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HomeMy WebLinkAbout1.1-7029 Ph 1 & 2KE -'L' -".N COUNTY CALIFORETIA ASPHALT NOTES STANDARD NOTES i. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS BEFORE START OF CONSTRUCTIOASPHALT CONCRETE PAVING NOTES: > 1. A halt Concrete shall be Type 'A' modified far all arterial and collector streets and Type 'B' (modified) for local streets and DEPARTMENT F A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS sp yp (modified) yP ( ) DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. shall conform to the provisions al Section the Asphalt Concrete", g the Standard Specifications and those Special (modified) Asphalt 2. Prier to the erform of asphalt binder, the combined mineral aggregate for Type 'A' ndadified) or Type 'B' (modified) Amaxim Concrete shall wnfarm to the requiremmta of Section 39-2.02,.'Aggrogate"", of the Standard Specifications for 3/4 inch maximum, medium grading. performance graded asphalt, eases otherwise directed Asphalt Concrete shall be PG. 64-10 erf h , . Asphalt Binder iw Type 'A'(modified)p 9 sp 3 sp W sP by the City Ected y the Engineer Binder for Type 'B' (modified) Asphalt Concrete shall a PG 84-10 Performance table graded asphalt, unless otherwise directed by Sect Cily -1.OZ ' The Asphalt Stand shall conform to lFre requirements in the table far °Steam -Refined Paving Asphalts', in Section It Binder 'Grades", of the Standard Specifications. 4. The amount es the Asphalt Binder is be mixed with Na Mineral Aggregate shall be work. The a by the Contractor n r shall a With California Teal Method er. using samples of materials proposed for use in the work. The amount of Asphalt Binder shill be approved by the days Engineer. ". 5. At Ispat 14 days pear to the start work, the Contractor shall submit the following for the City Engineer's review and approval: A. A ilea of aggregate and asphalt sources. " Docume", of a Stard that the aggregates to be inpecial ro in the work conform to the requirements and send ui Section 39 -sults "Aggregate", of the Stantlmd Specifications and these Special Provisions. Material sieve analysis and sand equivalent Seat resells shall not be older than six (6) months. AN other test results shall be no older than one (1) year. C. An asphalt concrete mix design determined in accordance with California Teat 367. Laboratory test results an 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 oil.': The Contractor shall bear all the costs associated with the asphalt concrete mix design. 6. Where new asphalt concrete povemont Is to conform to existing paved surfaces, the existing pavement k to be saw wt 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 requhed on nun -paved areasto 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 Point Binder has been applied shallbe dosed to public traffic. Care shall be to avoid breaking 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 shallbe surfaced as directed by the City Engineer. Additional asphaltconcrete 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 compacta thickness of a layer of asphalt concrete Is 0.15 foot ar 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 con be surfaced during the following shift of normal paving operations. Additional asphalt concrete shall be placed along the transverse drop-offs an each lane. Such additional asphalt concrete shall be hand raced and compacted to form temporary conforms before the lanes are opened to public traffic. Kraft paper, ar other approved bond breaker, may be placed under the conforms to facilitate the removed of the conforms when paving operation resume. 12. Where compacted thickness of a layer of asphalt concrete is more than 0.15 foot paving apeutims shall be conducted in such a manner that the layer of asphalt concrete Is placed an all contiguous Innes of the traveled way before the lanes are opened to public traffic. At the and of each work shift, the distance between the ends of a layer of asphalt concrete an adjacent lanes shall not be greater than 10 feet. Additional asphalt concrete shall be placed along the transverse drop-offs an each lane. Such additional asphalt concrete shall be hand raked and compacted to form temporary conforms before the Innes are opened to public traffic. Kraft paper, or other approved bond breaker, may be piaeed under the wmarms to faalitata the removal of the conform, when Paying 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 accordancewithCalifornia Test 375, 14. If the In -Place Density of any lot of asphalt concrete is less than 92 percent a Greater than 94 percent of the maximum theoretical density, the contractor will be advised that the required relative compaction is net being attained and that the materials er procedures, ar both; ifneeded, are to be adjusted Asphalt concrete spreading operations shall not continue until the contractcr has notified the City Engineer of the adjustment that wtll be made 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 shag be removed and replaced with material that meet the In -Place Density requirements. 15. If the teat results for any lot of wpholt 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 normative wore shall be at the contractor's expense. 16. The Fled Dmaity of compacted asphalt concrete shall be determined by. A. A properly calibrated nuclear asphalt testing device in the field or B. ASTM D1188 when ideas or came we taken far laboratory testing. Zinc Stearate may be substituted with paraffin. Gln was, of dispute, method "B' shell 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. Remowl and nwinemmL or C. Placement of on asphalt concrete overlay. The method will be selected by the City Engineer. The corrective work shall be at the contradar's expense. 18. If abrasive grinding is used to bring the finished surface to specified surface tolerances, additional grinding shall be performed, as necessary, to enlarge the grinding area so that the longitudinal limits of grinding are at 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 centedlne. All ground areas shall conform to the requirements In the first paragraph and the lost four paragraphs of section 42-2.02, 'Construction", of the Standard Specificafwna A fog seal cost shall be applied to all finished asphalt surfaces at the contractor's expense. The Fog Seal coat shell be either rejuvenating agent or asphalt emulsion as directed by the City Engineer. 19. Arterial and collector street base material shall be crushed aggregate base (CAB) conforming to Section 200-2.2 of the "Greenback". Base material for local streets shall be CAB err fine gradation Crushed Miscellaneous Base (CMB) conforming to Section 200-2.4 of the "Greenbook"92. 4.w1dkh allows up to 50% of the volume In be reclaimed asphalt concrete Portland cement concrete, Ins concrete base, cement treated base e 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 themes, the grading plane shall conform to the flowing: A. When asphalt concrete or asphalt concrete base is to be plow on the grading plane, the grading plane at any point shall not wry more than 0.04 foot above or below the grade established by the engineer. B. When the subbase ar base material (other than asphalt concrete base) is to be place an the grading plan& the grading plane at my point shall not vary more than 0.04 foot above ar below the grade established y the engineer. MASONRY WALL SEE WALL PLANS 114- - 7' TYPICAL TYPE "A" CURB AND GUTTER W/5.5 WIDE SIDEWALK T.I. = 8.5 - MIN. "R" VALUE = 37 PAD PAD 1.5' Z [ VARIES LB%- 2.9% E. PANAMA LANE SECTION 20' 12 1/4" PER F7 A B C f% 1 26' 8' 18' 2 30' 10' 20' 3 30' 12' 18' STREETS 1 EZEQUIEL & NORTH ZARAGOZA 2 GUERRERO ENTRANCE T.I = 4.5 - MIN. "R" VALUE = 37 3 REMAINDER GUERRERO. GUADALUPE, LEO & SOUTH ZARAGOZA 2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES TYPE "B" CURB & GUTTER ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL LF DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND 7056 UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE WHEELCHAIR RAMP FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE EA OCCASIONED BY HIS FAILURE TO EXACTLY LOCATC, PRESERVE AND PROTECT 41 ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE W BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS ROADWAY EXCAVATION W1'tHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER CY PRIOR TO THE AGGREGATE BASE BEING INSTALLED. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ROAD RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF EA CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND ---- PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT NO. 7029 BE UMITED TO NORMAL WORKING HOURS THAT THE CONTRACTOR SHALL EA DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS LF FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH TRAFFIC CONTROL SIGN THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY OU ARISING FOR THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF SAWCUT BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF LF TRANSPORTATION, STANDARD SPECIFICATIONS. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY COLLECTOR STREET CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS LF NOTICE: (661)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 m RESPONSIBLE OR UABLE 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/ N 49 DEVELOPER, NUMBER AND LOCATION OF THE TEST TO BE DETERMINED BY 27 THE CITY ENGINEER. 11. WARNING/REGULATORY SIGN PANELS SHALL BE MOUNTED ON POSTS \N U W/HAWKINS M2G SERIES BOLT & VANDAL PROOF NUT ASSEMBLY OR EQUAL. o 47 ROADSIDE SIGNS INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN N SIDEWALK 6 INCHES FROM BACK. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION (1-800-842-2444). 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN 28 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 46 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 FLOWUNES 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.D. SID T-17. 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 eaxruarswamc PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 20. INSTALL BLUE MARKERS AT CENTERUNE 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. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITBNG 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 DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REWIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. /SAW CUT AT CA EXIST PAVING - TO REMAIN - 0.45' TYPE "A" ASPHALT CONCRETE _ 0.80' AGGREGATE BASE R = 78 MIN. 1.25' NATURAL GROUND COMPACTED TO 95% MAX. REL DENSITY LOCAL STREET SECTION PAD 1/41.PER FT_ NOTE, AGGREGATE BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE 'GREENBOOK". AGGREGATE BASE MATERIAL IN LOCAL ROADS SHALL BE ETHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE 'GREENSOOK". TYPICAL TYPE "A" CURB AND GUTTER W/4.5' WIDE SIDEWALK 0.20' TYPE "B" ASPHALT CONCRETE 0.40' AGGREGATE BASE R = 78 MIN. 0.50' NATURAL GROUND COMPACTED TO 95% MAX. REL, DENSITY SCALES 1" = 10' HORIZ. 1" = 2' VERT 2% EXIST PAVING PER M. 5865 EAST PACHECO ROAD EAST PANAMA LANE VICINITY MAP N.T.S. ESTIMATED QUANTITIES PHASE 1 TYPE "B" CURB & GUTTER 1639 LF SIDEWALK 7056 SF WHEELCHAIR RAMP Wz� EA DRIVEWAY 41 E. AC PAVING z W AGGREGATE BASE OE. CY ROADWAY EXCAVATION 3395 CY MONUMENT x EAST FAIRVIEW ROAD o0 EA TRACT ---- I NO. 7029 3 EA STANDARD STREET SIGN LF TRAFFIC CONTROL SIGN 9 OU CROSS GUTTER EAST PANAMA LANE VICINITY MAP N.T.S. ESTIMATED QUANTITIES LOCAL STREET IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITHIN STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE NTH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLURON PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (MID) NUMBER 51`1543379790 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. vHmtJ SIJ - W`J VARIES 34' - 38' SAW CUT AT C/L OR 8' TEDGE OF PAVEMENT 2' a WIDENING FROM M. 6865-2 VARIES 2_2`- 3% 1/4" PER FT. PHASE 1 TYPE "B" CURB & GUTTER 1639 LF SIDEWALK 7056 SF WHEELCHAIR RAMP 5 EA DRIVEWAY 0 SF AC PAVING 2418 TON AGGREGATE BASE 2091 CY ROADWAY EXCAVATION 3395 CY MONUMENT 2 EA STREET LIGHT 100 WATT 4 EA STREET LIGHT 70 WATT ---- 1 METRO STREET SIGN 3 EA STANDARD STREET SIGN LF TRAFFIC CONTROL SIGN 9 EA CROSS GUTTER ---- 25 SAWCUT 970 LF ARTERIAL STREET 970 LF COLLECTOR STREET 692 LF LOCAL STREET IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITHIN STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE NTH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLURON PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (MID) NUMBER 51`1543379790 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. vHmtJ SIJ - W`J VARIES 34' - 38' SAW CUT AT C/L OR 8' TEDGE OF PAVEMENT 2' a WIDENING FROM M. 6865-2 VARIES 2_2`- 3% 1/4" PER FT. PHASE 2 5984 LF 26622 SF a 4 EA 5 12 = 13 20 21 1756 TON 1678 CY 2139 O 3 8 6 11 0U 14 19 22 EA 9 EA 2 EA 2 EA ' ' 7 70 h� 15 78 23 1113 SF 630 N 2780 1 ��� Q 6 9 W 16 17 24 2780 LF CB g2 (Dj CB4 W .- `�- 25 CB1 a CB. PHASE 2 GUERRERO AVENUE 12 6m 48 Q m 26 N 49 O 50 51 52 53 54 55 56 57 58 27 \N U o 47 N Z 28 46 69 68 67 66 65 64 63 62 61 60 59 ALL 0 SPARKS STREET INCLUDING CURB, GUTTER, RETURNS ¢ 45 ._ 29 SIDEWALK AND PAYING TO BE DONE WITH PHASE 1 TO LIMITS SHOWN n GUADALUPE AVENUE 30 eaxruarswamc �i o 44 - Q 0 r E 4J 42 41 40 39 38 37 38 35 34 33 32 31 SAMAN STREET (DRIVE AISLE) J a 9 0 SHEET INDEXFLOWA= 11 NO M021717ENT 7377 200 h DOCUMENT O.R. SHEE T I o KEY MAP E~ I PHASE 1 1. TITLE 1 W w 2. EAST PANAMA LANE I N 3. SPARKS STREET 4. GUERRERO AVENUE I I`_ a N 5. GUADALUPE AVENUE -------------) I EZEQUIEL COURT LOT B LOT C 6. ZARAGOZA DRIVE LEO STREET C/L EAST PANAMA LANE PHASE 2 5984 LF 26622 SF 10 EA 6039 SF 1756 TON 1678 CY 2139 CY 8 EA 2 EA 9 EA 2 EA 8 EA 4 EA 1113 SF 630 LF 2780 LF TOTAL 7623 LF 33678 SF 15 EA 6039 SF 4174 TON 3769 CY 5534 CY 10 EA 6 EA 9 EA 5 EA 8 EA 13 EA 1113 SF 970 LF 970 LF 1322 LF 2780 LF CITY OF BAKERSFIELD / CAL -TRANS STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: /_1jJ:J:1�]�1��7:]'1 REVIEWED BY ASST. PUBLIC WORKS DIRECTOR REVIEWED BY TRAFFIC ENGINEER !(/26//? 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 S CH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. Z -IG IAkAGC V f1ADT6 D !' C d 7�RA r1ATC 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 CA4-TRANS STD. 2002 RSP, CASE A' MASONRY WALL SEE WALL PLANS ATYPICAL 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 95% MAX. REL DENSITY SPARKS STREET SECTION 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 TOP OF CONCRETE MONUMENT IN LAMPHOLE 0 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. TRACT NO. 7029 PHASES 1 & 2 E STREET PLANS & PROFILES ENGINERSCIVIL DAT Revised DELMARTER AND DAl'IE, 11-1-16 Date BY 2019 WESTWND DRIVE BTE. "C BAKU PHONE 327-1486 FAX 32i DR1I G BY: J.K.D. _LAN PLAN TNG SURVE L -1EPEDN PROPERTY IN APPR. N 0 RtTNG Cr Y RECORDS NUMBER EXHIBIT "Ary CA 933p1 i NO..14091 D DRAWING RLE GATEWAY 1.1-7029 Ph 1 & 2 i 0 BAY TAPER TABLE 1 STATION OFFSET FROM CA 29+08.18 64.00' LT 29+18.18 63.84' LT 29+28.16 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+98.18 55.41' LT 30+08.18 54.62' LT 29+18.18 54.16' LT 30+28.18 54.00' LT n m LIJ i DELTA I RADIUS TANGENT LENGTH Cl 89-56'42-1 30 1 29.97 1 47.10' C2 91'02'30" 30' 30.55' Q C3 90'00'00" 30' 30.00' W 36+14.07 48.00' LT 7.77' RT 29+68.18 1.00' RT 30+73.18 255' RT 29+88.18 6.00' LT 2' 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 c m W 31+18.18 7. T NiYi \�'__--_---_--w--_--_---_--z _ ____ M Q 6.28' it n m z i DELTA I RADIUS TANGENT LENGTH � CURVE TABLE m CURVE DELTA I RADIUS TANGENT LENGTH Cl 89-56'42-1 30 1 29.97 1 47.10' C2 91'02'30" 30' 30.55' 47.67' C3 90'00'00" 30' 30.00' 47.12' � y. m m : W t HFJ.X�RiF➢. L ASS11L 35+39.07 J 35+46.57 �. 35+54.07 \ m 35+69.07 53.50' LT 35+84.07 50.75' LT 1 49.55' LT 35+99.07 48.69' LT 36+06.57 48.17 LT 36+14.07 48.00' LT 7.77' RT 29+68.18 1.00' RT w y. 1 I \ 35+24.07 : W t HFJ.X�RiF➢. L ASS11L 35+39.07 J 35+46.57 �. 35+54.07 \ m 35+69.07 53.50' LT 35+84.07 50.75' LT 1 49.55' LT 35+99.07 48.69' LT 36+06.57 48.17 LT 36+14.07 48.00' LT 7.77' RT 29+68.18 1.00' RT 30+73.18 255' 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. T NiYi \�'__--_---_--w--_--_---_--z _ ____ 180ro000" Q 6.28' a ro \ m I w m m Q Q w w m W FLOWAGE & DRAINAGE EASEMENT \ l � N mo o w DOCUMENT NO. 021 71 7 73 77 O.R. i I o no "a no Q m .PER o M N I n g q m o v U EXIST IMPROVEMENTS n .' d m o o Es w Ca 394746" 1 2' 1 0.72' 1 1.39' - PER TR. 8665-iI M I 2 10 m M M w 8' - 11 I I cil I I MASONRY WALL (n BAY TAPER TABLE 2 .STATION OFFSET ,FROM CA 35+24.07 59.00' CT 35+31:57 58.83' LT 35+39.07 58.31' LT 35+46.57 57.45' LT 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 48.00' LT MASONRY WALL 10' 25' 25' 10 INSTALL R81(CA) BEE WALL PLANS INSTALL R81(CA) R7-1 _ SEE WALL PLANS ON SIGN POST R/V/ (n /-IR26(CA) R� ON SIGN PORT R28 CA Q C1 72 `--i R26(CA) 1R28(CA) C3 ( ) L1.1 C2 -- -� SEE BAY TAPER 1Q RELOCATE EXISTING L /TELEPHONE RISER RELOCATE EXISTING ry ro `} TABLE 1 i 7 SEE BAY TAPER POLE & GUYS CI N EAST PANAMA LANE 1-41N Cli \! � N TABLE 2 • Ni > . Lo I00 25+00 - 26+00 27+00 28+00 FOG LINE 11'+ NORTH 29+00 30+00 © 31+00 32+00 33+00 34+00 35+00 36+0 `1 --EDGE PAYING g 37+00 38+00 _------------ -2+38.18 33+19.07 6+7. k - SAW CUT AT CA ~ -�- { 589'31'28"E ~ --._-----EXISTIND_ ----------------------- l MONUMENT _--------------------------------------------------------- ADDITIONAL PAVING �--------------------- - EDGE PAVING EXISTING IMPROVEMENTS PER TR. 6865-1- FUTURE FLOWLNE BAY TAPER TABLE 3 BAY TAPER TABLE 4 STATION OFFSET FROM C/L STATION IGFFSET 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+43.15 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+73.18 255' 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. T -- ,«,'nw �' w� o mm da 4 a s zwz a Dom W W = win m m 'n n n n 'mO� o. +++ `+'+ + mmo �°' m a< ae ++ m m n n n n BIKE LANE PAVEMENT MARKING 1 a PDS PER CALTRANS o SIDS A -24A & A -24C + %d 018 dO1S L TYPE IV ARROWSTPER AIL 36 TRANS STD A24A TYP. ,C _ t DETAIL 38 t DETAIL 39 DETAIL 39 DETAJL 39 PER CALTRANS STD. SPEC. PTI-02.ALKYD DETAIL 39 BIKE LANE PAVEMENT MARKING BIKE LANE PAVEMENT MARKING w/PERSON PER CALTRANS PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT w/PERSON PER CALTRANS TDS 24+00 FUTURE MEDIAN 25+00 _ __- -- 26+00 27+00 28+00 29+00 BIOS A -24A & A -24C 30+00 31+00 32+00 33+00 34+00 FUTURE MEDIANA-235+00A-24C 36+0 . EDGE PAVING 37+00 38+00 __ .___� ___-----------------------------L __ _ SEE BAY TAPER ------------------------------_ TABLE 3 __ _ __ _ __ ____ _ ___oC2 33+19.07 _ _____-_____-_-___-_ ---_ _ __-_____-----__-_-_ _--_--__.__-_ 36+ 7.76 a DET - -- 26+38.1C SCALES _ A L 29 -� �- -A- "{ i----k-��- -/- �` 1 . _+�' C4 I -F-- F -H- 1- -i- i --S LES -- DETAIL 2929 _ ______ �.-"SEE BAY TAPER C2c_ __ __C3 ____ ___________.-____. ___--------------------------------------- --------------- ON ___ _-.___.___ _____-___. ____________ N -----___--------____-- HORIZ: I"=50' EXISTING STRIPING PER TR. 6865-1 I TABLE 4 EXISTING CENTERLINE STRIPE TO REMAIN EDGE PAVING L FUTURE MEDIAN DETAIL 278 ALONG EDGE OF EXIST PAVING VERT. 111- 2' STRIPING PLAN & FUTURE MEDIAN DESIGN 26 27 28 29 30 31 32 33 34 35 36 37 I I t 1 1 • ! i I I 1 i I I I 1 I I I I I i, I ' t 1 i i 1 t n i f m m I 1 I I 3 1 I I f I I I 1 I I 1 - r-! I I -i 1 . . ___ i 1 _ _ 1 ____ _ ___ 1 _ .. .-_.. 1 1 _ 1 .___ 1 _el.__ _ .. i W 1 _g_ .. 1 _. yqm .._ 1-----------1 __---------------------- -------------_ __ __ _i,.___-_._. ,_ T___.__ i______ !---------------------- ---------- _... T _ .I_ T_o _.T. l--o-._._T_ 1. .__ __C.._ _ .T o I. I I 3 f i i� 1 I I I I l rc 1 I I ! i i J I I I I 1 mow i I 1 1 I I I 1 I 1 1 1 1 < r r t I_______....__1_ L..__ .1_. _.__-_ _L__. -__-L_. __ -_____1 _.._�-...__ L_______ ' I �_ __1__.__. __ _=._.__.____-.. 1 L___._.. ___.1_.___. __.. __A__._.. __.__._J._....__.____-_ 4_._____..__ L .._._.__ 1_'4__.__ __1_-.... _. ..___.._i__ ,. __ __._�_. ___. _.___.1 �-_.____.__ I ___.__.__ ___L __.___�. _1________ _�-, .___.__ ________ .Y._____ .-. _ __._Y .. __� __ _.._.. ___.-______.-_ j 1 I 1 t I 1 1 1 I I t I 1 I I t n n I i 1 1 i M 1 g'j i I W t 1 1 n n O 1 O i v O 1 1 i I i i t 1 0 1 0 N f 1 I + rc rc + I 1 I 1 i m + i I I I+ t Oo+ O a m I 1 1 -- 364,--'- ----- -----.- ---'----- ----�--._ -�--1---------- -� ----- `i------- -�._---�- --�--.____.__.._}. -- - ----+--------FGGVNE'PRGPILTTT+------+----------- I- -----_._. ------- ------------- ---------- .. __--- `--_ _ _I ---- - ----'3-64.----... i i i t I 1 I i I _NORTH OR CENTER LINE EXTEND GRADE TO 1 I INTIf85ECTNATURAL MOUND i 0.200% d I I I I i I I I I 1 i -__--.___ _•_.._.__._.. _ - __I __-- _ 0.50^4"' _. _._. i -- _ _ . _ -`. -_-` r T '"_ - .� 0.200% I 0.5�%J 1 I i NORTH GUTir.R PROFILE 1 t 1 1 1 1 i 1 i 1 1 i 1 i -'--1-------- -------i---- --------- a-------- I 1 1 i I NATURAL GROUND AT GUTTER ONE I 1 i 1 I I I 1 I t 1 I I I i i 1 f I i I i i I i f I 1 I I i I 1 I i i I f I i i I 1 I 1 3 I I I I I I I 1 I i I i TRACT NO. 7029 PHASES 1 & 2 EXHIBIT "A" - STREET PLANS & PROFILES NOTES & LEGEND � TRAFFIC CONTROL SIGN - iQ CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. -I- INSTALL METRO STREET SIGN PER C.O.B. STD. S-40 DRAWN BY : JKD DATE 11-1-16 H n� SHEET 2 eg6FE6Slpro CIVIL '_ L -- OF 6 PERC.O�BWITH .STD S.S' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT Q`9 g1. OEzbggYry ENGINEERS-; PER C.O.B. STD. 5-29 DELMARTER & ASSOC. EAST PANAMA LANE DELMARTER ASSOC. © PAVE WITH 0.45' A.C. OVER 0.80' A.B. y -� INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 xa resat 2019 YhSIMND MW SSE -C','BAI(fRSffiD. CA. 93 v1' � CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A * * �_t�eMSU.RVEYORJOIFAX�-1� JAMES K. DELMARTER 2002 RSP, CASE "A" r9 c/YIL F��p 77564 �-�vDATE: / G P CQj(y �pppg Np, N0.14091 D 1.1-7029 Ph 1 & 2 MEDIAN CURVE TABLE CURVE DELTA RADI2'US TANGENT LENGTH o p o o p o o boo n wm wm w Cl 180ro000" --- 6.28' a ro w w m m z z z « cz 6oroo'oo" --- 3.1a' U-' -' d` 0 oar g q m mm m �m a q .' d o o o o Es Ca 394746" 1 2' 1 0.72' 1 1.39' - -- ,«,'nw �' w� o mm da 4 a s zwz a Dom W W = win m m 'n n n n 'mO� o. +++ `+'+ + mmo �°' m a< ae ++ m m n n n n BIKE LANE PAVEMENT MARKING 1 a PDS PER CALTRANS o SIDS A -24A & A -24C + %d 018 dO1S L TYPE IV ARROWSTPER AIL 36 TRANS STD A24A TYP. ,C _ t DETAIL 38 t DETAIL 39 DETAIL 39 DETAJL 39 PER CALTRANS STD. SPEC. PTI-02.ALKYD DETAIL 39 BIKE LANE PAVEMENT MARKING BIKE LANE PAVEMENT MARKING w/PERSON PER CALTRANS PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT w/PERSON PER CALTRANS TDS 24+00 FUTURE MEDIAN 25+00 _ __- -- 26+00 27+00 28+00 29+00 BIOS A -24A & A -24C 30+00 31+00 32+00 33+00 34+00 FUTURE MEDIANA-235+00A-24C 36+0 . EDGE PAVING 37+00 38+00 __ .___� ___-----------------------------L __ _ SEE BAY TAPER ------------------------------_ TABLE 3 __ _ __ _ __ ____ _ ___oC2 33+19.07 _ _____-_____-_-___-_ ---_ _ __-_____-----__-_-_ _--_--__.__-_ 36+ 7.76 a DET - -- 26+38.1C SCALES _ A L 29 -� �- -A- "{ i----k-��- -/- �` 1 . _+�' C4 I -F-- F -H- 1- -i- i --S LES -- DETAIL 2929 _ ______ �.-"SEE BAY TAPER C2c_ __ __C3 ____ ___________.-____. ___--------------------------------------- --------------- ON ___ _-.___.___ _____-___. ____________ N -----___--------____-- HORIZ: I"=50' EXISTING STRIPING PER TR. 6865-1 I TABLE 4 EXISTING CENTERLINE STRIPE TO REMAIN EDGE PAVING L FUTURE MEDIAN DETAIL 278 ALONG EDGE OF EXIST PAVING VERT. 111- 2' STRIPING PLAN & FUTURE MEDIAN DESIGN 26 27 28 29 30 31 32 33 34 35 36 37 I I t 1 1 • ! i I I 1 i I I I 1 I I I I I i, I ' t 1 i i 1 t n i f m m I 1 I I 3 1 I I f I I I 1 I I 1 - r-! I I -i 1 . . ___ i 1 _ _ 1 ____ _ ___ 1 _ .. .-_.. 1 1 _ 1 .___ 1 _el.__ _ .. i W 1 _g_ .. 1 _. yqm .._ 1-----------1 __---------------------- -------------_ __ __ _i,.___-_._. ,_ T___.__ i______ !---------------------- ---------- _... T _ .I_ T_o _.T. l--o-._._T_ 1. .__ __C.._ _ .T o I. I I 3 f i i� 1 I I I I l rc 1 I I ! i i J I I I I 1 mow i I 1 1 I I I 1 I 1 1 1 1 < r r t I_______....__1_ L..__ .1_. _.__-_ _L__. -__-L_. __ -_____1 _.._�-...__ L_______ ' I �_ __1__.__. __ _=._.__.____-.. 1 L___._.. ___.1_.___. __.. __A__._.. __.__._J._....__.____-_ 4_._____..__ L .._._.__ 1_'4__.__ __1_-.... _. ..___.._i__ ,. __ __._�_. ___. _.___.1 �-_.____.__ I ___.__.__ ___L __.___�. _1________ _�-, .___.__ ________ .Y._____ .-. _ __._Y .. __� __ _.._.. ___.-______.-_ j 1 I 1 t I 1 1 1 I I t I 1 I I t n n I i 1 1 i M 1 g'j i I W t 1 1 n n O 1 O i v O 1 1 i I i i t 1 0 1 0 N f 1 I + rc rc + I 1 I 1 i m + i I I I+ t Oo+ O a m I 1 1 -- 364,--'- ----- -----.- ---'----- ----�--._ -�--1---------- -� ----- `i------- -�._---�- --�--.____.__.._}. -- - ----+--------FGGVNE'PRGPILTTT+------+----------- I- -----_._. ------- ------------- ---------- .. __--- `--_ _ _I ---- - ----'3-64.----... i i i t I 1 I i I _NORTH OR CENTER LINE EXTEND GRADE TO 1 I INTIf85ECTNATURAL MOUND i 0.200% d I I I I i I I I I 1 i -__--.___ _•_.._.__._.. _ - __I __-- _ 0.50^4"' _. _._. i -- _ _ . _ -`. -_-` r T '"_ - .� 0.200% I 0.5�%J 1 I i NORTH GUTir.R PROFILE 1 t 1 1 1 1 i 1 i 1 1 i 1 i -'--1-------- -------i---- --------- a-------- I 1 1 i I NATURAL GROUND AT GUTTER ONE I 1 i 1 I I I 1 I t 1 I I I i i 1 f I i I i i I i f I 1 I I i I 1 I i i I f I i i I 1 I 1 3 I I I I I I I 1 I i I i TRACT NO. 7029 PHASES 1 & 2 EXHIBIT "A" - STREET PLANS & PROFILES NOTES & LEGEND � TRAFFIC CONTROL SIGN - iQ CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. -I- INSTALL METRO STREET SIGN PER C.O.B. STD. S-40 DRAWN BY : JKD DATE 11-1-16 H n� SHEET 2 eg6FE6Slpro CIVIL '_ L -- OF 6 PERC.O�BWITH .STD S.S' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT Q`9 g1. OEzbggYry ENGINEERS-; PER C.O.B. STD. 5-29 DELMARTER & ASSOC. EAST PANAMA LANE DELMARTER ASSOC. © PAVE WITH 0.45' A.C. OVER 0.80' A.B. y -� INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 xa resat 2019 YhSIMND MW SSE -C','BAI(fRSffiD. CA. 93 v1' � CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A * * �_t�eMSU.RVEYORJOIFAX�-1� JAMES K. DELMARTER 2002 RSP, CASE "A" r9 c/YIL F��p 77564 �-�vDATE: / G P CQj(y �pppg Np, N0.14091 D 1.1-7029 Ph 1 & 2 I� w z Q J Q Q N z QW o- OJ f N V) QN w EXISTING MONUMENT EXISTING IMPROVEMENTS PER TR. 6865-1 & 2 li u( I i I III I � I I \\ NOSE S4' '�� — — — — — — — — — — — -- -- -- — — � I SPARKS HAS BEEN RECENTLY CONSTRUCTED TO CENTEDIRECTEDNIE WITH ADDITIONAL PAVEMENT WDENING. SAW CUT AS DIRECTED BY CITY ENGINEER EXIST SUMP FENCE _. -_ _- __ __ __ -- _. -_ \-v--- --.-----_ —_�==_=}off=�=--- ---- --- R/W PER REXIAND ACRES SUMP ORA'MNG- -- ---- -- ------------- = -- — -- - ----- -------------------------------�`—�- .L-I— F z i EXISTING a< SPARKS STREET EXS NG w MONUMENT` -,EXISTING +00 m� + 0 MONUMENT 6+35.00 6+9L67 7+8100 m 8 5555.Q 10+55.00 10+57.17 MONUMENT i 1+00 2+00 3tOO 4+00 N00'25'13"E 5+00 _ 6+00 7+00 8+00 9+0 _ 10+00 11+00 N003543"E /2+00 13+00 00- 'S" — :aO._ _. ._Q -.- �_ S- __ __ © I __ — ._ _S_ N}_ -_ .S. — ..— EXISTING EDGE. GO PAVING PERE 6865-2 Ih M C2 O ; SD CL 5D --,;� 2 LIMIT OF PHASE 1 IMPROVEMENTS C3 C4 7'2OA6 72086 5 Cg - r - Cl 7 OB I NOTE: AN ENCROACHMENT PERMIT SHALL MASONRY WALL - - SEE WALL PLANS T R 64' r6flr 1V' 20' 20' 10' I SCALES HORIZ: 1"=50' VERT: 1"= 2' CURVE TABLE 1 1 i I ! i I I 1 I I i I I CURVE DELTA RADIUS TANGENT LENGTH Cl 89'56'42' 30' 29.97 47.10' C2 00'21'29" 1500' 4.69' ! C3 90'24'48' 30' 30.22' 47.34' C4 89'35'12" 30' 29.78' 46.91' C5 90'03'19" 30' 30.03' 47.15' C6 90'07'11" 30' 30.06' 47.19' EXISTING IMPROVEMENTS PER TR. 6865-1 & 2 li u( I i I III I � I I \\ NOSE S4' '�� — — — — — — — — — — — -- -- -- — — � I SPARKS HAS BEEN RECENTLY CONSTRUCTED TO CENTEDIRECTEDNIE WITH ADDITIONAL PAVEMENT WDENING. SAW CUT AS DIRECTED BY CITY ENGINEER EXIST SUMP FENCE _. -_ _- __ __ __ -- _. -_ \-v--- --.-----_ —_�==_=}off=�=--- ---- --- R/W PER REXIAND ACRES SUMP ORA'MNG- -- ---- -- ------------- = -- — -- - ----- -------------------------------�`—�- .L-I— F z i EXISTING a< SPARKS STREET EXS NG w MONUMENT` -,EXISTING +00 m� + 0 MONUMENT 6+35.00 6+9L67 7+8100 m 8 5555.Q 10+55.00 10+57.17 MONUMENT i 1+00 2+00 3tOO 4+00 N00'25'13"E 5+00 _ 6+00 7+00 8+00 9+0 _ 10+00 11+00 N003543"E /2+00 13+00 00- 'S" — :aO._ _. ._Q -.- �_ S- __ __ © I __ — ._ _S_ N}_ -_ .S. — ..— EXISTING EDGE. GO PAVING PERE 6865-2 Ih M C2 O ; SD CL 5D --,;� 2 LIMIT OF PHASE 1 IMPROVEMENTS C3 C4 7'2OA6 72086 5 Cg - r - Cl 7 OB I NOTE: AN ENCROACHMENT PERMIT SHALL MASONRY WALL - - SEE WALL PLANS T R 64' r6flr 1V' 20' 20' 10' I SCALES HORIZ: 1"=50' VERT: 1"= 2' BE OBTAINED FROM THE KERN COUNTY PUBLIC MASONRY WALL R/W WORKS DEPARTMENT FOR TE -IN TO EXIST STREET SEE WALL PLANS RI -i 10 2( 20' 0 I 11 I R/yy 1 1 i I ! i I I 1 I I i I I I I ! i i MASONRY WALL SEE WALL PLANS �, t of 1-1 LLJ < 1 mI BE OBTAINED FROM THE KERN COUNTY PUBLIC MASONRY WALL R/W WORKS DEPARTMENT FOR TE -IN TO EXIST STREET SEE WALL PLANS RI -i 10 2( 20' 0 I 11 I I I 1 I I 1 i I I f 3 I f I I I I 1 1 i I ! i I I 1 I I i I I I I ! i i NOTE: I F- �, t of N LLJ < 1 mI ! 1 I E I 1 1 I f 1 I 1 H 1 ! I i O I t bI 1 ALL OF SPARKS STREET INCLUDING CURB, GUTTER, RETURNS, SIDEWALK I _ I W W w n E 1 I E I 1 1 Mi I M 1 I ( 11 m I I 2 "' PAVING AND STRIPING TO BE DONE WITH PHASE 1 TO LIMITS SHOWN 8 —� I mt I °' m 1 I 1 � n I �i I b n M / (0 2 n n E W i o i2 A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / V) I ¢ > rc 1 P w I 1 I ,d mlg E F ¢ Q + 1 �Yi t + + I 00 f b CHRISTY U52 CATCH BASIN - iv W I + } m I f 10 rc o O O 03 _ w/U52 WELDED STEEL GRATE C n 273.50 OF 12" PVC M 0.349. — / umi o o 6 p O d- d n I o IM/. 12" PIPE = 53.37 n _> 6 _4- � W n 06 e%i --- ------ - ---------------."-- ------T----- J I n i 1 ~ W W m V ' FLOWAGE & DRAINAGE EASEMENT m I I Q I m w' ! N EAS, GUTTER PROFILE{ I 1 I I 1 s I W I w m w PER DOCUMENT NO, 0217177377 O.R. b I I I m W > Q m o a + Co + + + N � } O N CHRlSTY U43 CATCH BASIN w w/U43 WELDED STEEL GRA J INV. 18" PIPE = 52.08 Y I EXIST R1-1 \ / 12" WIDE DETAIL 38A CHEVRONS J EXIST FLOWUNE / \ ST DE 38 ND SOY LO DETAIL 35q _------_----------------------.---------- -------- ----- I - - - - - - - m REMOVE EXIST DETAIL ?__. _ a _. _ _ - - . _ ._._ -. _ _. - -. _ _ _.____.._—___ ---____._.___.-- REMOVE EXIST DETAIL 22 .—.—__—_—.--—.__—____--_.--___—_—.—._ I I 38A REMOVE EXIST DETAIL 27B STRIPE DETAIL 32 TWO-WAY LEFT TURN 6' RT. & LT. (TYP) STRIPE DETAIL 32 TWO-WAY LEFT TURN 6' RT. & LT. (TYP - - - -- _..-, __. _. DETAIL 32 DETAIL 22 I I - - - - _. - .._ 29 _- a. - - - __ .- .__ _, __ _ __....�.- - _. - ._ _...__ ,-. __ EXIST DETAIL 22 I � _ DETAIL 38 D£TAII - . - . __ - - DETAIL 32 -" -' - - .- -. - - -.DETAIL 22 DETAIL 22 DETAIL 29 PER CALTRANS SID. SPEC. PTH -02 ALKYD PER CALTRANS STD. SPEC. PTH -02 ALKYD REMOVE EXIST DETAIL 27B 120' BAY TAPERS I PAINT 12" LIMIT LINE USING THERMOPLASTIC PAI T PAINT 92" LIMIT LINE USING THERMOPLASTIC PAINT d.r '=-----�.�--- ~' FLOW'LME --------ate.---- \\ /�------ PROPOSED STOP STOP / STRIPING PLAN mrc mrc arc _m oat o Boz a4%. r. Fi 7 8 9 10 11 12 13 14 I I 1 I I 1 i I I f 3 I f I I I I 1 1 i I ! i I I 1 I I i I I I I ! i i I I I I 1 I ! I ! I I i f I bi t of i 1 mI i 1 I E I 1 1 I f 1 I 1 H 1 ! I i O I t bI 1 1 ! t O i1 1 E 1 I E I 1 1 Mi I M 1 I ( 11 m I I i 4 p t I I o mt I i ! I T i \ i I ( I I t I I 1 1 i I 1 I NF j I I i I I t 1 E NOTES & LEGEND -I TRAFFIC CONTROL SIGN 1Q CONSTRUCT 6" TYPE 'B" CURB AND GUTTER PER C.O.B. + INSTALL METRO STREET SIGN PER C.O.B. STD. S-40 STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK a CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-3. PER C.O.B. STD. S-29 �TQ PAVE WITH 0.30' A.C. OVER 0.50' A.B. INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 `LV CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A n PROPOSED SEWER OR STORM DRAIN MANHOLE 2002 RSP, CASE "A" - S - PROPOSED SEWER LINE =SD= PROPOSED STORM DRAIN .APPROXIMATE P j I ® CENTER LINE I I GROUND 1 I f I 1 i i 1 I I f 1 i I I I 1 I I I I I 1 i I 1 I 1 I 1 1 1 I I I I I i i I I I 1 I I I I I I 1 I I I I t I i 1 1 I t I i i I I 1 I i 1 1 I I 1 I E I F I nl ¢ S m' I OI F I I I I W 1 n O x I I d ml P E 1 I E I 1 I 0 ai 1 yj I O I tl 0 I i p I IO stn I i 1 I 1 � I I b n I 1 P w I 1 I ,d mlg + �Yi t + + I 00 f b �6 + } m I f 10 I Y 03 I i i I ------------ I f I I 1 I 1GENTERLINE PROFILE-- _4- I I I ! I I EAS, GUTTER PROFILE{ I 1 I I 1 I I I I I 1 I i 1 I I I I I I i i I I I 1 I E I F I nl ¢ S m' I OI F I I I I W 1 n O x I I d ml P E 1 I E I 1 I 0 ai w i f I I i 1 I 1 � CURB & GUTTER ST CATCH BASIN TRACT NO. 7029 PHASES 1 & 2 EXHIBIT "A" — STREET PLANS & PROFILES DRAWN BY: JKD DATE : 11-1-16 CIVIL 0' F._n SHEET 6 ELMARTER & ASSOC. SPARKS STREET ENGINEERs DELMARTER & ASSOC, _.. 2019 WESTMND w1w STE 'C 9AKERSFl"I OA 93301 JAMES K. DELMARTER 17564 CITY RECORDS NO. JOB NO. 14091 D 1 1.1-7029 Ph 1 & 2 O O N NW RETURN GUERRERO o.so' + a.s' ®z%= 0.59' TYPa & EZEQUIEL DETAIL0 SHOWING A.D.A. COMPLIANCE s h W o g � g 0.59'0 1.793% = 0.01' W c�i iO 1 eR ]E[YARIER & ASSOG ymj .50' + 4.5' 0 2% = 0.59' W w r > 59 e W zm Q zM R/W R/W n w x uni vni �1 xS S U m m H m rci W e0 pe eoyp m O m m �q°• F n x04^"M' N� MNLL� M J 1O M W� P .56'00.20%=0.01' O w zrirc� x W w x 1 ro NNOh 1Y S w \ M U S v_10 Sy u w w x Syx Q Vl wt\x< i �y m C=� N vt m Cn N c ^9g6ry 9 0.50' + 5.5 ®2% = 0.61' m W O W h "�' cm7 W W - w O W n ryg� z u Q W '� w 3.56' ®0.20% = 0.01' r, I m m S pti (n ,n + ++afv+ N rn +�+aw 3 W ,Wi1 v+, w' J cWi1 m 24 s O m�� NNmm (�. 17 p m e 34' i' 1 1 � 18' 18' 1'2 8 8 18'jcL3��� 1 12, 18' yg 12' 0.50' + 4.5' 0 2% = 0.59' TYP o m 90 e9 SE RETURN GUERRERO 6 R,_7 I /RA I g0 s & SPARKS DETAIL ® cz c3 \+I ` cL3 wca®25z•s6 ®0.20%=o.Do' RETURNS ® LEO SHOWING A.D.A. COMPLIANCE N r& GUERRERO DETAIL 00 o +a N 003+00 GUERRERO o0 5+0 s+50.59 6+00 7+00 0 8+0o a+ssfi sO=N= SD AVENUE _ _ SM'3128"E SHOWING A.D.A. COMPLIANCE -�- S O 1+s4.59 - -_00 -- �' - ® O --- 4.65' ®0.256% = ODr C O O C3 I (,v N N CS S90? g"xOg 'I' + + m 26 0.50• + 4.5' 0 2% - 0.59' TYP N RAV N Vmi N N N N N N n 48 12 18' 18' 12 + + + + + + + m 3.56' 0 0.20% = 0.01' 34 11 N M M < m m w n n s pg s 1 I 49 50 51 52 53 54 55 56 57 58 q� s• 'y' 9�• 4.65' ®0.20% = 0.01' XI .50' + 4.5' 0 2%= 0.59' TYP <m ¢rm0 TYPICAL CA DRIVEWAY Og Sy m n O FASTATION p0 Ry q, s R/W m m ng CURVE TABLE M o ti I I CURVE DELTA RADIUS TANGENT LENGTH ry6. n "gin• "rmi. Ci 90'03'19' 30'30.03' 47.5' C2 90'0771" 30' 30.06' 47.19' C3 90'00'00" 20' 20.0 0, 1.42' m m a C4 9628'55" 20' 22.40' 33.68' R o I o m�v°i, nn C5 8331'05" 20' -.17,$6- 29.15' N O + SE RETURN GUERRERO & ZARAGOZA DETAIL SCALES M SHOWING A.D.A. COMPLIANCE HORIZ: I"=50' VERT: I"= 2' 0 1 2 3 4 5 6 7 8 9 I I i I I I i I I O I ! 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STD. 5-40 / � y� \T.p STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT 6" TYPE "A" DRIVEWAY PER DRAWN BY : JKD DATE : 11-1-16 - SHEET 4 PER O.O.B. STD. S-3. • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PROPOSED STD. ST -7 9 iff ESS/ON CIVIL OF 6 PER C.O.B. STD. S-29 _... - © PAVE WITH 0.20' A.C. OVER 0.40' A.B. i M TYP NG �Q'cO SK' D(T'�Fy ENGINEERS C'' INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. 5-31 DELMARTER & ASSOC. GUERRERO AVENUE © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. 5-35 O PROPOSED SEWER OR STORM DRAIN MANHOLE ¢ b Sy ^ DELMARTER & ASSOC. No, t)SB4 m 2019 N TWNU MIW M `C' SAME EM C0. 83301 BY: ry1g1E -- S- PROPOSED SEWER LINE * * JAMES K. DELMARTER 327-14 FAX 327-1452 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A-50= PROPOSED STORM DRAIN y�1, OIYiI .LA�p R..E.: 17564 SURVEYOR 2002 RSP, CASE "A" `f OF CAUFO DATE: !Z- ZD `'i7 ._-�. CITY �pRpg NO. Jim N0.14091 D 1.1-7029 Ph 1 & 2 z W Q Q tO N O w O w Q = Of W r -------- ----- 43 CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Cl 90'00'00" 20' 20.00' 31.42' C2 47'09'23" 33' 14.40' 27.16' C3 137'09'23" 42' z 100.54' C4 90'00'00" 37' 37.00' 58.12' C5 2225'35" 37' 7.34' 14.48' C6 134'51'10" 82' --- 193.00' C7 9628'55" 37' 41.44' 62.30' G8 141'2('05" 82' 202.27' -------- ----- 43 Q W N(A m M �i rstxrm[x a AA59C �-- 12�I 1 18,11 F— / m W W lE111PRTFR &ASSN'. o M F (— W U) = W M z � Z M m Y wa O w W W W > a m m m r m m -------- ----- 43 Q W N(A m M 54+ 31-- 12�I 1 18,11 2 / m Mw M0 J to 28 Q M m M M M z z o I118 12' O 't z z : z 12 18' 118' 12 12' i1 w m _ m a 46 I o 1 1 cfi w � w o s n F 1( N m m 1 1 W O + r N N N 1 w CD O ± N 69 O O O 67 66 65 8 S64 O 63 m O o62 61 O O a60 S 59 1 1 29 (w/1 52 O O o 0 068 0 0O o 0 10 11 12 o m o M s lm9m + r n n $ $ m m n n ro 1 I 10' WIDE P.U.E. &.k2lsMEWDE4AIL 12 18') 18' 1PEDESTRIAN EASEMENT '145 1 v v vvvvvvvvvI�'I' R R/W �\to' — \ MADE P.U.E.10' N10E P.V.E. & �� � ' C7 ( Cl ,� G2 C3 PEDESTRIAN EASEMENT \ PEDESTRIAN EASEMENT \ C4 N 1 i � PER FINAL MAP PER FINAL MAP ' 53 i O \ S--------------- 3+00 �______________ 4±90___________ _________ _ ________ _ 5+00 _________� _ _F1+00 __________ _____________ ]+00_________ � 8+00 _.F" / SET BRASS CAP IN TOP OF CURB FOR MONUMENT L _—_ 1+00 - S- NOo'2832"E_+Co.00 _OD —_ ______2+©__y-____ � 5893128"E 6+89.Da 30 ; EZEQUIEL COURT z+oS.Do r \ )6 co 0 GUADALUPE AVENUE cs C L co C5 C2 r 44 �. ilk r o i' ! 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'1= INSTALL STREET SIGN PER C.O.B. STD. 5-40 4• TYP 000 Mob% STD. C.O.B.WITH 4.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT CONSTRUCT 6" TYPE "A" DRIVEWAY PER DRAWN BY : JKD DATE : 11-1-16 _ NA SHEET 5 PER .O.STD. S-3. �� PROPOSED SID. ST -7 Qg6FESS/ON CIVIL xroRn OF 6 PER C.O.B. SID. 5-29 �`3' WING Qbo SK. OE( 978 ENGINEERS — -- —._ © PAVE WITH 0.20' A.C. OVER 0.40' A.B. 16' TYP TYP - 4. 4, �19y 9 - o INSTALL 70 WATT STREETUGHTPERC.0.8.STD.S-31 DELMARTER & ASSOC. GUALADUPE AVENUE Q3 CONSTRUCT WIDE CROSS GUTTER PER 0 .. .0.8. STD. S-35 PROPOSED SEWER OR STORM DRAIN MANHOLE x' 1� EZEQUIEL COURT DELMARTER & ASSOC. z a 2018 W INiNO CWYE -i 6 FBA 321-1 -00. 83301 * * 8 PFWNE 32]-1486 FAY 32JYOR 5-- PROPOSED SEWER UNE JAMES K. DELMARTER YY ` CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A _=SD PROPOSED STORM DRAM Jr4r Cry1L@�P R. . 17564 ��ff �/ 0 SURVEYORS 2002 RSP. CASE "A" `"Of CAUFO DATE: /`- ZS`z (en (5"-- WIDOWS NO. RRA N JOB N0.14091 D 1.1-7029 Ph 1 & 2 W z LLJ DD.H4RIER & ASSN ice- Q O a � 8tl.E19RiEP E qSS@ �0 0 W n n M CL Lo 2 F E J W w $ Q G rc W w � � N U) z 0 W LLJ 6 al O r ONi O N Q W N > } N m W Ih ^ NW a Q 11 2 i E E z : 212' n "NI n r vi " m m - 18' 18' 72' E E �' H E z v a a pw m w m a a 33 m W W m a y ONI 4 O O W N N W m W W F < O O N W N m O C5 O N tL N n W 1� d W + + + < N M N / Ih aG fG N M + + + + N + + a IyJ N 'O a N m m o ^ M a+v + W + + + + 44 45 a 46 47 g g 48 1 o g 2 3 4 59 58 a m N 17 o g 1819 20 ^ + ^ O d I 11 ro m f ! 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I 1 I i I EAST GUTTER PROFILE 1 I 358 i 1 r i 1 o.z D� I i I i I n2Dort i___---___1 _1 1 -----1 __--- _ I--- -�-----_____1-- I -`-- 1 I ____- _..____._.____._ 1 r_____,_ ;_______ i 1 1_.__ r r. r_._____ T-----------------1___ r._ 060QX�- 1 I -� 1 I 1 I k i EAST GUTTER PROFILE ! { 1 1 ! 1 1 I 1 I 1 1 11 3,96 TRACT NO. 7029 PHASES 1 & 2 NOTES & LEGEND __4 TRAFFIC CONTROL SIGN a EXHIBIT "A" — STREET PLANS &PROFILES 70 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. 5-40 4' TIP �'1'T ,B SHEET s STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT 8" TYPE "A" DRIVEWAY PER DRAWN BY : JKD DATE : 11-1-16 • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. 5-3. PROPOSED STD. ST -7 QgOFF SS(0b CIVIL ! OF 6 PER C.O.B. SID. s-zs I ---I `3' WING Q495K. Dec kf ENGINEERS ns. Q PAVE WITH 0.20' A.C. OVER 0.40' A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. 5-31 16 TYP TIP y 'P ELMARTER & Asso ZARAGOZA AVENUE DELMARTER & ASSOC. Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. 5-35 O PROPOSED SEWER OR STORM DRAIN MANHOLE - p xo. nsea A LEO STREET 2019 WESIWIND OPo4E SIE 'C' fiAKER6FlEID. CA &53m BY: PHONE 32]-1986 FAX 32]-1452 S— PROPOSED SEWER LINE * * JAMES K. DELMARTER CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP ASSA 'n�q CIy,L @gyp R!- .: 7564 %° Ix SURVEYORS 2002 RSP, CASE "A" =SD= PROPOSED STORM DRAIN rf OF CPUF�p .q RmFRTYu _ DATE: C 2�PG/ Q1'►'y qECpgpg NO. H JOB P10:1409JD 1.1--7029 Ph 1 & CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C7 90'00'00" 20' 20.00' 31.42' C2 45'52'37" 37' 15.66' 29.63' C3 13552'37" 42' --- 99.60' C4 90.00'00" 37' 37.00' 58.12' C5 22°25'35" 37' 7.34' 14.48' C6 134'51'10" 82' --- 193.00' C7 96'28'55" 37' 41.44' 62.30' C8 141'20'05" 82' --- 202.27' C9 96°28'55"20' 22.40' 33.68' C10 83'31'05" 20' 17.86' 29.15' W � M ci � o x O K U X 0 Q a0 M 'D m m umi r + n o a m SCALES HORIZ: 1' 50' w VERT: 1"= 2' ('D N 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 E t I f 1 I I E 1 I I I n M 1 Y 1 r 1 i 1 I 1 1 1 I 1 1 E 2 _ N ____ n _ - _ -____ 1 -` _.______. _1____._______L__.______.L._._..._____I_.___.___.__1____@_____L_M ___.__ _L___. 1____-__.... __.L_.__.- __._^_�_L ., .1_ ____.._._L _ _ J. _____ _1._._-___ __L___.______. �.�- I °? t o ! 1 N o f 1 I M W ) I I y i Q 1 KV U! o W W 1 0 x 1 m I w 1 d 1 1 z 3 6 y It + 1 + 1 N Im t m N 1 w ' m ! 1 a l v 1 + m 1 1 I ++ I N 1 1 W la I 1 1 M M 1 O _.-VI W I N N 1 0 N t N 1 a l W W N 1 / 1 m P362 362---,- ----- 1 1 a --'-8-- ------------ ______+.______ror_y_.____..___-..+------- yam.___-____+--______.__._:.. _ 1__.__Z___r__y___o__ __. {. _.__.____;..._.___sa___...1._W._._.______+_______-__. �._»._.___- _._.{____.__ ___.{..._________I___ _____.__t..___._____ �_.._____._ _+_.___._. ___.}__.__ ____.-I___ ____.__+_________._.r _____.__.. �..__..____ _I_____._.___y{�-__.-______L_ __�__.+._. _-, _ o f I O 1 i+ f 1 a o ++ y I 1 1 1 nl 1 / NATURAL GROUND ® CENTERLINE i t I i I I . - . i LII ..__--------1i1 -N- NATURAL GROUND ®CE„TERLINEOO r _-.. - 0 __. ----------__ r ____________65RT_ _.__________________. --________ _i p55,11 m �1i i I 1 1 I I I i I t I I t I 1 1 I I I I i WEST GUTTER PNOFlLE I � ✓ I I I I I I I 1 f 1 I I__-___-_____1_ L -__._..______1 L-___-__ __J_.__ .______1 , I_________ WEST UTTER PROFILE % _.___._____ ____ __._____ _ _ _.__-__.__L ___.__.__.__I,_. .____._ .__1_______ __L___... _ s i 1 i i i i b � I I Dox 1-..---- ------ 1 i m i I i i ---- -...—i- -----------358-- -0200% 1 1 1 1 I 1 - I I I I I I I 1 { 1 k I 0.00 1 I 4 1 i 1 1 I 1 1' t a' I 1 1 f 1 I I I I I II 1 I I i I 1 I I I I 1 f ! t 1 m l f Q 1 E 1 1 1 1 I I 1 f 1 _ ___ I J, I z -'�- � _ `----`------.__.�-'- �--1------'-----{-�--------i— $' -------+'------ -+-----_. +----------+---- -. _--e-----^`-_.{_. ._---- -----35Q_'-- 1 ! 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I 1 I i I EAST GUTTER PROFILE 1 I 358 i 1 r i 1 o.z D� I i I i I n2Dort i___---___1 _1 1 -----1 __--- _ I--- -�-----_____1-- I -`-- 1 I ____- _..____._.____._ 1 r_____,_ ;_______ i 1 1_.__ r r. r_._____ T-----------------1___ r._ 060QX�- 1 I -� 1 I 1 I k i EAST GUTTER PROFILE ! { 1 1 ! 1 1 I 1 I 1 1 11 3,96 TRACT NO. 7029 PHASES 1 & 2 NOTES & LEGEND __4 TRAFFIC CONTROL SIGN a EXHIBIT "A" — STREET PLANS &PROFILES 70 CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. 5-40 4' TIP �'1'T ,B SHEET s STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK CONSTRUCT 8" TYPE "A" DRIVEWAY PER DRAWN BY : JKD DATE : 11-1-16 • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. 5-3. PROPOSED STD. ST -7 QgOFF SS(0b CIVIL ! OF 6 PER C.O.B. SID. s-zs I ---I `3' WING Q495K. Dec kf ENGINEERS ns. Q PAVE WITH 0.20' A.C. OVER 0.40' A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. 5-31 16 TYP TIP y 'P ELMARTER & Asso ZARAGOZA AVENUE DELMARTER & ASSOC. Q CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. 5-35 O PROPOSED SEWER OR STORM DRAIN MANHOLE - p xo. nsea A LEO STREET 2019 WESIWIND OPo4E SIE 'C' fiAKER6FlEID. CA &53m BY: PHONE 32]-1986 FAX 32]-1452 S— PROPOSED SEWER LINE * * JAMES K. DELMARTER CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP ASSA 'n�q CIy,L @gyp R!- .: 7564 %° Ix SURVEYORS 2002 RSP, CASE "A" =SD= PROPOSED STORM DRAIN rf OF CPUF�p .q RmFRTYu _ DATE: C 2�PG/ Q1'►'y qECpgpg NO. H JOB P10:1409JD 1.1--7029 Ph 1 &