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HomeMy WebLinkAbout1.1-6520 Ph 1 & 2 Record Drawing� I I r , ASPHALT NOTES STI--\',EET CONSTRUCTION PL,ANS TRACT NO. 6520 PH-ASES 1&2 �L T VT°�'i F�A K E'10'\4 a) F I �J 1Ld 1"Y A4 11_" CAL1F0_'LN1ik K E C 0 UIN I STANDARD NOTES 7-1- ASPHALT CONCRETE (TYPE (BQ. 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 Engineer(s review and approval: a. A list of aggregate and asphalt sources. b. Documentation verifying, that the aggregates to be incorporated in the work conform to the requirements of Section 39-2.02, "Aggregate," of the Standard Specifications and these special provisions. Material sieve analysis and sand equivalent test results should not be older than six (6) months. All other test results should not be older than one (1) year. c. An asphalt concrete mix design determined in accordance with California Test 367. Laboratory test results on which the design is based shall be submitted with the mix design along with the theoretical maximum density of the design mixture as determined by ASTM 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 can be surfaced during the following shift of normal paving operations. Additional asphalt concrete shall be Placed along the transverse drop-offs on each lane. Such additional asphalt concrete shall be hand raked and compacted to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or other approved bond breaker, may be placed under the conforms to facilitate the removal of the conforms when paving operations resume. 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, the contractor will be advised that the required relative compaction is not being attained and that the materials or procedures or both, if needed, need adjustment. Asphalt concrete spreading operations shall not continue until the Contractor has notified the City Engineer of the adjustment that will be made in order to meet the required compaction. If any successive test after notice is given does not meet the specified range, the asphalt concrete represented by that lot shall be removed and replaced with material that meets the in-place density requirements. 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 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, (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-dichlorobenzonitrile 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). A 1 R 1 A _1 B C A B C 26' 8' 18' 30' 10 20' 30' 12_' 18' SEE PLANS FOR STREET DIMENSIONS C B 2' 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 I ARE SHOWN I111AN A,D PROXIMATE WAY ONLY. THE CONTRACTOR SHALL Z DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND ROAD UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE Z FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE O OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT FORT DENISON AVENUE (EAST) ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. Z 4. 0 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE Z BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. MIDDLE HARBOUR DRIVE U PHASE 1 4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS »rat .acct'. WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER E- PRIOR TO THE AGGREGATE BASE BEING INSTALLED. �D 52961 SF O SF V) 0 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 4168 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF AGGREGATE BASE 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 R NA THORIZED CHANGES TO OR USES OF ABLE UNAUTHORIZED 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". -- TYPICAL TYPE "B" CURB AND GUTTER W/4.5' WIDE SIDEWALK AC DIKE PER PLANS T.1 = 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 _% VARIES 45' MIN R VARIES 34' MIN 11' 2' 2% HOSKING AVENUE to �C-O%i)FKWIN 1 H R=BY STATE THAT THIS DRA PRMOF1 r0 TrliI DA r BY. DA"'k EAST BERKSHIRE ROAD I a T I U/I 1 2 3 4 5 116 7 8 9 10 11 12. 13 14 15 6 17 18 l9 20 21 •• l I ov a I zz RUSHCUTTERS BAY DRIVE 1 { ! 23 132 ; 131 1 1301 129 128 1 127 t 126 125 1124- , 123 122 121 120 1 119 118 117 28 27 1 26 25 24 \ I 1 I 1 101 i 102 i103 1 104 1105 1 106 ; 107 108 109 110 1 111 1112 1 113 114 1115 116 29 30 31 32 33 /! i 34 VANCLUSE BAY DRIVE UJ F ` J UJ 100 1 99 ! 98 1 97 96 95 1 94 ! 93 i 92 91 90 ; 89 1 88 ' 87 " 86 85 40 39 3837 36 U) I 1 i I I v 41 42 ! 43 I 44 j 45 46 < 69 } 70 1 71 1 72 73 74 1 75 i 76 1 77 1 78 i 79 1 80 j 81 82 j 83 1 84 ( i I U 68 67 66 ! 65 1 64 j 63 62 ! 61 160 ± 59 58 ; 57 ' 56 55 54 ; 53 I PHASE 1 PHASE 2 ; i j l j 1 I y i 140 141 1142 1431144114511461147 148'149 150 151'152 153 154:155 l I WOOLRICH BAY DRIVE VICINITY MAP 78 79 ► 80 ' $' I I N.T.S. 77 76 75 74 i ASmBUILT F o: 0 kE� a 68 m 69 SEAL E111GINEER FOR PHASE 2 ONLY QRQFESS/ON,, 73 0 �' P5O D, A m 70 j L No. 50392 72 1 71 l W Z EAST BERKSHIRE ROAD 0 Z O rOFCAL�FO� FORT DENISON AVENUE (EAST) 7. Q d HOSKING AVENUE to �C-O%i)FKWIN 1 H R=BY STATE THAT THIS DRA PRMOF1 r0 TrliI DA r BY. DA"'k EAST BERKSHIRE ROAD I a T I U/I 1 2 3 4 5 116 7 8 9 10 11 12. 13 14 15 6 17 18 l9 20 21 •• l I ov a I zz RUSHCUTTERS BAY DRIVE 1 { ! 23 132 ; 131 1 1301 129 128 1 127 t 126 125 1124- , 123 122 121 120 1 119 118 117 28 27 1 26 25 24 \ I 1 I 1 101 i 102 i103 1 104 1105 1 106 ; 107 108 109 110 1 111 1112 1 113 114 1115 116 29 30 31 32 33 /! i 34 VANCLUSE BAY DRIVE UJ F ` J UJ 100 1 99 ! 98 1 97 96 95 1 94 ! 93 i 92 91 90 ; 89 1 88 ' 87 " 86 85 40 39 3837 36 U) I 1 i I I v 41 42 ! 43 I 44 j 45 46 < 69 } 70 1 71 1 72 73 74 1 75 i 76 1 77 1 78 i 79 1 80 j 81 82 j 83 1 84 ( i I U 68 67 66 ! 65 1 64 j 63 62 ! 61 160 ± 59 58 ; 57 ' 56 55 54 ; 53 I PHASE 1 PHASE 2 ; i j l j 1 I y i 140 141 1142 1431144114511461147 148'149 150 151'152 153 154:155 l I WOOLRICH BAY DRIVE VICINITY MAP 78 79 ► 80 ' $' I I N.T.S. 77 76 75 74 i ASmBUILT F o: 0 kE� a 68 m 69 SEAL E111GINEER FOR PHASE 2 ONLY QRQFESS/ON,, 73 0 �' P5O D, A m 70 j L No. 50392 72 1 71 l COLLECTOR STREET LOCAL STREET SHEET INDEX SHE'_T tA,,9 1. gfRARD . PE RCE 90392 0 IRVINE, rOFCAL�FO� FORT DENISON AVENUE (EAST) 7. 3 140614E!,RVINE7, CA. 9:2618 4. HORSLEY PARK COURT ESTIMATED OUANTITIES STD. N0. MIDDLE HARBOUR DRIVE U PHASE 1 PHASE 2 TYPE "B" CURB & GUTTER 11592 LF 13936 LF SIDEWALK 52961 SF 62952 SF AC PAVING 4555 TON 4168 TON AGGREGATE BASE 3948 CY 4117 CY MONUMENT 14 EA 23 EA STREET LIGHT 200 WATT 4 EA 1 EA STREET LIGH- 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 --- a 0 COLLECTOR STREET LOCAL STREET SHEET INDEX SHE'_T 1251124 I 1. TITLE 2. BONDI BEACH COURT FORT DENISON AVENUE (WEST) 3. FORT DENISON AVENUE (EAST) 7. DAWES POINT DRIVE 4. HORSLEY PARK COURT ROSE BAY COURT STD. N0. MIDDLE HARBOUR DRIVE U r / �--TYPICAL TYPE "B" CURB AND GUTTER 5. WLLCH AVENUE `(WEST) W/5.5' WIDE SIDEWALK (REvIsF_o) 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 LOCAL STREET SECTION EAST BERKSHIRE ROAD SECTION 1371 LF 12228 LF 3913311321131iI 130 I j 1 1138 ?, 1371' 136j.15d�134, 1291281127'126 , 1251124 I 108 1109110 1 111 1 112 1 113 1 114 1 115 1116 116 1 117 t::118119 120 1 t 105 1 104 j 103 1 102 101 100 ° 99 j 98 1 97 , 96 95 WELCH AVENLE 1 i 07 i 106 t 105 1 104 j 103 1 102 101 100 ° 99 j 98 1 97 , 96 95 82 '. 83 i i f i 84 i 85 86 87 188 r 89 ; 90 1 91 92 93 94 AlL. Y 52 1 51 1 50 j 49 1 48 47 I PHASE 1 ! i i PHASE 2 1} 2 3 1 4 ( / 6 1 { 7 12 ! 11 1 10 1 g ! 8 21 i 122 ' 123 13 1 14 15 i 16 17 i ( it 18 F272619 25 24 23 22 21 20J `\ o: 1 28 29 30 31 32 33 ! 34 35 X 1 tw Ir f ➢E1.IIRRiER i 1�a 1 ' = 200' KEY MAP TEMPORARY TURN AROUND BY SEPARATE INSTRUMENT (TYP.) PUBLIC WORDS DIRECTOR: RAUL M. ROJAS R.C.E. 39880 EXP. 12-31-07 EDATE W4 -REVIEWED BY ASST. PUBLIC WORKS DIRECTOR REVIEWED BY TRAFFIC ENGINEER e- �0� _ ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT!1�N AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSF-IELE ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND !NCLUDE ALL IMPROVE=MENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. eROFESs/ON S K. DL ANY ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARLF)S ")R W ' No. 17564 m DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECT'`D AND * * SUCH :C0;RECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGIN'= ER. CIV 11. P j F OF CA\. f � � JAMS K DELMARTER ..C.E. 17564 EXP. 06-30-07 nAT �- CITY OF BAKERSFIELD MARK USED FORT DENISON AVENUE STANDARD DRA'MNGS APPLICABLE _BENCH 7. o - TOP OF CAL TRANS BRASS CAP IN LAMPHOLE Q INFERSE ;TION OF UNION AVENUE & PANAMA LANE PER C.Q.B. TR. 580'3 HUNTERS HILL WAY STD. N0. DESCRIPTION U � CASTLECRAG DRIVE 67 F 58 57 x 50 49 0 42 41 til SIDEWALK RESIDENCE DRIVEWAY TOP OF CAL TRANS BRASS CAP IN LAMPHOLE @ INTERSECT101i ST -9 THROUGH ST -11 a OF UNION AVENUE & BERKSHIRE ROAD 9. 66 ST -13 59 ELEV. = 358.17 J 51 48 w 43 40 j ' 36 ST -14 65 a 60 DARLING POINT DRIVE o 0 0 36 �. --- 55 = 52 47 44 = VANCLUSE BAY DRIVE 64 W3 61 I i 38 J ! HANDICAP RAMP PER CAL -TRANS STANDARDS - E` a 0 _ 54 WIDE CROSS GUTTER - o 53 46 45 0 ! �37 63 t 62 SUBTRACT 2.20" TO GET U.S.C.&G.S. DATUM 13. 1 i NO. 61520 PHASES 1&2 sus 14. EAST BERKSHIRE ROAD (EAST) APPROVED BY PLANS IVIL TEMPORARY TURN AROUND BY SEPARATE INSTRUMENT (TYP.) PUBLIC WORDS DIRECTOR: RAUL M. ROJAS R.C.E. 39880 EXP. 12-31-07 EDATE W4 -REVIEWED BY ASST. PUBLIC WORKS DIRECTOR REVIEWED BY TRAFFIC ENGINEER e- �0� _ ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT!1�N AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSF-IELE ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND !NCLUDE ALL IMPROVE=MENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. eROFESs/ON S K. DL ANY ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARLF)S ")R W ' No. 17564 m DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECT'`D AND * * SUCH :C0;RECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGIN'= ER. CIV 11. P j F OF CA\. f � � JAMS K DELMARTER ..C.E. 17564 EXP. 06-30-07 nAT �- CITY OF BAKERSFIELD MARK USED SHEET STANDARD DRA'MNGS APPLICABLE _BENCH 7. MARVIN STREET (NORTH) FOR THIS PROJECT ARE: TOP OF CAL TRANS BRASS CAP IN LAMPHOLE Q INFERSE ;TION OF UNION AVENUE & PANAMA LANE PER C.Q.B. TR. 580'3 HUNTERS HILL WAY STD. N0. DESCRIPTION EL`'V. = 361.36 8. CASTLECRAG DRIVE ST -1 CURB & GUTTER BENCH MARK SET MARTELLO WAY ST -3 ST -4 SIDEWALK RESIDENCE DRIVEWAY TOP OF CAL TRANS BRASS CAP IN LAMPHOLE @ INTERSECT101i ST -9 THROUGH ST -11 STREET SPECIFICATIONS OF UNION AVENUE & BERKSHIRE ROAD 9. WOOLRICH BAY DRIVE ST -13 SURVEY MONUMENT ELEV. = 358.17 ST -14 STREET LIGHT SUBTRACT 2.20' TO GET U.S.C.&G.S. DATUM 10. DARLING POINT DRIVE T-1 STREET SIGN BENCH MARK SET T-12 MINIMUM ACCESS DESIGN (DRIVEWAYS) 11. VANCLUSE BAY DRIVE T-19 MISC. SIGN DETAIL CHISELED SQUARE TOP CURB W. SIDE UNION RSP A88A HANDICAP RAMP PER CAL -TRANS STANDARDS 200' SO. OF CIL BANNOCK STREET 12. RUSHCUTTERS BAY DRIVE ��-35 WIDE CROSS GUTTER ELEV. = 356.33 SUBTRACT 2.20" TO GET U.S.C.&G.S. DATUM 13. EAST BERKSHIRE ROAD (WEST)��a� NO. 61520 PHASES 1&2 sus 14. EAST BERKSHIRE ROAD (EAST) �- T IMPROVEMENT PLANS IVIL saNTanoN--:; AU;:✓s.::-::. EIV NGINEERS FOUNDA'iil�lS---.`i_ {%�`' Q (�{� �+''( �1 /� 'Re DEI_,MARTER AND DEIFEL. RE�/(fj(ON 1 RdVEp (�(: �► -19-06 - Date r7APPR. BAKERSFIELD, 2a)PHONE 327-11452301 7NO.4.09 327-1486 FAX - -� Y.JOE KEAY II LAND PLANNING SURVEYORS LAND LEVE -UNG M/�LRIAN Q SNA\N 1�+T>= -- 1� PROPERTY LIN'c OF 14 RCE 321-18 EXQ. 12-31-08 SUBDIVISION -_ DRAFi1Nc --� -- DRAWN -IG ice. _1136520 _ DEL►4ARTER R IIFEL W w Q~ w w x NOTES & LEGEND CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Cl 47'09'23" 33.00' 14.40 27.16' C2 137'0923" 42.00' 107.05' 100.54' C3 90'00'00" 20.00' 20.00' 31.42' C4 120'1100" 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' NOTES & LEGEND ZUl W Z M N N �- INSTALL STREET SIGN PER C.O.B. STD. S-40 M UI w u? co pLn n x M r O I N (n m 2 (�. 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NATURAL GROUND a0 N + + + U ± N N M U 2 O CENTER UNI 354 + N - ") - - - APPROXIMATE NATURAL GROUND - ---.- -- __ ® CENTER LINE _ -- - - - - - 3�2 352 _ _ _ 0.200% -0.200% -0.250% 0.200% 0`500%-0 0- - - - 0.500% �--- NORTH GUTTER PROFILE WEST GUTTER PROFILE 3:� 8 Z 358 J F t\i \M - - ZR' Z O z ZEN z0a3 M M zZ w to rn 0 CL. N u� 356 ZOdtO tO ZZM M a I M - to .. N - M N gW.ZM.- `;a I O N .. to .. ir M wr�� 0 to I N O N _ - - - . - M _ N - M �O 2 Z Lt. Lo 356 r to to M M _ M N��M M1n�o z Z �qk0 2 0 �z�o� to U M M in M z 2 i M 0 2 N N 2 Mir coo 100 aC JZ0 U aV N C) �Qmm u w w 2 2 2 JZ00: M M trJZO U U\Nm m to m W N� M M W w 2 cCl U U U \-OU U\tnm m z W UQ M M t�pm�t11 2 U Ir V o d W UQmm tp io WUQ M M mm,N�, � rn m=�ao 2 z N UO a w m ,� a n mm� M M tom rn i rn �_� N z i ,� ��� + w [- a 0 M N o rn to=To, z z oto=� p z o r�iVu� to N +a + U U w 3J4 O po m O z 01 N O_ U to 04 - a0 .- U tO a0 a' CO t0 H M + U U + U 2 r. .. W. ID N n -� N + + +qM+ U U ++QM .. .. m. W. m N + + to w + N N M U .2 M W m M M U 2 m w- m m c+o U 2 APPROXIMATE NATURAL GROUND 354 ± _ _ N. __ ® CENTER LINE- N - _ APPROXIMATE NATURAL GROUND -- " - - - -- - -- 0 CENTER LINE ---- 352 0.500% a o= 0.500% 0.200% __--�- - -0.2009 %� e_: -.0_50o_, __- . 0.500-0.2009 352 0.500% _ o.5O0%-----�- - -0.200% 0.250X 0.200% -� - . -0.5009° 0.500 o -=x•500-- SOUTH GUTTER PROFILE --o EAST GUTTER PROFILE TRACT N0. 0520 PHASES 1&2 �oe�ooss"��.� EXHIBIT "A" - STREET PLANS & PROFIL``_S yQ SHEET 2 SANITATION.;;..: a HYDRAULICSASK , , w Q i m DRAWN BY J.F.K.2 DATE 6-19-06 OF 14 CIVIL STRUCTURAL ,' QRpfESS/pN�! ENGINEERSrtNnarns_:- E .0,30/11 �v 4'. oft BONDI BEACH COURT ::...__..._ Np q_i��e ��- y����S �o�'�,`�y� DELMARTER & DEIFEL �,+�,�%\,OQ? s FORT DENISON A`v'ENUE DELMARTER & DE'=EL w No. 17584 rte'•+ v f i 2901 H ST. %3 BAKERSFIELD• CA. 93301 <COF (`��`� Exp. 6/30/07 BY: �� !�%1 / 4'� PHONE 327-1488 fAX 327-1452 i A t. - _ * * JAMES K. DELMARTER PLANW _ ! SURVEYORS sr R.C.E.: 17564 EXPIRES: 6-30-2007 -SAND"G 'rF OF I C l�Ffja t, 0 y . �SUr�iylsl. _ori, DATE: 1 - DRAFTING: JCB N0. 14090 j 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. <=> INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK PROPOSED SEWER LINE PER C.O.B. STD. S-3 Q PAVE WITH 0.20' AC OVER 0.40' AB. PROPOSED SEWER MANHOLE a CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A SD = PROPOSED STORM DRAIN ?� O PROPOSED STORM DRAIN MANHOLE ~ 1>FIRARTER • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT _. a W PER C.O.B. STD. S-29 T TYPICAL CONTROL SIGN AS INDICATED TRAFFIC n - =. ZOm r ZUl W Z M N N �- INSTALL STREET SIGN PER C.O.B. STD. S-40 M UI w u? co pLn n x M r O I N (n m 2 (�. W M F) M (J J F- r� co ;n w M m w w w M 6 W 1(] m o M w U W W 2 z M Z N "' "' "' � z Z cxr z to m M 73 z w 2 2 ��m j w a4 W a z 0 m w Ua� m w w aMo w m N m `° 7, 74 rn Q M co 82 83 84 85 86 87 88 89 90 91 92 N = I N 76 �oM _ N O cll 7 7 pj + Q M N i 1' 18 U + Ot O N M U Z + � I i i Q 04 to + N N 1 1 20' 20' + M j N I - 1 20' 20' 0' ( ! I I I I � R/W �� S` I SD I I > + I �% 72 D I ' I I c7 R/W i- C3 I N + C7 C8 Q 0 o Q C2 N r o FORT DENISON AVENUE 1 _ ---__ _._--- ___-___ 1 © _ _ _ _ - _-, - _ _. �, - N89 54 30 E � 11+56.91 12+89.91 00 Cl 0D 0 3+90.00 C4 r_ u ..._ __ ._ __. -. --- ._. _ __ _._ - - - I - i 8+90.91+00 © 10+00 - 11+00 0 2+0o B O N D I BEACH 3+00 C O U R T -- T - - s+ o.s1 7+00 8+00 N 1 - I © Z+00.00 3+00 3+50.91 4+0 4+83.91 5+00 0 6+00 Q 1 Q d_ SD 1+27.29 POC - 351.76 - X72946 -_---- -- - __.-• - ----- - © C3 C3 O N SD 2944 SD O C 0 #72943 SD T3_ ----D - C1 r 1+25.52 POC 351.61 (72948 C6 D C3C3 C3 R/WC3 +C2 4 R/W 71 c9 10 50 49 18'42 68 M 57 18' Via' a M 1s' 1s' 67 1 ' 20 20' 1 ' 58 to In 4 /�/�N M to J \ \ M M 0 2 n i._L_ Z ' q N 68 M to N UWP U' �'� 2 w ZQM p m WZtfr)� p w 70 M z 69 z "' �; ZoC p ZZ - of Of n WZM m C w N C 2 U cr U M M WZM tO �d (K' m O I N Qt io: �M d' Obi U w o SUMP 2 2 o I N QOM N °' cn M ��� � N 2 F + CL o .nT�"� = a- "'.neo a�0 I- z rid Azov Q ui w ,.� , w SEE SEWER & a w ri r i C w 2 M z ' Z' v �cz-it m w m m N m m 00 + + STORM DRAIN PLANS n J Z O� in 0 jinn m w w U< Q w co to rn w M \- QC14 a: N N 0f n U m to m w u) `'� t0 m to p = �° °° to (n V7 FU- z °r w (n + N ^ tp .- M 2 pt r T t_J� N N N OUON w w aaddOf�M W to to + +QM w vwi ±U z +a"'+ - w ++< (n U) m mU 2 -J Iz MU 2 M 0 cn MMU 2 w ,n z � m o � S C ALE S HQ RIZ: 1" = v5 0' VERT: 1"- 2' 6 7 8 9 10 11 12 1 2 3 4 1 2 3 4 v 353 358 J w "wN 35 z0tn N d NO 04 • .. ... q F) L0 10 356 Tul i[1 M M M M M M to z z i 2 M `F z 2 2 U U m JZ0 U CV U m \- w 0 0 a w �Qm m M M o0 a w a M a m �_�' M 2 z N 354 to O 0 2 N M M Dom a 0_ N -FM + `- r 4 N tY to N + + + a w m APPROXIMATE. NATURAL GROUND a0 N + + + U ± N N M U 2 O CENTER UNI 354 + N - ") - - - APPROXIMATE NATURAL GROUND - ---.- -- __ ® CENTER LINE _ -- - - - - - 3�2 352 _ _ _ 0.200% -0.200% -0.250% 0.200% 0`500%-0 0- - - - 0.500% �--- NORTH GUTTER PROFILE WEST GUTTER PROFILE 3:� 8 Z 358 J F t\i \M - - ZR' Z O z ZEN z0a3 M M zZ w to rn 0 CL. N u� 356 ZOdtO tO ZZM M a I M - to .. N - M N gW.ZM.- `;a I O N .. to .. ir M wr�� 0 to I N O N _ - - - . - M _ N - M �O 2 Z Lt. Lo 356 r to to M M _ M N��M M1n�o z Z �qk0 2 0 �z�o� to U M M in M z 2 i M 0 2 N N 2 Mir coo 100 aC JZ0 U aV N C) �Qmm u w w 2 2 2 JZ00: M M trJZO U U\Nm m to m W N� M M W w 2 cCl U U U \-OU U\tnm m z W UQ M M t�pm�t11 2 U Ir V o d W UQmm tp io WUQ M M mm,N�, � rn m=�ao 2 z N UO a w m ,� a n mm� M M tom rn i rn �_� N z i ,� ��� + w [- a 0 M N o rn to=To, z z oto=� p z o r�iVu� to N +a + U U w 3J4 O po m O z 01 N O_ U to 04 - a0 .- U tO a0 a' CO t0 H M + U U + U 2 r. .. W. ID N n -� N + + +qM+ U U ++QM .. .. m. W. m N + + to w + N N M U .2 M W m M M U 2 m w- m m c+o U 2 APPROXIMATE NATURAL GROUND 354 ± _ _ N. __ ® CENTER LINE- N - _ APPROXIMATE NATURAL GROUND -- " - - - -- - -- 0 CENTER LINE ---- 352 0.500% a o= 0.500% 0.200% __--�- - -0.2009 %� e_: -.0_50o_, __- . 0.500-0.2009 352 0.500% _ o.5O0%-----�- - -0.200% 0.250X 0.200% -� - . -0.5009° 0.500 o -=x•500-- SOUTH GUTTER PROFILE --o EAST GUTTER PROFILE TRACT N0. 0520 PHASES 1&2 �oe�ooss"��.� EXHIBIT "A" - STREET PLANS & PROFIL``_S yQ SHEET 2 SANITATION.;;..: a HYDRAULICSASK , , w Q i m DRAWN BY J.F.K.2 DATE 6-19-06 OF 14 CIVIL STRUCTURAL ,' QRpfESS/pN�! ENGINEERSrtNnarns_:- E .0,30/11 �v 4'. oft BONDI BEACH COURT ::...__..._ Np q_i��e ��- y����S �o�'�,`�y� DELMARTER & DEIFEL �,+�,�%\,OQ? s FORT DENISON A`v'ENUE DELMARTER & DE'=EL w No. 17584 rte'•+ v f i 2901 H ST. %3 BAKERSFIELD• CA. 93301 <COF (`��`� Exp. 6/30/07 BY: �� !�%1 / 4'� PHONE 327-1488 fAX 327-1452 i A t. - _ * * JAMES K. DELMARTER PLANW _ ! SURVEYORS sr R.C.E.: 17564 EXPIRES: 6-30-2007 -SAND"G 'rF OF I C l�Ffja t, 0 y . �SUr�iylsl. _ori, DATE: 1 - DRAFTING: JCB N0. 14090 j NOTES & LEGEND 1O 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 (2� PAVE WITH 0.20' AC OVER 0.40' AB. <=> INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 -S--- PROPOSED SEWER UNE 0 PROPOSED SEWER MANHOLE i- — SD = PROPOSED STORM DRAIN CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A Q Q PROPOSED STORM DRAIN MANHOLE • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT � DEI ARTER & �� PER C.O.B. STD. S-29 T TYPICAL TRAFFIC CONTROL Mr N CURVE TABLE SIGN AS INDICATED CURVEM44*24'55"37 INSTALL STREET SIGN PER C.O.B. STD. S-40 n IUS Cl n 00' mOf o w A20.03' C2 O 00' M C3 ul � 0' 2 C4 2 0' 15.10' 28.68' C5 268'49'50" 40.00' -- 187.68' C6 44'2455" 35.00' 14.29' 27.13' C7 134'24'55" 42.00' I 1 18' N 358 356 354 352 358 N F W 354 Lu 352 I II I N I SDI - + I wC2 C3I _ _ 0 W ._ N___. -; - O - - -- --- FORT DENISON AVENUE N 111+00 1111+56.91 _ © 12 00 Q - N I O 13+ 14+00 14+26.91 — — _ _____-- -- = N 10 1 © 15+00 N89'54'30"E 16+00 — 17+00 —�- — _ 0 © 0 18+00 1 SD Cl C1 X2940 = SD = SD X72939 0 N + I Cl Cl + I 49 n 0 18' '18' 42 Z 41 1 20' 20 1 w � n �� 36 01 H Ln oa.Zl M to maz0, iO�OM O M i00 H M MO 1 H MSO 2 0 2 ria'O Ulnmm }- W \ZpU cOm04 F— _ Ufnm m LL W UV)m (0 Q w a ��--y�r�� m in rn (Dain tO Oi= ±U Z ± w + .FHM +(0 co0tM W ro vwi "ry 2 - fl!� a:!U 2 O Q � _ ~ ry w w 2 Lj W w C) O 11 12 13 14 15 n -J SIGN AS INDICATED N N INSTALL STREET SIGN PER C.O.B. STD. S-40 n = M z Z n m M mOf o w Z m O Z M ' /1 v , w ul � !~/1 2 ry Llii— U 2 z0 U m m w �' � `� 0 a 92 93 94 °' z -e r °' 28 29 30 31 W N = 32 33 34 M 35 LO I 1 18' 18' I ; 00 358 356 354 352 358 N F W 354 Lu 352 I II I N I SDI - + I wC2 C3I _ _ 0 W ._ N___. -; - O - - -- --- FORT DENISON AVENUE N 111+00 1111+56.91 _ © 12 00 Q - N I O 13+ 14+00 14+26.91 — — _ _____-- -- = N 10 1 © 15+00 N89'54'30"E 16+00 — 17+00 —�- — _ 0 © 0 18+00 1 SD Cl C1 X2940 = SD = SD X72939 0 N + I Cl Cl + I 49 n 0 18' '18' 42 Z 41 1 20' 20 1 w � n �� 36 01 H Ln oa.Zl M to maz0, iO�OM O M i00 H M MO 1 H MSO 2 0 2 ria'O Ulnmm }- W \ZpU cOm04 F— _ Ufnm m LL W UV)m (0 Q w a ��--y�r�� m in rn (Dain tO Oi= ±U Z ± w + .FHM +(0 co0tM W ro vwi "ry 2 - fl!� a:!U 2 O Q � _ ~ ry w w 2 Lj W w C) O 11 12 13 14 15 n N (0 n N cq M to cD - z M z Z 2 o 0 mOf o w Z m O O w co M M to + U U N t w m 'r 0 CENTER LINE .5007- 0— -0.2009' -e e- WEST GUTTER PROFILE 16 APPROXIMATE NATURAL GROUND ® CENTER LINE \ 0.200% NORTH GUTTER PROFILE 17 Ire 00 C4 TEMPORARY TURN -AROUND 0-21.77 POC N 352.42 PAVED W/ 2" AC C5 00 OVER NATIVE C4 N O1 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE Z BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH N CONSTRUCTION OF ADJACENT PHASE. z O U 0 z w ul ul a0 N N [V tn M 2 F N Z O U 0 z Ll LOLO + 00 19 0 DELMARTER & DEIFEL Lii Z L1J Q N L -- zw w N O N N N('n O V J w M PO t�0 7 N Z Z M Llj U a- W 2 Q a rl oo m I-- 63 + + 64 65 66 67 o O I ± + I 1 20 20' 1 ' w i I I ' I .ccs _o I 0+50.00 O o Q r Cl I -- 1 +00 •r F-- © N — — N00'05'30"W 3+00 N © 3+ o DAWES POINT STREET a p C6 0 - C1I I R/w X172944 � N 1 20' 120. It ' 62 N M M 61 t. 2 a w nto � + oM TEMPORARY TURN -AROUND EASEMENT PER FINAL MAP 2 3 58 SCALES HORIZ: 1 50' VlRT: 1_"- 2' 4 1 N (0 ..-. .. N to - _.. ...._... r) - ..--.-.... N cq M to cD - z M z Z M - - - o 0 mOf o w Z n 00 m to - N t0 M O M M Z 0 0+ + Ir U w APPROXIMATE NATURAL GROUND 0 CENTER LINE -0.2009' WEST GUTTER PROFILE 358 35 354 352 - 358 z0zm– * Zen 0 in rn 0- ry t LO aZM (O two * M a to 01 �I t 0;:m M A M SO I H MSF- z 2 �om '`��0, Z 0: Cif Ol M O 2 2 M �O Z N ("NV (O cli 0) m m t0 t0 W \Z O U M M J ; - .. - - .. .- .... - m WIn 04 t�j M - Uam m WU(nm - t - - M M m _--F z i wm� �, r, r, 10 in W Z z M 356 2 2 u m + ,cr +o - + v v ++�-"� n a w O 9 U 2 w m t v .2 'O n tO 000 m z + n .. - co N (p r.i M M i n O z + I It — _- � W 354 APPROXIMATE NATURAL GROUND APPROXIMATE NATURAL GROUND -� 0 CENTER LINE — — 0 CENTER LINE \ — 0_500% o- 50o7 —o.2ooq- — 0500% 0.500% C-200% -- - -0.200% :�52 SOUTH GUTTER PROFILE EAST GUTTER PROFILE -o 4- 27 2/- poFES670, TRACT NO. 6520 PHASES 1&2 C'A,y; " " EXHIBIT A — ST �Q F REET PLANS & PROFILES EV.AS=BUILTQROFESS/O DRAWN BY J.F.K.2 DATE 6-19-06 `Sam'`° SHEET 3 _ 7 4¢! `��` Df( 00'0CIVIL _HYORAUya=_`:_` OF 14 N� -�� `�- `��``S��Fyc 9ELMARTER &DEIFEL FORT DENISON AVENJE-` 9 0 � V 1 VOQ? � �� i /ENGINEERS -- OF e� 7 �2 DAWES POINT STREET 1 DELMARTER &DEIFEL * BY: J+ 2901 H ST. f3 BAKERSFIELD, CA. 93,301 Jj \� JAMES K. DELMARTER PHONE 327-1486 FAX 327-1452 �rF �IVIX. 0�� R.C. 7564 EXPIRES: 6-30-2007 ►N4 P iritic SURVEYORS OF CAtki-v.1AND _IEyEL1NG DATE: _ � .`P.... _UyE .:. __..:..._-..:._ :. aaFnNc: JOB NO. 14090 NOTES & LEGEND 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. w ! TD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK DELMARTER DUFEL � PER C.O.B. STD. S-3 w Z Ld CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 w z w > Ld Q PAVE WITH 0.20' AC OVER 0.40' AB. Q N w Ld Z Q N w z w L > w > CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A M 0 = Z w <M w M O G Z w • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT M N co w rn w cn V) La O x PER G.O.B. STD. S-29 N N z Li z M M Ill M o z i7 aD n w �� INSTALL STREET SIGN PER C.O.B. STD. S-40 0 z M M W a Z 204 c0i 0 �- a z z � M M z 55 + 56 0CR w Z z w N d 57 o O N m av 2 N � LL_ 47 + 48 O Waf U to m m + N 49 � w 37� 38 36 40 M + 41 o O 1 20' 20' 1' N + ++ d W 5 4 M 1 20 20 1 0 o i + I M C2 RAW - 46 I 1 20 20' 1 I lffi C3 C2 0 R/W �- I R/W Cl+00.00 _ Q C3 _ _...- - --- f72942 © 2� N00'05'30"W 3 '00 m 1 © X72937 b _---- r- 2+00.00 C1 1Q ao I © C3 , 1+27.29 POC � 352.50 -____ _._______ 3 _ __ _ _ _ _. _- _ 1+27.29 POC 352.13 --_- 72941 ©—N00'05'30"W 3 +00 '- HORSLEY PARK °2 TCOURT(1 — — ._-_ C5 N — - .- ._ - 1 Cl ROSE BAY COURT °° _O _ _. 0+50.00 1+0~0 — --'- — — C2 0 C3 I ___.---_--,- C1 l b 2+00 N00'05'30"W 3+00 © 3+ 1 O N MIDDLE HARBOUR DRIVE 1p 53 ` R/W C2 0 C3 I . Q C7 I 45 R/ 3 yy - o Lo X72943 I I C I Q 0-23.96 POC 352.05 R/W N co ao ; (72940 C6 N 0 1 20' 20' 1 ' to 5 M M M `_: 20' 20' 1' 729 2 t Z 5 50 M 1 � M 2 1 U w z 0 U 44 �, M M z 43 M 42 Z INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 U a rn m O Z W U PROPOSED SEWER UNE OR + o w U d O0 i m o PROPOSED SEWER MANHOLE n Nto + N M 00 + o toN 114'12'40" 42.00' -- 83,72' N N ,,+o = SD =PROPOSED STORM DRAIN 103.73' C7 62'10'55" N 22.16' 39.88' 0 PROPOSED STORM DRAIN MANHOLE � CURVE TABLE FCjj DELTA RADIUS TANGENT LENGTH 47'09'23" 33.00' 14.40 27,16' z 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" 36.75' 22.16' 39.88' � ^ N 1 20' 20' 1 ' M z z M z U a_ w U to m � n of 0) � n + � 0 M TEMPORARY TURN -AROUND EASEMENT TYPICAL TRAFFIC CONTROL SIGN AS INDICATED PER FINAL MAP SCALES 1 2 3 4 1 HO RIZ: 1"- ,-.)0' 2 3 4 0VERT: 1'Q- 2, 1 2 3 3 358 N M N 0co 0 358 nj cV M to M � p M M 356 z Z Z N m M M - M - � N cp co 07 M -0) M .. FCN - cq O 356 + + + ir w a a w ,'j Z 2 z M _ N N U m U 0 U c 2 �n U z cD s K) rn O M °. w as w N 0 O 4 n N In O Z O O m N APPROXIMATE NATURAL GROUND + N M W a o °' 2 .. O oi c(6 0 'TER UNE + + d 0 0 0.0 APPROXIMATE NATURAL GROUND ` +M w �54 ® CENTER LINE \ 352 -0.200% APPROXIMATE NATURAL GROUND — -- — -- -- — ®CENTER UNE WEST GUTTER PROFILE -e -0.20094 -- -_. — -- -- WEST GUTTER PROFILE -0.200% X52 358 WEST GUTTER PROFILE -0.500, e 0 0 to N N N .)58 M�.Oj -M � 356 z M 2 j N z toMLn 00 to N coto O0i O M Z M M M - - - � OD n to n d 0 z z t z - M Z .. M. � + N N + w a a w 0 U z t _.�6 ro m 354 N Mm rn o '�� w a v m r* 0o Z n `w m 0o APPROXIMATE NATURAL GROUND N04 Lo+ to z . M+ w _. OCENTER UNE pN N Qaj + O APPROXIMATE NATURAL GROUND ` `o w 354 0 CENTER UNE \ 352 -0.200 —-- ---- — APPROXIMATE PRRNO�ATNNATURAL GROUND __0.500 $ -e - EAST GUTTER- PROFILE EAST GUTTER PROFILE �' -0.200% - - x`152 EAST GUTTER PROFILE -0.500% Q�oFES TRACT N0. 0520 PHASES 1&2 EXHIBIT "A" — STREET PANS & PROFILES 6/30/1% LTo4RpfESS/p4,'! DRAWN BY : J.F.K.2 DATE : 6-19-06A1io SHEE=T 4 EXE n 4 N� C-/9� /8 �Q' �Q�,�S K. oE�� CIVIL OF 4 9 / V 1 �� ti 1 DELMARTER & DElFEL ENGINEERS sai. rn E*La 6/30/07 A BY: ` ���C�, , � HORSLEY PARK COURT DELMARTER & DEIFEL 2901 H ST. f3 BAKERSF EW, CA. 9330'• sl \ * JAMES K. DELMARTER ROSE BAY COURT PHONE 327-1486 FAX 327-1452 9r CIVIL R. . .: 17564 EXPIRES: 6-30-2007 MIDDLE HARBOUR DRIVE -ANG SURVEYORS OF, CAL\F F OR DATE: �- Z'U wro_yEUNG =aRariziY ui --'su AFnNG JOB NO. 14090 c ' J J NOTES & LEGEND W D 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. z STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK 1 . 1 PER C.O.B. STD. S-3 Q © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 CURVE TABLE CU CURVE DELTA RADIUS TANGENT LENGTH © PAVE WITH 0.20' AC OVER 0.40' AB. �\ DELMARTER 8 DEIFEL O �`I-� ` CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A W z I I W C1 90'04'32" 20.00' 20.03' 31.44' � �- w C2 89'5528" 20.00' 19.97' 31.39' ' C3 89 53'15" 30.00' 29.94' 47.06' C4 90'01'20" 30.00' 30.01' 47.14' LL 2w9 �' CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT rn I— a z v • z a i I M PER C.O.B. STD. S-29 fn V) F M 0 W M I II Z M Lo o = w I di t + INSTALL STREET SIGN PER C.O.B. STD. 5-40 (M=METRO) t _z z o w �m ~ z I � w a w zz 0 1 m i v N - QI U 1 M \ Z U w m Of 2 to co w 1 I W o 0 108 109 110 111 112 113 114 115 116 117 118 119 12 °' _ W:2 � Imo ) + 0 12.1 . 122 18' 12' 20' 10' ^ t I II #72951 ! ] I I ri 1 REMOVE 4.49 LT EXIST I I I K o I I I M CURB & GUTTER - MATCH INSTALL R3 - 5R i AT SAW CUT UNE NO SIDEWALK HERE J I � I � — — — — — — -- — — — — — — — — — — — — 20 I � f � � ' C4 -) Rt -1 0 0 0 —� i R/w 1 0+00 I lO C2 Cl 1+00 N o 0 0 5 0 2+00 © N 3+00 N 4+00 5+00 6+00 II cm 6+63.8 0 WELCH AVENUE il 7+00 8+00 9+00 10+00 00 0 n - - - — --F— — — i — — — N89'54'30"E 13+00 N 14+00 1 00 _ �_� A« ___�_ -�-_ _-� w _ _. _ — — — — — C3 0 o I I 12+ —9� 5+00 © T_cd z I I PROPERTY UNE o17295U-- Cl 1 - _ : __ a I p 2g4g I PAVE 30' TRACT BOUNDARY o C2 L o o C I-���E72954 — RAD. TRANSITION I I ~1 I I I I � I I o I I DRIVEWAY TO CONCRETE I W I 1 3 1 — 1 j ,` i 10,� 20' 20' 10'S c*" F- 0 ( w ri to 1112- to CLin l a ( I I �o j�nJ tr rn M j 12' 8 18 t la I I W I I t t 107 106 105 104 103 102 101 100 z I0 V) I I I I B INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 '�' 78 79 80 `C31 9 9 9 8 9 7 g 6 g 5 Q i W ir + M U m U > U Q �, 0 0 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 t m m w ^ ^ ^ J ^ z Z rn - PROPOSED SEWER LINE z " 4 r<i z Q j m + + ^o U U (Uj + O W N N PROPOSED SEWER MANHOLE z z _ F0 w = SD = PROPOSED STORM DRAIN m w m 0 zo Q PROPOSED STORM DRAIN MANHOLE o iY = F M W w a' + a 0 T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED " Z ~�`` z z a a a a a to SCALES HCRIZ: 1"= 50' 0 1 2 3 4 5 6 7 8 9 10 11 n VERT. I"= 2' "R 1Z- 13 14 15 LoM O t 358 1r . lAto u - W . .. .. .. M J 358 v + m z�m m o ri woto M M a Z --d- 0 t t U I IE 356 D.ss a ,�, `° o 89, m r7 � U � I" GO t t _ Q m 356 �04 + U U + - to W m I� . + F M -0.3769; __ --_ __ _\ � v t 354 �- APPROXIMATE NATURAL GROUND .O CENTER LINE — 354 352 0.200% _ 35�� NORTH GUTTER PROFILE ro to t--_—e -- r- 358 Z N W to Lo - �,0) Z t 358 W O O r7 0 - m ce + Qk m Mtr) Nte) W - t Q 356 _ + t t M to Z a _ _ M N M cr — — — -0.4149' y� �Q + x o i — — —� y w �` to 356 SOUTH EDGE PAVEMENT PROFILE \ 354 \ W \ ui -0.430% �APPROXIMATE NATURAL GROUND O CENTER LINE 5 QI- 352 -0.200% SOUTH GUTTER PROFILE `�52 -0.500% i 00.`�' TRACT NO. 6520 PHASES 1&2 A �` h � Lu m _ EXHIBIT "A" — STREET PLANS & PROFILES LTExp. % N� 9 r ESSJpN DRAWN BY : J.F.K.2 DATE : 6-19-06 N AnaH SHEET _ 5 IN DEC D FCIVILOF 14QELMARTER & DEIFEL ENGINEERS-A_a_w. WELCH AVENUEDELMARTER & DEIFEL 17564 rn 2901 H ST. �i BAKERSFlELL, CA. 93301 * * JAMES K. DELMARTER PHONE 327-1486 FAX 327-1452 LAND _PtANNtyG r' CIV1� �`� R. 17564 EXPIRES: 6-30-2007 -_ SURVEYORS lF OF CAL\F�� _ LAND_LEVEIJNG: DATE: - 7 PROPERTY UNE: .--=_S_UBDIyISION ................ JOB NO. 14090 I CURVE TABLE DELMARTER & DEIFEL 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' NOTES & LEGEND L.1— J Zrn Q DELMARTER & IIEIFEL 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. O INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 a Go N o STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK o Z n n Q m N tcli o 00 O „ Z Z PER C.O.B. STD. S-3 PROPOSED SEWER LINE 00 c%j m to n d a I 11 M c � z to C4 Ili O © PAVE WITH 0.20' AC OVER 0.40' AB. PROPOSED SEWER MANHOLE M~ t !, w M Lo M O M M M M O ; Z 0o_ o W Z 2 a 2 2 z ri ��TT�\� = SD =PROPOSED STORM DRAIN J z `CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A rn m cai J w v o_ ,•� D! a \ - m 00 _ (n n 16 1 7 In ,� w o m • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT O PROPOSED STORM DRAIN MANHOLE 120 121 0 m 122 123 °° 13 14 15 �- + 0) 0 N z n PER C.O.B. STD. S-29 + M 0) Q of ao Go ,� tV U u) T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED M — M U too m 10' 20' 18' 12' o N - M v z + INSTALL STREET SIGN PER C.O.B. STD. S-40 3 10 20 20' 10' ' I 2647 74 81 10' o' 20' 10' >' J I ( # 1 8 Fj 8 I R/W 30' ACCESS EASEMENT PER BOOK 4801, PAGE 1345 O.R. — — — I C2 + R i \ + _ C4 o Cl s F H C) —0— N _ '�'2 -- — — C2 a0 + TRACT BOUNDARY + 0O N Do 16+ 9 82 ClC1 (D C3 010 0 ----- - vI w 14+00 N 14+69.82 15+00 N89'54'30"E 116+00 © 17+00 18+00 18+94'8 X72956 I `v 1+00 2+00 © 3+00 N N 4+00 5+00 6+00 7+00 8+00 N w 19+67.33 POC — — — �— — --- In l _ _ _ _. _ . -._ +00 2+80.00 N00'00'58"W 5+60.00 7+00.00 8+40.00 - o _ - 352.48 0 0 © MARVIN STREET o = N p 1p WELCH AVENUE Oc3 O N O p © N C2 Cla —o Cl C2 o N C4 1 Cl 0 1,-91 Cl -0 - - - C2 I l� } j R/W 19 6 7 rrW-z-.- ( + 1 + R/W I + f I '� N ' I108 139 140 6812' 18' 18' 12' I n im 10' 20' 20' 10'j a I �2 1 07 20` 20' 10 12' 18' 18' 12' 0 10' 20' 20' 10'' o M M to ao N N W Ino 6 to to Ld � N vii M 0D N � M IrJ W M M > M M LLQ M 95 z Q z 27 z 26 25 24 23 22 M M z z M �0 z z z — z Li --I L i i > z tai Z z 21 2 0 L>J w J z 0 a z a oc o v) c (n o rr v v m > wUQ� m w In w m w Q Q m w n J n a m a Q OMmN if) > w o 0 0 =" = o to + + qj n n Ld 0040M 0 Q= N N Q ami a- I CL 0 ~ 0�0 N ~ ko + � ± + OQRQFESS/Q� 0 0 0 z N U vwwi r+i m u+i oLLj +o 0 Eo F- tO W COQ� O D. A'��.04 w a LL] ry F� Z W W vzLli wi a U s z _ `+ i• . � _j G — t� W vo f Oc�Ep. 601°) O Q. c) A S C ALE c HCRIZ: 1" = 50' VERT: 1" 2' 14 15 16 17 18 19 20 0 1 2 3 4 5 6 7 8 358 _ w 0OfcR J \ I O II Z m O! 2 M qk r- 04 U\Z In to wUa z O M = Z O m a z M O m I N U . to M M 356 MO _ 0_ O1 - _ - _ \z0 U N m U 0) t0 n U w h Q m N N N w 3 5 6 0�pm� M to M if) M M "' �UTA m N M - N M 000 U) + H M U 2 00 to w m KO 354 - w W 352 0 a o a v a 0- o U U a U a 0.500x --0 p_5009 m -0.200% n_200% w — o- m z 0 F Q 00 N 00 00 N Iq tV M M M n M z O, ir m d a0 M w .- n M Z 0�1 M tn0 (0 0 + + + + o w 00 APPROXIMATE NATURAL GROUND - ®CENTER UNE — — _ NORTH GUTTER PROFILE 358 Z w 0OfcR Z Ip z Z I O II M to 2 M qk r- 04 U\Z In to wUa z O M = Z O m O O U 2 U 0_ O1 NORTH GUTTER PROFILE 358 Z w 0OfcR Z Ip z Z I O II M to 2 M qk r- 04 U\Z In to wUa z O M = Z O m O O U 2 U 0_ O1 L- In t0 w h N I- _ 00 coW _ N N N m d 3 5 6 W M M "' IA M' - N m M N M - N M U) - w W o U 0 a o a v a 0- o U U a U a m w v v m n M to M n co co n ro M K) z z O 00 ai to - M to tno UU I j to w t+o co rn m 354 w T T APPROXIMATE NATURAL GROUND ®CENTER LINE 352 0.200x -0.200% -0 SOUTH GUTTER PROFILE —0 �0�5pOx 0, 500% ts- —" _ J 358 Z oO * O n z Z M �a i 04 - F6 O N _ M to M -to �O N (m O z t � 0 356 M �\Nm _ m to to w v a to Z!71— to M M MNm o0I 2 2 t l C) to APPROXIMATE NATURAL GROUND �6 M— - N w m � MMU 2 ® CENTER UNE ��� �e+p.6� .200% 0.200%—_— --.---- -� 354 WEST EDGE PAVEMENT PROFILE 2y z 0 0.555% a 352 WEST GUTTER PROFILE M r � M M 2 z m U cli Om to Lo U N t In GO 2 Z Go MIt + U U + N w m M tee---- . tt� � p19x �e 0..733% C) 0 a LL 0 G n N W 358 mn z G LLI ri w M M Z M 2 2 w 2 af N N it Q a' 000 m `tw a m 356 M " M M t7 O Z O O O 2 2 tNv rn e 0 0- w r 00 w APPROXIMATE NATURAL GROUND m to r!i CENTER UNE �— — — --- --- — — —. -0.2009; o.2oox _ -0.50o,-. 354 '— EAST GUTTER PROFILE 352 QgOFESS/- DEt Lu No. 17564 Exp. 6/30/07 �14 rc147F CALF TRACT N0. 0520 PHASES 1&2 EXHIBIT "A" — STREET PLANS & PROFILES _sods_. cHEET 6 :SANITATION.':-:_ ... DRAWN BY : J.F.K.2 DATE 6-19-06 CIVIL "'Puucs__= OF 14 RTER & DEIFEL WELCH AVENUE ENGINEERSoA�nci�s::-- D LMA-- MARVIN STREET DELMARTER & DEIFEL ASA 2901 H ST. J3 BAKERSFIELD. CA. 9330' BY: s r /(� PHONE 327-1486 FAX 327-1452 y JAMES K. DELMARTER PLANNTN cG SURVEYORSSND ?R.C.-,7564 EXPIRES: 6-30-2007 -uo::: N T u DATE: - :.......... --- SUBDIVISION JOB NO. 14090 J w 0OfcR Z Ip z Z I O II M to 2 M qk r- 04 U\Z In to wUa z O M = '* '* F- m O O U 2 _ J 358 Z oO * O n z Z M �a i 04 - F6 O N _ M to M -to �O N (m O z t � 0 356 M �\Nm _ m to to w v a to Z!71— to M M MNm o0I 2 2 t l C) to APPROXIMATE NATURAL GROUND �6 M— - N w m � MMU 2 ® CENTER UNE ��� �e+p.6� .200% 0.200%—_— --.---- -� 354 WEST EDGE PAVEMENT PROFILE 2y z 0 0.555% a 352 WEST GUTTER PROFILE M r � M M 2 z m U cli Om to Lo U N t In GO 2 Z Go MIt + U U + N w m M tee---- . tt� � p19x �e 0..733% C) 0 a LL 0 G n N W 358 mn z G LLI ri w M M Z M 2 2 w 2 af N N it Q a' 000 m `tw a m 356 M " M M t7 O Z O O O 2 2 tNv rn e 0 0- w r 00 w APPROXIMATE NATURAL GROUND m to r!i CENTER UNE �— — — --- --- — — —. -0.2009; o.2oox _ -0.50o,-. 354 '— EAST GUTTER PROFILE 352 QgOFESS/- DEt Lu No. 17564 Exp. 6/30/07 �14 rc147F CALF TRACT N0. 0520 PHASES 1&2 EXHIBIT "A" — STREET PLANS & PROFILES _sods_. cHEET 6 :SANITATION.':-:_ ... DRAWN BY : J.F.K.2 DATE 6-19-06 CIVIL "'Puucs__= OF 14 RTER & DEIFEL WELCH AVENUE ENGINEERSoA�nci�s::-- D LMA-- MARVIN STREET DELMARTER & DEIFEL ASA 2901 H ST. J3 BAKERSFIELD. CA. 9330' BY: s r /(� PHONE 327-1486 FAX 327-1452 y JAMES K. DELMARTER PLANNTN cG SURVEYORSSND ?R.C.-,7564 EXPIRES: 6-30-2007 -uo::: N T u DATE: - :.......... --- SUBDIVISION JOB NO. 14090 C) 0 a LL 0 G n N W 358 mn z G LLI ri w M M Z M 2 2 w 2 af N N it Q a' 000 m `tw a m 356 M " M M t7 O Z O O O 2 2 tNv rn e 0 0- w r 00 w APPROXIMATE NATURAL GROUND m to r!i CENTER UNE �— — — --- --- — — —. -0.2009; o.2oox _ -0.50o,-. 354 '— EAST GUTTER PROFILE 352 QgOFESS/- DEt Lu No. 17564 Exp. 6/30/07 �14 rc147F CALF TRACT N0. 0520 PHASES 1&2 EXHIBIT "A" — STREET PLANS & PROFILES _sods_. cHEET 6 :SANITATION.':-:_ ... DRAWN BY : J.F.K.2 DATE 6-19-06 CIVIL "'Puucs__= OF 14 RTER & DEIFEL WELCH AVENUE ENGINEERSoA�nci�s::-- D LMA-- MARVIN STREET DELMARTER & DEIFEL ASA 2901 H ST. J3 BAKERSFIELD. CA. 9330' BY: s r /(� PHONE 327-1486 FAX 327-1452 y JAMES K. DELMARTER PLANNTN cG SURVEYORSSND ?R.C.-,7564 EXPIRES: 6-30-2007 -uo::: N T u DATE: - :.......... --- SUBDIVISION JOB NO. 14090 QgOFESS/- DEt Lu No. 17564 Exp. 6/30/07 �14 rc147F CALF TRACT N0. 0520 PHASES 1&2 EXHIBIT "A" — STREET PLANS & PROFILES _sods_. cHEET 6 :SANITATION.':-:_ ... DRAWN BY : J.F.K.2 DATE 6-19-06 CIVIL "'Puucs__= OF 14 RTER & DEIFEL WELCH AVENUE ENGINEERSoA�nci�s::-- D LMA-- MARVIN STREET DELMARTER & DEIFEL ASA 2901 H ST. J3 BAKERSFIELD. CA. 9330' BY: s r /(� PHONE 327-1486 FAX 327-1452 y JAMES K. DELMARTER PLANNTN cG SURVEYORSSND ?R.C.-,7564 EXPIRES: 6-30-2007 -uo::: N T u DATE: - :.......... --- SUBDIVISION JOB NO. 14090 NOTES & LEGEND B INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 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 DELMARTER R DEIFLZ 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 ��\ = = ' `I-►� CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A SD PROPOSED STORM DRAIN • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PROPOSED STORM DRAIN MANHOLE CURVE TABLE � CURVE DELTA RADIUS TANGENT LENGTH PER C.O.B. STD. S-29 T L- o Cl 90'04'32" 20.00' 20.03' 31.44' TYPICAL TRAFFIC CONTROL SIGN AS INDICATED n o m o + INSTALL STREET SIGN PER C.O.B. STD. S-40 n to z O v o o w Z M d C2 89'55'28" 20.00' 19.97' 31.39' (M=METRO) M f u ;n C3 89'33'59" 30.00' 29.77' 46.90';r,a_ z tq- n "' C4 90'26'01" 30.00' 30.23' 47.35' V Z M lk� c m U�Z O U O W U Q m m tGm O Lo 0 rl) O) + d0'�IU--M M tp tfa f oo0 z 94 N 10' 20' `20' 10' 9 5 10' 20":. 20' 10'' I / +M R/W 30' ACCESS EASEMENT PER BOOK 4801, PAGE 1345 O.R. - 2=1 TYP. + CD w C2 + + + 00 PROPOSED 18" DEEP aD C4 I I iv N w TRACT BOUNDARY TEMPORARY SUMP BOTTOM = 354.3 C2 Cl o WI -7 & OM4-3 MARKER 7+00 r 8+00 9+00 10+00 11+00 12+00 13+00 14+00 165.00' 15+00 N N I © 0+00 00 0 Q a0 2+80.00 w N00'00'S8"W / +0 N00'00'58"W - 2+00 - vwi 7+00.00 8+40.00 © 11+ 0.00 14+00. 16+01.87 f - - MARVIN STREET ®j4= I _ - _- - O N O O X172972 O o c3 SD Cl O D _HUNTERS HILL WAY O _ �SD F o C2 C1 X72962 C2 C1 X72971 C2 C1 r I _N N c2 R/W I + I + I + Rt -1 M t + I c,n (( } X72954 68 69 100 101 132 1 #72980 II 27 II 10' 20' 20' 10' 12' 18' 18' 12' 10' 20' 20' 10' \ N � 11' 34' 10' 20 I20' 10'f o w � 28 0' 20'- 20' 10' W - o o v °' o o PAINT 12" LIMIT UNE USING THERMOPLASTIC W _ z iK Of� o W W W o _ o ,� - 30' ACCESS EASEMENT c5 - ,� tri Q PAINT PER CALTRANS STANDARD o a z r7 O (n L to M M PER BOOK 5051, PAGE 873 O.R. M M o 0 SPECIFICATION 8010-21C-19 Z ;� o f N ;� z Q N Q "' p "� p 0W "� ;r, 00 :E " W _ to Z Z 2 Z 2 Z Z > 2 ri�� Z > u7 Z m z w m Q W Li m Q W m Q wvQ0o0 m Q s- o o o m o 1 o m o o - Z oomoo o = w z o o 0 000 0 � 'n 0 M (n V) 00 0��M 0 U cwn w C+D W O W ± t "V6..- �i / M �I Y M v J � O O U Z N W /� V W LL \J N = W N N F 7 z N W W W LLJ V) C) En a. m to = w w Q Q Uw I-( �U)LLJ o � _ � cn W SCALES HORIZ: 1"= 50' VERT: 19' = 2' 7 8 9 10 11 12 13 14 15 16 0 1 2 3 358 358 u- o M Z d'n 2 - ;5W Z M p 358m 358 356 _:a_] u0 Lo to OR ' M Z WJZ0 0: to M O t7 O O ONO � ( + d' � WUQm m � 0 Lo oo 0 C14 . ir 1* It � "' M fr356 0% OO N45%� m U2 W 354 APPROXIMATE NATURAL GROUND �6 Q y5k �Q ®CENTER LINE 0. `10200%--------- ygk �Q ygk FQ - 0.3821- - - - - -- '-------=0.200%--- 0.200% ----------'-- _ - 354 — — — — — — 354 352 352 p�500% 0.200% �- WEST GUTTER PROFILE 352 _ 352_ 350 359 0 F- Q Z o F N O to z 358 358 O Wo g o 00 w 41 � � d � tri tri tri z z to ul 11) O 358 in U) z z W co z W to 0) N 358 356 0 o I I, to 3.58 Q .. ..fY .OD - .00. X... 0 - >n- m.. -- .. - -.. U to O st U - .- .C3.. .._-.. .. - .. - -.. .-..... - -M. f M - .. t W M Ili lr'i �p to O. m M M W � M M to m rmj n m m m 2 M H Z M m tr) O . O O Z O O M n f -- O o Z 2 0 OD Z 2 to V Z Z M z W UNm m Lo n o0 W m CO O+ W m + \ W m W/ Z OMcn _� O Z O (N U tC) O 356 :pa's=�c_ _ 356 354 ooUM N w 35� 0200% APPROXIMATE NATURAL GROUND p - CENTER APPROXIMALINE TE NATURAL GROUND ®CENTER UNE 0.500% 0.500X `� i — 0.200% ---V $` � -- ---- -- _- p_500% - 0500%- - ---------�0. 0To 0.200% 354 o.5op' a p_5°°% 354 352 _ 352 EAST GUTTER PROFILE 0-:-.0-500% 0.200% EAST GUTTER PROFILE 352 352 350 350 TRACT NO. 6520 PHASES 1&2 "RECORD DRAWING" EXHIBIT "A" — STREEI- PLANS & PROFILES;, HEREBY STATE THAT THIS DRAWING ..... SHEET SHEET CONTAINS ALL t; c, raz..... GES APPROVED ROFESS�p DRAWN BY : J.F.K.2 DATE 6-19-06 PRIOR r0 h H AUU AU. T f (� Q N/ CIVIL STRUCTURAL - --_ OF 14 '`' C�' �. °Et�� Fy MARVIN STREET ENGINEERS _z:_ ELMARTER & DEIFEL DELMARTER & DEIF"�L 3Y: W ' No.,7564 m HUNTERS HILL WA`' Fp. 6/30707 /'l LC �� 2901 H ST. 27 1486 FAX CA. 933U' * * BY: ' PRUNE 327-1486 FAX 327-1452 JAMES K. DELMARTER -=:=�!w.:N.N SURVEYORS DATE-5-�,� R.C.E. ! �� s�'l CIYIL ��`P R.C.f> 17564 EXPIRES: 6-30-2007-=viNo-_Lrr.G E . OF CAIS � /, PROPERw li DATE: ✓rte --SUBDIVISION +-`DRAFTING: — JOB N 0. 14090 r - r. Q a INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 NOTES (.7C.. LEGEND PROPOSED SEWER LINE ClW o y CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. PROPOSED SEWER MANHOI F nGl MARTt•f) a nmrri ) > Q �;-\LY-\\ CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A cWco Y '' = v • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT z z w n Z w� -'to rn PER C.O.B. STD. S-29 M M wZM wZM w W W o to m F- 04 N 17 POto M + INSTALL STREET SIGN PER C.O.B. STD. S-40 M m J ao I to o I 1 to to ,' z F M N W r- �} M M' N M M M '`) 2 LO to < z (M=METRO) z z < Ki =k2 z z 1-i qk0 Z z 2 U M M (n I w m w (!) o Cr) -463 m � v �N m v v m kms' _ Q Lf) rn 0 0m0)tn tnom0) k o(D D w m LLI �<a T n O 0! N W O I Z r Z 2 r S r O 0) N X nN� o t\ 0 0) m n 7^^ t\ U� 0) 0) fV U to 0) L.S� o 00 o z r + + + +< + ++<M ^ + OO- n z�U 1 20' 20' 0 123 N 1 18' 18' 2' M 155 m z 1 20'' 20' 1 co U z m 1 18 18' 2' 00 ± N 124 53 84 85 116 117 1 1s'` 18' 1 ' 122 1 20'' 20' 1 ' 34' : #72974 11 z < s t 00 26 + l � <z + R/W r. R/W M SO4 D Cl ©C2 _ aW c<i 0 1 C1 I I ©C3 C4 z z W 0+00 04 2+80 0 4+20.00 O 5+60.00 8+40.00 0 0 Q o a 0- (n 0 2+ 3+0— 4+00 5+00 6+ - - 7+00 - - 8+00 9+00 10+00 N 11+00 121 W ,+� c� +01.87 --4 - -I - - _ N00'00'58"W 2 �—N00'00'58" _ _ + +00 25 p CASTLECRAG DRIVE , N _ C2 C1 O MARTELLO WAYC�p r I I C2 ©C1 C3 _ C4 R/W M w 120 1 18' 18' 2' o o^ 13 12 1 18' 18' 2' 1 N 52 � m 1 20'; 20' 1 0 41 40 , 18' 18' 2' 29 28 , 18' 18' 2' 1 20' 20' 1 ' 1 2 #72978 ?7� W z�r: Lil zmro. LTJ 1 34' Lij r,a010 to n LLI W w0Mrn > �woti > co `O W o rn m o � C4 04 - n ,� aO z n N N Mi m wn- to M 0 t�I Q M Q tonOM Q M0 O M 0 M 7 M trto M to z M z z = z= n ik 2 z �i �k z z ���7 � �` z r� > w d,JZ�O � i w a. W a JZO W ~ �JZO N z z z Q L, U\N m U U z \(n m O U\- m U U w w WUmr m Q W J Um0m Z WUQO m < W m j U U !Z W ul OtO)2� O m O fW �UtgO O O ONmtO N m O N m �= o v 00 ++<M + Z + O_ FMN 00~M C' r O M� 0 n -J O O U 2 N W M M � U z t+U W c+0 t+p U 2 Li H + O+ (n + x �• M L i U N o (.D 2 (n w m J i a o + Q�pFESS/p0' w N Z w N W cN O D, JO zin W L_ CO O w rn 0 Q U N > w cc SCALES OIV% ASmBUILT )1:= r--, ) FOF CAL1Fo �a ' VERT: 1 = 2 DO 0 1 2 3 4 5 6 7 8 9 10 11 0 1 2 o � � in to ZOr, Zwr, J O'i M M z WZMOf 0)WZM O f0 358 �; - _ Z o I N � �� 1 � N "' 358 N ° N � 358 to n0 iA < M M Mil) N M M. .M z M N ... .. 2 z m to 2 � r i r- z r- n z Ni �kr z z 2 S z rz 2 n w w 'd' m < JZow O O 1rJz0 0) r N F� z 0 U U �.j N U 2 \(n m U U\- U M N - W m N O W o- U< m tNA WUQm m N N W m tM (nw U Ir O M tL7 tt) M M t0 n O m 001 to M M to O m 00) m M M m to M O Fj- m W m � z Of 0) z z Of a r S r m -z z m N 2 r O) Of 0) 00 M O ^ M 0) d n O! t\Um0 a,,OFM r z z t` - m z dl z O m z 356 + + + + .... _ +Q+ U ++< + + 356 NX m.- O . . N W m M �.. M')U 2 N - -.. til.. ...m..... -.... .rn<nc).z- - m w m. m+. - - -.- .-. _ O W. O.a m. O+ + W/ 355 APPROXIMATE NATURAL GROUND 0 CENTER LINE -- APPROXIMATE NATURAL GROUND \ _ ®CENTER LINE APPROXIMATE NATURAL GROUND — 0 CENTER LINE -- — -- _�--- -'- 0_500 0.562% _ 354 4 -- o.soo 354 o- - WEST GUTTER PROFILE i 0.900%-.e 0.000% 0.200% p_50Q76 s�= 0.500% 56 p 600 = - 0.200% -0.2 0% �-_ 0.200% WEST GUTTER PROFILE 352 0_500% a-soon:52 3 0_500% - WEST GUTTER PROFILE - _ 3 5 2 O J WEST GUTTER PROFILE 0u-0 M 1-1 lL� LLm f7 (� Of Z�I, Zgn O O Zir< Zir< NZX.t M M z WZM 0) &W OM f0 p n a. z vNi h z O ll Z -:0 II N C4 M n 358 tn0 to 1 M to � - t�mM M. I M �to 358 to 358 Mn�0 z 2 w M�k� z 2t -i �k� z .. .-. ..- .. z - O=M M M m 2 1-i :at co t0 < r- n co 2 v z Z o-Jz� a a 2 <zmo� o 0 0 jzo n n m ''� N M z o O (V N to N N U -'ln m U U m O 0' M WU<m m M to W d Um0m M 0) L0 M WU<0 m � to W m M z 4 U C) o t[) O m r� O O O W O O r7 m 0) � M t7 m tf) M M W m _ LO . : z on z z m: z z Sr O p O �O p n M Sr N e0 O nUtn0 O(N N z z N 2 OU 2 O m U M,*H� + U U + C14 F- + +<M + ir U U O�<M O tr � m MX O ^ z _ w Ta 356 w 0 _r W 356 356 m z N w M- .� NU z w tOtg0 z OD w m � o + + + APPROXIMATE NATURAL GROUND 0 CENTER LINE — -- APPROXIMATE NATURAL GROUND �\ / _____ --- --- -- ®CENTER LINE APPROXIMATE NATURAL GROUND — 0 CENTER LINE --- 0.582%- 354 - - 354 0_500% _ 3 � 4 EAST GUTTER PROFILE % p.500'X � o- O.SOpz 0_000% 0.200% s 465 p 600 - - 352 0.200% ��= - EAST GUTTER PROFILE 0.292X 0.500% - -,o 0-:-.0-500% 352 352 o. 0.5007E - -� EAST GUTTER PROFILE EAST GUTTER PROFILE a AOz TRACT N0. 6520 PHASES 1&2 =- EXHIBIT "A" — STREET PLANS & PROFILES /l( `7` l:: >:__ SHEET 8 DRAWN BY: J.F.K.2 DATE 6-19-06 0-p eRpf ESS/OA, HYORAuycs:°>- CIVIL si;cniRu OF 14 LMARTER &DEIFEL CASTLECRAG DRIVE ENGINEERS .._+n'na►as...-s;,. W No. 17564 rn _ `� M AR TELLO WAY DELMARTER DEIFEL w Exp. 6/30/07 2901 H ST. #3 BAKERSFIELD. CA. 93301 * * BY PHONE 327-1486 FAX 327-1452 JAMES K. DELMARTER �r7 C►y1� .r`p R.C.E : 7564 EXPIRES: 6-30-2007 __'uND, PL4N.".iNc SURVEYORS lF OF CAI\1 ..:_PRNOPQin !G DATE: -CJ _.:::_::.::.-_..:-___- SUBDIVISK>rl - DR�nrc JOB NO. 14090 STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK AM PER C.O.B. STD. S-3 = SD = PROPOSED STORM DRAIN Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 0 PROPOSED STORM DRAIN MANHOLE 0PAVE WITH 0.20' AC OVER 0.40' AB. T TYPICAL TRAFFIC C CONTROL SIGN AS INDICATED o CURVE TABLE - O 3 LTJ� Q m = s. 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' 90'00'00" 20.00' 20.00' 31.42' C4 90'00'00" 30.00' 30.00' 47.12' �;-\LY-\\ CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A cWco Y '' = v • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT z z w n Z w� -'to rn PER C.O.B. STD. S-29 M M wZM wZM w W W o to m F- 04 N 17 POto M + INSTALL STREET SIGN PER C.O.B. STD. S-40 M m J ao I to o I 1 to to ,' z F M N W r- �} M M' N M M M '`) 2 LO to < z (M=METRO) z z < Ki =k2 z z 1-i qk0 Z z 2 U M M (n I w m w (!) o Cr) -463 m � v �N m v v m kms' _ Q Lf) rn 0 0m0)tn tnom0) k o(D D w m LLI �<a T n O 0! N W O I Z r Z 2 r S r O 0) N X nN� o t\ 0 0) m n 7^^ t\ U� 0) 0) fV U to 0) L.S� o 00 o z r + + + +< + ++<M ^ + OO- n z�U 1 20' 20' 0 123 N 1 18' 18' 2' M 155 m z 1 20'' 20' 1 co U z m 1 18 18' 2' 00 ± N 124 53 84 85 116 117 1 1s'` 18' 1 ' 122 1 20'' 20' 1 ' 34' : #72974 11 z < s t 00 26 + l � <z + R/W r. R/W M SO4 D Cl ©C2 _ aW c<i 0 1 C1 I I ©C3 C4 z z W 0+00 04 2+80 0 4+20.00 O 5+60.00 8+40.00 0 0 Q o a 0- (n 0 2+ 3+0— 4+00 5+00 6+ - - 7+00 - - 8+00 9+00 10+00 N 11+00 121 W ,+� c� +01.87 --4 - -I - - _ N00'00'58"W 2 �—N00'00'58" _ _ + +00 25 p CASTLECRAG DRIVE , N _ C2 C1 O MARTELLO WAYC�p r I I C2 ©C1 C3 _ C4 R/W M w 120 1 18' 18' 2' o o^ 13 12 1 18' 18' 2' 1 N 52 � m 1 20'; 20' 1 0 41 40 , 18' 18' 2' 29 28 , 18' 18' 2' 1 20' 20' 1 ' 1 2 #72978 ?7� W z�r: Lil zmro. LTJ 1 34' Lij r,a010 to n LLI W w0Mrn > �woti > co `O W o rn m o � C4 04 - n ,� aO z n N N Mi m wn- to M 0 t�I Q M Q tonOM Q M0 O M 0 M 7 M trto M to z M z z = z= n ik 2 z �i �k z z ���7 � �` z r� > w d,JZ�O � i w a. W a JZO W ~ �JZO N z z z Q L, U\N m U U z \(n m O U\- m U U w w WUmr m Q W J Um0m Z WUQO m < W m j U U !Z W ul OtO)2� O m O fW �UtgO O O ONmtO N m O N m �= o v 00 ++<M + Z + O_ FMN 00~M C' r O M� 0 n -J O O U 2 N W M M � U z t+U W c+0 t+p U 2 Li H + O+ (n + x �• M L i U N o (.D 2 (n w m J i a o + Q�pFESS/p0' w N Z w N W cN O D, JO zin W L_ CO O w rn 0 Q U N > w cc SCALES OIV% ASmBUILT )1:= r--, ) FOF CAL1Fo �a ' VERT: 1 = 2 DO 0 1 2 3 4 5 6 7 8 9 10 11 0 1 2 o � � in to ZOr, Zwr, J O'i M M z WZMOf 0)WZM O f0 358 �; - _ Z o I N � �� 1 � N "' 358 N ° N � 358 to n0 iA < M M Mil) N M M. .M z M N ... .. 2 z m to 2 � r i r- z r- n z Ni �kr z z 2 S z rz 2 n w w 'd' m < JZow O O 1rJz0 0) r N F� z 0 U U �.j N U 2 \(n m U U\- U M N - W m N O W o- U< m tNA WUQm m N N W m tM (nw U Ir O M tL7 tt) M M t0 n O m 001 to M M to O m 00) m M M m to M O Fj- m W m � z Of 0) z z Of a r S r m -z z m N 2 r O) Of 0) 00 M O ^ M 0) d n O! t\Um0 a,,OFM r z z t` - m z dl z O m z 356 + + + + .... _ +Q+ U ++< + + 356 NX m.- O . . N W m M �.. M')U 2 N - -.. til.. ...m..... -.... .rn<nc).z- - m w m. m+. - - -.- .-. _ O W. O.a m. O+ + W/ 355 APPROXIMATE NATURAL GROUND 0 CENTER LINE -- APPROXIMATE NATURAL GROUND \ _ ®CENTER LINE APPROXIMATE NATURAL GROUND — 0 CENTER LINE -- — -- _�--- -'- 0_500 0.562% _ 354 4 -- o.soo 354 o- - WEST GUTTER PROFILE i 0.900%-.e 0.000% 0.200% p_50Q76 s�= 0.500% 56 p 600 = - 0.200% -0.2 0% �-_ 0.200% WEST GUTTER PROFILE 352 0_500% a-soon:52 3 0_500% - WEST GUTTER PROFILE - _ 3 5 2 O J WEST GUTTER PROFILE 0u-0 M 1-1 lL� LLm f7 (� Of Z�I, Zgn O O Zir< Zir< NZX.t M M z WZM 0) &W OM f0 p n a. z vNi h z O ll Z -:0 II N C4 M n 358 tn0 to 1 M to � - t�mM M. I M �to 358 to 358 Mn�0 z 2 w M�k� z 2t -i �k� z .. .-. ..- .. z - O=M M M m 2 1-i :at co t0 < r- n co 2 v z Z o-Jz� a a 2 <zmo� o 0 0 jzo n n m ''� N M z o O (V N to N N U -'ln m U U m O 0' M WU<m m M to W d Um0m M 0) L0 M WU<0 m � to W m M z 4 U C) o t[) O m r� O O O W O O r7 m 0) � M t7 m tf) M M W m _ LO . : z on z z m: z z Sr O p O �O p n M Sr N e0 O nUtn0 O(N N z z N 2 OU 2 O m U M,*H� + U U + C14 F- + +<M + ir U U O�<M O tr � m MX O ^ z _ w Ta 356 w 0 _r W 356 356 m z N w M- .� NU z w tOtg0 z OD w m � o + + + APPROXIMATE NATURAL GROUND 0 CENTER LINE — -- APPROXIMATE NATURAL GROUND �\ / _____ --- --- -- ®CENTER LINE APPROXIMATE NATURAL GROUND — 0 CENTER LINE --- 0.582%- 354 - - 354 0_500% _ 3 � 4 EAST GUTTER PROFILE % p.500'X � o- O.SOpz 0_000% 0.200% s 465 p 600 - - 352 0.200% ��= - EAST GUTTER PROFILE 0.292X 0.500% - -,o 0-:-.0-500% 352 352 o. 0.5007E - -� EAST GUTTER PROFILE EAST GUTTER PROFILE a AOz TRACT N0. 6520 PHASES 1&2 =- EXHIBIT "A" — STREET PLANS & PROFILES /l( `7` l:: >:__ SHEET 8 DRAWN BY: J.F.K.2 DATE 6-19-06 0-p eRpf ESS/OA, HYORAuycs:°>- CIVIL si;cniRu OF 14 LMARTER &DEIFEL CASTLECRAG DRIVE ENGINEERS .._+n'na►as...-s;,. W No. 17564 rn _ `� M AR TELLO WAY DELMARTER DEIFEL w Exp. 6/30/07 2901 H ST. #3 BAKERSFIELD. CA. 93301 * * BY PHONE 327-1486 FAX 327-1452 JAMES K. DELMARTER �r7 C►y1� .r`p R.C.E : 7564 EXPIRES: 6-30-2007 __'uND, PL4N.".iNc SURVEYORS lF OF CAI\1 ..:_PRNOPQin !G DATE: -CJ _.:::_::.::.-_..:-___- SUBDIVISK>rl - DR�nrc JOB NO. 14090 IILLMARTER & DEIFEL CURVE TABLE W > j 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' t� Lr- LL1 Ld CD o QN rfl(o N (i H m M W d N U w uN] � Z = M K LIJ � M M Z N 2 2 —� W 2 2 a W W w cn fy V W m W mto Q o 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 U 1 2 3 N 4 5 0 N 0 r { 118' 12' 20' Lf72961 i ( { I I i i I I 0' 1 20' 20' 1 + I I I j i 2 f I RAW 6 +C4 0+00 © 00 10 WOOLRICH BAY DRIVE 1p 9+66.0© y1 1Q C312+31.00 r 1+00 2+00 3+00 4+00 5+00 N89'54'30"E 6+00 7+00 8+00 9+00 10+00 11+00 12+00 i - - - - --�- - - - F- - - - + - - -f - - i - - - I-- - - 172957 --------13+03.52 P00 N 353.06 O — ---- --_-- _ 1 _ _ 1 00 0 Cl C2 0 C3 -24 �+ I I j RAW I I + C4 / 7 ~` 118' 12' 20' I 1 ; I I j { (72958 , 1 20 20' 1 0 0 N 139 138 137 136 135 134 133 132 131 130 129 128 127 126 125 124 N 12 11 10 m M M ko °° 9 co M 8 Z M 2 Z M NOTES & LEGEND W 2 W U U Z U Lo 10 0!rn N a 1Q 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 rn � o n N STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK + N 0+ ± M PER C.O.B. STD. S-3 0 -S- PROPOSED SEWER LINE rn + N © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 PROPOSED SEWER MANHOLE �Q PAVE WITH 0.20' AC OVER 0.40' AB. = SD = PROPOSED STORM DRAIN ��L►' CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A o PROPOSED STORM DRAIN MANHOLE l�L� • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED PER C.O.B. STD. S -29H O R I l. I')) _ r-0' + INSTALL STREET SIGN PER C.O.B. STD. S-40 VERT: 1= 2' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 N mm C! N CA 358 _ _ M I 358 2 2 2 2 2 2 dr- - MM U U 0 d U U N N W m a 0_ W m 2 o m 2 2 6 d M r7 N 0! m 356 m o rn. w m ± N '? 356 APPROXIMATE NATURAL GROUND — 0 CENTER LINE � — -- - 354 — — — — — —_ — — 354 —o.2oox NORTH GUTTER PROFILE 0.200% -O.SOp% 0�50Q%6 352 3 2 N t0 syph a0 OR O 358 _ N � 358 M 2 2 Z 2 Z Z Ono M M V m to Mir kc) W U CV CV W m d D_ M Omi - mmM M 0 Oi M rM N356 w 356 o ± m APPROXIMATE NATURAL GROUND 0 CENTER UNE \ 354 715 _ ---- — ----_ ---- — —_--- _ _ ---- ------ 354 -- -0.200% SOUTH GUTTER PROFILE 0.200% -0.500 0.500% 352 _ _ 352 Q�oFEss�oN� TRACT NO. 6520 PHASES 1&2 ��Q�P c'r0FF2 EXHIBIT "A" — STREET PLANS & PROFILES in(11AS OUILI ILS S �- DRAWN BY J.F.K.2 DATE 6-19-06 a�xTnnoN - - HEE 9 HYDRAULICS QgOf ESS/p! CIVIL sTRUCTURA OF 14 C V �. ? ���``�S K' DEt�9 Fy ENGINEERS uanzs ELMARTER & DEIFEL _.....:.._....::- FOFCA��Fo�' W „�4 �`� m DELMARTER & DEIFEL Z WOOLRICH BAY DRIVE EV. 6/30/07 z BY: 9ZZA2901 H ST. #3 BAKERSFIELD, CA. 93301 * * PHONE 327-1486 FAX 327-1452 JAMES K. DELMARTER = Hti-Pw_yNc: SURVEYORS rel Clyl\- ��� R.C.E�� 7564 EXPIRES: 6-30-2007 _ aru vEiiNc F pF CAI�F� �i�'l bJ°��f _��P_ 12oPERTY. _uWE: DATE: �i I-'§IiBDIyISION '-DRAFTING JOB NO. 14090 I-- CURVE TABLE Ld CURVE DELTA LLI Cl 90*04'32" 20.00' 20.03' 1_ 31.44' F-- r- 00 (f) 1 31.39' ri 18*13'34" Ld L0 CURVE TABLE CURVE DELTA RADIUS TANGENTI LENGTH Cl 90*04'32" 20.00' 20.03' 1_ 31.44' C2 89*55'28" 20.00' 19.97' 1 31.39' C3 18*13'34" 480.00' 77.00' 1 152.69' C4 17*28'10" 500.00' 76.82' 1152.45' C5 16'46'25" 520.00' 76.66' 1 152.23' 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' Fo N A Ld 41 42 w 43 44 0 45 m 46 �2 > 5; Ljj bi af 0 Lai U) z IIELMARTER &DEIFEL 0 (n Lo 69 70 71 72 73 74 75 76 77 78 79 80 81 82 0 to q co C4 < q to 0 + q F4 < r - ti+ z NC14 Wul + Lo 0) W) C) + 1 20' �20' 1 Lli EnZ Z+ ui En w 0 41 42 w 43 44 0 45 m 46 �2 5; Ljj bi (10 Lai U) 0 TRACT BOUNDARY ry (n Lo 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 to q co C4 < q to 0 + q F4 r - ti+ + + 1 20' �20' 1 18' 12' 20' TEMPARY #72962 C9 TURN-ORAROUND PAVED W/ 2" AC IR/WI13+73.45 SD j p co OVER NATIVE C8 C2 0 C7 - DARLING POINT DRIVE 9+66.00 10+00 10 11+00 12+21.00 12+00 13+00 C4 _0 (D C6 0+ 1+00 2+00-6+00 N89*54'30"E 7+00 8+00 9+00 -T- S-- cl C5 C2 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE C2 #72966 BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH R/W I !CONSTRUCTION SD rC2 OF ADJACENT PHASE. + r #72)975 0 04 20' 1 to 118' 12' 20. 61 60 59 58 57 56 55 54 53 cli 0 c� 52 51 49 48 50 04 L0 47 z 68 67 66 65 64 63 62 tc) to M M 0 to Q� NOTES & LEGEND m ui Lo m 0 z to 04 0 ui Lo 0! 0) ui to CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 to c*4 0 + + clq + CD STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK + 0 PER C.O.B. STD. S-3 PROPOSED SEWER LINE Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 PROPOSED SEWER MANHOLE 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 0 CONSTRUCT SM. SURVEY MONUMENT ENCASEMENT T TYPICAL -TRAFFIC CONTROL SIGN AS INDICATED HORIZ- 1- 5 0' PER C.O.B. SID. S-29 VERT: 1 2 + INSTALL STREET SIGN PER C.O.B. STD. S-40 3 4 5 6 7 8 9 10 11 12 13 c� Lo fo 358 358 r - 0 N tc) C4 10 fl) 04 L0 U) z0 toi Z z 0 La Ir m z W 356 to to M to V) In 0 C6 0 0)356 to Lo CD C*4 + + 04 + po 0 mA + APPROXIMATE NATURAL GROUND CENTER LINE + (3) 0 Ld m 0 354- 354 \-�—NORTH 0.200% GUTTER PROFILE --:-Q-s0_0 5�, 35" 352 1 '0150—or- '—NORTH GUTTER PROFILE O� N Ln 35(c-, to 358 tq z C4 to L0 fl) cq W) pl) z 0 to of 0m of 0 z 3 5 356 O 4 to x 0 ui m to 0! to V) to to U) 0) to c� to O� to 04 ui 0+ + + to cr 0 m CD K) + 0 APPROXIMATE NATURAL GROUND ®CENTER LINE + 0) U uj m 0 354 354 0.2007 ---------------------------------------- --- SOUTH GUTTER PROFILE --0.500% o.50-0% --"��—SOUTH 352.1..-- 352 GUTTER PROFILE cl) IT TRACT NO. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLANS & PROFILES _sat ....----------------- ....... .... SHEET lo.TAn. DRAWN BY J.F.K.2 DATE 6-19-06 ...................... CIVIL .z . OF 14 9, ENGINEERS .... . ..... . . . . . . . . . . . . . 2 fDELMA RTER & DEIFEL DARLING POINT DRIVE DELIVIARTER D EIFELAA I N. 17W4 rn 6/30/07 BY: z—dwjxk4 2901 H ST. #3 BAI(Elr-FELD, CA. 93301 PHONE 327-1486 FAX 327-1452 JAMES K. DELMARTER . ...... ......... jp . ......... . ........ . SURVEYORS UP....... 9rF civiv R.C.j: /'l 7564 EXPIRES: 6-30-2007 NG . . . . . . . . . . . . . . . . . . . . . . . . ........... .......................... . . . . . . . . . . . . . . . . ... ............ OF CK00, DATE: ---- --- JOB NO. 14090 F-- LLI LL! V / W W if) = M z5 Li z U) W Q o 101 102 103 104 + 18' 12' 20' 1 ' O E (72971 s + i C1 N, C N! I+ i s 18' 12' 20' 1 co 100 99 98 97 M 2 NOTES & LEGEND W un rn 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. M O 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 O --S— PROPOSED SEWER LINE © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 ( PROPOSED SEWER MANHOLE 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 • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED PER C.O.B. STD. S-29 + INSTALL STREET SIGN PER C.O.B. STD. S-40 0 1 2 105 106 96 95 K1 W DELMARTER & DEIFEL D C Q M LO n N W to L Z � U W M M M LL.I V) Zaf Z z W N En m W m Nj 107 108 109 110 111 2 113 114 115 116 '0 U o 29 30 31 N 32 N + + ! + 1 20' 20' 1 ! i ! � j I i/4� C4 OI (� N VANCLUSE BAY DRIVE C2 - C3 \ 4+00 5+00 6+00 7+00 8+00 0 9+00 9+6 I 1 +00 11+00 0 12+00 31 00 +31 _ N89'S4'30"E — — - -- — — — — — — — — #72967 -00 C1 C2 C3 0 I' N t C4 / R/W I + I i I (72968 I 1 20' 20' m o n 33 94 93 92 91 90 89 88 87 86 85 N CURVE TABLE 39 38 � 36 CU�2VE DELTA RADIUS TANGENT LENGTH 61 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' W DELMARTER & DEIFEL D C Q M LO n N W to L Z � U W M M M LL.I V) Zaf Z z W N En m W m Nj 107 108 109 110 111 2 113 114 115 116 '0 U o 29 30 31 N 32 N + + ! + 1 20' 20' 1 ! i ! � j I i/4� C4 OI (� N VANCLUSE BAY DRIVE C2 - C3 \ 4+00 5+00 6+00 7+00 8+00 0 9+00 9+6 I 1 +00 11+00 0 12+00 31 00 +31 _ N89'S4'30"E — — - -- — — — — — — — — #72967 -00 C1 C2 C3 0 I' N t C4 / R/W I + I i I (72968 I 1 20' 20' m o n 33 94 93 92 91 90 89 88 87 86 85 N N 40 39 38 � 36 m M M 37 M 2 2 LO topj fnM to M .r LO m W M L U W m Oi to n N a rn vi ori O _ rn N cV + 356 O z O+ O M rn+ to O -- O . .. ._. _..- _ _ N i Z to f o N 5 6 7 8 9 10 358 12 13 N to co N EXHIBIT "A" — STREET PLANS & PROFILES - - _n (V 2 topj fnM to M .r LO m W M L d OU 2 `° � Oi t � n n w U 0 + W _ U m CV cV W 356 O z _ = i�rro P...... SURVEYORS '= _uwo �vF�.NG -... _-____-- O M M to O 0 C-) . .. ._. _..- _ _ N i Z to f o W m O+ ��_ APPROXIMATE NATURAL GROUND 0 CENTER UNE --- — 2 Z — 354 V M M V 0 m -0.200% kN W m 0. 352 358 356 354 352 NVM in %JU i it.rc YKVI ILC 0_000% 0.000% 34 ---13+03.52 POC - 353.36 35 SCALES HORIZ: 1"=150' VERT: 1 = 2' 11 12 13 N to — -- N EXHIBIT "A" — STREET PLANS & PROFILES M O 2 topj fnM to M .r U m W M L d OU ::.._:::..... _...... ............ :_:. Oi w to m O 0 + O M 34 ---13+03.52 POC - 353.36 35 SCALES HORIZ: 1"=150' VERT: 1 = 2' 11 12 13 — — -- EXHIBIT "A" — STREET PLANS & PROFILES 0 topj fnM to M SOUTH GUTTER PROFILE M LO M z U 2 CI VI L ENGINEERSnari::--. j d OU ::.._:::..... _...... ............ :_:. D U m N 0- N VANCLUSE BAY DRIVE DELMARTER 8c DEIFE=L N 0 + O M 356 e� * * SOUTH GUTTER PROFILE JAMES K. DELMARTER R.C.E : 7564 EXPIRES: 6-30-2007 cy) n _ = i�rro P...... SURVEYORS '= _uwo �vF�.NG -... _-____-- 354 n onnq o .- t 7 NORTH GUTTER PROFILE APPROXIMATE NATURAL GROUND ® CENTER UNE -- — — -- EXHIBIT "A" — STREET PLANS & PROFILES ESS /pN� DRAWN BY: J.F.K.2 DATE 6-19-06 SOUTH GUTTER PROFILE _. QROF O ! CI VI L ENGINEERSnari::--. 0.200% ' LMARTER & DEIFEL ::.._:::..... _...... ............ :_:. N0. 17564 � / VANCLUSE BAY DRIVE DELMARTER 8c DEIFE=L W m Ix Exp. 6/30/07 z BY: / � "% 2901 H ST. J3 BAKERSIELD, CA. 9330' e� * * SOUTH GUTTER PROFILE JAMES K. DELMARTER R.C.E : 7564 EXPIRES: 6-30-2007 cy) n _ = i�rro P...... SURVEYORS '= _uwo �vF�.NG -... _-____-- co o .- t 7 Nto m o JOB NO. 14090 M to f M Z 2 Z i V M M V 0 m ,N kN W m 0. m M M 0)i N CNA N ui + Ki N 0+1 W m O+ 352 358 356 354 3_}2 . 1 vG.. TRACT NO. 0520 PHASES 1&2 - EXHIBIT "A" — STREET PLANS & PROFILES ESS /pN� DRAWN BY: J.F.K.2 DATE 6-19-06 AN(rAnoN SHEET 11 yi13RAuucs OF 14 _. QROF O ! CI VI L ENGINEERSnari::--. ' LMARTER & DEIFEL ::.._:::..... _...... ............ :_:. N0. 17564 � / VANCLUSE BAY DRIVE DELMARTER 8c DEIFE=L W m Ix Exp. 6/30/07 z BY: / � "% 2901 H ST. J3 BAKERSIELD, CA. 9330' * * PHONE 327-14M FAX 327-1452 JAMES K. DELMARTER R.C.E : 7564 EXPIRES: 6-30-2007 s� CIT a�� lF _ = i�rro P...... SURVEYORS '= _uwo �vF�.NG -... _-____-- Of CAl�F00 DATE: �7 ......_:__:_:. PROPERTY _LINE; =-sueoivis�oN o JOB NO. 14090 vG.. LL] Ld '/� 04 V / W m W M z to 2 i W U U' 0 1 C O Z d + 18' 12' 20' 1 O ;jf72972 2 3 Cl O + 9 oN 1+00 2+00 C2 0 I+ 18' 12' 20' 1 ' El 5 3+00 _._.._.. ..__ n_._. s .._._�...._.T. N* DELMARTER L DEIFEL >- >Q M M M N MO co u) r- Ql O w d m u M to J W O M M M M M M 3-- M Z M Z Z 2 Ld 7 8 9 10 11 m `�' w 12 13 14 15 v 16 m v 17 18 19 m a 20 21 <,( .n p> N � OMi Q Of N 01 (0 M) � 4 M N N O O n O 1 20' 20' 1 I I °' ! rn N 0/W + C5 C3 C3 + cv RUSHCUTTERS BAY DRIVE 6+66.16 10 o 9+66.00 © 10 00 c4 12+31.00 Q3 4+00 5+00 N89'54'30"E 6+00 - 17+00 © 8+00 N 9+00 I 1�+Ob 11+00 12+00 #72976 n - - -- _ oN 0 C2 - C4 o Cl N I s CURVE TABLE I 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 45'52'37" 37.00' 15.66' 29.63' C5 135'52'37" 42.00' 103.63' 99.60' DELMARTER L DEIFEL >- >Q M M M N MO co u) r- Ql O w d m u M to J W O M M M M M M 3-- M Z M Z Z 2 Ld 7 8 9 10 11 m `�' w 12 13 14 15 v 16 m v 17 18 19 m a 20 21 <,( .n p> N � OMi Q Of N 01 (0 M) � 4 M N N O O n O 1 20' 20' 1 I I °' ! rn N 0/W + C5 C3 C3 + cv RUSHCUTTERS BAY DRIVE 6+66.16 10 o 9+66.00 © 10 00 c4 12+31.00 Q3 4+00 5+00 N89'54'30"E 6+00 - 17+00 © 8+00 N 9+00 I 1�+Ob 11+00 12+00 #72976 n - - -- _ oN 0 C2 - C4 o Cl N I s ( R/W I tt I 132 i 2 � U M m W M m M 2 O O 356 m O M G. Q500x 354 352 358 356 354 352 N d 358 132 131 130 129 2 � U M m W M m M 2 O O 356 m O M G. Q500x 354 Z � U W 2 z Z v L NOTES & LEGEND U of M O m w m W ao ,c) 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. M aO1, N INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 N + STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK ULd F W O p r + PER C.O.B. STD. S-3 0+ — S---- PROPOSED SEWER UNE Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 to M + N PROPOSED SEWER MANHOLE O1 PAVE WITH 0.20' AC OVER 0.40' AB. = SO = PROPOSED STORM DRAIN �Q3 a N Z U a 0 PROPOSED STORM DRAIN MANHOLE ' `I-►'� CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A v � O to 0 0! • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT m T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED 2 w- U PER C.O.B. STD. S-29 U O O Ln + + INSTALL STREET SIGN PER C.O.B. STD. S-40 ri + co W m 0 - 01 � 1 2 352 358 356 354 352 N d 358 M to to vi 28 2 � U M m W M m M 2 O O 356 m O t M G. Q500x 354 Z � U W 352 358 356 354 352 119 118 117 M w > 8 9 to to vi 28 r co 27 26 M O M e7 M r7 M to to M t M o v) r io M Z � U W 2 Lo M Z Z v L In M m \ of M O '2 13+03.52 POC - 354.13 23 1 ' 20' X20' 1 ' ti 128 127 126 125 124 123 122 121 120 119 118 117 M w > 8 9 to to vi 28 r co 27 26 M , pj M e7 M r7 M to M t M °' 24 M 2 2 2 & ^� 2 In M 2 � Ir m w m 2 ao ,c) < w rn N a N + tr)1..1- N ULd F W O p r + N M c0 rn W � W 2 U to M + N Z af N ® O1 Z w W V) M Z 0- v 2 x m a N Z U a ,to M 17 to M v � O to 0 0! Q M + m 2 + U 2 w- U 7 cli + U O O Ln + + N I 0 1 NORTH GUTTER PROFILE SCALES HORIZ: 1"=50 VERT. ; - " - -- f�' 6 7 M LL7 8 9 10 11 12 13 e7 M r7 M M O M M Z 2 2 & ^� Z to to m to ri Ir m 2 M m trMj ul M to O) N to N to to W Z U M Lo to to d ^ + N M- t1i O M W) ro M m L M - - 2 � M 2 U to M �z'S8 Z af N ® O1 Z w 2 a M Z 0- v 2 x m a N Z U a ,to M 17 to M v � O to 0 0! N M + m 2 + U 2 w- U 7 cli + 04 - + O O Ln + + N ri + co W m 1 - 01 � O :Z56 APPROXIMATE NATURAL GROUND O CENTER LINE � ---- — -- — -- - — --- _ o.000� e 354 NORTH GUTTER PROFILE APPROXIMATE NATURAL GROUND — — O CENTER LINE _ 0.200% SOUTH GUTTER PROFILE O.Sppq 1 9% CR r) U) M 2 a m - N to to+ —52 :z58 �Z56 .Z54 SOUTH GUTTER PROFILE N M LL7 tb M 352 M M e7 M r7 M M O M M Z 2 2 & ^� Z to to m to ri Ir m 2 a trMj ul M to O) N Ir a N to W Z U 2 � O O d ^ + N t1i O M + O W U m t7 O + N `o ,� TRACT NO. 6520 PHASES 1&2 f � °�CGRD DRAWING EXHIBIT "A" — STREET PLANS & PROFILES I ' FR H STATE THAT THIS DRAWING SHEET _ 12 -4;GES APPROVED DRAWN BY J.F.K.2 DATE 6-19-06 - SANITAl10N HYDRAI UCS ;l� f i OQROFESSIO! CIVIL STRUCT RAL OF _14 s4'.Oft Fyc RUSHCUTTERS BAY DRIVE ENGINEERS y LZRTER 8c DEIFELDELMARTER 8c DEIfw N. 17564 rn -EL BY:a ti(/ PHO14E.327 1 ERFAX 32 7-1 452 301 R.C.E. J * * JAMES K. DELMARTER - N6:PIa NNc s� �� SURVEYORS A�41.a— S.�t1. �jF CfylE o�� R.C.E. y7564 EXPIRES: 6-30-2007=+rio:,�vEUNc ;�OF CALF='PROFERIY_ LINE. DATE: �� "�7 _..::.__.....:::. :sues------- oitaF7►NG: JOB NO. 14090 NOTES & LEGEND 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.C.B. STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3 CURVE TABLE _ © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 CURVE DELTA RADIUS TANGENT LENGTH Q PAVE WITH 0.30' AC OVER 0.40' AB. rte, Cl 89'33'59" 30.00' 29.77 46.90' z DELMARTER & DEIFEL C2 90'00'00" 30.00' 30.00' 47.12' C3 00'21'29" 1500.00' 4.69' 9.37' NU/CONSTRUCT WHEELCHAIR RAMP PEP, CAL TRANS RSP A88A o C4 90'26'01" 30.00' 1 30.23 1 47.35' • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT z f- C5 89'52'45" 30.00' 29.94' 47.06' PER C.O.B. STD. S-29 SB ,Ln C6 03'13'29" 1500.00' 42.22' 84.42' C -4C7 01'27'27" 30.00' 25.83' 42.65' + INSTALL STREET SIGN PER C.O.B. STD. S--40 (ki=METRO) CONSTRUCT AC DIKE o+ v z W m w INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 J ~ i o 00 o M m PROPOSED SEWER UNE I Z cO (6 M PROPOSED SEWER MANHOLE M cD I � m FASB I oo I ,� of GRADE 1' DEEP TEMPORARY SUMP = SD = PROPOSED STORM DRAIN 11 �I 0 0 o M I BOTTOM 356.33 0 PROPOSED STORM DRAIN MANHOLE n M U I PP 0 + 0 + o o PIP 0 lb N 0� io 20' ADDITIONAL DEDICATION INSTALL W1-7 WITH T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED 5� F' yh� FQ GRADE TO DRAIN j 7 BY SEPARATE INSTRUMENT OM1 -3 MARKER C7 -I R1-1 EDGE OF PAVING h� yS INSTALL Wt -7 WITH 6__ - - _- �_ �. --PP-&--GUY- - - -- _T P a.e _._ -_ E_. s_ _. -- - I 5x22 __ _-�Wy–1—_ -_ _ _z �y� �Q EAST BERKSHIRE ROAD OM1 -3 MARKER 0+00 3 o CONSTRUCT AC DIKE C6 2+15.00 - -- _ _, . _ 4+98.44 ; I 6+62.77 M 8+55.00 13+48.69 M EP c~ 1+00 2+00 3+00 —i -- -- -- — 5 00 6+00 0 7+00+ 8+00 9+00 10+00 11+00 12+00 N89 54'30"E 13+00 0 + 14+00 o - -- - - Q o I rcoi ---7—DETAIL 22 � o+ I uj PP & GUYS EXISTING POWER POLE—moo PP C3 o PP O DETAIL 22oPP 0 C3 1O TO BE RELOCATED (TYP.) C4 - Cl 72980 8 #72979 C2 C2 C5 — a - I +M PAINT 12" LIMIT UNE USING THERMOPLASTIC M+ 1 I z I / PAINT PER CALTRANS STANDARD i. n I t I W1 -1A (10 MPH)_ SPECIFICATION 8010-21C-19 n toR1-1 CD 0000 j PAINT 12" LIMIT LINE USING THERMOPLASTIC —o R1-1 o o `�iS ' r C14 1181, 12' 20' 10' u') v(i ui f I PAINT PER CALTRANS STANDARD o 0 LJ FAQ z In M M 2 2 I 2 i E SPECIFICATION 8010-21C-19 M 1 2� 20' 1 M o f 2 I 2 Q 2 o W I F- Iww W mw W 1 2 3 �� 4 5 6 7 8 g 10 11m m L� I00 � oo O of af o �^ rn$ O w IR c~n Q I of O O 00) � O 00 —� W OD W I u7 m 00 M M M W cf) M M M + —� + I N I I I N Ld w M OZ co O_� NW N 1p m� n D m LL � ON N � A 0 D) 01 + n W + + + (D 0 OOO n n cq co ID 00 ���� SCALES �' I P HORIZ: 1"=.50 2+17.81 SOUTH - 31.91 LT VERT: 1' 4 -- 2' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 APPROXIMATE NATURAL GROUND 358 —� ® CENTER LINE _ 353 _ -0.274% \_ — 35I3 SOUTH GUTTER PROFILE 8459 0 853 356 q SOUTH GUTTER PROLE 0 m n Lo n m � iLO j U M M - to to 354 z "' "' z z Z to 354 Zt UU a g m m W m paJ m W - to Loaf Rto to o rn N W to 0 2 2 d co 00 1- N n n d d CD 0 x ao _ M M M M n n M M M c n n to Lo 352 O to 0352 Z co 0 0 0 co to loin IR O0 N m u� N <D co 00 O Om W) toO0) O> DN +U + + UU + + + u pe) W O N N co W m n OD 00 - W m "RECORD DRAWING" I HEREBY STATE THAT THIS DRAWING CONTAINS ALL CP n NGES APPROVED PRIOR f0 THIS DA I r QRoFESSION ��O S K. DFS <<^ tic 00, BY�. d w Na 17584 m EV. 6/30/07 R.C.E. DATE /::2,-.5.r 1 TRACT NO. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLANS & PROFILES SHEET 13 ANi.TAT10N: _,. DRAWN BY : J.F.K.2 DATE 6-19-06 CI VI L `°:�::. OF 14— STRUciURAI DELMARTER & DEIFEL ENGINEERS aoxa�rlaas. EAST BERKSHIRE ROAD DELMARTER & DEIFEL 2901 H ST.BY: lll<j�"�f�/i,.� � � PHONE 327-11486 EAC 327-14523301 JAMES K. DELMARTER -�:= N :SURVEYORS R. C. 17564 EXPIRES: 6-30-2007 -- to:-iNc :PROPERTY. LINE DATE: =oRaFnNc- JOB NO. 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 © PAVE WITH 0.30' AC OVER 0.40' AB. DELMARTER & DEIFEL ��1-►' 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) B INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 -- - - --- panpnccn gr7w Z IMP CURVE TABLE CURVE DELTA I RADIUS ITANGENTI LENGTH C1 1 90'00'00" 1 30.00' 1 30.00' 47.12' PROPOSED SEWER MANHOLE = SD = PROPOSED STORM DRAIN O PROPOSED STORM DRAIN MANHOLE T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED W1 -6R WITH OM1 -3 ON BARRICADE _ EXISTING POWER POLE TO BE RELOCATED (TYP.) INSTALL MARKER WITH EXISTING POWER POLE TO BE RELOCATED (TYP.) EAST BERKSHIRE ROAD 12+00 13+00 13+48.69 0 4. 14+00 15+00 N89'54'30"E 16+00 17+00 18+00 19+00 20+00 20+33.92 c _® S� .._ _—� ___. _ __-_ _._ _ _ -. _ - _ INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER PP DETAIL 22 DETAIL 22� w 0 10 0 C1 Cl #72978 8 #72977 j TYPE III BARRICADE PER CALTRANS STD. PLAN A73C I j 4 1 R1-1 -- PAINT 12" LIMIT LINE USING THERMOPLASTIC 1 20 20' 1 PAINT PER CALTRANS STANDARD i SPECIFICATION 8010-21C-19 o Q o TRACT BOUNDARY toLo co M 12 13 14 15 16 17 18 19 20 21 M 10 11 U O w w V) m J W O 0) I__I__I U (D W t0 00 in Go Z !V 0) W N Q M M t7 + O N S C ALES H0RIZ: 1"=50' VERT: 1"= 2' 12 13 14 15 16 17 18 19 20 21 358 APPROXIMATE NATURAL GROUND ® CENTER LINE - - C/L PROFILE - 356 -- —-"- - 3`i6 0.200% -0.200% -------------- 0.5009, 0_500% -e- SOUTH GUTTER PROFILE O p - - - - N - 354 � M 354 U M to M U N Z m 2 Z W O Of coU ou D co m W 0] m W 352 _ M _ 352 r - - M _ M + O N G "RECORD N0. 0520 PHASES 1&2 ARD ®RAWI " EXHIBIT "A" - STREET PLANS & P I HEREBY STAT NG PROFILES _ CONTAINS ALL CN THAT THIS DRAWING SHEET 14 GES APPROVED :Tnnarc:_" PRIOR. �O THIS DA fE DRAWN 8Y J.F.K.2 DATE 6-19-06 — oegpFESS/ONS! CIVIL HDU �-_-_.__ OF 14 F �. DE( I �Q co, � Fy ENGINEERS a6a�rc _ - 8Y. �� � m DELMARTER & DEIFEL La NcEAST BERKSHIRE ROAD DELMARTER &DEIFEL Exp. 81/30/07 A /, 2901 H ST. #3 BAKERSFIELD. CA. 93301 BY: / ` �" ,`�� PHONE 327-1486 FAX 327-1452 f JAMES K. DELMARTER L p�� PLANNING �� CIVIL �` R. C. 17564 EXPIRES: 6-30-2007 p_N SURVEYORS lF OF CAI�F'PRQPERTY_LJNE -�� DATE: §leavis�Qhi_ -oRA..---i-- J08 NO. 14090 F (+ 1 18' 12' 20' 1 ' 103 104 20 — 105 106 107 108 3+00 4+00 109 110 111 DELMARTER & DEIFEL 2 CURVE TABLE I 100 W DELTA RADIUS TANGENT LENGTH Ld 90'04'32" 20.00' 20.03' 31.44' C2 89'55'28" 20.00' 19.97' 31.39' C3 45'52'37" V l W In C4 135'52'37" 1 W = M 99.60' O U z STD. S-1 WITH 4.5' WADE COMBINATION TYPE SIDEWALK + En M PER C.O.B. STD. S-3 0 W PROPOSED SEWER UNE Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 o 101 102 PROPOSED SEWER MANHOLE Q PAVE WITH 0.20' AC OVER 0.40' AB. 2 a 18' 1 20' 10' + 0 + 112' 0 ff72971 I { 04 + I l C1 . ....Oofi... �... ..... .... ... .....�- -............. .... .. ..... .. ..... ...- ...,. .- ._ ... .....-.... ... .--... .. -. ..... .. ...- ... .. ... O N + INSTALL STREET SIGN PER C.O.B. STD. S-40 00 1+00 0Oi M 1 Q 5~ C 1 2 :M N (+ 1 18' 12' 20' 1 ' 103 104 20 — 105 106 107 108 3+00 4+00 109 110 111 DELMARTER & DEIFEL 2 113 114 115 W tY O co Q 00 to r (, in N U S z W z JLa w 0_ V) W m (f) 116 o N v o 29 ID O+f O J1 20' '20' 1 r tr + C2 © C1 kilt-IL.UJL L) t-\ I Ur\I VL - (D Q5+�00 N89'54'30nE_ — — 7+00 — — 88+0 — 9+00+6 i 00 CURVE TABLE I 100 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" 1 42.00' 1 103.63' 1 99.60' 113 114 115 W tY O co Q 00 to r (, in N U S z W z JLa w 0_ V) W m (f) 116 o N v o 29 ID O+f O J1 20' '20' 1 r tr + C2 © C1 kilt-IL.UJL L) t-\ I Ur\I VL - (D Q5+�00 N89'54'30nE_ — — 7+00 — — 88+0 — 9+00+6 i 00 6 95 94 93 92 3 u 91 90 89 88 C, 7 C1 C� X'2968 1 20 C20' i co 87 86 85N N 40 m M M z z w M 0 �Lo 0 N+ + o m 8 9 10 ri O M � z t17 M U 2 a. a m 30 31 N + 3Z N r f 34 C4 ooni N C3 11 - 12+00 12+31.00 +31 #72967 ---_ _...-13• 00 C3 N C4 35 0 39 38 37 36 M z to M mz N a N r rn M O 11 12 13 POC - 353.36 SCALES HORIG: I _- 0' VERT: 1" - 2' I I 100 i I t _ I R/W � i I _ 2 a a p a NOTES & LEGEND W N t0 OF 1, \I N . a + N 0 1D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. 01 a, O INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 STD. S-1 WITH 4.5' WADE COMBINATION TYPE SIDEWALK + 6 95 94 93 92 3 u 91 90 89 88 C, 7 C1 C� X'2968 1 20 C20' i co 87 86 85N N 40 m M M z z w M 0 �Lo 0 N+ + o m 8 9 10 ri O M � z t17 M U 2 a. a m 30 31 N + 3Z N r f 34 C4 ooni N C3 11 - 12+00 12+31.00 +31 #72967 ---_ _...-13• 00 C3 N C4 35 0 39 38 37 36 M z to M mz N a N r rn M O 11 12 13 POC - 353.36 SCALES HORIG: I _- 0' VERT: 1" - 2' te M w 100 99 98 97 t _ M � z U z _ 2 a a p a NOTES & LEGEND W N t0 OF 1, \I N . a + N 0 1D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. 01 a, O INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 STD. S-1 WITH 4.5' WADE COMBINATION TYPE SIDEWALK + N M M PER C.O.B. STD. S-3 0 ____ r,._�. PROPOSED SEWER UNE ® CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 z � ,� PROPOSED SEWER MANHOLE Q PAVE WITH 0.20' AC OVER 0.40' AB. 2 a = SD = PROPOSED STORM DRAIN �`1-►' CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A kc) 0 PROPOSED STORM DRAIN MANHOLE • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT 04 T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED .,- - - PER C.O.B. STD. S-29 . ....Oofi... �... ..... .... ... .....�- -............. .... .. ..... .. ..... ...- ...,. .- ._ ... .....-.... ... .--... .. -. ..... .. ...- ... .. ... O .... ..... ... -.- .. _ - .. ... .. - ... .... . .. N + INSTALL STREET SIGN PER C.O.B. STD. S-40 + 0Oi M 0 - +s W (7) 1 2 6 95 94 93 92 3 u 91 90 89 88 C, 7 C1 C� X'2968 1 20 C20' i co 87 86 85N N 40 m M M z z w M 0 �Lo 0 N+ + o m 8 9 10 ri O M � z t17 M U 2 a. a m 30 31 N + 3Z N r f 34 C4 ooni N C3 11 - 12+00 12+31.00 +31 #72967 ---_ _...-13• 00 C3 N C4 35 0 39 38 37 36 M z to M mz N a N r rn M O 11 12 13 POC - 353.36 SCALES HORIG: I _- 0' VERT: 1" - 2' TRACT NO. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLANS PROFILES v?,o ESS/ pN te M Q0 M 14 O M t _ 353 � z U z _ z ly a a p a JAMES K. DELMARTER U m p> rrj - N t0 OF 1, \I N . a + N 0 35 4 TRACT NO. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLANS PROFILES v?,o ESS/ pN DRAWN BY J.F.K.2 DATE : 6-19-06 14 ENGINEERS ......_.: nar,--: == 11F�s LMARTER & DEIFEL w No. 17584 m Exp. 6/30/07 352 BY: * * JAMES K. DELMARTER TH GUTTER PROFILE R.C.E : i564 EXPIRES: 6-30-2007 OF 1, \I DATE:" 1409 _...352 Lo M N M M M�'1 M M to o � z � z O Um O z w W 2 2 a 2 dW -. MZ...,. kc) cV b N MM m 04 C-4 .,- - - -. .... . ..... .. ... .......... ..... . ....Oofi... �... ..... .... ... .....�- -............. .... .. ..... .. ..... ...- ...,. .- ._ ... .....-.... ... .--... .. -. ..... .. ...- ... .. ... O .... ..... ... -.- .. _ - .. ... .. - ... .... . .. N + + 0Oi M - +s W (7) m :M _ TRACT NO. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLANS PROFILES v?,o ESS/ pN DRAWN BY J.F.K.2 DATE : 6-19-06 14 ENGINEERS ......_.: nar,--: == 11F�s LMARTER & DEIFEL w No. 17584 m Exp. 6/30/07 /J .T. BY: * * JAMES K. DELMARTER CIVIW �`p lF � R.C.E : i564 EXPIRES: 6-30-2007 OF 1, \I DATE:" 1409 sur! rnn..SHEET 11_ CIHirAiiUcs _: C1' 14 ENGINEERS ......_.: nar,--: == VANCLUSE BAY DRIVE DELMARTER -IFEL 2901 H ST. j3 BAKERSFIELD, CA. 9 PHONE 327-1488 FAS 327-1452 gr»+Nc SURVEYORS _MND LEV.- PROPETr uric; �suHsloy. oRi►nrvc JOB N0. 1409 000� Leri W ry I-- r, OR W M R f/ Ld N u� > M � t DELMARTER 8 DEIFEL Z 0 U Q w no o z O 04 w M (> uj In im = M W M z uzi 2 2 Ld N 2 j n > 41 42 43 44 45 46 M Q o 69 70 72 73 74 75 76 77 78 79 80 81 82 83 84 Q q o TRACT BOUNDARY o - C 0 04 + N co U + + �. + j (72962 1 20' i20' 1 (18' 12' 20' o j { ! I i { rn { i 1 TEMPORARY `C9 TURN -AROUND SD PAVED W/ A `p OVER NATIVE" C8 r ' # s.- iQ 13+73.45 C7 '' 2 11 C3 Q C7 0+00 N 1+00 o DARLING POINT DRIVE 1D 1- — X00 — — 0 — —4+00 — 5 — — 0 — — 8+0-� 0 — 9 foo s+ 10 00 — O 11+00 — — 12+00 12+21.00 �}-� 0 D cs N89'S4'30"E s 1 3 0 0 C4 CD 0 © C5` N O -d C2 0 0 I C2 1 1 /icv I i INSTALL W-31 (CA) SIGN WITH OA14-3 MARKER AT PH/,SE + CURVE TABLE t i j j t 64 —S-- C _ SD = 0 T 3 CURVE DELTA RADIUS TANGENT LENGTH Cl 90'04'32" 20.00' 20.03' 31.44' C2 89'5528" 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' 1 16.39' 30.86' R f/ Ld N u� > M � t DELMARTER 8 DEIFEL Z 0 U Q w no o z O 04 w M (> uj In im = M W M z uzi 2 2 Ld N 2 j n > 41 42 43 44 45 46 M Q o 69 70 72 73 74 75 76 77 78 79 80 81 82 83 84 Q q o TRACT BOUNDARY o - C 0 04 + N co U + + �. + j (72962 1 20' i20' 1 (18' 12' 20' o j { ! I i { rn { i 1 TEMPORARY `C9 TURN -AROUND SD PAVED W/ A `p OVER NATIVE" C8 r ' # s.- iQ 13+73.45 C7 '' 2 11 C3 Q C7 0+00 N 1+00 o DARLING POINT DRIVE 1D 1- — X00 — — 0 — —4+00 — 5 — — 0 — — 8+0-� 0 — 9 foo s+ 10 00 — O 11+00 — — 12+00 12+21.00 �}-� 0 D cs N89'S4'30"E s 1 3 0 0 C4 CD 0 © C5` N O -d C2 0 0 I C2 1 1 /icv I i INSTALL W-31 (CA) SIGN WITH OA14-3 MARKER AT PH/,SE + ao re) M w o; o+ t i j j t 64 —S-- C _ SD = 0 T 3 R%W 59 58 6 ! j ! "'ate BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CCfdSTRUCTED AT SAME TIME. REMOVE AND SAL'✓AGE SIGN WIT SD 1 i (( i CONSTRUCTION OF ADJACENT PHASE. 53 N M to Z m � w N j18' 12' r i 20' 1!1 50 49 N M m O o + 12 ii t Z OU p w N to n + •- SCALES H 0 I'i I Z VERT: i #72975 1 w 1 20' :20' 1 i04 _-- 5 0' 2' 0 ao re) M w o; o+ 68 67 66 65 NOTES & LEGEND Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1 MATH 4.5' WADE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3 © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 Q 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.O.B. STD. S-40 1 2 64 —S-- C _ SD = 0 T 3 63 62 61 60 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 PROPOSED SEWER UNEpo PROPOSED SEWER MANHOLE PROPOSED STORM DRAIN PROPOSED STORM DRAIN MANHOLE TYPICAL TRAFFIC CONTROL SIGN AS INDICATED 4 5 59 58 6 57 56 55 7 8 54 53 N M to Z m � w N � M U w to + 10 52 51 11 50 49 N M m O o + 12 48 47 13 t Z OU p w N to n + •- SCALES H 0 I'i I Z VERT: 1_ " __ ]_'):--:--50' 1" ___ _-- 5 0' 2' _358._ _.. . . .... _ .... Lo 0 o_ t M M to M cq M j t 2 j OLoZ U 356. - : � V 0) 0 U U Z M 2 .�. 0 _ _ _... _ _ _... _ _ _ ...... _ .. _ ..... _ _ _ _ _ _ O M . _ _M o _ o 0 �. _ 35(: _ o m N 2 w 2 � mo N n I m o APPROXIMATE NATURA ROUND O CENTER LINE 0 w m o c+vro 354 _ �_o.sooz _... ------- _ .. _.........__. ........_ _ _ .... _ ......... _. -- ----- _ _._ _ .... _ ------------ a. 35: 1 352........... NORTH GUTTER N�2 PRO 0.200% ....._. .. ...... _..._. ...... _.. _ _ _ _ _ ._ _ _ _. _ _ _ _ _ -o.s _ _ So0�_ _ _ _ _. 35�_ moo_ NORTH GUTTER PROFILE _.. _ ._ { 0 m 358 _ . _........ ._ .. _ .__. _ N M 358 _. _ . .. _ _. _ _ _ _ _ ..__ _ 0 p 0 t to M :. - - : : N M � M M (� Z o Z j 2 j U 356 to w m w m w tc) 1 1.al 35E Ix m M o APPROXIMATE NATURAL GROUND � 04 2 2 m o + o N c i n to O CENTER UNE _— -- — — -- — 354. — 354 352 S GUTTER SOUTH GU PROFILE o. 200% — --o a0_=o 0�5 ._ _ _ _ _ _ __. _ .__ 35` _ . _ TH SOU GUTTER PROFI _ _ :... J - _ _... ....... ............ _... .. ....... ... _ .. ... . N_l TRACT NO. 6520 PHASES 1&2 - EXHIBIT "A" — STREET °LAN PROFILES o ESS/pq, DRAWN BY J.F.K.2 DATE 6-19-06 ' a SH _ ET a,►TanoN Hir ulucs-; ::: C)= 1 o — rVtttt �ENGINEER::_=_, 14 ELMARTER & DEIFELNa 17584 DARLING POINT DRIti'- DELMARTER EfEI-. rn Exp. 8/30/07 a BY: 2901 H ST. ;3 BAKERSFICD. C 3301 * * JAMES K. DELMARTER PHONE 327-14W FAX 327-14 SURVEYOR ! CIyt1 0�� R.C. 1,564 EXPIRES: 6-30-2007 _:;_two-vEuc pF C DATE:-'a� :P__.00RoiTY_ -= JOB NO. 1 0 .. u /�� -- , d- ✓� ._:� L.) i�.. ' L7-*~�� ' �� � ...� � .r- ;�� _. 72 1+27.29 POC - 351.76 71 -�_ !.7y. i 73 a z a M V aD w Li Z Lu Qh w w 2 O V) N (n r - W M Z U) z LLQ U If Lo O + LL - M 1 20 120' i t / C2 K/w + _ C3 i 2+00.00 C1 0 3+ ©I x--- BONDI BEACH 3+00 COUR #72946 - -1 Q 0 C1 C2 I R/W 7 7 N 40 t0 M !.j +N N N N C5 00 C4 - + 2+ 0 3+00 00 1+25.52 POC - 351.61 #72948 © C6 _�' CURVE TABLE C9 O CURVE DELTA RADIUS ITANGENT LENGTH C1 47'09'23" 33.00' 14.40 27.16' C2 137'0923 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 6210'55" 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' 7 7 N 40 t0 M !.j +N N N N C5 00 C4 - + 2+ 0 3+00 00 1+25.52 POC - 351.61 #72948 © C6 _�' C9 O i cn i M 70 z 69 68 Z >7 � Z a W rn m o M SUMP z + + E SEWER & a N ST AIN PLANS N O Oi N N I- LLI LLJ cr- C4~^ cq W) v / W z M z_ z U w m cn w 75 74 cb Q 82 wi 12 N + + to 11 20' 20'1 I I SDI + + C7 C8 1 0 O N ).91 4+83.91 5+00 0 C3 N + I, W N MZ O d 0 WZfl) tO U z olr�i n W �rj �k� j / 1 -i1 ji N U Kom N m m Q n P m 1n W 'A N 0m m d N �l r+iozPn n Z O m la. � W Z O N tOZZM wi P- 2')�L-o W U Q m m to W (O=T a0 *- U m 0o 0, 1-M MMU 2 w 67 DELMARTER L DEIFEL 83 84 85 FORT DENISON AVENUE O 6+00 ' 6+20.91 7+00 - - C3C3 2944 + I 1 ,' o 1 20 20' 1 \ 58 F- n W Lii z Ld W q o n m wZM _ C> I r 0!t ON 0 M LO + }- 2 ri lkr- " z <(m m OW W UQ W O m to N O M = in W t0 0fFn (n c+o + < LLI Q -I- 8+00 57 NOTES & LEGEND 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. O INSTALL 100 WATT STREET LIGHT PEF C.O.B. STD. `.3 - 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 0 PROPOSED STORM DRAIN M OLE -J PER C.O.B. STD. S-29 _J T TYPICAL TRAFFIC CO L SIGN AS INDICATED -- + INSTALL STREET SIGN PER C.O.B. STD. S-40 t[) Ld M (�� U uj LJ,.) ui ~ m F� (n m 87 88 89 90 91 92 93 94 U) T `� + 1 I r _ FU- f a /W I ED -T- A- C7 - C7 O c 2 8+90.91;19, 00 © 1010-+000 N89'54'30"E 11 0'J 11+56.91 12+OC 12+89.91 c p 2943O _ O C C3 SD - C3 ¥72940_--___ -�- I R/W -�- 18' +18' 50 49 ` 1t8 78' M 42 ul (� M z kc) fr z U 00 W 2 M M U m U w o f u? O w rul C) cli 06� 06 U)_�M + + z + °D Q rn \� m V Q w n h U< m m � n W t0 2 N 1A.- W V) (6:1: W LJ I VW] W + 4 :t V)-1 O c1r) cj:� O 1 2 3 4 1 2 3 � 4 5 6/ 7 8 9 358 WEST GUTTER PROFILE° °- - NORTH GUTTER PROFILE -----__ 358 - OMN - ZOtri ntmA MN) i0 : M M - W Z M I - �Nd' N O 356 r ,�.. _........... .. M M,. _.._.�....._...._ ... _....._�_ ..... M _...M ..... .. ......... .__....... .._. _... .._. .. .... ...- _. iCl M _.. _.. _ M z 2 2 2 2 2 z Pei Z 00 co Z UO lUL' 0- U w V m U a U a w W JZO �< C".0 m. W m a_ ;� Q � 1n C9 N W) cb Of O t7C14 2 ul co m �_ co M ►� Obi 2 2 O O P, N � N do 0 m 0 � N + M N 0 V m H M +Q M d N � N 354 + _ . _ _ . , . _ .......... + ... . _ ... 04. . + _:. N .. + _ ........... _ . .in . .... _ w . _ _ + _ _ ... _ .... _ _ . ... N. + .N - ... _ _ _ ... M U 2. - + U + _. � w m _ APPROXIMATE NATURAL GROUNQ . - _ ... _ ......... m .. - 352 APPROXIMATE NATURAL GROUND NTER LINE A CENTER UNE -- - -0.200% -0 -0.250X 0 200%e-0� 5�' 0 5005.-e---- 00% SC ALES HORIZ: 1"-'_0' VE RT: 1: - 2' 10 11 12 35n.- 3 5; 58.. 35; TRACT NO. 0520 PHASES 1&2 EXHIBIT "A" - STREET PLANS QR FESS�p4, DRAWN BY : J.F.K.2 DATE 6-19-06 S ll. DF( / F ;DELMARTER & DEIFEL NO. 84 m ,75� J 30 * JAMES K. DELMARTER CIVIC Fa��\� R6:E.: 17564 EXPIRES: 6-30-2007 OF CAIS DATE: = I ROFILES or '000CIVIL au cs '1F 14 BONDI BEACH COUF� T -u ENGINEERS ..:_...:..>:_ FORT DENISON AVENUE DELMARTER EL 2901 H ST. #3 BAKERSFIELD, CA. 9 PHONE 327-1486 FAX 327-1452} _LAND: PiiUlMiyc: SURVEYORS atdo iEVEuaG PR-OPEFiTY...LiNE: �SUBDiVISION --off^ rNc J0E-3 NC'. 14090 WEST GUTTER PROFILE° °- - NORTH GUTTER PROFILE -----__ 358 \ LL Z 0 ZO_N ZQZMm - ZON ZM ZOif) Z'* zed Z o1 'r r �ZZ� M _... . ...._..... M M M ..... � M � r � Mo M 0 r'356 r �M 35_. �e z j Z cq C42 m r7� 2 2 c`iQ 2 2 0 - m' - U U Ua, U \� m V M_ N: U \tn m U c0 U\ m O co �Z 0 c�D iO M - (L 0- W m - (L - - 0. W UQ m a) - M: iA WUQ - m W UQ :m C4 � W - Ucnmm W h O N frj - O� aD Of O O K) N �) O n O m m� c.. m Of z 1 co11) C) - O!Of M M m m� M 11) p� co m 04 - cD 0) M M W . w ri n O 2 ui 0i N 0 U h N a0 7 U tq 0 Z 2 0 rry U u7 N 2 2 aV m= a0 ? z d 354 N - + N + + + U N + N + ^ + MM +< + 0_' U : w U a0 O)�-M ++a - ao + � U - U c0 t0hM + +a .1A + LL' 0: U N U17+ T h +a tC m 0 W ..._. .... _ ._. ..: ..... ....� .-.. _.,.. __.._......... .:.........._..N. ..:.N..._._..... ._......-..-_-..........._...M APPROXIMATE NATURAL GROUND ........_w... .... _ ......, ..-._....r-....... ._.._._....-. _ -_ ..... ......N....'_. ..-.-,N.......-N).U.2.!`.). - - -.W..: m..... ...,. .In n0. Z._.. .. .. .- .. .. __ ..... ......m ...- w ... m ... - cD . cocD U i . AP RAL GROUND....:aa PROXIMATE NATURAL _ � . m + rn �. � .2 � U . - _ . w. U �- _. m .- W rn -�- 35 ®CENTER UNE - �® CENTER UNE - - 352 . ............... _ _ _ _. _ _ _ _ _ _ _ _ _ _ _ g.5oa% �, _.._ o. s00%. 35, -a20o 0. 500% 0.5 _ 00q 0.200% 0.200% 0.500%� e- 0.5009, -0 rrw,- -0.250X ann% _ _ -n Fn-- 0.200% --0.20C% -- TRACT NO. 0520 PHASES 1&2 EXHIBIT "A" - STREET PLANS QR FESS�p4, DRAWN BY : J.F.K.2 DATE 6-19-06 S ll. DF( / F ;DELMARTER & DEIFEL NO. 84 m ,75� J 30 * JAMES K. DELMARTER CIVIC Fa��\� R6:E.: 17564 EXPIRES: 6-30-2007 OF CAIS DATE: = I ROFILES or '000CIVIL au cs '1F 14 BONDI BEACH COUF� T -u ENGINEERS ..:_...:..>:_ FORT DENISON AVENUE DELMARTER EL 2901 H ST. #3 BAKERSFIELD, CA. 9 PHONE 327-1486 FAX 327-1452} _LAND: PiiUlMiyc: SURVEYORS atdo iEVEuaG PR-OPEFiTY...LiNE: �SUBDiVISION --off^ rNc J0E-3 NC'. 14090 NDKES & LEGEND 0 CONS 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. S S-3 Q PAVE WITH 0.20' AC R 0.40' AB. CONSTRUCT WHEELCHAIR R R CAL TRANS RSP A138A CONSTRUCT STD. SURVEY MONUME CASEMENT PER C.O.B. STD. S-29 -i- INSTALL STREET SIGN PER C.O.B. STD. S -4o 92 93 b V 11+00 11+56 91 © 12+00 f Cl i• cr; i i 8' X18' z0* I-_ WZM,f� �. 0) a. i O N to in M M Ni0 z Z <Z O a U V1 m m w cOmC4 t0 . Ol Q W +HM� m (n ol + w r W w 0 O 11 12 n INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 --- :S ---- PROPOSED SEWER LINE PROPOSED SEWER MANHOLE = SD = PROPOSED STORM DRAIN 0 PROPOSED STORM DRAIN MANHOLE T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED CURVE TABLE DELNARTER & DEIFEL - CURVE DELTA RADIUS TANGENT LENGTH J 90'00'00" 20.00' 20.00' 31.42' h = 20.00' h 31.39' C3 90'04'32" 20.00' 20.03' 31.44' C4 44`24'55" M V) W M 268'49'50" 40.00' -- 187.68' C6 44'24'55" 35.00' 14.29' a m W w N w -- 98.53' co N o n M O W 5z - 35z - 94 °' �_ _o.. . __ WZMc� CL 28 29 N Z APPROXIMATE APPROXIMATE NATURAL GROUND + 01 356 L w w_ ® CENTER UNE I r 1 18' 18' aw I N N SD I -I- _. Ow W C2 C31 nj ML m 7 U) MLo Z Z 12+89.91 13+14+00 m 2 Oa.. 1 0 U 1 ! 472940 =SO_ n 63 a°io 0 64 65 66 67 SD = CAL, o V : \Zp0 OQmm 0 Cl I Cl U\ZO - + U U - a M u> W vQmm N 1 20' v m wUQm \ k 42 O m 41 1 0'1 20' o _ Oi _ OmN 4f Z�n M 0+50.00 1 C14 © o 00 NOO'05'30"W O3+00 N Cl a- n m > cn 2945 I— OI— O D M li _ cv to 2 Z co of = •- Mp Z O N D A WE S POINT STREET N p I 354 +v. z ±.. C7 C6 U + c1l Zo OCAM m v aM `i ^ o< in a . ._. _ .-.. _.. ..... ...._.... .._�. ._.......I....m..._._-. w Go M m _.... _. .. .... .... #72944 ...._�..-R.2.2.- .__..... .. _ ... ._ .. ....,...._....... .. .. - _.. ... .._.__. ......-. - .. +F + M U 2 r ry U 1 20' Q 62 C N 61 60 59 58 = w APPROXIMATE NATURAL GROUND ®CENTER UNE � APPROXIM NATURAL GROUND CENTER UN M Z w _ M W U a CL Z W Z m —I w --- ---- ---- cc CD 00 0 N cn + + 1-i � — pi O _ - 5 13 ME 30 31 FORT DENISON AVENUE 15+00 N89'54'30"E 16+00 Z��' cozoLL, Z A M O I N Inrn� Z n� C) U O Of�m� + + F- M U Z 15 16 32 36 33 34 10 N 17+00 © 0 18+00 N 17 358 _ _ _ _ _.. .. .. ...... _ _ __ _ ...... In 35 —o.2oox `x•500 0.500% NORTH GUTTER PROFILE N N (11 L0 Z H N Z O U 0 Z W m + X., �. C4 \ 00 TEMPORARY TURN -AROUND 0-21.77 POC 352.42 PAVED W/ 2' AC C5 QO OVER NATIVE -_C4 rr N INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED Z AT SAME TIME. REMOVE AND SALVAGE SIGN WITH N CONSTRUCTION OF ADJACENT PHASE. O U 0 Z w to 4' u7 OD CURVE TABLE DELNARTER & DEIFEL - 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" 35.00' 14.29' 27.13' C7 1 4`24'55' 42.00' -- 98.53' 33 34 10 N 17+00 © 0 18+00 N 17 358 _ _ _ _ _.. .. .. ...... _ _ __ _ ...... In 35 —o.2oox `x•500 0.500% NORTH GUTTER PROFILE N N (11 L0 Z H N Z O U 0 Z W m + X., �. C4 \ 00 TEMPORARY TURN -AROUND 0-21.77 POC 352.42 PAVED W/ 2' AC C5 QO OVER NATIVE -_C4 rr N INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED Z AT SAME TIME. REMOVE AND SALVAGE SIGN WITH N CONSTRUCTION OF ADJACENT PHASE. O U 0 Z w to 4' u7 OD WEST GUTTER PROFILE -e 358 DELNARTER & DEIFEL - v W O Z _ dN- N c- _ �.. _ __ _ . _ _ . M .. _ __ ._ cV ._ ...... M 35' _ U 4 Z 0 a Z Z 0 a w Z V Lq biZ m Z !� _ '. N o n M O W 5z - 35z - _o.. . __ WZMc� CL Q WZA _ _ Z APPROXIMATE APPROXIMATE NATURAL GROUND N U 01 356 L w w_ ® CENTER UNE I r aw ,, N N _. Ow W WN M nj ML m 7 U) MLo Z Z M 2 W 0 m 2 Oa.. W U Z Z n 63 a°io 0 64 65 66 67 m ,,T 6 CAL, o V : \Zp0 OQmm 0 M U\ZO - + U U - a M u> W vQmm N 1 20' 20' 1 m wUQm , i Oa a w , O m _ _ tomto m o _ Oi _ OmN 4f M M 0+50.00 1 C14 © o 00 NOO'05'30"W O3+00 N Cl © 3+ cn 2945 I— — 1 - — _ — _ cv to 2 Z co of = •- ,f " O N D A WE S POINT STREET N p I 354 +v. z ±.. C7 C6 U + c1l 2i v aM `i ^ R/W a . ._. _ .-.. _.. ..... ...._.... .._�. ._.......I....m..._._-. / .�:. ... .. .. .... ..:. _.. _.... _. .. .... .... #72944 ...._�..-R.2.2.- .__..... .. _ ... ._ .. ....,...._....... .. .. - _.. ... .._.__. ......-. - .. - .. r O U 1 20' I20' 1 ' 62 C N 61 60 59 58 APPROXIMATE NATURAL GROUND ®CENTER UNE � APPROXIM NATURAL GROUND CENTER UN M Z Ln r7 M U a CL Z W Z m — --- ---- ---- cc CD 00 h cn + + 1-i � — pi O _ - O + M TEMPORARY TURN -AROUND EASEMENT PER FINAL MAP S C ALE S HO RIS : 1"= r)0' VERT: 19" 2' 0 1 2 3 4 WEST GUTTER PROFILE -e 358 v O Z _ dN- N c- _ �.. _ __ _ . _ _ . M .. _ __ ._ cV ._ ...... M 35' _ U 4 Z 0 a Z Z 0 a w Z V Lq omm zon m Z !� _ '. N o n M O W 5z - 35z - _o.. . __ WZMc� CL WZA _ _ Z APPROXIMATE APPROXIMATE NATURAL GROUND N U 01 356 O �. ® CENTER UNE WEST GUTTER PROFILE -e 358 O J N < z 07 to omm zon 0 Z Z 2o.� WZA� �- WZMc� CL WZA _ _ Z N - N U 01 356 O �. 0 1" � I r I w ,, N N _. Ow _ .,... .................... �,y .. .. _ _tea.. Z.. J MLo r7 di �h0 2 m m 2 M _O Z N 2 riO Z Z N �ZO m V : \Zp0 OQmm M U\ZO - Z U U - a M u> W vQmm N z M w m wUQm w Oa a w , O m _ _ tomto m _ Oi _ OmN 4f M M _ m�m� _ n W rn M m cn co V ,n a0 Z Z _ cv to 2 Z co of = •- ,f " n o rn O 354 +v. z ±.. U + M<M � 2i v aM `i ^ + a . ._. _ .-.. _.. ..... ...._.... .._�. ._.......I....m..._._-. .�:. ... .. .. .... ..:. _.. _.... _. .. .... .... ......W......m_... ...._�..-R.2.2.- .__..... .. _ ... ._ .. ....,...._....... .. .. - _.. ... .._.__. ......-. - .. - .. r O U — APPROXIMATE NATURAL GROUND ®CENTER UNE � APPROXIM NATURAL GROUND CENTER UN — --- ---- ---- _ 352 — — — - _ - TRACT N0. 6520 PHASES 1&2 EXHIBIT "A" — STREET PLAN ESSIONDRAWN BY : J.F.K.2 DATE : 6-19-06 Qgpf PELMARTER & DEIFEL Lu No. g��07 m * BY: c _ JAMES K. DELMARTER R.C. : 17564 EXPIRES: 6-30-2007 lF OF CAL\F�� 7 DATE: �'r� �` PROFILES 35=' 1 35,)' 35r . 35` 35`: SAtdITAAONi§�a:: -- i n uuuNs 7F 14 _ CI ieucluRA==__:__ — FORT DENISON AVENUE ENGINEERS uta_ DAWES POINT STREET DELMARTER 2901 H ST. j3 BAKERSF7_1D. PHONE 327-1486 Ft>: 327-1452 PLmSI;RVEYORS _c `arY-iiE VP9N oRnFnHc J013 NO. 14+ NSTES & LEGEND D W 1Q CONS T 6" TYPE "B" CURB AND GUTTER PER C.O.B. LJ N M z STD. S-1 4.5' WIDE COMBINATION TYPE SIDEWALK Q N a a PER C.O.B. S S-3 Z W W Q CONSTRUCT WADE C GUTTER PER C.O.B. STD. S-35 I, N M U) PAVE WITH 0.20' AC OVER AB. C4 0) �Q CONSTRUCT WHEELCHAIR RAMP L TRANS RSP A88A M It to 114'12'40" 1 CONSTRUCT STD. SURVEY MONUMENT EN NTtn tV 04 ' PER C.O.B. STD. S-29 t C4 = SD = PROPOSED STORM DRAIN 62'10'55" in + INSTALL STREET SIGN PER C.O.B. STD. S-40 a z T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED M eq U W 55056 54 1+27.29 POC 352.50 - - l�j w — (n z D W z Q LJ N M z 52 Q N a a L -- Z W W N m I, N M U) W W 10 O — (n z N rn M W z Q U N M z 52 O 57 q w0 2 51 a a rn M U �Oc2co 2+00.00 C1 Q — N00'05'30"W 3+00 00 #72942 HORSLEY PARK c1 C2 Q R/W 1 2 m 1 20' 20' C3 © I 3+ UR (72943 O N to 50 z U m �n i 20' '20' 11 1+27.29 POC - 352.13 45 w z w N Q zW aw W M r V)0) V) W M 000 — (Wn Z z MIr Lo w Go W m 47 N 48 49 O Lo N M 1 20' i i C2 C' R/W C3 2+00.00 Cl 3+00 #72941 � N00'05'30"W I _ ROSE BAY COURT O ' Cl C2 O R/W I C3 #72940 i 00 00 [ N M 42 M O M N M z 52 U W 2 51 a a rn 2 U N m I, N W 0 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31a C4 0) -- PROPOSED SEWER LINE M ^ It to 114'12'40" 1 42.00' N N ' PROPOSED SEWER MANHOLE N -- = SD = PROPOSED STORM DRAIN 62'10'55" 36.75' Q PROPOSED STORM DRAIN MANHOLE T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED 1 2 m 1 20' 20' C3 © I 3+ UR (72943 O N to 50 z U m �n i 20' '20' 11 1+27.29 POC - 352.13 45 w z w N Q zW aw W M r V)0) V) W M 000 — (Wn Z z MIr Lo w Go W m 47 N 48 49 O Lo N M 1 20' i i C2 C' R/W C3 2+00.00 Cl 3+00 #72941 � N00'05'30"W I _ ROSE BAY COURT O ' Cl C2 O R/W I C3 #72940 i 00 00 Oi (O 0'i. 0 M 42 M 44 M z 43 z 2 U W U m a a rn o M ao N m I, N M 20.00' N C4 1 13'32'10" 1 3 0 DELWTER & DEIFEL #72937 0-23.96 POC - 352.05 00 0 Mu) M zz U � rx U CL 'o In 37ai cR 00 36 40 r R/W.00000 E o 1 C4 0 0 C5 0+50.001+ 0 2+00 N00'05'30"W 3�— — O O MIDDLE ARBOUR DRIVE O �7 o i �C6 X72939 �0 n 1 h M tn M M 2 2 z C 0. a W m Lo rn of rn � + r M O TEMPORARY TURN -AROUND EASEMENT PER FINAL MAP N to M z 9 m M 0 1 2 3 w D z w Q M LA z W W O^ C / W I) O 20' i C3 ( ; C3 f 20' 3 S C ALL', S H0RIZ: 1 0' VERT: 1"= 2' ® CENTER LINE 0.2 -..352. – — — — — � 5. 2. _ _._.. %._ — ..0.200_ WEST GUTTER PROFILE -° WEST GUTTER PROFILE WEST GUTTER PROFILE _ 351 -0.500 -o j CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Cl 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 1 13'32'10" 1 30.00' 3.56' 7.09' CS 114'12'40" 1 42.00' -- 83.72' C6 141'30'25" 42.00' -- 103.73' C7 62'10'55" 36.75' 22.16' 1 39.88' 00 0 Mu) M zz U � rx U CL 'o In 37ai cR 00 36 40 r R/W.00000 E o 1 C4 0 0 C5 0+50.001+ 0 2+00 N00'05'30"W 3�— — O O MIDDLE ARBOUR DRIVE O �7 o i �C6 X72939 �0 n 1 h M tn M M 2 2 z C 0. a W m Lo rn of rn � + r M O TEMPORARY TURN -AROUND EASEMENT PER FINAL MAP N to M z 9 m M 0 1 2 3 w D z w Q M LA z W W O^ C / W I) O 20' i C3 ( ; C3 f 20' 3 S C ALL', S H0RIZ: 1 0' VERT: 1"= 2' ® CENTER LINE 0.2 -..352. – — — — — � 5. 2. _ _._.. %._ — ..0.200_ WEST GUTTER PROFILE -° WEST GUTTER PROFILE WEST GUTTER PROFILE _ 351 -0.500 -o j