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HomeMy WebLinkAbout1.1-6448 Ph 8 Record DrawingA.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO' THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE 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 SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THETA LE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL - A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER .THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LiMITS OF CONSTRUCTION. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE,REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN-PLACE DENSITYF ANY LOT OF ASPHALT 0 L CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967., THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY_ IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WiTH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER_ THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF - TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 ST -11, ST -13, ST -14, ST -19, D-14, D-16, T-1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER 0.50' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. OO TO BE INSTALLED OO EXISTING 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' POST TOP PER DETAIL HEREON. -�- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION "THIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049. 19. DUST CONTROL- CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TiMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. VICINITY MAP LEGEND: UNIT LEGEND (CONT.): A.C. PAVING TONS THE LORDS AVENUE R1-1 W FL ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE �g 'R1-1. -STOP -ONE WAY 'R6-1 "S5-2' - END SCHOOL ZONE CL ANON DRIVE BEGIN VERTICAL CURVE SQFT 'R5-1' - DO NOT ENTER ,. - END El AVENUE H VEST DMVE NNYBANK AVENUE CATCH BASIN -W31(CA)„ 'R26(CA)" - NO PARKING W14-1' - DEAD END "Wi4-2" A U BEGIN CURB RETURN PI POINT OF INTERSECTION 4 laJ ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE D "R4-7' - KEEP RIGHT "Wt1-lw -DOUBLE ARROW BC BEGIN CURVE PCC z'° = JOHNSON ROAD "R81(CA)' - BIKE LANE W1-6 - SINGLE ARROW EC S� LLA m y 'W3-3" - SIGNAL AHEAD "Wl-1" - CURVE ARROW D FiA to Ir - - o AVEN AVENUE OF VERTICAL CURVE FC FINISH CONCRETE 0 AND STORM DRAIN PLAN O U- POINT ON CURVE T.O.M. TOP OF MANHOLE r� LL PA PROPERTY UNE R/W RIGHT-OF-WAY w DRAIN PLAN E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EXISTING CATCH BASIN STOCKDALE HWY EXISTING C/G CURB AND GUTTER yp' Sac., PROJECT SITE VICINITY MAP LEGEND: UNIT LEGEND (CONT.): A.C. PAVING TONS 359 R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: FL ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE 'R1-1. -STOP -ONE WAY 'R6-1 "S5-2' - END SCHOOL ZONE CL CENTERUNE BVC BEGIN VERTICAL CURVE SQFT 'R5-1' - DO NOT ENTER ,. - END El ELEVATION EVC END VERTICAL CURVE CATCH BASIN -W31(CA)„ 'R26(CA)" - NO PARKING W14-1' - DEAD END "Wi4-2" BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 4 'R3 -5R" - RIGHT TURN ONLY - NO OUTLET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE EA. "R4-7' - KEEP RIGHT "Wt1-lw -DOUBLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE SAW CUT "R81(CA)' - BIKE LANE W1-6 - SINGLE ARROW EC END CURVE TC TOP OF CURB 'W3-3" - SIGNAL AHEAD "Wl-1" - CURVE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - o NEW STORM DRAIN LINE - REFER TO SEWER OF VERTICAL CURVE FC FINISH CONCRETE AND STORM DRAIN PLAN P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE r� NEW CATCH BASIN - REFER TO SEWER AND STORM PA PROPERTY UNE R/W RIGHT-OF-WAY DRAIN PLAN E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EXISTING CATCH BASIN EX. EXISTING C/G CURB AND GUTTER Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. - - - EXISTING STORM DRAIN UNE EXISTING SURVEY MONUMENT s EXISTING SEWER LINE --+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. a EXISTING STORM DRAIN MANHOLE # EXISTING STREET NAME SIGN 0 EXISTING SEWER MANHOLE �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. rJ EXISTING SEWER CLEANOUT STANDARD OR APPROVED EQUAL PHASE BOUNDARY -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. J EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS N.T.S. LEGEND (CONT.) CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS 5TH SUBSTANTIAL CONFORMANCE .VEST. TENT. 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I Q O LOT 1 1 LOTI , C I NAI I = 13 5TH//�� ` 6! lit I 1� p 1 2 11 �� , 1V 11� 2 w 5 R 7 R 0 1d Lg # �� � I I C✓Vf ! 25 24L23 22 21 m dr NA -uNit 1 t 1 LOT TRACT 6M8 13 _ _ ' 14 _ 1176 LU IN RI �� 15 18 19 20PREVKXLqLY GRADEDi24 23 22 21 2d t9 t 17 16 15 14 13 i2 Ls CL LOrKEY MAP SCALE: 1"=200'- n DENOTES SHEET NUMBER FOR STREET CROSS VALLEY CANAL <= CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3WINGS PER C.O.B. STD. ST -4. I� �I CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS YJ 111 PER C.O.B. STD. ST -4. �1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 1� FLOWLINE STATION - SEE TABLE PIPE SIZE 8's- UTILITY S=SEWER D=DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN LIST OF MATERIALS ITEM UNIT UNIT 8 A.C. PAVING TONS 359 CL. II AGG. BASE CUYD 367 SUBGRADE PREPARATION CUYD 459 CURB AND GUTTER LF 1610 DRIVEWAYS SQFT 7440 SIDEWALK SQFT 7172 CATCH BASIN EA. 3 HANDICAP RAMPS EA 4 STANDARD STREET NAME SIGNS EA. 2 5800 LUMEN STREET LIGHTS EA. 3 MONUMENT ENCASEMENTS EA. 1 SAW CUT LF 96 LOCAL STREET CL LENGTH LF 1 829 TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. J THE BEARING OF N8929'48"W, AS SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.M. PER RECORD OF SURVEY, R.S. BOOK 17, PAGE 98 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD AND CULIACAN AVENUE ELEVATION = 356.34 PER CITY BENCHMARK BOOK FOR TRACT 4708 INDEX OF SHEETS SHEET TiTLE 1. TITLE SHEET 2- WHITE ALDER AVENUE STA. 19+41.52, C.L. - STA. 21+51.52, C.L. BOTiLEBRUSH DRIVE STA. 12+16.68, C.L. - STA. 13+71.68, C.L. 3. FAWN LILY LANE STA. 11+01.03, C.L. - STA. 15+65.02, C.L. DETAILS & X -SECTIONS. 12" WIDE GROOVED BORDER PLANTER AREA ° PLANTER AREA J°°°° °°°°°° a °co°o°° RETAINING 6" CONC. CURB CURB 6" CONC. CURB HANDICAP RAMP DETAIL "A$$ PER CALTRANS STD. PLANS A88A CASE F N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CIN CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CIN OF BAKERSFIELD HAVE BEEN MET. ENGINEER IS STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECT€ -Q DURING CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-14 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. �_ APPROVED BY: NICOLAS 6 FIDLER PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-J410 DATE 313o111S DATE REVIEWED BY: I- �� t `" 4 �" zee"- zxPs ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: TRAFFIC ENGINEER 6 N ;3'; xp. 6- v ; v .; 0.2-0.3-�G Vfl DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N .-c%j V� W ��11 P 1111111111 111111 =-- _-�_- -. P L - _---. y� ,__. r 7 1 "' <6)-. EX. 8"S ---� --- �- S89'29 E 280.01 X18+ 00 - s .. 1-19+00 s - --20+0 S L 21+0 10 - - - EX 8"S - -� °-° EX. 24"D 4 D - 1 a p 1 - p� i --- 1 �� 5 3 5 EX. .SO"D --- IIm �� I ��. _ __ _ -_ Q0 4j OfO lltr ? 1 2 4 c3 T om II .+, (� it Z II P/L 2 c�� II m tz z �. - Q i� ,�I ��l �p t- .J F- Q r'� -i O F- O w¢ H 1__ Wi w a o / 1 fi 1 o o eL' b w 1 II �` I oa h-1 0 0 '� w o F- F- U , I O O M 1 F-: 4n I F_ Imo- II N u- O O V- cn O Z U ww j �� Ij w ad 06 O° , w `r r oI r� N Q m co wad �I I L+.I 0 � cV d0 O as d O O Cr pf pj n W 'Q "f q 5t [A� o Q u> o 0 o r co } o �� O r O �� JJ 24 QO 11 �I I , I -I,J � •J + Q r- 06 + Q ,A Q a0 OO M ^J Q O C3 �-i-.ij cici ,� 18 18 C3 oto •� rn 0 3 + o+ + Z od F� 3 `r' to z ov+a w O 000 ~w 130' " O' `t t0 �z NM � W � N � > O NI> O Z r F7� I± 1'70 W N N -gam ZCVTh Z I , ' J-1 I JJ N N W > Q� O o c}O O OM Q a0 F Cela: �� CJ 4- Q O_ O'--IJj--+ N aN00 1' -_GQ FOOOI I U 00 U I i3 I CVNj Omin5"i m p Q N Q t --(o Q mCUWww IQ WNtp p Q Q�t2<.;Ufn.-cUOil t W C)d dr- ZaX�O �-�; o� � N Ln .�J �!- NI') �1� ZmX to co UNIT 7 I N ++ -iJ II �I`O �op I ++ »w++ Cerin PCO I Mao C cfl �c�v) 2 v: � m++ C�tn cn�C]O�'W+++I �O UCU Vil d' CA C7f OU C7fO .h CO ad CV CA li O Z 1 �'Cn m Z•-�-- I-aO M �InO-10 WNN4MUx NNN z o_ oio �' N it e-z� ++ ++ v ++``'`' a ad dd �� '- 000 1� (�o� I v F<- c� as 1 rnrn 1 C) C> I Jcn �F- U x F -i- ZWQ F- �'- NN N 0E-1- ZZQf-F-f-I rncn w dC5 I ui vFv) oma N 3 �NQw I c�cncn owgtncncn cn ++ - )I o 1 6 da z wm I I z �� i I �i ;� 8 �w in; 7 6 FQ-•FQ-•OW 5 14 15 cncnzo NN CONEFLOWER DRIVE ��� SEE SEPARATE STREET 13% PLAN (UNIT 10 TR. 6448) WHITE ALDER AVENUE , r� T 10 (STA. 19+41.52, C.L. - STA. 21+51.52, C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 50.00' VERTICAL CURVE F 362 360 358 356 354 352 350 348 34618 360 358 356 354 352 �I 362 EXISTING UNIT 10 360 CENTERLINE BVC BEGIN VERTICAL CURVE ELEV A NEW CATCH BASIN NO. 1 v BCR BEGIN CURB RETURN PI o N ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC E (STING UNIT STA. 21+07.17, C.L. 18.00LT.= END CURVE TC a M PIVC 354 0 d EXISTING CATCH BASIN 1 FINISH CONCRETE P.O.C. 0. 2% STA 21+12.02, F.L. 350 OF EAST E.P. PER 0 � EET PLA d Q NORMAL F.L. ELEV. 349.75 P.O.V.C. �7f 'ct � 22 wI 141 Up �� M wn > W + DEPRESSED F.L.ELEV. 349.58 P.O.V.C. M J w m -@- i I 10 _jCU M M M i + ® (, d' It o o f ( STA. 13+62.02, F.L. 16 ( 11 n 1 i o O 0 >{ �; wI 11 o� 2 9 3 � J 4 dZ II M W Q ' W Q -j J -..1 J o I V7O c6 �o m 0 J I i UNIT �0 J � r Q ou: = Co C3u:lu: �- �� j ^ LZ W) b- Zp� �1 ^� -%J 'J �d' .1JJ ',�-��.��� 'I�i� I Imo- 1 UNIT 7 6 r N QO 3 j �� Q'Nt0 jez NIS QOM ti .tN�N o t0 m(nI�N O N Q N Nry M¢ N y. QQ(/} [C Z DIOI.'.�Q N O 0 O r\ N w M nT1�,A QOOF ^� I m 4 p� ZO p gid+ �X�O°+° O rnrn Q cn 0) 3 + > + o + j d 3 ' m W� J +I W�ao ¢'- z N�nucNo 3++ omx ~� C9 Q Wx + I m �~ N N I N v) o NI M + m ++ W MW +++ &N '� `" �' mU= NNN 13, 12 EX. STORM DRAIN EASEMENT °D �' w :sv QQ dIQ o Q Qi o Q 3wQ►-Q- inL QI w p U 1 Q 'd 1 PER DOC. N0. 0206001$28, �' cC 1 Z i -i wQ F- F N o vxn m Env) 2 ; N �, ; ZV,oa N �'of- ada owm 1 DATED 01/04/2006, O.R. i 1 PORTIO OF CEN, mm V) i� ta. W +JV) 0 N v~i c� cn v> cnv~iccn _ - , F- Z =-- _-�_- -. P L - _---. y� ,__. r 7 1 "' <6)-. EX. 8"S ---� --- �- S89'29 E 280.01 X18+ 00 - s .. 1-19+00 s - --20+0 S L 21+0 10 - - - EX 8"S - -� °-° EX. 24"D 4 D - 1 a p 1 - p� i --- 1 �� 5 3 5 EX. .SO"D --- IIm �� I ��. _ __ _ -_ Q0 4j OfO lltr ? 1 2 4 c3 T om II .+, (� it Z II P/L 2 c�� II m tz z �. - Q i� ,�I ��l �p t- .J F- Q r'� -i O F- O w¢ H 1__ Wi w a o / 1 fi 1 o o eL' b w 1 II �` I oa h-1 0 0 '� w o F- F- U , I O O M 1 F-: 4n I F_ Imo- II N u- O O V- cn O Z U ww j �� Ij w ad 06 O° , w `r r oI r� N Q m co wad �I I L+.I 0 � cV d0 O as d O O Cr pf pj n W 'Q "f q 5t [A� o Q u> o 0 o r co } o �� O r O �� JJ 24 QO 11 �I I , I -I,J � •J + Q r- 06 + Q ,A Q a0 OO M ^J Q O C3 �-i-.ij cici ,� 18 18 C3 oto •� rn 0 3 + o+ + Z od F� 3 `r' to z ov+a w O 000 ~w 130' " O' `t t0 �z NM � W � N � > O NI> O Z r F7� I± 1'70 W N N -gam ZCVTh Z I , ' J-1 I JJ N N W > Q� O o c}O O OM Q a0 F Cela: �� CJ 4- Q O_ O'--IJj--+ N aN00 1' -_GQ FOOOI I U 00 U I i3 I CVNj Omin5"i m p Q N Q t --(o Q mCUWww IQ WNtp p Q Q�t2<.;Ufn.-cUOil t W C)d dr- ZaX�O �-�; o� � N Ln .�J �!- NI') �1� ZmX to co UNIT 7 I N ++ -iJ II �I`O �op I ++ »w++ Cerin PCO I Mao C cfl �c�v) 2 v: � m++ C�tn cn�C]O�'W+++I �O UCU Vil d' CA C7f OU C7fO .h CO ad CV CA li O Z 1 �'Cn m Z•-�-- I-aO M �InO-10 WNN4MUx NNN z o_ oio �' N it e-z� ++ ++ v ++``'`' a ad dd �� '- 000 1� (�o� I v F<- c� as 1 rnrn 1 C) C> I Jcn �F- U x F -i- ZWQ F- �'- NN N 0E-1- ZZQf-F-f-I rncn w dC5 I ui vFv) oma N 3 �NQw I c�cncn owgtncncn cn ++ - )I o 1 6 da z wm I I z �� i I �i ;� 8 �w in; 7 6 FQ-•FQ-•OW 5 14 15 cncnzo NN CONEFLOWER DRIVE ��� SEE SEPARATE STREET 13% PLAN (UNIT 10 TR. 6448) WHITE ALDER AVENUE , r� T 10 (STA. 19+41.52, C.L. - STA. 21+51.52, C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 50.00' VERTICAL CURVE F 362 360 358 356 354 352 350 348 34618 360 358 356 354 352 34618 19 20 21 362 360 358 356 354 352 350 348 22 346 360 358 356 354 & 7 APPRO D 352 L 350 348 346 22 �I 362 EXISTING UNIT 10 360 CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC v BCR BEGIN CURB RETURN PI o N ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC E (STING UNIT 10 M END CURVE TC a M PIVC 354 0 d EXISTING CATCH BASIN 1 FINISH CONCRETE P.O.C. 0. 2% O 350 OF EAST E.P. PER 0 � EET PLA d Q st �7f 'ct � 22 wI 141 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. M wn > W --C>- ui M J w m -@- EXI to- 10 _jCU M M M M M ® (, d' It ,r) M ,ol STA. 13+62.02, F.L. 16 W r O 0 >{ �; wI �M o STA 13+74.88, FL IJ 9 J J t�Q W M W Q W 1 w Co J o Q �■�pI QF- �'t7>I,Jj C1 .mvn w of N CD + 0 W p W 06 O Z� `''m W . W oco W o w N W Z JM �'W m IL o, UW ml a 0 • CN m a+0 a o .4 0 > M ¢v� N O m 0 �i ~� C9 Q Wx - ��0¢ m W + O w ZN �� 0 U M= ��� +IowWI --WI n ta. CD -I O I-jQ � cC m cn x Z Q D N N v~i O> U W cn x + vii o .-- N .� W • pW aD j C CR PORTIO OF CEN, mm V) i� ta. W +JV) 0 N C. O , F- Z N W C.V U mU V t CA o' cti + P RTION 0 WEST F OWLINE 10 APRROVED Q m Mti A j ? c� c~n o a w N owl PO TION OF ST _pnpnoN PER STREET UNIT 1 P APPROVED N 1+ {LU p OPOSED ST FLO NE O 6 MUNE rr- 7 APPR UNITS VED x+ t7 + U ITS 6 1 - _ STR ET PLA ca Z --------- --- ------ ----- --------- --------- ----- =-0.25 0 P D m N F- U NM U ? Nj --- U ;z< M� n =0.25 -- - -------- o W N Z W �m 'I S= =0.59% 44 0----- (n c6 PR rpli • N LJ `n >� -1 Q O NZ d H O Na LLI to STREET PLAN N E OUND (STING GROUND-. S=0-2 1 �11D 0 CENTERN FUND t 1 - 34618 19 20 21 362 360 358 356 354 352 350 348 22 346 360 358 356 354 & 7 APPRO D 352 L 350 348 346 22 362 360 358 356 354 352 350 19 20 21 60.00' VERTICAL CURVE d M J W t\ V) PO}?TION FLOOWLINE S �I 362 EXISTING UNIT 10 360 CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC v BCR BEGIN CURB RETURN PI o N ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC 354 TOP OF PAVEMENT EXISTING CATCH BASIN 352 FINISH CONCRETE P.O.C. 0. 2% O 350 OF EAST E.P. PER 0 � EET PLA d Q st �7f 'ct � 22 d O> 141 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. M EXISTING STREET NAME SIGN > W --C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. M J w m -@- EXI TING UN11 10 _jCU M M M M M ® ^ d' It ,r) M ,ol STA. 13+62.02, F.L. 16 Lu r O 0 >{ �; J �M o STA 13+74.88, FL IJ 9 J J J t�Q W M O O w Co J Q �■�pI QF- �'t7>I,Jj II w of N w W p W 06 O j W Z W W W o V N W Z JM �'W m IL Y 4 0 • co => m a+0 U to N O m 0 mO d ON ~� C9 Q Wx - m+ m W + O w ZN �� 0 U M= ��� --WI n ta. CD -I O I-jQ � cC m cn x Z Q D N N an O> U W cn p C�� Q C~/'7 d N .� W • pW aD j CR PORTIO OF CEN, RLINE i� ta. W +JV) 0 N C. O , F- Z Om Z� ICV O w t CA o' cti + 0 O + PF�R 111 10 APRROVED Q m Mti A j 1 G �W �O SOUTH FLOI&INE-1 _pnpnoN _a O.FNTFRI INF PFR 1+ STREET -1 PLAN O O O S=---- % ED CEN RLINE x+ t7 + U ITS 6 W� - _ 1 ca Z S=-0 24%OPO LOWLINE 1 S STREET 0.59% P D m N F- U NM U ? Nj U >~ U ;z< M� n =0.25 ---- --- - -------- m W N Z W �m 'I [L � (n c6 PR rpli • N LJ `n >� Q O NZ d H O Na LLI to STREET PLAN N E OUND (STING GROUND-. S=0-2 1 - t - t ----- - ---------- ---------- . %y IM ITUNt ------- S=- 25% NIT 4 A S=0.2 S=0.5 S= --- --� cOI EXISTING GROUND S=-0.2 % I STRE T PLAN 1CENTS PER UNIT 10 APPROVE DF UNIT 4 RROVED D EXISTING GROUN 4 E V. 350.4 L 362 360 358 356 354 352 350 19 20 21 60.00' VERTICAL CURVE d M J W t\ V) PO}?TION FLOOWLINE S R1-1 362 EXISTING UNIT 10 360 CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC v BCR BEGIN CURB RETURN PI 358 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC 354 TOP OF PAVEMENT EXISTING CATCH BASIN 352 FINISH CONCRETE P.O.C. 0. 2% --------- 350 OF EAST E.P. PER UNITS � EET PLA d Q st �7f 'ct � 22 d O> 348 34618 ESD R1-1 FL EXISTING UNIT 10 CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC v BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT EXISTING CATCH BASIN OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA � RIGHT-OF-WAY E.P. � STORM DRAIN MANHOLE EX. EXISTING C/G d Q st �7f 'ct @ � d O> 141 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ap O EXISTING STREET NAME SIGN > W --C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. M J w M -@- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER IMt. C.O.B. STD. ST -14. M M M M M ® ^ d' It ,r) M ,ol STA. 13+62.02, F.L. 16 Lu r O 0 >{ �; J �M o STA 13+74.88, FL IJ 9 J J J t�Q W M O w Co J Q �■�pI QF- �'t7>I,Jj II M ra w W p W 06 O j W M 3 JQ W W W - V N W Z JM �'W m IL WO W� W C.9U co => m a+0 to N O ri Of Z mO d ON ~� C9 Q Wx - W + O w ZN �� 0 U M= ��� --WI n ta. CD -I O m � cC m cn x Z Q a0 c0 O an O> U W cn p C�� Q C~/'7 d N .� W • pW aD j CR Q' t 17 i� ta. W +JV) W C. O , F- Z Om Z� ICV O a0 + t CA + cti + 0 O + a0 r. Q m Mti A j 1 G �W �O SOUTH FLOI&INE-1 O .� N OU 1+ O O O S=---- % x+ t7 + i.. W� ca Z < c > Lj 4 wm LOWLINE 1 --- ------- NZo P NOR D m N F- U NM U ? Nj U >~ U ;z< M� n =0.25 ---- --- - -------- m W N Z W �m I F- c6 N [L � (n c6 PR rpli • N LJ `n >� Q O NZ d H O Na LLI to STREET PLAN N S=424% S=0-2 1 - t - ---- - ----- - ---------- ---------- . =-0.25 1 co ------- S=- 25% NIT 4 A S=0.2 S=0.5 S= --- --� cOI EXISTING GROUND S=-0.2 % ER UNIT STRE T PLAN 1CENTS PER UNIT 10 APPROVE PER UNIT 4 RROVED EXISTING GROUN 4 E V. 350.4 L STK ET PLAN EXISTING �� UTTER ET PLAN 1 2 A`ELEV. 35 ELEV. 3 50.33 D,t 1 348 34618 ESD R1-1 FL ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT EXISTING CATCH BASIN OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S,D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT O -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -- EXISTING STREET NAME SIGN > W --C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. M J w STANDARD OR APPROVED EQUAL -@- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER IM OG . w C.O.B. STD. ST -14. > W -cam- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 19 20 21 LEGEND (CONT.: R1-1 FURNISH & INSTALL TRAF IC SIGNS PER C.O.B. STD. T-19: -�- "R1-1" - STOP "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE TING UNI "R5-1" - DO NOT ENTER "W14-1* " -END NOO'55'21 "E "R26(CA)" - NO PARKING }W14-1� -DEAD END 0' "R3 -5R" - RIGHT TURN ONLY - NO OUTLET CD "Wl'-2 "R4-7" - KEEP RIGHT -7" - DOUBLE ARROW n CD „WI "RB1(CA)- - BIKE LANE WI -6" - SINGLE ARROW L4 "W3-3" -SIGNAL AHEAD "WI -1" - CURVE ARROW -- fl NEW STORM DRAIN UNE - REFER TO SEWER c0c, AND STORM DRAIN PLAN vFFs NEW CATCH BASIN - REFER TO SEWER AND STORM 7 DRAIN PLAN STA. 20+24.90, F.L. EXISTING CATCH BASIN D EXISTING STORM DRAIN UNE - - - s EXISTING SEWER UNE M EXISTING STORM DRAIN MANHOLE UNIT BOUNDARY EXISTING SEWER MANHOLE a EXISTING SEWER CLEANOUT -" - - - - PHASE BOUNDARY 0 F LaU V) Imo' oa w ma o m -/J ci cc3 o10 00 O C4 N V) cn �m LEGEND (CONT.): CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ~- PER C.O.B. STD. ST -4. I^ ^I CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS (If N PER C.O.B. STD. ST -4. O1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE in FLOWLINE STATION - SEE TABLE /--" PIPE SIZE 8"S- UTILITY S=SEWER D=DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 or UUNITi 7 z 1 EX. STORM Q� IN EASEMENTO m o PER DOC. NO. 0206001828, - w DATED 01/04/2006, O.R. ------'� EX. 18°D 11+ 00 -- = UNIT 7 SEE SEPARATE STREET PLAN (UNIT 7 TR. 6448) 17 TAHAMA WAY SEE SEPARATE STREET PLAN II (UNIT 4 TR. 6448) 1 1 I II I I 18' 18' 1 11 UNIT 4 130' 3(D ON I I OI I I I // 11 I 'In 1 01 1 " 6 I b 00 1115j 1 I I o _ J L12-,, J L - C -- \-�- -- 4+0 X 18„D �-15+ �- co O wo 7 19 0c m O fp j'� i Z UU UNIT `7r ¢� • aov, OQ � a- -� ,,,; ^O Q i. L t6 t _ _ Oho -m C0 - - - zirC, m 5R o -1-I ++ OMW ++ W NO -- --- OU NN ULA I cn m�� �� d0 14 mCD << oo ��� zza�� 20 i z Qa g Z W'� F -h- U Otn X x ui NO OLuM um �-�- oma cnN Coco En N� w W G ��� � z �� FAWN SEE SHEET 3 NE BOTTLEBRUSH DRIVE (STA. 12+16.68, C.L. - STA. 13+71.68, C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 11 12 13 14 362 360 358 356 354 352 350 348 153 LINE TABLE DELTA _ LINE EXI TING UNI 'a NOO'55'21 "E 101.03' 0' S89'29'48"E CD L3 n CD 210.01' L4 S89'29'48"E r- ,dN c0 OZ tD O M c0c, 0 EXISTING UNI 7 STA. 20+11.16, 15.ODRT. STA. 20+24.90, F.L. Ito � 0r U - cn cn M Ln_ tn M ''� UNIT BOUNDARY Ln Loi 71 M STA. 12+18.45, 18.00RT. W > M P.R.C. STA. 12+25.59, 15.00RT. STA. 12+28.11, F.L. 0 O STA. 12+3274, 12.00RT. STA. 12+36.06, F.L. 10 > w = l j �Upf > W W w>; W W Q M J w M >,: J w STA. 13+30.06, RL ` IM OG . w C%i NO > W �I'qo LF) M M F- ® ^ L� It 55 B.C. STA. 13+60.40, 18.00LT. STA. 13+62.02, F.L. 16 Lu r O d • 0 >{ �; O �M o STA 13+74.88, FL O 9 �' 1a>i��.Ii J �. w o W t�Q w p M }w oF4 m¢ =WO`+ Q �■�pI QF- �'t7>I,Jj II ra W W p W 06 O _ M 3 JQ N w V N �'-w w M '+ co => m a+0 to N O ri Of Z mO d ON ~� C9 Q Wx - !2 + O w ZN �� 0 U M= ��� --WI n ta. CD -I O m tD + M cC m ^ M mw Z x Z O ri W p c0 U) U W cn p C�� Q C~/'7 Q' t 17 i� ta. W +JV) , F- Z Q V F- C7 W a0 + Z W �- V) 0 O F- U) CO Z_QU `,moi- PRO130SED SOUTH FLOI&INE-1 O .� N op __P1 POSED -SOUTH W S=---- % W� PORTION 0 NORTH LOWLINE 1 --- ------- NZo P NOR D m m S=-1.01 af ,¢- w n =0.25 ---- --- - -------- --------- - S - 0.25% - I PR rpli OSED INV " `n M - - STREET PLAN S=424% S=0-2 - - - --------- ---------- --------- --------- ------- S=- 25% NIT 4 A S=0.2 1 N c0 EXISTING GROUND S=-0.2 % ER UNIT STRE T PLAN 1CENTS LINE 1;1 PORTION I PER UNIT 4 RROVED EXISTING GROUN 4 E V. 350.4 L 12' VIDE EXISTING STREE UTTER ET PLAN 1 2 A`ELEV. 35 ELEV. 3 50.33 1 CEN RUNE D1 tp CROSS 1 2 �� PORTION 0 NORTH F OWLINER UNIT D z A PROVED TREET AN 11 12 13 14 362 360 358 356 354 352 350 348 153 11 12 13 14 362 360 358 356 354 352 350 348 15346 LINE TABLE DELTA _ LINE EXI TING UNI 7 0 NOO'55'21 "E 101.03' 0' S89'29'48"E W L3 NOO'55'21"E 210.01' L4 S89'29'48"E r- ,dN c0 OZ tD O M c0c, 0 ifl 4 P.R.C. STA. 20+11.16, 15.ODRT. STA. 20+24.90, F.L. QJ IV UNIT BOUNDARY STA. 21+51.52, C.L. - BOTTLEBRUSH DRIVE M Ln_ tn M ''� UNIT BOUNDARY Ln Loi 71 M STA. 12+18.45, 18.00RT. W > M P.R.C. STA. 12+25.59, 15.00RT. STA. 12+28.11, F.L. O STA. 12+3274, 12.00RT. STA. 12+36.06, F.L. 10 > w = l j �Upf > W W w>; W W Q M J w M >,: J w STA. 13+30.06, RL > i j IM OG . w J > W �I'qo E.C. Lo STA. 13+45.96, F.L. ® UNIT BOUNDARY STA. 13+71.68, C.L. - 55 B.C. STA. 13+60.40, 18.00LT. STA. 13+62.02, F.L. 16 Lu r O d • W O W STA 13+74.88, FL O CEJ �O N y O }w oF4 m¢ =WO`+ +M> ra V N �'-w w M '+ co => m a+0 iui ~� C9 Q N !2 + O w oWI+ m01` -Cc m + QI�W yco to I F4- U) U W cn p C�� Q C~/'7 Ick a Z Q IQ- V) 0 O F- U) CO PRO130SED SOUTH FLOI&INE-1 O .� N op __P1 POSED -SOUTH W S=---- % S= ------ --------- --------- --- ----------- -S= ------ --- ------- --------- ------ S=-1.01 0.51% =0.25 ---- --- - -------- --------- - S - 0.25% - I PR rpli OSED INV " `n - - _ 61 % S=424% S=0-2 - - - - - - - - ORTION PER NIT 4 A RROVED 1 N c0 EXISTING GROUND ER UNIT STRE T PLAN 1CENTS LINE 1;1 PORTION I PER UNIT 4 RROVED 4 E V. 350.4 L 3 T-) ELEV. 350.38 STREE STR ET PLAN 1 2 A`ELEV. 35 ELEV. 3 50.33 D1 .39 1 2 �� 11 12 13 14 362 360 358 356 354 352 350 348 15346 364 362 360 358 356 354 352 350 348 11 12 3/4 A ELEV. 350.29 1 1/4 A ELEV. 350.28 14 153 46 CONSTRUC110N NOTES: NOTES: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.G. OVER CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE O3 EXISTING CURB &GUTTER AND SIDEWALK CONSTRUCTED WITH UNIT 10. DENSITY PER C.O.B. STD. ST -9. 4O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT PHASE BOUNDARY OF PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SEWER CLEANOUT TO FINISHED GRADE. ©REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O7 TYPICAL POP -OUT - SEE DETAIL ON SHEET 3. �8 TYPICAL CORNER - SEE DETAIL ON SHEET 3. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 9 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. LINE TABLE DELTA _ LINE EXISTINC UNIT 7 L1 NOO'55'21 "E 101.03' L2 S89'29'48"E 280.01' L3 NOO'55'21"E 210.01' L4 S89'29'48"E r- ,dN c0 OZ tD O M c0c, 0 ifl 4 P.R.C. STA. 20+11.16, 15.ODRT. STA. 20+24.90, F.L. 5Q UNIT BOUNDARY STA. 21+51.52, C.L. - BOTTLEBRUSH DRIVE M Ln_ tn M ''� UNIT BOUNDARY Ln Loi 71 M STA. 12+18.45, 18.00RT. STA. 12+20.16, F.L. M P.R.C. STA. 12+25.59, 15.00RT. STA. 12+28.11, F.L. E.C. STA. 12+3274, 12.00RT. STA. 12+36.06, F.L. 10 > w = l j �Upf > W W w>; W W Q M J w M >,: J w STA. 13+30.06, RL > i j IM OG . w STA. 13+33.88, 15.00RT. > W 03 E.C. STA. 13+41,02, 18.00RT. STA. 13+45.96, F.L. ® UNIT BOUNDARY STA. 13+71.68, C.L. - 55 B.C. STA. 13+60.40, 18.00LT. STA. 13+62.02, F.L. 16 ZX�IW r O d • (J O O STA 13+74.88, FL O CEJ �O N y O =WO`+ ra mC=.JZI-- N N N M '+ co => m a+0 ~� C9 Q N !2 + O w � < W ~ C6 0-v?41 Ln Q w(n F4- U) U W cn p C�� Q C~/'7 Ick a Ld V) PRO130SED SOUTH FLOI&INE-1 op __P1 POSED -SOUTH S=---- % S= ------ --------- --------- --- ----------- -S= ------ --- ------- --------- ------ S=-1.01 0.51% =0.25 ---- --- - -------- --------- - S - 0.25% - ill F- CC - - = 61 % ORTION OF SOU FLOWLINElAt 1 ER UNIT 7 APPROVED PORTION I OF SOUTH T 4 AP--__ FLO INE 4 E V. 350.4 3 T-) ELEV. 350.38 STREE PLAN 1 2 A`ELEV. 35 ELEV. 3 50.33 .39 1 2 364 362 360 358 356 354 352 350 348 11 12 3/4 A ELEV. 350.29 1 1/4 A ELEV. 350.28 14 153 46 CONSTRUC110N NOTES: NOTES: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.G. OVER CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE O3 EXISTING CURB &GUTTER AND SIDEWALK CONSTRUCTED WITH UNIT 10. DENSITY PER C.O.B. STD. ST -9. 4O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT PHASE BOUNDARY OF PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SEWER CLEANOUT TO FINISHED GRADE. ©REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O7 TYPICAL POP -OUT - SEE DETAIL ON SHEET 3. �8 TYPICAL CORNER - SEE DETAIL ON SHEET 3. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 9 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CURVE TABLE LINE TABLE DELTA _ LINE BEARING LENGTH L1 NOO'55'21 "E 101.03' L2 S89'29'48"E 280.01' L3 NOO'55'21"E 210.01' L4 S89'29'48"E 155.00' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 10.x' 7.95' 4.20' 45'3423" 2 25.00' 39.45' 25.18' 90'25'09" 3 25.00' 39.09' 24.82' 8934'51" )IA. DIG AT ERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION WHITE ALDER AVENUE �1 P.R.C. STA. 19+81.88, 15.00RT. STA. 19+94.00, F.L. 20 E.C. STA. 19+89.02, 12.00RT. STA. 20+01.95, F.L. 3� B.C. STA. 20+04.02, 12.00RT. STA. 20+16.95, F.L. 4 P.R.C. STA. 20+11.16, 15.ODRT. STA. 20+24.90, F.L. 5Q UNIT BOUNDARY STA. 21+51.52, C.L. - BOTTLEBRUSH DRIVE ® UNIT BOUNDARY STA. 12+16.68, C.L - 71 B.C. STA. 12+18.45, 18.00RT. STA. 12+20.16, F.L. ® P.R.C. STA. 12+25.59, 15.00RT. STA. 12+28.11, F.L. E.C. STA. 12+3274, 12.00RT. STA. 12+36.06, F.L. 10 B.C.R. STA. 12+42.74, 12.00RT. STA. 12+46.06, RL 11 B.C. STA. 13+26.74, 12.00RT. STA. 13+30.06, RL 02 P.R.C. STA. 13+33.88, 15.00RT. STA. 13+38.01, F.L 03 E.C. STA. 13+41,02, 18.00RT. STA. 13+45.96, F.L. ® UNIT BOUNDARY STA. 13+71.68, C.L. - 55 B.C. STA. 13+60.40, 18.00LT. STA. 13+62.02, F.L. 16 P.R.C. STA. 13+67.54, 15.00LT. STA. 13+69.97, RL 1[7 UNIT BOUNDARY STA. 13+71.68, 12.46LT. STA 13+74.88, FL )IA. DIG AT ERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 111111111 LlEX. 1$"D 13+00 L2 10 _ -�__ p 1 D 2 -� 17 EX_8"S 1p �� roe 10 EX. 8"S 1 1 -I EX. 18"D 14 00-�-s EX. 8°S 15 o+�0-s 28 II � INTERSECTION_ 11 12 13 14 915 16 1718 3 3 t0 STA. 15+65.02, C.L. FAWN LILY LANE= 3 II Tn STA. 12+80.01, C.L. BOTTLE BRUSH DRIVE J - ( w Na ��I 11 3 Il �� - PA d w w J W co '' L� L�.-- --- z' o o b `� La co 1 1 �` o c"If o �` °� 1 o O a' LJi ¢ M -' a°'o J it 9 0 0 o I o �f <r crit d o O m N 1ao 1 LA: I L� 0 0 1 I I I I �I� wW ao ± r + r o o r co ,ten' 1 ad m N 1 a add +aoo oS rn tM a; aoo I o; c� o I II i-¢ Q r� ¢ ± ¢ �_ + r¢ co + a - _j_j + M no + ao + m m (�q)w, i 8' . 8' J J J J ~ ---� -'j }i `- ?� ap 'y N O M M r >- �� w H w + + JJ 'o ai + r z J Uw+ ¢ � ¢ d ¢ o ¢ 1fi J J I I 18 C5L,: (12 \U CJ ¢ N W Il) 0) J J 3D' 3D' - -� - - cn 26 F 1 25 >_, o .24Q 23 _ - - Q Y�„� QW �,w d �Q w Q� w_ + �� �� i I I NN vif QEF-- 00 O O N D (!I O 'J-cO � I .O � f- I f- > > h- > H > d rT t1 j i 'x f ¢ 1 � o cn o m o ¢ to o w C4 IN Icn tn) cD = oo Tri I' p CONEFLOWER DRIVE ^" M q mN �N F- I-- + 1= N oc �, � 1 � a O d f o O N M M r �' N m m++ cn BOTTLEBRUSH DRIVE ���� MM c0 co Z�X 00 C -M Vl C� to t N rim ¢ ( D ¢ ++ ++ W++ ++ �d �"�rn C31 toc <n c N C�� OO NM SEE SEPARATE STREET Oo 00 m o= N N + + + + SEE SHEET 2 PLAN (UNIT 10 1T2. 6448) z� N'- w 22 ¢ d d� 21 20 "' " m `!' ¢¢ ¢¢ -CDF- ¢¢ 1 � i -r- \ � j �j U �F- U F -F- Z w ¢ r -F-- �� 1 v ¢ Q ( c i r¢- 1 0 ¢ c� to to - �t U U U lJ w cn cn �, i cn cn o m a vxn I 1 m c~i� c~i� 1 w cn cn z F- I I I U I- a v I- I- I 1 I I w in 1 I 1 0; cn cn m to to 358 356 354 352 350 348 346 358 356 354 352 350 348 346 358 356 354 352 350 348 346 NEW CATCH BASIN NO. 5 FAWN LILY LANE STA. 13+43.24, C.L. 18.00RT.= STA. 13+48.09, F.L NORMAL F.L. ELEV. 348.95 P.O.V.C. (STA. 11+01.03, C.L. - STA. 15+65.02, C.L.) DEPRESSED F.L. ELEV. 348.78 RO.V.C. R/W 4.5 7. ' 5' (PRIVATE STREET) LANDSCAPE SCALE: 1 = 50 HORIZONTAL J AREA 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED � d- 50.00' VERTICAL CURVE U •j UO 0 I°0 I1�2 I- In le I- T I dao �m N n N Cn 4L to II� In M O O t>. Rl-1 M > > ' W POINT ON VERTICAL CURVE CE NEW CATCH BASIN NO. 4. CENTERLINE BVC BEGIN VERTICAL CURVE M M END VERTICAL CURVE M cl M -4- M M Cora- 06 M ou e'd.7 Lit M END CURVE TC d STA. 13+43.24, C.L. 18.00LT.= > � w n 1f'f rd'1 M W J -yF'� W W w of J J w w cn I J ~ 'J w L,: EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. j M STA. 13+48.08, F.L. rn j @ j d > _M> Q(>� W d W t� w '- CD-- J W W -� W - FURNISH & INSTALL STREET UGHT-9500 LUMEN PER > Ld NORMAL F.L. ELEV. 348.98 POVC (- r- J W w J ({ ,+j O L, PHASE BOUNDARY STA. 12+65.96, F.L. tfi P.R.C. a0 J W - 1�7 CONEFLOWER DRIVE 11 J L,_, I -, W J w Z z'I DEPRESSED F.L. ELEV. 348.81 POVC I a ( Z + J00 LC) O d BOTTLEBRUSH DRIVE 1.100 SEE SEPARATE STREET II �,- I I I Ii F i II J o 1 ao N tt1 SEE SEPARATE APPROVED I��.�, t N O PLAN UNIT 10 TR. 6448 ) 0 � 1 O O i 1 ,° t �, a. 1 J C) wQ 1UNI m 1 t II �� , STREET PLAN (UNIT 7) V m II I I N \,,, o n o of O O I tri d 00 Of 13 8 H o M J o o I II 3 EXISTING PAVEMENT, O d d + + 11 ' cd 12 Z J �- �.,� ( (3 O 15 o O CN ao CURB &GUTTER AND f/�(�-� .,. I I I Uli OU' -�J �_I -j -J J J J ._I QU -� J-1 Q -m + -� w + - •- I it I -d I SIDEWALK LlJ ,r I 3 U t i� r c� L� 1 c, w1 1 1 0 LL -j w 1 w J J LSI �� Uw `` o- w o d I Cj 1.,: o -o- J w J I� Li 1-! ' J_j JJ rn ( I N O `- I mo I I „� r`r`f OfAZ w� o `o c "' '30 � W "' "' "' - N 1`0 °° °° Z� o <r to 1 1 4 U tri M 0 ULi } _ I m I. i$ ao 20 M �_.:.. corn W MM omc i oco - `-� Z y r' Q d CONSTRUCT r r o N �� M O N CoN 00 ¢ ¢ c1i� r-cfl r Ni `- d 00 Q �nM M moi p O ao ,� ao r i 00 ao �-i m olli ct d I z 'I 0' 3 U U ,Q- L5 O) h � � c,�l o ++ Z »w �+ Q�1 + ,�, + + NEW AC w + +� + �,°�'� °+° otr� ¢ N w rr+i + w r `n `n = ¢ `� c^o w a ' ao +�' > '' - ^N U I-- UNIT BOUNDARY Cj 6' z I z �� N m U= =� zc' cr > = I PAVING PER > > � + + N oo w + I NN -I r+ilh > � z M �1 m M M + wo �" w > M Co + > U 3 m o o ++ N M ++ ;;_ :- WEST FL WLINE m to ¢d d o ¢ al PER NOTE 2 o Q Q o Q •- - -� o ¢ 33 a' Id+ j d+ 1.- > - u� n Inn a S=- 18' 1 w t~nv~i z w Q m vrcn cn c� cn P/L cn f- F-1 r- Q ¢ �t o ¢ c� to to c to c i to v i w cn )-1 ¢ ¢ Wz N n ¢ c� cn r- 1 0 t< o - - - a q 5 9 S INTERSECTION 2 3 11 S o CIDS= m to -o. �- r- IQ-� c� c m cn N L.i cncn _ c`-i� N N 2 �' to d ¢ cj c to F- F- m U) m ' �- � 1 18' I - =• 0 N OOd { PROPOS D EAST f LOWLINE d Ln ;--.I' co 16 STA. 10+00.00, C.L. FAWN LILY LANE= II 1 2 3 It S 10 �..j M STA. 12+80.01, C.L. CONEFLOWER DRIVE ��� > -=-= L' WLINE �� 4 5 6 7_ E 8 --- -- - 1 36 w O °° In00 ,>, w -1 SEE S PARATE PLANS --------- 9 ]p LlEX. 1$"D 13+00 L2 10 _ -�__ p 1 D 2 -� 17 EX_8"S 1p �� roe 10 EX. 8"S 1 1 -I EX. 18"D 14 00-�-s EX. 8°S 15 o+�0-s 28 II � INTERSECTION_ 11 12 13 14 915 16 1718 3 3 t0 STA. 15+65.02, C.L. FAWN LILY LANE= 3 II Tn STA. 12+80.01, C.L. BOTTLE BRUSH DRIVE J - ( w Na ��I 11 3 Il �� - PA d w w J W co '' L� L�.-- --- z' o o b `� La co 1 1 �` o c"If o �` °� 1 o O a' LJi ¢ M -' a°'o J it 9 0 0 o I o �f <r crit d o O m N 1ao 1 LA: I L� 0 0 1 I I I I �I� wW ao ± r + r o o r co ,ten' 1 ad m N 1 a add +aoo oS rn tM a; aoo I o; c� o I II i-¢ Q r� ¢ ± ¢ �_ + r¢ co + a - _j_j + M no + ao + m m (�q)w, i 8' . 8' J J J J ~ ---� -'j }i `- ?� ap 'y N O M M r >- �� w H w + + JJ 'o ai + r z J Uw+ ¢ � ¢ d ¢ o ¢ 1fi J J I I 18 C5L,: (12 \U CJ ¢ N W Il) 0) J J 3D' 3D' - -� - - cn 26 F 1 25 >_, o .24Q 23 _ - - Q Y�„� QW �,w d �Q w Q� w_ + �� �� i I I NN vif QEF-- 00 O O N D (!I O 'J-cO � I .O � f- I f- > > h- > H > d rT t1 j i 'x f ¢ 1 � o cn o m o ¢ to o w C4 IN Icn tn) cD = oo Tri I' p CONEFLOWER DRIVE ^" M q mN �N F- I-- + 1= N oc �, � 1 � a O d f o O N M M r �' N m m++ cn BOTTLEBRUSH DRIVE ���� MM c0 co Z�X 00 C -M Vl C� to t N rim ¢ ( D ¢ ++ ++ W++ ++ �d �"�rn C31 toc <n c N C�� OO NM SEE SEPARATE STREET Oo 00 m o= N N + + + + SEE SHEET 2 PLAN (UNIT 10 1T2. 6448) z� N'- w 22 ¢ d d� 21 20 "' " m `!' ¢¢ ¢¢ -CDF- ¢¢ 1 � i -r- \ � j �j U �F- U F -F- Z w ¢ r -F-- �� 1 v ¢ Q ( c i r¢- 1 0 ¢ c� to to - �t U U U lJ w cn cn �, i cn cn o m a vxn I 1 m c~i� c~i� 1 w cn cn z F- I I I U I- a v I- I- I 1 I I w in 1 I 1 0; cn cn m to to 358 356 354 352 350 348 346 358 356 354 352 350 348 346 358 356 354 352 350 348 346 NEW CATCH BASIN NO. 5 FAWN LILY LANE STA. 13+43.24, C.L. 18.00RT.= STA. 13+48.09, F.L NORMAL F.L. ELEV. 348.95 P.O.V.C. (STA. 11+01.03, C.L. - STA. 15+65.02, C.L.) DEPRESSED F.L. ELEV. 348.78 RO.V.C. R/W 4.5 7. ' 5' (PRIVATE STREET) LANDSCAPE SCALE: 1 = 50 HORIZONTAL J AREA 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED � d- 50.00' VERTICAL CURVE U •j UO 0 I°0 I1�2 I- In le I- T I dao �m N n N Cn 4L to II� In M O O t>. Rl-1 M > > ' W POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE M M END VERTICAL CURVE M cl M -4- M M Cora- 06 M ou e'd.7 Lit M END CURVE TC d > uj > � w n 1f'f rd'1 M W J -yF'� W W w of J J w w cn I J ~ 'J w L,: EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. j M j rn j @ j d > _M> Q(>� W d W t� w '- CD-- J W W -� W - FURNISH & INSTALL STREET UGHT-9500 LUMEN PER > Ld I (- r- J W w J ({ ,+j O L, PHASE BOUNDARY STA. 12+65.96, F.L. tfi P.R.C. a0 J W - 1�7 J W STA. 15+11.30, 15.00RT. J L,_, 18 -, W J w Z z'I J W �+-� m J a0 W d M J Z _j J00 LC) O d w 1.100 �,- W J 01 J W N ao N tt1 ^ O N O d W J Lj d ¢ O O _ W ZOO o+ 1:6 + m rn in m Wd O O n W} r- n o M Li O�r7 j O d d + + Q Q 0 j (3 O O Z W 5 NO I a-Ld Le) PI) � a0 O O M m L.� �� + -� w + - •- In - K U 01 N Ili J cn Q + nj If) w N N O N O `- M MQW i w Q .--- m Z �'- U < U U �N- M W '"2 CJ U U O' .�U M Q mU M J U+ Z H + M c� cnc~¢n U r UU j U U ,Q- L5 fr mN FQ-- N wCn F-- m CJ w _ to F_ -O Q 59% Cj U I-- CU Cj Cj j U ow - �o j OSED CENTERLINE U 2¢ t.i U H U m Z3 m (N PROPOSED WEST FL WLINE m to I¢- ° cn ``' °' N ``' U' °' �' z o ° `n ° `'' - - - - - j Q <..) Q �' > ¢ S=- - - m tl Lj V) m to - - - - - S S .O1 TE PLA S o CIDS= m to -o. ---Q _ _ __ - - - - - - - - =• 0 N OOd { PROPOS D EAST f LOWLINE d ;--.I' co EXIST It S 10 �..j M W > EXIST. WEST FL L' WLINE �� 0CENTERLI E w w ,>, w -1 SEE S PARATE PLANS --------- S= '�'uj w M rn ao ' co P OPOSEO AST FLOrpnimn INE a o M 10 �I NIM 11 12 13 14 15 50.00' VERTICAL CURVE Lo 110 0 to Oo to 10 11 O Rl-1 M j W CA W ILO POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE M ELEVATION EVC END VERTICAL CURVE BCR M POINT OF INTERSECTION -4- END CURB RETURN PRC a0 BC M POINT OF COMPOUND CURVATURE M END CURVE TC d cl� POINT OF INTERSECTION TP O n n FINISH CONCRETE M O) J Qj cn cn I J ~ 'J w L,: EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G M M rn j J @ > J J W W d W t� w '- CD-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SECTION LETTER W C-?- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER Q W I+•I J L''i J W O to M SHEET WHERE SEC11ON IS SHOWN PHASE BOUNDARY STA. 12+65.96, F.L. tfi P.R.C. a0 j 1�7 P.R.C. STA. 15+11.30, 15.00RT. STA. 15+16.96, F.L. 18 W STA. 15+18.44, 12.00RT. W J Z _j J00 w W J 01 J W N �1111� N ¢ ltd co ^ U N O a- O O ¢ O O _ W ZOO O Q Z C:) OO W m rn 0 Wd O O n W} N to O to mcn Z Of x' N O O d d O) � Q Q 0 j Lia OM In I a-Ld N PI) W tLo o O m + + O O O O + U m - '4- In CIO^ 01 N Ili J cn Q I� J nj If) w lL) `- �+ FW- O LAJ a O `- U Q i w Q .--- m Z �'- �N- M W '"2 CJ M U M J U+ Z H + M c� cnc~¢n U r 2 U U ,Q- L5 fr H Z W Q CJ S = 0 59% Cj ¢ Cj U PRO OSED CENTERLINE U 2¢ t.i U H U m lal In CU EXIST.CENTERLINE Q Lj ¢ U - - - - - - - j Q <..) Q �' > ¢ U - - m tl Lj V) m to - - - - - S E SEPAR TE PLA S co 11 N Lu m to C cn Z ti _ _ __ - - - - - - - UNI 10 PROPOS D EAST f LOWLINE It S 10 CENIERLI E rn d--- --- - -- -- --------- S= S=O. 8% N M 10 11 12 13 14 CAL v vo j� O C� CN M M ap _ _ r- cn O01 T O) I I O) I (n 171 ao to 00 I m O 15 M lin2 O0N C to o to In I O j-^ Rl-1 j j W CA W ILO POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE M ELEVATION EVC END VERTICAL CURVE BCR M POINT OF INTERSECTION M END CURB RETURN PRC a0 BC M POINT OF COMPOUND CURVATURE M END CURVE TC d cl� POINT OF INTERSECTION TP O n n FINISH CONCRETE M O) O M Qj cn cn I J ~ 'J w L,: EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER j J j j J 12 13 14 CAL v vo j� O C� CN M M ap _ _ r- cn O01 T O) I I O) I (n 171 ao to 00 I m O 15 M lin2 O0N C to o to In I O j-^ Rl-1 j j W CA W FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE M ELEVATION EVC END VERTICAL CURVE BCR M POINT OF INTERSECTION M END CURB RETURN PRC a0 BC M POINT OF COMPOUND CURVATURE M END CURVE TC TOP OF CURB PI VC POINT OF INTERSECTION TP TOP OF PAVEMENT "W3-3" - SIGNAL AHEAD - CURVE ARROW OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. O M J W r, I J L' -I I J ~ 'J w L,: EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER j J j j J @ > J J W FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. d Y W t� w '- CD-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SECTION LETTER STANDARD OR APPROVED EQUAL. C-?- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER Q W I+•I J L''i J W O to M SHEET WHERE SEC11ON IS SHOWN PHASE BOUNDARY STA. 12+65.96, F.L. tfi P.R.C. �? STA. 12+73.91, F.L. 1�7 P.R.C. STA. 15+11.30, 15.00RT. STA. 15+16.96, F.L. 18 W STA. 15+18.44, 12.00RT. STA. 15+24.91, F.L. J Z _j J00 w w N �1111� N ¢ ltd co a- ui _ � Z I OO W m rn co O O n w W} M 0 to mcn Z Of x' N O d O) � Q Q 0 j 00 c0 N PI) W + + + O O O '4- In CIO^ N m 00 -JC Q I� J nj {- + + j Of i w CJ .--- m Z �'- �N- �N- M U M J U+ M + M U r 2 U U ,Q- L5 fr H Z W Q CJ Lj Cj ¢ Cj U U 2¢ t.i U H U m lal In O m (n CU Q Lj ¢ U ¢ W: Q Cj j Q <..) Q �' > ¢ U m tl Lj V) m to W tow N m Cn 11 N Lu m to C cn Z ti to o- w t~n PROPOS D EAST f LOWLINE S 0.51 rn d--- --- - -- -- --------- S= S=O. 8% N M rn ao ' co P OPOSEO AST FLOrpnimn INE o M o `n M 1.1 EXIST. EAST FL WLIN (S CENTERLINE j > ,>, W SEE S PARATEfLANS _� (UN IT 10'P w waa 10 �I �I SMI LEGEND: ABBREVIATIONS Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PI VC POINT OF INTERSECTION TP TOP OF PAVEMENT "W3-3" - SIGNAL AHEAD - CURVE ARROW OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER EXISTING CATCH BASIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT - - D --+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -+- EXISTING STREET NAME SIGN SECTION DESIGNATION: '- CD-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SECTION LETTER STANDARD OR APPROVED EQUAL. C-?- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER Q C.O.B. STD. ST -14. 2 <a EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 11 12 Ts 14 15 M LEGEND (CONT.) LEG CONT.): Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Ut -�- "R1-1" - STOP "S5-2" - END SCHOOL ZONE "R6-1" d�u��- --r�, CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 25.00' 39.45' 25.18' - ONE WAY "R5-1" - DO NOT ENTER "W31(CA)" - END PER C.O.B. STD. ST -4. 25.00' 39.09' 24.82' "R26(CA)" - NO PARKING W14-1' -DEAD END P.R.C. STA. 10+53.87, 15.00LT. 11 "R3 -5R" - RIGHT TURN ONLY - NO OUTLET 30 E.C. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS STA. 10+62.63, F.L. „W14-2" "R4-7" - KEEP RIGHT Wl-7" - DOUBLE ARROW P.R.C. STA. 12+64.34, 15.00LT. PER C.O.B. STD. ST -4. 50 "R81(CA)" - BIKE LANE "Wi-6" - SINGLE ARROW "Wi-l" STA. 12+71.48, 12.00LT. STA. 12+74.71, F.L. "W3-3" - SIGNAL AHEAD - CURVE ARROW Ot CURVE NUMBER FOR CURVE DESCRIPTION -- D NEW STORM DRAIN LINE - REFER TO SEWER Q ITEM OF WORK - SEE SCHEDULE P.R.C. AND STORM DRAIN PLAN STA. 12+97.66, F.L. t� NEW CATCH BASIN - REFER TO SEWER AND STORM Q FLOWLINE STATION - SEE TABLE STA. 15+16.10, F.L. DRAIN PLAN � PIPE SIZE STA. 15+17.74, 12.00LT. EXISTING CATCH BASIN 8' S- UTILITY UNIT BOUNDARY STA. 11+01.03, C.L. S=SEWER - - D EXISTING STORM DRAIN LINE D=DRAIN s EXISTING SEWER LINE SECTION DESIGNATION: 0 EXISTING STORM DRAIN MANHOLE SECTION LETTER SQ EXISTING SEWER MANHOLE STA. 12+43.01, F.L. Q EXISTING SEWER CLEANOUT 2 STA. 12+50.96, F.L. 15 SHEET WHERE SEC11ON IS SHOWN PHASE BOUNDARY STA. 12+65.96, F.L. 358 356 354 352 350 348 346 358 356 354 352 350 348 346 358 356 354 352 350 348 346 UNE TABLE UNE BEARING ILENGTH L1 N00'55'21"E 1 101.03' L2 N00'55'21 "E 463.99' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ut 10.00' 7.95' 4.20' 45'34'23" Q 25.00' 39.45' 25.18' 90'25'09" 03 25.00' 39.09' 24.82' 89'34'51" 12'-18' VARIES I R/W 12'-18' 1 7.5' 1 4.5' VARIES LANDSCAPE AREA x I I 29 I VARI TOES 1.57. I VARIES TO 1.5,-. �I 29 I `J .C'4.aOnGvGr ,wG G O O'O 9 0 C. G G O G 6 CGGGGG'4GL O G' PROPOSED �'� -r' - _ ' PROPOSED SIDEWALK 0.20' A.C. PAVING SIDEWALK PROPOSED TYPE 'B" 0.40AGG. BASE PROPOSED TYPE 'B" CURB AND GUTTER 0.50' COMPACTED SUBGRADE CURB AND GUTTER Q 95% REL. DENSITY. SECTION A SCALE.1 "=10' STREET SECTION (PRIVATE STREET) CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 �3 EXISTING CURB & GUTTER AND SIDEWALK CONSTRUCTED WITH UNIT 10. ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. a7 TYPICAL POP -OUT - SEE DETAIL ON SHEET 3. TYPICAL CORNER - SEE DETAIL ON SHEET 3. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. NOTES: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND SEWER CLEANOUT TO FINISHED GRADE. Oo?-d 31& .A`41 DIG AT ERT Call: TOLL FREE 1400-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 1Q B.C. STA. 10+46.73, 12.00LT. STA. 10+46.73, F.L. 2[] P.R.C. STA. 10+53.87, 15.00LT. STA. 10+54.68, F.L. 30 E.C. STA. 10+61.01, 18.00LT. STA. 10+62.63, F.L. ® P.R.C. STA. 12+64.34, 15.00LT. STA. 12+66.76, F.L. 50 E.C. STA. 12+71.48, 12.00LT. STA. 12+74.71, F.L. © B.C. STA. 12+86.48, 12.00LT. STA. 12+89.71, F.L. 7❑ P.R.C. STA. 12+93.62, 15.00LT. STA. 12+97.66, F.L. ® P.R.C. STA. 15+10.44, 15.00LT. STA. 15+16.10, F.L. 9Q E.C. STA. 15+17.74, 12.00LT. STA. 15+24.05, F.L. 10 UNIT BOUNDARY STA. 11+01.03, C.L. 11 B.C. STA. 10+47.27, 12.00RT. STA. 10+47.27, F.L. 12 R.R.C. STA. 10+54.41, 15.00RT. STA. 10+55.22, F.L. 13 P.R.C. STA. 12+40.58, 15.00RT. STA. 12+43.01, F.L. ® E.C. STA. 12+47.73, 12.00RT. STA. 12+50.96, F.L. 15 B.C. STA. 12+62.73, 12.00RT. STA. 12+65.96, F.L. tfi P.R.C. STA. 12+69.87, 15.0ORT. STA. 12+73.91, F.L. 1�7 P.R.C. STA. 15+11.30, 15.00RT. STA. 15+16.96, F.L. 18 E.C. STA. 15+18.44, 12.00RT. STA. 15+24.91, F.L. R/W 12'-18' 1 7.5' 1 4.5' VARIES LANDSCAPE AREA x I I 29 I VARI TOES 1.57. I VARIES TO 1.5,-. �I 29 I `J .C'4.aOnGvGr ,wG G O O'O 9 0 C. G G O G 6 CGGGGG'4GL O G' PROPOSED �'� -r' - _ ' PROPOSED SIDEWALK 0.20' A.C. PAVING SIDEWALK PROPOSED TYPE 'B" 0.40AGG. BASE PROPOSED TYPE 'B" CURB AND GUTTER 0.50' COMPACTED SUBGRADE CURB AND GUTTER Q 95% REL. DENSITY. SECTION A SCALE.1 "=10' STREET SECTION (PRIVATE STREET) CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 �3 EXISTING CURB & GUTTER AND SIDEWALK CONSTRUCTED WITH UNIT 10. ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. a7 TYPICAL POP -OUT - SEE DETAIL ON SHEET 3. TYPICAL CORNER - SEE DETAIL ON SHEET 3. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. NOTES: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND SEWER CLEANOUT TO FINISHED GRADE. Oo?-d 31& .A`41 DIG AT ERT Call: TOLL FREE 1400-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA �1111�