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HomeMy WebLinkAbout1.1-7245 Record DrawingTRAFFIC GI E , CITY OF BAKERSFIELD D 6111A yu . a -z ASSISTANT Ply LIQ WORKS DIRECTOR, CITY OF BAKERSFIELD DA BENCHMARK USED, - TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION d 354.13 #0 m WWI T.Al ,!. 01m F� CENTERLINETHE BEARING OF N 00*57'45" E ALONG THE AS SHOWN �, ON PARCEL A Y ! 11838 �It BOOK 57 OF PARCEL MAPS AT PAGE 1+ IN THE OFFICE OF THE *N COUNTY RECORDER SHOWN HEREON. LEGALDESCRIPTION: A PORTION OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DI BLO BASE AND MERIDIAN, IN THE CITY OF DAKERSFIELD, COUNTY OF KERN, STATE OFC LIFORNIA. LII I I I I w� I �� �- 16 J L—�., , sTocKDALE "1 TR -6223 - �; TR -6001 "C" u) u �� `a HIGH L_J W; SC. OOL LOT 1 1 1 PM No. PARCEL 4LLA No. 1 1 11861 P.M. 12100 z y P.M. 12100 P.M. 12100 12-0351 h PARCEL 11 PARCEL 21 PARCEL 3 1 --- P.M. "12100 _P.M. SHEET INDEX NUMBER PARCEL 11 DIRECTION OF DRAINAGE P.M. 12100 MUiRLAN� (iS J' 5800 LUMEN STREET LIGHT � ~~ CATCH BASIN w/NUMBER Aq PARCEL 10 PROPOSED STREET NAME SIGN P.M. 12100 PARCEL 13 P.M. 12100 PARCEL 12 P.M. 12100 LOT 1 LLLA No. -4861 13-0176 REMAINDER OFPARCEL 00 OF P M.W. 08-1182 PROJECT ISI TE VTPM 11838 w ewi VTPM 11838 O < ' SSS J — LOT 4 LLA No. TR -5186 12-01331` I 3OLTR-0-USE- T y T MING SPECIFIC PLAIN AREA v I c 11\11 T"T' M AR NO SCALE RECORD DRAWING BY- FRED W. POTER, RCE 33441.8 EXP, DATE KEY MAP LEGEND C XD SHEET INDEX NUMBER --- DIRECTION OF DRAINAGE d CONCRETE MONUMENT ECR--- 5800 LUMEN STREET LIGHT ,B, CB# 12 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN + EXISTING STREET NAME SIGN PIVC— MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. PRIVATE RESIDENTIAL LANES 0.20' A.C./0.40' A.B. (PRIVATE RESIDENTIAL LANES) 6" CURB AND GUTTER 6" CURB ONLY (PRIVATE RESIDENTIAL LANES) STREET LIGHTS (5800 LUMEN)* SAWCUT "EXCLUDES PRIVATE RESIDENTIAL LANE DRIVEWAYS CL— CENTERLINE DWY— DRIVEWAY FL-- FLOWLINE BCR— BEGIN CURB RETURN ECR--- END CURB RETURN PI--- POINT OF INTERSECTION EC— END CURVE BC-- BEGIN CURVE PIVC— POINT OF INTERSECTION VERTICAL CURVE POVC-- POINT ON VERTICAL CURVE BVC— BEGIN VERTICAL CURVE EVC-- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE PCC— POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB-- GRADE BREAK HP— HIGH POINT i UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA {�, r, � 'OAR Y,tj �F DIAL TOLL FREE 1-800-221-2600 AT LEAST TWO DAYS BEFORE YOU DIG 0 nLu U 0 w rii W 0 W 0 CL Lu Q w w z Lu M w z d z p w m 3 l z Lu wz0w`LLJ�LU C) 1a� Q � O 0 w cGa 00w<_w(7 QOn.�htijo <6fo i Z r� (}< m Z w w U5 M Z 0 ww7- zmwo;x C'`) p 01) L Li :N4 UJ (D WHITE LANE o0S<Cdu,OZE Z c0 z 0 � rn.� __ O O -- _.w v Y ^ UJ ._.a u _, .a .., _ u -_ - ---"-= _.. - - -._ .- - - - - _._ - — — z 0. �`Lu U) Ll CG _ Z Q tom!) CN r� _ — — — uJ II I I I I I I I I I \ I I I I I Qm wr¢ �`�`-' v-1 wCD - TENTATIVE ( II'I II u — 0 m � Lu i !III !I I I I iRACT 7254 I I` \ I I I I I I ! ! i I V) w J � U 0 Z 0 W Ip 11 A mu)�<eUw(n�o I---� ---� -� L- I --1 --� 'lel a<Lu_�Lu s= --r ) ®a ��wui M�L,� I `� -�-� TENTATIVE I I I /f/ / wo,2�crwIuj w`�z I I TRACT 72461 I I 0"j>`�dt-�' _�,_ uj co OUZ ca I— T_ 1— 1_ _ _(_ I— —�1'� II IIII I I I I I I I %� T-aCL ZZD F-«� �X ; I1 1 1 it 1 — TENTATIVE _ \ I J-1_ — 1 1 1 __7 U \� ' 11 111 �� TRACT 7254 T I f— — S 0 ljj Lf.. G Z 0 r� m a.j w W -_ � -j °ty< LL ry ._ LL , 0 TEN TATI VE / TRACT 7247 E zi 2 o \ \ / / / / ' . 11"7 3 e TENTATIVE TRACT 7246 i TENTATIVE I I ! I \� f TRACT 7246 I \ FUTURE X/ Il \� COMMUNITY �— / 7 FUTURE \�\�, CENTER / \ / T` /(( ! ! �/ T /CL PARK SITE \� riY / / / TENTATIVE TRACT 7247 i TL0 12 LJJ UJ 13 14Lu 16 18 / 1s f .�/ / �/ / 7� TENTATIVE+ I 20 ! TRACT 7248 21 22/ Lij 24 25 / )' LL /� ��� �\ / / �• y 26 i I TENTATIVE,o � 27 28 29 ,1 _ —� I_ I TRACT 7285` / %! / / y r�, 30 31 32 , ! - / 33 34 35 36 3 / / 11 I / / / / T•, /�� < / /� — - _ —I _Lli CAMPUS PAtZK�ui _ DRIVE -T \ S Ln ZO :2 ijj T Qui // // / LL Al TENTATIVE TRACT 7288 E i INE E TATE V) THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER z / O MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF / `� �\ / U) COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF -- THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, // / \ �� � U OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS // I � ,' DATE 1/15/2015 / FSA JOB No. 2750H OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE / CORRECTED AND ALL SUCH CORRECTIONS SHALL BE REFLECTED ON REVISED OR AS—BUILT PLANS TO BE SUBMITTED TO THE CITY ENGINEER. SHEET 0 Q. Ln K"EY iMiAP SCALE: 1'=200' �OF 5 SHEETS ,.- GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY Of BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS Al THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRIT -TEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TC AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR "THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK, 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NiO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNE OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOI JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION! WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS ANC SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB STREET IP V E T NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "F'" VALUE OF -THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 25' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTE TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDl OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AN CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINEC BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU, YD, CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT 11 ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS N12G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 16, CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER TH FIRE DEPARTMENT REQUIREMENTS. COB ASPHALI . CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL_ CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION .39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY 'THE SAME AS WHEN -THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED 'TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANLIER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL. CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE, THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER, 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION WIDE CROSS -GUTTER ST -1 CURB AND GUTTER (TYPE "A","B" AND "C") ❑ ST -2 COMMERCIAL DRIVEWAY j� ST -3 SIDEWALK ❑ ST -4 RESIDENCE DRIVEWAY ® ST -5 HOUSE NUMBER FOR CURBS -21 ST -6 DATED 1/11/99 PAVEMENT PATCHES ❑ ST -7 CROSS -GUTTERS ❑ ST -8 26 INCH PART CIRCLE CULVERT ❑ ST -9 STREET SPECIFICATIONS DRAINAGE BASIN ST -10 STREET SECTIONS ❑ ST --10A STREET SECTIONS D-15 ST -11 STREET CROSS SECTIONS ❑ ST -12 ALLEY CROSS SECTION ❑ ST -13 SURVEY MONUMENT -4 ST -14 "STREET LIGHT, MAST ARM TYPE ❑ ST -15 CUL-DE-SACS ❑ ST -16 STREET KNUCKLE "FIBERGLASS STREET LIGHTS NOT ALLOWED CITY STD. NO. DESCRIPTION LTANS STANDARD PLANS 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN ►1 RSP •:A CURB RAMP DETAILS ALL PRIVATE STREETS TO BE PRIVATELY INSPECTED SHALL BE ALLOWED NO MORE THAT .. TOLERANCEO SPECIFIED ASPHALT CONCRETE A.. PAVEMENT NOT MEETING THE SPECIFIED TOLERANCE r s D AND REPAVED TO SPECIFIED THICKNESS. RECORD DRMING tj4Y-- IFRPORTER, RCE 33448 EXR NOTE: THIS DETAIL IS FOR REFERENCE ONLY, CONTRACTOR SHALL FOLLOW AND MEET ALL A.D.A. STANDARDS AS SHOWN ON CALTRANS STD. PLAN RSP A88A. t m \ S e � I I 1i 3'-8"-- VARIES � ° � ���LF i L i Lo �7.s Id9 ° �qa k xx yff e0 O� LF,p��� �J 2�1 I ti 2Q1 1, 1 �fi�G SFT � ECR m{9� yyJ��F °° i ---------------------------------- � � I 5' t TYPICAL WHEELCHAIR RAMP DETAIL SCALE: 1"= 5'-0" R=1/2"- 6 --1 1/2" A.C. PAVEMENT SLOPE VARIES U ST -17 WIDE CROSS -GUTTER ❑ ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") ❑ ST -19 HANDICAP RAMPS ❑ ST -20 PRIVATE STREET GATES ❑ ST -21 REFUSE CONTAINER PAD Z ST -22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION REQUIREMENTS ❑ D-10 4= < i LL, SIDEWALK UNDERDRAIN ❑ D-11 z DRAINAGE BASIN ❑ D-14 w co CATCH -BASIN, TYPE "A" ❑ D-15 Z 41)G CATCH -BASIN, TYPE "A-1" ❑ D-16 LuW in GUTTER DEPRESSIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS CL T-1 STREET SIGN, POST TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION T-12 MINIMUM ACCESS DESIGN ❑ T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT - WIRING t=-F--0ai=-o®Ir¢D AND PULL BOXES LTANS STANDARD PLANS 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN ►1 RSP •:A CURB RAMP DETAILS ALL PRIVATE STREETS TO BE PRIVATELY INSPECTED SHALL BE ALLOWED NO MORE THAT .. TOLERANCEO SPECIFIED ASPHALT CONCRETE A.. PAVEMENT NOT MEETING THE SPECIFIED TOLERANCE r s D AND REPAVED TO SPECIFIED THICKNESS. RECORD DRMING tj4Y-- IFRPORTER, RCE 33448 EXR NOTE: THIS DETAIL IS FOR REFERENCE ONLY, CONTRACTOR SHALL FOLLOW AND MEET ALL A.D.A. STANDARDS AS SHOWN ON CALTRANS STD. PLAN RSP A88A. t m \ S e � I I 1i 3'-8"-- VARIES � ° � ���LF i L i Lo �7.s Id9 ° �qa k xx yff e0 O� LF,p��� �J 2�1 I ti 2Q1 1, 1 �fi�G SFT � ECR m{9� yyJ��F °° i ---------------------------------- � � I 5' t TYPICAL WHEELCHAIR RAMP DETAIL SCALE: 1"= 5'-0" R=1/2"- 6 --1 1/2" A.C. PAVEMENT SLOPE VARIES U Li -LL p0Uw0cn 0 J zwQ �; LT Z' (y) Lu ��o��woa cy) �(=< LLIwQ� tti CD U)LrOz-(n(/)U � o U) .Uj � �7 w; q, i- - . ;z w=0w=wrn��w o cr`v C.7t-r.�u� eCuo � u-� Ya o0owd�(nU co ®o0<lzL`F_Lu o�u to X z Ozmw 4= < i LL, (dn��Uvi�mzp om 25o20_0z z ww>- jovOxt=nir owQw�rYWf- i6 Cno <�=ozw,QooI-L_ w co �z-r cnr W tll t� 06 oo§Q3wozoQ Z 41)G Qi�� rQ=vo�� a v) cv LuW in n zsiE-w000 w O Q z z� CtJ ¢ Z F Z vLL x w- Q vZ ¢ VJ o w z V� Qo 0 m F- () v�owf �woww CV a' :E Q8wg5;`�6 cnws�QUzO� �- CL cai�z�t=Jww-1 fYwQoz>J c7 n = z Q g o 0 QQO > jJO(Ai.." w O w x w p >>:uj c�FOm�w mWowz�zo<co ¢I)fJ,LU a->f- ww00wzQ0>-w t=-F--0ai=-o®Ir¢D DATE BASE *TYPICALLY 6" UNLESS OTHERWISE NOTED ON PLANS . - �. i I a �yA LL N H LL a W tO w F(Dr FD CO i W Lu F g w <iw IL o a 11 DATE 1/1512015 PA JOB No. 2750H SHEET E Aft Q E i _ o Ln OF 5 SHEETS z 0 w CG DATE 1/1512015 PA JOB No. 2750H SHEET E Aft Q E i _ o Ln OF 5 SHEETS F-1 I CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT 6" CONCRETE "CURB ONLY" PER DETAIL ON SHEET 2. EM PROPOSED DRIVE APPROACHES SHALL BE DEFERRED UNTIL INDIVIDUAL LOT DEVELOPMENT (TO BE CONSTRUCTED UNDER CITY OF BAKERSFIELD BUILDING PERMIT, IF NECESSARY) FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS). T PROPERTY LINE ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. Z +z 0 LJ W MR u 0 < X :2 CL �P7 z W0 15'15'11 1VIII 5' ' m 150515 110'1; PE �U; IS , IM RNEMAS 1,, 0 (B r- -i 1 11 1210U- 1 40, 10+00.0 0 141 1 1 1 ��0 1 �SEE DETAIL B 3 L 0) w + IR 0) LODEN DRI 0 VE (SEE pM 12loo 2 3 0 + STREET PLANS) LJ Z F -- w V) -i 4 _c> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER, CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS, INSTALL "NO PARKING" TRAFFIC SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Os SEWER MANHOLE O SEWER CLEANOUT DCS STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT I mlwq�_X SEPARATE PLANS) tI PROPOSED 8 3_LOC NOTE A: VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENG NEER ,2 t li IF THERE ARE ANY DISCREPANCIES. 1 03) _cDl i ii NOTE "B" (LSY 15 14 ------- 4 NOTE B: CENTERLINE SHOWN IS FOR CONSTRUCTION/CONTROL PURPOSES ONLY, THERE WILL NOT BE PAINTED CENTERLINE STRIPING. C) to ui 00 _j u - iR R/W 30' (IMPROVEMENTS PER VTTM No. 7245 20' WIDE PRIVATE RESIDENTIAL LANE "NO PARKING" EITHER SIDE TT 7245 VA- -RIES 2 TOP OF A.C. PROFILE /ELEVATION 2 �/-- *= SLOPE VARIES FROM 1.5% TO 3.5% HORIZONTAL: 1"=40' VERTICAL: 1"=2' 39.78' 50' VERTICAL CURVE L/S AREA --- 'm TT 7246 DELTA m + 2212.00' TT ON CURVE I + < TT 0 572.93' 14'54'28" 288.09' c9 2192.00' 540.83' 2%** FINISHED PAD C4 z, 7 91-09'47" 8 SLOPE VARIES FROM 2% TO 3:1 f'\ 26.61' LIJ(.c) w- Lg,j t 06 Z LLI (yCD) 0 4- () < 3w in Z 0 Z< ow < wtLuo� 0 gi 3 > Ir 0 a L Lu U) Lu NOTE B: CENTERLINE SHOWN IS FOR CONSTRUCTION/CONTROL PURPOSES ONLY, THERE WILL NOT BE PAINTED CENTERLINE STRIPING. C) to ui 00 _j u - iR R/W 30' (IMPROVEMENTS PER VTTM No. 7245 20' WIDE PRIVATE RESIDENTIAL LANE "NO PARKING" EITHER SIDE TT 7245 VA- -RIES 2 TOP OF A.C. PROFILE /ELEVATION 2 �/-- *= SLOPE VARIES FROM 1.5% TO 3.5% HORIZONTAL: 1"=40' VERTICAL: 1"=2' .................. I ............ I ............. ................. ** .......... ............. *-- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 S UTH TOP OF A.C. PROFILE z PROPOSED BLOCK WALL TO BE MAINTAINED BY H.O.A. 10, — 39.78' 50' VERTICAL CURVE L/S AREA --- 'm TT 7246 DELTA m Cl 2212.00' TT ON CURVE I I < TT I 572.93' 14'54'28" 288.09' C3 2192.00' 540.83' 2%** FINISHED PAD C4 z, 39.78' 91-09'47" 25.51' SLOPE VARIES FROM 2% TO 3:1 f'\ 26.61' LIJ(.c) w- Lg,j t 06 Z LLI (yCD) q z 0 < F_ 0 0 — 4- () < 3w in Z 0 Z< ow < wtLuo� 0 gi 3 > Ir 0 a L Lu U) Lu w < Z Z U 1 1) t Z< LLJ < LD m to ED PO 4- to 00 m Ln 0 0 a- 0 n uj g Q U) W a: D Z z_0=2u)wxcr ro 0 0 353............. of,, 00Ln u') F-: W<Li LE Z>cqm 1U3 Li ff') M Lu C) LLJ Z � -§0*10 < ct� L. 0 0- F- . . . W LLJ C) C) w z i� (/) >- (1) ==(j)w=0 LIJZ:D + u') 04 ;: 0: WEST TOP OF A.C. PROFILE �2 z ON CURVE -1 357. ... x .. ... . ....... __j U- �t 4 LO LO PO -j L LO ........ .............. . ...... . n to ....... ............................... < ro ............ ... 357 ............ ...... ......... ......... W ..... (D U- ...... ......................... 355 EZIS1111IG GROUND PROFIZE'A T CEIVICRIINE- LL-: . Ld 01 U- 353:........... ...... ...... . 4. -353 A _Pfs6w . . . ROOLINE'PROFILE" __ . . . . . . . . . . . 0 SEE- N*OTE-'*A-" -ABOVE . . . . 10+00 11+00 EAST FLOWLINE PROFILE + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 OMW R OK INE PROFILE -355 355 . . . . . . . . . . . . . . . . . . . . . . . . ....... ........................................ tA_ +0.25% -6-25/Qlo­ .0,2% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _1VG 6 ZlIS71 ROUNO Ic'ROFIZ E A I CEIV ICR� 11VE . . . . . —Q. 70% . . . . . . . 353*... ............. SEE NOTE "A" ABOVE. .................... ................... ...................................................... I ........... 353 ........................................ 10+00 11+00 ........................... 12+00 13+00 ................................ 14+00 15+00 ................ 16+00 50' VERTICAL CURVE NORTH FLOWLINE PROFILE ON C83' - RVE I uz Q� UJ 11 CK mu (D (m 00 > (0 >> 0) to u :�_ 0) to m 0 l__: a- V-5 t- 00 Fum Ki L0 C5 m L6 a: 0 CL 6 n Ul r- cl u') 0 u') '7 uj LO W to + + 04 Fo + Z + �2 inO + _j z 357. x Lreo-) `uroDi 357 CD ..... .............. .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . 4z c�I? u� Li U_ 0 Lo + 1- co + gm ........ .. ....... ....... ... ....................... 70 F -PA- . . . . . 'F0 . . . . . . . . . u 2, u . . . . . . _j . iLl . 355' .... .... ...... . .. .. ........... ................. U- ...... 355 0. 70 A- EXIS RNGGRO' UND l,�'OFk� AT CENTERLINE 13% ....................... 'ABOVE' ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEE NOTE A" 353...... ........................... I .............. ................................................ .................... 353 .................. I ............ I ............. ................. ** .......... ............. *-- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 S UTH TOP OF A.C. PROFILE z PROPOSED BLOCK WALL TO BE MAINTAINED BY H.O.A. 10, — >_ U- L/S AREA --- 'm TT 7246 DELTA m Cl 2212.00' TT 7247 253.37' < TT 7248 572.93' 14'54'28" 288.09' C3 2192.00' 540.83' 2%** FINISHED PAD C4 z, 39.78' 91-09'47" 25.51' SLOPE VARIES FROM 2% TO 3:1 (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET TO BE MAINTAINED BY H.O.A. PER "WMSP" EXHIBIT SIMILAR 4-14 & 4-15 TYPICAL 20' WIDE ALLEY WMSP PRIVATE RESIDENTIAL LANE lillrolka 0 WINDERMERE STREET "T LO (SEE PM 12100 <,? STREET PLANS) 17' 37' 1 37' 1.71 37' 29' Iia 1F - II 10-t-uu.uu II I 2% mTX-. L --t I II 25' 29' I -JI -29' --tj 1'�{ EXISTING imp OVEM NTS I ER' PM 12100 TR ,ET PLANS i L a SEE NOTE "B" iR A z 00 a 04 30' 2(Y 0 10' p Ls N 11+48.00 2% MAX. CROSS—SLOPE IN V—GUTTER WING FUTURE COMMUNITY CENTER HORIZONTAL: 1"=40' VERTICAL: 1"=2' — — — — — — — — — — — — — — — — — — — — — --- d kv I 11 10+0000 r MA�,q CONSTRUCT WHEELCHAIR RAMP PER i CALTRANS REVISED STANDARD PLAN L A88A �ASE "A" 2ziu .98 L 13 % I -- — — — — — — — — — — — — — — — — — — — — — rB-""\AREA DETAIL SCALE" 1"= 20' CURVE TABLE U- CURVE RADIUS LENGTH DELTA TANGENT Cl 2212.00' 504.53' 13'04'07" 253.37' C2 2202.00' 572.93' 14'54'28" 288.09' C3 2192.00' 540.83' 14*08'11" 271.80' C4 25.00' 39.78' 91-09'47" 25.51' C5 U) d �_, Lu =nom Lu >- > 0 IZO U) a-, f'\ 26.61' — — — — — — — — — — — — — — — — — — — — — --- d kv I 11 10+0000 r MA�,q CONSTRUCT WHEELCHAIR RAMP PER i CALTRANS REVISED STANDARD PLAN L A88A �ASE "A" 2ziu .98 L 13 % I -- — — — — — — — — — — — — — — — — — — — — — rB-""\AREA DETAIL SCALE" 1"= 20' (39.54') U- 0_5 zw _w f4l-- z C) ww mw Er p ow 0 na<tzUFzrrWo w _-i z 0-) Lo > U)0z 6 C) 0 Z w 0 ILU z E ce z uj 2 c\j 357 <0 uj (y? z 5 u- 0 0 w cl)w Co > w (D a00— (D < z . . . . . . . . . . . . . . . C6 . . . . . . . 0 F- I W Z 0 F- w �ZO-Z3:02>-w U) C x 0 0 o < 00 c) -, Ow 06 < (6 wul Lu ') cj c- z , ) 3�: �� 690t%20�10- U) 0 2 3: p 0- U) d �_, Lu =nom Lu >- > 0 IZO U) a-, f'\ w < C) 8 LIJ(.c) w- Lg,j t 06 Z LLI (yCD) q z 0 < F_ 0 0 — 4- () < 3w in Z 0 Z< ow < wtLuo� 0 gi 3 > Ir 0 a L Lu U) Lu w < Z Z U 1 1) t Z< LLJ < LD QD uj LL 3: 0z Z C) C) 0- WaLEL WL CFJ5 0Lj 0 cf) w CD r, ;�, Z < L, Lz 0— z g Q U) W a: D Z z_0=2u)wxcr ZF0-m>g_jQ w avD�: 353............. < > < . LL, 0. F-: W<Li LE Z>cqm 1U3 Q 5 z z fr LIJ M Lu C) LLJ Z � -§0*10 < ct� L. 0 0- F- . . . W LLJ C) C) w z i� (/) >- (1) ==(j)w=0 LIJZ:D F- F- E CL �- 0 0 W < 23 — — — — — — — — — — — — — — — — — — — — — --- d kv I 11 10+0000 r MA�,q CONSTRUCT WHEELCHAIR RAMP PER i CALTRANS REVISED STANDARD PLAN L A88A �ASE "A" 2ziu .98 L 13 % I -- — — — — — — — — — — — — — — — — — — — — — rB-""\AREA DETAIL SCALE" 1"= 20' a NO U) (39.54') z ON CURVE Q UJ 0) 0—F--: 1­� I- U-) n cR c� Lli LL m It 14 - CN F-- C,i LO w u') U.) :D Lb 357 zz x.... to < < 357 .............. . . . . . . . . . . . . . . . C6 . . . . . . . WWFw LO r1l 04 c� N I - 0 L LJ C.) w n 0 . C14 + + . . . . . . . . . . . ff'.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f'\ + T 355;............. ...... ............... ......... 355 �_//5/7/1/0 GROUND PROI-IZE.• AT CL'_1VTCRZ1M_-,\ +2.48% LIU .0 Or PA WWT PR661f 353............. ......................... 353 SEE NOTE "'A" ABOVE (-:0:60%)06 . . . . . . . . . . . . . . . . . . (7+_ -.0 Q �) . . . . . . . . . . . . . . . . . . . . 10+00 11+00 0: WEST TOP OF A.C. PROFILE ON CURVE -1 ry cr C) 00 uo m c� w`4: N CNF-: LQ L0 LO 1p.j 357.......... uj Lf) .....+ ............... ..... 357 < 0 z ............ ...... ......... ......... W ..... 355............ ...... ......................... 355 EZIS1111IG GROUND PROFIZE'A T CEIVICRIINE- . Ld 01 353:........... ...... ...... . 4. -353 A _Pfs6w . . . ROOLINE'PROFILE" __ . . . . . . . . . . . 0 SEE- N*OTE-'*A-" -ABOVE . . . . 10+00 11+00 EAST FLOWLINE PROFILE a NO U) z I V< Q - Lli LL 0 LL, WWFw 0 L LJ C.) w n 0 V) F_ LL g �; ui a NO U) z Q - S2 DATE 1/15/2015 PA JOB No. 13-2750H E SHEET IV T 0 Ln OF 5 SHEETS A\ I Ef] CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG, ST -1. CONSTRUCT 6" CONCRETE "CURB ONLY" PER DETAIL ON SHEET 2. PROPOSED DRIVE APPROACHES SHALL BE DEFERRED UNTIL INDIVIDUAL LOT DEVELOPMENT (TO BE CONSTRUCTED UNDER CITY OF BAKERSFIELD BUILDING PERMIT, IF NECESSARY) FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS). [E PROPERTY LINE ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWILINE DATA UNLESS OTHERWISE NOTED. 00 +1 0') _j I U_ NOTE A: VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE B: CENTERLINE SHOWN IS FOR CONSTRUCTION/ CONTROL PURPOSES ONLY, THERE WILL NOT BE A PAINTED CENTERLINE STRIPING. I _c> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH PROPOSED BLOCK - WALL TO BE 12 FT HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. MAINTAINED BY O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. H.O.A. + INSTALL STREET NAME SIGN PER CITY STANDARDS. INSTALL "NO PARKING" TRAFFIC SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. FINISHED PAD O SEWER MANHOLE 14/ SEWER CLEANOUT OO STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT TRACT 7247 (BY SEPARATE PLANS) SEE NOTE 11 B PROPOSED BLOCK WALL R/W R/W "R ui 5' 1 30' LENGTH DELTA TANGENT I(IMPROVEMENTS PER VTTM No, 7245 488.42' 1239'04" 245.21' C2 FUTURE L S 30WIDE PRIVATE RESIDENTIAL LANE -- I "NO COMMUNITY AREA PARKING" EITHER SIDE 13*49'17" 265.68' C4 25.00' CENTER 92*54'33" TT 7245 LOW n P 25.00' 00 WW 0, H 0 cy) Q 31.90' 0) W 00 000 27. * TOP OF A.C. PROFILE ELEVATION Tjo� —2 7. [D-\ 2%** SLOPE VARIES FROM 1.5% TO 3.5% SLOPE VARIES FROM 2% TO 3:1 (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET TO BE MAINTAINED BY H.O.A. PER "WMSP" EXHIBIT SIMILAR 4-14 & 4-15 TYPICAL 30' WIDE ALLEY 1N SP PRIVATE RESIDENTIAL LANE NOT TO SCALE an 7 — — — — — — — \ A 2. -352 B3 FL - CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" N6 - — — — — — — — — — — — — — — — — — — — — ---- rQ_"\AREA DETAIL SCALE" 1"= 20' i ����� YM 1214 p�V A \ \. u ---------- 17 @ J_ 14 15 ------ C2 13 —4- 15+1605 t I \k r7l _\` nj @ 0 2% MAX. CROSS- LOPE IN V -GUTTER WINJ z _I,III \ \ \ �i/ \ /yp� L (T / w a 24 0 + Sao -4 0 0 0 + 23 + 22 - + t 21 1-0 C 19 0) 20 (0 0 SEE DETAIL 16 + 17 18 4 03 + 0 z 71 0 w F__ CD V) C-4 5-< si + CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD, COMPACTED TO 95% MAX. DENSITY TI=4.5 R=48 CAMPUS PARK DRIVE (SEE PM 12100 u') STREET PLANS) �" � �; i i I \\- �I 16+00.00 J- --------------------------- \1 0+ 00.00 717 Z 3 3.211 6 L GB HORIZONTAL: 1"=40' CONSTRUCT WHEELCHAIR APAP PER VERTICAL: 1"=2' CALTRANS REVISED STANDARD PLAN A88A CASE "A", -- — — — — — — — — — — — — — — — — — — — — --- 011 I CURVE TABLE "R ui CURVE RADIUS LENGTH DELTA TANGENT C1 45.30 488.42' 1239'04" 245.21' C2 2202.00' 516.05' 13*25'39" 259.21' C3 2192.00' ON CURVE 13*49'17" 265.68' C4 25.00' 40.53' 92*54'33" 26.30' LOW n P 25.00' 00 WW 0, H 0 cy) Q 31.90' 0) W 00 000 Lu C�o > W cq D Lr) n ro 0 a 357.... + Z LO 0)< PO ....... 00 ..... + z 1_� Wx > 1 11 357 ............................... ......... ........ . ...... ...... ......... ...................... ........................................... ..... ..... 355 m ..... 6?'_N TZRZ ...... ......... ...... ........ wl � 0 ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 353 C). . . to . . . . . .5 C70 00 El, /5 TING GROUND PROFILE AT CfN IERZ INE -NOTE "A" ABOVE z + 10+00 355. . ................. ......... —1 WEST FLS LINE PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (p.... . S . L� ........ 355 __(11.5,1) ON CURVE t--: Ld Lq F-: 0- F�: n ......... .............................................. Ln N1 .............. Ld to _j 0 17 L0 357 .................... z < Z < n Lr) 357 353.. ........... ......... ........................ ....... ..... DESIGN ROMINE PP LE .......... .............. .................. ........ .............. ............ ............. 353 . . . . . . . r- (N . . . . . . C14 . . . . . . . . __j 355............ SEE NOTE "A" ABOVE ...................... J� .........355 10+0011+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 . . . . . . . . . 0 a- a� , a- - cn X: TH FLS LI PROFIL NORNE E 11.51 �t n Or)-, C- 0 .NOTE "A"' -353 110 00 w 00 SEE j_ N CURVE X C04' z < +4 0 Lu - Own 11+00 on EAST TOP OF A.C. PROFILE m ffi i- c� LO :D tO Li C14 U-) 357 0 z <Z + 1-6 ff) Ld x ........ ... + ............. ............. ....... ......... ...... .............................. ....................................... ......357 . . U-2 . . . . . . . . 8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a- t .. . . . .. EXISTING GROUND PROFILE AT 6'_FN1'Z_R11NE + Lu 355* ..... ...... ............................. . ....... ........ ........ ... . . . . . to ...... 355 .......... ....... - - - - - —:--:- ---------:--T---- CD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. -0-.25%....: . . . . . . . . . . . . . . . . . . . . . . . . . . . . n . . . . . .. . OF PA 6MENT 353 ....................... ...... .................. ............... ....... '353 ................................. ............................................... SEE NOTE A":ABOVE 10+00 ........... 11+00 12+00 13+00 ................... 14+00 15+00 16+00 17+00 18+00 011 I HORIZONTAL: 1"=40' VERTICAL: 1"=2' A_AREA DETAIL_L11_-11) 01 Iz KE - ON CURVE SCALE" 1"= 20' 0;� � X 1r) --, 0 00 ,t U- 0 w 0 w Iz- % Z, 0 Fx-: 0 a- ffilkia,H-,26 Ui > CD < us`ii il Z Cf) Lu ZE z 0 I_ �2 0 u- 0 � a- 0 0 W W U) 0 <0w=�-r9Twz 0 z aw ';-� 6 R - , 0 z 0 >_ ui <&0 00 z m ui Lu c 6 u J wz z 00 0 no 0 z 0 ��: w Q m U-1 3: -w p 2 - 0 a- > Y W z cn�< z 0 <z Z, z 'too �� g 0 w < z Z n.Z�wl i3w 0___ >C<f) 0 W!= z, = 0 ,ui < 0 LL aW U) 0 - 11 wm ,w Zw U- 0 - w 6 Lzu - w < uj 0 w w po _j 0 W Qz�� -, _z0. m 0w U- ui w � C<,� w 0 0 U) < 0 z '28 > w �q 1— 0 > >7uj -Z U) (9 U) < In 0mwu0Dzzww q UJ 0 UJ z co < W _j , W �_ Lu U.1 0 0 w z U) >- w =mDw=0wwzD I_ 1— 0 a- i_ 0 0 w < 2 I uj CURVE TABLE "R ui CURVE RADIUS LENGTH DELTA TANGENT C1 2212.00' 488.42' 1239'04" 245.21' C2 2202.00' 516.05' 13*25'39" 259.21' C3 2192.00' 528.77' 13*49'17" 265.68' C4 25.00' 40.53' 92*54'33" 26.30' C5 25.00' 45.30' 103-49'12" 31.90' HORIZONTAL: 1"=40' VERTICAL: 1"=2' A_AREA DETAIL_L11_-11) 01 Iz KE - ON CURVE SCALE" 1"= 20' 0;� � X 1r) --, 0 00 ,t U- 0 w 0 w Iz- % Z, 0 Fx-: 0 a- ffilkia,H-,26 Ui > CD < us`ii il Z Cf) Lu ZE z 0 I_ �2 0 u- 0 � a- 0 0 W W U) 0 <0w=�-r9Twz 0 z aw ';-� 6 R - , 0 z 0 >_ ui <&0 00 z m ui Lu c 6 u J wz z 00 0 no 0 z 0 ��: w Q m U-1 3: -w p 2 - 0 a- > Y W z cn�< z 0 <z Z, z 'too �� g 0 w < z Z n.Z�wl i3w 0___ >C<f) 0 W!= z, = 0 ,ui < 0 LL aW U) 0 - 11 wm ,w Zw U- 0 - w 6 Lzu - w < uj 0 w w po _j 0 W Qz�� -, _z0. m 0w U- ui w � C<,� w 0 0 U) < 0 z '28 > w �q 1— 0 > >7uj -Z U) (9 U) < In 0mwu0Dzzww q UJ 0 UJ z co < W _j , W �_ Lu U.1 0 0 w z U) >- w =mDw=0wwzD I_ 1— 0 a- i_ 0 0 w < 2 I uj u. DATE E 1/15/2015 PAJ( PA JOB No. 13-2750H SHEET Q) CL E I T_ o Ln OF 5 SHEETS 0 m "R ui o U) z 2 0 5; LLJ N 357............ Ln .....+ 0 ry IL iw LLJ 0 LL w M CL Z 0 Z W Z w Lu ILL > W LL _1 0 a < Lr - 'L < u. DATE E 1/15/2015 PAJ( PA JOB No. 13-2750H SHEET Q) CL E I T_ o Ln OF 5 SHEETS 0 m "R ui o U) z 2 0 5; LLJ 357............ Ln .....+ ................. . . . . . 357 0 z z. ............ ...... ....... ....... 00 ..... 0 355 ...... 355 EXISTING 00010 PROFILE AT ..... 6?'_N TZRZ ...... ......... ...... ........ wl ............. ............. 5$% . R OKINE PRORE 353 ..... * ....... . . . . . . . . . . . . . . . . . . . . . 353 .5 C70 SEE -NOTE "A" ABOVE 10+00 11+00 WEST FLS LINE PROFILE __(11.5,1) ON CURVE t--: Ld Lq F-: 0- F�: n mCO Ln cd 0 Ln N1 _j 0 Ld to _j 0 17 L0 357 4 ul z < Z < n Lr) 357 ........... ...... ............ fl- O� ..00 q .... ... . . . . . . . r- (N . . . . . . C14 . . . . . . . . __j 355............ ...................... .........355 EXISTING GROUND PROFILE AT CZNTEi?LINE . . . . . . . . . . . . . . . . . . TOP- OF FA 6MENT PRORL-f 353 ...... .NOTE "A"' -353 SEE AB6vL' ............................................. 10+00 11+00 EAST TOP OF A.C. PROFILE u. DATE E 1/15/2015 PAJ( PA JOB No. 13-2750H SHEET Q) CL E I T_ o Ln OF 5 SHEETS U) z 2 0 5; LLJ u. DATE E 1/15/2015 PAJ( PA JOB No. 13-2750H SHEET Q) CL E I T_ o Ln OF 5 SHEETS 510 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD, DWG. ST -1. CONSTRUCT 6" CONCRETE "CURB ONLY" PER DETAIL ON SHEET 2. PROPOSED DRIVE APPROACHES SHALL BE DEFERRED UNTIL INDIVIDUAL LOT DEVELOPMENT (TO BE CONSTRUCTED UNDER CITY OF BAKERSFIELD BUILDING PERMIT, IF NECESSARY) FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS). T PROPERTY LINE ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. I(J �U1F- 000 00Quj 1 16 14 14' 16-11`51l¢ ii5s5,16'1 I F- j _ I EXISTING IM�ROVE) ANTS j + i PE PM11100 PLN$ 1 - �J III, 1 00 + I C4 y CSL— ----------------- 49 SEE DETAIL A �1 z PAR (S ` OI 0 � Do-� PM7�1J S7�E � w PLAN) � co Z (DV) ,q T< 11K) w 00 t�) i J,j+ �y 00 F�- � 4 ?o_ NOTE A: VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE B: CENTERLINE SHOWN IS FOR CONSTRUCTION/ CONTROL PURPOSES ONLY, THERE WILL NOT BE A PAINTED CENTERLINE STRIPING. INSTALL HOL OPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. �-- INSTALL "NO PARKING" TRAFFIC SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Os SEWER MANHOLE © SEWER CLEANOUT O STORM DRAIN MANHOLE RIGHT-OF-WAY — — SEWER STORM DRAIN —�'— — �— EXISTING EDGE OF PAVEMENT l I I I 1 I i I I I SEE NOTE "D" j — n �17 -- ------___ _ 20-7— TRACT 7 TPCT 724.8 (BY SEPARATE PLANS) II rR I 'b V) �-i .......... 0 0 T `7 I ! j i -a ! I l F� � 5° ° 35 s � ( J I I ! I ( CONSTRUCT WHEELCHAIR 6MP PER i CALTRANS REVISED STANDARD PLAN 133,11 A88A CASE "A" A AREA DETAIL � SCALE„ 1"= 20' PR�POSED BLOCK WALL- 0- 23 22 AICD Z m U) > x 0 �_ Cr \\ ci- LLJ \ �s CD cr)�r �\ Rpt �S \ 04 (PRIvATE STREET) NIL ffm NTII�m%L LAN 111111111111111111 11 1 1 1 1 1 1 1 ii I lI iI I iI I I I Ii 11 1 11 1 11111 1 1 L `9" *i HORIZONTAL: 1"=40' VERTICAL: 1"=2' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI4.5 R-48 34 54' 50' VERTICAL CURVE{ ON CURVE ON CURVE_ 1 rn 0U-) +- Q) up cn 0 v'� cc ®- x l o f C:) o m� a� E0 c� w m� � N L`' ;Cv. m Iq r 't (c) w Lq to K) s Lr) 00 to u7 > V) +� 'a 75 + oq n N N N;Lr) 4 N x 357 to L�4 357 ..... u I �. ` �' ................. M _ (o n LO �... . Q_ co . . Lr) to U- : : . . . . . . . . . . . . . . . . . . . . . . . . . . . N . r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f . .a, try 355 355:... .......... . . . . . . . . . . . . . . . . . . . . . . . . OLS 16N PL�V� O PP . . . . . . . . . . . . . . . . . :... ":...:...:........................... " :..__..._._._.....�--- -- : — — — — —�.— — — — — -x:0.355 : : : . , 7.� : : : --- "�-�- 353 %XISjIN. G. GROU��✓l�A.T.GFIUTRINE. _ 353* ... -0.5: 4 : ®� 0.54 p,01 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : TE „A„ AB ' .SEE N•o avE • ` .SEE �10TE �,A„ . ABOVE . . . ......1 +00 19+00 20+~� 21 + 22-x-00 23+00 24+00 25+Di7 43.62' NORTH FLOWLINE PROFILE 0.00' VERTICAL CURVE 39.01' j ON CURVE � N ON CURVE �� 0 r,w m P t � o w m c' � rN r 4 d m to t� er �tNDCA C x�� ....:...:...;...:�. x. .357 �����357....�....................................txy . N FL n —E I ._.1 O cam! f. _ . . " I 04 00 355 I o – : : . +0,35% ---- = T_ . . . ._ -- -- — ®P OF PA "eNEJV7 PR®%71f . . . . . . . . . . . . . . ._. . ,T._.. �_ : .. ' .... _353 353:...:. :...... .....+ 5 q. : . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GROG INV -PROFILE AT-CfMTfR�hvc. . . . . . . . . . . . . . . . . . . . . . . . . . . 0.6,9% +1-•05 ° SEE NOTE A ABOVE, ;SEE NOTE "A" ABOVE ......1 +00.......... 1 + 20+00 21 +00 2+00 23+00 24+00 5+00 SOUTH TOP OF A.C. PROFILE 3 f'LJ I�ryUO wOcn N 1 cn LENGTH DELTA (TYP) Cl 35 669.75' 27`10'36" 341.30' C2 1402.00' i 4. 4 30'15'19" 379.02' w) 1392.00' -} 1 N 3 O C4 2 34.54' 31 20.67' C5 25.00' 27 26 N 9 N 30 29.77' C6 25.00' 39.54' 90`37'47" 25.28' C77 1 25.00' 1 39.01' U 24.74' Co W' o �ZZ O c- wlw0- .]¢WWD=F¢-UcwrzQ� r CL �V) �<n`L-+wwn�o zo=vcnw= �w r-� 0�wO6�w wp w`zpLLLLJ>cn_Z)i Omcc/) � TYLOW TLu H'WZ.Z3 F- F- 0 w F- U 0Q� <t 2 -_ N F-- , u (PRIvATE STREET) NIL ffm NTII�m%L LAN 111111111111111111 11 1 1 1 1 1 1 1 ii I lI iI I iI I I I Ii 11 1 11 1 11111 1 1 L `9" *i HORIZONTAL: 1"=40' VERTICAL: 1"=2' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI4.5 R-48 34 54' 50' VERTICAL CURVE{ ON CURVE ON CURVE_ 1 rn 0U-) +- Q) up cn 0 v'� cc ®- x l o f C:) o m� a� E0 c� w m� � N L`' ;Cv. m Iq r 't (c) w Lq to K) s Lr) 00 to u7 > V) +� 'a 75 + oq n N N N;Lr) 4 N x 357 to L�4 357 ..... u I �. ` �' ................. M _ (o n LO �... . Q_ co . . Lr) to U- : : . . . . . . . . . . . . . . . . . . . . . . . . . . . N . r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f . .a, try 355 355:... .......... . . . . . . . . . . . . . . . . . . . . . . . . OLS 16N PL�V� O PP . . . . . . . . . . . . . . . . . :... ":...:...:........................... " :..__..._._._.....�--- -- : — — — — —�.— — — — — -x:0.355 : : : . , 7.� : : : --- "�-�- 353 %XISjIN. G. GROU��✓l�A.T.GFIUTRINE. _ 353* ... -0.5: 4 : ®� 0.54 p,01 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : TE „A„ AB ' .SEE N•o avE • ` .SEE �10TE �,A„ . ABOVE . . . ......1 +00 19+00 20+~� 21 + 22-x-00 23+00 24+00 25+Di7 43.62' NORTH FLOWLINE PROFILE 0.00' VERTICAL CURVE 39.01' j ON CURVE � N ON CURVE �� 0 r,w m P t � o w m c' � rN r 4 d m to t� er �tNDCA C x�� ....:...:...;...:�. x. .357 �����357....�....................................txy . N FL n —E I ._.1 O cam! f. _ . . " I 04 00 355 I o – : : . +0,35% ---- = T_ . . . ._ -- -- — ®P OF PA "eNEJV7 PR®%71f . . . . . . . . . . . . . . ._. . ,T._.. �_ : .. ' .... _353 353:...:. :...... .....+ 5 q. : . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GROG INV -PROFILE AT-CfMTfR�hvc. . . . . . . . . . . . . . . . . . . . . . . . . . . 0.6,9% +1-•05 ° SEE NOTE A ABOVE, ;SEE NOTE "A" ABOVE ......1 +00.......... 1 + 20+00 21 +00 2+00 23+00 24+00 5+00 SOUTH TOP OF A.C. PROFILE U CURVE TABLE I�ryUO wOcn CURVERADIUS w a w a m p J Z" w BZW LENGTH DELTA TANGENT Cl 1412.00' 669.75' 27`10'36" 341.30' C2 1402.00' 740.33' 30'15'19" 379.02' C3 1392.00' 660.22' 27°10'30" 336.44' C4 25.00' 34.54' 79'09'59" 20.67' C5 25.00' 43.62' 99'57'35" 29.77' C6 25.00' 39.54' 90`37'47" 25.28' C77 1 25.00' 1 39.01' 89'24'04" 24.74' U I�ryUO wOcn w a w a m p J Z" w BZW r C) nmTz�wao w -F o�-'�ia - c'' c) wi¢z°'zWZo � w�=wz�>��� ca co u_ Z- cnva? HO 0 r w�ScnS3Z[o �W F- �: Zwww§E 0 (` w=O T=wvLl-Udz z�W�woo,wtz CY) > a p O w< L0 r p W z Oa QD wY�Uc6wuiv4zv u- z�Qonoz0:of z � 0"'z>O�z�co0 cu cow wcn W w N a��aZWa®om Wo�Q�Wozoa W u � dii c3 07 ZQ ,w_wi2Z> O w p w d F 0 0 N z z co LJJ LLI r r zwZwTow�¢� za w>p<n ,<=�WST--z��g0 Co W' o UZQm�0.� WCD W UwgO '� O c- wlw0- .]¢WWD=F¢-UcwrzQ� r CL � U O a - � uS �<n`L-+wwn�o zo=vcnw= �w cz0 0�wO6�w wp w`zpLLLLJ>cn_Z)i Omcc/) (-DDZZXW TYLOW TLu H'WZ.Z3 F- F- 0 w F- U 0Q� <t 2 -_ a o w CL •.1 2 w w s t- w ® U U) > o aLli � ILL ate. a )\SEER bi 00 U) M uj y / Ld J(, y 0 a Ll N ,— W $p LnN a � n � j Ott U) Z to z Q Z a_ o Ln W rl DATE 1/1512015 PA JOB No. 13-2750H cn SHEET E 0 / OF 5 SHEETS