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HomeMy WebLinkAbout1.1-7300 Ph 3ASPHALT CONCRETE PAVING NOTES: STANDARD NOTES PG&E GAS NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF AND TYPE a (MODIFIED) FOR LOCAL STREETS AND SHAT CONFORM TO THE PROVISIONS IN SPECIFICATIONS OF THE CITY OF BAKERSFlELD AND STATE OF CA., DEPT. OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL CITY OF B SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL TRANSPORTATION STANDARD SPEGFlCATIONS NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. PROVISIONS. 2. THE FOLLOWING CITY OF BAKERSFlELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM 7 FT. (WITH 3 TFT.IO OF KERN COUNTY CALIFORNIA 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A UNDISTURBED SGVL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ST -1, 57-2, 57-3, 57-4, ST -6, ST -7, ST -9, ST -10 ST -11, ST -13, ST -14, ST -19, D-14, D-16, T-1 EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF SECTION 39-2.02, 'AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL AL PG 64-10 PERFORMANCE GRADED 0.20' TYPE GA ASPHALT CONCRETE OVER TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) 0.45' AGGREGATE BASE (PER NOTE 16) OVER STATIONARY OVER THE PIPEUNE. A PG&E' TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN "BY THE STEAMASPHAL-REFINED ENG CONCRETE S ASPHALT BINDER ION 92 CONFOSHALL BE PC 64-10 PERFORMANCE RM TED O REQUIREMENTS HE REL MSE TS INOTHETHEABIEWISE �FOR 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION UNE PRIVATE STREET CONSTRUCTION PLAN S "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD C.O.B. STD. ST -9. SPECIFICATIONS. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY BAKERSFlELD STD. DWG. ST -13. THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS SOUTHERN CALIFORNIA GAS NOTES: FOR PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY TO BE p EXISTING STALLED ANY UNDERGROUND STRUCTURE SHAT MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF ENGINEER. UNDISTURBED SOIL) HORIZONTAL SEPARATION AND SS IOF VERTICAL SEPARATION FROM THE VESTING TENTATIVE TRACT 7300 CI 5. LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE 5. INSTALL RAFFIA CONTROL SIGNS EXISTING 24" SOUTHERN CALIFORNIA GAS CO. TRANSMISSION UNE ADDITIONALLY, NO LESS CITY ENGINEER'S REVIEW AND APPROVAL: INSTALL METRO ASZERD SSSTTREET NAMEEET NAME SISIGNS PERGNS PER CC.0.8 STDSM.TTI TITAN 3', OR MORE THAN 7', OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE. A. A UST OF AGGREGATE AND ASPHALT SOURCES. INSTALL STANDARD STREET UGHTS, 5800 LUMEN H.P.S.V. ON 14' AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER UNIT 3 POST TOP PER DETAIL "6" ON SHEET 5. THE TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT B. UM AN DOC ENT TIO VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK '®- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. REMAIN STATIONARY OVER THE PIPELINE A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD UNIT STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE CL. II AGO. BASE EXISTING TRANSMISSION LINE. CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL PROPOSED WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR STREETS UNLESS OTHERWISE NOTED. GET A NEW USA TICKET AT LEAST TWO (2) DAYS PRIOR TO ANY CONSTRUCTION. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX 6" CURB LF CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED EACH SEWER LATERAL OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. OF SECTION 39-2.02, "AGGREGATE" OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL ON ALL CONTIGUOUS LANES OF THE RAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT EA. 5 PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. ALONG THE TRANSVERSE TOFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE MINIMUM OF 6" THICK. REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED 6 WHERE CONCRETE PAVEMENTISCONFORMSURFACES, THE EXISTING 70. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW INDEXOF SHEETS PAVEMEEW NT SSHALLHALT BE SAW CUT NEATSTRAIGHT EITHER PARALLELOR PERPENDICULAR TO TO PUBLIC TRAFFIC. KRAFT PAPER, OTHER APPROVED BOND BREAKER, MAY BE PLACED PAVEMENT GRADE. AI CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (i) FOOT FROM THE EXISTING EDGE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE WHITE LANE OPERATIONS RESUME. OF PAVEMENT.iIV 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444. SHEET TITLE 11II� I II �` ��II- � NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL FACILITIES TO BE PRIVATELY MAINTAINED 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 1. COVER SHEET I; pLI ^`y - UNLESS OTHERWISE NOTED ON PLAN. OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE,' OF THE 12, WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS 2• DELAMERE STREET II.. rI �. '' p�I 'z STANDARD SPECIFICATIONS SHALL BE MET. WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR 3. WILDEVE WAY & ADDLINGTON DRIVE l �!, ,=-'�I\ s a EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN 4. HAR80ROUGH DRIVE l{I ;II!I' .B J ,a�> 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT B. THE ARTA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL SIDEWALK 6" FROM BACK. 5. STREET SECTIONS &DETAILS ! �+ ! BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE I 1 -T TRACT 7299 WILL REQUIRE A CERTIFICATE OF COMPLIANCE LIMBS OF CONSTRUCTION. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFlELD k I I ° ' \ e (NOT A PART) 1 STATING THAT THE REQUIREMENTS & STANDARDS PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED III Ii z s \. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS III (III-- \^` SET FORTH BY THE CITY OF BAKERSFlELD HAVE STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, I ) TI / /� / re ' / BEEN MET. OTHERWISE PERMITTED BY THE CITY ENGINEER. it i 'V �I I 21 YYY d/ SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK p 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CIN ENGINEER. PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED OIASPHALT CONCRETE SHALL BE PLACED ROAD CONNECTIONS AND PRIVATE DANPRIOR TO ISSUANCE OF THE PERMIT. SHES WHERE II 111 SHOWNWN ON ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF 1 1 p NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR 1 it „ `�I �_ I - ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO I��I Ls Lo / i TRAGI 7302 ' I' `-�.._-I (NOT A PART) 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT R LESS, PAVING SECTION CONSTRUCTION, 2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS n �,;� '' OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE CONSTRUCTION, LATEST EDITION EITHER CAB ). AGGREGATE BASE MATERIAL LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS LIST OF MATERIALS rf+ I ITEM UNIT TOTAL A.C. PAVING TONS ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE CL. II AGO. BASE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 579 SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CUYD 644 CONCRETE PARKING SUBGRADE TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR 354 AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH SOFT CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 6" CURB & GUTTER THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 481 6" CURB LF CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING 14.325 SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% SQFT OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED HANDICAP RAMPS OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 7 ON ALL CONTIGUOUS LANES OF THE RAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT EA. 5 5800 LUMEN STREET LIGHTS THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT EA. ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED LOCAL STREETS STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY 1 1,475 ALONG THE TRANSVERSE TOFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE "WI -7' - DOUBLE ARROW R4 -i _KEEP RIGHT£CR REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED HAND RAKED AND COMPACTED FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO WITHIN THE CITY TOLERANCES AND COMPACTED 70 95% OF THE MAXIMUM END CURB RETURN PRC POINT OF REVERSE CURVATURE TO PUBLIC TRAFFIC. KRAFT PAPER, OTHER APPROVED BOND BREAKER, MAY BE PLACED *R4-7' • - BIKE LANE 'WI -6" - SINGLE ARROW DRY DENSITY IN ACCORDANCE WITH ASTM 0-1557. UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE WHITE LANE OPERATIONS RESUME. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET EC END CURVE TO TOP OF CURB PER CITY STANDARD DETAIL ST -22. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE PIVC DENSITY AS DETERMINED BY ASTM. D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL WITH CALIFORNIA TEST 375. TO WHERE THEY ARE SHOWN HEREIN. NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE OF VERTICAL CURVE FC FINISH CONCRETE CITY ENGINEER. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER 18. PRIORTOTHE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE RIGHT WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 MAXIMUM SLOPE RASO FROM BACK OF SIDEWALK TO FACE OF WALL OR REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR UNE R/W AIGLEPOI WAY HOURSS NOTICE. (661) 326-2049. REFER TO SEWER &STORM DRAIN PLANS BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK ITEM UNIT TOTAL A.C. PAVING TONS 504 CL. II AGO. BASE GUYD 579 SUBGRADE PREPARATION CUYD 644 CONCRETE PARKING SUBGRADE CUYD 354 CONCRETE PARKING AREA SOFT 19,112 6" CURB & GUTTER LF 481 6" CURB LF 2497 SIDEWALK SOFT 14.325 DRIVEWAY SQFT 4,576 HANDICAP RAMPS EA 7 STANDARD STREET NAME SIGNS EA. 5 5800 LUMEN STREET LIGHTS EA. 4 MONUMENT ENCASEMENTS EA. 8 LOCAL STREETS LF 1 1,475 II I D I B f I ' I / 1 T J N L U _ I - I �, 6 ENGINEERS STATEMENT I I / (NOT APART) I'�i I Fli�li it w�__ __-ill zo / E: ill - --r 3 z ;I \ THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR 141 iI ' I� " f F-.- _y_ _--J' 1 �I,1 z' UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND 2e zs C `f j BELIEF COMPLY WITH CITY OF BAKERSFlELD ORDINANCES, STANDARDS, \-� AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS _� L2 OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. HIGHGATE HEATH AVENUE I Irerreares.ioa,nore �jI/ -J3 I RESPONSIBLE R ACALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS O F s s THOSE ORDINANCES, STANDARD AND DESIGN CRITERIA p x 1 I I i 26 z3 E N7ERED URING CONS7R TION SHALL BE CORRECTED AND ® P ;z III L -is CH ORR TI L. BE LECTED ON CORRECTED PLANS 3 � i I� I AND S BM TED - CT E GINEER. I,'d e L ,. xainEVE wnr r z �- ,e UI N I T 2 a (NOT A PART) 7 e o m u � - _..i''! ISI. °' \ Jas %,i n I APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE II' 6! UNIT 3-%s/�,a re, ,JI i 2 1 f \N,I � 19 16 t5 R 10 13 � \ UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN 19, DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN \a 1, �� \ ao \z \i \ \�� 6 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT x \}; \1_ °'0i 3' C ' s / IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFlELD (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON z \„-`- .. _ c ` ;2 , , \ PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND 31 sl[ REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE iqi 'IP a1 HARBg2000H DR14E ,,,\ " \ I 1 < J\ 6 ARE TO BE PRIVATELY MAINTAINED. SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. rI _ cs I \ j U N J T 6 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE li T "I a 4 - u , -i ` \1 �'/ IN_ OT A PART) EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT STORM WATER POLLUTION PREVENTION PLAN SWPPP FOR THIS PROJECT FROM THE ^71 y4 t 1e. 16 r a z'. " ,o SHALL. BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY ( ) I `I , IJ 3 4 U N J 7 5 DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION ! a a (NOTA PART) , REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE .CONTRACTOR'S EXPENSE. OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY 171 I' I \ ` \\ _ WITH PROVISIONS OF SAID PLAN. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: APPROVED BY: , NICOLAS FIDLE PUBLIC WORKS DIRECTOR DATE 21: LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR PHOTOCELL ORIENTED NORTH AND SHALL CONFORM TO THE LATEST REQUIREMENTS �` I ,I° �1 �F\�' �z' z \1\ `� \' L -lj� ' ( ) s ii u' , �\ 1 �Y/ A .»� /jam R.C.E. N0. 61069 OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS t GTV3� B. ASTM D7188 WHEN STABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE �+� II I :' \ 1 `ls� �'zo / �� "�� ; ` �. < V r. - MAY DE SUBSTITUTED WITH PARAFFIN. `� ``' al( `L i U N J T 4 �zc '"� /-'� ,<� �_ , N J T C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL �"� . �. ° 1I 2 AI, p A A �i (NOT A PART) - ` (NOT A PART) POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT' 1 `�� 'a 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE 1 �\ ` \ ®® \ da lam--- ,/ ,o - / (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE a I = !,l gni ` o `` i / TOLERANCES, li SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: I o 1\ \\ n-/�\t\ / \6\ \ o- ���1:✓�'^"�--a �Z�iN'� STORM WATER ASSOCIATIONAMENDED VATH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.�� REVIEWED BY: 2009 -0006 -DW) AMENDED BY ORDER ATE WATER RES UR ORDER i I U. _ U N J T 8 % -�L ' A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, .Til a', ,a \�\ \' � L s z :- STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR DATE: 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL - I tli r (NOT A PART) �� `tis \ �� < \ �/ BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION R.C.E. N0. 44898 B. REMOVAL AND REPLACEMENT, OR WATERY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT I STORM C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY EXISTING SUMP CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBUC INSPECTION DURING e j THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WOID) N0. 51`75C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. FOR THIS PROJECT ��� a %I �e �Y� ` y j REVIEWED BY: .�'L.,e- Jt -%!ed : $ ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT \ /� \\� �" ` ` \T ` , \\ \'-' ,- - �: TRAFFIC ENGINEER DATE: THE LONGITUDINAL UMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE 23. ANY WORK CONNECTING TO EXISTING PUBLIC FACIUTIES FROM PRIVATE / `�,+� `t� 2\` \\ ,z \ H e'' = " �� ,s �/ PROJECT MAP NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE EXISTING PUBUC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR a \^ `\ \ \ `; \", i �� SCALE' 1"=200' APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAPS THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. IMPROVEMENTS, OR PUBUC TRACTS WITHOUT RECORDED MAPS) A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE °' SHEET NO. INDEX BASIS OF BEARINGS: i THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY 24. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS ' THE CIN ENGINEER. 25. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY LEGEND: LEGEND (CONT.) 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B.STD T-19. CONFORMING TO SECTION 200-2.2 OF THE "GREENSOOK". BASE MATERIAL FOR LOCAL STOCKDALE SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED ABBREMATIONS R. 26 E. y�qy °R1-1' -STOP STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) "GREENBOOK'. a TO THE CIN FOR APPROVAL 10 DAYS PRIOR TO PAVING. FL FLOWUNE POVC POINT ON VERTICAL CURVE ,�- 'R6-1' - ONE WAY "S5-2° -END SCHOOL ZONE 'W31(GA)- CONFORMING TO SECTION 200-2.4 OF THE ....... WHICH ALLOWS UP TO 50% OF THE & CL CENTERLINE CURVE BVC BEGIN V LL D - END 'R5-1' -R26 DO NOT ENTER ° VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, 26. ANY ITEMS IN PUBUC RIGHT -OF WAY THAT ARE DAMAGED OR DO NOT MEET MING AVENUE ' CA' IATA -1' -DEAD END ( NO PARKING CEMENT TREATMENT BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT r CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING ELEV ELEVATION EVC END VERTICAL CURVE *R3 -5R - RIGHT TURN ONLY 'W14-2. - NO WEFT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. A AND/OR UPGRADING AS PER CIN ENGINEER. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION � "WI -7' - DOUBLE ARROW R4 -i _KEEP RIGHT£CR z END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-7' • - BIKE LANE 'WI -6" - SINGLE ARROW 20. PAVING CONTACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD yo BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE WHITE LANE "W3-3" - SIGNAL AHEAD 'W1-1' -CARVE ARROW SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFlELD: 27. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET EC END CURVE TO TOP OF CURB LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL TO WHERE THEY ARE SHOWN HEREIN. /J OF VERTICAL CURVE FC FINISH CONCRETE CONFORM TO THE FOLLOWING P.O.C. POINT ON CURVE FC FINISHED CONCRETE STORM DRAIN MANHOLE - 28. MAXIMUM SLOPE RASO FROM BACK OF SIDEWALK TO FACE OF WALL OR PPL UNE R/W AIGLEPOI WAY REFER TO SEWER &STORM DRAIN PLANS A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK EP. EDGE OF EDGE OF PAVEMENT A.P. ANGLE POINT THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CIN F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER '., THE GRADE ESTABLISHED B`( THE ENGINEER. ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD P.AF.L PARKING AREA FLOW UNE C.O.B. STD. D-14, UNLESS NOTED OTHERVASE TO PREVENT EROSION ONTO THE SIDEWALK. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 29. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY®� EXISTING SURVEY MONUMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. MAINTAINED. s SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. FURNISH &INSTALL METRO STREET SIGN PER C.O.B. SID. T -i. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS -0_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 5) TRACT BOUNDARY ED FURNISH & INSTALL STREET LIGHT-95GD LUMEN PER C.O.B. STD. ST -14. -- UNIT BOUNDARY EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS PARKING AREA - SEE CONSTRUCTION NOTE 6. VICINITY MAP CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' 'MNGS NO SCALE _- - PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) 150 Know whars below. Call before you dig. STOCKDALE T. 30 S, R. 26 E. y�qy a 2 & PROJECT SITE LL 400 MING AVENUE m Bev mxw r Ir A 17 2 � z yo WHITE LANE S w m /4 p /J 0 OUTIIERN PAGFlC RAILROAD EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS PARKING AREA - SEE CONSTRUCTION NOTE 6. VICINITY MAP CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' 'MNGS NO SCALE _- - PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) 150 Know whars below. Call before you dig. HARBOROUGH DRIVE M IIEVF�!!Y SEE SHEET 4 UNI I I Y X e • 3 � I `" 1 I UNIT 4 1 ti N U U 'Q $ J II (NOT A�ART) S 21 J LL U LLMW 4 v1�b jWW I x�JJ C3 L�14 [V �11 �-Cj I I WN a O Q+�N aIUa^m+lnii Jx 35 _4 LLmfJ + 0 Z0 wZm 4? O�JO +2 J I J I Nm EDN 4YWW ^ x O i 4 m0 1 QQa mn LL U 'ZED x -Z LS LOT ¢d w I ^ mNWN U� ,onW zUla��`r PA. 51WUP 7mWmmd 2 6 7 8 / I `. yN _ --_o I.-^�- �n p' I y cmidd-U rnm+m_ pE(A11 •AT 77 r+ 3 LS LOT w m3nnm ti i -n lnzm/ mw.W x o dd< SE�PFR X75 SHFE Y<..' e"'. ..w` 5 C4 8 C5 5 x w a 113 uni 13 • a o0 4-- _ 19+00 1 5 o N 1412 21' E 287.06'- STA 'B" -� _ __ C2 7 ____._ n 4 n 1 \ 4 I 3 4 6 � 2 K / J " ~ UNIT BOUNDARY o ^ti �o ' s- „§ B.C. -BEGIN P.AF.L Q PA m II 51-0. 74+49.70 =` z -UNIT 3 a$ >O 1� ¢� % %'\5 ' T 0. ° 1,4p+50.00 F.O.C-STA 14+46.18 F.L �xm�UW1LLm i`i zwm vg(V mJma I g oti0+ N� LLdIl11 0JmfJJO .m U L4 ;:f 43 6+LL " .B 27 �oop FQrc So24 22 I Yi4W UQQ Zg aa+tJ"„V -26 1 _ F /� 1 \ F � I H 1 a F0.-• I HARBOROUGH DRIVE SEE SHEET 4 DELAMERE STREET (PRIVATE STREET) STA. 14+49.10 C.L. TO 19+99.82 C.L. SCALE: 1" = 40' HORIZONTAL 360 358 356 354 352 350 348 346 SUMP 344 LL L.S LOT 14+00 15+00 16+00 17+00 18+00 STA. 14+52.02 C.L. TO 20+04.85 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 346 TEM SUMP SEE 19+00 20+00 of 360 358 356 354 352 350 348 346 344 21+00 SCALE: 1" = 40' 40' 20' 0' 1 40' 80' STA 15+49.34 1&00 RT. STA. 15+46.83 F.O.C. 351.33 2 ❑ B.C. STA 15+63.22, 1&00 RT. STA. 15+80.51 F.O.C. 351.58 ❑3 P.R.C. STA 15+70.36, 15.00 RT. STA. 15+6&46 F.O.C. 351.62 ® P.R.C. STA. 16+89.22, 15.00 RT. STA 16+88.95 F.O.C. � 1 E.C. STA. 16+96.36, 18.00 RL STA 16+96.90 F.O.C. 351.70 © E.C. STA 15+49.34, 18,00 LT. STA. 15+58.96 F.O.C. 351.40 F2 B.C. STA. 15+61.18, 18.00 LT. STA. 15+70.80 F.O.C. 351.59 ❑8 P.R.C. STA. 15+6&32, 15.00 LT. STA. 15+78.75 F.O.C. 351,64 ❑9 P.R.C. STA 16+86.6% 15.00 LT. STA 16+98.66 F.O.C. 351.74 Q M STA 16+93.75, 1&GO LT. STA. 17+06.62 E.O.C. 351.76 11 B.C. 4 STA. 18+61.11 F.O.C. 351.09 12 P.R.C. STA. 18+55.38. 15.00 LT. STA 18+69.07 F.O.C. 351.00 13 P.B.G. STA 19+73.66, 15.00 LT. STA. 19+8&97 F.O.C. 350.89 14 E.C. STA 19+80.81, 18.00 LT. STA. 19+96.93 F.O.C. 350.93 15 UNIT BOUNDARY STA 19+99.52, 18.00 RT. ,.mj 350.85 16 UNIT BOUNDARY STA 19+99.52, 1&00 LL STA. 20+1&64 E.O.C. 350.87 17 UNIT BOUNDARY STA 14+49.10, 18.00 LT. STA. 14+5511 F.O.C. 349.80. 18 UNIT BOUNDARY STA 14+49.10, 18.00 RT. I STA. 14+5000 F.O.C. 349.69 I _ _ JliWy w zm`J`mw I o n 8u� wW� n - xw 41�.� xY1 �W NW 10 ° z m J v ui • dN WU xG �W KN Qupi ^ ! N a+ W�wm m NIoW J }. m$- . zn m+ m+ ROXIMAIE STING 2 a J - -._ yV I ^ LL w W 2d;5 WtY VI U W mW d .13 + m + APPEOXIMAII, LX511MG --- r0. mVl e m+ Wm VI -�- - w ED •-• mW n I ED ^ I r.- 0 CEN r ____ o _ _ _ jI 04" wih 's tiw ti� ��ii i`.1m I W S- -0.442 Ni =0.5 --- % 5=-a. $ 0.292 ij a- iz.1W� x. Gmiw y1.60% -- .� LL -- 5.27% S EXISTING-_ PR OS➢ WEST R NE w PR > WEST FLOWMUNE _ _ T w w w www a - -- EAST FLOVAJNE PRO OSED u EXIST] G h a 1'FLOWUNE ` 1 PROP EAST FL NE TEMPORARY W ,1 I ISEE DETAL° L � 14+00 15+00 16+00 17+00 18+00 STA. 14+52.02 C.L. TO 20+04.85 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 346 TEM SUMP SEE 19+00 20+00 of 360 358 356 354 352 350 348 346 344 21+00 344 14+00 15+00 16+00 17+00 18+00 STA. 14+46.18 C.L. TO 19+94.20 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 19+00 20+00 360 358 356 354 352 350 348 346 344 21+00 SCALE: 1" = 40' 40' 20' 0' 1 40' 80' STA 15+49.34 1&00 RT. STA. 15+46.83 F.O.C. 351.33 2 ❑ B.C. STA 15+63.22, 1&00 RT. STA. 15+80.51 F.O.C. 351.58 ❑3 P.R.C. STA 15+70.36, 15.00 RT. STA. 15+6&46 F.O.C. 351.62 ® P.R.C. STA. 16+89.22, 15.00 RT. STA 16+88.95 F.O.C. 351.66 0.5 E.C. STA. 16+96.36, 18.00 RL STA 16+96.90 F.O.C. 351.70 © E.C. STA 15+49.34, 18,00 LT. STA. 15+58.96 F.O.C. 351.40 F2 B.C. STA. 15+61.18, 18.00 LT. STA. 15+70.80 F.O.C. 351.59 ❑8 P.R.C. STA. 15+6&32, 15.00 LT. STA. 15+78.75 F.O.C. 351,64 ❑9 P.R.C. STA 16+86.6% 15.00 LT. STA 16+98.66 F.O.C. 351.74 10 EC. STA 16+93.75, 1&GO LT. STA. 17+06.62 E.O.C. 351.76 11 B.C. STA. 18+4&24, 18.00 LT. STA. 18+61.11 F.O.C. 351.09 12 P.R.C. STA. 18+55.38. 15.00 LT. STA 18+69.07 F.O.C. 351.00 13 P.B.G. STA 19+73.66, 15.00 LT. STA. 19+8&97 F.O.C. 350.89 14 E.C. STA 19+80.81, 18.00 LT. STA. 19+96.93 F.O.C. 350.93 15 UNIT BOUNDARY STA 19+99.52, 18.00 RT. STA. 20+00.00 F.O.C. 350.85 16 UNIT BOUNDARY STA 19+99.52, 1&00 LL STA. 20+1&64 E.O.C. 350.87 17 UNIT BOUNDARY STA 14+49.10, 18.00 LT. STA. 14+5511 F.O.C. 349.80. 18 UNIT BOUNDARY STA 14+49.10, 18.00 RT. I STA. 14+5000 F.O.C. 349.69 41�.� �W NW 10 WU xG �W KN ^ ! d m J zn m+ 1 a a LL w I + @ n + m + APPEOXIMAII, LX511MG e m+ I w ED •-• n I ED ^ I GRA 0 CEN LINE o 04" wih 's tiw ti� ��ii i`.1m I W J Ni --- --- __ ij a- iz.1W� Gmiw -- LL -- S r w w www a EAST FLOVAJNE u EXIST] G h a ` 1 PROP EAST FL NE W ,1 I � � ETAIL I 344 14+00 15+00 16+00 17+00 18+00 STA. 14+46.18 C.L. TO 19+94.20 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 19+00 20+00 360 358 356 354 352 350 348 346 344 21+00 F.O.C. STATIONING TABLE - DELAMERE STREET SCALE: 1" = 40' 40' 20' 0' 1 40' 80' STA 15+49.34 1&00 RT. STA. 15+46.83 F.O.C. 351.33 2 ❑ F.O.C. STATIONING TABLE - DELAMERE STREET REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1 E.C. STA 15+49.34 1&00 RT. STA. 15+46.83 F.O.C. 351.33 2 ❑ B.C. STA 15+63.22, 1&00 RT. STA. 15+80.51 F.O.C. 351.58 ❑3 P.R.C. STA 15+70.36, 15.00 RT. STA. 15+6&46 F.O.C. 351.62 ® P.R.C. STA. 16+89.22, 15.00 RT. STA 16+88.95 F.O.C. 351.66 0.5 E.C. STA. 16+96.36, 18.00 RL STA 16+96.90 F.O.C. 351.70 © E.C. STA 15+49.34, 18,00 LT. STA. 15+58.96 F.O.C. 351.40 F2 B.C. STA. 15+61.18, 18.00 LT. STA. 15+70.80 F.O.C. 351.59 ❑8 P.R.C. STA. 15+6&32, 15.00 LT. STA. 15+78.75 F.O.C. 351,64 ❑9 P.R.C. STA 16+86.6% 15.00 LT. STA 16+98.66 F.O.C. 351.74 10 EC. STA 16+93.75, 1&GO LT. STA. 17+06.62 E.O.C. 351.76 11 B.C. STA. 18+4&24, 18.00 LT. STA. 18+61.11 F.O.C. 351.09 12 P.R.C. STA. 18+55.38. 15.00 LT. STA 18+69.07 F.O.C. 351.00 13 P.B.G. STA 19+73.66, 15.00 LT. STA. 19+8&97 F.O.C. 350.89 14 E.C. STA 19+80.81, 18.00 LT. STA. 19+96.93 F.O.C. 350.93 15 UNIT BOUNDARY STA 19+99.52, 18.00 RT. STA. 20+00.00 F.O.C. 350.85 16 UNIT BOUNDARY STA 19+99.52, 1&00 LL STA. 20+1&64 E.O.C. 350.87 17 UNIT BOUNDARY STA 14+49.10, 18.00 LT. STA. 14+5511 F.O.C. 349.80. 18 UNIT BOUNDARY STA 14+49.10, 18.00 RT. I STA. 14+5000 F.O.C. 349.69 LA5� W¢�gDD -� o704532 TEMPORARY SUMP: REQUIRED VOLUME 0.082 AC -FT s� AREA 1.37 AC & C=0.40VOLUME REQUIRED: 0.15xO.40x1.37= 0.082 AC -FT 1e46.24 p CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 48&00' 97.83' 49.W 1129'12' C2 482.00' 96.63' 48.48' 1179'12° C3 512.00 102.65' 51.50' 11-29'12* G4 51&00` 103.85' 52.10 1179'12° CS 10.00' 7.95' 4.20 4534'23° C6 25.00 39.27' 25.00' 90100100' C7 25.00 36.52' 22.39' 83'41'48' Ce 25.00 4280 28.80' 98'0515' C9 500.00' 100.24' 50.29' 11'29'12° STATION TABLE STA 'A, STA 16+27.46 C.L DELAMERE STREET GL=. STA. 13+23.41 C.L. HARBOROUGH DRIVE C.L. STA 'B': STA. 19+14.52 C.L DELAMERE STREET C.L- STA. 12+62.50 C.L WILDEVE WAY C.1- .LSTA STA,'Cr, STA. 21+09.52 C.L. DELAMERE STREET OL= STA. 14+79.00 C.L. HIGHGATE HEATH AVENUE C.L. - c;xt, m 1x9220 poIS27��a"� VOLUME PROVIDED: 0.0826 AC -FT VL -A 9,� 8.95 =r '- 100'x24'=( /xxm)x1.5'=0.0828 AC -FT I•A✓=- �� y' SUMP DEPTH: 1.5' - NO FENCE REQ'D 18' DETAIL "A" TEMPORARY SUMP SCALE: 1 "=20' A DETAIL "A" 2 N. TS. LEGEND: LEGEND (CONT.) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: FL ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE "Rt -1' STOP "S5-2* - END SCHOOL ZONE "R6-1" - ONE WAY CE CENTERUNE BVC BEGIN VERTICAL CURVE "R5-1° DO NOT ENTER "W31(CA)" - END ELEV ELEVATION EVC END VERTICAL CURVE °R26(CA' - NO PARKING 'W'4-1° - DEAD END BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3-5R�- RIGHT TURN ONLY, 1 BROW ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE Y2°- DOUBLE °R4-7" - KEEP RIGHT BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE °R81(CA)' - BIKE LANE 'lW-6" - SINGLE ARROW EC END CURVE TC TOP OF CURB °W3-3° - SIGNAL AHEAD .WI1' - CURVE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE STORM DRAIN MANHOLE - P/L PROPERTY UNE R/W RIGHT-OF-WAY REFER TO SEWER & STORM DRAIN PLANS E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE °A" CATCH BASIN WITH 3.5' OPENING PER P.AF.L PARKING AREA FLOW UNE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® CONSTRUCT TYPE °A" CATCH BASIN WITH 3.5' OPENING PER C EXISTING SURVEY MONUMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET SIGN PER GOB. STD. T-1. - s SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET LIGHT -5800 -LUMEN PER C.O.B. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STANDARD OR APPROVED EQUAL (SEE DETAIL '6' ON SHEET 5) ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER o . r a - . w - TRACT BOUNDARY C.O.B. STD. ST -14. is. r,naa r �e a:�,._ a-:: UNIT BOUNDARY EXISTING STREET LICIT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PARKING AREA - SEE CONSTRUCTION NOTE 6. - PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) LEGEND (CONT.): O1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10. FAO OF CURB STATION - SEE TABLE NOTE: SECTION DESIGNATION: SEC90N TETTER ) SHEET IIHERE SEC9ON IS SHOWN 2 NOTES 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND. DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE "B° A.C. OVER OAA AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE CONSTRUCTION NOTES: q)CONSTRUCT TYPE °O" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL °5' ON SHEET 5. OCONSTRUCT 6" CONCRETE CURB WITH 10 TOTAL CURB HEIGHT AND 6' REVEAL PER DETAIL "1" ON SHEET S. © PARKING AREA 6° THICK CONCRETE- SEE DETAIL °4° ON SHEET 5. Q7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL '2* ON SHEET & OSI .CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3' ON SHEET 5. 10 EXISTING 24° SO. CAL GAS PIPELINE TO BE PROTECTED IN PLACE. SEE SOUTHERN CALIFORNIA GAS COMPANY NOTES ON SHEET 1. 11 FUTURE IMPROVEMENTS TO BE APPROVED AND CONSTRUCTED WITH FUTURE OFFSITE PLANS PER AGREEMENT WITH CITY OF BAKERSFIELD ii Know what's below. Call before you dig. 1g U N I T 1 NOT A PART 1 U m n I 1 I 11 1 4 I II I U N p I I 1 J yyj}�j} I I I i O� O -,J I O 1 I J II IN�• I� i ti l: n o. 17' Jim Ii m.N ClJJ 3 I U O IW"T II I I V J } w mN l U1LL JI ^ y'1J O II m aG.3� 1m >m d+N OI U U C3 ULL I O i. 2 '4 I m �LLo Z $Iq I GI W U 6 z 52,$0 aJI-- rcdd MI + G }o vi ui 'Jo 2,+ JF 1�G<n dv�iy w ao� }o �p �I 3 OI >} tJi'• GOON ,eWj I^N , >Z civ' 7'l oo �1 0� mI a I w mhy w I �m w tf+w " Jr p/1- tiro .�+- tiro way ^I 3 P I ti� : / 2 m m I wro 6 K i C10 s r s ---"'C C4 I i �`�" Z7 o ?I 10+00 C12 6 M 11+00 al S88'5T39 E 262.50' 12+OD 1 I ' I 1 5 0 2 PA ��9N J t ze"u Fc II o Y: II O Wy61■ I rc 1 rc LLo O o v J ti n ; 7 1 '4�SIDEWALK EASEMENT 0 g }o Im Q N Q,o I o 011 j W P I I 26 TO BE DEDICATED /4 G 8 r + 9v 3^ 0 10 3 yam' + $y o NTH FINAL MAP 7 a`7' "p o I� JJ >+I' �+ I^a"� GHJ,_' Id Gu: ao Ild- o= Id3N 3 Jo Id Qoo .9 I ¢m 3� Jmry Im LL m ci 7'n INQ^ W GIM Iv' ++ o m JT•'n JF1 0 LL,tf uui ,� I I ,Qim^ I N f I / a Ja J" oo' I tiro IN o°+' I Za l 1 m1n m // Uy dNm I IalNm I I W NN i I 10i I I W I L D E Y E WAY i SESH DELESTREET SEE SHEET 2 (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+62.50 C.L.) SCALE: 1' = 40' HORIZONTAL 364 362 360 358 356 354 352 350 348 346 9+00 10+00 11+00 12+00 (STA. 10+00.00. C.1- TO 12+62.50 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 348 346 13+00 I F.O.C. , WILDEVE WAY REF. NO.1 REF. NO.1 i JJ I I (JL: P.R.C. &1 GILL ro �H- I u 1 r Q m ti J ro g U N �l T I Jai18 N O M 351.54' .mm vi ,ri J„H 7'3 L:�m ; G+J 352.05' o J$ z dm+,+o 351.96' N WN m J 351.61' ® P.R.C. STA 12+03.36, 15.00RT. STA. 12+04.17, F.O.C. 351.54' B.C. IFF a r�1 QQ of I EG zmm ¢ mm Jmm 13532'37' wqP w W Qww T^. m + mfim J G QFii i -nm zr`�j u+ 19'55'11" o. 80.00, 85.67' 47.46' 61'21'34" C15 37.00' 20,65' 10.60' 31'58'27' C16 / 175.80' 156.69' 'rPi O7 L 7.39' 3.70' 9'50'28" C18 74.00' 79.25' 43.90 I G19 j I N 9 < N 162.61' N g R 1 p Y 252r10" C22 W 19.10' 9.71' W C23 I 7.95' N 45'34'23" C24 LL. w� 25.00' 90'00'00" C25 37.00' 58.12' 37.00' 900000° JIf 0 W W WJ w It i - rcw W • J w m w A W Q all E N -i^ RO MATE &SING w I 1� mm O Iii m l ,Ji' UNE m d S , � .d �d .-_ o APPROM IATE E%ISTIN jl m a+v + i d '28%- + c' I l7' ^ s_IQ0 APPROX MATE EXISTI 1C -5 w a'a � n n dm GRADE 0 CENTERUNE AP XIMATE EX a NNE S=0.52R d is m z r rc r PROP rc rc FLOWNNE OR �w 7'n li wv"i Qm nm j Wy_. a a T-_ - -- i_ .,i - 9 C.L 1& i --.- _ ---- mU'ti --W __ - -; mm -0.25% ORMAL ELFjV 350.3] 'DEPRESSED -0.25% 5-0.77% S=M 7T PROPI SD WEST FLOVJNE FUTURE I S= -O.! I% W1JNE w � z < w z 7H ET.OWU I ATCH BASIN d d PR SED FLOWU o 1.. CL 1&GO LT. M I -- -_-_ - .. -- - i S 16+03A16+03.11 M M I ELEV. j 350.43' OF w I � i I I L I I Ix 346 9+00 10+00 11+00 12+00 (STA. 10+00.00. C.1- TO 12+62.50 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 348 346 13+00 I F.O.C. STATIONING TABLE - WILDEVE WAY REF. NO.1 REF. NO.1 DESCRIPTION JJ Uli I (JL: P.R.C. &1 GILL ro �H- I u 1 r Q m ti J ro g U N �l T I Jai18 N O M 351.54' .mm vi ,ri J„H 7'3 L:�m ; G+J 352.05' o J$ z dm+,+o 351.96' N WN m J 351.61' ® P.R.C. STA 12+03.36, 15.00RT. STA. 12+04.17, F.O.C. 351.54' B.C. IFF STA. 17+13.27, F.O.C. 351.65' QQ of I EG zmm ¢ mm Jmm 13532'37' wqP w W Qww T^. m + mfim J G QFii i -nm zr`�j u+ 19'55'11" C14 80.00, 85.67' 47.46' 61'21'34" C15 37.00' 20,65' 10.60' 31'58'27' C16 / 175.80' 156.69' 125'54'24" O7 L 7.39' 3.70' 9'50'28" C18 74.00' 79.25' 43.90 I G19 r w m I N 9 < N 162.61' 144.94' g R 37.00' p mw 252r10" C22 W 19.10' 9.71' W C23 I 7.95' N 45'34'23" C24 LL. w� 25.00' 90'00'00" C25 37.00' 58.12' 37.00' 900000° c2 w rcw w A E -i^ RO MATE &SING w w oa� mm •, m l RADE ® UNE m d o n .d �d cid o APPROM IATE E%ISTIN jl m a+v + i '28%- + SDm- s_IQ0 -- CRADE CENTFRLIN d dm AP XIMATE EX STING NNE S=0.52R d is m z r rc r PROP rc rc FLOWNNE OR �w 7'n li wv"i Qm nm j Wy_. a a T-_ - -- i_ .,i - 9 C.L 1& i --.- _ ---- mU'ti --W __ - -; -0.25% ORMAL ELFjV 350.3] 'DEPRESSED 5-0.77% S=M 7T PROPI SD WEST FLOVJNE FUTURE I W1JNE w � z 0PO5ED 7H ET.OWU I ATCH BASIN d d 9 S 1.. CL 1&GO LT. M -- -_-_ - .. -- - S 16+03A16+03.11 F.O.C. M I ELEV. j 350.43' OF I � i I I I 9+00 10+00 11+00 12+00 (STA. 10+00.00. C.L. TO 12+62.50 C.L.) SCALE: 1" _ 40' HORIZONTAL 1" = 4' VERTICAL 364 362 360 358 356 354 352 350 348 346 13+00 ________________- F.O.C. STATIONING TABLE - WILDEVE WAY REF. NO.1 REF. NO.1 DESCRIPTION JJ Uli -U' (JL: P.R.C. &1 GILL ro �H- EC. u 1 r Q m ti J ro g U N �l T Baa Jai18 N O M 351.54' .mm vi ,ri J„H 7'3 L:�m ; G+J 352.05' o J$ z dm+,+o 351.96' N WN m J 351.61' ® P.R.C. STA 12+03.36, 15.00RT. STA. 12+04.17, F.O.C. 351.54' B.C. IFF STA. 17+13.27, F.O.C. 351.65' QQ of I EG zmm ¢ mm Jmm 13532'37' wqP w W Qww T^. m + mfim J G QFii i -nm zr`�j u+ 19'55'11" C14 80.00, 85.67' 47.46' 61'21'34" C15 37.00' 20,65' 10.60' 31'58'27' C16 / 175.80' 156.69' 125'54'24" O7 L 7.39' 3.70' 9'50'28" C18 L.S 364 362 360 358 356 354 352 350 PROPOSED EAST 348 346 344 342 -44 J J J -- F. <d ad a a++ +l a LS LOT a m� UI T// ¢ / F , C75I 10 '/VN C74 amm 11 12 ammo PA C19 ' C19 C20 2 C16 m 1 7 \` 10 C78 ,� 02 17+00 -- C25 5 m u v / LOT I n LLS ° 2 )8�j In¢ N J o L W O n of/ F.O.C. STATIONING TABLE - WILDEVE WAY REF. NO.1 REF. NO.1 DESCRIPTION JJ Uli -U' (JL: P.R.C. CLS ILL GILL i 2] EC. u STA. 10+56.71, F.O.C. 351.96' Q m STA. 11+96.22, 1&OOLT. O.� U N �l T Baa Jai18 STA. 12+03.36, 15.00LT. VIOO 351.54' .mm vi ,ri J„H 7'3 L:�m STA 10+27.08, F.O.C. 352.05' 8 I:av 364 362 360 358 356 354 352 350 PROPOSED EAST 348 346 344 342 -44 J J J -- F. <d ad a a++ +l a LS LOT a m� UI T// ¢ / F , C75I 10 '/VN C74 amm 11 12 ammo PA C19 ' C19 C20 2 C16 m 1 7 \` 10 C78 ,� 02 17+00 -- C25 5 m u v / LOT I n LLS ° 2 )8�j In¢ N J o L W O n of/ 19 STA. 18+49.33, F.O.C. O 1 + 0 1 C.L DRIVEWAY 3.71, F.O.C. 16 n N` I, P.R.C.-P.A.F.L - MATCIH SHEET 4 STA -11+52 30 CL 14.57 LT. _ P STA 18+84.64 F.L. F P ' 15 I ADDLINGTON STREET (PRIVATE STREET) (STA. 15+94.85 C.L. TO 18+02.54 C.L.) SCALE 1 = 40' HORIZONTAL F.O.C. STATIONING TABLE - WILDEVE WAY REF. NO.1 REF. NO.1 DESCRIPTION JJ Uli -U' (JL: P.R.C. CLS ILL GILL 352.05' 2] EC. ON STA. 10+56.71, F.O.C. 351.96' Q m STA. 11+96.22, 1&OOLT. O.� 351.61''' ® Jai18 STA. 12+03.36, 15.00LT. VIOO 351.54' .mm vi ,ri J„H 7'3 L:�m STA 10+27.08, F.O.C. 352.05' I:av STA. 10+56.71, I&DORT. dm+,+o 351.96' ❑7 B.C. STA 11+96.22, 18.00RT. STA 11+96.22, F.O.C. 351.61' ® P.R.C. STA 12+03.36, 15.00RT. STA. 12+04.17, F.O.C. 351.54' B.C. IFF STA. 17+13.27, F.O.C. 351.65' QQ of I EG I STA. 17+28.82, 154ORT. STA 17+21.22, F.O.C. N'NN 88.83' 13532'37' C12 W~IQ- mm W mm 453237' 19 STA. 18+49.33, F.O.C. O 1 + 0 1 C.L DRIVEWAY 3.71, F.O.C. 16 n N` I, P.R.C.-P.A.F.L - MATCIH SHEET 4 STA -11+52 30 CL 14.57 LT. _ P STA 18+84.64 F.L. F P ' 15 I ADDLINGTON STREET (PRIVATE STREET) (STA. 15+94.85 C.L. TO 18+02.54 C.L.) SCALE 1 = 40' HORIZONTAL 15+50 16+00 17+00 18+00 (STA. 15+94.85. C.L. TO 18+02.54 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 362 360 358 356 354 352 350 PROPOSED EAST 348 346 344 342 3 F.O.C. STATIONING TABLE - WILDEVE WAY REF. NO.1 REF. NO.1 DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Q P.R.C. STA. 10+30.15, 29.24LT. STA 10+27.08, F.O.C. 352.05' 2] EC. STA. 10+56.71, I&OO-T. STA. 10+56.71, F.O.C. 351.96' Q B.0 STA. 11+96.22, 1&OOLT. STA. 11+96.22, F.O.C. 351.61''' ® P.R.C. STA. 12+03.36, 15.00LT. STA. 12+04.17, F.O.C. 351.54' 5❑ P.R.C. STA. 10+30.15, 29.24RT. STA 10+27.08, F.O.C. 352.05' © EC. STA. 10+56.71, I&DORT. STA 10+56.71, F.O.C. 351.96' ❑7 B.C. STA 11+96.22, 18.00RT. STA 11+96.22, F.O.C. 351.61' ® P.R.C. STA 12+03.36, 15.00RT. STA. 12+04.17, F.O.C. 351.54' 15+50 16+00 17+00 18+00 (STA. 15+94.85. C.L. TO 18+02.54 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 362 360 358 356 354 352 350 PROPOSED EAST 348 346 344 342 3 F.O.C. STATIONING TABLE - ADDLINGTON STREET - REF. NO.1 DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 9❑ BEGIN 6" CURB STA. 15+94.85, 18.GOUT. STA 15+94.85, F.O.G. 351.45' QO P.R.C. STA 16+16.42, 20.211-7. STA 16+16.67, F.O.C. 351.46' 11 P.R.C. STA 16+90.55, 21.9117. STA 17+02.34, F.O.C. 351.66' ©2 P.R.G. STA 17+10.93, 21.91LT, STA 17+22.99, F.O.C. 351.72' © P.R.C. STA. 18+54.34, 20.21LT. STA 18+91179, F.O.G. 352.12' ® BEGIN 6" CURB STA. 15+94.85, I&OORL STA 15+94.85, F.O.0 351.54' © &G STA 16+43.67, 18.00RT. STA. 16+43.67, EO.0 351.46' 16 E.C. STA 16+68,04 18.00RT. STA 16+60.11, F.O.C. 351.51 © B.C. STA 17+21.68. 18.00RT. STA. 17+13.27, F.O.C. 351.65' q8 I EG I STA. 17+28.82, 154ORT. STA 17+21.22, F.O.C. 351.61' 15+50 16+00 17+00 18+00 (STA. 15+94.85. C.L. TO 18+02.54 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 362 360 358 356 354 352 350 PROPOSED EAST 348 346 344 342 3 CURVE - - - DELTA C1 42.00' 99.60' 103.63' 13552'37' C2 37.00' 29.63' I 4552'3r C3 10.00' 7.95 4.20' 45'34'23' � 25.00' 39.27' 25.00' 90'0000" I 42.00' i 103.63' 13552'37° C6 37.00' 29.83' 15.66' 4552'37' C7 10.00' 7.95' 4.20' 4534'23' CS 25.00' z z 25.00' 9131 C9 36.00' 85.3r 88,83' 1355737' OO N 4 _ 1 Y 18.20' 4552.37* C11 36.00' 85.37' 88.83' 13532'37' C12 43.00' 34.43' 18.20' 453237' C13 37.00' 12.86' I 19'55'11" C14 80.00, 85.67' 47.46' 61'21'34" C15 37.00' 20,65' 10.60' 31'58'27' C16 80.00' 175.80' 156.69' 125'54'24" O7 43.00 7.39' 3.70' 9'50'28" C18 74.00' 79.25' 43.90 I G19 r w m I N 9 < N 162.61' 144.94' 125'54'24° R 37.00' p ZJ 252r10" C22 W 19.10' 9.71' W C23 1 7.95' N 45'34'23" C24 LL. 39.27' 25.00' 90'00'00" C25 37.00' 58.12' 37.00' 900000° c2 w A E -i^ RO MATE &SING w w oa� mm •, m l RADE ® UNE m d o n .d �d cid m mm < W i '28%- + SDm- s_IQ0 -- - d dm AP XIMATE EX STING NNE S=0.52R d is m z r rc r PROP rc rc FLOWNNE OR kDE ® CEN I RUNE li Qm nm a a I 7'I 16 TA. +07! , 9 C.L 1& i T. __ - -; ORMAL ELFjV 350.3] 'DEPRESSED 5-0.77% S=M 7T PROPI SD WEST FLOVJNE FUTURE W1JNE z I ATCH BASIN S 1.. CL 1&GO LT. -- -_-_ - .. -- - S 16+03A16+03.11 F.O.C. NORMAL ELEV. j 350.43' OF I � i I I I 15+50 16+00 17+00 18+00 (STA. 15+94.85. C.L. TO 18+02.54 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 362 360 358 356 354 352 350 PROPOSED EAST 348 346 344 342 3 40 15+50 16+00 17+00 (STA. 15+94.85. C.L. TO 18+02.54 C.L) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 362 360 358 356 354 352 350 348 346 344 342 340 18+00 364 362 360 358 356 354 352 350 348 346 344 342 19+00 CURVE TABLE CURVE - - - DELTA C1 42.00' 99.60' 103.63' 13552'37' C2 37.00' 29.63' I 4552'3r C3 10.00' 7.95 4.20' 45'34'23' � 25.00' 39.27' 25.00' 90'0000" C5 42.00' i 103.63' 13552'37° C6 37.00' 29.83' 15.66' 4552'37' C7 10.00' 7.95' 4.20' 4534'23' CS 25.00' 39.27' 25.00' 9131 C9 36.00' 85.3r 88,83' 1355737' OO N 4 _ 1 Y 18.20' 4552.37* C11 36.00' 85.37' 88.83' 13532'37' C12 43.00' 34.43' 18.20' 453237' C13 37.00' 12.86' 6.50' 19'55'11" C14 80.00, 85.67' 47.46' 61'21'34" C15 37.00' 20,65' 10.60' 31'58'27' C16 80.00' 175.80' 156.69' 125'54'24" O7 43.00 7.39' 3.70' 9'50'28" C18 74.00' 79.25' 43.90 6121'34" G19 43.00' 24.00' 12.32' 3138'27' C20 74.00' 162.61' 144.94' 125'54'24° C21 37.00' p ZJ 252r10" C22 W 19.10' 9.71' W C23 1 7.95' N 45'34'23" C24 LL. 39.27' 25.00' 90'00'00" C25 37.00' 58.12' 37.00' 900000° c2 A E -i^ RO MATE &SING w w oa� mm •, m l RADE ® UNE m d o n .d �d cid m mm N i '28%- SDm- -- - NNE S=0.52R S= 74% - - PROP EAST F�OWUNE FLOWNNE ATCH BASI I N0. 18 I 7'I 16 TA. +07! , 9 C.L 1& i T. - -; ORMAL ELFjV 350.3] 'DEPRESSED F L ELEV. 15[L20' I �arI z 40 15+50 16+00 17+00 (STA. 15+94.85. C.L. TO 18+02.54 C.L) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 362 360 358 356 354 352 350 348 346 344 342 340 18+00 364 362 360 358 356 354 352 350 348 346 344 342 19+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 42.00' 99.60' 103.63' 13552'37' C2 37.00' 29.63' 15.66' 4552'3r C3 10.00' 7.95 4.20' 45'34'23' C4 25.00' 39.27' 25.00' 90'0000" C5 42.00' 99.60' 103.63' 13552'37° C6 37.00' 29.83' 15.66' 4552'37' C7 10.00' 7.95' 4.20' 4534'23' CS 25.00' 39.27' 25.00' 9131 C9 36.00' 85.3r 88,83' 1355737' OO 43.00' 34.43' 18.20' 4552.37* C11 36.00' 85.37' 88.83' 13532'37' C12 43.00' 34.43' 18.20' 453237' C13 37.00' 12.86' 6.50' 19'55'11" C14 80.00, 85.67' 47.46' 61'21'34" C15 37.00' 20,65' 10.60' 31'58'27' C16 80.00' 175.80' 156.69' 125'54'24" O7 43.00 7.39' 3.70' 9'50'28" C18 74.00' 79.25' 43.90 6121'34" G19 43.00' 24.00' 12.32' 3138'27' C20 74.00' 162.61' 144.94' 125'54'24° C21 37.00' 16.44' &36' 252r10" C22 43.00' 19.10' 9.71' 2527'10" C23 10.00' 7.95' 4.20' 45'34'23" C24 25.00' 39.27' 25.00' 90'00'00" C25 37.00' 58.12' 37.00' 900000° LEGEND: ABBREVIATIONS FL FLOVAINE POVC POINT ON VERTICAL CURVE CL CENTERUNE BUG BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/o CURB AND GUTTER P.AF.L PARKING AREA FLAW UNE 4FQ FURNISH & INSTALL SURVEY MONUMENT PER CQ& STD. ST -13. I© EXISTING SURVEY MONUMENT -O- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -i. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. -0_ FURNISH & INSTALL STREET LIGHT-58DD LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL '6" ON SHEET 5) E_ FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER O C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS / CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS / PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) `\ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "RI -1" - STOP °S5-2" END SCHOOL ZONE 'R6-1' - ONE WAY 'W31(CA)" -END "R5-1" DO NOT ENTER "'N14-1' DEAD END "R26(CA)° NO PARKING°,mr2° - NO OUTLET R3-5 -RIGHT TURN ONLY "W 7" - DOUBLE ARROW °R4-7" - KEEP RIGHT•m-6° -SINGLE ARROW 'R81(CA)" - TIKE LANE 'W3-3" - SIGNAL AHEAD "W1-1° - CURVE ARROW o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ® CONSTRUCT TYPE "A" CATCH BASIN PATH 3.5' OPENING PER C.O.B. STD. 0-14 WITHOUT PANGS, UNLESS NOTED OTHERWISE. - s SEWER.- REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. � ■ ■ � ■ m � ■ m e TRACT BOUNDARY UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10 FACE OF CURB STATION - SEE TABLE SECTION DESIGNATION: SECRIXN LETTER SHEET WERE SECTION IS SHOW 2 1. SEE SEWER AND STORM. DRAIN PUNS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. 3. ALL CATCH BASINS TO E TYPE °A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: G)CONSTRUCT TYPE "B" CUE & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 INSTALL STREET SIGN PER CO.B. STANDARD DETAIL T-1. ® STANDARD LANDICAP R.SP R.S.P. A ORF DETAIRAMP PER CALTRANS 2010RIL "S" ON SHEET 5. O ANDCONSTRVU DS6"UREVEAL PERCRETE DETAILURB ON SHEET 12' CURB HEIGHT © PARKING AREA 6° THIO( CONCRETE- SEE DETAIL "4" ON SHEET 5. O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD. PLAN A73C WITH W31(CA) SIGN 'NTH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE © CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL °27 ON SHEET 5. O CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 5. 10 EXISTING 24" SO. CAL GAS PIPELINE TO BE PROTECTED IN PLACE. SEE SOUTHERN CALIFORNIA GAS COMPANY NOTES ON SHEET 1. • 11 FUTURE IMPROVEMENTS TO BE APPROVED AND CONSTRUCTED WITH NNE OFSTE PLANS PER AGREEMENT WITH CITY OF BAKERSFIELD ® 2D 0 40 8C 40 10 Know whars below. 1.1-7300 Ph 3 Call before you dig. CITY RECORDS NO: � * b 8 P� 9 a m m 0 N K U J W ®- ic CI ® W --c Z ® lh= 0 c- c Z 00 W p Q o ''4 G=W ULa 'td�3 +� I- W a0 =' d3� M I W m LL 0 LEGEND: ABBREVIATIONS FL ROWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP 00 PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY EP. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW UNE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. J EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. I I FURNISH & INSTALL METRO STREET SIGN PER C.0.8. STD. T-1. FURNISH & INSTALL STREET UGIT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 5) E_ FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. ST -14. EXISTING STREET UGIT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SID. ST -7. (UNLESS OTHERWISE NOTED) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: 'R1-1' - STOP°S5-2' -END SCHOOL ZONE 'µ3I 'RB -1° -ONE WAY CA END "R5-/" - DO NOT ENTER ( %*(CA)* - NO PARKING 'W1 4-1' - DEAD END "x''14-2' - NO CUTLET 'R3 -5R' - RIGHT TURN ONLY 'R4-7- - KEEP RIGHT *!-7. - DOUBLE ARROW 'R81(CA)' - BIKE LANE "W!-6° - SINGLE ARROW 003-3" - SIGNAL AHEAD 'WI -1" - CURVE ARROW -D- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 7r CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE s SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. o� s TRACT BOUNDARY UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. Ot CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 1� FACE OF CURB STATION - SEE TABLE SECTION DESIGNATION: sEcnlw U:TIE7t� SHEET WERE SECTION IS SHOYM 2 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS 2 LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE "B" A.C. OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE CONSTRUCTION NOTES: 1 CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. SM ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STO ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL '5' ON SHEET 5. O CONSTRUCT 6" CUPER ETAILETE CURB WITH SHEETOTAL CURB HEIGHT AND©5. PARKING AREA 6" THICK CONCRETE- SEE DETAIL '4' ON SHEET 5. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C O WITH W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O8 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2' ON SHEET 5. O9 CONSTRUCT TYRCAL STREET BULGE - SEE DETAIL "3' ON SHEET 5. EXISTING 24" SO. CAL GAS PIPELINE TO BE PROTECTED IN PLACE. 10 SEE SOUTHERN CAUFOiNIA GAS COMPANY NOTES ON SHEET 1. 11 FUTURE IMPROVEMENTS TO BE APPROVED AND CONSTRUCTED WITH FUTURE OFFSITE PLANS PER AGREEMENT WITH CITY OF BAKERSFIELD 364 362 360 358 356 354 352 350 348 346 344 364 362 360 358 356 354 352 350 348 346 17 1 UNIT 3 DESCRIPTION CL STATION & OFFSET 0001 V 19 IN N� 'a- \ UIi V l 1 (j LL� 1❑ � I J STA 10+93.10 351.79 I cpujN`� 11 I i d 24 ! 1 I r olddd I i a ..1 iv I 3� Wm+++UINf" z .1 -FI- I 2 F•1- Oj ld-IQ I W NN41 I O MO I C W ti n+ ELAMERE STREET j © JJo I STA 13+96.43, 18.00 LT. Qy HARBOROUGH DRIVE 7.71' E.C. (PRIVATE STREET) j 35290 B21' STA. 10+00.00 C.L. TO 14+80.39 C.L. 4701'37' 1 O 351.60 9❑ 10'0996" m RI'9N S.A. 10+67.91 351.67 10 I I I STA. 12+57.13, 18.00 RL STA 12+95.76 35225 11 300.00' P.R.C. STA. 12+64.27, 15.00 RL STA. 13+03.71 35220 12 14.95' P.R.C. STA. 13+77.49, 14.92 RT. STA 14+20.67 o 13 l P.C.C. STA, 13+84.45, MOO RT. STA 14+28.86 35244 14 1592'27' E.C. STA 14+49.59, MOO RT. STA 14+97.91 35291 15 1 STA 14+80.39, 18.00 RL STA 15+28.71 353.13 16 I UNIT BOUNDARY STA. 14+80.39, 18.00 LT. 15 353.12 14 I m 0 I U m tiLL�1 J o I w I'. �_ M o X W M d I 1 13 I 12J ;a"Wv I :-I o lwti JJ JJ LL G Cil._ NI Vli }U UI Qwr�}O.-N 1 �I I. NO aNw EDI JOJm 3o OI 30 OI 3V QI 30 Ip yTVW ..I 2 I Z H� V _ C-3 s �I_ co 0 ml 7'4i-nyinlriF+~.I ^I I,! U m C) �3sW2 sW Q� rCC V^ ^I �� `^I VN NI VN IQ �w1il w ayH 1NI l.i inm W-APPR Q cmiQQ n 2 ¢ d 2 :�I �� M y 4 4 m C -"- 1 C o �� 5 88'5739 E 323.41'-- + R WWm m ul WmN 0041 �ZN __ 4.100£ rcd tiQ spy m 2 10 til IIOO R APPROXIMATE w4 ai w 31i 2 II �O w L2I I"J W Q ON I IO ¢ NG la > 6E e 1 Ii' W ti 1. -� 11 I N r a. a E GRADE vEXISTING O� IO GROUND CQNTEIRUNE QO U' m I !. 4J1`1I j -'+ IN -'� IF �M .,a U O 13 '' rc P - UNIT 3 DESCRIPTION CL STATION & OFFSET 0001 V 19 IN N� 'a- \ UIi V l 1 (j LL� 1❑ � O J STA 10+93.10 351.79 I cpujN`� 11 ! I •. i d 24 ! 1 I r olddd I i a ..1 iv I 3� Wm+++UINf" z .1 -FI- I 2 F•1- Oj ld-IQ I W NN41 Z O MO m C W ti n+ ELAMERE STREET j © JJo w' STA 13+96.43, 18.00 LT. Qy HARBOROUGH DRIVE 7.71' E.C. (PRIVATE STREET) .STA 14+94.60 35290 B21' STA. 10+00.00 C.L. TO 14+80.39 C.L. 4701'37' +2214, 15.00 RT. O 351.60 9❑ 10'0996" m RI'9N S.A. 10+67.91 351.67 10 }O B.C. STA. 12+57.13, 18.00 RL STA 12+95.76 35225 11 300.00' P.R.C. STA. 12+64.27, 15.00 RL STA. 13+03.71 35220 12 IN IN IN 20 OIN DESCRIPTION CL STATION & OFFSET 0001 V 19 IN N� 'a- \ UIi V l 1 (j LL� 1❑ � O I 1 STA 10+93.10 351.79 I cpujN`� W IT I d �l mn ! I •. i o0o I I �.M� W+ �m ! 1 I r olddd I i 1 j �- l�dd� ..1 iv I N Wm+++UINf" z .1 -FI- I 2 F•1- Oj ld-IQ I W NN41 •I !` O STA. 13+13.18 35229 V C7 P.R.C. STA 13+89.09, 15.09 LT. ELAMERE STREET 1 J j © 10.00' SEE SHEET 2 STA 13+96.43, 18.00 LT. J HARBOROUGH DRIVE 7.71' E.C. (PRIVATE STREET) .STA 14+94.60 35290 B21' STA. 10+00.00 C.L. TO 14+80.39 C.L. 4701'37' +2214, 15.00 RT. SCALE: 1" = 50' HORIZONTAL 351.60 9❑ UNIT 2 $, !NOT A PART) n , 1 E 1-01 rn w 364 362 360 358 356 354 352 350 348 346 344 16+00 10+00 11+00 12+00 13+00 14+00 STA. 10+00.00 C.L. TO 14+80.39 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4 VERTICAL 15+00 364 362 360 358 356 j 354 352 350 348 REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1❑ � P.R.C. STA 10+4526, 20.21 LT. STA 10+93.10 351.79 2� 12.86' E.C. STA 10+57.86, 18.00 LT. STA. 11+05.96 351.83 39.27' 25.00' B.C. STA. 12+57.13,18.00 LT. STA 13+05.23 35233 4� 9895'15 P.R.C. STA. 12+64.27, 15.00 LT. STA. 13+13.18 35229 V C7 P.R.C. STA 13+89.09, 15.09 LT. STA 14+36.92 1 J j © 10.00' P.C.C. STA 13+96.43, 18.00 LT. J 35255 7 7.71' E.C. STA. 14+49.59. 18.00 LT. .STA 14+94.60 35290 B21' 4.35' 4701'37' +2214, 15.00 RT. STA 10+59.95 351.60 9❑ 10'0996" EG STA10+29.2& 18.00 RL S.A. 10+67.91 351.67 10 C73 B.C. STA. 12+57.13, 18.00 RL STA 12+95.76 35225 11 300.00' P.R.C. STA. 12+64.27, 15.00 RL STA. 13+03.71 35220 12 14.95' P.R.C. STA. 13+77.49, 14.92 RT. STA 14+20.67 35232 13 32.88' P.C.C. STA, 13+84.45, MOO RT. STA 14+28.86 35244 14 1592'27' E.C. STA 14+49.59, MOO RT. STA 14+97.91 35291 15 1 STA 14+80.39, 18.00 RL STA 15+28.71 353.13 16 I UNIT BOUNDARY STA. 14+80.39, 18.00 LT. STA 15+25.40 353.12 i m 0 i U M H W j M 2 m M M W M d v ~ Z � Q CL d Z H� V _ C-3 s �I_ co 0 00 � U m C) �3sW2 sW Q� rCC I w I m e LL 0 W-APPR :�I �� + R WWm m ul WmN 0041 �ZN rcd tiQ spy m APPROXIMATE XMATE NG -GRAB EXISTING E GRADE vEXISTING GROUND CQNTEIRUNE m_- j IMATE TERLINE au -0 50707 - 7ERUNE - o cErpT�LI E ---- SLING NOIR FLOWUNE -- - - -o.7D%- jE PROPOSED NORTH FL NE P NORTHOWiJNE - -- .. I I I I RBPB�-SBtlAIN w RN6�BUTH-fkBPR i i I SOUTH OYNNEL W 1 - --- -- -- j I--- 10+00 11+00 12+00 13+00 14+00 STA. 10+00.00 C.L. TO 14+80.39 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4 VERTICAL 15+00 364 362 360 358 356 j 354 352 350 348 34410+00 11+00 12+00 13+00 14+00 STA.10+00.00 C.L. TO 14+80.39 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 15+00 -' 346 344 16+00 FOC TABLE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1❑ 80.00' P.R.C. STA 10+4526, 20.21 LT. STA 10+93.10 351.79 2� 12.86' E.C. STA 10+57.86, 18.00 LT. STA. 11+05.96 351.83 39.27' 25.00' B.C. STA. 12+57.13,18.00 LT. STA 13+05.23 35233 4� 9895'15 P.R.C. STA. 12+64.27, 15.00 LT. STA. 13+13.18 35229 ❑5 C7 P.R.C. STA 13+89.09, 15.09 LT. STA 14+36.92 35244 © 10.00' P.C.C. STA 13+96.43, 18.00 LT. STA 14+44.62 35255 7 7.71' E.C. STA. 14+49.59. 18.00 LT. .STA 14+94.60 35290 B21' 4.35' 4701'37' +2214, 15.00 RT. STA 10+59.95 351.60 9❑ 10'0996" EG STA10+29.2& 18.00 RL S.A. 10+67.91 351.67 10 C73 B.C. STA. 12+57.13, 18.00 RL STA 12+95.76 35225 11 300.00' P.R.C. STA. 12+64.27, 15.00 RL STA. 13+03.71 35220 12 14.95' P.R.C. STA. 13+77.49, 14.92 RT. STA 14+20.67 35232 13 32.88' P.C.C. STA, 13+84.45, MOO RT. STA 14+28.86 35244 14 1592'27' E.C. STA 14+49.59, MOO RT. STA 14+97.91 35291 15 UNIT BOUNDARY STA 14+80.39, 18.00 RL STA 15+28.71 353.13 16 I UNIT BOUNDARY STA. 14+80.39, 18.00 LT. STA 15+25.40 353.12 m 0 rn v ~ Z � Q CL d Z H� V _ C-3 s �I_ co 0 00 � U m C) �3sW2 sW Q� rCC I w I m e LL 0 W-APPR :�I �� XMATE vEXISTING GROUND m_- IMATE au O CFlS 7ERUNE o cErpT�LI E -o.7D%- - -- RBPB�-SBtlAIN RN6�BUTH-fkBPR SOUTH OYNNEL 34410+00 11+00 12+00 13+00 14+00 STA.10+00.00 C.L. TO 14+80.39 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 15+00 -' 346 344 16+00 FOC TABLE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1❑ 80.00' P.R.C. STA 10+4526, 20.21 LT. STA 10+93.10 351.79 2� 12.86' E.C. STA 10+57.86, 18.00 LT. STA. 11+05.96 351.83 39.27' 25.00' B.C. STA. 12+57.13,18.00 LT. STA 13+05.23 35233 4� 9895'15 P.R.C. STA. 12+64.27, 15.00 LT. STA. 13+13.18 35229 ❑5 C7 P.R.C. STA 13+89.09, 15.09 LT. STA 14+36.92 35244 © 10.00' P.C.C. STA 13+96.43, 18.00 LT. STA 14+44.62 35255 7 7.71' E.C. STA. 14+49.59. 18.00 LT. .STA 14+94.60 35290 B21' 4.35' 4701'37' +2214, 15.00 RT. STA 10+59.95 351.60 9❑ 10'0996" EG STA10+29.2& 18.00 RL S.A. 10+67.91 351.67 10 C73 B.C. STA. 12+57.13, 18.00 RL STA 12+95.76 35225 11 300.00' P.R.C. STA. 12+64.27, 15.00 RL STA. 13+03.71 35220 12 14.95' P.R.C. STA. 13+77.49, 14.92 RT. STA 14+20.67 35232 13 32.88' P.C.C. STA, 13+84.45, MOO RT. STA 14+28.86 35244 14 1592'27' E.C. STA 14+49.59, MOO RT. STA 14+97.91 35291 15 UNIT BOUNDARY STA 14+80.39, 18.00 RL STA 15+28.71 353.13 16 I UNIT BOUNDARY STA. 14+80.39, 18.00 LT. STA 15+25.40 353.12 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 80.00' 175.80 156.69' 125'54'24" C2 37.00' 12.86' 6.50' 1955'11" C3 25.00 39.27' 25.00' 90'00'00' C5 25.00' 4280 28.80' 9895'15 C6 25.00 36.52' 22.39' 83'41'48' C7 10.00' 7.95' 4.20' 45'34'23° CB 10.00' 8.18' 4.34' 4653'13' C9 10.00' 7.71' 4.06, 4499'16' CIO 10.00' B21' 4.35' 4701'37' C11 28200' 49.99 25.05 10'0996" C12 10.00' .7.73' 4.07 441717' C73 318.00' 69.05' 34.66'1226'31' m C14 300.00' 126.18' 64.04' 2495'56' C15 43.00' 14.95' 7.55' 99'55'11" C16 288.00' 65.48' 32.88' 150P37' C17 31200' 81.90' 1 41AW 1592'27' STATION TABLE STA. "A': STA. 13+23.41 C.L HARBOROUGH DRIVE C.L. STA. 16+27.46 C.L. DEI.AMERE STREET C.L.- SCALE: 1" = 40' e 40' 20' O' 40' 80' Know what's below. Gale before you dig. 1.1-7300 Ph 3 CITY RECORDS NO: �m a N I„ O - Z z V . :E.N6 rn o a m Q V o 0 Z m U K a Z 0 Q J w U LIMO W ip m N fY w m m " m 97 R tt � z N J 6 1 ($ Z F� � o m m 0 rn v ~ Z � Q CL d Z H� V _ C-3 s �I_ co 0 00 � U m C) �3sW2 sW Q� rCC I w I m e LL 0 1 5. SIDE- WALK EXPANSION JOINT AT SIDEWALKS. --� CONCRETE WALK, WHERE OCCURS. N RQIEL CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE Q DETAIL 6" CONCRETE CURB N.T.S 60' RIGHT OF WAY 12' 18' 1 18' 12' KING w tnrvt r' LANE w PARKING LANDSCAPE SIDE -Le DETAIL A DO NOT HAVE TO BE THE. SAME. CASE A 8. COUNTER SLOPES OF ADJOINING GLITTERS AND W ROAD SURFACES IMMEDIATELY ADJACENT TO AND z WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT AREA WALK 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK OF SIDEW/ I WARNING SURFACE THAT EXTENDS THE FULL WIDTH PLATFORM (LANDING) AS SHOWN IN CASE A. THE AND 3' DEEP STARTING FROM THE BACK OF THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0" WIDE DETECTABLE WARNING v SURFACE MAY BE USED ON A 4'-2" WIDE CURB m RAMP. DETECTABLE WARNING SURFACES SHALL 3. WHEN RAMP IS LOCATED IN CENTER OF CURB CONFORM TO THE REQUIREMENTS IN THE STANDARD RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. a i.5% MIN. l 1.6% MIN. 4. AS SITE CONDITIONS DICTATE, THE RETAINING O CURB SIDE AND THE FLARED SIDE OF THE CASE G °° a w w I:A:mewl 5. IF LOCATED ON A CURVE, THE SIDES OF THE THE CURB RAMP WILL BE RELOCATED OR ADJUSTED RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM LRE L-0.20' A.C. PAVING 0.46 AGG. BASE 0.50' COMPACTED SUBGRADE 0 95% REL DENSITY. STREET SECTION rA1 SCALE. -l"=10' (PRIVATE STREET) WMSP EXHIBIT 4-19 TT=4.5 R=44 6' WIND CENTERUNE STORM DRAIN W /#--CFNTERUNE STORM DRAIN UP CURB AND GUTTER LANDSCAPE SIDEWALK TYPICAL CATCH BASIN LOCATION AT CURB RETURN N. T. S. NOTES: THIS SHEET) DETAIL "2" TYPICAL CORNER N.T.S. LOT SIDE 5 SIDEWALK/ -PA RR -10' R=10-10' M O © P.A. F.L. _ �(j PRIVATE STREET - - DETAIL "3" TYPICAL BULGE N.T.S. SIDEWALK 1.5% CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, CUTTERS, AND STREETS INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL MAX BARRINGTON POLE DETAIL A DO NOT HAVE TO BE THE. SAME. CASE A 8. COUNTER SLOPES OF ADJOINING GLITTERS AND THROUGH CASE G CURB RAMPS ALSO MAY BE USED ROAD SURFACES IMMEDIATELY ADJACENT TO AND FRONT ED WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT <. m P 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK OF SIDEW/ IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" WARNING SURFACE THAT EXTENDS THE FULL WIDTH PLATFORM (LANDING) AS SHOWN IN CASE A. THE AND 3' DEEP STARTING FROM THE BACK OF THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0" WIDE DETECTABLE WARNING v SURFACE MAY BE USED ON A 4'-2" WIDE CURB Z RAMP. DETECTABLE WARNING SURFACES SHALL 3. WHEN RAMP IS LOCATED IN CENTER OF CURB CONFORM TO THE REQUIREMENTS IN THE STANDARD RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. SIMILAR. TO THAT SHOWN FOR DETAIL B. 10. SIDEWALK AND RAMP THICKNESS, "T". SHALL BE 4. AS SITE CONDITIONS DICTATE, THE RETAINING 3.5" MINIMUM. CURB SIDE AND THE FLARED SIDE OF THE CASE G °° RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL POSITION. OTHER UTIUTY FACILITIES WITHIN THE BOUNDARIES OF 5. IF LOCATED ON A CURVE, THE SIDES OF THE THE CURB RAMP WILL BE RELOCATED OR ADJUSTED RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM LRE WIDTH OF THE RAMP SHALL BE 4'-2' CONJUNCTION WITH, CURB RAMP CONSTRUCTION. O Z Z m U d 000xx°°0^°iO 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY BE CUT TO ALLOW REMOVAL OF UTIUTY COVERS FROM A MAXIMUM. OF 9% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO a O°000wo TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. w 000 OW- ( -N W N ow 'm W m B 4-2- MINA SEE NOTE 9 A CASE A CASE F GUTTER ;FLOWUNE TOP OF RAMP 4!_2" MIN ROUNDED�1.5% MAX7.5% MAX NOTE 8 SECTION A -A 1.67'N CENT TO 2.3 ' Q CENTER TOP"� -' F" CENTER O O � TOP DIA SPACING RAISED TRUNCATED BA E GAO�� DOME PATTERN (IN-LINE) DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 10) CURB RAMP - DETAIL "5" IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. ABBA SCALE: NONE NOTE: • CASE "A' CURB RAMPS TO BE USED ON COLLECTORS AND ARTERIALS. • CASE "F" CURB RAMPS TO BE USED ON ALL LOCAL STREETS. 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH 7. THE ADJACENT SURFACES AT TRANSITIONS AT CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, CUTTERS, AND STREETS INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL A AND B. THE CASE OF CURB RAMPS USED IN BARRINGTON POLE DETAIL A DO NOT HAVE TO BE THE. SAME. CASE A 8. COUNTER SLOPES OF ADJOINING GLITTERS AND THROUGH CASE G CURB RAMPS ALSO MAY BE USED ROAD SURFACES IMMEDIATELY ADJACENT TO AND AT MID BLOCK LOCATIONS, AS SITE CONDITIONS WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT DICTATE. EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 9. CURB RAMPS SHALL HAVE A DETECTABLE IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" WARNING SURFACE THAT EXTENDS THE FULL WIDTH PLATFORM (LANDING) AS SHOWN IN CASE A. THE AND 3' DEEP STARTING FROM THE BACK OF THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0" WIDE DETECTABLE WARNING CASE B, OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" WIDE CURB Z RAMP. DETECTABLE WARNING SURFACES SHALL 3. WHEN RAMP IS LOCATED IN CENTER OF CURB CONFORM TO THE REQUIREMENTS IN THE STANDARD RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. SIMILAR. TO THAT SHOWN FOR DETAIL B. 10. SIDEWALK AND RAMP THICKNESS, "T". SHALL BE 4. AS SITE CONDITIONS DICTATE, THE RETAINING 3.5" MINIMUM. CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL POSITION. OTHER UTIUTY FACILITIES WITHIN THE BOUNDARIES OF 5. IF LOCATED ON A CURVE, THE SIDES OF THE THE CURB RAMP WILL BE RELOCATED OR ADJUSTED RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM TO GRADE BY THE OWNER PRIOR TO, OR IN WIDTH OF THE RAMP SHALL BE 4'-2' CONJUNCTION WITH, CURB RAMP CONSTRUCTION. O Z Z m U d 12 DETECTABLE WARNING SURFACES MAY HAVE TO 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY BE CUT TO ALLOW REMOVAL OF UTIUTY COVERS FROM A MAXIMUM. OF 9% AT CURB TO CONFORM WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO AND DEPTH. TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. w 000 E LK im CONSTRUCTION NOTES: CONSTRUCT TWE "B' CURB & GUTTER PER C.O.B. SID ST -1 2 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER CO.B. STD ST -6 3 INSTALL STREET SIGH PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010. REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "5" ON SHEET 5. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1' ON SHEET 5. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 5. O7 INSTALL TWE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W31(CA) SIGN NTH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2' ON SHEET 5. O CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3 ON SHEET 5. 10 EXISTING 24" SO. GAL GAS PIPELINE TO BE PROTECTED IN PLACE SEE SOUTHERN CALIFORNIA GAS COMPANY NOTES ON SHEET 1. 11 FUTURE IMPROVEMENTS TO BE APPROVED AND CONSTRUCTED WITH FUTURE OFFSITE PLANS PER AGREEMENT WITH CITY OF BAKERSFIELD 2- PROPOSED A. C. PAVING SEE STREET CROSS SECTION 6' 21, 0.50' TYPE "A" CONC.J 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL "4" PARKING AREA FLOWLINE N. T. S. SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE I LIGHT POST FIXTURE STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN 5914FP14 A850SRLED NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. 6" CONCRETE CURB SEE DETAIL 1 30" OTi6a SLAB C.O.B. ST -14 T§' x 18" x 3" a HOR BOLTS (4) 16'x 18'x3" X ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE STREET LIGHT - DETAIL "6" SCALE: NONE ® 0 Know what's below. Call before you dig. 1.1-7300 Ph 3 CITY RECORDS NO: ■ e s Rm z w Z V :E'd 0 M M a N m � 0 m O O O Z Z m U d U Z W 1 Q J 9+ k o U w 000 w co OW- ( -N W N 'm W m B CIE) N x N V M . � �i yU U O z dip m J" a U Z � J �--� G- cC5 Z m J pLU F -r IR co m $ Z Z 00 ��U v LU W co O LU W LUW � F GCS > 7 c $ CL c 3 W L0 W m U. 0