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HomeMy WebLinkAbout1.1-6406 2I FOR STREET IMPROVEMENT PLANS D ASPHALT PAVING NOTES: IN THE CITY OF BAKERSFIEL LOWING CITY OF BAKERS TH BAKERSFIELD STANDARD DRAWINGS J SHALL BE CONSIDERED A PART ~ PART OF THESE PLANS. ' ® ~ " TOR TO OBTAIN LATES~ CONTRAC I I AT~CT Ff11TInN TN{=RF(1F1 ~ F" N 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD ASPHALT CONCRETE. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR STANDARDS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD ARTERIAL AND COLLECTOR STREETS AND TYPE "B" (MODIFIED) FOR LOCAL STREETS AND SPECIFICATIONS, LATEST EDITION AND SPECIFIED SECTIONS OF STANDARD SPECIFICATIONS SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE FOR PUBLIC CONSTRUCTION (GREENBOOK). STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE CITY STD. N0. DESCRIPTION - A AS DIRECTED BY THE CITY ENGINEER. STREET RIGHT-OF W Y ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR THREE FOURTHS (~/a) INCH MAXIMUM, MEDIUM GRADING, AS SPECIFIED IN SECTION 39-2.02, "AGGREGATE", OF - AND GL 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKfILLED ® ST 1 CURB THE STANDARD SPECIFICATIONS. AND COMPACTED PER CITY STANDARD DETAIL ST-22. RADING ❑ ST-2 COMMERCIAL N PHASE OF CONSTRUCTION THE CITY CONSTRUCTION WHEN DIRECTED BY THE ENGINEER, AGGREGATE CONFORMING TO ANY OF THE G 4. PRIOR TO THE START OF A Y " it _ ~ GIVEN 24 HOURS NOTICE 661 326-3049. REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE , Of THE STANDARD SPECIFICATIONS INSPECTION DEPARTMENT SHALL 8E ( ) SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN ❑ ST-3 COMBINATION, INT THE CURB FACE OVER EACH LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. 5. SEWER LATERAL LOCATIONS TO BE STAMPED (S) 0 LATERAL NCRETE SHALL BE AR-8000 ASPHALT BINDER FOR TYPE "A" {MODIFIED) ASPHALT CO ❑ ST-4 RESIDENTIAL I TH RWISE DIRECTED BY THE ENGINEER. ASPHALT VISCOSITY GRADE ASPHALT UNLESS 0 E 6. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS-GUTTER, FENCING, fl SHALL HAVE A BITUMINOUS BINDER OF PAVING GRADE CONCRETE TYPE "B" MODI ED ( ) ETC. THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED UNLESS OTHERWISE DIRECTED 8Y THE ® ST-5 HOUSE NUMBI ASPHALT OF AR-4000 VISCOSITY GRADE, AS DIRECTED BY THE CITY ENGINEER. ENGINEER, AND SHALL CONFORM TO THE REQUIREMENTS SHOWN IN THE TABLE FOR " R - P~ "TEAM-REFINED PAVING ASPHALT" IN SECTION 92-1.02 GRADES", OF THE STANDA D ❑ ST 6 PAVEMENT S , I 7. ALL CONCRETE SHALL BE COMPOSED OF TYPE II CEMENT, MINIMUM CEMENT CONTENT SPECIFICATIONS. AXIMUM OF WATER CEMENT RATIO OF 0,50. F 60 LBS. CU. YD. AND A M - 0 5 / / ® ST 7 RESIDENTIAL PRIOR TO COMMENCING WORK ON THE PROJECT, THE CONTRACTOR SHALL PROVIDE TO 8. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND THE ENGINEER THE FOLLOWING INFORMATION: VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER CITY T-11 MAJOR LOCAL ® S / i STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. A. THE AGGREGATE AND ASPHALT SOURCE; i_ t - ALLEY CROSS ❑ ST 12 I 9. STANDARDS LISTED ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR B. DOCUMENTATION THAT AGGREGATES CONFORM TO SECTION 39-2,02, SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND T " OF THE STANDARD SPECIFICATIONS. MATERIAL SIEVE AGGREGA E, DRAWINGS FOR HIS USE. ANALYSIS AND SAND EQUIVALENT RESULTS SHOULD NOT BE OLDER THAN ® ST-13 SURVEY MONI SIX (6) MONTHS. THE OTHER TEST RESULTS REQUIRED IN SECTION 39- 10. THIS CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART 2.02 "AGGREGATE" OF THE STANDARD SPECIFICATIONS SHOULD NOT BE ® ST-14 STREET LIGHT OF THESE PLANS. ' OLDER THAN ONE (1) YEAR. 11~s ® ST-15 SYMMETRICAL 11. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE OF 20 SHOULD NI TEST 367. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED BY CALIfOR A FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, THE LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL ~ - T 16 STREET KNUC STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER R VALUE, IN ACCORDANCE BE INCLUDED FOR REVIEW. THE ASPHALT CONCRETE MIX SHALL ALSO ® S WITH CITY ENGINEER. MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE ~ STANDARD SPECIFICATIONS. IF THE SUBMITTED DATA SHOWS THAT THE ❑ ST-17 STANDARD WI 12. RELATIVE COMPACTION OF NOT LESS THAN 95~ SHALL BE OBTAINED FORA MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. ST-18 MEDIAN CURB ~ PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION Of NOT LESS THAN 95q SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW THE ASPHALT BINDER IN THE CONCRETE SHALL BE FOUR AND ONE-HALF PERCENT I FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS 4.5% TO FIVE AND EIGHT-TENTHS PERCENT (5.8~) BASED ON THE WEIGHT OF THE DRY ® ST-19 HANDICAP RA i { ) DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF AGGREGATE ONLY. GUTTER. R HA BE COMPACTED SO THAT THE VOID RATIO OF THE ❑ ST 20 GATED ENTRI THE ASPHALT CONC ETE S lL I N THE PROFILES ARE GUTTER FLOW LINES 13. ELEVATIONS AND GRADES SHOWN 0 I T PERCENT 8% . COMPLETED MIX IS BETWEEN SIX PERCENT 6~ AND E GH { ) ( ) (INVERTS}. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS. ® ST-21 REFUSE CONI 14. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND _ !k , OTHER SAFETY DEVICES {NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED ® ST-22 TRENCH BALI OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: IN THE PAVEMENT PRICE. - POLE NUMBEI NT TILIZING DIAMOND BLADES WITH FOG ❑ ST 23 A. ABRASIVE GRINDING WITH EQUIPME U 15. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SEAL COAT ON THE AREAS WHICH HAVE BEEN GROUND), SIDEWALK AND CUR$ AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THESE TESTS - 1 1 STANDARD S ® T SHALL BE DETERMINED BY THE CITY. B. REMOVAL AND REPLACEMENT, OR 16. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY C. PLACING AN OVERLAY OF ASPHALT CONCRETE. THE METHOD WILL BE ® T-19 MISCELLANE01 AK RSFIELD ORDINANCE PRIOR TO START OF ANY EARTHWORK. TIVE WORK SHALL BE AT THE CITY OF B E SELECTED BY THE ENGINEER. THE CORREC R' NSE. IF USED THE FOG SEAL COAT SHALL BE EITHER CONTRACTO S EXPE , i 17. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC ASPHAU REJUVINATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. ENGINEER. 18. ASPHALT REJUVENATING AGE'dT SHALL BE APPLIED TO NEW ASPHALT CONCRETE IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED AS NECESSARY TO EXTEND BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD THE AREA GROUND IN EACH LATERAL DIRECTION SO THAT THE LATERAL LIMITS OF SPECIFICATIONS CURRENT EDITION AND THE STATE DEPARTMENT OF TRANSPORTATION NEAREST LANE GRINDING ARE AT A CONSTANT OFfSET FROM AND PARALLEL TO THE STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY LINE OR PAVEMENT EDGE AND IN EACH LONGITUDINAL DIRECTION SO THAT THE ~L ENGINEER. GRINDING BEGINS AND ENDS AT LINES NORMAL TO THE PAVEMENT CENTERLINE, WITHIN i~ ANY GROUND AREA. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF 19. CONTRACTOR AGREES THE HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE T N ITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT FOR JOB SI E CO D ~ A T FOUR PARAGRAPHS IN SECTION M NTS IN THE FIRST PARAGRAPH AND THE L S RE UIRE E Q INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL 42-2.02 "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. REFER TO CAL TRANS I APPLY CONTINUOUSLY AND NOT 8E LIMITED TO NORMAL WORKING HOURS: THAT THE STANDARD PLAN RSP. A88A CONTRACTOR SHALL DEFEND,INDEMNIfY AND HOLD THE OWNER AND THE ENGINEER KN SS IS MORE THAN 0.15 FOOT OR LESS HALF WIDTH WHERE THE COMPACTED THIC E , f HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE SURFACING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FOR THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. OF EACH DAY'S WORK, THE DISTANCE BETWEEN THE ENDS OF ADJACENT SURFACED AY OF ~ ' T IN THE FOLLOWING D 1 LANES SHALL NOT BE GREATER THAN CAN BE COMPLE ED / 2 i NORMAL SURFACING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 20. PSOMAS SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES T0, N / RAKED A D OF EACH LANE HAND T THE ENDS TRAN VERSE EDGE A ALONG THE S , OR USES OF, THESE PLANS. COMPACTED TO FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED $OND BREAKER MAY 8E PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL TH DEVELOPER. THE MPACTION TESTS SHALL BE THE RESPONSIBILITY OF E 21. CO UME. P RATIONS RES WH N PAVING 0 E F THE CONFORMS E 0 i NUMBER AND LOCAl10N OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ■ a - E=NGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE T THE CONTRACTOR SHALL 6ACKCHARGED TO THE CONTRACTOR. WHERE COMPACTED THICKNESS IS MORE THAN 0.15 F00 , H THAT EACH LAYER OF ASPHALT CONCRETE IS SCHEDULE HIS PAVING OPERATIONS SUC i ~ ~ ~ ~ TR 110N STAKING BASED ON CONSULTANT'S PLANS DRAWINGS PLACED ON ALL CONTIGUOUS LANES OF A TRAVELED WAY EACH WORK SHIFT. AT THE 22. IN THE EVENT CONS UC ~ END OF EACH WORK SHIFT THE DISTANCE BETWEEN THE ENDS OF THE LAYERS OF i OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN TEN (10) FEET. AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. THE ENDS Of EACH LANE AND ALONG THE EXPOSED LONGITUDINAL EDGES BETWEEN ADJACENT LANES, HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS. r 23. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONSTRUC110N. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM CITY OF CONFORM FEATHERS TO FACILITATE THE REMOVAL OF THE FEATHERS WHEN PAVING B R RK TO sE DONE IN THE CITY STREET HANDICAP RAMP D E TA I L BAKERSFIELD BUILDING DEPARTMENT FO WO OPERATIONS RESUME. r RIGHT-OF-WAY. NO SCALE A I URING THE COURSE OF CONSTRUCTION IT IS THE THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC 24. IF p, PROBLEM SHOULD R SE D ~ TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO EXISTING r, RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. PAVEMENT SURFACES BEYOND THE LIMITS OF CONSTRUCTION. ■ 25. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN A PRIME COAT WILL NOT BE REQUIRED ON SUBGRADE PRIOR TO PLACEMENT OF 1 TH CONTRACTOR SHALL DETERMINE THE EXACT ASPHALT CONCRETE. IN AN APPROXIMATE WAY ONLY. E LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND ENGINEER. AT ROAD CONNECTIONS AND PRIVATE DRIVES, SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, ADDITIONAL ASPHALT CONCRETE SURFACING MATERIAL PROTECT AND AND AlL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL BE PLACED AND NAND RAKED, If NECESSARY, AND COMPACTED TO FORM SHALL CALL U.S.A. UNDERGROUND SERVICE ALERT 1-800-227-2600 TWO WORKING , ~ { ) SMOOTH, TAPERED CONNEC110NS. DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 6. IF THE CONTRACTOR IS IN DOUBT AS THE MEANING OF ANY PART OF THE PLAN THE COMPACTION AFTER ROLLING SHALL BE NINETY-FIVE PERCENT (95~) Of THE 2 DENSITY OBTAINED WITH THE CALIFORNIA KNEADING COMPACTOR PER CALIFORNIA TEST AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, 304. HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORREC110N TH REOF PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. E , T ASPHALT CONCRETE SHALL BE DETERMINED BY: THE FIELD DENSITY OF COMPAC ED 27. SEE WATER, STORM-DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. A. A PROPERLY CALIBRATED ~ FURNISH AND INSTALL TRAFFIC SIGNS PER C.O.B. STD. OR - 28. NORMAL CONSTRUCTION STAKING WILL BE SUPPLIED ON TIME BY THE DEVELOPER. ASTM D1188 WHEN SLAB OR CORES ARE TAKEN FOR LABORATORY R1-1 STOP PER C.0.6. STD. S-40 ALL RESTAKING Wlll BE BACKCHARGED TO THE CONTRACTOR. TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. R4-7 KEEP RIGHT TR T PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD W3-1d STOP AHEAD 29. AN OPENS EE IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED END ~ W31 CA ( ) STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY OF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE ~ BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR WORK PERFORMED WITHIN THE W53a(CA) NO OUTLET RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. RELATIVE DENSITY IS BELOW NINETY-FIVE PERCENT (95~), BUT ABOVE NINETY-TWO AND T-1 STREET SIGN PER C.0.6. STD. T-1 NINE-TENTHS PERCENT (92.9%}, THE CONTRACTOR WILL BE ADVISED THAT HE IS NOT k ~ ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS, OR PROCEDURES, OR BOTH, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT i CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THAT ENGINEER Of THE ADJUSTMENT B RS ARE FEDERAL CODES UNLESS OTi NOTE: SIGN NUM E THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. INDICATED BY CA). (CA) INDICATES CALIFORNIA C ( IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE M NT MARKIN RELATIVE DENSITY IS LESS THAN NINETY-THREE PERCENT {93~), THE ASPHALr ALL PERMANENT STRIPING AND PAVE E t SHALL BE REMOVED AND REPLACED. CONCRETE REPRESENTED BY THAT LOT M PLASTIC PAINT PER CALTRANS STANDARD THER 0 SPECIFICATION 8010-21C-19 ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE S BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL D ' r f Yu FOR LOCAL STREETS SHALL BE EITHER CAB OR FINE GRADATION CRUSHED M h MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE °GREENBOOK. CHECKED BY: GSC 4x4t" WOOD POST (NOM.) 12" ° ~ESSlAPPROVED BY: 09 2" W. STANDARD WL GALVANIZED PIPE. PORTLAND CEMENT y;; AGE S (c, C / GSC CONCfTE E 0 G~ 2' MIN. 2' MIN. 10' MAX. 10' MAX No. 25190 SHEET 2 Exp. 12-31-07 STANDARD TYPE III s~ ~Q BARRICADE 9TF ~1V1~ o~~ OF OF CAI-\~ NO SCAM; _ I i I i I l i ~ ~ ~ i~ N - - { ~ T _ _ - - P TA = 15 06 80 _ __U1 - - - - - - - - 1~1- I K 0.8 I ~I 1- _ ; o~ _ , _ _ _ o I ~ • I PROP S RA 735 ~ ~ ~ ~ ; ~ ~ ; P_, _ _ w....~.. r,~ F~. .r _ _ ..m _.w N 3 i d' -i ~i _ rr ~ ~ 4W - - - - ~ - ~ I GQ ~ + U; - - - - - U` r-~ I > W i IJi ' J W ~ , W ~ Z i ~ IJi W _ _ - - ~ 1 z ' - - - - 4 _ _ _ - Q N _ _ i ~ ~ 725 + w. _ _ . _ _ _ . _ r _v , ~ _ _ .M._. , . > W Q W - - - - - - J W U _ ~ _ P I TA = 15 O6 65 t K 41.0 _ 5f~ fl - - - - 'I - - rn ~ , _ ~ - R POSE G A f 735 ~..w. ~....T.ww.., ~w. w.,..~~... ..w n._.. ~ _ a. ~~....T _.m...~ - ~ r ~ + N N ~ rn-' i ~ ~ S' ~ ~ + ~ U ' F- N ~ ~ I W, J Q Z - - ~ W !n W ~ I ; W m - - i L W Z `I ' - - - - - - 0:, I $ ~ ~'L 725 ~ I 12+00 13+00 14+00 15+00 16+00 11 +00 _ - ® - - - s- _ ® - - - _ P ® _ D E _ _ ®®®~®--e®~~--® . _ _ INLET ST 15+44.78 (18.0 L) FL ELEV=72 .93 i INLET TA 11+47.92 (18 00'L) FL ELE =726.92 r° ~ ~ v i REMOVE EXISTIN BARRICADE N ~ v ~ V/ SA VAGE SIGNS (r/n~ ~ '~nn VI ➢ , V' /L~ V, ~ .a ~ TV' + V/ ,A V/ r n ~ o D -i ~ y ~ + ~ V] ~ D D D ~ ~ II w + oo .I m ~ J 00 o ~ ~ ~ w w + w ~ II N N J + + + + + J + J ~ I-~ ~ -P ~ N N ~ cQ J N c4 p7 5 N w 41793 ~z - - - _ _ _ - - - - 15+00 N60'341 (/1 ~ r - - _ - , - _ _ _ _ -F- „SS - W _ - 00 1.5 - - - _ - + 4 _ lg 4 3 i - ~ ~ _ - 1 x ~ i1 L a 0 Ga I - ~ w x ~ 8„ss s„ss wa II c~ o II o ~ ~ C9 ~ ~ M 1 ~ N I I ~9 41 89 ~ ~ D ~ H A rn cn m II a w I 5 ~ ~ ~ + P II + w I I < , - tn ~ cn W J N ~P + . 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C5 179.27 2498.00 04 06 42 89.67 GUTTER PER CITY OF srr C6 101.93 2480.00 02'21'18" 50.97 BAKERSFIELD STD ST-1 B LOCAL sTIM SECTfON 60' C7 104.58 2516.00 02°22 53» 52.30 ;w - » 2 T1 VALUE-4.5 A-VALUENO SCALE SEE SF-9 C8 227.62 2210.00 05 54 04 113.91 1_ C9 229.48 2228.00 05°54'04" 11 4.84 • R VALUE SUBJECT TO SOILS TESTING, CONSIDERED PRELIMI C10 225.77 2192.00 05'54r04n 112.98 UNTIL STREETS ARE CLOSE TO FINISHED SUBGRADE ii { I - - _ __I - _ _ _ . _ - - - _ _ _ _ _ _ I - ~ N - - _ _ _ _ a - - - - - - - - _ T ~ ~ _ - ! _ ~ ~-r _ _ . ~ _ - _ _ _ . ~ _ - - - - _ a i I VS _ . - - - _ _ _ _ - _ - - _ _ _ o,. vi s . T_ ~ t~$_ . ~ ~ 740 40 i i 1 - . ® ~ q 1,7 ~ _ _ _ - 0 I- - - - _ _ _e.. _ _ _ _ _ _ _ , I ' K=2 _ _ ~w _ .w _ _ f K _ 2881((._xr._ _ ~ P~ _ - - - ~ I _ _ ~ ~ _z r - _ _ _ . _ _ _ _ 6U, fl , r S - - - 35 _...F~ _ _ _ . ~ _ , ~,.m _ r _ - - • + ~ M ,N li, ~N~~ . O ~ h + •o .r ~ ~ w PIO OS D GR DE w 30 ~ , ~J,~ •JJ d-) ~ W Z Im Q ~ Ul Ul _ i ~E~ L%JN W U J _ ~s s~ ~ _ ~ _ _ _ _ ri >'W 1Q J W I lL W ~Iz , ~ _ _ __._r-_._ ~ ~ _ ~ _ _ _ _ I ( W,- .4 ~ _ _T~ _ ~ _ _ _ _ _ . L, ~ ,4 0 ~ - _ _ r. ay ~ , . . _ . - _ _ ~ S _ - - _ - ~ .~_0.. 0`~ 5 25 0 ,.m n.._ . _ _ ,r ~ _ ..m _ i. 0' W 2 3. ~ _ . q, , -tn - K=2 ,J I .i ~ ~ __r. . _ - - _ _ ro ~ N . ~ STNG .G. ~ D . . ~ ~ oT ~o N ® L ~ ~ ~ ~ ~ . I, • ~ ~N NIA to ~ 00• J~ ~ PRPSE GAE w I r~ N w Q J J i~ w w Q~ Q~ OU 'FL WL NE PROFI E Im 30 w W IW ' ~ • _ ~ . _ _ _ _ _ _ - _ _ ~n_ _ __N W ~ ~ W W > p J d d'4~ ~ 4. ~ . _ ~ _ _ I GT ~ W J L,- U W C~ N d' m II _ - W J { ~ I- j J _ _ _ _ _W _ _ _ _ T_ _ _ _ . 0 p( E p 4 a, S I _ ~ _ _ v _ - _ - - - -1 - _ .4f~ o % .611% ~ 2 25 , i i 2 ~o a 6a € _ _ _ _ _ w _ _q~~ _ ~ _ ~ . _ _ _ _ ~ _ . iy I 1 W T' I - - - Y~ 20 ~ 0 12+00 13+00 14+00 15+00 16+00 17+00 18+0 1 SEE PHASE 1 S ks J STREET IMPROVEMENT PLANS 1 _ F~ ~I CR STA 13f .1130.00 R I I I ~ ( CORDONATA W Y EC S A 15+20.26 I I FL ELEV=-725.7 ELEV 726.18 0 r I I ECR ST 12(53.20 18.00 ~ ~ EC STA 15+20.2 ~ I I T/E INTO EXISTING' + I I FL ELEV (724.91 INLET S A 15+50.13 18.0 L) Q I I I FL ELEV 726.13 ~ I ~ o ~ ~ I I REMOV EXISTING BARRIC DE o N I SALVA E SIGNS o ~ o0 EC T? 0 N ~ ~ ~ o ~ + ~ F E ~ ~ ~ INLET S A 12+61.1.0 18.0 L ( ) o C° o + ~ - ~ co FL ELE -724.81 ri ~ + Q rn ~ ~ ~ 1°' ~ + Q t z I I I _ a 1 ~1,~ T i ~ ~ STA:13+12.06 STA:13+72.20 G~ PAS B ~ 18+00 = 0. - - m- Ei CO ST UCT ON - _ _ _0- _ _ ~ ~ 0'34'15 E - _ - - 6 _ ~s$ N II a I ,~z - o~ _ - W s - _ - ~8 - - - l - W _ - --1 _ _ _ „ss - - ; W - - C1 I - 8 "ss i - t I s ~ I co J cn "SS 8 a"ss ST/ a 0 I I cn L J v W ~ I I o.5~ o ~ C2 C' ~ 417 ~ ➢ ■ sQ • BC W a 9~ I ~ STA:16+23.88 ➢ 5 ~ ~ - \u/' J II ~ ~ + F-1 l BCR l 0o INLET .STA 15+5 04 (18.00 R) + cn F' ~ II STA:13+.48.71 ~ 5 FL ELEV=726.13 W ~ N ~ ~ ► BCR STA 14+50.76 (18.00 R) j BCR Y i~ W v, INLET STA 12+60.68 18.00 R - ao ~ ( ) FL ELEV-725.91 p~ v, _ ~ ECR STA 15+25.79 (18.00 R) I FL ELEV-724.81 F' I co _ FL ELEV=726.21 1 I BCR I FL ELEV=726.30 ECR STA 12(51.64 18.00 I T/E INTO EXIST/N~ sa ~ I I I FL ELEV=724, 98 f I ECR I HP V= y I /FL ELE 726.30 BCR STA 13f 16.10 30.00 R t ~ ~ I CORDONA TA WAY O I FL ELEV-724.85 ~ N to L ~ ~ I ~ t `1 i R W I 7 52 3 ~ 2 30' 38 26 , , 12 18 - {ft 18 3 1 , 18 f3 0 , i 3 l~ r( 3 ~ 3 5' 5 sj 5 5 I I I orr nrr ~ c+r t nrr. armrm ~ ~ or= rnt1~L 1 arr. JnLD1 ~ti C5 3121' 20.00' 89°23'50" 19.79' p STREET IMPROVEMENT PLANS s oM , AS - I C6 134.16' 1500.00' 0507'29° 67.13' CHECKED BY: 1 i ESS! 5' WIDE SIDEWALK FINISHE BELOW FLOV If=1C AST + INC. F pfES51r7N PAC 1 R. C BOTH SIDES 0 STREET Q4 a ~ 30141 Agoura Rd., Ste. 200 Q~ Fy TYPE B CURB AND Agoura Hills CA 91301 R SIGNS APPROVED BY: s ~ ~ GUTTER PER CITY OF co No. C 66957 cti m ~A BAKERSFIELD STD ST -1 W ~ No. 04898z x . 09-30-?'E B P . ~ Q LOC& 45 EXP ~30.14 RE RD DRAWING RICARDO R. GARCI14 E DALE {E R.C.E. 66597 EXP. 9-30-►0 9T C Iy til, 40 20 0 40 80 T1 YALVE• 0 2 clvn. OFF, 9lf OQ~ • D 'O MARIAN P. SHAW DATE CAS OFCA0i R.C.E. 32178 EXP. 12-31- SCALE: 1" = 40' HOR. T~ ~ R VALUE SUBJE S1GNA`iVP,~ ow-m- SCALE: 1 = 4 VERT. UNTIL STREETS tti i i `id N _ . N Q _ _ ~ _ ~ ~ . . ~ ° ~ Q. _ ' co ~ ~o0 00 • ~ Z T, a~. _ - - o N 1. I~ 730 lSIN GON N N C r > _ ~ n - _ - J ~ I~ N _ _ . _ . _ _ i N W _ _ J _ _r _ . n ~ Q _ _ - - . _ W J 52 0 w J ~ .e._ - - ~ - . _ _ _ _ 3 a _ _ - - - _ _ _ _ _ _ _ D ND . _ _ T NE P OFI 70 2 i' ~ v7 c~ o J NN ~ ao~ lSIN GON 730 ~ f~N . + N - - - - _ . W J J Q N W W 4 4 d~ Q W ~ . _ r _ - - - - _ _ _ ~ \ U ~ W W... _ . _ _ m. - - - _ _ _ -.4q 2 _ r _ - - - _ _ _ _ _ _ _ . . 0 rn _ _ . _ _ . RO 0 ED G OU D ti. 7 - _ _ _ . _ ~ _ _ M~ _ _ _ ®E T fL NE P OFI E - _ _ . . N~ ~ N!~~} ~ - - - - _ N ~ ~ _ _ ~N N ~ ~ ~ 720 ~ r ~ ~ QJ W WW J ' ~ J J W W W W _ _ ~ r_- r_. _ . _ - ~ J _4 4. _ J U ~ ~ ~ D] ~ 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 3 S T S E ~ P T I ~1 S A E R 1 0 V E / N l T ~ A L S w / ~ / / / / N ECR h~/ ~ a ~ ~ FL ELEV- 3.08 . a~ , l/ BCR STA 15151. 8 OLD ~g6 Q 1 W I / TlE INTO EXISTING ~ ~ ~ ~ =f l/ FL ELEV 722.72 W ~j 1 rf ~ ~ ~ INLET STA 15+58.82 18.00'L ( ) 0 ~ ~ ,o FL ELEV= 722.46 M BCR W w ~ ~ ~ = FL E EV= 726.40 'w ~ EC STA 15+78.89 0 a ~ - REMOVE IST G ~ ~ FL ELEV- 722.56 ~ INLET S A 18+99.87 (18.00'L ECR STA 22+09.52 18.00'L) BARRICA E, ° ro~ - ~ FL ELE - 724.14 FL ELEV 725.82 SALVAG SI S ~ ~ Q ~ 1 W ~ \ 0 6~ ~ n h 00 ~ ~ ~ N ~ Q ~ ~ M f- ~ ~ ~ C ~ ~ ~ ~ a~ ~ ~ ~ ~ rn ~ 0 1 ~ ~ ~ / r ` o r s ~ rn T~ ~ v 6 ~ + N n Q rn + 3 ~ ~1 , ~ ~ o + 8 ~ 3 N ~ Q 3 ~ , ~ o 5 Q f`\ +p , , , w 0 ~ _J STq: 411 16~ ~ 8"ss _ _ BC STA=15+78.89 8"SS ~ 20+00 _ 21+00 1 _ ~ - I - FL ELEV- 722.56. 5 a~ ss 1 S ~ ~ ~ G ~e 8„SS 8„SS r Q 1~ BCR ~ 9 1' p + a h ` ~ , 1~1 ~ _ 417 A S FL ELEV 722.42 BCR STA ~8+90,70 (18.OOR) 97 ~ 2 I T STA 15+58.82 (18.0 R L Y= 72 35 U ~ ) Q F ElE 4. ~ ~ ~ F ELEV= 722.46 ~r ~ ~~r ~ ~ ~ ~ 1 60 STA: 20+26.81 ~ P CR STA 15151.07 (18.0 R) D L ~ A 30 N N /E INTO EXISTING T-1 30 INLET STA 19+69.89 18.00 R tv '1~. S ) o + - FL ELEV 1722.72 - 7' 18 8' FL ELEV= 724.43 + r R IDNS APPR D Y~ ~ri,~~fiSS1Q,y E ~ J ~F FL ELEV= 723.90 7 ECR STA 19+62.25 18.00'R J ~ DA•0 ~ ) e m FL ELEV= 724.57 N ~ ICARDO ~ GARCUy DAIS ~ Ls r ~ R.C•E, t659~ {Fj(P. 9-3P't0,~ ~ ~ m BGR x No. CSfi951 z Er;,. s~sal~o~o FL ELEV= 723.9 11ARWv P. SHAW DATE R,C,E 32178 (EKP, 12-31- J' C1V4~ P T SEE SHEET 8 qr e f OF CAI~F~ LEGEND 4 CURVE TABLE RIGHT OF WAY CURVE=C1 LENGTH RADIUS DELTA TANGENT ~xz..~~ PROPOSED STORM DRAIN CONSTRUCTION NOTES , , „ lOT LINE C1 1008.58 1250.00 4613 47 533.55 PROPOSED STORM INLET ------------EASEMENT rf1 non~ncr~ cT~o~i ~~~~i~~~i~ n LOCAL STREET-60' R.O.W. 36' FL-FL C2 621.55 1232.00 28'54'21° 317.54 rnvrww ~ivniw mhrvnvi-c C3 315.79 1268.00 14'16'09" 158.78 - CENTER LINE Of ROAD CHECKED BY: ( SIGNATURe SATE 7 2 " CURB RAMP PER CAL TRANS C4 30.83 20.00 88'18 34 19.42 LANDSCAPE PACth'C COAST CIVIL, INC. GSC FLOWLINE LOCAL STREET-76' R.O.W. 52' FL-FL STD. PLAN RSP. A88A DETAIL B 5' WIDE SIDEWALK FINISHED SUB-GRADE 30141 Agora Rd,, Ste. 200 CROSS GUTTER 3 UTILITY EASEMENT (20 WIDTH) C5 30.83 20.00 $818 34 19.42 5 WIDE SI FURNISH AND INSTALL TRAFFIC SIGNS C6 556.49 1268.00 25'08'44" 282.80 BOTH SIDES OF ~H SIDES OF STREET BELOW FLOW LINE ELEV. - Agoura Hills, CA 91301 APPROVED BY: „ ~ SEE SHEET 2 FOR SIGN LEGEND 4 CONNECT TO EXISTING SANITARY SEWER MAIN „ s ss-PROPOSED SANITARY C7 30.83 20.00 88lg34 19.42 TYPE E TYPE B CURB AND CURB TO CURB 0.3 A.C. PAVING OVER GSC SEWER W MANHOLE REMOVE EXISTING IMPROVEMENTS 5' DETACHED CONCRETE WALK PER ST-3 GUTTER f ~ 05 C8 30.83 20.00 88'118'34" 19.42 GUTTER PER CITY OF 0.6' CLASS 2 AGG. BASE OVER ` BAKERSFIEL -S -EXISTING SANITARY SURVEY MONUMENT TYPICAL CUL-DE-SAC _ 42 FL RAD C9 32.04 20.00 91 *47'48" 20.64 BAKERSFIELD STD ST-1 0.5' COMPACTED OG ® B SEWER W/ MANHOLE C10 32.04 20.00 91'47'48" 20.64 B LOCAL STREET SECTION 69 R 40' 20' 0 40' ao' SHEET J FURNISH AND INSTALL STREET LIGHT MM' ' 2 TI VALUE-5 R-VALUE-200 NO SCALE SCALE: 1" = 40' HOR. OF EXISTING STORM DRAIN 5800 LUMEN PER C.O.B. STD. ST-14 7 LOCAL STREET - 52 R.O.W. 36 FL-FL C11 219.13 1232.00 10-11'27" 109.85 SEE ST-9 SCALE: 1" = 4' VERT. EXISTING STORM MANHOLE STREET LIGHT PER MCINTOSH C12 32.04 20.00 91'47'48" 20.64 ~ R VALUE SUBJECT TO SOILS TESTING, CONSIDERED PRELIMINARY STREET CONST. PLANS PHASES 1, 2, & 3 C13 32.04 20.00 91.47'48" 20.64 UNTIL STREETS ARE CLOSE TO FINISHED SUBGRADE ~ i 735 F - _ . _ _ . _ _ _ _ _ _ _ _ _ - - - - - - ~ _ a . _ _ _ _ _ _ _ - ~ N O O O ~ 730 Qi N N N I~ ' ~i E/SN GO D - _ ~ I ~ N > ~ > ~ G1 ~ WE T FL WL NE P w _ > Q J W i- W ~ ~ W ~ W J W' W ~ W U 4 - ~ ri - W _ _ . _ _ _ - - - - _ . 725 W _ c~ ~ _ 0.3 ~ 0 63 0 - - - 720 _ z. ~ - _ . _ _ _ _ _ . - - -m. _ - ~ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ s - - - _ _ _ _ _ _ _ _ 73 ~ RO 0 ED GR ~ m ~ _ . _ . EA T ft WL NE P ~ r` O N O r € ~S N D N > > . ~ W - - ~ ~J ~ W _ . - - ~W - _ W - - . J UJ J 725 W J - .40 0 n__ _ _ _ _ _ _ . _ . _ _ _ _ _ _ _ E T -F 1N -I E _ PR F t _ _ I 720 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+OC r ti SEE SHEET 8 PRC S A 1+82.97 (39.61'L) SEE SHEET 11AFOR Q FL EL V=723.99 ~ CUL-DE-SA DESIGN ~ PCR STA 2+ 18.00'L) FL ELEV=723.83 Mry~ '''~l N ~ ~ O ~ o ECR ~ ~ ~ _ N FL ELEV-723.0 6 BCR ~ FL EL V=7 O 2 ry E 2299 O 5 1 ECR STA 3+92.65 18.00'L ~ ( ) N 1 4 ~ - S T1 35g~ FL ELEV=723.11 2~„ F 2~ , 0 n C ST 0 B R A t 7 .30 18.00 L 0 ( ) C1 . ro Fl ELEV= 23.24 ~ rn SS p ~ ~ ^ I~ ~ •4 + ry• 29, ~ ~ ~ X ~ c4 ' ~ 3 ~ O ~ ~ ~ f i 0 M 0 ~ ~ + ~ ~F'' N 8,, ~ ~ ° ~ Q ~ + ~ rn ~ rn o• t- 5 0 ~ ! ~ o ° ^N M' ~ G ~ + N 4 + M +0 s Q ° ~ 0 ~ h i Q i tl' ~ ~ h ~ ~ ~ ~ N g„ss ! 5+00 ~ N QW ti ~ Q ~ ~ 6+00 Uj ~ 8"SS ^7 ~ 7+00 9 -I- d s' SS 8+00 • h~ 8„ I S n~ ' S EC STA 1+69.49 (1 .00 R) s"ss - - _ _ FL ELEV=724.01 T-1 ~ + ~ C 0 1 ~ © ,63X rn 1 S N ~ rn BC STA 1+59.63 19.6TR ~ ° 4 ( ) 1 ~ r ~ FL ELEV 724.05 + ~ ~ ~ + ~ ~ f~ ~ ~o rn ~ I~ Q ~ ~ ~ o D ~ ~ ~ + 5 ~ INLET STA 4+35.57 (18.00 R} STA 4+52 0 ~ Q ~ + - ~ ti ~ ~ FL EL -722.74 FL ELEV=~/ 3.03 Q ~ ~ 1 rn ~ ~ w 1 rn ~ ~ 1 P~C~~IiC C~~~I C~P€ ~ ~ ~ ~ ! t 30141 A ours Rd. Si 9 A ours Hills CA 9' LEGEND CONSTRUCTION NOTES i RIGHT OF WA Y CURB RAMP PER CAL TRANS STD. PLAN RSP. A88A, DETAIL B i LOCAL STREET-60 R.O.W. 36 FL-FL .Q ,p LOT LINE ~ ~ T FURNISH AND INSTALL TRAFFIC SIGNS LOCAL STREET-76 R.O.W. 52 FL-FL SIG~IATUI~C UR E EASEMENT -Q- 2 - CENTER LINE OF ROAD SEE SHEET 2 FOR SIGN LEGEND , CURVE TABLE ~ UTILITY EASEMENT 20 WIDTH ( ) FLOWLINE REMOVE EXISTING IMPROVEMENTS - CURVE=c1 LENGTH RADIUS DELTA TANGEN 11 A _ _ n C~NNFCT T~ EXISTING SANITARY SFWFR MAIN J CROSS GUTTER ® SURVEY MONUMENT Cl 10.05' 30.00' 19'11'17° 5.0 5.07' LANDSCAPE SCALE: 1" = 4' VERT, CHECKED BY: -<D- FURNISH AND INSTALL STREET LIGHT- 5 DETACHED CONCRETE WALK PER ST-3 C2 191.59 42.00 26121 31 " 48.8 48'87 FINISHED SUB-GRADE 1 GSC PROPOSED SANITARY g 24.53' S' WIDE SIDEWALK SEWER W/ MANHOLE 5800 LUMEN PER C.O.B. STD. ST-14 TYPICAL CUL-DE-SAC - 42 FL RAD C3 44.11 40.50 62 2415 24.5 e STREET LIGHT PER MCINTOSH C4 31.85 20.00 91'14'29" 20.4 nr~n t c irrc nr ranrcr_ 1 I QW FJ nVi j INF FI FV - zt f _ V f- 7 f 1J L~ ~ r 1- S EXISTING SANITARY SEWER / MANHOLE STREET CONST. PLANS PHASES 1, 2, & 3 ] LOCAL STREET - 52 R.O.W. 36 FL-FL " C5 31.85 20.00 91 14 29 20.4 L r W EXISTING STORM DRAIN C6 31.66 20.00 90'42'35" 20.2 C7 32.03 20.00 91 *46'24" 20.6 EXISTING STORM MANHOLE Cg 1015.62 1792.00 32'28'21 521.8 _~:x~ X" SD-PROPOSED STORM DRAIN C9 672.56' 1774.00' 21'43'19" 340.3 C10 1025.82' 1810.00' 32'28'21" 527.0 A - PROPOSED STORM INLET C11 171,88' 1774.00' 05'33'05" 66.C PROPOSED STORM MANHOLE a ■ - J l Il 7 I ~ _ N i ~ _ _ _ - _ _ _ W i , - - - - - - _ _ __W . _ - - - - - - 35 i _ - a _N _ _ -_l.-_. - ~ - I, O ~ _ ' - - ~ + N Xl T/ RO N ~ _ - , - _ _ _ a _ ~ __..__1__._ 1 1 ,N C ~ ~ ~ ROOEDGR'D P .__.-a.__._. _ _ ~ ~ V~VE T LOW IN ~ V 30 I ~ w ~ dw -~Iw i UJ I ~ - - - - ~r 4 0 I _ - 4 ~ - 25 _ - - - ST O L N ~P O I E _ - I - -f- i r - - - - - ~ - - - ~ ~ N - d > i* ' ~ C - - - ~W R - R w ~ Q E' S F 0 LINE U 30 J I W dW i "1 0. ;2% Cd w _ _ - ~ i . 4% - - - --0-5 - - - 25 _ - - - 1 _ - - - ~ - - - - _ - _ 0 ~ N ,P 0 L E 20 {i _ 4+00 5+00 6+00 1 +00 2+00 3+00 i I CONSTRUCTION NOTES ~.f LOCAL STREET-60 R.O.W, 36 FL-FL 1 ~ ~ ECR _ LOCAL STREET-76 R.O.W, 52 FL-FL t ~ [ FL E EV 725,91 p ti.,. ' T-1 3 UTILITY EASEMENT (20 WIDTH) 4 CONNECT TO EXISTING SANITARY SEWER MAIN BC STA 5+87.30 (8.00 L) FL ELEV=726.30 5 5 DETACHED CONCRETE WALK PER ST-3 ~ ~ ~ , i 6 TYPICAL CUL-DE-SAC - 42~ FL RAD D PCR TA 2+04.99 (18. 0 L) ~ N ~ ~ ~ -pr FL E EV=728.38 r~ N ➢ + _ + - < v 1 LOCAL STREET 52 R.O.W. 36 FL FL -a w ' ~ ~ ~ II ~ ~ ~ J RC STA 1+80.79 (28.56 L) ~ ~ 11 ~ ~ ~ FL ELE =728.50 c° ~ D ~ II D ~ ~ + w J J + 1 N ~ D J W + N O ~ ~ STA:1+37.78 w . N + + O O ~ c4 J r , 5 r co 5+00 Og,43 ~ SEE SHEET 11 FOR ~ 2 s cn -o- , W 5 3 CUL-DE-SAC DESIGN 49 . 8 00 N2 ,.S C7 4+ oo 3 7 3+00 C6 s 2+00 ~ 190.98 s N23 03 02 W - ~ 1 50 ~ s s~ a"ss co N C8 FL HP ~ s"ss " ~ - N ➢ + ELEV 729.02 5 ~ w G ~ cn cn J ~ + 1 1 ~ ~ ~ k N ➢ 5 J .p J 6 STA: 2+51.97 v J D N rn W w 1 W N N .p J O I) ± ~ rn w + .A "Tl ~P 9 o r O , 6 PCR STA 2 04,99 (18.00 R) ~ N ~ r . BC STA 5+87.30 (1 ,00 R) FL ELEV=728.36 ~ cn _ STA• 1+79.13 ~ FL ELEV- 6.30 PRC STA 1+8 .79 28.56 R ( ) ~ FL ELEV=728.0 FL ELEV CURVE TABLE ENT CURVE LENGTH RADIUS DELTA TANG M z~ ~n nn' Qo•nQ'10" 1a 7n' 4J ~ vi JI.IL L.V.VV Va VV Io ,a.Iv IJEL 1.11111E 1 7BELOWLANUSUAf t CKED BY: C2 31.21 20.00 89'23'50" 19.79' PACfFICCoMnIVIL,INC. 5 WIDE SIDEWALK ISHED SUB-GRADE CHE CHE GSC C3 27.16 33.00 47'09 23 14.40 a 30141 Agoura Rd., Ste, 200 BOTH SIDES OF STREET FLOW LINE ELEV. - 4 r „ r C 201.08 42.00 274°18 46 38.95 0 AgoutaHills, CA 91301 CURB TO CURB 0.3, A.C. PAVING OVER APPROVED BY: C5 27.16 33.00 47'09r23', 14.40 Al ESSI CfE$S 1 rvnr o riioo Akin _nc h1 ACC 1) A!Y` DACr n\/CD C6 75.60 750.00 05'46 33 37.83 C7 73.79 732.00 05 46 33 36.93 R VISIONS APPROVED BY: \ Ci r C8 77.42' 768.00' 05'46'33" 38.74' 40 20 0 40' 80' v JL& 10(f No. C 66957 RICARDO R. GARCI .E. DATE R.C.E. 66597 (EXP. 9-30-101 zp. 09-30-201 SCALE: 1 = 40 HOR. 9T C11111, SCALE: 1" = 4' VERT. MARIAN P. SHAW DATE . 1. CA R.C.E. 32178 (EXP. 12-31-_ '6 . 1~1 S L I~IE PR FL 3 RP E GOND N N I S F O IN P O ILE ~ .o 730 ~ ~ r ~ J 7 0 3 m ~ + _n J w ~ r r` > Qw w m > w n ~ w ~ ww ~ ~ w w~ 2 I k~ 0 38 0 .3 0 1 38 , ~ - _ ~ 7 0 IJ U L PR P SE RO~N ~ o F a ~N RO IL ~ o ~ 730 ' N 7 0 3 ~N - ~ w ~ + ~ ~ > w > - ~W ~ d N > ~ ~w Wl~ a M W J W W li J d ~ ~ 3 w ~ d - -.,g,~. -ate ~ J 0. 6 36 0 :3 _ _ ~ 1 _ ~g ~ 720 + ' 7 2 0 cn ® L a w z - S L IEPRFL 1 +00 + 2 00 3+00 4+00 5+00 6+00 1+00 LEGEND 1 EE H RIGHT OF WAY tl ~i LOT LINE BCR ------------EASEMENT FL ELEV=724.35 - CENTER LINE OF ROAD ' \ FLOWLINE ECR STA 3+76.61 18.00 L ( ) FL ELEV=723.90 CROSS GUTTER li I ~ \ _ 0 R T -PROPOSED SANITARY S A 3+76.61 (18.00 R) -~}8" ss FL ELEV=723.90 ~ \ SEWER W MANHOLE / ~V p \ x \ EXISTING SANITARY ~ S . ~ ,,~1 SEWER W/ MANHOLE 9. BCR \ ~ _ FL ELEV=723.11 x , 0 2 EXISTING STORM DRAIN ' 9 ~ ~ EXISTING STORM MANHOLE ECR STA 1+38.41 (18.00 L) ~ FL ELEV=722.99 ~ ~~°xX'~s~--~-=PROPOS i p, [-a ED STORM DRAIN ' 0• INLET STA 1+46.16 (18.001) ~ ,SS w PROPOSED STORM INLET _ ~ A~ FL ELEV-722.79 w PROPOSED STORM MA a N H OLE o ~ > S ~x ~~p, ~y 5 BCR ~/1 CURB RAMP PER CAL TRANS - - STD. PLAN RSP. A A 88 DETAIL B _ FL EL V E 724.57 ~ x ~ W G s FURNISH AND INSTALL TRAFFIC SIGNS w H 'ss SEE SHEET 2 FOR SIGN LEGEND V1 O ,SSG T=2+89.31 i REMOVE EXISTING IMPROVEMENTS w BC S ® SURVEY MONUMENT ~/1 9. Op ~ FURNISH AND INSTALL STREET LIGHT- w x xj 5800 LUMEN PER C.O.B. STD. ST-14 `L ~ •p - STREET LIGHT PER MCINTOSH 5 ~ STREET CONST. PLANS PHASES 1 2 & 3 V1 r , PC 2+04.60 ~ ~ CONSTRUCTION NOTES ,.o , W 0 6 , _ W o. /^i `b ~ LOCAL STREET 60 R.O.W. 36 FL-FL 8~ ~ p ~ INLET STA. 1+46.16.(18.00 FL ELEV-722.81 _ LOCAL STREET 76 R.O.W. 52 FL-FL 0 2 / ~ 4 ECR STA 1+38.41 (18 0'R) , 0 0 3 UTILITY EASEMENT 20 WIDTH W x F - ( ) ~ LELEV-723.04 t w w v 4 CONNECT TO EXISTING SANITARY SEWER MAIN V1 5' DETACHED CONCRETE WA K P - _ L ER ST 3 5 I T1 1 8 TYPICAL CUL-D - - ESAC 42 FL RAD ~ FL ELEV- 23,24 7 LOCAL STREET - 52 R.O.W. 36 FL-FL i. Y EE HEE T R/w , CURVE TABLE so ~SSIQ, REwS~oNS ArPBG'~EO er: ,•~.Q~~< CURVE LENGTH RADIUS DELTA 30 30 ~ ❑ TANGENT ~ ~ r „ ' , 18 ~ ~ - Cl 18 12 c, 30.83 20.04 88'18 34 19.42 RICARDO R. C,gRCIA, p ~ ~ i ATE t3 ~ ~ , , ~qr 1. r n , H.C.f. 565f7 (EXP: 9-3o-i0) ~ ~o. ~~s~t ~ ; C2 30.83 20.00 88°18 34 19.42 ~ ~ ~~Es ~ ~ C3 31,85 20.00 91°14.29 20.44 MARIAN P. SHAW DATE m,._„ f'.4 Z1 s2~' ~n nn' e'en" nn ~ R.C.E. 32178 (EXP. 12-31- v1• vv Z-%J. vv C7 1 1Y L17 4v. t t I 2% 2% -"u4, RY" v~~y FINISHED SUB-GRADE CHECKED BY. L c~ G5 f , 84.72 1000.00 04'51'14" 42.38 o(y 5 WIDE SIDEWALK LANDSCAPE MGC C6 f » , 86.24 1018.00f 04'51'14" 43.15 BOTH SIDES OF STREET LANDSCAPE No. ~q$987 BELOW FLOW LINE ELEV. - GSC C7 83.19' 982.00' 04'51'14" 41.62' - 5WIDE SIDEWALK FINISHED SUB GRADE x.9.30.90 CURB TO CURB 0.3 A.C. PAVING OVER E BELOW FLOW LINE 3 ELEV. - Ho C8 27.16' 33.00' 47'09'23" 14.40' BOTH SIDES OF STRE T C9 201.08' 42.00' 274°18'46" 38.95' CURB TO CURB 0.3 A. C. a~-HESS! TYPE B CURB AND 0.3' A.C. PAVING OVER TYPE B CURB AND 0. 6' CLASS 2 AGG. BASE OVER APPROVED BY: CIVIL ~P GUTTER PER C.O.B. STD ST-1 ' 0.6, CLA GE S C~ C10 27.16 33.00 47'09'23 14.40' GUTTER PER CITY OF , ,G ~ C11 ' ' ' ' BAKERSFIELD STD ST-1 0.5 COM 0.6' CLASS 2 AGG. BASE OVER ~rf o 0.5' COMPACTED .00 LOCAL 8 I EE I A~ ~+71~1 M\ ~ c0.5 COMPACTED OG GSC OF CALEF A ~~•p~~T SGV (5Z LOC& SOMET SECT" (60! 169.15 368.00 26 20 09 86.10 Il 40' 20' 0 40' 80' No. 25190 C12 160.88 350.00 26°20 09 81.89 2 NO SCALE SHEET 8 C13 152.60 332.00' 26'20'09" 77.67 2 Tl VALUE•5 R-VALUE•20o NO SCALE Exp. 12-31-01 SCALE R ORD DRAWING rlv,~uE•s R VALUE•24f SCALE: 1 40, HOR. CiV C14 32.04' 20.00' 91'47'48" 20.64' SEE ST-9 PACIF)CMAST CIVIL, INC. Sm ST-9 # R VALUE SUBJECT TO SOILS TESTING, CONSIDERED PRELIMINARY OF > F 0 C15 32.04 20, 00 91 *47'48" 20.64 R VALUE SUBJECT TO SOILS TESTING, CONSIDERED PRELIMINARY - SCALE: 1 4 VERT. OF 1F PRELIMINARY 1~=p9.p y 30 41 Agoura R A 913 UNTIL STREETS ARE CLOSE TO FINISHED SUBGRADE CA1- , UNTIL STREETS ARE CLOSE TO FINISHED SUBGRADE Si NATO RV. PAY Agoura Hips, CA 91301 a s I ~ : f ._...w_ _ - _ ~ _ _r_ . . _-l.. _ - - - - - - - - _ _ -s_. _ . _ _ . - - - - - - - - - - - a - _ _ - - I _ _ - - _ - k ~ Z - - - - - - r - - - - - ~ o I _r. _ _ W ~ Q { ~ _ _ _ 4- ~ - -_W - . - - i 'PR P SE' GRO N 'I i__€ 1~' 1N ~ - - - - - ~ 1N PRO C i 735 I o f _.......T.. n ...nn. r~w . w...m .r..~. _ - ~ N DO ~ II~ b ~ ~ rnrco IN I• rig ' I_ N N N ' F- ~ ~ J i ~ I _ - __.r _ _ - . . _ _ ~ - - w LiJ W _ ~ ~ --Q ~ ~JWJ J ~ ~ ~J - _ - 1 ~ w . 730 W ~ a a a I ~ , d o m r 1 - - - - - _ _ ~ _ _ o I '1 1. _ - J 06 - - - o ~ ' 725 ~ .~...w H.w_ _ _ ..~w _ _ _ __..~W - _ _ e.._ ~e _ J i r~~ _ _ __.a~ f _ ~ .a-- - . - . - ~~i I.,~ .o ~ ~ I ffl ~ - - _ _ . _ . ~ _ - _ ~ - - - ~ `~~DO IN G0 D 35 ~ ~ ~ _E rs - - _ _ e s _ _ a.__ _ -~07 N - Q ~';NO ~0 1>~ 0 C ~ - - - - °W W N X00 ~ r 0~ I~ - CV I I (n L41 ~ + J ~ ~ > W +r _ , I- j ~ ~ I ~ - - - - - - i. _ ~ U Q ~ lw ~ ~ J J i W J W J -t 1..1. cm _ ~ ~ 1 Lul ~J ~ ( a ~ 30 ~ i o I V ~ I 2' n s - - O~o- ~ . ~ . CO _ . - - - - ~ - - - i - - - - ~ ! r c - - _ . _ ~ ~ ~ 36 9~ i -1.i49 9 9, .25~ _ _ . _ - - - _ - - - - 25 I ~ 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 ~ _ f ~ ~ CURVE TABLE k~ ➢ FL ELEV= URVE LENGTH RADIUS DELTA TANGENT C ❑ » ~n + C1 31.66 20.00 90'42 35 20.25 y ~ » ~ BCR STA +98.55 (18.00 L) I~ C2 14 4 20.63 32.03 20.00 9 6 2 ~ ~ - S~ k FL ELEV-730.40 C3 30.83 20.00 8818 34 19.42 y o STA. 6+98.75 Q - C4 30.83 20.00 88°18 34 19.42 0 k ~ e ~ ~ » e ~ ~ C5 32.04 20.00 91'47 48 20.64 C6 » o 32.04 20.00 91'47 48 20.64 S ~ o0 i_ C7 7+00 31.78 20.00 9102 46 20.37 y. ~ P i ~ » , C8 31,07 20.00 89°00 21 19.66 sx 1 ~ ~ F 1 C9 32.09 20.00 91'55 58 20.69 ~ • w 5 o c12 C10 30.77 20.00 88°09 46 19.37 S~ ~ 6k0 ~ » 9 C11 260, 25 368.00 40'31 09 135.83 \ ~ 13 _ x ~ _ Ci2 247.52 350.00 40'31 09 129.19 ,n > x, o C13 \ < < 'D PT=7+31.00 234.79 332.00 40 31 09 122.54 \ 0 \ ~ ~F , \ F L~ ~ ~ BCR STA 7+97.96 (18.00 R) ~ ~0 5 _ - FL ELEV-730.40 ~ ~ ~ o• ~ ~ l 0 \ 'd' ~ `'pJ x0 i ~ ~ F ELEV L ~ i I ~ E 0 FL EL s \ ~ ~ 0~• 9• ~ ~ S T +74.C x ECR S A 8 A o ~A FL EL 'S 0 A _ x ~ ECR .os 1 ~ / - ~ 0 p'1 v` ~ FL ELEV-727.50 00 0 >z~ ~ \ T-1 s ECR STA 4+19.00 18.00 R ~ ~ ) ' FL ELEV=728.20 _ m , T-1 BCR STA 3+42.97 18.00 L ( ) \ FL ELEV=728.06 ~ ~ ~ L.P. v I S ~ FL ELEV=728.00 \ ~ 5 BCR 9,. I F ~x ~ ~ FL ELEV=728. 9 ~ ® T] ~ \ s ~ iti \ U 9 i ~ F i.i ~ ~ ~ ~ x . S 1 ~ o ti r~. ~rj ~ 0 F rA . ~ F ~ ~ F o ~ r ~ V1 F i T~~ ~ %i \ l i F F r j i F 0 0~ 1 i ~ ~ o. ~ l ~ F Fi \ Fy~ t'9 ~ / ~ 5 ~ S L~ ~ Cq \ R ISIONS APPR D Y: / \ \ J ~ ~ ~ J 6 l~ ~ F s,'~i 0 ~ r . ~,p ~ s, ~ F y ~ - ( F c~. c9 ~ G s ~ 1 1"1 ~ ~,~x RI ARDO R. GARCIA, DALE ~ , ~ A ~ S~ A (P R.C.E. 66597 (EXP. 9-3D-1D) I ? .s q• '0 9 9 0 6 ~ 9 ~x o (P J/ ~ J MARIAN P. SHAW DAiE ~ ~ R.C.E. 32178 (EXP. 12-31- /1 •n fi.. L~  ; ..PACCFrCCOAST CIVIL, INC. LANDSCAPE CHECKED BY: w tia 2'00% \ ~INLET STA 1+45.81 18.00'R 41 1 \ ) o~ 30141 Agoura Rd., Ste. 200 5' WIDE SIDEWALK FINISHED SUB-GRADE GSC FL ELEV-729.45 ®a ~y Agoura HillsXA 91301 30TH SIDES OF STREET BELOW FLOW LINE ELEV. - 4" A.C. PAVING OVER s 0 TYPE B CURB AND CURB TO CURB APPROVED BY: N ECR STA 1+38.06 18. 'R ~N , 46FSt0 GUTTER PER CITY OF 8" CLASS 2 AGG. BASE OVER o FL ELEV=729.67 IV Mq~F BAKERSFIELD STD ST-1 6" COMPACTED OG GSC 40' 20' 0 40' 80, BCR So' B LOCI. ET SEECMIN 60' R SHEET FL ELEV=730.3 No. C4898? " T1. VALUE=4.5 R VALUE®5 NO SCALE SCALE: 1 = 40 HOR. Dtp. 9-110,10 ~ R~ ORD DRAWING Z SEE ST-9 EE PHASE " _ SCALE. 1 4 VERT. CNtI~~~ 0 * R VALUE SUBJECT TO SOILS TESTING, CONSIDERED PRELIMINARY OF STREET IMPROVEMENT PLANS fQFCAL`Fp UNTIL STREETS ARE CLOSE TO FINISHED SUBGRADE SIGNATVRE DATE HI//~~H ~ I T ELEV 73.3 : ~d ~ r _ HOGH QOl T STA' _ 12+3 .49 N N : P~ S A _ 12+14.36 ' PVI LEW 735.94 W A.. _ -3.33 P Q _ ~ ~ 14:15 ' S0~.00' VC - Q O ' u, M N ~ L3 p cu ao d~ W v Q L~ . OJ ~ + ~ ' , M op 1V7 N r N M~ C], + r ~ .M Q ~ _ _ _ m ~ , _ - 740 ~ c~n d~' _ ~ Q M~ M~.w rry M,M r, ~ ~ 7 W ~sl ~ w ,J Q + PRQP0SE4 G OUNb ' ~ M ~ , ~ ~ ~ ~ ~ Q y ~ w ~ a ' w ~ LL.I o ~ U •U SO 17.1 E'LOWI INS P 061L~ > w , ~ ~ ~ ~ ~ w ' ~ : ~ z~O Q•wJw w w ~ ~w ' EX/STING G OUND ~ w w c~ w w w w c~ w U w a ~ ~ ~ Q~~~ 73~ ~ ~ I- a 735 : ~ ~ ~ ~ ~ 5~m z~Q~ ~ o qo 99 ~ a Q 9, . ---r-~-6~' : 0 ~0~~ ~ E--^ o ~ . r _ . _ r , r___;__.__~ _.___.~_w___,~_.___..._~___.._.~~_.._, . _ U , _ - T _ ~ - a. HIGH.. P01 T ELEV 736 03 , ' HIGH p01 T STA.... 12+3 .30 PVI TA = 12+1- ag ~ .5 w PUI ELEV ~ 736.14 W A. • _ =3.54 1.4.12 c~ : rn N N cD 'i d' ' ~ ~ ~ O M Q ~ Q ~ ' t7? ~ p ~ M + ~ + cp M I'!7' ~ r~ ~ Ifl N w 0 . > ~ 740 ~ ~ ~ ~ IVY ~ M Q ~ . + ~ w ~ ~ ~ ~ J J . 'J ~ m ~ a ~RpPOSEp G~OUNO + M M M w ~ Q~ ~ w NO T'H FI;OWI~IN~ P OFIIE o ~ ' w w ~ ~ w ~ w m ~ ~ ' I Q7 ~ w J ~ ~J J1.+J ~w ' H-W J ~ fwd U' ' xr rr c c~QUNO ~w w d w~. i w t ~ o L 7~5 735 : ~ ~ a ~ o~ o J ~ r~ L!. - , --`r ' o _ 4 5 t I a ' ' 730 , , 7~Q N 14+00 +oo ~ o+oo ~ ~ +oo ~ ~+oo ~ ~+oo ~ 4+00 9 C~N9T~UCTIQN NOl`ES Q ~ w a ~'J LOCAL STREET-60' R.O.W, 36' FL-FL LOCAL STREET-76' R.O.W, 52' FL~FL E EE T l°J UTILITY EASEMENT {20' WIDTH) ~ N i ~4 CONNECT TO EXISTING SANITARY SEWER MAIN I O 5' DETACHED CONCRETE WALK PER ST-3 a ~ ~ I ~9 TYPICAL CUL-DE-SAC - 42" FL PAD ~ ~ II ~7 LOCAL STREET - 52' R.4.W. 36' FL-FL 0' 3 8, 1 7, L~G~ND CURVE T~B~,E I II CURVE ❑ LENGTH RADIUS p~LTA TANGENT ---RIGHT OF WAY „ ~ II z -~-;-LOT LINE d C1 31.72 20.00 90°53 06 20.31 , „ II --°-----~--EASEMENT a ~ c2 31.12 20.00 89 08 29 19.70 TE INT I 0 TIE INTO EXISTING ECR CENTER LINE OF ROAD ~ C3 31.72' 20.00' 90°53'06" 20.31' wp] FL ELEV= FL ELEV=734,04 ~ C4 31.12' 0.00' 89°08'29" 19.0' STA• 28 2 ( {STA. 28+46.68 FL) FLOWLINE C5 47.44 30.00 90'35 42 30.31 BCR „ ECR - Jam- CROSS GUTTER C6 47.79 30.00 91 16 45 30.58 _ FL ELEV 733.48 FL ELEV-733.44 I) I QgpFESS1Q ~a~ gg_ PROPOSED SANITARY w E q,~~ ~y SEWER W/' MANHOLE p ~ ~ T-1 t CR' STA 12 ~3CR' STA 12+43.05 18.00 L) ~~4~ ~v ~ EXISTING 5ANITAPY ~ ' ECR STA 11+54 18.00'l F E EV=73 ( L L BCR STA 10+77.99 18.00 L) o ~T FL ELEV=735.80 ~ yo,C4g981 ~ -S~SEWER W/ MANHOLE ~ O I FL ELEV=734.10 FL ELEV-733.1~~ I ~ .t EXISTING STORM DRAIN a ~ ~ 5 5 STA: 9+76.09 ~Q ~ ~ ~ I ~rfoF~~F°~~ EXISTING STORM MANHOLE ~ ~ W II J IN G1 rK~ ~ ~ g s9 PAN CL INTERSECTION ~-~xX"s_~-==PROPOSED STORM DRAIN a ~ o -r~ j 3+0 PANARAMA DRIVE ~ ate. PROPOSED STORM INLET +00 „ 1 STF ~ ~ 12 ~ ( 10+00 ~ 11+00 +N2611 1 W ~ {STA. 28+80.45) ~ o N26°11 21 W 279.53. - 1 2 ' RACiFiC~OASTCML,iNC. ~ PROPOSED STORM MANHOLE a 13+08.73 C0 PAINT 08.73 90141 Agotua Rd., Ste. 200 z CURB RAMP PER CAL TRANS a PAINT 12" LIMIT LINE USING ~gouraHins~CA 91341 STD. PLAN RSP. A88A, DETAIL B a ~ I THERM( V1 y ~ THERMOPLASTIC PAINT PER 0 II . a CALTRA CALTPANS-STANDARD SPEC. FURNISH AND INSTALL TRAFFIC SIGNS ~ ~ r r,l 8010-' c 8010-21C 19. SEE SHEET 2 FOR SIGN LEGEND ~ o W I • STA• 9+76,27 V1 5 1-1 RECO, V ~ v"~v Y ~ I~ REMOVE EXISTING IMPROVEMENTS p 5 R B R STA '12 B~R STA 'i2+43.62 18.OO'R ~ ~ d ECR STA 11+54.00 (18.00 R) F ELEV=73i B R TA 10+77.99 18.00 R ~ C - ) •o~~ ® SURVEY MONUMENT ~ o F~ ELEV=36.00 ( ) FL ELEV-734.27 D I 1 EIS! FL ELEV=733.15 - SI~NptUR~ ~ktE FURNISH AND INSTALL STREET LIGHT- ~ Q T-1 R• ECR - TIE INTO TIE INTO EXISTING ECR 5800 LUMEN PER C.O.O. STD. ST-14 ~ REVISIONS APPROVED BY: ~ ~ FL ELEV=733.79 BCR FL ELEV FL ELEV=736.38 STREET LIGHT PER MCINTOSH O ~ 9 ~ FL ELEV-733.79 (STA. 2~ (STA. 29+47.71 FL) STREET CONST. PLANS PHASES 1, 2, & 3 ~ Q No.C6951 ~ 6 ~ RICARDO R, GARCIA, P,E. DAIE i END PHASE 2 - - I X , 09 200 R.C.E. 66597 (EXP. 9-30-08) P s Q INSTALL TYPE III CONSTRUCTION R/W 60' RAW ~ ° '9 cIV',~- BARRICAgE, SEE F MARIAN P. $HAw DAi~ OF ~pti1E DETAIL ON SHEET 2 30' 3Q' O R.C.E. 321 )B (EXP. 12-31-D6) ~ 12' 1$' 18' 12' ~ ~ I ~ CL z J 2?~ 2>~ DRAWN BY: Il ,~,~i-,~- U " MGC n FINISHED SUB-GRADE LANDSCAPE CHECKED BY: 5' WIDE SIDEWALK ify 70 G SC BOTH SIDES OF STREET BELOW FLOW LINE ELEV. - TYPE B CURB AND CURB TO CURB 4~' A.C. PAVING OVER APPROVED $Y: GUTTER PER CITY OF 8 CLASS 2 AGG. BASE OVER BAKERSFIELD STD ST-1 6° COMPACTED OG GSA 40 20 0 40 80, STREET IMPROVEMENT PLANS B LAC ET SECTION W R 2 Tl VALUE-4.5 R-VALUE-5 No SCALE SHEET 1 OR SCALE: 1 = 40 HOR. SEE ST-9 SCALE: 1"= 4' VERT. * R VALUE SUBJECT TO SOILS TESTING, CONSIDERED PRELIMINARY OF UNTIL STREETS ARE CLOSE TO FINISHED SUBGRADE I Cv W (n ~ VJ c W : ~ ~ ° 5 5 75.54 75.54' I 7,54' ~ ,,=~0' VC _J 50:0 UC 1 1 ~ Q ~ v ~~Oz rn oa ~ r o ~ ~ ,n ~ ~ 735 o ~ o ~ a~ ao ~a ~o ao I ~ .36 6,~. ZQ N U; h U N n N ~ ~ d r ~ N i ~ ~ r ~ ~ U N ~ ~ ~ r ~ ~ ? ~J 50.00' V II II II m ~ w II II ~ y ~ ~ ~ ~ ~ w y y ' II II it . II : ~ ~ ~ h I) II q N ~..L,f O Q ~ M p M d1 ~ tD ~ k- ~ W fl~ W ~ ~ W ~ w ~ w, w. m m w ~ ~ ~ N Q ~ N M 4 5 ~ 4 A 1'^' 1 T v U ~ U; ~ ~ ~ ~ ~ ao~ ~ Q ~ Z a ~ ~ a a I-~ II ' Il II ~ II II O _ ~ ~ I w' . > Ili 44% Q:bO% _ -0,509a ~ m g ' . '4~ b~ ~0,5 w 0.5 2~ 0.5.9; ~ W~ ~ ~ (~o q.5~, ~ ~ ~ Q 83~ 0~74q q.~9 ^ , q.74x -q.8,39~ 0 O ~ W ~ ~ ~ ~ ~ LiJ ~J Q> f`~' W Uf ~ ~ W Vl J. E-.~, ~ ~ w ~ rn rn ~ a ~ E.., a ,y 725 tai ~ _ _ 0 ~ T y W - - - __T ' - a ~ ~ ~ 725 0 rn 0.38% -0,3$9 _:0.~6~ X0.4096 0 0 W, U ~ ~ r ~W W ~ ~ PROPOSk~ G ~A Fh ' ~ 0 h~ ~ W ~ ~ t! ~ - m r ~ ~ W w C.~ r ~ ~ PROPOSED RADE W ' W ~ ~ W' 1=k , ~ E rSrlN~' GROUND PRrJPOSE GRAgE , CL FL , 715 ter- , Exrsrrrvc ~ or~NQ _ c~ ~ 70 ' 5 I SEE SI-BEET 7 SSE SHEET 6 o ~ G1 =a~ t PCR STA 2+19,02 FL ELEV 723,83 5 . PCR S 1+82.97 / ~ PCR STA 2+04.99 FL EL V 723.99 ~ ,n FL ELEV 728.36 CUL-OE SAC RADIUS POINIT ~ / o~° 1 45.00 - o~ { ~ ° o~ ° ~ ~ , C 9 ~5 PCR STA 1 +80.79 g ~ i S ~h s FI~ ELEV 728.50 0~~` ~ ~ P ~ PCR STA 2+04.99 © Q~~ ti ~ ~9 ~P L HP ~ •5°' ° F LEV 7 ~ ° ~ ~ o~ L E 28 38 o P d ELEV 7 4.34 ~ F, o~ G ~ U ~ ~d k5 ~ ~ o PCR STA 1 +80.79 ~ ~i FL ELEV 728.50 a C STA 1 +69.49 0 .389; F ELEV 724.01 , L ~2 ~I ~ PCR S 1 +59.63 i ~ I F EL V 4. L E 2 05 f h ~ o,so / FL MP / ~ ELEV 7 8.94' / I 2 / ~ ~ ' / i E N L GE p -~-'-RIGHT qF WAY CURB RAMP PER CAL TRANS ---~--~---LOT LINE STD. PLAN RSP. A$$A DETAIL 8 - --~------~-T-EASEMENT FURNISH AND INSTA L TRAFFIC SiG _ -9-- L NS ESSo --CENTER LINE OF ROAD SEE SHEET 2 FQR SIGN LEGEND ' 1 ` PS 5 ~ R. ~ ~FLOWLINE REMOVE EXISTING IMPROVEMENTS 'QP ~ REVISIONS APPRDVED BY: ~ , t~,, CROSS GUTTER ® SURVEY MONUMENT a/ t..[ 191.b9 42.UU 261,21,151- 48.$7 v ilm No. C 66957 * PROPOSED SANITARY RICARDtl R. GARGIA, P.E. DATE SS -<:D- FURNISH AND 0 INSTALL STREET L IGH T O CONNECT TO EXISTING SANITARY SEWER MAIN C3 10.05' 30.00' 19°11'17" 5.07' CHECKED BY: - R,G, E. 66597 (EXP. 9-31-06) KP . 09-30-20 SEWER W1 MANHOLE 5800 LUMEN PER C.O.B. STD. ST-14 g 5' DETACHED CONCRETE WALK PER ST-3 C4 27.16' 33.00' 47'09'23" 14.40' CSC 9 cjv4N T T EXISTING SANITARY ' STREET LIGHT PER MCINTOSII TYPICAL CUL-DE-SAC - 42' FL RAD C5 201.08' 42.00' 274°18'46" 38.95' MARIAN P. SHAW OAIE S R,G,E. 32178 EXP. 12-31-06 ~F CAm!L SEWER W/ MANHOLE STREET CONST. PLANS PHASES 1, 2, & 3 C6 27.16' 33.00' 47°09'23" 14.40' APPROVED BY: EXISTING STORM DRAIN LOCAL STREET - 52' R,O,W, 36' FL-FL C7 27.16' 33.00' 47°09'23" 14.40' GSC 40' 20' 0 40' 80' g SAWCUT AND REMOVE EX. PAVEMENT CS 201.08' 42.00' 274°18'46" 38.95' EXISTING STORM MANHOLE SAWCUT AND REMOVE TEMP. AC PAVEMENT C9 27.16' 33.00' 47°09'23" 14.40' sQ PROPOSED STORM DRAIN SCALE: 1 40 HOR. . CUL-DE-SAC AND AC BERM. SHEET C~0 1015.62' 1762.04' 32°28'21 521.85' 11 R SCALE: 1 " 4' VERT. PROPOSED STORM INLET CONSTRUCT STREET IMPROVEMENTS PER SHEET 5. C11 16488' 350.00° 26'20'09" 81.89' OF ob PROPOSED STORM MANHOLE V I-