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HomeMy WebLinkAbout1.1-7029 Ph 1 & 2 Record DrawingSTREET COASTRUCTIOA PLANS TRACT NO. 7029 9 PHASES t & 2 CITY OF BAKERSFIELD AEAA COUNTY CALIFORNIA ASPHALT NOTES ASPHALT CONCRETE PAVING NOTES: 1. Asphalt Concrete sholl be Type 'A' (modified) for all oriental and collector streets and Type 'B' (modified) far local streets and Mail conform to the provisions in Section 39, Asphalt Concrete", of the Standard Specifications and these Special Provlsians. asphalt binder, the combined mineral aggregate far T Type modified or Type modified halt 2. Prior to the addition of he rerld r,AgYP (modified) Yp (modified) Concrete shall conform to the requirements of Section 39-2.0 'A re ate" of the Standard Specifications for 3 4 inch maximum. 9 2. 99 9 SP / mediumradio 9 9 3. Asphalt Binder far Type 'A' (modified) ad Concrete Mail be PG 6-10 performance graded asphalt, unless otherwise directed by the City Engineer:: Asphalt Binder for Type 'B' (modified) Asphalt Concrete shall be PG6�10 entsI Performance fgradedor asphalt, unless otherwise directed by the City Engineer. The Asphalt Binder shall conform to the requirements in the table far °Steam -Refined Paving Asphalamount in Section It Binder " be mi, of the Standard all Aggregate 4. The amount of the Asphalt Binder is be mixed with the Mineral Aggregate shall be deterThe ad by the Contractor M s,Moll accordance with California TestMethody Engin 367 using samples of materials proposed for use o the work. The amount of Asphalt Bind" shill be approved by the City Engineer. 5. At least 14 days prior to the Itstart sour i wick. the Contractor gTali submit the fallowing for the City Engineer's review and approval: A. A Ilei of aggregate and asphalt saggrea " Documentation of t e Stang that the aggregates to be Incorporated in the work cal slow to the requirement ui Section 39 -sults "Aggregate", of the Standard iths. All Specifications and these Spach1 Provisions. older Malarial slave analysis and sand equivalent teat results shall not be older than six (8) months All other test results shall be no dtlw than one (i) year. C. An asphalt concrete mix design C x design In accordance with CaliforniacTest 367. ty at Lary test results w which the design is based shall . submitted with the mix design along with the requirements f maximum density of the design mixture as and Specifications by ASTM hese Special The asphalt concrete mix shall meet the ws hat the of Section 39-2.D2. e°, of the Standard Spign war. ns and these hedeProYay be p the data submitted id. T that the for shall are salt the o s the same as when the desasphalt was prepared, the design may be up to three (3) years old... The Contractor shall bear all the vests associated with the asphalt ewrcrefe EDM design. 6. More new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement Is cow wt in ned straight line, either parallel w perpendicular to the centerline of the street, and att o minimum distance of onea (1 (1) foot from the e existing edge of pavement. 7. qu A prime coat will not be reired cosurfsurfacedntent-pavetl areas to be surfaced prim to the placement of asphalt concrete. However, all other requirements of Section 39-4.01, 'Subgrade", of the Standard Specificaflons shall be met. S. The area, to which Point Binder has been applied shell be closed to public traffic. q Care shall be taken to ovoid trucking binder material ontothe 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 shallbe surfaced as directed by the City Engineer. Additional asphalt concrete shall be Placed at road connection and private drive where shown on the plane and as directed by the City Engineer and shall be hand notice,If necessary, and compacted to farm smooth, tapered. connections. 11. Where the compacted thickness of o layer of asphalt concrete Is 0.15 foot or less, paving operations shell be conducted in such a manner that, at the and of each work shift; the length of pavement along the longitudinal drop-off between adjacent loves is not greater than that which con be surfaced during the following shift of nonoil paving operations. Additional asphalt concrete aholl be placed along. the transverse drop-offs an each lane. Such additional asphalt concrete shat be hand roked and compocted to form temporary conforms before the lanes aro opened to public traffic. .Kraft paper, or other approved hand breaker, may be placed under the conforms to factitate the removal of the conforms when paving operation resume. 12. Where 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 19 placed on all contiguous lones of the troweled way before the ones are opened to public traffic. At the end of each work shift the distance between the ands of o ]oyer of asphalt concrete on adjacent lance Moll not be greater than 10 feet Additional asphalt concrete shall be placed along the transverse trop -offs on each Ione. Such additional asphalt concrete shall be hand raked and comported to farm temporary conforms before the lones we opened to public traffic. Kraft paper, or other approved bond breaker, may be placed under the confor is to facilitate the removal of the conform. Man paving operation resume. 13. Asphalt Concrete shall be compacted to a minimum of 92 percent of the maximum theoretical density as determined by ATSM D-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 law than 92 percent or Greater than 94 percent of the maximum theoretical density, the contract" 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 shill 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 teat after notice is given does not meet the specific range, the asphalt concrete represented by that lot shall be renrowd 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 lass than 90 percent or more than 96 percent the asphalt concrete represented by that let shall be removed and replaced with materia that daft 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 property calibrated nuclear aspholt testing device In the fold, or S. ASTM D1188 when slabs or acres 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, 8. 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 controctar's expense. 18. if abrasive grinding is used to bring the finished =does to specified surface tolerances, additional grinding shall be Perfarmed, as necessary, to enlarge the grinding area so that the longitudinal limits of grimlIng we at o constant offset from, and Pastel to, the nearest lane line err pavement edge and the transverse limits of grinding are normal to the pavement contedlne. 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 acct shall be applied to all flnished asphalt surfaces at Me cantractor's expense The Fog Seal coat shat be either rejuvenating agent or asphalt emJalan as directed by the City Engineer. 19. Arterial and collector .treat base material shall be crushed aggregate base (CAB) conforming to Section 200-2.2 of the Creenbook'. Base material for local streets shall be CAB or fine gradation Crashed Miwdianeaus Base (CMB) conforming to Scotian 2DO-24 of the 'Greanbook'??. ?.which allows up to 50% of the volume to be reclaimed asphalt concrete Portland commit concrete, lean concrete base, cement treated base or o combination of these materials. Other recycled bases shall not be allowed. Aggregate base shall be compacted to a minimum of 95% of moxlmum dry density. 20. Paving contractor shall grade the paving areas to the following modified Caltrans standard apecifiwtian sedan 19-1.03 per the City of Bakersfield: Immediately prior to placing subsequent layers of materiel 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 Mail not vary more than D.D4 fact above or below the grade established by the engineer. 8. 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 move than O.D4 fact above or below the grade established by the engineer. MASONRY WALL SEE WALL PLANS I R vnoicc ca• _ ten' i 6'-7' 1/4° Pt TYPICAL TYPE "A" CURB AND GUTTER W/5.5' WIDE SIDEWALK T.I. = 8,5 - MIN. "R" VALUE = 37 PAD VARIES 1.67 - 2.9% E. PANAMA LANE SECTION 5' F 4% t 1/4' PER FT, A B C T7. 2A 1 26' 8' 18' 2 30' 10 20' 3 30' 12' 18' STREETS I EZEQUIEL & NORTH ZARAGOZA 2 GUERRERO ENTRANCE T.1 = 4.5 - MIN. "R" VALUE = 37 3 REMAINDER GUERRERO, GUADALUPE, LEO & SOUTH ZARAG07A LOCAL STREET SECTION 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 UTIUTIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION C ALL COMMENCING W K. HES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS GROUEXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND ND UT 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 DR RELOCATE ALL OBSTRUCTIONS %THIN 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 UNITED 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 ATH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABIUTY 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: (661)326-3049. B. SEWER LATERAL LOCATIONS TO BE STAMPED (S)INTO THE CURB FACE OVER EACH LATERAL. 9. DELMARTER AND ASSOCIATES CIVIL ENGINEERING SHALL NOT 8E RESPONSIBLE OR UA13LE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DELMARTER AND ASSOCIATES ENGINEERING. 1D. 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 J, VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-2 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 `MTHIN EASING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDMS10N AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS 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 CUTTER FLOWUNES UNLESS OTHERWISE INDICATED. ALL CURB RETURNS GRADIENTS ARE D.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 NTH C.O.B. STD T-17. 18. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTIHERWHSE INDICATED BY (CA) WHICH ARE CALIFORNIA CODES. 19. NO CITY INSPECTIONS MLL 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 CENTERUNE FOR FIRE HYDRANT LOCATIONS. 21. PRIOR TO PAYING, 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. LUMINAIRES 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 UGHTING SPECIFICATIONS. 23. ANY ITEMS N PUBUC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. ,,SAW CUT AT C/L EXIST PAVING TO REMAtN _ NOTE: AGGREGATE BASE MATERIAL IN ARTERIAL AND COLLECTOR '-j ROADS SHALL BE CRUSHED AGGREGATE BASE (CAB) J CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". AGGREGATE BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CAB DR CRUSHED MISCELLANEOUS BASE (OMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK". 0.45' TYPE "A" ASPHALT CONCRETE 0.80' AGGREGATE BASE R'= 78 MIN. 1.25' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY SCALES 1" = 10' HORIZ. 1" = 2' VERT 1921 yR 2'PAD 1.5' ABOVE F 4% Ir EXIST PAVING PER /4- PER FT. TR. 6865 TYPICAL TYPE "A" CURB AND GUTTER W/4.5 WIDE SIDEWALK 8.20' TYPE "B" ASPHALT CONCRETE 0.40' AGGREGATE BASE R = 78 MIN. 0.50' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY EAST PACHECO ROAD E. W E4 E- (72 m x TRACT N0. 7029 d a arz EAST PANAMA LANE VICINITY MAP N.T.S. ESTIMATED OUANTITIES TYPE "B" CURB & GUTTER SIDEWALK WHEELCHAIR RAMP DRIVEWAY AC PAVING AGGREGATE BASE ROADWAY EXCAVATION MONUMENT STREET LIGHT 100 WATT STREET LIGHT 70 WATT METRO STREET SIGN STANDARD STREET SIGN TRAFFIC CONTROL SIGN CROSS GUTTER SAWCUT ARTERIAL STREET COLLECTOR STREET LOCAL STREET PHASE 1 PHASE 2 TOTAL CURB & GUTTER a 4 1639 5 12 13 20 5984 21 7623 LF APPROVED ST -14 STREET LIGHT. 0 3 WIDE CROSS GUTTER 6 11 14 19 SF 22 SF 33678 SF T-19 MISC. SIGN DETAIL 2 HANDICAP RAMP PER CAL -TRANS STD. 7 10 �7I 15 2002 RSP. CASE A" 23 5 EA 10 m 15 1 ��` C 6 9 L.1 i6 D 0 24 6039 SF 6039 Y M C,#2 N 0 ce 2 UERRERO 25 TON 4174 TON (Y caak1 94 < OBa#3 PHASE AVENUEA 2091 CY 1678 CY 3769 a N 48 N _ r m0 26 DATE 3395 CY 2139 w oro 49 50 51 52 53 54 55 56 57 58 27 EA 8 EA Uo EA 47 4 0 2 EA 6 EA - 9 EA 28 EA REVIEWED BY ASST. PUBLIC WORKS DIRECTOR $ 3 EA 69 68 87 68 85 84 63 82 61 60 59 5 EA OF - EA 8 EA REVIEWED BY TRAFFIC ENGINEER 29 9 EA MALL SPARKS STREET INCLUDING CURB, GUTTER, RETURNS EA 13 EA - - - - 1113 SF SIDEWALK AND PAVING TO BE DONE WITH PHASE 1 TO LIMITS SHOWN 970 GUADALUPE AVENUE - - 30 mwau eMwe a 970 44 - - - - 970 LF 0 g 43 42 41 40 39 38 37 36 35 34 33 32 39 SAMAN STREET (DRIVE AISLE) J a LF 630 LF 1322 LF 9SHEET INDEX - - - - II IFLOWAGE LF LF EASEMENT PER DIRECTION = 200' H i j DOCUMENT NO. D217177377 O.R. F SHEET ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT I o KEY MAP I PHASE l U 1. TITLE i 1- 2. EAST PANAMA LANE II 1- 3. SPARKS STREET j 4. GUERRERO AVENUE L K N \- ___ - 5. GUADALUPE AVENUE ------) EZEQUIEL COURT N LOT B LOT C 6. ZARAGOZA DRIVE LEO STREET CA EAST PANAMA LANE PHASE 1 PHASE 2 TOTAL CURB & GUTTER ST -3 1639 LF 5984 LF 7623 LF APPROVED ST -14 STREET LIGHT. BY WIDE CROSS GUTTER 7056 SF 26622 SF 33678 SF T-19 MISC. SIGN DETAIL RSP A88A HANDICAP RAMP PER CAL -TRANS STD. 2002 RSP. CASE A" 5 EA 10 EA 15 EA 0 SF 6039 SF 6039 SF 2418 TON 1756 TON 4174 TON (Y 2091 CY 1678 CY 3769 CY PUBLIC WORKS DIRECTOR: RICULAS FIDLER R.C.E. 61069 DATE 3395 CY 2139 CY 5534 CY 2 EA 8 EA 10 EA 4 EA 2 EA 6 EA - 9 EA 9 EA REVIEWED BY ASST. PUBLIC WORKS DIRECTOR $ 3 EA 2 EA 5 EA - 8 EA 8 EA REVIEWED BY TRAFFIC ENGINEER 9 EA 4 EA 13 EA - - - - 1113 SF 1113 SF 970 LF - - - - 970 LF 970 LF - - - - 970 LF ENGINEER'S STATEMENT 692 LF 630 LF 1322 LF - - - - 2780 LF 2780 LF 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. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE EUMINATON SYSTEM (NPDES), A "NOTICE OF INTENT" (NO) TO COMPLY WITH THE TERMS OF THE GENERAL PEERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER N0, 2009-009-DWO AS AMENDED BY ORDER 2010 -13014 -DW) AND ORDER 2012-0006-DWQ) MUST BE FILED WITHIN STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE 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 SF15C379790 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. vHRIGJ 1J - Y`9 VARIES 34' - 38' 1t' SAW CUT AT CA ORlA 6' T EDGE OF PAVEMENT 2'-- N9DENING FROM TR 6665-2 VARIES 2%- 3% 1/4" PER FT. CITY OF BAKERSFIELD / CAL -TRANS STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND S,QCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. 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. 2002 RSP. CASE A" MASONRY WALL SEE WALL PLANS `TYPICAL TYPE "A" CURB AND GUTTER W/5.5' WIDE SIDEWALK T.I. = 6.0 - MIN. "R" VALUE = 37 0.30' TYPE "B" ASPHALT CONCRETE 0.50' AGGREGATE BASE R = 78 MIN. 0.70' NATURAL GROUND COMPACTED TO 957 MAX. REL. DENSITY SPARKS STREET SECTION IEIN A>ey �� 1 K. ` iCE1'17,58A DATE._ BASIS OF BEARINGS THE BEARING OF N89°31'28"W FOR THE C/L OF EAST PANAMA LANE PER PARCEL MAP NO. 11250 PARCEL MAP BK. 55, PG. 103 BENCH MARK USED IOP Oh 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. BAY TAPER TABLE 1 STATION OFFSET FROM CA 29+08.18 64.00' LT 29+18.18 63.84' LT 29+28.18 63.38' LT 29+38.18 62.59' LT 29+48.18 61.50' LT 29+68.18 59.00' LT 29+88.18 56.50' LT 29+98.16 55.41 LT 30+08.18 54.62' LT 29+18.18 54.16' LT 30+28.18 54.00' IT M M w 2 DELTA RADIUS TANGENT LENGTH Cl 89'56'42" 30 29.97 to C?21'02' 3 0"1 30' 1 30.55' Q C3 90-00 0-1 30' 1 30.00' W LT 35+91.57 49.55' LT 35+99.07 48.69' LT 36+06.57 48.17 LT 36+14.07 48.n0 IT 30+95.68 5.87' LT aI F¢>a 9.75' LT 31+03.18 6.60' LT m m 31+10.68 a m LIJ 7.91' LT v3 vi w w m m ro =1 0' M M 2 2 DELTA RADIUS TANGENT LENGTH 0 I.I M I I m vpi BAY TAPER CURVE TABLE ¢ CURVE DELTA RADIUS TANGENT LENGTH Cl 89'56'42" 30 29.97 47.10' C?21'02' 3 0"1 30' 1 30.55' 1 47.67' C3 90-00 0-1 30' 1 30.00' 1 47.12' BAY TAPER 1 \ ¢ N 59.00' LL1 DELMARTER 6 ASSIX. �i' LT 35+39.07 58.31' J - --6Y1 _ -OY. __ ____ _ 56.25' LT 35+69.07 53.50' LT M 50.75' LT 35+91.57 49.55' LT 35+99.07 BAY TAPER 1 \ ¢ rc 59.00' LL1 DELMARTER 6 ASSIX. �i' LT 35+39.07 58.31' J - --6Y1 _ -OY. __ ____ _ 56.25' LT 35+69.07 53.50' LT 35+84.07 50.75' LT 35+91.57 49.55' LT 35+99.07 48.69' LT 36+06.57 48.17 LT 36+14.07 48.n0 IT 30+95.68 5.87' LT aI F¢>a 9.75' LT 31+03.18 6.60' LT m m 31+10.68 (( 11.00' LT 7.91' LT v3 vi w w __ \-Qi(in o =1 ¢ Q 180'00'00' 2' - 6.28' mm ^ m nm Qm m PER DOCUMENT NO. 0217177377 O.R. m m Io O m^ v o Q ___ 3.14' j mm ; az a F. a c+p+++ M J m o r¢ EXIST IMPROVEMENTS n m + I J J ne H c U PER IR. 6865-1 1 `� `� "4 O I a s m m m m Mo, I �8 11 o 0 0 0 I M n w - I O o � C4 .39'47'46" 1- 2' 1 0.72' I I MASONRY WALL BAY TAPER TABLE 2 STATION OFFSET FROM C/L 35+24.07 59.00' LT 35+31.57 .83' LT 35+39.07 58.31' LT 35+45.57 :57.45' T 35+54.07 56.25' LT 35+69.07 53.50' LT 35+84.07 50.75' LT 35+91.57 49.55' LT 35+99.07 48.69' LT 36+06.57 48.17 LT 36+14.07 48.n0 IT MASONRY WALL 10' 25' 25 10 INSTALL R81(CA) SEE WALL PLANS Ri-1 SEE WALL PLANS ON SIGN POST 1- j �I INSTALL R81(CA) R/W (n e iR26(CA) -�. R/W ON SIGN PC6T R26(CA) Q _ m C1 �-IR26(CA) �R26(CA) I C3 720A4 LLJ C2 SEE SAY TAPER 10 RELOCATE EXISTING I\ �� a TABTELE LE 1 �PHIX4E RISER RELOCATE EXISTING N SEE BAY TAPER j POLE &GUYS N �2 EAST PANAMA LANE H 1 �1 TABLE 2 ° -I 00. 25+00 26+00 27+00 28+00 FOG UNE 11'+ NORTH 29+00 30+00 © 31+00 32+DD 33+00 34+00 35+00 36+0 EDGE PAVING- 37+DO 38+00 26+38.18 33+19,07 36+07.76 --- SAW CUT AT C/L ----- 888'31' -- ADDITION=PAIANC MONUMENT EDGE PAVING EXISTING IMPROVEMENTS PER TR, 6865-1 FUTURE FLOWUNE ... BAY TAPER TABLE 3 BAY TAPER TABLE 4 STATION OFFSET FROM C/L STATION OFFSET FROM CA 29+08.18 9.00' RT 30+28_18 13.00' RT 29+18.18 8.69' RT 30+35.68 12.67' RT 29+28.18 7.75' RT 30+43.18 11.69' RT 29+38.18 6.19' RT 30+50.68 10.06' RT 29+48.18 4.00' RT 30+58.18 7.77' RT 29+68.18 1.00' RT 30+73.18 2.55' RT 29+88.18 6.00' LT 30+88.18 268' LT 29+98.18 8.19' LT 30+95.68 5.87' LT 30+08.18 9.75' LT 31+03.18 6.60' LT 29+18.18 10.69' LT 31+10.68 7.58' LT 30+28.18 11.00' LT 31+18.18 7.91' LT d015 d0 S i TYPE IV ARROWS TPER AIL 38 CALTRANS STD A24A ttP. _ DETAIL 38 L DETAIL 38 DETAIL 39 DETAIL 3-' PER CALTRANS STD. SPEC. PTH -02 ALKYD DETAIL 39 BIKE LANE PAVEMENT MARKING 81KE LANE PAVEMENT MARKING w/PERSGN PER CALTRANS PAINT 12" OMIT LINE USING THERMOPLASTIC PAINT w/PERSON PER A-2RA 4 CNS FUTURE MEDIAN SIDS A -24A & A -24C SIDS A -24A & A -24C ------------------ 24!00 _ -� _ -__ _ 25+00 - 26+00 27+00 28+00 29+00 SEE BAY TAPER 30+00 31+00 32+00 33+00 34+00 FUTURE MEDIAN 35+00 36+0 EDGE PAVING 37+00 38+00 DTI ______ ______.__ ________ ____.___� 6+38.18 TABLE 3 ----------------------------- �,_ ____oC2 33+19.07 C4 __----------------- ________________ _.__................ __ __ ________ +07.76 0,1A �-' -F-- -I-- I N 1 LES DETAILi9 '� ,-r-SEE BAY TAPERC2c_ ____-------------------- _.__.----------------------------------- N 99 I EXISTING STRIPING PER TR. 6865-1 RE MEDIAN TABLE 4 EXISTING CENTERUNE STRIPE TO REMAIN EDGE PAVING HORIZ: 1 =50 DETAIL 278 ALONG EDGE OF EXIST PAVING ��STRIPING PLAN & FUTURE MEDIAN DESIGN VERT: 111= 21 26 27 28 29 30 31 32 33 34 35 36 37 m 1 1 i 1 ____ --------------------- _______ _ ___.____ m ----------------- _ ___ _ _ 1_ __.____ I 1 I I Y I i m i f m 1 I i I 2 t i I I I N I I � I i I- __-�-tO..-------- 1 _ .L-----------... .1_q _ f._ ____.__ i_.___ _4 - 1_.. ._ _____L_... _. _. _ ___ _l..__ __. ---��- � I 1 1 �1 i 1 I j 1 ro 1 i n o o 6 ! e 1 W N i." - _.._.� +__._ _ pw _ _ .. , _ .. f1 m m M N ++o 1 .�! .. _. i i �-' "� + i i __. h. ... __ - 1 _W W _1 ..F _ va--..^`.i-f ' _�-._ L_._.. x_. __._______ -'-----.__--------- i -_ i I 1 FOG-LTNE�PRb}51E T Y1 _--------- ---------.M nM - -_ 1 NORTH OF CENTER UNE ---__?--_--'-_---I .. _____�SECTNAWRAL �_____._ 1 1 1 i rc+ ! 1 N i EXTEND INTER _ _ _____ _ ____ ___ _____ ______ _ ___ _ _. .. T-_ = - --- -----36.4___. � I I 1 I GROUND I I ! _ .___.------------ --------------- _'_ - - --� -- � I __- - ---_ _ _ ._ . __._ 1 .._.. - I I - I I 1 ----- ---- 362 i I + t t ! 1 I 1 1 0.200% ! t 1 1 t 1 i t 1 1 I t 1 I 1 1 1 1 t 1 1 I 1 I i i ! . NORTH GU IIIiIII°I!I c_ R PROFILE _ _-- __,._ _ ----_.__ __..___ _ ---__-- NATURAL GROUND AT GUTTER LINE TRACT RACT �N0._.�7029 PHASES -'- PHA1I1IIIIiIII _SES-_ _. 1 -& _2EXHIBIT _"A_" f�111II11 - -STREET - P'II1II LAN -S--&- - PROFILES NOTES & LEGENDILL ...__. -I TRAFFIC CONTROL SIGN iQ CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL METRO STREET SIGN PER G0.8. STD. S-40 s� - STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK a DRAWN BY : JKD DATE it -1-16 Ir n SHEET 2 VROEESS/bb CML Nt>Rwlf1RF[ OF 6 PER C.O.B. STD. S-3. • CONSTRUCT SID. SURVEY MONUMENT ENCASEMENT �4F'�5 K' 8E(p, Fy ENGINEERS PER C.O.B. STD. S-29 DELMARTER & ASSOC. EAST PANAMA LANE © PAVE VlITH 0.45' A.C. OVER 0.80' A.B.�- INSTALL 100 WATT STREET LIGHT PER C.O.B. SID. S-31 He. nx4 a -- DELMARTER & ASSOC. 2010 XE NO MW SIE 'C','6AKERSFlELD, Cb 93301 * * ?17564 RIONE 129-106 FAX 327-1452CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A s AMES K. DELMARTER SURVEYOR2002 RSP, CASE "A" q7 DML FADAP' 6 CITY RECORDS NO. JOB No.14091 D 1,/--�ady � r� ¢ F w 0 bb O' << F JMEDIAN f F f KJ m CURVE TABLE f M O! j I w m m m m m m IQ- m m m m w a i t i t M n CURVE DELTA RADIUS ANGENT LENGTH ^m rcf v3 vi w w a< o ^^ o =1 0 0 0 0 C1 180'00'00' 2' - 6.28' mm ^ a nm n m O n r N N N m m w w (O �O 0 + + + C2 180'00'00" 1' ___ 3.14' j mm ; az a F. a c+p+++ i J m BIKE LANE PAVEMENT MARKING PERSON PER NS r¢ mM' J J J ne C3 38'03'36" 60' 20.70' 39.86' o 0 o O a m a s m m m m Mo, < n o 0 0 0 C.1 g O o 0 0 C4 .39'47'46" 1- 2' 1 0.72' 1 1.39' d015 d0 S i TYPE IV ARROWS TPER AIL 38 CALTRANS STD A24A ttP. _ DETAIL 38 L DETAIL 38 DETAIL 39 DETAIL 3-' PER CALTRANS STD. SPEC. PTH -02 ALKYD DETAIL 39 BIKE LANE PAVEMENT MARKING 81KE LANE PAVEMENT MARKING w/PERSGN PER CALTRANS PAINT 12" OMIT LINE USING THERMOPLASTIC PAINT w/PERSON PER A-2RA 4 CNS FUTURE MEDIAN SIDS A -24A & A -24C SIDS A -24A & A -24C ------------------ 24!00 _ -� _ -__ _ 25+00 - 26+00 27+00 28+00 29+00 SEE BAY TAPER 30+00 31+00 32+00 33+00 34+00 FUTURE MEDIAN 35+00 36+0 EDGE PAVING 37+00 38+00 DTI ______ ______.__ ________ ____.___� 6+38.18 TABLE 3 ----------------------------- �,_ ____oC2 33+19.07 C4 __----------------- ________________ _.__................ __ __ ________ +07.76 0,1A �-' -F-- -I-- I N 1 LES DETAILi9 '� ,-r-SEE BAY TAPERC2c_ ____-------------------- _.__.----------------------------------- N 99 I EXISTING STRIPING PER TR. 6865-1 RE MEDIAN TABLE 4 EXISTING CENTERUNE STRIPE TO REMAIN EDGE PAVING HORIZ: 1 =50 DETAIL 278 ALONG EDGE OF EXIST PAVING ��STRIPING PLAN & FUTURE MEDIAN DESIGN VERT: 111= 21 26 27 28 29 30 31 32 33 34 35 36 37 m 1 1 i 1 ____ --------------------- _______ _ ___.____ m ----------------- _ ___ _ _ 1_ __.____ I 1 I I Y I i m i f m 1 I i I 2 t i I I I N I I � I i I- __-�-tO..-------- 1 _ .L-----------... .1_q _ f._ ____.__ i_.___ _4 - 1_.. ._ _____L_... _. _. _ ___ _l..__ __. ---��- � I 1 1 �1 i 1 I j 1 ro 1 i n o o 6 ! e 1 W N i." - _.._.� +__._ _ pw _ _ .. , _ .. f1 m m M N ++o 1 .�! .. _. i i �-' "� + i i __. h. ... __ - 1 _W W _1 ..F _ va--..^`.i-f ' _�-._ L_._.. x_. __._______ -'-----.__--------- i -_ i I 1 FOG-LTNE�PRb}51E T Y1 _--------- ---------.M nM - -_ 1 NORTH OF CENTER UNE ---__?--_--'-_---I .. _____�SECTNAWRAL �_____._ 1 1 1 i rc+ ! 1 N i EXTEND INTER _ _ _____ _ ____ ___ _____ ______ _ ___ _ _. .. T-_ = - --- -----36.4___. � I I 1 I GROUND I I ! _ .___.------------ --------------- _'_ - - --� -- � I __- - ---_ _ _ ._ . __._ 1 .._.. - I I - I I 1 ----- ---- 362 i I + t t ! 1 I 1 1 0.200% ! t 1 1 t 1 i t 1 1 I t 1 I 1 1 1 1 t 1 1 I 1 I i i ! . NORTH GU IIIiIII°I!I c_ R PROFILE _ _-- __,._ _ ----_.__ __..___ _ ---__-- NATURAL GROUND AT GUTTER LINE TRACT RACT �N0._.�7029 PHASES -'- PHA1I1IIIIiIII _SES-_ _. 1 -& _2EXHIBIT _"A_" f�111II11 - -STREET - P'II1II LAN -S--&- - PROFILES NOTES & LEGENDILL ...__. -I TRAFFIC CONTROL SIGN iQ CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL METRO STREET SIGN PER G0.8. STD. S-40 s� - STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK a DRAWN BY : JKD DATE it -1-16 Ir n SHEET 2 VROEESS/bb CML Nt>Rwlf1RF[ OF 6 PER C.O.B. STD. S-3. • CONSTRUCT SID. SURVEY MONUMENT ENCASEMENT �4F'�5 K' 8E(p, Fy ENGINEERS PER C.O.B. STD. S-29 DELMARTER & ASSOC. EAST PANAMA LANE © PAVE VlITH 0.45' A.C. OVER 0.80' A.B.�- INSTALL 100 WATT STREET LIGHT PER C.O.B. SID. S-31 He. nx4 a -- DELMARTER & ASSOC. 2010 XE NO MW SIE 'C','6AKERSFlELD, Cb 93301 * * ?17564 RIONE 129-106 FAX 327-1452CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A s AMES K. DELMARTER SURVEYOR2002 RSP, CASE "A" q7 DML FADAP' 6 CITY RECORDS NO. JOB No.14091 D 1,/--�ady � r� << wZ m w w w j I w m m m m m m m m m m w a i t i t M n D o m ro ^m rcf v3 vi a< o n o =1 0 0 0 0 + + O+ ^ a' O n r N N N + + M M + M (O �O 0 + + + + m + h 1� + + ^ ^ + ++ c+p+++ i ^ NN BIKE LANE PAVEMENT MARKING PERSON PER NS MMM mM' MM o DS A -24A & A -24C STA-24C ST d015 d0 S i TYPE IV ARROWS TPER AIL 38 CALTRANS STD A24A ttP. _ DETAIL 38 L DETAIL 38 DETAIL 39 DETAIL 3-' PER CALTRANS STD. SPEC. PTH -02 ALKYD DETAIL 39 BIKE LANE PAVEMENT MARKING 81KE LANE PAVEMENT MARKING w/PERSGN PER CALTRANS PAINT 12" OMIT LINE USING THERMOPLASTIC PAINT w/PERSON PER A-2RA 4 CNS FUTURE MEDIAN SIDS A -24A & A -24C SIDS A -24A & A -24C ------------------ 24!00 _ -� _ -__ _ 25+00 - 26+00 27+00 28+00 29+00 SEE BAY TAPER 30+00 31+00 32+00 33+00 34+00 FUTURE MEDIAN 35+00 36+0 EDGE PAVING 37+00 38+00 DTI ______ ______.__ ________ ____.___� 6+38.18 TABLE 3 ----------------------------- �,_ ____oC2 33+19.07 C4 __----------------- ________________ _.__................ __ __ ________ +07.76 0,1A �-' -F-- -I-- I N 1 LES DETAILi9 '� ,-r-SEE BAY TAPERC2c_ ____-------------------- _.__.----------------------------------- N 99 I EXISTING STRIPING PER TR. 6865-1 RE MEDIAN TABLE 4 EXISTING CENTERUNE STRIPE TO REMAIN EDGE PAVING HORIZ: 1 =50 DETAIL 278 ALONG EDGE OF EXIST PAVING ��STRIPING PLAN & FUTURE MEDIAN DESIGN VERT: 111= 21 26 27 28 29 30 31 32 33 34 35 36 37 m 1 1 i 1 ____ --------------------- _______ _ ___.____ m ----------------- _ ___ _ _ 1_ __.____ I 1 I I Y I i m i f m 1 I i I 2 t i I I I N I I � I i I- __-�-tO..-------- 1 _ .L-----------... .1_q _ f._ ____.__ i_.___ _4 - 1_.. ._ _____L_... _. _. _ ___ _l..__ __. ---��- � I 1 1 �1 i 1 I j 1 ro 1 i n o o 6 ! e 1 W N i." - _.._.� +__._ _ pw _ _ .. , _ .. f1 m m M N ++o 1 .�! .. _. i i �-' "� + i i __. h. ... __ - 1 _W W _1 ..F _ va--..^`.i-f ' _�-._ L_._.. x_. __._______ -'-----.__--------- i -_ i I 1 FOG-LTNE�PRb}51E T Y1 _--------- ---------.M nM - -_ 1 NORTH OF CENTER UNE ---__?--_--'-_---I .. _____�SECTNAWRAL �_____._ 1 1 1 i rc+ ! 1 N i EXTEND INTER _ _ _____ _ ____ ___ _____ ______ _ ___ _ _. .. T-_ = - --- -----36.4___. � I I 1 I GROUND I I ! _ .___.------------ --------------- _'_ - - --� -- � I __- - ---_ _ _ ._ . __._ 1 .._.. - I I - I I 1 ----- ---- 362 i I + t t ! 1 I 1 1 0.200% ! t 1 1 t 1 i t 1 1 I t 1 I 1 1 1 1 t 1 1 I 1 I i i ! . NORTH GU IIIiIII°I!I c_ R PROFILE _ _-- __,._ _ ----_.__ __..___ _ ---__-- NATURAL GROUND AT GUTTER LINE TRACT RACT �N0._.�7029 PHASES -'- PHA1I1IIIIiIII _SES-_ _. 1 -& _2EXHIBIT _"A_" f�111II11 - -STREET - P'II1II LAN -S--&- - PROFILES NOTES & LEGENDILL ...__. -I TRAFFIC CONTROL SIGN iQ CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL METRO STREET SIGN PER G0.8. STD. S-40 s� - STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK a DRAWN BY : JKD DATE it -1-16 Ir n SHEET 2 VROEESS/bb CML Nt>Rwlf1RF[ OF 6 PER C.O.B. STD. S-3. • CONSTRUCT SID. SURVEY MONUMENT ENCASEMENT �4F'�5 K' 8E(p, Fy ENGINEERS PER C.O.B. STD. S-29 DELMARTER & ASSOC. EAST PANAMA LANE © PAVE VlITH 0.45' A.C. OVER 0.80' A.B.�- INSTALL 100 WATT STREET LIGHT PER C.O.B. SID. S-31 He. nx4 a -- DELMARTER & ASSOC. 2010 XE NO MW SIE 'C','6AKERSFlELD, Cb 93301 * * ?17564 RIONE 129-106 FAX 327-1452CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A s AMES K. DELMARTER SURVEYOR2002 RSP, CASE "A" q7 DML FADAP' 6 CITY RECORDS NO. JOB No.14091 D 1,/--�ady � r� Ed z Q J a Q N z Q w aw F co Q N W EXISTING MONUMENT \ OELNfSTER & s= SCALES HORIZ: 1"=50' VERT: 1"= 2' EXISTING IMPROVEMENTS PER TR. 6865-1 & 2 II ---------- -------may NOTE- 54' 6'11 I SPARKS HAS BEEN RECENTLY CONSTRUCTED TO CENTERLINE WITH I I A�IiIONAt PAVEMENT WIDENING. SAW CUT AS DIRECTED BY CIN ENGINEER 1 EXIST SUMP FENCE — — ___—_— / I (� e �_ -- -- -- J I \ _�__ -_---___--_-_--_ ate:----_------x---®__���® ------R-PER ftEXLAND ACRES SUMP DRAWING- -- Z �� N �_ - :p____________ -.-�' --r F — F z i EXISTING SPARKS STREET EXISTING w< MONUMENT EXISTING p -Epp m 2+15. l —MONUMENT 8+ 5 8+01.61 7+ 0 m� 5500 10+55.0 10+57.1 MONUMENT 13+21.17 — // 1+00 2+00 3+00 }_00'25'13"E 5+0 fi+00 j+00 6+00 9+00 10+00 11+00 N0035'43"E 12+00 13+00 I'j- _S — — — — EXISTING EDGE dF M � PAVING PER lFi. BB65-2 C2 iQ SD C2 SD M MIT OF PHASE 1 IMPROVEMENTS Q - Cl 2085 C3 C4 720A8 72086 5`:! ` CS F�A__-I------- '^ o - NOTE: AN ENCROACHMENT PERMIT SHALL IR26 CABE OBTAINED FROM THE KERN COUNTY PUBLIC MASONRY WALL R/W MASONRY WALL R/W WORKS DEPARTMENT FOR TE -IN TO EXIST STREET R/YI E WALL PLANS - T SEE WALL PLANS SEE WALL PLANS R1-1 Rt -1 64' 6 1 1 �' 20' 20' 10' 0 2' 20' 0 0 I II M NOTE: I (- i m N < : ALL OF SPARKS STREET INCLUDING CURB, GUTTER, RETURNS, SIDEWALK W '� I "• M LLI Q m o o PAVING AND STRIPING TO BE DONE WITH PHASE 1 TO LIMITS SHOWN n / I ^ n n W ro M _ Q I I T ~ % r: n r r CHRISTY U52 CATCH BASIN a o ¢ rc o Q o rc rc w/U52 WELDED STEEL GRATE 0 '— n LL I ^� o g o o INV. 17." PIPE 53.31 2]3.50 LF 12' PVC i$ 0.348 ^/ / n c n n w ai o o M M = W t0n --------------------------------T-------ir LL] La 1 v ' FLOWAGE & DRAINAGE EASEMENT J z m w m 0_ _ < Z w m w PER DOCUMENT NO. 0217177377 O.R. Q L`1 m ` > n m n m W w h o rn + < F m m m U' N ± A Q M m N Q N CHRISTY U43 CATCH BASIN w/143 WELDED STEEL GRA L } INV, 18' PIPE W J EXIST R1-1 C) \ 12" NOE DETAIL 38A CHEVRONS m -EXIST FLOWUNE / �\ / �\ / I ----------------- -------- �= _____ m ------------------------------------------------- ST DET 38 �_ND T 50' LO DETAIL 38A i REMOVE EXIST DETAIL 2 _ REMOVE EXIST DETAIL 22 O+00 CURVE TABLE 38A REMOVE DETAIL 2]B CURVE DELTA RADIUS ANGENT LENGTH Cl 89'56'42" 30' 29.97' 47.10' C2 00'21'29" 1500' 4.69' 9.38' C3 90'24'48' 30' 30.22' 47.34' C4 89'3512" 30' 29.78' 46.91' C5 90'03'19" 30' 30.03' 47.15' C6 90'07'11" 30' 30.06' 47.19' OELNfSTER & s= SCALES HORIZ: 1"=50' VERT: 1"= 2' EXISTING IMPROVEMENTS PER TR. 6865-1 & 2 II ---------- -------may NOTE- 54' 6'11 I SPARKS HAS BEEN RECENTLY CONSTRUCTED TO CENTERLINE WITH I I A�IiIONAt PAVEMENT WIDENING. SAW CUT AS DIRECTED BY CIN ENGINEER 1 EXIST SUMP FENCE — — ___—_— / I (� e �_ -- -- -- J I \ _�__ -_---___--_-_--_ ate:----_------x---®__���® ------R-PER ftEXLAND ACRES SUMP DRAWING- -- Z �� N �_ - :p____________ -.-�' --r F — F z i EXISTING SPARKS STREET EXISTING w< MONUMENT EXISTING p -Epp m 2+15. l —MONUMENT 8+ 5 8+01.61 7+ 0 m� 5500 10+55.0 10+57.1 MONUMENT 13+21.17 — // 1+00 2+00 3+00 }_00'25'13"E 5+0 fi+00 j+00 6+00 9+00 10+00 11+00 N0035'43"E 12+00 13+00 I'j- _S — — — — EXISTING EDGE dF M � PAVING PER lFi. BB65-2 C2 iQ SD C2 SD M MIT OF PHASE 1 IMPROVEMENTS Q - Cl 2085 C3 C4 720A8 72086 5`:! ` CS F�A__-I------- '^ o - NOTE: AN ENCROACHMENT PERMIT SHALL IR26 CABE OBTAINED FROM THE KERN COUNTY PUBLIC MASONRY WALL R/W MASONRY WALL R/W WORKS DEPARTMENT FOR TE -IN TO EXIST STREET R/YI E WALL PLANS - T SEE WALL PLANS SEE WALL PLANS R1-1 Rt -1 64' 6 1 1 �' 20' 20' 10' 0 2' 20' 0 0 I II M NOTE: I (- i m N < : ALL OF SPARKS STREET INCLUDING CURB, GUTTER, RETURNS, SIDEWALK W '� I "• M LLI Q m o o PAVING AND STRIPING TO BE DONE WITH PHASE 1 TO LIMITS SHOWN n / I ^ n n W ro M _ Q I I T ~ % r: n r r CHRISTY U52 CATCH BASIN a o ¢ rc o Q o rc rc w/U52 WELDED STEEL GRATE 0 '— n LL I ^� o g o o INV. 17." PIPE 53.31 2]3.50 LF 12' PVC i$ 0.348 ^/ / n c n n w ai o o M M = W t0n --------------------------------T-------ir LL] La 1 v ' FLOWAGE & DRAINAGE EASEMENT J z m w m 0_ _ < Z w m w PER DOCUMENT NO. 0217177377 O.R. Q L`1 m ` > n m n m W w h o rn + < F m m m U' N ± A Q M m N Q N CHRISTY U43 CATCH BASIN w/143 WELDED STEEL GRA L } INV, 18' PIPE W J EXIST R1-1 C) \ 12" NOE DETAIL 38A CHEVRONS m -EXIST FLOWUNE / �\ / �\ / I ----------------- -------- �= _____ m ------------------------------------------------- ST DET 38 �_ND T 50' LO DETAIL 38A i REMOVE EXIST DETAIL 2 _ REMOVE EXIST DETAIL 22 O+00 NOTES 38A REMOVE DETAIL 2]B STRIPE DETAIL 32 TWO-WAY LEFT TURN 6' RT. & LT. (TYP) STRIPE DETAIL 32 TWO-WAY LEFT TURN B' RT & LT. (TTP - -' __ -" -' '-' - --- -- - - -..� -...- T. -. - DETAIL 32 DETAIL 22 I I IL_ �� - - - - ` TRAFFIC CONTROL SIGN iQ CONSTRUCT 6" TYPE "8' CURB AND GUTTER PER C.O.B. - - _ INSTALL METRO STREET SIGN PER C.O.S. STD. S-40 - ..__ _ - _ PER C.O.B. STD. S-3. MST DETAIL 22 - CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT DETAIL 38 1. DEtML PAVE WITH 0.30' A.C. OVER 0.56 A.B. -� INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 �FQ CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A -. _. __ _ -. DETAIL 22 - S- PROPOSED SEWER LINE =SD= PROPOSED STORM DRAIN E AIL DETAIL 29 I PER CALTRANS 510. SPEC. PTH -02 AlKYO PER CALTRANS STD. SPEC. PTH -02 ALKYD REMOVE EXIST DETAIL 27B E; I f'- PAINT 12' LIMIT LINE USING THERMOPLASTIC PAI T PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT <_. 120' BAY TAPERS '_'-------J-- PROPOSED FLOWUNE STOP STOP / STRIPING PLAN � I mrc rna arc rm oat ta-4 A Sm F F 7 8 9 10 11 12 13 14 i { i i ._- _____._.1_ _ .__________i.___.__.__1_____ { t 1 f 1 I 1 I 1 1 I I 1 I I 1 f I I I i 1 I i I t i V I 1 I I I • I i I I n i 1 1 a a z I I r : 1 n l j p3 i t f T !i 1 I _ _. _ _ ' _ i __ 1 1 v 6 1 1 __.____ _...__._ __ ___ CQ IS �tj I9 1 6 C6 5 { 1 I �� ( 1 �•-- I { j t 1 �. --------- CENTERLINE PROFILE ----1- 01 i t 1 1 1 I 0.200R I i __--__ ___ __ _ _ . __ __ __+_"_ _ __ _I_ _.�___ bs• ._+_ _ _ I_._.___ '.0.58 +-.__.__ +_ _.__.. _}._______ NAl-UF2AL GROUND ®C�NI'ERNNE _ , i- i -1 -1-- - - , --(�� —� I I I 1 I to Y 311 I I 1 1 ( t APPROXIMATE N6t7DRAl GROUND 0.500_ ',l ®CENTER LINE 1 I i i EAST GUTTER PROFlv.:, i I f I I 1 I I i I i I 1 i I i I 1 I I I .__ r___ __'.___{ _ i _. i _____ _ i I i 1 I I II I i i I I I I i i II 1 :�IM f If rRCE-017564 WN TRACT NO. 7029 PHASES 1 & 2 EXHIBIT "A" — S DRAWN BY : .ACD DATE : 11-1-11 i-DELMARTER & ASSOC. SPARKS STREET I1 �� •^Vz • =9 WE.SiM1ND ET PLANS & PROFILES SHEET 3 CIVIL , wm OF 6 EERS s`la�i�_ ITER & ASSOC, IVE SIE'C" BAKERSMU% CA, 93]01 ' JOB NO. 14091 D NOTES & LEGEND -I TRAFFIC CONTROL SIGN iQ CONSTRUCT 6" TYPE "8' CURB AND GUTTER PER C.O.B. -I' INSTALL METRO STREET SIGN PER C.O.S. STD. S-40 STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. I CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 PAVE WITH 0.30' A.C. OVER 0.56 A.B. -� INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 �FQ CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A O PROPOSED SEWER OR STORM DRAIN MANHOLE 2002 RSP, CASE "A" - S- PROPOSED SEWER LINE =SD= PROPOSED STORM DRAIN :�IM f If rRCE-017564 WN TRACT NO. 7029 PHASES 1 & 2 EXHIBIT "A" — S DRAWN BY : .ACD DATE : 11-1-11 i-DELMARTER & ASSOC. SPARKS STREET I1 �� •^Vz • =9 WE.SiM1ND ET PLANS & PROFILES SHEET 3 CIVIL , wm OF 6 EERS s`la�i�_ ITER & ASSOC, IVE SIE'C" BAKERSMU% CA, 93]01 ' JOB NO. 14091 D 1356 1___.362_ 0.59'0 1.793% = 0.01' 0.50'+5.5'®2%= 0.61' p SE RETURN GUERRERO r & SPARKS DETAIL SHOWING A.D.A. COMPLIANCE m + 45' 0 2% = 0.59' UM1 2% = 0.59' TYP N SE RETURN GUERRERO ® & ZARAGOZA DETAIL M SHOWING A.D.A. COMPLIANCE I I i I I I i i 1 i i I I I 1 t t t I I i I i i i t I I- ( I i I 1 1 I t i I 1 i , i i i I I t 1 I I 1 I I i I 1 I i f I i I i I I I f ; I V I 1 i I t 1 1 1 + 0.50' + 4.5 W 0 'o 0 1 i ce NW RETURN GUERRERO o & EZEQUIEL DETAIL ® SHOWING A.D.A. COMPLIANCE h I- Un 1 "11 I v°ii R/Wr$ I W O o U ^< m vn W z W W � W _ m W (Dr N N cfm 2 Q R zM R/1VS m i Z n ZZ n ! n�E d S N W Cj Eq 1 j UN Z u1 Lr '� 1 s Z I r mp amn v`g rc (n W Z PioN E O 1 i YCDrc A x /pa, I I $ I 1 1 t I N W UN20 CD 0.g Q QgOFESS PER C.O.B. STD. S-29 MNG - i 1 "' ., y j, QFO µ, DQ Alf �"m CIVIL 6 ENGINEERS fF7- © PAVE WITH 0.20' A.C. OVER 0.40' A.B. o z 'd Q W � y y t` 3.56' ® 0.20% = 0.01 r5I iVC I i �l 0�.+- N N NNO� to rc I m i i i I 8 34' 11' 1 1 1 1 18' 12 © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 Im 1 w i R1 -i I i I r i I i 1 i R/W 2019 NESIWINO DRIVE StE 'C BAKEN4tEDJ. CA. 933(N 32>-/486 fA% 3T1-f�5T CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A - S-- 1 1 6 e � * * c �9l OIVR C2 I 1 I r I 1 1 i O V JAMES K. DELMARTER R. .E.: 17564(/j} 2002 RSP. CASE "A" C3 C3 0 0 'o 0 1 i ce NW RETURN GUERRERO o & EZEQUIEL DETAIL ® SHOWING A.D.A. COMPLIANCE h I- Un 1 "11 I v°ii R/Wr$ I vi vO1i O o U ^< m M � J M z W W � W _ m w (Dr N N N w $ W n ++ m 0 00 SD-o-+DD_O NN -SD DO3+00 GUERRERO4+Oo AVENUE 1+ 4.59 _co -� X41 II ( 48 ■ I I 1 i i Z w I ; r N Q W mo W m J N 1 Un 1 "11 I v°ii R/Wr$ I vi vO1i u�i r°in umi 1 n 1 n I i t U IJ gLLm N < I n 1 M m i Z N m ! riot' 4 zM n{ n S N W Cj n M 1 j UN Z u1 Lr '� 1 s Z I r mp amn v`g rc m II I I I V ! t 1 i i i r A x /pa, I I $ I 1 1 t I I I 9`Ts. i i I i QgOFESS PER C.O.B. STD. S-29 MNG - i 1 "' ., y j, QFO µ, DQ Alf �"m CIVIL 6 ENGINEERS fF7- © PAVE WITH 0.20' A.C. OVER 0.40' A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. SID, S_31 _ � m'a �9 r5I iVC I i J --362 to rc I m i i i I CENTERLINE PROFILE DELMARTER & ASSOC. 1 i I 1 Oi I g\ 13 I i 1 1 N U I W I U r 2 m11 t[ml i M I O JiG�u! M U + i `I' Q tLyJ1 m U 1 y I i I 1 i I i f i ! i I i i 1 G3; I I 1 I i t i i i ! I I I t 1 i 1 I i i 16 17 6+007+00 (] W 8+00 8+5.86 589'37'28"E _ -00 N n m M m � Z w W m in S a N Q W mo W m J N ^ m m �12I�18'�8 "11 I v°ii R/Wr$ 30.03' 6+007+00 (] W 8+00 8+5.86 589'37'28"E _ -00 N 49 50 z Un z nwE n ��LLm MjA M M. 0 O P) Z uO1in �' aJo 3t` +}QW NNmO 51 U U 52 53 J U 54 CURVE TABLE < CURVE DELTA RADIUS TANGENT LENGTH Cl uO1i v°ii R/Wr$ 30.03' vi vO1i u�i r°in umi n n n o m N < a n m 20' m N M M S N h f+ p 0 + n r 1 s 1 1 2 I m II 49 50 z Un z nwE n ��LLm MjA M M. 0 O P) Z uO1in �' aJo 3t` +}QW NNmO 51 U U 52 53 J U 54 Z 0 K v i m M Id w w Q ® 4NTERUNE GUTTER Fm 1 1 1 I ri&h W U11fp Z i ` i I I M p g NATURAL GROUND ® EENTERUNE Nr¢� I� 1 i I I 1 I i i t I 1 I i i f I t i I 1 I i I i t I i ! i t 0.256% f I t 1 1 I I I 1 I i S7UTH GUTTER PRCFILE 1 I I I I i i i I i 1 I I I 1 i f I I I 1 1 I + i 55 56 57 58 TYPICAL CA DRIVEWAY FA STATION 0 m U a r m 1 i i I I I i i J- ® 0.20% = 0.01' 24 e yt\j 0.50'+4.5' ®2%= 0.59' TYP 90 y9 2.56' ® 0.20% = 0.00' 25 RETURNS ® LEO & GUERRERO DETAIL SHOWING A.D.A. COMPLIANCE 4.65' ® 0.256%= 0.01' 000 ry9ph 26 0.50' + 45' ® 2% = 0.59' TIP 15' ® 0.20% = 0.01' SCALES HORIZ: 1' -50' VERT: 1"- 2' 1 CURVE TABLE < CURVE DELTA RADIUS TANGENT LENGTH Cl 90MS19° 0' 30.03' 47.15' C2 90'0711" 0' 30.06 47.19' C3 90'00'00" 20 20.00' 31.42' C4 96'28'55" 20' 22.40' 33.68' C5 83'31'05° 20' 1786' 9.15' Z 0 K v i m M Id w w Q ® 4NTERUNE GUTTER Fm 1 1 1 I ri&h W U11fp Z i ` i I I M p g NATURAL GROUND ® EENTERUNE Nr¢� I� 1 i I I 1 I i i t I 1 I i i f I t i I 1 I i I i t I i ! i t 0.256% f I t 1 1 I I I 1 I i S7UTH GUTTER PRCFILE 1 I I I I i i i I i 1 I I I 1 i f I I I 1 1 I + i 55 56 57 58 TYPICAL CA DRIVEWAY FA STATION 0 m U a r m 1 i i I I I i i J- ® 0.20% = 0.01' 24 e yt\j 0.50'+4.5' ®2%= 0.59' TYP 90 y9 2.56' ® 0.20% = 0.00' 25 RETURNS ® LEO & GUERRERO DETAIL SHOWING A.D.A. COMPLIANCE 4.65' ® 0.256%= 0.01' 000 ry9ph 26 0.50' + 45' ® 2% = 0.59' TIP 15' ® 0.20% = 0.01' SCALES HORIZ: 1' -50' VERT: 1"- 2' 1 < 1 I t 7029 PHASES 1 & M I I NOTES & LEGEND I 1 M I 1 I I 1 I + TRAFFIC CONTROL SIGNEXHIBIT 5 PER C.O.B. STD. S-40 � y RrEC il� l RRA 'HA iv Im I I 1 I 1 10 CONSTRUCT 6" TYPE CURB AND GUTTER PER C.O.B. INSTALL STREET SIGN 4. n.P I m II I i s SHEET I a x /pa, I 11-1-16 Tnm_Ix_ 4 �U� OF QgOFESS PER C.O.B. STD. S-29 MNG - i 1 "' ., y j, QFO µ, DQ Alf �"m CIVIL 6 ENGINEERS fF7- © PAVE WITH 0.20' A.C. OVER 0.40' A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. SID, S_31 _ � m'a DELMARTER & Assoc. GUERRERO AVENUE --362 to rc I m i i i I DELMARTER & ASSOC. © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 Im 1 w i _" O% ^<" ° '-'r •..•• x fi 7 /i lf�l {..�u. J ' "f.'' I i I r i I i 1 i 2019 NESIWINO DRIVE StE 'C BAKEN4tEDJ. CA. 933(N 32>-/486 fA% 3T1-f�5T CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A - S-- 1 1 6 e � * * c �9l OIVR 9��,y1� I 1 I r I 1 1 i 36� JAMES K. DELMARTER R. .E.: 17564(/j} 2002 RSP. CASE "A" -SD= PROPOSED STORM DRAIN R,d� FOF CAIIFp GATE: i % t i I i I I A8�6p i f I I I 1 r i I CiTY ICORD3 NO. I I I JOB N0.14091 D I i i i I I i y -- 358 K m TRACT NO. 7029 PHASES 1 & 2 NOTES & LEGEND "A" - STREET PLANS & PROFILES "B" I + TRAFFIC CONTROL SIGNEXHIBIT 5 PER C.O.B. STD. S-40 � y RrEC il� l RRA 'HA iv 10 CONSTRUCT 6" TYPE CURB AND GUTTER PER C.O.B. INSTALL STREET SIGN 4. n.P s SHEET STD. S -t WITH 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. SID. S 3. a CONSTRUCT 6" TYPE "A" DRIVEWAY PER CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT pROPOSEO STD. ST -7 ��`3' /pa, DRAWN BY: JKD DATE 11-1-16 Tnm_Ix_ 4 �U� OF QgOFESS PER C.O.B. STD. S-29 MNG - i 1 "' ., y j, QFO µ, DQ Alf �"m CIVIL 6 ENGINEERS fF7- © PAVE WITH 0.20' A.C. OVER 0.40' A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. SID, S_31 _ � m'a DELMARTER & Assoc. GUERRERO AVENUE �q J�"t1REu is UT' 1 �f;� 1 e 4s �' e, DELMARTER & ASSOC. © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 O PROPOSED SEWER OR STORM DRAIN MANHOLE _" O% ^<" ° '-'r •..•• x fi 7 /i lf�l {..�u. J ' "f.'' 8Y: 2019 NESIWINO DRIVE StE 'C BAKEN4tEDJ. CA. 933(N 32>-/486 fA% 3T1-f�5T CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A - S-- PROPOSED SEWER LINE 6 e � * * c �9l OIVR 9��,y1� ✓ PHONE - - - - SURVEYORS JAMES K. DELMARTER R. .E.: 17564(/j} 2002 RSP. CASE "A" -SD= PROPOSED STORM DRAIN R,d� FOF CAIIFp GATE: CiTY ICORD3 NO. JOB N0.14091 D LLI D Z W Q Q co N OW C� Q � _ � W � N (n M M 0 J i' 28 Q M M M M 12 12 18' 118' 12 w m 12 18 1118 0 46 I o < O ' C5 � W o 0 Li iz O ± Oni N N / 69 0 S68 67 a S 08 o 0 0 66 65 o a64 63 a o62 61 a o60 a 59 29 52 o a o n a 0 9 60 a 10 11 < 12 { I N n m a v+i e m n m m I IV WIDE P.U.E. & 12 18'' 18 12 SME HEETE4AIL a+ I i i a I PEDESTRIAN EASEMENT R ��'�' t d ; 45 0 0 0 0 o v o v o o U PER FINAL MAP o 0 r 'f'I _--- — — RAW 10' WIDE P.U.E. & 10' WIDE P.U.E. & I + + a ' / ! r C3 �� PEDESTRIAN EASEMENT PEDESTRIAN EASEMENT I C4 N C71i ' /I I Ct W PER FINAL MAP PER FINAL MAP i t C2 DO Y b -------3+00 _�________________4±00 5+00 �i+0_07±00g�8+00_ _ ^�--___Fr !788R.7 B FA53 ry1�—® ----- — �_________-___2+DD----- 2+00 ____-s. 2+00.00 LJ/. 58931'z8"E "� „-> ., _., , 8+8s.os ; o+ ro EZEQUIEL COURT 2+05.w { cs cs 0 GUADALUPE AVENUE C5 // 30 I L � Cz N CURVE TABLE _______ CURVE DELTA RADIUS TANGENT LENGTH C1 90'00'00" 20' 20.00' 31.42' C2 47'09'23" 33' 14.40' 27.16' C3 137'09'23" 42' 1 100.54:' C4 90.00.00" 37' 1 37.00' 1 58.12' C5 2225'35" 3Y 7.34' 14.48' C6 134'S1Y0" 82' --- 193.00' C7 96'28'55" 37' 1 41.44' 62.30' C8 141.20.05" 82' 14 202.27' N (n M M 0 J i' 28 Q M M M M 12 12 18' 118' 12 w m 12 18 1118 0 46 I o < O ' C5 � W o 0 Li iz O ± Oni N N / 69 0 S68 67 a S 08 o 0 0 66 65 o a64 63 a o62 61 a o60 a 59 29 52 o a o n a 0 9 60 a 10 11 < 12 { I N n m a v+i e m n m m I IV WIDE P.U.E. & 12 18'' 18 12 SME HEETE4AIL a+ I i i a I PEDESTRIAN EASEMENT R ��'�' t d ; 45 0 0 0 0 o v o v o o U PER FINAL MAP o 0 r 'f'I _--- — — RAW 10' WIDE P.U.E. & 10' WIDE P.U.E. & I + + a ' / ! r C3 �� PEDESTRIAN EASEMENT PEDESTRIAN EASEMENT I C4 N C71i ' /I I Ct W PER FINAL MAP PER FINAL MAP i t C2 DO Y b -------3+00 _�________________4±00 5+00 �i+0_07±00g�8+00_ _ ^�--___Fr !788R.7 B FA53 ry1�—® ----- — �_________-___2+DD----- 2+00 ____-s. 2+00.00 LJ/. 58931'z8"E "� „-> ., _., , 8+8s.os ; o+ ro EZEQUIEL COURT 2+05.w { cs cs 0 GUADALUPE AVENUE C5 // 30 I L � Cz N -____ _______ _______ BD.MeR1ER 5 ASVIC �" _______ _______ m _______ -----�- - m1— 54 f' ---- - W W / i F- 43 m r �ETwuTEx e asmc w M WLd 0') _ D m 1 � Z 18' 118' 12 m z m Y wQ 0 W LLJ ; e m r m .6 ai m N (n M M 0 J i' 28 Q M M M M 12 12 18' 118' 12 w m 12 18 1118 0 46 I o < O ' C5 � W o 0 Li iz O ± Oni N N / 69 0 S68 67 a S 08 o 0 0 66 65 o a64 63 a o62 61 a o60 a 59 29 52 o a o n a 0 9 60 a 10 11 < 12 { I N n m a v+i e m n m m I IV WIDE P.U.E. & 12 18'' 18 12 SME HEETE4AIL a+ I i i a I PEDESTRIAN EASEMENT R ��'�' t d ; 45 0 0 0 0 o v o v o o U PER FINAL MAP o 0 r 'f'I _--- — — RAW 10' WIDE P.U.E. & 10' WIDE P.U.E. & I + + a ' / ! r C3 �� PEDESTRIAN EASEMENT PEDESTRIAN EASEMENT I C4 N C71i ' /I I Ct W PER FINAL MAP PER FINAL MAP i t C2 DO Y b -------3+00 _�________________4±00 5+00 �i+0_07±00g�8+00_ _ ^�--___Fr !788R.7 B FA53 ry1�—® ----- — �_________-___2+DD----- 2+00 ____-s. 2+00.00 LJ/. 58931'z8"E "� „-> ., _., , 8+8s.os ; o+ ro EZEQUIEL COURT 2+05.w { cs cs 0 GUADALUPE AVENUE C5 // 30 I L � Cz N -____ _______ _______ _______ _______ _______ m _______ -----�- - m1— 54 f' ---- - - --- / i F- 43 m r M h m 1 + m+ 31 12 18' 118' 12 m - -- < + ,� _ + \ m-_ o 0 16 14 a m 1A n n 1Z / m - 42 - v 41 4U v v 39 Sts v v S/ ,56 v v .55 .54 v v .53 <.SZ d i •, a r r 7 m H r M U U M ± N z TYPICAL CA DRIVEWAY a FA STATION u o 0 � n w rani n n 2 U U 8 2 E E E II w m n a U U U m K n n d a a u o 6 n m_g + + + + SCALES HORIZ: 1"=50' VERT: 1' 2' 1 2 3 4 5 6 7 8 9 0 1 2 3 m I I v I 1 r ,J E N n E n 362 w _ _ - - { m i { 362 ( I 1 NATURAL ----- --G-RO- �U f1IIr'III{( D-- —0- C- E—N--T--E---R-U- - NE ENTERUNENA RAL GROUND O ------- -- - ------ ------------ - +-------- -r- ---- - --- --------- ------------ - - ----- -- ---- +----- 360 ----------- ------------- - { rnO0, ..rn22 -00�0nVn0% 4-- --------------- -T- 356 ( 356 -- ------ -- jj;I�II�I�iI!I�(I �-- -e- -- A - •- - "— ---- - 3333655 5 -0886-- - 362 -- ----- 362- - NATURAL GROUND 0 CENTERUNE NA GROUND 0NERUNE ....... -- -- - ---------- ---- - ------ -------------------------------- ----- --- ---- - + -- ------------------ ---! 360 a.zook SbUTFI GUTTER PRFIIE 3583,96 TRACT NO. 7029 PHASES1 & 2 NOTES & LEGEND EXHIBIT "A" STREET PLANS & PROFILES TRAFFIC CONTROL SIGN Cl) CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.S. STD. S-40 4' TYP STD. NTH 4.5' WIDE COMBINATON TYPE SIDEWALKCONSTRUCT 6" TYPE "A" DRIVEWAY PER ArtAn SHEET 5 PER CO.B. STD. S-3. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT DRAWN BY JKD DATE 11-1-i6 14 PER C.O.B. STD. 5-29 ANG PROPOSED STD. ST -7 CIVIL OF 6 ' TVP ENGINEERS DELMARTER &Assoc. GUALADUPE AVENUE© PAVE WITH 0.20' A.C. OVER 0.40' A.B. DELMARTER &.ASSOC.INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 RR's Ka PROPOSED SEWER OR STORM DRAIN MANHOLE `Beea4CONSTRUCTMDE CROSS GUTTER PER C.O.B. STD. 5-35 EZEQUIEL COURT- - [f✓+I •_------.--»..� * * B PHgE 32T-1488 FA% 39-10.52 --S-- PROPOSED SEWER LINE JAMES K. DELMARTER `I-✓ ` CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A PROPOSED STORM DRAIN ��qT C/yIV R4�P R. .. 17564 SURVEYORS 2002 RSP, CASE "A" - P OF CAUf� DATE: lc l c GA xcwFrtrr u _,- - CITY WOORDS NO. °Q" '" - JOB NO. 14091 D I, I- )0�-� �A1,r. }- 10' WIDE P.U.E. &3 PEDESTRIAN EASEMENT PER FINAL MAP 41 1£1NPRlER 6 ASSBC N N M 2 0 N mT 6 m O n 33 M M M N V U m $ 2 2 2 $ O d W V V V K O a m w m a a a w g 8 o o r y N m m gg N N N m m N N N + m m n / 44 45 46 47. g 48 1 g g 2 3 4 R N N OO OO 1 II 1 m' m' U + 10 20' 20' 10 N " pn M < N "!" o o R SD v v \ 32 W 10' WIDE P I E & C4 IN 5 18' 18' LLJ Z W Q W aIn J W Q � N Q w � w CDN m $ 6 O N N } N 10 WIDE P.U.E. & C3 PEDESTRIAN EASEMENT PEDESTRIAN EASEMENT .N- C7 ( o ---`_N PER FINAL MAP PER FINAL MAP m Ci C2 S C53+00 _��_. 4+00 S I s+00 _ 6+00 _- _ S �— 00 ZARAGOZA DRIVE , �� 4+80'00 —I C2 6+ 5.00 OF eRRF e UMMENENT N C1 t C1 N I C3 31 Q LLTJ LL w J W Q = N Q W Q W V � i 8 8' 12' C5 #f y \ C] z+oo.da. 1£IRNRiER & aS� W Z W m < Q < N ITS M M O M V m W W w m n a t0 a Ed w N " 59 58 �n N 17a a18 i N In t2' 18' 18 12' + + SEE DETAIL SEE DETAIL 1O m R/W SHEET 4 'y SHEET 4 0 SEE DETAIL $ �_ R/W SHEET 4 SD=O o 0 m m \ ry 12 18' 18' 12 < 1 30 m + 68 49 8 7 6'+ Y 5 <29 TYPICAL CA DRIVEWAY $ FA_ STATION a _ �O.SOpq WEST GUTTER PROFILE ...__. i._. _______L__. i I $ 1 1 n m o F, i i $ {$ t n i N N LENGTH M M M M 20.00' i $ 45'52'37" M M ! U U p m i w a a 99.60' C4 90'0000" 37' p IN O N C5 22'25'35" N Intl N + m n 134'51'10" 82' _ �O.SOpq WEST GUTTER PROFILE ...__. i._. _______L__. i I $ 1 1 2 I I i i $ {$ t n i N n N LENGTH C1 i K V 20' 20.00' i C2 45'52'37" M M ! 29.63' C3 i 1 --- 99.60' C4 90'0000" 37' 37.00' 58.12' C5 22'25'35" w 7.34' 14.48' C6 134'51'10" 82' Iti 193.00' C7 96'28'55" 1 i 6230' C8 i i i 82' M M C9 M M 22.40' 33.68' I 1 83.31'05" 1 I 1 17.86' 1 29.15 a a -- — i � T i i i i i i i r i I I i 1 I I N M p 1 n 19 I 1 , T 1 O M M _362 _ ________ +___. .._ _,a -------- {______.____r ____..-p _I_____ _____._ I N !M e1 '"?`w c'AN j ! Ci___r_i.___o + BEEOOBTANED FROM THENKERN CIOUNTY PUBLIC U cpJ + WORKS DEPARTMENT FOR TIE-IN TO EXIST STREET U U i 1 NATUR%L GROUND 0 C6TERUNE j � a ! I I 1 { i 1 i 1 t 1 i i (0 i; i - Po i I I 1 I & CROSS GUTTER _ �O.SOpq WEST GUTTER PROFILE ...__. i._. _______L__. i I $ 1 1 2 I I i i $ {$ t n i N n N LENGTH C1 i K V 20' 20.00' 31.42' C2 45'52'37" M M ! 29.63' C3 IN t --- 99.60' C4 90'0000" 37' 37.00' 58.12' C5 22'25'35" 37' 7.34' 14.48' C6 134'51'10" 82' Iti 193.00' C7 96'28'55" 1 i 6230' C8 i i i 82' --- 202.27' C9 96'28'55" GROUND ® CENTERLINE 22.40' 33.68' C10 1 83.31'05" 1 20' 1 17.86' 1 29.15 a a -- — i � T i i i i i i i r i I I i 1 I I EAST GUTTER PROFILE NOTES & LEGEND -1 TRAFFIC CONTROL SIGN 1D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER CO.B. } INSTALL STREET SIGN PER C.O.B. STD. S-40 SID. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK • PER C.O.B. STD. S-3. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 Q PAVE WITH 0.20' A.C. OVER 0.40' A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 �'FQ3 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 0 PROPOSED SEWER OR STORM DRAIN MANHOLE 4-✓ ` CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A — S — PROPOSED SEWER LINE 2002 RSP, CASE "A" =SD= PROPOSED STORM DRAIN N n 2 a i t I I i i I I I LEO STREET s+oo v N0�"W+ CURVE TABLE i CURVE DELTA RADIUS TANGENT LENGTH C1 90'00'00" 20' 20.00' 31.42' C2 45'52'37" 37' 15.66' 29.63' C3 13552'37" 42' --- 99.60' C4 90'0000" 37' 37.00' 58.12' C5 22'25'35" 37' 7.34' 14.48' C6 134'51'10" 82' Iti 193.00' C7 96'28'55" 37' 41.44' 6230' C8 141'20'05" 82' --- 202.27' C9 96'28'55" 20' 22.40' 33.68' C10 1 83.31'05" 1 20' 1 17.86' 1 29.15 N n 2 a i t I I i i I I I LEO STREET s+oo v N0�"W+ 28 U V 27 15 !- 4' TYP CONSTRUCT 6" TYPE "A" DRIVEWAY PER PROPOSED STD. ST -7 3' `MNG 16, TYP TP i U 0 ! i i 1 I I m I 1 ci M O M m q t $ I n $ 2 M j rc'I o n m Y a IBJ C U' n o m c'2 a li + o z n Iti a 6 m h N m l 1 � a I I 1 Y m N ! 0 l m O m 2 U ! a a i i � o m N ± N M n n 19 I 1 20 1 I y_ + + I e1 '"?`w c'AN j I I I i I ENCROACHMF SHALL BEEOOBTANED FROM THENKERN CIOUNTY PUBLIC WORKS DEPARTMENT FOR TIE-IN TO EXIST STREET U U i 1 WEST GUTTER PROFILE ® ✓i � a ! I I 1 { i 1 i I I (0 i; / 7+49 55 1- - - ISITNG - Po i I I 1 I & CROSS GUTTER -m Y1 EXISTNMONUMT I t ;00 I i i i I z y (F 28 U V 27 15 !- 4' TYP CONSTRUCT 6" TYPE "A" DRIVEWAY PER PROPOSED STD. ST -7 3' `MNG 16, TYP TP i i i ! i i 1 I I m I 1 ci a ft/W m q t $ I n m (9 I M j rc'I o n m a n + U' n o I I I 16 a li + m n n Iti a < n w m h N m l 1 M I M I I 1 ! 0 l m o 2 F 28 U V 27 15 !- 4' TYP CONSTRUCT 6" TYPE "A" DRIVEWAY PER PROPOSED STD. ST -7 3' `MNG 16, TYP TP ,a 1: 13A ��. ,� 4 ikuT�tts&kff s� �� KSJELMIA I' 26 25 w m a m a W 24 U 23 22 21 SCALES HORIZ: 1"=50' VERT: 1"= 2' 8 -' i i i ! i i 1 I I m I 1 ci i w I I t $ I $ I I I 1 m (9 I M j rc'I o $ I � I i i U' i O 1 I I I 16 a li I m h N m l 1 M I M I I 1 ! 0 l m o 2 F ! w o i i N o m ± N M I I I '6 1 I 1 I 1 1 ,a 1: 13A ��. ,� 4 ikuT�tts&kff s� �� KSJELMIA I' 26 25 w m a m a W 24 U 23 22 21 SCALES HORIZ: 1"=50' VERT: 1"= 2' 8 -' 1 n t 1 ci ! l a t $ I $ I I I 1 m (9 I M j rc'I o m U' m I U I I I I 16 1 + i <, f + i 1 f 9 O m 2 F NATURAL GROUND 0 CENTERLINE '6 1 I y_ + + I I I I i I WP i 1 WEST GUTTER PROFILE ® ✓i I ! I I 1 { i 1 i I I I 1 I I Po i I I 1 I 1 of I t 4 I i i i I z y W m I I I I 1 � I ffi I I 1 1 1 K o I __I_... .... 1 i 49 I 1 p NATURAL GROUND 0 CENTERUNE I I I i I i 1 I I I _ I I I 1 I EAST GUTTER I 358 356 3.62 _----- L__ 36C__ i ! I i ( 358 I I i TRACT NO. 7029 PHASES 1 & 2 EXHIBIT "A" — STREET PLANS & PROFILES DRAWN BY : JKD DATE : 11-1-1600,00" SHEET 6 CIVIL c - OF 6 ENGINEERS - ELMARTER & ASSO ZARAGOZA AVENUE DELMARTER & ASSOC. LEO STREET 2019 I'£S DMW S,E"c eARERS W, GA 933m BY: PHONE 327-1488 FAX 327-1452 JAMES K. DELMARTER n _ R.0 .: 756!4/ SURVEYORS CITY �CORD3 NO. N- JOB N0.14091 D