Loading...
HomeMy WebLinkAbout1.1-7226 Rec DrawSTREET CONSTRUCTION PLANS ---:AC-- -NO. 7226 ID _'�LD CtTY OF '7�'A K E'11:_)\ S F I IF KEQIII�,N COUNTY CALtFO'n�DNtA ASPHALT 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 967., 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). R � A A B C C 2' 2' 2% 2% A B C 26' 8' 18' 30' 10' 20' 30' 12' 18' SEE PLANS FOR STREET DIMENSIONS STANDARD NOTES 1. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT -OF -WAY. 2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES EAST PANAMA LANE ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER PRIOR TO THE AGGREGATE BASE BEING INSTALLED. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FOR THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE: (805)326 -3049. 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 9. DELMARTER AND DEIFEL CIVIL ENGINEERING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DELMARTER AND DEIFEL ENGINEERING. 10. COMPACTION 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. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. NOTE: AGGREGATE BASE MATERIAL IN ARTERIAL AND COLLECTOR R ROADS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE "GREENBOOK ". AGGREGATE BASE MATERIAL IN LOCAL ROADS SHALL BE B EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK ". NOTE: ANY SOILS IN SUBGRADE WITH "R" VALUE LESS THAN SHOWN SHALL BE AUGMENTED TO RAISE "R" VALUE OR REMOVED AND REPLACED WITH MINIMUM SHOWN. PRIOR TO PLACING BASE, AN "R" VALUE REPORT SHOWING 2%' MINIMUMS ARE IN PLACE SHALL BE PROVIDED TO CITY ENGINEER. � 2% ATYPICAL TYPE "B" CURB AND GUTTER W/4.5' WIDE SIDEWALK T.I = 4.5 - MIN. "R" VALUE = 34 0.20' TYPE "B" ASPHALT CONCRETE 0.40' AGGREGATE BASE R = 78 MIN. 0.50' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY VARIES 45' MIN VARIES 34' MIN i 11' 7 Z d O Z sae a � Ex-b O HOSKING AVENUE VICINITY MAP N.T.S. Q C4 O Q O W Z O E- E- 0 U I� i w 1 z a1 Z 0 IZ � 1 0 1 V) ( ESTIMATED OUANTITIES EAST BERKSHIRE ROAD Y 1 1 2 1 3 4 1 5 6 1 7, 8 j 9 10 11 12 13 14 } 15 16 1 17 18 19 20 1 21 % jj y j w ' 1 �✓' 22 RUSHCUTTERS BAY DRIVE :2 1 W UNIT 1 UNIT z UNIT 3 TYPE "B" CURB & I 1 118 1 117 28 EAST BERKSHIRE ROAD --- 777777771 TRACT z 7226 i 128 1 I i 127 { 126 Q I 1 123 122 1 121 11201 119 UNIT 1 HOSKING AVENUE VICINITY MAP N.T.S. Q C4 O Q O W Z O E- E- 0 U I� i w 1 z a1 Z 0 IZ � 1 0 1 V) ( ESTIMATED OUANTITIES EAST BERKSHIRE ROAD Y 1 1 2 1 3 4 1 5 6 1 7, 8 j 9 10 11 12 13 14 } 15 16 1 17 18 19 20 1 21 % jj y j w ' 1 �✓' 22 RUSHCUTTERS BAY DRIVE :2 1 132 f 131 l 1301 UNIT 1 UNIT 2 UNIT 3 TYPE "B" CURB & I 1 118 1 117 28 27 i j 26 I 23 1 25 ( 24 ' LF 129 i 128 1 I i 127 { 126 I 1 125 i 124 I 1 123 122 1 121 11201 119 UNIT 1 15442 SF AC PAVING 2664 I 892 TON 999 TON AGGREGATE BASE S INUIT 1 UNIT 2 881 1 1011102103 i 10410511061107 CY I I 108 }109}110 , 11111121113111411151116 I 5 ! 6 29 30 31 I i 32 ; 33 / i , UNIT 2 I - -- STREET LIGHT 100 WATT 5 EA 5 EA 5 EA METRO STREET SIGN 5 EA .� 34 VANCLUSE BAY DRIVE STANDARD STREET SIGN 6 EA - - -v EA 1 1 w w TRAFFIC CONTROL 35 37 1 36UNITT \ 2 100 } } 99 98 97 96 95 194 93 92 91 190 89 88 87 i 7�5 40 39 38 UNIT 2 �, ; j o I UNR' 3 UNR 3 1 z > ¢ 69 ! 3 70 ? 71 72 1 73 } 74 I 75 76 77 } 78 79 I 80 81 82 { ; 83 ! 84 < I 41 42 1 43 1 44 1 45 I 46 i I s i I I w _J i 1 N Q DARLING POINT DRIVE i 1 68.67 66 � 65 164 ' 63 162 61 � 60 � 59 58 57 56 1 I 1 1 I 55 } 54 153 1 I , ' i I 47 , 48 I F52 51 50 i 49 i 1 UNff 3 1 I t . I 1 I i E i UNIT 3 KEY MAP INSTALL 48" CLASS I FLEXIBLE POST 1 I I DELINEATOR ® 10' C -C PER CALTRANS STANDARD PLAN A73C } 18" DEEP TEMP. SUMP 0 15 +00 N MARVIN STREET 16 +01. 0 0 1 N #7297 C3 R1 -1 M #72980 1 34' COLLECTOR STREET 1371 LF LOCAL STREET 1915 LF SHEET INDEX SHEET 1. TITLE 2. EAST BERKSHIRE ROAD (WEST) 3. EAST BERKSHIRE ROAD (EAST) 4. RUSHCUTTERS BAY DRIVE 5. VANCLUSE BAY DRIVE 6. DARLING POINT DRIVE 7. CASTLECRAG DRIVE MARTELLO WAY TYPICAL TYPE "B" CURB AND GUTTER W/5.5' WIDE SIDEWALK 8. MARVIN STREET 6.0 - MIN. "R" VALUE = 41 3 )' TYPE "B" ASPHALT CONCRETE""�""�"��� AGGREGATE BASE R = 78 MIN. NATURAL GROUND COMPACTED TO 95% MAX. DEL. DENSITY .'NIT LOCAL STREET SECTION EAST BERKSHIRE ROAD SECTION 1791 LF 1933 LF SUMP PROTECTION DETAIL WTA +MD O W V ry W M Q LLJ mwvtmt a �smc 1" = 200' 01, 2-1-2-1,57 PUBLIC WORKS (RECTOR: R.C.E. 61069 DATE REVIEWED BY ASST. PUBLIC WORKS DIRECTOR REVIEWED BY TRAFFIC ENGINEER l 43I4S ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. ROF ESS /OHq r•1 �F� eS K . D£( �9 ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR LU No. 17564 A DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND * * SUCH CORRECTIONS REFLE:_CTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. TF OF CAL�FO�,� /JAMES K. DELMARTER R.C.E. 17564 DATE CITY OF BAKERSFIELD STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: STD. N0. DESCRIPTION ST -1 CURB & GUTTER ST -3 SIDEWALK ST -4 RESIDENCE DRIVEWAY ST -9 THROUGH ST -11 STREET SPECIFICATIONS ST -13 SURVEY MONUMENT ST -14 STREET LIGHT T -1 STREET SIGN T -12 MINIMUM ACCESS DESIGN (DRIVEWAYS) T -19 MISC. SIGN DETAIL RSP A88A HANDICAP RAMP PER CAL -TRANS STANDARDS saaaft iiECORD A- * R Mummy C`' ,�-rC TW 8T THIS3 DROMAN AtN i,40ESt APP . / Zgwc -rMra r wr BENCH MARK USED TOP OF CAL TRANS BRASS CAP IN LAMPHOLE @ INTERSECTION OF UNION AVENUE & PANAMA LANE PER C.O.B. TR. 5809 ELEV. = 361.36 BENCH MARK SET TOP OF CAL TRANS BRASS CAP IN LAMPHOLE Q INTERSECTION OF UNION AVENUE & BERKSHIRE ROAD ELEV. = 358.17 SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM BENCH MARK SET CHISELED SQUARE TOP CURB W. SIDE UNION 200' SO. OF C/L BANNOCK STREET ELEV. = 356.33 SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM UNIT 1 UNIT 2 UNIT 3 TYPE "B" CURB & GUTTER 5405 LF 3447 LF 3576 LF SIDEWALK 22612 SF 14907 SF 15442 SF AC PAVING 2664 TON 892 TON 999 TON AGGREGATE BASE 2080 CY 881 CY 987 CY MONUMENT 8 EA 5 EA 6 EA STREET LIGHT 200 WATT 4 EA - -- - -- STREET LIGHT 100 WATT 5 EA 5 EA 5 EA METRO STREET SIGN 5 EA - -- - -- STANDARD STREET SIGN 6 EA 4 EA 4 EA TRAFFIC CONTROL SIGN 6 EA - -- 1 EA CROSS GUTTER 1028 SF 1183 SF - -- COLLECTOR STREET 1371 LF LOCAL STREET 1915 LF SHEET INDEX SHEET 1. TITLE 2. EAST BERKSHIRE ROAD (WEST) 3. EAST BERKSHIRE ROAD (EAST) 4. RUSHCUTTERS BAY DRIVE 5. VANCLUSE BAY DRIVE 6. DARLING POINT DRIVE 7. CASTLECRAG DRIVE MARTELLO WAY TYPICAL TYPE "B" CURB AND GUTTER W/5.5' WIDE SIDEWALK 8. MARVIN STREET 6.0 - MIN. "R" VALUE = 41 3 )' TYPE "B" ASPHALT CONCRETE""�""�"��� AGGREGATE BASE R = 78 MIN. NATURAL GROUND COMPACTED TO 95% MAX. DEL. DENSITY .'NIT LOCAL STREET SECTION EAST BERKSHIRE ROAD SECTION 1791 LF 1933 LF SUMP PROTECTION DETAIL WTA +MD O W V ry W M Q LLJ mwvtmt a �smc 1" = 200' 01, 2-1-2-1,57 PUBLIC WORKS (RECTOR: R.C.E. 61069 DATE REVIEWED BY ASST. PUBLIC WORKS DIRECTOR REVIEWED BY TRAFFIC ENGINEER l 43I4S ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. ROF ESS /OHq r•1 �F� eS K . D£( �9 ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR LU No. 17564 A DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND * * SUCH CORRECTIONS REFLE:_CTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. TF OF CAL�FO�,� /JAMES K. DELMARTER R.C.E. 17564 DATE CITY OF BAKERSFIELD STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: STD. N0. DESCRIPTION ST -1 CURB & GUTTER ST -3 SIDEWALK ST -4 RESIDENCE DRIVEWAY ST -9 THROUGH ST -11 STREET SPECIFICATIONS ST -13 SURVEY MONUMENT ST -14 STREET LIGHT T -1 STREET SIGN T -12 MINIMUM ACCESS DESIGN (DRIVEWAYS) T -19 MISC. SIGN DETAIL RSP A88A HANDICAP RAMP PER CAL -TRANS STANDARDS saaaft iiECORD A- * R Mummy C`' ,�-rC TW 8T THIS3 DROMAN AtN i,40ESt APP . / Zgwc -rMra r wr BENCH MARK USED TOP OF CAL TRANS BRASS CAP IN LAMPHOLE @ INTERSECTION OF UNION AVENUE & PANAMA LANE PER C.O.B. TR. 5809 ELEV. = 361.36 BENCH MARK SET TOP OF CAL TRANS BRASS CAP IN LAMPHOLE Q INTERSECTION OF UNION AVENUE & BERKSHIRE ROAD ELEV. = 358.17 SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM BENCH MARK SET CHISELED SQUARE TOP CURB W. SIDE UNION 200' SO. OF C/L BANNOCK STREET ELEV. = 356.33 SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM CONSTRUCT AC DIKE III n Lu < z W W Ln F Q X w 0 z 0 U EXISTING POWER POLE --7-,,, PP TO BE RELOCATED (TYP.) ° C4 PP &G tD rmi 1( I�C,fJ"t. Z U m F-- O to to M I O cV + to INSTALL WI -7 WITH MARKER romi-3 M+ 0 Cl 20' Ld w !� OD V J I W W z= \ W W N 0 N C3 CURVE PP ° (D TANGENT LENGTH Cl 89'33'59" 30.00' 29.77 46.90' C2 90'00'00" 30.00' 30.00' rn C3 00'21'29" 1500.00' 4.69' M C4 90'26'01" 30.00' 30.23 47.35' 2 8952'45" 30.00 29.94' 47.06' C6 03'13'29" 1500.00' 1 42.22' o= C7 01'27'27" 30.00' 1 25.83' 0 CD O co I�LI N Ot M z � 6 O� CD to N + o U U 2 F m w ..356 ....... H J J J LE . . ............ .. ._.. . ' .._......_ ....._..... I 0 p 0 M U m z co c6 cfl M f J S 9 co I t 1 M Go X53 d o 0 o oo 0.2009; N 0 oh 1 o PP + ° PP N C7 -i Ri -1 e�o h —EDGE OF PAVING Q N N PP &GUY 16 CONSTRUCT AC DIKE C6 2 +15.00 W3 -1 EP - - to M - C6 —j n to th n to - to to to - 7 ..... ......._ ................................. ............z...:.............. M ....._.. M -- -- -- .........._.........._....- DETAIL 22 ......:._..Z._.........:......- M - - - - -- .. ►`� PP & GUYS J C3 (�►j' C5 FIw PAINT 12" LIMIT LINE USING THERMOPLASTIC oI M PAINT PER CALTRANS STANDARD U j co SPECIFICATION 8010- 21C -19 W O ^ I ` to N N to to M to to Ld 07 A tMoZ 3 to w a_ U m Z Z O � W W w W O O : m J J H I fy 00 F M n r M tY of 0 0 O O . aU 0rl- 352 ..... ..... . ........ . . ... I tj c0 Op ... ... . .. . ... O U: .......... _ .. .. .... . . : ... . .... . .. ...._.. . . ........ . .... . ...- ... .. . �.. . . . . . . .. 1 1 . ....... N to II Z)� co m i I N do M t0 00 O 0 to O rn O U) to .. .. to O Oi .._. . . ....m .... ... . . . . fm0 Ri t� O+ + + N N °D N i` n I iO 2 2 to N - co t0 co OD O O _ O Ot O Qi I x w cV ^ O to m to �X, o! + j O : N N : : : : : : : : (DO w m : 00 OD : : : : : : 2 +17.81 SOUTH - 31.91 LT w to 1 2 3 4 EXISTING POWER POLE --7-,,, PP TO BE RELOCATED (TYP.) ° C4 PP &G tD rmi 1( I�C,fJ"t. Z U m F-- O to to M I O cV + to INSTALL WI -7 WITH MARKER romi-3 M+ 0 Cl 20' Ld w !� OD V J I W W z= \ W W N 0 N C3 CURVE PP ° (D TANGENT LENGTH Cl 89'33'59" CURVE TABLE CURVE I DELTA RADIUS TANGENT LENGTH Cl 89'33'59" 30.00' 29.77 46.90' C2 90'00'00" 30.00' 30.00' 47.12' C3 00'21'29" 1500.00' 4.69' 9.37' C4 90'26'01" 30.00' 30.23 47.35' C5 8952'45" 30.00 29.94' 47.06' C6 03'13'29" 1500.00' 1 42.22' 84.42' C7 01'27'27" 30.00' 1 25.83' 1 42.65' 1m S -- I DETAIL 22 EAST BERKSHIRE ROAD ^ NOTES & LEGEND 10 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 © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S -35 Q3 PAVE WITH 0.30' AC OVER 0.40' AB. �LJJJ\ 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 —S— EXISTING SEWER LINE 0 EXISTING SEWER MANHOLE = SD = EXISITNG STORM DRAIN Q EXISTING STORM DRAIN MANHOLE T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED INSTALL W1 -7 WITH OM1 -3 MARKER 13 +48.69 RP O t t7 I , 0 I r NATURAL GROU APPROXIMATE NA N CD t -1 - i C2 M 3 STANDARD I o � I , 0 I r NATURAL GROU APPROXIMATE NA N i W1 -1A (10 MPH) I t -1 °i °f I '' I PAINT 12" UIiIT , LINE USING THERMOPLASTIC M to Lo ( I PAINT PER C�ILTRANS STANDARD I o ...... ... to to I tt iii i SPFCIFICATICII R01O-91C-1Q L6 c U W 1 O) M 1 O to N + n 2 z z m w 3 O O M M I I N 1p to to 0 + 0 X 7 0 10 2 11" m m t0 co Of + SCALES_ HO RIZ : 1" -50 VERT: 1 "= 2' 5 6 7 8 9 10 11 12 13 14 0 ............. . .. I..-......... --- .... .... ..... ..,.-......... ..._.........._..... ----------- .--- .....-........................_............................................................................................_... ......_........------- ..... -... - .... .... ......... ....... .................... ,...-..........._..-...................... ... .... , ..... ...... . ... . ........ . ...... .......................... ........ ... ..... ..._... ....... ..... ........ ...... ...................... ....... ........ --- . --- ... -- .... I ....... . ...... . 0 w W w 0 NATURAL GROU APPROXIMATE NA N C w Zn } C2 = .................- . ........ ............. .. ...... ... - -�... -.... -t, CENTER LINE X20' R1 -1 0 2i- 1 Lo 358 M Q _ 2 — _ _ -- .......... ....... ........... .............. ............. ............. U m O _1 1- w CD O co I�LI N Ot M w w SCALES_ HO RIZ : 1" -50 VERT: 1 "= 2' 5 6 7 8 9 10 11 12 13 14 0 ............. . .. I..-......... --- .... .... ..... ..,.-......... ..._.........._..... ----------- .--- .....-........................_............................................................................................_... ......_........------- ..... -... - .... .... ......... ....... .................... ,...-..........._..-...................... ... .... , ..... ...... . ... . ........ . ...... .......................... ........ ... ..... ..._... ....... ..... ........ ...... ...................... ....... ........ --- . --- ... -- .... I ....... . ...... . 0 A— ............:...............:........ .......,..............._- ---. -- - -----. -. -.. .....- ....... ........--' --. .....- .........-- ............- - ......... ............. ...._.... ....- ............. _........._.�............... -.� Ell'' ............. f........................_......................_............................._...._ ......._..................... -. ........... ...... ........ .... ------- ........... ................................. ............................... ' '-'..............._...... ..._........................... ............. ............. ............. ............................. . ............. . ........... .................................. . ...... ............ ......................... . ...................... . ............ ............ ...................... �. TRACT NO. 7226 "REr...,**n,P,0- DRAWNW "'HIS DRAWM CO ' 1 A 9 R�R \l O QROf ESSJ pa,9` DRAWN BY : J.K.D. DATE 8 -01 -12 �� Z LMARTER & ASSOC CD CT r W NO. 17564 to ♦t * BY- 11A 3_ - � ?-1...�_.. ��'rF cIY1� o���Q R.C.E.: 64 CALF DATE: 1- 1&- -13 �. EXHIBIT "A" — STREET PLANS & PROFILES MCSHEET 2 CIVIL OF 8 ENGINEERS EAST BERKSHIRE ROAD DELMARTER 8c ASSOC. 2019 WESTNIND DRIVE STE. 'C' BAIERSFtaD. CA. 93301 PHONE 327 -1486 FAX 327 -1452 U ND PLata — "I "c: SURVEYORS It JOB NO. 14090 NATURAL GROU APPROXIMATE NA N 358 ....... .................- . ........ ............. .. ...... ... - -�... -.... -t, CENTER LINE 358 osoo _ — _ _ -- .......... ....... ........... .............. ............. ............. ........... ........... ............................... ............. .. - - 0.274% ..356 ....... ......... ...... :. .............................:. LE . . ............ .. ._.. . ' .._......_ ....._..... : : _ : X53 SOUTH; GUTTER PROFILE ; 0.2009; -- - - -- o N N cp - - to M - ^ to n to th n to - to to to - 354 ..... ..... ......._ ................................. ............z...:.............. M ....._.. M -- -- -- .........._.........._....- :...............: ..... .... Z..........._......... ......:._..Z._.........:......- M - - - - -- .. ►`� Y tMoZ 3 to O � 00 O O : tZ j 00 M M n r M . aU 352 ..... ..... . ........ . . ... ... ... . .. . ... .. .. . ..._. ... ....... .......... _ .. .. .... . . : ... . .... . .. ...._.. . . ........ . .... . ...- ... .. . �.. . . . . . . .. ..... . ....... . . . . . . ... . M t0 /D to O rn O 00 .. .. to .... . ... . . . . .- .._. . . ....m .... ... . . . . fm0 - ...... . ... ..... 2 °D N O iO 2 2 to N - co co OD _ O Ot O Qi N x w cV ^ O to m to O f N o! + : w : O : N N : : : : : : : : (DO w m : 00 OD : : : : : : : : w to A— ............:...............:........ .......,..............._- ---. -- - -----. -. -.. .....- ....... ........--' --. .....- .........-- ............- - ......... ............. ...._.... ....- ............. _........._.�............... -.� Ell'' ............. f........................_......................_............................._...._ ......._..................... -. ........... ...... ........ .... ------- ........... ................................. ............................... ' '-'..............._...... ..._........................... ............. ............. ............. ............................. . ............. . ........... .................................. . ...... ............ ......................... . ...................... . ............ ............ ...................... �. TRACT NO. 7226 "REr...,**n,P,0- DRAWNW "'HIS DRAWM CO ' 1 A 9 R�R \l O QROf ESSJ pa,9` DRAWN BY : J.K.D. DATE 8 -01 -12 �� Z LMARTER & ASSOC CD CT r W NO. 17564 to ♦t * BY- 11A 3_ - � ?-1...�_.. ��'rF cIY1� o���Q R.C.E.: 64 CALF DATE: 1- 1&- -13 �. EXHIBIT "A" — STREET PLANS & PROFILES MCSHEET 2 CIVIL OF 8 ENGINEERS EAST BERKSHIRE ROAD DELMARTER 8c ASSOC. 2019 WESTNIND DRIVE STE. 'C' BAIERSFtaD. CA. 93301 PHONE 327 -1486 FAX 327 -1452 U ND PLata — "I "c: SURVEYORS It JOB NO. 14090 NOTES & LEGEND Q 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. CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S -29 + INSTALL STREET SIGN PER C.O.B. STD. S -40 (M= METRO) INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S -31 — _ EXISTING SEWER LINE n EXISTING SEWER MANHOLE = SD = EXISTTNG STORM DRAIN 0 EXISTING STORM DRAIN MANHOLE T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED EXISTING POWER POLE TO BE RELOCATED (TYP.) N ui w w 2 w w x U H Q INSTALL WITH OM1 -3 MARKER 13 +48.69 0 +M -- O _ co c PID 0 DETAIL 22 12 IN 0 O Sri 11 af U 00 (O OD Q� + N 13 20' Q O W cn W W Q 75 Cl an O 0 Sri z 12 U w O) (D m O� + M DELMARTER & ASSOC EAST BERKSHIRE ROAD N89'54'30 °E PP PAINT 12' LIMIT LINE USINGTHERMOPLASTIC PAINT OER CALTRANS STANbARD SPECIFICATION 8010- 21C -19 Z-//V/ r-. ml 13 14 15 CURVE TABLE CURVE I DELTA I RADIUS I AN NLENGTH Cl 1 90'00'00 30.00' 1 30.00' 1 47.12' - - ._ .. _ --� - - -- -- - - -- - - - -- - S DETAIL 22 PP EXISTING POWER POLE TO BE RELOCATED (TYP.) f TRACT BOUNDARY 15 16 17 18 19 20 21 Z Ire 17 IN 19 2 z O U p Z W n OR t7 O N 21 SCALES HORIZ: f =50' VERT: I" = 2' .- .. .I .. I — - I -- .. .1 ... ... . . . 1 1 1 1 ....... . ........................ 1 1 1 . .. .. ..... ........ - - .. _ - 1 1 1 1 . . . - 1 1 1 1 . .. _ 1 1 1 1 . . - - - 1 1 1 1 - 1 1 1 1 . . _ .........I 1 1 1 1 . . - 1 —1-1-111-- . . . . I ... . 1 1 1 1 . ... - . - _ — 1... - -- — I. - 1111. - -.. ■ . ........ .... ..I.. ... -. .. .- .- ... ... .- .,..........- 1111..... -- 1111...- ......... ... ..... 1111.... . .. ....1111... ... . ..... ......... -. ... - .1111... - .. 1111..- ..- I..._ -.. . ... --m 358 ........ .....1111.. 358 ..... . APPROXIMATE NATURAL GROUND CENTER LINE' C/L PROFILE ■. - - -. 1 ........... .. . .. -1111. ........ 1111.. -1111 _ 1111 �.. 1111.. ■ ■1111. ....... -...I -1- - . 11111 -..- 1111 ... -1 — .... ............... .. - - ... ..... . --l.- --- - ....... 1111.. 1111.. - -1111 _ _ - - ... 1111 - - ... -... 1111- .. 1111 - .... - - - 1111.1111..- ...... . ..... .. 1111.. L. -11- ..... ... -■ ............. : .......... ... _... "R�CQRb DRAWttVG" APPROM PRIOR € �. TRACT NO. 7226 R10FESSIpy DRAWN BY: J.K.D. DATE : 8 -01 -12 S y�E�� �. DE(�� Eyc ELMARTER & ASSOC -A y Q5 No. 17564 m * * B Y: JAMES K. DELMARTER CIVIC �`� R.C. 564 OF CA 9T£ I�F 1-16-19 DATE: EXHIBIT "A" — STREET PLANS & PROFILES SHEET 3 ANITATI - CIVIL HYDRAULICS -- OF 8 STRUCTURAL - -- /ENCINEERS EAST BERKSHIRE ROAD DELMARTER & ASSOC. L2019 WESTWIND DRIVE STE. 'C' BAKERSHELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 - =LaND PLANN•IC. SURVEYORS JOB NO. 14090 1. � ---�ayu — o.2ooz X500% X00 SOUTH GUTTER PROFILE -o o-- n 354 tLA 10 M 354 _. .. _ - _ ... 2 n n 2 .............. ... ....... .: ..... 111:1 .... ......... ..... _: _ ..... _ . 2 M M of m 2 :2 W o0 co c6 52 N M _ ........ . ..... 352. O ■. - - -. 1 ........... .. . .. -1111. ........ 1111.. -1111 _ 1111 �.. 1111.. ■ ■1111. ....... -...I -1- - . 11111 -..- 1111 ... -1 — .... ............... .. - - ... ..... . --l.- --- - ....... 1111.. 1111.. - -1111 _ _ - - ... 1111 - - ... -... 1111- .. 1111 - .... - - - 1111.1111..- ...... . ..... .. 1111.. L. -11- ..... ... -■ ............. : .......... ... _... "R�CQRb DRAWttVG" APPROM PRIOR € �. TRACT NO. 7226 R10FESSIpy DRAWN BY: J.K.D. DATE : 8 -01 -12 S y�E�� �. DE(�� Eyc ELMARTER & ASSOC -A y Q5 No. 17564 m * * B Y: JAMES K. DELMARTER CIVIC �`� R.C. 564 OF CA 9T£ I�F 1-16-19 DATE: EXHIBIT "A" — STREET PLANS & PROFILES SHEET 3 ANITATI - CIVIL HYDRAULICS -- OF 8 STRUCTURAL - -- /ENCINEERS EAST BERKSHIRE ROAD DELMARTER & ASSOC. L2019 WESTWIND DRIVE STE. 'C' BAKERSHELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 - =LaND PLANN•IC. SURVEYORS JOB NO. 14090 1. � ---�ayu ~ nEL1aRTEK a Assoc % CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Cl 90'04'32" 20.00' 20.03' 31.44' C2 8955'28" 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 13552'37" 42.00' 103.63' 99.60' W Q W OD N O N] O rM a^D Of M V/ W � O W In M 'i to M W M M _j = M to M z z z W to z 2 M z z 2 >W �� ° z a X20 21 En W 1 2 3 4 5 6 7 8 9 10 11 m � W 12 13 14 15" 16 o 17 18 19 m a- to co Q O O N O N O p (6 tU SCI O � d t7 N N O O 1- O + + + + + + + + 10' O' 20' 1 I ( l 1 20' 120' 1^ I y °' f" ( N I #72972 I 22 I ( C5 C1 1 + +oo 0 10 RUSHCUTTERS BAY DRIVE (;3 18 C30 '0 N s +ss.00 0 01 12 +31.00 OO C4 N N89'54'30 "E 5 \- X7297 4.13 6 5 r4- -- .--5_._ _ S - _ ��_ _ _ S _ _�7 _ 5 S --5� C2 N O _ ©— N O Cl C2 C4 I C5 I J I R/W + + ► I 1 ( i I 23 }} , j �10- 20' 20' 1 1 [ I I ! 1 1 20' ;20' 1 t ! ! Lli M I� 132 131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 c > 28 27 26 M M M M M to M 25 24 M Q z z M NOTES & LEGEND W a m m r U CD w m � � U N to Q r N a 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. a°i-, �� INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 N �' F o r N STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK n + N U W o + o PER C.O.B. STD. S -3 0 — S -- EXISTING SEWER LINE `O rn W v=i T + © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S -35 0 EXISTING SEWER MANHOLE � W N W © PAVE WITH 0.20' AC OVER 0.40' AB. = SO = EXISTTNG STORM DRAIN Q U CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A O EXISTING STORM DRAIN MANHOLE / • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED ` ' SCALES PER C.O.B. STD. S -29 HO RIZ : I"=50' + 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 O : : : : cMU : � _ m m �. t M z d toin 358 . ...... .........:..................... ............. .... .......... .... -- -- ........ .- ........... . -... - -- ._....... .... -- z M z . -.... 358 .. . .... . _.z .... ... .................... ..- ..._...... _ ..... -... r: r �.. ... ........ -.... _.�............ .... r a -:z ....... -.... ............ ............ co q w : - m in Lo w v M v m 9! a to Ni �.. M M _ m : : Obi N : � : : N + - -to . O + U U - + + °1 + + + 356 .. ..... .. .. .: ...... ..:. .... ..........:.. .............:.... ...............-- ........ ................. .......... ..... -..:. ....- ...... 356 : APPROXIMATE NATURAL GROUND t� 0500% ®CENTER LINE J - 0.200% 354 - :.. �NORTHGUTTER. PROFILE ............ .............. .'.....°` =5009" 354 .. . ...... .. - = n.2ooz . :. _ . 0:200 - - - -NORTH GUTTER pROFlLE 352 : - - . ... . ......... 35 ................. ..................... .......... ..... ..... .... ........ ... ......... - -.. ........._... ......... .._......... ...... .......... . ............. ... 358 -- __.._..... :.. -.. :.. 358 — ............. -- - - - - -- -_. -- ...._.- ._ -.... 356 ..... .......... _ . ............. .... ......... .......... ............. .. ............. " ............. ......... ....... ........ 356 APPROXIMATE NATURAL GROUND :5- -- - 0 CENTER LINE �_ �-- 0.200% 354 .... _ . 354 ......... .. .... .. ...... .. .. ... ... .. ... .. Dos- SOU ROFl 1j -0.5pp 1. SOUTH GUTTER PROFILE 352 .- ............ .:..............:.............: ............. - - - - -- - ...._. -.. ... ------- ........ ._. ...... ... . ...... . -... ......_......... -. ...... �. :�. 52 N O : : : : : : : : : : : : : : : M : : : : : :t co to M - M 0) ' M Lo Lo z co z : ui M a m a in ....... .-. ..:......... ............................... . ..... ............. ................ ...............................................'............ .........- .........-.- ......... ....:.............. ......... ...... ....... tr) ..... .......... ................... ... .... ........ - ...Of - _ - ..... .. ... -.... - .... _ ..- ..6]... ..- .r - .......... ......._.. .. - ... - _ ..... ... - _.. ..._. ...-- CNI N fi Ir��`'' r 1'� TRACT NO. 7226 ' EXHIBIT "A" — STREET PLANS & PROFILES NTA. n>� �' P ROVEO LS SHEET 4 DRAWN BY : J.K.D. DATE : 8 -01 -12 YMAUt PEAR QRptESS /p�� RUSHCUTTERS BAY DRIVE CIVIL„ of 8 �� �Ej{i��yc ENGINEERS ELMARTER & ASSOC DELMARTER 8c ASSOC. �✓ 17564 a 2019 WESVMM [RIVE SM 'C" BAKUMEW. CA. 93301 BY: Vim' PHONE 327 -1486 FAX 327 -1452 s JAMES K. DELMARTER SURVEYOR �; AT .�'Z�l�t�_. ,_ �.....� �9rf cIVIW aR�` R.C.E.U1564 _ENO LEVELING OF Ciol PROPERTY UN DATE: - sueotvlsloN nRAFnN = JOB N0.14090 �1 d ....JJ I C 01,50el e W LW/ i -1- I-- OD t- W Z \ W W ry N ?0' t 20' 1 20' 1 20' M m Lo in M i U W 0 101 0 102 103 104 105 106 107 0: 109 110 111 ■ CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 90'04'32" 20.00' 20.03' 31.44' C2 89'55'28" 20.00' 19.97' 31.39' C3 45'52'37" 37.00' 15.66' 29.63' C4 13552'37" 1 42.00' 103.63' 99.60' 113 114 115 CD r CV M 2 D' U m 116 0 cD N W IY (0 CD Q r ry UW W W In W cn Q U c0 r N ro M 2 of to U W a 29 0 30 31 m M O M M 2 rn M U 2 � a w N m N + 32 33 N r 0 1 2 3 95 1001111 0 &M 92 91 .f 11w lT 2 5 6 89 88 87 86 85 M 40 � 100 I 99 98 97 to M Z .358 ....... 2 iiM M M Ir w m Z in z N d NOTES & LEGEND w U rn '- . ..... _.._........ M to C) ... W - - O 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. to M <=> INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK + Ir (V M It r PER C.O.B. STD. S -3 ° S- EXISTING SEWER LINE d CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S -35 W : : - - 0 EXISTING SEWER MANHOLE Q PAVE WITH 0.20' AC OVER 0.40' AB. 0 = SD = EXISTTNG STORM DRAIN z IA : : : : o = : : : : : : : : : : : :...............:...............:................ 0 EXISTING STORM DRAIN MANHOLE _ N N CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A 356 ................. ...............:...............:.................. Ir.........*.:....................................................._...................... • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT ..................... +......... .... T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED .............. PER C.O.B. STD. S -29 . ._..._.. .. O+ m : + INSTALL STREET SIGN PER C.O.B. STD. S -40 m ° m 0 1 2 3 95 1001111 0 &M 92 91 .f 11w lT 2 5 6 89 88 87 86 85 M 40 39 38 M 36 N Lo 'o 37 M Z .358 ....... 2 iiM M 0 Ir w m Z in Cn N d rn N o n + rn '- . ..... _.._........ M to C) ... M + - - O . . ... N 7 8 9 10 11 12 13 S C ALE S HORIZ: 1 " =50' VERT: I "= 2' 358... :... _ . ..... SOUTH GUTTER PROFILE " TRACT SOUTi GUTTER PROFILE .358 ....... ......................... in ......'_......._._.._........._ ......:......_._...... .._....... ................. :.... .......... .............. .._...._. ....................... . .........._.........'.......... r. r >h M 358 .....:......................... : ..............._................................_:......._. M : : : : ......... : : : : : : : : : : : ....:. M M '- . ..... _.._........ M to 1 ... . .... - - O . . ... : : : XJ N M DELMARTER & ASSOC Ir (V M It r r v U cv N VANCLUSE BAY DRIVE DELMARTER & ASSOC. M W : : - - - - - : : : : : : : : m to M � W : M : : m :Ml .O 0 O - :a 356 z IA : : : : o = : : : : : : : : : : : :...............:...............:................ : 1n : � z : O : 2 0 _ N N _ M 356 ................. ...............:...............:.................. Ir.........*.:....................................................._...................... o ..............................: .........................._.... ................:................. ..................... +......... .... ........+. ............................... .........._....... .............. ---------- .o 0_ . ._..._.. .. O+ m : . . . . . . ... ....... ... . M O : M : rn W m ° m : : - - APPROXIMATE NATURAL GROUND 0 CENTER LINE --�—_' - -- 354 .... .... ... ........ ...... ...... .... _ ...... : ............. ...... . ..... ... ... 354 - 0.200% NORTH GUTTER PROFILE 0.200% _ 0.000 %� X0.000% NORTH GUTTER PROFILE 352....... ...... _..:... .. 358... :... _ . ..... SOUTH GUTTER PROFILE i. JOB NO. 14090 " TRACT SOUTi GUTTER PROFILE REC-j% RI) DRAWING" 3 5 2 ... .. ... ........ ............. .................. ..... .._... ._..._ .- .. .... . : �. t HEREP' 352 . .... . . ..... ... ....... ..... ..... .:. . .... . O : m 4m r ... . .... a SHEET 5 O . . ... ...._ HYDRAAUnUCS CIVIL UC-M& OF 8 N M DELMARTER & ASSOC ENGINEERS (V M M : M iM M In ri :M VANCLUSE BAY DRIVE DELMARTER & ASSOC. w Q C7 M M W m a' n O - :a [2019 MIESTYMND DRIVE STE. 'C' BAI�RSFiELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 to - .. ........ - - -- - - - -- . ._... - -... : m to ..... ........ ..... ....... . ............ ..........._ . ........---.. .............. _......_.._.. ..... iNn M c N : ::� PROPERTY LINE: .. - ... . - ...... -- .... .. .. .. .. .. .. . . .. . Z of : , ----- . .. ..... ....... ........ . . . .._ .... . .... 01 O : : ...... . : : ai 04 M Z. .. D: W ---------- .o 0_ . ._..._.. .. O+ - .- ... -- .... . . .... n ... : : + o ... . ... . . M N : . . . . . . ... ....... ... . M O : M : m : : m r i. JOB NO. 14090 " TRACT N0. 722 REC-j% RI) DRAWING" RA WING EXHIBIT "A" — STREET PLANS &PROFILES t HEREP' CONT PP�.3�/Ea a SHEET 5 PRIOP ROfESSIp 4 Hq DRAWN BY: J.K.D. DATE : 8 -01 -12 HYDRAAUnUCS CIVIL UC-M& OF 8 DELMARTER & ASSOC ENGINEERS ' '° VANCLUSE BAY DRIVE DELMARTER & ASSOC. Q C7 No 17564 m� BY: � [2019 MIESTYMND DRIVE STE. 'C' BAI�RSFiELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 ?"27—f J * * s,9T p►V1v ��`� f JAMES K. DELMARTER R. 17564 LAND PLANNING- SURVEYORS D LEVEUN : LATE ••• • OF CAL\ % / /rj PROPERTY LINE: DATE: li v -Se VISION i. JOB NO. 14090 CURVE TABLE CURVE DELTA W RANGENT LENGTH W 90'04'32" 20.00' 20.03' O co 89'55'28" 20.00' 19.97' 31.39' C3 M 480.00' W T 152.69' CURVE TABLE CURVE DELTA RADIUS RANGENT LENGTH C1 90'04'32" 20.00' 20.03' 31.44' C2 89'55'28" 20.00' 19.97' 31.39' C3 18'13'34" 480.00' 77.00' 152.69' C4 17'28'10" 500.00' 76.82' 152.45' C5 16'46'25" 520.00' 76.66' 152.23' C6 02'08'16" 518.00' 9.67' 19.33' C7 41'33'36" 37.00' 14.04' 26.84' C8 26839'35" 40.00' -- 187.56' C9 4747'07" 37.00' 16.39' 1 30.86' W Ci to M DE 0 N WTER 5 AS= z �tt�� V U ^o o u� w � O) to � W N M to