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HomeMy WebLinkAbout1.1-7226STREET CONSTRUCTION PLANS TRACT N0. 7226 CITY OF BAKERSFIEL,D KERN COUNTY U ALIFORNIA ASPHALT NOTES 7-1._ ASPHALT CONCRETE (TYPE (B(). Asphalt concrete shall be Type A (modified) for all arterial and collector streets and Type B (modified) for local streets and shall conform to the provisions in Section 39, "Asphalt Concrete,( of the Standard Specifications and these special provisions. Prior to the addition of asphalt binder, the combined mineral aggregate for Type A (modified) or Type B (modified) asphalt concrete shall conform to the requirements of Section 39-2.02, (Aggregate,( of the Standard Specifications for 3/4" maximum, medium grading. Asphalt binder for Type A (modified) asphalt concrete shall be AR -8000 viscosity graded asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) asphalt concrete shall be AR -4000 viscosity graded asphalt, unless otherwise directed by the Engineer. The asphalt binder shall conform to the requirements in the table for "Steam -Refined Paving Asphalts," in Section 92-1.02, (Grades,( of the Standard Specifications. The amount of asphalt binder to be mixed with the mineral aggregate shall be determined by the Contractor in accordance with California Test Method 367 using samples of materials proposed for use in the work. The amount of asphalt binder shall be approved by the Engineer. At least 14 days prior to the start of work, the Contractor shall submit the following for the Engineers review and approval: a. A list of aggregate and asphalt sources. b. Documentation verifying that the aggregates to be incorporated in 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 i n 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 some 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 lone line or pavement edge, and the transverse limits of grinding are normal to the pavement centerline. All ground areas shall be neat rectangular areas of uniform surface appearance. Abrasive grinding shall conform to the requirements in the first paragraph and the last four paragraphs of Section 42-2.02, "Construction," of the Standard Specifications. A fog seal coat shall be applied to all finished asphalt surfaces at the Developer(s expense. The fog seal coat shall be either asphalt rejuvenating agent or asphaltic emulsion as directed by the Engineer. The subgrade beneath surfacing for median islands shall be chemically treated for weed control. The chemical shall be 2, 6-dichiorobenzonitrile and shall be applied in accordance with the manufacturer's recommendations and these special provisions. The rate of application shall be four (4) ounces of active chemical per one hundred (100) square yards of subgrade surface area to be chemically treated for weed control. Asphalt concrete shall be placed over the treated subgrade within two (2) hours of chemical application when the air temperature is higher than 50( F. At air temperatures lower than 50( F, asphalt concrete shall be placed on treated subgrade within ten (10) hours of chemical application. Should a "wettable powder" type chemical be used, a suitable fugitive dye shall be incorporated in the mixture so that coverage and spread rate may be verified. Full compensation for chemically treating soil as specified in this section will be considered as included in the contract price paid per square yard for Place Asphalt Concrete (Miscellaneous Areas). 61 f A"kk F1 �I�1111 I 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 U11UTIES AND UNDERGROUND PIPELINES W EAST PANAMA LANE ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND 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 U11LI11ES 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 SHAD_ 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 FLOW-INES UNLESS OTHERWISE INDICATED. ALL CURB RETURNS GRADIENTS ARE 0.50% UNLESS OTHERWISE INDICATED. 16. ALL UTILITY MANHOLES AND VAULTS SHALL BE RAISED TO FINISHED GRADE. 17. ALL DRIVEWAY WIDTHS & LOCATIONS SHALL BE IN ACCORDANCE WITH C.O.B. STD T-12. 18. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY I(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 AND R R ROADS SHALL BE CRUSHED AGGRE RTE BASE (CAB) CTOR A A A CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". AGGREGATE BASE MATERIAL IN LOCAL ROADS SHALL BE B C C B EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK". 2' 2' 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% , _ 2_%� - MINIMUMS ARE IN PLACE SHALL BE PROVIDED TO CITY ENGINEER. 2% TYPICAL TYPE "B" CURB AND GUTTER �- W/4.5' WIDE SIDEWALK A B C T.I = 4.5 - MIN. "R" VALUE = 34 26' 8' 18' 30' 10' 20' 0.20' TYPE "B" ASPHALT CONCRETE 30' 12' 18' 0.40' AGGREGATE BASE R = 78 MIN. SEE PLANS FOR STREET DIMENSIONS 0.50' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY s . VARIES 45' MIN VARIES 34' MIN 11' Im ce; r HOSKING AVENUE VICINITY MAP N.T.S. EAST BERKSHIRE ROAD W UNIT 1 UNIT Z UNIT 3 �~ 2.- -,_ d EAST BERKSHIRE ROAD TRACT z 7226 3576 LF PUBLIC WORKSDIRECTOR: Pd# R.C.E. 61069 DATE SIDEWALK I HOSKING AVENUE VICINITY MAP N.T.S. EAST BERKSHIRE ROAD Q RUSHCUTTERS BAY DRIVE - 23 132 1 1-3111,301129 112811271126 1125 11241123 1122 1 121 11201 # 119 1118 117 28 27 1 26 ! 25 ! 24 ' LW 1 ' UNIT 1 UNIT 2 UNIT 3 �~ 2.- -,_ UNIT 1 GUTTER 5405 LW 2i 3447 LF 3576 LF PUBLIC WORKSDIRECTOR: Pd# R.C.E. 61069 DATE SIDEWALK I I SF 14907 SF 15442 101 102 103 104 105 106 107 108 109 110, 111 112 113 114 115 116 29 30 31 32 � 33 / ,34 TON j 3 REVIEWED BY ASST. PUBLIC WORKS DIRECTOR _ AGGREGATE BASE 2080 CY 881 ` 987 CY - MONUMENT 1 2 3 4 5 6 7 8 9 10 11 3 12 13 14 15 16 J718 Z W 19 20 I 21 92 91 90 89 88 87 86 85 F4O 39 38 37 ( 36 UNt� 2 o f UPR 2 1 vs STATEMENT t o j UW 3 Z( 'r �, Z --- 22 0 41 42 43 44 45 1 46 6 II 4 4 a 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 v TRAFFIC CONTROL SIGN 1 EA EA D � I 1 EA AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ►J- � 1028 Q RUSHCUTTERS BAY DRIVE - 23 132 1 1-3111,301129 112811271126 1125 11241123 1122 1 121 11201 # 119 1118 117 28 27 1 26 ! 25 ! 24 ' LW 1 ' UNIT 1 UNIT 2 UNIT 3 �~ 2.- -,_ UNIT 1 GUTTER 5405 LW 2i 3447 LF 3576 LF PUBLIC WORKSDIRECTOR: Pd# R.C.E. 61069 DATE SIDEWALK UwT 2 SF 14907 SF 15442 101 102 103 104 105 106 107 108 109 110, 111 112 113 114 115 116 29 30 31 32 � 33 / ,34 TON j 1 REVIEWED BY ASST. PUBLIC WORKS DIRECTOR _ AGGREGATE BASE 2080 CY 881 ` 987 CY - MONUMENT VANCLUSE BAY DRIVE 8 EA 5 EA 6 EA Z WI STREET LIGHT 200 WATT 4 EA --- --- 35 STREET LIGHT 100 Z W 5 F- W 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 F4O 39 38 37 ( 36 UNt� 2 o f UPR 2 1 vs STATEMENT t o j UW 3 Z( 'r �, Z --- t 0 41 42 43 44 45 1 46 6 II 4 4 a 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 v TRAFFIC CONTROL SIGN 1 EA EA D � I 1 EA AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ►J- � 1028 I 1183 m.XNi'IfR t ASSaC. --- ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT DARLING POINT DRIVE I168 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 j 48 47 i UI�f 3 I lit UNrr 3 0 1 O 1 KEY MAP 1" = 200' 11 1 O { INSTALL 48" CLASS I FLEXIBLE POST I DELINEATOR ® 10' C -C PER i CALTRANS STANDARD PLAN A73C I M +Q o I i U O I I 18" DEEP TEMP. SUMP r- ' • 0Ld N 15+00 + I li MARVIN STREET 1 16+01.8 s O N i o-- C3 I Iy W R1-1 M s I m #72980 ; (n 1 34' W ESTIMATED QUANTITIES r SUMP PROTECTION DETAIL COLLECTOR STREET LOCAL STREET SHEET INDEX 1371 LF 1915 LF 1791 LF 1933 LF 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 T.I. = 6.0 - MIN. "R" VALUE = 41 0.30' TYPE "B" ASPHALT CONCRETE 0, ON -go-- -.--- _ _.___..._._._ _ _.--- �- 0.40 AGGREGATE BASE R = 78 MIN. 0.80' NATURAL GROUND COMPACTED TO 957. MAX. REL. DENSITY LOCAL STREET- SECTION EAST BERKSHIRE ROAD SECTION y ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR W No. 17`564 rn DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND * * SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. ��91F OFic11l�F���\p // �-�� l ��W-71�,� CITY OF BAKERSFIELD STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: STD. NO. _ 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 KECAOD OR r rc., I L7 AIVi R f3 MINS ."AGES A�1 .,L�01wa- 011-10-1-6 .U.L. 1 /,�)b4 UAI E BENCH MARK USED TOP OF CAL TRANS BRASS CAP IN LAMPHOLE 0 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 ®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 �~ 2.- -,_ TYPE "B" CURB & GUTTER 5405 LF 3447 LF 3576 LF PUBLIC WORKSDIRECTOR: Pd# R.C.E. 61069 DATE SIDEWALK 22612 SF 14907 SF 15442 SF U ._ AC PAVING 2664 TON 892 TON 999 TON REVIEWED BY ASST. PUBLIC WORKS DIRECTOR _ AGGREGATE BASE 2080 CY 881 CY 987 CY - MONUMENT 8 EA 5 EA 6 EA REVIEWED BY TRAFFIC ENGINEER STREET LIGHT 200 WATT 4 EA --- --- STREET LIGHT 100 WATT 5 EA 5 EA 5 EA ENGINEER'S STATEMENT METRO STREET SIGN 5 EA --- --- STANDARD STREET SIGN 6 EA 4 4 EA E 4 EA THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION TRAFFIC CONTROL SIGN 6 EA EA 1 EA AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD CROSS GUTTER 1028 1183 SF --- ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. COLLECTOR STREET LOCAL STREET SHEET INDEX 1371 LF 1915 LF 1791 LF 1933 LF 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 T.I. = 6.0 - MIN. "R" VALUE = 41 0.30' TYPE "B" ASPHALT CONCRETE 0, ON -go-- -.--- _ _.___..._._._ _ _.--- �- 0.40 AGGREGATE BASE R = 78 MIN. 0.80' NATURAL GROUND COMPACTED TO 957. MAX. REL. DENSITY LOCAL STREET- SECTION EAST BERKSHIRE ROAD SECTION y ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR W No. 17`564 rn DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND * * SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. ��91F OFic11l�F���\p // �-�� l ��W-71�,� CITY OF BAKERSFIELD STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: STD. NO. _ 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 KECAOD OR r rc., I L7 AIVi R f3 MINS ."AGES A�1 .,L�01wa- 011-10-1-6 .U.L. 1 /,�)b4 UAI E BENCH MARK USED TOP OF CAL TRANS BRASS CAP IN LAMPHOLE 0 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 ®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 rn M Z IIELlIARTER 6 ASSOC 0 z F- I— M S ,o CONSTRUCT AC DIKE �9TC'y�` + NOTES & LEGEND Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.Q.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 Q 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 -f- INSTALL STREET SIGN PER C.O.B. STD. S-40 (M=METRO) CURVE TABLE z F CURVE 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 89'52'45" 30.00' 29.94' 47.06' C6 03"13'29" 1500.00' 42.22' 1 84.42' C7 01'27'27" 1 30.00' 1 25.83' I 42.65' NOTES & LEGEND Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.Q.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 Q 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 -f- INSTALL STREET SIGN PER C.O.B. STD. 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M .:..............................:.......... }.............................. .. : I : : , i : ............. ....,........ .. .......... .....-.. ............. .... m ............ :. :. .. �.�. .�, � � . 352 cD = w to - - - 0 M 0 do to ' - ci IR EY W 00 o 0) : : : N cr N : : N : i .Z to til : O - \ : (+y N : : : : : : : : r+p W m A 000 0+0 : : : : W w Ix f r ............................................................ ......... .......................................................................:..............................:...............:........................................................................................... .... .... .....................:...............•..._........... .... _......................... - .....-......... .. ...._........................... ............... .......... . ... ...... _.....-;. ........-.... .. .........-.-.. TRACT Na. 7226 "R EXHIBIT "A" — STREET PLANS & PROFILES I MEFIETY "T THIS aq, � � •�' �' x LAUQUCS0 �- SHEET 2 ���DRAWN BY: J.K.D. DATE : 8-01-12 V OEESSICIVIL OF s D Ey ENGINEERS sTgucTURni = LMARTER & ASSOC -- Na ,7564 A I, EAST BERKSHIRE ROAD 20� DELMARTER & AWESTVAND DRIVE STE. 'C' SSOC. 2019 �c * BY- PHONE 327-1486 FAX 327-1452 V . ` JAMES K. DELMARTER -=uN--PORN ING: s� CIV► ��� R.C.E.: 64 _�_ND LEVEurtc SURVEYORS ' ` -' �'�l .�.�...., ,,.. 9TF OF CA►.\Ft'16'//3 -PROPERTY UNE: DATE: SuBDtVISION - >Df2AFTiNG: LJOB0.14090 o z F m w WI -1A (10 MPH) # i INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 rl-a ' v f m SPECIFICATION 8010-21C-19 r L R1-1 m - -.— EXISTING SEWER LINE PAINT 12" U ' OPLASTIC 0 0 0 o M u`ni M en j1j PAINT PER CLTRANS I Z0V(`'IFI(:Ann z 2 1 2d' 20' 1 M J0 EXISTING SEWER o t t 00 4 d o of N = SD = EXIStTNG STORM DRAIN� G + o o o OD M n d 0 EXISTING STORM DRAIN MANHOLE PP o + o + `�' 0 0 PP yq� yO��Q + INSTALL WI -7 WITH T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED I C7 -i R1-1 PP &GUY EDGE OF PAVING d 0`I' ��� �Q y ���'� OM7-3 MARKER EAST BERKSHIRE ROAD INSTALL Mn -7 WI oM1-3 MARKER 0+00 -315 5g S6 CONSTRUCT AC DIKE C6 2+t5.00 w3_1 C6 4+98.44 6+62.77 M+ 8+55.00 13+48.69 c N89'54'30"E 0 S S S __ S ,4Q, S _ _ S _ _ -__ __ S S ____. S _ __._. _ _� _ _ r _ _ S __ _ S W cn r - pp © + rmi DETAIL 22 PP & GUYS EXISTING POWER POLE -7--,,, PP M 0 PP 1 C3 O f DETAIL 22 ° M 1 O - 5 vwi 0 i 1 I C5 C3 1Q TO BE RELOCATED (TYP.) G PP & G C4 X7 ClB 2980 — - - - - 9 9 _ I C2 i1 I�C2 /tel u, . ♦ - - ui LAJ�O� 2 M th 2 2 2 z t7 W w 0_0 ° 2 2 Illfv v v z Q 2 z w wv 0 v m LLt w m w m W z ►-� w mF W 1 2 3 4 5 fi 7 8 9 10 11m r woo p l 0 0 0 0 r m E— m l o o 1P w m rn Q 0) .- 0 co o rn f- .F .t ___I w CO rn rn x to m Go r- M W M M t'7 —t M V)I � I ( I N W w M © > > (o N UD to too 5;w 9 co Lf) N to et'lCV to CV Odi C (oil cnn o o 0i to m Q CO dd 0 N N Q + G 1 W tr0 0 o o �h�hP��,� j SCALES HO RIZ : 1"_50 2+17.81 SOUTH - 31.91 LT VERT: 1"= 2' 0 1 2 3 4 5 6 7 8 9 10 1.1 12 13 14 ...... ........ .......:......................... .....:......... ....... ........... .......... ....:...... ....._.......................................... :...... ............... . . APPROXIMATE NATURAL GROUND 358 :. - -- -.........:..............................:.... 0 CENT .0 E.... , .........=... . ...............:. .. �--� 358 SQO : -0.274 356 : ............. ............. =0$4 ....... :.. ...... .... — 356 SOUTH GUTTER PROFILE ...... ' _ y. SOU TIER 0.�_ -= N N m m thtn to 354 Z :..............:.." " ...._..:...... :. :....._.........:.........- z...........:...............:...Z........-..:...............:................'''.........._.:.... :........_....... _.. .. 354 2 _............................. .. .. .. ................... ............ ........ -- ........... 0 m m w m w m toil o : Of w of w to to _ t>o : : : tri r rto co a cow 352 r : i = t..t........:.... -. ............. ...... M .:..............................:.......... }.............................. .. : I : : , i : ............. ....,........ .. .......... .....-.. ............. .... m ............ :. :. .. �.�. .�, � � . 352 cD = w to - - - 0 M 0 do to ' - ci IR EY W 00 o 0) : : : N cr N : : N : i .Z to til : O - \ : (+y N : : : : : : : : r+p W m A 000 0+0 : : : : W w Ix f r ............................................................ ......... .......................................................................:..............................:...............:........................................................................................... .... .... .....................:...............•..._........... .... _......................... - .....-......... .. ...._........................... ............... .......... . ... ...... _.....-;. ........-.... .. .........-.-.. TRACT Na. 7226 "R EXHIBIT "A" — STREET PLANS & PROFILES I MEFIETY "T THIS aq, � � •�' �' x LAUQUCS0 �- SHEET 2 ���DRAWN BY: J.K.D. DATE : 8-01-12 V OEESSICIVIL OF s D Ey ENGINEERS sTgucTURni = LMARTER & ASSOC -- Na ,7564 A I, EAST BERKSHIRE ROAD 20� DELMARTER & AWESTVAND DRIVE STE. 'C' SSOC. 2019 �c * BY- PHONE 327-1486 FAX 327-1452 V . ` JAMES K. DELMARTER -=uN--PORN ING: s� CIV► ��� R.C.E.: 64 _�_ND LEVEurtc SURVEYORS ' ` -' �'�l .�.�...., ,,.. 9TF OF CA►.\Ft'16'//3 -PROPERTY UNE: DATE: SuBDtVISION - >Df2AFTiNG: LJOB0.14090 PAINT 12" LIMIT UNE USING THERMOPLASTIC z [ M PAINT PER CALTRANS STANDARD r --n WI -1A (10 MPH) # i rl-a v f m SPECIFICATION 8010-21C-19 r L R1-1 � cO1D PAINT 12" U IT LINE USING THER OPLASTIC 0 ( v' to r r d �► tJl✓rtni 10' 20' en 20' 1 u`ni M en j1j PAINT PER CLTRANS I Z0V(`'IFI(:Ann STANDARD RMn-71!`_14 2 1 2d' 20' 1 u, . ♦ - - ui LAJ�O� 2 M th 2 2 2 z t7 W w 0_0 ° 2 2 Illfv v v z Q 2 z w wv 0 v m LLt w m w m W z ►-� w mF W 1 2 3 4 5 fi 7 8 9 10 11m r woo p l 0 0 0 0 r m E— m l o o 1P w m rn Q 0) .- 0 co o rn f- .F .t ___I w CO rn rn x to m Go r- M W M M t'7 —t M V)I � I ( I N W w M © > > (o N UD to too 5;w 9 co Lf) N to et'lCV to CV Odi C (oil cnn o o 0i to m Q CO dd 0 N N Q + G 1 W tr0 0 o o �h�hP��,� j SCALES HO RIZ : 1"_50 2+17.81 SOUTH - 31.91 LT VERT: 1"= 2' 0 1 2 3 4 5 6 7 8 9 10 1.1 12 13 14 ...... ........ .......:......................... .....:......... ....... ........... .......... ....:...... ....._.......................................... :...... ............... . . APPROXIMATE NATURAL GROUND 358 :. - -- -.........:..............................:.... 0 CENT .0 E.... , .........=... . ...............:. .. �--� 358 SQO : -0.274 356 : ............. ............. =0$4 ....... :.. ...... .... — 356 SOUTH GUTTER PROFILE ...... ' _ y. SOU TIER 0.�_ -= N N m m thtn to 354 Z :..............:.." " ...._..:...... :. :....._.........:.........- z...........:...............:...Z........-..:...............:................'''.........._.:.... :........_....... _.. .. 354 2 _............................. .. .. .. ................... ............ ........ -- ........... 0 m m w m w m toil o : Of w of w to to _ t>o : : : tri r rto co a cow 352 r : i = t..t........:.... -. ............. ...... M .:..............................:.......... }.............................. .. : I : : , i : ............. ....,........ .. .......... .....-.. ............. .... m ............ :. :. .. �.�. .�, � � . 352 cD = w to - - - 0 M 0 do to ' - ci IR EY W 00 o 0) : : : N cr N : : N : i .Z to til : O - \ : (+y N : : : : : : : : r+p W m A 000 0+0 : : : : W w Ix f r ............................................................ ......... .......................................................................:..............................:...............:........................................................................................... .... .... .....................:...............•..._........... .... _......................... - .....-......... .. ...._........................... ............... .......... . ... ...... _.....-;. ........-.... .. .........-.-.. TRACT Na. 7226 "R EXHIBIT "A" — STREET PLANS & PROFILES I MEFIETY "T THIS aq, � � •�' �' x LAUQUCS0 �- SHEET 2 ���DRAWN BY: J.K.D. DATE : 8-01-12 V OEESSICIVIL OF s D Ey ENGINEERS sTgucTURni = LMARTER & ASSOC -- Na ,7564 A I, EAST BERKSHIRE ROAD 20� DELMARTER & AWESTVAND DRIVE STE. 'C' SSOC. 2019 �c * BY- PHONE 327-1486 FAX 327-1452 V . ` JAMES K. DELMARTER -=uN--PORN ING: s� CIV► ��� R.C.E.: 64 _�_ND LEVEurtc SURVEYORS ' ` -' �'�l .�.�...., ,,.. 9TF OF CA►.\Ft'16'//3 -PROPERTY UNE: DATE: SuBDtVISION - >Df2AFTiNG: LJOB0.14090 A NOTES & LEGEND 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 0 PAVE WITH 0.30' AC OVER 0.40' AB. DELtY1RTER L ASSOC CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 -I- INSTALL STREET SIGN PER C.O.B. STD. 5-40 (M=METRO) ® INSTALL 200 WATT STREET LIGHT PER C.O.B. STD. S-31 CURVE TABLE CURVE FDELTA I RADIUS ITANGELA LENGTH Cl 90'00'00" 1 30.00' 1 30.00' 1 47.12' N —S— EXISTING SEWER LINE Q EXISTING SEWER MANHOLE = SD = EXISITNG STORM DRAIN 0 EXISTING STORM DRAIN MANHOLE T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED INSTALL W1 -6L NTH EXISTING POWER POLE TO BE RELOCATED (TYP.) EXISTING POWER POLE TO BE RELOCATED (TYP.) OM1 -3 MARKER EAST BERKSHIRE ROAD 13+48.69 0 -4M 20+33.92 N89'54'30"E N w { _ PP o PP cn o S S ______ S- -S E7 S S_.. w PP 0 DETAIL 22 O DETAIL 22 0 w i Cl Cl 2978 29 Q / R1-1 PAINT 1 " LIMIT LINE USING THERMOPLASTIC 1 20' 20' 1 PAINT I�ER CALTRANS STAN ARD f y- SPECIFICATION 8010-21C-19 n O Q O N � TRACT BOUNDARY to 10 11 Z 3 �' z 12 13 14 15 16 17 18 19 20 21 M U -J w U Z M j N w O W <D { w m Z 6�f �/ to • Of w N Q M oq oq O N S C ALE S HORIZ: 1"=50' VERT: 1"= 2' 12 13 14 15 16 17 18 19 20 21 .- ............. ....... - _ _ _ .. _ . 358 ..... ......... ............... ............. ............. ............:............. :.............: .............:............. - ............. ............. ........... . 358 APPROXIMATE NATURAL GROUND : ® CENTER LINE ...... - ........ - . ............ ............. ........... — 35fi 356...... ............. 0.200% -0.200% : :5009; d.SQO� : SOUTH GUTTER PROFILE N _ �6 kti to : : : - - - -- -- -.'...._-----'-•-......:...............� ........... .........--- ---'..._....:..............._.._.._.........__...------------......_....._...__............:-..........._...___•. M---:...._....-....__..•-......,...-.:...---...-'---...... -.___- . 354 ...........354 ....--....-' --.----........ .. _......_....•..--------•-- toit : � M M m 2 :2 �' : Oim U co V U m : : : : : : : : : w m iT 352 : ............:............... N .............:............... .............:.............................. - ............. _ ............. ............. �...:.............................:............... ...............•............... - .....352. . - N - : .............................. ........... .................:........ .......•...._.............. ......... ...;.............. ............. ... ......... ............. ............. .......... .._ ...... ....... ............... ............. ..... ...._... ............. .......... ...... ....... - : : TRACT NO. 7226 DVIAkAANG „ „ EXHIBIT A — STREET PLANS & PROFILES sw G APPROVED SHEET 3 DRAWN BY : J K.D. DATE : 8-01-12 ANtrano ^^e� HYORAuua Q�pfESS/pNq CIVIL sTRticTua%- OF 8 °E4vq� Fy ENGINEERS _ __— � ��, � ELMARTER 8c ASSOC IDELMARTER & ASSOC. EAST BERKSHIRE ROADtLNa t75B4 BY: ,� �, 20W-SrMN OF32SM 7-148 *C' AICERSREI.D, CA. 93301 I ` T �c # %�/327-1452 J(A(JMSrES K. DELMARTER '"O =LAND PLANNING: OIV11. ��`p R.C.U-564 =--o IuNc SURVEYORS f' PROPERTY LIN DATE: G to j�--s_ueDlws�oN DRAFTING: JOB NO. 14090 I— nElllnarFx s nssDc > LLJ W ry ao %I N n M co to t` M W O to to M tM � , M to M M z to 2 2 LLJ to Z 2 M Z Z z � `��' 8 1 2 3 4 5 6 7 8 9 10 11 m � `�' w 12 13 14 15 v 16 m 0- 20 21 RO co � �, 17 18 19 0) N Q O Q 01 C4 O) N 0) dt0' N N U O A O + ++�F + + + �10' 0' 20' 1 ' 1 ' 20' 120' 1 ~ 0' N #72972 � 22 � /W + I C5 C9 RUSHCUTTERS BAY DRIVE s+3 ,$ C3 fl 0 9+ss. © O C�2+31.00 p N N8954'30"E N �- #72976 54.13 0---•�-•-- S S_.-• s------- - - - s s — /�-- s '--�-'— s S ___ _ _ _ _ v _ _ AAAA _ __ 5_.-__-_z, 0 0 Q O 0 co e2 N 1 Cl C2 0 C4 C5 + j + R/w 23 1 Q' 20' 20' 1r'r t 1 20' 0' 1 M n 132 131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 > 28 27 26 M M to to M M M 25 24 z to z � z z to NOTES & LEGEND W a m �, w m to w to Q n rn 01 a. o. 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. �� INSTALL 100 WATT STREET LIGHT PER C.Q.B. STD. S-31 r cli °' of E-- to `r N STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK '`' + N U w + + 0) PER C.O.B. STD. S-3 0 ~ — S— EXISTING SEWER LINE co (b LLJ cn } © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 0 EXISTING SEWER MANHOLE F cwn w N © PAVE WITH 0.20' AC OVER 0.40' AB. = SD = EXISITNG STORM DRAIN Q U rLLL1 `CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A � 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 : 1"-50 ' -I- INSTALL STREET SIGN PER C.O.B. STD. 5-40 VE R T. 1"— 2' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 inrn : CA rn M d d to N to 358 M : : : : : M. M : : z : z ; : M :M : U ............... ...............•... ...... .....:....._..... .......... .........:...............:..............--..---..........:.........._....'................-............-..:.............. ............. ............. ........... .........,... ...,........ .......-...-. ...... ....-............ ............. ............. ............. ............ ............, ..,..., ..... .. z : : Y: : r 358 ........... ...............z.................... ..... .. co Z Q tr D- a N U M : : : : : : : : : 170 . M M t1D : N W - N 40 C+4 '-i- : - Z : tD : : to O t0 d N : M 356...... ...............:.............:................,..............=........-......:...............:...............:...........,...:...-..........=........._-.................. .. :.......... = ± :M ...................................................................,..................... ........ .._...-....................... 356 : APPROXIMATE NATURAL GROUND : : e= ).500% : CENTER LINE: -0.2009 :0.000 354 . ...................................:.. ..................... 354 ................................ ............. .............. ............NORTH .GUTTER .PROFILE ............ ............ %�..... `� ` 500$ :. ....... o:200%...... .. .... ..... . . - - - - - NORTH GUTTER PROFILE 352 ....... ........ : : :............. 358 : _.. ' :..... :........ :...............:.......:..-............:......-........: :..............:......... :....... :..........._...:............ ..............................................................._......................_................---.....-- --- ----.....__....... _. 356 .. ... ....... ...... APPROXIMATE NATURAL GROUND -- 50p : 0 CENTER LINE -0.200% 354 ....... .............. :. :. :. - SOUTH GUTTER PROFILE : : -0.= pQy, SOUTH GUTTER PROFILE : -•--o w- 352 ; 352352 ..... ....... ......................................,._..� ........_......_...... .............- : :.............. N ..._ :.tM ........... _ ,.............._............. ,.._... f17 : t0 : : : : : : : : : : : : M tMA : U M ttT Kj t0 M M M 01 ujt0 t0 Q' w m ; a : M w m to M 2 to C-4 t0 : : pp : : ; M W - - - N w .................... ....... .......... ..........:.. ... _.........•...........qk.................................. - - - - ..... .. ..... ........ ... ........ .... 2 of .... .. ..... ......... co : tri i Z m �...................... ,o........._... m \ 0 : : : : : : : : t+0 : : : : W m : ± :: : N `a'% �"��� TRACT NO. 722 -�Y. , SRA'! EXHIBIT "A" — STREET PLANS & PROFILES �` DRAWN BY: J.K.D. DATE 8-01-12 HYDIRrA ucs— SHEET 4 F�pRrjf �ESS I RUSHCUTTERS BAY DRIVE"�"- �NRAL= of $ y���s ENGINEERS __ _ ELMARTER 8c ASSOC DELMARTER 8c ASSOC. � rb 17zo > 2018 WESTIMND DRIVE STE. "C. BAKERSFlELD. CA 93307 i• LZ * * BY: PHONE 327-1486 FAX 327-1452 JAMES K. DELMARTER =LAND PLANNING' $l E - 2 7� ..---w- -- �'9 Civ► ��� R.C.E.. 1 564 -- SURVEYOR J _SAND LEVELING: TF OF CAL\E6 �I�/�it � -i- 10 20' 20' 4 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 N 40 C3 39 38 CURVE TABLE 36 ........ .................................................... :.......................................�............. M ........N............ to -....- . .......... ........... ..... .. .. M M 17 37 N to NOTES & LEGEND 2 W CURVE DELTA RADIUS tTANGENT 2 LENGTH Z mIf) M z 2 2 p m 1Q CONSTRUCT s" TYPE "B" CURB AND GUTTER PER C.O.B. �t1 b) d, Mj J INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 IA , df o + N r d N C1 90'04'32" 20.00' 20.03' 31.44' :....: 2 04 + N + rj .................................................................. U........+ ..:................. .............--.............,. m o : PER C.Q.B. STD. S-3 0 —S-- EXISTING SEWER LINE C2 89'55'28" 20.00' 19.97' 31.39' - - - APPROXIMATE NATURAL GROUND W CENTER UNE 0..200% Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 O EXISTING SEWER MANHOLE N T :SOUTH GUTTER FILE S...... P. C3 4552'37" 37.00' 15.66' 29.63' ......... .............. ............."............. ....... ............. W ......... "............. ........... .................... 354 �LL1J CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A co :. EXISTING STORM DRAIN MANHOLE (�1 ...... C4 135'52'37" 42.00' 103.63' 99.60' • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED C4 to SCALES 0.000% PER C.O.B. STD. S-29 r H0 R1Z : 1" —50 NORTH GUTTER PROFILE : + INSTALL STREET SIGN PER C.O.B. STD. S-40 M N 352 = .............. DELMARTER 6 A= VERT: 1"= 2' 0 n 1 2 3 4 5 6 7 8 9 10 11 W 13 ;Z �. .......... n o o. ......................... ...............z..� : m O+ W m : O : : ± CV W�/ b TRACT N0. 7226 0 m LLM co vi t0 n Q^ r O M W W M +n lJ W ti M M 2 , Z c Z Z J� z 2 d W to V d' c F— w U W U m CNI 4m Q o 101 102 103 104 105 106 107 108 109 110 111 2 113 114 115 116 o Q o 29 30 31 N 03 2 33 N lJ o � N + + + 10' 20' 20' 1 ' (72971 O1 1 ' 20' 20' 1' k I C4 %� G G�✓ C1M969 C2 © —L C1 I I C3 e'i1r? � 0+00 '0010 © `- VANCLUSE BAY DRIVE10 N8954'30"E S 5- S S S_ S. _ -. S _ 9+s .00 - S I 10 `- 12+31.00 #729fi7 - f) ^ ::1# S !1 S ^ __ _ ^ � -i- 10 20' 20' __.358.. _ .........:...............:. _....._.._.......... ...:........__..:._...__._..__................. _._..... i....._.._._:.._...... _._.. _ _.... _ _ _.__ ___ ____ 358..... 356 4 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 N 40 C3 39 38 36 ........ .................................................... :.......................................�............. M ........N............ to -....- . .......... ........... ..... .. .. M M 17 37 N to NOTES & LEGEND 2 W 2 2 W Z mIf) M z 2 2 p m 1Q CONSTRUCT s" TYPE "B" CURB AND GUTTER PER C.O.B. �t1 b) d, Mj J INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 IA , df o + N r d N . w STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK : z o : :....: 2 04 + N + rj .................................................................. U........+ ..:................. .............--.............,. m o : PER C.Q.B. STD. S-3 0 —S-- EXISTING SEWER LINE : '- SOUTH GUTTER PROFILE + - - - APPROXIMATE NATURAL GROUND W CENTER UNE 0..200% Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 O EXISTING SEWER MANHOLE N T :SOUTH GUTTER FILE S...... P. PAVE WITH 0.20' AC OVER 0.40' AB. = SD = EXISITNG STORM DRAIN / /� ......... .............. ............."............. ....... ............. ......... "............. ........... .................... 354 �LL1J CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A co :. EXISTING STORM DRAIN MANHOLE (�1 ...... .. . �... _ ........ ...... . .... . ................. • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED C4 to SCALES 0.000% PER C.O.B. STD. S-29 H0 R1Z : 1" —50 NORTH GUTTER PROFILE : + INSTALL STREET SIGN PER C.O.B. STD. S-40 M N 352 = .............. .p - :a VERT: 1"= 2' 0 uNi :d- 1 2 3 4 5 6 7 8 9 10 11 12 13 ;Z __.358.. _ .........:...............:. _....._.._.......... ...:........__..:._...__._..__................. _._..... i....._.._._:.._...... _._.. _ _.... _ _ _.__ ___ ____ 358..... 356 :...............:............... ;. ;. _. ...............:....................... .................. ....... ............. .......... ...... ...... ...... .............. ............. ............. " ............. ............. ..... .. .... . ...... :( 358 ......... ........ .................................................... :.......................................�............. : APPROXIMATE NATURAL GROUND ........N............ to -....- . .......... ........... ..... .. .. . . 358 N to ® CENTER UNE � Ln91)2 Z : Z 2 2 p m :p d- W :: LO In b m W : Q : : .� : : N . w 356 : z o : :....: 2 z N :M 356 .................................................................. U........+ ..:................. .............--.............,. m o : .......... ... .... .........................:..............................................................:...............:............... ...... : : : � ....... .. ...................... m :.Q. r ..... ......:... : ' SOUTH GUTTER PROFILE - - - - APPROXIMATE NATURAL GROUND W CENTER UNE 0..200% - - 65 :SOUTH GUTTER FILE S...... P. 354 = ......... .............. ............."............. ....... ............. ......... "............. ........... .................... 354 352. co :. ... .....•...............'......,........:...............' ...... .. . �... _ ........ ...... . .... . ................. 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P. 352 - - ..............: ............. ............... ............. . ..............: :............_.. :� 352. co :. ... .....•...............'......,........:...............' ...... .. . �... _ ........ ...... . .... . ................. N C4 to Ir: m M N M : : W : m 0- .p - :a LLI : MLo 1[) : uNi :d- .......: .............:.....................:............. : to CNI ;Z �. .......... n o o. ......................... ...............z..� : m O+ W m : O : : ± CV M b TRACT N0. 7226 r ~- r) RAwING C N " T_ 1,1 *747 DRAWN BY: J.K.D. DATE : 8-01-12 DELMARTER & ASSOC BY- (py/z- IA114- JAMES K. DELMARTER R. 17564 DATE: EXHIBIT "A" — STREET PLANS & PROFILES 01 SHEET HEET 5 HYDRAULICS MAL STRUCTURAL-- OF $ ENGINEERS -- VANCLUSE BAY DRIVE DELMARTER & ASSOC. 2019 WESTWNND DRIVE STE. "c' BAKERSFlELD, cA. 93301 PHONE 327-1486 FAX 327-1452 JOB N 0.14090 �-< 4 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53N 52 51 50 49 48 47 ro to M M M M OZ 2 t U W NOTES & LEGEND m W U W U m IA ul 0 CV O� O 0! 1QCONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. v INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 0! o 04 W) + STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK + o cv + o PER C.O.B. STD. S-3 —S— EXISTING SEWER UNE o� Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 0 EXISTING SEWER MANHOLE Q3 PAVE WITH 0.20' AC OVER 0.40' AB. = SO = EXISITNG STORM DRAIN �L1-Ll CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A 0 EXISTING STORM DRAIN MANHOLE V� • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED S C ALE S PER C.O.B. STD. S-29 >> > + INSTALL STREET SIGN PER C.O.B. STD. 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DELMARTER --LAND PLANNING CIv11. �`� R.C.E. 564 D LEVELIN SURVEYORS 9rF OF CA1.�fDATE: I� PR St�BDIVfSiON -DRnFn" JOB NO. 14090 CURVE TABLE z LLj CURVE DELTA LLJ TANGENT LENGTH Cl oo O 20.03' W M 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53N 52 51 50 49 48 47 ro to M M M M OZ 2 t U W NOTES & LEGEND m W U W U m IA ul 0 CV O� O 0! 1QCONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. v INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 0! o 04 W) + STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK + o cv + o PER C.O.B. STD. S-3 —S— EXISTING SEWER UNE o� Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 0 EXISTING SEWER MANHOLE Q3 PAVE WITH 0.20' AC OVER 0.40' AB. = SO = EXISITNG STORM DRAIN �L1-Ll CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A 0 EXISTING STORM DRAIN MANHOLE V� • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED S C ALE S PER C.O.B. STD. S-29 >> > + INSTALL STREET SIGN PER C.O.B. STD. 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DELMARTER --LAND PLANNING CIv11. �`� R.C.E. 564 D LEVELIN SURVEYORS 9rF OF CA1.�fDATE: I� PR St�BDIVfSiON -DRnFn" JOB NO. 14090 CURVE TABLE z 2 CURVE DELTA RADIUS TANGENT LENGTH Cl 90'04'32" 20.00' 20.03' 31.44' C2 89'55'28" . 20.00' 19.97' 31.39' C3 18'13'34" 480.00' 77.00' 152.69' C4 17'28'10" 500.00' 76.82' 152.45' C5 16'46'25" 520.00' 76.66' 152.23- C6 02'08'16" 518.00' 9.67' 19.33' C7 41'33'36" 37.00' 14.04' 26.84' C8 268'39'35" 40.00' -- 187.56' C9 47'47'07" 37.00' 16.39' 30.86' 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53N 52 51 50 49 48 47 ro to M M M M OZ 2 t U W NOTES & LEGEND m W U W U m IA ul 0 CV O� O 0! 1QCONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. v INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 0! o 04 W) + STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK + o cv + o PER C.O.B. STD. S-3 —S— EXISTING SEWER UNE o� Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. 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APPROXIMATE NATURAL GROUND : : APPROXIMATE NATURAL GROUND : :0 CENTER LINE O % CENTER UNE _ 0 500%_ _ o �- 0.582% : _e - 354 : :...............:..... = ==...-..-........ .............. ..--- ........ ........".. : 0.5_a0%� ........................... :. :. :. :. 354 ..- ST GUTTER PR ................. ". . :" EA...........,LL 0.$000.-e 0.20090 -0.000% : : : 1 NV r60 : : : -0.2 :........05�-�.... e_ -U EAST GU PROFILE 352 o.2oox ..........".......... :...............:.............: ....................-... ......................... ...: .................. . ...........-°� " ............. .............. ............... .............:............. X52.. . EAST GUTTER PROFILE EAST GUTTER PROFILE ; TRACT NO. 7226 t} E . RA N EXHIBIT "A" — STREET PLANS &PROFILES ri Cc,,iD c#nAs#4#*4x i MINI . ' ' ROV ITAnoN= SHEET 7 DRAWN BY : J.K.D. DATE 8-01-12 PRIORI oQRQFESS/pygl CIVIL smuclu►zai-- OF 8 ��' `� °f` �' CASTLECRAC DRIVE ENGINEERS - y 5�Fyc DELMARTER & ASSOC ♦ w-�� ` ,_�� E. MARTELLO WAY 2D, � R SSR , RM# #7 4+f�a+rw ._ W Na 17564 rn BY: // PHONE 327-1486 FAX 327-1452 *r * JAMES K. DELMARTER __LANG PLANNING: SURVEYORS OF CAO �FQ� DATE:. 564 ��� �G� PROPER�UNE: Py 7" su DRAFTING: m�� JOB NO.14090 O i NOTES & LEGEND 1D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3 © PAVE WITH 0.20' AC OVER 0.40' AB. CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSR A88A CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 -I- INSTALL STREET SIGN PER C.O.B. STD. S-40 C� INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 —S--- EXISTING SEWER LINE 0 EXISTING SEWER MANHOLE = SD = EXISITNG STORM DRAIN 0 EXISTING STORM DRAIN MANHOLE T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED W N 4 Zz ce Q 0 z D O in IY rl L LL om o z0 o WZ M O I D m o U m Q Om O dd F M coo t 9+00 9 ����- DELMARTER 5 ASSDC "-a>r 8+00 d' ry to M t � t: m M t CURVE 8+40.00 RADIUS TANGENJ co m to + }- r LENGTH Cl 90'04'32" 1 O 20.03' 31.44' C2 89'55'28" 20.00' 19.97' C2 Cl 89'33'59" 30.00' R/W 46.90' C4 90'26'01" 30.00' 30.23' + 68 0 1' 20' 20' 1' do co + t W � .- MM M v ? t U O t7 t t 2 00 h W 0] Q o o N d z t 00 z m � ui `l 00 0 z co J m cp M 1 to F w J Ur w S z_ (A ryW Q 0 9+00 9 ����- DELMARTER 5 ASSDC "-a>r 10+00 TRACT BOUNDARY 11+00 NOO'00'58"W 11+ 0.00 C2 c N M zZz D J D w cn a m a_ O O m 01 10 m 12+00 1 MARVIN STREET 12+60.010 0 Cl 114'1118' 1 18'1112'1 0 Li CURVE TABLE d' ry to M t � t: m M t CURVE DELTA RADIUS TANGENJ co m to + }- r LENGTH Cl 90'04'32" 20.00' 20.03' 31.44' C2 89'55'28" 20.00' 19.97' 31.39' C3 89'33'59" 30.00' 29.77' 46.90' C4 90'26'01" 30.00' 30.23' 47.35' 10+00 TRACT BOUNDARY 11+00 NOO'00'58"W 11+ 0.00 C2 c N M zZz D J D w cn a m a_ O O m 01 10 m 12+00 1 MARVIN STREET 12+60.010 0 Cl 114'1118' 1 18'1112'1 0 Li cD d' ry to M t � t: m M t m U m Q oto m W o N + W + O � co m to + }- r ... .....— ......... w a o ...;...N ............. N C..,)w w q M w Q a M Q ,n, th to M O 101 12 R/W 30' ACCESS EASEMENT PER BOOK 4801, PAGE 1345 O.R.2:1 TYP +ao PROPOSED 18" DEEP EF TEMPORARY SUMP BOTTOM = 354' 1 5.00 ` 14+00 15+t 30' ACCESS EASEMENT PER BOOK 5051, PAGE 873 O.R. 132 1 20' 20' � W N °D > to — to zZz t D W D m >- cn Q a tom a o O co+ O M m N F-dLi W N = w tow Ln 13 14 Cl 0 h h tri to M 2 U m I I M to ul S*Pr' DO7;dAe,- 6*4 4— N N W1-7 & OM4-3 MARKER ' b 16+01.8 v O N — 1 3 Ri-1)#7298)0)) 1 t n M ttiM 2 2 U U w m o a a' M to 5 u7 34' OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 m ry N f t - WW m� w i— ) Q W III lk SCALES HORIZ: 1"-5()' VERT: 1"= 2' 358.......... j .................................................:. 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U �- 358 q M w Q a M O ,n, th to M O O O M t tri M to M w to m O M ='E>•_ iallo, � vi u_ SURVEYORSc 2 t Al ,„ m o OD m 0 co + a w a m � .- + M v 2 V t U O t7 t O 00 h N d W t z m � ui `l ct+i z tr)th J pr) M 1 to J W ..:..................................................:........................M.......................:.........................:...................,.... i ' .. ........... o �..,.....:.,..................... .......... yJ ..... ...... .........,..... fn.. :. _ �.. ..... ..... .... m .. :.. ..� .... to �r . ....... 117 'r t ................ ........... w ......... Q ........... . ......:....................... a t U...... m h I to o ...;...N ............. t U t .. ............ ... ..................... ... ...............,..... ..................... ... .... .... ....... U �- 358 q M w Q a M O ,n, th to M O O O M t tri M to M w to m O M ='E>•_ iallo, � vi u_ SURVEYORSc 2 t Al ,„ m o OD m 0 co + a w a m � .- + M v 2 V t U d6+ d try t to U F X7:0 s'A G 1HE f I A TROVED TRACT NO. 7226 1 I I EXHIBIT "A" — STREET PLANS & PROFILES R(LQf ES$ Jia DRAWN BY:SHEET DATE 8-01-12 sAriirnnbri, SHEET 8 HYDRAULICS CIVIL OF 8 - C3 F DELMARTER & ASSOC STRUCTURAL ENGINEERS � Ma ,7564 MARVIN STREET DELMARTER 8c ASSOC. * * BY. 2019 WESTWND DRIVE STE. 'C" BAKERSFIELD, CA. 93301 PHONE 327-1486 FAX 327-1452 i JAMES K. DELMARTER R.C. .: 7564 elviL ��`� F ='E>•_ iallo, � vi u_ SURVEYORSc F OF CAIS DATE: ` �"� '� 'PRuOF?RILJNE ' . � • JOB NO. 14090 _- ... __ - AL- if