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HomeMy WebLinkAbout1.1-6865 Ph 2KERNSTREET CONSTRUCTtON PLANS TRACT NO. 6865 PHASE 2 CtTY OF BAKERSFtELD COUNTY C AMFO RNtA ASPHALT NOTES STANDARD NOTES ASPHALT CONCRETE PAVING NOTES 1. Asphalt Concrete shall be Type 'A' (modified) for all arterial and collector streets and Type '8' (modified) far local streets and shall conform to the provisions in Section 39, "Asphalt Concrete", of the Standard Specifications and these Special Provisions. 2. 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 ? inch maximum, medium grading. 3. Asphalt Binder for Type 'A' (modified) Asphalt Concrete shall be PG 64-10 performance graded asphalt, unless otherwise directed by the City Engineer. Asphalt Binder for Type 'B' (modified) Asphalt Concrete shall be PG 64-10 Performance graded asphalt, unless otherwise directed by the City 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. 4. The amount of the 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 City Engineer. 5. At least 14 days prior to the start of work, the Contractor shall submit the following for the City 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 so Section 39-2.02, "Aggregate", of the Standard Specifications and these Special Provisions. Material sieve analysis and sand equivalent test results shall not be older than six (6) months. All other test results shall be no 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 D2041. 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 Contractor shall bear all the costs associated with the asphalt concrete mix design. 6. Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement is to be saw cut in a neat straight line, either parallel or perpendicular to the centerline of the street, and at a minimum distance of one (1) foot from the existing edge of pavement. 7. 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. 8. 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. 9. Paving seams shall be located to match designed traffic lane stripe locations unless otherwise permitted by the City Engineer. 10. Intersections and tapered shoulders shall be surfaced as directed by the City Engineer. Additional asphalt concrete shall be placed at road connections and private drive where shown on the plans and as directed by the City Engineer and shall be hand raked, if necessary, and compacted to form smooth, tapered connections. 11. 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 operation resume. 12. Where compacted thickness of o 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. 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 operation resume. 13. Asphalt Concrete shall be compacted to a minimum of 92 percent of the maximum theoretical density as determined by ATSM 0-2041. In-place density shall be determined in accordance with California Test 375. 14. If the In --Place Density of any lot of asphalt concrete is less then 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, are to be adjusted. Asphalt concrete spreading operations shall not continue until the contractor has notified the City Engineer of the adjustment that will be mode in order to meet the required compaction. If any successive test after notice is given does not meet the specific range, the asphalt concrete represented by that lot shall be removed and replaced with material that meet the In -Place Density requirements. 15. if the test results for any lot of asphalt concrete indicate that the relative compaction is either less than 90 percent or more than 96 percent 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 contractor's expense. 16. The Field Density of compacted asphalt concrete shall be determined by. A. A properly calibrated nuclear asphalt testing device in the field, or B. ASTM 01188 when slabs or cores are taken for laboratory testing. Zinc Stearate may be substituted with paraffin. C. In case of dispute, method "B" shall be used. 17. If the finished surface of the asphalt concrete does not meet the specified surface tolerances, it shall be brought within tolerance by either: A. Abrasive grinding with equipment utilized diamond blades, B. Removal and replacement, or C. Placement of an asphalt concrete overlay. The method will be selected by the City Engineer. The corrective work shall be at the contractors expense. 18. If abrasive grinding is used to bring 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 o constant offset from, and 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 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 coot shall be applied to all finished asphalt surfaces at the contractor's expense. The Fog Seal coot shall be either rejuvenating agent or asphalt emulsion as directed by the City Engineer. 19. Arterial and collector street base material shalt be crushed aggregate base (CAB) conforming to Section 200-2.2 of the "Greenback". Base material for local streets shall. be CAB or fine gradation Crushed Miscellaneous Base (CMB) conforming to Section 200-2.4 of the "Greenbook"??. ?.which allows up to 50% of the volume to be reclaimed asphalt concrete Portland cement concrete, lean concrete base, cement treated base or a combination of these materials. Other recycled bases shall not be allowed. Aggregate base shall be compacted to a minimum of 95% of maximum dry density. 20. Paving contractor shall grade the paving areas to the following modified Caltrans standard specification section 19-1.03 per the City of Bakersfield: Immediately prior to placing subsequent layers of material thereon, the grading plane shall conform to the following: A. When asphalt concrete or asphalt concrete base is to be place on the grading plane, the grading plane at any point sholl not vary more than 0.04 foot above or below the grade established by the engineer. B. When the subbase or base material (other than asphalt concrete base) is to be place on the grading plane, the grading plane at any point shall not vary more than 0.04 foot above or below the grade established by the engineer. EL�t7 PAD 1.5' ABOVE F C A C , 8 1 20' r2 2 I PAD 1.5' ABOVE F/L 2% 2% ?% W12' SEE PLANS FOR STREET DIMENSIONS TYPICAL TYPE "A" CURB AND GUTTER W/4.5' WIDE SIDEWALK 1. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER PRIOR TO THE AGGREGATE BASE BEING INSTALLED. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FOR THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE: (805)326-3049. 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 9. DELMARTER AND ASSOCIATES 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 ASSOCIATES 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 M20 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. 20. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 21. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN ON THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 22. LUMENAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 23. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR 00 NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 6' MASONRY WALL SEE WALL PLANS PAD TYPICAL TYPE "A" CURB AND GUTTER W/5.5' WIDE SIDEWALK T.1 = 4.5 - MIN. "R" VALUE = 15 0.20' TYPE "B" ASPHALT CONCRETE 0.65' AGGREGATE BASE R = 78 MIN. 0.50' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY LOCAL STREET SECTION NOTE SECTIONS SHOWN ARE SCHEMATIC ONLY AND HAVE NO SCALE VARIES 45' - 61' 11VARIES 34' - 50' r 2' R/W EAST OF C/L PER DOC. NO. 0216031972 O.R. 0' -181 a 0.6' MAX ?•1 0.4' MAX EXIST w Z Z 0 Z E- H 0 fn EAST PACHECO ROAD E_ w w E_ H U) EAST FAIRVIEW ROAD RACT 6865-2&3 W. ------ F�za EAST PANAMA LANE VICINITY MAP N.T.S. ESTIMATED QUANTITIES TYPE "B" CURB & GUTTER 5878 LF MEDIAN CURB SIDEWALK --- RESIDENCE DRIVEWAY SIDEWALK STREET SPECIFICATIONS 28427 SF AC PAVING STREET LIGHT 2126 TON AGGREGATE BASE MEDIAN CURBS 3067 CY MONUMENT MINIMUM ACCESS DESIGN (DRIVEWAYS) 12 EA STREET LIGHT 100 WATT --- STREET LIGHT 70 WATT 9 EA METRO STREET SIGN --- STANDARD STREET SIGN 6 EA TRAFFIC CONTROL SIGN 2 EA CROSS GUTTER 671 SF SAWCUT --- CITY OF BAKERSFIELD / CAL -TRANS STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: Q Q O R Z O E_ E_ O U STD. NO. DESCRIPTION ST -1 CURB & GUTTER ST -3 SIDEWALK ST -7 RESIDENCE DRIVEWAY ST -9 THROUGH ST -11 STREET SPECIFICATIONS ST -13 SURVEY MONUMENT ST -14 STREET LIGHT ST -17 WIDE CROSS GUTTER ST -18 MEDIAN CURBS T-1 STREET SIGN T-12 MINIMUM ACCESS DESIGN (DRIVEWAYS) T-19 MISC. SIGN DETAIL RSP A88A HANDICAP RAMP PER CAL -TRANS STD. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BT ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITHIN STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORETHE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C372217 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. T.I. = 6.0 - MIN. "R" VALUE = 15 0.30' TYPE "A" ASPHALT CONCRETE 0.85 AGGREGATE BASE R = 78 MIN. 0.50' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY SPARKS STREET SECTION SHEET INDEX SHEET 1. TITLE N89°31'28"W 2. ESTAVEZ STREET PARCEL MAP SPARKS STREET 3. CORREGIDORA AVENUE AJOONI COURT GARBER WAY 4. SALAZAR AVENUE PIZARRO STREET 5. CHAPULTEPEC AVENUE TREVINO COURT KEY MAP APPROVED BY Z REVIEWED BY ASST. PUBLIC WORKS DIRECTOR r----Yt✓' 1' r REVIEWED BY TRAFFIC ENGINEER ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED, BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. i IA AC 1/ fl Cl AAAOTC'� O �` 1= 1'7�RA rI ATC BENCH MARK USED TOP OF CONCRETE MONUMENT IN LAMPHOLE © INTERSECTION OF EAST PANAMA LANE AND SOUTH UNION AVENUE ELEV. = 361.36 U.S.G.S. BENCH MARK SET NE CORNER CONCRETE ENCASEMENT © INTERSECTION OF EAST PANAMA LANE AND SPARKS STREET ELEV. = 362.32 U.S.G.S. BASIS OF BEARINGS THE BEARINGS OF N89°31'28"W FOR THE C/L OF EAST PANAMA LANE PER PARCEL MAP NO. 11250 PARCEL MAP BK. 55, PG. 103 7M:LNARTER 6 ASSOC W z W > m o 2 3 m Q RADIUS TANGENT LENGTH O 45'52'37" 37' 15,66' 29.63' C2 135'52'37" 42' -- 1 99.60' C3 1'41'50" 1500' 22.22' 44.43' 2 R/W I— W W (n z CQ G Q �� I II I II I 6+35,00 7+25,00 2 LOT 8+00 I MASONRY WALL SEE WALL PLANS O C3 4 1 5 SPARKS STREET )0 M 9+00 NOO'25'13"E 10+00 1 ml 11ELNARTER 6 ASSOC cnw; a�mr R/W PER REXLAND ACRES SUMP DRAWING +00N00'35'43"E 12+00 13+00 CURVE TABLE 2 3 CURVE DELTA RADIUS TANGENT LENGTH Cl 45'52'37" 37' 15,66' 29.63' C2 135'52'37" 42' -- 1 99.60' C3 1'41'50" 1500' 22.22' 44.43' R/W I— W W (n z CQ G Q �� I II I II I 6+35,00 7+25,00 2 LOT 8+00 I MASONRY WALL SEE WALL PLANS O C3 4 1 5 SPARKS STREET )0 M 9+00 NOO'25'13"E 10+00 1 ml 11ELNARTER 6 ASSOC cnw; a�mr R/W PER REXLAND ACRES SUMP DRAWING +00N00'35'43"E 12+00 13+00 2 III 2 3 2 i u / /nJ N U l w u7 Zo m a a Q L /� O < O O4 N N O ry Q m W Y N N y / + N O+i p II I 10 9 s00 8 7 NOTE : AN ENCROACHMENT PERMIT SHALL Q QZ 10' WIDE. P.U.E. & PEDESTRIAN EASEMENT in I BE OBTAINED FROM THE KERN COUNTY PUBLIC PER FINAL MAP I' Z R/W ORKSTIE-IN TO WET FOR EXIST STRERIGHT-OF-WAY. NSUMP I �\ Y a C2 \ nn t_J__ (n� LJ_ Cl m NOO.28'32"E 7+60.00 8-00 �ESTAVEZ °oma o STREET 9+80.00 7+90.00 7+98.00 _ 0 __S ____ 00 ------- O -.. __-.___ uNi v LA ry R/W I— W W (n z CQ G Q �� I II I II I 6+35,00 7+25,00 2 LOT 8+00 I MASONRY WALL SEE WALL PLANS O C3 4 1 5 SPARKS STREET )0 M 9+00 NOO'25'13"E 10+00 1 ml 11ELNARTER 6 ASSOC cnw; a�mr R/W PER REXLAND ACRES SUMP DRAWING +00N00'35'43"E 12+00 13+00 SCALES HORIZ: 1"=50' VERT: 1 7 8 9 10 7 8 9 10 11 12 13 27 i I m o p M N O ! m mm z N� J _- I 1 ; ' i.. i 1 - S � _ ------- ww - 1 of °? i M 1 i 7 4'1 t i i Z� 2 2 '2 t E i ' 3 Q "� i r { N NM i 1 I+ 1i +++ I I ; I + 7 I I! .V M M M L tJ a co m 362 1 o i 1 ; I i362 1 ! 1 of I N I 1+ 1 i ! ! ! i'• ! ! f 1 I I / i 1 I I m 4 ;o ; t i 1 { EXIST CATCH BASIN I APPROXIMATE NATURAL GROUND �-� ; 1 CENTER LINE - 27 r 1 i � D. 33 , I i -- i i t 009 _ -- i 02 _ EXIST CURB & ' 36 i R UTTER 360 , s t i 1 WEST GUTTER PROFI4E 358 , I i ! 3 7 i I CK 356 7 7 { 1 [ t ± i N ! of O C 7 f Q Q U 362_._.-.. N m STRIPING PLAN + + + f O ....._.._360 __. .:.__.._... ._..._..- i ..-_, i _ _.. _. t .i . _._-... r .. _. _ __._. _ _ _ i . _..-_... ._ . , r. ... _._ ...._ 4 ....... . i -._._. _ ......... _. _. i ._............. ...... I .__._..-._ _ DETAIL 22 i 1 i i 013209 i i I i r --- 13+21.17 I t t ! t t ! ! t DETAIL 27B ! I EAT GUTTER PROFIL 7+81.00 1 i I i _____— _—� _—-___�--_— --- Q 1 `• { 1 1 ! 7 1 1 ! LIMIT OF PAVING 17) ' 1 R/W PER DOC. NO. 0216031972 O.R. NOTES & LEGEND -i TRAFFIC CONTROL SIGN 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.0.8, + INSTALL STREET SIGN PER C.O.B. STD. S-40 STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-3. (4.5' WIDE SIDEWALK ON ESTAVEZ) PER C.O.B. STD. 5-29 © PAVE PER SECTION SHOWN ON SHEET 1 o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 � INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 �cTt�r) PROPOSED SEWER OR STORM DRAIN MANHOLE CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A S---- PROPOSED SEWER UNE -=SJ � PROPOSED STORM DRAIN J a 15' T 4' TYP �— CONSTRUCT 6" TYPE "A" DRIVEWAY PER 3' WING PROPOSED STD. ST -7 16' TYP TYP TRACT NO. 6865 PHASE 2 DRAWN BY : JKD DATE : 9-14-15 ELMART�EQR��& ASSOC.— BY: if L!/"' &44 JAMES K. DELMARTER R.C. .•)117564 Q �J DATE: EXHIBIT "A" — STREET PLANS & PROFILES SHEET 2 ANTTATUCS - t 4u ( ---5-__r CIVIL 5`��RpC=�_ OF 5 _ ESTAVEZ STREET ENGINEERS FTaAnnuis__a. DEL SPARKS STREET MARTER & ASSOC. 2019 WESTWIND DRIVE STE °C' BAKERSFIELD, CA. 93301 PHONE 327-1486 FAX 327-1452 1.1-6865 Ph 2 °P"KN SURVEYOR CITY RECORDS -NO. - JOB NO.14091B N 1 2 3 4 5 65 'Lo 'r' ADDITIONAL PAVING FOR 540' Zo m 12' WIDE x LONG TRANSITION w/ 6' SHOULDER d- _ W W M obi 0! C!Mo R/W PER DOC. N0, 0216037972 O.R. n ( )M V N s00 M NOTE : AN ENCROACHMENT PERMIT SHALL Q QZ BE OBTAINED FROM THE KERN COUNTY PUBLIC m Z ORKSTIE-IN TO WET FOR EXIST STRERIGHT-OF-WAY. NSUMP a WORK WITHIN -OF-WA RIGHTT nn t_J__ (n� LJ_ v m a N N uNi Q ry + = a + O+i 0 w m 0 0 SCALES HORIZ: 1"=50' VERT: 1 7 8 9 10 7 8 9 10 11 12 13 27 i I m o p M N O ! m mm z N� J _- I 1 ; ' i.. i 1 - S � _ ------- ww - 1 of °? i M 1 i 7 4'1 t i i Z� 2 2 '2 t E i ' 3 Q "� i r { N NM i 1 I+ 1i +++ I I ; I + 7 I I! .V M M M L tJ a co m 362 1 o i 1 ; I i362 1 ! 1 of I N I 1+ 1 i ! ! ! i'• ! ! f 1 I I / i 1 I I m 4 ;o ; t i 1 { EXIST CATCH BASIN I APPROXIMATE NATURAL GROUND �-� ; 1 CENTER LINE - 27 r 1 i � D. 33 , I i -- i i t 009 _ -- i 02 _ EXIST CURB & ' 36 i R UTTER 360 , s t i 1 WEST GUTTER PROFI4E 358 , I i ! 3 7 i I CK 356 7 7 { 1 [ t ± i N ! of O C 7 f Q Q U 362_._.-.. N m STRIPING PLAN + + + f O ....._.._360 __. .:.__.._... ._..._..- i ..-_, i _ _.. _. t .i . _._-... r .. _. _ __._. _ _ _ i . _..-_... ._ . , r. ... _._ ...._ 4 ....... . i -._._. _ ......... _. _. i ._............. ...... I .__._..-._ _ DETAIL 22 i 1 i i 013209 i i I i r --- 13+21.17 I t t ! t t ! ! t DETAIL 27B ! I EAT GUTTER PROFIL 7+81.00 1 i I i _____— _—� _—-___�--_— --- Q 1 `• { 1 1 ! 7 1 1 ! LIMIT OF PAVING 17) ' 1 R/W PER DOC. NO. 0216031972 O.R. NOTES & LEGEND -i TRAFFIC CONTROL SIGN 10 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.0.8, + INSTALL STREET SIGN PER C.O.B. STD. S-40 STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-3. (4.5' WIDE SIDEWALK ON ESTAVEZ) PER C.O.B. STD. 5-29 © PAVE PER SECTION SHOWN ON SHEET 1 o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 � INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 �cTt�r) PROPOSED SEWER OR STORM DRAIN MANHOLE CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A S---- PROPOSED SEWER UNE -=SJ � PROPOSED STORM DRAIN J a 15' T 4' TYP �— CONSTRUCT 6" TYPE "A" DRIVEWAY PER 3' WING PROPOSED STD. ST -7 16' TYP TYP TRACT NO. 6865 PHASE 2 DRAWN BY : JKD DATE : 9-14-15 ELMART�EQR��& ASSOC.— BY: if L!/"' &44 JAMES K. DELMARTER R.C. .•)117564 Q �J DATE: EXHIBIT "A" — STREET PLANS & PROFILES SHEET 2 ANTTATUCS - t 4u ( ---5-__r CIVIL 5`��RpC=�_ OF 5 _ ESTAVEZ STREET ENGINEERS FTaAnnuis__a. DEL SPARKS STREET MARTER & ASSOC. 2019 WESTWIND DRIVE STE °C' BAKERSFIELD, CA. 93301 PHONE 327-1486 FAX 327-1452 1.1-6865 Ph 2 °P"KN SURVEYOR CITY RECORDS -NO. - JOB NO.14091B Yi 2 T£LNARTER 5 ASS9CLd fGl 42 41 18' 12 15 T PAVE 2" AC OVER NATIVE Lli STREET PLANS &PROFILES D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + 0 TEMPORARY TURN -AROUND Q U REMOVE WITH PHASE 3 L -I "i DRAWN BY JKD DATE 3-14-16 LJ I o\C3 SHEET 3STD. N OF 5A-" HIDIRPER M rnoi QROFESSID Ld M Z � 1Oi W U ]1EUWR'fER 6 ASSOC. Q ------- uO M T w Q ° N00'36'43'E i -�— W M U % o fGl 42 41 18' 18' 12 15 T PAVE 2" AC OVER NATIVE EXHIBIT "A" STREET PLANS &PROFILES D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + 0 TEMPORARY TURN -AROUND m REMOVE WITH PHASE 3 S-7 NTH 4.5' WIDE COMBINATION TYPE SIDEWALK O.O.B. STD. S-3. "i DRAWN BY JKD DATE 3-14-16 Llj o\C3 SHEET 3STD. N OF 5A-" HIDIRPER rnoi QROFESSID N M Z � 1Oi �' PAVE WITH 0.20' A.C. OVER 0.65' A.B. ]1EUWR'fER 6 ASSOC. Q ------- uO M 0+00 00 1+00 01 2+00 QCO a m + I66.38 N00'36'43'E i -�— � e I 00— - - O GARBER C5 2WN m 1 i \ I 100 WASTREET LIGHT PER C.O.B.SD. S-37 "°'1754CONSTRUCT EXIST CATCH BASIN /C3 \ w -}- R/W U m U m a W. H to Q BY&: ' o 0 S j J NOTE: AN ENCROACHMENT PERMIT SHALL 18' 18' 12' N oR u TEMPORARY TURN -AROUND EASEMENT CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A mron o rm"Z TO C.O.B. PER DOC. #Q2.LW39-Y_fL O.R. WORKS DEPARTMENT FOR TIE-IN TO EXIST STREET. I I 36 37 38 39 18 17 +++ + + NNN M I 40 10' 1MDE P.U.E. & t 75 74 73 72 18' 18' 12 15 T PAVE 2" AC OVER NATIVE EXHIBIT "A" STREET PLANS &PROFILES D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + 4' TYP INSTALL STREET SIGN PER C.O.B. STD, S-40 CONSTRUCT 6" TYPE "A" DRIVEWAY PER TEMPORARY TURN -AROUND REMOVE WITH PHASE 3 S-7 NTH 4.5' WIDE COMBINATION TYPE SIDEWALK O.O.B. STD. S-3. R/W DRAWN BY JKD DATE 3-14-16 Llj o\C3 SHEET 3STD. N OF 5A-" HIDIRPER PER C.O.B. STD. S-29 16' TYP QROFESSID N N C6 7 �- PAVE WITH 0.20' A.C. OVER 0.65' A.B. •- Q ------- uO M 0+00 00 1+00 01 2+00 QCO a m + I66.38 N00'36'43'E i -�— C4 e I 00— - - O GARBER C5 --- - - --- -� WAY CID N 1 i \ I 100 WASTREET LIGHT PER C.O.B.SD. S-37 "°'1754CONSTRUCT EXIST CATCH BASIN /C3 \ i -}- R/W U m U m a TO COUNTY SUMP �. N Q BY&: ' o 0 S j J NOTE: AN ENCROACHMENT PERMIT SHALL 18' 18' 12' N oR u BE OBTAINED FROM THE KERN COUNTY PUBLIC CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A ----5--- PROPOSED SEWER LINE CIyl1 . E WORKS DEPARTMENT FOR TIE-IN TO EXIST STREET. I I 36 37 38 39 18 17 M 16 15 I 10' 1MDE P.U.E. & t CURB RETURNS & CROSS ao PEDESTRIAN EASEMENT Z�y M Z IL-' U M C(TY RECORDNO. PER FINAL MAP JOB NO. 140918 Irl x R _ /W M W ~ U m 7 m = � X w r � ¢ = x C7 a 0+00' m m © 1+00 I { N00'2832"E! p 2+00 2+20.00 6 ri o N M p D0 AJOONI COURT(D N 71 R/W 5+00 c __ 6+00_.. 3+73.59 Q N89'31'28"W REGIDORA AVENUE 0 R/W 76 70 t` h M 2 w N Z N WaW Q 0 Q n I-- 69 69 (L a CL --------- 7+00----- — - { GO ________ 00 �- N - 77 LIMIT OF PHASE 1 8+00 \ 7+66.59 8+61.50 N 78 M W °W W T Z T d- w n 2 a h IIEIMARTER & ASSOC W 15 T EXHIBIT "A" STREET PLANS &PROFILES D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + 4' TYP INSTALL STREET SIGN PER C.O.B. STD, S-40 CONSTRUCT 6" TYPE "A" DRIVEWAY PER -In - S-7 NTH 4.5' WIDE COMBINATION TYPE SIDEWALK O.O.B. STD. S-3. PROPOSED STD. ST -7 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT\3WNG TYP DRAWN BY JKD DATE 3-14-16 Llj GARBER WAY SHEET 3STD. N OF 5A-" HIDIRPER PER C.O.B. STD. S-29 16' TYP QROFESSID N N u PAVE WITH 0.20' A.C. OVER 0.65' A.B. Q uO M DELMARTER ASSOC. o � a m _aF 1NGINEERS M M DELMARTER ASSOC.INSTALL WIDE CROSS GUTTER PER C.O.B. STD. S-35 100 WASTREET LIGHT PER C.O.B.SD. S-37 "°'1754CONSTRUCT Q N U w 2019 WNDRIVE STE 'C' SAKEHSMELD. CA. 93301 U m U m a PROPOSED SEWER OR STORM DRAIN MANHOLE Q BY&: ' o 0 S n J JAMES K. DELMARTER N oR u SURVEYORS CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A ----5--- PROPOSED SEWER LINE CIyl1 . E 17564 1.1-6865 Ph 2 18 17 16 15 I 10' 1MDE P.U.E. & CURB RETURNS & CROSS PEDESTRIAN EASEMENT Z�y GUTTER CONSTRUCTED WITH PHASE 1 C(TY RECORDNO. PER FINAL MAP JOB NO. 140918 R _ /W MNG C2 Go C7 0+00' © 1+00 I { N00'2832"E! - 2+00 2+20.00 i--�-- D0 AJOONI COURT(D S - 2}92.71 POC - 359.90 Cl 00 DO / C2 _ 11 12 13 14 O 0 L1J W � m u / /1 M M M Q Q Z Z U m o + a �Wrxrwa(hmoiD1 - - 11i'i!!sIiii'iii1t?FI:tt +M C.�1!IiI4 274'18'46� " 4._0- ' _ 79 7.5 1 ' C5 90'08'11" 20' 20.05' 31.46' ''1!i!1t1ii1i1i!,I1I•!Ii!Ii! ___iiiI!Iiit'11iIt!'iII1! _ ,1III1+ii,jiji!!!f;i!iii'Il1''ij1 SCALES CALES C6 89'51'49" 20' 19.95' 31.37' HORIZ: _- 1"=5W "=50 VERT: 1 .._2_.__._ ..- ' 0 1 2 3 4 5 6 7 8 9 0 1 2 3 14 _'__ t. _ Z APPROXIMATE NAy URAL GROUND t 16 0 CENTER LINE t ! + + + _._.._ f + APPROXIMATE NATURAL ROUND WEST GUffrERPROFILE CENTER LINAPPROXIMATE NATURAL `GROUND ENTER LINE1 i' /0 C I 0.24k 200EST GUTTER PROFILE o NOR1H GUTTER PROF now m Kit-: + 356.___.-._. _-_._ , rn rn l ^i.Of i ¢ pi APPROXIMATE NATURAL GROU ®CENTER LIN1 i I + +I + + ,_ 0500% -0-4487 APPROXIMATE NATURAL GROUND CENTER LINE EAST GUTTER PROFILE APPROXIMATE NATURAL GROUND ENTER LINE ioC +— LE ��FLw�x0�m�N7-. 1ii!tiIII! - -'� -• - -t;i!!$I!!iI �``��'�OT�FS - jii!Iiv'1I1, -__ 381_ % EASTGUTTER PROFILE -0200% IiI!i11I1 SNE :- iijI!iI1i - -- -- --_35 8. I In SOUH GUTTER PROFILE + + + oTRACNO. 6865 PHASE 2 TABLE CURVE DELTA RADIUS TANGENT LENGTH Cl 47'09'23" 33' 14.40' 27.16' C2 137'09'23" 42' --- 100.54' C3 47'09'23" 35' 15.28' 28.81' NOTES & LEGEND 15 T EXHIBIT "A" STREET PLANS &PROFILES D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + 4' TYP INSTALL STREET SIGN PER C.O.B. STD, S-40 CONSTRUCT 6" TYPE "A" DRIVEWAY PER -In - S-7 NTH 4.5' WIDE COMBINATION TYPE SIDEWALK O.O.B. STD. S-3. PROPOSED STD. ST -7 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT\3WNG TYP DRAWN BY JKD DATE 3-14-16 GARBER WAY SHEET 3STD. N OF 5A-" HIDIRPER PER C.O.B. STD. S-29 16' TYP QROFESSID CIVIL u PAVE WITH 0.20' A.C. OVER 0.65' A.B. INSTALL 70 WATT STREET LIGHT PER C.O.B. STD, S-37 DELMARTER ASSOC. C0RREGID0RA AVENUE _aF 1NGINEERS DELMARTER ASSOC.INSTALL WIDE CROSS GUTTER PER C.O.B. STD. S-35 100 WASTREET LIGHT PER C.O.B.SD. S-37 "°'1754CONSTRUCT ,56 AJ00NI COURT 2019 WNDRIVE STE 'C' SAKEHSMELD. CA. 93301 PROPOSED SEWER OR STORM DRAIN MANHOLE BY&: ' PHONE 327-1486 FAX 327-1452 JAMES K. DELMARTER oR u SURVEYORS CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A ----5--- PROPOSED SEWER LINE CIyl1 . E 17564 1.1-6865 Ph 2 ofvALF PROPOSED STORM DRAIN C(TY RECORDNO. JOB NO. 140918 0 m M 11E1J41RTFR S ASSBC. 2 W N z a W a ,n Q/ TEMPORARY TURN -AROUND ENT TO C.O.B. PER DOC. # 4 ASEM>Y_ys1 O.R. n + 43M n 61 60 PAVE 2" AC OVER NATIVE TEMPORARY TURN -AROUND REMOVE WITH PHASE 3 / / \ C4 59 58 57 R/W 56 C5 3+72.95 t 00 4+00 5-EOD_U 7+6 fet9p N89'31'28"Wyj.00__" U) Ln _- _ _ ._ _._ ,--.-._,_ Q + n55 T_ O PER C.0.8, STD. S-3. a_. a_ 62 63 64 65 /C4 Li 1 © PAVE WITH 0,20' A.C. OVER 0.65' A.B. M ro Q R/W ao M Ld L� C6 M W N z J S W W LLI U) Ln W < Q + n55 T_ 6 7 PER C.0.8, STD. S-3. a_. a_ 8+60.95 - L _sem _ = DELNARTER b ASSOC 1+45.00 2+00 Co 2+ N00'28'32=E I - DO - - PIZARRO STREET � 10� R/W - N I LLI I -I- I ( STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALKPROPOSED 5 6 7 PER C.0.8, STD. S-3. z 62 63 64 65 66 67 Li 1 © PAVE WITH 0,20' A.C. OVER 0.65' A.B. M ro Q 5 ao M Ld L� W/'� W (W(� ll J 2 w N of LJ J l�J) M (J( J M Li f) —,i) =� PROPOSED STORM DRAIN J w W (n 8 () 0 n U) <} 4 N = LdLd A --_L M z� v V) (L d- 54 12' 18' 18' Q / R/W )0- Cl 1+45.00 2+00 Co 2+ N00'28'32=E I - DO - - PIZARRO STREET � 10� R/W - N I 15' T a I -I- I ( STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALKPROPOSED 5 6 7 PER C.0.8, STD. S-3. N 62 63 64 65 66 67 68 1 © PAVE WITH 0,20' A.C. OVER 0.65' A.B. 19 4 5 -Li Ld L� W/'� W (W(� ll J l�J) M (J( w V 1 Vn M < —,i) =� PROPOSED STORM DRAIN L = CURVE TABLE M z� CURVE DELTA RADIUS TANGENT LENGTH Q 2 �- w Cl 90'00'00" 20' 20.00' 31.42' w �' Z C2 90'07'53" 20' 20.05' 31.46' a a C3 89'52'07" 20' 19.95' 31.37' a Q rn C4 47'09'23" 35' 15.28' 28.81' _ a N n C5 274'18'46" 40' --- 191.51' of ° Q a n C6 47'09'23" 33' 14.40' 27,16' + e C7 137'09'23" 42' --- 100.54' # 20 21 27 26 10' WIDE P.U.E. & PEDESTRIAN EASEMENT PER FINAL MAP C7 " C6 W O 4+00 4+05.00 —1 r4+77.71OC 359.85 5 22 23 24 SCALES HORIZ: I"=50' VERT: I"= 2' NOTES & LEGEND 15' T a 3 -I- INSTALL STREET SIGN PER C.O.B. STD. S-40 4 STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALKPROPOSED 5 6 7 PER C.0.8, STD. S-3. • 8 PER C.O.B. STD. S-29 - 1 © PAVE WITH 0,20' A.C. OVER 0.65' A.B. 2 3 4 5 INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 03 CONSTRUCT WADE CROSS GUTTER PER C.O.B. STD. S-35 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 PROPOSED SEWER OR STORM DRAIN MANHOLE �FT7�Q CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A — S-- PROPOSED SEWER LINE —,i) =� PROPOSED STORM DRAIN ! 1 i ? ! ? Z n m j • ` 1 1 � { ! 1 ! 1 rw I 1 { ' N i 2 { ( 2 R 2 1 2 I I ! ! ' t i I1 i = ? I i S` •' U ai of i U I O 1 • f 1 f a i i i i a ( ! I a I m � In i w Vl a I a I 2 2 O P I n I 1 ! I i i 1 1 ci n f 1 i I of co i V + I + + + n n i ! M ? r 1 ! i + n t i ? I 1 U U } N W m M _� M } I M -- + I t i ------------------ " PROXIM TEN AL GROUND A NA"AL �A CENTER LINE f • Z G n 380......____ ? _ _ .._.__..___. -s- _._.._._.. ___._ .. __..__. _� i ; , __. �_ -.._ - _... _.-__ _...___._ _. __. ._-. _,i . .._.-.-.. ._... i _ ...__.... _. _.. _ __. _.. 1- __. .. ___....______ -i _._..._ _. t-� ___.- ._____. -_.. � ..._ --.._-__.. _- .__....- l I .. _--..-._____. .. _. _. __. ., ._._ ,.... � I ._. _,__ ! _.. -} .... .._,.._ -_._. i- ? __.. ..___..._ - -._ , ____... - 3 i, T' r 0.20.0% 1 a.367% r i 0. 007 � 1 !I rI ! EASTI'GU-TER PROFILE I i ii I i i __...... �NOTR LUTR PROFLE l - _ . _.___----------- _358 s 356 i , r r r I I i ai t ! 4 i 1 z ) I 1 w w ! t ai 1 m r ? IY I 10 0 n I 1 r< n I ! I I : I , ? i 1 i 1 _.. 4 r + n t +, . 1 '+ .. IM - M - + M ! _? 1 - + I d _ .. -- ---- - - - .. _..__.3.62 _- ! ? � PROXIMATE NATUiRAL GROUND 1� 1 1 + ' i I I APPROXIMATE NANR.�L GROUND I 1 = ! I • ? 1 �0 CENTER LINE ! 1 ! Y® EENTER LINE —i t ! V ? t ! t ! 1 1 t 1 ( ! } I � ! 1 ! t I i I I I 1 _ _ 1 , _ ! __. .-..._a _____-...- I _ ..__ i _-- i • ! __._._ __ _-------- L 0.4619Si -0.200% f i 1 ! 1 ! ! 1 ! ' --�� I 0.203% !EAST GUTTER PROFILE I , ! I 1 ? ! - I f I 8.----- I ! t t 1 i r 1 r i i i I ! V • 1 ! I ! I I I TRACT NO. 6865 PHASE 2 NOTES & LEGEND 15' T a 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B.. -I- INSTALL STREET SIGN PER C.O.B. STD. S-40 4' TYP CONSTRUCT 6" TYPE "A" DRIVEWAY PER STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALKPROPOSED STD. ST -7 3' YANG PER C.0.8, STD. S-3. • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 - 16' TYR TYP © PAVE WITH 0,20' A.C. OVER 0.65' A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 03 CONSTRUCT WADE CROSS GUTTER PER C.O.B. STD. S-35 INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 PROPOSED SEWER OR STORM DRAIN MANHOLE �FT7�Q CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A — S-- PROPOSED SEWER LINE —,i) =� PROPOSED STORM DRAIN EXHIBIT "A" - STREET PLANS & PROFILES LS == SHEET 4 DRAWN BY : JKD DAT9�16 _eOw -- IjYDRM11.1C5-- CIVIL Sniucr�i' -_ OF 5 D _LMARTER & ASSOC. SALAZAR AVENUE ENGINEERS _-__ PIZARRO STREET 2019 WEE TMM DRRTER, BAER�ALDSOC 1 BY: PHONE 327-1486 FAX 327-1452 JAMES K. DELMARTER R.C. : 564 1.1-6865 Ph 2 DATE: 28-17 CITY RECORDS NO. JOB NO. 14091B UEINARTER 4 ASSDC LLJ G v LLT LLJ N Ld M O rn i N �- m I1El1NR'IFR & ASSOC: m �. N m n i (� 0IR 0 o LD= m m to r Q N a O W LJ N N M M n M 1 e n r} Q., It 1 2 i i c7T M M 1- LLI = U U N 2 �' W i Z O 2 Z w O W x I— Ul w m a ns, rW/� m. W S w m S w m m _ °_ V) o o w v/ nCKn rmi m NU m ^Q' n CL �r emn n m p O ,{ W rp N W W r M N W m < O O O m < !i1 m r � LET m M + — W + W n = u+i O u+i n I— m o 2 CL (/) 2 N 43 36 35 1 29 28 1 I 35 34 33 j 18' 18' 2' 8' 18' 18' 8' 8' 18' 18' 8' 22 12' 18 18' 12 RAW 10' WIDE P.U.E. & ' 1 PEDESTRIAN EASEMENT I i 50 vl PER FINAL MAP + ! + 0 1 I C3 S C4 3+90.38 4+00 0 5+00 5+48'26 6+00 C H A P U L TE P E C 7+oo AVENUE 8+00 18+13.38 9+00 O OJ 10+00 10+74.38 f C2 N89'37'28W'W I I 1 --4-- I i 1 21 0 -co�SDD�28,32"W ,+00 POC 361.16 0 +25.00 -- - 1+97.71 _ O TREVINO VCOURT c, 51 � – �0 njj2'j ----- 1 _ 00 C2 02 R/W n`C3 18' 18' 2' 20 12' 18 18' 12' N I 29 RAW 31 MW 44 45 46 47 48 49 50 51 52 53 54 52 30 N O m M Q r m m 2 CURVE TABLE M Z DELTA M i TANGENT LENGTH C7 < 20' 20. DO' °- 3.56' ® 0.2% = 0.01' - 47'09'23" m M 14.40' rmj C3 137'09'23" -- 42' M CURVE TABLE M CURVE DELTA RADIUS TANGENT LENGTH C7 90100'00" 20' 20. DO' 31.42' C2 47'09'23" 33' 14.40' 27.16' C3 137'09'23" -- 42' --- 100.54' C4 90'08'11" 20'20.05' 31.46' C5 89'51'4 9" 20'-_- 19.95' 31.37' M M M i 2 Z U W m a 0 0 ro � 0 0 0 o � 60^ DETAIL SHOWING A.D.A. COMPLIANCE .50' + 4.5' ® 2%= 0.59' TYP SCALES NE RETURN CHAPULTEPEC & TREVINO �o�ry .0 VERT: 11 =50 Y 3.56' 0 0.462% = 0.02' E R T . 1 " — 2' 4 5 6 7 8 9 10 11 0 1 2 r • � ! I i � t �' 't i ! i 1 I O I r ! OR mi ! j c; 4 r 2 1 2 t 2 r 1 2' v Z 21 I w M rc m i s r � .___.._a _..___..... _.._..____._._:.___.__.._ - .. ______ _ ._._. __.____. _.. ____.. _... ___ ._______- ._._ _. .. m - .. -_.... __...._ _.. ___ _ _ __.____..__ .____ .__ __ ___... .. ! ¢ 1 1 ! V I�_.. U ! I_.. ..�U- �_ _.,_- __ m ,i _�_. .X 1 _. ___..o i M I i I � I rii I r l m} K m ! t r. + 1n I I + I i 1 I K ! + o p pl 1 +: r + 1 1 I 1 ! ! !. 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SURVEY MONUMENT ENCASEMENT I~"� N CIVIL §'<fFU6fURAl PER C.O.B. STD. S-3. 16' TYP TYP 4, p�KFEpF�o _ ENGINEERS obNisa__r_Iaris --- OF 5 PER C.O.B. STD. S-29 p 41 y�QaS �sq�f�c ELMARTER & ASSOC. CHAPULTEPEC AVENUE DELMARTER & ASSOC. © PAVE WITH 0.20' A.C. OVER 0.65' A.B. a INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 �, 2 Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 - EE ' INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 W Na. 17564 m a / TR E V I N O COURT 2019 WESTNIND DRIVE 1E BAKERSFIELD,1452 CA. 93301 O PROPOSED SEWER OR STORM DRAIN MANHOLE * * B('E-)17564 PHONE 327-1486 FAX sv-1a6z JAMES K. DELMARTER ND P}ANNIN6, PROPOSED SEWER LINE �l9 R.No !�v£Uric SURVEYORS CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A 7f aQ' 1.1-6865 Ph 2 Oi CAl\F �` PROPh.�DI S'DRAFIING' JOB NO._114.91R _ PROPOSED STORM DRAIN DATE: CiTY RECORDS NO. =,