F r `t T IAVDS APE AREA V � 1 I �� / �r f.�? ASBA & E CURB RAMP DETAILS- _ PRIVATE. INSPECTION NOTIT= -- --� Z<' / EYP. ALL PRIVATE STREETS TO BE PRIVATELY INSPECTED SHALL BE ALLOWED NO MORE THAT 0.02' -TOLERANCE 0i SPECIFIED EU A" PHALT CONCRETE ( A.r. THICKNESS- ANY PAVEMENT NOT MEETING THE SPECIFIED CIFIED TOLERAN E SHALL BE GROUND DOWN 0.10' AND REPAVEO TO SPECIFIED THICKNESS. LE�� NQ (TI PROPOSED 8' CURB AS GUTTER PER C.08. STD. DWG ST -I. [] PROPOSED 5' WIDE SIDEWALK PER C.O.B. STD. DWO. ST -3. 3PROPOSED 1 TYPE M' MEDIAN CURD PER C 0 B. STD. DWGST-18, I- 4 SE PROPOSED 0 _ S WIDE CONCRETE MULTI -USE FRAIL (4' THICK CLASS 'B" CONCRETE) �A} �d (SEE C.O.B. 570 DWG. ST -3 FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) BLOCK WALL TO NED BY H.O.A. TYP. C TYP ICAL flRIVE WAY oIMENSIONS. N.T.S. _ I5 PR P S "DLANDSCAPE AREA SEE LANDSCAPE PLANS -B Y OTHERS). , J PROPOSED BLOCK WALL (SEE WALL PLANS). 7 4 WIDE DECOMPOSED FJ GRANITE PATH I 8 6"x6" CONCRETE Pd0 J N CURB [9] PROPOSED 6 CURB NO GUTTER SIMILAR C.O.B. STD, DWG" ST -i. C/L "NO PARKING ALLOWED" (SEE PLAN VIEW FOR STRUCTURAL SECTION) PER "WMSP" EXHIBIT 4--16 NO PARKING ALLOWED ON EITHER SIDE WMSP RESIDENTIAL STREET r7 NOT TO SCALE O v -PROPOSED BLOCK WALL TO a BE MAINTAINED BY H.O.A. R /w 0 F a u ,z (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET TO BE MAINTAINED BY H.D.A. PROPOSED STREET SECTION E PRIVATE ENTRANCE STREET (BRENTMOOR 12' OR 18' "PARKING ALLOWED" NOTE: THE FOLLOWING STREETS ARE PRIVATE AND .ARE TO BE (MAINTAINED BY H.O.A. BRENTMOOR CIRCLE (EAST OF PARK SQUARE DRIVE) LAVERETT WAY RAINDROP LANE GREENDALE COURT EDENDALE COURT PER "WMSP" EXHIBIT 4-19 CLGVERFIELD CIRCLE PARKING ALLOWED ON BOTH SIDES PRIVATE. RESIDENTIAL LANE (ALLEY) A WHIG RESIDENTIAL STREET NOT TO SCALE NOT TO SCALE R/W 30' PARKING FRONT D 1 YARD VA "III PROPOSED BLOCK WALL TO BE MAINTAINED BY H.O.A. "NO PARKING ALLOWED" LANDSCAPE SLOPE MAY VARY FROM 2% MIN. TO 4: 1 MAX. PROPOSED BLOCK W, BE MAINTAINED BY R/W 30' a LANDSCAPE SLOPE MAY VARY FROM 2% MIN, TO 4:1 MAX. "PARKING ALLOWED" -W%,=JOLE PLAN VIEW FOR STR,CFURr _ SECTION F PRIVATELY MAINTAINED NOTE: STREET TO BE L PER "WMSP" EXHIBIT 4-17 PARKING ALLOWED ON ONE SIDE ',WMSP RESIDENTIAL STREET m� NOT TO SCALE du MTvo �o ted^ o a L V L✓ 11J�Zp2 O° x gin$ o>P'NQ L UW.WDUOS �Px z xda000w�V?w` Z Uu' pti c9--0�•p� pn a z � mo w +J m o zzn is t, r�`cE3d�xo zu¢ o %za`Sn ai oz> eco uaPi�r=�o n c�iay'-`�zqa �zzxzo���.x n n^-ul>pVIU zxc�odv``, LLzz �s�ozzLL t"''i �y�VLLi 4UWV�i�O Wy�G6w ZOV Q=J�Tuol1y�yIIoi� woz �m wi 4�uEi ' z � S 0 x O' o- s r axwo x � > w¢Poz P�owzam>n �rz-aa a'rT-vo¢¢E ui n PAD PROPOSED BLOCK WAIL + OR FENCE (TO BE MAINTAINED BY PROPERTY OWNER) SiDE YARD "NO PARKING ALLOWED" " - LANDSCAPE SLOPE MAY VARY 9 T 4:1 MAX. FP,OM _% MIN. 0 n, c E 0 1 aaee�; spa 00 0 W ! �A} �d gg�p � �v ey� a I o I I1 � Ld I I I I I 1011>1X K I i 1 I DATE ---9/15,20171 PA JOB No. 2750H SHEET 2 OF 10 SHEETS 0mTRUC /yN NOTES CC, CONSTRUCT` 6" CURB & SUTTER PER C -OB. STD, DWG ST 'I. CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. S"Tm3. [3] CONS TRUCT WHEELCHAIR 1IR RAMP PER CALTRANS REVISED STANDARD PIAN A88A CASE A°, 4 CONSTRUCT WIDE CROSS GUTTER, PER C.O.B.STD. DWG S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1" EITHER SIDE TO 957° MAX. DENSITY, TO A DEPTH Or ") ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER COB: STD. DWG, NO D-'14 PROPOSED STANDARD DRIVE APPROACH PER C-O.B, STD DWa ST -4. (SEE FHEr f 2 FOR DR VE`WAY LOCATION DETAILS). 07 PROPOSED 4" WIDE SIDEWALK -PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. (�8] CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. L: '01IFTRUC' 6'. CURB ONLY PER DETAIL ON SHEET 10, EL FLOWLINE STA'ncN L/S LANDSCAPED AREA, (SEE LANDSCAPE PLANS BY OTHERS) ADJUS6 ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW S-FATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED, 4INSTALL H LOPHANE G RANViILE PREMIER LED LUNAR 5 LED -4K 60W ARRAY WITH 12 FC HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. C> CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.0.8, STD. DWG. ST -13. + NSTALL STREET NAME SIGN PER CITY STANDARDS DARDS XISTING- SURVEY MONUMENT -- PROTECT IN PLACE J SEWER MANHOLE (9 SEWER CLEANOUT G STORM DRAIN MANHOLE -------^---- RIGHT-OF-WAY SEWER �= STORM DRAIN ' EXISTING EDGE OF PAVEMENT u FORSYTH COURT BRENTMOOR CIRCLE (SEE SHEET 5) �IEE I ml w� wl m SHEET 4 W I �I CAMPUS PARK DRIVE � 9� `LIT, 18 o + - In rnl i1ai-0 �'� N1 N� (SFE P.M. 12100 STREET PLANS) J ( 1Lu 27 ' rr) N >/1! w34 w I it f1 Q_fl < L II' IY ... 1 T'10j^��hN aNE')� ���.,ITL CL �_ - UN A Tj 3� \' Iv ii , L 1 ;_ I Iv 1 _ I i \L i _ ._.�. _ _ _. _ _ _ _..m�. Y LjJ LLJ C7Of �/ 75F0A43Gv \ \C2 ` '� 12 12 F3823 1 1q 1h+03.33 { t5 i^ - _ CD ,.a.._ \ .I r�} .. _. i3li 32 23 N i Ii 'I - — 30 32'2J Yr _---I...®I -}--+! _ : r-- - --li„Y ,--C- - _ Cr L/s Lor \as 1GIGD.D� Ill 3 1 ce I L < -_ i % - `�! L/.....�,.....{,.,.. \\ -4- igfi'rF/ t .�. ...-app-� �\.. 11 Tom\ ;- t„},_ W 2dJP_� PL x C h,.Ll. 4 I I i Pf4OPOS D BLOCK WALL ('I.C.A. MAINTAINED) 22 24 I� o -1 F_� A A@A " � i I IE— to', 4 i � n nm n A <F 1�1 h y N[z 23 55'to� c� a II m 4 8w 24 'i 25 o- n� °' In"coy`j roi m o mA ^'a- 't 6`*I /� N r 26(S•{.1 ly -I._ + ✓7 ..- 9 -lam 'LL. .-I.i L..: I PHASES 1,2 (PUBLIC STREET) Il i PARK SQUARE DRIVEHORIZONTAL 1'=40' VERTICAL: 1"=2' CONSTRUCT MIN. 4.20' TYPE "B" A.O. PAVING OVER MIN- 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.001' NAT. GRD. NOTE A": RTO NSTRUc LOCATION AND ELEVATIONENGINEER IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF COMPACTED TO 95% MAX. DENSITY THERE ARE ANY DISCREPANCIES. TI=4.5 R=48 59.41' ++ E.Y'SnNGGGJI�� ,A r(i F-1 vl --` + - 354.... .... ... ........... ( �. 54 ,LT +lliFlllr ` 352:. %.........,. A E. _.. ...;.. .. 352 FE_ NOT Ago . .. ..... +J.211 .. ..-.... �I 1 +02% DESIGN FtOkINE PRCIFILE 350:.. ... ..... ....... ..... ... :550 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WEST FL OWLINE PROFfLE 0 e.lIS7/AUG ^R/' �N6 PR +llLc Im a � oT C,- 352 352 1 m cw,ilo v o n n N +Q.<1y �op.517 350: ... DESIGN F£OWUNc'PROFfiE +Q25% -025% 350 9-4-00 10+00 114-00 12+00 13+00 14+00 15+00 16+00 EAST FL OWLINE PROFILE CURVE TABLE C11R1� RADIUS 1ENGIH DELTA iANG_,N � C1 3701; 1280 I i95�11 8a0 I �': l .2 49Jl C3 '+. 1894 291956" 968' C43703' 5941 x_915053,_3831' — i IKi Ci jfIIMM Kee NIn SnI�w fT In U 25 00' cm �v '31 fl II '�._ vyN{ 25 00' - M< C10 25.00' 38,40' 1 88 00 07 1 2414 C11 95.00' 4411' ( !of 0518 '. 30.38' Cit _ 20009'_ L_31.73'9'0525' 1590' --CLQ � ,., �kl �L O! �� , J. 354 +I cal ..� n `} °t" 71/ .- . _ . I EE NOTE A" ABOVe. .352 �E.P5'9NG F10922AVE PROFILE +Q.<1y �op.517 350: ... DESIGN F£OWUNc'PROFfiE +Q25% -025% 350 9-4-00 10+00 114-00 12+00 13+00 14+00 15+00 16+00 EAST FL OWLINE PROFILE CURVE TABLE C11R1� RADIUS 1ENGIH DELTA iANG_,N � C1 3701; 1280 I i95�11 8a0 I �': l .2 49Jl C3 3700 1894 291956" 968' C43703' 5941 x_915053,_3831' — r 8831 91,59,5 31, ,695 C6 2500'_ 1 3840 880007 , 2414' C7 25 00' 1 40.14' 91'59'53" 2589 '57'39" 2T 26 C9 25 00' 37.49' 8555' 35 1 23,28' C10 25.00' 38,40' 1 88 00 07 1 2414 C11 95.00' 4411' ( !of 0518 '. 30.38' Cit _ 20009'_ L_31.73'9'0525' 1590' 0 y'UVG -" g w o- a a a U L z I- V) w a `mw.i.wwaro e2�4ZV GKwrG SNSWZO W.F .VQ �F,.oz�wmc+ w�"3Uvoii�z4 �ZOw c�V¢S S u> K Gw,y `Tw Z�O�UKOZ 'W 9'JJ 2Zad 'Z ViNGO o w z�3a � ¢WOKwF-.LO oot Gd 3'swzbe zwo nw G a4 VQL'F_4, zew�-uow�z4a Gw�5RVyG-�-v^, rj w 9i gwLL u4o>a'�u:w�o Vl'.L'1�ZZgW,ZLON Gw.rj06�r1- axN�QWW�l!�µOl zS '2 ;E�>6_�W'V' a�'wOxGwZ OQ` w LL��t`7wav, if V O Z A>_ J �aa 2 a r I 6>,e IJ wl I Itr WCL TE 9115i291� lf{ PA JOQ No 13-2750H yy SHEET ia� v LP OF 10 SHEETS, CONSTRUCTION NOTES ❑ CONSTRUCT 6' CURB & GUTTER PER C.0.5STD. DWG ST --1, ❑21 CONSTRUCT 5 WIDE STANDARD TYPE SIDEWALK PER SID, DWG. S7-3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN ABBA CASE "A". 4 CONSTRUCT WIDE Cr O r-GUER PER C.O.B.C.0B. STD DWS -35. CON TRACTOR.SHALL rOMPAr T' AREA UNDER CRO S-GUfFERS AND A MINIMUM OF 1EITHER SIDE 70 95/MAX.AY PE ITY TO ADFPTUE 1'1 Efl CONSTRUCT TYPE A CATCH BASIN PER CO.B SID. DWGNO. D-14 PROPOSED STANDARD DRIVE APPROACH PER C.O.B.STD. DWG. ST -11-. (SEE SHEET 2 FOR DRIVEWA'r HE LOCATION DETAILS) cU PROPOSE? 4' HIDE SIDEUALK-PUBLC UTILITIES �ASEMENBY SEFA\.E INSTRUMENT"_ I,8D' CONSTRUCT 5 WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. [9� CONSTRUCT 6" CURB ONLY PER DETAIL ON SHEET 10, FL FLOWLINE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENT, ETC. TO FIMSHED GRADE PER 6I1Y STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 13 14 0. a vKr 15 ..�} INSTALL HOI OPHANE "GRANVILLE" PPDIIE_R LED LUNAR (5 LEU -4K 60VI ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. ® CONS'RUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG_ ST -13. NAME -}- E INSTALL SIRE Y i ANE SIGN PER CITY .� ST`IVf }gHGS--. '' EXISONG _J../EY MJIvJMEPl7 -- PR..TF.,I IN PLACE. SEWERi� G, Mr,NHJ�t OO SEWER CLEANOUT el STORM DRAIN MANHOLE RIGH _OF -WAY - SEWER STORM DRAIN EXISTINGEDGE OF PAVEMENT -12I Cl ° } 1 e C2_ 33,00' 27.16' 47'097_3" 14.40 + 261.00'-, _ � _ 285.13' 6,09 ,45" _ 142.70 I , + m 2 r 2 7 1 10 Ut 26 N C6 V -PROPOSED rmiz�; 25 m x _ C7 �< 25 0(1' T ,, 38.4, 88'00'07" 24.14 CS a ro 9 c i 412 ;...___ ._.,-____. 94'x7 9 j L72>o � 4c I 185'5+35 I 23.23 -CIO Cit BACK 9F WALK +i I N� 81 7 ID S I+ 5 +IP 196.00' 51.50' 5°5E °6 25,77'_ C14 _L. 47600' 4890 I L 5'53'36"24.50 1 1 41600 9222 2'4030" 1111 Cil 6 r 49600'_+-18.23' cl� 2'00'22" 9.12 C17 ' 504.0C ? 18 53 2'06`22' 926 _ 8' 52400` ^, , Ci9 25 G0- ! 14 66 II '1 RECORD DRAWING 144iE5 4--0 S tr4lY PORTER, 74R i3AP'E r �1, < I 5 IT is J o OPOSEL' R/NI &. -�`" I I 2 z tiWmd I„ PRBAOK OF WALK 2 .11._. ----' { 8 TYP /Cp `%_f m v i +78.44/�- { 1 70700.00 --+-- - - --' �-. - __ . - V til � I _ _ 73 T I - - 5572 44"Ei? J .-- .'__ __ 1- I4 -- - 1 J_ o1 ;759"E -^ _ _ - �. t6 ----- - - 1 i2+fl1.37 15 13�- I(,� f{- 5 24 CONSTRUCT MIN. 0.20` TYPE "E3" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=48 -�-'- - -'--- i4 5 _ I�6URVE RADIUSI ENGTiI tANGcNT } 1 e C2_ 33,00' 27.16' 47'097_3" 14.40 w 261.00'-, _ � _ 285.13' 6,09 ,45" _ 142.70 I , 2669,W "' 4 4 1 r 2 7 1 hr I IIT �1 Ut 26 N C6 V -PROPOSED rmiz�; 25 m x _ C7 �< 25 0(1' T ,, 38.4, 88'00'07" 24.14 CS Im 40:14' RAN & c ->- 412 ;...___ ._.,-____. 94'x7 9 j L72>o � 25.00' I 185'5+35 I 23.23 -CIO Cit BACK 9F WALK 62 01 a 012. 504.00' 52.33 556'56" 26.19 I 196.00' 51.50' 5°5E °6 25,77'_ C14 _L. 47600' 4890 I L 5'53'36"24.50 1 1 41600 9222 2'4030" 1111 Cil 6 r 49600'_+-18.23' cl� 2'00'22" 9.12 C17 ' 504.0C ? 18 53 2'06`22' 926 _ 8' 52400` ^, , Ci9 25 G0- ! 14 66 II '1 o� I� I Q21) i 25,00' + 230 28 23.11 16 NLL 1. 19 2 SDI U) 20 DATE 911 x'po�iu..) ww>>o PA JOB No _13-2750Hj + 20 21 w 22 N Lu W a OF CI=-20Zv,. pPm w u.M: xsmF� LLI wM P'cai as uulo�> �oao`3a2 i � N O 1 rl (0 �`- + w N pCZ�C.L 4I4a ( � E2 eO.cd V -X4UJW�Fw aOO 24 CONSTRUCT MIN. 0.20` TYPE "E3" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=48 -�-'- - -'--- i4 5 _ I�6URVE RADIUSI ENGTiI tANGcNT } 1 e C2_ 33,00' 27.16' 47'097_3" 14.40 w 261.00'-, _ � _ 285.13' 6,09 ,45" _ 142.70 I , 2669,W 28-1.07' 4 4 1 r 2 7 1 hr I IIT �1 Ut 26 N C6 1 j 41 rmiz�; 25 m x _ C7 �< PHASE 2 PHASE 1 RUCTION LIMITS iii 37.49' cuRVE TABLE _ I�6URVE RADIUSI ENGTiI tANGcNT _D€LTA Ci 4200' 100.54 7570925' 107.0E C2_ 33,00' 27.16' 47'097_3" 14.40 w 261.00'-, _ � _ 285.13' 6,09 ,45" _ 142.70 C4 2669,W 28-1.07' 6'09 45 143.67 r 7 687.0u' 7 269.00' 6'09'45" 144.64 C6 4. 00' � .57 180-00'00' II _ C7 �< 25 0(1' T ,, 38.4, 88'00'07" 24.14 CS 2...00 40:14' n • ' , 2589 .,15953 I ____.... C9 _L, 25.00' 412 ;...___ ._.,-____. 94'x7 9 j L72>o 0 25.00' 3749`. 185'5+35 I 23.23 -CIO Cit 524 CO 62 01 6'4C50- moi. 31.04 012. 504.00' 52.33 556'56" 26.19 13 196.00' 51.50' 5°5E °6 25,77'_ C14 _L. 47600' 4890 I L 5'53'36"24.50 _C15 1 41600 9222 2'4030" 1111 Cil 6 r 49600'_+-18.23' cl� 2'00'22" 9.12 C17 ' 504.0C ? 18 53 2'06`22' 926 _ 8' 52400` 5342 - 3`3914 I 1£+.71 Ci9 25 G0- ! 14 66 95'2$16 2/.51 C1L UfLOp Tynj I� I Q21) i 25,00' S7 31 rt 230 28 23.11 �I 25 + w o� a m o 01-1 EL N I N 24 it 11 N4. N HORIZONTAL: 1"=40' VERTICAL: i"=2' II L. �};541 I SUI - LAVERETT 'NAY (SEE: SHEET 7) ..q.N. _ ..I,`J`IM In. vm .v+..4olM, v^I MO._O+� 3___ 0 434. . . . . . . . . . . . ..: .pJ O -L• .f --F M p _-{n- - 1r1 v f;Y7S7li/C iRJi�Np P,4pNL_F__ r ". �<° -I'm ww� + ... _ Ar CV(.YF d/C I i 352:... .77 . . . . . .. 52 I . ... :. .. :. .. : :.. :. .:. .: .. . .. ... .. .. :... : _%�' .l1I ... . . . .:.: .. . : . .. . 0.25% : - 51.% S +0 XI'q�:JJ411tm�4+OVi'k_n P_R_OR2+I0E°£SIN fZOWLhvE PRF[£ES/GN R 0� 350 ... . . . . .350 0ff.0%. 9+00 10+00 11+00 12+00 13+00 14-00 15+00 16+00 17+ 18+O 19+00 20+00 21+00$A5� 2 PNASE 1 CONSTRUCTION LIMITS CONSTRUCTION LIMITSPUBLIC PRIVATE IDENTICAL POINT NORTH F_ViLNC PROFILE 38.40' 41AT 1 37.31' DOI 1 ON CURVE _1 ViI1-o PIIS_oL> q� K2 N w7W-YM .,U O . . . . . . . . . . . . . . . . . . . . Y yN Od rr354. . . . . , . . . . . . . . .54 rn + A TFr7'NE N�nW:mrn:-pa. 352:... .. 0.25% ... ..: a ......... .: ..:.......:...... ... ... , , .� ......:.. 352 -.' 015, C �: "'._-----'---- .,_.--.�. : I % ' . 0.20.%.+0�1 :20% F ... . .. .... 0.I%P£SIGN F0192lNE PROFL2/`-DESIN cZNK/N£ PROFILE.' - -o 350:. .:...:..o - +o.z57 `+0 50 8 350 9+00 10-1-00 11+00 12+'00 13+00 14+00 15+00 16+00 17+00 18 00 19+00 20+00 21+00 SOUTH ELOWLINE PROFILE r T U) EL Lli F i z z ui UJI sini ZVJ>jlp V)F (� 0 LL E t1LLt- Oz�Nr/, 4j 2 SCD F �. U D z O V rL 1i Z_ '7 wLL x szm w r[ w 3 - a �LL co D h. ppeLqlw �,i ry W U !- 76 cl� I z U "L > �J � p w LL p w xgF �x z i o _ I ( C1L UfLOp Tynj 0 I x. z7;rwuzaimz' ! \✓U) og NLL 2 zoo LL m U) DATE 911 x'po�iu..) ww>>o PA JOB No _13-2750Hj zx UwZ1I (/BZW N 2 2 -_--- Lu W � -m OF CI=-20Zv,. pPm w u.M: xsmF� LLI wM P'cai as uulo�> �oao`3a2 i � N O 1 rl (0 zoo :u w N pCZ�C.L 4I4a ( � I V -X4UJW�Fw aOO Oin f. K�swoowuo". i ® h pi v, y`�j iLU UZOp gg''�� 2 owi�ocy o 4.0 S W zQasm>zUz- I >�J>�szztt� o��ox « II L. �};541 I SUI - LAVERETT 'NAY (SEE: SHEET 7) ..q.N. _ ..I,`J`IM In. vm .v+..4olM, v^I MO._O+� 3___ 0 434. . . . . . . . . . . . ..: .pJ O -L• .f --F M p _-{n- - 1r1 v f;Y7S7li/C iRJi�Np P,4pNL_F__ r ". �<° -I'm ww� + ... _ Ar CV(.YF d/C I i 352:... .77 . . . . . .. 52 I . ... :. .. :. .. : :.. :. .:. .: .. . .. ... .. .. :... : _%�' .l1I ... . . . .:.: .. . : . .. . 0.25% : - 51.% S +0 XI'q�:JJ411tm�4+OVi'k_n P_R_OR2+I0E°£SIN fZOWLhvE PRF[£ES/GN R 0� 350 ... . . . . .350 0ff.0%. 9+00 10+00 11+00 12+00 13+00 14-00 15+00 16+00 17+ 18+O 19+00 20+00 21+00$A5� 2 PNASE 1 CONSTRUCTION LIMITS CONSTRUCTION LIMITSPUBLIC PRIVATE IDENTICAL POINT NORTH F_ViLNC PROFILE 38.40' 41AT 1 37.31' DOI 1 ON CURVE _1 ViI1-o PIIS_oL> q� K2 N w7W-YM .,U O . . . . . . . . . . . . . . . . . . . . Y yN Od rr354. . . . . , . . . . . . . . .54 rn + A TFr7'NE N�nW:mrn:-pa. 352:... .. 0.25% ... ..: a ......... .: ..:.......:...... ... ... , , .� ......:.. 352 -.' 015, C �: "'._-----'---- .,_.--.�. : I % ' . 0.20.%.+0�1 :20% F ... . .. .... 0.I%P£SIGN F0192lNE PROFL2/`-DESIN cZNK/N£ PROFILE.' - -o 350:. .:...:..o - +o.z57 `+0 50 8 350 9+00 10-1-00 11+00 12+'00 13+00 14+00 15+00 16+00 17+00 18 00 19+00 20+00 21+00 SOUTH ELOWLINE PROFILE r T U) EL Lli F 1' z 00 ui UJI 0 LL E 2 F co ppeLqlw �,i ry Ir �J i I ( z I o m w ! 2 DATE 911 512 0 1 7 PA JOB No _13-2750Hj (SHEET4 -_--- I OF 10 SHEETS CONSTR LG! ,TION NO . lfl CONSTRUCT 6' CURB & GUTTER PER C.O.B. STD. DWG ST --1, L21 CONSTRUCT WIDE STANDARD TYPE SIDEWALK PER STD DWG SI --3. Fl -J CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" CON TRUrl WCROSS-GUTTER E PE RS. O'WG -35. ( C NTR •(TOR $ BALL COMPACTA^' AREA, UNRER CRO55-00IILRs AND A MINIMUM OF 1' EITHER SIDE TO flJ/ MAX, DENSITY, fT, LO A DEPTH Or I } 05 CONSTRUCT TYPE A' CATCH BASIN PER G O.B, STD. DWG NO. D-14 lePROPOSED STANDARD DRIVE APPROACH PER G.O.B. STD. DWG. ST 4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS) [7-• PROPOSED WIDE SIDEWALK -PUBLIC ULI TIES EASEMENT B'Y SEPARATE INSTRUMENT. ® CONSWUCI 5• W'D' COMBINATION TYPE SIDEWAIK PER SFD. DWG. ST' -3. ,9P CONSTRUCT 6 CURB ONLY PER DETAIL ON SHEET 10. FI- FLOWLINE STATION L,/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANCUTS, VALVE COVERS, MONUMENIENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. LED 1 _4v Yi -C'j- INSTALL HOLOPHANE 'GRANMLLE'" PREMIER L�D LUNAR (5 LED -4K 60W ARP.A. WITH ' 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. C) CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD, DWG. ST -13. 4- INSTALL STREET NAME SIGN PER CITY STANDARDS. rC EXISTING NG SJRVEY MONUMENT - PROTECT 11 PLACE. . SEWER MANHOLE SEWER CLEANOUT c19 STORM DRAIN MANHOLE ----_---- RIGHT-OF-WAY -- SEWER --- _= STORM DRAIN FISTING EDGE OF PAVEMENT CURVE TABLE 1 CURVE 61 -C2 __C3 RAOIUS_�^70'H 4100' x_19380 33,00' 33.OD� 2946.00'._ 1 DELTA !VM1atlll 1 I_�OSi 3777 234 27 264°?25(; ! 18_4149 6513508 4'.33'22" I�4633� 1 0.46'_.�I E-- : 1 21.26 1 15 C6 2954.00' ' 82A 2a 0 r235.70 251.13' 4'35 22" „117.20 117.91 4' 7" 332_ 116. 63• C 7 �T , ,,,.00 i 59.47 .: " 97 9 53 0 301, C8 55.00' 88.31' ' 91'59 73 L 56.95 C5 C10 C17 1 37.00' I By 00 37 00' 12.86 19.5511 6.50 �' 9 / V2 ! 18 94 14t'14 59" 1 2519 56" 227.49 9.68 PARK SQUARE DRIVE (SEE SHEET 3) qLL ONL GL iazw ,z xaz' KW x W.E zgZJ m mow` a LYCiW Y x 4- T. F h 6 Ftttt w'- q� Ya004�+� oz° c1�o `wgB�m� zz a2� uwiW>-�OOz VIZ �•G(jys a tE�ozw� 2 6. z 6 V)2t] JK?uYq>Oaa wo�mp w G 2 2 J 2 4 y F2(VNU a w W J 3 ow3ga��� (Lu- utaC:-�W u:h��j• z?m�r-w A JY -'U 'CCW tW��'LVCU>W D. NOTE-, A BLANKET FLOWAGE AND DRAINAGE EASEMENT FOR PHASE 1 1 mJ C IMPROVEMENTS RUNOFF PER DOCUMENT RECORDED hiz.� � � 0 Y) iu X CONSTRUCTION 2017 AS DOCUMENT NO. x.21rl 1 __—O.R. ... .....1. t� + zLli N C) w ma yyyy LL O 354 0 VOLUME REQUIRED: 0.15 x 0.95 x 10,700 SF= 1,525 C.F. r � VOLUME PROVIDED: 69.4' x 36' x 0.62' DEPTH= 1,549 C.F. (OK) 0 352 - - .�.� .. ... ..... ... ...... ........... . PROF/L 350.... I:.. ..... ..... o. 9+00 ' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 NORTH FLOWLINE PROFILE �rIDENTICAL POINT 00 .W-1- +�M. M N + yr _ 354.. `1 ... li l h 352.. °' -; — . CONSTRUCTION CONSTRUCTION LIMI P dY�J 1 mJ PHASE 1 354 hiz.� � � 0 Y) iu X CONSTRUCTION LIMITS w ... .....1. d + zLli N C) w ma yyyy LL O 354 0 L7 r 7 352 - - .�.� .. ... ..... ... ...... ........... . PROF/L 350.... I:.. ..... ..... o. 9+00 ' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 NORTH FLOWLINE PROFILE �rIDENTICAL POINT 00 .W-1- +�M. M N + yr _ 354.. `1 ... li l h 352.. °' -; — . CONSTRUCTION CONSTRUCTION LIMI P dY�J 1 mJ 354 hiz.� � � 0 Y) iu X L7 r w ... .....1. d + zLli N C) w 0Ld 0 yyyy LL O 354 0 L7 r 352 - - .�.� .. ... ..... ... ...... ........... . PROF/L 350.... I:.. ..... ..... o. 9+00 ' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 NORTH FLOWLINE PROFILE �rIDENTICAL POINT 00 .W-1- +�M. M N + yr _ 354.. `1 ... li l h 352.. °' -; — . CONSTRUCTION CONSTRUCTION LIMI ..... 352 '0,25% . -.—' . I .:...:. ..... ...:...:.... � 1...... . .... I ..... I ..... . . ... . . ....... ............ ... ... ... ... ... ... ...... dfSlGNF"i OcKINE:PR4fTit�l....... __�,,......_- -y-"' q ----- `+0.219`J 350. ..:...:. 9+00 10-x-00 1'1 +00 12+x.70 13+00 14+00 15+00 16+00 SOUTH F! OW_INE PROFILE To z 7. 350 17+00 18+00 19+00 20+00 f dY�J � In cl Lij z. C N O n � � 0 Y) iu X L7 r LLQ....... I � 2 m N L 0 d + zLli N C) w 0Ld 0 yyyy LL O 354 0 L7 r ..... 352 '0,25% . -.—' . I .:...:. ..... ...:...:.... � 1...... . .... I ..... I ..... . . ... . . ....... ............ ... ... ... ... ... ... ...... dfSlGNF"i OcKINE:PR4fTit�l....... __�,,......_- -y-"' q ----- `+0.219`J 350. ..:...:. 9+00 10-x-00 1'1 +00 12+x.70 13+00 14+00 15+00 16+00 SOUTH F! OW_INE PROFILE To z 7. 350 17+00 18+00 19+00 20+00 f z ca � In cl Lij z. C iuu m U � � 0 Y) iu X L7 r I � 2 m N L 0 05 Lu a> m Z fS V N cr zLli N C) w yyyy LL O 0 L7 —_1 Vi p 0 O wl zo Uj G�� w w --- IJ �1NEER ii o� odd w I C 00Z co UJ{ m 0 I w LLI 1 I ] z 0 n u ' I T�� �UA TE 9/15/1017 A JOEI No. 13-2750H SHEET 11 ,i OF 10 SHEETS �. (-fid- �' CONSTRUCTION NOT I] CONSTRUCT 6" CURB & GUTTER PER 0,0.8_ STD, DWG ST -1. D CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER SIT). DWG. ST -3. 3 CONSTRUC, NrEF1 HAIR d \ hP PER CALl2ANS REVISED En SANDARD PLAN A884 CASE "4 I CONSTRUCT WIDE CROSS -(BUTTER PER COB STD. DWG. 5-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS-GUl iFRS ANT) A MINIMUM OF V -D FIFER SIDE TO 951 MAN. DENSITY, TO A DEPTH OF 1 [5] CONSTRUCT TYPE A" CATCH BASIN PER GOB. STD. DWG. N0. D-14 C cf PROPOSED STANDARD DRIVE APPROACH PER (, O.B STD. DWG, ST 4. (SEE GHEE 2 �R DRIVEWAY a LOCATION DETAILS). [el PROPOSED ' WIDE SDENfALK -PUBLIC UTILI ES EASEMENT BY SEPARATE INSTRUMENI. J CON TRl1C. 3' WIDE COMBINATION TYPE SIDEWALK PER SIO. DWG. ST -3. [.91 CONSTRUCr 6" CURB ONLY PER DETAIL ON SHEET 10. 'L FLOW INE STATION i/S LANDSCAPED AREA (SEE LANDSCAPE PLAN. BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. 1'0 FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA. UNLESS OTHERWISE NOTED. 25 `. INSTALL HOLOPHANE "GRANViL.E" PREMIER LED LUNAR (5 LED -4R 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.9.8 STD. DWG. SI -11 � rTALL STREET NAME SIGN PERk CIT( STANDARDS. EXISTING SURVEY MONUMENT —PROTECT IN PLACE. (ED S A RMA .HOLE '0` SEWER CLEANOUI" 0' STORM DRAIN MANHOLE -- -- RICHT—OF—WAY -- SEWER STORM DRAIN —'"-- EXISTING EDGE OF PAVEMENT 'Q( T , ,, / NOTE "A"; INSTALL N31 (CA) WITH OM4-J MARKER AT PHASE - BOUNDARY OF TRACT IF .ADJACENT PHASE iS NOT CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE SIGN 'WTN COINSI'RUCTION OF ADJACENT PHASE. - () RAINDROP LANE N CONSTRUCT MIN. 0.20' TYPE "B" A.C, PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASF OVER MIN. 1.00' NAT. GRD. HORIZONTAL: 1"=40' COMPACTED TO 95%. MAX, DENSIT`F VERTICAL: 1'=2 c,o t10� iln ono II ++! II¢af 0 O o ,� m SII>. I1=4.5 R--48 �m a a ' CURVE TABLE �, CLHVr Rims 'cNCTH DELTA I TANGENT _ C1 1785,UO' 15-00' 00'28 53" 7,5G C2 C3 .4 C C6 '75300'-364,9' 1771.00' 1/85 .G� z>.Gu 25 00' 408.22' a' t1..3., d 4' zc. 35.W 11'550'' _13'12'25" 705,02_ - _-3'_4_9_'55_`_..9.71 o ' 74a4s' I 2s.67 j 81-47'44" 21,6T �. 27 3.7.01 '18.6 C790' 9 H 1 3 2[ ___c3 --37.00' LCL. ( 13 29 — _ 1 20-34,30 6.72 - I C9. _ 3i 00, ( 1 i.46'17'4�4 53 I 5.78 I CIO 8 0' 18217 137,1749' I" 20641' 1' C11 55.00 9211 1_96'00'02' 1 06'0002 41_69 i i 117'52 l2 I 13281 C12 C 3/.00' 8900 6199 1 164 " C14 5500'_ 75,52' I i 78'40'05"_....I 45.07 Cls 37 UO' _ j 50 79. 178'3835' �I 30..31 oV y 2 4 Oi [AW NIJ�Q�_� rx-o nz x.=_" S 2 5- 0 O tiF r r- N a t/1 LL V 62 nN po � 0 w�=av-+N r wQz z's-Wxzzng�O�Y NUQ z O F O V) N [¢�G -+ V 20 W K - ' z. zr'LaLL`?.cdmz� N i�oov oo�o� awiwprr���o wQouy Z2w 0woo om ops �2na a zo�wwpz> Q.�.VQ�z�aQa GG a ZOW.L "Ow Oq o=sK'oQg 2w5<zm u (JQLyUWaZ0 X121 i+ pa- uwsuxoza�oa ?p c�mx n sox>olyNr w�c��.z>Nmaw OWyV j��LCW i"O'�F02wz �h-�4-V054s 354 _. _ - — _ _ — _ - . - — - - w�I J' �v Q_-n+I m 354 T F "�' Yl ➢!/G: �'?aUha rRDTiTr *+ 352 nr '. ... .... .. 352 i �. 1 +0.251 350 . ....:. ...'rD.2...... ....... 350 PR DESIGN FLO.WLINE OF/Lf, Ssi w T; s 345 .... :.... ..:...:.........,:...:.......:...:...:...:...:..,:...:...:.,.:..,:..,:...:...:,..:...:.,.:...:...:. .:...:,..:...:...: ..:........34+6 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 NORTH JRTo.sFLQ" VyII'NM_ Etr.PROFILE G`RV` I ` ' \ orCURVE wa, 11(ne t II m 1 -- _-- _W ��to ' ?PU/!c( TF'GCjto -061W) Frcr7_li ' ;M 354 �U oz 54 n�w moo. ON Oyu to . `. ..p �' . h . oi'�a evml. . t . . . . . oa.. 3)521. ... ... ..... . ... I, .. 4, ..L .. ....... ... aJi I � a ...... .... .. ... .. ...... .... .. �.i.$ I- 350 -_v ._..:.�--:-"—^-1�` +025% :'J5CL +1).627 +0.612%' '+0 25% : `DESIGN fLCWtINF PROF"K�` . i -0.25% . +Q.2z)% 34€3 .. .......:.. ... ...: .. ...:..... .:.. Lit - 0 N _. 10+00 12+00 13+00 14+00 15+00 16+`00 m 11+00 SOUTH TH OW NE PROFILE 0 rn� m ii _ O z o _ W r Ru M c U m 3C L7 _Z Lu N W u r� Z 00 z U N W y N CO o (iD 0. W H- 0 rL � l - l e -W pl.,l ,-f z LCL. ( 00 z � � y Lu o LL do Ljj 1 Z o w ) � ' DATE 9/15/2(017' RA JOB No 13-2759H SHEET 0 OF 10 SHEETS � l - l e -W pl.,l ,-f CON5T UC`il N NOTES 'RANVILi '_„ PREMIER - HOLOPHANE 'C -r LED LJNAR (5 LED 4K BOW ARRAY) WITH0 1 E CONSTRUCT 6' CURB & GUTTER PER C.O.U. STD. DWG ST -1. 1 f D2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER SIU. DWG- SIT3. 5 IU CONSTRUCT WHEELCHAIR RAMP PER CAI_TRANs REVISED STANDARD ,PLAN A88A CASE (SEE SHEET 9) [41 CONSTRUCT WIDE CROSS -GUTTER PEP, C.O.B. STD DWG. S-35. (CONTRACTOR SHALL COMPACT AREA 90'00 OD CLEANOUT i UNDER CROSS -GUTTERS AND A MINIMUM OF 'P EITHER SIDE TO J5% MAX. DENSITY, TO A DE'TH OF i') 50 CONSTRUCT TYP- A' CATCH BASIN PER r.0.8. STD. DWG. NO. D-14 37.00 Db PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST 4. (SEE SHEET 2 FOR DRIVEWAY C5 --._ SEWER LOCATION DETAILS). d5'30'28" DRAIrt V? 0 PROPOSED 4' WIDE S!DE'NALK - P-J&WLS-VTFLITflES EASEMENT D`f-3€ /tRh SIN>fIUM��-.P4T. �m �Ix,. `y s_ '<CG' �$] CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWr, ST -3. 201.08' 91 CONSTRUCT 6" CURB ONLY PER DETAIL ON SHEET 10, _ FL FLAWUNJE STATION 47'09'23" CIRCLE CLE LfS LANDSCAPES ARCA (SEE LANDSCAPE PLANS BYOTHERSj bNah v, rel SCALE: 1'--10' ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT, ENCASEMENTS, ETC. 10 FINISHED j 018 GO'- �25 GRADE PER CITY STANDARDS. 003125 1 2370 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NO"IED. 971_49 46 28.6j Ci 3 GSI nfe J4 81'47'44" 00-59'04"7 71.65 50 rmy I-4� a` _ i'�DO' '500 o, of Cl6 55.00' U6 t 45 07 C17 N' mM W 7 11 T52'92" 2 13 81 C v_ 12 1286 5079' T195511 x783830 bl JI�J 24 bt 4..1 3 I "? I �r s 22 n PROPOSCD 3tfW , BA.K OF WALK ITTYY) TTY p `/ 21 TYj 5 e-. _ 533'14 53 Y1 I 5ED ' OF WALK N 2 - - 'RANVILi '_„ PREMIER - HOLOPHANE 'C -r LED LJNAR (5 LED 4K BOW ARRAY) WITH0 1 I @4' j `CONSTRUCT 1 f Z 17 18 118' -122 a' I bf 5 -IAN[,' OAPE[-, sREA rEXISTING CLOVERFIELG CI E I (SEE SHEET 9) o< ml of _ 533'14 53 Y1 I 5ED ' OF WALK N 2 - - 'RANVILi '_„ PREMIER - HOLOPHANE 'C -r LED LJNAR (5 LED 4K BOW ARRAY) WITH0 __. _.v..,_.®-_».....__.,r...e I-/� LINSTALL 12 FT HAVILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED RY CITY ENGINEER.��' `CONSTRUCT RADIUS SURVEY MONUMENT ENCASEMENT PER OOE3. STD. DWG. ST -13. I VC „>", -" a��,.n'<�.INSTALL TANGENT - STREET NAME SIGN PER CITY STANDARDS, I -IAN[,' OAPE[-, sREA rEXISTING 18129_i_1295022 SURVEY M01•JUMENT - PROTECT IPI PLACE. 'A,r, � �sftSEWER C2 MANHOLEiFcLS �<ISEWER )2- 90'00 OD CLEANOUT i a 'Oi �7 00 STORifi DRAIN .."dANHOLE�27RIGHT-OE-WFlY,�ro0 90.00 00 `� 37.00 C4. 37.00 I. 1286 1 195511 _ 6.50 C5 --._ SEWER nh IIb'°'STORM d5'30'28" DRAIrt V? 0 25 00' EXISTING EDGE OF PAVEMENT j �m �Ix,. `y s_ '<CG' BREN �v.._-_...._._-._.a.�.._.._.e..._..._._.____---_-.��1 4200 201.08' 2741846" I 38.9°,'_ _ w � tial 2716 47'09'23" CIRCLE CLE HANDICAP RETURN (DETAIL {JcE bNah v, rel SCALE: 1'--10' L 14.96 1 x1.84 SiIEET °+ m�, �+ / CCID 11 j 018 GO'- �25 �� N Nl N 25 003125 12+03.22 PHASES (PRIVATE T STREE r ) DETAIL A � 1 i 26 1 LAVERETT WAY 7 CONSTRUCT MIN. 0.20' TYPE "B" A.C. RAVING OVER HORIZONTAL: 1"=40' MIN, 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. VERTICAL: 1`=2' COMPACTED -10 95% MAX. DENSITY T4 4,5 R=48 37,3;* 41.66' 164.58' OP; CURVE ION CURE !_.p ON CURVE, 5.If�I:ti C'�.JM �.N il� t[OJ �^{J� i�L';✓ :GIS. E v + tO+M M OI(jl O�:I Ohl Na gfIr Wu� mN Nm of. M 354 . . . . . . . . . . a-1of ,i7571A` Pc'17 71V r" (r P 354 I -0.35o.3 2352: . . . . DFSLGN fL0W11Vf.'PRORLP� .. ... 051 ...., .. . 350 ..: .. -a.5sy - - 350 0.06`------._e,�....____�____" 348 :346 10+00 11-1-00 12+00 13+00 14+00 50.12 iNEST FLOWLINE PROFILE ON CURIE -I uiai Imo-. _ 50 N3 __ mIU c.WIcJ ON GIURVL 1 teln �O �yNSDA 354]'. ..... .. rAo ...... , ar F`/T L:r;_ _ - r. a .... . ...... . .....354 v.+, t, - -- -- - arca rn� 352 +:.. :.. 352 350 !.. 350 : L?,5-5LC'N fLOKINE PROM£ 09D+%` 348 .. ... 348 10+00 11+00 12+00 13+00 14+00 EAST FLOWLINE PROFILE PI. 9+27. 20 PJL, PROPOSED R/W t BACK OF WALK i7 < 19 rP+' �7 \ •� 21 s 145 145,,x�' Ir .TY-[TYI')I .-i6T TYP v O ,I S3314'5YW 11+55.17 , '\ A L�1 FY 'r 11 �1a-5-PROPOS 1) BACK OF, NIALK ,L T r1 17 18 Om, Od� Q ml U.a�O worn w Zja n.�a O ��r Oar aoza< <M"Y cf)LIJ m� -FAD IOU y d Uq WKT[Y�yVN�z 2.�N Z wW it1 in, �W,»Go�m3 � SCO ou �.Q "w'xrz 0 ri fII 's v➢ `a_i X azo - mw 0 �X mwyw� "azo �/'�,rn iL V,Y U -o$ o z Z @ �s p �z7U.o uj Cm iv rrir o�n�oow W -cb rz--z LLc'PrnM� 6 uj R✓ z N O p�zwLL�oz w resowc�aa lU m. GQJ2J�ZZUGOO � O.(fl a oro ac Wow ��. z0t : p,i ¢wO�rY wi O�g I w°'o z�z�am hft-on o�w �I SFV O(Y �d2 ui 0 cr E- ILLI I� E- 0 0 w z w NO "NO a LLw u - is Qla 5 �y w > y cr (PRIVATESTREET) p2MOm HORIZONTAL: 1"=40' AV VERTICAL. 1"=2' kGwwo) RoEm'EN DALE `00%,JR CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED Tp 95% MAX. DENSITY TI=4.5 R=48 u1 a_ I ON CURVE I Old- ILW^ UI*Y U.W 11 ro IIU it ,- II I it L(l Cn.�a (1 �:M M M m N Jf� JW,N J-QJNIM W rj ry, rf •O -'J 170U' Irlo O� M cy N .-0 NI ry 0d' N 0V 021 bz o,_ 133 p !f]4 try, NI 'dial M W FI mK. NQ (V O+iI Qf TPM 6+yi. +:i K M 4 VlY w fX6TUY oROLYv9 P .':LE `oL �m + .+ - - .5 � .. i, 1. .. .. .. ... o AT /PA £RCl .\r. + I I N .I .. __-. s*1 354 I , � W 352 I 1 ...: 352 2 w i... ....-..ten-_._ I - ..:...:... ` .. : . 0.75 350/ 1 0.25% ' .. . .. .. ..... . DESC6N FL0IKLNE PROFILE .. 9+00 10+00 11+00 12+00 y%- ` 13.1-00 WEST FLOWLINE PROFILE 3 09' 0 � �� 7 o ON CURVE I w II U^ v d U m N Iiz'•m II V II I 11 r.m II �t Ob d' .-<) -% 0 .rm M �..d U V] N 1 7i N m b(TO oi, OC: bG OQ C9t. C•'1 N U N f^ Py N ON 6Z OZ qnj I Co IDENTICAL POINT of +via- u1 ` m`nl"� W+ i6 cH< CVN X, m of QOL+ N.v-I t9J PJ Z i. M u�il'_ TXISIIr'h ff /JUiuD r RJ�rI1--� rn �.. oNl oil Ki 354 b --- N N r \ \ - ......... d LLI 352: I. .:.. 352 u \I 350: 0.25% 35IF DES16iY fLOKfIPlE PROFILE-� 9+00 10+00 11+00 12+00] � 13+00 EAST FLOWLINE PROFILE -o.79% +o.7a� C.03; RECORDS No. Ud CURVE TABLE 0- UJI iJRVE RADIUS �P'G lir D T^ TANGENT - Cl SO,OC__I 18129_i_1295022 17C 93 C2 � 55 00 86 39' 90'00 OD 50.00 C3 �7 00 58 12 90.00 00 `� 37.00 C4. 37.00 I. 1286 1 195511 _ 6.50 C5 --._ )5 00' i 37,31' d5'30'28" 2311 C6 25 00' 141 66" 95'28'16" { 27.51 C7 4200 201.08' 2741846" I 38.9°,'_ _ 33.00' 2716 47'09'23" 14.40 _C8 C9 282 0Q" 30000"_410207 29 89 06 04 25 19'3634 L 14.96 1 x1.84 CCID 11 j 018 GO'- �25 4/31 _ 003125 1 2370 C12 a 4L 69 971_49 46 28.6j Ci 3 2500' 283 OU` 35.69' 7 00 81'47'44" 00-59'04"7 71.65 50 Ci4 C15 _ i'�DO' '500 0240x8 .50 Cl6 55.00' 75.5Z 1 73'40 06 45 07 C17 80.00" 164 08 7 11 T52'92" 2 13 81 "78 �C19 37.00 1 3700'._ 12 1286 5079' T195511 x783830 6`0 30,3 rP+' �7 \ •� 21 s 145 145,,x�' Ir .TY-[TYI')I .-i6T TYP v O ,I S3314'5YW 11+55.17 , '\ A L�1 FY 'r 11 �1a-5-PROPOS 1) BACK OF, NIALK ,L T r1 17 18 Om, Od� Q ml U.a�O worn w Zja n.�a O ��r Oar aoza< <M"Y cf)LIJ m� -FAD IOU y d Uq WKT[Y�yVN�z 2.�N Z wW it1 in, �W,»Go�m3 � SCO ou �.Q "w'xrz 0 ri fII 's v➢ `a_i X azo - mw 0 �X mwyw� "azo �/'�,rn iL V,Y U -o$ o z Z @ �s p �z7U.o uj Cm iv rrir o�n�oow W -cb rz--z LLc'PrnM� 6 uj R✓ z N O p�zwLL�oz w resowc�aa lU m. GQJ2J�ZZUGOO � O.(fl a oro ac Wow ��. z0t : p,i ¢wO�rY wi O�g I w°'o z�z�am hft-on o�w �I SFV O(Y �d2 ui 0 cr E- ILLI I� E- 0 0 w z w NO "NO a LLw u - is Qla 5 �y w > y cr (PRIVATESTREET) p2MOm HORIZONTAL: 1"=40' AV VERTICAL. 1"=2' kGwwo) RoEm'EN DALE `00%,JR CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED Tp 95% MAX. DENSITY TI=4.5 R=48 u1 a_ I ON CURVE I Old- ILW^ UI*Y U.W 11 ro IIU it ,- II I it L(l Cn.�a (1 �:M M M m N Jf� JW,N J-QJNIM W rj ry, rf •O -'J 170U' Irlo O� M cy N .-0 NI ry 0d' N 0V 021 bz o,_ 133 p !f]4 try, NI 'dial M W FI mK. NQ (V O+iI Qf TPM 6+yi. +:i K M 4 VlY w fX6TUY oROLYv9 P .':LE `oL �m + .+ - - .5 � .. i, 1. .. .. .. ... o AT /PA £RCl .\r. + I I N .I .. __-. s*1 354 I , � W 352 I 1 ...: 352 2 w i... ....-..ten-_._ I - ..:...:... ` .. : . 0.75 350/ 1 0.25% ' .. . .. .. ..... . DESC6N FL0IKLNE PROFILE .. 9+00 10+00 11+00 12+00 y%- ` 13.1-00 WEST FLOWLINE PROFILE 3 09' 0 � �� 7 o ON CURVE I w II U^ v d U m N Iiz'•m II V II I 11 r.m II �t Ob d' .-<) -% 0 .rm M �..d U V] N 1 7i N m b(TO oi, OC: bG OQ C9t. C•'1 N U N f^ Py N ON 6Z OZ qnj I Co IDENTICAL POINT of +via- u1 ` m`nl"� W+ i6 cH< CVN X, m of QOL+ N.v-I t9J PJ Z i. M u�il'_ TXISIIr'h ff /JUiuD r RJ�rI1--� rn �.. oNl oil Ki 354 b --- N N r \ \ - ......... d LLI 352: I. .:.. 352 u \I 350: 0.25% 35IF DES16iY fLOKfIPlE PROFILE-� 9+00 10+00 11+00 12+00] � 13+00 EAST FLOWLINE PROFILE -o.79% +o.7a� C.03; RECORDS No. Ud z O 0- UJI w uj I CL I i 1 9 w` a i U) I I I n I I ISI Iwl DATE 9/15/201 PA JQR Na. 13-2750H7 SHEET -� Now OF 10 SHEETS CONSTRLJQ NATES CURVE I .UHVE t RADIUS _ ❑I CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD, DWG. ST -1. {>. INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW ARRAY)WI H 4290' 193.80 P2 12 FT. HAMILTON ALUMINUM POLE OR EOUIVAIENT AS APPROVED BY CITY ENGINEER. r 2l � F' ; CONS IRUC f '.i WIDE STANDARD TYPE SIDEWALK PER STD. DWG. T--3. D S 5.46' �I CJ_ - _ 3� 00 � ` ® CONSTRUCT SURVEY MONUMENT EN .,ASEMENf PER C O.B. STD. DWG. ST -13. [11 CONSTRUCT WHEELCHAIR RAMP PER CAL7RANS REVISED STANDARD PLAN A89A CASE "A'. _ I 187.5 22'1T37" 94.37 .,5 C5 5f0.0 ' / 0 INSTALL STREET N ME SIGN PER CITY STANJAfDS 4❑ CONSTRUCT WIDE CROSS -GUTTER P- R GOD. DWG. S 35 (CdRnCTGR SiALI COMPACT AREA C6 ✓J' N t 9 ORDER CROSS-GUl!LRS AND A MINIMUM OF i EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') (;? EXISTING SURVEY MONUMENT -PROTECT IN PLACE. Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.0 B STD. DWG NO. D 1-r 0) SEWER MANHOLE _...18,00" C50 < PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE SHEET "L FOR DRIVEWAY © SEWER CLEANOUT 206.41 - LOCATION DFTAILSj. y c.Q`5 �!'t-t^.. N b`L4?022739 O.K. <F S -TORN! DRAIN MANHOLE ❑ PROPOSED 4 WIDE CIO LC71 92.15 61.99' 9E DO02 96'00'02° 61,08' 41.09'1 RIGH- 7F -WAY ❑3 CONSTRUCTS WIDE COMBINATION TYPE SIDEWALK PER STD. DWG- ST -3. z mw.>v�?z�ma �o x> oma _ - — SEWER [9� CONSTRUCT B" CURB ONLY PER DEfAII_ ON SHEET "10. 352 >>W �jUZ zIym = -- STORM DRAIN FL FLO`NUNE STATION - ^ L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) °' EXISTING EDGE OF PAVEMENT ADJUST ALL EXISTING MANHOLES, CLLANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS ALL PLAN VIEW STATIONING 15 BASED ON CENTERLINE DATA ONLLSS OTHERWISE NOTED. 1 CLOVERFIELD CIRCLE (SEE SHEET 9) w -OED AP .OT TO BE DEDLCATED ON FINAL ` MAP F 4 _ a J / O IN 13 I - I E, 14 f fl - PROPOSED R/ -P BACK JP WALK 477 `- _ __ -_ x �11+41.3,2 1I�y� �r AI0'"'+1;, O KI d I 4. (PRIVA-rESTREET) - CURVE TABLE CURVE I .UHVE t RADIUS _ �I EPIGTH DELTA 1 264 22 57_ fPld6 NT 4.6,_33'__, Cl 4290' 193.80 P2 I 3 10.83 -t 118'47 49'. 5.46' �I CJ_ - _ 3� 00 � P37 65_35'08" _ 21.26' 4 C. .8.00 2 _ I 187.5 22'1T37" 94.37 .,5 C5 5f0.0 ' / 0 % 194.5 R, ° 21 1, 3T 9 0 & 2 C6 ✓J' N t 9 1741 4'8_"_ S�O.Sf (,'7 37,00' .3.9 1i.46I -' 174P53" _ 5 8' _...18,00" C50 OC 192.1I 1137 3749 206.41 - C9 3; OG, 13.29 20.a4'3„0_, _-. CIO LC71 _5500 3766 92.15 61.99' 9E DO02 96'00'02° 61,08' 41.09'1 15 1 I i� DETAIL - h A / \J s k PO Gd � PROPOsm R -/W & 2] BACK OF WALK { W� c 10 m m a O m <V 11 EE DETAIL S 41 c- DWI - ("N' HORIZONTAL. I" 40' VERTICAL: 1"=2' 354. - mwa C/PSA C �$I z � 354 ... .... ......... m �Li y y 0 Q e z E W z �n z � C A C -m m awe >00000z < j U. a aoouo�+�R w n f4) �x rrx z 1=�PI o W o Oz> 4= a <l=0 9 �- J ✓J' N O—•Oct wu>)OUzr nK U,X ) L/� (G a W 0 04 G xo`�zi�oo s <m Z CJs <0��¢ u, N'"J, o Zo `tee, 00. �y p�y e� N ((} SV LuW '� m c r z m a Fu N u y o Wzm LL z V�pU LL 0 0 ��za-O vgYx z mw.>v�?z�ma �o x> oma u..K0 U -.u0. m._ 352 >>W �jUZ zIym ¢gym QCN�O�VvLLS'r/I}y P1-46�UOZ6� 352 .... .... .. ... ....... .. .. ... ... �> . .� .. 01510 fZOKINE A Of7Z.E_J. .... .. 0.25%. .. ..... . 350 :... ...:.. :...:. �. ... 350 8+00 9+00 10+00 : 11+00 12+00 '13+00 14+00 WEST FLOWLINE PROFILE FIETICAL POINT a WIT I L✓IW _ i�Ul`, -h1�� U M[YIr (L 1!J 5 VI j'] M VJ ill? mal �. p 354. . . . O+ H L rl7EMf29n. _ . . . . .354 Ci _ _ 4 _ _ 352.... 352 257 1 ._._.---'- . ... .. : ...: .. .:.. .: ...: .: ... : .. .:...: . lw'sl M f70war ARCFirE .:. .. .. ... '-0,2; 9 ... ... 1 : .. : :... : . 350 ...... .............:... ....... ....... ..:...:......... ..:......... ....... ............. . .. 350 8.1-00 9+00 10+00 11+00 12+00 13+00 14+00 EAST FLOWL,INE PROFILE A111111 wi ! I ELI [] L LOT 3 LOT 4 J Q �., 2 N ITIGN I1 N!AI/Y fRGM- , II :NATION TO DETACH ".J.O'_ `. x SLA ARE A!'1: ul AREA 1 1 _ A I, L'*' D3 GAPE rl /,°�A ^� ®� CLOVERFIELD CIRCLE N SIDEWALK AREA DETAIL _ SCALE: 1"=20' t NOTE: \ 1 \ THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 27.. + I / LOT 15 -j TR N 11ION SIDEWALK -ROM •'�� ��� ��� �� -COMBINATION TO Dr10CHFP Al 11101AN LOT 14 C\ oLL - mwa ac wn. m z i z � 2¢Z aF �ZOG Ch Lo ��sFzm>m`Sa m (t)LL U OY o z u K O O 7 y y 0 Q e z E W z �n z � C O P -m m awe >00000z < j U. a aoouo�+�R w n f4) �x rrx z 1=�PI o W o Oz> 4= a <l=0 9 �- Z Z:O 'i 0.Z Z O � � ^� C9 "cl C O ✓J' N O—•Oct wu>)OUzr nK U,X ) L/� (G a W 0 04 G xo`�zi�oo s <m Z CJs <0��¢ u, N'"J, o Zo `tee, 00. �y p�y e� N ((} SV LuW '� m c r z m a Fu N u y o Wzm LL z V�pU LL 0 0 ��za-O vgYx z mw.>v�?z�ma �o x> oma u..K0 U -.u0. m._ W QOUZ?mjm�y >>W �jUZ zIym ¢gym QCN�O�VvLLS'r/I}y P1-46�UOZ6� Q SIDEWALK AREA DETAIL p RAINDROP LANE w INA AR A LOT 22 J " C SIDEWALK AREA DETAIL SCALE: 1"-20` oe EDENDALE COURT ui G KA PROPOSED SUMP (SEE TRACT 7288 GRADING PLAN) p_51DEWALK AREA DETAIL j� SCALE: 1"=20' a i8 j OF 10 SHEETS CQNJSTRUCTf0N NOTES DI CONS TRUCT 6" CURB & GUTTER PER 0.0.8_ STD. DWG. ST -1 d CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD QWG. ST' -3. -3� CONSTRUCT WHEELCHAIR RAMP PER GALTRAn S REVISED STANDARD PLAN A88A CASE `A`. D4 CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWGS-35. TCONTRACTOR SHALL COMPACT AREA UNDER CROSS EITHER -GUTTERS AND A MiNiMUM Or 1' *SIDE FO 95/ MAX. DENSITY, TO .A DEPTH OF I') 0 CONSTRUCT TYPE. 'A' CATCH BASIN PER C.O.B. STD. DWG- NO. D-14 PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4, (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). pEe c,c.�Jzs. poc. 0 ozrlo2Z'739 u.ve [7,j PROPOSED 4' `NIDE SIDEWALK -e" '-FTTI,41E" CASEMENT Dr-xRAR'.A`TE-1Ns'hRG`M"5T. CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWAIK PER STD DWG. ST - [1 -1 CONSTRUCT 6" CURB ONLY PER DETAIL ON SHEET 10, FL FLOWLINE STATION L S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED, 354 _0_ INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMEi`IT PFR C.O.B. S.D. DWG. ST -13. - -}- INSTALL STREET NAME SIGP, PER CITY STANDARDS. °.�` EXISTING SURVEY MONUMENT - PROTECT IM PLACE. C) SEWER MANHOLE O SEWER CLEANOUT O STORM DRAIN MANHOLE - ---- RIGH T -OF -WAY SEWER STORM DRAIN '°-- EXISTING EDGE OF PAVEMENT (PRIVATE STREET) .1.354 i :352 350:....:...: ... .SSSS ..:...: ..:... .:.. :...: 50 3 ............. 9+00 .:...:...:... 10+-00 CURVE TABLE" i CUR/E—RADIUS ........ SSSS 16+0+3.......•17+00... 14+00... ........ , .15+00 LENGTH 1 DELTA�TAPIGENiI p Cl 80.Z , 181 29 -129 50 22 1 170.96' B2 55.00" 8& 39' „9)0000 i 65.00. _ C3 3/0Q_ 5812 1 900000 37.00" _ I CM1 r 00'„_ ,.8' 6 i I 1 J5a 11 C537 C5 , 33.OD' _2 17 16 1 A ! 19 23 l5 06 .. 42.00' 9D OS �� -2 747£x4 �- & (PRIVATE STREET) .1.354 i :352 350:....:...: ... .SSSS ..:...: ..:... .:.. :...: 50 3 ............. 9+00 .:...:...:... 10+-00 ...............12++1G. 11.4-00 ... SSSS ... 13+50............ ........ SSSS 16+0+3.......•17+00... 14+00... ........ , .15+00 , ... .. .18+fl0......... p KJ Z p o 2 VI � rn ry 0 NORTH FLOWLINE PROFILE 1� . P nim ol$ V� f� aNi 1 u uj ' 1EL ` z V ' zw ..W SSSS. SSSS. SSSS.. SSSS. SSSS.. SSSS N - _........ SSSS SSSS SSSS ... .. SSSS. +U /D`/u ... SSSS SSSS. SSSS. _ _ - _ _ - __ _ SSSS ... . ..�------” 0.351 - -. _,SSSS _ _ _ _SSSS - - -- - - - - - -- _- - - - - - .- ... 152. ..... r0.35% .. .. .: .. .: ... : .. : .. : .. .. .. .. :.. :. ..:. .. : .. :SSSS .. : .. :. .. :.. .:D£510F10AUN£ PROfi1£-/ ... : ... :. .. .. :..-_..�._.. LL.. .. - "z5T,D 354 LL . 41 NI r- �.. ............ 352 350.1'..'... .. :.. .. ... ....SSSS.. :... 50 3 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE z �6- W �Y C HORIZONTAL: 1"=40' VERTICAL: '1"=2' I o TICAL POINT Ec °^ [� co (D (nv X Lf L PJfL_ iY p L L9 ro U)��q+ Z m J KJ Z p o 2 VI � rn ry 0 0 1� a7 V� f� I o rn u� U) m c Ec °^ [� co (D (nv X Lf L PJfL_ iY p L L9 ro U)��q+ Z m < w in N KJ Z p o 2 VI � rn ry 0 0 Q 1 u uj ' 1EL ` z V ' zw ..W LL1.W ED z cr SNEER ��� 4�D d/y Q y¢ n J 9 > w � 4 G Cu ly \�S1e9a . co Q g n..e N 99A o^ rvow f I IN 10l INi 9/1612017 �D�A�TE Lr^ JOB No. 13-2750H SHEET' ---� 9 OF ^0 SHEETS f-w-kll tt-5 -CONSTRUCTION NOTES ED CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG ST -1. [221 CONSTRUCT 5 WIDE STANDARD TYPE SIDEWALK PER STD, DWG, ST -3. 0 CONSTRUCT 'WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". CONSTRUCT WIDE CROSS GUTTER PER C.O,.B. STD. DWG 5-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF Y EITHER SIDE TO 05% MAX_ DENSITY, TO A DEPTH OF T') [S7 CONSTRUCT TYPE A' CATCH BASIN PER C.O.B. STD. DWG, NO. 0-14 PROPOSED STANDARD DRIVE APPROACH PER C.0 B. STD. DWG. ST -4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). E7 PROPOSED q. VfDL SIDEWAI K --PUBLIC UTTIES wASEMENT BY SEPARATE INSTRUMENT. ENT. [6] CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWAI K PER STD. D'WG ST 3. ® CONSPRUvT 6" CURB ONLY PER DETAIL ON SHEET 10, FL FLOW IN- STAOON L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT. ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. AIL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. � LEIS 62D PROPOSED 6' CURB & GUTTER PER C.O.B.STD DWrST-1 (ES) PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). PROPOSED BLOCK WALL (SEE WALL PLANS).. C� PROPOSED 6" CURB NO GUTTER SIMILAR C.O.B. STD. DWG ST -1, LI PROPOSED BLOCK WALL i TO BE MAINTAINED 20' 'NIO DE PRIVATE RESIDENTIAL LANE _ 10' "NPARKNG' L/S AREA q TT 7288 �� TT 7288 f= SLOPE VARIES FROM 1.5% TO 3.5% *= SLOPE VARIES PROM 2% TD 3:1 (SEE PLAN VEIN FOR SRUCTURAt SECTION) NOTE: STREET 70 MAINIAINED BY H.O.A. PER "WMSP" EXHIBIT SIMILAR 4-14 & 4--15 TYPICAL 30' "WIDE ALLEY A_. WMSP PRIVATE RESIDENTIAL LANE NOT TO SCALE 'C I%SEP a // `Rlu.y r LANDSCAPE I /wyz. 1 0 w; LQT,'"r '� 2 12 .0j.. INSTALL HOLOPHANE "CRANALLE" PREMIER LED LUNAR (5 LED -4K ROW ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. rj CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13_ -�- INSTALL STREET NAME SIGN PER CITY STANDARDS. `U EXISTING SURVEY MONUMENT -- PROTECT IN PLACE. ('D SEWER MANHOLE SEWER CLEANOUT O STORM DRAIN MANHOLE -- �- RIGH' QI- WAY SFVVER S"'ORM DRAIN ' - EXISTING EDGE OF PAVEMENT NOTE: THESE MODIFIED SECTIONS WERE APPROVED PER VTTM 7288 DE A i3.775Q R/W R/W z r PROPOSED 6L OCK 'WALL FFF���...... _5' H.O.A.-�I 34 Z.5' PER VTTM No. 72-4571 5_21. 135218" .___304.oy'! TO BE MAINTAINED BY ;!, l.oT I ITMPROVEMENTS 1 L I I. 313.39 0 25% Z W'rf W N ezn iO atA p L__, N t9 f- _Z waz �zz vaso 4' /S �K" WIDE PRIVATE RESIDENTIAL LANE l(j 0 IT 7288 I_ AREA 1 "NO PARKIN ' CITHER SIDE- O 352. .... ....... 9+00 PROPOSED "15+00 15+00 17 -FOO 18+00 Lij Z 0 f i TT 7288 za LANDSCAPE LOT SI OPE VARIES FROM 1.5% TO 3.5% �%/f i/ V '$�"✓/.' - SLOPE VARIES FROM 27TOS1 (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET TO BE MAINTAINED BY HO.A. PER "WMSP" EXHIBIT SIMILAR 4--14 & 4--15 TYPICAL 30' WIDE ALLEY &MSP PRIVATE RESIDENTIAL LANE 0 _.__ ��...__ � NOT TO SCALE 4 5 h N� SEE NOTE (TYPICAL_} T'I`D'--C"A-Pe NOTE "A"' VERIFY FXISTING LOCATION AND ELEVATION IN FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE 6: CENTERLINE SHOWN IS FOR CONSTRUCTION/CONTROL PURPOSES ONLY, THERE WILL NOT BE PAINTED CENT:.RUNE STRIPING. NOT- C: DRIVEWAYS ARE DEFERRED UNTIL HOUSE CONSTRUCTION FOR EACH 19T, SHOWN FOR UTILITY PLACEMENT ONLY. 6 m r� J `yI FAC= OF CURB e.- vJ 10 ER II PN �_ IPoseD BI nr I wHU J C� pLo.R. rvINTtIN_) I II 7 6 PHASE (PRIVATE STREET) z 10 CONSTRUCT MIN. 0.2.0' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE EASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=48 0 11 LANDSCAPE LOT 1 11 1 SEE BELOW LEFT 1 50' V.C. CAMPUS PARK DRIVE (SEE P.M. 121 -UO STREET PLANS) \xI Vl I �1 \ r kY ISO I TNG 0. puyr I I I h I I NI I I�� IIT I i V HORIZONTAL 1"=40' VERTICAL: 1"=2' 356a o » +I 356 , cJ ci. ba oL a a, 0 I �L o I I I �_ !. 354:. !.. 354 f 'D£SIGN,FLOWLINE PROF/LE.J.. .. ... .. .. - 352. .SEE NOTEA:/ 352 10-+00 11+00 12+00 .I� wCl"la WEST FLOW'LINE PROFILE J N q N <M V. C' a 41 il;➢ dNN }U GCUEVI n n� '0 u'N 356.. �Iw,M wl� ... .... 356 +I . _ + I i 354 354: .. .. I:.... L TPP PE PAl EVENT PROE/L . SEENOT-nA"-J Q- 352:.. 352 10+00 11+00 12+00 EAST TOP OF A.C. PROFILE 18+46.77 (10.00' LT)= FL 184 44.45 BCP f352 �S AC)\ 12 13 14 15 - fI LANDSCAPE— ° r I I it 1 1 1 SEE NOTE "C' LOT (TYPICAL} \ )! 78_94.20 NS/ 27 M14"W O 17 L NCV. APE !-RE4 I _ _ 1 III Iv Il I . ! i4 I 3 � i 2 II nyL I <v� I HORIZONTAL: 1"=40' VERTICAL.' 1"=2' '! °w PHASE 2 CONSTRUCTION LIMITS CURVE TABLE �CURVE� PADIt,S_ Cl 249400' LEND FI 5/881 DE A i3.775Q _ r TANGCNv 1 29077 _ z r ' DESIGN L. : � :::: _ CI 2504.00 5_21. 135218" .___304.oy'! , _ (,3 2514.00 623.57` 14'12'42 I. 313.39 oLL P}UJ� .. .......... ......... ...... ..:. .:. .:.. :...:. .:...:...:...:... ...:...:... ...:....... PHASE 2: CONSTRUCTIONLIMITS J CO.NST. R:U. CL T:IO.N. C ®NS PHASE 1 TRUC LIMI z r ' DESIGN L. : � :::: > C M 354. ooicdiF ZUw .. .... ... ........ U 0 25% Z W'rf W N ezn iO atA p L__, N t9 f- _Z waz �zz vaso z.o}FuoO u� fn l(j 0 ¢ R I_ r/L,1 f 4 o� O 352. .... ....... 9+00 FGK~72-�nyU Zww¢UO¢w(�� "15+00 15+00 17 -FOO 18+00 Lij Z ao� >a 7- z PARK SQUARE DRIVE P` (SEE SHEET 3) PHASE 1 CONSTRUCTION LIMITS `TYPICALLY 6' UNLESS OTHERWISE. NOTED ON PLANS A CONCRET�URB w NTS . 3�6 ...... P}UJ� .. .......... ......... ...... ..:. .:. .:.. :...:. .:...:...:...:... ...:...:... ...:....... PHASE 2: CONSTRUCTIONLIMITS J CO.NST. R:U. CL T:IO.N. C ®NS PHASE 1 TRUC LIMI G_O siwmUa.�. zr".o ' DESIGN L. : � :::: > C M 354. ooicdiF ZUw .. .... ... ........ U 0 25% Poo W'rf W N ezn iO atA p L__, N t9 Zm2Sjw z.o}FuoO u� N 0 7- z PARK SQUARE DRIVE P` (SEE SHEET 3) PHASE 1 CONSTRUCTION LIMITS `TYPICALLY 6' UNLESS OTHERWISE. NOTED ON PLANS A CONCRET�URB w NTS . 3�6 ...... P}UJ� .. .......... ......... ...... ..:. .:. .:.. :...:. .:...:...:...:... ...:...:... ...:....... PHASE 2: CONSTRUCTIONLIMITS J CO.NST. R:U. CL T:IO.N. C ®NS PHASE 1 TRUC LIMI uz �jO¢G vNiO ' DESIGN L. : � :::: 354 354. . . . . .. .... ... ........ 1'Ua os noQo 0 25% . � W'rf W N ezn iO atA p L__, N t9 Zm2Sjw z.o}FuoO u� N 0 ¢ R I_ r/L,1 f 4 o� 352 352. .... ....... 9+00 .. ... ..... ...... ...,. 10+00 11+00 12+00 13+00 14+00 "15+00 15+00 17 -FOO 18+00 sg 19+00 SOUTH fLOWLINE PROFILE cod w w ( �.U_ YOOy$az� zp25w 2,qg � .� CO E N uz �jO¢G vNiO Ld � N uJ. •(4 z ¢r'wH U.1 N M 1'Ua os noQo � .0 m �2.K iC �02a� W'rf W N ezn iO atA p L__, N t9 Zm2Sjw z.o}FuoO u� N 0 ¢ R I_ or ziz�� aiu ao� >a za t oONw w0� w �V 2w �ul�uz z�w ("UOuz'¢ai>r w � C I " Y F � 1 Z (n w YN N La L I'I DATE 9115x20 4 PA JOB No. 13-2750H SHEET r 0 �, OF 10- S4iEETS