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HomeMy WebLinkAbout1.1-6520 Ph 1 & 2 Rec Drawb�b�h,_ FaRl a TT -a 1,W1I STREET CONSTRUCTION PLANS TRACT NO. 6 D_20 P 1&2 tTY OF _'DDAKE'D_`SFtELD N t A K E _'L'D_\V N C U N'_ L Y C ALtFO 7 -1- ASPHALT CONCRETE (TYPE (B(). 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 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 -8000 viscosity graded asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (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. 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 Engineer. At least 14 days prior to the start of work, the Contractor shall submit the following for the Engineers review and approval: a. A list of aggregate and asphalt sources. b. Documentation verifying that the aggregates to be incorporated in h work - � g p e or 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 the 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 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 car, 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. Where the compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving operations shall be conducted in such a manner 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. 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. 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, he contractor will be advised that the required y, a equ ed 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. 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 Developers 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, (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 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 Developer(s expense. The fog seal coat shall be either asphalt rejuvenating agent or asphaltic emulsion as directed by the Engineer. The subgrade beneath surfacing for median islands shall be chemically treated for weed control. The chemical shall be 2, 6- dichiorobenzonitrile and shall be applied in accordance with the manufacturer's recommendations and these special provisions. The rate of application shall be four (4) ounces of active chemical per one hundred (100) square yards of subgrade surface area to be chemically treated for weed control. Asphalt concrete shall be placed over the treated subgrade within two (2) hours of chemical application when the air temperature is higher than 50( F. At air temperatures lower than 50( F, asphalt concrete shall be placed on treated subgrade within ten (10) hours of chemical application. Should a "wettable powder" type chemical be used, a suitable fugitive dye shall be incorporated in the mixture so that coverage and spread rate may be verified. Full compensation for chemically treating soil as specified in this section will be considered as included in the contract price paid per square yard for Place Asphalt Concrete (Miscellaneous Areas). R � R A A B C C B 2' 2' '2% 2% A B C 26' 8' 18' 30' 10' 20' 30' 12' 18' SEE PLANS FOR STREET DIMENSIONS 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 W EAST PANAMA LANE ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND Z UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE P' 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. Z O 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE Z BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. �D 4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS�� WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER E- PRIOR TO THE AGGREGATE BASE BEING INSTALLED. O 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 TEST 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 FLOWLINES 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. ALL DRIVEWAY WIDTHS & LOCATIONS SHALL BE IN ACCORDANCE WITH C.O.B. ST'D T -12. 18. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA) WHICH ARE CALIFORNIA CODES. 19. 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 OF 34 EXISTS ON LOCAL STREETS AND 41 ON EAST BERKSHIRE ROAD NOTE. VARIES AGGREGATE BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADS SHALL BE CRUSHED AGGREGATE BASE (CAB) 0 - 16 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 ". ATYPICAL TYPE "B" CURB AND GUTTER W/4.5' WIDE SIDEWALK AC DIKE PER PLANS T.I = 4.5 - MIN. "R" VALUE = 34 0.20' TYPE "B" ASPHALT CONCRETE 0.40' AGGREGATE BASE R = 78 MIN. 0.50' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY LOCAL STREET SECTION 2% R VARIES 45' MIN VARIES 34' MIN 11' 2' ?q i HOSKING AVENUE VICINITY MAP N.T.S. Q C11 O p O 9 .Z O Ey E- 0 U - - ------ il ^ ^ w -DRAW IN EAST BERKSHIRE ROAD H �-- v L� ® './ I I I I I I 3 I 111 R BY STATE T{�A' THIS��ININ 1 1 2 1 3 4 1 5 6 7 8 9 1 10 11 12 13 14 15 16 ` 17 1 18 f 19 ? 20 21 f i jS I ^ � ?� p ©g �/ ' 3 I a 1 E 1 � w I � I CC T11NS. 1`,,..,r~. CP" ��E3 /' PPROY I I I � I 22 FO r-i DA 1 I I RUSHCUTTERS BAY DRIVE � BY: DA I '� l /lJ _f w 0 Z QI Z 0 Z I= D 0 0 I I L ESTIMATED QUANTITIES 132 131 1 130 1,129 ' 128 1 127 1 126 i I 1 125 j 124 1241 1231 121 1 W 13936 LF I I Z 101 1 102 103 104 1 1051106 107 i 108 1 109 i 110 111 1112 � 1 113 EAST BERKSHIRE ROAD 4555 Z 4168 O AGGREGATE BASE C/] 3948 Q 4117 d MONUMENT THESE PLANS AND HOSKING AVENUE VICINITY MAP N.T.S. Q C11 O p O 9 .Z O Ey E- 0 U - - ------ il ^ ^ w -DRAW IN EAST BERKSHIRE ROAD H �-- v L� ® './ I I I I I I 3 I 111 R BY STATE T{�A' THIS��ININ 1 1 2 1 3 4 1 5 6 7 8 9 1 10 11 12 13 14 15 16 ` 17 1 18 f 19 ? 20 21 f i jS I ^ � ?� p ©g �/ ' 3 I a 1 E 1 � w I � I CC T11NS. 1`,,..,r~. CP" ��E3 /' PPROY I I I � I 22 FO r-i DA 1 I I RUSHCUTTERS BAY DRIVE � BY: DA I '� l /lJ _f w 0 Z QI Z 0 Z I= D 0 0 I I L ESTIMATED QUANTITIES 132 131 1 130 1,129 ' 128 1 127 1 126 i I 1 125 j 124 1241 1231 121 1 119 118 117 13936 LF I I _ 101 1 102 103 104 1 1051106 107 i 108 1 109 i 110 111 1112 � 1 113 114 i 115 116 1 23 28 127 26 25 24 \\ f I 29 1 30 31 1 32 33 i 34 i VANCLUSE BAY DRIVE 1 " 35 UJ i I 100 99 98 j 97 1 96 ' 95 1 94 1 93 1 92 ' 91 90 ! 89 88 87 86 85 40 139 38 37 I 36 Z 1 i I U 41 ` 42 ' 43 1 44 45 1 46 69 70 i 71 1 72 1 73 74 1 75 76 177 ? 78 1 79 ! 80 181 1 82 83 ( 84 ii i i t I U DARLING POINT DRIVE i I 1 I I + I I I I I 68 67 66 t" I I 65 164 : 63 i 62 1 61 60 59 { 58 (57 1 56 ! 55 54 1 53 r52 i 51 50 1 49 48 1, 47 PHASE 1 I + I I PHASE 1 PHASE 2 i i i 1 i PHASE 2 - _J 79 1 80 , 81 77 76 i 75 74 • I � A2,! 73 7 PHASE 1 PHASE 2 TYPE "B" CURB & GUTTER 11592 LF 13936 LF SIDEWALK FORT DENISON AVENUE (WEST) 52961 SF 62952 SF AC PAVING HORSLEY PARK COURT 4555 TON 4168 TON AGGREGATE BASE 3948 CY 4117 CY MONUMENT THESE PLANS AND 14 EA 23 EA STREET LIGHT 200 WATT 4 EA 1 EA STREET LIGHT 100 WATT 15 EA 24 EA METRO STREET SIGN 5 EA 1 EA STANDARD STREET SIGN 14 EA 24 EA TRAFFIC CONTROL SIGN 8 EA 6 EA CROSS GUTTER 2212 SF - -- 11. COLLECTOR STREET LOCAL STREET SHEET INDEX SHEET 1. TITLE 2. BONDI BEACH COURT FORT DENISON AVENUE (WEST) 3. FORT DENISON AVENUE (EAST) -07 DATE DAWES POINT DRIVE 4. HORSLEY PARK COURT ROSE BAY COURT MIDDLE HARBOUR DRIVE ATYPICAL TYPE "B" CURB AND GUTTER 5. WELCH AVENUE (WEST) W/5.5' WIDE SIDEWALK (R6VISEp) 6. WELCH AVENUE (EAST) T.I. = 6.0 - MIN. "R" VALUE = 41 MARVIN STREET (SOUTH) 0.30' TYPE "B" ASPHALT CONCRETE 0.40' AGGREGATE BASE R = 78 MIN. 0.80' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY EAST BERKSHIRE ROAD SECTI01,'' 140 1 141 1142 1 143 1 144 145 1 146 147 1 148 % 149 1 150 151 1 152 1 153 154 155 1 ` 2 ' 3 1 4 5 j 1 i i i 1 1 j 6 WOOLRICH BAY DRIVE i 139 '38 137 1 136 1 135 1 134 1 133: 132 ; 131 130 129 128 i 127 1 126 125 124 12 1 11 10 I 9 8 1 11 { 108 ` 109.1110 ; 111 1 112 1 113 1 114 1 115 1 116 1 117 1 118 119 1 120 121 122 1 123 13 14 15 16 1 17 } , � I I I 1 I i I I I 1 1 18 WELCH AVENUE 1 19 107 106 105 1 104 10311021 101 1001 9 3 I I I I l i s 9 1 98 1 97 96 ; 95 J 27 26 125 24 1 23 22 i 21 20 I J I 1 I I 1 I t I 1 E V) I 82 83 1 84 1 85 86 87 188 189 1 90 91 92 ' 93 1 94 z 28 29 30 1 31 32 i 33 1 34 1 35 af FORT DENISON AVENUE D 67 58 57 x r 50 49 p 42 41 La U - 66 N 59 56 r 1 51 48 m 43 40 w 65 0 60 Cuj m a 55--( 52 47 44 i it 64 "' 61 �'' 38 W _ Q I / °J ° /54 ( 53 / 46 45 ' \ ° 63 62 i I �', l \ 37 K"Midi w. " r; ueao. i ° = 200' KEY MAP TEMPORARY TURN AROUND BY SEPARATE INSTRUMENT (TYP.) 'e,ofESSION 1371 LF ;�`SK Dr�w'9�yi ANY ERRORS OMISSIONS OR OTHER 12228 LF - s VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR c N0. 175154 m DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND EV. 6/30/07 M * SUCH :C!0RECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. CIVIL lF Or CM JAMES( K DELMARTER R C, F_ 17564 EXP. 06 -30 -07 DATE CITY OF BAKERSFIELD BENCH MARK USED SHEET STANDARD DRAWINGS PUBLIC WORKS DIRECTOR. RAUL M. ROJAS R.C.E. 39880 EXP. 12 -31 -07 DATE REVIEWED BY ASST. PUBLIC WORKS DIRECTO:,o '41" TOP OF CAL TRANS BRASS CAP IN LAMPHOLE ® INTERSECTION JNTERS HILL WAY REVIEWED BY TRAFFIC ENGINEER - ENGINEER'S STATEMENT ELEV. = 361.36 8. 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. TOP OF CAL TRANS BRASS CAP IN LAMPHOLE ® INTERSECTION 'e,ofESSION 1371 LF ;�`SK Dr�w'9�yi ANY ERRORS OMISSIONS OR OTHER 12228 LF - s VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR c N0. 175154 m DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND EV. 6/30/07 M * SUCH :C!0RECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. CIVIL lF Or CM JAMES( K DELMARTER R C, F_ 17564 EXP. 06 -30 -07 DATE CITY OF BAKERSFIELD BENCH MARK USED SHEET STANDARD DRAWINGS APPLICABLE 7. MARVIN STREET (NORTH) FOR THIS PROJECT ARE: TOP OF CAL TRANS BRASS CAP IN LAMPHOLE ® INTERSECTION JNTERS HILL WAY OF UNION AVENUE & PANAMA LANE PER C.O.E. TR. 5809 STD. NO. DESCRIPTION ELEV. = 361.36 8. CASTLECRAG DRIVE ST -1 CURB & GUTTER BENCH MARK SET MARTELLO WAY ST -3 SIDEWALK ST -4 RESIDENCE DRIVEWAY TOP OF CAL TRANS BRASS CAP IN LAMPHOLE ® INTERSECTION 9. WOOLRICH BAY DRIVE ST -9 THROUGH ST -11 STREET SPECIFICATIONS ERKS BERKSHIRE OF UNION AVENUE & ROAD ST -13 SURVEY MONUMENT ELEV. = 10. DARLING POINT DRIVE ST -14 STREET LIGHT SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM T -1 T STREET SIGN BENCH MARK SET -12 MINIMUM ACCESS DESIGN (DRIVEWAYS) 11. VANCLUSE BAY DRIVE T -19 MISC. SIGN DETAIL RSP A88A HANDICAP RAMP PER CAL -TRANS STANDARDS CHISELED SQUARE TOP CURB W. SIDE UNION 200' SO. OF C/L BANNOCK STREET 12. RUSHCUTTERS BAY DRIVE 3_35 WIDE CROSS GUTTER ELEV. = 356.33 SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM 13. EAST BERKSHIRE ROAD (WEST) NO. 6520 PHASES 1 &2 s = =� == 14. EAST BERKSHIRE ROAD (EAST) SAH�TA„« _:; T IMPROVEMENT PLANS CIVIL "�°R "�� - -- slRUCZUiiAL R�YIgED SHEET % Orr 1,4, ENGINEERS - _FOUNpAma�s_: == REV l5 I O N Q G,pp GzaVEO t devised DELMARTER AND DEIFEL -19 -06 rDATE-. DSte By 2901 H ST. #3 BAKERSFIELD, CA. 93301 j PHONE 327 -1486 FAX 327 --1452 NO. 14090 JOE KEAY it LAND NG SURVEYORS `w' ,MARIAN 1P SHAY`I 11T� -�v- LAND NG c?C.E 321"18 EXP. 12'31 -08 PROPNE _ s SHEET 1 OF 14 EON 1 CIRAWWA F9LE. TR6520 DELMARTER DEIFEL W CURVE DELTA RADIUS z LENGTH W 47'09'23" 33.00' 14.40 Q~ w 137'09'23" w 107.05' x CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 47'09'23" 33.00' 14.40 27.16' C2 137'09'23" 42.00' 107.05' 100.54' C3 90'00'00" 20.00' 20.00' 31.42' C4 120'11'00" 42.00' 73.02 88.10' C5 19'11'17" 30.00' 5.07' 10.05' C6 62'10'55" 42.50' 24.42' 43.95' C7 89'55'28" 20.00' 19.97' 31.39' C8 90'04'32" 20.00' 20.03' 31.44' C9 141'11'12" 42.00' -- 103.50' O z to O cn M to M V I ~ -- W W Z 73 z cn U W � 2 2 a C) M U U W m N O + Cr `N to 0 O N M LL 1 20' 20' 0' 72 D C2 R/W + C3 C1 - #72946 0o. . IB ON D I _ BEACH — 3 +Oo COURT © 3 +90.00 1 +27.29 POC 351.76 - — N _'05 30 W 0 © C1 C3 j C2 R/W I + 71 # 70 z 69 68 'z M Z W m IL � o IL M tc) tL Noq N + N WEST GUTTER PROFILE 358 Ill N 1 2 3 358 M W 356 cD b Z U U a: U 2 2 2 to U a U � n� w o N Obi 354 + to M Q N w APPROXIMATE NATURAL GROUND in W + O 0) N 0 CENTER LINE u') 352 �"� J Z O WEST GUTTER PROFILE 358 Ill N ~ M M M W M M 2 Z U U a: U - m to O M o O 0 Z LO F LLJ M Q N w M M M M ZZ U � � U a w 77 N r2 li + N N N gN z0u) Z z 't Lj O II �T0 M �F- J Z ~O Ucnm Q t0 m 76 oF-M M U 2 C5 00 0 C4 2 +00.00 30 3 +50.91 1 +25.52 POC - 351.61 #72948 C6 C3 C9 D u7 M SUMP z U SEE SEWER & w STORM DRAIN PLANS O 0 N N 1 2 75 + I' 18' 18' J ~ O M M M W M M M 2 2 Z U U a: 0 w a z o^ „tc) N N (0 to (D O M N N F LLJ ± Q N N 75 + I' 18' 18' J W W N c LO ~ M w W Z z_ U > w m C n 74 0) Q + st i I s i 4 +0 68 u- :200 n z O N t0 Z z -t �p� II Mir g 2 Nj O � 2? 0 WUQm �mT CO rU� Go F- M r+i no 2 N 82 CA N + DELMARTER & DEIFEL 84 85 :• NOTES & LEGEND 1D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. 0 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S -3 PROPOSED SEWER LINE © PAVE WITH 0.20' AC OVER 0.40' AB. PROPOSED SEWER MANHOLE SD = PROPOSED STORM DRAIN CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT Q PROPOSED STORM DRAIN MANHOLE � PER C.O.B. STD. S -29 T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED —� + INSTALL STREET SIGN PER C.O.B. STD. S -40 n _ 1J M w VM W ~ ww m w w N U) 88 89 90 91 92 93 94 DT uj i to f , i M M u- 0 M Z � n 2 O WZmLc) O LLI m U w IL Lr , U � y cd ri O Z d- DST q+ + cy) J z 0 i- W + nQ F (\j (n m m Q w LL W OmN W <n _ w `°Uto°_° IW/�� n W n +QM+ VJ �C)z� O cn m m O ~ ti N Ugto M W ZwCV O z zO•- M M Ck�LQ wZM cD J U w N z o^ „tc) m F— V M ^gpM = -1486 327 -1452 =_LAND Pi tiririiric SURVEYORS w ”' � z U F LLJ n J Z �p \( Q _ ) m C) " a m m r W in W + O 0) N M m u') OFM� �"� J Z O -- _ O W W MU 2 M Q � cf) z M O cD C0 FU- M m � W W N c LO ~ M w W Z z_ U > w m C n 74 0) Q + st i I s i 4 +0 68 u- :200 n z O N t0 Z z -t �p� II Mir g 2 Nj O � 2? 0 WUQm �mT CO rU� Go F- M r+i no 2 N 82 CA N + DELMARTER & DEIFEL 84 85 :• NOTES & LEGEND 1D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. 0 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S -3 PROPOSED SEWER LINE © PAVE WITH 0.20' AC OVER 0.40' AB. PROPOSED SEWER MANHOLE SD = PROPOSED STORM DRAIN CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT Q PROPOSED STORM DRAIN MANHOLE � PER C.O.B. STD. S -29 T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED —� + INSTALL STREET SIGN PER C.O.B. STD. S -40 n _ 1J M w VM W ~ ww m w w N U) 88 89 90 91 92 93 94 DT uj i to f , i M M u- 0 M Z � n 2 O WZmLc) O LLI m U w IL Lr , U � y cd ri O Z d- DST q+ + cy) J z 0 i- W + nQ F (\j (n m m Q w LL W OmN W <n _ w `°Uto°_° IW/�� n W n +QM+ VJ �C)z� O cn m m O 3 4 5 G 7 8 I 10 SCALES HO RIZ : I"=50' VERT: 1 2' 11 12 358 J \ ~ J M W Z O W z W M Ck�LQ U J U w N ?OM ZZr'�'7 m F— 2901 H ST. /3 BAKERSFIELD, CA. 93301 PHONE 327 FAX M to L -1486 327 -1452 =_LAND Pi tiririiric SURVEYORS (� m V) 0 II 0 0 OF CAtOO M � g � 0 DATE: / zoo z 2 Mi O u') z �"� J Z O _ O w w W yam m 356 cf) (0m04 O M = F) M w cD C0 FU- M 1M zwo � (ID CD U 2 CDgto W 2 0 C�trn + 00 w 00 to U Q U M -, wUZ m t`NO 0 Zwcq O¢ m m 3 4 5 G 7 8 I 10 SCALES HO RIZ : I"=50' VERT: 1 2' 11 12 358 J \ TRACT NO. 0520 PHASES 1&2 J DRAWN BY J.F.K.2 DATE 6 -19 -06 saNiinnoN_= SHEET 2 HivRduiics ; CIVIL 's3uclugA -; OF 14 Z O u- oe SK UE�yq���y� BONDI BEACH COURT ENGINEERSugaAs_= _:_.::. M to J U w N Z 0 M M '14;1-, J ( a B Y: �� — 2901 H ST. /3 BAKERSFIELD, CA. 93301 PHONE 327 FAX M Z Z M -1486 327 -1452 =_LAND Pi tiririiric SURVEYORS Z O to m R.C.E.: 17564 EXPIRES: 6 -30— 20U 7 M OF CAtOO 1\i W z i DATE: / zoo z erg z 4kO N N O C7l II w m 356 to g LO M 0 M 1M zwo Z rir0 2 CDgto cr 2 0 C�trn + 00 w 00 to U U M -, wUZ m t`NO t`Nn Zwcq O¢ m m m Z0N Q m M M W C7 M m to M M M 2 Go cD ui n X Z 1n Z LO a: N 60 F) F- M M It 0_ w M N to N r+i v 2 w m u+, APPROXIMATE NATURAL GROUND 00 354 M M M Z g M 0 CENTER LINE � -- -- - -- - M f g 0.5009, -0.250% 0.500% -0 0.500% EAST GUTTER PROFILE -�.500q - 0.2509 --o p.500% -o o-= �500% NORTH GUTTER PROFILE TRACT NO. 0520 PHASES 1&2 J DRAWN BY J.F.K.2 DATE 6 -19 -06 saNiinnoN_= SHEET 2 HivRduiics ; CIVIL 's3uclugA -; OF 14 Z O LL oe SK UE�yq���y� BONDI BEACH COURT ENGINEERSugaAs_= _:_.::. M to J F Z 0 M M '14;1-, J ( a B Y: �� — 2901 H ST. /3 BAKERSFIELD, CA. 93301 PHONE 327 FAX M Z Z M -1486 327 -1452 =_LAND Pi tiririiric SURVEYORS JAMES K. DELMARTER m R.C.E.: 17564 EXPIRES: 6 -30— 20U 7 M OF CAtOO 1\i Z DATE: / zoo z erg z 4kO U m O C7l w -i z 00 w m n W M M (D mLr) Z Z rir0 2 CDgto cr 2 0 C�trn + 00 w m U 2 APPROXIMATE NATURAL GROUND c�D U M 0 CENTER LINE \ m t`NO t`Nn Zwcq O¢ m m to Z0N w r w M M m M M t0 M N Z M 2 Go cD ui n 356 Z 1n LO a: N �, ,� �, a O ^ II 354 M - 2 M M 2 M 0.500 % M M M Z g M M f g — 2 0.500 % -e 2 2 2 ri � 2 CN C14 2 n U a U w a 0_ m O U U JZ10 w JZ w 0 a a W UQmm to 0 wUQm 0) N - M CA O O O M N O O n m Omu1_ OS� M 2 M Z _ O mto �'-Sr Z 0 6 N OUtoN a0SUM 354 N ± N to N. N N + K w CN + N + n + .- F- M +Q + w U 0'_ U CD CA F- M + +Q .- N N too 2 M W m MM U 2 APPROXIMATE NATURAL GROUND -_ - ®CENTER LINE- 352 EAST GUTTER PROFILE -�.500q - 0.2509 --o p.500% -o o-= �500% NORTH GUTTER PROFILE SOUTH GUTTER PROFILE 352 358 TRACT NO. 0520 PHASES 1&2 J DRAWN BY J.F.K.2 DATE 6 -19 -06 saNiinnoN_= SHEET 2 HivRduiics ; CIVIL 's3uclugA -; OF 14 Z O LL oe SK UE�yq���y� BONDI BEACH COURT ENGINEERSugaAs_= _:_.::. M to F Z 0 M M '14;1-, J ( a B Y: �� — 2901 H ST. /3 BAKERSFIELD, CA. 93301 PHONE 327 FAX M Z Z M -1486 327 -1452 =_LAND Pi tiririiric SURVEYORS JAMES K. DELMARTER m R.C.E.: 17564 EXPIRES: 6 -30— 20U 7 M OF CAtOO M Z DATE: / zoo z erg z 4kO U m O C7l w -i z 00 M z Ln Oz m n W M M (D mLr) Z Z rir0 2 O a0 cr 2 0 O M=me - cD C0 1- n + 00 w m U 2 APPROXIMATE NATURAL GROUND c�D U M 0 CENTER LINE \ m t`NO t`Nn w O¢ m m SOUTH GUTTER PROFILE 352 358 ), 1-65-,,20 /-,2- TRACT NO. 0520 PHASES 1&2 J DRAWN BY J.F.K.2 DATE 6 -19 -06 saNiinnoN_= SHEET 2 HivRduiics ; CIVIL 's3uclugA -; OF 14 Z O oe SK UE�yq���y� BONDI BEACH COURT ENGINEERSugaAs_= _:_.::. aDELMARTER &DEIFEL F FORT DENISON AVENUE DELMARTER & DEIFEL Lu No. 17564 m Exp. 6/30/07 m '14;1-, J ( a B Y: �� — 2901 H ST. /3 BAKERSFIELD, CA. 93301 PHONE 327 FAX to c9g^ -1486 327 -1452 =_LAND Pi tiririiric SURVEYORS JAMES K. DELMARTER m R.C.E.: 17564 EXPIRES: 6 -30— 20U 7 = -_ == taNO_ „�vEUNG OF CAtOO DATE: / zoo z O O) `a...... ` JOB NO. 14090 O C7l WZnLo O_ M z Ln Oz LO n II LO io � g M L M 0_ 356 rir0 2 2 0 .0 O O 0_ �z O U c�D U M m t`NO t`Nn w O¢ m m to to w r w M M m O m N O LO M M CA 2 N 2 2 Go cp U 00 2 Z 1n LO a: N + F- M+ 0_ 0 x C) + w 354 0.500 % 5009, 352 — _�-__ -. -- - 0.200 0.500 % -e •= 05pp% ), 1-65-,,20 /-,2- TRACT NO. 0520 PHASES 1&2 EXHIBIT "A" — STREET PLANS 8c PROFILES DRAWN BY J.F.K.2 DATE 6 -19 -06 saNiinnoN_= SHEET 2 HivRduiics ; CIVIL 's3uclugA -; OF 14 ROFESS /p Nq� oe SK UE�yq���y� BONDI BEACH COURT ENGINEERSugaAs_= _:_.::. aDELMARTER &DEIFEL ` FORT DENISON AVENUE DELMARTER & DEIFEL Lu No. 17564 m Exp. 6/30/07 m '14;1-, J ( a B Y: �� — 2901 H ST. /3 BAKERSFIELD, CA. 93301 PHONE 327 FAX * * -1486 327 -1452 =_LAND Pi tiririiric SURVEYORS JAMES K. DELMARTER lip, �Ivl� R��P F R.C.E.: 17564 EXPIRES: 6 -30— 20U 7 = -_ == taNO_ „�vEUNG OF CAtOO DATE: / ueavls�oN `a...... ` JOB NO. 14090 ), 1-65-,,20 /-,2- 72 1 +27.29 POC - 351.76 71 1 DELMARTER 6 I�IFEI .i to N v 73 a 1 M C�j W C2 R/W cl 2 +00.00 � O BOND { 3 +Q0 I BEACH COUR #72946 - -1 - C2 ��R/W 2 3 CURVE TABLE W D N 70 W 68 Z C1 Qw w w s N M O Cn - H W in 2 Z W (n O! U m N M o to + V) Of O LL- 31.42' N 1 20' ,20' t + 88.10' C5 19'11'17" C3 } 10.05' ©1 62'10'55" 2 3 CURVE TABLE CURVE N 70 z 69 68 Z C1 47`09'23" 33.00' 1 w m a � o 100.54' N M N 20.00' 31.42' N 120'11'00" 42.00' 2 3 CURVE TABLE CURVE DELTA RADIUS ITANGENT LENGTH C1 47`09'23" 33.00' 1 14.40 27.16' C2 137'09'23" 42.00' 107.05' 100.54' C3 90'00'00" 20.00' 20.00' 31.42' C4 120'11'00" 42.00' 73.02 88.10' C5 19'11'17" 30.00' 5.07' 10.05' C6 62'10'55" 42.50' 24.42' 43.95' C7 89'55'28" 20.00' 19.97' 31.39' C8 90'04' 32" 20.00' 20.03' 31.44' C9 141'11'12" 42.00' -- 103.50' ai_ n M M M) z t U � � U a W 77 N + N N + u w z0 vi Z Z* olr c0 10-3 M � O vam CD m 10 76 M U 2 C5 a0 C4 +- +00.00 3 +00 1 +25.52 POC 351.61 X72948 © C6 F- W W 04 � co W M M z Z z U / w U W 75 74 QC M 82 G N 1 20' 20' 1 s0I + + C7 C8 1 a O 1.91 4 4+83.91 5+00 O C3 N 1 SD C9 1Q J Ilia, 1 i18, \ 68 1_L_ 1L M N U m m U in m ZOi O ZZ� M n WZnt0 t0 W M SUMP z t o 1 r 0' r n � m E SEWER & a w ri 4hp 2 U w 2 rmi ST RAIN PLANS 1. w b °' '-vZimm0 Q v=i 0<cnOm N n Umto W N W UIDm N N O= O) m ~ 7 =r OFU-to w C4)6 06>FM W r+iUtr+i Q 1n MMU2 Z O m 4 1 2 3 4 5 67 DELMARTER 6 DEIFEL 83 84 85 F ORT DENISON AVENUE O 6 +00 6+ 0.91 © 7 +00 - - s C3 C3 #72944 SD + I 20' 20' 1 J 58 M ~ tL W 1 W z oo ri U r) ZZM mI�- "' W 1 r N o �rM + t z w �Zo W w dam O w m� m o ri=in W co t0 F M co c+owU2 W Q 0 N :. -1- 8+00 lei 57 I;� NOTES & LEGEND 1D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. <=> INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S- STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S -3 PROPOSED SEWER LINE Q2 PAVE WITH 0.20' AC OVER 0.40' AB. PROPOSED SEWER MANHOLE = SD = PROPOSED STORM DRAIN Q CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A �S OLE • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT 0 PROPOSED STORM DRAIN M J PER C.O.B. STD. S -29 T TYPICAL TRAFFIC CO L SIGN AS INDICATED =, + INSTALL STREET SIGN PER C.O.B. STD. S -40 � � F M w 1 r Ly U U n W m n= co 88 89 90 91 92 93 94 N ! ic 18' SD -- 100 ZF- I (v. 7 O 0 91 ,-t- - -# - - -� +00 © 10 +00 N89'54'30 "E 11 +00 11 +56.91 12 +00 _ 12 +89.91 + I 0, rn 18, s18' a°,. M 1 � 1 m 0 w t N + 4m W 11 W > (n W W n J U) Of O .01 50 R/W Wel l\i F- 0 M ZXn lL 2 Z O $Zbtc) O W I to O t CJ 3 O) L)(nmm Q W t0 m N m f0 Of W (6 aj_ W n O m 42 SCALES HORIZ: 1 " =50' VERT: 1 "- 2' 10 11 12 _358 Z O wi 356, t0 a 1� r t0 >n N t7 r ip CA P M r1 Z Z W r) a l N N � No _...... _... -... ,n ... ..................... M ........_1n. .. ua......... !7.. _._._.._.... ......._... _.. ........ .._...an......... ...... ....... r7 . ... an...�... M t7 ... _..... _ ...._ _:.o . . c0 ... .._.. . _... ... _ _ _ .. _. v�._ M _.._ _ _. _. .... -. M. _._. .._. ....._. .. .. _ .. .. _. _... .. _. . _ . _ .. .. - z 1 1 :1 t 1 1 m�� - M o 2- U a- - U M a w t0 m UO 0 V _� \Z O a m : V: m cp co N U 1 N in a. a w U ,n W c 0) O z � m M M O N N v + r r + o U " + to 354 _ .. . .. .. _ .N � + __..... . APPROXIMATE NATURAL (MOUND . . . _ ._.. .. .M . _ ... _ ..... ... + N... N. w n. APPROXIMATE ATURAL NTER LINE GROU ND _ .. _. + 00 .. _ . _ .......... _ 354 O CENTER: LINE -- 352 _ .. ....... .. - _ _ .. ......... . 352 - 0.2009: - 0.250% 50 °= 0% - 00% - 0.200 -osoo� -° o.2oox 0.500% °- NORTH GUTTER PROFILE WEST GUTTER PROFILE _. 358 _ . . _ 3 - - J \ tL --� O Ls- N F) o�N D m c0 ZZ* ZZM `tr) to 356. P tp M N W 2: 11) o 1 . W ' W o ' O W m 0 1 LL) Z .... _. ...:_.. _.... .. _...... _.. N) _.......... M r) _.. _ ............... ._............. _... .. _ _ _.. .. M r) �,. . n. M _ _moo a _ 01. m g _ M r M - M _ M r _ . .. . _ in rl - . . i z 2 z 1 1 2 riO 2 0 N N 2 rmj �k0 2O t 2 ri 0 1 2 o U a w 0: U 0: J Z Ir M M Cn rn o co c0' a �Z O (0 to of r) a m ,� a a W UQ0°m t r) m wo< 1� m w UQm m C4 C4 w UQ°0m ►- M : 01 ._ O +"� 0 1 N - n N O m to co=-� 2 2 m a+rz6 _ rn _ r) M c0 m 10 rn �_z °� r) M- _ °� t0 m r] r) W _ n N N :O to Q: tn N N n OFU-M� f a' GmDOfHM COD 2 2 0 co (01U-M :N 2 Z. N m =�� r�K)+ 2 2 m Q) 354 + + + N.... ..... N ......... .... .. + U ..r).. .... W :...... .. + ... ................... . r...... ..�... ..... ....... -.... ... _ - .......-N. + ..- .. ...... ........ + G r� U .1. _ .. .- U .... ..W..= . �............. ++ Q M M U . 1..... ..... ....... ,........ ........ ... .. + a0 a: U U + +Q m U + m a' U o: om m + �Q v D! GU w U W W APPROXIMATE NATURAL GROUND O CENTER LINE ..... ... - ...... ....... .. .. ...... .... .W_ - .III..- .. . .t0 .1.. .... APPROXIMATE NATURAL GROUND -® CENTER LINE -. ..... ... ..- .. .. _ .... rn ...... .. .. .... . -. - -1.. -. .... .. w. m . ... �. _ , . rn.... - -- - - -- --- - 352 . _ ...... ....... _.__ . ._ ._ _._._ _. _ ....... _ ..__. _ _ . _ . .... . .. .. _ _._... _. _ _ _ _ _ _ ooq 05 . r A . -o. _ so 352 -0.200 0_50076 - O.SQ09 0.2- QO% 0.200 0 500 %� e. 0.5009, -0.500 -0.250 0.500_% -0 (1,. -Z 09; 0% 0.20 a - 0.2009 EAST GUTTER P - - SOUTH GUTTER PROFILE : - TRACT NO. 0520 PHASES 1&2 EXHIBIT "A" - STREET PLANS ROFILES SHEET 2 pFESS� DRAWN BY J.F.K.2 DATE 6 -19 -06 spiiTano�x_: =. QR ON CIVIL " OF 14 DEL BONDI BEACH COURT ENGINEERS ........ . ELMARTER & DEIFEL DELMARTER & EL W NO. 17564 m . _?�` - FORT DENISON AVENUE w E)q. 6/30/07 / ,/ e 2901 H ST. #3 BAKERSFIELD. CA. 9 BY: - G'" " ° PHONE 327 -1486 FAX 327 -1452 * * JAMES K. DELMARTER s :_ u.NO:`_iHC: SURVEYORS T1p CIVI%- ��` R6:E.: 17564 EXPIRES: 6 -30 -2007 wo: "vEUt�G f or CAI�F� - fQPEf2TY LINE: DATE: y- _= sueayori: DRAFTING: JOB NO. 1409D 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 © PAVE WITH 0.20' AC OVER 0.40' AB. n INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 --S- PROPOSED SEWER LINE PROPOSED SEWER MANHOLE �\ > = SD = PROPOSED STORM DRAIN CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A < 0 PROPOSED STORM DRAIN MANHOLE • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED PER C.O.B. STD. S -29 J J + INSTALL STREET SIGN PER C.O.B. STD. S -40 � r to cn w ro 2 N 2 v W w m m W z 92 93 94 D N 28 29 30 + _ + I i1 18. 18' �2' 1 I l ; 9 SD I I w w Li Li _ U a 31 32 DELMARTER & DEIFEL CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Cl 90 °00'00" 20.00' 20.00' 31.42' C2 89'55'28" 20.00' 19.97' 31.39' C3 90 °04'32" 20.00' 20.03' 31.44' C4 44'24'55" 37.00' 15.10' 28.68' C5 268'49'50" 40.00' -- 187.68' C6 44'24'55" 1 35.00' 14.29' 27.13' C7 134'24'55" 1 42.00' 1 -- 98.53' 33 VJA 35 N N N (r) M z z 0 U 0 Z W Lnm Ln C2 C3 #72938 0 (D C4 FORT DENISON AVENUE o 00 TEMPORARY -- - 1 TURN- AROUND _ _ _ _ _ _ ,_ _ _ T 0-21.77 POC 352.42 11 +00 11 +56.91 ; © 12 12 +89.91 13 +001 — 1 p 14 +26.91 15+ 0 89'54'30 "E 16 +00 17 0 02 - p 18 +54.88 PAVED W/ 2" AC C5 n i 0 © 0 0 OVER NATIVE #72940 = SD - SD #72939 N C4 1 Cl Cl Cl � I uf_ + I 1s' ,s' 42 41 �,�0) 1 zo 20 1 vG � 204- f- 206 W ��n N W z °n '� a z "� �_ > a z "� INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE 0 I II ,n D ,n 0 I it m (n 0 1 II M BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED in � m ro O M in 0 � M -0 0) t AT SAME TIME. REMOVE AND SALVAGE SIGN WITH ri0 z 2 ri0 2 D 2 rio CONSTRUCTION OF ADJACENT PHASE. a J (n J F Q J H Z vQmm w UQmm wvam 0 N H m Ld (6 U4') 00 = 0-Um QO �0�1�-1 tD (DUm W + Q M+ w W + r+j Q + W + Q M �U2 = W W r �U2 �' U2 L0 O = w 00 w rn W J W cn _ S C ALE S > HORIZ: 1 " =50' VE RT: 1 99 2' 11 12 13 14 15 16 17 18 19 0 1 2 3 4 358 DELMARTER & DEIFEL W 358 z W N N Q N z H w w N O � N 0) rn '' nn / W cn M W Z z 2 f a- U W G U (D c) N m (�/ E y- ( + 0 64 65 66 67 0 O U T + Z cq to f I {ii 1� 20' Flo' 1 j1 j ! I I R/W + i ' U C7 OU ! C6 0- I r 0 +50.00 1+00 (D +000 ® N 2 +00 N00'05'30 "W O +00 N Cl © ° 3+80.9 #72945 2 z 2 z [ AWES POINT STREET (D II 6 O U UO C1 � Z 0 U C7 C6 U 0 m w I RAW W a. a. (,-1 m #72944 0) r) M O) f i O) 1 20' 20' 1 62 M 61 60 59 58 (n N to N Lo to 2 U � o z w U N (o 1 p Z � 0 Z fr � r w 07 00 m m r) (p p M O) O O+ m of ± + ro n w TEMPORARY TURN - AROUND EASEMENT PER FINAL MAP W J W cn _ S C ALE S > HORIZ: 1 " =50' VE RT: 1 99 2' 11 12 13 14 15 16 17 18 19 0 1 2 3 4 358 358 N N N M f r z N� N rD 356 Z cq to _ OU r) 2 2 2 z 2 z 0 6 O U UO � Z U U U? m w W a. a. (,-1 m 0) r) M O) O) ^ 5 4 (n N Z Z N (n N (o 1 p 0 Z fr w m M m of ± n w 354 APPROXIMATE NATURAL GROUND -- — --- APPROXIMATE NATURAL GROUND 0 CENTER LINE ® CENTER LINE - -` - - -- -- — - -- - _ 352 _ ............... - 0.200% 352 - 0.200% 0 `- WEST GUTTER PROFILE -�3.500� 0.500% NORTH GUTTER PROFILE 358 358 0 p N � Z�^ iL Z� F M z z�n ZO¢ rr Zorn W ZM Zen mwZM Z N c0 07 356 Z O U WZr} N a. o f II N to 0 7 O I II 0 r a O I II F N - � 0 � Ln (o 356 0_ in m r) - M Lo M to 0,:m ZO M) to t7 Ow ri zJ�zo 2 2 ro �O 2 2 ri �o U 2 2 Z Z N �ZOU V \ZO U rN7 r) U \?O Z U O U U G U u? U Q m m Lo Lo W U Q m m �r,1 W U Q m - W o a_ a w m LF) w m � r) r) m m r) r'I (O m Ui cq ^ (o 0) rn v=i co (n ao Z i 000 70 co CO z 2 too 0) M m (� N � p 2 354 w +�-M + u m + +�M + r� w + +�-� + 0 + 0 + + U �,� _.- �0 z r �� z w m �$� z r w _ APPROXIMATE NATURAL GROUND APPROXIMATE NATURAL GROUND - 0 CENTER LINE _ -- -- - ® CENTER LINE _ -- 352 - 0.200% 352 - 0.2001 0.50-0%--o o _' 0.500% 0.200% -- -[1 SOOt 500 0.9, _ -- - - -- —EAST GUTTER PROFILE -e SOUTH GUTTER PROFILE Fl.' . 17564 m wt Exp. 6/30/07 1 A �c # sT CIVIV rF CF c\ DRAWN TRACT NO. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLANS & PROFILES DRAWN BY : J.F.K.2 DATE : 6 -19 -06 DELMARTER & DEIFEL BY: _ JAMES K. DELMARTER R.C.E�, (7564 EXPIRES: 6 -30 -2007 DATE: 3,- �Ze l r `7 1.I -,�S,2o i2 NOTES & LEGEND Q C CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. w wl STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK D D PER C.O.B. STD. S -3 z z © C CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S -35 > w Q3 P PAVE WITH 0.20' AC OVER 0.40' AB. Q N N zW w CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A A88A ° ` o= `" CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT n 04 u 0 z z U W PER C.O.B. STD. S -29 Z Z 04 0 0 w w + I INSTALL STREET SIGN PER C.O.B. STD. S -40 a M M M Q Q M U U U F F— W m m r r/ 55 5 56 0 0 O O 0 LO N M M 111 2 20' 2 20' 11 ' I 54 R/W C2 R 0 C C3 1 +27.29 POC 352.50 - - #72942 © — C1 2 +00.00 r rb 0 3 3 +9 C �. H HORSILEY PARK b bCOURTI,l c1 I C2 T 53 0 N O N M rr0 CA 52 z 51 Z v w INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 a 0) M � PROPOSED SEWER LINE OR + N N PROPOSED SEWER MANHOLE + N = SD PROPOSED STORM DRAIN 0 PROPOSED STORM DRAIN MANHOLE T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED 1 2 358 1 O Iq N M 356 z O a N N + 354 APPROXIMATE NATURAL GROUND — @ CENTER LINE — — - - — 352_ W:1 „ 0 #72943 m °. 1 20' 20' 1 N 50 U m O 0 0 Ln + M 3 rd M N N N N M M d w m M -0) O M 00 Cn O z r- 't o N U') to D_' + + + U N N M W D0� -0, 500-0 WEST GUTTER PROFILE O O N N N N to to M M M M 356 z z z U U O U N OD W N N + N N 354 APPROXIMATE NATURAL GROUND 0 CENTER LINE -- _— � -- — 1 352_ EAST GUTTER PROFILE c0 O N M M 0_ U m O O O Ln + M -o.soo O Q1 M 2 U W Li z w Q N zW W 0 M � W a00o ca'o — vw) z Z M M w a Z Z M F- OO W m 47 + � N 4 48 49 6 O Ll- c1l M 1 20' 46 C2 0 R/W + C3 #72941 2 Cl 0 N00'05'30'W 3 1 _ 3 +00 1 +27.29 POC � 352.13 - - -- - -- ��.�.>, -,yam.- .5 .�- _..`�_-_.. .. ROSE BAY COURT Q C1 C3 � R/W 45 1 WIN 2 m M � a? M z 43 2 v w U a M � Oo + N N + N 3 #72940 O) tO 1 20' m 42 Z U m 0 O 0 m + M r CD � tOp N r 2 Z 2 2 U U U M M a (L W m N OR 0! O M Z N N to LO + N ...N + W APPROXIMATE NATURAL GROUND -` 0 CENTER LINE - 0.200% -n.5009,� --WEST GUTTER PROFILE M M OD Q) O � O N LO M M M M 2 Z Z Z M U') d d W m U) M Q O M N 00 Q O Z N N .L0 x ± NN M W APPROXIMATE NATURAL GROUND @ CENTER LINE — 0.200% —o.soo EAST GUTTER PROFILE 4 iv DELMARTER 6 DEIFEL #72937 0 -23.96 POC - 352.05 CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 47'09'23" 33.00' 14.40 27.16' C2 137'09'23" 42.00' 107.05' 100.54' C3 90'00'00" 20.00' 20.00' 31.42' C4 13'32'10" 30.00' 3.56' 7.09' C5 114'12'40" 42.00' -- 83.72' C6 141 °30'25" 42.00' -- 103.73' C7 62'10'55" 1 36.75' 22.16' 39.88' 1 O O N tn LO M O Z V M z z o O z a w 00) O N O 0 0 ° N M M to Z O M z Z OU C) z CL W m O N 0 O O w D z w Q 7 Ld zW W O N W l7 ^ N W W O M n M M M Ld Z Z Z m 0 cam.) m W m 37cn � 38 36 40 41 o 0 + 0 0 I I M 1 1I 20' 12 I I I � R/W ° C3 I I 1 C4 0 0 cS_.. C5 "\P+50-00 F_ 0 +50.00 1 +00 p N00'05'30 "W - 3 1D ° MIDDLE HARBOUR DRIVE O C7 _ ° C3 I , R/W c^ C6 #72939 � N ao '� M 1 ' 20' 2 � M M M Z Z Z U U U 0! a w m m a) ai o cn r` ± N+7 + 0 TEMPORARY TURN - AROUND EASEMENT PER FINAL MAP SCALES HO RIZ : 1"= NOTES & LEGEND LLJ 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. D cTn C -1 UfiTW A W WInr- (VIRARINIATIOKI TVDF cirw -WAi v i I PER C.O.B. STD. S -3 fI CURVE TABLE i I � W Ld ,� CURVE DELTA RADIUS TANGENT LENGTH Cl 90 °04'32" 20.00' 20.03' 31.44' Q Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S -35 81 C2 89'55'28" 20.00' 19.97' 31.39' 03 PAVE WITH 0.20' AC OVER 0.40' AB. F- LO w C3 89'53'15" 30.00' 29.94' 47.06' Z DELMARTER & DEIFEL w W O /��� W z rn C4 90'01'20" 1 30.00' 30.01' 47.14' CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A z w Q i w W i CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT � a-? Z o I M PER C.O.B. STD. S -29 u u') ) 1�, Z W I M = M Mi O a = I I + INSTALL STREET SIGN PER C.O.B. STD. S -40 (M= METRO) Z z " Z z_ c W 1-- U I m U U / W U UNm z O I I U m w ao m 0 Z c) W I I Q M 108 109 110 111 112 113 114 115 116 117 118 119 120 121 + M 122 U U I Y I W I I W + + + `O I° `O I 18' 12' 20' ' 10' r ! I a I M I REMOVE 4.49 LT EXIST #72951 k V) CURB & GUTTER - MATCH I I I ? ° + — AT SAW CUT LINE INSTALL R3 - 5R NO SIDEWALK HERE — — — 20' R� I I L I _ � C4 R1 -1 0 0 0 o C2 C1 2953 ° w w 10 +00 I 0 1 +00 oN O b 6 +63.8 0 © 11+c�o WELCH A 2EuaUE N89'54'30 °E 13 +00 014 +00 14 +69.82 ls+oo w 2 +00 02 N 3 +00 a 4+00 5+00 6 +00 7 +00 8+00 9+00 10+00 Ld C3 0 O 0 o I C2 Cl i C2 X2954 PROPERTY LINE Cl 0 ► Q# a I p #72g4g PAVE 30' TRACT BOUNDARY 25 I W — RAID. TRANSITION w I TO CONCRETE N l CL I DRIVEWAY PAVING I + II w f , I M 10' 20' 20' 110' o w tM ,•M I fI I /° I I I R/W t i I � + I ij � u 12' 18' 18' Ill 2' f 0 cn- I� 3 I /° I � w I 358 C 2 W.- � ,� ,� u7 M to to M M Io I W I I I 2 0- U cD 78 79 80 81 107 106 105 104 103 102 101 100 99 98 97 96 95 z Q z N N LO w I` S�6 @ INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S -31 ,"'� 2 w 556 2 ir N ( I� QI w w I + O INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 Z m n m PROPERTY_UNE w _.........._.... .... ...._..__............ ...._._ .... _ a z z - - SUBDIViS1 - ..- PROPOSED SEWER LINE N o + °+ "' — _ ° +FU- M -0.430% + U W U m + _ - n U 2 � ^ �+ APPROXIMATE NATURAL GROUND ® CENTER LINE �n 354 N _ -- -- — —_ -- 0 PROPOSED SEWER MANHOLE z -.0 G,--Z.-1 _�- �� w w z o w = SD = PROPOSED STORM DRAIN ° 0° 7: co ao zz 0 PROPOSED STORM DRAIN MANHOLE M W 0 uj a v T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED Z F- z z w Q a a a a cn SCALES HORIZ: t"=50' VERT: 1 "- 2' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 354 352 m u� to M 2 m N 0 to n L 358 C 2 W.- N O LO _. ._..._.. .... ,. �r "A" — STREET m r to � n C) o M \ 356 rn n 354 352 m u� to M 2 NORTH GUTTER PROFILE 358 TRACT NO. 6520 N 0 to n L u- 358 N O D z "A" — STREET m r to M Of 356 rn n z W rn zO co 2 0- U cD ° ° 2 U ELMARTER & DEIFEL O z d N 6 0 N N LO w O I II S�6 Exp. 6/30/07 * * BY: �+��Zf�,� 2 2 M 556 2 + "' N ( Z J �� R.0.1<` 17564 EXPIRES: 6 -30 -2007 — 7 ° — � o m� PROPERTY_UNE M _.........._.... .... ...._..__............ ...._._ .... _ � Q 356 - SUBDIViS1 SOUTH EDGE PAVEMENT PROFILE - 04 N Z Z Mi +FU- M -0.430% + U W U m + _ - n U 2 \ APPROXIMATE NATURAL GROUND ® CENTER LINE 0 CENTER LINE 354 -0.500 _ -- -- — —_ -- -.0 G,--Z.-1 _�- ' -- -- — -- -- — NORTH GUTTER PROFILE 358 TRACT NO. 6520 N 0 to n L o 358 N O D z "A" — STREET m r 1- o U 2 w Of 356 rn n Z w m 2 0- U ° ° ° ° 2 U ELMARTER & DEIFEL c0 Op ° �e N 6 m N N : W n AVENUE S�6 Exp. 6/30/07 * * BY: �+��Zf�,� 2 2 M 556 s Q + "' N ( w m R.0.1<` 17564 EXPIRES: 6 -30 -2007 — 7 ° — OF CA1 � 2f PROPERTY_UNE ° -- _ 0.4149 6c��, - SUBDIViS1 SOUTH EDGE PAVEMENT PROFILE - \ 354 -0.430% �— APPROXIMATE NATURAL GROUND 0 CENTER LINE 352 SOUTH GUTTER PROFILE 1 352 O 17 TRACT NO. 6520 PHASES M o 358 2 � ° D z "A" — STREET m r 1- o U 2 w Of 356 w � Lu w Li ELMARTER & DEIFEL z cn w W 354 � 2, ��L TRACT NO. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLANS & PROFILES DRAWN BY: J.F.K.2 DATE 6 -19 -06 sss: > =::: SHEET 5 snr�iAnoN:: .. HYDRAULICS= :::., OF 14 CIVIL Rpf ESSlp Hq� oe SK. Df(yq��yc aucnrR: - =:_<, ENGINEERSrrroraiv:.,_ =:::;. ELMARTER & DEIFEL � WELCH AVENUE DELMARTER & DEIFEL 2901 H ST. 13 BAKERSFIELD. CA. 93301 Exp. 6/30/07 * * BY: �+��Zf�,� PHONE 327 -1486 FAX 327 -1452 JAMES K. DELMARTER s Q .....0 ro::PU►NNNC SURVEYORS r CIVIC �` 9TF R.0.1<` 17564 EXPIRES: 6 -30 -2007 uwo..vEUNC: OF CA1 � 2f PROPERTY_UNE DATE: - SUBDIViS1 -= AFnN- JOB N0. 14090 - W CURVE TABLE DELMARTER & DEIFEL NOTES & T E G E N D CURVE DELTA RADIUS TANGENT LENGTH Cl 90'04'32" 20.00' 20.03' 31.44' C2 89'55'28" 20.00' 19.97' 31.39' C3 45'52'37" 37.00' 15.66' 29.63' C4 135'52'37" 42.00' 103.63' 99.60' !V J ° Q DELRARTER & DEIFEL D CONSTRUCT 6" TYPE "B" CURB AND GUTTEP PER C.O.B. O INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 z m � aoo o STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK w o a yr ri z o a PER C.O.B. STD. S -3 .—S— PROPOSED SEWER LINE CL z M m °! II ^ Q ro N m o n W Z M m m N M cv M o 1 11 Q PAVE WITH 0.20' AC OVER 0.40' AB. PROPOSED SEWER MANHOLE MO O M W M t M M M- :� U= t Z m z t Z M 4k° = SD PROPOSED STORM DRAIN �z o W o z 0 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A Uµ a m m W w 0 w m w v Q 0 PROPOSED STORM DRAIN MANHOLE m °n �? n V' � m ^ 16 17 o m • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT 120 121 "' 1 122 123 � °° 13 14 15 + m N = PER C.O.B. STD. S -29 T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED + F- M m Q Oi Oo a0 1- Oi O) N H M _ + 'r ca 00 10' 20' 18' 12' O N M 10 20' 20' 10' + I t + I � + 74 8 � + 10' �0' 20' 10' + M � t + INSTALL STREET SIGN PER C.O.B. STD. S -40 i s I I I #72947 1 g 6 g ! R/W 30' ACCESS EASEMENT R/W I + PER BOOK 4801, PAGE 1345 O.R. C2+ v. �— -- — -- -- - -- — — — — — C4 I I o Cl F- 0 0— N - - — w Cl C2 — �� — — C2 00 + TNACT BOUNDARY + oo _ ui U O o 14+69.82 p I 16 +29.82 0 co C3 18 ±94.82 #72956 I oN O © oN N -- — -- - - -- -- -.—_ _ _ -_ N w w 14 +00 N 15 +00 Ngg- j.}•30 °E N 16 +00 i© I 17 +00 18 +00 T —� i 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 w — — — — -19 +67.33 POC +00 2 +80.00 N00'00'S8 "W 5 +60.OG © 7 +00.00 8 +40.00 _ - -_ i ___._.. _ _ 352.48 € w._ N I WELCH AVENUE Q °° c3 O N MARVIN STREET 10 F —b C1 I C2 o N C4 Cl o C2 C1 b C2 C1 - C2 C1 o a �" 19 67 W I Lo '�' 12' 18' 18 I'I12 i l0i 20' 20' 10' cq a Z "' 82 1 L)7 10'f 20'' 20' 10'I 1 08 139 i2' 1i ' 18' 12' 1 40 68 0 10' 20' 20' 10' a 00 M M m" N' N LLJ O II rN LLJ Lo � L1 J N }- M 00 cj N M M M M > M M w M 95 t Q t 27 t 26 25 24 23 22 M K) z t r�i zk ° z t t t ) w t t v M t 2 0 LLJ o J z o z t°1 v m w 0_ t of U > W U Q °� m LLJ M W m ® W Q Q m W rtD `n° a m a Q o° m N o > w o 0 Lc) = r`3 = o o M O 00 v d0' C) M = N N "°.L C t O 00 Z ^ L0 00 00 M c^0 O O U t N = N + + M � Z_ LLJ 0+0 0+0 T + 0) + + W W J Q W+ 00 co U � °� m W o ry y c0 N } w Q W LLJ w LLJ w N a N z oN -�hl o zW W p �cn _ ~( p o a b- SCALES HORIZ: 1"=50' VERT: 1" 2' 14 15 16 17 i8 19 20 0 1 2 3 4 5 6 7 8 358 ..58 J J L U LL' M Z ? a0 0 co C M a0 Z M ^ a0 N N rrj p? II 1 11 N nj 04 rn rn rn N 00 O 356`°o M M to to M Z z M° "+ + + 356 .. ._. Jik ... .. ,. t t t t Z N M M JZU - to 00 ,11Z 0 0 D M c0 U<Nm U 00) n U O W m �U(T m d m m w m a a r,�j to to o m d0 4�� (�Q d) Lo 0) _ i° M M CD ^ h z ^ t t N ,`) APPROXIMATE NATURAL GROUND - �6 tk. + 00 ,';� 0) Z t 0i ao (a � o M M o o N < M ® CENTER LINE - h F`� _ + ao � M co v3 U + + U U + + a 'S — — — -- — — 0.200% O Z � v coi + m+ a+o m o N w m M M U Z — — — + L699% r . - -- — _ --7 — -- 354 W m r r — — 0.200 %--- - - - - -- 354 APPROXIMATE NATURAL GROUND - ® CENTER LINE — _ — — -� — — o= 0.5009, 3S3 )6 WEST EDGE PAVEMENT PROFILE 2/ z 0 3512 0.200% 0.555% - 0.200% 0.200% 0_500% -0 0 500% 3.52 o- ' NORTH GUTTER PROFILE z 0.500% — WEST GUTTER PROFILE z o-- _ o o' 0 z u- J 1 Q 358 358 z ° N ,n w H Z a ri M N W Z M 00 t O W o I I1 N ¢ Z N O MM7 - d' M M M M -3 M m co co 00DO N o 00 2 ri 4k � Z 2 Z r7 M t Z a M � N N H N F- z z O.j N N 0'_ J z 0 0_ O w w r J N D_ Q a 00 356 W t1) M M Il) U \ gy m U U U d er U 2 U W M M M M M W U Q m � W m � to w a m � 356 t t FZ- -. F t t t Z o O m N O M M o '� M O O O M tJ O' O O O_ a a 0_ U U O N U to O t t O N t OD O O t l w () lt � U U 0_ O 0 * H M a w N N re W m O O 0 m W V V m a a U ++ Q + U U + + ,) U + + + U � � m O O U t N W m M ul rJ m � a0 Lj M ,� n r- r ^ APPROXIMATE NATURAL GROUND M Z t O 000 D M c(0 c0 -- — . — — -- + o! a + + + + + + � CENTER LINE 00 — p.541% - 0.200% 354 8 m ul � 00 —----- - - - - -- 1s���„ - o.sooq 354 APPROXIMATE NATURAL GROUND - -- _ -- — ® CENTER LINE — - -- -� — _ — -- — - - �- -EAST GUTTER PROFILE 1 p19% ,o 352 0.200%_ —_— _ — --- — 0.��3% 352 -F o- SOUTH GUTTER PROFILE o= 4q i TRACT NO. 0520 PHASES 1 &2 EXHIBIT "A" — STREET PLANS & PROFILES says >_ < SHEET 6 SANITgiION ; DRAWN BY J.F.K.2 DATE 6 -19 -06 -- HvRtiiucs_;_- :i:::. QRpFESS /0,y9 CIVIL 9 UcTUR.A.L OF 14 ,���`�FS �f�M WELCH AVENUE ENGINEERS rroaraNS <> >::__, DFLMARTER & DEIFEL MARVIN STREET DELMARTER & DEIFEL c.D h 'Q F� y 9 w No' No. 1751' E 6/30/07 BY: //� �� /4wlx 290PHONE 327- 11486RFAX 327 - 1452301 * * JAMES K. DELMARTER LAND PLANNING: s ............. SURVEYORS r CIv1� �` R.C. .: 7564 EXPIRES: 6 -30 -2007 _i . ._ „iur{c 9TF !7F CAI� �� 1 .............. FEY LINE DATE: suiwora. -DRAFTING JOB N0. 14090 2 358 J \ u- :2 �� z p of O r-Z3ZM N ri C !! LO r) to M rn 4 J Z O V \ m m W U d O ,n ,Home Cam. p� N = r'') rOj �NH M M N 1 10' 20, Cl \v SD C2 © o 11300 2 +80.00 C2 C1� o 1 �' 20' 20' 1 to M w M z D 2 of z U w V m > 1-7 W o Q w to O = O MN W Ld w M (D M to M z k m 3 5 4 g� -!'-j c_ 3 M Q m 2 U f- Q U DELMARTER 8 DEIFEL NOTES & LEGEND iQ 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 © PAVE WITH 0.20' AC OVER 0.40' AB. CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S -29 + INSTALL STREET SIGN PER C.C.B. STD. S -40 N TRACT BOUNDARY 4 +00 5 +00 6 +00 N N00'00'58 "W 5 +60.00 0 I + j 108 139 j12' 18' 18 12 a LO > LLJ M z r— z m W U-) }- o (V 00 N QQ m (n m L0 m Z ~ UW W _ S CL , W W 0 4 5 6 INSTALL 255.02 LF OF 18° RCP STORM DRAIN APPROXIMATE NATURAL GROUND CAD CENTER LINE \ 0.281% - - -- - WEST EDGE PAVEMENT PROFILE 255.05 ® 0.11% R/W 30' ACCESS EASEMENT PER BOOK 4801, PAGE 1345 O.R. 7 +00 8 +00 140 N w w m o C/) _ IVO) 2 W Z J W N _ a- n O O O + 7 .. CURVE TABLE r CURVE J RADIUS INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 u- Cl 90'04'32" Om o --S--- PROPOSED SEWER LINE 0 z °z U) 89 °55'28" 20.00' uj 31.39' PROPOSED SEWER MANHOLE ao� II 30.00' 29.77' 46.90' C4 90'26'01" u' �- o = SD PROPOSED STORM DRAIN r7�� O PROPOSED STORM DRAIN MANHOLE JZ O U Q c� Om O T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED °= 4 coo z R/W 30' ACCESS EASEMENT PER BOOK 4801, PAGE 1345 O.R. 7 +00 8 +00 140 N w w m o C/) _ IVO) 2 W Z J W N _ a- n O O O + 7 .. CURVE TABLE r CURVE DELTA RADIUS TANGENT LENGTH Cl 90'04'32" 20.00' 20.03' 31.44' C2_ 89 °55'28" 20.00' 19.97' 31.39' C3 89'33'59" 30.00' 29.77' 46.90' C4 90'26'01" 30.00' 1 30.23' 47.35' 9 +oMARVIN STREET 10 +00 0 O C2 Cl I + 0 1O'I 20' 20' 10' o r�7 w M z > z a' w m w o o z 00 00 O O LL h W �l rl W 2 z(/") W Lu 0 255.25 @ 0.11% Z N Q m U I- Q U R/W 30' ACCESS EASEMENT PER BOOK 4801, PAGE 1345 O.R. 11 +00 12 +00 /NOO'00'58"W 13 +00 11+ 0.00 T C2 Cl — + 69 100 1 18 I 18' O Ld > �o- LO M — m 2 C) U m M _> C Q C N m 00 O _ Li�--I h �! V J W W O to _ O --i W U W (/y v / cr- z Q > 0 WEST EDGE PAVEMENT PROFILE 101 132 rn (O 30' ACCESS EASEMENT to PER BOOK 5051, PAGE 873 O.R. 2 0! U W O 00 L + 0.254% 1414 +00 C2 + r M z U m 0 OR (0 M t 0 15 +00 N o 1 N J C4 C3 +M W1 -7 & OM4 -3 MARKER Rt -1J M #72980 1 34' QPAINT 12" LIMIT LINE USING THERMOPLASTIC u') PAINT PER CALTRANS STANDARD M 0 SPECIFICATION 8010- 21C -19 z U w m N L0 Ll O n t� W W ryw W W (n W �- V) co w SCALES HO R12 : 1 = 5 0' VERT: 1 "= 2' to LO M 2 U ! 358 m I o Ln m + 2 � U W r/ 356 354 352 11 1120' 1 20' I 11 p l o � M _> C M z z m �! U W O to WJ O M (/y v / cr- d N LLI— Lu W W c� AOr HO R12 : 1 = 5 0' VERT: 1 "= 2' to LO M 2 U ! 358 m I o Ln m + 2 � U W r/ 356 354 352 O o z z z , z z 358 .�,_, - } O N w m Cr3 C ti O � APPROXIMATE NATURAL GROUND °- ` --- m '� APPROXIMATE NATURAL GROUND - -_. 'n .c °+° �' ®CENTER LINE -�- -o 0.200% 354 - 0.200% a 1'k � EAST GUTTER PROFILE �- I EAST GUTTER PROFILE 352 TRACT N0. �5�0 PHASES 1�cc� EXHIBIT "A" — STREET PLANS & PROFILES SHEET 6 �<, REVISIONS APPROVED: WEST SIDE MARVIN STREET QRpF ESS / pN DRAWN BY J.F.K.2 DATE 6 -19 -06 I HYDRAULICS::;;`:: -: -.: I WELCH AUENUk_ C _- , ' �, �Q' �� z DELMAR IER & DEIFEL r / / J' w No. ,7584 m � A - � � `� //'' MARVIN STREET DELMARTER 8c D�lFEL 2901 H ST. BAKERSFlELD, CA. 93301 ' - 1- Exp. 8/30/07 _ BYE �L ,f3 * * �,,/���1� _ PHONE 327 -1486 FAX 327 -1452 JAMES K. DELMARTER s �- r :;;:LAND - ..PLANNING SURVEYORS `�:'NO: 9Tf CIVIC �` R.C.E.: 17564 EXPIRES: 6 -30- --2007 �. uNC .:gP�n -ui aF CAl \EOR T sueol�s!oN. 'DRAFf11JG; JOB NO. 14090 t' 358 356 354 352 358 356 354 z 0 a z r Z O U or O L- H W W (n w w NOTES & LEGEND EEE�3) INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S -31 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. 0 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.S. STD. S -3 - - -a PROPOSED SEWER LINE O2 PAVE WITH 0.20' AC OVER 0.40' AB. C, PROPOSED SEWER MANHOLE CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A — SD = PROPOSED STORM DRAIN + CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT ® PROPOSED STORM DRAIN MANHOLE PER C.O.B. STD. S -29 T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED + INSTALL STREET SIGN PER C.O.B. STD. S -40 (M= METRO) T Ld Ld w V) LL, 7 +00 w vi 7 S U F a N r Ld W cf) o U) 2 F_ Z Z) w z V) Q M p 0 0 + n N 8 +00 00.00 8 +40.00 O O 1 N o — 710' 2 Cl R/W T I + 6 8 i 20' 20' 10' Ld O /_ O Lo ul) M Q K) 2 2 U U m W Lo p o O O a0 a+o w ro CD w z cn ry W Q 0 on O O co 0 - - -�0- 200 % - - - - -- - -- DELMARTER 6 DEIFEL V 2 M c m V�ZO U O W U Q m m Iq tD to o moo M M ° M = r O Lo � H M M t + +Q + 10 20' I 20' 10'� oOU 2 94 g5 N 10' 20' 20' 10'I I +m R/W 30' ACCESS EASEMENT / i v^ — -- — PER BOOK 4801, PAGE 1345 O.R. �2 =1 TYP.— / �,r + , + + PROPOSED 18" DEEP C4 I j iv N TRACT BOUNDARY I TEMPORARY SUMP BOTTOM = 354.3 a - - A R C2 Cl 1 W1 7& OM4 3 MARKER 1 165.00' N N © 00 0 © 2 +00 °0 0 2 +80.00 s 9 +00 10 +00 11 +00 12 +00 N00'00'58 "W 13 +00 14 +00 15 +00 0 +00 1 +� _ N00'00'58 "W _ _ 11+ 0.00 14 +00.0 ',-6+01-8'7/' MARVIN STREET O O © O cli O HUNTERS HILL WAY °° O ;2 C2 C1 #72971 C2 C1 #72972 �#7 C3 SD = = SD _ = SD "N C2 + + R1 -1J M� + 69 101 1 10 0 13 2 2980 I I J 2 7 #72954 12' 18' 18' 12' 10' 20' 20' 10' \ 11' 34' � 10' 20' r2o' 110' � � � 2 g 10' � 20' 20' 10' W LLJ - .. zmm ° o PAINT 12" LIMIT LINE USING THERMOPLASTIC W z X � LL1 — 30' ACCESS EASEMENT t- — to tri PAINT PER CALTRANS STANDARD ° a Z M Q% M PER BOOK 5051, PAGE 873 O.R. M to M U SPECIFICATION 8010- 21C -19 z ° 1 it M z M- 2 2 Z 2 2 > Z tri --4h 0 2 > co m W m M w m L1 m � N w U a p p — 0 co O m M O M M =n o W 00 ul(D O O N 0 n ± V/ It It j M C) y M 000 2 N cn J w LLI N Ld N z LiLJ w= U W ~ W m V z � �-- � �- Q = Lj c/) > (n Q O D LL1 LL- 9 10 11 12 13 14 15 n n to to M 2 U n m u; O to m M M 2 p 00 0 � + 0: o ° ± y�6��Q W 0.2000 0.612% 0.200%-------° - yg�' 0.382% -- 0.2007 ----- - - - °-- — O J CURVE TABLE N m u7 n ° CURVE DELTA RADIUS TANGENT LENGTH n z w ° za!n Cl 90'04'32" 20.00' 20.03' 31.44' n tri z o `t ° O W Z M d C2 89'55'28" 20.00' 19.97' 31.39' M t:0 1 11 ;n C3 89'33'59" 30.00' 29.77' 46.90' C4 90'26'01" 30.00' 30.23' 47.35' 2 ro n n :2 "' r, V 2 M c m V�ZO U O W U Q m m Iq tD to o moo M M ° M = r O Lo � H M M t + +Q + 10 20' I 20' 10'� oOU 2 94 g5 N 10' 20' 20' 10'I I +m R/W 30' ACCESS EASEMENT / i v^ — -- — PER BOOK 4801, PAGE 1345 O.R. �2 =1 TYP.— / �,r + , + + PROPOSED 18" DEEP C4 I j iv N TRACT BOUNDARY I TEMPORARY SUMP BOTTOM = 354.3 a - - A R C2 Cl 1 W1 7& OM4 3 MARKER 1 165.00' N N © 00 0 © 2 +00 °0 0 2 +80.00 s 9 +00 10 +00 11 +00 12 +00 N00'00'58 "W 13 +00 14 +00 15 +00 0 +00 1 +� _ N00'00'58 "W _ _ 11+ 0.00 14 +00.0 ',-6+01-8'7/' MARVIN STREET O O © O cli O HUNTERS HILL WAY °° O ;2 C2 C1 #72971 C2 C1 #72972 �#7 C3 SD = = SD _ = SD "N C2 + + R1 -1J M� + 69 101 1 10 0 13 2 2980 I I J 2 7 #72954 12' 18' 18' 12' 10' 20' 20' 10' \ 11' 34' � 10' 20' r2o' 110' � � � 2 g 10' � 20' 20' 10' W LLJ - .. zmm ° o PAINT 12" LIMIT LINE USING THERMOPLASTIC W z X � LL1 — 30' ACCESS EASEMENT t- — to tri PAINT PER CALTRANS STANDARD ° a Z M Q% M PER BOOK 5051, PAGE 873 O.R. M to M U SPECIFICATION 8010- 21C -19 z ° 1 it M z M- 2 2 Z 2 2 > Z tri --4h 0 2 > co m W m M w m L1 m � N w U a p p — 0 co O m M O M M =n o W 00 ul(D O O N 0 n ± V/ It It j M C) y M 000 2 N cn J w LLI N Ld N z LiLJ w= U W ~ W m V z � �-- � �- Q = Lj c/) > (n Q O D LL1 LL- 9 10 11 12 13 14 15 n n to to M 2 U n m u; O to m M M 2 p 00 0 � + 0: o ° ± y�6��Q W 0.2000 0.612% 0.200%-------° - yg�' 0.382% -- 0.2007 ----- - - - °-- — O J O cD O N m u7 n d � M to M to to r+M7 tf M M p 2 2 2 2 2 356 co tM U U Y) O m M u) to U W C�J m (O M M to O O O to O to O M W 2 0! m ± to z O ¢ n to M J M m of M o0o2 N W 2 w 2 in APPROXIMATE NATURAL GROUND 0.200------------ � Q m co 000 of U v M m w M M M O u) to O 0 2 2 N m 00 W n m 0 APPROXIMATE NATURAL GROUND ® CENTER LINE - ---- -- _ -:-0-2-00% -- 0.200% - 0.5009' 05009 -o EAST GUTTER PROFILE 16 "RECORD DRAWING" T HEREBY STAT E CONTAINS A`L /THAT EHIS DRAWING PRIOR FO � DA I J APPROVED T �1 r• 3Y:��G�L i ' R DATE R.C.E. l7� N 358 358 356 0 to M z 356 354., . 1 2 3 SCALES HORIZ, 199_509 VENT: 1" 2' 358 J J O cD O m u7 n d � M to M � n to r+M7 tf M ZZ_ O -t W Z M p 2 2 0 1 I1 2 2 356 co tM U U Y) O m M u) to U W C�J m (O M M to O M M O 2 M to O to O M 2 of W 2 0! m ± O v 2 M \ W 2 m O ¢ n 2 le °It�M m of O cV U to to ++ Q o0o2 N W W/ _.35.4 . 0.500% APPROXIMATE NATURAL GROUND 0.200------------ 0 g45% 0 CENTER LINE -- 0.500 $ 0.5009, v _._ 0.200% "RECORD DRAWING" T HEREBY STAT E CONTAINS A`L /THAT EHIS DRAWING PRIOR FO � DA I J APPROVED T �1 r• 3Y:��G�L i ' R DATE R.C.E. l7� N 358 358 356 0 to M z 356 354., . 1 2 3 SCALES HORIZ, 199_509 VENT: 1" 2' 358 J J � n ZZ_ O -t W Z M p 0 1 I1 U) to 356 356 M Lo Co m M 2 M qhP 2 U \Z O U co M n WUQm m � V) o m o to M L73 M OMS� tT 2 O °It�M of O cV U to to ++ Q o0o2 N W 354 _.35.4 . APPROXIMATE NATURAL GROUND APPROXIMATE NATURAL GROUND 0 CENTER LINE 0 CENTER LINE -- 354 352 1 352 - o= 0.500% 0.200% WEST GUTTER PROFILE 352 350 1 350 358 358 354 �QROFESS /p�,�� S w No. 77564 m I" � Exp. 6/30/07 I m ♦C sT 01 V TF OF CAI�F�� 352 0.5009 e— 0.5009, 0.200% EAST GUTTER PROFILE TRACT N0. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLANS & PROFILES DRAWN BY: J.F.K.2 DATE : 6 -19 -06 f)ELMARTER & DEIFEL �L JAMES K. DELM ARTER R.C.F.�'17564 EXPIRES: 6 -30 -2007 DATE: "G 7 MARVIN STREET HUNTERS HILL WAY 352 J �WOM d 358 356 Er) O Z 11 to 356 M Lo Co m M n U \Z0 m 0 tOo t(7 M W O Q to 0 C) m ul L73 M - 2 O M O 2 356 354 O cV U to to ++ Q O N W - .. . _.35.4 . APPROXIMATE NATURAL GROUND 0 CENTER LINE 354 �QROFESS /p�,�� S w No. 77564 m I" � Exp. 6/30/07 I m ♦C sT 01 V TF OF CAI�F�� 352 0.5009 e— 0.5009, 0.200% EAST GUTTER PROFILE TRACT N0. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLANS & PROFILES DRAWN BY: J.F.K.2 DATE : 6 -19 -06 f)ELMARTER & DEIFEL �L JAMES K. DELM ARTER R.C.F.�'17564 EXPIRES: 6 -30 -2007 DATE: "G 7 MARVIN STREET HUNTERS HILL WAY 352 � INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 NOTES Q� LEGEND PROPOSED SEWER LINE W C) Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. PROPOSED SEWER MANHOLE TIR MARTFR z nrrFCi ��- cf �_— -- ......._.. - - --i - SIDEWALK PER C.O.B. STD. S -3 e SD = PROPOSED STORM DRAIN © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S -35 0 PROPOSED STORM DRAIN MANHOLE PAVE WITH 0.20' AC OVER 0.40' AB. T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED ° CURVE TABLE _ O 01-1 W Q � r w CURVE DELTA RADIUS TANGENT LENGTH Cl 90'04'32" 20.00' 20.03' 31.44' C2 89'55'28" 20.00' 19.97' 31.39' C3 90'00'00" 20.00' 20.00' 31.42' C4 90 °00'Ob" 30.00' 30.00' 47.12' -- `L} CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A ci � _ w LO Ln o F f2 M J w W CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT v � 0:2 m rn PER C.O.B. STD. S -29 0 o z z 0� z 0� m W ui n Nj W w Z w Z t7 O [p co N n'i �- M + INSTALL STREET SIGN PER C.O.B. STD. S -40 ,`�, 04 z M N o I n ,n o I 11 � 04 z M ♦- r 2 (M= METRO) LO <r o r) Ln N M r� ''� = z LO LO 1- a o z W= W � z z ri m° z z z °o U z '� u� ao w v v Cn a U� � U5 m cam.) v im? o w m U) �-`' = z Q m L'-' h U a m W U Q m m W m O� � U 0_ Q N m Q m Q Om0°)N �Om° OCR W m W =0' h _ N X h a) 04 0 r 01 O� ° N 1 18 18' 2' M +a + + +a m o+ °a + h V v 1 20' 20' 123 1 20" 20' 1 84 85 116 11 1 'I 18'! 18' 1 122 1 ' 20' 20' ° 1 I 34' ZQa 12 4 15 5 5 3 1 18' 18' 12' ± V N 2 6 #72974 11 ° + + R/W E �Uo I I I R/W M tr Cl ! SD Cl ©C2 Cl ©C3 C4 I U w 0 +00 a v 2 +80. 4 +20.00 1 ° 5 +60.00 0 0 1 ! a s vai - 0- - fl 3+00 4+00 5 +00 �' 6+ 0 7+00 8+00 °" 11 +2 0 0 +00 g7 I �-- — — — — s +oo 10 +00 11 +00 - 121 N S- _. - - _ - _ Nfl000'S8 "W - O N00'00'58 "W o +4 .00 25 – o r - - - - -� ± " O CASTLECRAG DRIVE o _ - i C2 Cl 10 " MARTELLO WA C2 10 1 I T £ I C2 ®C1 '2 © I ! I _ C4 I C3 i + / M -- 1 + 1 + R W i I + RAW R7 -1 -�-M i ! w f' 12 0 U) 1 18' j 18' 2' � 0 13 12 I 18' 18' 2' 1 5 2 � �- _ 0 r- CV � Lim 1 � 20 20' 1 � ° 41 40 1 18, 18, �2,1 29 28 1 18, 18, 1 , ,? 1 2 #72978 � v W ? h W c� W c� m W 9 2 20 20 1 1 34' z ,n o 11 N �' �i C/? �i %n a Z 11 °' Q1 d z n - Lh° 7 > LLJ m rn cD M' M u) ,n O I - O II cv c j _ h Ln o zvi z W z = z= rim° z W zM ° "' Z K' M M Q w w�inm° v 0_ z �zo� I° arJZ~o (���r�' N z z z (=n m *° m ��y�y--�� w J v Q m m �_ WU Q m m W m w 0' Q' = W OO LIJ U uwi ��OmM 0 O Ln 0Om�O O O �Om� O UJ m0 O n� O LJ m 0 00 J 00U z + W + Q_ +Q�+ 1-- 00F -'`1 0 N �U o I� W N w "� M L0vz� w °vz + W + + +X + _ (_ 00 (n w m ° f a o r� o z �_ o(n Ld C14 Li cr) J c LL] C, w W N orf Li `� S j U w In c SCALES HORIZ: 1 "-=50' VERT: 1 "= �' 0 1 2 3 4 5 6 7 8 9 10 11 0 1 2 ° � J N w M1 � Cp LO :3 � � u (.� pp O Z w rl Z h F- 35L) M p°j z �ZMF 5; O t O F) W Z M O (D co � to M M LO Z 0 i II LO �,0 1 N N N ( 358 NNj h ff) J Ln��� MinNM M U-) M z M N 358 W M 0 z 2 Mj � Q j = M n U a JZOO O O �JZO z rn Lo 2 E- z 2 2 MW m CV CV U 2 \Q m m N N W U (n m U N N U U M O W N 0' O U-) V) M M d U m O M M a 0 m Ln u') W m M (n r d W U ui CL h O 0) u1 Om0) M u') � m 356 � + m r- c) 0) NV� z z � ai z o1 z ° 0 , ai °� z z rn C' h x °i 2 z rn N =. rn rn rn M o "� 0 h M m O + U U + } +a + U U +OQM + U U + + N X O ri N - w m- U Z m- w m Lr� to v 2 00 w m -.- _- ao..... - o w 356 o. a m. + + 356 APPROXIMATE NATURAL GROUND APPROXIMATE NATURAL GROUND / ® CENTER LINE -- -- 0 CENTER LINE -� APPROXIMATE NATURAL GROUND -- — — — 0 ✓ - ® CENTER LINE —_ _ -- . -- - - -- - - -- -- _ G00% _ o 354 — - 0.562% 0.000 354 p.600 _ _ � -- X54 - -- °- - GUTTER PROFILE 0.500% -o 0.000% 0.200% 352. 0_500 %�, � 0.520% 0.200% -- 9- i p 6009 - - -O 2 0% 0.200%, - - --e61 WEST GUTTER PROFILE 352 0.500% �. --- ---- -- - _ 500 0 �....... � -os�.. ....352 WEST GUTTER PROFILE 0 WEST GUTTER PROFILE O w o w m° ?Mr; '� z�P z�� _ rW0 M r°7 z w0K WOM 0 cD c0 Z� LlZ N N w dZ `�dZ h 0 c0 J 8 O 1 II v1 Z O I II O 11 N �y r� v? h Lo M 358 � 358 � z r7 zk� z i _� z h h z r-i �� wu(nm m N N U \(nmv N U \(nm U h h � U to Nce O z OOmn O r7 M O O Om0°i m M M NO mm m ro C14 04 M to m LO LO M~ m W m LEA LO =f N z 2 w =-° Z 2 cir? - O p ° t In O h M M d°'FU -M - d- � � OJ O ^U-nN O[VUtn N z z N z OOU 2 ° a0 356 m +a + v U + + +a"'+ v ° +a"' m w m mm X ± v N W m M + U U + O U + U + _._ -.... 600 z to U z u7 W m cD cp U z w 356 w ° 356 APPROXIMATE NATURAL GROUND 0 CENTER LINE _ - _ — — APPROXIMATE NATURAL GROUND / _ @ CENTER LINE APPROXIMATE NATURAL GROUND - -� r s 0;500 %_ o C� CENTER LINE -- -- —_ -- -- — - 354 -- -- 354 0,500 0 EAST GUTTER PROFILE 354 0600 %�, 0_000% 0.200% _ ,352 0500% --e 0.500% 0.292% �� i 0.600l -0.2 0% 0.200% EAST GUTTER PROFILE 0500% 352 352 EAST GUTTER PROFILE �- EAST GUTTER PROFILE 2 A � w TRACT NO. 6520 PHASES 1&2 / EXHIBIT "A" — STREET PLANS 8� PROFILES DRAWN BY J.F.K.2 DATE 6 -19 -06 sAyTATioN:..., SHEET 8 -7 QROf ESS / pV HYDRAU..... �. OE( 9� CIVIL .'srnUCivRAL_ >= OF 14 CASTLECRAG DRIVE ENGINEERS c►rnarros_:: Lu No. 17564 m S �c2 CHARTER & DEIFEL MARTELLO WAY DELMARTER 8c DEIFEL E� 6/30/07 z 2901 H ST. #.3 BAKERSFIELD, CA. 93301 BY: Z I� ` PHONE 327 -1486 FAX 327 -1452 * * JAMES K. DELMARTER a - €:jLAND..PLANNING SURVEYORS �T9lF cjvl� o��`Q R.C.EV, 7564 EXPIRES: 6- 30- 2007 uNO:'i vEUNC OF CALF PROPERTr._UNE DATE: - � ... : :. : :.:..........::::.:. _susotwstoN `DRAFriNG` JOB NO. 14090 DELMARTER & DEIFEL CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 90'04'32" 20.00' 20.03' 1 31.44' C2 8975528" 20.00' 19.97' 31.39' C3 45'5237" 37.00' 15.66' 29.63' C4 135'52'37" 42.00' 103.63' 99.60' r W C) W N r [-- C0 N CD w IY H � a°0 M W u) U to L z Z W v7 ") U Lij v v Z -j w Z Z a cwn U N w w Q o 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 o Q 1 2 3 m + 4 5 O + U + O 118' 12' 20' 1 ° I I I E + + + #72961 i # I I I j { I tt I! °' 1 20' 20' 1 6 (� I + i C1 I C4 o +ooO WOOLRICH BAY DRIVE C 2 C1 N C3 0 0 2 +00 3+0 _ 4+00 5 +00 9+66.00 00 12 +31.00 --+— — — —}-- — N89'54'30 "E 6 +00 7 +00 �-- — — — — — — — — — — ---- - — � — —t- — _ _ 8 +00 � # 295 13 +03.52 POC � 353.06 _ X00 10 +00_ 11 +00 _ 12 +00 i C N O Cl C2 C3 I s i14 + jI I ' 1 RAW I { + I 1 C4 !11 I i 1 I I I 7 118' 12' 20' 1 ! I I #72958 1 1 20' 20' 1 ' o 138 137 136 135 134 133 132 131 130 129 128 127 126 125 124 N 12 11 10 Iq 139 co 9 Lo M Q M M M � 8 to Z Z 2 � NOTES & LEGEND Z U m Z w U W m u) N 2 1 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. of O INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 O d STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK + PER C.O.B. STD. S -3 ° -- PROPOSED SEWER LINE N + + 0) + O C4 m O CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S -35 (-j PROPOSED SEWER MANHOLE r N O3 PAVE WITH 0.20' AC OVER 0.40' AB. = SD PROPOSED STORM DRAIN �N-✓ \ CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A 0 PROPOSED STORM DRAIN MANHOLE • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED R C.O.B. STD. S -29 SCALES + INSTALL STREET SIGN PER C.O.B. STD. S -40 HO RIZ . 1"= 5 0' " = �' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 VERT: 1 M 358 N co o N ° Z M M _ _ 358 } U Z Z Z Z z u W 0O O0 cr U "CJ ry Z o m uu) Lo w m a a O u) r7 M � 356 x t 0 N C) p t9 Z Z o 04 x Ki + U U + + N + 356 APPROXIMATE NATURAL GROUND -` ®CENTER LINE 354 41 — -- - - - - -- -- .—._ -- — - - -- __ - - -- — _----- ._� — - -— -- - - -- - -- - - -" --------- - -__._ - 0.200% 352 —NORTH GUTTER PROFILE 0.200% -.5009,' 0.500% 352 358 N c 0 Z M M to to 358 z Z Z Z K) W °") U Z U N N W a - O m 356 m + � M M N 0) 7 N u') r O M + W m - O + + + _ 356 APPROXIMATE NATURAL GROUND ® CENTER LINE e 354 ,�4�q --� -- --- — —--- -.- -__ — — --— - - - - -- - 354 - 0.200% SOUTH GUTTER 352 PROFILE 0.200% - _� --- - -- _ — 352 TRACT NO. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLANS & PROFILES saTOMS--_ SHEET 9 QRpi:ESS /pN DRAWN BY J.F.K.2 DATE 6 -19 -06 S NITn iori::; S k. Df(� 9!F CIVIL "srRUCluiuS_:: =::: OF 14 q� ti ENGINEERS >`uri.anaNS:_<«::}: ELMARTER & DEIFEL W ' No. 17564 m WOOERICH BAY DRIVE DELMARTER & DEIFEL Ems. 6/30/07 BY: f..� �� 2901 H ST. #3 BAKERSFIELD, CA. 93301 * * iii PHONE "327 -1486 FAX 327 -1452 JAMES K. DELMARTER SURVEYORS �T9 CIVIt a�P R.C.E 7564 EXPIRES: 6 -30 -2007 IAND PLANNING F "i_ €s1AND LEVELING rF OF CAI, �� DATE: ��Zb'`y7 oTy: uNE ::.::_: : ::::..........:... SU9DIV18..ON DRAFTING JOB N0. 14090 Lli W cy �F-- r- 00 V / W M ri z v=i Z Lu W U N V) W Q o 69 18' I12' 20' O #72962 Cl 18' 70 0+00 04 1 +00 0 I- - 0 N 1 . >O C2 i CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Cl 90'04'32" 20.00' 20.03' 31.44' C2 89'55'28" 20.00' 19.97' 31.39' C3 18'13'34" 480.00' 77.00' 152.69' C4 17'28'10" 500.00' 76.82' 152.45' C5 16'46'25" 520.00' 76.66' 152.23' C6 02'08'16" 518.00' 9.67' 19.33' C7 41'33'36" 37.00' 14.04' 26.84' C8 268'39'35" 40.00' -- 187.56' C9 47'47'07" 37.00' 16.39' 30.86' 71 72 73 74 75 76 77 3+00 s i DELMARTER & DEIFEL 78 79 80 81 82 83 #72964 C7 4+0o DARLING P 01 N T DRIVE 7 +0o s+oo - 2 oo - � N89'54'30 =E � - - � - - - _. A h 12'1 20 jj1 j i 68 67 66 65 64 63 62 61 to M Z NOTES & LEGEND U W Q, •J CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. O INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 + STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK o PER C 0 B STD S -3 _s_ PROPOSED SEWER LINE �2 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S -35 0 PROPOSED SEWER MANHOLE Q3 PAVE WITH 0.20' AC OVER 0.40' AB. = SD PROPOSED STORM DRAIN — STREET PLANS 358 0 PROPOSED STORM DRAIN MANHOLE CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED 0 PER C.O.B. STD. S -29 o + INSTALL STREET SIGN PER C.O.B. STD. S -40 0 1 2 3 4 5 R/W 60 59 [. 58 57 `I 56 55 ON 54 TRACT NO. 6520 PHASES 1&2 p — STREET PLANS 358 W LO 358 DRAWN BY J.F.K.2 DATE 6 -19 -06 0 o Lq M �/ b f7 M 2 W m z POINT DRIVE DELMARTBRRS8c Z Z No. 17564 Ems. 6/30/07 2 Z Z O °0 f n O) O� U U U 356 r O Q 40 0 � o ° w 356 OF CA\_0 tjr) (r U W N M N M m M V I Z cn Z Z + N t7 = .oRaFnNC: JOB NO. 14090 APPROXIMATE NATURAL GROUND N W 42 43 44 m 45 to 84 m p Q 41 o 46 0o TRACT BOUNDARY .. ...,_,_ 354 (6 N + U O O N N - 354 - 0.200 1 ' 20' 20' 1 i ( 352 -NORTH GUTTER PROFILE TEMPORARY 1 Y -- ----e= 0.5009,' i - C9 TURN - AROUND i SD = i � NORTH GUTTER PROFILE PAVED W/ 2" AC I - OVER NATIVE C8 10 13 +73.45 358 C2 Cl C3 N Q3 C4 co C7 f 9+00 358 9 +66.00 10 +00 11+00 12+00 _ 13 +00 - 0 1Q C6 0 0 - a 5_ z © - - -- C5 O M C1I C2 M M O #72966 Z Z INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE 2 Z U °o .} U U BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED Of U 07 ° W 356 ,�, W m � AT SAME TIME. REMOVE AND SALVAGE SIGN WITH M a - SD N 356 1 ,n rn rn CONSTRUCTION OF ADJACENT PHASE. Z #72975 o m M N o APPROXIMATE NATURAL GROUND + 0) uj W v m o+ - � 11 20' 20 �1 i LO ° .3 r O � C4 52 51 50 o 49 � 48 47 Z Z N ul M M M O Z Z Z U ° 0 U 0.200% - _ - - - -- O W U W w . 5ooq m M _. _ ...... . .._ . . . ...... _ LO O O M N + SOUTH GUTTER PROFILE O O N N + rn S C ALE S HORIZ: 1 " =50' VERT: 1 "= 2' 9 10 11 12 13 TRACT NO. 6520 PHASES 1&2 FO — STREET PLANS 358 cV M 358 DRAWN BY J.F.K.2 DATE 6 -19 -06 0 o Lq Z M N Lr) M b f7 M In O W m DARLING POINT DRIVE DELMARTBRRS8c Z Z No. 17564 Ems. 6/30/07 2 Z U °0 0: U U O) O� U U ° Z Ld 356 SURVEYORS m M rn o o _ LEVEUN E 356 OF CA\_0 Z O O 2 2 to m N o rn + p + N + M = .oRaFnNC: JOB NO. 14090 APPROXIMATE NATURAL GROUND w cn - -- ---- ®CENTER LINE -_ 354 �= o.soo� -- -._ -- - ------—- -i_.�� _____--- .-- - -- - -— - 354 - 0.200 O.Z= 352 -NORTH GUTTER PROFILE 352 -- ----e= 0.5009,' 0.500% - NORTH GUTTER PROFILE 0 OR 358 LO 358 0 0 o z LO L0 M L M in M M O Z Z 2 Z U °o .} U U Of U 07 ° W 356 ,�, W m � � M M a - N 356 Z ,n rn rn Z Z o m M N o APPROXIMATE NATURAL GROUND + 0) uj W v m o+ - � N + ri r- ®CENTER LINE � — -- -- ° 354 �. so% - - -- -- - - -- — - -- — —_— 35 4 — 0.200% 0.200% - _ - - - -- 352 GUER PROFILE . 5ooq - _. _ ...... . .._ . . . ...... _ __352 SOUTH GUTTER PROFILE TRACT NO. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLANS 8c PROFILES s ► _ __ :`: -.: SHEET 10 Q FESSr DRAWN BY J.F.K.2 DATE 6 -19 -06 LCz = 14 DfCy9���yc ENGINEERStinanaNS_-_- ELMARTER & DEIFEL W m DARLING POINT DRIVE DELMARTBRRS8c No. 17564 Ems. 6/30/07 BY: DEIFEL PHONE 327 -1486 FAX 327 -1452 * s Q TgTE _ JAMES K. DELMARTER - ___urio: P�.AriN.I.N -<;'_ SURVEYORS CIV1\� R.C. : 17564 EXPIRES: 6 -30 -2007 _ LEVEUN E OF CA\_0 DATE:" sueoisiorr. = .oRaFnNC: JOB NO. 14090 + I 18' 112' CURVE TABLE ry i i I Ld > 1 I i i CURVE DELTA RADIUS TANGENT LENGTH C1 90'04'32" 20.00' 20.03' 31.44' C2 89 °55'28" 20.00' 19.97' 31.39' C3 45'52'37" 37.00' 15.66' 29.63' C4 135'52'37" 42.00' 103.63' 99.60' + I 18' 112' 20' 11 1 ' t ry i i I 87 1 I i i ( 1 + I #72968 1 F w 20 �1 _ DELMARTER & DEIFEL 0 M LLJ (- to 37 M 1�2 r J— I M cD Q O M Z V/ ~ W U? t N cy / W N M r) 7 M w z N M M LJ w = Z Z D w Li Z W Z ih W W N ry m m 0 32 33 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 101 102 103 104 105 106 107 108 109 110 111 2 113 114 115 116 U N a n N o 29 30 31 °; STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK + N o N o+ + ro 18' 12' 20' 1 + ° I °' 1 20 PER G.O.B. STD. S -3 _+ 1 ° + PROPOSED SEWER LINE rn #72971 i i ( i € + .20 © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S -35 j IM► PROPOSED SEWER MANHOLE 3 4 N T / Q3 PAVE WITH 0.20' AC OVER 0.40' AB. { = SD = PROPOSED STORM DRAIN + # 1 3 + f C4 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A C1 3 TC 0 +00 0 Q .00 C1 Q oo C3 12 +31.00 +00 � 3+00 4+00 5 +00 N89'54'30 "E 6 +00 7 +00 8 +00 9+00 SCALES 1 +00 11+00 — 12 +00 +31 T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED — — — — .� - j _ — __, — — ___ __s ._ - - — - #72967 -- 13 +03.52 POC 353.36 O 1 0 � 1 <D 0 H O R I Z: 1" C1 C2 C3 + I 18' 112' 20' 11 1 ' t + i i I 87 1 I i i ( 1 + I #72968 1 20 20 �1 35 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 co 40 39 0 38 36 M M to 37 M Z M Z Z Z M NOTES & LEGEND w � o w m m cr) w 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. rn of INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 u Oi o N a n N STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK + 04 o+ + ro PER G.O.B. STD. S -3 ° PROPOSED SEWER LINE rn + © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S -35 PROPOSED SEWER MANHOLE N T Q3 PAVE WITH 0.20' AC OVER 0.40' AB. = SD = PROPOSED STORM DRAIN CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A 0 PROPOSED STORM DRAIN MANHOLE SCALES • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED PER C.O.B. STD. S -29 H O R I Z: 1" (� = 50' 9 + INSTALL STREET SIGN PER C.O.B. STD, 5 -40 VE R T. 1 11 2' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 m 358 M to t` M Lo 358 N M iM Z M U 2 to 2 M Z Z G Z a U o I U w U ca N N w N 0) m a N M w L0 m L0 0 M M O N + ° 356 Z ° ° � Z o N � T M 356 m O __ O+i + w m + r APPROXIMATE NATURAL GROUND 0 CENTER LINE s- -- 354 354 - 0.200 NORTH GUTTER PROFILE 0.200% -° 0_0001 0.000% NORTH GUTTER PROFILE 352 352. 358 358 356 356 APPROXIMATE NATURAL GROUND 0 CENTER LINE — 354 -- _ _ 354 SOUTH GUTTER PROFILE — ---__ _ 0.200% i � SOUTH GUTTER PROFILE - 352 352 U _ �._ ._ . _ ....... � ri ri to N to � 0 Z Z Z Z Z 2 O w O O r7 r) U w U U � m o U O a rl tr) m m U") � M M O'i N m 04 04 m Z CF) Lo t Z O U + n 0O + + O + e; U m + O + � U w m f M TRACT NO. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLANS & PROFILES DRAWN BY J.F.K.2 DATE 6 -19 -06 sons =: SHEET ............................... ... - fFtAUU:__i:i;. OF CIVIL :STRUCT11tAL_:'- 11 14 OFESS/ QR Oyq 5�. DE(�q��Fyc `:: -; ENGINEERSauripAir_<:: _ LMARTER & DEIFEL w n VANCLUSE BAY DRIVE DELMARTER 8c DEIFEL No. 17564 Exp. 6/30/07 m '''/� / � / / BY: lA[ f�.�/� 4 y _ 2901 H ST. #3 BAKERSFIELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 * * sT uro..... tiririric SURVEYORS _/ JAMES K. DELMARTER 1 �ivi� ��Q 9lF l R.C.E.: X7564 EXPIRES: 6 -30 -2007 'i rioVEUrc OF CA'0E DATE: � % `PROPERTY_PNE: susaoN. 'DR_AF`TING: JOB NO. 14090 i RTER DEIFE CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 90'04'32" 20.00' 20.03' 31.44' C2 89'55'28" 20.00' 19.97' 31.39' 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' L i LLJ 12' 20' i DELMA 8 L Q R/W + 1 20' 20' VJ 23 1 0 N 00 rn 1`0 c0 to 41 PI) r- (f } W to M 4 M 0 _j w u) en r7 Ln M n r) ui M z cn 2 i J cn 2 M 2 2 Z u LL) Z Z FW— w oc a Z a C) of 2 0 21 `n 1 2 3 4 5 6 7 8 9 10 11 m o W 12 13 14 15V 16 a' 17 18 19 Q U-) O Q u') O 0 Lrl C� cn N C14 O) O c0 N N O 6� u7 O 0 O 18' 12' 20' 1 1 I 1 ; 1 20' 20' 1 ^ i m ; ± N #72972 I i 1 j 22 I C5 C1 ° #72974 ° + N 0 10 RUSHCUTTERS BAY DRIVE C3 s ss.1a © 10 3S 00 0 +00 Q3 N 1 +00 2 +00 3+00 4+00 5 +00 N89'54'30 "E 6 +00 o 7 +00 0 8+00 N 9 +00 I 6 1 +Ob °° 11 +00 >< +too — — — �— — — — — — — I— — — — --F — —1 — — — -- — — #72976 - - 13 +03.52 POC 354.13 N <D © o N O ! I, ib O C2 C4 ollxxc + 18' 12' 20' i R/W + 1 20' 20' VJ 23 1 132 131 130 129 128 127 126 125 124 123 122 w M 0 m 121 120 119 118 117 M > In 28 27 2.6 LO M Elf 25 24 2 M 2 0 z Z M NOTES & LEGEND w a w m _ u Ln 2 LO Q 00 N O_ 0 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 N 0 r- N STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK '�� + cc*4 U w o+ ± cQ PER C.O.B. STD. S -3 0 —S---- PROPOSED SEWER LINE `O rn W cn + _J w Ui N Q2 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S -35 PROPOSED SEWER MANHOLE cn cn cn 03 PAVE WITH 0.20' AC OVER 0.40' AB. = SD = PROPOSED STORM DRAIN Q U CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A ® PROPOSED STORM DRAIN MANHOLE ALE • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED PER C.O.B. STD. S -29 H O R I Z � ' 9 -__- + INSTALL STREET SIGN PER C.O.B. STD. S -40 VERT: 1" _ 0 1 2 3 4 5 6 7 8 9 10 11 12 13 m N to LO ^ p M : n r1i u) u7 M u7 M � n t7 358 "' "' "' _. _: _ ...._ .. _ Z Z Z z M z `� _ 358 Z a- I U U' v U o d U c0 ui to u m: ,n � u v 0 v m ri a O N O r7 m m 0 N + LO O <O : CO :n U) d N 6 m L) O m O O W m n m O + N+'S 356 _ APPROXIMATE NATURAL GROUND ® CENTER LINE �� - - — -- - -- — — -- -- -- - -- - 0.200% — 3 5 4 o_0cL0_% NORTH GUTTER PROFILE 0 200% - 0.200% NORTH GUTTER PROFILE 352 352 358 358 356 356 APPROXIMATE NATURAL GROUND -- �� — — — -- g 50050 ® CENTER LINE - -- 354 0.20090 354 SOUTH GUTTER PROFILE -0.5009, �, —SOUTH GUTTER PROFILE 352 - - ... _.. . M 352 W N un m O Ln - M M r7 t7 U) LO 00 rn M M LO M u7 M Ki U O U) U Z - V rn r6 W m Z d `n u o m m '`� U LO N a 2 1`6 ro m o CO a+i u m o "' O + F N TRACT NO. 6520 PHASES 1&2 RECORD DRAWING EXHIBIT "A" — STREET PLANS Bc PROFILES PDX 1 HEREBY STATE THAT THIS DRAWING sons. < = SHEET _ 12 SANI_TATI.ON `.... _' C'ONTAINS f ��' - ••iGES APPROVED DRAWN BY : J.F.K.2 DATE : 6 -19 -06 _ HwRauucs. -_.. OF 14 PR +OR COTS DA �oeR�FEDEP1- RUSHCUTTERS BAY DRIVE ENGINEERS �� ibatR s'- -- W Nc. ,7584 m CHARTER '8c DEIFE DELMARTER 8c DEIFEL ! «• T . 6/30/07 A 2901 H ST. #3 BAKERSFIELD, CA. 93301 Exp.' * * BY : PHONE 327 -1486 FAX 327 -1452 �.C��._�,- JAMES K. DELMARTERnr{o..PU�iyriNc A s SURVEYORS ��T Ear 3�l�. �9Tf CIy1� ova` R.C.E. 17564 EXPIRES: 6 -30- 2(107 --- -- GEUN- OF CAOi / PROPERTY. LINE DATE: DRAFTING: JOB N0. 14090 NOTES & LEGEND 1D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. S -1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S -3 o! a rn t DELMARTER &DEIFEL x 0 z S Lo co CONSTRUCT AC DIKE �y cy °Z` o+ n v U CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 89'33'59" 30.00' 29.77 46.90' C2 90 °00'00" 30.00' 30.00' 47.12' C3 00 °21'29" 1500.00' 4.69' 9.37' C4 90'26'01" 30.00' 30.23 47.35' C5 89'52'45" 30.00' 29.94' 47.06' C6 03'13'29" 1500.00' 42.22' 84.42' C7 01'27'27" 30.00' 25.83' 1 42.65' © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S -35 0 PAVE WITH 0.30' AC OVER 0.40' AB. CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S -29 + INSTALL STREET SIGN PER C.O.B. STD. S -40 (M= METRO) W m ui INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S -31 2 � J J J i z °o m PROPOSED SEWER LINE to 0 3 I cn 1 0 PROPOSED SEWER MANHOLE S �O eA6l °o O Cv GRADE 1' DEEP TEMPORARY SUMP + o m = SD = PROPOSED STORM DRAIN ` I o 0 0 M 1 BOTTOM 356.33 U I PP o+ + 6 + 0 0 PROPOSED STORM DRAIN MANHOLE 0 PP T 00 Q N 4� u) 20' ADDITIONAL DEDICATION 5� F yh1 GRADE TO DRAIN + BY SEPARATE INSTRUMENT INSTALL W1 -7 WITH T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED R1 -1 ( �'4yg y5 OM1 -3 MARKER INSTALL Wi -7 WITH C7 _. _ -- -PP & GUY EDGE OF PAVING_ __ _ _ - — - 0 +00 I EP 22 �0 1 +00 CONSTRUCT AC DIKE ..6 2 +00 2 +15.00 p __ 3+00 -. _- C5_.. 3 -r4 +98.44 ,5: ��� �e 6 +62.77 M g Fri EAST BERKSHIRE R 0 A D OM1 -3 MARKER \ M �{ 6 +00 0 7 +00+ 8 +00 9 +00 10 +00 + 11+00 12 +00 13 +00 13 +48.fi9 `o a S . _..— _ — 0 0 t O O S t0 ........ — -- W bi "� DETAIL 22 ¢ > Q — — — _ _� (�3 v o I PP & GUYS EXISTING POWER POLE —�� PP "' PP �T 0 o 0 DETAIL 22 w C3 10 TO BE RELOCATED (TYP.) C4 C3 1O D v) l/I C5 -- - a- C1 B 72980 B 72979 C2 C2 = tt`' I n U Lij +M -PAINT 12" LIMIT LINE USING THERMOPLASTIC M+ I o PAINT PER CALTRANS STANDARD W1 -1A (10 MPH) ? U I / 0 SPECIFICATION 8010- 21C -19 I U- I N Cw R1 -1 00 ao I II I PAINT 12" LIMIT LINE USING THERMOPLASTIC o R1 -1 0 I S� M 18' 12' 20' 10'I r�i ,iii ,`i� 1 i j ! PAINT PER CALTRANS STANDARD o °o I1_I FAQ Z r7 to Z Z ' M M I SPECIFICATION 8010- 21C -19 1 20' 20' 1 Lo e z o f W. w 0 m w m W w Of m w Z Q 2 LL_i I E L� 1 2 3 4 5 6 7 8 9 10 11 m m V) Q I 0) O O 0 � r- n cq MO 00 tOD 0 W 0 I GO c6 0.7 to C CO / F-- 00 L W I I M M M W th r7 M O) __J N + z I x x I i I I z 1 I I LLI w O I O 00 co to to \ w t!� N CD (n to 0 0 cs O 1p N / V) N O O) L1_ i to OR U O N N Q ^ 00 + r Z tD + O O I 0 S C ALE S 2 +17.81 SOUTH - 31.91 LT HORIZ: 1 97 = 50 VERT: 1 2' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 358 APPROXIMATE NATURAL GROUND o � 0.50 ' - - - 0 CENTER LINE 358 356, sou7rl GUTTER PROFILE ° -- - - -- 0.84gq 0.853 ° - SOUTH GUTTER PROFILE (fl ^ to am m 0.500% j ^ ^ cD (p 00 00 -D o- 7 5 ii M to to M �f'1 tf) to 4 2 n M � M M Z z z 354 U m m t'-I OO W m W O 00 F h to to 0_' 0: 0! w M r7 O 1� t 00 0 rn to m o o ? 2 352 M M M M ro M I Lot`-) I 1 1 m 4.4 m I U (� � U Z co N 0 t0 M 0 - N. � to ro 352 O O— N Z 2 cV 0 m � 2 Z 0) co W - C � N + UU + + + + c0 W 0O co 00 N W m TRACT NO. 6520 PHASES 1&2 RECORD DRAWING" » >> EXHIBIT A — STREET PLANS Bc PROFILES I HEREBY STATE THAT THIS DRAWING CONTAINS ALL CP n = >_ SUES APPROVED SHEET 13 PRIOR�fQ THIS DA! r DRAWN BY : J.F.K.2 DATE : 6 -19 -06 sairiTnnoN_ >;;:: QROFESS /pN9 CIVIL ° "1DR "uucs _ . OF 14 5 K . DE( yq�� Fyc ENGINEERS au►o.A1Rs -'_ > :. ; DELMARTER &DEIFEL BY. � No. 17564 EAST BERKSHIRE ROAD DELMARTER �c DEIFEL Exp. 6/30/07 m sC y 2901 H ST. #3 BAKERSFIELD, CA. 93301 BY: ! —� f -/� PHONE 327 -1486 FAX 327 -1452 w R.C.E. * '�� JAMES K. DELMARTER urio. PUriNiric DATE l��s� sT SURVEYORS 9r CIVIC tta R.C. 17564 EXPIRES: 6 -30 -200/ ............ vEUN OF CAI\F�.�7 �j J PROPERTI UNE DATE: (/ 1 _.Ml vlsloN �^ JOB NO. 14090 NOTES & LEGEND 1 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. S -1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S -3 �2 PAVE WITH 0.30' AC OVER 0.40' AB. CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S -29 + INSTALL STREET SIGN PER C.O.B. STD. S -40 (M= METRO) ® INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S -31 PROPOSED SEWER LINE PROPOSED SEWER MANHOLE == SD = PROPOSED STORM DRAIN ® PROPOSED STORM DRAIN MANHOLE TYPICAL TRAFFIC CONTROL SIGN AS INDICATED 358 DELMARTER & DEIFEL' W1 -6R WITH OM1 -3 ON BARRICADE CURVE TABLE CURVE I DELTA I RADIUS ITANCENTI LENGTH C1 90'00'00" 30.00' 30.00' 1 47.12' U) C1 C1 T - U ~ yyi < i 3 Rt -1 1 20 '20 1 o Q C! 10 11 M c M 12 Z O z Lu Lu m _j � w Lli w clp w U) m + + N Q T 12 13 14 TYPE III BARRICADE PER CALTRANS STD. PLAN A73C PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19 13 15 14 15 16 16 17 17 EXISTING POWER POLE TO BE RELOCATED (TYP.) 19 +00 20+00 20 +33.92 PP � � INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER � f s r'f s I 3 f I i f n N TRACT BOUNDARY 18 19 20 21 z U) z O U 0 Z w n OR M t7 + O N 18 19 20 21 SCALES HO RIZ : VERT: 1`50' 1" 21 358 APPROXIMATE NATURAL GROUND � CENTER LINE — — C/L PROFILE �-- — --- — — — — - -- — — — -- -- g 356 — - -- - - - -- — __ -�_�— 1 356 - 0.200% e 0.5009, 0`500% _ e- 0 0 O O 354 W) N3 co LO M U U m Z Z w 0) 0) co U U c6 6� w m O 352 N M SOUTH GUTTER PROFILE N M Z H Z O U Z i.J M + O N 354 352 "RECORD TRACT NO. 6520 PHASES 1&2 CORD �RAWI " EXHIBIT "A" - STREET PLANS & PROFILES I HEREBY STATE NG CONTAINS ALL Cr HAT THIS DRAWING SHEET 14 GES APPROVED SAN TA. : >- PRIOR, DRAWN BY J.F.K.2 DATE 6 -19 -06 R ro T RpfESSlp HYDRAUl1CS=- is =,, HIS DA rk e N' CIVIL MugT R;e; =- _::_:. OF 14 SK. �Fyc ENGINEERS uriaanc,,._ =<-_ ��. PELMARTER & DEIFEL F'° m EAST BERKSHIRE ROAD DELMARTER & DEIFEL uj No. 17564 m � E� 6/30/07 � BY: �I /� f y 2901 H ST. #3 BAKERSAELD. CA. 93301 * *%� !!! PHONE 327 -1486 FAX 327 -1452 TF R.C.E. , /: JAMES K. DELMARTER a L — ��`f s P ./ SURVEYORS f9r CIVIC �` R.C. 17564 EXPIRES: 6 -30 -2007 FOF CAI�E � --2-e ­6 DATE: 7 JQB NO. 14090 INSTALL W1 -6L WITH EXISTING POWER POLE TO BE RELOCATED (TYP.) OM1 -3 MARKER EAST BERKSHIRE ROAD 13 +48.69 12 +00 + 13 +00 c +M 14+00 15 +00 N89'54'30 "E 16 +00 17 +00 18 +00 w 3 w PP ° PP M DETAIL 22 & _ .___ - _. ° -- _.._.r — - -- ] _ [�ETAlL 22 w O 0 U) C1 C1 T - U ~ yyi < i 3 Rt -1 1 20 '20 1 o Q C! 10 11 M c M 12 Z O z Lu Lu m _j � w Lli w clp w U) m + + N Q T 12 13 14 TYPE III BARRICADE PER CALTRANS STD. PLAN A73C PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19 13 15 14 15 16 16 17 17 EXISTING POWER POLE TO BE RELOCATED (TYP.) 19 +00 20+00 20 +33.92 PP � � INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER � f s r'f s I 3 f I i f n N TRACT BOUNDARY 18 19 20 21 z U) z O U 0 Z w n OR M t7 + O N 18 19 20 21 SCALES HO RIZ : VERT: 1`50' 1" 21 358 APPROXIMATE NATURAL GROUND � CENTER LINE — — C/L PROFILE �-- — --- — — — — - -- — — — -- -- g 356 — - -- - - - -- — __ -�_�— 1 356 - 0.200% e 0.5009, 0`500% _ e- 0 0 O O 354 W) N3 co LO M U U m Z Z w 0) 0) co U U c6 6� w m O 352 N M SOUTH GUTTER PROFILE N M Z H Z O U Z i.J M + O N 354 352 "RECORD TRACT NO. 6520 PHASES 1&2 CORD �RAWI " EXHIBIT "A" - STREET PLANS & PROFILES I HEREBY STATE NG CONTAINS ALL Cr HAT THIS DRAWING SHEET 14 GES APPROVED SAN TA. : >- PRIOR, DRAWN BY J.F.K.2 DATE 6 -19 -06 R ro T RpfESSlp HYDRAUl1CS=- is =,, HIS DA rk e N' CIVIL MugT R;e; =- _::_:. OF 14 SK. �Fyc ENGINEERS uriaanc,,._ =<-_ ��. PELMARTER & DEIFEL F'° m EAST BERKSHIRE ROAD DELMARTER & DEIFEL uj No. 17564 m � E� 6/30/07 � BY: �I /� f y 2901 H ST. #3 BAKERSAELD. CA. 93301 * *%� !!! PHONE 327 -1486 FAX 327 -1452 TF R.C.E. , /: JAMES K. DELMARTER a L — ��`f s P ./ SURVEYORS f9r CIVIC �` R.C. 17564 EXPIRES: 6 -30 -2007 FOF CAI�E � --2-e ­6 DATE: 7 JQB NO. 14090