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Home My WebLink About1.1-7395 Ph 1 - 3REVIEWED B"y". f TRAFFIC ENGI'NEER, CITY OF BAKERSFIELD DATE RYAN STARBUCK, RCE 57651 I If % If 0 R E `Vl E WE D B "T"o Z^ lot DEPUTY PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STUART PATTESON, RCE 44898 ?A I %, A# IL 1 0 APPRO D BY* PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE GREGG R. STRAKALUSE RCE 58663 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT CENTERLINE INTERSECTION OF SOUTH HEATH ROAD AND STOCKDALE RANCH DRIVE. ELEVATION=350.15 (USGS DATUM) PER PARCEL MAP 12062-2 MONUMENT ELEVATION MAP. BASIS OF BEARINGS -- THE BEARING OF S 76027'47" W ALONG THE CENTERLINE OF STOCKDALE RANCH DRIVE AS SHOWN ON PARCEL MAP 12062-2, RECORDED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 153, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: LOT 3 OF LOT LINE ADJUSTMENT NO. 20-0318 AS EVIDENCED PER CERTIFICATE OF COMPLIANCE RECORDED APRIL 1, 2021 AS DOCUMENT NO. 221060662 O.R., ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 4, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.B.&M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. Li uj 0::) V) =) 3:0 fJz 51a F_ uj LAJ < 0jLj <10 z > iR: > LLJ STOCKDALE HIGHWAY < Ld 0 < 0 > uj 0 V) z % 0 01 _j Li RANCH < >1 s 7hon) < PROJECT Ld SI TE m I 0 U) T. ..... . . .. . ....... CROSS VALLEY CANAL SECTI ON 4 SECTI ON 3 A - VICINITY MAP Tn R SHEET No. INDEX. CD TITLE SHEET a) STANDARD NOTES CONDON COURT TYPICAL STREET SECTIONS PHASES 1 AND 2 DRIVEWAY DETAILS M PHASE 1 PHASES 1 AND 2 CARNABY STREET CHLOE COURT MAIRS DRIVE (1) PHASE1 MULTI -USE TRAIL PLAN ROPER COURT 1 TRIS LANE (3) PHASE 1 LOCAL STREETS MUSCATINE LANE (3) PHASE1 LF CHLOE COURT Cl) PHASES 1 AND 2 BCR— MAIRS DRIVE ECR— CONDON COURT (1) PHASES 1 AND 2 PLAN CHECK AND MUSCATINE LANE <:D PHASES 1 AND 2 NOT TO BE CHLOE COURT <10 STOCKDALE RANCH DRIVE cy) Q0 MULTI -USE TRAIL PLAN iftellf PHASES WILL BE CONSTRUCTED SEPARATELY IN SEQUENTIAL ORDER. NOTE: A "NOTICE OF COMPLETION 11 FOR TRACT 7395 WILL NOT BE ISSUED UNTIL A "NOTICE OF COMPLETION" HAS BEEN ISSUED FOR IMPROVEMENTS PER STREET IMPROVEMENT PLANS FOR STOCKDALE RANCH DRIVE -SOUTH WEGIS AVENUE, LOT LINE ADJUSTMENT NO. 20 -0318 -CONSTRUCTION PHASES "A" THRU "C" APPROVED 9-20-2021 AND ANY APPROVED MINOR REVISIONS (COB RECORDS NO. 5.1-12062 PH A -C) MATERIALS BCR— LIST ECR— W U_ LL LL ZL- 5 0 w 0 U) W (:) w I.- C13 a =� 0 ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. Wmm.z�-uj F-0 w :c >- 0 rL 0 F- LL NOT TO BE USED FOR BIDDING PURPOSES. , a.< z 0 F- Z 0 I— W LIJ m 0 w=<mw0wmwp w w = w > U) cy) Q0 STREET IMPROVEMENTS PHASE 1 PHASE 2 TOTAL LOCAL STREETS 3,600 LF 1,437 LF 5,037 LF 0.20' A.C./O.40' A.B. 134,670 SF 61,107 SF 195,777 SF 6" CURB AND GUTTER 6,952 LF 3,213 LF 10,165 LF 6" THICK CONCRETE DRIVEWAY 13,056 SF 7,488 SF 20,544 SF 4" THICK CONCRETE SIDEWALK 25,507 SF 11,413 SF 36,920 SF SURVEY MONUMENT ENCASEMENT 18 EA 8 EA 26 EA STREET NAME SIGNS 12 EA 2 EA 14 EA TRAFFIC SIGNS 5 EA 1 �9- EA (D -5- E A WHEEL CHAIR RAMPS 10 EA 3 EA 13 EA STREET LIGHTS 17 EA 8 EA 25 EA TYPE "A" CATCH—BASINS 6 EA 0 EA 6 EA MEDIAN CURB 70, LF 0 LF 70 LF MULTI—USE TRAIL 5,219 SF 3,473 SF 8,692 SF EQUESTRIAN TRAIL 0 LF 3,296 LF 3,296 LF CROSS GUTTER 1,322 SF 733 SF 2,055 SF SAWCUT 46 LF 108 LF 154 LF NOTE: A "NOTICE OF COMPLETION 11 FOR TRACT 7395 WILL NOT BE ISSUED UNTIL A "NOTICE OF COMPLETION" HAS BEEN ISSUED FOR IMPROVEMENTS PER STREET IMPROVEMENT PLANS FOR STOCKDALE RANCH DRIVE -SOUTH WEGIS AVENUE, LOT LINE ADJUSTMENT NO. 20 -0318 -CONSTRUCTION PHASES "A" THRU "C" APPROVED 9-20-2021 AND ANY APPROVED MINOR REVISIONS (COB RECORDS NO. 5.1-12062 PH A -C) UTU01 *01 NVOMA.AL ffe- mi, 1'�rl 011 19:11011% FL— FLOWLINE BCR— BEGIN CURB RETURN ECR— W U_ LL LL ZL- 5 0 w 0 U) W (:) w I.- C13 a =� 0 POINT OF INTERSECTION 1--OiLz WOW< z ow wzm�- W W W Cj) Lu < - uj END CURVE c) Wmm.z�-uj F-0 w :c >- 0 rL 0 F- LL PIVC— cle) c1l) , a.< z 0 F- Z 0 I— W LIJ m 0 w=<mw0wmwp w w = w > U) cy) Q0 m w �_ < U) u- --j w C6 2 roz A 1— 0 W C) 0 (D cr UJI C) (D E L_ z w ui 0� W M m 3: -J Fn M Z'm j m w F- < z w LA_ w POINT OF REVERSE CURVATURE z — 0 !t,-- C'4 w 3: W 0 (D m: cn M a: 9 X: POC— W 00 Z�-o 05OLLOF- w w =) Z 0 ig: < I Z w Wwo GRADE BREAK > WcL009w <0wmPr9Twz oz Q_ �_ < - P P- Z . _0 F - _w ?: - cr- Z a LLJ 0 cri <WO _�L_��:Oz�-w (1) w W uj rjD Z 0 Ir z z a. a- Z u)o?: w - 0 0 z a) 0 0 w , -0 OCL C/)Z WWF--wMw U) z M ww�->02w=ww 0 w Z Lu w Z �_ cf) 0 w fn 04 < 0 1- mi Z Z u- m U) — 0 0 w ;�u �-mzwm —CO z uj, sco ui (I) (y). §: w 90§E<9w0zm;iz 0e5 Z (1) q w < F- 0 0 < - - - =050w w �-< w (0 C14 I— CD Z a CL (6 CL 0 CL co CL 0 w W w LL 1r- 0 z < w Z 4, cy) w (t) . wZw3:0W0< 9ELZO F -W> of 0 La CQ 0 F- 0 :c 0 z z z F— 04 (0 <w 0=(_)w�—jw<0uj 0 M F- Z W_:�: F- Z C) C.) z co f__ rL Lu Z Z - - 0 w W 0 0 W LLLL- w < w (L M C/) i� 0 w F) m 0 0 COW =)x: F-OoZaj a w z < w W LL, >- 0 LL W _q; - X: OL z < 0 w u o a. F- < C6 X. -i Lu Uj 0 cl) m cr �- < el > mi I- 90TODMm Ww z > rif LL < 0 0 co 3: -><U-Z 0 m W Lu m w 0 03 ui ui cj) _j - 0 w > Co F- ui < 0 Lf co - < co > >:W F- 0 W R W 0 Cc) a) 0 =3 Z Z m M W 0 UJ 0 < W -i -, CL w ui L) 0 z cl) >- U) m D w 0 1 w z n 1— 0 a- 0 0 w < 2 UTU01 *01 NVOMA.AL ffe- mi, 1'�rl 011 19:11011% FL— FLOWLINE BCR— BEGIN CURB RETURN ECR— END CURB RETURN Pi— POINT OF INTERSECTION EC— END CURVE BC— BEGIN CURVE PIVC— POINT OF INTERSECTION VERTICAL CURVE POVC— POINT ON VERTICAL CURVE BVC— BEGIN VERTICAL CURVE EVC— END VERTICAL CURVE PRC— POINT OF REVERSE CURVATURE PCC— POINT OF COMPOUND CURVATURE POC— POINT ON CURVE GB— GRADE BREAK HP— HIGH POINT KEY MAP LEGEND. C14 SHEET INDEX NUMBER F_ DIRECTION OF DRAINAGE w F_ 0 cl w CONCRETE MONUMENT z uj 2 U) u- LED STREET LIGHT CB#1 2 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN < (L TRACT BOUNDARY F- 0 0 0 X Lu Lij 1� :2.Z 0 < 0 LAJ :Z LL_ F- U), (/) < 0 0 F- m F- z Z Lu 0 Lj V) 0 < V) LLj :2 U) F- LLj Lij 0 LIJ U) j;p: U- M Z cy ::;�i (-) m 0 LLJ < 0— 0 ui LA_ m ;Z CL - < (/) F- n LLJ (/) w Li W ix w U) 0 000�_OLLJZZ z F- < Ljj --;, cr- a< < 0 M cr- ry 7w Z —uj .J:� LLJ U) < Ltj 0 Lj Z F- V) z U) 0 < < 0 Lj => __j :z w W M CLOLDW W a- < ct I 2E 0 0 (1) LLJ b M ry Z 0 < uj _j < < W LL_ _j F- LAJ W LLJ F- Fl, 0 < om (f) m 0 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Is, 5 SVORE y 0& 01's, ri u EXISTING SUMP s A 110 �nll� bil n-1 'To PIU- 8 E R Ov, SN 10 3 12 DIAL TOLL FREE: 811 EX 1 CI3 >_ 13 AT LEAST TWO DAYS BEFORE YOU DIG 00 10 < uj 4 S z E 2 (<n w P� \ - /�-) 14 < cn 2 0 3 9 15 z 7 8 01 16 z 1� 6 ^m fin 27 Zb 31 30 29 28 1 61 62 63 9 65 64 66 __j 67 8 39 38 32 3 34 35 36 37 ip V) p C14 u -j u -j 5; F_ JWZ<5; w F_ 0 cl w z z V) cr_ z uj 2 U) u- UJ 0 0 w -J m ri CL < 0 w -a- Z:2 0 UJ 0 :5 C) (7) 5 Lj 0 Cr 0 Cr F- < (L cr_ w 0 -r F- 0 LL- LLJ (.f) Lj cr Ld F- >_ Z _j uj LLJ LL_ LLJ _j W k_j U- 0 Gi Z M Lj 0 m 0 0 w m L.1 Z (D U) 0 LLJ LLJ mmo<zzm mm— < F- :D Lli LJ W F- < cr- uj mb < Lij < 0 wo rl (1) uj 5; 5; m LLJ L.Li Z LLJ < Cr_ (/) F- CL 3!-' < W LJ Z F- 0 C> (n Uj 0 ai�� Ld F- 0 0 0 X Lu Lij 1� :2.Z 0 < 0 LAJ :Z LL_ F- U), (/) < 0 0 F- m F- z Z Lu 0 Lj V) 0 < V) LLj :2 U) F- LLj Lij 0 LIJ U) j;p: U- M Z cy ::;�i (-) m 0 LLJ < 0— 0 ui LA_ m ;Z CL - < (/) F- n LLJ (/) w Li W ix w U) 0 000�_OLLJZZ z F- < Ljj --;, cr- a< < 0 M cr- ry 7w Z —uj .J:� LLJ U) < Ltj 0 Lj Z F- V) z U) 0 < < 0 Lj => __j :z w W M CLOLDW W a- < ct I 2E 0 0 (1) LLJ b M ry Z 0 < uj _j < < W LL_ _j F- LAJ W LLJ F- Fl, 0 < om (f) m 0 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Is, 5 SVORE y 0& 01's, ri u EXISTING SUMP s A 110 �nll� bil n-1 'To PIU- 8 E R Ov, SN 10 3 12 DIAL TOLL FREE: 811 EX 1 CI3 >_ 13 AT LEAST TWO DAYS BEFORE YOU DIG 00 10 < uj 4 S z E 2 (<n w P� \ - /�-) 14 < cn 2 0 3 9 15 z 7 8 01 16 z 1� 6 ^m fin 27 Zb 31 30 29 28 1 61 62 63 9 65 64 66 __j 67 8 39 38 32 3 34 35 36 37 ip > u), 0 w LO cle) 0 (1) 0 0 C14 U) (14 0 0 cf) > 0 00 0 C14 z CL 0 41 LLI L cr_ c: DATE 5/02/2022 0 i a: PA JOB No. 3208B 41 SHEET E Q) 0 KEY MAP. E 1__� S,CALE: 1'=200' co 0 3 qS- Ph 1 -3 C14 COB RECORDS No. OF 10 SHEET C14 F_ w F_ 0 cl w (L U- 6� w LLJ Z Z w F- 0 w �) z uj 2 U) u- m > uj u- 0 w -a- 9 a < (L > u), 0 w LO cle) 0 (1) 0 0 C14 U) (14 0 0 cf) > 0 00 0 C14 z CL 0 41 LLI L cr_ c: DATE 5/02/2022 0 i a: PA JOB No. 3208B 41 SHEET E Q) 0 KEY MAP. E 1__� S,CALE: 1'=200' co 0 3 qS- Ph 1 -3 C14 COB RECORDS No. OF 10 SHEET GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION, AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC., DATED DECEMBER 1, 2021, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL MAKE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 811) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL N01IFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. ANY ITEMS IN PUBLIC 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. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 10 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER PROPOSED C.O.B. STD. DWG. ST -12. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET. RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE NTH THE CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY.THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL, ROADSIDE SIGNS INSTALLED PER PROPOSED C.O.B. STD. DWG. T-2 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. CONTRACTOR SHALL INSTALL RAISED BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 16. SUB -GRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0' TO EACH SIDE OF DRIVE APPROACH AND CROSS GUTTER. 17. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 18. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 19. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 20. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. AL TERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 21. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 22. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY RECREATION & PARKS DEPARTMENT. 23. CONTRACTOR SHALL STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. COB ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL -AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: COB ASPHALT CONCRETE PAVING NOTES (CONTIN A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORE11CAL 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 SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 1 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNEC11ONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELA11VE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967., THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED, AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: �(1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'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 A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02 , I$CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADA11ON CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO 200-2.4 OF THE "GREENBOOK", WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. C 1 30' 201 10, 20' - FINISHED PAD 2' 27. MAX 2' TYP. FRONT YARD -30' 20' io� 2'_ 2' TYP�- �.,l - 27. _ __L R/W 'o z �k5 m . _ :� FINISHED PAD SIDE YARD 6" TYPE "B" CURB & \-ROUGH GRADE LINE (PER GRADING PL7AN)** GUTTER W/ 4.5' WIDE PA\ANG CONTRACTOR SHALL RE\AEW ROUGH GRADING AFTER SEE C.O.B. STD. DWG. 4 TY SIDEWALK ST -14 TO ST -16B FOR UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY FOR COMPACT UNDER CURB, SLOPE PARAMETERS SUBGRADE COMPACTION IN BID. GUTTER AND SIDEWALK I (SEE PLAN MEW FOR STRUCTURAL SECTION) (TYP.) 6" MIN. TO 90% KT�60 RIGHT-OF-WAY - STREET SECTION MAX. DENSITY. \, 2 J NOT TO SCALE CITY STANDARD PLATES __j C14 w U- U- LLI I-_ 0 n w w LL 15e w LLj Z z w 1-- w ) 0 0 5: LL m w w u__ PE008�0_ MW92 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED 'o m zw cwn za t_ ;:_c z. . co wo co m WT 20 W A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEBSITE) =W: W on _�: 0 Q_ of /-LANDSCAPING-/ >< < m IDEWALK7 I I 1 NDSCAPING-/ 0 m I LA Lo 1 "o< ;1 0 R/W & IJAUK OF WALK x LANDSCAPING t"', -Zoz a- < z 0 i= Zo 'we wm 'm 9, wir < z (zo w co CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIP11ON U) u-w L 0. wz � ctn- oj 6 LANDSCAPING-/ ST -1 CURB AND GUTTER TYPES "Bps AND "Cs$ ST -29B ENCLOSURE CONFIGURATION EXAMPLES , . Zwww 0:�5022 w w 6, = 2 z CQ zw ST -2 MEDIAN CURBS TYPE PIM" PPM -1" & "M-2sp F] ST -30 COMPACTOR ROLL OFF SPECIFICATIONS w 'u: C-) u oz �0- ��- co m w E: im co Z5 0 LL F1 ST -3 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A" F] ST -30A COMPACTOR ROLL OFF SPECIFICATIONS �- 0 go<f!�Szzo w a. 0 0 9 w § Ln cwo o < o z ST -4 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE 09B)p ST -31 EDGE CONDITION DETAIL PAVEMENT SECTION aw I.- �Z&o _It3ioz>.-ww < F] ST -4.1 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "C El D-9 DRAINAGE BASIN cl) c 0 - O_ z con o Z! 0.0 c, z , 3 P: �; I w w �- W> 'o 3 (zo m: U) w El ST -5 COMBINATION SIDEWALK D-11 TEMPORARY DRAINAGE BASIN a w w c w w z1- czo z< 0 'n 1-5 2 ST -6 DETACHED SIDEWALK D-1 4 CATCH -BASIN, TYPE "All :,c zo K ww Fn 0 2 m 0 § < 3: W ow cz, �,=, :� �- z a 9 cwo _j 2 z 8 ST -7 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE A 0 D-1 5 CATCH -BASIN, TYPE PPA -131 z -owm < uwj i= w< w -wr- 6 In- 00 w af 3 co El ST -7.1 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE 111391 0 D-1 7 GUTTER DEPRESSIONS c6 a- a< - z 0 w w w 0 aw- zz am ic- w >w 00 V<) w F1 ST -8 CONCRETE RIGHT TURN LANE INTO COMMERCIAL OR El D-20 SIDEWALK UNDERDRAIN !� ui 0 z:r 0 0 z z 0 0 1 0 w t= z< cw, < 2 jK w 3:1 -- z co U) PRIVATE DEVELOPMENT m Lu wwozzwu- w u_ ST CROSS GUTTER SW -2 STANDARD MANHOLE T m< <> w zo- 2 0 Co W F- < O:Z a Z W W -9 El w 7-1 Uj Z - 0 w Z 5 t car ST 0 CURB RAMP SW -2A STANDARD MANHOLE NOTES JJ < 3: :� W 0 c,o c6 -1 El SW -3 STANDARD MANHOLE DROP CONNECTIONS m< CW > gfF oz OW -wr Om :cB wz I ow cal El ST -11 PAVEMENT PATCH §E Z F- U - < < 0 cz') El ST -12 TRENCH BACKFILL AND COMPAC11ON REQUIREMENTS El SW -4 MANHOLE SIZING CHART am ww R (if ww w cm w w <� o 'o _j 0 m wz �! co m!;E El El SW -5 STANDARD SEWER CLEANOUT > >_ w c=nl 0 co Z5 co C-9 U) w m C) Z:D Z Z m w 0 _j m 0 ST -12A TRENCH BACKFILL AND COMPACTION REQUIREMENTS ER SW FRAMES AND COVERS FOR MANHOLES & < _jww w 113 6 a ->- CD -6 wwoowz cn co == 1x:co1wz=) ST -13 STRUCTURAL PAVEMENT SECTION CLEANOUTS 0 a- �_ 0 a w < 2 ST -14 LOCAL INDUSTRIAL CROSS SECTION Z T-1 STREET NAME SIGN, POST TYPE El ST -14.1 LOCAL STREET CROSS SEC11ONS 0 T-2 MISCELLANEOUS SIGN DETAIL ST -15 LOCAL STREET CROSS SECTIONS NEO -TRADITIONAL El T-3 STREET SIGN PANEL MAST ARM MOUNT NEIGHBORHOOD DESIGN ST -16A STANDARD & ALTERNATE COLLECTOR CROSS SECTION 0 T-4 ARTERIAL EXPANSION WITHOUT BIKE LANES AT INTERSECTION WITH BIKE LANES NTH ARTERIAL OR COLLECTOR El ST -16B ARTERIAL CROSS SECTION WITH BIKE LANES 0 T-5 ARTERIAL EXPANSION NTH BIKE LANES AT INTERSECTION El ST DETAIL HAS BEEN REMOVED WITH ARTERIAL OR COLLECTOR -17 ER T-6 COLLECTOR EXPANSION AT INTERSECTION WITH ARTERIAL El ST -18 ALLEY CROSS SECTION El T-7 COLLECTOR EXPANSION WITH ON STREET PARKING AT 0 ST -19 DETAIL HAS BEEN REMOVED INTERSECTION WITH A COLLECTOR T-8 "T" INTERSECTION EXPANSION ARTERI AL/AR TERI AL n ST -20 SYMMETRICAL AND OFFSET CUL-DE-SACS T-9 "T" INTERSECTION EXPANSION AR TERI AL/COLLECTOR 0 ST -21 STREET KNUCKLE ST -22 SURVEY MONUMENT El T-10 LEFT AND RIGHT TURN LANES 0 T-14 ONE WAY MEDIAN OPENING WITH 14' MEDIAN ST -23 STANDARD TYPE 15 POLE (STREET LIGHT) ST -23.1 PULL BOX 0 T-15 RESTRICTED ACCESS ST -23.2 COMBINATION METERED/N ON -METERED PEDESTAL 0 T-16 MEDIAN END DETAIL AT INTERSECTION WITH LOCAL STREETS ST -23.3 NON -METERED UTILITY PEDESTAL El T-17 ACCESS LOCATION ST -23.4 BADGE NUMBER STREET LIGHT El T-18 MINIMUM STREET ACCESS SPACING ON ARTERIALS AND COLLECTORS ST -23.5 BADGE NUMBER TRAFFIC SIGNAL El T-19 MINIMUM STREET ACCESS SPACING ON ARTERIALS AND ST -23.6 STREET LIGHT SPACING TYPI CAL- PROPOSED COLLECTORS ST -23.7 STREET LIGHT SPACING SUBDIVISION TYPICAL El T-20 RESIDENTIAL CIRCULAR DRIVEWAYS 0 T-21 TURNAROUNDS FOR STREETS TO BE EXTENDED ROADWAY LIGHTING SPECIFICATIONS TYPE 15 TRAFFIC SIGNALS. APPROVED AS OF 6-30-21. 0 T-22 DRIVEWAY GRADES El ST -24 ST -24 HAS BEEN REMOVED (SEE ST -23) FOR STREET T-23 BIKE LANE STRIPING LIGHT BASE PLATE DETAILS AND LOCATION DETAILS T-24 ARTERIAL STRIPING PLAN El ST -25 ST -25 HAS BEEN REMOVED (SEE ST -23) FOR STREET LIGHT PULL BOX DETAILS T-25 TYPICAL STRIPING PLAN FOR ARTERIAL AND COLLECTOR APPROACHES ST -26 ST -26 HAS BEEN REMOVED (SEE ST -23) FOR STREET T-26 ROADWIDTH TRANSITIONS LIGHT POLE NUMBERING ST -27 REFUSE ENCLOSURE AND CONTAINER PAD El T-27 BUS TURNOUT DESIGN ST -28 GATE DETAILS FOR REFUSE ENCLOSURE T-29 CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS ST -29 ACCESSIBLE TRASH ENCLOSURES T-30 TRAFFIC SIGNAL INTERCONNECT -CONDUIT AND PULLBOXES El T-31 TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULLBOXES El ST -29A ACCESSIBLE TRASH ENCLOSURES FJ T-32 ROUNDABOUT RZW C L R/W LIJ 26'- 26' z 80 18' 18' 8$ 4,53 FINISHED PAD 2s 29 FINISHED PAD tv 2' TYP. 2' TYP�-- z% ----MAX 27. FRONT YARD 2% SIDE YARD R/W C R W 35' 35' -10'- 25' 25' 10- -20'--� 10, WIDE, IVILUIAN FINISHED PAD 20' 20' FINISHED PAD 2' TYP. TYPE "M" MEDIAN CURB 2v TYP. 27. FRONTYARD 2% 27. FRONT YARD hr * SEE C.O.B. STD. DWG. ST -14 TO ST -16B FOR SLOPE PARAMETERS ---ROUGH GRADE LINE (PER GRADING PLAN)" 6" TYPE "B" CURB & GUTTER PA\ANG CONTRACTOR SHALL REMEW ROUGH GRADING AFTER W/ 4.5' WIDE SIDEWALK UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY FOR COMPACT UNDER CURB, GUTTER SUBGRADE COMPAC11ON IN BID. AND SIDEWALK (TYP.) 6- MIN. TO (SEE PLAN VIEW FOR STRUCTURAL SECTION) 90% MAX. DENSITY. ,�709 RIGHT-OF-WAY - STREET SEC11UN b T__ z cr) 01) Lo U) o m8) C T Lu z L_ . 0 1* -- F_ >- �� c\1 ui v? -C.0 -0(0 0 U) (D 06 &_ cn a) C/) z 04 W (o OZSUJ a) cv) z a) C=) U) C,4 Z ... co LLJ UJ C-4 (.0 F_ c:) co C) c\I 0 13. L 0) Lf) \>1 0 IQ - c/) W LIJ > LL- 0 - /038 U) cy) U) uj! ui 0 U)i z > 0 o < JW 13� F- W oil 77 W, - - - - - - - - - - - - --- - -- - - - - - U) SEE C.O.B. STD. DWG 6" TYPE "B" CURB & w ST -14 TO ST -16B FOR ROUGH GRADE LINE (PER GRADING PLAN)" GUTTER W/ 4.5- WIDE SLOPE PARAMETERS PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER SIDEWALK (D UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY FOR COMPACT UNDER CURB, GUTTER AND SIDEWALK co ui SUBGRADE COMPACTION IN BID. (TYP.) 6- MIN. TO -90% MAX. DENSITY. ui (SEE PLAN MEW FOR STRUCTURAL SECTION) r%ftaft ry e-B�52 RIGHT-OF-WAY - STREET SEC11UN uj �. . . z: __j C14 Lij LLI I-_ 0 n w w LL 15e w LLj Z z w 1-- w ) 0 0 5: LL m w w u__ w m 23' 23' U) 0) Lf) \>1 0 IQ - c/) W LIJ > LL- 0 - /038 U) cy) U) uj! ui 0 U)i z > 0 o < JW 13� F- W oil 77 W, - - - - - - - - - - - - --- - -- - - - - - U) SEE C.O.B. STD. DWG 6" TYPE "B" CURB & w ST -14 TO ST -16B FOR ROUGH GRADE LINE (PER GRADING PLAN)" GUTTER W/ 4.5- WIDE SLOPE PARAMETERS PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER SIDEWALK (D UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY FOR COMPACT UNDER CURB, GUTTER AND SIDEWALK co ui SUBGRADE COMPACTION IN BID. (TYP.) 6- MIN. TO -90% MAX. DENSITY. ui (SEE PLAN MEW FOR STRUCTURAL SECTION) r%ftaft ry e-B�52 RIGHT-OF-WAY - STREET SEC11UN uj �. . . z: __j NOT TO SCALE _j CD a 0 0 72.67 __j c_ ) 23' 23' U) _j c_ ) i 69.84' R/W I R/W C14 C\j 23' 23' /-LANDSCAPING-/ >< < m IDEWALK7 I I 1 NDSCAPING-/ 0 m I LA Lo 1 "o< ;1 0 R/W & IJAUK OF WALK x LANDSCAPING t"', I �< C14 �� I- I _\-COMBINAT'ION u') Lo /7LANDSCAPING SIDEWALK SIDEWALK 18, 22' 18' U) 6" THICK CONL; 60' RI'GHT-OF-WAY > 0 (TYP) (NON CUL-DE SAC OR KNUCKLE) 31 DRIVEWAY DETAIL 69J 00 0 C-4 KInT Tr) (ZrAl 17 2M *= PER APPROVAL BY CITY ENGINEER C.O.B. STD. DWG. ST -7. �7_ __j ?�; r�f) 18' 22' 18' 6" THICK CON=_J 52' RIGHT-OF-WAY (TYP) (NON CUL-DE-SAC OR KNUCKLE) DRIVEWAY DETAIL C) _0 I—, 15.5' - - 15.5' U) 4 6' 4 6' c: n 6" THICK CONCRETE N (Typ) 4� W __j z 0 __j c_ ) I _j c_ ) i 69.84' I w 23' 23' R/W R/W & IJAUK OF WALK x LANDSCAPING t"', I �< C14 -SIDEWALK. C14 \-COMBINATION SIDEWALK LANDSCAPING-/ I _x 18' 22' 18' 6" THICK CON=_J 52' RIGHT-OF-WAY (TYP) (NON CUL-DE-SAC OR KNUCKLE) DRIVEWAY DETAIL C) _0 I—, 15.5' - - 15.5' U) 4 6' 4 6' c: n 6" THICK CONCRETE N (Typ) 4� W z 0 W w R/ VY (X DMUn Ur WMLN rR/W DATE 5/02/2022 0 /-LANDSCAPING!/ 'Ei PA JOB No. 3208B \_ 'R/W COMBINATIONA c: I SIDEWALK LANDSCAPING 4P LANDSCAPING a) 'SHEET 4! E 4" THICK CONCRETE > 0 COMBINATION SIDEWALK LANDSCAPING OR E CONCRETE 1_� m co CUL-DE-SAC OR KNUCKLE L 1 0 P�l DRIVEWAY DETAIL COBRECORDSNo. 10 SHEETS OF CONSTRUCTION NOTES CURVE TABLE CURVE RADIUS LENGTH M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. _w INSTALL STREET LIGHT PER C.O.B. STD. DWG. ST -23 THROUGH ST -23.7, ROADWA 31.36' 89*50'00" 19.94' M CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK,PER STD. DWG. ST -5. 520.00' LIGHTING SPECIFICATIONS TYPE 15 AND AS DIRECTED BY CITY ENGINEER. 9022'30" 42.64 C3 M CONSTRUCT TYPE "A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.O.B. STD. DWG. ST -7 88.19' CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 44.21' C4 480.00' (SEE DETAILS ON SHEET 2 FOR DRIVEWAY LOCATION AND DIMENSION DETAILS) + INSTALL STREET NAME SIGN PER CITY STANDARDS. 20.00' 31.91' 0 F4_1 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. 30.84' 3640'52" 15.42' F_5FI CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST -9 (CONTRACTOR SHALL COMPACT AREA 0 SEWER MANHOLE -S- PROPOSED SEWER MAIN 9.33' C8 1 25.00' UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") 0 SEWER CLEANOUT PROPOS I ED STORM DRAIN 1 1 3007'28" F6_1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. C10 500.00' 120.47' 13*48'16" 60.53' 5 M CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. 0 STORM DRAIN MANHOLE ---- XS----- EXISTING SEWER MAIN C12 13+33.05 (5.00 LT) ro ro. 10. 14' 2313'48" 5.14' C13 EXISTING STORM DRAIN 16.04' M9/11 TC=347.03 A-5-�- U" 8.11' F8_1 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30- MIN. COVER) - STREET CENTERLINE ---- XW-- EXISTING WATER MAIN 13+05.79 (5.00 LT) 0 AC=346.2� 4075.00' F91 SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. --- STREET RIGHT-OF-WAY OR PL EXISTING EDGE OF PAVEMENT TC=346.73 AC=345.90 242.15' 3*24'17" Fl -01 2' WIDE PEDESTRIAN WALKWAY EASEMENT TO BE DEDICATED ON FINAL MAP. FL FLOWLINE STATION PHASE LINE TYPE "Q" CA MARKED 7 C18 NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY PL PROPERTY LINE 25.12' C2 300.00' 150.38 ENGINEER IF THERE ARE ANY DISCREPANCIES. BW BACK OF SIDEWALK 20.00' ---13+00.79 0 LT) 13+33.05 (5.00 RT) 18.01' ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. 320.00' 123.68' 22*08'40" TC=346.68 9 TC=346.84 4115.00' TO FINISHED GRADE PER CITY STANDARDS. 6 @44'13" 2A2.20' C23 AC=345.85 13+05.79 (5.00 RT)I\ AC=346.21 3*58'15" ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. C24 495.00' 26.99' PAINT MEDIAN TC=346.3A C25 5.00' 15.71' 180*00'00" NOSE YELLOW AC=345.81 27.54' 3007'28" 13.77 C27 1 4095.00' 1 197.70' 1 2045'58" 98.87' Rl-1 �TOP SIGN K_A_N� LANDSCAPE MEDIAN DETAIL � �3 SCALE 1 pf =20' moz jo -J--, F= 00 C:)U-j -(:)o V) c) c) L6 -a -00 C> ui 57< CD c� -* CD -t n L6 c) 00 C) ui 6+ 0+ C;(JR f -i m L6 Cq t6 0) C4 C'4 C-4 C-4 1,0 04 ff) r - CN 0)+ O -j re) + 0)+ LO rA ,P6 U -)U- 00 U- M�2 F�_' r -'n q+"ll SEE DETAIL u') r� to u- ui - v i IT2, %:.2. � �3 0) 0-1 + U_ U- + + +U_ + CD N N N to to U- T_ + AIRS (SEE C) 2 Lr) 1 6 C%4 + SA ol C14 20 -4 20 (f) r 24 1 0 4 (TYP) (TYP) 717 LA I I I C9 I--- '_:�--6ro I [A N1 I I 'C8 8 UO C06 U7 ll+�1.50 mj C) 12+45.81 @ A0+33 -3A @ s 04 S_ s S_ S_ C3 i - - - - 1. 1 + s cl 0 0 23 '0 F3_1 (TYP) C) ios 2 uj _j m _j cd z: ui ui - n_ * D_ am ac) C� 0 C> C) C:) 0 C-) ui 6 c; (=;(-j 04 C-4 C-4 Lu 0) 'C14 ro 'W (0 -C:> c� '"'4- -CD OR + U-) (0 u') n + + CARNABY STR _j + LO + +-i +u- -0- U- u') LO Ui (SEE LEFT -i U- S I # --7i] [1](TYP) W 6 Lj > Ld Ld Fo 40 00 8 + 00 + __j 3 (TYP) 16 ��,14+74.19 E�� 42.69 AC n2 F-31 (TYP) C) (.0 0 19 11 0 SL2 CD C>11- CD6 C> U-) 00 9 E 11 of lz�m C) CN te) LO 00+ c6 0.0 - Lo + co V_ 11 14 . ........... .... ....... S� 17 7+57.�98 (TYP) + 00 18 0 15 LL LU LL U- EE020�_ MW22 z '__ 0 % WZ OW 2 mw'Fll_l P- 0 LL z 00- 2� a z zo IL xfj mw cm LD Lu = 0 F_ w cn:� Uzi czn cn C'i z 0 LOL 'W- 0 ww T 55 wT8T!Ew0w3:LL �F- F- F- W 2 W M ;� =P -- is 0 u - S zo z 0 UJ wMHUgLilwo < 2 M F- < F- Z cl Z a z w 3: c 3 0 z >_ LL'u -0<cno Vw6mwTw2(6wz0 :1 z R Lzu P co 0 C-9 z< E w �w- m 6 6 uw- IL-L tm= 9 3 ww 0 0 p m o:-?. < 3: LLJ L0'j Z Fn;� (6 a- 0 CL -co Z u- W 0 09 a<- 62wzlwgT0w>y<w < m T86�_<Zwo<gw z w 2<aw>8w0a@H %wMSIF<-!�865Ln 0 w >_ zo z 0 T 0 t E a T '�- w W. W> z ow WLL r g<03: -><LLZ�� ww A, L� 0 ca 0 0 z =):z Z m uj w _j 0 ca < w -1 -13 LLI 0 0- § I_ Ui LLj 0 0 ui z co >_ co mm w w=Olwz::) 1_�_5mF_0mw<m z o LO Q0 U) 0 w z - 0 >_ !t-- C'4 uj cf� > T_ _(0 -a (.0 0 (1) ' (1) X < U- cf) Q) C z _�e 0 - ca < w ca N uj ..;- (.0 061 IW a) Ce) Z a) C) o U) C-4 Z ce) w uj cl) C) C) 0 '00ml� L CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 20.00' 31.36' 89*50'00" 19.94' C2 520.00' 85.09' 9022'30" 42.64 C3 500.00' 88.19' 10*06'23" 44.21' C4 480.00' 77.47' 9*14'52" 38.82' C5 20.00' 31.91' 91 @2528" 20.50' C6 480.00' 30.84' 3640'52" 15.42' C7 45.00' 18.41' 23*26'19" 9.33' C8 1 25.00' 8.83' 20*14'46" 4.46' C9 475.00' 25.90' 3007'28" 12.95' C10 500.00' 120.47' 13*48'16" 60.53' Cll 525.00' 28.63' 3#0728" 14.32' C12 25.00' 10. 14' 2313'48" 5.14' C13 45.00' 16.04' 20@2545" 8.11' C14 520.00' 36.96' 4*04'21" 18.49' C15 4075.00' 156.58' 212'06" 78.30' C16 4075.00' 242.15' 3*24'17" 121.11' C17 280.00' 94.12' 19"l 5'37" 47.51 C18 20.00' 35.94! it *57'22" 102*57'22 25.12' C19 300.00' 150.38 28*43'14" 76.81' C20 20.00' 29.33' 84&00'48" 18.01' C21 320.00' 123.68' 22*08'40" 62.62' C22 4115.00' 483.84' 6 @44'13" 2A2.20' C23 4095.00' 283.79' 3*58'15" 141.95 C24 495.00' 26.99' 3*0728" 13.50' C25 5.00' 15.71' 180*00'00" C26 505.00' 27.54' 3007'28" 13.77 C27 1 4095.00' 1 197.70' 1 2045'58" 98.87' 11 14 . ........... .... ....... S� 17 7+57.�98 (TYP) + 00 18 0 15 LL LU LL U- EE020�_ MW22 z '__ 0 % WZ OW 2 mw'Fll_l P- 0 LL z 00- 2� a z zo IL xfj mw cm LD Lu = 0 F_ w cn:� Uzi czn cn C'i z 0 LOL 'W- 0 ww T 55 wT8T!Ew0w3:LL �F- F- F- W 2 W M ;� =P -- is 0 u - S zo z 0 UJ wMHUgLilwo < 2 M F- < F- Z cl Z a z w 3: c 3 0 z >_ LL'u -0<cno Vw6mwTw2(6wz0 :1 z R Lzu P co 0 C-9 z< E w �w- m 6 6 uw- IL-L tm= 9 3 ww 0 0 p m o:-?. < 3: LLJ L0'j Z Fn;� (6 a- 0 CL -co Z u- W 0 09 a<- 62wzlwgT0w>y<w < m T86�_<Zwo<gw z w 2<aw>8w0a@H %wMSIF<-!�865Ln 0 w >_ zo z 0 T 0 t E a T '�- w W. W> z ow WLL r g<03: -><LLZ�� ww A, L� 0 ca 0 0 z =):z Z m uj w _j 0 ca < w -1 -13 LLI 0 0- § I_ Ui LLj 0 0 ui z co >_ co mm w w=Olwz::) 1_�_5mF_0mw<m z o LO Q0 U) 0 w z - 0 >_ !t-- C'4 uj cf� > T_ _(0 -a (.0 0 (1) ' (1) X < U- cf) Q) C z _�e 0 - ca < w ca N uj ..;- (.0 061 IW a) Ce) Z a) C) o U) C-4 Z ce) w uj cl) C) C) 0 '00ml� L ER 0) 0 a. > 0 w 0 ZE 00 __j Ili __j LO 24 U-) C) C_� 0 Af ^ P0 C) 00 + 34! + + + + rl- vi co 19 z 23 20 _j m 22 LL -1 F- r -m z _j 21 _j UA 4 w WO 3 of LL_ W LL, LL -1 LL_ w C)p m m LL. Lij 7 w '-, -r' 0 =)o C) 0 00 OC-) cc-) 0 W 0 0 cl) OCKO 0-j 0 0 04 co `:�Ld OLLJ C�m CRu .8- C� CLld C:� LLi Z CN-) C�Q_ 4< C) c; ro LO to �_ DRIVE CD Li C> 1 C*4 PO C14 N 04 LO NOO Ln 04(D m NCn C14CD 0� CO 5� A 0) Ulf-, uj 00'-: + C)v L0 V)N (000 a)00 00 00 22 Lo" 00-.4- noo no) r -,CD on S (or- _0 0) CO V_ ui + L6 + tj + L6 + + + + 00-i wlr- Ir- T_ V_ Ir- 'r- T_ .4-0 v- '.t" CON O)N or) nn Vi + + + + + + + < + + SEE 0-i �__j N -i cq-j N -i n_i to _j :2 �* _j r_�_j v --U- v -U- PHASE 1' T -u- v -U-1 T -u- m -U-1 3:: PHASE 1 U) cl) L m U) L 0 20 40 80 0 20 40 80 CONSTRUCT MIN. 0.20' A.C. PA\,ANG OVER HORIZONTAL: 1"=40' CONSTRUCT MIN. 0.20' A.C. PAVING OVER HORIZONTAL: 1"=40' VERTICAL: 1"=2' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. VERTICAL: 1"=2' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 TI 4.5 R=50 31.36 1110 31.36 31.91' 35.94 W v iz �z z C) 'w c*4 po UJ 04 ON CURVE pm i ui jo- ui LO -jm Gi c� ro� CURVE i ON CU w C14 11 c) C-4 110 0) lt -0 .14- - .4- __j 0 u') 11 UJ (0 C) n 11 ry 04 W 04 W 04 Of C-4 N C) n C) 0) of n 00 Of -4- ir N C14 00 t -4r) LLJ n u') - �t - It 0 re) C) n -0 0 000 LO 00 Ld (7) L) N LU N LO W to a Ld C) 0 j_': -z_ C� q OR �_ 0 m c)L6 C) 0 Ld F- m c� Lu C.� M C4 F- LLJ - F_ F- M Ci F- C,�Ld r4i F- r6 C14 "t n Lei q 00 0 -J 04 C6 'CN 04 _j (�6 ('14 C14 _j 00 < L0 0) ro - 0 re) n C) 0) :3 re) In (c! t6 0) L60R L6 m- -C:>=: K) -C:> 0 re) Ile) -C:> K) -c:� 0 ff) n n n ui fl- m b r- LLJ 0 0 C> NN N(D "n 5�? 8>uj n 04 _j C) C> 0 c> I �_�c -i -i _j .(0 ��N+ C-4 r- It 8cj C5 C-4 6 + n + V_ 0.)+ Lo (0 00 Lj_ 0(.0 U_ LL_ C> L0 "0) x x . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C'07 . . . . . . . . . . . . . . . . . . . . . . . . . . . o) 04 r, fl) C) + . . . . F4 . . . . . . . . . . . . . N. . . L6 . . . 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" N n n V_ -c6 c.0- ui n N - T_ C>M C-4., n ul -7- . . . . . . . . . . . . . . . . . . . . . . . q +. j _. to . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346 346 . . . . . . . . . . . . . . . . _j -1 - -** * * * . . -1 . . . . . . . . . . . . . 346 346 N+ . . . r . . . . . . . . . . . +u_ U- +v_ U- + ...4- r1l -'d- -.4-L-L- 0 co co C) �_j U- U- �-fX1506 FLO#ZINE PROFILf -i A -A -A- 0 LL_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEE -NOTE -"A ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A -.A 4!7/0 . . . . . . . '344 0 344 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *344 344 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 P11?0FIL L41- A FZ 0 HIZ INL 0 I LN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . To r600% . . . . . . . . . . . . . . . . . . . Ij N A% '0� FL PROFIZ E- +0.607 + 0 94Z --0.25% .7. 0 O.�5%. L0 A-6 960/c ' ` i * L -..Oz 342 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 342 * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0) 10+00 11+00 12+00 13+00 14+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 +0.25% -0.26% 31.91 WEST FLOWLI N E PROFILE NORTH FLOWLINE PROFILE 29.33' 0 110 00 1100)110r- 11000 110>� rON CURVEI m U-) C)�J- - 0 LO 0- v cj J:�w ui ION CURVE ui 41xa- ui w, 0 af 110 0) 14- --d- W L000 3: to 11 w co 11 PO 3-4- 110 CO 11 of LO I r_ -0 0 C) 110 ro cc� w to ui n 00 0) 0 cq cli 00 "R a LO w of 06 .d- v- of a- CN 12jo C -i Lu vi m C-� lz�_m to (Do a a n 04 4- of -.4- w 0 q -t C:>r- C:)c6 C:>n < w -4- n - v i V') c5 + v5a� vi + m to n 0 n bui c'v_ b cd 11 b to -CDUj a " 04 C%j 00 04n C> N 'E��2 ��C+', --<D "_"" --I c-;�? C> -i -i C>11� CD + + 00 d < dc) U- U- cico . �0 -7 Lo + '.0' 0) te) to _j co Ope) . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. Cl . . . .4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04 C/) I . . . . . . . . . . . . . . . . . . . . . . . . oC)U . . . tn-:j r V -1m -r- . . . . . . . . . . . . . . . . . . . . . . . ro C*4 - W .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . f -XIS TING GROUND PROFIZ f u__; ,6u- uj' to f _.vISTINO OROUND '40F1z',E'A'T 00 n-00 m 00+ U- to LO AT C FN TERZ INf +4: - + - +LL- + 00� woo -M.+ co -co 0 C,4,_ 00--J 0) C) -J C-4 n V) c; r., + . . . . . . v7 ..... '346 346 . ........................ 346 C14 N 346 . . . . . . . P . . . . . . . . . . . . . .. ............................ .. ............ .. . ................... ... +Lj- +4 1 01 00. C)(1, WNG FL 0* R INE PROF& f 0 LL_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . 5E� NOTL "A" z 0 co 41 w .................................................. .... 344' .......................................... *344 344 ........................................................................................ ................ ..... ................. 0 A -A Z-510 64OHILIV PROFILE W DATE 5/02/2022 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n-2 PA JOB No. 3208B 0 Df -SIGN FLOWL-INf PROFIZf 4� FO.23% 11, C SHEET E 342 ............... 342 .......... 0 ...... ........ +0.237o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . > 0 10+00 11+00 12+00 13+00 14+00 14+00 -0-22% 15+00 16+00 17+00 18+00 19+00 E EAST FLOWLINE PROFILE SOUTH FLOWLINE PROFILE m 00 3 5 0 OF 10 SHEETS COB RECORDS No. 7) U - 0 w w z 0 -1 5.: (D ca Z w z w > w w ui w u u- W U- I Q__ ;� 0 < a - ER 0) 0 a. > 0 w 0 ZE 00 __j Ili __j LO 24 U-) C) C_� 0 Af ^ P0 C) 00 + 34! + + + + rl- vi co 19 z 23 20 _j m 22 LL -1 F- r -m z _j 21 _j UA 4 w WO 3 of LL_ W LL, LL -1 LL_ w C)p m m LL. Lij 7 w '-, -r' 0 =)o C) 0 00 OC-) cc-) 0 W 0 0 cl) OCKO 0-j 0 0 04 co `:�Ld OLLJ C�m CRu .8- C� CLld C:� LLi Z CN-) C�Q_ 4< C) c; ro LO to �_ DRIVE CD Li C> 1 C*4 PO C14 N 04 LO NOO Ln 04(D m NCn C14CD 0� CO 5� A 0) Ulf-, uj 00'-: + C)v L0 V)N (000 a)00 00 00 22 Lo" 00-.4- noo no) r -,CD on S (or- _0 0) CO V_ ui + L6 + tj + L6 + + + + 00-i wlr- Ir- T_ V_ Ir- 'r- T_ .4-0 v- '.t" CON O)N or) nn Vi + + + + + + + < + + SEE 0-i �__j N -i cq-j N -i n_i to _j :2 �* _j r_�_j v --U- v -U- PHASE 1' T -u- v -U-1 T -u- m -U-1 3:: PHASE 1 U) cl) L m U) L 0 20 40 80 0 20 40 80 CONSTRUCT MIN. 0.20' A.C. PA\,ANG OVER HORIZONTAL: 1"=40' CONSTRUCT MIN. 0.20' A.C. PAVING OVER HORIZONTAL: 1"=40' VERTICAL: 1"=2' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. VERTICAL: 1"=2' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 TI 4.5 R=50 31.36 1110 31.36 31.91' 35.94 W v iz �z z C) 'w c*4 po UJ 04 ON CURVE pm i ui jo- ui LO -jm Gi c� ro� CURVE i ON CU w C14 11 c) C-4 110 0) lt -0 .14- - .4- __j 0 u') 11 UJ (0 C) n 11 ry 04 W 04 W 04 Of C-4 N C) n C) 0) of n 00 Of -4- ir N C14 00 t -4r) LLJ n u') - �t - It 0 re) C) n -0 0 000 LO 00 Ld (7) L) N LU N LO W to a Ld C) 0 j_': -z_ C� q OR �_ 0 m c)L6 C) 0 Ld F- m c� Lu C.� M C4 F- LLJ - F_ F- M Ci F- C,�Ld r4i F- r6 C14 "t n Lei q 00 0 -J 04 C6 'CN 04 _j (�6 ('14 C14 _j 00 < L0 0) ro - 0 re) n C) 0) :3 re) In (c! t6 0) L60R L6 m- -C:>=: K) -C:> 0 re) Ile) -C:> K) -c:� 0 ff) n n n ui fl- m b r- LLJ 0 0 C> NN N(D "n 5�? 8>uj n 04 _j C) C> 0 c> I �_�c -i -i _j .(0 ��N+ C-4 r- It 8cj C5 C-4 6 + n + V_ 0.)+ Lo (0 00 Lj_ 0(.0 U_ LL_ C> L0 "0) x x . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C'07 . . . . . . . . . . . . . . . . . . . . . . . . . . . o) 04 r, fl) C) + . . . . F4 . . . . . . . . . . . . . N. . . L6 . . . 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" N n n V_ -c6 c.0- ui n N - T_ C>M C-4., n ul -7- . . . . . . . . . . . . . . . . . . . . . . . q +. j _. to . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346 346 . . . . . . . . . . . . . . . . _j -1 - -** * * * . . -1 . . . . . . . . . . . . . 346 346 N+ . . . r . . . . . . . . . . . +u_ U- +v_ U- + ...4- r1l -'d- -.4-L-L- 0 co co C) �_j U- U- �-fX1506 FLO#ZINE PROFILf -i A -A -A- 0 LL_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEE -NOTE -"A ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A -.A 4!7/0 . . . . . . . '344 0 344 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *344 344 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 P11?0FIL L41- A FZ 0 HIZ INL 0 I LN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . To r600% . . . . . . . . . . . . . . . . . . . Ij N A% '0� FL PROFIZ E- +0.607 + 0 94Z --0.25% .7. 0 O.�5%. L0 A-6 960/c ' ` i * L -..Oz 342 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 342 * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0) 10+00 11+00 12+00 13+00 14+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 +0.25% -0.26% 31.91 WEST FLOWLI N E PROFILE NORTH FLOWLINE PROFILE 29.33' 0 110 00 1100)110r- 11000 110>� rON CURVEI m U-) C)�J- - 0 LO 0- v cj J:�w ui ION CURVE ui 41xa- ui w, 0 af 110 0) 14- --d- W L000 3: to 11 w co 11 PO 3-4- 110 CO 11 of LO I r_ -0 0 C) 110 ro cc� w to ui n 00 0) 0 cq cli 00 "R a LO w of 06 .d- v- of a- CN 12jo C -i Lu vi m C-� lz�_m to (Do a a n 04 4- of -.4- w 0 q -t C:>r- C:)c6 C:>n < w -4- n - v i V') c5 + v5a� vi + m to n 0 n bui c'v_ b cd 11 b to -CDUj a " 04 C%j 00 04n C> N 'E��2 ��C+', --<D "_"" --I c-;�? C> -i -i C>11� CD + + 00 d < dc) U- U- cico . �0 -7 Lo + '.0' 0) te) to _j co Ope) . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. Cl . . . .4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04 C/) I . . . . . . . . . . . . . . . . . . . . . . . . oC)U . . . tn-:j r V -1m -r- . . . . . . . . . . . . . . . . . . . . . . . ro C*4 - W .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . f -XIS TING GROUND PROFIZ f u__; ,6u- uj' to f _.vISTINO OROUND '40F1z',E'A'T 00 n-00 m 00+ U- to LO AT C FN TERZ INf +4: - + - +LL- + 00� woo -M.+ co -co 0 C,4,_ 00--J 0) C) -J C-4 n V) c; r., + . . . . . . v7 ..... '346 346 . ........................ 346 C14 N 346 . . . . . . . P . . . . . . . . . . . . . .. ............................ .. ............ .. . ................... ... +Lj- +4 1 01 00. C)(1, WNG FL 0* R INE PROF& f 0 LL_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . 5E� NOTL "A" z 0 co 41 w .................................................. .... 344' .......................................... *344 344 ........................................................................................ ................ ..... ................. 0 A -A Z-510 64OHILIV PROFILE W DATE 5/02/2022 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n-2 PA JOB No. 3208B 0 Df -SIGN FLOWL-INf PROFIZf 4� FO.23% 11, C SHEET E 342 ............... 342 .......... 0 ...... ........ +0.237o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . > 0 10+00 11+00 12+00 13+00 14+00 14+00 -0-22% 15+00 16+00 17+00 18+00 19+00 E EAST FLOWLINE PROFILE SOUTH FLOWLINE PROFILE m 00 3 5 0 OF 10 SHEETS COB RECORDS No. 7) *811 11L M I Rox MR A M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. _411111111li- INSTALL STREET LIGHT PER C.O.B. STD. DWC. ST -23 THROUGH ST -233, ROADWAY 31.59' CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST -5. LIGHTING SPECIFICATIONS TYPE 15 AND AS DIRECTED BY CITY ENGINEER. -ON CONSTRUCT TYPE to A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.O.B. STD. DWG. ST -7 '1- 11 W n CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 (SEE DETAILS ON SHEET 2 FOR DRIVEWAY LOCATION AND DIMENSION DETAILS) + INSTALL STREET NAME SIGN PER CITY STANDARDS. 1 ON CURVE CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. 0 EXISTING SURVEY MONUMENT — PROTECT IN PLACE. Eo CONSTRUCT 12' WIDE CROSS—GUTTER PER C.O.B. STD. DWG. ST -9 (CONTRACTOR SHALL COMPACT AREA (D SEWER MANHOLE —S— PROPOSED SEWER MAIN CD� lc� C5 UNDER CROSS—GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12 pt) (D SEWER CLEANOUT PROPOSED STORM DRAIN 0 co CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. ............................................. JN . .... . . . . . . . . . . . r- W 0 ui III) m CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. W 0 m STORM DRAIN MANHOLE ---- XS----- EXISTING SEWER MAIN ff] INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) (if a- STREET CENTERLINE ---------- EXISTING STORM DRAIN ---- XW----- EXISTING WATER MAIN n- [3[1 SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. —.C!NL + STREET RIGHT—OF—WAY OR PL — —dl— EXISTING EDGE OF PAVEMENT [12 2' WIDE PEDESTRIAN WALKWAY EASEMENT TO BE DEDICATED ON FINAL MAP. FL FLOWLINE STATION vi �t c� It U- 4momhoMP .0momomom 4.0momm PHASE LINE NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY PL PROPERTY LINE U-) ENGINEER IF THERE ARE ANY DISCREPANCIES. BW BACK OF SIDEWALK W ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 110sc C:), Nh CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=50 0 20 40 8* HORIZONTAL: 1"=40' VERTICAL: 1 "=2' C4 Im F --- watlejo L9 MAL32790n, WK11- : N - all 01 ol C3, C-4 CHLOE COURT "? 0 (SEE SHEET 9) fill Al III, 31.60 TABLE 31.24 29.33 31.59' 35.94' ION CURVEI -ON r- 11 W '1- 11 W n 1 ON CURVE 0 oc.0 m swo - 1 ON CURVE 1 LLI to I ON CURVEJ to to 0 CD� lc� C5 C)o ciop ccf 0 rn 0 il of co N 0 co N ............................................. JN . .... . . . . . . . . . . . r- W 0 ui III) m . . . . W 0 m n 11 of co 1po uj N EXISTINO 6ROUND 'PROFIZE A T GENTEI?ZINE 00 0 (if a- 't du- n- + —.C!NL + ,6 co to C14 L) vi �t c� It U- c� j �q_ "i Id- -Joo co 0 -,d- N r'i U-) to co > W c) LL co C) 00 . . I-,, C oui C) g U- b c) o c) U-) . . . . . . . . . . . . . . . . . . . C5 04 . . . C) p + . . . . . . . . . N . . . . EX15 TING GROUND PFORZ E A T CEV . . . . . . . . . . . . . . . . . . . . . . . . . . . . TERZ INE . . L.I. ; . . . . . . . . . . . . . . CC':4> . . .. . . a + . . . . . to m + 00 . . . . . + -0- to . . . . . . . co ---J- c5u- — pi) _j --- — - — — C-4 U_ + G! c1q _j L -L- cn co U- U- 346 * -4- o6 CD lc� T_ C)i . U-) '346 ........ ....... .. C) . . . . . . ................ ...... . . . . . . . . . . . . . . ............ .. ........................ . . . . . . . ................... 344 .... /0 ................................................................................... ........................ ....... '344 . . . .. . . . . . . . . . . . . . . . . -0.30.7o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DfS16 * . 0 3 Ob/'o P. IA FL 0; YZ IN PR&71Z o9z 0 347o +0.35% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . .. . . . . . . FL 0 ifZ IN, C PffOFIL E 342* . . . * . . . . .. . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 31.60' WEST FLOWLINE PROFILE 1- z 0 ci- ION CURVEI _j 0 < a- atf u -.4- n 11 W CINI �7 110 Lo cn C-1 00 W pm m C) CD 11 ui CL = m 4 00 It N Of C-4 cl� to 1q_ oi cr) + M po ui (D r_ n 00 c:I'r- b . co In b n in n 0 I 00 vj Lo n 56 c3-4- Co C) 0+ EvISTINO 6ROUND PROFIZf AT CfNTZ_RZ1NE C> C5 + _ x C�r, 0+ -.4- po CF) 01) + -q- ro . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04v .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Nn . . _j . . 6- a: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lo . . . . . . _00 Nu-, (ou- N cn-i 00 U- _j U _j- U - 346 ................... ... ........... C6 ....... 1-i co ....... I -i .......... 03 U-) - .. C) + .. .... .346 ................... .... 7 ....................... ............................................... ............. ..................... .. 344* 0 *344 ............................ ........................................................... -6-257, ............. ............................ -0-25% +0.35% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OZ -519N FL�9WLINEAPROFIL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . +0-247o� . 0.35% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLO WL INE PROFILE . 342* ........................................................................................................................................... '342 10+00 11+00 12+00 13+00 14+00 15+00 16+00 F --- watlejo L9 MAL32790n, WK11- : N - all 01 ol C3, C-4 CHLOE COURT "? 0 (SEE SHEET 9) fill Al III, AUSCATINE LANE (SEE SHEET 8) &III] )I. I ft., I I I 28 m CHLOE COURT -cii c�' (SEE SHEET 6) 0 11-i CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=50 11ni I'll III! MUSCATINE LANE (SEE SHEET 5) 0 20 40 80 HORIZONTAL: 1 =40' VERTICAL.- 1 1110 =2$ CURVE TABLE 31.24 z 31.59' ON CURVE ION CURVEI -ON r- 11 W '1- 11 W n cr_ 0 oc.0 m swo - 014- uj c� LLI to Fly, to to c1c" CD� lc� C5 C)o ciop cio 00 F_ 0 co ":Sci . ............................................. JN . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I .. . . . . . . . . . . . . . . . -o" EXISTING CROUND PROFIZ E A T C1 N TERZ IN, E 0 EXISTINO 6ROUND 'PROFIZE A T GENTEI?ZINE 00 0 CD C5 du- ou- + —.C!NL + 4- — — — — — — 00 — ........... CD ............. ........ .......... z Lu AUSCATINE LANE (SEE SHEET 8) &III] )I. I ft., I I I 28 m CHLOE COURT -cii c�' (SEE SHEET 6) 0 11-i CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=50 11ni I'll III! MUSCATINE LANE (SEE SHEET 5) 0 20 40 80 HORIZONTAL: 1 =40' VERTICAL.- 1 1110 =2$ As to st oil 19 a an IN It a own a w as 0 a Wn C) CD V 5 04 W a cl� > -00 a) x ir- < cn 0 04 W to W co �z c) 0 u) CJ Z �., ce) Lu W C -q C) 0 A 31.59' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11+00 12+00 13+00 WEST FLOWLINE PROFILE 1-'31.24 31.24 z 31.59' ON CURVE ION CURVEI -ON r- 11 W '1- 11 W n cr_ 0 oc.0 m swo - 014- uj c� LLI to 00 to to c1c" CD� lc� C5 C)o ciop cio 00 F_ 0 co ":Sci . ............................................. JN . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I .. . . . . . . . . . . . . . . . -o" EXISTING CROUND PROFIZ E A T C1 N TERZ IN, E 0 EXISTINO 6ROUND 'PROFIZE A T GENTEI?ZINE 00 0 CD C5 du- ou- + —.C!NL + 4- — — — — — — 00 — ........... CD ............. ........ .......... z Lu U- C> _j 2i uj As to st oil 19 a an IN It a own a w as 0 a Wn C) CD V 5 04 W a cl� > -00 a) x ir- < cn 0 04 W to W co �z c) 0 u) CJ Z �., ce) Lu W C -q C) 0 A U) 000"ft,1110`4 < cy) W z :U) < U) u) 4< ITmam Ljj u) 0 um) < (3) OCL cy) 0 W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 344'...* ...... .... ............................................... .... ........... 344 C"i c1+4 0 ................................... ........ . 1__� -0.29% L 0 K INZ - PROFIL DES70N F QzQ 349, 149 . . . . . . . . . . . . . . . . 10+00 CROSS -GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11+00 12+00 13+00 WEST FLOWLINE PROFILE 1-'31.24 . . . . . . . . . . . 0 0 - 7D z 31.59' ION CURVE -ON CURVE Lj F- III u co ol:� u') uj t-) I p-_ r� n t.-LLJ Z:� - i- -M C14 Lli c CL Ci F Nt LLI �d (30 pe) U) x W CL LL C)o ciop cio 00 F_ ":Sci . ............................................. JN . .... ........... 0 C) T_ -o" EXISTING CROUND PROFIZ E A T C1 N TERZ IN, E 0 C) 346 25 0 CD C5 CL 3: '346 -0 + —.C!NL + 0 ..... ..... ....... . .. . ........... CD Z W z Lu U- _j 2i uj 0 U) > W LLI 3 LL W . . I-,, C 0 g U- W CE o U) 000"ft,1110`4 < cy) W z :U) < U) u) 4< ITmam Ljj u) 0 um) < (3) OCL cy) 0 W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 344'...* ...... .... ............................................... .... ........... 344 C"i c1+4 0 ................................... ........ . 1__� -0.29% L 0 K INZ - PROFIL DES70N F QzQ 349, 149 . . . . . . . . . . . . . . . . 10+00 CROSS -GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11+00 12+00 13+00 WEST FLOWLINE PROFILE 1-'31.24 . . . . . . . . . . . 0 0 - 7D z 31.59' ION CURVE -ON CURVE Lj F- III u co ol:� u') uj t-) I p-_ r� n t.-LLJ Z:� - i- -M C14 Lli c CL Ci F Nt LLI �d (30 pe) U) x x CDC) cio- C)o ciop cio 00 ":Sci . ............................................. JN . .... ........... 0 C) T_ -o" EXISTING CROUND PROFIZ E A T C1 N TERZ IN, E N C) 346 25 CD C5 du- —oo.— 3: '346 -0 + —.C!NL + 0 ..... ..... ....... . .. . ........... CD U- _j u_ .... .... .. . . ............................................... .... ........... (j) z 2 LLI 344 ... .... .. ... ............................................... .... ........... 344 c: DATE 5/02/2022 cL PA JOB No. 3208B 4� -------- ------ 0.607, c: ............. -0.6010,yg ............. ............................ .... ........... 0 SHEET E (1) -0-25% > - 11 A' 0 Df -SIGN FL OWL INE FROFIL 342* ................................................................................ 342 E 10+00 11+00 12+00 13+00 co 0 EAST FLOWLINE PROFILE P� Z.117, Kl^ OF 10 SHEETS X A IN ME 0110 CONS'MUMION NOTES CURVE 110' 20'1 09 20' _j ZZ, M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. _mP_ INSTALL STREET LIGHT PER C.O.B. STD. DWG. ST -23 THROUGH ST -23.7, ROADWAY M CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST -5. 0 d c) CN 0 LIGHTING SPECIFICATIONS TYPE 15 AND AS DIRECTED BY CITY ENGINEER. r3-] CONSTRUCT TYPE "A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.O.B. STD. DWG. ST -7 cq + ri 00 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. to +._j 00 U- (SEE DETAILS ON SHEET 2 FOR DRIVEWAY LOCATION AND DIMENSION DETAILS) + INSTALL STREET NAME SIGN PER CITY STANDARDS. F4_71 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. F5_1 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST -9 (CONTRACTOR SHALL COMPACT AREA V) SEWER MANHOLE S- PROPOSED SEWER MAIN n(O UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") 1-i SEWER CLEANOUT PROPOSED STORM DRAIN M CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. __j U T- U- LO -i 'r -u- M CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. C8 STORM DRAIN MANHOLE ---- XS----- EXISTING SEWER MAIN F-81 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) C9 STREET CENTERLINE --- = ------ EXISTING STORM DRAIN 6#16'48" 243.30 C10 . ---- XW----- EXISTING WATER MAIN F9_1 SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. C11 STREET RIGH T -OF -WAY OR PL 2*37'43" 101.30' C12 4415.00' EXISTING EDGE OF PAVEMENT Fl -01 2' WIDE PEDESTRIAN WALKWAY EASEMENT TO BE DEDICATED ON FINAL MAP. FIL FLOWLINE STATION 1 240.5O'--r3'O7'1 6 120.28'-] c4u- PHASE LINE NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY PL PROPERTY LINE 6g . . . . . . . . . . . . . . . . . . ENGINEER IF THERE ARE ANY DISCREPANCIES. BW BACK OF SIDEWALK . . . . . . . ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. U- 27 28 Q LAJ (TYP) z 42 11-14-0 jt�� = _j cd M 0 (3 0 C) C5ui C'4 m p -C) vi CN U-) + +(0 29 C� 30 u') + I-- + + __j n __j U- FUTURE PARK SITE 0, vlor 0 b 46. 4 FS 'T10 46.44 FS A 0, 0- 0 01\ 0, MUSCATINE LANE rA_'\� SIDEWALK -PARK ACCESS DETAIL \11� SCALE 1 1) =5) i 11 w 20 CURVE 110' 20'1 09 20' _j ZZ, 0 04 0 RADIUS 00 Li DELTA uj C) dv) C,4'q 0.-1 0 d c) CN 0 I-C:)Df Lu TRIS LANE c.� 0 c.:) - j ':�o 0 41 Li 40 cq + ri 00 W 0 Nu-) 0 + to +._j 00 U- W + -i 0) U - 0ov, 0 nu') ROPER COURT 00Q Lo"d- a (SEE SHEET 4) 41b 31 111 -Adol- V) -.0- V) 20"'A 20'_ 1 Q' n(O -.4- to 1-i + r- -)-j 42 11-14-0 jt�� = _j cd M 0 (3 0 C) C5ui C'4 m p -C) vi CN U-) + +(0 29 C� 30 u') + I-- + + __j n __j U- FUTURE PARK SITE 0, vlor 0 b 46. 4 FS 'T10 46.44 FS A 0, 0- 0 01\ 0, MUSCATINE LANE rA_'\� SIDEWALK -PARK ACCESS DETAIL \11� SCALE 1 1) =5) i 11 w 20 CURVE 110' 20'1 09 20' _j ZZ, 0 04 0 RADIUS 00 Li DELTA uj C) dv) C,4'q 0.-1 0 d c) CN 0 I-C:)Df Lu TRIS LANE c.� 0 c.:) - j ':�o 0 41 Li 40 cq + ri 00 W 0 Nu-) 0 + to +._j 00 U- W + -i 0) U - 0ov, 0 nu') ROPER COURT 00Q Lo"d- a (SEE SHEET 4) LO J'i + 31 111 -Adol- V) -.0- V) 20"'A 20'_ 1 Q' n(O -.4- to 1-i + r- -)-j C) +V- +� __j U T- U- LO -i 'r -u- co -i v --LL- (0-i v- U_ C8 32 CD >_ (TYP) r-3-1 (TYP) jr-M2 .<�91 :cN_ 20 17 18 s s N3 --fC 6-S 491+i3.64 El� c,4 44.75 AC r__3_ - - - ' I --- - - I - - 1 (TYP) L0 r') L0 (0 _j +u_ 0 C14 33 2' M1O Z. 3F C5 2 21+34.14 c s S S CURVE 110' 20'1 09 20' (0 0 04 0 RADIUS z DELTA TANGENT + z 0.-1 M 0 Oo C�w I-C:)Df Lu TRIS LANE c.� 0 c.:) - j ':�o 0 41 Li 40 6 FJO W 0 Nu-) NCO (SEE SHEET 4) -00 N'._ --to W CO 00 00.14- 0ov, 0 nu') (ON Coto 00Q Lo"d- a L6 + LO J'i + c� + 6+ V) -.0- V) V)v) n(O -.4- to 1-i + r- -)-j +-T- +V- +� C7 U T- U- LO -i 'r -u- co -i v --LL- (0-i v- U_ C8 (0 _j +u_ 0 C14 33 2' M1O Z. 3F C5 2 21+34.14 c s S S CURVE TABLE 50' VERTICAL CURVE CURVE RADIUS LENGTH DELTA TANGENT C1 4395.00' 460.51' 6*00'13" 230.47' C2 20.00' 31.60' 90"31'26" 20.18' C3 4435.00' 163.65' 2*06'51 " 81.84 3 C4 4395.00' 130.37' 1 *41'58" 65.19' C5 35.00' 38.74' 63*24'51" 21.62' C6 42.00' 187.45' 255*43'01 54.03' C7 35.00' 7.93' 12*58'30" 3.98' C8 4415.00' 596.17' 7*44'12" 298.54' C9 4435.00' 486.10' 6#16'48" 243.30 C10 20.00' 31.24' 89*29'08" 19.82' C11 4415.00' 202.56' 2*37'43" 101.30' C12 4415.00' 300.42 1 3*53'55" i'50.27 1 C13 4,415.00' 1 240.5O'--r3'O7'1 6 120.28'-] (0 _j +u_ 0 C14 33 2' M1O Z. 3F C5 2 21+34.14 c s S S 50' VERTICAL CURVE z 0 31.60' 0 M (TYP) U) uj > to C:) C)rl� to 00 (6 p 0) 04 00 n + CD C-4 + to r__ + N C%4 C%4 0 C14 U- I U- U - (0 _j +u_ 0 C14 33 2' M1O Z. 3F C5 2 21+34.14 c s S S CONSTRUCT MIN. 0.20' A.C. PA\1ING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=50 0 C_� LO + 34 U. SEE DETAIL FUTURE PARK SITE L 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1 "=2' 50' VERTICAL CURVE z 2 31.60' 0 M (TYP) U) > c*4 r": I ON CURVEJ 00 n C14 CD 00 00 to r__ + 0 r- + I C14 _j LO + + (D + C) CD cq 35 w 0 Of C4 co 0 7 00, 0) C114 _j 37 U- 36 U- M. a- 11 CL Z -r LL_ 39 LL. 38 _jj _3 c'j - -I 00 C�w 0 w a n W .q- 't m ".4- 2.4- Z w z 1 C> cqto %-t" - co in co 00 15; w r -,c6 - . + n 00 -0 C-4 + V) q (0 > 0 to 0 U-1 0 n - 0 rn a uj 0 w wn a LO 0 r- to PHASE 1 ) U - c4u- U - CONSTRUCT MIN. 0.20' A.C. PA\1ING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=50 0 C_� LO + 34 U. SEE DETAIL FUTURE PARK SITE L 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1 "=2' to LL_ u� LL a �E �0_ c r_ 0 u'- 00- ; 2 ffil<zuz��6ffi%mg w w m w z > C/1 OLL 'C_ 0 2 __ 0 Z Lu LLJ W 0 < Lu W m 3: -1 U) m: m 25 cw0 2 Lu F_ < z U) Lu Lu T: 0 1 Lj, co F- 0) :2 w 2LL C/) 25 0 LL =3 z z C-)- 0 uj 0 0 LD w g (0 cas : !R r- F- M: = < 0 EaE FM F - C1 ;!�W § C - C1 Z _)EZMF LU < w 0 -!!= � 8,31c c>Q- Lou C6 Lud �cer Cull 8) U) - z 0 z z - ca 3: w OMM620 9c') a :-5 2 w p 2 �� 2 mw wzw>-w>9g2mww L _' L U ' = < OLJ C0 FW- UMJ Z UZ) �2F-FqZ250gWM uj LL 0 0 0' zmgww!�02* 2�-Owaw<P00 c6 c0L OLu a. (LJL)j LL c') z 0 COL CK 0 z < Z a:) Lu 0 < 9 Z aW F - Lu 8 0 w ,L) z (zl) p L yj 00 UZ, Z': z c u U, LL F- Z CUQJ 3: P co z 0- z z z uj OLUZZ wo 0 2 w u- 0- 2 w < �< w - 0 w w M 0 z w D = Z < 2) Lu a Ln 0 z CI) < c6m Lu '0 3: 4 :� ') L>U U) X: :D Z a Q Ln UZj 2 u'j 3: z m: > I',, LL 0 cn < 0 3: W L>L I LL'L ;,z 0 W Fo- W W > z , c(!) 55 "" c') 0 W�-05zzafw 00 ca 0 0 z _1 1 0 >cr ca w _j ui w (.) ce _".) 0- W LLI 0 0 Lu Z U) >- U) m m: cf) w = 0 ui z n I— F- 0 Q_ F- 0 0 W < 2 C) C10 cy) 0) U-) C) C Lu z " 0 h-_ 04 w cv? > V- ce- CD 0 X < LL a) W lue 100 W W ce) z C) a) cf) N Z 4, cy) w 0) Lu V_ T_ 04 F_ C) C) 0": 50' VERTICAL CURVE z 31.60' 31.60' 0 U) > c*4 I ON CURVEJ ON CURVE a. 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Z� 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 uj en 31.24 31.24 NORTH FLOWLINE PROFILE ON CURVE �ON CURVEI 0 'Q=W NO c1f - -p-e4'- CC014 0* C'� c� C.4'q_ uj N Q:� 110 U-) 11 �& r4-) to Z-) -.4- cq m 04 N 04 N 1Z 110 m CD 0 n x ul Q_ to xed ot z '- C:)(3 nre) - on x -4- -.4- �4_ or) C:)Uj 0 ui -.4- co n 'r- CO (0 00 . . . . . n 11 ciluj q -j _j _j C) Oo U- U- .L0 (N CO,4cx) C) C) dco __j do u- U- C-4 cq f X-15TING. GROUND PRORFA T CENTf -RZINf . b ui C)CO do� n cq00 04 . d vi + to . ri �O CL Z�� . . . --r�4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - Oro T_ ow LO co co -coo6 z'? u n - c'0 0 Li co c0+ COC3 z p U�..qf C-4 LL_ 346 6 N 00 + + ..Id- ao Lo+ rn� __L0 LO . . . . . . U- co . . . . . . . co . . . . . . . . . . . . . . . . . . . . . .................................................................... LL_ 346 00 . 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Nn . . u') . . . . . . . . . . 54 2' M1O 24 c + —S 4 S ------- 43S_---- IS 24+8 s U/ 113 @ C) pw__wm (TYP) K3 r - LO C5 NO + C14 CID 58 Q0 60 59 CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00" NAT. GRID. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=50 0 0 V) co 0) C* u") LO C%j C14 _j _j LL_ LL_ r' 55 + + 57 56 xC) m 0 C) cif C�Ld CL C) NLO C) -N cr) c6 + + + 04 04 �t_j _j smommom 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2' SEE DETAIL A 6 gal 10", ismisim- CURVE TABLE 31.59 m z C) cy) cy) w L0 U) c) z 0 < Lu cy� 1 ON CURVE� ON CURVEJ C) 0 (j) 75) X LL U) a) U) w 0 W (0 06 w (1) cy') Z (1) q wit =0 Cq Ilk a k Z cr) ui a C'q (0 CD C) 04 0 Q_ CL w C'4 12";� 00 w T- uj n w Q0 m r -i 11 F4 M 110 m 0 co co SEE DETAIL A 6 gal 10", ismisim- < LLj U) M lk�kkkkkk 0 LO 0) 0 cy) 0 LLJ 0 0 0 s-: c - (N 04 0 L0 0 0) 0 c: CL I F_ V) I m 00 0 04 U) z 0- 0 (0 4- 0 > w ATE 5/02/2022 E PA JOB No. 3208B 41 SHEET E 0 1. 0- E 00 0 t ris- COB RECORDS No. OF 10 SHEETS 31.59' 31.59 m z C) cy) cy) w L0 U) c) z 0 < Lu cy� 1 ON CURVE� ON CURVEJ C) 0 (j) 75) X LL U) a) U) w 0 W (0 06 w (1) cy') Z (1) q Cq Ilk a k Z cr) ui a C'q (0 CD C) 04 0 Q_ CL w C'4 12";� 00 w T- uj n w Q0 m r -i 11 F4 M 110 m 0 co co Z m w _5 vi I I -C) Itt d- Ire) ow -d- K) Ouj W LO + 0 'd- Lu P� a CL Lji > co Q ()o 04 w C�O 0 6— 0 LO a' ON 't LO to 11- rl- < 0 - LO 348 . . . . . . . .. . . . . . . . . . . . . . . . . 12 C5 . . . . . . 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TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 91 L jm� L 0 IN es IL VAmor vamp m '%lopw CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Aw INSTALL STREET LIGHT PER C.O.B. STD. DWG. ST -23 THROUGH ST -23.7, ROADWAY 80 CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST -5. (n cf) LIGHTING SPECIFICATIONS TYPE 15 AND AS DIRECTED BY CITY ENGINEER. im CONSTRUCT TYPE "A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.O.B. STD. DWG. ST -7 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. (SEE DETAILS ON SHEET 2 FOR DRIVEWAY LOCATION AND DIMENSION DETAILS) + INSTALL STREET NAME SIGN PER CITY STANDARDS. . . . . . . . CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. 0 EXISTING SURVEY MONUMENT — PROTECT IN PLACE. TI=4.5 R=50 CONSTRUCT 12' WIDE CROSS—GUTTER PER C.O.B. STD. DWG. ST -9 (CONTRACTOR SHALL COMPACT AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEWER MANHOLE S— PROPOSED SEWER MAIN w UNDER CROSS—GUTTERS AND A MINIMUM OF l' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12 30.24' 33.19 1 SEWER CLEANOUT PROPOSED STORM DRAIN EU CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. 346 . CL ON CU R V_E 1 I ' �ON CURVEI STORM DRAIN MANHOLE ---- XS----- EXISTING SEWER MAIN 0 CONSTRUCT TYPE I'M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. m +o.67% FZ 0 PYZ INF - PROFIL E 11 >_ 0 to INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) -4- of, 0 00 ui STREET CENTERLINE ---------- EXISTING STORM DRAIN ---- XW----- EXISTING WATER MAIN op If >_ n --of Q r- In SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. 11 ui STREET RIGHT—OF—WAY OR PL 0 C/) > M c EXISTING EDGE OF PAVEMENT rf) 2' WIDE PEDESTRIAN WALKWAY EASEMENT TO BE DEDICATED ON FINAL MAP. FL FLOWLINE STATION cq g __j _j I C'4 U- PHASE LINE NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY PL PROPERTY LINE C:l Lai ENGINEER IF THERE ARE ANY DISCREPANCIES. BW BACK OF SIDEWALK ADJUST ALL EXISTING MANHOLES, CLEANOUTS,' VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 91 L jm� L 0 IN es IL VAmor vamp m '%lopw all ig I �� I � M,6 ,IRS DRIVE �S�7F LF -FT) 91 1 rl DRIVE �SEE S"EE-y 10) 0 20 40 80 HORIZONTAL: 1"=40' CONSTRUCT MIN. 0.20' A.C. PAVING OVER VERTICAL: 1"=2' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 30.24' 11=4.5 R=50 ON CURV7E 0 Q_ w 14- CC clq 0 0 Lo m old- Q_ 0 C) Li (D c� pw 0 Of m ri C'� t) __j Q_ __j of .t c) It -j co -t .4- 00 0) co 'd- n N -q- n-c�'o n . re) CD r_ 0 ui CDC14 vi 4 .Lo c� co .4- C4 -4- x o6 rl co + 00+ to to 348 ............ EXISTINO Gl'?OUND Pl'?Of ZLE - + .......... ................... 348 00 + ORU- — _j _u_ C) Lo co . . . . . . . . . . . . . . . + CD CD b z C) m co w% Im U-) to tf% C) LLj z CN c"? > 'V— co -00 0 0 (1) X 4— < 06 cl) U— U) 0 z M W uj (1) ce) 06 Z a) q ry 0 (1) CNJ z cy) Lu w C\l C.0 C> c) 0 ui > CONSTRUCT MIN. 0.20' A.C. PAVING OVER 0 20 40 80 s— (n cf) c: iE Lli im V) all ig I �� I � M,6 ,IRS DRIVE �S�7F LF -FT) 91 1 rl DRIVE �SEE S"EE-y 10) 0 20 40 80 HORIZONTAL: 1"=40' CONSTRUCT MIN. 0.20' A.C. PAVING OVER VERTICAL: 1"=2' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 30.24' 11=4.5 R=50 ON CURV7E 0 Q_ w 14- CC clq 0 0 Lo m old- Q_ 0 C) Li (D c� pw 0 Of m ri C'� t) __j Q_ __j of .t c) It -j co -t .4- 00 0) co 'd- n N -q- n-c�'o n . re) CD r_ 0 ui CDC14 vi 4 .Lo c� co .4- C4 -4- x o6 rl co + 00+ to to 348 ............ 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U- 344 EXIS77NO FtOWLINE PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . —0:58% . . . . . . . . . . . . . . . . . . * SEE NOTE "A P11ASf .1 CO4(5&00)76Wj . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... 342* —0-22% PR, 9/ �IL . . . . . . . . . . . . . . . sIGN. Fz o wL lk PR, 9/ �IL ..... —0 2�% ; . ............................ 342 10+00 11+00 12+00 13+00 14+00 15+00 SOUTH FLOWLINE PROFILE all ig I �� I � M,6 ,IRS DRIVE �S�7F LF -FT) 91 1 rl DRIVE �SEE S"EE-y 10) 0 20 40 80 HORIZONTAL: 1"=40' CONSTRUCT MIN. 0.20' A.C. PAVING OVER VERTICAL: 1"=2' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 30.24' 11=4.5 R=50 ON CURV7E 0 Q_ w 14- CC clq 0 0 Lo m old- Q_ 0 C) Li (D c� pw 0 Of m ri C'� t) __j Q_ __j of .t c) It -j co -t .4- 00 0) co 'd- n N -q- n-c�'o n . re) CD r_ 0 ui CDC14 vi 4 .Lo c� co .4- C4 -4- x o6 rl co + 00+ to to 348 ............ 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PAVING OVER VERTICAL: 1"=2' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 30.24' 11=4.5 R=50 ON CURV7E 0 Q_ w 14- CC clq 0 0 Lo m old- Q_ 0 C) Li (D c� pw 0 Of m ri C'� t) __j Q_ __j of .t c) It -j co -t .4- 00 0) co 'd- n N -q- n-c�'o n . re) CD r_ 0 ui CDC14 vi 4 .Lo c� co .4- C4 -4- x o6 rl co + 00+ to to 348 ............ EXISTINO Gl'?OUND Pl'?Of ZLE - + .......... ................... 348 00 + ORU- — _j _u_ C) Lo co . . . . . . . . . . . . . . . + CD CD b z C) m co w% Im U-) to tf% C) LLj z CN c"? > 'V— co -00 0 0 (1) X 4— < 06 cl) U— U) 0 z M W uj (1) ce) 06 Z a) q ry 0 (1) CNJ z cy) Lu w C\l C.0 C> c) 0 U) 000"ft%'. Lr. D U Ao %L I Amok A X III z < U oe$ z IV— > %*040OW00000 U) AIP 44k LLJ 0 Ll AIIIIIIIIII, AO%P% > P%%u ry 0 ry 346 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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I LL_ 0 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04 co z 0 346 . 344 ................ .............................. + ...... +d.35?o. ........ ........ 1-1 Lo . . . . . . . . . . . . . . . . . . . . +0.00% . lll� +o.67% FZ 0 PYZ INF - PROFIL E . . . . . . . . . . . . . . . . . . . . . . . . . . 41 . . . . . . . . . . . . I . .......................................................... .... TO.81% 0 10+0 11+00 12+00 13+00 c DATE 5/02/2022 ................................................. 33.19 WEST FLOWLINE PROFILE a: PA JOB No. 3208B 344 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A CZOf . . . . . -1 ON CURVE 41 c: 0 AN 0 Q_ 0 w 00 0 Lo m 11118 C'1115 ui �- m u 14- llqo 0 W iz --j a 11 CL ui -a C.� C'� elf co CZ -t n 0 n -C)OR bw IN or -00 -q-- U-) C) b Lo 00 0) C-4 "t vi 4 < C) C311") C3 00 -1- cq V_ 10- 0 co 348 . . . . . . . . . . . . . . . . . . . c6 LOOO o6+ EXISTINO CROUND PROFIZE, o6 + PO T_ . . . . . . . . . + n . . . . . . . . . . . . . . . = . . . . . . 348 0 ,I- C:> t �EN tEk iN t --j UNA- cl� U- . . . . . . . . . . . . . . . . . . . . I LL_ 0 - ul 00 . . . . . . . . . . . . . . . . . . . . . . . . +. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co z 346 . 346 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 c DATE 5/02/2022 ................................................. ........................... ....... a: PA JOB No. 3208B 344 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A CZOf . . . . . . . . . +0.35%. * . . . . . . . . . . . . . . . . . 344 41 c: 0 AN SHEET > 0 5% FLO WL h Vf - PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 0_� 11+00 12+00 13+00 00 10+00 EAST FLOWLINE PROFILE fj raTal wol v IT"I I TL' ON 0 F 10 SHEETS CONSTRUCTION NOTES ROADSIDE SIGN,& PAVEMENT DELINEATION NOTES CONSTRUCT 12' WIDE CONCRETE MULTI—USE TRAIL (4" THICK CLASS "B" CONCRETE) (SEE C.O.B. 1) TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CONSTRUCT 12' WIDE EQUESTRIAN TRAIL (NATURAL GROUND COMPACTED TO 90% MAX. DENSITY) CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. PROPOSED LANDSCAPED AREA (BY SEPARATE PLANS) 2) PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD 61 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). EXISTING IMPROVEMENTS AND STRIPING PER STREET IMPROVEMENT PLANS FOR STOCKDALE 3) ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL RANCH DRIVE—SOUTH WEGIS AVENUE, LOT LINE ADJUSTMENT NO. 20-0318—CONSTRUCTION CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY PHASES "A" THRU "C" APPROVED 9-20-2021 (COB RECORDS NO. 5.1-12062 PH A—C) REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG uj SEALED. "A": 4) ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE NOTE VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. ENGINEER IF THERE ARE ANY DISCREPANCIES. LL 5) ALL POSTS SHALL BE PER PROPOSED C.O.B. STANDARD OR APPROVED EQUAL. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. F- TO FINISHED GRADE PER CITY STANDARDS. 6) STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7) STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. w w 8) ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 0 9) ALL CONSTRUCTION MATERIALS.FOR ROADSIDE SIGNS, TRAFFIC STRIPING, sqj PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10) LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11) ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO z REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. F- PAVEMENT DELINEA11ON LEGEND W -r 9A,*A% jA I *F�)l INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. (r CAL in REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL). NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY w CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD w CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE w CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. LL SIGN CODES SIGN LEGEND SNS—METRO — METRO STREET NAME SIGN 0 EXISTING SIGN TO REMAIN. CL NOTE: SIGN CODES ARE FEDERAL CODES UNLESS Lj INSTALL NEW 1 POST SIGN. < CL OTHERWISE INDICATED BY (CA). (CA) INDICATES INSTALL NEW SIGN ON STREET LIGHT POLE CALIFORNIA CODES. SIGN LOCATION 22+48.35 22+96.95 23 R26(CA 1), ct co 0 SOUTH WEGIS AVENUE (EXISTING) 34; 1 ED 1 34' 11 Rl—1 1\/-V I (AG. WELL LOT) R/W 51 6 0 m 45' RIGHT-OF-WAY 45' RIGHT-OF-WAY 34' 34' a [a] FL 6' 5p 3 12' mo� -0 - f -m CURB & GUTTER CURB & GUTTC-IN 27- ---------------------- 2% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — FUTURE SIDEWALK DESIGN OF COMBINATION TRAIL (BY OTHERS) ... ... /"A'� ADJACENT TO COLLECTOR \110i NOT TO SCALE R/W 45' RIGHT-OF-WAY, FIL 0 45' RIGHT-OF-WAY 34' 34' a a CURB & GUTTER CURB & GUTTER I I—% I I ---------- ------ FUTURE SIDEWALK DESIGN OF MULTI—USE TRAIL (BY OTHERS) ADJACENT TO COLLECTOR k'l 0j NOT TO SCALE EXISTING IMPROVEMENTS AND STRIPING SHOWN IS PER STREET IMPROVEMENT PLANS FOR STIOCKDALE RANCH DRIVE—SOUTH WEGI&IIAVENUE, LOT LINE ADJUSTMENT NO. 20-0318—CONSTRUCTION PHASES **At$ THRU "Cot APPROVED 9 20,2021 (COB RECORDS NO. 5.1 12062 PH A—C) R26 CA c SNS c —EXISTING STREET METR BARRICADE PER[!] c 26+95.42 27+16.90 26 28 c R26(CA) I SNS cl ETRO Li 4 4 CN C.0 ;v r Q CARNABY s (sc,E sHEc . P tE 1 HAS' 70mmum wzi W4.17 U I wl I R/W 13' EASEMENT 6* 51 69 12' L 2% -6' HIGH BLOCK WALL Pat all b z CD U) pn %aw LU Z — 0 >_ h—_ c Lu (10 IL > 0 0 0 (1) 7j—D z > 06 4— It cl) " L U) 0 (D z —',4 cu w [Ono c UJ oes UJ Z a) c 00 w z UJ UJ F_ cq ct� (D CD 0 CL HIGH BLOCK WALL z 12' 0 61 6' w FINISHED PAD �17/ i � 7- 4///l <//l Ile. �71<�<(l uj FINISHED PAD c\l > 0 CIO LL EXISTING 10" IRRIGATION F- 1-,41 MAIN (PROTECT IN PLACE) R/W 13' EASEMENT 6* 51 69 12' L 2% -6' HIGH BLOCK WALL Pat all b z CD U) pn %aw LU Z — 0 >_ h—_ c Lu (10 IL > 0 0 0 (1) 7j—D z > 06 4— It cl) " L U) 0 (D z —',4 cu w [Ono c UJ oes UJ Z a) c 00 w z UJ UJ F_ cq ct� (D CD 0 CL %EER 0) LO 0 > 0 0 % % % LO % cr) Ce) W3 1 R A" 02 % 0 ol 30 0 30.18 4_!�ISLJ. 38 04 _;;;�: �4 1-1 0 V- LO c%q zo po c: -D 183LOCK LL co 0 R26(CA) 9 W 0 10 W z 0 w 13� c\l LL F- 6� w w 3: 0 z sqj tr N Z z F- W in 0 > w F- w w n 0 LL Of U- CL < CL %EER 0) LO 0 > 0 0 % % % LO % cr) Ce) W3 1 R A" 02 % 0 ol 30 0 30.18 4_!�ISLJ. 38 04 _;;;�: �4 1-1 0 V- LO c%q zo po c: -D 183LOCK LL co 0 R26(CA) 9 W 0 10 W z 0 w 13� DATE 5/02/2022 F- PA JOB No. 3208B c: E SHEET 0 0 15 30 60 E I-, HORIZONTAL: 1"=30' rn co 0 ?3 1�s 3 COB RECORDS No. F 10 SHEETS