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HomeMy WebLinkAbout6.1-1705 Record DrawingASIS OF BEARINGS:CITY OF BAK E BEARING OF N.89'22'08"W. SHOWN FOR ERSFIE L) E SOUTH UNE .3 THE SOUTHEAST QUARTER CALIFORNIA SECTION 11, T.30 S., R.26 E. AS SHOWN ON CORD OF SURVEY BOOK 19, PACTS 115-121 COUNTY AUSED AS THE BASIS OF BEARINGS SHOWN KERN REON. ENCH MARK: STREET IMPROVEMENT AND P OF CONCRETE MONUMENT AT THE INTERSECTION MING AVENUE AND SOUTH ALLEN ROAD MARKED R NORTHWEST CORNER OF SECTION 12, 30/26. VATION = 365.98 (U.S.G.S. DATUM) STORM DRAIN PLANS R TRACT 6086 CL MONUMENT ELEVATION MAP NDEX SHEET UNIT TOTAL STANDARD NOTES B A.C. PAVING TESTING NOTES: 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THETH LEGEND: TITLE SQYD 10261 1. REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. TH SP7-39.01 2. STORM DRAIN AND SEWER NOTES 2 WIDE A.C. SWALE LF ABBREVIATIONS OF 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE FL FLOWUNE POVC POINT ON VERTICAL CURVE RE ARTERIAL AND COLLECTOR STREETS AND TYPE 8 (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM 4. CONSIDERED PART OF THESE PLANS: CL ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -13, CENTERUNE BVC BEGIN VERTICAL CURVE W EVC END VERTICAL CURVE HE TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND PROVISIONS. EA ELEV ST -14, ST -18, ST -19, D-14, D-16, T-1 BCR ELEVATION BEGIN CURB RETURN PI POINT OF INTERSECTION B THESE SPECIAL ( PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 3. PAVING FOR STREET SHALL BE: ECR BC END CURB RETURN PRC POINT OF REVERSE CURVATURE GIN CURVE PCC POINT OF COMPOUND CURVATURE TO (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 5. MING AVENUE EC MING AVENUE AND ALLEN ROAD - PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT OF FO SECTION 39-2.02, EA PAVEMENT TO BE 0.45' TYPE 'A" A.C. OVER 0.50' CL II VERTICAL CURVE FC FINISH CONCRETE ELL OFOFRADE ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED BINDER FOR TYPE B (MODIFIED) 860 AGGREGATE BASE OVER 1.65' COMPACTED O.G., MIN. GB R VALUE=59, TO BE COMPACTED TO 95% RELATIVE DENSITY BREAK R RIGHT-OF-WAY /W PE ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED 6. PER C.O.B. STD. ST -9. FURNISH & INSTALL SURVEY MONUMENT BY THE ENGINEER. THE; ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER PER C.O.B. STD. S-29. EXISTING SURVEY MONUMENT I SPECIFICATIONS. I STRIPING -DETAIL 38 CITY OF BAKERSFIELD STD. DWG. ST -13. 1568 FURNISH &INSTALL STREET SIGN THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS C.L.) Os TO BE INSTALLED © EXISTING PER C.O.B. STD. S-40. FURNISH & INSTALL METRO STREET SIGN THE CONTRACTOR IN ACCORDANCE PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE 'r INSTALL TRAFFIC CONTROL SIGNS PER C.O.B. STD. S-40. �> FURNISH do INSTALL STREET LIiT-5800 LUMEN ENGINEER. A 5. INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. ST -18 PER C.O.B. STD. ST -14. DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE F INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. ST -18 FURNISH & INSTALL STREET UGHT-9500 LUMEN AT (EAST 14 ENGINEER'S REVIEW AND APPROVAL: 10. -e-- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. PER DETAIL ON SHT 5 R FURNISH IE INSTALL TRAFFIC SIGNS A. A LIST OF I AGGREGATE AND ASPHALT SOURCES. 6. INSTALL TYPE "B" CURET AND GUTTER, PER C.O.B. STD. ST -1 PER PIAN. PER C.O.B. STD. T-19: "R1-1" _STOP "W31 CA)' -ENO B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM 'AGGREGATE," TEMPORARY SWALE 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B.'S SIDEWALK _ PASS W75 _ LANE •R4-7A"TRIGHT "W3-3" TO THE REQUIREMENTS OF SECTION 39-2.02. OF THE STANDARD SPECIFICATIONS!, AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND 7. INSTALL SPEFICATIONS ON STANDARD DETAIL ST -3. HEAD -�KEEP - SIGNAL AHEAD 'R9-1" - RIGHT LANE ENDS "W3-1' - STOP HEAD EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 8, INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. 'R26(CA' - NO PARKING 'W4-2" - PAVEMENT WIDTH TRANSITION RESULTS SHOO NOT BE OLDER THAN ONE (1) YEAR. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A "R73-2(CA)" - LEFT AND 'W14.-2" - NO OUTLET TURN ONLY "WI -7" - DOUBLE ARROW C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTEO WITH THE MIX 9. MINIMUM ADIF 6" THICK. INSTALL HANDICAP RAMPS PER DETAIL "1" ON SHEET 2. U �7-(9A)' No P��G KE LANE "M -l" 5-1' - DO NOT ENTER LABORATORY DESIGN ALONG WITH THE THEORETICAL MAXTHE DESIGNMIXTURE AS 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW "R6 -1R" - ONE WAY -RT DETERMINED BY CONCRETE MIOX THE REQUIREMENTS ASTM D2041. THE ASPHALTPAVEMENT GRADE. D FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. OF SECTION 39�-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING EXISTING STORM DRAIN UNE PROVISIONS. IF AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. _ _ _ EXISTING SEWER UNE ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. DEVELOPER SHILL BEAR ALL COSTS ASSOCI 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS EXISTING GAS UNE WHERE NEW ASPHALT CONCR PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN _ ___ ; __.____________ EXISTING WATER UNE TTE PAVEMENT SHALL BE �AW CU EQUAL. SIDEWALK 6" FROM BACK. - E7tISTING TRAFFIC SIGNAL CONDUIT - = - - EXISTING INTERCONNECT SPLICE BOX A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFlELO -- - - - - - - EXISTING INTERCONNECT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED SECURED BY A SUBDIVISION AGREEMENT, --- FURNISH AND INSTALL CATCH BASIN TYPE "A' SPECIFICATIONS SHA L BE MET. THE AREA TO WHICH AUNT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL THE STREET RIGHT-OF-WAY. UNLESS SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PER C.O.B. STANDARD 0-14. ® EXISTING SEWER MANHOLE BE TAKEN TO AVOID ACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND PRIOR TO ISSUANCE OF THE PERMIT. EXISTING STORM DRAIN MANHOLE LIMITS OF CONSTRUCTION. i TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR BASE CONFORMING TO 0 FURNISH & INSTALL STORM DRAIN MNHOLE PAVING SEAMS SHALL BE LOCATED ROADWAYS SHALL BE CRUSHED AGGREGATE (CAB) OTHERWISE PERMITTEDBY THE ENGINEER. SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS is FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT INTERSECTIONS AND APERED 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 - " CONSTRUCTION. LATEST EDITION (GREENBOOK ). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS R FURNISH & INSTALL IRRIGATION CONDUIT PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. is FURNISH & INSTALL INTERCONNECT CONDUIT SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY 0 COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH �3 �5 -�s FURNISH do INSTALL SPUCE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE i THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE THE CITY TOLERANCES AND COMPACTED TO 959G CURVE NUMBER FOR CURVE DESCRIPTION Q B. ASTM 01 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY SHALL BE GRADED TO WITHIN OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. O TAPER NUMBER FOR TAPER DESCRIPTION ITU BE SUBSTITUTED WITH PARAFFIN. i 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT IN CASE OF DISPUTE. METHOD B ABOVE SHALL BE USED. STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS. CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED ITEM OF WORK - SEE SCHEDULE WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM � STATION DESCRIPTION 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 DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. SECTION DESIGNATION: THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. 16. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ TESTS T SECTION LLT1ER ADDITIONAL ASPHALT! ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY REQUIRED SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED A SUCH ADDITIONAL CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED SHALL BE DETERMINED BY THE CITY ENGINEER. 2 BOND BREAKER, BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE 17_ ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY .MAI CONFORMS WHEN PA NG OPERATIONS RESUME. ! STANDARD DETAIL ST -22. SHEET MERE SECTION IS SHOWN ;D THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING 18. DUST CONTROL; CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN WHERE THE COMP OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLA (OCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT AL, TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFT= BETWEEN 19. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE ALONG THE TRANSVERSE DROP-OFFS ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE FOR THE DURATION OF TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH APPROVED BOND BREAKER, MAY CONFORMS WHEN PAVING OPERATIONS RESUME. ! PROVISIONS OF SAID PLAN. WDID#: 51`1 5C371221 CONCRETE SHALL BE COMPACTED TO A' MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 20. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS ASPHALT DENSITY AS DETERMINED BY ASTM 0-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOUDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF WITH CALIFORNIA TEST 375. I DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" IF THE IN-PLACE THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC REQUIRED RELATIVE BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY BEEN CONTINUE UNTIL WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE APPROVED BY THE CITY ENGINEER. REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE 21 OUAN11TIES FOR EARTHWORK DENSITY REQUIREME TS. EXCAVATION - 8,402 C.Y. IF THE TEST RESULTSFOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS BY THAT LOT EMBANKMENT - 67,754 C.Y. IMPORT - AS REQUIRED ASIS OF BEARINGS:CITY OF BAK E BEARING OF N.89'22'08"W. SHOWN FOR ERSFIE L) E SOUTH UNE .3 THE SOUTHEAST QUARTER CALIFORNIA SECTION 11, T.30 S., R.26 E. AS SHOWN ON CORD OF SURVEY BOOK 19, PACTS 115-121 COUNTY AUSED AS THE BASIS OF BEARINGS SHOWN KERN REON. ENCH MARK: STREET IMPROVEMENT AND P OF CONCRETE MONUMENT AT THE INTERSECTION MING AVENUE AND SOUTH ALLEN ROAD MARKED R NORTHWEST CORNER OF SECTION 12, 30/26. VATION = 365.98 (U.S.G.S. DATUM) STORM DRAIN PLANS R TRACT 6086 CL MONUMENT ELEVATION MAP NDEX SHEET UNIT TOTAL A.C. PAVING OF SHEETS 5478 AGG. BASE CUYD 2487 TITLE SQYD 10261 1. COVER SHEET 3776 A.C. DIKE 2. STORM DRAIN AND SEWER NOTES 2 WIDE A.C. SWALE LF 3. MING AVENUE (STREET AND STORM DRAIN PLANS) 36964 (STA. 53+05.62 C.L. TO STA. STA. 65+00.00 C.L.) 4. MING AVENUE 2 TRAFFIC CONTROL SIGNS EA (STREET, STORM DRAIN & SEWER PLANS) EA 7 (STA. 65+00.00 C.L. TO STA. STA. 78+00.00 C.L.) 5. MING AVENUE 3943 MONUMENT ENCASEMENTS EA (STREET, STORM DRAIN & SEWER PLANS) LF 860 (STA. 78+00.00 C.L. TO STA. STA. 84+18.90 C.L.) 6. SOUTH ALLEN ROAO (STREET PLANS) 153 STRIPING -DETAIL 22 (STA. 54+00.00 C.L. TO STA. STA. 63+52.70 C.L.) 7. MING AVENUE (STRIPING PLAN) STRIPING -DETAIL 38 LF 1568 (STA. 53+05.62 C.L. TO STA. STA. 88+08.10 C.L.) 8. SOUTH ALLEN ROAD (STRIPING PLAN) 3649 (STA. 54+00.00 C.L. TO STA. STA. 74+00.00 C.L.) A ALL WEATHER SECONDARY ACCESS ROAD A RE 3 (WEST BOUNDARY OF PROJECT SITE) F 9. CROSS SECTIONS AND DETAILS 10. MING AVENUE (DRAINAGE PLAN) ARTERIAL LENGTH LF (STA. 75+79.79 C.L. TO STA. STA. 82+76.67 C.L.) TEMPORARY SWALE LIST OF MATERIALS FOR MING AVENUE STA. 56+05.62 TO: STA. 84+18.90 (WEST OF. SOUTH ALLEN ROAD) SOUTH ALLEN ROAD STA. 55+87.60 TO STA. 74+00.00 ITEM UNIT TOTAL A.C. PAVING TONS 5478 AGG. BASE CUYD 2487 SUBGRADE PREPARATION SQYD 10261 6 CURB AND GUTTER LF 3776 A.C. DIKE LF 1351 2 WIDE A.C. SWALE LF 705 SIDEWALK 4" THICK SF 36964 HANDICAP RAMPS EA 3 METRO STREET SIGN EA 2 TRAFFIC CONTROL SIGNS EA 22 STREET LIGHTS - LED C.O.B. STD. EA 7 TRAFFIC SIGNAL INTERCONNECT PULL BOX EA 13 TRAFFIC SIGNAL INTERCONNECT CONDUIT LF 3943 MONUMENT ENCASEMENTS EA 3 SAW CUT LF 860 MEDIAN CURB LF 2152 STRIPING -DETAIL 9 LF 153 STRIPING -DETAIL 22 LF 3782 STRIPING -DETAIL 27B LF 3036 STRIPING -DETAIL 38 LF 1568 STRIPING -DETAIL 39 LF 3320 8' BLOCK WALL LF 3649 CATCH BASINS A 2 STORM DRAIN MANHOLE A RE 3 18" STORM DRAIN LINE F 968 ARTERIAL LENGTH LF 3650 EITHER LESS THAN 0% OR MORE THAN 96X THE ASPHALT CONCRETE REPRESENTED SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO M I N G REQUIREMENT. THE ORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. BERRENDA MESA I THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE SHEETS 3 &7 ROADWAY. - - * I IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE�- TOLERANCES. 1T SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH I DMH 1 18613 DMH 2 CEMENT OR (3) PLACEMENT OF AN k AVENUE UNIT WATER STORAGE DISTRICT �RACT 7255 SH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL ANO REPLA ___ __ _- _-- - ASPHALT CONCRETE! OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK77 SHALL BE AT THE ONTRACTOWS EXPENSE. 1 10 11 1 12113 14 11151 16117 19 118 117 11615 14 13 12 10 9 8 7 6 5 4 j 3 IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. 1 I I I I 1 i 1 1 1 1 ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE 119 UNIT 2 LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL T0, THE NEAREST UNIT 4 UNIT 3 LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE TRACT 725fi TRACT 7256 TRACT 7255 PAVEMENT CENTERUNE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND KEY MAP 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. SCALE: 1 "=200' THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. COMPACTION TESTS ALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 6' WING W/2 NOTE: 95% COMPAC11ON AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. NO CITY INSPECTION WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY CENTERLINE STORM GRAIN AND INSURANCE HAS BEEN OBTAINED. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR UP CURB THE WORK IN THE EXISTING PUBLIC RIG HT -OF -WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR AND GUTTER TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORD MAPS) i FLOWILINE CURB INSTALL BLUE MARKERS AT CENTERUNE FOR FIRE HYDRANT LOCATIONS./v/ AND GUTTER NOTE TO STAMP AN "S"INTO CURS FACE OVER EACH SEWER LATERAL C.R. SIDEWALK STREET LIGHT LUMINARIES ARE TO BE LEO AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OR AN EQUIVALENT AS APPROVED BY CITYINFER. ANY ITEMS IN PUBU RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBUC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. LANDSCAPE CENTERLINE STORM DRAIN W 6' WING i CAL CATCH BASIN LOC) N.T.S. NOTE: 1. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326-3049 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. (SOUTH OF MING AVENUE) ENGINEER'S 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. 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS. ISSIONS, OR VIOLATIONS OF oOSRSEE TED DURI E NS10 TR CTIO I. D DESIGN CRITERIA SHALL BE /� APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322 DATE EXP. 6-30-16 APPROVED BY: NICOL S FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 EXP. 12-31-16 REVIEWED B1y --- �' ASSISTANT PUBLIC WORKS DIRECTOR f5 s REVIEWED BY: TY' REVIEWED BY: TRAFFIC ENGINEER �4- �VOAI__-A 't CITY OF BAKERSFIELD WATER RESOURCES FOR LEVEE PROTECTION ONLY SH EETS 5 & % _ _ -1 �� - r� � NORTHWEST CORNER I _ SECTION 12, T.30S.,R.26E. E T S 4 7 - 1 A,a ,__, FD. 2" IRON PIPE W/ TAG __ -�" RCE 17564 DOWN 12" RECORD PER CORNER RECORD 3-20-84 LS 4713 3� 4 5 6 7 8 9 10 11 1213 UNIT 1 14 TRACT 7255 --- 15 16 VICINITY MAP NO SCALE 17 18 19 r-- 20 21 rIo DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CITY RECORDS NO.: STOCKDALE R. 26 E. T. .30 S., W M <~ 2 & \ t11�w PROJECT Z 1 0 S1 TE Nti o z oo � Q Z � `t MING AVENUE z ILam IL5m z LL - � V 11 o 2 oa a Z v o w co 3 w to to (:t esti 6 N of w v N 5 m o WHITE LANE a m W 14 SOUTHERN PACIFIC RAILROAD VICINITY MAP NO SCALE 17 18 19 r-- 20 21 rIo DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CITY RECORDS NO.: 0 U Z a W M <~ P -4 Z \ t11�w CA 0 o z oo � Q Z � 0o`� Z z O z LL - 1 V O QJ a Z v o w co 3 w to to (:t N N of w v m m o Y m 0 U Z a W Gtm <~ P -4 Z Q W t11�w 0 � Q Z � ^� Z Lu 2 L LJ O O V O C3 a Z v (:t E co U Z a W Gtm <~ P -4 Z Q W t11�w 0 � Q Z � ^� Z Lu 2 L LJ O O V O C3 a Z v (:t E co W w r co $ 0 STANDARD NO S 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFUCT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE AUGNMENL IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COM PENS TED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. i CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER UNES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE ITHOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. R THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-14, D-16, D-18 SW -1, SW -2, SW -3 SW -4, SW -5, SW -6, SW -9, SW -11, ST -1, ST -2, ST -3, ST -6, ST -13, ST -14, ST -18, ST -22 3. MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITK THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSIONNTS CONFORMING WITH THE CURRENT ASTM SPECIFICATIONC-425. � i THE PIPE AND FITTINGS FOR 6", 8 10 AND 12" SANITARY SEWER MAINS MAY BE PLAIN -ENO WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTIWGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) I 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND 0-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT ANDEE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS.1FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. I JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WI THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11. AND III EMBEDMENT MATERIALS WILL BE (CONSIDERED SUITABLE. i 5. PVC PIPE INSTALLATI ION MATERIALS -L PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. i JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP IPE, USE COUPUNGS APPROVED BY THE CITY OF BAKERSFIELD. i INSTALLATION : PIP AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT AS11M SPECIFICATION D-2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE iCONSIDERED SUITABLE. I 6, REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE ((RCP) SHALL BE EITHER CLASS IV OR LASS V WITH WALLS "B" OR "C'. RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND UN TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN (WITH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360* OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE' PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPUCABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. UNER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.8. PHYSICAL ROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77'F t5 (25-C t3 ). PROPERTY INITIAL (EAR,1.C)•C) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BR AK 2 I 00% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO NITIAL TEST RESULT) 10 -SEC. 35-50 f5 WEIGHT CHANGE 11.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. (WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPUED PERPENDICULARLY TO THE CONCRETE SURFACE ACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' LOCKING - 27* C) INCLUSIVE. ALL PLASTIC U ER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE UNING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE UNING. I.C. CHEMICAL!RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THF FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C t3 ). AT 28 -DAY IN RVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED( FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH (SECTION 7-2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112-DAYI REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILLI BE SUBJECT TO REJECTION. 11 CHEMICAL SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20x** 52 5%** 1%** 1% 0.1% 0.1% BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. I.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. I.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE UNING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT ENO OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE ENO DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO UNEO (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED POR11ON AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SUNGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION( SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN' SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -IN - CH 100 MM JOINT STRIP AND TWO WELDING STRIPS. THE 4-INCH100-MM NT ( ) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE UNING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE UNING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WI=LD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE UNER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE UNING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE REUEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP. 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE UNING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE: GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER do RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED. SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION V. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION V. PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE MALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE.". 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPEgFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPEB Y ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFLECTION IN X (5x) BASE I.O. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THES AFETY ORDERS HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TOC PLY WITH ANY OF THESE SE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL. BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTIUZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGI_INE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFIWNG, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPUNGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. IN111AL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING ANO/OR ROWING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING ANO/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90x) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROWING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPAC130N, TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90x) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER UNEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESIUENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED. NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINESTIN . ALL TE G SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPEUNES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE UNES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES MALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360% IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTOR WHO WILL 0 INITIAL ALSO S AND DATE THE "CHAIN OF CUSTODY FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 12, WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY UNE OR RIGHT-OF-WAY UNE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT-OF- WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. AND STAMP "S" INTO CURB FACE LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR RIGHT-OF-WAY UNE AND A MINIMUM OF 2.5' DEEP AT FLOW UNE. vi 13. 14. 15. 16. 17. 18. 0 Sl ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.066, "RUBBER GASKETED JOINTS% OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDUNG AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHAD_ PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED ENO PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING. ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSAl1QN WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. BORED /JACKED PIPE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPEIJNE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLA11ON OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL i IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. i THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. , . 1 h �. n" k1, �, In DIGAIERT >� f�1� ffifffilliff'. ""� ' I.. R , a A �A Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rn O M M I—cn 5 a O zoo U w -t Q m 1 w V co 3 0 w 1 :° N m w Y a m ao 00 z LUI o m m m 8 V A 5 V' o-1 0iu�e co U Z � a W . Z O . � = Z 0 Ix 0 I W O F__4 r-cz W co 0) c_-) Z G w c Z Q O Z .. 2 > cc 00 IL 2 Ili OC P-4 F. 0 coo Lucocz w V/ N �5 co J v_ �IIIIII `9 9 � Iw W N W P LL 0 co U Z � a W . Z O . � = Z 0 Ix 0 I W O F__4 r-cz W co 0) c_-) Z G w c Z Q O Z .. 2 > cc 00 IL 2 Ili OC P-4 F. 0 coo Lucocz w V/ N �5 co J v_ `9 9 � Iw W N W P LL 0 � J F 0 M M - LLI v II W � 1- C p Vl 00 p J J 0O co e n JJ BERRENOA MESA `` � a � z°° W ~ � `` a g�R U`` a m Z � R NDA 1�1�SA N, ^ J -� C WATER STORAGE 3 N Z o f^ 'co� --, M M U� J W NN �CtO FD. K.C.W.A. 3 1/2" BRASS61 _% Go CAP MKO. LS 4258 FOR N.W. - - - _ - - - - - ._ ._-- -- _ ...- _ -- 2 oo �7 R _ - R --- - -- - - --- ` GE �� � o �- - - MW 1 Q W a -j ATTR STORAGE O1S7 -v .6,6 0 c � f �' FD. 2 I.P. TAG 0 �►ir+i - - `= E OR Yoh ci4J>��. + _ _ COR. SEC. 11, 30/26 u�m - - a < F � m J m o Y ^ �a �� - - - - -- - - - - - - z c ai R. SEC. i 1. 30126 + < z - M _ - -- - C.Q Y 0 0 W Q _- DOC. N0. 0205174823 DATED -- ------ - --_--- - - U• Qd o' Ki c�i � m d Wcn r'y r7 J w i I � W co d aQ c=i� ++ � Oo J � W f -r FUTURE - - - - - - _ -. �,,� � O •- m . > � �+- � J: l O � Q d � a LLIa w cMo m m O+ s c�[ m cncn STREET _...._ .. _ - ,_ - i '.� 0 0D U + _ .y c < W °° rn rn �' , \ �, m �- m ± a -coU '7 _ r E E��E 4i E = � - ate ��m ',:W�nW Ws�n�nd W m o��� o ' < LIGHT �w�� m >'- < \\ 0 4 - L-0 cncn a d --------------2190.19 ----- - ` }: - - - - - - - _i_ 4 w d : - i- PROPOSED R IGHT ccnnccn ----- - ------ OF X47 \\ 4� E`� ti 0 cn - - ".. 2� � � r- J W .. (3T � . � � \ � � H OF WAY �89'46'S5 -E. ..._ ��.�------��.: , .- _. �� � �� -�� cn � on W o N� z �.,`� �� f v : ;.�� •- ' 3 TRACT BOUND -_ ___ .__..._ __ �"- __ _. __ ._ ._. , .._, ._ _. _ _ _-_ . _ - - `- � � " �- � To� �_. , _..46- Q3..t9 fn ARY - .. --' -- - _ - - - -- -Q - -- n� - '� iz 50206 - --- - - - - - - R=__ - -- _- _ _ _ - =<; - - _ - ----- ------ --- ---STA.53+05.62, C.L I- 3 - __:-::-_-- '. _su=6� . _. _.__,_-_ - -- __� 3- s------ -- o TURE CURB & GUTTER - - " _. _ _ - _ _ _ _.-_ _ . -_ _ ._ _ ._ _=_ _ .. - - t o �n.. - _... --- -. - - -- -i8 _ _ - -sed--} -- -� - = • W .c - - - . - -- - _. n .--- - �` - - - -...._ - _.._ 1 - - i 50205 ---FUTURES u�r- __--------------_____ m"�---- s �R oo �n } - 1l - - - - - N01'12`E o� TREET I av-------- ---L_-5 ------- 4 R - - - ----- �GHT - _( FUTURE CURB & GUTTER - --------�------------- 'n'- � -- ----- {- - -- ----10 - __50 7 777 v - -to 3_ 6 f FU -=--=-= ___ ----- ------��---- -- - s�-----------_ i ____ _ ___ - -- - - - -1 Ui�E -- 4 _. '� - 1 -- --- ----- S89 46 55 E 52+00 2190.98' - -- ._ -- - - - - _C�iR6-"��E"�� .�,,''�- ---�fi-zip------__ ----��---__---- ---- --- -� - -- ----___------------- ---� �.__" 55+00 - - - - - -57+00- -54+00- �6 EO �aF ----------- ---- -L----------- ' -„ _ _ S$9'46 55 E 56+00' ` - --1- - - - 1- - - _3h cG - -,-�t1c-- -- -- --K x -' --- �_ -, - �` -a 1 �- FUTURE MEDIAN o -- -- 27 EP 285. !, �- 459 49=2-. J1 � =�I� 58+00` `S89'46 55 E _ -59+ - ` - - - - -6Q+00- - - - - - - �k�' �- TRACT - 61+00 - - - - - 62+00 - - x- - - -- --63+OQ- - --x- URB- �,, _ W 2.� �° 5+0 .- W I 2;1 - 64+00 - - : - I BOUNDARY 428 734.88 = I -- -t - - - -- - - --t o I o 00 2 18 SO TOP OF SLOPE l FUTURE CURB 'n I I 9h 10 ��Lo I o / a 1 _ fp I & �R I o N0112 33 E 35.75 ,�� 2 m bt - W - _ _ - 2.33 S89'46'37"E " d 1 h I tn I - -- ,�=.�-_�_ 361. 18 SO TRIn 51 R -9 c co I Ic _ IcL--381.01S00'13'04"W 10.42' 1.q2 a 18 RAIN a 358.58 S89'46'37"E`er- a g 18" DRAIN a 358.58' I am J -- -- - R7-9 511 - I-- -- - I -- R -9 -- c- - -- -- _ Ic -- -- 302 i t 29 FL iL-I - R7-9 Ic 3 R7-9 5110 I RQPOSEO RIGHT -OF -WA 5 �• 5 O cV� - - W - N ~ Ippr II _ 4' I -26 - _ U; m I 120' WIDE ALL-WEATHER m - 1 - I �" TOP OF SLOPE I �o a o u- p- __________-- ---- ----- _ _-- --- 4 I I I SECONDARY ACCESS ROAD Um N a PROPOSED BLOCK WALL t �- �- -� °�M *-z m ��- :9 TOE OF SLOPE I I 1 �1 ao U I o w ( I SEE SHEET 8 FOR DETAILS z C-4 f9 o 4 Q I P , SEE SEPARATE PLANS I � co- iv 'n t I z ci > w =, SEE SEPARA w "mI PLANS '� q- o z 1 N o ci •- N v ■ I_ p O M M ��\ I I j I O J J W J Z z PROPOSED BL WALL I 1 'm° ci I o J I OR I -p w �.>> Zuiui \ 1 I 1 1 1 z pp'WJ I _? W� NN I dac t)ti JJ z _j� a J� I m I m I cc Q O I I MW W Q o0 \ I I I �t eh 1 N O 1�I� �n I + Uti cis Z I O1 ODM I a d u� v 1 c�i c u) o c0 W W M M 13 m �i M o i w Ki M, Kiri dodo n N I ,: � 1 rn rn Q {T in I Wz �JJ U++ 1Q 11 12 I 1 a `r- Q z� 1 1 i NN tici� �-i t m co loan I ( 14 15 16 17 s -< MM 19 I 18 1 moo �� >�:r: c9 �o C' `cC'a Cz-� �� �O+fO+fJN + �- ++ ++ 17 a ++ ' 16 00 1 adao 15 z Nca I w oo mm �,� Ci,i .3� a o c m (n i._: W m nn �\ I I F- ��aN ■m °;,,� c a,o� �� d ++ $ 12 to.Ujw i I �IIC9 I i I Oa I I C) �� I mc�n I NN r ++ I I -MM 14 a�+ 1 Z I "„_ U� U Lo +> O u) � c m uJ w cc N N ++ tr o n O C4 ' Z m J J TAPER DATA NO. \'l q STATION OFFSET FROM q 63+00.92 48.00RT. 63+05.92 48.08RT. 63+10.92 48.31RT. 63+15.92 48.69RT. 63+20.92 49.22RT. 63+25.92 49.91RT. 63+30.92 50.75RT. 63+60.92 56.25RL 63+65.92 57.09RT. 63+70.92 57.78RT. 63+75.92 58.31RT. 63+80.92 58.69RT. 63+85.92 58.92RT. 63+90.92 59.00RT. EASEMENT LEGENDS: 30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. © 35' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. ®EXISTING LEVEE SLOPE EASEMENT PER DOC. NO. 0205174823 DATED JUNE 7, 2005, O.R. ®5' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER NO. 0205174823 O.R. ®CITY OF BAKERSFIELD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOC. NO. 0206281011 O.R. ®CITY OF BAKERSFIELD SLOPE EASEMENT PER DOC. NO. 0208082406 O.R. F.L. C.L. FLOVILINE CENTERLINE N NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. CUR VE _____._ RI -1 FURNISH &INSTALL TRAFFIC SIGNS PER C O.B. STD. T-19: i 'R1-1" -STOP �__. _ -____e,, __-_._. _�_ _ �5T1NG WATER UNE im • ---�- 1 ❑ STATION DESCRIPTION 1 Q RUC1I]ON NOTES: CONSTRUCT TYPE "B" CURB CONSTRUCTION NOTES: (CONT) ELEV ELEVATION BOVC � N �VERIICAL CURVE "R4-1" - DO NOT PASS --__._--_-.-_- "W31(CA)" -END ;;--T-----._.._---..___.__---___.__.-- EXISTING TRAFFIC SIGNAL CONDUIT C) (4)-6" FOR TURF AND (1)-3" FOR TREES. STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL DAYS PRIOR TO PAYING. & GUTTER PER C.O.B.ABBREVIAMO STD ST-1. , ST 1. 12 , CONSTRUCT TEMPORARY SUMP FENCE AND 12 WIDE CONSTRUCT DRIVEWAY PER C.O.B. SID. DETAIL ST -2 WITH i EVC END VERTICAL CURVE INTERSECTION NTEREVECCUR "R4 -7A" - KEEP RIGHT "R9-1` -RIGHT LANE ENDS "W75" -LANE ENDS MERGE LEFT "W3-3" - SIGNAL AHEAD =' -'=- -=---- RISING INTERCONNECT SPLICE BOX a EASEMENT LEGEND O CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -18. 13 ACCESS GATE PER C.O.B. STD. D-12. EXISTING POWER POLE AND DOWN ECR BC END CURB RETURN BEGIN CURVE PRC POINT OF NATURE "R26(CA)" NO "R73 ND "W3-1" - AHEAD _____ EXISTING INTERCONNECT Ir g"'� BIKE LINE MARKINGS PER PER CAL 3O CONSTRUCT HANDICAP RAMP PER DETAIL "1" Z GUY TO BE RELOCATED BY OTHERS. EC END CURVE PCC POINT OF COMPOUND CURVATURE ' -R73 -LEFT AND EFT PAVEMENT "W4-2" -PAVEMENT WIDTH TRANSITION m "A' -TRANS STANDARDS ON SHEET 9. 14 NEW PAVEMENT MARKERS -SEE LEGEND. PIVC POINT OF INTERSECTION TC TP TOP OF CURB TOP OF PAVEMENT � U TURN ONLY "R81(CA)" - BIKE LANE 'R7-9" - NO PAR6ING/&KE "Wi4-2" - NO OUTLET "WI -7" - DOUBLE ARROW t FURNISH AND INSTALL CATCH BASIN TYPE PER C.O.B. STANDARD 0-14 "0 CAL -TRANS TYPE IV ARROWLEFT OR RIGHT AS APPLICABLE 4 Q PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SEC11ON 84 2010 15 O CONSTRUCT 2' A.C. SWALE PER DETAIL "B" ON SHEET 10 TO OF VERTICAL CURVE FC FINISH CONCRETE LANE " " R6 -1R -ONE WAY -RT " W9-1 -RIGHT LANE ENDS ® EXISTING SEWER MANHOLE flop "STOP" MARKING PER CAL -TRANS STANDARDS ED. ALLOW FOR MING AVENUE RUNOFF. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY "R5-1" - DO NOT ENTER "AHEAD" O CONSTRUCT CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. �Cn� �SAn�' ® EXISTING STORM BRAUN MANHOLE �AD MARKING PER CAL -TRANS STANDARDS SPECIFICATIONS ON STD. DETAIL ST -3. NOTES: EXISTING SURVEY MONUMENT I SECTION LETTER k A T5 FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT ALL TEMPORARY STRIPING AND MARKING DESIGNATED ' © INSTALL TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWUNE TO FLOWLINE 1. MING AVENUE AND ALLEN ROAD - 0 t-ovio IR FURNISH &INSTALL IRRIGATIOIN CONDUIT WTH (>) �� � STRIPING TAPE (SSP) OR PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER WATERBOURNE PAINT. ALL OTHER STRIPING AND O FURNISH AND INSTALL CONDUIT FOR FUTURE SIGNAL PER C.O.B. STD. 0.50' CL II AGGREGATE BASE OVER 1.65' COMPACTED O.G., MIN. R j T. �` '�' FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. 2 Ic DETAIL T-33 AND T-34 VALUE=59, TO BE COMPACTED TO 95 RELATIVE DENSITY PER C.O.B. STD. FURNISH INSTALL INTERCONNECT CONDUIT MARKING SHALL BE THERMOPLASTIC PER CALTRANS SHEET 1Ni(]tE SECTION IS SHOWN STANDARD SPECIFICATION ON SECTION 84, ® REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. ST -9. - FURNISH &INSTALLS LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO �s 1gs �s FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 2010 EDITION. 2. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. D-14 WITH OPENINGS PROVISIONSFURNISH SEE DETAIL ON SHEET 5 I PER CITY STANDARDS. TR3=N0. 3 1/2 SIZE TR5=N0 5 SIZE TR6=N0 6 SZE DIG T Cali: TOLL FREE I-800-227-2600 AT LEAST TiMO DAYS BEFORE YOU DRi UNDERGROUND SERVICE ALERT AC Cf% ITu�ou n•. .r�r�.... .___ _ _-_ _. _,_ EXISTING STORM GRAIN UNE O1 CURVE NUMBER FOR CURVE DESCRIPTION NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. PRIORRANGINTO PAVING, THE DESIGN ENGINEER I F THE ANDPROJECT 0 �----�--____-�--�= ---------- EXISTING SEWER UNE 1 TAPER NUMBER FOR TAPER DESCRIPTION ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 10 FURNISH AND INSTALL THE FOLLOWING SC SCHEDULE 40 PVC SHAM VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. •. EXISTING GAS LINE PER CALTRANS cCS SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: SHOULD CONDITIONS CHANGE. A REVISED _ O ITEM OF WORK - SEE SCHEDULE STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. C) (4)-6" FOR TURF AND (1)-3" FOR TREES. STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL DAYS PRIOR TO PAYING. 0) Of OZ C) 11 CONSTRUCT DRIVEWAY PER C.O.B. SID. DETAIL ST -2 WITH i Go Q LLJW z J U 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. ) 1 -7 „ r -- DIG T Cali: TOLL FREE I-800-227-2600 AT LEAST TiMO DAYS BEFORE YOU DRi UNDERGROUND SERVICE ALERT AC Cf% ITu�ou n•. .r�r�.... d O rn U z 0 J TIL M •. Z 0 cCS W _ F- C) Z 0) Of OZ C) W a0 i Go Q LLJW z J U I M 00 o a C W j W O O Z c/) N W Y Q 03 m m 8 U `A Y _ F - Rn W •.d G� � t S W d O W LU (v) 0 U z J TIL •. Z cCS W C) Z � . P.. O � W co > � D Z a C W j W O Z 4- F - Rn W - G� � co W LU (v) 0 THIS PORTION OF I MING AVENUE TO BE CONSTRUCTED WITH UNIT 3 OF TR. 7256 GRADE BREAK OR WHENEVER SECONAR ACCESS IS REQUIRED. WHICHEVEfj IS FIRST. STA. 66+53.36L 7. MATCH UNE STA. 65+00.00, C.L. 48.00E .= STA. 65+00.00, F.L. k _ F-- FUTURE STREET 4 W LIGHT W - --- = S89'46'55"E U) J U Y -- _.TRACIr:BOUNDARY - 50204 W W ' S TUB 18 w GRAIN FOR TEMP.,_ SU COLLECTION i _--__b'TX_66+WW_C:L-jZoO7tT -r - MEDIAN CURB - MATCH UNE - ----- STA. 65+00.00, C.L. 7.00RT.� ,,,`�E' • 355.61 INV. 18 N T.C. ELEV. 364.64 6-66 0 .-` - - +00 - - ` E.P. ELEV. 363.81 ' 1 eAM BASIN �0.3 7 IPA) A STA. 66+70.36 C.L. 48.OIX T. = B R R N DA MESA MATCH UNE Lo STA. 66+70.36 F.L. r----� NORMAL F.L. ELEV. 362.44' F STA. 78+04.60, C.L. 50.2&&.= DEPRESSED F.L ELEV. 362.27' GRADE BREAK j WATER STORAGE P.C.C.-FUTURE CURB Nlt GUTTER STA. 78+00.04, F.L. w END FUTURE 1N3" DRAIN STA. 67+07.02 C.L. TOORT• ' D1S7RJC7 '-` STA. 76+78.83, C.L. 48.00LT= MATCH UNE 2 � a ci STA. 76+75.88, F.L.STA. 78+00.00, C.L.STA 66+70.36 C.L. 48.42 LTLT. W ELEV. 355.66 INV 18" N i DRIVEWAY GRADE BREAK STA 77+f45E69, C.L. 49 CURB 21nlETR W FUTURE ; �, \� STA. 71+60.04, F.L.B.C.-FUTURE CURB GUTTERTA. 77+41.12, F.L ' PROPOSED RIGHT-OF-WAY STA.76+66.46 C.L.C13.64LT. F 4� (NORTH LINE OF SECTION 11) 4�. ti gTR�r + 48.00LT.= �I4 Get i . .� �` Y o _-- --J _- _.. _ .LIGHT W ��� STA. 75+55.69, F.L. NORTH UNE OF FUTURE STREET " -- -�------�--------------- -r-- --- -- �� _- ..� 4� - - - - - - -� 1F - - -... _ a� L - - - - SECTION 11 ��� LIGHT 83'44'OQ - S89 46 55 E 353i5FX" - ----------- _ x. s^� F - - - - - - - ----- ----- -- - - - _ -- ------------= 9 +�9 �� - - ._.�_----------- ---- --- - ___ �. 2 0-58.92 '4 -- __ -- _._ __ cP �F € - - -- _ _.. _ _ su _-.- . _ - 45.95 FUTURE t8 SD - - :_ _ .. _ -Ems•-.._ _ 'R N24'S4'S4"E 39.62' 1 502D3 11 5 . _ EUlURE -CURB Nle GU. 1 _-_ D TOE -OF SLOPE _ .. __ .._ .-- _ _ _.._- __ .. -_ .-. -- -. -- -- _. _ -- - -- _ _. _ ....-- -- _ -- _ _ _ _ .. _ ._- _- _ _ _. _. - .._ .. _ . _- _- ANGLE POINT 1 q= 15 L C _ in J >___.-_+ 52517= - --- ,--- - --------- ---- _ _��__________________S ____ _ _ ------ --------- --------- ---------------- _ DET'Atlt 2- ti t, �t7, GnCR'�TEMPBRAR�F-AC BIK ----- �---------- - --� -��-------- v `may- STA 75+55.49. F.L.f_------ -�_ ----------- 70+00 --- ---- -" _ -67+00 "s� ?5 F� 'i 68+00 69+00 - I - - �P - 36 -- --- -- -----� _ -_ _ _ - _ _ _--- C.R. ° '46'55"E - 70+00 - - - - -� - - - 71+00- - - -, - - -72+00- - - - - -« - - - ' - - - 4 .�fi -- 46 30 .E f - - X6387 EF - 73+00 - -74+00- -i = '>.--- - - ""' 77+00 ' ----- - �- r CE INTERSECTION TA. 67+19.36, C.L. 48.00RT------------------�----_-- 5 ■ ' �, STA. 67+21.14, F.L. - - -- - - - - I �n '� s STA. 66+53.35, C.L.� CATCH BASIN 38 TYPE A ae TOP Of SLOPE •��y.- - � " " - o 18 SD 18" SD $I 1 "DRAINMATCH LINE A. +24.11, C.L .0 T= oo END MEDIAN CURB EGIN TEMP. A.0 DIKE a _ ao pt DETAIL A E.C.S05"13'30"E 400,00' 35 N '54'54"E S82'17'39"E a FUTURE MEDIANC.L._ -_.-_ _ v 10 o q2A� BREAK " STA. 77+45.69 STA 67+25.88 F.L STA. 70+00.09, C.L. 7.00RT- CURB o w STA. 65+00.00, C. 59.00RL= rj 7 18" 9.31' NORMAL F.L. ELEV.-362.23' 1 `s-119 T.C. ELEV. 36508' PROPOSED RIGHT-OF-WAY 12 PVC SEWER 3----------------------- N85'4900 E __�______ --- - STA. 74+76.96 C.L ,49LT. ( _ ` - 1 _ 72.66 DEPRESSED F.L ELEV.=36206 P. EL EV. 364.24' _ I 6 FL .3164 45 65 FL _ _ _ 10 TA. 65+00.90, F.L. 51 I 9'18'4 "W _ _ _ _ _ _ �� - _ _ _ - _ I _ �C A 4 - - -Ic - - - _ _ _W __ 2'-.A.� SWAM _ E L TOP OF LEVEE MAD =i:51103 a AIN EAK 02 R7-9 - STA 68+21.14 C.L 48.00 RT. 5 - o B.C.R. t�,� SHEET 10 .- __--------__-�-- _ 3 __-- 3 ____STA_67+23.36 C.L. 49.96RT 5 ' � TOE Of SLOPE r EX. OE OF LEVEE STA. 65+93.36, C.L. 59.00RL� ( � STA. 65+94.18, F.L r N 5� STA. 66+23.36, C.L. 89.00RT. B.C.R. --- _ - � - � � ' ` STA. 66+41.30,ICS S' I STA. 66+89.36, C.L.78.OgtT.= i i i i - CONS CTI \ STA. 66+74.02, F.L. 1 O i i i i i - 1 BIC. STA. 76+98.90, C.L. .000RT= 6 FTM OF SLOPE A.C. � - _ -�-- EC. ANGLE PgNT ► � I E F.L.F.L / Z TA. 75+55.66, C.L 48.00RT= STA. 77+03.81, F.L LIMITS OF CONSTRUCTION sn3811 DPL FOR + LIMITS � CONSTRUCTION _9$76 5 � � � `STA. 75+57.13, F.LSTA. 66+23.36, C.L 9O.00RT �N I MATCH UNE STA. 66+42.30. F.L ON-SITE .CON ON I �IN STA 66+89.36, C.L 78.00RT.- 43i�EDo) - ' i \/ ` STA. 77+95.45, C.L. 49.76R T.= RIP RAP 10'x10 x1 • STA. 66+6202, F.L.F.L UNIT r� STA. 66+42. 5I C. x0,9.60RT. i I I I 1 g Sp I j :UNIT L� I �. q STA. 78+01.52, F.L. ` GRAVEL PAD. MO ELEV. 354.44 INV. 18 S .. i . � � � � 1 � � � � � i i � / °` 3 i ! � � ` ` � I EDGE OF PAVEMENT []N 111 I `1 VEST- TENT_ HOVINGHAM DRIVE STORM DRAIN M.H. NO. 128 a &M- .. _ . _ _ _ _'_ _ _ _ - w n� onr'4 \ DETAIL "A" EASEMENT LEGENDS: Q30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. ©35' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 do 0205264430 BOTH O.R. ®EXISTING LEVEE SLOPE EASEMENT PER DOC. NO. 0205174823 DATED JUNE 7, 2005, O.R. Q5' WIDE CITY OF BAKERSFIELD 4 LEVEE EASEMENT PER NO. 0205174823 O.R. CITY OF BAKERSFIELD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOC. NO. 0206281011 O.R. ®CITY OF BAKERSFIELD SLOPE EASEMENT PER DOC. NO. 0208082406 O.R. F.L. LEGEND ABBREVIATIONS FLOWUNE CURVE TABLE --) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - "Rt -1" STOP CURVE RADIUS LENGTH TANGENT DELTA 1 1952.00' 120.19' 60.11' 03731'40" 2 2000.00' 190.00' 95.07' 05'26'35" 3 2048.00' 157.32' 78.70' 04'24'05" 4 30.00' 1 47.12' 1 30.00' 90'00'00" 5 1950.00' 1 65.25' 1 32.63' 01'55'02' F.L. LEGEND ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE R --) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - "Rt -1" STOP :(CON - - - ``' - - EXISTING WATER UNE LEGEND.(CONT.) 1 STATION DESCRIPTION ❑ CONSTRUCTION Ol NOTES: CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION NOTES: (CONT) 12 CONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE C.L. ELEV CENTERLINE ELEVATION BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE "R4-1" - DO NOT PASS "W31�CA)" -END - ' "R4-1' -KEEP RIGHT W3 ENDS - __ --- -- ----- -- - --___.wN_ __ -�' --=�'------- -- EXISTING TRAFFIC SIGNAL CONDUIT EXISTING INTERCONNECT SPLICE BOX 1Q EASEMENT LEGEND O CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -18. ACCESS GATE PER C.O.B. STD. 0-12. 13 EXISTING POWER POLE DOWN BCR BEGIN CURB RETURN PI POINT OF INTERSECTION -LANE MERGE LEFT "W3-3" "R26(C z C) AND GUY TO BE RELOCATED BY OTHERS. ECR END CURB RETURN -RIGHT LANE EGOS - SIGNAL AHEAD ---.-___.___ "R26(CA)" "W3-1' _- ____. --EXISTING BIKE LANE MARKINGS PER � �' a CONSTRUCT HANDICAP RAMP PER DETAIL "1" CIV m y PRC POINT OF REVERSE CURVATURE - NO PARKING -STOP AHEAD "R73-2(CA)" C..') INTERCONNECT PER CAL -TRANS STANDARDS SHEET 9. 14 NEW PAVEMENT MARKERS -SEE LEGEND. O BC EC BEGIN CURVE END CURVE PCC POINT OF COMPOUND CURVATURE TC TOP OF CURB - LEFT AND "W4-2" - PAVEMENT WIDTH TRANSITION U TURN ONLY "W14-2" - NO OUTLET "R81(CA)" FURNISH AND INSTALL CATCH BASIN TYPE "A" PER C.O.B. STANDARD 0-14 Ap► CAL -TRANS TYPE IV ARROW �T OR RIGHT AS APPLICABLE O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION O CONSTRUCT 2' A.C. SWALE PER DETAIL "B" ON SPIFFY 10 TO 15 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - BIKE LANE "WI -7" - DOUBLE ARROW "R7-9 - NO PARKING/ENKE LANE 0� STOP STOP 84, 2010 ED. ALLOW FOR MING AVENUE RUNOFF. OF VERTICAL CURVE FC FINISH CONCRETE • - RIGHT LANE "Rfi-1R" -ONE WAY -RT •�_1• ® EXISTING SEWER MANHOLE MARKING PER CAL -TRANS STANDARDS O CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY - - DO NOT ENTER ® EXISTING STORM GRAIN MANHOLE "AHEAD" MARKING PER CAL -TRANS STANDARDS SIDEWALK SPECIFICATIONS ON STD. DETAIL ST -3. NOTES: Q FURNISH dt INSTALL SU VEY MONUMENT PER C.O.B. STD. ST-13.SECTION SECTION DESIGNATION: LETTER Ts FURNISH & INSTALL TRAFFIC SIGNAL cn ® INSTALL TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 1. MING EXISTING SURVEY MONUMENT CONDUITALL TEMPORARY STRIPING AND MARKING DESIGNATED IS TO GO FROM AVENUE AND ALLEN ROAD - FURNISH & INSTALL METERBOURNE 0 STREET NAME SIGN PER C.O.B.C.0.8. STD. T-1. _ - A - - - - -IR FURNISH >k INSTALL IRRIGATION CONDUIT WITH (T) SHALL BE STRIPING TAPE SSP ( ) PAINT. ALL OTHER STRIPING AND Q FLOWUNE TO FLOWLINE. FURNISH AND INSTALL CONDUIT FOR FUTURE SIGNAL PER C.O.B. SID. PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL II AGGREGATE BASE OVER 1.65' COMPACTED O.G., MIN. R I 2 i� FUffiVISH � INSTALL INTERCONNECT CONDUIT MARKING SHALL BE THERMOPLASTIC PER CALTRIWS DETAIL T-33 AND T-34 VALUE=59, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. -� FURNISH It INSTALL STREET "LED" LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO SHEET WHEN sECTION IS sHoxN _ _ 0 FURNISH AND STORM DRAIN TQ��gS Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT STANDARD SPECIFICATION , ON SECTION 84 2010 EDITION. ® REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME If POSSIBLE. sr -9. 2. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. D-14 WITH OPENINGS SE AS SPECIFIED SEE DETAIL ON SHEETNOTE: IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 PER SWARDS.T TR3=N0. 3 1/2 SZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE SEE CALIRANS TRAFFIC MANUAL FOR DETAILS. O SAVI�UT E)aSTING CD 1' BACK OR AS DIRE TEO B RANGING FROM 4.0' TO 5.0' AS NOTED IN PLANS AND PROFILES. EXISTING STORM (RAIN UNE Q CURVE NUMBER FDIC CURVE DESCRIPTION C Y CITY ENGINEER. 3. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY ALL PERMANENT STRIPING & PAVEMENT MARKINGS FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC THAT EXISTING STRIPING AND MARKING CONDMONS REMAIN THE SAME AS ----- -- -- EVISED EXISTING SEWER UNE TAPER NUMBER FOR TAPER DESCRIPTION TO BE THERMOPLASTIC PAINT PER CALTRANS 10 SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL R 0 DAYS STANDARD SPECIFICATION ON SECTION 84, (4)-6" FOR TURF AND (1)-3" FOR TREES. PRIOR TO PAVINSHOWN IN THE G. PLANS. SHOULD CONDITIONS ---- --- s--- -- ------ -- -- ----- EXISTING GAS UNE ® ITEM OF WORK - SEE SCHEDULE 2010 EDITION. 11 CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH - 12 WIDE ACCESS GATE PER C.O.B. STD. 0-12. f 7 D S of -of -t` C DIG ATERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rn d M M rn U x co Q L I W U M 2 co 3 0 w to OU O v N jr w Y Q m Ln rn 0 co < C • to uu� U z J �--� CL ., � z � w z C) I O W m y C..') z Q cu O W 0� CD ; 0 Z � IL -� T ~ cn W �N c • to U z J �--� CL ., � z � w z C) I O W m y C..') z Q cu O W 0� CD ; 0 Z � IL -� T ~ cn W c L.�/• O.V.R. L.L.R./u-4Lj ,. malnuw1um STA 83+25.36 C.L. 54.00LT.= STA. 83+54.31, C.L 85 STA. 83+25.97, F.L. STA. 83+75.36, F.L. I- END TEMP. A.C. DIKE STA. 83+18.34, C.L. 52.00LT.- w SERRENDA MESA R STA. 83+19.27, F.L. = FUTURE R & P.O.C.-BEGIN CONSTRUCTION DEMO do REBUIL[ WATER STORAGE 8.C•- G.L. 54.ODLT� CURB & �� HANDICAP RAMF (n DISTRICT STA. 8i -I.- ' 4' F.L PER ,PLAN ci POINT- STA. 82+76.61, C.L. 54.00LL= AN(L GUTTER STA. 82+75.90, F.L. o W FUTURE CURB & C.L 54.00► -T.= q�ADE BRED 34,56L7. ANGLE PT. TEMP. A.C. DIKE 80+08.x. 26 C.L w o (n STA. 80+04.37, F.L. 1+ STA. 82+75.41 C.L. 37.69L Z o STA. "W RAD. I � _ cs 00 MATCN 78+0 4.60. CL 50.28LT.= B.G. J+35 ( OF SLOPE r �� STA. 81+35.36• G•L a STA 78+00.04, F.L 126 47_ _ ---- 1---- -. N89 46'30"E _ cnRt(T OF WAY _ 4 PR04'OSED -------- ----- - - _ . _.. _ - - -;os- - - - - - - -- --15-- --- ---- -------- 1 13 _ EXISTING SLOPE - -+ _ EASEMENT_ 81+00 - I ---- 7 _--- 4 13 80+00 1 389.67 2 1 9+00 >-- --.-- - 78 0- A ----- ---------�~-- -I_ - ---�------------- 0--- - -- -- ---- -- i N89'46'30"E - - - -"_-- --- ----------=---=---=- -=-=---=--- -- --- ------ .-- 4 _ - - - - - - 1 GRAD BREAK - E.C. N00'13'05"E RAD. FUTURE MEDIAN CURB STA. 80+35.49 C.L. 30.671 STA. 83+25.36, C.L. o N85'49 00 E _ - _ . __ __ __ ®_� ___ - - N8908'41"E y --- .1666. I. PROPOSED RIGHT-OF-WAY 6.12 IC 511 R7-9 2 _ � I TOP OF SLOPE 1 ,t 2:1 5 --~ �-- a. ---J. wAu N � S°EP�ARATLE uws I � � \ o R2 CA. IEND TAPER NO. 2/B.C/ -'K--TOE I ��E BEGIN TAPER N0. 2/ `O I I QF GRADE -BREAK GRADE BREAK ' � J MATCH LINE I I STA. 8 +28.90, C.L 54.00R .= STA. 81+48.90, C.L. 64.00RT.= I F.L. STA. 81+55.38; F.L. / \ o STA. 77+95.45, C.L. 49.76RT.= STA. Sb+35.01, STA. 78+01.52, `F.L. I I 1 i 11 I 12 13 6 ; 7 i 8 ' 9 morn f 2100 "' U141T1 MING AVENUE Lj Cn En VEST. TENT. (STA. 78+00.00 TO STA. 84+18.90) TR. 7255 SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL SOUTH ALLEN ROAD SEE SHEET 6 ,l NORTHWEST CORNER SECTION 12, T.30S.,R.26E. FD. 2" IRON PIPE W/ TAG RCE 17564 DOWN 12" RECORD PER CORNER RECORD 3-20-84 LS 4713 TAPER DATA NO. \`/ STATION f1� 80+28.90 54.00RT. 80+33.90 54.04RT. 80+38.90 54.16RT. 80+43.90 54.35RT. 80+48.90 54.63RT. 80+53.90 54.98RT. 80+58.90 55.41RT. 80+63.90 55.92RT. 80+68.90 56.5ORT. 81+08.90 61.5ORT. 81+13.90 62.09RT. ri .ry I A t � 63.03RT. 81+28.90 63.38RT. 81+33.90 63.65RT. o ao cra 1 63.98RT. 81+48.90 64.00RT. v cn i I SOUTH ALLEN ROAD SEE DETAIL ON SHEET 5 SEE SHEET 6 ,l NORTHWEST CORNER SECTION 12, T.30S.,R.26E. FD. 2" IRON PIPE W/ TAG RCE 17564 DOWN 12" RECORD PER CORNER RECORD 3-20-84 LS 4713 TAPER DATA NO. \`/ STATION OFFSET FROM 4 80+28.90 54.00RT. 80+33.90 54.04RT. 80+38.90 54.16RT. 80+43.90 54.35RT. 80+48.90 54.63RT. 80+53.90 54.98RT. 80+58.90 55.41RT. 80+63.90 55.92RT. 80+68.90 56.5ORT. 81+08.90 61.5ORT. 81+13.90 62.09RT. 81+18.90 62.60RT. 81+23.90 63.03RT. 81+28.90 63.38RT. 81+33.90 63.65RT. 81+38.90 63.85RT. 81+43.90 63.98RT. 81+48.90 64.00RT. EASEMENTLEGENDS: Q 30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. © 35' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. EXISTING LEVEE SLOPE EASEMENT PER L� COC. NO. 0205174823 DATED JUNE 7, 2005, O.R. 5' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER NO. 0205174823 O.R. ACITY OF BAKERSFIELD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOC. NO. 0206281011 O.R. ®CITY OF BAKERSFIELD SLOPE EASEMENT PER DOC. NO. 0208082406 O.R. F.L. LEGEND: ABBREVIATIONS FLOWUNE POVC CURVE TABLE C.L. CURVE RADIUS LENGTH TANGENT DELTA 1 1936.00' 170.82' 85.46' 05'03'19" 2 2000.00' 190.00' 95.07' 05'26'35" 3 30.00' 47.66' 30.55' 9101'54" 4 2054.00' 49.33' 24.66' 01'22'33" 5 2057.00' 192.42' 96.28' 1 05.21'35" 6 29.59' 48.44' 1 31.61' 1 93'46'41" F.L. LEGEND: ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE C.L. CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR ENO CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT-OF-WAY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. , EXISTING SURVEY MONUMENT > FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -E�o- FURNISH & INSTALL STREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO BE "LED" AS SPECIFIED IN 1.0.6. SPECIAL PROVISIONS SECTION 86-6.01 Q SEE DETAIL ON SHEET 5 RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1' - STOP "R4-1" - DO NOT PASS "W31(CA)' - END "R4 -7A" - KEEP RIGHT 'W75" - LANE ENDS MERGE LEFT 'R9-1" - RIGHT LANE ENDS 'W3-3' - SIGNAL AHEAD 'R26(CA)" - NO PARKING "W3-1" - STOP AHEAD 'R73-2(CA)" - LEFT AND 'W4-2"- PAVEMENT WIDTH TRANSITION U TURN ONLY WI4-2"- NO OUTLET "R81(CA)" - BIKE LANE *Wl --r _ DOUBLE ARROW "R7-9 - NO PARKING/BIKE LANE -Wg-1" - RIGHT LANE ENDS "R6 -1R" - ONE WAY -RT "R5-1" - DO NOT ENTER SECTION DESIGNATION: SECTION LETTER IL -- -- A _2 SHEET WHERE SECTION IS SHOWN - - D FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. �EXISTING STORM DRAIN LINE -___-___ _ _ _ __...- _ EXISTING SEWER UNE ----- -- -- EXISTING GAS UNE UtIb uns wA Irx LINL EXISTING TRAFFIC SIGNAL CONDUIT -- -- - ----- _--� �__-_ EXISTING INTERCONNECT SPLICE BOX INTERCONNECT FURNISH AND INSTALL CATCH BASIN TYPE "A' PER C.O.B. STANDARD D-14 ® EXISTING SEWER MANHOLE 0 EXISTING STORM DRAIN MANHOLE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT T83 TR5 1gs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION O ITEM OF WORK - SEE SCHEDULE El STATION DESCRIPTION A EASEMENT LEGEND BIKE LANE MARKINGS PER PER CAL -TRANS STANDARDS �► CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE STOP 'STOP' MARKING PER CAL -TRANS STANDARDS AW -0 "AHEAD" MARKING PER CAI. -TRANS STANDARDS ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. I CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -18. OCONSTRUCT HANDICAP RAMP PER DETAIL "1' ON SHEET 9. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 ED. OCONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. DETAIL ST -3. OINSTALL TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWUNE TO FLOWUNE. FURNISH AND INSTALL CONDUIT FOR FUTURE SIGNAL PER C.O.B. STD. DETAIL T-33 AND T-34 REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. OSAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 1Q FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6" FOR TURF AND (1)-3" FOR TREES. CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 12 WIDE ACCESS GATE PER C.O.B. STD. D-12. 2 CONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 NEW PAVEMENT MARKERS -SEE LEGEND. OCONSTRUCT 2' A.C. SWALE PER DETAIL 'B' ON SHEET 10 TO 5 ALLOW FOR MING AVENUE RUNOFF. NOTA. 1. MING AVENUE AND ALLEN ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL II AGGREGATE BASE OVER 1.65' COMPACTED O.G., MIN. R VALUE=59, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. 0-14 WITH OPENINGS RANGING FROM 4.0' TO 5.0' AS NOTED IN PLANS AND PROFILES. 3. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. DOUBLE FIXTURE STREET LIGHT DETAIL' NO SCALE SIZE U64 POST FlXTUIIE 24' BARRINGTON�POLE OLEO TOOWWNG 5214FP24 A850100HPS i 30" 1 iT BASE SLAB E C.O.S. D ST -14 IWxis" x3".a C HOR BOLTS KCAL 60 /3 TIES O SPACING (4)%"xis" x3" �t ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER li ■ z K DIG T Call: TOLL FREE 1-800-227-2600 AT LEAST TM DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA rn - 0 M M H rn U W � Z o I Q n Ld Ld U Go 3 0 Lu co O 1n �'•� N w Y a m a 0 U Z J CL = W � o � p Z O W ct co > z14 Q 0 Z W C_.-) W 0 c Z IL Cn F LULu Ct N co ,JCI 4 D 4 � w W W LL 0 00 E a: TENT. 7255 UNff 1 9 -4-4 VES v., w Z acorn Ld 5 Ln � \ " A v LL: 114'42" E Ld 85.00' Of 040— 1 16 C;cq M ()) I EASEMENT DIMENISION 18 < ci co co 17 rX, ++ 19 0 + + Im o) to 13 �d. v 0 ++ 14 I.- Lo Ln to Lo Lh w ci + + PR MAINTAINED SEPARATE PLANS Ix cy) (D Lo 0 21 20 PROPOSED BLOCK WAL \ \' a: TEMPORARY SUMP -7— VOLUME REQ'D: 0.24 AC -FT J, \\ ' , \ \ I d `�' 10!10 DIMENSIONS 85 'x 85' x 1.5' V1 i!s VOLUME PROVIDED: 0.25 AC -FT RIP RAP SWALE V, �n (n TO SUMP 5 51108 EXISTING as m ------EXISTING —TEMPORARY FLOWAGE 4-7 IIA N AND DRAINAGE EASEMENT R/w DOC. NO.0215042332 O.R.-- A A ---------------- ----------------------- ------------------------------------------------------------------- -------- ----- -- 4V- - - - - - - - - - - - - - - - - - - ---------- ----------------- 14 - ----- ---------- foo 55+00 9 DO ------------------------------------- 58+00 ------ �flt �:-,-_SOI *1 442'W-,-_­��::_,­_ \62+00 -------- 59+00 60+00 V, ---------------------------------------------- ---------- --- -- ---------------------- E -V -------------------------- ------------------ ----------------- --------------- ---------------------- - --------------------------------------------- --- ------- ---------- :77-- — — — — ----------- -- — — — — — — — — — — ------- -------------------------- EX. R/W EXISTING CURB & GUTTER/SIDEWALK EXISTING CURB & GUTTER/SIDEWALK EX. R/W EXISTING STREET UGHT-/ i \ \ - 30 RADE CITY OF BAKERSFIELD I / /'� SEWER LINE EASEMENT PER DOC. NO. 0198089669 O.R. P. 1NTMzrt%,nnm (STA. 54+16.84 TO STA. 64+36.19) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL STA. 84+18.90 C.L. MING AVE. MING AVENUE ABBREVIATIONS FLOE SEE SHEET 5 I POINT ON VERTICAL CURVE C.L. CENTERUNE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 4_1 +1 PRC 11 7 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC b- TIC TOP OF CURB PIVC POINT OF INTERSECTiON TP TOP OF PAVEMENT 8 OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. oo R/W RIGHT-OF-WAY @) FURNISH & INSTALL SURVEY MONUMENT PER C.O.S. SM. ST -13. C) C) — L -------- 63+001 co 64+0 742.0LO0' NAME SIGN PER C.O.S. SM. T-1. tel ------------ -- -------------------------------- -------- 77:7 -7- ----------------------------- I Of 376 --- --- -----------376 ui --- ------- --------- — — ------- 1 374 374 — ­ ---- — --------- Z r`j La GC _j 372 M uj W 04 La I.- LLI Loa < r 1 M 61u - C4 M LLj 370 CA + m; CL ---- -- ------- ------- 368 368 PAVEMENT_®- OFFIA, PROPOSED WEST FLOWLINE S_ a: Pk WEST SIDE OF ALLEN RD. CA < in .61% WEST FLOWLI 14E 'W OD ---------- r 366 366 _OX- - - - - - - - .47r co s__O126r- 7� 2M 364 364 RIP RAP SWALE TO SUMP V 362 -------- ------- -- - ----- APPROXIMATE- EXISTING 362J. E APPROXIMATE !GROUND SOUTHWEST - - - - - - - - - - - 2 - - - - - - - - I Lu"U"r 360 ----- - - - -- ---- ---- --- 360 TEMPORARY EASEMENT DOC: 0215042332 ---------- ------------- — ------ 358 - 358 TEMPORARY SUMP 356 ------- - -- ------- ----------- - 356 152+50 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 63+50 F.L. ABBREVIATIONS FLOE POVC I POINT ON VERTICAL CURVE C.L. CENTERUNE SVC 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 TIC TOP OF CURB PIVC POINT OF INTERSECTiON TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT-OF-WAY @) FURNISH & INSTALL SURVEY MONUMENT PER C.O.S. SM. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL ETRO STREET NAME SIGN PER C.O.S. SM. T-1. tel FURNISH & INSTALL i STREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE M BE "LED` AS SPECIFIED IN C.O.B. SPECIAL PRomsoNs SECTION 86-6.01 SEE DETAIL ON SHEET 5 1 LEGEND: (CONT.) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: Rj 'RI -1* - STOP "R4-1" - DO NOT PASS -W31(CA)- - END "R4 -7A" - KEEP RIGHT "W75' - LANE ENDS MERGE LEFT "119-11" - RIGHT LANE ENDS *W3-3* - SIGNAL AHEAD "R26(CA)* NO PARKING *W3-1" - STOP AHEAD "R73-2(CA) - LEFT AND "W4-2* - PAVEMENT WIDTH TRANSITION U TURN ONLY 'WI4-2" NO OUTLET - BIKE LANE "WI -7" DOUBLE ARROW :R81(CA)- R7-9' - NO PARKING/BIKE LANE -Wg-l* RIGHT LANE ENDS "R6 -1R" - ONE WAY -RT "R5-1" 00 NOT ENTER SECTION DESIGNATION: SECTION LETTER ][53 !L5 w 2 SHEET WERE SECIION IS SliOm _D FURNISH AND INSTALL STORM DRAIN opo PER CITY STANDARDS. --- ----- EXISTING STORM DRAIN LINE EXISTING EWER LINE ------ EXISTING GAS LINE LEGEND: (COa ------- EXISTING WATER LINE EXISTING TRAFFIC SIGNAL CONDUIT EXISTING INTERCONNECT SPLICE BOX EXISTING INTERCONNECT FURNISH AND INSTALL CATCH BASIN TYPE 'A' PER CO.B. STANDARD D-14 is EXISTING SEWER MANHOLE 0 EXISTING STORM DRAIN MANHOLE —Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT _1c FURNISH & INSTALL INTERCONNECT CONDUIT ][53 !L5 w - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SZE CURVE NUMBER FOR CURVE DESCRIPTION opo TAPER NUMBER FOR TAPER DESCRIPTION O ITEM OF WORK - SEE SCHEDULE LEGEND: (CONT.) F11 STATION DESCRIPTION A EASEMENT LEGEND MFN-o- BIKE LANE MARKINGS PER PER CAL -TRANS STANDARDS J ► CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPUCABLE gop *STOP" MARKING PER CAL -TRANS STANDARDS AHM `AHEAD" MARKING PER CAL -TRANS STANDARDS ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. SM. ST -1. OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. SM. ST -18. CONSTRUCT HANDICAP RAMP PER DETAIL "11" ON SHEET 9. OPAINT 12* LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84. 2010 ED. OCONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON SM. DETAIL ST -3. INSTALL TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS M GO FROM FLOWUNE TO FLOWLINE. OFURNISH AND INSTALL CONDUIT FOR FUTURE SIGNAL PER C.O.B. SM. DETAIL T-33 AND T-34 REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE - OSAWCUT EXISTING E.P. f BACK OR AS DIRECTED BY CITY ENGINEER. 10 FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6- FOR TURF AND (1)-3- FOR TREES. OCONSTRUCT DRIVEWAY PER C.O.B. SM. DETAIL ST -2 WITH 11 12' WIDE ACCESS GATE PER C.O.B. SM. 0-12. FD. 2" I.P. TAGGED RCE 17564 1.0' DEEP FOR N.E. COR. SEC. 11 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 30.00' 47.66' 30.55' 91'01'5e EASEMENT LEGENDS: 30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. A 35' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER DOC. NO. 0205174822 & 0205264430 BOTH O.R. A EXISTING LEVEE SLOPE EASEMENT PER DOC. NO. 0205174823 DATED JUNE 7, 2005, O.R. 5' WIDE CITY OF BAKERSFIELD LEVEE EASEMENT PER NO. 0205174823 O.R. CITY OF BAKERSFIELD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOC. NO. 0206281011 O.R. CITY OF BAKERSFIELD SLOPE EASEMENT PER DOC. NO. 0208082406 O.R. CONSTRUCTION NOTES: (QQNJ)� /1--O\ CONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE ACCESS GATE PER C.O.B. SM. D-12. 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 NEW PAVEMENT MARKERS -SEE LEGEND. U5 CONSTRUCT 2' A.C. SWALE PER DETAIL Is ON SHEET 10 10 ALLOW FOR MING AVENUE RUNOFF. NOTES: 1. MING AVENUE AND ALLEN ROAD PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CIL 11 AGGREGATE BASE OVER 1.65' COMPACTED O.G., MIN. R VALUE=59, TO BE COMPACTED TO 952 RELATIVE DENSITY PER C.O.B. SM. ST -9. 2. ALL CATCH BASINS TO BE TYPE "A" PER C.O.S. STD. D-14 WITH OPENINGS RANGING FROM 4.0' TO 5.0' AS NOTED IN PLANS AND PROFILES. 3. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 02-ov-14 r 1 -1 C. 0"Fric D DIP �"N DIG AT ERT Call: TOLL FREE 1-800-227-2600 AT LEAST TW DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0) C) rf) rn cy) 7* w 0 z 0 0 Z u- -i < w W CJ r00o _j w co C) a: co NV) C-4 Ir w m I �mm�i co z CL cz CC opo 44-4 0 oc cz z z Lu j2 LU 00 C:d cc co) CL 2 w Lu Lu V ix CIO I co z CL cz CC opo 44-4 0 oc cz z z Lu j2 LU 00 C:d cc co) CL 2 w Lu Lu V ix CIO I H-- Lll W J O ' J W NORTH Y4 COR. SECTION 11, m T30S., R.26E., 2" IRON PIPE NORTH UNE OF PROPOSED RIGHT-OF-WAY LS 4383/ BY SINGLE PROPORTIND O SECTION 11 I N - -- -- -- - - - -- 2650.57 50206- 1 (FUTURE) 5 I � (FU0205TURE) ' I .n MATCH UNE DETAIL 278 I BEGIN DETAIL 27B(T) STA. 65+00.00, C.L. 5.00RT. STA. 53+05.62, C.L. 1200RT. FUTl RE MEDIAN CURB - - - - - - - - - - - - - 52+Q+ 0 53+ ------54+00"------- 55+Q0---------56+00'-------57+OQ---- - --58+00--- - "59+00'- S89'46'S5"E 60+00-------'-- 61+00 ---'-'----62+00--- - ----63+00------ --64+00------'-�- 6 +0 BEGIN DETAIL 22 STA. 53+05.62, C.L. 24.00RT PROPOSED MEDIAN CURB -o/7' DETAIL 27B(T) N 1Y ----------•----a 0, 10, PROPOSED FLOWLINE DETAIL 22(T) I co ;n DETAIL 22(T) m v °f DETAIL 39 DETAIL 39 � 15 14� 13 -_ _ _ _ DETAIL 39 W =�----- i ---TRS _ C - ' IC - - - - IC _ _ IC - - - - �C _ _ 1C C / Y R7-9 - - - - - R7-9 5110 R7-9 I - - - - N - - - - - - - - - - - - - - iC - - - - IC '� DETAIL 38 J BEGIN DETAIL 39 R _g 07-9 - 51104 1 STA. 53+05.62, C.L. 43.00RT. PROPOSED RIGHT-OF-WAY 26 CA) F- C Ieffil�IIII�P. 1111- ---------------------- ---- --- --- l4 6'i . BEGIN DETAIL 38 MATCH UNE DETAIL 38 MATCH UNE DETAIL 38 C J - ENO DETAIL 38 STA. 65+85.86. C.L. 4 5110 1 - - I--------------r-y- BEGIN DETAIL 39 12" WIDE CONTINUOUS STA. 67+16.86, 1 4 WHITE CROSSWALK UNE LtUtNU: ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE -�-- DETAIL 9 MING AVENUE CENTERUNE STA. 63+91.04, C.L. 47.00RT. STA. 65+00.00, C.L 47.00RT BEGIN VERTICAL CURVE _ ELEVATION EVC STA 81+39.51, C.L. 8.5; (STRIPING PLAN) BEGIN CURB RETURN J POINT OF INTERSECTION ECR END CURB RETURN Z ^ C DETAIL 278 T 53LT. B.. 32 BEGIN CURVE STA. 53+05.62, C.L. TO STA. 65+00.00 C.L. a '- END CURVE TC a J UO STA. 81+38. 58 C.L Lj TP TOP OF PAVEMENT SCALE: 1" = 50' STA. 83+42.57 C.L. 48.00RT. J I,0 FC FINISH CONCRETE STA. 81+35.37 C.L. Z'C7 J' FACE OF CURB a. N 12 Q a- Q'Q B C. BEGIN DETAIL 18.93LT. _ EXISTING SURVEY MONUMENT I 14 BEGIN DETAIL 39 ( 'W m � STA. 80+96.16 C.L W m z^ d 1 i z w W CURB &GUTTER - _ - FUTURE �' � m � PROPOSED RIGHT-OF-WAY 19 B.C.-DETAIL 28(1) E.C.-DETAIL 27B (F50202) W WR{GHT-OF E.C.-DETAIL 28(1) WAY -..--- - - �_- �W - - - STA. 76+66.52, C.L. 11.63LT. NORTH UNE OF - _ SECTION 11 _ ._..: .. - -- -- -- -- -- -- CZ H 50204 - - -- - --- _ __.._ __ 7- _. ._ -- .. -_ _. .- __ __- -- - _-- __ _. - . _ .- _.. _. -_ _ _ 50203 ___ _" _.- _ _- _ __ .. -._ -:.- - _ _ _ _._ ==- - - -- _._.- NORT}rULINE OF (FUTURE) FUTURE CURB do GUTTER I (FUTURE) ANGLE POINT DETAIL 27B(T)ANGLE POINT DETAIL 27B(T)11-- MATCH UNE DETAIL 278 I ANGLE POINT DETAIL 2 STA. 74+33.12, C.L. 0.51LT• STA. 75+55.63, C.L. 3.26LT.-- - STA. 6 +00.00, C.L. 12.00RT. STA. 68+33.12 C.L. 12.00RT. PROVIDE CMP RISER DELINEATORS (TYPE F) TYP. M DIAELCl1RR Ln g - C.L. _ ____ � 78+W --- - 65+ 0'-- - ---* ---66+QO ---- - - - - - - - - - - �,-_67+00 68+00 69+00�-- -- - --FURMRE - - - - - - -7Q+00---------71+00-------- -72+00--- _----73+00=--*�-.---74+00- TEMPORARY A.C.D C ---'-� = STA. 75+55 _ _ --___ ----- 4-1 - Jr-- -�- - - - - -- -' 77+00 '- - ------------ - - _ r 12 6 DETAIL 27B(T) PROPOSED MEDIAN CURB - - - DETAIL 278(1) - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - -1- ST 77+45.69 C.L. E.C.-END DETAIL 22(T)/ Q BEGIN DETAIL - - - - - - - - - - TYPE VI (L) ARROW ' 39 STA 78+04.54, C.L 20.02RT. a, A_,.IL LnE,C.-DETAIL 39 DETAIL 39 DETAIL 22(1) o� - - ETAIL 39 STA. 77+15.80. C.L 43.47RT. DETAIL 38 _ _ - - - 511 MATCH UNE DETAIL 38 C J - ENO DETAIL 38 STA. 65+85.86. C.L. 4 5110 1 - - I--------------r-y- BEGIN DETAIL 39 12" WIDE CONTINUOUS STA. 67+16.86, 1 4 WHITE CROSSWALK UNE STA. 83+37.39 C.L. 37.00LT E.C.-END DETAIL 9 1 STA. 83+38.12 C.L. 25.00LT. + TEMPORARY A.C. DIKE - Wi 0 �I 2 18 79+00 _ '+00_ - 1 .r.-- �----------'�� 4 WHIT 78 FUTURE EMEDDI� - - - - END TAPER DETAIL 28 3 - - pETAIt 2i C.L. 3.96LT. o, - -" -r - - 13EGIN TAPER STA. 81+24.04, 5 8 2 STA. 80+15.36, C.L. 15.663RT. TAtt � � �*^�411 R7-9 � DETAIL 22(T) DETAIL 39 --\ W3_1 E.C.-END DETAIL 22(T)/ _ �--- - - BEGIN DETAIL 9 _ _ - _ - - -""" '- -9 STA. 78+04.54, C.L. 20.02K F.L. LtUtNU: ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE -�-- DETAIL 9 B.C. DETAIL 29(T) CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC STA 81+39.51, C.L. 8.5; BCR BEGIN CURB RETURN J POINT OF INTERSECTION ECR END CURB RETURN a ^ C DETAIL 278 T 53LT. B.. 32 BEGIN CURVE ' a '- END CURVE TC a --- ---- - - -- STA. 81+38. 58 C.L Lj TP TOP OF PAVEMENT EXISTING GAS LINE STA. 83+42.57 C.L. 48.00RT. OF VERTICAL CURVE FC FINISH CONCRETE STA. 81+35.37 C.L. Z'C7 J' FACE OF CURB a. N 12 Q a- n + B C. BEGIN DETAIL 18.93LT. _ EXISTING SURVEY MONUMENT I 14 BEGIN DETAIL 39 ( -(ED- � STA. 80+96.16 C.L Q m z^ d 1 i z w <n CURB &GUTTER - _ - FUTURE �' Q m � PROPOSED 19 B.C.-DETAIL 28(1) _ � STA. 83+37.07, C.L. 9.0OLT. WR{GHT-OF E.C.-DETAIL 28(1) WAY -..--- - - - �W - - - NORTH UNE OF W _ SECTION 11 cn _ CZ H - -'1A -(L)-A- OW 80+00 STA. 83+37.39 C.L. 37.00LT E.C.-END DETAIL 9 1 STA. 83+38.12 C.L. 25.00LT. + TEMPORARY A.C. DIKE - Wi 0 �I 2 18 79+00 _ '+00_ - 1 .r.-- �----------'�� 4 WHIT 78 FUTURE EMEDDI� - - - - END TAPER DETAIL 28 3 - - pETAIt 2i C.L. 3.96LT. o, - -" -r - - 13EGIN TAPER STA. 81+24.04, 5 8 2 STA. 80+15.36, C.L. 15.663RT. TAtt � � �*^�411 R7-9 � DETAIL 22(T) DETAIL 39 --\ W3_1 E.C.-END DETAIL 22(T)/ _ �--- - - BEGIN DETAIL 9 _ _ - _ - - -""" '- -9 STA. 78+04.54, C.L. 20.02K F.L. LtUtNU: ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE -�-- DETAIL 9 C.L. CENTERUNE 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 --- ---- - - -- PIVC POINT OF INTERSECTI TP TOP OF PAVEMENT EXISTING GAS LINE STA. 83+42.57 C.L. 48.00RT. OF VERTICAL CURVE FC FINISH CONCRETE STA. 81+48.90, C.L. 52.00RT. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY 12 Q FURNISH do INSTALL S RVEY MONUMENT PER C.O.B. STD. ST -13. DETAIL 39/IdATCH UNE EXISTING SURVEY MONUMENT STA. 65+00.00, C.L. 43.00RT. 14 BEGIN DETAIL 39 FURNISH do INSTALL METRO STREET NAME SIGN PER C.O.B: SID. T-1. -(ED- FURNISH & INSTALL S�REET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO BE "LED" AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 16 SEE DETAIL ON SHEET 5 1 DETAI dor►- DETAIL 3 N 6 I -�-- DETAIL 9 "114-7A" - KEEP RIGHT "WI - LANE ENDS MERGE LEFT 50' SOU DETAIL 39 " 4 STRIP DETAIL 38 ^ 1173-2 CA)" - LEFT AND � I I PROPOSED RIGHT -OF -WAN/ END DETAIL 39 I STA. 80+28.99, C.L. 49.0ORT. 1 1 1 � MING AVENUE (STRIPING PLAN) STA. 78+00.00, C.L. TO STA. 88+00.00 C.L. SCALE: 1" = 50' LEGEND: (C0 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: RI-I� ONOT - ----- ¢ --- = --- R4-1" - DOOPASS "W31(CA)" - END "114-7A" - KEEP RIGHT "WI - LANE ENDS MERGE LEFT "R9-1" - RIGHT LANE ENDS "W3-3" - SIGNAL AHEAD :R26(CA)" - NO PARKING "W3-1" - STOP AHEAD 1173-2 CA)" - LEFT AND "W4-2" - PAVEMENT WIDTH TRANSITION U TURN ONLY "W14-2" - NO OUTLET :R81(CA)- - BIKE LANE "Wl _ DOUBLE ARROW 'R7-9" - NO PARKING/$IKE LANE -W9-1" - RIGHT LANE ENDS R6 -1R" - ONE Will "R5-1' - D NOT ENTER SECTION DESIGNATION: SECTION LETTER L-- -- A _2 SHEET U -SE SECTKIN IS SHOWN - - FURNISH AND INSTALL STORM DRAIN Q PER CITY STANDARDS. --- ---- - - -- EXISTING STORM DRAIN UNE ® EXISTING SEWER UNE ------- �__.___ ___. _ _ EXISTING GAS LINE EXISTING WATER LINE I I I11 / ` ' I ,, STA 75+62.18, C.L. 43.00RT. MING AVENUE B.C. 5TAIL 22(1) STA. 75+55.69, C.L. 24.00RT. (STRIPING PLAN) STA. 65+00.00, C.L. TO STA. 78+00.00 C.L. SCALE: 1" = 50' SOUTH ALLEN ROAD SEE SHEET 8 FOR STRIPING PLAN BEGIN DETAIL 38A IN STA. 84+95.06, C.L. 13.00LT. REMOVAL DETAIL %I) t ` BEGIN 4" SOLID LINE STA. 86+81.99 C.L. 47.00 LT. .�` " ♦ STA. 84+94.00, C.L. 25.00LT. - -- - - - END DETAIL 9/ - - - - -" END REMOVAL DETAIL T 4) CHANNEUZERSo+ 1 EXIST DETAIL 38 TO REMA STA. 88+08.10, C.L. 25.01 (�,_ _ _� REMOVE EXISTING - IY°`�AA 1WIDE �SU�°EXITDETAIL 39 TO REMAIN MARKING WHITE CROSWLINE ` 7E.. NEW DETAIL 9 A8 . +25.37 C.L.52�ra °° 93.53' P S89'46'55"E 84+00 - --8 +00__- - , - NEW DETAIL 2 S-130 m_ _ e _ _EXIST. DETAIL 38(17 m._._ 88+00 - �- - 89+00 a, 7 14 STA. INTERSECTION 90 C.L, - -- EXIST. AIN __ CL INIERSEC110N � _._._ TO. REMAIN___ EXIST. DETAIL 9 TO REMAIN MING AVENUE END DETAIL 38/ 9 o REMOVE EXISTING GORE BEGIN REMOVAL DETAIL 38 _ _ _ STA 87+46.95. C.L. 13.01 (TYPICAL) NORTHWEST CORNER -- t SECTION 12, T.30S.,R.26E. FD. 2" IRON PIPE W/ TAG ' I RCE 17564 DOWN 12" y� 1 RECORD PER CORNER RECORD 319 3-20-84 LS 4713 SOUTH ALLEN ROAD SEE SHEET 8 FOR STRIPING PLAN LEGEND: (CONT. ❑1 STATION DESCRIPTION Q EASEMENT LEGEND INFR-I BIKE LANE MARKINGS PER PER CAL -TRANS STANDARDS 01 CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE STOP "STOP" MARKING PER CAL -TRANS STANDARDS AHM "AHEAD" MARKING PER CAL -TRANS STANDARDS CAL -TRANS TYPE VI ARROW LEFT OR RIGHT AS APPLICABLE ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING do PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. jQ 0 EXISTING TRAFFIC SIGNAL CONDUIT - ----- ¢ --- = --- --- EXISTING INTERCONNECT SPLICE BOX . ------- -_-----____- - EXISTING INTERCONNECT FURNISH AND INSTALL CATCH BASIN TYPE "A" 0 PER C.O.B. STANDARD 0-14 ® EXISTING SEWER MANHOLE 0 EXISTING STORM DRAIN MANHOLE CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 9. FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT Ts DETAIL 9 FURNISH & INSTALL IRRIGATION CONDUIT IR © FURNISH do INSTALL INTERCONNECT CONDUIT Ic 1G3 Tg5 Y&6 FURNISH do INSTALL SPLICE BOX FOR INTERCONNECT SOLID LINE TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE Q CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE LEGEND: (CONT. ❑1 STATION DESCRIPTION Q EASEMENT LEGEND INFR-I BIKE LANE MARKINGS PER PER CAL -TRANS STANDARDS 01 CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE STOP "STOP" MARKING PER CAL -TRANS STANDARDS AHM "AHEAD" MARKING PER CAL -TRANS STANDARDS CAL -TRANS TYPE VI ARROW LEFT OR RIGHT AS APPLICABLE ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING do PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. jQ 0 BEGIN DETAIL 38 STA. 81+35.37, C.L. 7.63RT. ❑2 END DETAIL 38 STA. 83+39.82, C.L. 3.00RT. 0 BEGIN DETAIL 38 O STA. 81+35.37, C.L. 17.64RT. F END DETAIL 38 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 9. STA. 83+40.43, C.L. 13.00RT. aBEGIN DETAIL 9 CONSTRUCT 2' A.C. SWALE PER DETAIL "B" ON SHEET 10 TO STA. 81+35.37, C.L. 29.65RT. © END DETAIL 9/BEGIN SOLID UNE STA. 82+90.73, C.L. 25.42RT. QEND SOLID LINE SIDEWALK SPECIFICATIONS ON STD. DETAIL ST -3. STA. 83+41.16, C.L. 25.00RT. ®BEGIN DETAIL 39 TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH STA. 81+48.90, C.L. 48.00RT. aEND DETAIL 39 W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM STA. 83+42.57 C.L. 48.00RT. 10 BEGIN DETAIL 38 CL STA. 81+48.90, C.L. 52.00RT. 11 END DETAIL 38 0.50' 1 AGGREGATE BASE OVER 1.65' COMPACTED O.G., MIN. R STA. 83+42.57, C.L. 52.00RT. 12 DETAIL 22(T)/MATCH LINE STA. 65+00.00, C.L. 24.00RT. 13 DETAIL 39/IdATCH UNE cj) STA. 65+00.00, C.L. 43.00RT. 14 BEGIN DETAIL 39 I W STA. 63+91.04, C.L. 43.00RT. 15 END DETAIL 39 STA. 63+08.85, C.L. 43.00RT. 16 END DETAIL 39 Z STA. 65+85.86, C.L. 43.00RT. 17 B.C.-DETAIL 28(1) W STA. 81+39.67, C.L. 4.55LT. 18 E.C.-DETAIL 28(1) > STA. 83+29.38, C.L. 9.00ILT. 19 B.C.-DETAIL 28(1) Q STA. 83+37.07, C.L. 9.0OLT. 2O E.C.-DETAIL 28(1) STA. 83+36.83, C.L. 13.00LT. 21 END 4" SOLID UNE/BEGIN DETAIL 9 ID STA. 85+44.00, C.L. 25.00LT. rn C M M �cy) Of =) Q U O d� Q _I I W V � 3 0 w co co .� N X W Y Q m CONSTRUCTION NOTES: CONSTRUCTION NOTES: (CONI) _r 1 CONSTRUCT TYPE "B" CURB do GUTTER PER C.O.B. STD. ST -1. E 12 CONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -18. ACCESS GATE PER C.O.B. STD. D-12. a" O 13 EXISTING POWER POLE AND DORM GUY TO BE RELOCATED BY OTHERS. 3O CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 9. 1¢ NEW PAVEMENT MARKERS -SEE LEGEND. Ex 6 OPAINT 4 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS CONSTRUCT 2' A.C. SWALE PER DETAIL "B" ON SHEET 10 TO STANDARD SPECIFICATION ON SECTION 84, 2010 E0. 15 O ALLOW FOR MING AVENUE RUNOFF. z G= 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. - OCONSTRUCT SIDEWALK SPECIFICATIONS ON STD. DETAIL ST -3. NOTES: - I & TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH c�Cc ©INSTALL W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM 1. MING AVENUE AND ALLEN ROAD - CL CL I „Co'0 '. C) R N OFURNISH AND INSTALL CONDUIT FOR FUTURE SIGNAL PER C.O.B. STD. 0.50' 1 AGGREGATE BASE OVER 1.65' COMPACTED O.G., MIN. R DETAIL T-33 AND T-34 VALUE=59, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. w ■ ® REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. 2. ALL CATCH BASINS TO BE TYPE A PER C.O.B. STD. D-14 WITH OPENINGS RANGING FROM 4.0' TO 5.0' AS NOTED IN PLANS AND PROFILES. O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS 10 FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS (4)-6" FOR TURF AND (1)-3- FOR TREES. PRIOR TO PAVING. OCONSTRUCT DRIVEWAY PER C.O.B. SIO. DETAIL ST -2 WITH 11 12' WIDE ACCESS GATE PER C.O.B. STD. 0-12. l 170. 1111111!11 U z CL Z Z - o a CD c�Cc 0 Z CL CZ co rc C.I Z cj) Q) I< I W C KW Z C W W > Q �Q CL ID W cn CZ H c E W U. 0 U z CL Z Z - o a CD c�Cc 0 Z CL CZ co rc C.I Z cj) Q) I< I W C KW Z C W W > Q �Q CL ID W cn CZ H c E W U. 0 N N U N ci m J J m v 0) ci M nl J N J M \ W + W + f \ O d O d \ \\ 2 m 2 in \LLI t~/1 m N r H J Q J J J J J J J M co Q 00 M M N N O ^ N J •- II N J M J N N d Q00 N d H U J M J O N W H U p W U W U VEST. TENT. 7255 U J Z U UNIT it �� p W J �, CO ui N C) o - M Q 06,z Q Of t / m m O1 O Z Z Co. 4m Ld CD 01',_\ n N� CMO ' d+ N ~ m U Z 21 20 I �� a�1 + Jo18 I 17 16 JII w Ls ;!s I 14 a+ ` 13 Not C9 +"U' + \\ / Z + I z + + D U' + I O Q p \ JN / t0 I m m 1Y1 F ILi AL1 a If) Z O ___z N Q + - l.9 F- J 1 Z Q N N c� � 1 1-- N Q W _ Z Z cc t- � '\l"4ry. D O N • d Q v w <c 'CJ H"CJ H Fa 2 Fa- m~ U a+ < N / NW N D 1 N 4J N \ - - - Z - - - D_ n p \ n z � \ \ � 51108 0�ph,- � v wcn I CTI4 N p � m \ 14 DETAIL 39 14 14 W,y, \ \ \ TRACT BOUNDARY EX - - - _ {' _ _ .___-_. --REMOVE EXIST. WIDE CONTINUOUS \ \ IST. CONC. MEDIAN TO REMAIN - 4 - {TYPICAL)- - WHITE CROSSWALK U +00 \ v 56+• _ :- _.. - _ _ _ _- __ _ - , - _ . _ _. _ _ �. _:� _ _..._w _ _. _. _ _ _ _ .. .__. _ _ DETAIL 38A -_ _ 58+00 T-tv - +00 N01'14'42"E 59+00 N1'14'42"E 742.00' 60+00 i' MING AVENUE SEE SHEET 7 FOR STRIPING PLAN O�O I + M ell O Y O v - v 63+00 742.00 \ v - sy R \ .,,.... ....... ,:,<.... -z - vEXIST. DETAIL 38 TO REMAIN EXIST. DETAIL 9 TO REMAIN EXIST. SOLID LINE TO REMAIN--� v EXIST DETA I - - --- _ IL 39 IV Mr -MAIN _ 4 1 EXIST. DETAIL 38 TO REMAIN \ M, M 4 ;� J ~ J M Qjr W Q O 0 Q 00 N W SOUTH ALLEN ROAD W Xa � Q STRIPING PLAN)WIn ~" =Q STA. 56+00.00, C.L. TO STA. 65+00.00 C.L. 0 M a J ° °m° a z o m SCALE: 1"= 50' `^o Q n `� wo + w+ J� W 4m WO (- N JJ Z Wco Q U w� ZWH mN Wm� pQ z 1 o 001 Z'A 0 c4 CO BEGIN'' DETAIL 9/ BEGIN REMOVAL EXIST 27B _ STA. 4+80.88 C.L 2 . 4 LT. <1:3W,.• ZY :5 END DETAIL 38/ DETAIL 39 STA 66+27.73 C.L. 48.00 LT. STA. 66+27.73 C.L. 52.00 LT. / II W V m� 'r 50' OF EXIST. STRIPE TO MAIN EXISTING INTERCONNECT SPLICE BOX N r+M ao m CD _ _�..z W W Z W PER C.O.B. STANDARD D-14 O O STA. 65+60.00, ' C.L. TO STA. 74+00.00 C.L. 0 d Co N N END DETAIL 39/ END REMOVAL E) STA 73+92.71 C EXIST. DETAIL 39 TO REMAIN Co J 'r 50' OF EXIST. STRIPE TO MAIN EXISTING INTERCONNECT SPLICE BOX J L i ao 64+00 _ _�..z W W Z W PER C.O.B. STANDARD D-14 O O STA. 65+60.00, ' C.L. TO STA. 74+00.00 C.L. 0 d _Y:5n J SCALE: 1" = 50' i � U Qa m \ J J M1 T' L Go v ci W t�EXIST. BETA 9 N M iI TO REMAIN R 'R1-1" - STOP � ^ C.L. D + e "R4-1" - DO NOT PASS cam+ 04 ELEV jJ EVC END VERTICAL CURVE "R4 -7A" - KEEP RIGHT "W75 - LANE ENDS MERGE LEFT t0 BEGIN CURB 2 - Q "R9-1" - RIGHT LANE ENDS "W3-3" - SIGNAL AHEAD ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)' - NO PARKING N N INSTALL (4) � PCC POINT OF COMPOUND CURVATURE CHANNEUZERS PER "W4-2" - PAVEMENT WIDTH TRANSITION EC C.O.B. STANDARDS. TC TOP OF CURB CLEF ONLY "R81(CA)" "W14-2' - NO OUTLET PIVC POINT OF INTERSECTION TP TOP OF PAVEMENTV-9*_ - BIKE LANE KE "WI -7" -DOUBLE ARROW LANE •Wg-1" F.O.C. OF VERTICAL CURVE FACE OF CURB FC FINISH CONCRETE R/W RIGHT-OF-WAY Co SOUTH ALLEN 'r 50' OF EXIST. STRIPE TO MAIN EXISTING INTERCONNECT SPLICE BOX ` L i ao 64+00 _ _�..z W W Z W PER C.O.B. STANDARD D-14 ® STA. 65+60.00, ' C.L. TO STA. 74+00.00 C.L. 0 EXISTING STORM DRAIN MANHOLE _Y:5n J SCALE: 1" = 50' i IR U Qa m IC ABBREVIATIO M1 T' L FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ' W t�EXIST. BETA 9 N F.L. iI TO REMAIN R 'R1-1" - STOP U10 C.L. D + e "R4-1" - DO NOT PASS MING AVENUE SEE SHEET 7 FOR STRIPING PLAN � v CO nSERRENDA MESA U �� �04 WATER STORAGE FD. K.C.W.A. 3 1/2- BRASS - oo _ DISTRICT _ = _- _ ... ._ MM . _. _ .._ .-- .- _ CAP MKD. LS 4258��FOR��N:W. ---- -- - - - --- - ----------------- --- COR. SEC. 11, 30/26 CONSTRUCT 6' CHAIN LINK _.-- _. -- _ -- - -- _- -- _- _- -- _- _.._ .... Z ��? _ __ ._ _. FENCE .W/ REDWOOD SLATS ���� as ALONG RIGHT-OF-WAY/ in NN SECTIO NE _ - -- -- - - - -- 2190.19 - -- - - - _._ ` X89' 460.38' ----------- __6I v TRACT I ivoz BOUNDARY----,, FUTURERB GUTTER _ _ . _ u.,. 10 � _. - ---- & - to W ---.. ----- -- �-------------- ----- ---- ---_ -- ----- --- � -. - - voice ------------------ o r- FUTURE MEDIAN - jS89'46'55"E 52+00 2190.98' URS- _ - -54+00 - - - - 55+00 - - _ :1 S89'46 55 459.49 I PROJECT BOUNDARY STA. 53+05.62, C.L 130' WIDE PUBLIC 35' WIDE CITY OF BAKERSFIELD RADIAL i 2Go RADIAL I ACCESS EASEMENT LEVEEE EASEMENT PER DOC.- _ _ _ T.4 _ _ PER DOC. N0. N0. 0205174822 & ; u-) FUTURE CURB o / & GU R L1 1 0206107906 O.R. 0205264430 BOTH O.R. 1 zoo ® / N00'13'05"E 1R5 _ IC - IC w R7-9 / / Oj RADIAL R -9 R7-9 mW r (I o m N89.46'55"W N89.46'55"W � 5 (;R:OPO:SED RIGHT -Of -WAY j W RADIAL RADIAL p --- - o �- m I I m� oCco- I n ",� - 15 I OW I I Zw000 I9 C4 < uirnrn00 U1 s0 c0\ , CA o �, J_j v MM 10 11 w Z I I Z W WZ gnin \N. ' ��� m cnu'f-z m ' ' \\VEST. TENT. 7256 NI I_ MING AVENUE 01 I ACCESS ROAD ^ I I ^ TRACT QSECONDARY � BOUNDARY STA. 53+05.62, C.L. TO STA. 56+00.00 L. g SCALE: 1" = 50' I I � z W I Y DEDICATM • 8' ss REMOVE ALL SIGNAGE & i i NOT co t4 PAVEMENT MARKINGS THAT REPRESENT RIGHT LANE DROP I ( 51 Nc F Gi iT • wS 'c°cc'�$�iy'c'��h'��A'r��c'cZ��'<A'iA'._'t'ti:2t'��'c�i'd<'c:`c�''.'�`:A'F'e'e'c��'�V'�'e'z'c'c•v''�'c'e�c�c`a'a''cF�c'%'c'c���''�'2t'i�A'c'c'e'°e'c`c'�'t'ic'�':�'c'c'ti'e`t'e�'^c'�c�\�$'�cA''tie`e$'a�'��2a�''c'e'���`zre@�:c3� � .,.,... _m...._-.wRE.MOVE EXISTING....•..-_�_ _� ._ �..._, ._..�.�.�_.-.�..„�__....c ..... .- ......._..._........_._. _...�...., ,_... _.. _ _ __... .,.�._..._.._..�.. ..�_ - - - - - - - - - - - - - - - - - - - - . - - . - - . - - PAVEMENT MARKING (TYP. ALL) 68+00 NOO-31'54"E 69+00"-- - --_._ ..;_ _-__-70+00 ----- -- .-...____.-- 71+00_ - 74t0O ___.-__. ....-_-- 75+00 _r. =� ��- 7$+00., z: EXIST. CO NC. MEDIAN TO REMAIN -EXIST. DETAIL 9 TO REMAIN w - O1 CONSTRUCT TYPE "B" CURB & GUTTER iPER C.O.B. STD. ST -1. OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10' REVEAL PER C.O.B. STD. ST -18. O3 CONS UCT HANDICAP RAMP PER DETAIL i "1" ON SHEET 9. OPAINT 2" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 ED. OCONSTf UCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEW SPECIFICATIONS ON STD. DETAIL ST -3. ©INSTALL TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. OFURNISH AND INSTALL CONDUIT FOR FUTURE SIGNAL PER C.O.B. STD. DETAIL -33 AND T-34 ® REMOVE EXISTING SIGN AND BARRICADE ' AND SALVAGE SAME IF POSSIBLE. i OSAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 1O FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SLEEVE CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6" FOR TURF AND (1)-3" FOR TREES. 11 CONS CT DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 12' WID ACCESS GATE PER C.O.B. STD. D-12. CONSTRUCTION NOTES: (C 12 CONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 NEW PAVEMENT MARKERS -SEE LEGEND. OCONSTRUCT 2' A.C. SWALE PER DETAIL "B" ON SHEET 10 TO 15 ALLOW FOR MING AVENUE RUNOFF. NOTES: 1. MING AVENUE AND ALLEN ROAD - PAVEMENT TO BE 0.45' TYPE "A' A.C. OVER 0.50' CL II AGGREGATE BASE OVER 1.65' COMPACTED O.G., MIN. R VALUE=59, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. D-14 WITH OPENINGS RANGING FROM 4.0' TO 5.0' AS NOTED IN PLANS AND PROFILES. 3. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. EXISTING WATER UNE --._---_ -.- ------_-----_-_-----._______-- SOUTH ALLEN ROAD EXISTING INTERCONNECT SPLICE BOX DISTANCE EXISTING INTERCONNECT (STRIPING PLAN) 111m &rm- PER C.O.B. STANDARD D-14 ® STA. 65+60.00, ' C.L. TO STA. 74+00.00 C.L. 0 EXISTING STORM DRAIN MANHOLE TS SCALE: 1" = 50' i IR FURNISH & INSTALL IRRIGATION CONDUIT IC ABBREVIATIO T63 TR5 15 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT LEGEND: (CONT.) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE R 'R1-1" - STOP U10 C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-1" - DO NOT PASS "W31,tCA)" - END ELEV ELEVATION EVC END VERTICAL CURVE "R4 -7A" - KEEP RIGHT "W75 - LANE ENDS MERGE LEFT BCR BEGIN CURB RN PI POINT OF INTERSECTION "R9-1" - RIGHT LANE ENDS "W3-3" - SIGNAL AHEAD ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)' - NO PARKING "W3-1' - STOP AHEAD BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R73-2(CA)"u D "W4-2" - PAVEMENT WIDTH TRANSITION EC END CURVE TC TOP OF CURB CLEF ONLY "R81(CA)" "W14-2' - NO OUTLET PIVC POINT OF INTERSECTION TP TOP OF PAVEMENTV-9*_ - BIKE LANE KE "WI -7" -DOUBLE ARROW LANE •Wg-1" F.O.C. OF VERTICAL CURVE FACE OF CURB FC FINISH CONCRETE R/W RIGHT-OF-WAY - RIGHT LANE ENDS 'R6 -R" -NONE Y R °R5-1" - DO NOT ENTER SECTION DESIGNATION: Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. SES LETTER EXISTING SURVEI MONUMENT I � I I FURNISH & INSTALL METRO STREET NAME SIGN PER .O.B. STD. T-1. I 2 � SHEET SECTION IS mm � FURNISH & INSTALLSTREET LIGHT - 9500 LUMEN. STREET LIGHTS ARE TO -p FURNISH AND INSTALL STORM GRAIN BE "LED' AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 PER CITY STANDARDS. SEE DETAIL ON SHEET 5 __-- _ . _--------.__._ .-_.-----.-___-__ EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING GAS UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER iPER C.O.B. STD. ST -1. OCONSTRUCT TYPE "M" MEDIAN CURB WITH 10' REVEAL PER C.O.B. STD. ST -18. O3 CONS UCT HANDICAP RAMP PER DETAIL i "1" ON SHEET 9. OPAINT 2" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 ED. OCONSTf UCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEW SPECIFICATIONS ON STD. DETAIL ST -3. ©INSTALL TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. OFURNISH AND INSTALL CONDUIT FOR FUTURE SIGNAL PER C.O.B. STD. DETAIL -33 AND T-34 ® REMOVE EXISTING SIGN AND BARRICADE ' AND SALVAGE SAME IF POSSIBLE. i OSAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 1O FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SLEEVE CONFIGURATION FOR LANDSCAPING PURPOSES: (4)-6" FOR TURF AND (1)-3" FOR TREES. 11 CONS CT DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH 12' WID ACCESS GATE PER C.O.B. STD. D-12. CONSTRUCTION NOTES: (C 12 CONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. 13 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 NEW PAVEMENT MARKERS -SEE LEGEND. OCONSTRUCT 2' A.C. SWALE PER DETAIL "B" ON SHEET 10 TO 15 ALLOW FOR MING AVENUE RUNOFF. NOTES: 1. MING AVENUE AND ALLEN ROAD - PAVEMENT TO BE 0.45' TYPE "A' A.C. OVER 0.50' CL II AGGREGATE BASE OVER 1.65' COMPACTED O.G., MIN. R VALUE=59, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 2. ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. D-14 WITH OPENINGS RANGING FROM 4.0' TO 5.0' AS NOTED IN PLANS AND PROFILES. 3. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. EXISTING WATER UNE --._---_ -.- ------_-----_-_-----._______-- EXISTING TRAFFIC SIGNAL CONDUIT -- -- ----- -' ------ EXISTING INTERCONNECT SPLICE BOX DISTANCE EXISTING INTERCONNECT air FURNISH AND INSTALL CATCH BASIN TYPE "A" L2 PER C.O.B. STANDARD D-14 ® EXISTING SEWER MANHOLE 0 EXISTING STORM DRAIN MANHOLE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT T63 TR5 15 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 38.92' TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=NO. 6 SIZE 0 CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION U10 ITEM OF WORK - SEE SCHEDULE LEGEND: (CONT.) 0 STATION DESCRIPTION 0 EASEMENT LEGEND BIKE LANE MARKINGS PER PER CAL -TRANS STANDARDS �. CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE STOP "STOP" MARKING PER CAL -TRANS STANDARDS AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS CAL -TRANS TYPE VI ARROW LEFT OR RIGHT AS APPLICABLE ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. pbAti- f4oT 13Lcpj Kn�'. I 14 I � i I I I I I Y I I n I I � I I I > I I I I ; n I I I I 1 N89'4B'55" _ ` 89'46'55'W RADIAL RADIAL 1 RADIALS; SS239- ~ J a. RADIAL �� �- W W Z H LLi T.3 (RAD) ------------------ Q m cn N > aw,no o' _-_FUTURE ME_DiAly _ - _ _ w > F- a_ --S11 41'30'W '------Sp239'13°1M - w a __-__ RADIAL RADIAL 1JNff 1w my w w oc - - - - --•-•-•-•-•-•-•-•-•- a M - cn ■O/IR 4 $-a f -I& DIG AT ERT Cali: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA M 0 M M F- rn � Q � Z u- < J W00 U M _ _ W to v N it Lu Y Q m 4 0 a�mmi LINE TABLE LINE BEARING DISTANCE L1 S0013'05"W 20.00' L2 N89'46'55'W 92.00' L3 S02'39'17"W 20.00' L4 S89'46'55"E 1 92.00' I I Y I I n I I � I I I > I I I I ; n I I I I 1 N89'4B'55" _ ` 89'46'55'W RADIAL RADIAL 1 RADIALS; SS239- ~ J a. RADIAL �� �- W W Z H LLi T.3 (RAD) ------------------ Q m cn N > aw,no o' _-_FUTURE ME_DiAly _ - _ _ w > F- a_ --S11 41'30'W '------Sp239'13°1M - w a __-__ RADIAL RADIAL 1JNff 1w my w w oc - - - - --•-•-•-•-•-•-•-•-•- a M - cn ■O/IR 4 $-a f -I& DIG AT ERT Cali: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA M 0 M M F- rn � Q � Z u- < J W00 U M _ _ W to v N it Lu Y Q m 4 0 a�mmi CURVE TABLE J D CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.12' 30.00' 90'00'00" 2 30.00' 41.12' 24.52' 78'31'35* 3 492.50' 77.68' 38.92' 09102'13' 4 512.50' 80.83' 40.50' 09102'13" 5 50.00' 68.53' 40.87' 78'31'35" 6 50.00' 78.54' 50.00' 90'0600" I I Y I I n I I � I I I > I I I I ; n I I I I 1 N89'4B'55" _ ` 89'46'55'W RADIAL RADIAL 1 RADIALS; SS239- ~ J a. RADIAL �� �- W W Z H LLi T.3 (RAD) ------------------ Q m cn N > aw,no o' _-_FUTURE ME_DiAly _ - _ _ w > F- a_ --S11 41'30'W '------Sp239'13°1M - w a __-__ RADIAL RADIAL 1JNff 1w my w w oc - - - - --•-•-•-•-•-•-•-•-•- a M - cn ■O/IR 4 $-a f -I& DIG AT ERT Cali: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA M 0 M M F- rn � Q � Z u- < J W00 U M _ _ W to v N it Lu Y Q m 4 0 a�mmi CLCL J D Z� I cf) 13 .•"IL '-moi W C V z DIV �0 . O Lu �� cm OI IN Ced � cm 2 ........... I ...... L.------- 1". W CO) ItY O y CO ---_- c _ > I I I I ; I I I I I i I I I I � I I I I � I I � I I Y I I n I I � I I I > I I I I ; n I I I I 1 N89'4B'55" _ ` 89'46'55'W RADIAL RADIAL 1 RADIALS; SS239- ~ J a. RADIAL �� �- W W Z H LLi T.3 (RAD) ------------------ Q m cn N > aw,no o' _-_FUTURE ME_DiAly _ - _ _ w > F- a_ --S11 41'30'W '------Sp239'13°1M - w a __-__ RADIAL RADIAL 1JNff 1w my w w oc - - - - --•-•-•-•-•-•-•-•-•- a M - cn ■O/IR 4 $-a f -I& DIG AT ERT Cali: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA M 0 M M F- rn � Q � Z u- < J W00 U M _ _ W to v N it Lu Y Q m 4 0 a�mmi CLCL J D Z� cf) .•"IL '-moi W C V z DIV �0 . O Lu �� C..) Lu W Q Ced � '� Z a O 2 U -+� U cn Lu 1". W CO) ItY O y CO c �IIIIIIII v�Z CLCL J D Z� cf) .•"IL '-moi W C V z DIV �0 . O Lu �� C..) Lu W Q Ced � '� Z a O 2 U -+� U cn Lu 1". W CO) ItY O y CO c W _ CO DID � LL 0 R/W j MING AVE. 1 55' 1 48' 12.5' 4.5, 1 41' 7' 1 7' I 1 I FUTURE IMPROVEMENTS�\ -- - . � 777 EXIST. GROUND_ - /P - __ ... -- - - - �� - PROPOSED TOP OF-- - MEDIAN CURB EXISTING LEVEE EXIST J GROUND A SECTION A R VALUE: 59 9 NTS 11: 9.0 MING AVENUE (STA. 53+05.62 C.L. TO STA. 70+00.09 C.L.) R/W (� MING AVE. 55' - 57' VARIES 3'-T 48'-54' 1 VARIES VARIES TEMPORARY A.C. DIKE I PER CALTRANS DETAIL RSP A87B 1 TYPE F EP VARIES 1 FUTURE 2.0'2.0' SEE PLAN VIEW I IMPROVEMENTS 2% MIN* - - - 7-7 EXIST. -- -- ----_ - - GROUND ; '�" _ _-fiMaP OF - ti ---/ -I EXISTING LEVEE EXIST -/ INSTALL 2' A.C. SWALE PER DETAIL "B" ON SHEET 10 TO ALLOW R VALUE: 59 GROUND FOR MING AVENUE RUNOFF B SECTION B TI: 9.0 (SEE SHEET 10) 2,J NTS MING AVENUE (STA. 70+00.09 C.L. TO STA. 81+48.90 C.L.) R/W57, Q MING AVE. 3' 54' 55'-66' R/W 25' 48'-59' I 41'-52' 7' 1 BLOCK WALL PER APPROVED WALL AND 1 LANSCAPE PLANS I 2 -MIN* 2% r , 0.45' A.C. PAVING 0.50' CL II AGG. BASE PROPOSED 10' CURB & GUTTER MEANDERING 1.65' COMPACTED O.G. TO MULTI-PURPOSE TRAIL 95% MAX. RELATIVE DENSITY. * 2.0% MIN. - 3.4% MAX. 55' - 71' R/W -- i_ RIES - Rd' 2% MIN.* 1 BLOCK WALL -1 PER APPROVED WALL AND SCAPE PLANS 2% 0.45' A.C. PAVING 10' 0.50' CL II AGG. BASEMEANDERING PROPOSED ----'MULTI-PURPOSE TRAIL - 1.65' COMPACTED O.G. TO CURB & GUTTER 95% MAX RELATIVE DENSITY. * 2.0% MIN. - 3.4% MAX. 70' R/W 1 64' 6' I BLOCK WALL TEMPORARY A.C. DIKE ER APPROVED - PER CALTRANS DETAIL WALL AND 1 RSP A87B TYPE F 4' 0'-9' I IISCAPE PLANS I FUTURE 2.02.0' VARIES 1 IMPROVEMENTS N* -. - - - Z. - - 2% MIN 29 s r , y - EXIST. TO GROUND : _f- EXISTING LEVEE �� ---- --- _--- - 1 -- -- DETAIL) -A --- EXIST 0.45' A.C. PAVING 10' INSTALL 2' A.C. SWALE PER "B" ON SHEET 10 TO ALLOW GROUND 0.50' CL 11 AGG. BASE MEANDERING FOR MING AVENUE RUNOFF C SECTION C R VALUE: 59 PROPOSED MULTI-PURPOSE TRAIL (SEE SHEET 10) 9 NTS TI: 9.0 95x COMPACTED CURB GUTTER MING AVENUE * 2.0% MIN. - 3.4% MAX. (STA. 81+48.90 TO STA. 83+25.36 C.L.) jt S. ALLEN ROAD R/W- i _ 25' 1 6'-7' 1 48'-55' MIN. 8' WALL I W I a I � 2% I 2% 10' MEANDERING MULTI-PURPOSE TRAIL I PROPOSED CURB AND GUTTER t25' 16'-23' 7'-13' I 7'-11' L �..EXISTING EDGE XISIING EDGE W I OF PAVEMENT OF PAVEMENT a SAWCUT UNE I a � of 1 2% MIN * �' I . -__--- EXISL PAVING..__._ . c c _ \-EXISTING MEDIAN CURB EXISTING PAVEMENT 0.45' A.C. PAVING * MATCH EXISTING STREET GRADE 0..50' CLASS II AGG. BASE 2% MIN. - 3.4% MAX. 1.65 COMPACTED O.G. TO 95% RELATIVE DENSITY. D SECTION D 9 NTS ALLEN ROAD (STA. 54+16.84 TO STA. 64+36.19 C.Q 366 __-__ -_-- _-- -- _- ._. _�_..__ -_.- __ _-__- __-__- _. _..__366 368;- 368 364' _ ._ _. �. MING AVENUE__ ,-;- _----___--_-,__-- 364 W6-_..__-..- t._- . ___ __.. __ ...__. __ .___ -._ _._ _..__ _- _-.-.- `366 �O r FINISHED SURFACE FINISHED MING AVENUE 362 - - _ - K' ... - I �6'V - . � ! - 2 36 - -- - �6•�9 - - - - 4 � ' 36 4 pCE 36 360, ----- a -� -� a1 +° --- - - . - - - -- 0 - - - - -- - --- - - 2 T _1 i `36 2. K' -EXISTING .+I 36 GROUND ' i n� �, _ i;1 1 1 .iii i II EXIST. i �iiVf' i i 1 1 358.-- ROUND - t --L - --- - - 36 - - -- ---- --- - - _ - - 0 _ _ _ _._ _� - 358 0 w CMP 38 - - __EXIST. ISER UTURE _ _ GSLOPE ROUND `�; i 1, �� - 2 1 INV. 18"DRAIN 356: -- - -_ . _ _ _ ----- - -- ___. _ __ _- -INV.-fiB= 358 _ -�_-� -'-i fi DRAIN w ' tit 356 ------ �� .�. - _ � 356 O OWN c_ LL. C tnio r Oa�Oc00 C4 352 �' oofii to _ ,Sao- a �a� �t: oma. "tao _ ` 352 354Z 354 a Qc� �r'' FUTURE NV. 18" NV, 18 !� c4 � z zcnw w a� Jam' w INV. 18" DRAIN DRAIN m DRAIN �� O ._j cVN t �� W- Z 350,_. _-_.-.. �� ?.-... a>w Qf2 ..z._,.� �o >w ,n 350352:a _... >c� �.-- z- 00 W Opp J W�....�M F:.,.N._...,.._-. � OWJ WUcjv . U»> ZQpW-JZ' �O N OWN pN40 p� d �Y *; Ii� C9W .� - ZZZ VI Q d {�F-;W elm .Wi 4�tp a OZ 00 ,W�jM QQ KjJ O 3Zd�A z Qa' •-1 O.a •� aoN .'N a Q�CV ZopZ3NW gin 348:_ __.-. .-__, mw.-��-3_-a �..� . _qc ��:,,i;,�-- m _,. fl r� __ __ ; 348 350:__.__-____ _ .- _._ a °�� __ _ _ _ f. _ __ _ 5 � McoMrn �. w `a �-> At E - m- - .. - . - . �, 350 +� z m +: cWi� ccs "> . p ecotp m W ao? W M> a J� aoaoao co ao ;O �J Ci �-�V)O Z �W +tL1�n VQrnJNC7'07 (nJ dJ ZV�W'n in in =J���� ZI Jr ti W f W to<WZ .[uj�W ;��MMr�i InQWZ I!)W V>' W d 2 z �V»» 346._.. _..-- , a.o _._,��z._.m .. W- ��z - __. __._;346 34$ ._-_._._ .z__ z . ,�;. <wo-_-.._._'z OQ UQ Q�alaJ �< O »> V <WQ.Wi�1Q �� (nYr � .__ _ IL 0�0 dZao z F- Z I- O W d R O I- Z H H J J W�!! h -O W a Z I-> W M �O' Q Q O M cC Q tG �e7 �A tC F- d W V)- C�C9 V)ZOO NLN_ V)fnWWW �I fnzLiO W NZ Oto mm 'p- L- �N� arOif)��tn �O �et 344:-._Tt ____ ,__ _ __ _ .._--..-..__._-_ _ 1 .__ ._ _.:. _ ______ _ -._ __ __-_ ___ _ _. 344 346 _..__-.. _-Q�c�_! _.. _ mM..._ . _��-_ 46 tD_ .I�' W W tea'-MMMM WW INSTALL 10.42 LF OF o d �? v a o w a»>> z z Lj > - _ __-----18� _RGJ-RCP ®0,20% _ w n- d c�� Cn z o o H v W W � W' w U nw 3421-- -FUTURE-50 67-L OF -- _ _ ___ 342 3"L �- __. ___ �___ _._ in nW W W _. c'-- ---; 344 1 " RGJ-RCP O X1.16% STALL 35.75 LF OF 18 RGJ-RCP O -1.16% 340:,.-, .'340 342 --------- _ ___ _342 FUTURE 39.62' LF OF INSTALL 54.96' LF OF NSTALL 72.66 LF OF 18" RGJ-RCP 0 -0.11% 18" RGJ-RCP O -0.11% 18' RGJ-RCP O 1.11% E SECTION E F SECTION F 9 SCALE: 1" = 50' HORIZONTAL 9 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL EXIST. GROUND NOTE: PAVEMENT SECTION FROM STA 53+05.62` TO STA 65+93.36 TO BE 0.25' AC WITH 0.20' FUTURE UFT, OVER 0.50 CL II AGG BASE, OVER 1.65' COMPACTED O.G. TO 95% MAX RELATIVE DENSITY. FUTURE UFT WILL BE ADDED WHEN MING AVENUE CONNECTS TO FUTURE ACCESS AND BOLLARDS ARE REMOVED. R/W CL MING AVE. 55' 48' 2.5' 4.5' 41' 7' �d? It Z�b - � -s 36ti6� ���` 2.51 % - - - _- 363.50 EP ----------- TOP OF J EXISTING LEVEE EXIST GROUND R/W 12.5' 4.5' I - ZOC* 4 13 SBT ----_2_ --_ 2.34% ----- 363.68 F6 'SEP 7= - - - - - - - - - - - - 55' 48' 7' MING AVENUE FUTURE SECTION 1 55' R/W 25' Iv - 48' I BLOCK WALL 41' 7' I PER APPROVED WALL AND t� LANSCAPE PLANS 6� 80 EP g5 T� I 290 MIN! 2% - PROPOSED 0.45' A.C. PAVING MEDIAN CURB 1 p' 0.50' CL If AGG. BASE PROPOSED CURB & GUTTER MEANDERING 1.65' COMPACTED O.G. TO MULTI-PURPOSE TRAIL 95% MAX. RELATIVE DENSITY. * 2.0% MIN. - 3.4% MAX. NTS MING AVENUE (ULTIMATE DESIGN) (STA. 53+13.41 C.L.) Q MING AVE. 2' R VALUE: 59 Ti: 9.0 �- -----------�P `L• -- -------- EXIST GROUND Jfr LIOP------------��_1 ., - . - EXISTING LEVEE PROPOSED EXIST MEDIAN CURB GROUND R VALUE: 59 11: 9.0 A 55' R/W 25' AV 48' BLOCK WALL I PER APPROVED 41' 7' I WALL AND LANSCAPE PLANS I ss?rs 2% 2X MIN! ,f N�� 0.45 A.C. PAVING 10' 0.50' CL II AGG. BASE PROPOSED CURB & GUTTER MEANDERING 1.65' COMPACTED O.G. TO MULTI-PURPOSE TRAIL 95% MAX. RELATIVE DENSITY. * 2.0% MIN. - 3.4% MAX. MING AVENUE FUTURE SECTION 2 R VALUE: 59 NTS TI: 9.0 MING AVENUE (ULTIMATE DESIGN) (STA. 67+23.36 C.L.) SIDEWALK toE NOTES APPROXIMATELY 3/4" 1/4" SEE v 10 AND 11 I� " NOTE 7 `V FRONT - + + _ EDGE OF r SIDEWALK GROOVING DETAIL 00 000000000 00009 X pp 000x7 eC 000o °0006 Oo10% MAX 0°c AT CURB o0o0 10% MAX 00 000000coi AT CURB 0.18'-0.22" 000000 0 0.45"-0.47" TOP DIA. A 0.90"-0.92" BASE DIA. MIN O CASE A RAISED TRUNCATED DOME NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY 2.3" TO 2.4" BE USED FDIC CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN CENTER TO CENTER DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO % SPACING BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE.p Q 0 2 IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO 0.6 CENTER _ -.:--,-O TO CENTER ACCOMMODATE RAMP AND 4'-0" PLATFORM (LANDING) AS SHOWN IN CASE A, SPACING O QO QO THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. Q Q 0 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. RAISED TRUNCATED DOME PATTERN (IN-LINEI 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED DETECTABLE WARNING SURFACE SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, SEE NOTE 10 BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT GUTTER CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF FLOWUNE TOP OF RAMP --,,4'-0' MIN ROUNDED THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1'-0" NIDE 2% MAX r-� BORDER WITH 11/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE 8.33% MAX GROOVING DETAIL. SEE NOTE 9 SECTION A -A 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5 PERCENT WITHIN V-0' OF THE TOP AND BOTTOM OF THE CURB RAMP. 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" FROM THE GUTTER FLOWJNE. 12. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WALL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON PROJECT PLANS. CURB RAMP DETAIL "1" SCALE: NONE UD TO BE 1/4" STEEL PL FASTENED TO CMP WITH 3/8" RIVETS, SPOT WELD, OR TACK WELD AT 1/8 POINTS OR BETTER. PROVIDE 4 - 12"x16' OPENINGS W/ 12" SEPARATION BETWEEN OPENINGS WITH 1/2" DIAMETER BARS NOT MORE THAN 2" O.C. 5� CMP APPLY GROUT 18" RGJ-RCP DRAIN UNE `--APPLY GROUT CMP RISER OUTLET - DETAIL "2" SCALE: NONE I onn DIG ALERT Cali: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA /,/- /dos, rn O M M r rn < U O It z tL I Q J J LU W U 3 0 w_ to O E co N Er W Y m N, rn m ado z o f- m m 8 6 0 911111 Ni U Z 4 � IL Z J o W 0 Z cz Q C__) Z co Z �... w W 0 co a� 0 Lu W cc V cn H R H � c W I W LL 0 Ni U Z 4 � IL Z J o W 0 Z cz Q C__) Z co Z �... w W 0 co a� 0 Lu W cc V cn H R H � c W I W LL 0 *TEMPORARY A.0 DIKE PER CALTRANS DETAIL RSP A87B TYPE F EiP. It SWALE TOP OF SLOPE g I r__ VARIES � 1.0' TO 1.28' 1.0' 2.0' LINE BEARING DISTANCE ��� I 2.0� I MIN. 2A% L1 N 89'46'55' w 4 EX. TOP OF 1 MIN. 86.12' , 1 L2 N 52'50'15' W 7.44' f LEVEE TOE OF SLOPE 1 1( 2" A.C. PAVING f N N W ' .-- L3 S 82V9'45" w 185.78' TEMPORARY -____._�_ _e__ ..._ -- -- c 6' SUBGRAOE c? q�Qo L4 i — Tr -_- a k _ j - > . '� COMPACTm TO 90X 'Qin. F S 82'38'01 " W 258.67' I g A.C. SWALE — __ _ o a = �s , — — — EX. TOE OF LEVEE q� L5 s 5775'18" w 29.06' TOP OF SLOPE a — CURVE TABLE TOP OF SLOPE -_ _ EXISTING CURVE RADIUS I ------ CURVE NM GROUND LENGTH TANGENT DELTA TEMPORARY '.._ I TOE OF SLOPE C1 2007.70' 21.37 10.68' a 36'35' I EXISTING A.C. SWALE B TEMPORARY A.C. SWALE C2 1527.00' 116.03' I �� SCALE.• 1 "=1' 58.05 4'21'14" �° � € � *TEMPORARY EDGE OF PAVEM T HYDROLOGY CALCULATIONS: ARam A.C. DIKE QREQ = CIA SWALECALCULTIONS• *TEMP. A.C. DIKE TO HAVE C 0.95, 1 18" OPENINGS EVERY 30' K = 1.49, n = 0.013 S = 030 � = = 1.80 IN./HR, A 0.80 ACRES QPRowom = (k/n)(R�73)(S�72)(A) = STARTING FROM STA. 76+72.20 C.L. TO 82+84.26 C.L. , . QREQ = (0.95)(1.80 IN./HR)(0.80 AC) = 1.37 CFS R= A pw 2 TO ALLOW RUNOFF FROM MING AVENUE TO ENTER THE (/ ) _ (0.55 ft /2.09 ft) = 0.26 ft PROPOSED 2' A.C. SWALE. QPROwDED = (1.49/0.013)(0.26273)(0.0030172)(0.55 ft2) I MING AVENUE QPROVIDED = 1.41 CFS a 4 QFULI — 3.13 CFS I lo _ I i J q DETAIL 3 aCOW a(ON � 3 13ERRENDA MESAco 00 a J -~�C)(3 CONN ° WATER STO RAGE DISTRICT ui Ix tn [&: J a M NAll 1 II U M� �tnin WNN S JQ jNN N i CiN UaOao _ ! LL: J W Ali mom! 1-= NW �J AMM { i0 J I) Of W N N.r..,...�.,...•,,.,.. N W C) LL J -A J U F+ m{ t"" 6 �W �� U3 VN zCoco 0 LuVN Ja 'oW o� Qpm UH a }O m(ncn �+ tnC" O^ CSN real � � - - .- '."_ �_ _ �. _� _ _ _' < �U — .. __ -. m �' -- -- _ -- — (\ r\ o + + '- z c a --- _-. -- - -r- _-- —sem — — it - --- - -- _ �6'.T - _. - ._ _ _C7 Q < J ~ ^ a + + W !�. F W N In —.,,, -_... �. - -�.. - -- -__ _- - `- -' -.__ .- _.. — — •�6,'0) — ....- iii Fes- Z J i En cn WF= F= ---- - --- - - .� _._. _.- _._ - - __- - --- ._______� �• Q� cb W1�1� _. 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J CD ^='A t � (% r T% GRAVEL P1AO. 0j6=8" 76+00 77+00 S=0.30% FLOWUNE 78+00 79+00 80+00 (STA. 75+79.79 C.L. TO STA. 82+76.61 C.L.) SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL 376 ALLEN ROAD W C) Z it 0 Go �n3v ., Z ------------------ E)a$TING EDGE j m I W OFPAVEMENT j ?I—�i (i JIL" FLOWUNE 78+00 79+00 80+00 (STA. 75+79.79 C.L. TO STA. 82+76.61 C.L.) SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL 376 ALLEN ROAD R E C 0 R D D RAN" r' 7 0,7 DIG 'r Call: TOLL FREE 1-800-227-2600 AT LEAST TM DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rn M tn a 0 o z Z �L_ , Q _j o W U M 00 W to M O N co N jr } m Y � 8 m � 01— r rr b� J a M > U v � �P Q W C) Z 374 �aQ Q ., Z ------------------ co i i W i I W La iW G9 W 372 �e,L.a.1! J f J '< � 'V 3 i M) ^='A j z 3 m 1 Ci + ! + ; Ln m + !< Z ---ff-- -- Q �_ -i 370 N W'C„)m w (/1- , iZmWN E Fes- j fcc Z A jW i C:dccw LJ cn i (3.) 368 -- j-------;--- S=0.I} C/ 33% $s S ! i �- - - -- I ---- 3 _ 366 j ? 3 PROPOSED NORTHFILOOLINE I i ! 364 362 ! ! ! 360 358 SCALE: 1"= 30' 0 30' 81+00 82+00 35683+00 83+50 30' 7.5' R E C 0 R D D RAN" r' 7 0,7 DIG 'r Call: TOLL FREE 1-800-227-2600 AT LEAST TM DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rn M tn a 0 o z Z �L_ , Q _j o W U M 00 W to M O N co N jr } m Y � 8 m � 01— r rr b� J a M > U v � �P Q W O W C) Z W �aQ Q ., Z LL 0 co .�R O ix ^='A o CLvJ Z i O W O2 LU W C:dccw 11 Q (3.) co W Z 0 0 i W O W r Q LL 0