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HomeMy WebLinkAbout1.1-6369 Ph 1 & 2 Record DrawingASPHALT NOTES SP7-33.01 ASPHALT CONCRETE (TYPE 'B'). ASPHALT CONCRETE SHALL BE TYPE - 'A' (MODIFIED) FOR ALL ARTERIAL STREETS AND TYPE 'B' FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. THE LIST 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 D-2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY ENGINEER INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT 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 TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORM TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT IS LESS THAN 92 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 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 IN-PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 969', 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 DEVELOPER'S EXPENSE. 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 (WITH FOG SEAL COAT ON THE AREAS WHICH HAVE BEEN GROUND), (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FORM AND AREA 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 IN SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPERS EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY ENGINEER. NOTE: AGGREGATE BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". AGGREGATE BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK". STREET IMPROVEMENT PLANS 9 - PHASES 1 8c 2 TRACT 63o CITY OF BAKERSFIELD KERN COUNTY - CALIFORNIA STANDARD NOTES 1. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER PRIOR TO THE AGGREGATE BASE BEING INSTALLED. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; 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 FOR THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE: (805)326-3049. 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 9. DELMARTER AND DEIFEL CIVIL ENGINEERING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DELMARTER AND DEIFEL ENGINEERING. 10. COMPACTION TESTS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR/ DEVELOPER. NUMBER AND LOCATION OF THE TEST TO BE DETERMINED BY THE CITY ENGINEER. 11. WARNING/REGULATORY SIGN PANELS SHALL BE MOUNTED ON POSTS W/HAWKINS M2G SERIES BOLT & VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6 INCHES FROM BACK. __ 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION (1-800-642-2444). 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO THE ISSUANCE OF THE PERMIT. 14. 95% COMPACTION UNDER A MINIMUM OF ONE (1) FOOT ON EACH SIDE OF ALL CROSS GUTTERS TO A DEPTH OF ONE (1) FOOT. 15. ALL STATIONS AND ELEVATIONS ARE TO GUTTER FLOW-INES UNLESS OTHERWISE INDICATED. ALL CURB RETURNS GRADIENTS ARE 0.50% UNLESS OTHERWISE INDICATED. 16. ALL UTILITY MANHOLES AND VAULTS SHALL BE RAISED TO FINISHED GRADE 17. PRIOR TO THE PLACEMENT OF AGGREGATE BASE ON ANY STREET, THE SUBDIVIDER SHALL PROVIDE THE CITY ENGINEER FOR APPROVAL, A SOILS REPORT SHOWING THAT A MINIMUM R -VALUE EXISTS ON LOCAL STREETS. 18. ALL DRIVEWAY WIDTHS AND LOCATIONS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD (C.O.B.) STD T-12. APPROVED BY PUBLIC WORKS DIRECTOR: RAGL M. ROJAS R.C.E. 39880 EXP. 12-31-07 `4 REVIEWED BY ASST. PUBLIC REVIEWED BY TRAFFIC ENGIN NORTH 1" = 200' DATE ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. - -------------------------1 z8 ES K. DELMARTER R.C.E. 17564 EXP. 06-30-07 DATE LEGEND. --- PROPOSED STORM DRAIN LINE PROPOSED SEWER OR STORM DRAIN MANHOLE TACT 6006 636G7 McKEE ROAD 636G8 r 91 1 1 10 -� x--x--M-x--x- x -M -x -r g 11 18 19 90 >I 2 3 K /I 17 89 NI 3 8 d 12 63 05 S H 88 z 4 7 13t6allyw 3 ply �I RICKI JEANNE AVENUE' s 83 82 81 80 79 73 77 wit w� 70 ;'1 72 73 74 7'i 76,E IN cz Q r7o _ TARA LEIGH DRIVE v) Il 4 63 (32 61 60 59 5.3 5 •5 46 47 48 49 50 51 5 AS A PART OF PHASE 1. BENCH MARK WEED - E EDTOP CITY OF BAKERSFIELD S MH 7 �i ' 56 zl a� 2 04�� 53 636J1 TARA LEIGH DRIVE MERCEDES DRIVE _ - J w w rr U) 0 J LU 2 636G9 1 68 67 66 65 64 63 62 SM 69 #4 70 71 72 73 74 75 _ - 6315H5 LYNN DRIVE x co 1 )NECREEK BRISBANE K� RACHELLE 0 o O Q � O _j J J J m Q 3 00 EMERSON I URB AND GUTTER ACK OF SIDEWALK I �\W �---- 15' - 1 � I R DRIVEWAY LOCATN�DN PLAN NO SCALE McKEE ROAD w z 99 J V) 0 w J w TAFT HIGHWAY s z Q z HOLLADAY w w NOT TO SCALE R /W MC KEE EXISTING NEW PAVEMENT 1 0% TO 3.2y, r FER TRACT 6006 1 W -TYPICAL TYPE "B" CURB AND GUTTER Z g MATCH EXISTING C/L & W/5.5' WIDE SIDEWALK EDGE OF PAVEMENT. 7 M 1 w SAWCUT & JOIN AS T.I. _" 6 = cv DIRECTED BY ENGINEER MIN. R VALUE= 51 po KEY MAP SCALE: 1" = 200' 1 � U Q BE CONSTRUCTED AS A PART OF PHASE 1. BENCH MARK WEED - E EDTOP CITY OF BAKERSFIELD TOP CONCRETE MONUMENT AT C/L 1 APPLICABLE FOR THIS PROJECT ARE: INTERSECTION McKEE ROAD & IVINARET IMEADOWS DESCRIPTION STREET PER TR 6124. BENITEZ DRIVE & DANICA COURT CLAUDIA COURT & STEVIE COURT ST -1 ELEV. = 349.83 U.S.G.S. & C.U.B. RICKI JEANNE AVENUE ST -3 ST -4 BENCH MARK SI=T r 10)1 ST -9 CHISELED TOP OF CURB WEST E=ND NW 7. MERCEDES DRIVE RETURN ROAD AND HUGHES LAVE. STREET SPECIFICATIONS 8. ELEV. = 351.62 U.S.G.S. & C,G.B. ESTIMATED OUAMMES DU A c17 1 TYPE "B" CURB & GUTTER 8587 LF 6174 LF SIDEWALK 47051 SF 32936 SF AC PAVING 3248 TONS 1982 TONS AGGREGATE BASE 2866 CY 1866 CY MONUMENT ENCASEMENT 15 EA 12 EA STREET LIGHT - 10OW 12 EA 6 EA STREET LIGHT - 20OW 9 EA 2 EA LANDSCAPING 12650 SF 3400 SF METRO STREET SIGN 2 EA 1 EA STOP SIGN 2 EA 1 EA 14' DOUBLE DRIVE GATE 1 EA 1 EA 16' DOUBLE DRIVE GATE 1 EA 1 EA STREET SIGN 11 EA 8 EA QRpFESS/p^ 4_ DEJ \ 17564 cc � /07 sT CIV1�. lF F K. UEl a � 7 �G� OF CALF DATE a 0.30' TYF'E "B" ASPHALT CONCRETE 0.40' AGGREGATE BASE R = 78 MIN. 1.70' NA*URAL GROUND COMPACTED TO E15% MAX. RI_L. DENSITY McKEE ROAD SECTION_ NO SCALE 27 EXISTING HALF WIDTH IMPROVEMENT,; PER TRACT 6:5:2 TYPICAL TYPE "B" CURB AND GUTTER W/5.5' WIDE SIDEWALK T.I. = 6 - MIN. "R" VALUE = 56 \ 0.30' TYPE "B" ASPHALT CONCRETE MATCH EXISTING C/L & EDGE OF PAVEvIENT. JON AS 0.40' AGGREGATE BASE R = 78 MIN. � DIRECTED BY ENG'NEER 1.70' NATURAL GROUND COMPACTED ' TO 95% MAX. REL. DENSITY HUGHES LANE SECTION_ NO SCALE -TYPICAL TYPE "B" CURB AND GUTTER W/4.5' WIDE SIDEWALK A B I C I T.I. MIN. "R" VALUE = 51 30' 10' 120 4.5 30' 12' 18' 4.0 0.20' TYPE "B" ASPHALT CONCRETE SEE PLANS FOR STREET DIMENSIONS 0.40' AGGREGATE BASE R =: 78 MIN. 0.50' NATURAL GROUND COYwPACTED TO 95% MAX. REL. DENSITY LOCAL STREET SECTION NO SCALE TRACT N0.6369 PHASES 1 & 2 „ _ ET PLANS &; PROFII-.I=S EXHIBIT A STREET a ..�. I F327-14M ILS SHEET 1 NITATION --- DRAWN BY J. CRANE DATE 11/28/06 DRAULICS OF 12_ RUCTURAL`_,;, - EUNDATIONS E M/�RTER & DEIFEL I TITLE SHEET DEL& DEIFFL y 290SFIELD, CA. 93301 BY: �i AX 327-1452 JAMA=S K. DELMARTER uNo.PLANwN' SURVEYORS 7564 1 EXPIRES: 6/30/07 LAND LEVEUNO i PROPERTY UNE DATE: �4 L suea�s1NN � oRAFnNc JCB N0. 14120 - . - 1r I���rl�■r� KEY MAP SCALE: 1" = 200' NOTE: ALL IMPROVEMENTS SHALL BE CONSTRUCTED AS A PART OF PHASE 1. CITY OF BAKERSFIELD (C.O.B.) STANDARD SHEET INDEX DRAWINGS APPLICABLE FOR THIS PROJECT ARE: 1. TITLE STD. NO DESCRIPTION 2. 3. BENITEZ DRIVE & DANICA COURT CLAUDIA COURT & STEVIE COURT ST -1 CURB & GUTTER 4. RICKI JEANNE AVENUE ST -3 ST -4 SIDEWALK RESIDENCE DRIVEWAY 5. 6. ANDRA LISA STREET TARA LEIGH DRIVE ST -9 STREET SPECIFICATIONS 7. MERCEDES DRIVE ST -10 STREET SPECIFICATIONS 8. ELSA STREET & IMELDA STREET ST -11 STREET SPECIFICATIONS 9. KARRIE LYNN DRIVE ST -13 SURVEY MONUMENT 10. 11. McKEE ROAD HUGHES LANE ST -14 STREET LIGHT RSP A88A HANDICAP RAMP (PER CAL TRANS) 12. STRIPING PLAN T-1 STREET SIGN T-19 MISC. SIGN DETAIL ESTIMATED OUAMMES DU A c17 1 TYPE "B" CURB & GUTTER 8587 LF 6174 LF SIDEWALK 47051 SF 32936 SF AC PAVING 3248 TONS 1982 TONS AGGREGATE BASE 2866 CY 1866 CY MONUMENT ENCASEMENT 15 EA 12 EA STREET LIGHT - 10OW 12 EA 6 EA STREET LIGHT - 20OW 9 EA 2 EA LANDSCAPING 12650 SF 3400 SF METRO STREET SIGN 2 EA 1 EA STOP SIGN 2 EA 1 EA 14' DOUBLE DRIVE GATE 1 EA 1 EA 16' DOUBLE DRIVE GATE 1 EA 1 EA STREET SIGN 11 EA 8 EA QRpFESS/p^ 4_ DEJ \ 17564 cc � /07 sT CIV1�. lF F K. UEl a � 7 �G� OF CALF DATE a 0.30' TYF'E "B" ASPHALT CONCRETE 0.40' AGGREGATE BASE R = 78 MIN. 1.70' NA*URAL GROUND COMPACTED TO E15% MAX. RI_L. DENSITY McKEE ROAD SECTION_ NO SCALE 27 EXISTING HALF WIDTH IMPROVEMENT,; PER TRACT 6:5:2 TYPICAL TYPE "B" CURB AND GUTTER W/5.5' WIDE SIDEWALK T.I. = 6 - MIN. "R" VALUE = 56 \ 0.30' TYPE "B" ASPHALT CONCRETE MATCH EXISTING C/L & EDGE OF PAVEvIENT. JON AS 0.40' AGGREGATE BASE R = 78 MIN. � DIRECTED BY ENG'NEER 1.70' NATURAL GROUND COMPACTED ' TO 95% MAX. REL. DENSITY HUGHES LANE SECTION_ NO SCALE -TYPICAL TYPE "B" CURB AND GUTTER W/4.5' WIDE SIDEWALK A B I C I T.I. MIN. "R" VALUE = 51 30' 10' 120 4.5 30' 12' 18' 4.0 0.20' TYPE "B" ASPHALT CONCRETE SEE PLANS FOR STREET DIMENSIONS 0.40' AGGREGATE BASE R =: 78 MIN. 0.50' NATURAL GROUND COYwPACTED TO 95% MAX. REL. DENSITY LOCAL STREET SECTION NO SCALE TRACT N0.6369 PHASES 1 & 2 „ _ ET PLANS &; PROFII-.I=S EXHIBIT A STREET a ..�. I F327-14M ILS SHEET 1 NITATION --- DRAWN BY J. CRANE DATE 11/28/06 DRAULICS OF 12_ RUCTURAL`_,;, - EUNDATIONS E M/�RTER & DEIFEL I TITLE SHEET DEL& DEIFFL y 290SFIELD, CA. 93301 BY: �i AX 327-1452 JAMA=S K. DELMARTER uNo.PLANwN' SURVEYORS 7564 1 EXPIRES: 6/30/07 LAND LEVEUNO i PROPERTY UNE DATE: �4 L suea�s1NN � oRAFnNc JCB N0. 14120 - . - 1r I���rl�■r� 8 I 13+57.09 7 0 0 a F- I W - W = v W 7 V) DELTA RADIUS TANGENT DO C1 90'00'00" 30.00' 30.00' 47.12' C2 22'25'35" z 0 13.70' C3 130'13'01" 84.00' 181.03' 190.91' Z w 19'57' 1 1 " 35.00' 6.16' 12.19' C5 co Lo O C) f M ca N C6 M 35.00' 30.75' 0) M vi (n O0 480.00' 31.03' 61.98' 2 90'00'00" 20.00' 20.00' M 24l L M MM M 45'52'37" 37.00' 15.66' J W 2 2 M 2 NOTES & LEGEND ° Z 00M o 04 II � °° m Q N N2 Li -0 m 2 ro 20 20 � � 10 + sfi U� If O Q o w raj O O .- -U Z D I Y 2 EC C) 2 1Q STD. S-1 WITH 4.5 WIDE COMBINATION TYPE SIDEWALK + +0 Lo U PER C.O.B. STD. S-3. 7 a m o w �2 PAVE WITH 0.20' A.C. OVER 0.40' A.B. to Lq 3 OS 11+00 s- O > CONSTRUCT TYPE A CATCH BASIN PER C.O.B. SSS -12 ��1,0 86 87 rn + ,' 88 89 90 91 N 04 `� W/ 6" GUTTER DEPRESSION PER C.O.B. STD. S-14 C,4 + 000 + o O EXISTING 21" In Co I D0 IRRIGATION LINE M 13 85 � M 2 I 20 20' 10' _ - U o rn 2 w m C � U (o O) 0 � CONSTRUCT HANDICAP RAMP PER CAL TRANS RSP A88A L3 s I99 S 12 90 �'- o i b Q W 2 84 10+00.00 O2 BENITEZ DRIVE soo�1'4s"w W W- • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT M N V) m PER C.O.B. STD. S-29 j L� LLJ W b INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 (W 636K w ._ `s y INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 I r- z U_ R1-1 - S PROPOSED SEWER LINE M � M PROPOSED STORM DRAIN LINE 83 I C-) J PROPOSED SEWER OR STORM DRAIN MANHOLE 2 C) 5 4 3 2 1 T INSTALL STOP SIGN (R1-1) PER C.O.B. STD. T-19 c) I 2 + INSTALL STREET SIGN PER C.O.B. STD. S-40 (M=METRO) Lo W M U M m m A PROPOSED DRIVEWAY 82 0)o 10' 20' 20' 10' It +vi o O W ^II + (714e- (D Q � W O M L0 M V) 2 2 VaW m U) I-. w 8 I 13+57.09 7 0 0 a F- I W - W = v W 7 V) M. 12 E 11 10 1 d' +-47.39 POC - 351.56 CURVE TABLE CURVE DELTA RADIUS TANGENT U C1 90'00'00" 30.00' 30.00' 47.12' C2 22'25'35" z 6.94' 13.70' C3 130'13'01" 84.00' 181.03' 190.91' Z w 19'57' 1 1 " 35.00' 6.16' 12.19' C5 co Lo O C) f M ca N C6 82'36'06" 35.00' 30.75' 0) M vi (n O0 480.00' 31.03' 61.98' C8 90'00'00" 20.00' 20.00' M 24l L M MM M 45'52'37" 37.00' 15.66' 29.63' 2 2 U� 2 2 99.60' U 04 II � W m w O N2 Li -0 m L1 20 20 � � 10 + sfi U� If O Q o w cD O O .- -U Z D v- co �� + +0 Lo 6 7 C N I 3 OS 11+00 s- ��1,0 +00.00 o DANICA COURT `� C,4 O In Co I D0 14 M 13 � M 2 I 20 20' 10' U w rn 2 w m � U (o O) Q W 2 0+ ± + W W- 0_ M Z V) m LLJ W (W `s y U_ fY M. 12 E 11 10 1 d' +-47.39 POC - 351.56 CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 90'00'00" 30.00' 30.00' 47.12' C2 22'25'35" 35.00' 6.94' 13.70' C3 130'13'01" 84.00' 181.03' 190.91' C4 19'57' 1 1 " 35.00' 6.16' 12.19' C5 2'09'45" 520.00' 9.81' 19.63' C6 82'36'06" 35.00' 30.75' 50.46' C7 7'23'54" 480.00' 31.03' 61.98' C8 90'00'00" 20.00' 20.00' 31.42' C9 45'52'37" 37.00' 15.66' 29.63' C10 135.52'37" 42.00' 1 103.63' 99.60' SCALES HO RIZ: 1" =50 VE RT: 1' l = 2' .�SOILS DR W sANLrAnoN SF E=ET 2 oFESS� DRAWN BY : J. CRANE DATE 11/28/06 - - oQR oCIVIL srn CTU u .;. Gf cs> �E� ���,cm ENGINEERS FOUNDATIONS LMARTE R DEIFEL gENITEZ DRIVE 8c rIELMARTER & DEIFEL SLA T?--1� * °� ro� * D AN I C A C 0 U R T 2�, N 2714I<EI�,ELD. 1933D, BY: PHONE 327-1488 FAX 327-1452 ' ° a^ - s JAMES K. DELMARTER �'��-7=1' ��� '' Civic �` SURVEYORS R.0 17564 EXPIRES: 6/30/07 LAND LEVELING DATE: �** 11-7,9,a JOB N0. 1412Q 18 w s NOTES & LEGEND 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. Q2 PAVE WITH 0.20' A.C. OVER 0.40' A.B. 03 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. S-12 W/ 6" GUTTER DEPRESSION PER C.O.B. STD. S-14 CONSTRUCT HANDICAP RAMP PER CAL TRANS RSP A88A • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 o INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 —s— PROPOSED SEWER LINE PROPOSED STORM DRAIN LINE I PROPOSED SEWER OR STORM DRAIN MANHOLE + INSTALL STREET SIGN PER C.O.B. STD. S-40 A N PROPOSED DRIVEWAY 37 10+C W L O U W U L W D_ m Z O O N c0 2 Z Z U � a� a cD W W Do -00 16 Z N � O �LO o +�-w-a� OQ o wo W M LO M Y .� Z Z U_Of I j18' 12' t U U m W 12' 18� h 8' 12' � 15 2 C8 II II o 7 M C9 22'25'35" LO 0 00 0 w0 23 w M L O U W U L W D_ m M O O N c0 2 Z Z U � U m a cD O r- Do -00 16 00 + O + �LO o +�-w-a� OQ o wo 1 11 +00 3 o CLAUDIA 36 "rOLO O M 22 LO M M 12' 18' I �18' 12 c� 2 i � � Z 21 2 U Of a_ 20 17 i3CR - 350.48 33 18 12+17.39 POC 351.08 1 , - LOT LINE 32 1 �_15' STORM 19 DRAIN EASEMEN' PER FINAL MAP w z L N U W U LENC W D_ m Ul O O N c0 M O., O L � DO L O DO n o0 Z M 1 M D7 �j 00 +�`) �N+ U O \Z Z M MO m U Z Z Q� II M Nm LA_ \� V 1.4- 0 m O CV +�-w-a� OQ o wo 21 2 U Of a_ 20 17 i3CR - 350.48 33 18 12+17.39 POC 351.08 1 , - LOT LINE 32 1 �_15' STORM 19 DRAIN EASEMEN' PER FINAL MAP w z L RADIUS TANGENT LENC Z W rn W L0 20.00' 20.00' 31.4 IQ Z -7 W = M N 3-17.00' co 29.E � a Z 42.00' M 99.E V L U CV M to C5 m I M Z to 12' 18' I j18' 12' t U M C7 II ly m 2 C8 II w o 7 °' C9 22'25'35" LO 0 00 0 + 24 23 w 0) II + C6 N 5 11+44.87 11+OOs— —s--�—°.-° CO O �� STEVISE RT_ 5# m 31 29 30 � U U � m CL (0 .� o00N 0) pe) O � ± M � M 28 >_5 26 12+16.15 = 12+17.50 POC N 351.78 `j 27 CURVE TABLE CURVE DELTA RADIUS TANGENT LENC C 1 90'00'00" 20.00' 20.00' 31.4 C2 45'52'37" 3-17.00' 15.66' 29.E C3 135'52'37" 42.00' 103.63' 99.E C4 90'00'00" 37.00' 37.00' 58.1 C5 45'52'37" 37.00' 15.66' 29.E C6 134' 10'51 " 4:2.00' 99.38' 98.1 C7 60'21'17" 37.00' 21.51' 38.E C8 130' 17'47 8 2..00' 177.04' 186. C9 22'25'35" 3%.00' 7.34' 14.,' TH '? SCALES HORIZ: 1 =50 VERT: 1" = 2' 346 352 _ __� _ __�� ___ no � .. ......... ; .. 3 ... . _._ ... _ _ .........:..... �...... �� o+ o�..�......... 1 — -�� C> T ? ( } i 350 348 TRACT NO.6369 PHASES 1 & 2EXHIBIT "A" — STREET PLANS & F'R0f_ILE _; M c; a, M c; a� c� G: SHEf.T 3 TATION HYDRAULICS <;.. OF 12 �, It DRAWN BY : .I. CRANE DATE 11/28/06 CIVIL STRUCTURAL- -'' :, =. r . ,' lam' :, Cr ` i� ��Q��S*. DE(r���m /E0NGINEERSj=F0UlNDATl0NS LPAARTER & DEIFEL CLAUDIA COURT 8c DELMARTER & DE FEL r� 2901 H ST. /3 8AKERS MM. CA. 9 S301 /,. cc � 17564 A S T E V I E COURT PHONE PLANNING 88 FAX 327-145:. BY: LAND PLANNING * * JAMES K. 6ELMARTER SURVEYOR LAND LEVELING PROPERTY UNE - � I�. �.I§ ARTEA s� �� T 7 ClV%k R.C.E. 564 EXPIRES: 6/30/07 suea��oN d"flF OF CAI�E�� `�u„Q� DRAFTING JOB NO. _ 14120_ .` 1 Di DATE: .. (((������JJJJ!! - - NOTES & LEGEND, r r 1Q NOTES & LEGEND, w N E F w o wz L0 V) M F- 2 W W � U M M F- ^ w N � O w Qi U W ai N Mav M co rn r- 62 U W 2 14- OM M U a VU lo - Lo 2 w p m M c� L_ N Ld N cr 0 N 7 Nj to N O L0 a) CA a� I 20' 10 STA 8+90.54 N 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. 350.81 r4 STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK Lo 1* PER C.O.B. STD. S-3. 87 Q2 PAVE WITH 0.20' A.C. OVER 0.40' A.B. 6.16' Q3 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. S-12 2'09'45" 520.00' W/ 6" GUTTER DEPRESSION PER C.O.B. STD. S-14 19.63' _ C4 CONSTRUCT HANDICAP RAMP PER CAL TRANS RSP A88A 86 • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT C5 7'2354" PER C.O.B. STD. S-29 31.03' INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 + C5 O + INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 --31.4.2' - -- PROPOSED SEWER LINE 2 ca PROPOSED STORM DRAIN LINE O l PROPOSED SEWER OR STORM DRAIN MANHOLE 177.04' + INSTALL STREET SIGN PER C.O.B. STD. S-40 � N 37.00' 7.34' _ 14.48' � N PROPOSED DRIVEWAY Ln J U w N E F w o wz L0 V) M F- 2 W W � U M M F- ^ w N � O w Qi U W ai N Mav M co rn r- 62 U W 2 14- OM M U a VU lo - Lo 2 w p m M c� L_ N Ld N cr 0 N 7 Nj to N O L0 a) CA a� I 20' L0 O 0 N7 M cr U m. 23 ") m 6 m 00 Er U M a. M Q� 4 Lr; CIO a1 o D+o a I u) f" M Ln :D F- N OW L U = "oWcn Z > W N W V v i I 12' 1 18'1 I 19+ 2 33 32 STA 20+12.39 C N 351.23 30 31 CURVE TABLE _ 10 U 1 RADIUS TANGENT LENGTH _ r4 2 Lo 1* _190.91' _ of Uui 19'57' 1 1 "_ 6.16' of U C3 2'09'45" 520.00' 9.81' 19.63' _ C4 _ 82'36'06" 35.00' co M pMj C5 7'2354" 480.00' 31.03' N + C5 O + + --31.4.2' Z W 2 ca M O 130"1747 , d� 177.04' < = C9 � N 37.00' 7.34' _ 14.48' + W Ln J U m + <w o� Z Q L0 O 0 N7 M cr U m. 23 ") m 6 m 00 Er U M a. M Q� 4 Lr; CIO a1 o D+o a I u) f" M Ln :D F- N OW L U = "oWcn Z > W N W V v i I 12' 1 18'1 I 19+ 2 33 32 STA 20+12.39 C N 351.23 30 31 CURVE TABLE _ CURVE DELTA RADIUS TANGENT LENGTH _ C1 130'13'01 84.00' 181.03' _190.91' _ C2 19'57' 1 1 "_ 35.00' 6.16' _ 12.19' _ C3 2'09'45" 520.00' 9.81' 19.63' _ C4 _ 82'36'06" 35.00' 30.75' 50.46' C5 7'2354" 480.00' 31.03' 61.98' C6 90'00'00" 20.00' 20.00' --31.4.2' C7 90'00'00" 37.00' 37.00' 58.12' C8 130"1747 , 82.00' 177.04' _186.48' _ C9 22'2535" 37.00' 7.34' _ 14.48' C10 12'58'46" 500.00' 56.88' _113.27' _ SCALES HORIZ: 1."=5()l' VERT: l OF CAIS DATE: dTE: YKVSeVSIONaTNG � JOB N 0. __ 1412') a� ;-n co 0 s • d 350 11 1 348 --346-- 344 46 344 350 348 346 344 NOTES & LEGEND. Lu c 56 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. 2 STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK 33 2 12' PER C.O.B. STD. S-3. 18' 02 PAVE WITH 0.20' A.C. OVER 0.40' A.B. 03 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. S-12 32 W/ 6" GUTTER DEPRESSION PER C.O.B. STD. S-14 U CONSTRUCT HANDICAP RAMP PER CAL TRANS RSP A88A • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT Q V PER C.O.B. STD. S-29 o INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 31 INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 --S— PROPOSED SEWER LINE 00 PROPOSED STORM DRAIN LINE W o PROPOSED SEWER OR STORM DRAIN MANHOLE Z + INSTALL STREET SIGN PER C.O.B. STD. S-40 30 MLID o0 PROPOSED DRIVEWAY r A o t; W 7) W/ Lu c 56 2 = \W 2 12' 18' 1 U Q V 0 m 00 (n W W o O Z c� u7 r C W _ MLID o0 + N r N Z W Q= V) r cMD cn ui �- O r` ri W (n J I- oo rn W Li U Lu W M M 04 co L M I M UJ Q W M r M M W W � � t 2 Q 2 2 2 2 c v v \z pe)crj �M v~ v v w w Q m W U- 110 W m W m 0' 20' 20' 10' o 2 N m v 12' 18' 18' 12' o 00 10' 20' 120' 1l O LL - 04 2 LL. O N m + + � of a. � 52 57 + ( + 76 77 00 O OU om N + �+ � Z 110 63.17 p 11+00 N 12+00 S 13+00 — _—s 14+00 —s 15+00 -IOC€ O N 12+60.00 L 04 53 � Lu c 56 2 = = 2 12' 18' 1 U m 00 O O O (D _ °° O C3 V M + O ± + N 2 U w C1 ANDRA LI'::,A STREET N1Q �r ( 00 39 �2, M 2 M w 00 O r- O n DO M 0) 2 N U III O O N 00 c/) 18' 18' 18 I 12 I 14 15 CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH c1 90°00'00" 20.00' 20.C►0' 31.42' SCALES HO RIZ : 1 ", =501 VERT: 1"= 2 tp ...1......2..; N I ji pri - = I I i I ( 1 � _ SOILS SHEET pt ESS/ DRAWN BY : J_f;RANE DATE 11/28/06 SANITATION --__ HYDRAuucs -: oN�� CIVIL STRUCTURAL OF 12_ �¢, II �� ASK DE�yq��Fy� ZENGINEERS FouNDAT1oNs / Z LM,kRTER & DE,IFEL ANDRA LISA D & DEIFEL E� 61 /07 m 2901 N Si. 03 BAKEI IELD, CA. 93301, �,.. ... * * BY ! 4 STREET PHONE 327-1486 FAX 327-1452 LMA CI JA1,4=S K. DELMARTER LAND PLANNING sr �� ISURVEYORS Cr+ ��±± (� -�° ,/ ATF ����� a�� R. .E.: 564 EXPIRES: 6/30/07 LAND LEVELING ` .:'#I 71rel4 LdA1 " l ? `7 of CAL\F PROPERTY LINE DATE: Fo SUBDIVISION DRAFTING JC 113 N O . 14" 20 1 9+31.10 POC - 351.5 = 9+23.87 o' a 0 z 0 m U a F- 67 C2 Vy V O Lo M 2 U m N_ 70 71 10+00 O 377'3g'13a E �S� 11+00 C� C4 C9 12+00 12+10.86 C2 C3 -- — �- - 0 Lo M t U o- r` M N + 0 CURVE TABLE CURVE DELTA RADIUS TANGENI LENGTH C 1 45'52'37" 37.00' 15.66' 29.63' C2 135'52'37" 42.00' 103.63' 99.60' C3 11'30'00" 518.00' 52.16' 103.97' C4 11'30'00" 482.00' 48.54' 96.74' C5 90'00'00" 20.00' 20.00' 31.42' C6 45'52'37" 37.00' 15.66' 29.63' C7 135'52'37" 42.00' 103.63' 99.60' C8 11'30'00" 1 500.00' 50.35' 1 100.36' r` r` 0 v7 M Of U m O_ M Lo + O v- AN 64 Lo d- 0 0 M 2 U m O DO O + 63 72 73 74 0 a O Z_ Do 62 DID M z wc? M Z 0- O 00 r-, U LC) r- Z W rI( 00 I- —J W JZ Z MM � 10 O U N M w Z r- M J II CA co 00 It r 00 m `-� W � U m 75 U ~ 76 +�o'aI-- W v Z M �U om w F- 2 Z - 'OO r- II O N ^ W Do 62 61 60 59 58 � r` M Z_ M M Z 2 00 I- —J W 00 Z O m M w Z 00 M 00 It r 0 W U Q cy Of W � U m 20' 20' 10' W v Z M r- w F- 2 0 46 N 00 r- II O N Z� LL C3 III u- C7 + 39+socio o UZMm I_ 49 INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 .N 41 42 43 44 N ^ 45 I ml 14+00 co 15+00 U 17+00S89'0814E V 18+00 19+00 20+00 S oo — s 15+90.82 -- - 0 TARA LEIGH DRIVE ^ cV =� 56 55 54 53 52 51 50 U W co 00 ci NOTES & LEGEND 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. Q2 PAVE WITH 0.20' A.C. OVER 0.40' A.B. 03 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. S-12 W/ 6" GUTTER DEPRESSION PER C.O.B. STD. S-14 (� O�r� r, 110' 20'1 ?0, 10' Z (C U Do 62 61 60 59 58 57 r` M 0 W N (o a c'J Q I- —J W 00 Z Q � c 2 J f- w Z 00 M CONSTRUCT HANDICAP RAMP PER CAL TRANS RSP A88A 0 W U Q cy Of W � U m M — • 2 r- w F- B/ W 0 46 N U W co 00 ci NOTES & LEGEND 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. Q2 PAVE WITH 0.20' A.C. OVER 0.40' A.B. 03 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. S-12 W/ 6" GUTTER DEPRESSION PER C.O.B. STD. S-14 (� O�r� r, 110' 20'1 ?0, 10' Z (C U O Ln co L0 w U Q ' ^ z Co r` M r-: M W N (o a c'J Q I- —J W 00 Z Q � c 2 J f- w Z 00 CONSTRUCT HANDICAP RAMP PER CAL TRANS RSP A88A 0 W U Q cy Of W � U m M — • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT r- w F- B/ W 0 46 N PER C.O.B. STD. S-29 N Z� w C7 Q i o INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 49 INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 48 - S-- PROPOSED SEWER LINE - PROPOSED STORM DRAIN LINE Xz IQI ul Z PROPOSED SEWER OR STORM DRAIN MANHOLE W U J 0_ + INSTALL STREET SIGN PER C.O.B. STD. S-40 z LLJ LL. Z O m PROPOSED DRIVEWAY C7 Q ' ^ z UJ W J co (o a 14- t� O M I- —J W M Z Q � 2 O U of x o IZ m In oo n N R/W o B/ W 0 46 N C6 N �47 x C7 G6 O x 21+29.43 21+0021) — I C6 F/L C7 XI 49 48 co 10- dXI Xz IQI ul Z Z W U J 0_ U C) cr- z LLJ LL. Z O m Q_ Y C14 Lo Z� N r` N o z 0 + Q W LLJ cV N U (n n V) W LLJ W W 2 Z J U) = w w V) of-R/W /W I I 23+01.95 POC N 351.24 F/L I o' a 0 z EG m 111' 134' a w uJ W W z J V) = W w 4 9. twwI€ ' ?C 4 MATE 2;3 SCALES HORIZ: 1"=50y VERT: I"= '20 ........ 352- .- 35G ........ ....I.... ........ ......... ........ ......... ........ ..**..... 3461 ......... ......... - - - ........ ......... ......... - 346 ........ ......... ........ ......... ........ ......... ........ ......... I. . . . . . . . .. . . . . . . . 1 I. .. . . . . . . . . f . . . . . . . . .. . . . . . . . ......... ......... 352. I......... ......... i ......... �......... ........ 1 ......... 35G -- _ ......... ......... i......... ......... ......... ....... i. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . ......... 7/IC: TRACT' N0.6369 PHASES 1 8c 2 EXHIBIT "A" — STREET PLANS fir: PROF _.ES :lTA-nON HEFT _ DRAWN BY : J. 'CRANE DATE 11/28/06 HYDRAULICS' CIVIL STRUCTURAL OF 12 DELM ARTER & DEIFEL ENGINEERS FOUNDATIONS T,ARA LEIGH DRIVE DEI:. --L & DF �_L im4wk 2901 H ST. /3 BAKERSFIELD, CA. 9330^ B ' . . PHONE 327-1486 FAX 327-1452 JAIdES K. DELMARTER LAND PLANNING SURVEYORS. Z.C. 17564 EXPIRES: 6/30/07 LAND LEVELING PROPERTY LINE DATE: _!( i %�t SUBDIVISION 'DRAFTING JUB NO. 14.120 EASEMENT FOR STREET IMPROVEMENTS 10+00 9+83.39 POC - 350.25 = 9+75.36 POC - 350.25 EASEMENT FOR STREET IMPROVEMENTS (o M 0; m 2 fl 00 U M Z M 0) Z m U et U ON W 43 0 44 w o M n + `r u7 C7 0 04 + 45 46 - 47 48 49 50 51 ----_S77-38,ljot C6 07-110 10+51 11+54.00 C C6 12+00 O 1 + 4. 613+00 N 14+00 S89'08'14"E 15+00 C8 moo- 2—s—=N —ss 1O MERCEDES DRIVE 4 to N (o 0) Qj M M Z 41 Z 1L' � U U m w Co co O O ± 00 M 0; I- 40 U m 0) 0) 0) Q Lo dam' -WWW C� O0 M < W W M } Z_ n 2 � � (n 2 co z W U Z W v M o 540 M 550 2 w a (n m Z N 04 (o .c} m0(o00 O M� Z m I I ( W MF J V) 't MO FZ 0 10' 2Q' 12Q' 10' 0 t zz U N Z Z M Z Z o = o �� nQ -� II rQ N O �F- com L� J �< 52 � 53 �z rno: �o Lo 56 �w o wo coZ Z �m �U z om w T - 2=b _jZ+oma =_ _N = -18 18+15.47 19+00 16+60.50 S — - o S— N Cv? L3 0 36J3 11 3C N I co Z 12' 4 18' 12' of 0 o w U C.> ^ O U m w co (o w w r) W I.- M 2 V)W 2 L0 2 NOTES & LEGEND. CONSTRUCT HANDICAP RAMP PER CAL TRANS RSP A88A W 0 m DELTA RADIUS TANGENT w W C1 11'30'00" 00 48.33' !x6.34' C2 PER C.O.B. STD. S-29 520.00' 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. o INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 90'00'00" 20.00' STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK 31.42' C4 45'52'37" PER C.O.B. STD. S-3. INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 39 M 38 37 36 35 34 33 32 31 37.00' 14.88' CATCH BASIN PER C.O.B. STD. S-12 �� PROPOSED SEWER OR STORM DRAIN MANHOLE 1133-49'12" 42.00' W/ 6 GUTTER DEPRESSION PER C.O.B. STD. S-14 1 98.10' 100.36' C8 11'30'00" 500.00' 2 w 3C N I co Z 12' 4 18' 12' of 0 o w U C.> ^ O U m w co (o w w r) W I.- M 2 V)W 2 L0 2 _r INSTALL STREET SIGN PER C.0.6. STD. S-40 PROPOSED DRIVEWAY E N N -20+00 -O s 59 21+00 64 NOTES & LEGEND. CONSTRUCT HANDICAP RAMP PER CAL TRANS RSP A88A W 0 m DELTA RADIUS TANGENT w W C1 11'30'00" • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENTV) 48.33' !x6.34' C2 PER C.O.B. STD. S-29 520.00' 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. o INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 90'00'00" 20.00' STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK 31.42' C4 45'52'37" PER C.O.B. STD. S-3. INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 29.63' Q PAVE WITH 0.20' A.C. OVER 0.40' A.B. —S— PROPOSED SEWER LINE 103.63' 99.60' CONSTRUCT TYPE 'A' = PROPOSED STORM DRAIN LINE= 37.00' 14.88' CATCH BASIN PER C.O.B. STD. S-12 �� PROPOSED SEWER OR STORM DRAIN MANHOLE 1133-49'12" 42.00' W/ 6 GUTTER DEPRESSION PER C.O.B. STD. S-14 1 98.10' 100.36' C8 _r INSTALL STREET SIGN PER C.0.6. STD. S-40 PROPOSED DRIVEWAY E N N -20+00 -O s 59 21+00 64 R 2 00 O o6 M 1 �1 '1 34' 61 .R/W IRRIGATION PIPE. SEE IRRIGATION PLANS. �B/W ( , R/W C5 B/W C 22+1+0.29 -- --- -- - - -- - 22+8.81 POC N 348.60 1= Cq 2Q F/L F/L C5 Lo CURVE TABLE >_ ct�Q CURVE DELTA RADIUS TANGENT L.I_NGTH C1 11'30'00" 480.00' 48.33' !x6.34' C2 11'30'00" 520.00' 52.36' '104.37' C3 90'00'00" 20.00' 20.00' 31.42' C4 45'52'37" 37.00' 15.66' 29.63' C5 135'52'37" 42.00' 103.63' 99.60' C6 43'49'12" 37.00' 14.88' ?8.30' C7 1133-49'12" 42.00' 98.52' 1 98.10' 100.36' C8 11'30'00" 500.00' 1 50.35' R 2 00 O o6 M 1 �1 '1 34' 61 .R/W IRRIGATION PIPE. SEE IRRIGATION PLANS. �B/W ( , R/W C5 B/W C 22+1+0.29 -- --- -- - - -- - 22+8.81 POC N 348.60 1= Cq 2Q F/L F/L C5 Lo >_ ct�Q Z W 63 62 `. o M EG o t 2 11, 34' m o' v U Of w Q m a BLOCK WALL. SEE zOf LO N WALL IMPROVEMENT < w PLANS. W + +00 W (n !� T! Q OFESS/ DEt N0. 17664 6/30/07 1 7 54 7 'i Civil OF CAL\E SCALES HORIZ: 11'= 50' VERT: 1"= 2' i... ......... 1 . . . . . . . . . . . . . . . . . ........ ......... . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . i 2 { . . . . . . . . . . . . . . . . . 06 MI i ........ ......... . . . . . . . . . . . . . . . � ........ ......... N } N! ........ ......... ........ ......... f........ ......... I........ ......... ........ ......... ........ ......... ........ ......... --.......... ........ ......... ........ ......... : (D i ........ ......... �. I ........ ......... ........ ......... U: a: r ........ ......... i........ ......... 00 i : : . N N{ ........ ......... -,--•. i I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ......... ......... .................. ......... ......... ... ......... . I . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . - + i ......... ......... ......... ......... ......... f.........�......... - -- '352 _. _ __350__. 348 346 .350 :348 ;346 TRACT NO.6369 PHASES 1 & 2 EXHIBIT "A" — STREET PLANS & PR,DFII_.=S DRAWN BY : J. CRANE DATE 11/28/06 SANITATION `- I-IEET / _— CIVIL HYDRAULICS OF 12 STRUCTURAL — D M��RTER & EIFEL /ENGINEERS FOUNDATIONS MERCEDES DRIVE DELMARTER & DEIFE:L l 2901 H ST. /3 BAKERSFIELD, CA. 93301 BY. PHONE 327-1486 FAX 327-1452 /U17 JAM E'S K. DELMARTER R.C,f.:4 "` d EXPIRES: 6/30/07 wry LEEVVELILING SURVEYORS DATE: SUBDIVISION DRAFTING JO -it NO. 14120 04 N M Z W _ `. !� T! Q OFESS/ DEt N0. 17664 6/30/07 1 7 54 7 'i Civil OF CAL\E SCALES HORIZ: 11'= 50' VERT: 1"= 2' i... ......... 1 . . . . . . . . . . . . . . . . . ........ ......... . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . i 2 { . . . . . . . . . . . . . . . . . 06 MI i ........ ......... . . . . . . . . . . . . . . . � ........ ......... N } N! ........ ......... ........ ......... f........ ......... I........ ......... ........ ......... ........ ......... ........ ......... --.......... ........ ......... ........ ......... : (D i ........ ......... �. I ........ ......... ........ ......... U: a: r ........ ......... i........ ......... 00 i : : . N N{ ........ ......... -,--•. i I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ......... ......... .................. ......... ......... ... ......... . I . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . - + i ......... ......... ......... ......... ......... f.........�......... - -- '352 _. _ __350__. 348 346 .350 :348 ;346 TRACT NO.6369 PHASES 1 & 2 EXHIBIT "A" — STREET PLANS & PR,DFII_.=S DRAWN BY : J. CRANE DATE 11/28/06 SANITATION `- I-IEET / _— CIVIL HYDRAULICS OF 12 STRUCTURAL — D M��RTER & EIFEL /ENGINEERS FOUNDATIONS MERCEDES DRIVE DELMARTER & DEIFE:L l 2901 H ST. /3 BAKERSFIELD, CA. 93301 BY. PHONE 327-1486 FAX 327-1452 /U17 JAM E'S K. DELMARTER R.C,f.:4 "` d EXPIRES: 6/30/07 wry LEEVVELILING SURVEYORS DATE: SUBDIVISION DRAFTING JO -it NO. 14120 10 E 1 n o rn O Z w LON � � NOTES & LEGEND v U U w I Z m I O '0) 1120 0 � U ¢ J Z II 11 o O 0 � o=��o 111 `' I II o' 0 m O LLI u UQZ II o °D � �� O N ( 10 I 20'10' 0 29 ) o M 0 30 04 111 �Q o w0 �IUZmm r 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. 11 Ln W STD. S-1 WITH 4.5 WIDE COMBINATION TYPE SIDEWALK r- � J N PER C.O.B. STD. S-3. 00 M w_ w Q PAVE WITH 0.20' A.C. OVER 0.40' A.B. O ui 00 2 Z Of `. 03 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. S-12 O Y W/ 6" GUTTER DEPRESSION PER C.O.B. STD. S-14 r7 m w CONSTRUCT HANDICAP RAMP PER CAL TRANS RSP A88A O 15 12 18 18 • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT o � I �� PER C.O.B. STD. S-29 + + o INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 r � INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 --- S PROPOSED SEWER LINE _ PROPOSED STORM DRAIN LINE11 10+00.00 00 51 46 E cv +70.17 PROPOSED SEWER OR STORM DRAIN MANHOLE 11 INSTALL STREET SIGN PER, C.O.B. STD. S-40 0 N ELSA STREET 2 -� PROPOSED DRIVEWAY INSTALL TYPE III BARRICADE PER CALTRANS STD. PLAN A73C 00 WITH W-31 (CA) SIGN WITH OM4-3 MARKER. 00 14 BARRICADE IS TO GO FROM o M Dd 10 20 11120 p FLOWLILNE TO FLOWLINE ? 2Do 0)0) rn M U m Q + 2 rnof n C5 U + 10 E 1 n o rn O Z � w w LON � � Y v U U w I Z m I O 20 1120 0 � U ¢ J Z II 11 o O 0 � o=��o 111 `' I II o' o IMELDA STREET N C6 C-4 Q c 1 DO O 12+60.09 -N L z uj r z O �� w Z co c', (n w o Z �> �'; wz o V) 00 ot, U ¢ J Z II O P`) O o=��o 0 M \Z Z M m O LLI u UQZ II o °D � �� O N ( 10 I 20'10' 0 29 ) o M 0 30 04 111 �Q o w0 �IUZmm r 11 o IMELDA STREET N C6 C-4 Q c 1 DO O 12+60.09 -N L z 69 w 68 I IL M in Uj (0 C 12 1 18' 112' M � Mui a) m u) \ZZ M O ot, U ¢ J Z II O r� o=��o + M� a� Cf < 0w0 �0 Z cm w 53 54 55 CURVE TABLE CURVE DELTA RADIUS _(ANGENT LENGTH C 1 90'00'00" 20.00' _ 20.00' 31.42' SCALES HO RIZ : 1" =50' VERT: 1" = 2" FESS ft 17W Carso-. 0 OF'CAI�F TRACT NO.636 J PHASES 1 & 2 EXHIBIT "A" —STREET PLANS 8.: PROFILES 0000'SSAANITATION `SHEET 8__ DRAWN BY : J. CRANE DATE : 12 08 06 HYDRAULICS':, OF 1 _;_ Cl VI L STRUCTURAL ENGINEERS FOUNDATIONS 46 ELMARTER & DEIFELELSA STREET & DELMARTER & DEIFf=:L BY: IMELDA STREET 2°' " E 27 BELD, CA.933°' PHONE 327-14884M FAX 327-1452 JAMS=S K. DELMARTER K-�ZAND LANNING SURVEYORS' R. .E.: 17564 EXPIRES: 6/30/07LEVELINGRTYLINE DATE: r 2 G RA�FTTING JOB N0. 141:20 C 22 N N Z � O Lo M F' 2 Z Q O 0 Z +0 N m 23 1 24 © —s— 12+60.00 KARRIE LYNN DRIVE 0 C2 00 DELTA RADIUS TANGENT M O Lu 00 W n N N N 16 U) S Oi 6 � M W Q J 2 Il Lo m 18 M 2 Q 2 19 M Pri M 2 2 2 a w 2 U w m O NWNW �_� of U m of U � a- w 12I 18i 00 0 a W c N 0 n O p U-) 20 N 21 C 22 N N Z � O Lo M F' 2 Z Q O 0 Z +0 N m 23 1 24 © —s— 12+60.00 KARRIE LYNN DRIVE 0 C2 SUMP SEE SHEET 2 OF SEWER AND STORM DRAIN PLANS FOR DIMENSIONS & DETAILS U Z w 15 N o 00 in � M 10' 20' 20' 10' CURVE DELTA RADIUS TANGENT L r N Lu 00 W n N N 17 16 U) S M 6 � M W Q J 2 Il Lo m 18 M 2 Q 2 19 2 W M 2 O O Of a w 2 2 w m O NWNW �_� Q U m I ' It-UZam � rri N �+ __ O 29 co 12I 18i 18' a W c (n O n (6 U-) N O O SUMP SEE SHEET 2 OF SEWER AND STORM DRAIN PLANS FOR DIMENSIONS & DETAILS U Z w 15 N o 00 in � M 10' 20' 20' 10' 17+00 0 18+00 n 6 7 M CURVE DELTA RADIUS TANGENT L r N Lu 00 W n N � r- 12 11 U) S M 6 � M W Q J 2 Il Lo m M 2 2 Q 2 2 2 W uJ 2 O O Of a w j W m w m O NWNW �_� Q m I ' It-UZam Iqct00 rri N �+ __ O 29 co 12I 18i 18' 12' W w (n 17+00 0 18+00 n 6 7 M CURVE DELTA RADIUS TANGENT 2 Q-� M n 14-14-a '677 14 13 12 11 10 9 8 a 7 6 5 00 W Q J 2 Il Lo m M LLJ W O M M O r u-0 la. ON U 2 W W 2 O O m O (r U) 2 a iQ O NWNW Lo (D tD M Q m r It-UZam rri N �+ __ O c6O2 CURVE DELTA RADIUS TANGENT 2 Q-� M n 14-14-a 37.00' 15.66' �. C2 \ Z 2 U U m c6 4- 103.63' 0�0 00 W Q J 2 Il Lo m M LLJ W H M O r u-0 la. ON U 2 W W 2 O O m O (r U) 2 a iQ O NWNW Q m r It-UZam La J W w (n CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 45'52'37" 37.00' 15.66' 29.63' C2 135'52'37" 42.00' 103.63' 99.60' C3 90'00'00" 20.00' 20.00' 31.42' C4 90' 15'35" 30.00' 30.14' 47.26' C5 89'44'25" 30.00' 29.86' 46.99' �Z 2 M oma 00 0 m O OTES & LEGEND +Q z am OQ Q w0 N �U Z Dm 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. Q PAVE WITH 0.20' A.C. OVER 0.40' A.B. Q3 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. S-12 W/ 6" GUTTER DEPRESSION PER C.O.B. STD. S-14 ® CONSTRUCT 12" WHITE LIMIT LINE PER CALTRANS STD. A24E AND PAINT STOP LEGEND PER CALTRANS STD. A24D rn r M 2 a U m N cp cO 0 N 19+00 N 20+00 Q 21 —s— M 2 U m r- 0 0 N + O N 00 rn ri M 2 Of U w W Z r' Q F- J W W(f) W = _V) SCALES HO RIZ: 11:1=50 VERT: 1" = 2' C m 0 aim i m �+' CONSTRUCT HANDICAP RAMP PER CAL CONSTRUCT TRANS RSP A88A • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 o INSTALL 100 WATT STREET LIGHT PER (;.O.B. STD. S-31 INSTALL 200 WATT STREET LIGHT PER :.0.6. STD. S-31 —S— PROPOSED SEWER LINE — = PROPOSED STORM DRAIN LINE PROPOSED SEWER OR STORM DRAIN M A,NHOLE T INSTALL STOP SIGN (R1-1) PER C.O.B. STD. T-19 + INSTALL STREET SIGN PER C.O.B. STD. S-40 (M=METRO) -- PROPOSED DRIVEWAY M 2 U m r- 0 0 N + O N 00 rn ri M 2 Of U w W Z r' Q F- J W W(f) W = _V) SCALES HO RIZ: 11:1=50 VERT: 1" = 2' C m 0 aim i m �+' 17+00 18+00 s� •,7 Trir��r C) C) � f7 l; EXISTING 46'-t;z IRRIGATION EASEMENTV. CANAL PIPELINE 19+00 20+00 21+00 22+0023+00 – + -- -- + - - S89 -08'114E 24+00 + ' P - + - - lz R1-1 �� ► s� s� .,�� C'j ® c s3sc� 0 ,16' GA TE co -'-6' HIGH DELTA BLOCK WALL T EXIST. IRRIGATION PIPE: C° 0 91 N 10' Lo I � 1, Q Hl of 2 of m '`? Q90 Lq ''ow � Z0 po L0 Z _. (0 mr IV 2 Z Trir��r C) C) � f7 l; EXISTING 46'-t;z IRRIGATION EASEMENTV. CANAL PIPELINE 19+00 20+00 21+00 22+0023+00 – + -- -- + - - S89 -08'114E 24+00 + ' P - + - - lz R1-1 �� ► s� s� .,�� C'j ® c s3sc� 0 ,16' GA TE co CURVE DELTA RADIUS T v - Lo M IH 10' 20' 120' 10' Lo I 1, Hl Z of m '`? CN Lq ''ow po L0 Z mo IV 2 Z o +U m LU U Z 0) Ld W .. m W M � �— 16' HIGH BLOCK WALL SEE WALL IMPROVEMENT 1 9 EXIST. IFRIGATION PIPE. 10 11 t� 4 - — x—x--x—x—x-x—x—x—: PROPOSED 6' HIGH 18 CHAIN LINK FENCE WITH REDWOOD SLATS 17 \ 1 I r N .ITE: Hk,LF WIDTH & SEWER LANE OF HUGHES 25+00 26+00 27+00 28+00 29+00 30+00.00 LANE TO BE CONSTRUCTED WITH 6369 ,-&,.,�, mss' V,s' 1�.T-'.-----'r--------I �----_-----F- s i -_ �L� .. s� s' 6a' ss •`Q � , •�o ? � s� o o �`9aa s`S o � s 0111. 3Q McKEE ROAD R W BACK 0� �, SIDEWALK 4 —= 16G6' HIGH BLOCK WALL xx—x—x—x—x—x—x— x x—x x—x—x---x—x--x—x—xx—x—x—x—x—x—xx—xPROPOSED 15' WDE ST026 PROPOSED 42"' SPUN 27 R1-1 /N EASEMENT 19 20 25 CANAL /RR/GA l►ON P/P PER CANAL /&! ? PLAN 34z SEE IRRIGATION PLANS � W � M 0 28 Z CL � Z � � M J H I- o7 m Z (/) W \Z Z M N W (n La Nm\ II + `. 2 (n NOTES 8c LEGEND 1 -- CONSTRUCT N �= o UCT HANDICAP RAMP PER CAL TRANS RSP A88A + �" of ~ �a o0 NIU Z 1O CONST 6" TYPE 'B' CURB AND GUTTER PER C.O.B. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD, 5-29 PER C.O.B. STD. S-3. o INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 Q PAVE WITH 0.30' A.C. OVER 0.40' A.B. INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 OO CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. S-12 —S— PROPOSED SEWER LINE W/ 6" GUTTER nFPRFccInN prQ r n o C-7- - , . = = PROPOSFn STORAA nRA1N I Mir' CURVE TABL CURVE DELTA RADIUS T C 1 90'00'00" 30.00' C2 89'44'25" 30.00' E_ ANGENT LENGTH _30.00' 47.12' _29.86' 46.99' TRACT 1`10.636 J PHASES 1 8c 2 EXHIBIT "A" — 'STREET PLANS & Pf<OFIL_ES u. T! . ti - SOILS QROFESS/pN� DRAWN BY : J. CRANE DATE : 12/08/06 SANITA71ON EE CIVIL sTrcn�RA�i `.._.. OF 12 ELMARTE:IR & DEIFEL ENGINEERS FOUNDM1oNS N W DEI_MARTER & DEIFEL ?$ P : "t No. ,7364 m 6i3oro7 A M cK EE ROAD 2A(h N ST /3 BAKERSFIELD, CA 93301 *�7 CIV1� ��* BY: JAMES K. DELMAR R PHONE 327-1486 FAX 327-1452 �f OF' CA101 R.(Ej.-7564 EXPIRES: 6/30/07 E:2PLANNING DATE: f,`►O G' B NC. 14120 N N 06 � 2 F- 00 Q o? +0 oM 50 00 rn rn M J w M 2 M LLJ 2 CONST 6 TYPE B CURB AND GUTTER PER C.O.B. STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK m U Q � U W Y p T w ... m O r j 'I N _ CURVE TAE ± 120' N 10 20' 0 R1-1 636H4 75 n M cm r— o Lo W W M co co2 Q Q 6' HIGH CHAIN LINK v = I = SEE /RR/GA TION PLANS FENCE W/ REDWOOD 27 m 0- a- SLATS 00 \-636J5 R1W BACK OF SIDEWALK T Lo 62 61 48 47 31 30 29 28 x + -�C�C- �C�C�C-�C-�(--)(--:-C-C-C-CC�C- �C�C�C--C X- X�C X� -C �C�C-C--C--aC�iC�(�( �C�C�C�C �C�C-C-�C �C-�C-�((-3{-�( �C�C�C�C�C- �C X X)X-�C-�C-�C X X N 10' SEWER J404 / 16' GA 1E _ 10' SEWER EASEMENT � EASEMENT 10+00.18 11+00 11 +70.81 12+00 13+00 14+00 15+00 \6' HIGH BLOCK WALL - I- - -�- - -4— - - - N00'36'12"E 16+01) 17+00 18+00 19+00 NOTE: 21+00 2.2+00 HUGHES LANE HALF WIDTH & SEWER, LANE OF HUGHES /JOIN TO HALF WIDTH ROAD LANE TO BE CONSTRUCTED WITH 6369 IMPROVEMENTS PER TRACT 6362 0 0 Q � O w w w = wV) Y w U Uj :2I V) 1-1 23+00 23+20.69 l .. NOTES & LEGEND. CONSTRUCT HANDICAP RAMP PER CAL TRANS RSP A88A CONST 6 TYPE B CURB AND GUTTER PER C.O.B. STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29�� T�� /C� � �� PER C.O.B. STD. S-3. o INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. 5-31 �/ "`���--��� �- _ CURVE TAE a2 PAVE WITH 0.30' A.C. OVER 0.40' A.B. INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 CURVE DELTA -E RADIUS TANGENT LENGTH �3 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. S-12 S PROPOSED SEWER LINE C1 89'44'25" 30.00' 1 29.86' 46.99' W/ 6" GUTTER DEPRESSION PER C.O.B. STD. S-14--- PROPOSED STORM DRAIN LINE C2 90-15'35" 30.00' 30.14' 47.26' ® CONSTRUCT 12" WHITE LIMIT LINE PER CALTRANS STD. A24E �� PROPOSED SEWER OR STORM DRAIN MANHOLE AND PAINT STOP LEGEND PER CALTRANS STD. A24D T INSTALL STOP SIGN (R1-1) PER C.O.B. STD. T-19 4- INCTAI I CTRPPT CIC,N PPR (` 0 R CTn C-d(1(AA=AAPTPC)) 0 0 Q � O w w w = wV) Y w U Uj :2I V) 1-1 23+00 23+20.69 l .. 04 W Q_ J Q ZW _ o f, (n Q -> boIX rt r- Z J OWDU e� N M J a< c� o Z CL V) (D N FQW04 -- + Q 00 W U N w W J a z_w a W(f) �NQ IX DOZE J � mU rriAc7 5008 3 � � 201 or' 00 z tp M re R1-1 D REMOVE DETAIL 22 10 M 04 W W .J a J Z oa O3 Zw ZW p y 0 0)az rn~Z V) MND -- ��� 0, z .:; M J J�! I�WQ NWU i' NmU rf 0 W� - 24+_ ZF- zLUQ 0 + Z F- �o PER CALTRANS STANDARDS, CENTERED IN 0; LANE AS SHOWN T INSTALL SIGN cyQ INSTALL STREET SIGN PER C.O.B. STD. S-40 (M=METRO) F -I n U) Z PROPOSED DRIVEWAY W3-1 F- N R1-1 STOP SIGN PER C.O.B. STD. T-19 N�Ld S=:qo,� ` zF- W \,\ Y (DI- JQ R1-1 m Q U U c!� zfr U Lal J U 00 J W m o 1 r- 75 N + ± U V_ W r- m I f v 3 1 I11+00 11+70.81 12+00 M 1 10+00.18 REMOVE o Of N DETAIL 21 �OfN 0WP7 own a r ­0_N N,WM -tXN 00wn 11+42.27 TO riaJ DooQ cvia J 0;a J 11+99.84 +aF_ OQ� +ZW +ZW - o F- Sao Sao F- (n V) Z �- N N V) Z Q N Z U) Z Z Q ir Z LVJ p Q z0` Z_ Q W J Q W J U~ LLI _j M U U U U m D REMOVE DETAIL 22 10 M 04 W W .J a J ar oa O3 Zw ZW p y 0 0)az rn~Z V) MND -- ��� 0, z .:; M J Z Q I�WQ NWU i' NmU rf 0 0) 24+_ ZF- zLUQ 0 11 REMOVE DETAIL 22 Ne�rra OR] j I R/W o6 n 18 +3 I I d - N II I 19 20 17 McKEE ROAD W Q 48yy 47 2 a- R/W 4,51 02 a to M I 00 H UGHES LANE HORIZ: 1" = 50' CONSTRUCTION NOTES 31 1. ALL PERMANENT STRIPING SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATIONS 8010-21C-19. ALL ELSE SHALL BE WATERBORNE. 2. AN ENCROACHMENT PERMIT FROM THE APPROPRIATE AGENCY SHALL BE REQUIRED FOR ANY WORK WITHIN KERN COUNTY OR CITY OF BAKERSFIELD RIGHT OF WAY. 3. TRAFFIC STRIPING, PAVEMENT LEGENDS, RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY, 2004. 4. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 5. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. 6. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER CALTRANS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2006". 7. ALL TRAFFIC SIGNS SHALL BE PER CALTRANS SIGN SPECIFICATIONS. 8. ALL POST SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 9. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 10. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 26 25 30 29 N W H r PAINT 12" STOP BAR (WHITE) O PAINT DETAIL 22 (DOUBLE YELLOW) O3 PAINT DETAIL 32 (TWO-WAY LEFT TURN LANE) ® INSTALL TYPE IV (L) WHITE ARROW �� cd INSTALL TYPE III BARRICADE PER CALTRANS STD. PLAN a_F f'" If BARRICADE IS TO GO FROM FLOWLINE TO CENTERLINE. WM La r,W IN7 a.f"- J CLQ 0 0) o.. J ZF- zLUQ 0 + Z F- o..J PER CALTRANS STANDARDS, CENTERED IN 0; LANE AS SHOWN T INSTALL SIGN M+ INSTALL STREET SIGN PER C.O.B. STD. S-40 (M=METRO) F -I n U) Z PROPOSED DRIVEWAY W3-1 F- N R1-1 STOP SIGN PER C.O.B. STD. T-19 N�Ld S=:qo,� ` zF- W \,\ ) '� 7 (DI- JQ N N� �/� m Q U U 00 H UGHES LANE HORIZ: 1" = 50' CONSTRUCTION NOTES 31 1. ALL PERMANENT STRIPING SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATIONS 8010-21C-19. ALL ELSE SHALL BE WATERBORNE. 2. AN ENCROACHMENT PERMIT FROM THE APPROPRIATE AGENCY SHALL BE REQUIRED FOR ANY WORK WITHIN KERN COUNTY OR CITY OF BAKERSFIELD RIGHT OF WAY. 3. TRAFFIC STRIPING, PAVEMENT LEGENDS, RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY, 2004. 4. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 5. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. 6. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER CALTRANS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2006". 7. ALL TRAFFIC SIGNS SHALL BE PER CALTRANS SIGN SPECIFICATIONS. 8. ALL POST SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 9. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 10. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 26 25 30 29 N W LEGEND O PAINT 12" STOP BAR (WHITE) O PAINT DETAIL 22 (DOUBLE YELLOW) O3 PAINT DETAIL 32 (TWO-WAY LEFT TURN LANE) ® INSTALL TYPE IV (L) WHITE ARROW �� cd INSTALL TYPE III BARRICADE PER CALTRANS STD. PLAN 0 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. w� BARRICADE IS TO GO FROM FLOWLINE TO CENTERLINE. NLdL)' PAINT DETAIL 32 (TWO-WAY LEFT TURN LANE) IF DETAIL 22 PROPERTY LINE DOES NOT EXIST AT TIME OF CONSTRUCTION. © IF DETAIL 22 DOES EXIST AT TIME OF CONSTRUCTION, REMOVE PER NOTE 5 AND RESTRIP PER DETAIL 32. O PAINT DETAIL 38 (CHANNELIZING LINE) 04 PROPOSED PAVEMENT MARKINGS (AS SHOWN) o..J PER CALTRANS STANDARDS, CENTERED IN 0; LANE AS SHOWN T INSTALL SIGN M+ INSTALL STREET SIGN PER C.O.B. STD. S-40 (M=METRO) =Z== PROPOSED DRIVEWAY W3-1 STOP AHEAD SIGN R1-1 STOP SIGN PER C.O.B. STD. T-19 00 H UGHES LANE HORIZ: 1" = 50' CONSTRUCTION NOTES 31 1. ALL PERMANENT STRIPING SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATIONS 8010-21C-19. ALL ELSE SHALL BE WATERBORNE. 2. AN ENCROACHMENT PERMIT FROM THE APPROPRIATE AGENCY SHALL BE REQUIRED FOR ANY WORK WITHIN KERN COUNTY OR CITY OF BAKERSFIELD RIGHT OF WAY. 3. TRAFFIC STRIPING, PAVEMENT LEGENDS, RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY, 2004. 4. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 5. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. 6. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER CALTRANS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2006". 7. ALL TRAFFIC SIGNS SHALL BE PER CALTRANS SIGN SPECIFICATIONS. 8. ALL POST SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 9. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 10. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 26 25 30 29 N W F- 0_ --i U z_o W W< N p N Na6,! I 4 zw ao �� cd (nZ F- N+ tDNQ (0(/) L w� �zW NLdL)' m C) PROPERTY LINE SUBDIVISION DRAFTING NmU f; 04 LLJ o..J 0; o 4 _ . _ _ _ 30--00.00 28 L�L + �-�- LLI W N�Ld S=:qo,� ` CD \,\ ) '� 7 M -- vIZ N N� �/� - Q Q c!� zfr U NX'N Na00 c0Wr7 (DWIh 06 o606 0'�Q `n a J 0Q 27 +ZF- �ZF- N p N p F- V)F- N V)Z (nZ oa z_¢ w� U m C) PROPERTY LINE 28 1+00 sANITAnoN — ... 22A HYDRAULICS -.. O F 12 CIVIL STRUCTURALS._--- FOUNDATIONS r ELMARTER & DEIFEI_ 2901 H ST. /3 BAKERSFIELD, CA. 93WI � ( t ,LAND LEVELING PROPERTY LINE SUBDIVISION DRAFTING ju 04 LLJ o..J 0; J 3 2: F- + - Z I- LLI W N�Ld F- N F_ N vIZ cnZ Q Q c!� zfr U Lal J U J W m U `iI � 2"�,�ii a S K. LZI-A i ria E#17584 VATE -17-r"" 27 R1-1 - CILIJ 00 WE LL1 Q ww 0 Ld U LL z a: O —� J W LLI m HO RIZ : 1" :=50' rn of I- W N a J + U F - Z_ N a 0 a (n ZQ 0 x Z J W Q U TRACT NO.6369 PHASES 1 & 2 DRAWN BY : J. CRANE DATE : 12/08/06 ELMAf�TER & DEIFEL McKEE ROAD BY: AND HUGHES LANE JAMES K. DELMARTER R.C..• 17564 EXPIRES: 6/30/07 DATE: `� G STRIPING PLAN S01S SHEET 12 sANITAnoN — ... HYDRAULICS -.. O F 12 CIVIL STRUCTURALS._--- FOUNDATIONS r ELMARTER & DEIFEI_ 2901 H ST. /3 BAKERSFIELD, CA. 93WI PHONE 327-1486 FAX 327-1452 LAND PLANNING SURVEYORS ,LAND LEVELING PROPERTY LINE SUBDIVISION DRAFTING