Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
6.1-1705
A.C. PAVING TESTING NOTES: STANDARD NOTES NTS SHALL BE IN ACCORDANCE WITN THE SP7-39.01 1 REQUREMENTSEAND SPECIFICATIONS OFF THE CITY 0 BAKERSFIELD. LEGEND. 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE ABBREWIATIONS ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM CONSIDERED PART OF THESE PLANS: FL FLOWLINE POVC POINT ON VERTICAL CURVE TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -13, CL CENTERUNE BVC BEGIN VERTICAL CURVE THESE SPECIAL PROVISIONS. ST -14, ST -18, ST -19, 0-14, D-16, T-1 ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 3. PAVING FOR STREET SHALL BE: ECR ENO CURB RETURN PRC POINT OF REVERSE CURVATURE (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF "AGGREGATE." " 611NGi► _VENUE BC GIN CURVE PCC POINT OF CCi1P0U0 CURVATURE SECTION 39-2.02, AGGREGATE, OF THE SPECIFICATIONS FOR 3/4 MAXIMUM, MEDIUM GRADING. MING AVENUE AND ALLEN ROAD - EC END CURVE TC TOP OF CURB ASPHALT BINDER FOR II TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL II PIVC POINT O INTERSECTION TP TOP OF PAVEMENT AGGREGATE BASE OVER 1.65 COMPACTED O.G., MIN, OF VERTICAL CURVE FC FINISH CONCRETE ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) R VALUE=59, TO BE COMPACTED TO 95X RELATIVE DENSITY GB GRADE BREAK R/W RIGHT-OF-WAY ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED PER C.O.B. STD. ST -9. BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR �i FURNISH do INSTALL SURVEY MONUMENT "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. SPECIFICATIONS. CITY OF BAKERSFIELD STD. DWG. ST -13. ;U. EXISTING SURVEY MONUMENT THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY .Q TO BE INSTALLED -- -- FURNISH & INSTALL STREET SIGN THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS Oo EXISTING PER C.O.B. STD. S-40. PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE FURNISH g INSTALL METRO STREET SIGN ENGINEER. 5. -� INSTALL TRAFFIC CONTROL SIGNS PER C.O.B. STD. S-40. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. ST -18 �" FURNISH & INSTALL STREET UG HT --5800 LUMEN -Y- INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. ST -18 PER CA.B. SM. ST -14. ENGINEER'S REVIEW AND APPROVAL: -a- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET �' FURNISH & INSTALL STREET UGHT-9500 LUMEN LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. R1_1 PER DETAIL ON SHT 5 A. A UST Of AGGREGATE AND ASPHALT SOURCES. i FURNISH & INSTAL TRAFFIC SIGNS 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STD. ST -1 PER PLAN. PER C.O.B. STD. T-19: B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM "R1-1" -STOP 'W311�GA " TO THE REQUIREMENTS OF SECTION 39-2.02. 'AGGREGATE," OF THE STANDARD - END 7. INSTALL 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B.'S SIDEWALK 'R4-1" - DO NOT PASS 'W75 , LANE ENDS MERGE LEFT SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND SPEFICATIONS ON STANDARD DETAIL ST -3. 'R4 -7A" - KEEP RIGHT "w3-3" _ Sll;nlAL AHEAD EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST g INSTALL ADDITIONAL 3-1/2 PULL BOX FOR STREET LIGHTS At P.G.& E. 119-1 - RIGHT LANE ENDS "W3-1" _ STOP AHEAD RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A 'R26(CA)" - NO PARKING •W4.-2" _ PAVEMENT WIDTH TRANSITION MINIMUM OF 6" THICK. 'R73- CA)' -LEFT AND 'WI4-2" - NO OUTLET C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. U TURN ONLY 'WI -T -DOUBLE ARROW LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX 9. INSTALL HANDICAP RAMPS PER DETAIL "1" ON SHEET 2. 'R81(CA)" - BIKE LANE 'WW9-1" -RIGHT LANE EDS DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS 'R7-9' - D PARKING . KE LANE "115-1• - RI NOT ENTER DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4- BELOW "R6 -1R' - ONE WAY -I1 OF SECTION 39-2.02, "AGGREGATE,* OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PAVEMENT GRADE. FURNISH AND INSTALL STORM DRAIN PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING PER CITY STANDARDS. 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 STORM GRAIN UNE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. E ASIING STORM LINE RA 12. WARNING/REGULATORY SIGNS: SIGN PANELS. SHALL BE MOUNTED ON POSTS - "" _.M.'"`"___.__,; _.,.__ ._._._____ WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR - -`"`" - -`-w G " EASTING GAS UNE PAVEMENT SHALL BE SAW CUT. EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN DASTLNG WATER UNE SIDEWALK 6" FROM BACK. _ ._._.______- _. EOASTING TRAFFIC SIGNAL CONDUIT 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 BAKERSFIELD -- - . v" =___ _,x .__..__ ...__ __.__ EXISTING INTOZOONNECT 94JM BOX OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS � SECTION 39-4.01, 'SUBGRADE," OF THE STANDARD PUBUC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED -------..- -� ��, - ---- �- - ----. _.____ SPECIFICATIONS SHALL BE MEI. STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT �SnNG INIEROONNECT THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK FURNISH AND INSTALL CATCH BASINTYPE "A' BE TAKEN TO AVOID .TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PER C.O.B. STANDARD 0-14. 1 LIMITS OF CONSTRUCTION. PROR TO ISSUANCE OF THE PERMIT. 0 EXISTING SEWER MANHOLE PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL do COLLECTOR 0 E)ASTING STORM DRAIN MANHOLE OTHERWISE PERMITTED BY THE ENGINEER. ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO ® FURNISH 8 INSTALL STORM DRAIN MNAHM INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBUC WORKS ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE CONSTRUCTION, LATEST EDITION CGREENBOOK"). AGGREGATE BASE MATERIAL Ts FURNISH & INSTIL. TRAFFIC SIGNAL CONDUIT PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS SMOOTH, TAPERED CONNECTIONS. BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD FURNISH & INSTALL IRRIGATION CONDUIT SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. tc FURNISH do INSTALL INTERCONNECT CDNOUIT THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL B£ DETERMINED BY: AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 5 s THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS FURNISH INSTALL SPLICE BOX FOR INTERCONNECT A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR TR3•=0. 3 1/2 SfZE TR5=N0. 5 SOLE TR6=N0. 6 SIZE CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95X Ot CURVE NU FOR CURVE DESCRIPTION BE SUBSTITUTED WITH PARAFFIN. OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALLFINE GRADE AND COMPACT O TAPER NUMBER FOR TAPER DESCRIPTION STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS. CITY # 1 WORK - SCf1E0lNE WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAWING REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED O SEE OPERATIONS MALL BE CONDUCTED. IN SUCH A MANNER THAT, AT THE ENO OF EACH WORK SHIFT, THE TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 0-1557. 51 STATICIN DESCRIPTION LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, SECTION DESIGNATION: ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. 16. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY SUODIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SECTION LETTER CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED SUMO D DETERMINED BY THE CITY ENGINEER. BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 17. ... ANY -TRENCHING TO BE CONDUCTED SHALL _BE BACKFILLED do COMPACTED PER CITY STANDARD- DETAIL ST -22 WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING SHEET ANEW SECTION IS SHOWN OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED 18. DUS" CONTROL' CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT (DCP) FOR THIS PROJECT FROM THE DEVELOPER. AND SHALL KEEP A COPY ON SITE AT THE ED OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, ADJACENT ,LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED CONTRACTOR IS REWIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN 19. STORM WATER POLLUTION PREWIENiION: CONTRACTOR SHALL OBTAIN A COPY OF THE ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM STORM WATER POLLUTION PREVENTION PLAN (STAFF) FOR THIS IN A CT Y OF THE TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER STORM WAS AND STALL KEEP A COPY ON SITE A ALL TIMES FOR THE FROMDURAON OF APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONTRACTOR'S D SHALL OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH CONFORMS WHEN PAWING OPERATIONS RESUME. PROVISIONS OF SAID PLAN. WIDIDf 5F15C371221 ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 20. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS DENSITY AS DETERMINED BY ASTM .D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND WITH CALIFORNIA TEST 375. HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF _ IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE OF TRAFFIC CONTROL FOR CONSTRUCTION ANI? MAINTENANCE WORK ZONES" REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE OF ANY CONSTRUCTION. ID STREET PERMIT. NIU_ BE ISSUED NOR SHALL ANY TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE CITY INSPECTION BE PROVIDED UNTIL SAND TRAFFIC CONTROL PLAN HAS BEEN REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE APPROVED BY THE CITY ENGINEER. DENSITY REQUIREMENTS. 21. QUANTITIES FOR EARTHWORK EXCAVATION - 8,402 C.Y. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EMBANKMENT - 67,754 C.Y. EITHER LESS THAN 90X OR MORE THAN 96X„ THE -ASPHALT CONCRETE REPRESENTED BY THAT LOT IMPORT - AS REQUIRED SHALL BE REMOVED AND REPLACED WITH MATERNAL THAT DOES MEET THE IN-PLACE DENSITY QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO REQUIREMENT THE CORRECTIVE WIORK SHALL. BE AT THE CONTRACTOR'S EXPENSE BASIS OF BEARINGS.- NE EARINGS: THE BEARING OF N.89'22'08'W. SHOWN FOR THE SOUTH UNE OF THE SOUTHEAST QUARTER OF SECTION 11, T.30 S., R.26 E. AS SHOWN ON RECORD OF SURVEY BOOK 19, PAGES 115-121 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCH MARK: TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF MING AVENUE AND SOUTH ALLEN ROAD MARKED FOR NORTHWEST CORNER OF SECTION 12, 30/26. ELEVATION = 365.98 (U.S.G.S. DATUM) PER TRACT 6086 CL MONUMENT ELEVATION MAP CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET IMPROVEMENT AND STORM DRAIN PLANS NDEX SHEET OF SHEETS TOTAL A.C. PAVING TITLE 5478 AGG. BASE 1. COVER SHEET SUBGRADE PREPARATION SQYD 2. STORM DRAIN AND SEWER NOTES LF 3776 3. MING AVENUE (STREET AND STORM DRAIN PLANS) 2 WIDE A.C. SWALE (STA. 53+05.62 C.L. TO STA. STA. 65+00.00 C.L.) 4. MING AVENUE HANDICAP RAMPS EA 3 (STREET, STORM DRAIN & SEWER PLANS) 2 TRAFFIC CONTROL SIGNS (STA. 65+00.00 C.L. TO STA. STA. 78+00.00 C.L.) 5. MING AVENUE TRAFFIC SIGNAL INTERCONNECT PULL BOX TRAFFIC SIGNAL INTERCONNECT CO DUIT EA LF 13 3943 (STREET, STORM DRAIN & SEWER PLANS) 3 SAW CUT MEDIAN CURB STRIPING -DETAIL 9 STRIPING -DETAIL 22 STRIPING -DETAIL 27B (STA. 78+00.00 C.L. TO STA. STA. 84+18.90 C.L.) 6. SOUTH ALLEN ROAD (STREET PLANS) Z�v (STA. 54+00.00 C.L. TO STA. STA. 63+52.70 C.L.) 7. MING AVENUE (STRIPING PLAN) i� m STREET UGHT LUMINARIES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OR AN EQUIVALENT AS "' (STA. 53+05.62 C.L. TO STA. STA. 88+08.10 C.L.) 8. SOUTH ALLEN ROAD (STRIPING PLAN) APPROVED BY CITY ENGINEER. I (STA. 54+00.00 C.L. TO STA. STA. 74+00.00 C.L.) ALL WEATHER SECONDARY ACCESS ROAD (WEST BOUNDARY OF PROJECT SITE) 9. CROSS SECTIONS AND DETAILS 0. MING AVENUE (DRAINAGE PLAN) (STA. 75+79.79 C.L. TO STA. STA. 82+76.67 C.L.) W TEMPORARY SWALE OSCAF'E LIST OF MATERIALS FOR MING AVENUE STA. 56+05.62 TO STA. 84+18.90 (WEST OF SOUTH ALLEN ROAD) AND SOUTH, ALLEN ROAD STA. 55+87.60 TO STA. '74+00w00 (SOUTH OF MING AVENUE) 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 TRAFFIC SIGNAL INTERCONNECT CO DUIT EA LF 13 3943 MONUMENT ENCASEMENTS EA 3 SAW CUT MEDIAN CURB STRIPING -DETAIL 9 STRIPING -DETAIL 22 STRIPING -DETAIL 27B LF LF LF LF LF 860 2152 153 3782 3039 -- STRIPING -DETAIL 38 STRIPING -DETAIL 39 'BLOCK WALL LF LF LF 1568 3320 - 3649 Z�v SOUTHERN PACIFIC RAILROAD CATCH BASINS STORM DRAIN MANHOLE 18" STORM DRAIN LINE EA EA LF 2 3 968 i� m STREET UGHT LUMINARIES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OR AN EQUIVALENT AS "' ARTERIAL LENGTH LF 3650 WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. THE CONTRACTOR M I N G THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. ROADWAY. SHEETS 3 7 BERRENDA MESA IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES. IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES,- (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN �� PMH 1 - 1 DMH 2 ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK J. --_ - SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. i (1 i 1 11 1 I 1 I I I t ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE 7",77,1 12 13 14 115 16 17 19 18 17 16 15 14 13 12 1 1 I 1 1 I 1 t f 1 I I LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM. AND ARE PARALLEL TO, THE NEAREST 119 �. 1 i i I I 1 I N 1 1 I 1 11 .LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE UNIT 4 UNIT 3 PAVEMENT CENTERLINE ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF FOR AVENUE UNIT WATER STORAGE DISTRICT TRACT 7255 --_. _ S H O UNI M SURFACE TRACT 7256 APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND TRACT 7256 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. KEY MAP THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. SCALE. 1'=200' COMPACTION TESTS SHAD_ BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER do LOCATION OF REQUIRED TESTS SHAD_ BE DETERMINED BY,THE CITY ENGINEER. STOCKDALE NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. 6' YANG W/2 / / NO CITY INSPECTIONS WALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY R 26 E. y� `i M� 2 U AND INSURANCE HAS BEEN OBTAINED. PROJECT Z ' CENTERLINE STORM DRAIN ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR a MING AVENUE THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR lit am it 5w GCS > UP CURB TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORD MAPS) Z AND GUTTER INSTALL BLUE MARKERS AT CENTERUNE FOR FIRE HYDRANT LOCATIONS. � V FL0WI.JNE CURB W ZS WHITE LANE S AND GUTTER NOTE TO STAMP AN "S"INTO CURB FACE OVER EACH SEWER LATERAL W .C.R. 14 13 m Z�v SOUTHERN PACIFIC RAILROAD '♦'� W N i� m STREET UGHT LUMINARIES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OR AN EQUIVALENT AS "' SIDEWALK APPROVED BY CITY ENGINEER. I f� ANY ITEMS IN PUBLIC RIGHT -Of -WAY THAT ARE DAMMED OR 00 NOT MEET CURRENT STANDARDS SET BY PUBUC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. �/ CENTERUNE STORM DRAIN W 6' WANG OSCAF'E TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. 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. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON Hrrr(UVLU tJT: KUGLK A. MCINTOSH R.C.E. 33322 EXP. 6-30-16 APPROVED BY- FIDLER PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-16 ►5 DATE 0.I2P,)I,�- DATE I REVIEWED B1-- � ,Z__ ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY. Pr TRAFFIC ENGINEER REVIEWED BY: SHEETS TS 4At7 CITY OF BAKERSFIELD WATER RESOD CES FOR LEVEE PROTEC11ON ONLY 5&7 i NORTHWEST CORNER 1 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 � t1 10 9 8 7 6 5 4��3 ^ 3 10 11 12 " ` 4 1 5 6 I 7 8 9 13 UNIT 2 UNIT 1 ' 14 TRACT 7255 TRACT 7255 15 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 HAYS 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 WLL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. V101NITY MAP NO SCALE 16 17 8 19 20 21 DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA No CITY RECORDS NO.: rn 0 M M � Q et• v W -t Z u i Q J wco v "o 3 `- w to v Li N jr w Y m STOCKDALE a Ill I T. 30 S., R 26 E. y� `i M� 2 U �rzX W PROJECT Z ' SITE z o W a MING AVENUE = lit am it 5w GCS > c Z Q � � est o W ZS WHITE LANE S 04� W 14 13 m Z�v SOUTHERN PACIFIC RAILROAD V101NITY MAP NO SCALE 16 17 8 19 20 21 DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA No CITY RECORDS NO.: rn 0 M M � Q et• v W -t Z u i Q J wco v "o 3 `- w to v Li N jr w Y m U a Ill I W r �1 g `i M� _> Q� U �rzX W ct U a Ill I W r �1 g W as 0 ct ~ "'.." Z o W O W SI: W p� = o _ GCS > c Z Q � � Z W W ZS 04� w0 a Z�v '♦'� W N i� m Ill I W r �1 g LL 0 . I I STANDARD NOTES 1. GENERAL ! CONTRACTOR WALL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALI ift UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION 11 TELEPHONE 1-800-227-2600, CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 'S' 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 CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE AUGNMENT. IF RELOCATION OF EXISTING UTiU71ES IS DEEMED NECESSARY THE CONTRACTOR SHAD_ BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A U11UTY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 1' CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES 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 THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR . TO TRENCHING. CROSSING UTILITIES SHAD. BE DAYLIGHTED AND CHECKED FOR GRADE. BY CONTRACTOR PRIOR TO TRENCHING. li 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 LAND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 2 STANDARD DETAILS ! THE FOLLOWING CITY OF BAKERSFIELD STANDARDS i SHALL BE CONSIDERED PART OF THESE PLANS: 0-14, 0-16, 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. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING. TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH 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 COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. i' THE PIPE AND FITTINGS FOR 6", W. 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END 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. 11 ! THE PIPE AND FITTINGS 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 0-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH 'OUT AND FREE FROM CRACKS, HOES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECT'S. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES, CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH 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 1, I. AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. ! 5, PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION 0-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIOiS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT-iN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOME RiC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PiPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PiPE AND FITTINGS SMALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND 111 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. i !i ! . 6. REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS- I,, ! I.A. MATERIALS. I' REINFORCED CONCRETE PIPE (RCP) SHALL BE ETHER CLASS IV OR CLASS V WITH WALLS "B" OR V. RCP SHALL MEET ASi'M C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WTH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED O-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 APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS D THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. II 1.8. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY MS. SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77'F t5 (251C t3 ). PROPERTY � TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MRN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MiN. SHORE DUROMETER, 'TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE 11.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM 0412 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. Ii LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M). APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MAD AT A TEMPERATURE OF 70' - 80' F(21' - 27' C) INCLUSIVE. l� ! ALL PLASTIC LINER 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 LINING 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 LINING. 1.C. CHEMICAL I RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25` C t3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED iN ACCORDANCE WITH SECTION 7-2.03(1.8) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20%** 5% 5%** 1%** 1% 0.1% O.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. 1.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 LINING 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-i/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 HOES CLEARLY MARKED. ALL NAIL AND 11E 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 BELT. OR SPIGOT END 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, JON STRUCTURES NOT SO LINED (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 BAC(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. WERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHAD. Be' EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE PORK UFT. 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 INS SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY PONT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE 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 YPES:TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER 1N,.c JOINT, HEAT -BALED 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 LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF i/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 FLIP 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 D THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. 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 TOMS 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 TOO. 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 WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING 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 RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP. 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEET'S 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 LINING 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 JOINT'S WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JON 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. I.I. 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 & 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 O 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 WIELDING STRIP HAS PASSED INSPECTION. INSPECTION SHAM. 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 MALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMiENTS SET FORTH IN ASTM 0 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 0 2321 'UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE.'. 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWNG: 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 ROPE BY 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 WTH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATI NS. 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 % (5%) BASE I.D. = 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 D 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 TIRE 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 THE SAFETY 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 TO COMPLY WITH ANY OF THESE 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 BACiKFILLING, 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 APPUCABIE 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 (90V 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 GRAD. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DMENSION 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 TiHESE 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 UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLJNL CONTRACTOR SHALL PROVIDE 'FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR CODLING HOES SHALL BE CAREFULLY -EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. Tia 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-SUCING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL 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 SIDS AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION. THE FINAL DEPTH SHAD. 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 LEWL 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 AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROWING 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 ROWING AS SPECIFIED ABOWE. 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 (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING 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 COMPACTION. 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 O 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 (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30 AND SHALL BE DETERMINED BY CAUFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) 01557 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. SEVER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL 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 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 ENID 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 SZE 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. PIPELINE TESTING. ALL 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 PIPELINES" 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 LINES 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 MANDREILEO TO MOVE 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 LINE. 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 RECOi+iMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PND AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PiPE IN ACCORDANCE NTH THE: CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO MEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO NIL ALSO INITIAL 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 13E 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-LINE 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 LINE OR RIGHT-OF-WAY LINE WITH 30' OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE 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 LINE OR RIGHT-OF-WAY UNE AND A MINIMUM OF 2.5' DEEP AT FLOWUNE. 13. ALL SEWER STUBS MALL BE CLOSED NTH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. 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. 15. 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 65-1.068, "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, HANDLING 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 SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE 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 END PIPE, BELL HOES 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 HOES 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 UNE. 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. i IIS 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 PIPELINE SHALL BE BACKFILLED WTH 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 iPIPE 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 INSTALLATION OF THE PIPELINE TO GRADE. THE VOD BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR-13LOWNG SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL 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 T 0 INHIBIT THESLOUGHING AND/OD CLOSING THE WORK FAC E 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. 17. MINOR STRUCTURES MINOR STRUCTURES. PORTLAND GEMENT 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. 18. SURVEY MONUMENT AND FRAME AND COVER WTH 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. 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 -QF -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 INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE D THE PFRMIT- i-(10� DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rn 0 M M I— QP 0 Q ,* v w d* I Q J W C.P pcp 3 0 w c0 cn v N ItIt W Y Q m 0 91111 • coZ U co a f _ ., Z -co Ac w Z in cc $-4 � W O W p..4 cz � cz O) co Z 0 w Ac Z Z4 �a Z O C-.'-) 2 > jr W in CL 2 ix w -j Lu Lu H♦� cn cz ui... / Vi N C') co 43 1 • coZ U co a f _ ., Z -co Ac w Z in cc $-4 � W O W p..4 cz � cz O) co Z 0 w Ac Z Z4 �a Z O C-.'-) 2 > jr W in CL 2 ix w -j Lu Lu H♦� cn cz ui... / Vi N C') co 43 1 9 � I W cm 0 1 (A $1 LL 0 JCC j _W CNI DO IA: BERRE,NDA MESA wz oma°° V FD. 2' I.P. TAGGED m m z moi' DISTRICT " FD. K.0 Nt A: 3 1/2" BRASS "9F cf " ' " ✓ e `` o z v J z m LS 4383 FOR N. 1 # CAP MKD. LS #258 FOR NV.W. _ _ _. _ _ _. _.. _. _ - . _ n _ _.._ _ _ _ _ _. _.._ . _ _ _ _ ._ ._ .._ _. _ __ _ _ - - COR. SEC. 11, 30/26 _ _ _ _ ._ ___ _. __ _ ._ ._ �- _ __ ._ - _ _. _ _. , !r?rt? __ - _ ._ .. _ _. _ -_ .- _ _._ _ _ _ _ _ ., _.. _ __ _ y =,, =:, �� _-= - -- __ _ __11 L °° -46'. r` C? dd -_ - __ _ _ -`7 +`� 2 = DOC. N0, 0205174823 DATED W t-1- FUTURE - _E (i°3? , `'s'tF St-Opp- STREET t_ P _ _ F ' m�'n _��W W m mN STREET � - � X. F'P (^ � - ---__..--- LIGHT c�i.F1 € -- r 4 5' � i �} � --. . {}� - _.., NU-) 41 S8. 4G5'E -7V 946'55 E= - = e ---------- �.� OUNDAR TRAC - 3 i8 R 1. ■ __._ RB_.. __ GUTTER ..,__ -5T53+► L . � �� � _ TIRE CU do GU t z 2. _ _ -� - N01'1 0 oa ao � s __ _ 50 'N I s _ r �r f cit= - �- - - - -� �x `1 1 I �- -f' �- 1 Fi7YUT�E T�95RAT;i_ + _ _ _ _ ^ _ _ _--c-dRe T-� _ - - S89'46'S5"E 52+0� 0 - 2190.9$ S -54+00_ - 55t00- - - 56+00' " - --- �� 5"E i .44 ±9`57 .2:1T -„ §.'- 1�.. - 58+00- '_S8�J`46 55 E _ i IN 7 A:P £P !� 362. 00 £P TRACT 1 1BOUNDARY 1 1C�Pso I y, ,... -w- -- •- - -- - - ---� NO1'12'33'E 1 5.75' . FUTURE CURB . a dlt. GUTTER .33 FL I 18 SO- ' f'''' 2 1. 361. S00'1VO4*W 10.42' 1 TR I I 1 1 / �,110, f ---------R _g --- - - - - --•-"- - - R7 -95i 1y R7-9 1- - - - - - chi °D I i -PROPOSED RIGHT-OF-WAY 5 u u gcs i W Ir r3 0 r i J p o: C4 `` J a SERRENDA MESA � J '`� W ri M c� circ < a WATER STORAGE DISTRICT �� o J i ao mx t°i° xm U4 >W 1 m + N ce<cd ZO g� i Q w �im wa ' � + W M)f7 J I: 1i ; [� EC W m M _ I to 1, l i pw (o W < � r ♦♦ W L, 1r 1 Q < '� VI a ;t♦♦ d ,� 4 tii,;.,. 3 C: - ;) - t � _,- � r- PROPOSED RIGHT-OF-WAY---, < <dta �F' ♦ �� �� I- 4 00 _z/ i, 7 v 07? - 1A W fib; J`� � �_ - - `�--- - - - _. ,.: .._._._ _.._._-- - --- - -589 46.5 E ---_-,a:.--.. .: - -. 7 3.79 , -t. 3 -r S_._ _.... -� --fUTURE STREET LFUTURE CURB do GUTTER -, sQ t..------------ --------- . ------- --3�---�- ---- -£---------o---------------------- FUTURE FUTURE MEDIANi..-9�" ' - N --- .�� F - W1 -/- `60+0- --- - - 61+00 62+Ofl'- '63+00- 00_ $ _ 5+0 " 734.8 _ $ Ap f CJI 10 TOP OF SLOPE - i AO�p m w lam, �o ' w S89'46'37"E 18" RAIN 358.58' ►�"' S89'46'37E 18" GRAIN a tO 358.58' �� o a.. o-` ., o ©2 1 I 2. R -9 -- - -- -- - R7-9 5110 -- TOP OF SLOPE I �;, "• z m ( I SEci +1DARY ACt2� ROAD �,� car m T PROPOSED BLOCK WAIL ' `--TOE OF SLOPE ' ' , ' `obi •i m Z Z 6 J-4 ' 1 moi, I I SEE SHEET 8 FOR DETAILS � �i � rri � � i Q 1 � � SEE SEPARATE PLANS � t � � I � z Cj � � >� -3 >-. _' � i v v W I I zoo t t ( � 2 04N + Z N Q mrd � 1 N i i i 1 t75 IV u: Z � N ^^ I :3 P > j z aci ori ♦ 1 t I ���• 11 ' 12 ' wW 1.Q 13 1 14 1 ' 15 1 16 +++,� viri .4a1 0 *,4 17 a o ++ 19 g+ ! I W i 9 <� I < 'o�'� �° °'" Vim. Vo. p<.y ♦ t p o<� <<QQ in t' -i! t- W ' m r~ir r ♦ 1 II `t7 1 N 1 I I rn H zo l +- r- > i r r ♦ 1 r r r +' , W , (A Nln m r/iUI o 374 372 7 370 368 ____-_-- _. 366_ 364_.____, 4:1 SL E TO MATG2 XIS" IN 362 3 360_ 358 356 52+00 376 374 372 370 368 I { 366 i 364 362 360 � i 358 356 , 354 { S 3.52 S 350 �._..__.-.,...._.._. 348_ i 346 344 i--_----V-�-- �--- 52+00 +, AeBREM AjjONS F.L. FLOMUNE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE $VC BEGIN- VERTICAL CURVE EL EV E7 EVA110N EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT -OF INTE RSE,00N ECR END CURB RETURN PRC, POINT OF REVS M, CURVATURE 8C' BEGIN CURVE PCC POINT OF COMPOUND :t tVATURE EC END.CURVE TC TOP OF .CURB PI.VC POINT OF INTER Ci1GlN - TP TOP 4)F'PA11j11EMI04, T . OF VERTICAL. CXIRVIE fC FINISH CONCRETE F.O.C. FACE OF CURB R/W -RIGHT--OFA-WAY FURNISH & INSTALL RVEY MONUMENT PER C.O.B. STD. ST -13. tit - EXISTING SURVEY MONUMENT j FURNISH do INSTALL METRO STREET''NAME SIGN 'PER C.O.B. STD: T-1. -a- FURNISH &INSTALL TRtE£t LIGHT - 9500 'LUMEN: STREET- LIGHTS. ARE TO BE IV AS SPECIFIED IN C O.Q... SPECIAL- PR O1 SIONS--SECIKIN W-&01 • SEE DETAIL ON SHEET 5 53+00 54+00 -------- -_-_- --_--. _-_I 55+00 53+00 54+00 55+00 L;FND• (CONT.) FURNISH do INSTALL TRAFFIC SIGNS PER C,O.B. STD. T-19: Ri 'R4-1" - 00 NOT PASS .W31CA)" - ENDS GE tffT "R4 -7A - KEEP RIGHT W75 - LANE MER "119-1' - 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(q)" - LIKE LANE "WI -7" - DOUBLE ARROW "117-9 - NO PARKING/VW LANE •W9-1" - RIGHT' LANE WINOS "RS -1R" - ONE WAY: RT "R5-1" - DO NOT ENTER ZC-zTICMI DESIGNATION: SECTION LEITER IL SHEET WHERR: SPION IS SHOWN 2 - - D FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS EXISTING STORM DRAIN LII_ EXISTING SEALER URI: _EXISTING GAS UNE 56+00 (STA. 53+05.62 C.L TO STA. 65+00.00 C.L) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL OF PAVEMENT 0 NORTH (SIDE OF 57+00 58+00 W tV in !V W W d "G d ti iii J o Q yL4w 5 56+00 (COQ 57+00 LEGEND: COSTING WATER LINE WNSTRUCIMbI NOTES: (CONT) CONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE 63+10.92 DOSING; TRAFFIC SIGNAL CONDUIT - -- -' - DOSING INTSMINIECT SPLICE BOX ___:_____..______.... OCONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 9.q4. NEW PAWMENT MARKERS -SEE LEGEND. DOSING INTERCONNECT _j _j c� FURNISH AND 'INSTALL CATCH BASIN TYPE "A" M SEE SEPARA PLANS PER C.0:8. STANDARD 0-14 --! -+ ® DOSING SEWER MANHOLE SIDEWALK SPECIFICATIONS .ON STD, DETAIL ST -3. 0 DOSING STClilrl DRAIN MANHOLE � FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 15 ^34: r I FURNW 8 INSTALL IRRIGATION CONDUIT 1 IR e c18 "416 dG05zF"' FURNISH & INSTALL INTERCONNECT CONDUIT LL, f 113 TR5 7 FURNISH & INSTALL SPUD BOX''FOR INTERCONNECT ST -9. CU TR3-NO. 3 1/2 SIZE TR5-N0, 5 SIZE TR6--N0. 6 SIZE .I 370 CURVE NUMBER FOR CURVE DESCRIPTION 1 Li TAPER NUMBER FOR TAPER DESCRIPTION 3. .PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY ITEM OF WORK - SEE SCHEDULE W tV in !V W W d "G d ti iii J o Q yL4w 5 � 63+00 64+00 65+00 _ 376 WNSTRUCIMbI NOTES: (CONT) CONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE 63+10.92 n_ GATE PER C.0:8. STD. D-12. CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -18. 48 6 R 63+20.92 ___:_____..______.... OCONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 9.q4. NEW PAWMENT MARKERS -SEE LEGEND. - PROPOSED BL WALL _j _j cd 63+65.92 M SEE SEPARA PLANS 57.78R T. --! -+ 58.31 RT. Z SIDEWALK SPECIFICATIONS .ON STD, DETAIL ST -3. U Nt4 t3 t,. � QINSTALL I ^34: r I FLOWILINE TO FLOWUNE. 1 aClCO O o + e c18 "416 dG05zF"' { LL, f 119 N N ST -9. CU � a .I 370 C3, i 1 Li SAWMCUT EXISTING E.P. 1' BACK OR AS- DIRECTED? BY CITY ENGINEER. 3. .PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY a; (AW rw a cn , ; } ___o z SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED SLEEVES CONFI{ 1RATION R .FOS NDSCAPING PURPOSES- 368 . ;cn TR. 7256 PRIG TO PAVING. CONSTRUCT DRIVEWAY PER C.O.B. STD: DETAIL ST -2 WITH 1 -26 r_ a J J�p to CV la tt� I Qi ( ��Qpj �� ; V4: I Q Vti 1 J J ' ' Don J WOO 14 Q o� oC; "`` cirJ.' / "+�> < + + n. a °c� ,: o N rri 12 �, z � -�,ww t- M en +� 1 13 � a8 1 z m n Kiri Q W zoo m ow i I 1 ww 04M w Lj Qoo /� 11 W F<-�d cn m rn rn n: (nen a� W n v"�i I� ew (onfn _ � 0I� izzg R - - rr � tnrn w : LL 372 : z ._. 370 uj s i i S 's i t i , i 368 r ; W ujik t , } 366 ; { i k t r f -------- 364 - - - - --------- _._._ _._._. _._ _.-�._.-._._r__.-,-,_-_1'-.r._ --- ------- -0.25%! =0.257: : f �- ; 362 i i i i s i i l 3 60 S i 1 ! i 4 1 3 j 1 ------r ;_ -------------- { { s � f 358 _._ -: - -- - - - 356 60+00 61+00 62+00 63+00 64+00 65+00 58+00 59+00 60+00 LEGEND: (CONT.i at STATON DESCRIPTION EASEMENTLEGEND BIKE LANE MARKINGS PER PER CAL -TRANS STANDARDS �► CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPUCAG E flop "STOP' MARKING PER CAL -TRANS .STANOAROS AAMC "AHEAD" MARKING PER CAL -TRANS STANDARDS ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRING TAPE (SSP) OR WATERiBOURNE PAINT. ALL OTTER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION ON SECIION 84. 2010 'EDITION. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DET&& ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84. 2010 EDITION. To, TAPER DATA NO. O STATION 61+00 62+00 63+00 64+00 65+00 _ 376 WNSTRUCIMbI NOTES: (CONT) CONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE 63+10.92 OACCESS GATE PER C.0:8. STD. D-12. CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -18. 48 6 R 63+20.92 ___:_____..______.... OCONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 9.q4. NEW PAWMENT MARKERS -SEE LEGEND. _ 374 CONSTRUCT 2', A.G. SWALE PER DETAIL "B' ON SHEET 10 TO 63+65.92 STANDARD SPECIFICATION ONSECTION 84, 2010 ED. cc 57.78R T. 10' WIDE MEANDERING MULTI -"PURPOSE TRAIL PER C.O.B. 58.31 RT. { { SIDEWALK SPECIFICATIONS .ON STD, DETAIL ST -3. NOTES: 58.9 2RT. TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH 372 QINSTALL W-31(CA) SIGN WITH OM4--3 MARKER. BARRICADE IS TO GO FROM 1. MING AVENUE AND ALLEN ROAD - FLOWILINE TO FLOWUNE. PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER joI FURNISH AND INSTALL CONDUIT FOR FUTURE :SIGNAL PER C.O.B. STD. z { LL, f VALUE -59, TO BE COMPACTED TO 95% RELATIVE (DENSITY PER C.O.B. STD. ST -9. ® REMOVE EXISTING 'SIM AND .BARRICADE AND SALVAGE SAME IF POSSIBLE. 2. .ALL CATCH BASINS TO BE TYPE "A" PER C.O.B. STD. D-14 WITH OPENINGS 370 C3, i co SAWMCUT EXISTING E.P. 1' BACK OR AS- DIRECTED? BY CITY ENGINEER. 3. .PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY + ____-_.__. _ _.__._ �__ __ _ ;yy __ , ; } ___o z SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED SLEEVES CONFI{ 1RATION R .FOS NDSCAPING PURPOSES- 368 . ;cn (4)-6' FOR TURF AND (1)-3" FOR TRIES. PRIG TO PAVING. CONSTRUCT DRIVEWAY PER C.O.B. STD: DETAIL ST -2 WITH 12' WIDE ACCESS GATE PER C.O.S. STD. 0-12. ` 366 i } S ' -} _ PROF 364 i 5=-0.498 �.r.r. S=-0.4211; -------- ' 362 f , 360 1 S f �:^ _ { 358 s 356 �--INVERT 18" DRAiN ...-- 354 352 350r, , • , ; 348 , 346 t INSTALL 3581.56 LF OF 18" CIj; RCP 6 0.157 III 344 To, TAPER DATA NO. O STATION 61+00 62+00 63+00 64+00 65+00 eONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.0,8. STD, ST -1. WNSTRUCIMbI NOTES: (CONT) CONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE 63+10.92 OACCESS GATE PER C.0:8. STD. D-12. CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -18. 48 6 R 63+20.92 DaS'DNG POW t POLE AND DOW GUY TO BE RELOCATED BY OTHERS. OCONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 9.q4. NEW PAWMENT MARKERS -SEE LEGEND. 50.75RT. PANT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS4 CONSTRUCT 2', A.G. SWALE PER DETAIL "B' ON SHEET 10 TO 63+65.92 STANDARD SPECIFICATION ONSECTION 84, 2010 ED. t 5' ALLOW FOR MING AVENUE RUNOFF. 57.78R T. 10' WIDE MEANDERING MULTI -"PURPOSE TRAIL PER C.O.B. 58.31 RT. OCONSTRUCT SIDEWALK SPECIFICATIONS .ON STD, DETAIL ST -3. NOTES: 58.9 2RT. TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH 59.00RT. QINSTALL W-31(CA) SIGN WITH OM4--3 MARKER. BARRICADE IS TO GO FROM 1. MING AVENUE AND ALLEN ROAD - FLOWILINE TO FLOWUNE. PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 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 \ _! DETAIL T-33 AND T-34 VALUE -59, TO BE COMPACTED TO 95% RELATIVE (DENSITY PER C.O.B. STD. ST -9. ® REMOVE EXISTING 'SIM 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. SAWMCUT 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 IO FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED SLEEVES CONFI{ 1RATION R .FOS NDSCAPING PURPOSES- STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS (4)-6' FOR TURF AND (1)-3" FOR TRIES. PRIG TO PAVING. CONSTRUCT DRIVEWAY PER C.O.B. STD: DETAIL ST -2 WITH 12' WIDE ACCESS GATE PER C.O.S. STD. 0-12. ` To, TAPER DATA NO. O STATION OFFSET FROM t 63+00.92 48.00RT. 63+05.92 48.08RT. 63+10.92 48.31 RT. 63+15.92 48 6 R 63+20.92 49.22RT. 63+25.92 49.91RT. 63+30.92 50.75RT. 63+60:92 56.25RT. 63+65.92 57.09RT. 63+70.92 57.78R T. 63+75.92 58.31 RT. 6 3+8fl:92 58.69RT. 63+85.92 58.9 2RT. 63+90.92 59.00RT. 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 do 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 L" \ FLOWAGE AND DRAINAGE EASEMENT PER DOC. NO. 0206281011 O.R. CITY OF BAKERSFIELD SLOPE EASEMENT PER DOC. NO. 0208082406 O.R. DICE ALERT Cali: HILL FREE � 1 _�T n-�I -21N I AT LEAST M DAYS BEFORE YOU Do UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 M M V w d� 0 Z u- 1 W U M W pp co CD N it v Q in U z J o. W 0oZ uj co � o > za Z C W > Z CC -' -1.- UJ cn co 0 Imo rR W W cv) 0 $ I � . I . i . . .. I - I I , , I' � I I � _. � I � , . I , , I I I . I �, "! .- I I � I � . I , � I 'I', : I I I I . I I I . I I .. I'� I I � � . I � . I I - I . - I . I I I - I I I � - I I I I I I I I I . I � I - I I , . I I I I I I . I , I � . . ' . I . . I I . I I i t � z . , . . I .1 . � . i I I . . . � I- , . , f I 1. I I Lo � ,,p : I �W ' - % , ,. . I I i : � . . I I . M, IM 053 ', A) � ' . " I . - . I I I . i . . . � . - � I - -THIA PORT,ION1,,,OF M�NG. AVENUE'j : � I - . I I I . I . I . I .1 " ! � i �ATCH LINE I ' . _ . , , - . I - . . STA., 66+70.36 �.LL-"4.,,OQLT. = ��, � . I I 1, 1.11 I . � I . 4 ____j . F- - . , . I F I,- . . � . . ; ; I I � TO BE'CONSM.CTM WITH � . . � I BERRENDA,MESA STA. 78+04,.'60 C.1`5018LT.- : I , I . . STA. 66+70.36, � . . . . I I . ? I t � - I . ' � Ld I � I �UNIT - 3 OF fo.,� 7256 �' �, I � . . . I � I STA. 78+66.Z�, F.L. I I I . . I - �1 11'' I 11 I" I AC , , BREAK � � � .� - I . . 11 � - .. .. . �, I I I I � 1! I " � WATER STORAGE P.C,C.-FUTURE CURB k GUTTER I I Li . OR WHENE � CES - , 1 -60+p , , M, � , . . I :, '' � . I � I . I I R V MER - , S I'll, , ,�'� NORMALf.L. "ELEV. ,362.4V ,, _ I'll: , : sw TV "C,r . , r . � 11 I-, -L'ELEV.-16212'r GRADE BREAK . . 11 i ... : MATCH LINE m I " , . -IS REOUWE , .1 I'll, It , "I I � I 11 , . :` F I .. I I I I I . f STA. 76+78.83, C.L. 48.00LT.= . (n 1'.1, I + . . I . . I . I I � DISTRICT __j STA, 7.8+00.00. C.L ' . I . I . �. I I I � . S1�,'A7+O7.OZ,C.L,7.00RT, I I I . . , 11 lot STA. 76+75.88, F.L. I . I MATCH LINE' , 11 I - I I I I . I . ENO FUTURE 180 DRAIN : . I - I � � , . . . I . I I .: i I - I � � I . I . I I '. - ; I Z; I -FUTURE CURB k GUTTER . �. 9 I . . -6 - 4&,42,1LT. , ' ' . I I . I . .. I I . ,; I �5AOE BREAK EC, �� w I . ' �OOL � � . I 1.11 I I I I STA '00, C.L,4 ,ti' -. ` . . Li r I 65+OD. W I /STA. _6+7OZ6 C.L U . . I . . I . . I ' I . I k111 0 21 - I ' L . I . � . , ' I . *Z'6 "I - - + � � ELEV. 355.66'INV lir, K , , � � I . . I L . . . I I - _ DRI\0EWAY .C. -FUTURE CURB & GUTTER STA.76+66,46 C.L. 1164LT. I SIX 77+45.69, C.L49 ', Lt7 . ST .,, 5+00.00, F�L � . _j 8 I I I I I . �", ... In I , *. � I . I - I I I I . . I . I . I I le i , �� 11� � " 71+60.04, F.L. - cs ()L .= I STA, 77+41AZ� F,L I I (n I - I I I . - I , . A 1 , i , I .1 . � .. I + � PROPOSED, -,RIGH T -OF -WAY .. I FU1U �,F.r I 116 I STA. 75+65.69, C,L 48.010L I . I I I � . I , 1, I I ,I-- � � ,9, FUTURE 'STREET .!� � F ' , I I � � (NQR,TI4 LINE OF SECTION 1 .' . � . I d'� <�, I �*, 'o S � /,� I �, %*. le 11� 1�� 1A STA. 75+55.69j, F.L. I NORTH LINE OF I �, FUTURE STREET, I I *E I I I I L , , - , ' - I.. - � I . , I . _& I i, ,f " . - I 'SECTION 11 `� - I ., E I pp v�� -\, , - , ci _�k - I e7 ' f ' -�� ��p - -- - - -1 - - _- - - - - - - - _ - - ,�� ________� .. - " . , 0, T_ � - - - - - - __ � - �4_ A. _____1 , , : _v 4� , � - " �, p I'* \0_ .1 � . . 1111q8Y44!O_q -777-777)-:::_ --� ��_-_- `- . Lu _____Q,j I - - - pp JGH,T - I 1, ___t____1__ - , -,.- �� ____ -.-.- _ __ - I-, - - __ -ob - __ - - __ -.-- - _ - - - N.- % 111. ��d_�;t - � . -_ . . I . 11 , I =3r,77'r __ .? �. , �__ � ./- EX. pp. I - - 1% - __________br. '%� ------- t_,-.� ,-. - - -.-.-- "); __ � � 11. I � 11 _. , . � . - . , � . . - - � � - , Wj' -E --��5rr �;- '�_ I , �jli - ___ ,�'l __ - 1114. - _� _"� � �- . '. _. �__ - -1 ", . 4, -_ --- __-��, - - -_ _�� ." �r"W_,\__ �"n� _ I -M -1:4 _��,, --.111- I L -1. L I - ", J, I I I - I I �1 . �", � -- - - - -_ _�Lg i- , -_ - !, LL ------ I _)b ---,P,?-Zx -77 --- " I I - - . W'' S89!4-6 .57'.__-_ " � ____4 1 -----4 -------------- - � - - - - - 1w , - 1�-, - - ------a , " - " - .i . , M, �".. " I - 11414 - '_.�_' __ ______,___;n 7_7 - - __"�� _4 �___21 - -- � - - � ��w, 7- __ I - ..;. - - __ /1 ___.___2�__=A -1-CIL � . , . - , - - - .A� - ____ - --'-- - _' _ - "' --'-" - '' - - - .-' __ - / , - �,� I � ,____. -_ --- 7 _77:-� 7- 7 77.T - -- '---' __ ,. I - I'--- - � � _1_171- ,-,---.-,--��-�------,,-�w-,--�--�--,�-�-�,-- � -_ ____ I �;� ��_,m� - - - 1. -- _ �, - _� ,� - - I I - �T� I ' --- , _ ___4�� ____._ - -_ ---.I -_ - -1.1 - I I I � I . , 1, Y7 ...'IiiA . : - . �7� � I- . . ,!�r, 1��F_ L C YqL _ _ � , - _�� .- -_ _ - --- ----- - -_ --- _ - -_ -_ - - � , - - - - .� _777 , . ,� :_,_7 7=7 1 -) 1, � - �c __ - N - I __ _ _ ___ ^ = = - _ - _� . I I __4fEBDP__ -.-- -_ - - -_ 1�_ - - � _t u �$A,-_ --' - =TRAMSA :, I = = - .. - - - _' -, --.-, - -_ __ - - -.-- I � I I I I 1.7 _ :,_ � -_ - �Z� � -_ -_ 11,�L_ __ - - -_ - -_ --- �_ -_ - - - - -_ - -c 4�__ __ 77- - - I . I I I - --- - �_ __ �7a,: _______.___________ - - - -1 _1_77 7_1 --"I__ __ - __ � -11, 1- .., -1 -- 1. . 7' " �X. Ti,Dp C --_f- I - . - _%*_SO . . �= _�, - , __ __ ,____..._ _-_1 1_-, - _ 11-- -111 I— --- I— - . I I - -1 I � � _. J. I _ . - _ A- F 1 ,��._' V 1 5 11 I . I - �, v , I -_ - M__ � - -_ --- - - -_ ____ --- -11-1 _-, -, . - --' -, �- ..D - . - I I I � 1 =,_�4_1_ a .1 , '. ;� � � � � � I FUTURE � fz� . I . . � I I I I I I 'Lj , . ,10,- , , ?98118- DRAIN 'FOR .- . , - __ __ _ _ - -,- I __ � IV 'si:�TE__�_ - - - - " " - - - - __ - -OF- SLOPE- - - -- -- -_ - - _ 9)c.. - -piallm-wit __.______, 11 ____________._______._______ - \11 \ -- - - - �- " AN fad . - P )A �. (y 1 15, - � '' � I , - - I - TEMPI SUMP1COL1E - N24US4*E 39.62! 1 OU --f6,-- ------------------------- ---STA. 1-5+55.-49 _ -_ __::�=,' -7 - I LAJ -I-, �de- � _ -, - _1 - __ - -- i EX Lc , I 1. CTION 1j:DX-, 7� k_ _7V_________ ------ -1 -_ - -_ - -1 _ -- - _ -, _ -, _- -_ - . __ - I . , :_�::��OF TOE - I - %,/ i � I . I I - . ""Ill � - __ __1\_0 I- - \�iT 6;01; - . __ - � I - I'll- - _:��__10.�I*__. . -_--n - - - -- IfMl - -- - - -48 7 ---STA. 75 5qr5-,. , F.L --------- ----- I -- -_ . Otm__ I '11PL- 20 0'_ I �, . . ,� _.�__ � - - - ��_ 4�� A ^ fuLfe _t4z - - - - - - -, ��. jl� I i - ___ �1 �, - - - It_ _ku_ - - - - - - -- - - , -, - MEDIAN .,CURB,, I , ' __N_,_v1111 I --,---- k. r- - _v, , _?� ------- --r,-- _==_=__=_ I I I I -Tw M rCH LINE7 1'11�4 , _1!f�-!t��!Im 51-_ ---w..-- --- --- I., . -1-1-1-Aft� I --- I r STA, "&r , M, I "p - . 3�5.11!�ANV,;18- N I'm .� � . V, I I � ,-706, gtll I .;--- I . ,�Loo DO; - C 7. I W-Cmp RISM icn f - . - - _'�,:Jrw� - Lb I- -1 - --- ____ 10 - - - , 7=1==,:��i 'i . I _ 4; �- 7 - - �- ,- " - _� -___ - __ - I : r' 65+ "I 11 _,��'. '*' - -- -6 - . "L .. I N- - - - �& co -A- - - -� - .- 6-T4 . , '. 2, .., 08 00 - - _*-y" - ':�--77OtOO - - - - =- - -71+00- - - , - _72+00- - - _jia �_ 9 4, !I 7+00 . I I __ - , �� .. "11 I 6�74tO 4- _-Aemc-009+00 , ,,L I 1 -42 .� -_ - 73+00 - _j= -7:74+00:;X ---=-z 1, ;rt.9754.00= I � ,, T.C. � ELEV " 364,,64-, r , , .6 �_ - 1��_� �_�_�� 0/- 11 . .1 - =��A I =ii.�w - - I , . �+oqF. \ ;� 75, e�,_. - - �� . %_ I � " t - . "I I I-,- '. I � , e. I I I I -.;g I 7 I I .. I 1-- - - - - - I t1p.11 LIP, 36181 -, 1� I I I I � .1 I I . , � i 75 4111ulm.- , ,� - - ,,, .11::: I �, � 0. I I 11 , , � 0 Q - -7 _d I I - I I'll 14 �_ , 'o ; -. " - - , I 71" � F I I . - �-- . I I 11 , I �� rr - 8,60 I I =���_ I � OALV.2 . 1 10-5&f)9' - - , I - � - �, � r -. � ,,, '__ .1 - Ttnlv'. 1��.I_ 7wApwm.1*7-' , - I I I I . I r : !"�*�,�, �,_ __ _ - - - - - tm-:_ - - - - - - - - - - - -, 0 1 �. I I I - * I . _. I , . I . I - . , � - I - - I A -'7----'7''- -_ c�" ' 1 Al� - � � - ,%-'A- . I'll � " �I:w,, 11 , , . . � ��__ I I ... \ RSEC`nON- ' '_ . _ 'T I I . . IANTEI � I . . 'TOP OF SLOPE , I . I 11 I TV. S,TA. r 66 -1 . .67+21 0 .L ' . . . I 09 ' I I SoS-ISWE I 400-Od -_ I 0 1 +5135"C.L �11 4% DETAIL RA7- � E.C. �, � 11 '' I IBASI� 38 JTYPE N , A I . 11 - ___1_1 - I— - I - -- - I . . � . I - � M FUTURE MEDIAN - -1. I ___.,. , - I I I - I Ime . 19' SO 18`SD , 0 , RBAIEGIN TEMP. - 45.0 0 1 1 1 1 - . � . � 10 . - I I n IF 3,-,, - W 4U,%4 -E S W -r -WE ,Wt24.11. � CL 4&0113111- ?4 .1 I I r ,ttA , 1* _�� 0GRADE BREAK CURB � N85p4WOCrE '___,PV_C__SFW_M_ 1- - I �sTk , , , C.L I � 1104 m I I , � . I I , -.1 _�, _ -. - - -1 - - - -_ 1_ -_ c I � �DRAINI, I , -- `67+25.8& F�L IMN ENO MEDIAN CU CIL 7,00111T.- A.r_ DIE 0 -_ !0 --STA. 7++76.96 �14�%T. i ------ 1; 3 1 MATCH LINE __11_ - - 1 q 310 STA. - W, 11 - PROPOSED f;NGHT-OF-WAY TA'd if 1w___._1____-_fc_ ........ '54 . NORMAL F.L. MV. -362.23' , � . - � � - _ - _ _,*_ _�_. - - _____ _* __ - - _ , � _.� J I N I . m /__(D , _V-1_409 a � A- 5,5+00.00, C.L 59. "7 �11&A_ 7 8' SO . I x &.9.4 !,,L__� -, , __ _ , I 11' I - i I Iiiii I I - 1- rw� � �4,24 1 - � - 1. _163-216-9- 0 1 1 ff - ! ,! 1!1� FL X4 45 R . ! _V4.65 - .' - IT _*� "112 , =, -1c . I ,4: , , , I 11. . ....... I .... W., �_ �_ = 5T , . 11. -,.-. __ ---,--,-..--.I'- ,oj�l I tu, 1*11 m - - ", ''I I . I - -_ ___ "' _ - I a . �, 0.1-1 = , I I -1 � I I � M I Ic o '' - 1c;___ � I 1� I _ --_- I - I -I - ". _" _w i *._.m��_ � I -_ -- - IC ��", 4�1 1 - 10 I 11 I . -2--l.t�_SWALE: .- -1- -_ - - '' I � , - - I _ I I - � I- - jl I FF%Dtf% A --- _ I �'� �� �=� . . 11 ", . '��l I .. - - - - - - - I � I I � I , � . I I . , ST- . 1 *7. \_±/�, . r1f W " --- __� . � 0 1 . -- lmmm=:=�� ,� , STA 65+00.9% F.L 11 I � in I �p I I I Z _�Iftll_ - - - IU ' ?I oil - : I I I RN, -_ : ,� -- � - -, -11 , I I PER DETAI 0 .11 I I . - I I , I ::�� I I 11 . . tW �Is a 1, AK - I � " 4 1 V�_� 11 I ____ - I \%,�j ' Z=Aftp9.m _i", -------_ , , 10 - . I . - I - DRAIN , Z__��_ � 1 0 ; I SH . . I I .. I , , ,,�KJD --- " . '-N END, 1 a-, I I SIA.,68+21A4--C,L I r., a I L_(D � I 10 TOE OFSLOPE � ' I 11 � 5110J . I � � . I , , kL 3 , I I _u_ .. � . $,) i ! . . 11 OF OF LEVEE , , -, 3, 00 \ I Ly � I " 1 2"36 � C -.L s. I - . I .. - , - I ",� I 11 _ _.. _ _ [IX TOP OF LEVEE , . ---- ------------ �. - 0 I . � _ I - - - - - L � I � - -1 -- I . ... I �_, I ,. _ � � ... I . -- _� -� or- - , , " - � -- - _ .1- I I r, , "� �, , � ,,T - _ - , I . i a - I I I I , '�,. .0-4 0 . :I- - - - - - -ro .� - . - . ''I �. I " - _� I h� I 'CL' 59., 1�_ LLL ; I I � 0 - - I � - , I ,_�� -, - V- . - -- - .1-1 -1__________ -"- , 'L, ,.I I.. . 0. - . _�_ - - , - I I I \ I � I - 5 , --I-- . , F. 11. 11 . I I I � . . . STA."45+001k,",' . � 11 I � I I / , I � cl - - - --- 1 64 � - I �, � I '' , � � STA� '155+0i'36 I . � I I tp . I I I � .. I I - - I � i , I , 1. . I , , -a-, I . , I - �iF � - -4 - - -�--40 .-T= d I . i - I - , I 1 C14 1_--- __ - - __ I---- - - :��_` I B.C.R, 1 , , I - L ': -7 E.C.R., 1� I I I I I I - . B.CR. - I � L��F- - + - -1 _____ . - "I � � .. I . . � . . I / I - _., n - - -It- - - - -7- , . ��111 I I I . c. ANGLE P . . I STA., 66+ .... C.L. 89i I 1= , I �,` , - STA. 66+89.3k C.L. 78A=T.- i _ . I I I I - _� - � ...... ..., I . -DINT I - I 11 I 1, , 'RAO' 1 0 .1 I MITS 11 I I . Stk�66+74.OZ F.L. I . � :. . . .1 I . . I � I ;_� - 8 C. I I ]� STA. 76+98iso. C.L. .0omT.= 6 � OOF SLOPE _� STA.' F.L. � ,, 1 " 0 1 .. - I I � I - - � . . I I I ��g � I . 0 -1 : STA. 75+55 66 C.L. 48,OORL- k STA. 77+03.81' f.L. � I � I 0 1 1 1 0 � I . 1 1 1 1 I , I I , UMIN OF CONS.-IRUCIM, � 4, r/_ I -1) "I, . NTA., 75+57.13'7 F.L. , I ' I I !4� / UB , , IPI FOR I X I , , , --*-_ 1 - ., . ' 1 6 1 5 1 / / � --'7'--,. 1 1 1 MA LINE I - . ( ) I :"' � r",� UMITS'lpFC' ' " �%$p STA. ft+89.36i'-A�.L MAW= 9 ] 8 1 7 4 ..,.- \ STA. 77+9&45 CL419,76 v=. I I I . I -1 - `tL '90b,ORT-iii` , I � 11�. \ RIP RAP 10')clWxl* 11 i"A., � I I � �0"+2,136..jr , ' ' " !, ��,' . / 3 vk\ � N : � . � �,,,, , , . I 1, ON,_"s_ I , � - .., I -%, I I I � I - . . I I STA " 66+ '', st'cr-PhOR " I 1.+ . I I I . / ! \ 4 STA., 78+0t%7 FE , '1' - - GRAVEL PAD. D50 -8r" . � I . - . I I I.". 11 I � " �-j 0 I -r �' 1 80 �\ � I I I I I I I I � 3 / 0 ' I . EDGE OF PAVEMENT I I . , . : , I - - 1 8 -14 1, ! il I - I . , \ , . I . / -t\ / '' \ , �� U; S�14 I .1 I -1 . . I , STA. ." , -, V 42 1 . I 0 1 1 � I / � it ': x I I W, M 6ZO2, F.L. I � i UNT,2' ' �D / \ I I ,_ , ELEV� 3,54.44 t _ '11 .I I if I I � I . I *. \ \ I - � � I I , I I I , . � , I . I . . . I � :_ I I.,� , " I 1. . 11 I I , UNRI I I . . � 11.1 I � I �, _11i . �1� ,--- I a 7EW. - I U111 vt I I STORM I I . I � 128 , , I I I ' . _;; r I I I � NI 0 ! i _ _ 4- :: - . _ _ __ - A* -$q i _ 7_ __ T L � A A* * M ' ' " A ' a L+ + F7 7 1 , *, , , I , END FUTU AT �',` J, STA _ N+ . , I '� , ELEV_ M5 � STA. , ik, V14 _.___ _. _, _ _ 1�� , F 'TREET �, � I ? , I , - I - _�g_ _ (I -I' 44 .- __��, _uv____,f` 7 / - �__ ___ - ,v � __71 E_41p=,_t __�� - - - s - 7 i � g. - /__ __ ��_____ 5 , 1: p , -,-, -7 , � , I " __ __ " _, � , - ,_ - - _`_ , , I , 1-11, _ - _�_ - , 'o " _j____ t -_ j __ �� - e I __ __ __ __ __ - �. _x____ i - 1 71 11 _�_______ ______ , , I I I (I � � %I - , ) , I I 0 :_ I '. , I . , R , -84�L,C L:- I , VEST. TEW '':00 . . \\_�,� 11 I I . . � : I L I 1� I I " I . . � . , . . SEE OW -SITE ST ET ,STk' 66+3& Xwml=,-�, I .1 MING A' . I 11 �� I I I � '"' .� . 1. . - �, I I .1 I.. -37 - 0 1 1 1 . . . i: I . I . i � I . . I I . � ; ; ; a : ! ; z . . I "A" I I I t . . . 0 �'�, - -_ T I � i I I - I I . I . � I (STA. 65+00.00 TO STA. 78+00.00) i I I . . � : i i i I � 376 DETAIL � I � 6 , � , � 'R. 7256 tM0RbVWENTPLANS I STX 66+3,0'A4.'6k_,AA, '' - . I . . - I ; : ; I . i � i . � . � I . ... , , _. i I . 1. i i I ! I I I , I � I . . j i � I � i � t : � ? i I � I ce ! . I ; i : � I � � ! ! 7 : ! I . � � i � A I I I I I I � . I i I I I . � i f W. i 1 N � ) I I I I I I I I i ! A ; � ! � t .-; ! � � -1 - � . I 1. , . I i I i I I I . 3 � 0: I I I . ; I 0 : I . � i i I . I i i . SCALE: J* = 50'MRIZONTAL i i � ; i i . � i i z I ; i ; . ! � ! . ? � � , � : � . . : I I i Rilon, � - I M, . � ; i � � i , - . -------+------ I ____L I � -_11--1 � � __1..__1L1__-_._...__,.. _ L ... . , - t I ; . I f� , I i 11 L t � L 1 i ' IN ' 5' VERTICAL ' -� ____�____-__1 - ______" -1 _ ______ ;_ --.1____J_._____ I 1 -4- !-___.A_____ - ------+.- -.1--__-__ _____1i______ - _______ ---,-- - = . _____ -,--" ___�_________,____,_ __ ______11___� g�, *-- i ----374 , � f � , I 7 - j,__.__.____1__� I ! . i", , . 1'_: 74, 1 _t�___ "-----I,- ---,-- i A - i I : ; . : . I I T I � I � . I _ I i I I i I i ______ ______� '______-r_____ I i I . ; I 1 ; �'. -', -1 __j___ , -__--__J___._4_____ _,L_. [ -1 i � ____ i - 37 f i I . t � � 4 . � ; t � � I � ; . I i i z i� ! i I � , � I i i � , � ! � ; : I - L � I . . I m' I I I i i I I i i � i . i � � I . i i � � ; i � I ; � ; i i gg . : -1 I I i - i . � � I , 1 , I 1 3 1 1 i ! i I ! i : I i � � l ; i I z � i i I ,a i � -*>: i I - , I I I I 11 I � I i . I . . . i . i . I I I � --I . I I I I I 1-1 i i - I i I I I . � , " " � � --�----4--�----,L�-�-------�----4-----------r-------t----,----i------.+- -.---+--___�___ --,------I,-- - ,372---- -___,!_----4----' --4-,--- --z- 1'r___ - I , . 1 � � 'i 1 - I I � ` P, . i I � I 1 . . . I I . I -I-- '1-- I I l . i I � I � I , I . I ! I I It C14 � . . . � � I - I j . . 1 � . . I . I .:: il I � I - � � . . i i i i I �- i I I . f i I I � � . . L'i i I I - 9, 0 � � . � i I � i I , I ; I I --1 +_� -, �� _ __ _______1i___---- ---,----,--�,��---�-------4----- -------i;--- ' ____ I I � s � I . � - ,370 _-La- - - _ ____f_____________�___ -, - a ____._._1�__.,_4_1.___1_____ � 1-,____f___ . T, -_ I V�_M' , . I t 3 - I mi, . I i � I � . . i 11 � I .. - i I I 1 A >: i �� � - I , !, i I I ! . "I I wi I i . I I A it -3 !tj I � . . I � I � I � I i I ! I . 1 2 . " I . � i i . � EDGt,OF PAVEMEN . ! . 1. I . i i � C 0 I,::;; w 1 � � .. _1*1_1 I APPIROXIMAlt TOP OF1, LEVEE . - __ . ____ I _ I I - - ._______ -_ �_ �_ _. ..!�. � - z - -_ � , _____ I . 368 tu - i , ----f---�r---_L I --+-------jw--7.. _. ____. -_ I -_ I SIDE OF mrAmm I . I � I I ____ . = ,A ga-i . � . I . � i _N" , I I i ! i �; i I I Ed, i I LL: . I I i - - � I � . , I i ! t I . . .� I ; . - i � I i � � . , I . I � I . ! I . I L i . I � i . 11 I � . i - I i i � . . R!� I I . `4 � I ' I . � .1 I I . � , I � i i ! . I I I I i 10 . I , � I . . f I , i . I I i � i ' I f � - I _.__-!_____ " __ __.�__ 1� . -.-- - __,_t________,_ _ --1 __�__ I I � __�_ ____1_r_ � I I I I I I I . I I ! . � i . li * . i � , � . � I W , 7___ �, . � i � 366 -- I --.----+-- . 4----- 1 i I I Y) � . � -_r_____ a "o 9--.---- _4 aw p - - 1,366 , I I I *+- . I t i SM &I . I � I I i . 14L . . . I I � . . I . I I 1, 1 I . . - f � . I . � i___� _�=.=--4---_-_. __j I 1. ., . I - �_, I . � I I I I � 1 '. I i i I I t . i � , P_ u, i i r . . i , - . _=.::7:.L__j_ - == I I I 1 - - . - - - - - -_ . . - - i I I'------- - -_ .1-.- - _r1_______t_____ -0. , I '= - - ,I __._f_.___x!!= -, _---_--11-1-w- f__�s- � - I I , - : : 364 �� , � =;�--==-,;�_ _�'z I , __ � 1. �., ..�.�" . I � I I - . - -_ , , - . I I . ` - I . 1 l_ - I , __1. � "! . 1� � I I � I., . I li I L 1. -_ - , , ,, - ''i - I - �' I I �, � , . 1_.�_._� .�._��._,_,_7�___ 11_17_�* ,. � 'S,�=q- '; . _.� = -_ = � _=_� , . _ it'i 7, -� , � � Ei�E� � I . , I 1_ 11 " , I 1 , i J i I _1 ' L- - � L!� . , ? 0, . I . -i , , I I I , .". .1 I " - - 7- � r , - I . mW I I ; I I d , I - - � I i - i l i I . I I I , . I .. .. �� L 1 5 1 1 1 1 I I -1 I I—- I I L __ - - i , . . I . I I i I I . _-I- - � - .------ ._------�___'___ -F- , --I - - -,--- -----4-------- . I � I . -_ ' - � ______j___L._ I , � "'70 �_ --- - -, ,___�__�_-4- _f - - L i , I - I f ; " - _. � � - _4__ -'-' . . L 1 '62 � -, I � 7 - !'' I I I . I '' " 3 11, _t __ -I'----,- � I � i � i i i � , I I i i . a . I , I , I . I .� , I . I i FUTURE NORTH FLOW � i ! . I 1, . '' - I . . I I . . i . I [11 I I i j i . 1111, , i 11 . . i � FLONAE i I i .. � I I I . . I , I i � ! i i I I I I 1 i I I I i I . � I t i 1; t -_ I i - I i i i i . �, I � " I ,-!, _____4 - - _ -_ . -_ . --- 1 4 1 � ; .______4__ ..-- _____ i . : , I : I __� "I'll ')w i � . --- . . . -4--T-- i I I I . � I . I I I �, I I '' I I -]- 'I It � � I � i � . i ; i I I , - � , � - -T I _. �__L_ 11 360 ___+______ I I I � . - � 1, . � : , I . I I I . �. . I .1, i ! I � I � I I ; I ; i I 1. .I � ''-� . I . .. . I I i . : i I - � I I 1 4 � i i � � � : I , . '', I � ! i , . . z . . . I- I i '411 . i I i I ; . . =____1+.___- _.___.L_ . - -_ 11 -______ -.--. I . . I _.___-__-.1____t__.1.__ --- r____ i � I i 7- 1* i 11 . I I , �, I .... .1 1 . __ I I --1 ,---,---,- i I -+_ . I . ; , . i I I i . , '8 - ---- i ----f- ... 1. I ----",,T- " __ F !* I I __ 1 3 --,-�-.-�----i--.-------4--------,-.-�-- __ L_____1_-___ . I � .5 - i � 4 � I i . . ... I . 1 i i . , i - . .. I i 3 1. . LL 1. L I I i .. .. ! ; i i I I � L - .1 I I i I i I I I t i, 1 1 1 , i 1� . .1 . I I I I � i ,� i � ' I . 11 . 1, I .� . I -.41 11� I , 4,5, '. _. , . , " �. 11 � � , 70+00 . . 71+00 - . . . , 66+0 .68+00 69+00 � . . . I . , ""'o I � ""o, . 67+00 � 'o . . - - I , , I . ,+ , . . . , . I � � � , , , - . . . � I . 1 , � , . . . . � , � � . L I I . � . I I . , . I : , . � � � � I , L , I � . I . I I . I I I ,�. . - � � I . . I I I I . , I �, � . I/ I . . I , . �� �, I . , 1� . . . - I � . I . . I I . I - , , , I . I . I , . . � . - I , , I : I I ___ . , � --- ---. _ - � ________ _�. I ___T_ " -, : _. ----,-I-- . I . f I I I i I ! z � I I I I I . - I - � � � I i i : - � . 11 I I . _T i I � � - . _F__ i ! ; I I , --- _____ -_ _____ -_ ---= I I I 1. 1. - ,� 1,1376 ; I --�----:f----77---- . I I , � , - I . I . . , . � I 1 . . i , : I . � i i . i 1 - T i r I , � I � I , ; . � 40�41k, ; - I . ! i � . . . I , � 1 3 1 1 � � . 1 I i i f . . . . I - . '. . I . I I , I . � i I . . - i I i I I I I _ ___ --,--,---- - � i � � I I i . � 1 � - t _____ ______,_i_1-_ ___._� ___ - - .---i--- � _�_L____L___� I I I ,.- i . -_ I � . . . I . I I i � � . . � . � I . . . . . 74 �- i �__1__-______+_____ i - L - , I - . i i I . I 1 113 � i i t . , I I � I ; i i I I I � - ; I ! I I I �, . I . i , . I . �, i � I i i i . I I . I I I i � z � I . � i - ) 1 L 1 1 1 1 11 I - I � . I . i i I . - � � . � . - � I . I , " I I ", .1 . I I - -_ -_ ____.__4____ i , - I � ''. ��_ , --- - P�_ _______1�__+_ I _______�---+- _r__ I 11 � . � i I I , . =I - --- -----I 4- . I �, . I � I i . I I , I i �: I I . I .: I i I i I . . I . .111 I � , , . . � , i . I . � . � � . i I i I i , I I . i I . . I .. . .. � t ; i s . I . i I . I I I . 11 3 1� A !� � '01 I i - I . I I � - I I i i i � i i i I ' : I . . � I I ., i � . . I I __ I I I I I - is, I .------- � - I _-, , I .cL ___ __ ___ � . - - . � -.-- ___ -----,--�-,--"-nl�-------r-------- ____ . -, ..--- . . 1 37 �, -, . �_ -----. --^---.- -_ Sg - " I I ; � � : . I I I � I I ,0.-- , 1,10 I , . I � � �. .. ) I �, . � - . I I I � I a p, , j ---g A-- R- q,-.- ;g 1 � - ,e , I I . I. .. I i . '; I I �� . � - � I � z I . I . 1. I L.W � 1. I . � I � I , ..- I � I .1 . .. . � ! I I?, , I i. � I , . - . I � I i i � I . I . I I .. I 1. ! 4 �3 � >: ,::,; � � I V-: 1, . . I . I I � ! � . I I i I -1 I - 4 w ; - i " .1 . I , I ____ - _-, , ___r_ . I . I I '� , . -9 ." __ __ fi-- I . , - I .. I ,� - �__ __ I— I - �_. . - 9 1. 7 ' I . I � . �,; - I 1,� 08- '' f 'IV ... - -_ I - -, . - i . I " z 3 1 . _7- ___t__ _--i-, . I � � , . I'- 11. . I � I . I � ----I,----- '', I I I � . I - . I., : : 1 4- M -r (A t4 Uf L . . a I 1. I . � i i I I � n , i � i - I I I . I � 10, . � . I f . . �_ 11 . I I I I � i I I i , !E - - i " , - I I . , I I , . � I I I I I -i 11 - 1. , �. , I I . ". I I I I t5 -a' I � - � i I , i I - I , " , ,_ , 1, . . 1- ,,�,� 14, , . r _q * . � , . I w ;14, . � I � I i � I . I I I . . , "' cc i i � � I I � I . ___4 , 2__ , � ;Xt�J, L -,--- -_ - .-.--..t-.-- -I--.--+- - - - ____ - I - i I I - .a . I -1- . _ , _w I ---+---- . ---T--,- -1 - .1 I I . , . � � i � � � I i 366" - -' + 1 _+�____-___ .... f--1, of _�, , + , Sg', _�. tj - . ! I— - ,j,--' � 4- 7 . _____i_._-1___1 , . 11 I I I . - . . . :1 , ... W w ,_ 'o '.. , � 1, ui . I I I i , LLA � I I . � I � - , I . , " . I i , . , LLA , . * . i i i i I I . I'll ,--- , . � I ,C;s 4t - � - -I-- i + * 1 - i I , ,� I .1 I I : 's+ , I I �, , I . I I � I � . . I 0 .to . I I . I � � I I i . ; i I I '.I .1 � . I M 'S I . � oil 5 , a,"', I r:- " - � Ax I I w j . � i I . � . i I --f , �Ro I. .A.ro- I I f ! , I , I , '10 " .. � - - - " * - I - - 5 � I - ----,- , ---I , -L------,, - - I I . I - I L - ____ � 1, ...� - . Lt.d 4 _____ - . - -------------- ----7---,, -- � I � I __ I" I I 11 . & �Lj_ 3 . ,,, I -,"-I I . . I . ...... 5 ,---- I . I . 1_6* .� �. ''' T I J� .1 I � � - I 01, 'i - I . , I � . I � I -,--i- . I i . � I I I - . "! -- T 0 0 0 L I � . . , I . I . I I I � � . . I I . - � � 90L 11 I . L I 1� . � � I � I � � � � . i I � , . � S--0.64% , - I I I � " . . . . t . I . S--,,-' . . t i I -.--W- I � . I I , , . i . � � I I . I . , - I 0. I I I'll . � . . � i � ; � I i . I I I � � I I I I I . I � ,_ � .1.., -_1 --�---J- --.- - I- i 4________..____ _____ I -,--,--- __ , .___ --- . � . -_ , ... - � - �� . - I 1. . 362' - 11 . 11 - . . I i . � I I I I I I I I I I I . � i . I . . . _ i . . t , I I I � - _T`� _; . I � LAJ' S� , : i I . i I . . I � � -1 01% Z� I I I I � I � . . - I I I I I . I I � 1, . � I I i . I I I . I c I L 30 I - I i : I I . . � , sol Iwo ,, 1.01 tOgg , . 1/4 -&EV.' 11.89' ig, i i � i i i ; I I � I 11.89' I I i I � . I L, I . I � - � I V I I : - . _ I I I I - I . I "I I I __L i -_ - __.. N' I - 1- - -------T--,, . ; . 7- I , � Irr W;7360 � I . 4. . I � - I I . , i --t---- I . __r_ k _ �, 360 - I - ____ I ! 4--- --------T---- . . . I ____i I i . . i . , . - I . I- � . I ' 11 i . 1 i � I � I � 'I , 1 i . i - -, I .. I i i ! I � � . . 1� . . �r --c � I ill , � : . , . . . i - I � . � , M1.53',e' I I � I � i i i ! I I , , I "4`6LEV. I 11 + I � I 1 ! i i i I I I � . . I el I I , N I I � I i �, I � I I I 's'' I i � . . � I I I ! I � . - _-L . . . i � � I - - - , 358 - ---,---- --: �� _____' - - _.�. - . ! I ___-�__ ! ________�-_ L �.__ -_ � _ , I 4-�---I- �- _4�- - I A��_ � � I � - I I � I - . - __t______,_x4:_____,_ - 7 I ; i � i I I i ; � i I 1. . � i ---..--, --+-- � ; I i I I I I � � I I I 1, . I I ; ; I � I - i i i i i i : ; I � I I I I I r - I � �' - I I � � t 11 i i � ! I � i , � i . I I . I I - . I i " ---,-04�------�-�-- 1 l - -t . i - . i i � . � I , . I I � ! I . I - I I I i 1 _4___11 +_____�____,____ - - - ___ ---L--,-- ,L---,- ___ . - � i . � 1 i I . : I I I 1 __ �______�__ - _j,iw�-'1---- I ! I . . I I . �. I __ 6' 1 � ) _� - � ! � i t f ; ! ; 35 1 1 1 � l I I . . � 1 1 i I I i k : i . _ 7 _L I . �_ --p-*�__ I f L I t i � i ! - I : , . 1- � 1 �--,, . � , I I � i I ! . . I I " i i i , i - i F I � t . I i � ! I I - . . � I I 11 . 111 , i � i ! 5 ! , o . i � � i i . � , i 2 1 Ill I I , � I . I I ! : I I ' . __., . ._ I - - -.---- ,-- . -_ I - -_ i ; I I I ........... - - 1. .1. , I I _� _� -.-i- ! ----,I-- --- ----+--- . _L_ i-! I . __ - I - - I 'LL [--____,_______, �, . a f I +_ , $ ,354,--- - w � i �� I . i � I I I I I i I � ! I . I . . .1 ! I . I �� I � �� � - , -IN%/.' 11r DRAIN. . . i . I I I � i I i I i i i i - I � � � + . i I . . � . I I I � : . I I I 1. I I I � . . I f I I I #-: Q 7 3r , � i : t � � i i I . . � 3 i I : I I I z � 7. I i I i I � t a t4 L I I I . I 1 39 I.Lz,fA W . i I . i - __ - I . I_ .. : I _____-11____- ____ Aw- __L__1 � ___ _________�___�____ -I-- 1 ---41- . � , _ 52, .- I - __ I --,-- a i_�_k i a L co _t____ ; I I I � i : . .3 ---- ---4 z � ; I : � -A-> i f I - i I 11 - 1, I . I , � . � I i I � - . I I co I i . � %- I- *- � I 11 � I � i . I i ! 11 I : , , , . = I -i 7 i i � I I I � , I I I , w I ; i : . ? I ; I I i i I I I * � w . Z:U,) I I i I : . , . I t I i I . .1 I i � �.. I . . I I I I � .1 _-Z �*., * > u: >: $ " I . � . Z i = i I I � i I i I - c � - _ 11 __. - ----.--F _[____ __ __ _________.L_____ ..: , , 350, -- 111 _ , . .. �_____ _m _::F�_ - - - -4------ ,1 . I -�- 1 . ; � i I ! I � .,.�, X - � I I i � � : . i i i i : , I I I ! I I x I I i. � I i . I i ; i I Ize - . . i � t I . � 4 ui _j C460 i . . � . I . i � � : . I . I I - . � 1 R 9 i. i I N C,A LZ I= - w . i i ! I ! . i . I I I : '111, , sw i i . L 1 4 � I . I . t I � . . I . I I I , �3 * in" . , z i I I I . I - 1 . � . I � . I . . � � . I I � � i . i I I . . I I ". I I , � ,w � I -,"_ , ---,--r- I � --,-------- i - --------- i - - --------- t-�_,____ I I . , __ __ -_ - - _.. __ _,__.... _... - �_ .. , ,a R -:R,:_ T___'_ . r, --j I _10Lco- I _ I - i . i - I + i I : . . +__ . I I , 348, 1 I I I I I . I * ! � I . i I � I I � I I �� .11 I � :1. � I r ,ps"- " . 40 40 L . . I I ! I i � , . - I . em . I ; f : I I . " I . I .. I . I . � I I I ''. .1 . I � + � � i .1 . I '', I I . I >r , I 3 5 � - � � i i i I . i 1 � I . I I I . I � I I L, >w . I , >Z1 f i � f , I i z . I I _. . ,,, - �. I I I � I I +. � i I . i I I I L ., I I . . I .* >1 I � i i . I , 11 ;� �, � ;�,� 9 �1" I ! i .. .1 - ' ' ' I , , .....1- -- � -i I -_ I I I , _ i I I 1 I -----_,, - I . : 1� , , __,_ _= . I -1 I. I.- ....... ___ , � . t . --- � , I - I I . ; � , , , . . I , , � 1 � L i i T I . I I 11 I` V-11 I - I 1 IZ7 � I I . I � . I : I I I I . , , 346 - . . �1, 'It "In -11-14-- - � I . I � I � ! � , , - I : � 1 �: I I . i � , . i _.. . . � Ill � . . ! I I - + . � I i I . I - '. 11 . . . . 11 11 +1 i . I l I I . , I. . i i .1 � 1 7 1 1 1 � .. -, � , , , �,. . .1 � . . � ... f � - I . I - I + i t � � I . I i I i i � � . , . , � 5%, 1 1 , � I �_ � � I i ! I I I 1 � - . I . . I � I I � ,�. _8 A, I " , � . � I I � . I - 10, ,� . "I . � � i ,02*31 LF Of 11.�r PVC 4 . � , I i i I '' "I " ,1, , , - , , " - I ", "'""1111-- ,, _1 - i e I - I I : 1 . i i .1 j' � �� � � I I . �$ 1 . �___+- , . .... - _-4----�-----4 � ��__ " I I � 1-1 ''I.L."' �� � � . I � __ � _______i__ -_____--__1 ': . __ __ .1 i � i . I I � I , . I �1, . I- - ... I I I . ., " . . -t , - __� + I . I � � , I i , , ", , I - I ; , _:"_1 4 , � _344 . .. ,� I , I I I - I � ? i , i , I I , 1. I F I I � .". . � I . I i . ,� ,.. � I ;_ � - � . i i I i : , � � 1, - � I , .1 I t . : - - i . . , . � I I ! I I ; i I I 1, , I 1, '.1 �, , " , ", ,�: , � . . . � I . I I , , I I I 11 11. I . ,� .1 1� ., "I I I . � 11 � I I i . : . i I � . . I I I - f � I .: -, I . I - - � I � . I . , . . -, � I I I . L : I ! Ir I ; I I . I � I I I I . �� " � . I � - , I I � - -1. �. . --- I .- i . - I I i i 1. A___1�,_.___t______ _,___4:1 --I---- _-, . I -_ -_ -_ - I - ''I . 1, � --, i � i . I : � I I � � I I . 1 I- , 1- � I - � , � ! � I I I . I I � .. I I ____ 7.--,-- 1 � 11 : � I ; i . I i ; --j- ____._� -1 ___+____o_1_ ; " . 11 I " "'. I : 442 1 1 '� ", , , ' � , � - 4- , I ,�j , i ,� , . I I I I I I .1 1. , - . � � T I I ; I 1, ! _. I . 1; � � � z , � ! i - - - . . I t I � . I I I . I I I � . � , . .1 � , , I ! . i I ; � I . � I I I .1 � " - I I . . I I 1. i - . 1.� � - i . i � i i . I - . , 11 � I I - + � ", I I I I � I I I . . + I i I : 11 .1 ��, . I 1. . . I I I I I' I � � - i i I I I . I I I ,:, " � I - - ? -_ I I , I I i : 11 - ! � I i , '�, . I ! I J-----L---L--+ - - ----- L + i , I -------L--- - - i____ . � , , I - ; I I _i___ . �� ,� , _�� I : "M 47-7-1- i�-.7-,--.--�--,�-�i--------------��� , -1 _L______._ _.1______�___.�__' I -_ _. ,_ . . � . + . , . . ........ I—— - , --1- ____ � I I I � I , ��',� , . .1 I I - I : � . � . - , . I I . . � ', I I � . + I I 1, . ' - . . ' , �- , + , , I I I I � � .. I I I I � " - I � �, p I- - � . I � - , � � . i , I I . . . � - ''I'l . I ''. �, . � ' ' 6t , +00, -+:-. -,",I �.. . � � � 1 166+00 1 . . 67+00, 1 . .�.�', � � 68+00. _�. �� .,, . 69+00- - 70+00 � 71 +00 I— . , I . . - - I . . � I I . �, . � . q � , � - I -, I- z,L�� , � '' -: , , ": - � : . . ,. � I . _� . �, I I . � I . I .1; , I � �. I _. � � - . � I . I � I - I I . . , . .. �. - � . � � I . . I , i I I I � . .1 . 1� I : I . . I . I I - - I 1. � I I � I . I - - . I . . . � � . � . I . . I . � 11, I ''I I L . . , I I - - .. � . . . I I . � ,� "I I'll, , .. 11 I , . - .. I . LEGEND: (CONT.) I � 1-- I � �. . I,- I I 11 D: . � + I I . I LEGENQ: I I I I I � I I - � . - - - - I . � � I'- � .1 I I p+ � I -t I - . . I ,�. I I I � - 1. ' I --- - - _w _____ EXISTING WATER LINE � - . I - . . . i I . . - � AFIR%�A&D,= -.., . . � I I I FURNISH &INSTALL TRAFFIC SIGNS PER CO.B. STD. T-* , , I , . I I - I � � I � . I - - I AM RI -1 �. . . I + - - I P0VC POINT,OK-1-vm, CURVE , 1, .S - -_ - -_ - - - '_____ EXISTING TRAFFIC SIGNAL CONDUIT I . F.L. FOWUNE "' � I I- I , � , . "RI -19 - STOP . _' , � I - I \ I C.L. �CEN�TMX I I q vel, - + , BEGIN VERTICAL CURVE *R4 -I' - 00 NOT PASS � *W31 C,A) - END - " 'La 't -----:v-_'---::�-L--!-M6---- EXISTING INTERCMNECT 9 ,BOX EVC ffil VERTICAL MR* *114-7e - KEEP RIGHT "W75 -,LANE ENDS: MERGE LEFT . . I I I +, , POINT OF: INTERSECTION OR9-1* - RIGHT LANE ENDS *W3-3* - SIGNAL AHEAD, __; --'-- FASTING INTERCONNECT 13CR BEGIN � CURB RETURN PI *W3-1' - STOP MEAD � Ic I ECR END CURB RETURN ' PRC POINT OF - REVERSE CURVATURE -R26(CA)- - NO PARKIING � BC BEGIN - CURVE , PCC , POINT OF COMPOUND CURVATURE R73-2(CA)' - LEFT AND - 'W-2" - PAVMT1WIO1H YRM97M 9sr FURNISH AND INSTALL CATCH BASIN TYPE wAo I � U TURN OKLY OM4-r - NO OUUT PER CLO.B. STANDARD 0-14 1 Ec END CURVE I I Tc lw--OF�ms, � . . � I � � wi(qr - BiKE L*E - -m-r - Doum mhow PIVC - POINT:OF INTERSECTION TP TOP Of"PAVEMENT � *R74' - NO PARKING/BIKE LANE . 0 EXISTING SEWER MANHOLE I , . ; "W -f - RIGHT LANE 00 I � . OFNE"CAL-CURW, J - ,F' - - , FINIM. CONCRETE I W -IR* - ONE WAY -IRT - wR5-r, 0 NOT'ENTR' � � . �C ! . I I . �. 0 EXISTING STOW DRAIN MANHOUZ � I ; I � F.O.C., FACE OF CUM, 1, 01W 901T��,r-WAY i � I - 1. . . � - 0 1 . ' ' r 7=,DESIGNA,MON- . - � I . I . - - -_ . � *1' ,fURNISH1i:1NS-T&L'SURVEY- UMM04T PER, C,O.& M ST -1& I . SECTION LEM r I � -Ts � . - FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT I ' ; - * FLOM & INSTALL IRRIGATION CONDUIT @ -EXISTING -SURNEY'VONUMENT I . ; � I __.�_ IR ,0 , I � . I . I . I I I I ! . . L - - - - - - - �' � � � I , I'' " I , � . , mmlim , � � _. Ic I I I � IFIRNW4 4NSTALL�L L �NAME,SIQN-PER C.00m. STD. T-11. 2 FUF41SH & INSTALL INTERCONNECT CONDUIT I . � -1 . I +1 I � ; 2W YMERE SECTION IS SSHMM , . 1 IR3 TR5 TR6, FURNISH & IINSTALL SPLICE BOX FOR INTEIkOMNECT 1 (9 FURNISH k 44NSTr'ALL TREET LIGHT - ffiDD LUMEN. STREET LIGHTS ARE TID - D, -, - FURNIISH AND INSTALL STORM ORO I 8E,%ED` AS SPIEU ,,, 4,to-s-SPEC[ALPROVISIONS SECIION,S-6.01 PER CITY STANDAM . � I TR3=NQ 3 1/2 SIZE TR5440. 5 SIZE TR6=N0. 6 SIZE � I , � . SEE OF -TAIL 0: I " I L5 , ,. Exism STORM DRAIN 0 CURVE NU6W FOR CURVE DESCRIPTION 4 1 1 � ____ - - _________()_-_____ LINE . : L - I I I � � I I . . . � .. I ,; ----- Exism wn LINE - I TAPER NUMBER FOR TAPER DESCRIPTION I ___ ----I - - I I � . . I 0 � � � . I I . - I I . ____ I ------ ___ --_1____ G ------ EXISTING LdAS,UNE I a) ITEM OF WORK - SEE SCHPULE � I I . I ! i ! � � i . 11 ; � - t ; z : � i i z z ! i i I ! . � 1-m I i I ___1_,___�_+_____ � I ; I i � � i 1 w 9 Lo � . . . . I i I I � I i i i -1--._..--t ; i . � . � I I --- . --- ___--j----- - --- - ____ ... � ...... _____ -____-_1._1 --- - ----- _., '" 11 I _,_,__�__.____.!._,jw_ La ... ...... ----------. . � : '" . '372 . : I � 7 . _!_111__1___- -t �-1- - ---- ____-11-11_--__..- . � . - I � : i ; I : � i ; ! I � I I . i a, � i t . ! 5 � ! � . I I - I i i . 4 . i I ! � i ; I I I I J � Oil i � � . i ; ; i � : i : i � i . i I . I . � ; � ; ! I I � i i ! ! 1 -71 , i w - I i ; I : i I w i 11 i ! i z i ! i I � . � i ; I i � i I I ,x " � i I i . ; i . . � : � , � . 1�____j . __� I . � � � , �� � I .1 �; * i w I --�--- ------- _,_____________,__ - � _ �-,-L--,-.,--,--,�.,--�-----,��,,�-�.,-.,---,-"t-,--,-�-.-,�- -1_-___,_.--.__- -1 ___,____._______,__ ___ ___1 1-1-.-,--,-- ______ I � ; , � 11 � I . _f_ � I ; . T � � i � ...... 1-----i?;t--------- . 70 4 i . ? i i ( . .. ___m -,--- 3 - - � i I i 1 1 1 1 ; ! t i i 5 i I i . . i i i . I � i ! ? � ; i % i � ; : i I I i r� i : I i . I ; � i I I (n i � j i ,a � i . i I . ! I i i ; i i i '1� i ! . � l t i i i ; I I : 1 1 1 1 , ; - I � : I I ; . i i � i � I i t i I z � i e � . I ,'I - i i i - ; I p, , � 1 - I -,j ,� I I A � . I ! : i i 1 ; i I i . , ________,_____, - -_ _____4____1 ------ 1-1 -1__--__1_-____.1.1__, .-, _-____-_-1_ ._,_-1_, - ____4____-__-__-._�_La_.-__' � I . i I r , 1 ____�____t_ I - ____ �____; - : U, I ! , 368 . I i ! i i I i W) � I i ; I . ; : i ! : i r 11 i uj I ; : . � . i � i i I , . i i i f e i i ____�____'__T_`w i I I I � I i ; ! ; . m ; i id I � i i 1 ; U) � - I . I I I t . . i I i i I i i t I I i z I I i : i 11 I A 3 1 1 401111 I I � � : ; I t , i i I I . � � I ! i i FUTURE �ORTH FLOWLINIE ' I I I � � t I I i I i i ; i � t : . ' i � i I i i i i I � 7- , . . ___ � __ 1_______--4_j-- �.�-;;�=-��- ------�---r-- I I ______i--____-____1___ .___-________---Z66 -____1___1 - 7��_A 1 �1 �,_4_7�=�= - - - - - � ; _-4 -.--. ; I L ___.______ ___; ; i r ! I ; I I - - - - - - I I 1 1 I I . - - I . � i , I szqO.25% I � I ! I I ; - I - - I - .:� j � i � I " - __4 � r- I i � I � � I I : � i i i � i I I ; - - -4 - - -.i- - _. - � i i � i i � I - I � . , . � : � j , . ; -_ - - - ?.- - - - - I -.-x ---------- ; , ; - . - � I . - t_�._, j_ ; I . - - � ....... 7 ------- I -------- � -------------- I- - 11 , � --41 ------- - ---i � I—, _-_-_-_'�-',---7 ( -.-" ........ � ....... �____,__ r I I - ,I - . ; I � z � � f__ � � . � ; � . I ; ; I I - i.- I I � � � i � I _ ------- �_ . I I 1-1 I ___ . �Z_ i I I ! - 1_--1__1____ _� I _�__-.1, _t______� 1- ____ 1�__________Qwi_ I I --- --"-,-, i � 4 -----364 j .� I ------7--------- __._._______ _11_t___1_______i --- ---- _ -_ __,___A_______ I � ---. i I I "*_ � � I : i 1 i i I i I � ; , i . � . I ; � . � � � . . z I i ; ; : o t I I i I ! ! I i ; � � . i i i � I : i I ; i i ; ; ; I i f i . ! . I � c ; � : I : i i . I � i ! . i i I i � I � . i I i i ; : I i � I ! . I I I . : ,I I . i . � ; - p � t : � � . I I � I . . i ! � ! ! 1. I I � j I % __L_-, __ � ____ I I I � . 1._______�_, ,-,; ; : , ________ ..... . I-----,- I � - _�__,__ - -1 �_ . --------- ____ __ ___1 ... __.___. _____ _ __ -I---------+------ -'-�'-,�-1--'--'�"L-1�1---�'---'-'---- i i _ 7 s I I -- ---------- 362 ---- ----4----' . : , I I I ----------- �_, + � . I , r___ -------T------- , , 1 1 i I I I ; � I I � 4 u I i � - i � I � i I i ; . : � � i � m I i I . . ; I � ! I : ; . ; � I i % � i � � J I i i i I i � I i I I � � ; � � � � i I . - I i ; i I I I I ! ; ; � i � i . � i i I . . ! . � � 5 ; I ! I I i � i I I ; ; f i I t i ; i ! � : I ; i I i . � ; i i � I � _____4 _____ -,-L i i : i � � I � ! I I I � . : ; . ______ - _____4___ --- , i _! , _____L ______ I -11 --- i - ; _, i I i I i I I . ! � i � i ; ! I I . : : i ; � � i , I . i ; ; i i ! . : : � � ! I ; z i I . I i � i ) i I i I i f I . i f . : ! i I i i ; I i i I . i I . ; i : � i . % ; � i � ; I 4 i I . � I � I , : I ! . : � � ;1 i . . � : ! � : o I � � i i � . i I � . : . ! . . z � i . ; ! i . ! I . I � � ; ; t � c , 1 -4---- ---�- I I : i � 3 � i . ! I _f t : " ' L , I I I � -4z- I ___ __ � Z� --�-- 1 � - __._j�__i __.___,_1______._, � ----.;---�-.-r-------�--------------'---I--�--'--� ----- -- � ------- ---�..�-�.-.-�r--�..�--.-,.-----�-,�-...----.--�--,------i-------- 1 _ . , ; I � I -i---------i ------j---- % - i I f . i � i 7 . ; : z � ! i � I ! . : ) I � � , . I ; i ! i I I i � i i I t � i i : ! i i t I i i i I i . I ; � : I � i ! i � i - . , : � i i I ! ; ! I 1 I i I I l I I I i I i � � i t � ; � � i. i i i ! i � i � I i I I � ! 72+00 ' � -, 1 73+00 74+00 . 75+00 76+00 , . I . 77+00 . 781,0,0,' : i i . i I '� - I I : - I - � i . 1� . I . i � I I ---- ----------T ------- __ - . � . - I I 7-7C __ - - - 1______r_-1 ------- _---1__- ------- -1-- r ---- --T- _�_ I __ _____^_i_,__,__1 ___ -1-1-.. _ - 1-1- i . i I , 3 1 -7f-----'-------i--"-----i�--�-----'--- ' , � i . �11 Z I -T- ---T- '� __7-_-__-_T__-_ 7- ___ tj I v , 1 " i I I i I � i I \ i ) f i ! � i i I I e � i 3 1 1 . I � A i � � � � �i - I � I i z � � � � i I I . - � I I � � I I r I I r � � i i I i i ! I , i Lo i ! i i � I i . l I � - I : t I i I I j I i I , � i 1 I ! � , � i i � 4 � I . I _�, . i � � i I i - 1_�_____1_1_ ------- ___ ___ - . . - - ___1L_______ -.--.- ____i_1___.__.__A ------ - L' --` - - I- 1 374 , � , ; , � I ., . , " , i- �_ ,-�'-L--�---,�.----------,-�-----.-----�--.---i ------- ,.--,---' -T- -- r - i � � __ � - , , - In_ --I_.._ ------ 4 ___1 - __ -, J__ ___ i 4 ; , 1 1 i � . . I i w . I ,I i �� I l i i I I 2 I I . . I . - I i ! i i i f I i ��; - � z I � 4 l t � i i i i z i A f � i i I 7 i � : f 4 � I ui . i I ; : i . i . i I : � � ; i f i I i i i I i i � � � r t i . ; i . . I I i I I I uw i i ; I i . I I f ; i ; i ! ; I i I � - I I I � i . - - - .--- I . _�_____,___-!- ; I --- - i -_ ! __ f . : - i I -_1 a I � : 1: - f --------i--- I �__ __ -.-----�-,----4---�-----,.----.�--�, _.1____14__-_ 4_-_ _T ------- !._._,____ i- � - __ , t � . , . !-- - _�_ ________i__1___-__ �, s ___ � 372 i i � I . I ; ; I i . i � I i ! . � : i � I � i f I I ; � � : . : i . i (n I . i : i ; � i i . . . � ; ; i I � t t >: i I . � % : � : i � . j � I i t . i � ! i : � � m : ! i I 1 � I i � i � I I I : ; w - I � t �: � i i. I : i . i : - ; i � I I i i ! I ; i . � I : I i �_ L i ! : i : � ; � i I . � � U-1 I : ; I ; i ; i I ; i i i ----4---' _____� '. . .. . . 14- -�-�--"-----�---------,� � _ I----- - � i ___4___-__ , _____ ____ _ -__ i i , - . - n ! I I I ! I i ____ � ___ - ____�________ -4____________! .---,-.-,, ------�------- __ ". . , f, . L T--- -.-- , , . 4- uj i� 370 I I i � I ; . � I I . % 1. � I - , , i ! I j � l I ; . . I ! I � I � I I I : . r i : . � i I � I I i i . . : . 11 I f - i __-1____- --- ; i i I i i � r- i - a I I I (n � � I i i I m . I I z � � I � � .1 I ; e ! tn I � I i � I i � � I : I I I I i � . i i I . z : I i ; � i I o i . � . i I . , I ; � ; � . � ! + t � : !9 i i � : _� i t � ! i t � I I : I . I q . I 1 . , : � � I . I ; . -.-----. -----,---- � _t______r_ ----�--� � - I I I I ! , : ---.-;I- _�_ . ---.-.-.- ,_ - � ---;--.----,,'- _..__., - f'o_�__L ___ _____,___! .-! --..----,, _,_____._ 368 __ L-, __ -I __:l t I � ,�� ! � i : - � � i ! . ; � ----------1-. _� i 4----- ;.. � ? ! z X__ : : ---,-,---,-, , t ! i � i i � . : i i : : I . i i � i 1� i . . . i I i I I ! i . : i I � : I I . ! I i ; . I . � i i I i i � ! I . I : I t � < I i � i i : ; � � C4 �<_ i i � � j -.4 1 1 : I . I - I i , ! 1 PROPOSED SOUTH FLOWLINE ' � � I i � z . I � I . I I . :in (A I- I . � I i I , . i I + � I � i � � I . : I ] i I � � 4 i . .�, � . -,_,-,--._.__"-___1__ _.- ____.___,________ --'-__._ � I , Ir- +____._._4_ I ____....__ - ____ I I . � t I .... t- --_--____i ---.-.--. - - -__ � I I � . _-__111 __�________-i , ---.--_.7\______. 11_-_-4 ---------------_ I �__ CA- - I 366r --+ 1- ... .... _-__1j_--j -----1-W � � L I I , � . ! . � i i 4 i I ! ! . I I . I i I i i i . % i � � i I � I i i � I i i I � I � I � I ; ; I I � I 0 $--0.277- I � . ; - I . ! ; i ! -_ i I I , I i I � i - i I j i 1 � ; I , __ i , - � . EASEMENT LEGENDS: : i : . p i i i i __ i� � , ; I , � : � . i . i 1i I � I - I i I i I . I _ '. I ; I i i . � � I f t I I _� , . I , . � I I I I----- ___S; -_Z25%___ -j__-_- � I ,� : � � � s i , � I ___ 014--1 I- 11 I .r------ __ - __', I- �__________ � __ �_ .---��-�------,4------�---,�,-�-- �______ ------- __,____.____ t - 364 1 � ____ 7_______ -,-t - --I'-`--- i I : . --I- � ; � �1 _ I .��_ � � � t w ! � i i I ! � i i i � I � & 30p WIDE PUBLIC ACCESS EASEMENT � : � i [ � i I i � I I I . i � ER DOC. NO. 02061ID7906 O.R. � � . � I i I I i . i I I i � ; i I I . � � . . ; i � I I d � I i. i I i I i i � i i i . ; . I i i : i i : t ; � i ! i i t t I : � : � 1i � i . � 1; `1 , . j : : . - i I I � i , . i , __� ; 1� 1 � _!�__--- ----4----!- i -_ _____ 11_7-_.______1._ _ ----I- -- -. I I , ", 1 i . ; � f f I , _,--T ------- f- __ .- ____ I I __1 ---- ----- - _-__---1- - ----- __ , .______,-.__ -;-. _,____1__�,_1 __-__i____ ... _______L,___1_ -.---;------------"---,---,--------,.-- I -------- --- : 362 A 35' WIDE CITY OF BAKERSFIELD LEVEE I � i z � . I � I � : � i ; I . i i i � ; I i I i i I z ; I i ! i : i i I ! t � . I I i f � � I � I ! � i ; t . I i i � � . � ; � p t I I I : i . 1, I i i . . ! i � i . I I � : i . EASEMENT PER DOC. NO. 0205174822 i . : I I ; f : i I � � ATE EXISTING i ! ; i I ; I . � ; - APPROX11M z . I I ! . i � i . I I I i , i I & 0205264430 BOTH O.R. I i i t � ; . � I � . , � I I I � � I I I I I . I : � . i , i .; I I ; ! -,----L,-- ,--. -0-fum ____ . __________T1_____�____ I � -.-;- _______4___________ - - . _i_____�_�__ _________1_.___ , , � . �__-__-___. ____4-__1____1_ I __-, NE -7- . . __= I ___1.___i_-__- ; ____ . ; I � i _l___ �; . I t : ; i . .; - 360 1 i I � I I ! ; . I � .� I A. EXISTING LEVEE SLOPE EASEMENT PER : . - � I ! � i I i z i i ; i ; : � t . I ! � I i � I r i i I . I ; i � I i � q . � t I . i : 4 � . i � I � ; : � . ; . - ; . . , : I i I : ! i i � i � � � � i DOC. NO. 0205174823 DATED ! i I ; i I . i ; - � i i � . I ! i � i I- - -1 -.4- - -i- - ; - - - - !----- , __� I . I - - . . � ; : - � i i - ��- - -7 - i ; I i --4. - � - - . 1 � JUNE 7. 2005, O.R. _!_ - I : : f ;_ - - - 4 t _____-__1_ ___ -,---, - - - - � - =�=. '. ---,---- +_., --- 11--] ... ----,,---.- _-_.___-7__-_- I—- --- ... � - - _�_. �______ ---,--+ ,---�,�.,.-,-.,--��-"-.-�,�,---�-.--,�,� --- � - t � I _�____ , � � z ---!- , . 358 i ! � ; I � . I � � � � __-__-__t_ -----"--,-Il-- ! � ; i ; - ! � I ; c --I-,---- - I . � I ; f 4 ! ! i i � ; I i ; & 5' WIDE CITY OF BAKERSFIELD ! i i I . i I I i � ? ! I i � ; ; . � : : i I i i 3 ; ! � z : i � : � q I i t i . i ; � ; � c i ; i LEVEE EASEMENT PER I i i � I i � i i I - � ; . i ; i , t I I i I . __ _-:1-i- ; - I I .____L_____� I ! - i -.1-1 _-_..__j-_-__"_'__, j --_-F 1 I I I I . : i i . i i i i s � � � 4�,_ 356 1 NO. 0205174823 O.R. i i i ; � ; v ; I ; I � � � i � I . ; � I I t . I ! : i i � . � � ; . ; i i : ! i ; : � : m : i I I I I j i i f ! � I I � i � i i f . I . : ! i i � � i � � i i . ; i i ! ; I ! � � : ! t I i � i � � i � i FLOWAGE AND DRAINAGE EASEMENT ; I � � � I � i I I ! ! ; i ; I i : , i � � i i � - - ___.� ___ ______ 1 1 - ------.,. . i - ( � , � , i i . , -, _ - ___._,____,_,!_____ __ � � � -- � __-_,.- -1-__--__ 1111-.1-1 _1___.________-_1 ---�--ll------i-----------��------- __� ! i ; 7-------,- 7 1 � ___14________- 1, � ....... - _ 354 PERDOC. NO. 0206281011 O.R. I z : I I . . I ! � j i . i ; ; . -� -----[ I i . I � i � I I � I . i i ; I t : ; : ; i � � i : . � ! � I i i . . ! i ; ; i ! : I I . . I : I f : I i i ! i � ; i i CITY OF BAKERSFIELD SLOPE EASEMENT � f ! . ; ! ; ; ; I i i I � � ; 1 . t ! i � ; i I I . i f - . ; I t I I ; � I A ; ; ; I : ; � : i I PER DOC. NO. 0208082406 O.R. i i i I ? . i : i i I i i I % I . I . I I i I � t ; i i i I ; , _____L_1_- ---- T----, -'-- . ; ---------- --------t-.-----.---�.i---.---.��-"-.---�,-�-.�--� ------- __,_-j_,______ ---- -- !_.__.,_, _.� ... _ - __ � 1. 1-1. -i_1-_1.___. --.---.-, - "------'�",i7l----,I�.-I-�-,T-�--��,� -- ----- ------__ f_--_---+- ; i ! ! i I f ! i i ; � � . ---- �__, , , . ]- ----- 352 t ; i �, i ; ; I a . : ; I � I ; � I L i i I , � . I - I ; ; ; j . . i I I : . i I . i i � 11 i i f I ! d . ; : i i I i I ! ! j ; I i I i i ? i . ! i � w I i . r I i i I � I I i . I i ; i i - I i i , ! . I I � . I I � . . I I ! I I ! i i I I . i I ! i i i i � � ; . I I . . I -A I . -1-.1-1 � 1.�-ILI--.,-"-�---,��-i,--,-,,�', 111-1-- � ........ 1___1___.._.____- i __ ____.__1i_ -1 - i -I- - ___. .. . _____ - --- __.- __ _-11. 4' . ---,--�-�,,�-----,�---�-,-----.�.-L I ; i I : ____----_T-- r '. �___ ------ �_____ __-r' ___,_ " � , � �_ i : ____ . ; � � 1 4 i � 350 I f . i I I I I ; i i ! ; w i ; � � � i i i I t � I i i . � i i i . ; . j i � f i t, t i . I � ; i ! p i 3 � . . i ; ) I ; 1 i � 7 � . i i � � I ! I ; ; i i � ; I I � ; t . : ; ; I � z - . f � � z ; ! � I I � ; I . I ! I i I - . q � : : - - � : � . I I � � � I � z � � i I I : I . . . � 3 � � : i I .�____ 1____-____.___,. . . ... . .-------------------�---,----,�------�+-"-�--,--�-4,.,-.-��-.�-.--�".-'..,-----�.-"-,r----� I � _!__.___,;`_. _,_1_'____1 .- -1 348 . -111,�1-11-11�-.�----,--,..,--i--.---- I __1_1_t_____ __-___1-1---_-_._ __---_-_ i r-,---- I ! I ; � � . � � i '..., � I I � � i : ! ) z . � I I - i I I � . i ; I I I t I . i ! � : i i ; � 1 , j I i ? . ; ; - i I i ; 4 i I � ; . . f i I i i i ; ; t i z I I i ! ; . t T ; � p ! - ; I I � ! I i I I ! i � ! : i i ; � I i � - ! ; � z t I � � . i I i � I i I � I I i ; . I ; : i I i I � � 1 L . I I z � � I � . � � I - - �-! I ; � _ I 11, .-.,---.-.--�-l'-�----�---,----, � --- � I- I _________:____� - --- --------- � -"--T-----,-,-"-,--""-'-"--i- . . u � I : I ! I . . 346 _71____T_,_�_ ____1u ------ I----,- t__ s , , _-_4 ----------- ,---�,------.-.-k--.-----.-�-------.--, - - ____ . ; I i I t ! ; i 72+00 1 73+00 . � I LEQM: (CONT.) ; El STATION DESCRIPTION A EASENENT LEGEND mwi-o. SKE LANE MARKINGS PER PER CAL -TRANS STANDARDS CAL -TRANS M IV ARROW J# LEFT OR RIGHT AS APPLICABLE s7w - "SlUr MARKING PER CAL -TRANS STANDARDS AHM -AHEW MARKING PER CAL -TRANS I STANDARUS ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (1) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMORASTIC PER CAL1RANS STANDARD SPECIFICATION ON SECTION 84. 2010 EDITION. . NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAII.S. , All PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, -2010 EDITION. I : � f I i 5 i i I ; ! ! I i i i . I i . ! i ! � i . i ! � � I I ; I I 1. : i � I i � � � f - : � I i ; i � i t i . : � : t t � : . : ! � i � i � ! i : I � t , p � . � ; , i � I I i I I i ! � - ------ _ "-,'----------i-"----.�-�-�,-�,,�.---.-.-.,���----,---.-.."-,�---.....---,� ________; . I i � ______.__._ .-�-____-----r.-,�----,-__-__,.--.,_,�.�_..�_,__,_,__,, ______, , ! i I 1� --- ---'T--'--- , k � I _____.____ ; t I 1 344 � : . � 1"' � � ; I i i � I � � I I I i . : I I I i � w i I � � I I ? : � � : i : I i 1 ; I i � i : i : ; i q I � ! i i I i � � I � � � � . i ; ! i : i � ! I i . . I . . i I � : ; � � � I ! . . � � z i t � i : , ; ; . ; ____, ; � z � i - � i i ; I � , 342 _�___�__ �---.,r----.,..,,,.-�,----.---�--�-----.�l---.".-.,-..-,�-�,..------,�,3.",.-.-..---�--,-�----���---.--.------�.---�--------------,4�-,-. _____j " : . I ; , I I i I , i � -- a ! I � � I I z I � : I . i . ; ! i ; . � I ! ! i i I � i i . I q ; i ; � z i ; ! I !, . : � : I - i � � I . i I I i � z � t i : � � z : I I I ; I . ; . . � � I I I I i I . I ; i I I I � 2 1 . i I � I I ; I ; � ; i ; , � � � ---,-- __ __ __ - - ----. ____ ------ � _._,_.___,_A'___-_--'_ �_ ------ �"--'-'�-'�"�-'�--�"'-.-'�L--�"-'--- ___ ----- ---- �l-.---,-�l--.L,.-�-----.--�-.-------,-�,---.�-� . -340 , _,_-___-1-___. I - � I I 1 74+00 75+00 76+00 17+00 � 78-10--0, ------- . I I I r #1 0 C14 0 CD �1= o:: w uj M C-1) �_, uj __j 5; C.) . C.D uj :> 0� =) cn n m I's CONSTRUCTION 0 . I , - NOTES: . CONSTRUCT TYPIE "B" CURB & GUTTER PER C.O.B. SM. ST -1. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA ' (D-1 1952.06' 120.119' 60.1 it 03*31'40" 0 2000.00' I9O.W 95.07' 05-26'35* CONSTRUCT 10' WIDE MEANDERING -MULTI-PURPOSE TRAIL PER C.O.B.. 2048.00' 157.32' 78.70! 04'24!05' $--4 301.0cr 47.12' __ 30. 000 I - 1 90*00,00, 1. , MING AVENUE AND ALLEN ROAD - 1950.W 1 65.25' __ 1 32.63' 1 01*55'020 CONSTRUCTION 0 . I , - NOTES: . CONSTRUCT TYPIE "B" CURB & GUTTER PER C.O.B. SM. ST -1. . � , � . � C_0bISTRU0QN NOTES:. (CON!) , I 11 � I - - tONSTRUCT'TEMPORARY SUMP FENCE AND 12' WIDE 9 � wMw ACCESS CATE, PER C.O.B. SM. 0-12. I ��CONSTRUCT TYPE MEDIAN CURB WITH 10" REVEAL PER C.O.B. SM. ST -18. I �� EXISTING POWER POLE, ANU DOWN GUY TO BE RELOCATED BY OTHERS. (D CONSTRUCT HANDICAP RAMP PER DETAIL Y ON SHEET 9. I � I s NEW PAVEMENT MARKERS -SEE LEGEND. ��PAINT 12* LIMIT LINE USING THERMOPLAS71C PAINT PER CALTRANS I CONSTRUCT r A.C.- SWALE PER DETAIL *B" ON SHEET 10 TO STANDARD SPECIFICATION ON SECTION 84, 2010 ED. �g � ALLOW FOR MING AVENUE RUNOFF. I LLJ CONSTRUCT 10' WIDE MEANDERING -MULTI-PURPOSE TRAIL PER C.O.B.. I I (D SIDEWALK SPECIFICATIONS ON SM. DETAIL ST -3. NQTES: . $--4 INSTALL TYPE Ill BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH . (D W-31(CA) SIGN NTH OM4-3 MARKER. BARRICADE IS TO GO FROM 1. , MING AVENUE AND ALLEN ROAD - � FLOWUNE TO FLOVILINE. ' I I PAVEMENT TO BE 0.45' TYPE "A" A.Q OVER (D FURNISH AND INSTALL CONDUIT FOR FUTURE SIGNAL PER C.0,8. SM. 0.50' CL, 11 AGGREGATE BASE OVER 1.65' COMPACTED, O.G., MIN. R CZ DETAIL T-33 AND T-34 ' VALUE=59, TO BE � COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. <�) REMOVE EMSTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. ST -9. 2. ALL CATCH RAS,NS TO BE TYPE 'An PER C.O.B. SM. 0-14 WITH 0 1 PENINGS 1 < RANGING FROM" 4.0' TO 5.0' AS NOTED IN PLANS AND PROFILES. (D SAWCUT EXJSTING E.P. 11' BACK OR AS DIRECTED BY CITY ENGINEER. 3. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL'VERIFY r K4 1�- THAT E)0S1ING STRIPING AND MARKING CONDITIONS REMAIN THE SAME AS 9 FURNISH AND INSTALL THE FOLLOWING SCHEDULE 40 PVC I I SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: I I I STRIPING PLAN tft.L'BE, SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS 2 ui (4)-6- FOR TURF AND (1)-3- FOR TREES. PRIOR TO PAVING. I � I I 8 CONSTRUCT DRIVEWAY PER C.O.B. SM. DETAIL ST -2 WITH I 12' WIDE ACCESS GATE PER C.O.B.'SM. D-12. I : I - I �, . (P,�- 1105 . I z . I I . . I 1- ,, L . � i I : : I DIG _ALERT , Call: TOLL FREE 1 -SM -227-2600 -, AT LEAV TM DAYS 1 BWORE YOU DIG UNDERGROUND SERVICE ALERT . RNIA 0 to K) �_ CD ir 5 :5 ,* o z c'-0 'o w -t 0 Z u- I W 0 to w co = - 3: 0 e-% j q- , U.i u:> 0 a co o (n ,--, C141 w U.1 �c < m _....._..... .. tn � <1 �: 4m OD Z:� 0 co a z I I ca § I -.- I �_ '".) 2 9 m I 9 0: 0 5 .I ... I...," L_____j - 1 -j - I % . &_ .., I � 10 161, /I , -3 1.11 I "en, 1 5 9 . 6 I 0 < 0 - 0 co I C-) z s= 4c i 0-4 CL W% cz ;c it LLJ I I i . P-4 = CC 0 m $--4 2 Z (=) = � 1.4p -w--44 ,-.4 0 1�- Lu CZ co > C-;) 0 z < a) 4c r K4 1�- 0 z uj (:) C-;) 2 ui o > 0 z ,4d- C, w IL � � W 2 m P-4 -4- ') 1�_ LU cn Ul 11 a cz im r ._.) p- co :: ; a 0 < � - I I 0 co I C-) z s= 4c i 0-4 CL W% cz ;c it LLJ . P-4 = CC 0 m $--4 2 Z (=) = � 1.4p -w--44 ,-.4 0 1�- Lu CZ co > C-;) 0 z < a) 4c r K4 1�- 0 z uj (:) C-;) 2 ui o > 0 z ,4d- C, w IL � � W 2 m P-4 -4- ') 1�_ LU cn Ul 11 a cz im r ._.) p- co :: ; a 0 < � I I E I qqqr 0 $2 U. . 0 r - STA. 78+01:52,'F.L. 6 I i I U r z'7.0 I 1 1 SERRENDA MESA ITER STORAGE I MING A VtN7L . TEIC (STA, : 78+00.00 TO STA. 84+1.8.90) SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL TR. 7255 ccI<Ns�TI1aN •54.3 5 •.75.36 F.L. SOUTH ALLEN ROAD SEE ,SHEET 6 SOUTH -ALLEN ROAD SEE SHEET 6 376 .374 372 370 368 366 364 36 3fi0 358 356 354, 352 350 348 346= 344 342 340 81+00 82+00 83+0.0 378 376 i 374 i 372 370 368 366 364 362 360 358 356 ... ... _j 354 84+00 84+50 110 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. <2> 9 STATION OFFSET FROM C 80+28.90 54.011T, 80+33.90 54.04RT. 80+38.90 54.16RT. 80+43.90 54.35RT. 80+48.90 54.63RT. 80+53.90 41- 80+58.90 55.41RT. 80+6190 55.92RT: 801+68.90 56.5ORT. 81+03.90 61.501RT. 81+13.90 62.09RT, 12* 626ORT. 81+2&90 6103R-' 81+28,90 63.38RL 81+33.90 6165RT. 81+38.90 6185RL 81+43.90 63,98RT 81+48.90 64.O1RT. 93'46'41' _0 FL WLINE 'BE "LED". AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 SEE DETAIL ON SHEET 5 � FUTU�E NORTH! FLOWLIAlE Z W m ? W ? NOI1: IH -SIDE MEDIAN + a.�_-__.W o:c F- z C. i i S-4.25% 1 W 719 - T 1 V I PRG)POSED NORTH Fl. WLINE c Y. I y { t t t 4 376 .374 372 370 368 366 364 36 3fi0 358 356 354, 352 350 348 346= 344 342 340 81+00 82+00 83+0.0 378 376 i 374 i 372 370 368 366 364 362 360 358 356 ... ... _j 354 84+00 84+50 110 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. <2> 9 STATION OFFSET FROM C 80+28.90 54.011T, 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+6190 55.92RT: 801+68.90 56.5ORT. 81+03.90 61.501RT. 81+13.90 62.09RT, 81+18.90 626ORT. 81+2&90 6103R-' 81+28,90 63.38RL 81+33.90 6165RT. 81+38.90 6185RL 81+43.90 63,98RT 81+48.90 64.O1RT. EASEMENT LEGS Q 3(Y WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206107906 O.R. © 35' WIDE £TTY 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. A5' 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. ,..-.«w.�` - Li i _»..-_..i,.,.,_..� CURVE TABLE C.L. CURVE RADIUS LENGTH TANGENT DELTA 1 1936.x' 170.82' 85.46' 05'03'19" 2 2000.00' 190.00' 95.07' 0526'35" 3 30.00' 47.66' 30.55' 91'01'54" 4 20154.00' 49.33' 24.66 0172'33" 5 2057.00' 192.42'96.28' Laa 0521'35' 6 29,59' 48.44' 31.61' 93'46'41' ,..-.«w.�` - Li i _»..-_..i,.,.,_..� POINT ON VERTICAL CURVE C.L. ok i S-0 .2 ■ ° ! PROPOSED SOUTH i ` S=0.26% Lud FL;OWLINE i O.61% i co 41 W i s s i j BEGIN CURB RE RM Pi PONT OF INTERSECTION ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. APPROXIMATE EXISTING GR)JiND RIGHT--OF-WAY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD, ST -13. Laa EXISTING SURtVEY, MONUMENT FURNISH & 114STALL METRO STREET. NAME SIGN PER C.O.B. STD. T-1. - e- _0 FL WLINE 'BE "LED". AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 SEE DETAIL ON SHEET 5 O Z W ? W z C. i i 1 W T 1 V I r c I y ; s 78+00 79+00 80+00, 81+00 82+00 83+00 84+00 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 85+'00 F.L.. =. E ABBREVIATIONS A-0111 INE POVC POINT ON VERTICAL CURVE C.L. CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RE RM Pi PONT OF INTERSECTION ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACEOF CURB R/W RIGHT--OF-WAY Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD, ST -13. - EXISTING SURtVEY, MONUMENT > FURNISH & 114STALL METRO STREET. NAME SIGN PER C.O.B. STD. T-1. - e- FURNISH & INSTALL STREET UNIT - 9500 LUMEN. STREET LIGHTS ARE TO 'BE "LED". AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 SEE DETAIL ON SHEET 5 R1-1 FURNISH & INSTALL TRAFFIC SKINS PER C.O.B. STD. T-19: .� "R1-1" - STOP 'R4-1" - DO NOT PASS )" 'W31(CA-END "R4 -7A"- KEEP RIGHT "W75" - LANE ENDS MERGE LEFT "R9 -i" - RIGHT LANE ENDS 13-3' - SIGNAL AHEAD N26(CA ' - NO PARKING "W3-1" - STOP AHEAD 2(�CA)" -LEFT AND "W4-2" - PAVEMENT WIDTH TRANSITION U TURN ONLY "W14-2" - NO OUTLET "R81(CA)" - HIKE LANE "Wi-7" - DOUBLE ARROW 'R7-9' - NO PARKINGAM 'LANE " • "R6• -1R" - ONE WAY -RAT R5-1 - RN ENDS "R5-1' - 00O . NOTT ENTER SECTION QMATION- SECTO LETTER � A 2 Sit' SEC310N, 3 SHONN - - D FURNISH AND INSTALL STORM DRAIN PER CITY STANDARDS. EXISTING STORM' OR LINE EXISTING SEWER UNE .,_,_--- ____ , .__. , EXISTING GAS LINE __...,._ --- _- --- ,...,_ tftflmu WAItm LINt _----- _----- EXISTING TRAFFIC SIGNAL CONDUIT EXISTING INTERCONNECT SPLICE BOX ---- ___._._ _ EXISTING INTERCONNECT �a FURNISH AND INSTAL, CATCH BASIN TYPE "A' PER C.O.B. STANDARD D-14 ® EXISTING SEWER MANHOLE 0 EXISTING STORM DRAIN MANHOLE FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT iR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT M3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0: 5 SIZE TRS=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION TAPER NUMBER FOR'TAPER DESCRIPTION ® ITEM OF WOK - SEE SCHEDULE 1� STATION DESCRIPTION 1A EASEMENT LEGEND BIKE LANE MARKINGS PER PER CAL -TRANS STANDARDS J CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE gop 'STOP" MOM PER CAL -TRANS STANDARDS AW.0 'AHEAD" MARKING PER CAL -TRANS STANDARDS ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WA78MURNE 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 THETRM LAS71C PAINT PER CALTRMS STANDARD SPECIFICATION ON SECTION '84, . 2010 EDITION. CONSTRUCTION OTS OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. ® CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -18. OCONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 9. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 ED. CONSTRUCT 10' WIDE MEANDERING MUL11-PURPOSE TRAiL PER C.O.B. SIDEWALK 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 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. ® SAWCUT EXISTING E.P. 1' 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.0.8. STD. DETAIL ST -2 WITH 11 12' WIDE ACCESS GATE PER C.O.B., STD. D-12. 1 Z CONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE ACCESS GATE PER C.O.B. STD. D-12. i 3 EXISTING POWER POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. 14 NEW PAVEMENT MARKERS -SEE LEGEND. CONSTRUCT 2' A.C. SWALE PER DETAIL "B' ON SHEET 10 TO i ALLOW FOR MING AVENUE RUNOFF. a= S: L MING AVENUE AND ALLEN ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.50' CL 11 AGGREGATE BASE OVER 1.65' COMPACTED O.G., MiN. R VALUE=59, TO BE COMPACTED TO 956 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 CON0111ONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CHANGE, A REVISED STRIPING PLAN MALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SIZE LIGHT POST I FIXTURE 24' STERNBERG 1 BARRINGTON POti STERNBERG OLD TOWN 5214fP24 A850100HPS F. SLAB C.O.B. ST -14 W x18" x 3" �c CHOR BOLTS IF4 VERTICAL 3O REBAR #3 TIES O SPACING (4)Wx18"x3"d ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER e DIG T I& Cafik TOLL FREE 1-400-227-26M AT LEAST TWO DAYS eEF03RE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA w Mto 0)ICE I rn O z (o C) w sr z Z 6 1 < w co w w cc N v w m i cam. All, 04 h ci U z J CLZ -^ - W Q O Z Q W co > Z O Z W rO V W z C. W T 1 V I r c W to 0 ' � �7 11.1, 1-1; �1_ ",;,.-, - r, '. . ".." I " , . : , .'� , , I __ 7- -11, . . � I I . . - I I I I . I I I . 11 '11. I. I I 9' - I � f I I I '' VEn- TENT. 7255 : UNIT 1 � 9 I . -4 , " I Id: L5u: Q lull . I I I I � I I In " u I 1. - I I . I I I C4 . 'i I < u a :5 2, 1 1 421 \ 16 y I / w % _� ' ir 1 5 t /\,� ,% A , 17 1 IOCKO' , 8 1:9 06L6 % / .- +± . I - 0 (n I im M401 1 . 14 \ 13 . " , ' - . I I - I I w 6 , / - I . I m .t. r 4_4 . 1. 11��_ 11, Lcg I m SEE SEPARATE . I CD 0 � I - . . 21 i 20 . I' , PROPOSED,&OCK � . 0 w - < ++ I .... 11 , . - - . - - - PLANS , I � As - . N !ft.. I / I I m I _; jo;.�o I I MING AVENUE SEE SHEET 5 � : � . I L f I � ?� ---. � it I I �, � � t I i � � �� � / 11 � i I .L i � i I 11 I � .21 11.-.11 , I I I � il I 1� IV v ... i I I I 11 V11 11 __ It I I + 4 All I -- __ I i 11 11 1 N4 7 /"",-. , I � .I-,.---- 1 � :i / --"�--,-----,.-.-,---,.----,.- -.�-,.----- ----,---.-�,,,,.,,,.-,. i 4 11 . / I .... - Ae il + �o "P .- )% 'V,_� I . \� \1 �\\ I N X V - e I I - 11-1 I '. - . - - - - __ /\ - .: . I � - - y 1, -FT ' "s , N �_ I 1. I'll . _/ . I -1 -1 1�11 -1 )PLUME ':PROVIDED:. 045 .,� - . To SUMP, - \w ,. I I � -0-- I I" . I I q L_�,,W.:� --- I i . \ %. U150 " I Ir - --" � 11 I t ili 1� ( '. - 1 4m 1 / � I i 1% 11 � \ I I I . �, - -_ -, ir. %1,11'\' - - _L f . % / I � i 9' 1% . FLOWAGE � � I I I - i;mi�=Ai �1_ " N I I I .- \4 - - ----- IK_ I --"-; - � I � , m, t I K P *<Z, - " '\ \\7\ � � 14 �'%f �_ -, . &I . � I I \ ___ __'"_".;__ 1� "I 1-1 , ., I - . .1 . Y , ,N4 � �.. f I - .. . I - . I . . � . I I smNa 2 '' I I � I I , , _, - \ ---------- __ �i .- �_ �__ " I I 11 __.__.1__-__.-_1--___ ------ %, M I I I I L . , . I I 'AIWAI�%C , % . I ... ---,-- I--,--- F -_ \ I __ - I - . - I I . . . I . I I I 'Aflo'bRAINAGEEASEMENT I . I . , \ I I I I I I I \ , - I I � _ _:!��_ -7.!-7 1 ___ 1 1 I; I \ I --��- .... _ �` ___1_.-__j_,�.___ _ -- - _-f_::------------- I . . , ,v , -_ ,-, I - - - - - 7 - - -1 I _ 1_ -.1 1-11 \ __ 11 :, � � -m-` % L I � - - I ''..-----,K"�"--.-,,.,."..,,,��.-I�14",�---.,-"�,�,-�,�-�.---, ____ I , 1 i I I 11 ,,� .. , , " �', I I I � I 9 ,� 1�, , , .__________ . ! . I I 1. . I \ I ! _� . -_ - I 1 3 \ �-t,--"-.%�.-."-�---.----------._-._.,,_�,.-"----.-"--.--., - ------------------ - __________________________,__ -----.----,--.-.-.---.--,--�------.----�-.- 1 ____ _,______._ __111_1__- ''..." 3 1 11. _ . . . I -_ �� 11 u __ -_ - � � I _._____ , - ♦I - v \ I � i 1// , A - -\-�,-,,---_-� - ------- - - - -, - - , , . I . \ \\", , , I , '\' _") , � 8 J"/"W - Wt NO.002-1: I aft , _ h . i , , , \ - � . I -- Z` �;._ I ___1'______, \ A-\ 7 ___ u ___ - �- - - - ____.-,\/4_ - _.__,21'_______1ZL � ____,6Z, ____� �k - :_____-i`_1Qa1S, P!P@J1NE------------ .-------.-- ------ � "I "I 11 � � -mi7 ==.,=or . . , --- . - I 1 \ , . I . == r;.= � = - � ; , I - .__ � - w:w;ft= TAM*, ". ,ft= ft= � - � � - =_ - - �__ ___ ___ __ - _�, - � I Nk�'l L, �: _,�,' _', - - �, __--- -_ A . : I., ,_ - I , , � � , I ` , , �,=, I 7"_ It, OT",_ �_ - -77--- - -1 - - I I , - - ----- - " �1, � � I. � , . � _1 I \ , \ r r -.1 ) " � ". .1 -_ � - ,� Z- 11 � v - - � i _: P. f,',,� �'��' C _ ., - � -�------��,--.----.--�------�--�--,--,-.-- I I ------- .. . � , I I , % m . 4z1________&�1 --.-----./ 1�_ C� - --.--,.-. --- _ _� ��`=_C_� =�,;�;�__�__�_____,____, -_ --.-..-- ,- - �' - i , . I I— - i 1. =_ -_ --- - , - " � ? 11 - - -!Z� . 55+00 \ 11 ------- 4�__�__= - .. I . I I I ,--- - __ _-, I I \ 56+ _:��_ _ --- --��,�,.-.,.,...-...,...,.,I.;L--.-.---,.,Lll- ,�_ __ I ''I - ____-1 , I \f_. , AN , i � I + I I , _____'-61 - - - - .� U 1 � _, I i . =-` --- 57+()O------�-----'--------584W--- f \ I I " - I -F I - " - . - � 1���z�=-7 � , _.. 00 ,;��-- -�:, I - - �,\ ,.�, %" _ � � I ' - � . I i ___ ------- \ 61+00, 1 --- � __ __1. �� 11 , -_ x , � ; _; . . I - - - - - -- 01 __ --_1 i I , ��� 14- 1 1 . - - � , 1% . . I , .�, , . 60+00 a I : I I ,% . ,_7777 , -Ann, '4q,Rw-_' - i - 1111111111111� ..... ..... . , . - , I , 11. I I I . - \ + -- $0Ij,4'42"W---------_, , \62+00, 1 it �� - --I'-- .,�__ -_-- I . , _77_71 I 111, 111111111- ...... ii _� I I / 1� 11, � ), �\�\ N, + -___ -_ -.---,--- I �: -_ -- I 63+00, 1 ---- Tc, � , ' 4 \ 11 , \ I _ __- - I % �--_--- , ".- I . , 171 .... I L . " -, I I � ___ I . - I - i 42.00' , - 1 , , , ', �n-�;,_,�, __ ��:,Z: "', _!.,�+f ; 8 �- ; ,r 'r, - " " 1 �:. , , ,� � " � � ,� � I � � + i, I . - . I - I - - - - - - _ _4 - - 4 - --- - - - - - - - I � I I \ \ I \ , I I , I I I I I \\ \ - - - - - - - - - - - - . W, + _ __�_ �'L�_ " I , - , _. I � I I , 1. .� � \--- ✓EX. ,ONCRETEE - - --- . - -_ _ � I � - � I \ �\ I-- __ ,�-------.,-----,�.--,�.-------,� -- ---- -------__.____..___ ._ \ -.S-_ . , I _ - cv 1. � s.,_______ P - _R VEN T . I � . , I . . . Iq t . S F --- V � . I � , , I . . 11 - � � 21, . -_ , -.1 __� llv,� 80�X-1 LVER'T � - � -;,- C. !. I . � . 1-1 _ I . ..--,--- - V� �= - I - - I I . - , I C�' I - _L_:____ __- � " "N I � I . I : . , .---. _ _=_= --------I- e - ---,--I �___ , !�� - . I --- - -_ - X. 4" SEVVER - I . - c ---- i ,-- , - � - -- - ___._ , � - � - I - _____ , ! - . I -_ Z;;�7_ - -_ " _,___.____.,___ ..--.-------- - I I . I � 1. .- -"- I , - � g.-- - 0 , -_ - - I � -IV - , � , -w�-;��- -,,-.--,-------,! _______ , , --------- _ , L " ---- _ -_ - -- ='LL) �_ � 1-'� i� � � -6, -4 i - , I __ �--+.---- G -.--- - /I - � _1-_1.__"_, . I , I 11 I --- --- _-____-_11___ - -, - - ____ __._____________._ � _ --,--,-,-'' -, -, I -,-- - � - . _0 I q �� 1, �e! _ , , I . I 0 1 � I I , I \ I \ I - !�_ " , , I _�___ ____ � __ - ____ - " ___ � .., � _� =:��__=�=� ��,, `�, , __ �,___Z;,__,�c_�, ,----,-, _1____._1 - _-.:_o_____1 - , I—— -_1__.__..__ .- - � ____ � , 1 - -_ 1z - --- -.x , -1 r - ���z������.1--�-�-��-,..--"-�-=��--- � I I , -� ---- _� � -----.-I-- I I . -�!�-- --- &4a ____ __ F .- �� . , I , " . ,/_ , ___.-L---m� __... ____ - -1.1 - - ;L- . 4 , I =��_�_:::.Z��-, - __ - - . , - ZZZ7- _ �;�, ��_ I^, > - n -t:- _ -1 - - ------- --,--- - I . . . I .- i I � " 11 � " .�` �� - . .1 . / . . � . : \\ � \ 1__�---�W��� ----- n -2 � � -_ \11 z:-------- - - _:;;��;;----- - ��__ -----. : - , I , . . �� . -_ . I . "n 7. 1 1 , _ - - �- -----___=7___ --- , �, . __ ___ �_ I 1______1_-__'-__ _'_-___ 7, � - '77 . I - - -: � -, 7' �, � 1-�, � �- � _ 777,:�_ _7_7t!7� - :-- �: I I I I I I I I I - -1 . . - . : , - I I . I . f . , , �fl I . I - I . --_----1.__,-y,_____ � I I _ � I , . . . � \ I � �, _ -�;�',�� 1� ___ - r ______ .,-' - � -:-.::- __-_-_-__ -,"-- - , ., ---- -- '' -- -,-. - -- -- - - -- --_--____,,, _ . </ -1 - - - , I., 1_1--__- I . I , 1� I -.- T I., �� : .__ ��_ __ � �1� .- � -_ -_ � _1 x\ � - )USTINO CURB I EX. R/W EXISTING CURB & _ _ __,__,____, _ ., ,.-.,-, _ - _�7�_;.�_, _ --I-- - -11 ------ 11 __ , -,-",.-- . �:, i -.--- , - , , '' . .---- - \ 1`1 - _�_�____ ' " \<� I I . ' , o" ! I _ - ; � I - EX. CONCRC-E k , � .. I - . I ' " I I DE,WAUK I , ��" GUTTER/SIDEWALK � I I I * , , 1, EX R/W I I I . , . . I . � .. . I . + I . , � . . . . `�� ou"TT MI/s I I ) it' . I . ., I , . I A I , \ \ _ ,HEADINALL 1"),", � � I I + . I . , / I � I � I , . I \ . �1, ,\ . . � I I , I , , I . . , I , , 0 ____ 11 I - I . , I , + . / , I I I- I . - - .? EXISTING STREET LIGHT � � I � I � � . . . . / L I 1�n- I . 30' WIDE CITY OF BAKERSFIELD I i \ \ . " ,,, I " �\ '! i ,,,,j I � L I SEWER LINE EASEMENT PER DOC. "'All � , \ I I , NO. 01 98089669 0.1R. i � I . \ fL INTERSECTION ._,� i I t 11 . . - �;-"-` a � I I \ , STA. 63+52.70. C.L. S. , % � I �! I �k , q � - � I I . I . I + + I STA. 84+18.90 C.L. MING AVE. I , 11 i - . 1, . _ - I . .1 � � . - I I I I I : - I I �! L I I t , I I .1 I � . . I . . - � � I I I � � ; 1 i I . I I I . I � . I / . I I I . . ". i I . I . . - . I I .� � I I I � \ - I \ % I . I � I I i 1. I . I . I � I � . I I I I I . i I , I . I 1. I . I " .- . 1i ., .. I I � I 11. . i '. . . � 11�1 � I . . . 1. . I, . I I . . I - - - i . . . 1. . - � I I .. , .. I '. . I I I .. . I I I � . . . . ,. I I I . . :. . . .. . . . I I I.I . . I I I . � . . . I . I , I -I . I -I . -.. . I"-. 1 . I . '. . . I I . - SOUTH ALLEN ROAD (STA. 54+16.84 TO STA. 64+36.19) . SCALE. I" = 50! HORIZONTAL 1» = 5' VERTICAL 8. i , t " , � - . �_ .-.I-.,.-.-,-,- �.,�;4,�.---.--,-,.-...,Ll"�'..''.�l--.�-,-..-�. _. � 1� _1111,f� __ 11-1 --1 _y-i,- 1_ -1- _1_1_i�,��_ ------- ----Z1'__ " - I I . / I I ------ ----- - - - - - - - - _� --------------- , - - i � I � I , - EX'- i 5' �� ", �,,P,f � " . , bi__4___1s:L1!Ls.___.,_ -1111.11-1-_ --- ---- , 4 11 � ___r,__,-,_____-- 1 i I !I ,i 'L i , _ I � � - - - � � . _,�_ I I . I i I i _____�_ '! - 1. I - - - -_1 I i I I � i . , - �_ __T__ _� ; I . ; I I __ - �,____L _____13_ ''j . I -I - I � -I - _1_T__ I I I . I. . . I . , I I! L__ __ - . I .1 --.-,-----_L----. -_..`F'_..,...._.-... i i I I I - . i � I . I I - - . .i , _W &-, ___ . -_ __ ; -_ I ! 0, - -- -I---- I I __r - - I---- . -,----, _ -1 ---- i t I I . i I I i - I i I . I I I __4 -1 - ___ ________,__-L------r-__----_.1,.._._._.,..,,-+_-."_i_ - - ___�_____ I i i I I I _____T_ -_ �--li ---7--- ; i I i . i - I i i I I I ?_ . ! -�-_ i C3,--- ----- I f� t I Ld i _ i . I 9' ___t , -, ----- -- ___ ____ - , .---.--------,-----�--�---.�.---�-.."�c'I ; ; i ; : . i i z ! r . , -- -:--_-f----_-- '--------7- , , . .... ..... .. 7____-1-_-___- . . ! i � 4 5 . i i I i ; I i ; _____._ 1. __,_____,__, ,________.._� _.- - ---------,--��--!----------------------,--�-- I i I I ! _______,.._ - z t ; . i ! � �,; i . � I ; 1 uj ! . I _._�______�, LLA_ 1___________4_ -:-----I - i . i I --- I i 14I I,I t , � , , . I 2 .. I . �& -- - "R4_1_DD NOT 1 I , I IICI"tn EVC.Mo ...' V11CAL"CLW.4 "' ,.. "R47Am,-. KEEP FIGHT -I I I I II 1 , � 5� 11 I . � 1 ! i I . 1 ! I I , 040CURSRETURN, i I � � � I I Ri, i � CA , I � ': I - � I . I . 19 ,Ill, r,"OF,, 1,bO6 - •. - LEFT- AND U,TRN *LY ! i I i I . ; i i ; I � I ! g LLA i . ! . i ; i i I I i : . . I � � : i . I i � . I I I i i I i i I �c ; I I - . I � . � :� i . I I -1u4i I - 1 . - � � � , 99 nr I � - I I uil I I . I � ... � . I I i � . I f � � i . . > - !17 21- LAj '-k 1, 0540 -Da NOT-1EINTEI I I �1; I � d i I I i I I I � I I _-1 -I-- -" ------+-- __ -r- , i i i i ! I I . i � - _--j- i - s ii- 46 z tI,---- : � . ----------.------1- : : ; ; � : i I , � I i f > I __ --I-- . , ,I . . . I 1 46 I : 7- I 1 I Lt,I.t . ,I I � , I �I I 1 I w _ I NAMESIGo PER CU "S7 , - ,T-1. - - _ i t I I I ; I . I __ - i ; t ------i i i � i . i i 1 i i i ; 1 I i � I _T__ ___ I I . I i ! !!! 1 i � I _%� I ; . : I � - - ____.�_______ . . t p I ; ; I : o � . $ j -_ ---. � . ----. _ , I -L I—— -_ -_ _1_ --.-,. _-1 . � I � I � i I ___ I ; 'o p ,-"-- . . lim 0 i i . � v . 1 t I . I . I I . i � . i � I !-c A , -4. - -, i I i . i - ---' I . i I I .8 w jt t- in , + A i I i � i i ! ; . i . i ! �' I i f ! � - i . � - ; ! i I I I I � i i I \ - I i � i , I i i , I a: .1i i � v; i I 41 � '. , i i ! . � , I ! ; I I i i i � . i c i : � I i ; I � � � . I ! ! i I I � � f , � i � i t � i . , , .c i I I 0 ----I- I I I i I . . , ____k_ ___ �____ I I t � I , i I � i I '.. � . I I . I t<; i , 1 , I .1 - � I , - _1, . I I -- :LONLINE _ _�_�_�T_f _ - - _ --- T I _, �E�, � i i . - - i � . � . ___ � < fM cn I I � . iL: gs � i� I . � , - ._________ . __ i _T_ c I I � iA%!%"T- � ! ; EDGE OF RAW!"T i I POOPOSEI)i VEST FI � ; VEST SIDE OF ALLEN� RD. . t ; i �t . ! i i i ! � i -----. ---�-------.-",-------.--�--.-�L-� ... �_ -1 - ----------- �..-.----,__, ....... .. �_ ____ � '. - � I __� , -.I--- -1 11 ___ I I ! i ------I ; I s t . i i ? 4 1 I , I i i i i � 5 � � I -1- � i i i : , . i i - - - 3,_ - 4--"2% , - -! - , , 11111111��11���� � I - - __-� - - . ____�_�. � -4.- - i i 1- . I I - - 11 I __ ==_=7�1:=7�_ !!;, � 7 _� � 1-1 Ir _______t I : -------- � ___ 4- ___._-1-+__..3 . + i . I . I— S4-0�61 i i I i � - ! , --- m i i 40 I I i __ - +_____ I ---- ----- , __T_ - __ - - __+_ I . _ __ - _ ___ - . ____ .- - -f-----r-- t ; : I . -0--w- __r - - -,,-- -- - !- g= -_ - , . -_ __ I I I $ _____'.________ , I ---"--�-----.-�----,---..-,.---.-� --------- ___4 r_-__._______-._ . , . --------,-. i t I , 4_7 4-_18 _ - __ I ____________� . . _1%�_ i i 1 ---- __ . . 1 � i . i � , I 1 , , ! - , i I - i i i ? I - - - _- - - ! I - - -mr- _�_ .4 _/�_ - - -1 I I- - _� - ; I "' 1`111,11'" 0--. -_ 1, � � i , I I I - I � : I i I � . . I ; ; i � . f � i i i ! 1 4 � I I I i o I i ; L ; i ! 7 I ; ; ; I � w A CAld . I i / � i A i � � , I I . __+______4____�_ I . ------ j__ , - . i � t��:::: i - I . , I .- , - � L � ", I - - - -------- I - - ; r I . i !1,�",11,1,1,!I"l�i,,ii,i,iiiii�ljj��� __ . � ! ; 3 . 1 iiiiiw000wwwm� � , , . � ___1 ___ ; - . I ,1.____-_1______4_ I 1,__ � ___ -_ -"----T 1 � i i i I - i I - __ --------t-.--.--.-t--�"-----���---------�---'--'------�---�-- __�__ , ? I I I : : ; . I I ! : I ' : ! I . : : i . --- - - - - _.- ------.-------- ---- .--- . - - _ --- - ---- . � / . I - - -f . � � >� �_ _J ________� ->: -_ - I I -_- I I I I I I . � I i i .- - I li I'll RIP RAP i ALE TO' I I I I �� � - � � I Z � , I - i I - I -j � --�- --;. , . . � i ' � I . I I f- - I , . -i- I I _ _. -- -\ � \ 1 . � I I I c � F . i � I i I I i . i i I I I I i A 1 �_^-ftk � i � I I I i I , t I i ! I � . i � i i i . . i . I I i I I I ; i i � t I $ . ! I : i I I ; ; . ! p . j � : � I � + . k I � I . ! . i 7 . ; ! I . j t i . ! � S !:tf , i w w I I , � i i - . , I ... I ��, ' i ,o 40� , " I --- ATE i I T , . ------,L------ ___ . . i I . I % . . . . I ' I ___ T_ ___,_._�� , �- . , , . . + � , � I . . , 1, i � --- -4 , . - , . i I . � I � . z.. . � : - I . I . � 1____+______v___ ! i . I f � I \ I - . I __ , __ .�_,___ I _ _____-___- --_AWR6Xw*Tc -_ . ----I , � I - "RD 0 i ! I z I i i . I . N1- i � -_ ____ - I - _ - - r- -1 - - . . " I i- ---�-__ i i . - -, I _____t-_____1 _1� ! i i I ! I ; I i I I I ; - - - - I I i T------ . --, ___4_____ ; ____�____________ . . i . � . . c I ; I : i � - i r I -_ _r - - - - - - 11 I ; - - 7- - m � _______-__-?_--4 -----�------_ --- r _---,.-----,------�,--J.-----,- . --- ; : , ___ rte-_. I . � f � : - - ! � w . z . i I --- --- - . --------'I- r7�__ .- - 1_1,.___1i___t! i I t '_ - ___L______ - .w . . C-4 i , .; on i � � i--; �� , -1--__ I i I , I 1-11-11 I - k - .... I TEMPORARY TEM� NT , � ,� i . I :, � I , I : !� . 7 I I � i ; , i I ; I . I . i i i . c ; i I - . 11 I I , I . � � I : . � ; i i i . ; I A I - . - I I . � , I I , , J� , . . I I __� . � � I . I I I - 1-1 I I - - _ - � �� � + . , , I . I I I - 1� . I , � I ,. , I �________� ,1 '' I I . 9 " �0!" .. - a I . � I , I I , - I I ., , DOC 021�042, . I . � i I -- _L_ I �� I , , , , I I 1 , . . � I 11 I �* `- I - , i - I i � . � I i i i I i I i + i � I I . � I � � I I I . � T- I . . _ I . I . i $ I i . i i � . I ; � i . i . i . I i I i i . I I i t i - - . i ! i . I � I 11 . A I . . 4 1- i I I I _--i I - 11 i i i t i � . i i z t z ; . � � . I . ___�__ ; i __F_ - i . I i i , I i ! .1 � ; I _-L.._�L_ i : . I � ; I i I I i ; . � i z I . � � . : ) I i -.---- I , . _-_____1_ i i -1 ! � i i I ; ! f i � I i ! t . i � � i i ; I i __-4- . ..... . _i1_-__--_____.___,__ -, __f_____ .--- , : 7 I � I ! i I ; i t i ? i � --4---------j---- j � i i i : --4, _------ I I � : i I i I - -_ � i - . . I I . I , . -OP . I I !•. . . A 1 \ T9:MIi,ORARY S' , I UMP " F _ , I ., - I I I - - i , i I I i i I I I I , , I - i 1, I + I . � i i I i i i � ! i . i i � : i i � i I i I 1 i i i ? 3 ? s i � . ; . I � I I I ; ; 11 I i f i � I ; � � 4 ; I � i � : . : � I I .. , - . t ............ -1 I ; I , z : . , 4 ---,-,----,-------.--,,-,-.-----------------,.,-,--------------- t . z . ..11, I I � I � I , . ! " -11 I L-, I 11 . - - " I . � I I I,,',��_ � " I : - 1. . � - I I . 1� 1. . I I , I , . . I I . . I . � , I , _ I I I , . :: �� 1, �, I , 4. . I i -1 , , ; I , - _� I I , " � I -- � . , _ I � % w, I -1 ' , , I , 1 ' I .1 � I , "'_ � `_ '. ;,, , '11'1�,� I �, - " . I., .�, ,, '' - � , -.,.,,, 5% , � , ' � , 11� I I I I I � I , : - - , I , , 1, _ � , , :. I I I 1. I . � � , . . I . , . 55 . : I + ' .' . I +00, '54+00 I 0 , � O' 53+,00 54. 1 � I � I . I . � I I . . I I . I - I I - � � . � . I � I , I - . � � . I . I I " I . � - I . I I I I I , I 1 I I � _ 11 , .: , ".: I : I � , '': .. , , I 1� 1. ,'_� I -•� :. I I I , I I , , . '' . I , , I,-, I . I � ,,��, 11 I 1, I- r , I - I � , . I " , , . . I I � I , . , I I . I - :` , �� . I � I �.� � "Am - I��_ . � . . I . I . , ., , " , ; . � . _.. I 1, - _ I 1, . . . I , . r :,�, . I - �:, - I � I - ,:, I , . I '. , . I., 11 .1 . .1. I , I . I . �11... .1 - I . .: '' ,� I I I - � I I I I . 1". ; , ;, I 11 , I-, , , : ��., - , , , �, , , I -, - ., �1' I . I'— , ''' I 1. . -, - )� : I � I I I I :. I I .. � I � .4; . 1. I I '. I I .- I , I : I , . I i � I I . , 1, . I I . � i I -i . . . 1, . . . 11 1. . I , . � . I I I . . . . 1.11 .11 � � ,..- . . I 11 . � , - I . " I I - . 1. . I � � , I . I I . . I , 1�, I I . I I . . I .1 � I ".. .. . I . I . . . I � .-:'' . 1 . . I I I I . � I . . . I L I � I . , L ", I . . I . I . I I 1, , I . . . . I � I I . . . . � . . .. . I I . a � 1(-. FURNISH SLL IF� UIRNI� ,4 lINSTALL RI AI T'.A 11 �_ I z ; , , .�, � , 1. . I - � I .� � I , . I � , I � .1 �, I - .. . � I I � . . ';,, I � I I , � I , I . , , - , � ... I I . I I . � -, � . - : � I I . I - . I I . � : I .- . � � � I . - I . . . I � . . . . I - I . . . - I I , ISI . . NR1C.OS 1��. T .SIGNS.PE#-� 1. 1� I�- �. )� I INTERCONNECT F L)0WLI E' P0I ' PONTONvmr-AL'CW�EZI�I , .� � . ,. 11-" -STOP ISI. . I * . 'Cit 14I I,I t , � , , Bv.c" IN:-VERTC_CURVE ��I �& -- - "R4_1_DD NOT .. � _W3I CA) - DO , IELEV IICI"tn EVC.Mo ...' V11CAL"CLW.4 "' ,.. "R47Am,-. KEEP FIGHT -� "W75 -LANE ENDS M EGELEFT I B BEGN'- RETURN �I ; ,6T�A I, -01 - "- ft -l`- RIGHT LANE'ENDS 0w3-,. SIGNAL AHEAD r- - � ECR 040CURSRETURN, i PRC;,; "1r �"tOP0�_"CURVAIU :C NO PARKING , M �, 'R,IR� 13-f --STOP AHEAD , 3. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY ,,;,jEG .',��PCC �, , ,Ill, r,"OF,, 1,bO6 - •. - LEFT- AND U,TRN *LY . , -w-r,-fA%EMENT WIDTH TRANSITIONBC, - *W14 -f - NO OUTLET ' I1� I EC I'END1CUR%E STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS Tt,,' TOP,or CURB "1 '' L R81(CA) BKE -7-DOUBLE'ARROW� M. I vc POINT '4�INERSECTION TP, TO" FPAVT :I-S "Rl-9" -NO PARKING/LANE . j- -FIGHT LANE BDS,bFVM11CAL .__ r ') LU > VEFtFNIW- CONCR `R1-1W -ONE WAY -RT ' '-k 1, 0540 -Da NOT-1EINTEI F.O.b,- FACE -OF CUM R/W SIT= -Of lfli Y- I i I..I-. 8emwIQW&M# I* L ' I I .., IaI SURVEYM cq, -' 0 3 . NSTI. ;_ S-'.IT._� 4II,1 EI U,-, I 1. .1 I m 1I�c*1 - C:,)- I , EXISING'SURVEY, MONtit"T ,," I I,.1I , . - I k- Lt,I.t . ,I I � , I �I I . i FURNISH &-INVAL,;14ET' f `,S."REE t, _ I NAMESIGo PER CU "S7 , - ,T-1. - - _ -,-T . . . *, �,' � 2 - Lu 14 , I_.' SHWt-*SEM � 1S S1100 - - 1FURNISEI FURNISH & INSTALL STREETLGHT-950LUMESTREET-LIGHTS= , ,1I I4— ,i ,- ARE, To , , ___L D . I1 FURNISH ANDINSTAL STORM .DRAIN BE , 0�AS SPECIFED*�Sowk,006q PER CITY STANDARDS. �,.'0'"TA L ON. m." .-1_ �.. - _____ - - __ _____-o --.----- �- I- COSTING. STORM DRAIN LINE I I -c - ,"p , ----,--«_____. - --s -------- I EXISTING SEWER LINE . I I- - I I I 11 I .I - - . -,-.- ------ G --- EXISTING, GASUNE : - � . I ,56+00 ' 57+00. - ' � � , , - I � � . 58+00 1 1 � . - � � � � - . LEGEND: (CONT.) --- EXISTING WATER LINE I __ - . ____1,q __ T;----- CONSTRUCT TYPE OMO MEDIAN CURB WITH tO* REVEAL PER C.O.B. SM. ST -18. EXISTING TRAffIC SIGNAL CONDUIT <D `Z:'---1�---Zz'p---- POWER POLE AND DOWN GUY TOOTHERS.. EXISTING RELOCATED BY OTHER COWING INTERCONNECT WLICE BOX � - ic.- .. � - _--EXISTING I INTERCONNECT I esumI I FURNISH AND INSTALL CATCH BASIN TYPE W STANDARD STANDARD SPECIFICA71ON ON SECTION 84. 2010 ED., I �9; ALLOW FOR MING AVENUE RUNOFF. i I -PER C.O.B. STANDARD D-14 . is. EXISTING SEWER MANHOLE . 0 EX1s,nNG STORM DRAIN MANHOLE INSTALL TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH .i , I I . FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ------ TS - . . I FURNISH & INSTALL IRRIGATION CONDUIT R (D FURNISH AND INSTALL CONDUIT FOR FUTURE SIGNAL PER C.O.B. SM. I FURNISH & INSTALL INTERCONNECT CONDUIT ic J83 . TR5 M FURNISH & INSTALL SPLICE BOX fOR INTERCONNECT, - � TR3-N0. 3 1/2 SIZES -ft, 5 SIZE TR6-NO. 6 SIZE c.) (2) CUR%E NUMBER FOR OURVEDESCRIPTION SAWCUT EXISTING E.P. f BACK OR AS DIRECTED BY CITY ENGINEER. I I 3. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY . TAPER NAM FOR TAPER DWIPTION I T TTW OF WORK - SEE SCHEDULE - 1 -59+00, 160+00 LEGEND: (CONT.) El STATION DESCRIPTION I I A EASEMENT LEGEND BIXE LANE MARKNGS PER WN -911. PER CAL -TRANS STANDARDS CAL-1RANS TYPE IV ARROW J+ LEFT OR FIGHT AS APPLICABLE STM "STOP" MARIONG PER CAL-1RANS STANDARDS AWEAD 'AHEAD' MARKING PER CAL-TRANS"'TANDARDS ALL TEMPORARY STRIPING MD.',MARK04G DESIGNATED . WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PANT. 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 SPECIFICAVOWON SECTION 84. 2010 EDITION. . . � 376 I i 1 374 j -1 2 ; I c 11 372 i ; k i 370 1, - i 1 368- I � i I i i 366 1 i , i � , -1 364 , � f t i i 362 i I I 360 � i i I 1 358 i I i . � 1 356 61+00 62+00 . 1 ,63+00 , 63+50 FD. f I.F. TAGGED RCE 17564 1.0" DEEP FOR N.E. COR. SEC. 11 I i i i I � : . CURVE TABLE CURVE RADIUS LENGTH I TANGENT DELTA _ 30-00' 1 47-66' 1 30-55' 1 91'01'54» I EASEMENT LEGENDS: A '" 30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0206101906 O.R. � h\ 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. ACITY OF BAKERSFIELD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT I PER DOC. NO. 0206281011 O.R. ' /0\ CITY OF BAKERSFIELD SLOPE EASEMENT PER DOC. NO. 0208082406 O.R. CONSTRU!QTION . I I - NOTES: CONSTRUCT' TYPE *B* CURB & GUTTER PER C.O.B. SM. ST -1. - : _. I . .. i : � I i : I i i I � . : , I ! I � . � I IQTI!QN - OTES: (CONI) : I � I I ' CONSTRUCT TEMPORARY SUMP FENCE AND 12! WIDE 9 0 U CONSTRUCT TYPE OMO MEDIAN CURB WITH tO* REVEAL PER C.O.B. SM. ST -18. ACCESS GATE PER C.O.B. SM. 0-12. <D POWER POLE AND DOWN GUY TOOTHERS.. EXISTING RELOCATED BY OTHER CONSTRUCT HANDICAP RAMP PER DETAIL "I* ON SHEET 9. i � ! : 13� 1 NEW PAVEMENT MARKERS -SEE LEGEND. : ' _j CL PAINT 12* LIMIT LINE USING THERMOPLASTIC PAINT,PEIR. CALTRANS CONSTRUCT 2' A.C. SWALE PER DETAIL "B" ON SHEET 10 TO `�' STANDARD STANDARD SPECIFICA71ON ON SECTION 84. 2010 ED., I �9; ALLOW FOR MING AVENUE RUNOFF. i I CONSTRUCT 10' WIDE MEANDERING MULTI -PURPOSE -TRAIL PER C.O.B. : ! : (D SIDEWALK SPECIFICATIONS ON SM. DETAIL ST -3. � NOTES: : CC 0 INSTALL TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH i i (D W-31(CA) SIGN WITH OM4-3,MARKER. BARRICADE IS TO GO FROM - I 1. MING AVENUE AND ALLEN ROAD - � FLOWLINE TO FLOWLINE. - I PAVEMENT M BE 0.45' TYPE NAO A.C. OVER ! : (D FURNISH AND INSTALL CONDUIT FOR FUTURE SIGNAL PER C.O.B. SM. 050' CL 11 AGGREGATE BASE OVER 1.65' COMPACTED O.G.. MIN. R 0jX I.- DETAIL T-33 AND T-34 VALUIE=59, TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. (D REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE ST -9. : 2. ALL CATCH BASINS .TO BE TYPE *Ao PER C.O.B. SM. D-14 WITH OPENINGS c.) RANGING FROM 4.0TO 5.0' AS NO IN PLANS AND PROFILES. (D SAWCUT EXISTING E.P. f BACK OR AS DIRECTED BY CITY ENGINEER. I I 3. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY I THAT EXISTING STRIPIN,G.,AND MARKING CON0111ONS 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. : I z uj CONSTRUCT DRIVEWAY PER C.O.B. SM. DETAIL ST -2 W17H i I �D 12' WIDE ACCESS GATE PER C.O.B. SM. D-12. 1 1 : ! - 1701" : � - I ! ! ! � 1 - .. _. . I i I DjCv AT "T Call: TOLL FREE 1-800-227-2600 AT LEAST IM DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT I OF SOUTHERN CALIFORNIA 0 Keen U z 0-4 _j CL 4p% ot ct . F..4 = CC 0 0 " 2 < C) w 0 44-4 r" p 4 0jX I.- co0 z c.) 2 .Ujj a) Ac .j �, 'A �< � z uj x C 2 1�- .__ r ') LU > =) 00 c:8 cc (1) IL 2 w P-4 E- W Lu f% a co AnN�ll r ._.) r -- co - 9 43 c 19 0 0 U z 0-4 _j CL 4p% ot ct . F..4 = CC 0 0 " 2 < C) w 0 44-4 r" p 4 0jX I.- co0 z c.) 2 .Ujj a) Ac .j �, 'A �< C) z uj x C 2 1�- .__ r ') LU > =) 00 c:8 cc (1) IL 2 w P-4 E- W Lu f% a co w r ._.) r -- co - 9 43 c 19 I -c - i i { tz LSI J Ld O NORTH V4 COR. SECTION 11, 'm J T.30S., R.26E., 2" IRON PIPE NORTH E OF W3/2X2 REDWOOD AND TAG ' SECTION N1 ' W PROPOSED RIGHT--OF-WAY LS 4383BY SINGLE PROPORTION _ _ _ 2650.57 589'46 55 E s _ I, 50205 - _. __. ..__ ._ _- r j 1 (FUTURE) I (FUTURE) MATCH UNE DETAIL 278 1 1 BEGIN DETAIL 278 STA. 65+00.00, .C.L 5. T. STA, 53+05 C.L 1200RT �FUT RE MEDIAN CURB i 52+ 53+ - -- - - - 54+00" - `- "- - - - 55i 00- - - - - - - -56.+00 - - - - - -" - 57+00- - - - 4� - -58+00- - - - � - 59+OG' - Sg9'46'S5'E-60+00- - - - - - - 61+00 - - - - - - -62+� "' - � - - - - -63+00- - -' - - 64+00- - - - - -:]F- 6 +0- I { BEGIN DETAIL _IT) PROPOSED MEDIAN CURB ---,7' ' DETAIL 27B(T) ev 12 ■ STs 53+05 62 C;- r 2e. nruiT\.>I TR 20' WIDE TEMPORARY R -9 AU -WEATHER SECONDARY BEGIN ERICA ROAD TO BE OEDICATEIS "WMTIH FINAL MAP. I ( SEE SHEET 8'FOR DETAILS DETAIL 22(T) E.C.-END DETAIL.42(T)/ BEGIN ,OETAL , 9(T) STA. 78+04:54. C.L. 20.02R =3j�1 .jQ g�uj uj MAT( PROPOSED FLOWLINE �--DETAIL 22(T)' t tC 117-9 511 '- .. - - R7-9 n �. PROPOSED RIGHT-OF-WAY SING AVENUE STRIPING PLAN) STA. 53+ 5.62, C.L. TO STA. 65+0000 C.L. SCALE: 1" = 50' I L -DETAIL 22(T) DETAIL 39 DETAIL 39 -� m=> TR C IC R 9 R7-9 51104 _. PROPOSED RIGHT-OF-WAY cv tri ©c nr Neo j. fmirrcc /502 % ANGLE 'PfANT IIFTAIL 27R(11 LOU, U.L. 4i• l-• STA. 65+11 :86, 4.t- 47.UUKI. ABBREVIATIONS 12" WIDE CONTINUOUS 4, - WHITE CROSSWALK LINE LEGEND: (CONT l FURNISH .& INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOWLINE POVC- POINT ON VERTICAL'CURVE B.C. DETAIL 29KT) PER C.O.B. STANDARD D-14 C.L. CENTERLINE SVC BEGIN VERTICAL CURVE - DO NOT PASS "W31(CA)" - END F STA: 81+39.51, C.L. 8.55LT. ELEVATION E.C.-END DETAIL 2, ."R4-1" 'R4 -7A" - KEEP RIGHT 'W75" - LANK= ENDS MERGE LEFT r BCR BEGIN CURB RETURN B.C. DET�L 2q T T. 32.53L "R9-1' - RIGHT LANE ENDS "W3--3" - SIGNAL: AHEAD STA. 83+37.39 C.L. 37.00LT. ECR END CURB RETURN . PRC. POINT OF REVERSE CURVATURE _j ^ STA: 81+38.5LT C. BC E.C.-END DETAIL 9 PCC POINT OF COMPOUND CURVATURE a 10 W 6•C• i C.L. TC TOP OF CURBU STA. 83+3812 C.L 25.00LT. W AP PIVC a N ST�35.3 DETAIL 9 "R7-9" - NO PARKING/BIKE LANE "W-1-. _ RIGHT LANE ENDS I �. 13 LW. + RANGING FROM 4.0' TO 5.0' AS NOTED IN PLANS AND PROFILES. 3, PRIOR TO PAVING. THE DESIGN ENGINEER FOR THE 1 PROJECT SHALL VERIFY a + a S.C. Bz EGAN STA. 80+ 98.16 C.L 18.93LT. TEMPORARY W4 -'l A.C. DIKE i 3 P-0 END DETAIL 39 t- a #6 UTTER at- G .. END DETAIL 39 "C co cn -P.ROPOSED Z FUTURERB_ FURNISH do INSTALL METRO STREET NAME -SIGN .PER C.O.S. STD, T-1. 2 EC. -DETAIL 28(T) > C041,,-OF-WAY RI S GIT *EKI SECTION IS 940II N B.C.-DETAIL 28(T) -ra- FURNISH do INSTALL STREET UG HT - 9500 .LUMEN. STREET LIGHTS ARE TO _ _ o FURNISH AND INSTALL STORM DRAIN. E.C.-DETAIL 28(T) . BE "U D! AS-SPECFIEfl IN C.O.B. SPECIAL PROVISIONS ACTION 86-6.01 PER CITY STANDARDS., END a SOLID UNE/BEGIN DETAIL 9 0 _ - - ---- - - - WORTH UNE OF - SECTION 1„1.,,. Z EXISTING SEWER UNE H _ 81+00 r 8fl+flfl �- 17 �_ W DETAI 38A e R1-1 _. --- 79+00 �,'�� , OVy __•__._ ..- -�' _ 1 WHITE GORE DETAIL 6 -`- 78+00 J '- -- '-" _` -- END TAPS - DETAIL 2 3 --- - -DETAIL 9 �, r 50 SOLI `d DETAIL 2 STA. 81+24A4• C:L� 3. C?; �� _ DETAIL 39 4 TRI TApER 5 X36, Ci�"15.63RT. STA. 80 8 2v D E TA IL 38 .- T Ai L 2 i R7-9 � DETAIL39 W3-1 - - - - -- - - 26(CA) END DETAIL 39 PROPOSED RIGHT-OF-WAY/ I ' S A. 80+28.99, C.L. 49.00RT. I / i I 1 1 t MING AVENUE (STRIPING PLAN) STA. 78+00.00, C.L. TO STA. 88+00.00 C.L. SCALE: 1" = 50' IV I I I r u 1-1 Y "I r V LM 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 I _} BEGIN DETAIL 38A j fw'7 STA. 84+95.06. C.L 13,OOL.T. SMAEMOVAL DETAIL %I) A _ EL�11"Lli BEGIN 4 SOLID UNE STA. 86+81.99 C.L. 47.00 LT STA. 84+94.00, C.L. 25.00LT. j- - - --- - _ END DETAIL 9 4) CHANNELIZERS `�' _ _ �- EXIST DETAIE' 38 ,TO REM - - - _ �.tr_ -- _ _... END REMOVAL DETAIL REMOVE - - - STA. 88+08.10. C.L. 25.00LT. FE. 2" WIDE CONTII UOUS>>,> µ EXISTING - EXI ,DETAIL 39 TO REMAIN >g>#> *9,07' >MARKING WKi1TE CROSSWALK UNE NEW DETAIL 9283+25.37 C.. 50 D4" STW 5 NEWDETAIL_ S5"E 84+00 _. - 8 -_ �� - - $Zt -88+00 ---- - --- --- -- + 8 2 E -'� �fXiST. DETAIL 38(T)- 89+00 --------------- - -- 4 _.EXIST. CONC. MEDIAN - - - --- - ; -- INTERSECTION - TQ -REMAIN 7 14 MING A +11190 C.L• `- EXIST. DETAIL 9 TO REMAIN 9 TYP• c REMOVE EXISTING GORE END DETAIL 38/ {TYPICAL) BEGIN REMOVAL DETAIL STA. 87+46;95 C.L s _ y, NORTHWEST CORNER -- i SECTION 12. T.30S..R.26E. r FD. 2" IRON PIPE W/ TAG RCE 17564 DOWN 12" !} f I RECORD PER CORNER RECORD 3-20-84 LS 4713 SOUTH ALLEN ROAD SEE SHEET 8 FOR STRIPING PLAN LEGEND: (CONT. EXISTING WATER LINE ABBREVIATIONS EXISTING TRAFFIC SIGNAL CONDUIT LEGEND: (CONT l FURNISH .& INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOWLINE POVC- POINT ON VERTICAL'CURVE 111-1 " STOP i - PER C.O.B. STANDARD D-14 C.L. CENTERLINE SVC BEGIN VERTICAL CURVE - DO NOT PASS "W31(CA)" - END F51 ELEV. ELEVATION EVC END VERTICAL CURVE ."R4-1" 'R4 -7A" - KEEP RIGHT 'W75" - LANK= ENDS MERGE LEFT IR BCR BEGIN CURB RETURN PI POINT OF- INTERSECTION "R9-1' - RIGHT LANE ENDS "W3--3" - SIGNAL: AHEAD FURNISH AI INSTALL SPLICE BOX FOR INTERCONNECT ECR END CURB RETURN . PRC. POINT OF REVERSE CURVATURE "R26(CA)" - . NO PARKING "W3-1" -• STOP AHEAD Qj BC BEGIN -CURVE PCC POINT OF COMPOUND CURVATURE 'R73-2(CA) " - LEFT AND "W4-2" - PAVEMENT "WIDTH TRANSITION 10 EC END CURVE TC TOP OF CURBU 11 TURN ONLY "Wi4-2' - NO OUTLET "R81(CA)- -� BIKE LANE "Wt -7" - DOUBLE ARROW PIVC ,INT POINT OF "INTERSECTI4M!I TP TOP OF PAVEMENT DETAIL 22(T)/MATCH UNE "R7-9" - NO PARKING/BIKE LANE "W-1-. _ RIGHT LANE ENDS STA. 65+00.00, C.L. 24.00RT. 13 OF VERT tXttRVE FC FINISH CONCRETE RANGING FROM 4.0' TO 5.0' AS NOTED IN PLANS AND PROFILES. 3, PRIOR TO PAVING. THE DESIGN ENGINEER FOR THE 1 PROJECT SHALL VERIFY "fa -1R" ONE WAY --RT "RS -1" - DO NOT -.ENTER F.O.C. FACE OF CURB R/W RIGHT-OF-WAY STA. 63+91.04, C.L. 43.00 RT. SECTION DIESIGNATO: END DETAIL 39 SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: FURNISH AI .INSTALL SURVEY MONUMENT PER C.U.B. STD. � ST 13. SECTION LETTER END DETAIL 39 ca; EXISTING SURVEY MONUMENT a B.C.-DETAIL 28M + FURNISH do INSTALL METRO STREET NAME -SIGN .PER C.O.S. STD, T-1. 2 EC. -DETAIL 28(T) > I I S GIT *EKI SECTION IS 940II N B.C.-DETAIL 28(T) -ra- FURNISH do INSTALL STREET UG HT - 9500 .LUMEN. STREET LIGHTS ARE TO _ _ o FURNISH AND INSTALL STORM DRAIN. E.C.-DETAIL 28(T) . BE "U D! AS-SPECFIEfl IN C.O.B. SPECIAL PROVISIONS ACTION 86-6.01 PER CITY STANDARDS., END a SOLID UNE/BEGIN DETAIL 9 0 SEE.DETAIL'ON SH; 5 EXISTING STORM DRAIN UNE � Z EXISTING SEWER UNE H EXISTING GAS LINE IV I I I r u 1-1 Y "I r V LM 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 I _} BEGIN DETAIL 38A j fw'7 STA. 84+95.06. C.L 13,OOL.T. SMAEMOVAL DETAIL %I) A _ EL�11"Lli BEGIN 4 SOLID UNE STA. 86+81.99 C.L. 47.00 LT STA. 84+94.00, C.L. 25.00LT. j- - - --- - _ END DETAIL 9 4) CHANNELIZERS `�' _ _ �- EXIST DETAIE' 38 ,TO REM - - - _ �.tr_ -- _ _... END REMOVAL DETAIL REMOVE - - - STA. 88+08.10. C.L. 25.00LT. FE. 2" WIDE CONTII UOUS>>,> µ EXISTING - EXI ,DETAIL 39 TO REMAIN >g>#> *9,07' >MARKING WKi1TE CROSSWALK UNE NEW DETAIL 9283+25.37 C.. 50 D4" STW 5 NEWDETAIL_ S5"E 84+00 _. - 8 -_ �� - - $Zt -88+00 ---- - --- --- -- + 8 2 E -'� �fXiST. DETAIL 38(T)- 89+00 --------------- - -- 4 _.EXIST. CONC. MEDIAN - - - --- - ; -- INTERSECTION - TQ -REMAIN 7 14 MING A +11190 C.L• `- EXIST. DETAIL 9 TO REMAIN 9 TYP• c REMOVE EXISTING GORE END DETAIL 38/ {TYPICAL) BEGIN REMOVAL DETAIL STA. 87+46;95 C.L s _ y, NORTHWEST CORNER -- i SECTION 12. T.30S..R.26E. r FD. 2" IRON PIPE W/ TAG RCE 17564 DOWN 12" !} f I RECORD PER CORNER RECORD 3-20-84 LS 4713 SOUTH ALLEN ROAD SEE SHEET 8 FOR STRIPING PLAN LEGEND: (CONT. EXISTING WATER LINE - =s - --- -- -- ---- EXISTING TRAFFIC SIGNAL CONDUIT aEND EXISTING INTERCONNECT SPLICE BOX EXISTING INTERCONNECT ❑BEGIN FURNISH AND INSTALL CATCH BASIN TYPE "A" CONSTRUCT TYPE MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST --18. PER C.O.B. STANDARD D-14 aEND EXISTING SEWER MANHOLE (4 NEW PAVEMENT MARKERS -SEE LEGEND. EXISTING STORM DRAIN MANHOLE F51 FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT Ts STA. 81+35.37, C.L 29.65RT FURNISH do INSTALL IRRIGATM CONDUIT IR CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. FURNISH AI INSTALL INTERCONNECT CONDUIT Ic Tea 7R5 FURNISH AI INSTALL SPLICE BOX FOR INTERCONNECT STA. 83+41.16, C.L. 25.00RT. TR3-N0. 3 1/2 SIZE TR5-N0. 5 SIZE TRIS -NO. 6 SIZE Q CURVE NUMBER FOR CURVE DESCRIPTION Qj TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE LEGEND: (CO Ell STATION DESCRIPTION( 1Q EASEMENT LEGEND BIKE LANE MARKINGS PER PER CAL -TRANS STANDARDS �. CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE SW "STV MAWNG PER CAL -TRANS STANDARDS AIM "AHEAD" MARKING PER CAL -TRANS STANDARDS CAL -TRANS TYPE H ARROW �✓ LEFT OR RIGHT AS APPUCABLE ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STS 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 AI PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84. 2010 EDITION. 15� DETAIL 39 Ic "-- DETAIL 38 Ic 26 CA) ------------ TAIL 38 MATCH UNE DETAIL 38 • T.•vv.... JIAr VYTVVrVV,, V.V T/rVVI\Ir �W O 1W m W (TVTURE) W 50202 - NJORUNE OF _____78+00 - 77+00 - _ - - E. _ E.C.-END DETAIL 22(T)/ 1 STA. 77+45.69 C•L ' BEGIN DETAIL T AIL 39 STA. 78+04.54, C.L 20.02RT. "- . 1 NI -VII\ YL 1 AIL JV CONSTRUCTION NOTES: (CONT) STA. 81+35.37, C.L. 7.63RT. aEND DETAIL 38 STA. 83+39.82, C.L. 3.00RT. ❑BEGIN DETAIL 38 CONSTRUCT TYPE MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST --18. STA. 81+35.37, C.L. 17.84RT aEND DETAIL 38 (4 NEW PAVEMENT MARKERS -SEE LEGEND. STA. 83+40.43. C.L. 13.00 RL F51 BEGIN DETAIL 9 STA. 81+35.37, C.L 29.65RT 15CONSTRUCT ALLOW -FOR MING AVENUE RUNOFF. END DETAIL 9/8EGIN SOLID LINE CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. STA. 82+90.73, C.L 25.42RL ❑END SOLID UNE a STA. 83+41.16, C.L. 25.00RT. ®BEGIN DETAIL 39 STA. 81+48.90. C.L. 48.00RL aEND DETAIL 39 FLOILINE TO FLOWUNE. STA. 83+42.57 C.L 48.00RT. 10 BEGIN DETAIL 38 0.50' CL 11 AGGREGATE BASE OVER 1.65' COMPACTED O.G., MIN. R STA 81+48.90, GL. 52.00RL 11 END DETAIL 38 STA. 83+42.57, C.L 52.00RT. 12 DETAIL 22(T)/MATCH UNE REMOVE EXISTING SIGN AND BARRICADE AND SALVAGE SAME IF POSSIBLE. STA. 65+00.00, C.L. 24.00RT. 13 DETAIL 39/MATCH LINE RANGING FROM 4.0' TO 5.0' AS NOTED IN PLANS AND PROFILES. 3, PRIOR TO PAVING. THE DESIGN ENGINEER FOR THE 1 PROJECT SHALL VERIFY STA. 65+00.00, C.L. 43.QGIRT. BEGIN DETAIL 39 14 STA. 63+91.04, C.L. 43.00 RT. i5 END DETAIL 39 SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: STA. 63+08.85, C.L. 43.00RT. 16 END DETAIL 39 PRIOR TO PAVING. STA 65+85.86, C.L 43.00RL 17 B.C.-DETAIL 28M OCONSTRUCT 11 STA 81+39.67, C.L. 4.55LT. 18 EC. -DETAIL 28(T) > STA. 83+29.38, C.L. 9.00.T. 19 Ing B.C.-DETAIL 28(T) STA. 83+37.07, C.L. 9.0OLT. 0 E.C.-DETAIL 28(T) . STA. 83+36.83. C.L. 13.001:7. 21 END a SOLID UNE/BEGIN DETAIL 9 0 STA. 85+44.00, C.L. 25.0OLT. CONSTRUCTION NOTES: CONSTRUCTION NOTES: (CONT) O1CONSTRUCT TYPE "B" CURB do GUTTER PER C.O.B. STD. ST -1. 2 CONSTRUCT TEMPORARY SUMP FENCE AND 12' WIDE "M" GATE PER C.O.B. STD. D-12. OACCESS 2 CONSTRUCT TYPE MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST --18. �3 EXISTING POWER -POLE AND DOWN GUY TO BE RELOCATED BY OTHERS. CONSTRUCT HANDICAP .RAMP PER DETAIL "1" ON SHEET 9. (4 NEW PAVEMENT MARKERS -SEE LEGEND. OPAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS 2' A.C. SWALE PER DETAIL "8" ON SHEET 10 TO STANDARD SPECIFICATION ON SECTION 84, 2010 ED. 15CONSTRUCT ALLOW -FOR MING AVENUE RUNOFF. �a CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. 5 SIDEWALK SPECIFICATIONS ON STD. DETAIL ST -3. a INSTALL TYPE III BARRICADE PER CAL TRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM 1. MING AVENUE AND ALLEN ROAD - CC FLOILINE TO FLOWUNE. PAVEMENT TO"BE 0.45' TYPE "A" A.C. OVER OFURNISH AND INSTALL CONDUIT FOR FUTURE SIGNAL PER C.O.B. STD. 0.50' CL 11 AGGREGATE BASE OVER 1.65' COMPACTED O.G., MIN. R DETAIL T-33 AND T-34 VALUE=59; TO BE. COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. ® 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 O SAWCUT EXISTING E.P. V BACK OR AS DIRECTED BY CITY ENGINEER. RANGING FROM 4.0' TO 5.0' AS NOTED IN PLANS AND PROFILES. 3, PRIOR TO PAVING. THE DESIGN ENGINEER FOR THE 1 PROJECT SHALL VERIFY THAT EXISTING STRIPING AND MARKING CONDITIONS (REMAIN THE SAME AS OFURNISH 1 AND INSTALL THE FOLLOWING SCHEDULE 40 PVC SHOW IN THE APPROVED PIANS. SHOULD CONDITIONS CHANGE, A REVISED SLEEVES CONFIGURATION FOR LANDSCAPING PURPOSES: STRIPING PLAN SHAM BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS C7 (4)-6" FOR TURF AND (1)-3- FOR TREES. PRIOR TO PAVING. DRIVEWAY PER C.O.B. STD. DETAIL ST -2 WITH OCONSTRUCT 11 12' WIDE ACCESS GATE PER C.O.B. STD. 0-12. > > DIGT Call: TOLL FREE 1-800-227-2600 AT LEAST TM DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C) 0 M M I- M � a U O � Z I� I W C -) M 3 00 W (I «i N (A v w Y Q 00 ul to \ 40Go z � o m m B U N_ d � 2, _> U ` . ' t - Z x Nil CID 4 CL z �a r-' a c.� CC Z z CO LU C7 W C)w W > > CL 0 � Z -F� H cn W Cz H rn CID J `d J N N d N V N ^ M N J N J M \ \ a -F o +tt \ 4 �` �qWD tr/1 CSD N M ei N N c> W 0 VEST. TENT. 7255Z 21 20 to 1 S t t t \V N " C) ci CU U J .4 UNIT I M as 00 d p z n N 1 CO 1 8 1 ai1 � J � v� � W + i z+ + L' c�+ r W to f- 0 z A Q 16 a ti r r r r 2 z F� LINE TABLE I MING AVENUE J ry 4 M r 1 a+` OO �N 17 16 La 15 N a C _ r r TRACT BOUNDARY ai F� z \ t 14 DETAIL 39 4 14 1� 4 Q \ \ \ \ TRACT BOUNDARY t — — — — — REMOVE EXIST. GORE,_____ - WIDE..CONTINU --- \ \ \ EXIST CONC MEDIAN TO REMAIN {TYPICAL}- r — 4MiiTE CROSSWALK __- 5+00 \ ___----_-._. �,__.. _. _.._.__.__ __..____.._ ... ___ •-_ _ `' , DETAIL 38A 58+001 59+00 Nii442"E 742,01}' 60+00 EXIST. DETAIL 38 TO REMAIN EXIST- DETAIL 9 TO REMAIN EXIST. SOLID UNE TO REMAIN--" �-- DETAIL TO REMAIN EXIST. DETAIL 38 TO REMAIN 00 00 J 0: SOUTH ALLEN ROADX cj XQ� STRIPING PLAN) WM . STA. 56+00.00, C.L. TO STA. 65+00.00 C.L. o n SCALE: 1 = 50 W + w + i� Wim ix a 05 mrWm f!! cn LINE TABLE I MING AVENUE � d M � � � � U N (SECONDARY ACCESS ROAD J J TRACT BOUNDARY ai 14 ;5 ` 13 N _w 8 o f, T Q N)WU) Q f` + I I JJ z \ t 14 DETAIL 39 4 14 1� 4 Q \ \ \ \ TRACT BOUNDARY t — — — — — REMOVE EXIST. GORE,_____ - WIDE..CONTINU --- \ \ \ EXIST CONC MEDIAN TO REMAIN {TYPICAL}- r — 4MiiTE CROSSWALK __- 5+00 \ ___----_-._. �,__.. _. _.._.__.__ __..____.._ ... ___ •-_ _ `' , DETAIL 38A 58+001 59+00 Nii442"E 742,01}' 60+00 EXIST. DETAIL 38 TO REMAIN EXIST- DETAIL 9 TO REMAIN EXIST. SOLID UNE TO REMAIN--" �-- DETAIL TO REMAIN EXIST. DETAIL 38 TO REMAIN 00 00 J 0: SOUTH ALLEN ROADX cj XQ� STRIPING PLAN) WM . STA. 56+00.00, C.L. TO STA. 65+00.00 C.L. o n SCALE: 1 = 50 W + w + i� Wim ix a 05 mrWm f!! cn MING AVENUE SEE SHEET 7 FOR STRIPING PLAN O� I � a W o I I O 0 co 742.00' ' . c> MING AVENUE SEE SHEET 7 FOR STRIPING PLAN JS- Ude BERRENDA TSA so �c4� WATER STORAGE d ttn FD. K.C.W.A. 3 1/2" BRASS X0-00 DISTRICT �M _.._......... . J J CAP MIO. LS "425$'"FtX2-"-N:W.-. "" COR. SEC. 11, 30/26 _ _ _ CONSTRUCT 6' CHAIN LINK .. ... `��' FENCE .W/' REDWOOD SLATS c0 as ALONG R GHT-OF WAYJ _...._... J -^ c + + m crnrrn SECTION UNE _..__ __-21'90.19'. 2 _ __-------------- ---- _ _ _ - ---____-- •S89'46 55 E- t' - 460.38 F1- _.. _ . _ _. _.. __....._ ._. r .. ....... ... .._ .._- ... _... _..._ s ._ -.-.._ .._ _, _......_ , .... _....._ . t+j cn cn INSTAR. 4 �- CHANNELIZERS PER I N o z BOUNDARY 3 50206 - = TORE CURB C.O.B. STANDARDS. o nI J `_. e o o dt GUTTER -__,..a.,,.--s ---- �M-------------- - - - ._ .. _ .. _ -.. ._ ..._ -------------------- -A- �oF---------------------------- r. - _ ._ ----_ - ,,. fns -� r FUTURE MEDIAN -- ---- - - � . -— '_ . - i S89'46'55'E 52+00 2190.98' — — — — — — -54+00 — — — — 55+00 $9'46' S" 4 9.4 — — �° - —�— PROJECT BOUNDARY } f 14 STA. 53+05.62, C.L. N00'13°05"E 2 I �! NIDE t�1BUC 35' WIDE CITY OF BAKERSFIELD = 50' EXIST. STRIPE RADIAL L4 I ACCESS EASEMENT LEVEE EASEMENT PER DOC. - . TO VMAIN I — — — — — — PER DOC. NO. NO. 0205174822 k � FUTU RB 0208107906 O.R. 0205264430 BOTH O.R. 4 - � W W�R L1 1 12 \ /• i ? \_.._._._AY _ - I P z /6 / N00'13'05"E TR5 C IC IC _.,. 4"E = O ' a R7-9 %/ O / O RADIA R7-9 R7-9 ® N89.46'55"W 1N89'46'55"W 5 ROPOSEO RIGHT-OF-WAY RADIAL RADIAL - 15 I EXIST. DET 9 I I I o `4 i — — TO REMAIN 4d m I I m J ad' T i o € ( z - f t. N - W ( i to f ` �mm M 0) Z Q M cn <No Co\ Q rP I I 0+>> Z� g 1 1 Q++ 10 11 WZ I I ZWWW Zin \ \ I M (AWT= W �� ~\ i UN�T \ EST. TENT. 7256 I I NI IN LINE TABLE I MING AVENUE DISTANCE 0 I SOO13'O5"W 20.00' CY co ffl r- I W N (SECONDARY ACCESS ROAD J J TRACT BOUNDARY ai STA. 53+05.62, C.L: TO STA. 56+00.00 C.L. I�TAII 39 STA 66+27.73 C.L 48.00 LT. BEGIN DETAIL 39 I I I ACCESS ROAD TO BE DEDICATED WITH FINAL MAP. 8 o f, M 00 J 4 512.50' 0 z f` + I I JJ 0 tN0 68.53' U U 78 31'35" W, N , , I o F - z nrn W V) U 1N , - EXIST. DETAIL 39 TO REMAIN RIGHT LANE DROP M+ N 1- woo fcy to N MING AVENUE SEE SHEET 7 FOR STRIPING PLAN O� I � a W o I I O 0 co 742.00' ' . c> MING AVENUE SEE SHEET 7 FOR STRIPING PLAN JS- Ude BERRENDA TSA so �c4� WATER STORAGE d ttn FD. K.C.W.A. 3 1/2" BRASS X0-00 DISTRICT �M _.._......... . J J CAP MIO. LS "425$'"FtX2-"-N:W.-. "" COR. SEC. 11, 30/26 _ _ _ CONSTRUCT 6' CHAIN LINK .. ... `��' FENCE .W/' REDWOOD SLATS c0 as ALONG R GHT-OF WAYJ _...._... J -^ c + + m crnrrn SECTION UNE _..__ __-21'90.19'. 2 _ __-------------- ---- _ _ _ - ---____-- •S89'46 55 E- t' - 460.38 F1- _.. _ . _ _. _.. __....._ ._. r .. ....... ... .._ .._- ... _... _..._ s ._ -.-.._ .._ _, _......_ , .... _....._ . t+j cn cn INSTAR. 4 �- CHANNELIZERS PER I N o z BOUNDARY 3 50206 - = TORE CURB C.O.B. STANDARDS. o nI J `_. e o o dt GUTTER -__,..a.,,.--s ---- �M-------------- - - - ._ .. _ .. _ -.. ._ ..._ -------------------- -A- �oF---------------------------- r. - _ ._ ----_ - ,,. fns -� r FUTURE MEDIAN -- ---- - - � . -— '_ . - i S89'46'55'E 52+00 2190.98' — — — — — — -54+00 — — — — 55+00 $9'46' S" 4 9.4 — — �° - —�— PROJECT BOUNDARY } f 14 STA. 53+05.62, C.L. N00'13°05"E 2 I �! NIDE t�1BUC 35' WIDE CITY OF BAKERSFIELD = 50' EXIST. STRIPE RADIAL L4 I ACCESS EASEMENT LEVEE EASEMENT PER DOC. - . TO VMAIN I — — — — — — PER DOC. NO. NO. 0205174822 k � FUTU RB 0208107906 O.R. 0205264430 BOTH O.R. 4 - � W W�R L1 1 12 \ /• i ? \_.._._._AY _ - I P z /6 / N00'13'05"E TR5 C IC IC _.,. 4"E = O ' a R7-9 %/ O / O RADIA R7-9 R7-9 ® N89.46'55"W 1N89'46'55"W 5 ROPOSEO RIGHT-OF-WAY RADIAL RADIAL - 15 I EXIST. DET 9 I I I o `4 i — — TO REMAIN 4d m I I m J ad' T i o € ( z - f t. N - W ( i to f ` �mm M 0) Z Q M cn <No Co\ Q rP I I 0+>> Z� g 1 1 Q++ 10 11 WZ I I ZWWW Zin \ \ I M (AWT= W �� ~\ i UN�T \ EST. TENT. 7256 I I NI IN LINE TABLE UNE MING AVENUE DISTANCE 0 I SOO13'O5"W 20.00' L2 N89'4655"W r- I ENO DETAIL 38/ END DETAIL 39/ (SECONDARY ACCESS ROAD L4 I I TRACT BOUNDARY 24.52' STA. 53+05.62, C.L: TO STA. 56+00.00 C.L. I�TAII 39 STA 66+27.73 C.L 48.00 LT. BEGIN DETAIL 39 I I I ACCESS ROAD TO BE DEDICATED WITH FINAL MAP. 8 9 SCALE: 1 = 50 a� 512.50' A 66+27.73 C.L. 5200 LT. STA. 67+4262 C L 46.00 LT. ALL I I 5 50.00' 68.53' 40.87' 78 31'35" W, N , , I 78.54' i I 8 DI � � O p. - EXIST. DETAIL 39 TO REMAIN RIGHT LANE DROP I ��JJ WW 77 H �C�'C��`Cyl'f�C�C�l\�1�i�'4�'h�Q���\� RC��i���C�\�\�'C�' C\�t�la'l��C\�C\"*C\�`C�lsi\'�\�t°C'!l�`l��C�\`�\a'��kC C\�'Cwt'q�-c)i�C\�"C\atll�'l�•i�C°l'�a��\'2C�'CTC'I�CC�C�\ai\�\'�i�°l�i��\�'C't�l�`t�'[�Rl\'�\aWata'c\��l°4�t���i�^l�'t�'i�V�a'G\�C�C\a4'C��4�C\�C�4`C�1\�'Cl�l��'4`�C\ac�C�°Q � i _ _ REMOVE EXISTING • LLJ Z► � - - - - - -- - PAVEMENT MARKING I I j ,r X67+00` 68+00 69�� - N0031 54 E :, „�% ,f _ ,,.,- 77.00'.._.... 76+00' y� �'%J'--%f '-'�' �7; ,,. - ('J","_______..._a ._.._� .'---•- jr.'__ ._..;-�r ,,r- � .�,.T—_" � I I I 14 _ Ifl EXIST, DETAIL 9 TO REMAIN - -- � II EXIST. CONC, MEDIAN TO REMAIN I I ICCcc cocoz 00Ic 4c 3- AczU. LINE TABLE UNE BEARING DISTANCE 20' WIDE TEMPORARY SOO13'O5"W 20.00' L2 N89'4655"W BEGIN DETAIL 11/ ENO DETAIL 38/ END DETAIL 39/ I I ALL-WEATHER SECONDARY L4 S89'46'55"E 9200' 24.52' STA, 64+80, C.L . - I�TAII 39 STA 66+27.73 C.L 48.00 LT. BEGIN DETAIL 39 END REMOVAL EXIST. DETAIL 276 END DETAIL 9 STA. 73+9271 C L 41.00 LT. STA. 75+6293 GL 17.97 LT.REMOVE I I ACCESS ROAD TO BE DEDICATED WITH FINAL MAP. 8 09'02'13" 4 512.50' A 66+27.73 C.L. 5200 LT. STA. 67+4262 C L 46.00 LT. ALL I I 5 50.00' 68.53' 40.87' 78 31'35" ,�4 ti PAVEMENT MARKINGS THAT T REPRESENT 78.54' i I - EXIST. DETAIL 39 TO REMAIN RIGHT LANE DROP I ��JJ WW 77 H �C�'C��`Cyl'f�C�C�l\�1�i�'4�'h�Q���\� RC��i���C�\�\�'C�' C\�t�la'l��C\�C\"*C\�`C�lsi\'�\�t°C'!l�`l��C�\`�\a'��kC C\�'Cwt'q�-c)i�C\�"C\atll�'l�•i�C°l'�a��\'2C�'CTC'I�CC�C�\ai\�\'�i�°l�i��\�'C't�l�`t�'[�Rl\'�\aWata'c\��l°4�t���i�^l�'t�'i�V�a'G\�C�C\a4'C��4�C\�C�4`C�1\�'Cl�l��'4`�C\ac�C�°Q � i _ _ REMOVE EXISTING • LLJ Z► � - - - - - -- - PAVEMENT MARKING I I j ,r X67+00` 68+00 69�� - N0031 54 E :, „�% ,f _ ,,.,- 77.00'.._.... 76+00' y� �'%J'--%f '-'�' �7; ,,. - ('J","_______..._a ._.._� .'---•- jr.'__ ._..;-�r ,,r- � .�,.T—_" � I I I 14 _ Ifl EXIST, DETAIL 9 TO REMAIN - -- � II EXIST. CONC, MEDIAN TO REMAIN I I ICCcc cocoz 00Ic 4c 3- AczU. LINE TABLE UNE BEARING DISTANCE L1 SOO13'O5"W 20.00' L2 N89'4655"W 9200' L3 S02'39'17"W 20.00' L4 S89'46'55"E 9200' ��JJ WW 77 H �C�'C��`Cyl'f�C�C�l\�1�i�'4�'h�Q���\� RC��i���C�\�\�'C�' C\�t�la'l��C\�C\"*C\�`C�lsi\'�\�t°C'!l�`l��C�\`�\a'��kC C\�'Cwt'q�-c)i�C\�"C\atll�'l�•i�C°l'�a��\'2C�'CTC'I�CC�C�\ai\�\'�i�°l�i��\�'C't�l�`t�'[�Rl\'�\aWata'c\��l°4�t���i�^l�'t�'i�V�a'G\�C�C\a4'C��4�C\�C�4`C�1\�'Cl�l��'4`�C\ac�C�°Q � i _ _ REMOVE EXISTING • LLJ Z► � - - - - - -- - PAVEMENT MARKING I I j ,r X67+00` 68+00 69�� - N0031 54 E :, „�% ,f _ ,,.,- 77.00'.._.... 76+00' y� �'%J'--%f '-'�' �7; ,,. - ('J","_______..._a ._.._� .'---•- jr.'__ ._..;-�r ,,r- � .�,.T—_" � I I I 14 _ Ifl EXIST, DETAIL 9 TO REMAIN - -- � II EXIST. CONC, MEDIAN TO REMAIN I I ICCcc cocoz 00Ic 4c 3- AczU. 13 0 1 ! M 0 R AD ___ ^11_ Ir I � SOONUTH ALLEN � STRIPING PLAN) i i�cm STA. 65+0.00, C.L. TO STA. 74+0.0.00 CL. SCALE: 1" = 50' j� L, LEGENDS (G� _ LEGEND: (CO_ Ni ABBREVIATI EM FURNISH dt INSTALL TRAFFIC SIGNS PER C.O.B. STD: T-19: EXISTING WATER LINE F.L. FLOWUNE POVC POINT ON VERTICAL CURVE - - ----- - ---- -- EXISTING TRAFFIC SIGNAL CONDUIT C.L. CENTERLINE BVC BEGIN VERTICAL CURVE --�- 'RI -1" - STOP "R4-1" - Dfl NOT PASS "W31EyCA)" -ENO EXISTING INTERCONNECT SPUCE BOX ELEV ELEVATION EVC END VERTICAL CURVE "R4 -7A - KEEP RIGHT "Mt75 - LANE ,ENDS MERGE LEFT BCR BEGIN. CURB RN PI POINT OF INTERSECTION "R9-1" - RIGHT LANE ENDS 'W3-3" - SIGNAL AHEAD __..__ .. EXISTING INTERCONNECT "R26(CA' - NO PARKING "W3-1' -STOP AHEAD ___--;;; �____..___.____..__._____�_ ECR END CURB -RETURN -PRC POINT .OF REVERSE CURVATURE CURVATU "R73-2(CA)' - LEFT AND 'W4-2' - PAVEMENT WIDTH TRANSITION FURNISH AND. INSTALL CATCH BASIN TYPE "A" BC BEGIN CURVE PCC' .POINT OF COMPOUND CURVATURE EC END CURVE TG TOP OF CURB' 'R81(CA)' - N ONLY 'WI4-2` - NO OUTLET PER C.O.B. STANDARD D-14 PNVC POINT OF INTERSECTION TP TORT PAVEMENT ANE "WI -7" - DOUBLE ARROW OF VERTICAL CURVE "R7-9" - NO PARKING/BIKE LANE -M-1" - RIGHT LANE ENDS � EXISTNNG SEWER MANHOLE EC FINISH CONCRETE "R6-19" - ONE WAY -RT `R5-1' - DO NOT ENTER F.O.C. FACE OF CU R/W RIGHT-OF-WAY ® EXISTING STORM GRAIN MAAIHOLE SECTION DESIGNATION: Q FURNISH at INSTALL SURVEY MONUMENT PER C,O.B, STD. ST -11 SECTKIN LET1ER Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT EXISTING SURVEY MONUMENT Art FURNISH &INSTALL IRRIGATION CONDUIT FURNISH & INSTALLMETRO STREET NAME SIGN PER C.O.B. STD. T-1. 2y Ic FURNISH & INSTALL INTERCONNECT CONDUIT SHEET 04M SECTION .IS SHOWN 19 FURNISH a INSIN1r. STREET :LI HT - 9500 LUMEN, STREET LIGHTS ARE TO ---_p_._...--- CISH AND INSTALL STORM DRAIN T�3 T�5 �s �NO � 1/2INSSZALL SPLICE BOX FOR INTERCONNECT BE "LED" AS SPECIFIED IN CA;B. SPECIAL PROVISIONS SECTION 86 -6 -DI PER CITY STANDARDS. TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE 1R6�i0. 6 SIZE SEE DETAIL ON SHEET 5 __. _ �.___.. _. _. __-- EXISTING STORM DRAIN LRNE 0 CURVE NICER FOR CURVE DESMP11ON EXISTING SEWER LINE O1 TAPER NUMBER FOR TAPER DESCRIPTION „____,_.-_ EXISTING GAS LINE ITEM OF iMORIc -SEE SCHEDULE -GONSTRUC-_n NOTES: f CONSTRUCTION NOTES: -(CONT) 0 CONSTRUCT 'TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1 CONSTRUCT TEMPORARY SUMP Fa CE AND 12' WIDE ACCESS GATE PER C.O.B. SIO: 0-12. QCONSTRUCT ,TYPE "M" MEDIAN. CURB WITH 10" REVEAL PER C.O.B. STD. ST -18. 13 EXISTING POWER POLE .AND DOWN, GUY TO BE RELOCATED BY OTHERS. CONSTRUCT HANDICAP RAMP' PER, DETAIL "I" ON SHEET 9. 1 ¢ NEW PAVEMENT MARKERS=SEE LEGEND. I PAIN 12" LIMIT UNE, USING' THERMOPLASTIC PAINT PER .CALTRANS 15 CONSTRUCT MING AVENUE RUNOFF. PER TAIL "B' ON SHEET 10 TO STANDARD SPECIFICATION "ON SECTION -84,4010 . ED. ALLOW QCONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. 5 SIDEWALK SPECIFICATIONS ON 'STD. DETAIL ST --3. NOTES: INSTALL TYPE 111' BARRICADE'PER CAL; TRANS STANDARD, PLAN A73C WITH 1. MING AVENUE AND ALLEN ROAD - W-31(CA) SIGN WITH OM4=-3' MARKER. BARRICADE IS TO 00 FROM FLOWUNE TO FLOWUNE. I' PAVEMENT TO BE 0.45'' TYPE 'A" A.C. OVER OFURNISH 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 DETAI T-33 AND T=34 VALUE=59, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® REMO EXISTING SIGN AND B1RlCAflE AND SALVAGE SAME IF POSSIBLE. 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. SAWCUIT 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 INSTAL. 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)-61" FOR TURF -AND (1')--3' FOE -TREES. PRIOR TO PAVING. CONSTRUCT DRIVEWAY PER C.O:B. STD. -OETAIL ST -2 WITH 11 12' 'WIDE ACCESS, GATE -PER X0.0.6: SM. 'Q-12. LEGEND: (CONT.), Ej STATION DESCRIPTION 0 EASEMENT LEGEND BIKE LANE MARKINGS PER PER CAL -TRANS STANDARDS J# CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 'STOP' MARKING PER CAL -TRANS STANDARDS AHM 'AHEAD" MARNONG PER CAL -TRANS STANDARDS CAL -TRANS TYPE N ARROW �✓ LEFT OR RIGHT AS APPLICABLE ALL TEMPORARY STRING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATER80URNE PAINT. ALL 07HER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDAR) SPECIFICATION ON SECTION 84, 2010 EDITION. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDAR) SPECFIOATION ON SECTION 84, 2010 EDITION. ..........ZI------ L ... --- ---- �' - - - -�- -1 - _ -____ - ---._ wFn > I I � I I I i � i I I I � I I I I I � I Q Lij I I r I I Q I >_ I I 8N 9 46'55" - ( I 89 46'55"W RADIAL I - RADIAL ' I RADIAL 9�t?=W- �i Q J RADIAL i 4 0 L3 RAD) - - _ .. '_ _::-�_..._ _ Q fn N > amino ----- E MEDIAN - - --._ _ >- Q r a v --51141'30"W •-.•-__..,._ � f� Q � RADIAL �R D A��9� � I "` '• ��IY& W LLr - L.I'i/U� II �I CURVE TABLE CURVE RADIUS LENGTH TANGENT 'DELTA 1 30.00' 47.12' 30.00' 90100'00" 2 30.00' 41.12' 24.52' 7831'35" 3 492.50' 77.68' 38.92' 09'02'13" 4 512.50' 80.83' 40.50' 09'02'13" 5 50.00' 68.53' 40.87' 78 31'35" 6 50.00' 78.54' 50.00' 90100'00" 13 0 1 ! M 0 R AD ___ ^11_ Ir I � SOONUTH ALLEN � STRIPING PLAN) i i�cm STA. 65+0.00, C.L. TO STA. 74+0.0.00 CL. SCALE: 1" = 50' j� L, LEGENDS (G� _ LEGEND: (CO_ Ni ABBREVIATI EM FURNISH dt INSTALL TRAFFIC SIGNS PER C.O.B. STD: T-19: EXISTING WATER LINE F.L. FLOWUNE POVC POINT ON VERTICAL CURVE - - ----- - ---- -- EXISTING TRAFFIC SIGNAL CONDUIT C.L. CENTERLINE BVC BEGIN VERTICAL CURVE --�- 'RI -1" - STOP "R4-1" - Dfl NOT PASS "W31EyCA)" -ENO EXISTING INTERCONNECT SPUCE BOX ELEV ELEVATION EVC END VERTICAL CURVE "R4 -7A - KEEP RIGHT "Mt75 - LANE ,ENDS MERGE LEFT BCR BEGIN. CURB RN PI POINT OF INTERSECTION "R9-1" - RIGHT LANE ENDS 'W3-3" - SIGNAL AHEAD __..__ .. EXISTING INTERCONNECT "R26(CA' - NO PARKING "W3-1' -STOP AHEAD ___--;;; �____..___.____..__._____�_ ECR END CURB -RETURN -PRC POINT .OF REVERSE CURVATURE CURVATU "R73-2(CA)' - LEFT AND 'W4-2' - PAVEMENT WIDTH TRANSITION FURNISH AND. INSTALL CATCH BASIN TYPE "A" BC BEGIN CURVE PCC' .POINT OF COMPOUND CURVATURE EC END CURVE TG TOP OF CURB' 'R81(CA)' - N ONLY 'WI4-2` - NO OUTLET PER C.O.B. STANDARD D-14 PNVC POINT OF INTERSECTION TP TORT PAVEMENT ANE "WI -7" - DOUBLE ARROW OF VERTICAL CURVE "R7-9" - NO PARKING/BIKE LANE -M-1" - RIGHT LANE ENDS � EXISTNNG SEWER MANHOLE EC FINISH CONCRETE "R6-19" - ONE WAY -RT `R5-1' - DO NOT ENTER F.O.C. FACE OF CU R/W RIGHT-OF-WAY ® EXISTING STORM GRAIN MAAIHOLE SECTION DESIGNATION: Q FURNISH at INSTALL SURVEY MONUMENT PER C,O.B, STD. ST -11 SECTKIN LET1ER Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT EXISTING SURVEY MONUMENT Art FURNISH &INSTALL IRRIGATION CONDUIT FURNISH & INSTALLMETRO STREET NAME SIGN PER C.O.B. STD. T-1. 2y Ic FURNISH & INSTALL INTERCONNECT CONDUIT SHEET 04M SECTION .IS SHOWN 19 FURNISH a INSIN1r. STREET :LI HT - 9500 LUMEN, STREET LIGHTS ARE TO ---_p_._...--- CISH AND INSTALL STORM DRAIN T�3 T�5 �s �NO � 1/2INSSZALL SPLICE BOX FOR INTERCONNECT BE "LED" AS SPECIFIED IN CA;B. SPECIAL PROVISIONS SECTION 86 -6 -DI PER CITY STANDARDS. TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE 1R6�i0. 6 SIZE SEE DETAIL ON SHEET 5 __. _ �.___.. _. _. __-- EXISTING STORM DRAIN LRNE 0 CURVE NICER FOR CURVE DESMP11ON EXISTING SEWER LINE O1 TAPER NUMBER FOR TAPER DESCRIPTION „____,_.-_ EXISTING GAS LINE ITEM OF iMORIc -SEE SCHEDULE -GONSTRUC-_n NOTES: f CONSTRUCTION NOTES: -(CONT) 0 CONSTRUCT 'TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1 CONSTRUCT TEMPORARY SUMP Fa CE AND 12' WIDE ACCESS GATE PER C.O.B. SIO: 0-12. QCONSTRUCT ,TYPE "M" MEDIAN. CURB WITH 10" REVEAL PER C.O.B. STD. ST -18. 13 EXISTING POWER POLE .AND DOWN, GUY TO BE RELOCATED BY OTHERS. CONSTRUCT HANDICAP RAMP' PER, DETAIL "I" ON SHEET 9. 1 ¢ NEW PAVEMENT MARKERS=SEE LEGEND. I PAIN 12" LIMIT UNE, USING' THERMOPLASTIC PAINT PER .CALTRANS 15 CONSTRUCT MING AVENUE RUNOFF. PER TAIL "B' ON SHEET 10 TO STANDARD SPECIFICATION "ON SECTION -84,4010 . ED. ALLOW QCONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. 5 SIDEWALK SPECIFICATIONS ON 'STD. DETAIL ST --3. NOTES: INSTALL TYPE 111' BARRICADE'PER CAL; TRANS STANDARD, PLAN A73C WITH 1. MING AVENUE AND ALLEN ROAD - W-31(CA) SIGN WITH OM4=-3' MARKER. BARRICADE IS TO 00 FROM FLOWUNE TO FLOWUNE. I' PAVEMENT TO BE 0.45'' TYPE 'A" A.C. OVER OFURNISH 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 DETAI T-33 AND T=34 VALUE=59, TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® REMO EXISTING SIGN AND B1RlCAflE AND SALVAGE SAME IF POSSIBLE. 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. SAWCUIT 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 INSTAL. 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)-61" FOR TURF -AND (1')--3' FOE -TREES. PRIOR TO PAVING. CONSTRUCT DRIVEWAY PER C.O:B. STD. -OETAIL ST -2 WITH 11 12' 'WIDE ACCESS, GATE -PER X0.0.6: SM. 'Q-12. LEGEND: (CONT.), Ej STATION DESCRIPTION 0 EASEMENT LEGEND BIKE LANE MARKINGS PER PER CAL -TRANS STANDARDS J# CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 'STOP' MARKING PER CAL -TRANS STANDARDS AHM 'AHEAD" MARNONG PER CAL -TRANS STANDARDS CAL -TRANS TYPE N ARROW �✓ LEFT OR RIGHT AS APPLICABLE ALL TEMPORARY STRING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATER80URNE PAINT. ALL 07HER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDAR) SPECIFICATION ON SECTION 84, 2010 EDITION. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDAR) SPECFIOATION ON SECTION 84, 2010 EDITION. ..........ZI------ L ... --- ---- �' - - - -�- -1 - _ -____ - ---._ wFn > I I � I I I i � i I I I � I I I I I � I Q Lij I I r I I Q I >_ I I 8N 9 46'55" - ( I 89 46'55"W RADIAL I - RADIAL ' I RADIAL 9�t?=W- �i Q J RADIAL i 4 0 L3 RAD) - - _ .. '_ _::-�_..._ _ Q fn N > amino ----- E MEDIAN - - --._ _ >- Q r a v --51141'30"W •-.•-__..,._ � f� Q � RADIAL �R D A��9� � I "` '• ��IY& W LLr - L.I'i/U� II �I - L.I'i/U� II �I EXIST. GROUND __ EXIST. GROUND , EXIST 366,. 362 358 356 354 352 350 346 342 340 R/W CL MING AVE. 55' 55'-66' R/W 25' 4.8' 48-59' I2.5' 4 5' 41' 7' 7' 41'-52' 7' 1 BLOCK WALL. I PER APPROVED i WALL AND I i LANSCAPE PLANS i IMPROVEMENTS t r7. _. � ' -� : �.. _�� _�� ��� -.�_ � u.:� _-= �n. �:: � :� :�": ��: � .`� _` -"� v�-JP��1y - .•�_. ,z 2% MIN•'` 2% PROPOSED TOP OF MEDIAN CURB 0.45 A.C. PAWN EXISTING LEVEE EXIST � -- - - 0.50' Cl 11 MGG. BASE PROPOSED 10' GROUNDCURB & GUTTER MEANDERING a SECTION A R VALUE: 59 1.65' COMPACTED O.G. TO MULTI-PURPOSE TRAIL • 95% MAX. RELATIVE DENSITY. NTS 11: 9.0 * 2.0% MIN: - 3.4% MAX. MING- AVENUE (STA. 53+05.62 C.L. TO STA. 70+00.09 C.L.) R/W MING AVE. 55' - 57' 55' - 71' R/W 25' VARIES VARIES 48' - 54' 48' - 64' 7' 1 BLOCK WALL I VARIES VARIES TEMPORARY VARIES PER APPROVED- A.C. PPROVED- ANS PAPER CLTRASCAPPLNS DETAIL RSPA878 TYPE F EP VARIES 1 I FUTURE 2.0'2.0' SEE PLAN VIEW i _ _.,...._. _._ IMPROVEMENTS 2% MIN.* 2% \\fi*\fi 7;-7;--V --TOP OF ------ _--_.---- -f-_ EXISTING LEVEE 0.45. A.C. PAVING 10 INSTALL 2' A.C. SWALE PER DETAIL 0.50' CL If AGG. BASE MEANDERING EXIST "B" ON SHEET 10 TO ALLOWPROPOSED MUL7I-PURPOSE TRAIL GROUND FOR MING AVENUE RUNOFF SECTION B R VALUE: 59 i.O' COMPACTED O.G. TO CURB & GUTTER (SEE SHEET 10) 9 NTS T1: 9.0 95% MAX. RELATIVE DENSITY. * 2.0% MIN. - 3.4% MAX. MING AVENUE (STA. 70+00.09 C.L. TO STA. 81+48.90 C.L) R/W 57' (I MING AVE. 70, R/W 25' 1 3' 54' I t _ TEMPORARY A.C. DIKE PER CALTRANS DETAIL 1 RSP A878 TYPE F VANES FUTURE 2.0'2.0' IMPROVEMENTS 2% MIN* i T EXISTING LEVEE ------^---- INSTALL 2' A.C. SWALE PER DETAIL_ _ EXIST - "B" ON SHEET 10 TO ALLOW GROUND FOR MING AVENUE RUNOFF C SECTION C R VA1,JE: 59 (SEE SHEET 10) 9 NTS - MING AVENUE (STA. 81+48.90 TO STA. 83+25.36 _C,I_�' S. ALLEN ROAD 25' 1 R� 6'-7' 48'-55' t2e 16'-23' T-13' I 7'-11' MIN. 8' WALL I EXISTING EDGE I Z i OF PAVEMENT OF STING EDGE PAVEMENT I „ -•SAWCUT UNE I i � a I"" i I 29'_ 2%* o ^_ 2% MIN �-- - - -- -- EXIST. PAVING 10' \; ' \� \ /. \ Xx. EXISTING MEDIAN CURB MEANDERING \ \ MULTI-PURPOSE TRAIL \ `''��� "%' ''` ' !\`f" ` ` EXISTING PAVEMENT 0.45' A.C. PAVING* MATCH EXISTING STREET GRADE PROPOSED 0.50' CLASS II AGG. BASE �d 2% MIN. - 3.4% MAX. CURB AND GUTTER 1.65' COMPACTED O.G. TO 95% (RELATIVE DENSITY. SECTION D 9 NTS ALLEN ROAD (STA. 54+16.84 TO STA. 64+36.19 CL) 366 368 368 I , `• � s f ! i 1 ? i , NG A } � ___�364 366NUE ;�. 366 = i l //FINI�SHED_$UR�ACE { � � - s � � jMiNG AVENUE �}7 i 362 3641. _ _ . _ - s- w7N,N A 364 360 3623 36Z I I 1$T. i kli 4_ r Ir►1 s- T w� _ ' ._._-._.. _ 358 360'�� r 1 s. -CMP 3. ,- I f r_..� F ;* _ i i i EXIS. 1 i G -2•f SLOPE INtii 18TL N 1 DR _ ' ` _ _ E i = �►.. _ __. 356 358; i I \ i � ; GRAN � '. � 3 _ 1 � •� � •�+-- - L � �-j 1 i aril ._ 356 : _; I ,.._'• ...� -- -- 356 i LA 0 0 tV i m 0 6 N ti O t0 ' �p 1 ,�, a q t �r._ _ j 352 354 -_ _ _ _ - ' �- - ; _ ` �' _ 354 w d Ft > ,°�`5•- 0 ° vrs.► N Q r�i> �•'- ; i FUTURE NV. 18' ; NVa 18" #ate �+-�!?J+n ( H j' ? Z z" . `i ,z ! _ ? W INV. 18".DRAIN DRAINj DRAM .° o� 352:--._ - t>: 3$2 } Z .iJ 4. �. i ..ice .3�0 H i N-- '� Qlyl-�� V VOf s U>» Z C7W-1 I �� i `' } T N �dN i W'- } I . stn Y 1 LL W' W j .9 -3 0 Q V li W d 0c I i i �� �e c4Zcc iw >M Q +� �z z •c '.i o is M <n; �; s c�i z3 in W $�n �,, �,. a ri _._. 348 350 _ __ .__.. ,�, Q °�' c ,n& OT > a +R. w o=ff i i>: riaorM ...m �.y� .-j w ao; w 1-5 °^° --- aoeaieoio m 1 (A (, �LYUM .`� r i2 Z (/� +W G. J O �'.1 J ip _j . �.-.o •- t u_ �H 1nKUJ7- -c i O+AAA U� <�z �J ? aV Z c.S>Wd: j C :.U� U ! Z; li W "s w. W �h ��tJ F W �- W i „ >: awW 2 z ? >y>> ( 0 > _ z_m_ _T �_ tea____ ____..,_..__-i 346 346 _..E z... c - 348 4 aw +[> 0 �"' w U Q�d.w!D �� t ( �- v�Y w i N 0 s a� ! m� Qa o w V) -Z ,goo � � ' N cE-ir d f Owo.;Z r--� w o co mw b-' y 0 ( V1Z003W t/1- i i R ^r �. 1y � � ? ui j �ANNtA F-� N� i�. 346' __ , + m � " l��j' U 4 ___.,.,...,,.._.-_..,..._.........�M.-...,_.... __.._.._._..__ __•__-__ � ._� _ __.�______.-__.: .344 �,.�- __�,_-- _ � - # �'�r, t- --} � ; ��� __,-_._- • _' 346 ` >i 40 maw s ,e »»� ' ZZ �> ? INSTALL 110.42 LF , • o w v o w d W j W t �` ' 1$w _IZ{a_J-�{ ®Q. __._._ 342 .344 f---- _-i._- W � t�t� (h Z O e5 ? N t/f W in cn W W W W ? U L) W _ .�'*T GJ. -RCP ® r1.16% i NST ►U 35.75 IF - ` � ; I i 18'1 RGJ-RCP O -1.1,6i% ' k } _.___...-----.---_.-- FUTURE 39.62' LF OF 342 INSTALL 96' LF OF NSTALL 72.66 LF OF 18" RGJ-RCP ®=0.11 % 18' RGJ-RCP O -0.11% 18" RGJ-RCP O 1.11 X SECTION E F SECTION F SCALE: 1" = 50' HORIZONTAL 9 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL R/W Ok MING AVE. 55' 55' R/W 25' 48' 48, 2.5' 4.5' 41' 7' 7' 41' 7• j BLOCK WALL T�3o I `a �APPROVED � ���� tr�t� �G PER WALL AND "�y 68 E� �6�`' I y� 6y LANSCAPE PLANS lF�F 36�"_._ -� -- - - 5�ti o4 V = 2.519 _ � � = 36350 ------ 2X MIN* 311 j 2% EXIST.L- - -- `/ GROUND ___- TOP OF-,) NOTE: PAVEMENT SECTION FROM STA 53+05.62 �� EXISTING LEVEE PROPOSED 0C. TO STA 65+93.36 TO BE EXIST MEDIAN CURB .45' A.PAVIN 0.25' AC WITH 0.20' FUTURE UFT, GROUND 0.50' CL a MGG. BASE PROPOSED 10' OVER 0.50 q. II AGG BASE, CURB & GUTTER MEANDERING OVER 1.65' COMPACTED O.G. TO 95% MAX 1.65' COMPACTED O.G. TO MULTI-PURPOSE TRAIL RELATIVE DENSITY. 95% MAX. RELATIVE DENSITY. FUTURE UFT WILL BE ADDED WHEN MING * 2.O% MIN. - 3.47o MAX. AVENUE CONNECTS TO FUTURE ACCESS AND BOLLARDS ARE REMOVED... MING AVENUE FUTURE SECTION 1N US R VALUE: 59 n: 9.0 MING AVENUE (ULTIMATE DESIGN) (STA. 53+13.41 C.L.) R/W 55, CL MING AVE. 55' R/W 25' 48'-1 48` I 12.5; 4.5' 53 I BLOCK WALL - EXIST. _GROUND_ .rte, J - 2 41' 7' I PER APPROVED WALL AND G LANSCAPE PLANS J 2p �� •�� `36¢s8 T ����� P G I 2.34% ------------ ��_----------------- `'� 29b 1M+N* ��Z• 2% 71 /\f\X L IOP-�. _ _ - - - - - - -- - -� --•--� - - - - _ .� /i // fj �/\ff\�j\/f\\%\ \//% /f%\ \�i f��///`ff% �/�i'%/\��i`%% f EXISTING LEVEEj\j\\j MEDIAN CURB 0.45' AC. 10' PAWN EXIST GROUND 0.50' CL II AGG. BASE PROPOSED CURB & GUTTER MEANDERING R VALUE: 59 1.65' COMPACTED O.G. TO MULTI-PURPOSE TRAIL TI: 9.0 95X MAX RELATIVE DENSITY. * 2.0% MIN. - 3.4% MAX. MING AVENUE FUTURE SECTION 2 R VALUE: 59 TI: 9.0 MING AVENUE (ULTIMATE DESIGN) (STA. 67+23.36 C.L.) -t4A) 2% (� 4 AX �) SIDEWALK •1NOTES APPROXIMATELY 3/4" SEE K 0 AND 11 1/4" NOTE 7 `r _ --1 r'-1/4" - FRONTEDGE OF Y + a SIDEWALK GROOVING DETAIL 4x 00 10X MAX °O 10X MAX AT GXNRB AT CURB 0.18'-0.22" 0.45"-0.47" TOP A DIA. 0.90"-0.92" MINMBASE DIA. IN CASE A O NOTES: RAISED TRUNCATED DOME 1. AS SITE CONDITIONS DICTATE. CASE A THROUGH CASE G CURB RAMPS MAY . 2 3" TO 2 4" BE USED FOR CORNER NSTAU.ATIONS SIMILAR TO THOSE SHOWN IN DETAIL B. THE CASE OF CURB RAMPS USED N CENTER 2DETAIL A DO NOT HAVE TO CENTER MITER BE THE SAME. CASE A DVMGH CASE G CURB RAMPS ALSO MAY BE USED AT MD BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE, O O 2. IF DISTANCE FROM CURB TO BAOIK OF SIDEWALK IS T00 SHORT TO 0.65" CENTER ACCOMMODATE RAMP AND 4'-0' PLATFORM (LANDING) AS SHOWN IN CASE A, TO CENTER LA THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR SPAgNG Q OQ MAY BE WIDENED AS IN CASE D. O 0 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 IiIN-UNE) 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 AOWHIM WIDTH OF THE RAMP SHALL BE 4'-0'. 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT GLITTER CURB TO COWORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF FLOWUNE TOP OF RAMP --,4'-d• MIN THE RAMP. EXCEPT IN CASE C AND CASE F. ROUNDED 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1'-0" .WIDE 22 MA BORDER WITH 1/4' GROOVES APPROXIMATELY 3/4" GSI CENTER. SEE 8.33% MAX GROOVING DETAIL SEE NOTE 9 SECTION A --A 8. TRANSITIONS FROM RAMPS AND LANDING TO WAIJKS, GLITTERS 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 4'-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 N THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6' FROM THE FITTER FLOWUNE. 12. SIDEWALK AND RAMP THICKNESS, "Y, SHALL BE 3.5" MINIMUM. 13. U11UTY PIAL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FAgUTIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR T0, OR N 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 PAWS. 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" fT_SEPARATION BETWEEN OPENINGS WITH 1/2" DIAMETER BARS NOT MORE THAN 2" O.C. APPLY GROUT CMP 18" RGJ-RCP DRAIN UNE APPLY GROUT CMP RISER OUTLET - DETAIL "2" SCALE: NONE DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA M M 1- rn BLOCK WALL '- ER APPROVED - O Z WALL AND coo SCAPE PLANS 1 2% MIN; 2% z co z I Z """1 0.45' A.C. PAYING 10' 0.50' CL 11 AGG. BASE MEANDERING PROPOSED 1.65' COMPACTED O.G. TO CURS & GUTTER MULTI-PURPOSE TRAIL 95% MAX. RELATIVE DENSITY. c * 2.OX MIN. - 3.4X MAX S. ALLEN ROAD 25' 1 R� 6'-7' 48'-55' t2e 16'-23' T-13' I 7'-11' MIN. 8' WALL I EXISTING EDGE I Z i OF PAVEMENT OF STING EDGE PAVEMENT I „ -•SAWCUT UNE I i � a I"" i I 29'_ 2%* o ^_ 2% MIN �-- - - -- -- EXIST. PAVING 10' \; ' \� \ /. \ Xx. EXISTING MEDIAN CURB MEANDERING \ \ MULTI-PURPOSE TRAIL \ `''��� "%' ''` ' !\`f" ` ` EXISTING PAVEMENT 0.45' A.C. PAVING* MATCH EXISTING STREET GRADE PROPOSED 0.50' CLASS II AGG. BASE �d 2% MIN. - 3.4% MAX. CURB AND GUTTER 1.65' COMPACTED O.G. TO 95% (RELATIVE DENSITY. SECTION D 9 NTS ALLEN ROAD (STA. 54+16.84 TO STA. 64+36.19 CL) 366 368 368 I , `• � s f ! i 1 ? i , NG A } � ___�364 366NUE ;�. 366 = i l //FINI�SHED_$UR�ACE { � � - s � � jMiNG AVENUE �}7 i 362 3641. _ _ . _ - s- w7N,N A 364 360 3623 36Z I I 1$T. i kli 4_ r Ir►1 s- T w� _ ' ._._-._.. _ 358 360'�� r 1 s. -CMP 3. ,- I f r_..� F ;* _ i i i EXIS. 1 i G -2•f SLOPE INtii 18TL N 1 DR _ ' ` _ _ E i = �►.. _ __. 356 358; i I \ i � ; GRAN � '. � 3 _ 1 � •� � •�+-- - L � �-j 1 i aril ._ 356 : _; I ,.._'• ...� -- -- 356 i LA 0 0 tV i m 0 6 N ti O t0 ' �p 1 ,�, a q t �r._ _ j 352 354 -_ _ _ _ - ' �- - ; _ ` �' _ 354 w d Ft > ,°�`5•- 0 ° vrs.► N Q r�i> �•'- ; i FUTURE NV. 18' ; NVa 18" #ate �+-�!?J+n ( H j' ? Z z" . `i ,z ! _ ? W INV. 18".DRAIN DRAINj DRAM .° o� 352:--._ - t>: 3$2 } Z .iJ 4. �. i ..ice .3�0 H i N-- '� Qlyl-�� V VOf s U>» Z C7W-1 I �� i `' } T N �dN i W'- } I . stn Y 1 LL W' W j .9 -3 0 Q V li W d 0c I i i �� �e c4Zcc iw >M Q +� �z z •c '.i o is M <n; �; s c�i z3 in W $�n �,, �,. a ri _._. 348 350 _ __ .__.. ,�, Q °�' c ,n& OT > a +R. w o=ff i i>: riaorM ...m �.y� .-j w ao; w 1-5 °^° --- aoeaieoio m 1 (A (, �LYUM .`� r i2 Z (/� +W G. J O �'.1 J ip _j . �.-.o •- t u_ �H 1nKUJ7- -c i O+AAA U� <�z �J ? aV Z c.S>Wd: j C :.U� U ! Z; li W "s w. W �h ��tJ F W �- W i „ >: awW 2 z ? >y>> ( 0 > _ z_m_ _T �_ tea____ ____..,_..__-i 346 346 _..E z... c - 348 4 aw +[> 0 �"' w U Q�d.w!D �� t ( �- v�Y w i N 0 s a� ! m� Qa o w V) -Z ,goo � � ' N cE-ir d f Owo.;Z r--� w o co mw b-' y 0 ( V1Z003W t/1- i i R ^r �. 1y � � ? ui j �ANNtA F-� N� i�. 346' __ , + m � " l��j' U 4 ___.,.,...,,.._.-_..,..._.........�M.-...,_.... __.._.._._..__ __•__-__ � ._� _ __.�______.-__.: .344 �,.�- __�,_-- _ � - # �'�r, t- --} � ; ��� __,-_._- • _' 346 ` >i 40 maw s ,e »»� ' ZZ �> ? INSTALL 110.42 LF , • o w v o w d W j W t �` ' 1$w _IZ{a_J-�{ ®Q. __._._ 342 .344 f---- _-i._- W � t�t� (h Z O e5 ? N t/f W in cn W W W W ? U L) W _ .�'*T GJ. -RCP ® r1.16% i NST ►U 35.75 IF - ` � ; I i 18'1 RGJ-RCP O -1.1,6i% ' k } _.___...-----.---_.-- FUTURE 39.62' LF OF 342 INSTALL 96' LF OF NSTALL 72.66 LF OF 18" RGJ-RCP ®=0.11 % 18' RGJ-RCP O -0.11% 18" RGJ-RCP O 1.11 X SECTION E F SECTION F SCALE: 1" = 50' HORIZONTAL 9 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL R/W Ok MING AVE. 55' 55' R/W 25' 48' 48, 2.5' 4.5' 41' 7' 7' 41' 7• j BLOCK WALL T�3o I `a �APPROVED � ���� tr�t� �G PER WALL AND "�y 68 E� �6�`' I y� 6y LANSCAPE PLANS lF�F 36�"_._ -� -- - - 5�ti o4 V = 2.519 _ � � = 36350 ------ 2X MIN* 311 j 2% EXIST.L- - -- `/ GROUND ___- TOP OF-,) NOTE: PAVEMENT SECTION FROM STA 53+05.62 �� EXISTING LEVEE PROPOSED 0C. TO STA 65+93.36 TO BE EXIST MEDIAN CURB .45' A.PAVIN 0.25' AC WITH 0.20' FUTURE UFT, GROUND 0.50' CL a MGG. BASE PROPOSED 10' OVER 0.50 q. II AGG BASE, CURB & GUTTER MEANDERING OVER 1.65' COMPACTED O.G. TO 95% MAX 1.65' COMPACTED O.G. TO MULTI-PURPOSE TRAIL RELATIVE DENSITY. 95% MAX. RELATIVE DENSITY. FUTURE UFT WILL BE ADDED WHEN MING * 2.O% MIN. - 3.47o MAX. AVENUE CONNECTS TO FUTURE ACCESS AND BOLLARDS ARE REMOVED... MING AVENUE FUTURE SECTION 1N US R VALUE: 59 n: 9.0 MING AVENUE (ULTIMATE DESIGN) (STA. 53+13.41 C.L.) R/W 55, CL MING AVE. 55' R/W 25' 48'-1 48` I 12.5; 4.5' 53 I BLOCK WALL - EXIST. _GROUND_ .rte, J - 2 41' 7' I PER APPROVED WALL AND G LANSCAPE PLANS J 2p �� •�� `36¢s8 T ����� P G I 2.34% ------------ ��_----------------- `'� 29b 1M+N* ��Z• 2% 71 /\f\X L IOP-�. _ _ - - - - - - -- - -� --•--� - - - - _ .� /i // fj �/\ff\�j\/f\\%\ \//% /f%\ \�i f��///`ff% �/�i'%/\��i`%% f EXISTING LEVEEj\j\\j MEDIAN CURB 0.45' AC. 10' PAWN EXIST GROUND 0.50' CL II AGG. BASE PROPOSED CURB & GUTTER MEANDERING R VALUE: 59 1.65' COMPACTED O.G. TO MULTI-PURPOSE TRAIL TI: 9.0 95X MAX RELATIVE DENSITY. * 2.0% MIN. - 3.4% MAX. MING AVENUE FUTURE SECTION 2 R VALUE: 59 TI: 9.0 MING AVENUE (ULTIMATE DESIGN) (STA. 67+23.36 C.L.) -t4A) 2% (� 4 AX �) SIDEWALK •1NOTES APPROXIMATELY 3/4" SEE K 0 AND 11 1/4" NOTE 7 `r _ --1 r'-1/4" - FRONTEDGE OF Y + a SIDEWALK GROOVING DETAIL 4x 00 10X MAX °O 10X MAX AT GXNRB AT CURB 0.18'-0.22" 0.45"-0.47" TOP A DIA. 0.90"-0.92" MINMBASE DIA. IN CASE A O NOTES: RAISED TRUNCATED DOME 1. AS SITE CONDITIONS DICTATE. CASE A THROUGH CASE G CURB RAMPS MAY . 2 3" TO 2 4" BE USED FOR CORNER NSTAU.ATIONS SIMILAR TO THOSE SHOWN IN DETAIL B. THE CASE OF CURB RAMPS USED N CENTER 2DETAIL A DO NOT HAVE TO CENTER MITER BE THE SAME. CASE A DVMGH CASE G CURB RAMPS ALSO MAY BE USED AT MD BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE, O O 2. IF DISTANCE FROM CURB TO BAOIK OF SIDEWALK IS T00 SHORT TO 0.65" CENTER ACCOMMODATE RAMP AND 4'-0' PLATFORM (LANDING) AS SHOWN IN CASE A, TO CENTER LA THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR SPAgNG Q OQ MAY BE WIDENED AS IN CASE D. O 0 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 IiIN-UNE) 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 AOWHIM WIDTH OF THE RAMP SHALL BE 4'-0'. 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT GLITTER CURB TO COWORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF FLOWUNE TOP OF RAMP --,4'-d• MIN THE RAMP. EXCEPT IN CASE C AND CASE F. ROUNDED 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1'-0" .WIDE 22 MA BORDER WITH 1/4' GROOVES APPROXIMATELY 3/4" GSI CENTER. SEE 8.33% MAX GROOVING DETAIL SEE NOTE 9 SECTION A --A 8. TRANSITIONS FROM RAMPS AND LANDING TO WAIJKS, GLITTERS 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 4'-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 N THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6' FROM THE FITTER FLOWUNE. 12. SIDEWALK AND RAMP THICKNESS, "Y, SHALL BE 3.5" MINIMUM. 13. U11UTY PIAL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FAgUTIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR T0, OR N 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 PAWS. 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" fT_SEPARATION BETWEEN OPENINGS WITH 1/2" DIAMETER BARS NOT MORE THAN 2" O.C. APPLY GROUT CMP 18" RGJ-RCP DRAIN UNE APPLY GROUT CMP RISER OUTLET - DETAIL "2" SCALE: NONE DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA M M 1- rn • '- to o� O Z 00 coo 0D U d z co z I Z """1 W U 0000 3 w w c to v CV Y } � m 8 Q 0 � W M GCS VI �..� co M� Z O w > U Z !- 0 03 E W IL 0 • co U d CL co Z """1 0 0 GCS VI �..� co Z O Z !- 0 03 wW co 0 0 t� +� cr V cn Luco N rv` a E W IL 0 *TEMPORARY A.0 E.P. C- SWALE DIKE PER CALTRANS DETAIL RSP A878 TYPE F TOP OF SLOB VARIES 2.0%1.0' m 1. .0' 2.0' MIN. 2.0% EX. TOP OF 1 1 MIN. 1 1 Y A.C. PAVING LEVEE TOE OF SLOPE w ; ` . 6' St�g2ADE -- --_� "� _ _ > o _; - COMPACTED TO 90% `�i'Qi�F TEMPORARY - _________-__,_ _ _ ::r r o f m -` meq+ A.C. SWALE _ — — E rvr - ;- =i LINE TABLE LINE BEARING DISTANCE L1 N 89"46'55" W 86.12' L2 N 5250'15" W 7.44' L3 S 82'09'45" W 185.78' L4 S 82'38'01" W 258.67' L5 S 5715'18" W 29.06' a X. TOE OF LEVEE TOP OF SLOPE r' EXISTING GROUND TOP OF SLOPE •� _ �. __.-. TOE of sLOPEa.....K TEMPORARY B TEMPORARY A.C. SWALE EXISTING A.C. SWALE Ci -A ic,• i"- ' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 2007.70' 21.37' 10.68' 0'36'35' C2 1527.00' 116.03' 58.05' 4'21'14" t0 J y e - II ti > G6 Qf W to to N 0,? LL:i dh J J ...t •� U N z m to AQ �'.,........,.•..,.,,>„„.-.-.-,-..a..,«..........,._..,-..............,a........."^ 04 LL: LL: 8.9 J < ^ {f1 to— 05 r -- — m N N - �..�..�"""„rte __ ._.:- .�.._. -_ _........_... - _ . _ /-. _ Z 3 V tff H — — .. - _ -- �.- �� -- - 10�' r e$ os cS sin i'i m CJ'" ° LS j Sto a z aq- AJ inn —...... –. ... - w ..w _ - _ ti via ch W - ----- TOP---. -- _ �, n. _PROPOSED .. -- - - - - - - - ._... __ ___. _--. - - - - - - .. _ ._ -- - „ . TOE OF o, - SEE DETAIL A �>> "' `', Of SLOPE _ _. `� - - - - - - - - - - 82+00 83+00 W c i TOE _ 1 -- - 84+00 RIP RIP RAP 10'x10'xt' LEVEE *TEMPORARY - -- 81+00--- A.C. 1 +�- ---�'_ GRAVE 0504 _ _ _ _.. — _" L3.. . K£ � --.,.._-}--_ - _ - - - _ A.C. 01 +00 80+00 79+Oa Lt _- ----- - -- I 1 MING AVENUE _ (STA. 75+79.79 C.L. TO STA. 82+76.61 C.L.) ALLEN ROAD SCALE: 1" = 30' HORIZONTAL r 376 374 372 370 368 366 364 K*) 360 .358 M_ 374 . i * EDGE OF PAVEM T i 372 o 370 NOTE: 368 IL0 Q W . I M TEMPORARY HYDROLOGY-- A ALCULATIt7 SWALE CALCULATIONS- — 3 Id 7jV V71 _ • t0 J y e - II ti > G6 Qf W to to N 0,? LL:i dh J J ...t •� U N z m to AQ �'.,........,.•..,.,,>„„.-.-.-,-..a..,«..........,._..,-..............,a........."^ 04 LL: LL: 8.9 J < ^ {f1 to— 05 r -- — m N N - �..�..�"""„rte __ ._.:- .�.._. -_ _........_... - _ . _ /-. _ Z 3 V tff H — — .. - _ -- �.- �� -- - 10�' r e$ os cS sin i'i m CJ'" ° LS j Sto a z aq- AJ inn —...... –. ... - w ..w _ - _ ti via ch W - ----- TOP---. -- _ �, n. _PROPOSED .. -- - - - - - - - ._... __ ___. _--. - - - - - - .. _ ._ -- - „ . TOE OF o, - SEE DETAIL A �>> "' `', Of SLOPE _ _. `� - - - - - - - - - - 82+00 83+00 W c i TOE _ 1 -- - 84+00 RIP RIP RAP 10'x10'xt' LEVEE *TEMPORARY - -- 81+00--- A.C. 1 +�- ---�'_ GRAVE 0504 _ _ _ _.. — _" L3.. . K£ � --.,.._-}--_ - _ - - - _ A.C. 01 +00 80+00 79+Oa Lt _- ----- - -- I 1 MING AVENUE _ (STA. 75+79.79 C.L. TO STA. 82+76.61 C.L.) ALLEN ROAD SCALE: 1" = 30' HORIZONTAL r 376 374 372 370 368 366 364 K*) 360 .358 M_ 374 . i * EDGE OF PAVEM T i 372 o 370 NOTE: 368 IL0 Q W . I M TEMPORARY HYDROLOGY-- CALCULATIONS: ALCULATIt7 SWALE CALCULATIONS- — 3 Id 7jV V71 _ • t tib A.C. A.C. DIKE QREQ C = CIA 3 1/2 QpRowom = (k/n)(R ){5 )(A) *TEMP. A.C. DIKE TO HAVE 18" STARTING FROM STA. 76+72.20 OPENINGS EVERY 30' Of jj I #.- z N = QREQ 0.95, 1 = 1.80 = (0.95)(1.80 IN./HR, A = 0.80 ACRES K = 1.49, n = 0.013, S = 0.30% IN./HR)(0.80 AC) = 1.37 CFS R= (A/Pw) _ (0.55 ft'/2.09 ft) TO ALLOW RUNOFF FROM MING C.L. TO 82+84.26 C.L. AVENUE TO ENTER THE ' i ( rhit = 0.26 ft PROPOSED 2' A.C. SWALE. � 1 U SCALE: 1 " = 30' _ — - -- �P QPRovIDED = (1.49/0.013)(0.262/3)(0.00301/2)(0.55 ft2) 83+50 7.5' Eb�TING OF EDGE AVEMENT QPRoV1DED = 1.41 CFS MING AVENUE QFuLL = 3.13 CFS $ it � •• il� I� DETAIL L A r I J ~�J 0. J V� s S=0.30% BERRENDAMESA S-0.30 In N °° p J ZNo acooa�o WATER STORAGE DILTRICT ,M-' M MN W + + N N s'I E 8 ` II J a V� = N N V0oco p'I ~ J i z 9 H RIP RAP GRAVEL. P. t0 J y e - II ti > G6 Qf W to to N 0,? LL:i dh J J ...t •� U N z m to AQ �'.,........,.•..,.,,>„„.-.-.-,-..a..,«..........,._..,-..............,a........."^ 04 LL: LL: 8.9 J < ^ {f1 to— 05 r -- — m N N - �..�..�"""„rte __ ._.:- .�.._. -_ _........_... - _ . _ /-. _ Z 3 V tff H — — .. - _ -- �.- �� -- - 10�' r e$ os cS sin i'i m CJ'" ° LS j Sto a z aq- AJ inn —...... –. ... - w ..w _ - _ ti via ch W - ----- TOP---. -- _ �, n. _PROPOSED .. -- - - - - - - - ._... __ ___. _--. - - - - - - .. _ ._ -- - „ . TOE OF o, - SEE DETAIL A �>> "' `', Of SLOPE _ _. `� - - - - - - - - - - 82+00 83+00 W c i TOE _ 1 -- - 84+00 RIP RIP RAP 10'x10'xt' LEVEE *TEMPORARY - -- 81+00--- A.C. 1 +�- ---�'_ GRAVE 0504 _ _ _ _.. — _" L3.. . K£ � --.,.._-}--_ - _ - - - _ A.C. 01 +00 80+00 79+Oa Lt _- ----- - -- I 1 MING AVENUE _ (STA. 75+79.79 C.L. TO STA. 82+76.61 C.L.) ALLEN ROAD SCALE: 1" = 30' HORIZONTAL r 376 374 372 370 368 366 364 K*) 360 .358 356 75+50 ivtvv 77+00 78+00 • e"N (STA. 75+79.79 C.L. TO STA. 82+76.61 C.L.) SCALE: "1" = 30' HORIZONTAL 1" = 3' VERTICAL VI I VV tiy2ullfl 376 M_ 374 . i i 372 o 370 368 IL0 Q W J C) I M 366 — 3 Id 7jV V71 • t tib C"* v —� 36.2 m Y m Of jj I #.- z N i i ( rhit Lu � 1 U SCALE: 1 " = 30' 30 15' 0 60, �P 83+50 7.5' Eb�TING OF EDGE AVEMENT r I s S=0.30% S-0.30 SV ALE FLowuNE t E i f RIP RAP GRAVEL. P. x10 x1 D3r8" 356 75+50 ivtvv 77+00 78+00 • e"N (STA. 75+79.79 C.L. TO STA. 82+76.61 C.L.) SCALE: "1" = 30' HORIZONTAL 1" = 3' VERTICAL VI I VV tiy2ullfl 376 M_ 374 . i i 372 o 370 368 IL0 Q W J C) I M 366 — 3 Id 7jV V71 • t tib C"* v —� 36.2 m Y m , 8 6 � 1 U SCALE: 1 " = 30' 30 15' 0 60, �P 83+50 7.5' M© DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST r#o DAYS BUM YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA a O UZ W J ►� a Q wZ CC �+c)-+ O CC a z UJ 4 W uJ �3 a w a ren w Z o g M_ O to co o o z IL0 Q W J C) I M c W to Q N N fr v m Y m � � 8 � U �P a O UZ W J ►� a Q wZ CC �+c)-+ O CC a z UJ 4 W uJ �3 a w a ren w Z o g O W IL0