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Home My WebLink About1.1-7376 PH 1 - 3REVIEWED BY: TRAFFIC ENGINES , CITY OF BAKERSFIELD RYAN STARBUCK, RICE 57651 REVIEWED BY: 7- ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STUART PATTESON, RICE 44898 APPROVED BY. ...Z-6oz I - gal, gim al BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE 54' WEST OF THE CENTERLINE INTERSECTION OF WHITE LANE AND WINDERMERE STREET. ELEVATION=353.03 (U.S.G.S DATUM) BASIS OF BEARINGS: THE BEARING OF N 00'56'51" E ALONG THE CENTERLINE OF SOUTH ALLEN ROAD AS SHOWN ON PARCEL MAP 12100, RECORDED DECEMBER 30, 2014 IN BOOK 59 OF PARCEL MAPS AT PAGE 178, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: BEING A DIVISION OF LOTS 3 AND 4 OF PARCEL MERGER NO. 20-0084 PER CERTIFICATE OF MERGER RECORDED AUGUST 26, 2020 AS DOCUMENT NO. 220117531 O.R., ALSO BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.B.&M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. PHASES THRU BAKERSFIELD, CALIFORNIA SHEET No. INDEX ® TITLE SHEET ® STANDARD NOTES STANDARD DETAILS (1> TYPICAL STREET SECTIONS ® LARIMAR DRIVE CE> KINNICK COURT ® GRAHAM COURT (10+00 - 18+00) (D GRAHAM COURT (18+00 - 24+02) M PETALUMA COURT Q NAYREE LANE 10 AMES LANE 11) FARENTZ COURT TOLOSA COURT 12 MADELYN DRIVE (18+77 — 26+00) 13 MADELYN DRIVE (26+00 — 29+55) GRAHAM COURT 14 SOUTH ALLEN ROAD SIDEWALK PLAN t� MUIRLANDS PARKWAY SIDEWALK PLAN MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. STREET IMPROVEMENTS PHASE 1 PHASE 2 PHASE 3 TOTAL 6' WIDE SIDEWALK (SOUTH ALLEN ROAD) 0 SF 0 SF 5,274 SF 5,274 SF 5' WIDE SIDEWALK (MUIRLANDS PARKWAY) 4,992 SF 3,312 SF 3,202 SF 11,506 SF STREET IMPROVEMENTS (PRIVATE) PHASE 1 PHASE 2 PHASE 3 TOTAL LOCAL STREETS 2,675 LF 1,965 LF 1,545 LF 6,185 LF 0.20' A.C./0.40' A.B. 95,482 SF 71,794 SF 61,206 SF 228,482 SF 6" CURB AND GUTTER 5,368 LF 4,303 LF 3,546 LF 13,217 LF 6" THICK CONCRETE DRIVEWAY 12,126 SF 14,664 SF 13,818 SF 40,608 SF 4" THICK CONCRETE SIDEWALK 20,499 SF 15,470 SF 13,429 SF 49,398 SF SURVEY MONUMENT ENCASEMENT 9 EA 7 EA 5 EA 21 EA STREET NAME SIGNS 9 EA 6 EA 1 EA 16 EA TRAFFIC SIGNS 19 EA 8 EA 1 EA 28 EA WHEEL CHAIR RAMPS 12 EA 6 EA 0 EA 18 EA STREET LIGHTS (INTERIOR) 10 EA 7 EA 7 EA 24 EA TYPE "A" CATCH --BASINS 8 EA 0 EA 3 EA 11 EA MEDIAN CURB 316 LF 0 LF 0 LF 316 LF CROSS GUTTER 716 SF 1,816 SF 0 SF 2,532 SF SAWCUT 40 LF 48 LF 86 LF 174 LF PHASES WILL BE CONSTRUCTED SEPARATELY IN SEQUENTIAL ORDER. in. r� err iwerse�rr�s. .r�rr e s er rrer.rrrrr�eree�re i rr.r - esea® CL— CENTERLINE DWY— DRIVEWAY 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 SHEET INDEX NUMBER --- DIRECTION OF DRAINAGE CONCRETE MONUMENT <>- LED STREET LIGHT CB#12 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN ------ TRACT BOUNDARY VTTM� 7 372 1 4 'EXISTING PRIVATE SUMP\ '-)) VTTM 7372 � 13 12 11 10 9 8 7 6 5 CB#1- 16 17 18 19 20 21 w z 27 26 25 24 23 22 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE :811 AT LEAST TWO DAYS BEFORE YOU DIG 13- v uj Go J zOcnu3 Luz�h<- twJ?OwRwz}w-w`ZMA �.J.1I�-OF--F-U-ZOZ WTQ2F"zww=O WW=wZ0>0- < 1W-caz ;"`viv �zwwm o mwF=-- <ZowZ¢ �w�cnn©0C,�' 's`'=)pz0� rncii�' zw �0z®<�"� WO_u_3:©¢m wvc,a Lli 0.a_�m Z 0ZZ CO �50Q 3:nQpa=. Fnz >W --w=w ww>-00=ww mwQw(w-u)0 vLL®z©zz F-to OOw wm ca0 §E ¢wwzb< a zu© ©ci0_roz> z 0�2 mC-)C-)w zpca. a (1) CL z�Z Q ofxm0u0 c;a=0Lu=�w¢0W u�Z M aZZZU w<w> -w00 wu- ww0"0td-Vcw]�OO 0�=z<ww - �>-0u cLg== Omw==Zd�Op zo vcnw=�Ww ® w 0 m w w= wLL- p m W<aLLz� cmn ,0I— pmvwiU05Zz`cxdw dwQutLLJC-) -0>m ww00wz(d�di� u/i>-� Mhl-00-FF_00w<2 w31.V) 0 V®ww__.!w =) � V _..i U) LAJ :E§z ztnw wJ©wwzz CaO Z -p zm Ownoo w 55xIS0:�V w>- Lu=3 Uw®wz m ® Q z Z m uj Cl Z — & }- ® Q Lu W X�©tp JCS<V eL.l W©Z>>5:w a.3: <mwzQ �`e��t-tea® ZLL_F.W�w®m Lj OWWwM©OF- mow vwD&cn .� !:E- M Z W M V OD �_Z®�¢® Ld i W 00 QF- << Q©nWMcy .a- .._ >v,� 0_0ww<0wm le 0- I, w�'<tma0c�0 c�cn owm XzV< -�`~<mW anm0 / T" TRACT 7347-1 / M.B. 63, PG. 117 1 1 DRILL SITE , (NOT A PART) TRACT 7347--1 M.B. 64, PG. 91 Al-K 13 2728 �. \ 10 r Q "°�� \ -N- 29 ? 12 30 9 ni_Idrr 4 .. .. `. O Q N a cp ui w z 0 LL 1 1 0 c 0 v 41 U) E O L E COB RECORDS No. r Z ...... M w Z L_ > v. es.r. (a 0V� 6) 0841%5 � VJ Lw U) z.dC 4< N W cd 06 Z a) a. p� z U) N W N 0 ct� irr[.. N 0 �- CL 00 4 N % w w = w w W � w o F- W U- 0. a a U) z 0 w DATE 6/22/2021 PA JOB No. 3192C SHEET VICINITY MAP NO SCALE KEY MAP. SCALE: 1'=200' OF 15 SHEETS 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., SEE FILE No. 21-17941, DATED APRIL 9, 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 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. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE 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 STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 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 NOTIFY 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. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 16. 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. 17. 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. 18. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 19. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. -- - 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 WITH 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. 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. 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 ALL FIRE HYDRANT LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS. 16. SUBGRADE 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 FT. BELOW TOP OF SUBGRADE AND AND 1.0 FT. TO EACH SIDE OF 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 H N ES 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 27.. ALTERNATIVELY, 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. CONTRACTOR SHALL STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. 23. 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 THE ISSUANCE OF THE PERMIT. QO8 A PHA T CONOREIE EAMINQ TES 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 "STEAM REFINED PAVING ASPHALTS", IN SECTION 92-1.02, "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: 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 THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE 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. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE 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 RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE 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. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL 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 "GREENBOQK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION 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 0.04 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. ALL PRIVATE STREETS TO BE PRIVATELY INSPECTED SHALL BE ALLOWED NO MORE THAT 0.02' TOLERANCE ON SPECIFIED ASPHALT CONCRETE (A.C.) THICKNESS. ANY PAVEMENT NOT MEETING THE SPECIFIED TOLERANCE SHALL BE GROUND DOWN 0.10' AND REPAVED TO SPECIFIED THICKNESS. ALL SPECIFICATION SUBMITTALS FOR AGGREGATE BASE, ASPHALT PAVING AND CONCRETE SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE PROFESSIONAL ENGINEERS ACT OF CALIFORNIA. CITY STANDARD PLATES 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEBSITE) CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ® ST-1 CURB AND GUTTER TYPES "B" AND "C" ❑ ST-29A ACCESSIBLE TRASH ENCLOSURES ® ST-2 MEDIAN CURBS TYPE "M" "M-1" & "M-2" ❑ ST-29B ENCLOSURE CONFIGURATION EXAMPLES ❑ ST-3 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A" ❑ ST-30 COMPACTOR ROLL OFF SPECIFICATIONS ❑ ST-4 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "B" ❑ ST-30A COMPACTOR ROLL OFF SPECIFICATIONS ❑ ST-4.1 COMMERCIAL/MULTI--FAMILY DRIVE APPROACH -TYPE "C" ❑ ST-31 EDGE CONDITION DETAIL PAVEMENT SECTION ® ST-5 COMBINATION SIDEWALK ❑ D-9 DRAINAGE BASIN ® ST-6 DETACHED SIDEWALK D-14 CATCH -BASIN, TYPE "A" ® ST-7 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A" ❑ D-15 CATCH -BASIN, TYPE "A-1" ❑ ST-7.1 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "B" ® D-17 GUTTER DEPRESSIONS ❑ ST-8 CONCRETE RIGHT TURN LANE INTO COMMERCIAL OR ❑ D-20 SIDEWALK UNDERDRAIN PRIVATE DEVELOPMENT ® SW-2 STANDARD MANHOLE ® ST-9 CROSS GUTTER ® SW-2A STANDARD MANHOLE NOTES ® ST-10 CURB RAMP ❑ SW-3 STANDARD MANHOLE DROP CONNECTIONS ® ST-11 PAVEMENT PATCH ❑ SW-4 MANHOLE SIZING CHART ® ST-12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ® ST-12A TRENCH BACKFILL AND COMPACTION REQUIREMENTS ® ST-13 STRUCTURAL PAVEMENT SECTION ❑ ST-14 LOCAL INDUSTRIAL CROSS SECTION ® ST-14.1 LOCAL STREET CROSS SECTIONS ® ST-15 LOCAL STREET CROSS SECTIONS NEQ-TRADITIONAL NEIGHBORHOOD DESIGN Q ST-16A STANDARD & ALTERNATE COLLECTOR CROSS SECTION WITH BIKE LANES ST-16B ARTERIAL CROSS SECTION WITH BIKE LANES ❑ ST-17 DETAIL HAS BEEN REMOVED ❑ ST-18 ALLEY CROSS SECTION ❑ ST-19 DETAIL HAS BEEN REMOVED �j ST-20 SYMMETRICAL AND OFFSET CUL-DE-SACS ST-21 STREET KNUCKLE ® ST-22 SURVEY MONUMENT ® ST-23 STANDARD TYPE 15 POLE (STREET LIGHT) ® ST-23.1 PULL BOX ® ST-23.2 COMBINATION METERED/NON-METERED PEDESTAL ® ST-23.3 NON -METERED UTILITY PEDESTAL ST-23.4 BADGE NUMBER STREET LIGHT ❑ ST-23.5 BADGE NUMBER TRAFFIC SIGNAL ® ST-23.6 STREET LIGHT SPACING TYPICAL -PROPOSED ® ST-23.7 STREET LIGHT SPACING SUBDIVISION TYPICAL ❑ ST-24 ST-24 HAS BEEN REMOVED (SEE ST-23) FOR STREET LIGHT BASE PLATE DETAILS AND LOCATION DETAILS ❑ ST--25 ST-25 HAS BEEN REMOVED (SEE ST-23) FOR STREET LIGHT PULL BOX DETAILS ❑ ST-26 ST-26 HAS BEEN REMOVED (SEE ST-23) FOR STREET LIGHT POLE NUMBERING ❑ ST-27 REFUSE ENCLOSURE AND CONTAINER PAD ❑ ST-28 GATE DETAILS FOR REFUSE ENCLOSURE ❑ ST-29 ACCESSIBLE TRASH ENCLOSURES **FIBERGLASS STREET LIGHTS NOT ALLOWED CONSTRUCT TYPE "A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.O.B. STD. DWG. ST-7 w � _Z � o PL & BW ........:,.....:.......:.: ................,............:... 1 , 3' 20' 3' 7' 3' 20' 3' NOT TO SCALE ❑ SW-5 ® SW-6 j� T-1 ® T-2 ❑ T-3 ❑ T-4 T-5 ❑ T-6 ❑ T-7 ❑ T-8 ❑ T-9 ❑ T-10 ❑ T-15 ❑ T-16 T-17 ❑ T-18 ❑ T-19 �S' T-20 T-21 T-22 T-23 T-24 T-25 T-26 T-27 T-29 T-30 T- 31 T-32 STANDARD SEWER CLEANOUT FRAMES AND COVERS FOR MANHOLES & CLEANOUTS STREET NAME SIGN, POST TYPE MISCELLANEOUS SIGN DETAIL STREET SIGN PANEL MAST ARM MOUNT ARTERIAL EXPANSION WITHOUT BIKE LANES AT INTERSECTION WITH ARTERIAL OR COLLECTOR ARTERIAL EXPANSION WITH BIKE LANES AT INTERSECTION WITH ARTERIAL OR COLLECTOR COLLECTOR EXPANSION AT INTERSECTION WITH ARTERIAL COLLECTOR EXPANSION WITH ON STREET PARKING AT INTERSECTION WITH A COLLECTOR "T" INTERSECTION EXPANSION ARTERIAL/ARTERIAL "T" INTERSECTION EXPANSION ARTERIAL/COLLECTOR LEFT AND RIGHT TURN LANES RESTRICTED ACCESS MEDIAN END DETAIL AT INTERSECTION WITH LOCAL STREETS ACCESS LOCATION MINIMUM STREET ACCESS SPACING ON ARTERIALS AND COLLECTORS MINIMUM STREET ACCESS SPACING ON ARTERIALS AND COLLECTORS RESIDENTIAL CIRCULAR DRIVEWAYS TURNAROUNDS FOR STREETS TO BE EXTENDED DRIVEWAY GRADES BIKE LANE STRIPING STANDARD ARTERIAL STRIPING PLAN STANDARD TYPICAL STRIPING PLAN FOR ARTERIAL AND COLLECTOR APPROACHES STANDARD ROADWITH TRANSITIONS BUS TURNOUT DESIGN CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS TRAFFIC SIGNAL INTERCONNECT -CONDUIT AND PULLBOXES TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULLBOXES ROUNDABOUT w Z c{ Vv f.. **= 4' SIDEWALK EASEMENT TO BE DEDICATED ON FINAL MAP A Ku ,I 1 M ilk Lois] IN It = 61A im ca c1Qv0 wOcn �®� zw wzwh .%w2wM9-:0w o'Goz_•-•"0)(6U zr-v�vacaou.pr reCL0©©wVc©nrwis0 W 0z°°c- f-N,r..,o ZZ0c.1-dzz0Z12 c?�ornoo0©�- wwy->pVaiW owQw �wF-rra0 Vt§<RE w®Zo¢ ® zagwi-;oz> wE 9w'r_wQ a.. n.z0.hw>ptt3 �wOzl..>Ozz8J 0TQwF-QUQow m.-9m3:azww0 w¢u�w�woawLL .-1ow Qvwing0 z 9�w-8t E9=ix_ cn=6rQv,w��o 0ww=�z<t04 zc»c��nw LL §zF-T5Qd 0-0 ®wpww,wwx uom w< p4Wz>0m¢ >�d ¢'L'0wwv?R>m wwE%owzc�n>-� 0 0 0 c iE N N N 0 r w CONSTRUCT TYPE "A" SINGLE FAMILY = RESIDENTIAL TYPE APPROACH PER I C.O.B. STD. DWG. ST-7 zz F- V) PL i LOB rn a' t \1-11 W a � � ` ri) 0 E nM CN 4 7� a' COB RECORDS No b z o ..... c1r) M 0) W . Lo C8 w Z E 7 wQ N M > T- 0 U) °' U) 0 u.r Z cC m N 06 W N o U)04 Z 4-0M W W .0) r- O(0 0 04 O ui 0 e W " 0 w w r m ?.� w w r- 5: w w Lij w w U- a o a �c\NEER 4c bf d, o �w L w_> v 16 w o �o / 0321 * �� cn z W w D, 6/22/2021 PA JOB No. 3192C SHEET 2 OF 15 SHEETS LE.QEND 1 PROPOSED 6" CURB & GUTTER PROPOSED 6"x 6" CONCRETE MOW CURB PROPOSED BLOCK WALL (H.O.A. MAINTAINED) PROPOSED TYPE "M" MEDIAN CURB �4 PROPOSED 8' WIDE CONCRETE MULTI --USE TRAIL PROPOSED LANDSCAPE AREA --LANDSCAPE AREA SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX FINISHED PAD 6 PROPOSED 4' WIDE DECOMPOSED GRANITE PATH PROPOSED SIDEWALK (WIDTH VARIES) PARKING ALLOWED (FRONT YARD) I iZ 10' PL L/S LOT 6' 5' 5' # 5 7 5 I _21% I MAX 71' l NO PARKING ALLOWED C/L 40' 40' 20' 8' 20' NO PARKING -FIRE DEPT. ACCESS LANDSCAPE NO PARKING -FIRE DEPT. ACCESS MEDIAN 3 4' 4' 3 cl D 2% .sin. ..�. .rn. � _... ..,.. wan. a... a�sn ..... � �.. awl., ,.�. ..r. a. .... � ._.. .eo. ..�. e,.r s.,m•. sr. n..n..n.r. no ..r. a� s.. � .n.r. \` ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) NOTE: STREET TO BE MAINTAINED BY H.O.A. (PRIVATE STREET) rA� ENTRANCE STREET SECTION 3 NOT TO SCALE R. nr 4nY.�r �. .YIYrrr annr Ww• rnp. alnr �r mr fir. �. awn anss �inn aanr �4imuil-j-', ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) NO PARKING ALLOWED NOTE: STREET TO BE MAINTAINED BY H.O.A. (SIDE YARD) (PRIVATE STREET) *-LANDSCAPE AREA SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX PROPOSED PARKING ALLOWED ON ONE SIDE COMBINATION OF "WMSP" EXHIBIT 4--16 & 4--19 /00n RESIDENTIAL STREET l\lj NOT TO SCALE a- 10' 3 LOT PROPOSED BLOCK WALL (H.O.A. MAINTAINED) C/L 30' 1 30' I 0- C/L a_ 30' 1 30' 12' 18' W PARKING 18' W PARKING 1 12' i 12' AT INTERSECTION 12' AT INTERSECTION t 1 5' i 7' 1 7' i 5' 1 y i oA r r 14' 14' 16' NO PARKING NO PARKING 5' 11' 4 7D5 I I 1 1 2 * q� 2% MAX --.---- r sass �sorr sso. snrs une asr sosr � own snow arms oo srw wes ® srrr sr asr► osmw a� soo ��, ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) NO PARKING ALLOWEDNOTE: STREET TO BE MAINTAINED BY N.O.A. (PRIVATE STREET (SIDE YARD} ) *-LANDSCAPE AREA SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX PROPOSED NO PARKING ALLOWED EITHER SIDE PER "WMSP" EXHIBIT 4--16 /n"\ RESIDENTIAL STREET NOT TO SCALE EXISTING IMPROVEMENTS PER SOUTH ALLEN ROAD AND MUIRLANDS PARKWAY STREET IMPROVEMENT PLANS PROPOSED IMPROVEMENTS PER THIS MAP ST R/W CL VARIES 55' TO 70' PROPOSED 18'-19' WIDE LANDSCAPE LOT i VARIES 48' TO 64' 25' I TT 776 i i PROPOSED BLOCK WALL (H.O.A. i MAINTAINED) 7' 6' 12' LANDSCAPED AREA LANDSCAPE 4 SIDEWALK 5 EXISTING i MEDIAN 0 �✓ FINISHED PAD �i EXISTING CURB & GUTTER * 2% MAX - 2 2% t 2%, . �.-- / // //\/i %//�\/ /. FINISHED PAD *= LANDSCAPE SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX NOTE: STREET TO BE PUBLICLY MAINTAINED **= LANDSCAPE LOT TO BE DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. SOUTH ALLEN ROAD -- WMSP ARTERIAL STREET ***= 2' WIDE WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP. E PER "WMSP" EXHIBIT 4--4 'ii- r i r n e>.�rl + In.r ..rinrr..mrs.�ns NOT TO SCALE ROADSIDE, SIGN & PAVEMENT DELIN A11 N NOTES SIrQN LEQEND SIQN CODES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE ❑ EXISTING SIGN TO REMAIN. SNS - STREET NAME SIGN PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 k INSTALL NEW 1 POST SIGN. W2--6 - CIRCULAR INTERSECTION AND THE CALIFORNIA MUTCD LATEST EDITION. W16--17P - ROUNDABOUT 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER U INSTALL NEW 2 SIGNS 1 PQ5T W11--2 N PEDESTRIAN CROSSING STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). SIGN LOCATION R26(CA) N NO PARKING ANYTIME 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. W16-7P N DIAGONAL DOWNWARD ARROW ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND Q(CA) N TYPE Q (CA) MARKER ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD LATEST EDITION. 5. ALL POSTS SHALL BE PER PROPOSED C.O.B. STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO 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. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, 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 REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. GRADEi i GRADE) STREET BE MAINTAINED BY H.O.A. (PRIVATE PER P EXHIBIT 4 « PARKING y r ALLOWED . BOTH SIDES WMS• RESIDENTIAL STREET • NOT TO SCALE EXIS NG IMPROVEMENTS PER SOUTH ALLEN ROAD AND MUIRLANDS PARKWAY STREET IMPROVEMENT PLANS ST CL 55' 48' 29' EXISTING MEDIAN 20' NO PARKING, z 3 { U- 27 t EXISTING CURB & GUTTER NOTE: STREET SECTION SHALL BE PUBLICLY MAINTAINED, LANDSCAPING TO BE MAINTAINED BY H.O.A. PER "WMSP" EXHIBIT 4--11 MUIRLANDS PARKWAY jj!�� WMSP COLLECTOR STREET NOT TO SCALE 2%1 MAX - PARKING ALLOWED (FRONTYARD) *-LANDSCAPE AREA SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX - PROPOSED IMPROVEMENTS PER THIS MAP R/W I i 26' 10' WIDE 5' i 4' i 7' 91 U w 0 LI G1p,,,50 wOcr} cwn%T2ww< PO M a¢zvFZWui 0 0) L0 �a co LuZnQ>mwi=- M F0WroZ�40C6 v = 1 f 1 z �C r Nw=©WM(!) -F-� zF-0 cn©0u- c— g�4i z�� w=o�¢0P1I_? ?� o�Z�mw C&orz0NXQ co CO W zz a.m-Z VJ {j C3c3acacnoOa4a � � _j - C!� ww>->610- wx= Z �wzw�c�wt-cno e� (i� fJD N "'�=oOF- � W .�; to © ¢�w,�2o¢ 06 Z 4) G7 a zn90nLqoz> ¢wP<w uouoa c N zow�wow�¢¢ � W N ��-' O�O��vOzuo �-�- N w 8 z h- w z z ''- ti3 w_ <ro �/ o W. i,..,vcncnv m z GS z w w ZUW 0 0 ca"i3wc�QaVcw.>z`ng. � �-- ,rr w ow- o�°W_�wzuj©m w it 0 2 Z} Q mcwnvr��ZZirw Qw0UJz_j10>m v ==tea=0odwz= 1_ 1- 8 a. F- 5 a w < m w a= a uj w iY w w = WWW w Qco It 0 t,t. a. a v� o a- , Q w Q _> 0 � v o mod- Ova U S/038 �c PROPOSED BLOCK WALL (H.O.A. MAINTAINED) vi TT 7376 FINISHED PAD 4::f � u� v� vi IBM Lu o = � �vi cy) Q w ti U C) < FMM 0, 0 � _c F- N N 0 W W _ V) i z 0 i V) I Q N 63 i M c C) F_ z w 4- DATE 6/22/2021 PA JOB No. 3192C vi SHEET 0 Q E U COB RECORDS No. '' OF 15 SHEETS CON,SIEQC_11QN., N011S E1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST--1. INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) 0 CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST--6. WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. ❑ CONSTRUCT TYPE "A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.O.B. STD. DWG. ST-7 Qi 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. [5Q CONSTRUCT 12' WIDE CROSS --GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA ® EXISTING SURVEY MONUMENT -- PROTECT 4N PLACE. UNDER CROSS --GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") O SEWER MANHOLE -- --S- - - PROPOSED SEWER MAIN EE CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D--14. O SEWER CLEANOUT PROPOSED STORM DRAIN M CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. O STORM DRAIN MANHOLE -----XS----- EXISTING SEWER MAIN ❑8 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) -- STREET CENTERLINE -�` EXISTING STORM DRAIN 179-1 CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. ---- XW -- - EXISTING WATER MAIN 16 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) STREET RIGHT--OF--WAY OR PL EXISTING EDGE OF PAVEMENT Fl-11 SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. FL FLOWLINE STATION PHASE LINE NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY PL PROPERTY LINE ENGINEER IF THERE ARE ANY DISCREPANCIES. BW BACK OF SIDEWALK ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STREET SIGN NQES + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. --V- PROPOSED SIGN LOCATION [� EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. �] INSTALL NEW 2 SIGNS 1 POST STREET SIGN CODES .tee��ar�s.e.. sesrea..r® a� W2-6 - CIRCULAR INTERSECTION a R26(CA) N NO PARKING ANYTIME W16-17P N ROUNDABOUT NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDIAN NOSE YELLOW (SEE SHEET 3 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) r. 00 00 00 �, 00 00 mot- -o �`,, GRAHAM COURT `� `� `� `� `` / ' \ '' .- --. / \ / we.. r✓r ®_ aaea. ree. _o• .eee. er_ .err r.a. ..ea. atrer asa.w ar,Ma _r se_ .msr �. .aces ate .rr. arar ar_ _1r .r_ asn♦n. can_ ewr unnse .r_ ..sm oatr .e_ .ter. a.ar. mr� a.e_ carer s_r aa_ .r_ .r_ nrrr ur_ ee_ ae� ._.a ae.� .sea �+_ �� ssit.u. aa_ awr. sore. er_ aso�. sear .r_ �► SEE SHEET 6 01) «i� so 1 Cn 2 0)3 C3 4 x< S u- 7/ -1 \ UQ I L/S 41 I i ,/ ,,/ \�� _ E PHASE 3 WIN__,�.,__ PHASE 3 ,plp I �� //i �� 1 PHASE 1 L s L s �`` o PL L 5 f / / L/S \ i B PHASE 1 L/S B / /i �-- - �., if _i 6 C2 11 CZ _ _ _ f i 18+11.23 (11.00 LT) y ; L L/S BC 11 RAD. L/S u 11 f� l� 19+57.29 20+00.00 11- - 15 16 17 11 18 -U19 r10 -- _� Q 7+87.23 11.00 LT TC=349.73 -tt--- tt w �� `�-i ' ( ) 18+68.50 (4.00 LT} 18+89.44 (5.25 LT ®_ ' '� > � � ( � ` _ � _... _..._. _... T ____ _.� il-- _.... � _ .� _... V � � �� 1 EC 11 RAD. AC = 348.90 18+ 46.23 4.00 LT 1 ANGLE PT. ) 14+75.94 N00 39 03 E 1- 1 11 �--=_.... J i� j T 11 f 17+14.94 (4.00 LT) 17+52.23 (4.00 LT) TC=350.13 ( ) BC 108' RAD. 1 .errar.ae. 4Q N 1p 11 o W2-6 © °- d EX MEDIAN (TYP) % w I EC 4 RAD. o EC 4 RAD. EC 4 RAD. o TC=349.4� (TC=349.48) 1 c, 6 t, AC=349.30 TC=349.43 �" AC=348.58 11 `�' 10 it W16--17P `�' 11 / Q TC=349.88 TC=349.70 I (AC=348.65 r I CZ {� C2 -- 1 �--� >- AC=349.05 AC=348.87 AC=348.60 1 _( CH EX. ! 1 � tt - I 1 u C3 f `� SEE DETAIL. '� �� / ,,��o�� ` _ `-' _ ca 7 c4 N 7 _ - c4 7 _ _ _ ! _ _ _ 1 _seer ... _ ..i.t.e...... _ / � J \ --- ___ 00 - ... N .._ .... ..�p'J J.2 PL L%S a L/S $ / �� - ,/ i NY c� _ c5 NY I I `'"•' � 2 \ l / / /� 17+14.94 (4.00 RT) 17+52.23 (4.00 RT NY NY ! 60 M j / / EC 4' RAD. EC 4' RAD. 1 18+46.23 (4.00 RT) 18+68.50 (4.00 RT 18+89.44 (5.25 RT)� \ / 17+87.23 11.00 RT ) BC 108' RAD. 30 0 �/ � � TC=349.88 � TC=349.70 ( ) EC 4 RAD. o \ %`°. cv c� ANGLE PT. 5' T 18 4' 5' 11' 0 \ �� f / AC=349.05 AC=348.87 EC 11 RAD. T(=349.43 39 N �\ _ /� f f 1 TC=350.13 18-t-11.23 (11.00 RT) AC=348.60 1 TC=349.41 (TC=349.48} E cn m m m r- d- / AC=349.30 BC 11 RAD. + + �` O / � I AC=348.58 (MATCHEX)1116 o _00fQ TC=349.73 LS -- t 1 1 2 + 3 h 4 5 _ � AC=348.90 / ' %` 11 ifN tom- 1P- Z Fes- CL FP- CL if if x [ 2 �o_� I o _ ...�.. _ _ .____.. _ _ _._. _ _ aae_.w. _ _ r_________ _ _ ..... _ _ f i ry _ U a . © I I I II I 1 ► L/S L/S L/S ov "�� `"� ov ow 0 oZ cvz c� ' .. �W 4m N°- NS W �"o 44 �W MUIRLANDS (y$ NCf) rod" nr, NN cq$ NLn N'd' ii �...ip� �..�� a✓� �..y„C) �•✓1t� .,...�j � ....�M .,...r, to � d- C) 0) cn r~ N re r,*00 to _ O co � co w PARKWAY L/S N CO 4- 00 to 00 v-; 00 co 00 (SEE SHEET 15) �- %_ se....r...re ..e.e +ae. are s.a..r are. .♦re. ..an. �eea. ss �_ aeas. sets ..r. w.rr aces .� ar.. �� an_ .♦r. ate aa_ .♦rr sees � .+a> sr.r ato as.a _e ®..s.e. _� acre a_. aer a® •e.r or. a..� +ss .� r_► .®. .as_ .n..r ere. aa_ ss.e.. e.ta. aiee.. _r .coos sea. .� aa_ ._s ererr.► krmlvA I r. 0 1 mtWLANDSCAPE MEDIAN DETAIL �z 4 SCALE 1 "= 20' 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 TI=4.5 R=38 39.27' 50.00' ON CURVE -i VERTfCAL CURVE mto 11m(0 Uw FLoto 11Ud- 11Uo0 Ilvn11w�%�r©00 111~cr-11V) cq m Cn = UW to m ca �t-d- H w r7 N �- F- h- Z •-- ci co 06 Cn 0000 _, 00 _, ai _ ©- CO J N ao _t oo r� _, w C6 J w 00 ,n .a to rn d- r� d-d- d- �r "��" r~ d- to o- mot• " w mot- d. M CO Ch �''� r,� PO 4 M n O m n ,._ n M e-- ,� � Q M O tJ M r�7 G7 U M�� Cp N 11 11 p PO r7N CD p� 1# 1# pZ N�''! i d `` 0) r+,, » d- N r� N n 4^ + d U ti U rY `Z vi CJ .J 52 .................. (0 a�U �� C14 PO ~ �00 �� - M Q. •M Nit}. °'. � EX/ST/NG GROUND I�'R PROF SIT -' 'ate- r+ '��. -.., ©j o � z 0) r_ ; ; ; ; ; ; ; ; ; ; ; ; ; 52 dO LE C'ENTERL/NE �,. i r- �.,, , L ,� 00 .- .d- r. N dp' °°o 00 c~0 0+0 00 W f.. 00 00 o0 00 -- . . ; . . . ; . . . ; . ; . ; . . . ; . ; . ,_ . . ; d,... . ; . . . ; . ; .-..a R... . . �. . T.� . t.... . . . . . . . . . . . . . . . . . . . . . . 4 � li � o 350 . ....... �'`.�.. ... . 0 ......................................... ...... ... ... ... ... ....................................................... DESIGN FLOWLINE PROFILE 348.................................................................�:0:2. •-0.25% ~0' +0:23% 348 N 15+00 1 G+00 17+00 18+00 1 +00 20+00 21 +00(10 N 0 ai 4: 0 a. n h co 0 N C5? c n CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 25.00' 39.27' 90'00'00" 25.00' C2 36.00' 24.95' 39042'54" 13.00' C3 42.00' 58.23' 1 79'25'49" 34.89' C4 4.00' 12.57' 180000,00" 1--- 05 11. 00' 34.56' 180*00'00" 1---• �ss�e�■ o��o wove �az wow¢ rwnm�viwwd�w O='mu>-- a }�"LiEr02 ;caviv UO Ww� wQ 0, �_Twl2wmgF zF_0,-"Z5o ©-- wd.O0G0wg(nw g w n4ZCWLix_!Rrf-i,__© i&po M�00¢°>°cw,> v6wWwowcj)C6caz0 Ir 09QC0-con- 0---t0 'S --i wM -- owzw0cvc�z►�-fl ¢ 0t-w w h O 2 m Q 0 0� ©LL o§Q;�W®2na o zC��ccoLLIC>z> owgw�j=-oo Za p w ! wT86o =oozz v�v+�'�'�v"�ow > v � c°nw�=z¢wZo� ¢OA-Qk=- 0c/J Z� -+QF-- z0TQ 66t=¢` R@ auOwww�w4m >y_uy�z5585Vy..._ w020=zz%LLj wwv©wZcn�- c� NHOQ=0ddQwQ= 39.27' ON CURVE_ 1 50.00' VERTICAL CURVE t� to 11 m c0 U r7 .-.0 to U CO �+ co E: pto 11 U lo- 11 0 00 <i .�-�� n pm N 11 U r7 11 U r- 11 N rem .--puj Cpp 1.000 11 k-.. r` !1 � .-. cO 00 _Q_ CJ_PE..._ _N m C> W 6 to to m 06 d' m 0000 00 � 0- 06 M d-d- *4- 1* � 0- 00 m N 00cr 1* d- m � r` rY W � tf W 00 4- mot-d- � r7 �rn 4 Cn th PO U w M 14 if if m � Ki v M c' r7 PO rob 0 � O Z N j ... © ,It a; + UU � p 'zt r ��' N ©_.! �+ N 0o N .1#J N to N 352 . r co _a ¢ r,, �o? .� c," °' ;.1., rn �" M 00 ...,._ ...�. ? �-' `"' °° `_' X2..��, ., z ccr 352 Cis --t ,� EX/ST/NG G{�'OUN P F D RO /L£ A T GENTERL/NE J M �.,�, J N __.! O LL. � cp �, �, ai oo Cf)'a f`_ N m ; ; ; ; ; r� + 00 Z ; ; ; ; N 350::............................... ........................ .... ... ... .......... .. : '°.,.-•..`.,, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN FL0KINE PROFkE 348: :.......... : : : : : : : : : : : : -o:25q . ..0.25� . . . "�" : : : : : : : : : : :348 --0.25%' 15+00 15+00 17+00 1+00 19+00 20+00 21 +00 EAST FLOWLINE PROFILE U _ z 0 �.." M LO m 0 0 Wz��- -- = N Q > v (10 0 X 06 N� 0 w z m N ,mot W 0) Z 0)q z `' M uj� 0 (0 o 0 C 4 0 uj LL I- .CC 0 w w = J m 0 W W w > ® w o w p. u_ aa. 0 a ER o o W 038 GQ z w DATE 6/22/2021 PA JOB No. 3192C to SHEET v 0 i v 0) r7 COB RECORDS No. C>F 15 SHEETS M CONSTRUCT TYPE "B" 6" CURB 8x GUTTER PER C.O.B. STD. DWG. ST-1. INSTALL MDLOPMANE "QRANV1LLE" PREMIER LED LUNAR / F�l CONSTRUCT �� WIDE STANDARD DETACHED SIDEWALK PER STD. DYN� ST—�. WITH 12 FT.MAW|LTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY =� ENGINEER. F�l 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. 3T-22. (SEE DETAILS ON SHEET� FOR DRIVEWAY AND D|��N8�0N DETAILS) l INSTALL STREET NAME SIGN PER CITY STANDARDS. M CONSTRUCT RAMP PER C.O.B.STD. DV�� T-1O. -- F�| CONSTRUCT 1�' WIDE CROSS —GUTTER PER C.O.B.STD. DWG. ST-8 (CONTRACTOR SHALL COMPACT AREA 0 EXISTING SURVEY MONUMENT — PROTECT IN PLACE ' -- " 'yK ") UNDER CROSS -GUTTERS AND A MINIMUM OF 1 E|THER 8|DE TO @��AX. DENDENSITY,�TO A OEPTH OF 1�/ ---- ---- SEWER MANHOLE S PROPOSED SEWER MAIN F�l CONSTRUCT TYPE 'A` CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. SEWER CLEANOUT ' PROPOSED STORM DRAIN M CONSTRUCT TYPE "W" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. STORM DRAIN MANHOLE ----X3----- EXISTING SEWER MAIN [-8-l �u 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS. CONDITIONS h RESTRICTIONS /CC&R^S\ STREET CENTERLINE -—--- EXISTING STORM DRAIN Ffl CONSTRUCT 5'WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. ----XM----- EXISTING WATER MAIN UM INSTALL TWO /2\ 4" SCH, 40 PVC CONDUITS FOR FUTURE LANDSCAPING /30" MIN. COVER) STREET RIGHT—OF—WAY OR PL --`11-- EXISTING EDGE OF PAVEMENT ul SAWCUT 2` TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. FL FLOW -NE STATION ==~ °��~ ow~"" PHASE LINE " NOTE "A": VERIFY EXISTING LDCAT10N AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY PL PROPERTY LINE ENGINEER IF THERE ARE ANY DISCREPANCIES. BVV BACK OF SIDEWALK ADJUST ALL EXISTING MANHOLES, CLEANOUTS' VALVE COVERS, MONUMENT ENCASEMENTS, ETC. L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. oF"HASE 3 (MrSKI VATE STREET) - CONSTRUCT MIN. 0.20A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER M|N, 1,00' NAT. GIRD, COMPACTED TO 95% MAX. DENSITY Tl=4.5 R=38 » » co to to to Z0w .................................................................................... ...m I .352 0- 25D��_�� ' //cwKmE PROFILE' ' . . . . . ' ' ' �+��ux,. ' ' ' ' ' ' '. ' ' ' ' ' . . . . . . . . . . . . '. ' ' ' ' ' ' ' ' ' '. ' ' ' ' ' ' ' '. ' ' ' ' ' ' ' . . . . . . . . . . . . . . . . . . . . ~�m�� ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' � �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.35% ' ... ' ' ' ' ' ' ' ' ' ' . . . .' '. . . .' . .' . .'. . . .' . . .'. . . .' . . . . . . .' ' ' ' . ... . . ... . . . . . . .' . . .' ' ' '. . . .'. . . . . . . . . . . . . . . ... . . . �� ~�—�«� . . . ... . . ... . . . . . . ��L�\ . ... . . ... . . ... . . ... . . . ��—r�, �� "^� " x�� NORTH FLOWLINE PROFILE z ON CURVE �� .�� . ,.. . . ... ' . ... . ' '.. . . .. ' . . ... . . .352 . . . . . . . . .to. . . . . . . � . . . ��^___�____� �� . . . �� : . . . . . '. . . . . . . . . .'. . . .'. ^ . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . .' /Z0��<� /��7�l�� .'. . . . . . . . ' . . . . . . . . . . . . . . . . . . . . ' . . . . .' . . . . . . � �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � p�-�� . . . ' f�~�o� . .'. . . . . . . . . . . . . . . . . . . '. . . . ' . . . ' ' . . .. . . . . . . . . . .' . . . .. ' ' . . .. . .'. . . .' . . ' . . . . .' . . .'. . . .'. . . . . . . .' . . . . . . .. '' ' ' ' . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' � . . . . . . . . . . . . . . fZ0 WL INEPROFIL E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� ~° " ~�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . ^�_�^� 10+00 11+00 1 2+00 1 3+00 1 4+00 1 5+00 16+00 CURVE TABLE CURVE RADIUS LENGTH DELTA JANGENT. wm2T b H@0�- 2 w 2: i = < w c'? co C\l uzaw�- 0 mu- i Wwd0wLjz(-) J) CD CD w ix 41 DATE 6/22/2021 PA JOB No. 3192C a) SHEET OF 15 SHEETS COB RECORDS No. CONSIRUC110N N M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. _c> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) M CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6. WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT TYPE "A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.O.B. STD. DWG. ST-7 Ui 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. M CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. E5] CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA 0 EXISTING SURVEY MONUMENT -PROTECT IN PLACE. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12-) (D SEWER MANHOLE —S- PROPOSED SEWER MAIN Ej] CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. a SEWER CLEANOUT PROPOSED STORM DRAIN [71 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. a STORM DRAIN MANHOLE ----XS----- EXISTING SEWER MAIN 91 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R-S) STREET CENTERLINE EXISTING STORM DRAIN F_9FI CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. ---- XW----- EXISTING WATER MAIN 111-051 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) STREET RIGHT-OF-WAY OR PL -- — --dl— EXISTING EDGE OF PAVEMENT " F1_1TI SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. FL FLOWLINE STATION comwomm 08mmememp ,1_,.. PHASE LINE NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY PL PROPERTY LINE ENGINEER IF THERE ARE ANY DISCREPANCIES. Bw BACK OF SIDEWALK ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. z 0) CN 0) -4 G_ 352'. 350.. -0.327o�� R IF, Oro --o-t Jrl u- U- r_z c1q Z ou.j xa- + 0 za. . . . . . . . . . . . . . co .. ................. U- .................... ................... +0.36% ................. 10+00 a W_ m WWI m m m ft m w N GRAHAM COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY T1=4.5 R=38 —STREET, 51—GN NQIE.5 + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. PROPOSED SIGN LOCATION EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. INSTALL NEW 2 SIGNS 1 POST STREET SIGN CODE C&) W2-6 - CIRCULAR INTERSECTION CE) R26(CA) N NO PARKING ANYTIME CD W16-17P N ROUNDABOUT NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED, BY (CA). (CA) INDICATES CALIFORNIA CODES. NYj PAINT MEDIAN NOSE YELLOW (SEE SHEET 3 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) PHASE 3 PHASE 1 1 m. 50' VERT. CURVE.. 0 W If >_ CP p 000 39.27' 1 39.27' _N_ 771 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2' m k_! CN w 117 cq 1 39.27 1 39.27 7_0N CURVE ON CURVE 7 n LO m a- to U-) I -ON - CURVE ON CUR 11 cr_ to w to w co 11 m co LLj "') a) 14- 0 LAJ 0) 0 ,) c� �2 a) 11 x (AD cr_ co x to x r m 0 C5 LAJ to 0 M LO P0 Cj LLJ :z V-: 00 + 06 < C-4 Cj V_ m to U-) + Po- -j LAJ C� PO c� 04 m LAJ 0 0 c� W 00 0 1: m 00 LLJ -44- —1 Z 0 ro tc) n _j LO PO n 0 r1l) to K) -ea. pe) to _j U-) 0 n a) 0) L0 n L0 n L0 V) a ri tc) pe) C� P6 0 z to 110 —LLJ 0 _j F- C� 0-) _j c� z 00 < o z c> 4 cV < r, C� 0i -'t * It L0 + + LL_ w . LA_ c� (0 C) 4 0i C� + n rri 0) to * V) �4_ ul pe) _j Pe) u- V) _j -- L_ 0 d Lo Zt n L0 n to _j _j LtdL0 0 oo re) + 0 't CO rl- Itt to r- 00 + v- + v- + + T_ 0*) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - --- U- . . . . . . . . . - _�) . . U- I-- ;Z_ . . . . . . . . . . . Lr) . V_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LA_ ul 0 :4............................................................... ........... 1 ..................................................... ............ 352 +0:36% 0 0 jl n V) V) — n Z 0) Ic" d" 0 CL CL 04 ro CD r Oq cy) + c1q M 00 + m p= + _j U z r . . . .0 . . . . . . . . . . . . . . I . . . 0) U- U- . 4 LO 352* ... * ...... ........................... 350 ... ....................... i' 0:35% + ........................... +0.32% 10+00 .4 A _u. 9 ....................... EXISTING GROUND ILIROf _/L f -A T CEN TER� INE7� . . . . .. . .. . . . .. . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . -7 .. . . . . . . . . . . . . . . . . . . . . . �7- E GN FL 0 K INE PROFILE oull DESIGN . . . . . . . . . . . . . . . . . . . . . . -0.58% --------- �350 FLOWLINE PROFILE' -0.587, DESIGN FLOKIIVF PROF/LE ................................... 11+00 ............................................................................................................................. 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PHASE 3,PHASE 1- NORTH FLOWLINE PROFILE - I 50' VERT CURVE 39.27' 39.27 I ON CURV�_ I ON CUR W 8) M calF— Jw)- if - if �m if w to n F- 0 U-J c'!pQ_ C)PO 0 I— Ix (.0 a* to 000 000 11 x r- 11 ►_ -t 11 t_ m P0 -O:PQ- 4- PD_ 0 z to LO OM wm C'i CL re W m C4 n to _j LO W Lq LO Of 0) 0) pe) 0 n c� �Lo '0 U-i m ul pe) to W cr_ r, LO W 0:: _j LO . t _0 -0(0 0 to 0 00 cunj 01) - 00 00 00_ u") V) < Oz< q 4 r- 0 LO < < M + K) + 00 C'I 04 + cq C14 c6 -Lo 0') _j U- 0) _j n "i n 4 ro LL_ to to 0; ro,_: _j n to d C) 6 C6 00 vi + ro + po u- + + to -4- co r- u- + + LO Q0 LO r- LO + 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-4- + + + . . . . . . 10- _J ",I% _j 1.0 . . . . . . . . . . + + + . . 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I .......................................................................................................................................... 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 25-00' 39.27' 90"00'00' 25.00 C2 42.00' 201.08' 274*18'46" C3 33.00 0 1 27.16' 1 47*09'23 " 1 14.40' d LL Luj 0 0 t a c. C-) 0 uj uwim2"u) w co i 'w Ui r1i it _j F_ OZ =) L R¢ z op-- 'z & Lzj c2 LL 0 C6 z a ffi w00 UJ C w=cjE 0 w r x wo wo 211 F- U,) 52 OW um wo-00— o : 0,, W F- < I- Fo- Z z x 0 u- cc> u0i gi LI,, L, Ly- Z Z 0 CL 0_ z om . S 0 g 0 0 oz ww10Fn -TwmT uj w >- jU> F- 0 0 uzi awz X < a 0 OZ 20 um L'L FX- WW E W a 0 §E _j 0?-6@gwww '02* w p (10) Es 0 QW- c60m8ffi@twg2<m �Qo z 0 w Z w L>Lj u < ft wo- 6 Mz tr_ WO 0 2 2 2 w U(j .) < g u, tz- 6 2 2 2 j �zQ vs zWCE oTo a i- < C6 _j Lu Lu 0 U) 0 0 ww F-x> LWL 0wtocew>,<uw-zom X <owwwwmps >: Lam �U_- z V5 c' 9 55 < 0 CO cn 0 Z Z X W ca LLJ 0 0 !� ca UJ Z 0 < w w 0 a- Lu Uj 0 3 w z co >- CO X = 0 i I— I— C3 CL 1— 0 0 0: 2 a. U- w w0 CL Z _j 0 im z w Z I m W c/) > W7 w U. w rx w U- 2 a. o 0 H w 0) z 0 w DATE 6/22/2021 V) PA JOB No. 3192C vi SHEET E 0 E 0) COB RECORDS No. OF 15 SHEETS CONSTRUCTION NOTES CONSTRUCTION rrrri r�r 0 rr�r�rri . rr r r � r ❑1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST--1. M CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6. M CONSTRUCT TYPE "A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.O.B. STD. DWG. ST--7 (SEE DETAILS ON SHEET 2 FOR DRIVEWAY LOCATION AND DIMENSION DETAILS) CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS --GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D--14. [7Q CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST--2. ® 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS CONDITIONS & RESTRICTIONS CC&R'S) INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED--4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. UQ CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O SEWER MANHOLE — --S- — - PROPOSED SEWER MAIN O SEWER CLEANOUT PROPOSED STORM DRAIN © STORM DRAIN MANHOLE --- --XS ---- EXISTING SEWER MAIN ( _ ==== === = EXISTING STORM DRAIN 170 CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST--5. STREET CENTERLINE r_ _ STREET RIGHT-OF-WAY WAY OR PL ___--XW ---- EXISTING WATER MAIN 10 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) EXISTING EDGE OF PAVEMENT Fl-11 SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. FL FLOWLINE STATION �..,. �,. ,..,.,, PHASE LINE NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY Pt. PROPERTY LINE ENGINEER IF THERE ARE ANY DISCREPANCIES. BW BACK OF SIDEWALK ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 11 w 0 J Ln O ui d=to 00 r7 ." to u l 00 vl- �L C. O< 00 �r pe) r nv C N l� STREET SIGN e N0115 + INSTALL STREET NAME SIGN PER G.O.B. STD. DWG. T-1. --z1-- PROPOSED SIGN LOCATION EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. ® INSTALL NEW 2 SIGNS 1 POST 5TREET 5IGN Q W2-6 N CIRCULAR INTERSECTION R26(CA) N NO PARKING ANYTIME W16-17P N ROUNDABOUT NOTE. SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. FN__YI PAINT MEDIAN NOSE YELLOW (SEE SHEET 3 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) PHASE 1 (PRIVATE STREET) GRAHAM COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI--4.5 R=38 w• -N- 0 20 40 80 HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' ...1 39.27° 39.27 1 39.27' 39.27' 58.12' ON CURVE —I ON CUR I ON CUR E I ON CURVC I I� ON CURVE { w 11 w H m co cr r` W co }� m co 11 w �` P W ," 7 11 w CTi }^m 0) tr r' W r-x t#- m r• !1 w d' H W O �� H co 11 r-- N r. m 11 c� 00 r'~- Q. 00 Q. C7y d• C.9 }^m r; w W co ..i t7? CS? 0i ,, to J M o0 mot• 00 d. 06 J * 00 J o6 _ r 00 N -i d. L� d C0 (0 O ©� O� "7 O� ®Z OZ Q d'LO d•cV d'n N_O ro ¢ O� 06< N M co 352. co °' �+ v`�r _N`L "`o ..,"' � `..,� c� ``- O -- M , i EX6TING •GROUND PROFILE A T •CENTERLINE • � r`' ' . __.1 � N M.Q; � �... K .�! . �-- . to LO Cif _ t7 O N• tV M •N - -- O• 00 .� N . . . . . CNy .N. U-1 . N.-!. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 ' . -o:5a% . _. 0.58q +Q� . q .�.�.�7�0_.-- ........................................ ..... —� 350 _ �-----.� .25 `0. 84%a .}.3570 0.49% &, +0• 9% 7" DES/GN FLO6YLIIVE PROFILE vFm-0) �- ai � � v� DESIGN FLIW IAIE PROF/LE 348 :...:...:...:...:. m... °-.,� .. �''-."'..: W "'.:...:...:...:...:...:...:...:...:...:...:...:...: , .. � .. .................................................................... .. � ..:.. ..........348 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 74.00' CROSS —GUTTER NORTH FLOWLINE PROFILE 9 ON CURE 1 i ON3 6URVE 1 W Z tom ►o 0 to M G� 11i--(0 r-.p. 11r--M 00 pa_ 11m0 co po m m'"" 00 0 W x4" � 0 m 11w0 � —0 W itr- -LO OR Pa. 11t--0 Od PQ. cn 11C)mU`� 'm 0 0� �" Ud- !�- .J _ to LO + to G4 Nl N � W � W 00 � 01 M dam' M � X M r`` Lo CC W 00 rY W M „ �, 00 of }�. el' t0 U� M M N M Q %_ T_ 0i * a Q 00 O Q cV ©0 � N M 000i N 0 O <C CV CO3 Q o6 Qco c0 00 + OM d• tri `� r to c0 L0 352. _ `'- � ` to G?� ` `�"+ N : ,N '( to "to M -- ►� `"'N + M t!") o 352 oEXISTING ' GROUfl 'PROFILE ,4T' CE1V TERL•1NE' in "i ` . .M.4 M N �' M . rn w M . m) 6 � � . . . . . . . . . . . . . . . . . . . . . . r•, _3 i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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DESIGN FLOWLINE PROFILE' : : : : --0.25% 348. .............. ....... ....................................................................................................................348 18+ 00 19+ 00 20+ 00 21 + 00 22+ 00 23 00 4+ 00 25+ 00 26+ 00 SOUTH FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 25.00' 39.27' 90'00'00" 25.00' C2 55.00' 86.39' 90'00'00" 55.00' C3 37.00' 58.12' 90°00'00" 37.00' C4 37.00' 12.86' 19*55'11" 6.50' C5 80.00' 181.29' 129r50'22" 170.93' © U. c�cwa:i30 uw0u, P00a.w wow¢ uwim�•+rnwu,aQ�o 4L�.at-O��ht�c Z0'-Z tasJiQZF-Z�Lyf'O ww=�?�-�55z�zm Muj zw LL uj 1 0uj Lmu c`a'`cnc�oo %~<� w 0z�©- z ` -' 83 <z Lou zzQn.,o zo�2 ww> >0i?�=cn� pwzw�22wzF-cn0 d FU— C osdo¢ r� zr�gLLunw0z> zOwwtu�+-c�ozd 0 ZaW�IOu>,OC�f< d O8r=_-zw<p� 5 aw>80wwpwu- lw<w <cO•?`0'w'zoo pw>ouL..WUsw u. dLuUj L�?t1JwT�ZQ�O® Zp=tJtntJ„!S �=Fw- ?yZF--Z>L1"ar4t- C�1%F�>'Zw9wzWW wm¢co©�> mmcnuz�Z woLLJ�dm Uwj31Z(1)>ci ul F-- I—cla. _00aw a W 0 N N N CO 0 0 n c v CL 0 N M cn c- n a� v 0 L o.. E 0 3W7 (0 COB RECORDS No. d r� Z ...... ,iti w Z L T. F_ >- �� tv >ui U ci v- - (0 wu �- U) )d aC m N W to 06 W �o CNJ 1W W oCO o 0 rt" M ui o i.L N W U- n= w w = 0- Z m ?� w w w � LL w IY_ U- a o a 0) z 0 W Q: DATE 6/22/2021 PA JOB No. 3192C SHEET 7 OF 15 SHEETS C0NSLRUQ11QN NOIES Efl CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. <> INSTALL HOLOPHANE "GRANVILLE" PREMIER LEDLUNAR(5 LED-4K 6OW ARRAY) Ej] CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6. WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. M CONSTRUCT TYPE "A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.O.B. STD. DWG. ST-7 Ui 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. 91 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. 000NSTRUCT 12' WIDE CROSS-PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA 0 EXISTING SURVEY MONUMENT -PROTECT IN PLACE.GUTTER UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") SEWER MANHOLE -S- PROPOSED SEWER MAIN F-fl CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. SEWER CLEANOUT PROPOSED STORM DRAIN CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. Q STORM DRAIN MANHOLE ---- XS----- EXISTING SEWER MAIN F-C 4' ODE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) STREET CENTERLINE EXISTING STORM DRAIN M9 CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. ---- XW----- EXISTING WATER MAIN F1-61 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) STREET RIGHT-OF-WAY OR PL EXISTING EDGE OF PAVEMENT 1-11 SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. 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U-1O U- U- lea-N- HRIVATES"TREET) a_ PHASiES 2 3 (O"w" ML NM A0 20 40 80 CONSTRUCT MIN. 0.20' A.C. PAVING OVER HORIZONTAL: 1"=40' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. VERTICAL: 1"=2' COMPACTED TO 95% MAX. DENSITY T1=4.5 R=38 0 3 PHASE 2- 39.27 39.27' 0 0 0 a- ON CURVE ON CUR Q_ ll C-4 r- 0 M 110 Eq Q_ w 00 w v_cr_ r_ 11 w 0 It n 11 110 M 0 r- 11 Q_ z in Z* cr_ CD -,w 3: w 00 Z -r Pa- LO U�,uf 4 c� p -4: Pa- �4:PCL 'q- a_ Im- % I C) M uj v- M r- Lo Q_ 0) Lo M Lo U-) U-) 0) u) _j _j W v- __j U-1 LO _j W) V) to -j _j _j uj F) _j 00 r�, 00 cq M _j LO _j n o LO _j 0. V) co n to n to to r- .t to C> 04 0 uj * F, c) C) v II 00 046 0 C-5 tn 0 CD of a 0 LO r-: V_ ©O C> 04 _j r< U-) U-) U-) ow 0 z 0 z 0 0 z 0 z < 0 0 LO 01) to LO U- PO 00 + ro n 06 < c� < CV 0'0 x cli 0 cV < 06 < o6 + C14 + n + v- 0 %- T- + + v- , v- CL + %-IL0 S, + 00 z 0 Lu 0 tW) 0 CL r- 354. z ca . . . . . . . . . . . . . . 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LL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _j, u_ L U- U- U- _40 352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 352 -0-25% 5% .-0.257.. +0. 5% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t U. 57* . . . . . . . . . . . R 'INI . . . . . . . . . . . . . . . .j 0. . . . . . . . . . . FL 0 WL INE PROF/LE . . . . . . . . . . . . . . . . . . . . . I - t- U. EX/STING OR 0 Ul VD PR OFI� f , 4 T VENTER 1,L Or, "Aro. -0.32 111,11 --_ - - -_ - - - - :- - DESIGN FLO K INE PROFILE + :36% +0.35 350* . . . . . . . . . . . . . . . . . . -_ -L- - - - .z_ -_� - - � - � - - - . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10+-0-0-- 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 NORTH FLOWLINE PROFILE 3 PHASE 2- 0 0 -.,,PHASE 0 0 a. Q_ 11 U) cq to z 0 w M 11 0 0 PW m 0 11 >_ 0- M to to 11 0 pm m 0 0 w r- 00 U) D_ x: 0) C5 LO 0 Q_ a- rn to cc 0) (0 M 'b 0 r- Of M 1_: 00 re) r-. Q_ r__ I_: LO PO 00 0 N cs _j < 00 r_: 0 C) -.4- LO LO 0 to 0 ui a (n LO cl CD C:) LO 0; 6 ff) c� to + 0 P + c6 + 06 x 06 + to + + OD to 354. 1 z 0 V_ r- V_ . . . . . . . . . 0) _j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .354 U- ri Ili T- LO .U- , N 0 - U- ..... ................... © V . ............. + + ...........,04- ....................... n + LO ................................ + r�, % .......................... ...... _j 352 ......... ....... .. ...................................................................... ........ .......... . 352 +0. +0.3$% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .25%. . . . . . . . . . . . . E)(1ST11VG GROUND PR OFIL E CEIV -A -T - Tf RL INE-� . . . . . . . . . . . . . . . . . . . . . . . . . . . -Z . . . . . . . . . FLOKINf' PROR-L-E L.E. . . . . . . . . . . . . . . . . . . . . . +o % +0:36% DESIGN *FZ 0 Wt INE PROFILE 350 .......... I ..................... ............................................................................. .......................................... ..... 350 10+_00-- 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE CURVE TABLE RADIUS LENGTH DELTA TANGENT. -CURVE C1 25.00' 39.27' 90*00'00" 25.00' C2 42.00' 201408' 274"18'46" C3 33.00' 1 27.16' 1 47-0923 $3, 1 14.40' d U- a Lu 0 C/) uj �W 0�_ M a _j d 1— 0 COJ)- uzj Z w a Lu L U z< It Z w ca _L Lo, LLI Ce) 1.- 0 ci z E Uzi 0, 0z 0) L0 zo 0 w M (.0 > OZ c, z , t; cfj 6) ©oa�=zm zZLuLu rv5�w yj I 2 uxj Ix- 3: Z Cf) W wx:OL Lucno F_ CD C- , ir cn 2 w a: ui -iE M c) 0 ST2 123 QovcrzQ�-,��- (6 uw, Yw- Lcul OUJ .0< w C6 0 rn 213: L-uj W 0 Zo -, 0 a. C/) z Ile I— w > 0WE (.361--065 -wr im0 n ww C'4 C�Ti E< ou- W co wan es'-' W M() 06 Z (1) c) ucni L 4 2 20 >< a 0z cwl in w z C114 < ,c6 Cf) z 0 Lu w- z 0 0a-_ z 0 car- zz 20L= �X- 10L affi (03 z< < w WO 8 za 20 cor- CN (.0 U- F- v- v woz (0 r 0 Lij ix_- <z (w 0 UJ 2 2 w c) Z W 0 H z@>w8ffiawow! CN 55 2 0 0 ZOD z < LIJ LLJ &L cr. M UT iE CL -o c-ri w u>0i- 0 0 CL w tw6 :� Wo L>u 0 T =01 ffi za § z P- 0 (LJL) ©wpwwwswom <,ou,W_, dawz> mt� on W cf) - 0 ca 0 0 0 =5 z Z! LL z 0 c 0' LIZU cj Lu 0- w w w W CO = w 0- w U- 0 w w CL Z z w Z w 2 0 V) > uj w n LL w 0 < U- a. a 0) z 0 Lul>xj 4- DATE 6/22/2021 41 PA JOB No. 3192C c SHEET 0 E N 0) COB RECORDS No. OF 15 SHEETS CONSTRUCTION NOTES F-1-1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) M CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6. WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. M CONSTRUCT TYPE "A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.O.B. STD. DWG. ST-7 Q 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. 174-1 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. M CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA 0 EXISTING SURVEY MONUMENT -PROTECT IN PLACE. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") s SEWER MANHOLE —S- PROPOSED SEWER MAIN F_6FI CONSTRUCT TYPE *A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. 0 SEWER CLEANOUT PROPOSED STORM DRAIN M CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. O STORM DRAIN MANHOLE ----XS----- EXISTING SEWER MAIN a] 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) STREET CENTERLINE =1__=====1_-=,= EXISTING STORM DRAIN 179-F! CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. ---- XW----- EXISTING WATER MAIN 111-6-1 INSTALL TWO (2) 4" SCH. 40 PVC- CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) STREET RIGHT-OF-WAY OR PL EXISTING EDGE OF PAVEMENT 171-11 SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. FL FLOWLINE STATION PHASE LINE NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY PL PROPERTY LINE ENGINEER IF THERE ARE ANY DISCREPANCIES. Bw BACK OF SIDEWALK ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 42 Ef all _j , b0 0 C> r< C:) 0 r-: U- to 0 PETALUMA COURT+ (SEE SHEET 8) 11 11 11 - ILI- md m 1101mm ImImm mmlm� m CN V) CL 0 0 0 0 0 0 m 000 00 Ow + V_ + v-- CN '--'n %_�CL V-- 0 _j 0 C> 2 rl� U_ 6 - C> 14- Gto N GRAHAM COURT+ ++ (SEE SHEET 6) m -PL EKTYP)- L/S 11+40.00 "-�l 12 NO0*39'03"E L/S \-M \ . . . ................. PL C%J v- 44 UJ Q V)42 lip CL 0 zo11 F-:' Q:w CL 0 0 0_j -0 tr 0 0 0 LLj 0 0 LLJ m 0 C) 0 C) C) '* 0 0 + u� + n + 0 ,11 + v- u- + U- ,on 11�� 41 mmi m W 60'1 SIBEET SIGN NOTE + INSTALL STREET NAME SIGN PER c.b.B. STD. DWG. T-1. PROPOSED SIGN LOCATION EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. U INSTALL NEW 2 SIGNS 1 POST ,STD, EEI SIGN CODES (1) W2-6 - CIRCULAR INTERSECTION R26(CA) N NO PARKING ANYTIME W16-17P N ROUNDABOUT NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT PAINT MEDIAN NOSE YELLOW (SEE SHEET 3 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) m SEE DETAIL L/S - I 10 L s __�: �1�1 4- S L — -I— I b.00 I to uj co r n ov z 0 z Lj C) . < p cq T_ �tct 00 V_ - r41 -0 a r-: c r + 00) + n (7) C,4 n pe) Oi + n PC) _j v-- Ls- re) _j v-- L_ n _j v- U_ j 1 �-`PL & BW1 E M 00 0 ui KINNICK COURT (SEE SHEET 5) C> 0 LO U_ N - I I 60, + 30, 30 5' 1 18' I 18' 0 c� 21 0 PL J. C3 /@C> -(0)— S —15- S N00°39'03"E .00 C-0 I _r-1-1 I T U)t .............. TYP 2 4 2 1 C:) of� 3 00 0 M c6 Ltd co U-) + GO U- ru CL DWy CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 25.00' 39.27' 90*00'00" 25.00' C2 55.00' 86.39' 90*00'00" 55.00' C3 37.00' 58.12 90*00'00" 37.00' C4 37.00' 12.86' 19*55'11" 6.5-0' C5 80.00' 181-99' 1199*50'92" 170.93' HIGH WATER ELEVATION=351.6 VOLUME REQUIRED=548 C.F. VOLUME PROVIDED=590 C.F. # o SIDE SLOPES 2:1 MAX (U.N.O.) ` LIST OF ABBREVIATIONS (THIS DETAIL ONLY # (00 co CD FG = FINISHED GRADE FL FLOWLINE 1_: x Lo to LL NG = NATURAL GROUND EP = EDGE OF PAVEMENT U.N.O.= UNLESS NOTED OTHERWISE HWM= HIGH WATER MARK 15' y -x MAX = MAXIMUM 1 21 CONSTRUCTION NOTES (THIS DETAIL ON CD 1_� 51 CONSTRUCT 6' CHAIN -LINK FENCE PER C.O.B. STD. DWG. D-12. LO ro (NO SLATS OR CURBING) 2 n CF)-o-- 0)- L I 04 P- " PROPOSED EDGE OF PAVEMENT 5v :> 0 m INSTALL D50 8n RIP -RAP TEMPORARY FLOWAGE AND DRAINAGE EASEMENT TO THE CITY OF BAKERSFIELD TO BE DEDICATED PRIOR TO APPROVAL OF PLANS. 10 M INSTALL TEMPORARY TYPE 3 BARRICADE ON SKIDS NTH (3) OM-4 AND (1) W31 (CA) 15- x u") NOTE: SUMP SHALL BE PRIVATELY MAINTAINED 1000� rATEMPORARY PRIVATE SUMP A DETAIL �Iv SCALE 1 of =20' P H A` bm" " E E;` 1 :0 2" & P Rm"' I V A T E E3' T 0 0 Kw` E E T 0 20 40 80 HORIZONTAL: 1"=40' CONSTRUCT MIN. 0.20' A.C. PAVING OVER VERTICAL: 1 is, =2f MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. PHASE 2 PHASE 1 COMPACTED TO 95% MAX. DENSITY - TI=4.5 R=38 39.27' 50.00' PHASE 1 PHASE 3- 58.12' ON CURVE VERTICAL CURVE 39.27' 3927f ON CURVE x 00 11 x 11 on Lp po 04 x 04 0 *4- Pu > Oq a 00 to t- 00 >0 0 ON CUR_V_E_1 I ON CURVE—1 P0 n 00 m Uj MZOP . . dc3 U-j 11 X,(o x co cr. (0 x co 11 >_ n m w .z _j Uj LO _j cri C) C) to LO to P0 00 QOOO PO 00px 00 LO LO to an Cl* IOU-) n m 1_: ui C:) n n M r) c8:1 Ui C-4m C-4 '00 a 0 00 _j _jo , 0 r< c:, c, LO W) V) to m ul LO 1�e) n to 0 n-0 uj n LO , 0 n 4 1 + Zp 0 + V_ + 0 r< c� (n + + %__�o , v- I- < It- 0- ........... ow _j + 354 354 .............. co z:a U- - ............. Z� ....... .. ........................... _j ujr- `t . r_� U- U- 0"- 0 0 LO U_ pe) W N+{- O.J 0 _j 00 + + rei u- r< u- 0 c to n U- z m U- 352- ............................... .... .... ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 + 0 '0-25% �L57* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fL --0-25% fZ OKINt PROf ZZE STING GROUND PIFOFILZ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _N;�_R��Nf * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350- ....... * ' - - .14T. C,-L .350 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WEST FLOWLINE PROFILE 55.00, -PHASE 2 PHASE 1 CROSS GUTTER PHASE 1 PHASE 3.. 39.27' 50.00 39.27' 39.27' 1 I —ON CURVE VERTICAL CURVE I ON CURVE- I ON CURVr_1 x LO w c:) w 22 11"11 -* p n 6: Lon cq w 0� r- cr_ r- m: co n p A00 oo w pr) 0 14- > P:4k 00 f.0 r- 00 C) P0 00 0 1* 0 110- PO C�Pa_ 00PQ_ 00 't_� M V.: mzo m 1: wzm 1: ui t- U-) ir LO _j d C; c) 6 d uj x 'ww 1ww cr- -4- W) U-) U-) W) ul U-) to ul ul D n D to U) C: > ft, 0e) Lno 14* _j _j n n n n to cl, to n n n n r1e) n 17 n b a _0 _b '0 U-) 0 ui _j _j + u") 0 vi 5 r< 0 z 0 z 000 x x 4 p') 1-0 40 (0 4 < c6< c6 + FE FL EL 0;: CLL n 0 M c J Q- —%- 354 .... 0 .0 ... 0 ............ 0 .0-7 . . . . . . . . . . . . . 0 6 . . . . . . . . . . . . . . . . . . . . . . . . A- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 (D C� _j * I * ............ ci V-- U- Q U- c� j:� c� CN c� PO c_j C.� j< ti- m 0)+ 0)+ 00 % . n + I- " n to n 00- + + + + + + + v- +T-- + (n 0 0 P0 n rn 14- * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I.,. . . . . . . . . . . . . . V_ U-i . . . . . . . . . . . . . . . . . . . . . . . . It . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0Pz_ .. 352 ....m ......... +70. ............ ............-352 .......... -:-0. 5% , -0-25% . . . . . .—.0.62 . . . . . . . •. . . . . . . . . . . . . . . . . . . . . . 1 .257. .0.62&.0-25 7 ;____—D_Oa FtOWtINEPROFILE . . . . . . .DfS10 FL0*INE PMOFILE x15T1NGG?OUN0 OROFIZE 350 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .AT.CENTERL-INE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. 350 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EAST FLOWLINE PROFILE w U_ U- ; CL 0 0 0 can- uU I zj Z w q ac,;i ffilauzg6ww%=02 w U) z co cli <0 �2 t 8 z 0:� j,- zwww -X:2zm 0 g<w!�5zz,0--0w3: 0 0 w CO CLOU 0 azw5dmza�-o z ff 0 -1 E_ 3: 0 z >- ww C6 uwi Y- cw, ow C/)- 00i c<0 zm 00 z 0 z 0-%g6q8E 0 0 F0 3� d w t5 8wwz>-w>2&61__w0 m < a rX 0z zo uw- wQc cwn Lu - c, zo cw1 a , 0 12 z L 0 < wuj P =u: 00 w w z a ca- C.1) , L E 0 u, CUL LL 0' 0 wo z 0 Lu 108 z rw, fx_ w " 8 az vz) '0 Lu- 8 Lz X L, is �z 'w LL mw ?.' E z 0 8;Z;-c a w>,0- w Rw uu-- W2:w :) I �< 5-� w 0 a z d 18 Uzi 0 co 8 t E C6 0 co cW11 x 5 a = 2 Lw z I— = > < 0 5-_ . �> Z' LL- Z' p;;_ ffi w 10 LH 9 u0_ Wz > U) m ¢ 0>m-woE-5S22Rw w uj 0 z _5 0 rn W _J uj3 LLJ 0 0- L u �3 3 � cot) Ow -wr Zo ; a3l 1— 0 CL 1— 0 a w UL 0 ww Z z Z w w F- m L_Lj 0 w> L ww ry 0 U- w a. o (1) z Ei DATE 6/22/2021 41 PA JOB No. 319 4` SHEET E 0 E COB RECORDS No. OF 15 SHEETS CQN STRU C110N_ NQTES ❑1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. _c> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) M CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6. WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. F_3FI CONSTRUCT TYPE "A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.O.B. STD. DWG. ST-7 Ue 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. 0 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. Q CONSTRUCT 12' WIDE CROSS --GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA � EXISTING SURVEY MONUMENT -- PROTECT IN PLACE. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12') Q SEWER MANHOLE -- ---S- — - PROPOSED SEWER MAIN [6FI CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. 0 SEWER CLEANOUT PROPOSED STORM DRAIN Q CONSTRUCT TYPE "W" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. O STORM DRAIN MANHOLE ---- XS----- EXISTING SEWER MAIN [8 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) - STREET CENTERLINE ` -` ` ` EXISTING STORM DRAIN ® CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. -----XW ---- EXISTING WATER MAIN 10 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) � _ _ � STREET RIGHT-OF-WAY OR PL EXISTING EDGE OF PAVEMENT 11 SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. FL O STATION PHASE LINE NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY PL PROPERTY P Y LINE ENGINEER IF THERE ARE ANY DISCREPANCIES. BW BACK OF SIDEWALK ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. MADELYN DRIVE (SEE SHEET 12) 32 9 w STREET SIGN NOTES + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. -�- PROPOSED SIGN LOCATION EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. INSTALL NEW 2 SIGNS 1 POST �TREET 51QN QODES Q W2-6 N CIRCULAR INTERSECTION R26(CA) NO PARKING ANYTIME W16-17P N ROUNDABOUT NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDIAN NOSE YELLOW (SEE SHEET 3 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) PHASES & 2 (PRIVATE STREET) AMES LANE CONSTRUCT MIN. • OVER ri OVER fGIRD. lm o / � J 1/ PL FL 16+8 5 / `h" Al, r 1 `�✓ � �v<v 0 0 20 40 s # OR VERTICAL: 1 it =2$ 55.00' TE T o CROSS GUTTER TI=4.5 R=38 39.27' PHASE 2 PHASE 1 39.27' 39.27' U ON CURVE I ON CURVE I ON CURVE I a X N x w m d- 11 m rn y- 1! 00 rn N 11 0 w ox 0 11 cr r` it o to 00 11 t-- r` 11 1- o i1 U m Q d- it Q. N U tV O pu 00 CO r-. t') ty PQ 0 000 00 �o d-.�^�.•- .- Qp E- w F-- !- F- t--- �t' LL C!i rn q) J o0 m o0 _ [ 00 00 _ �] 00 w o0 m o0 w o0 J 00 00 ....t 00 ..J 00 D d• d• n d- o "t m d ad 't * M 1* d- d• d� d- d• d• o �M �� 00� wM 06 on©0 M K? CpMt�7pmMih0C.��'�pC�M �r`o co 00 d•d' 1 i or,; cn o__, �i If © or ov !toz oz o°On to (° cn X x CO 4 + Z U t.L la.. 4 V N + N _j i.j. L,._ N `� o6 `� 0000 _}.. rn 00 + to LO ___ _o o o o Z �. o 1Q.0 zoo ° o �``�°. . . . .£FISTING. GROUND- IQR-OFIL-E A T. C&NTERL.INE 4 L-' J 352 ca n d- w �... N -'N r.; u- © to K% rh ti„ _ _ 6 t.L c6 u) d� + -o- + 00 a} C7 d. ___ P7 --4 d• :•-- N N t� M d- try --- _ _ _ _ _ _ _ __ -- _ to — _ __ •-- Oyy p M r"7�! M L0 . . . . r, i-. . . . . . . . . . . . . . . . . . .�.. c-r -:.I e-r . . . . � � s— o— E2 �-•r [ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ee- . . . . . . . . . . . . . . . . . . . . . . . . . . . . Li 350... ... ....... :... .................. ....... ......... . ............................. ........... ...: ..................: ........... 350 0 a!t 949' : 0 '. 1 +0.3 % :0- o aSOq ; 0.5 :-0.25%. ft%q.L%'" +0.25�e % 348 . . . . . . . . . 9 5..GN FL.m� N£ Ph'OFIL£. . . . . . . . . . . . . . : . . . . . . +0.257. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .DESIGN FLO�YLINE PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348 o--0.25� 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 1 +00 WEST FLOWLINE PROFILE 39.27' PHASE 2 PHASE 1 39.27' 39.27' o ON CURVE I ON CURVE I ON CURVE °` a- w co 11 w rn >-- 11 rn M N 11 m � o cr o !1 W r, !1 z LO 00 11 t_ r- 11 �-- 0 110 m 0 1* � !! CL U to i^•U 00 cr t0 .-� N .--.0 000000 �U d-.-.� d- N .---.� d• JCL to •-•m c7 pG t- °Q vi E"''�-� ai o ao � 00 00 w m ai w oo m o i �_ �-'-� 00 ~ 00 0 i w 00 ~ 00 w m cr tr m .� w tr w cr w oc o d- d• � d- m <}- m d` d• o M d- d- �. d- �j rY d- � d- � d- M O U Nif � f O r7 M 0 to t.r} ©� M 11 M a Z Z M O oCi Oi oo �z! cO t3i M ¢ 4 0 CJ lu_ d� 1* cV � t_y -} Lea.. U- nj `� 00 d 0() + to 0000 + M _ .- + CJ _ -- - - ©., . o N z n• o o :� ram. z a to � to .EFISTING GROUND- PR. Of A T. CENTERLINE a j . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 352 \ M La_ dam` _ --- _ _ _ M + -- - �- -- _ _ ._ r~ Ea_ N N M + . _ + to06 Lo n ro . . . . . . . . . -.�. _ . . . . . . . . . . . . . . . . . . . . . . . . . . ... .... . . . . � . . PO `—I% . ! M —.t -Lj J la. LL U- 350:...... :. .... : : : :... .................. ......... ...... . . ......................................... ...: ................. ........... 350 �1209; ............ ,,,................... .................. .. %, ... . ...............................-�-Q.. #.0.35%............... .. 3�% krg .0.��9. +0.25� 70.25% . -7-0.25% 0.25% D£S/GN FL0KIN£ PROFILE 348 . : I�£S/G1V F.Lomi-INE PR.OFIL£. : . • . . . . . . . . . . . . . . . . . . . . +0.25 _0.25� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 EAST FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 25.00' 39.27' 90°00'00" 25.00' C2 42.00' 201.08' 274*1846" --- C3 1 33.00' 1 27.16' 47'09'23"1 14.40' S1080 m� t--0 6 w2w¢ z w ztLw wmw:w:5 •'w`ci=-wn w=¢zt"zi�uWLij W cwcn�wzc0i�>�¢ oc��o�� ww= ;cncz4n�?Q Zw 0LL ¢�zzv0w: aa.00©w¢T(j)0 ¢0mo�Q'iFms(rMtY -iET tZ Co��Qw0 w w �>-z 6KOMO O 3:wwP_ awzwp��yZ�cnO d 0 1-- w �©zw©Qow ano§¢3tO�oz as a zr�vw,�oz> z�ow©wit►--oo �ovw,�w�-�oz< o9 zWwTt oa gW06MF-0W8Q2gzgUwF=�a¢ow u }"zm r-zcn22 UQwW w©ju- v°iwa`>�tt-`�-cv�Uzo zo azWQ�j ?z00-rzwI:ur� oi~�n. �©emu t�swOm u'Qo�z?v,mdcsn ocaw3� 0=)Z WW izwo=0iwa F- F- n F- 0 0 W 0 0 z T_ 0 �..,. M rtlN . co L.1.] z a r,: WN's. 0 0 u z Q! W ao N (0 06 Z N CM7_ Z M L.LI w V_ F_ N N ©cf� L.L. N 0 =" CL ° W CC Q.. ® t � U- N ua. w w 0 w w 0 a � -� w � o 0 m w ` vi Z0000k J c � C� Z W W U) �L = W a occ r%*a a cy) W Q W � 0 � H 0. z 0 W LY_ 41 _ DATE 6/22/2021 PA JOB No. 3192C SHEET 0 1, 0- i COB RECORDS No. OF 15 SHEETS 1_0 CONSTRUQ110N NOTES Efl CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. _c> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) M CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6. WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. M CONSTRUCT TYPE "A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.O.B. STD. DWG. ST-7 Q 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. M CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST-9 (CONTRACTOR SHALL COMPACT AREA 0 EXISTING SURVEY MONUMENT -PROTECT IN PLACE. UNDER CROSS -CUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") 0 SEWER MANHOLE -S- PROPOSED SEWER MAIN F-6-1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. 0 SEWER CLEANOUT PROPOSED STORM DRAIN M CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. 0 STORM DRAIN MANHOLE ---- XS----- EXISTING SEWER MAIN EU 4" WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) -- STREET CENTERLINE EXISTING STORM DRAIN Fg-1 CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. ---- XW----- EXISTING WATER MAIN 90 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) STREET RIGHT-OF-WAY OR PL -21- EXISTING EDGE OF PAVEMENT rfl] SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. FL FLOWLINE STATION PHASE LINE NOTE "A"- VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY Pt PROPERTY LINE ENGINEER IF THERE ARE ANY DISCREPANCIES. BW BACK OF SIDEWALK ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC, L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED, uj w_j 0 PO CD 0 I 00 cq n q Z: oi a Z: 06 *-- + v- %-0 4 V) 0i u- ro m + 1* m + V) + + + O a CD U- PC-) m _j cx) to 0(=-> O to 00 + oo (o L2 d ul) 0 0 0 0 1 0 2 ci� 3 0 4 >_ 0 >_ 5 3: C3 3: L0 3: u� 3: c� 0 r-) CDr7 3: 0') _j + 1 ('14 +C4 + U U U U r-^9 -1 (TYP) J L I I s s s s s _T' S 12- NO0*39'03"E 12 37 (un) 4 TYP) C) 0, 1 L41 s� 5li'l 36II 12 t uj X uj o0 -c.I I c? LdC <0< C4,44" N * V_ 0 oh C) C:) Oi + 0; + Oi + to 0 0. C) U-) 0 + %_ + V_ + 0 _j v- U- 0 j C) U- v- U- v- _ T�a(Typ) 0 u� 11 C14 �l 10 0 cr_ CL -4- 00 LL_ 6 vi CD 4'F8_1 L,2j V_ .... ....... Ld b to 10 s S -S s @ -4 7 '-�l 4 + �O5. 6�7 14 001 L & _BW 0) CD C) __j Lfi + cn + 9 N 8 U- 7 0 0 00 CO n t4) co c6 U- PL -0-1 F 14 78.381 I I 1 + < Li V) ff Li ff Li ff w 21 MADELYN DRIVE (SEE SHEET 13) uj w Ld ry 0 M CL 0uj 0 C> Z 0 Z C-) w .< .< OM CL 06 04 N 00 06 801) '00 L6 (D L0 r- 0 n 0 It ul 00 n d+ + 0i + 0i + 0i + 06+ + U-) re) pe) n 0 * 0 Lf) 0 C) N N o _j 04 U- U_ 0 T-- tt_ V- U- it IE PHASE 1 (PRIVATE STREET) PHASE 2 (PRIVATE STKEET) L Z 0 20 40 80 HORIZONTAL: 1 =40' CONSTRUCT MIN. 0.20' A.C. PAVING OVER VERTICAL: 1"=2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY COMPACTED TO 95% MAX. DENSITY TI=4.5 R=38 TI=4.5 R=38 39.27' ON CURVE 0 0 a- ft: to cr- - pp Or- co 11 �- 11 �- o r-- cp r-: Pa- r-� Pa. w pm 0 cr_ to m m to Im _jw M-jw m_jH m It a- ci Z 0 Z x C04 P.: 'c:�4 < c6 oci C5 U-) LO + n r rl- c6 r�, + 352. + Ir- �f %-0 %.-.* FL 0 to �`© . n + rn -7 .......... . . . . . . . . . . . . . . . . . . . . . . . . . . ,CXIS TIIVG GROU10 PROFI�-Z - A T- C-EN TER�- . . to __j . . . . . . . . . . . . . . . . . . . . . . . . I * * .352 L_ to C> u') 0 7 + + 0 0 0 . . . . . . . . . . .. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -i I . c Of +0.3u,-* . 35% . * 350 . 350 . . . . . . '.001 . . . . . . . . . . . . . . . . . . . . ....... +0.257* . . . . . . . . . . . . . . . . . . . . . . . . . . . .+0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................................................................. +0.71% +0.2 .71% +0.2 .71% +0.2 .71% +0.2 FLO K INE PROFILE 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348 10+00 11+00 12+00 13+00 14+00 15+00 Z WEST FLOWLINE PROFILE 0a- 39.27' ON CURVE o 0 0 m c*4 Ii of co m 04 0 rl') -0 r,am PCL r,� Pa- 00 F- 110 m pmo 0 It mw 11 0- w m W of m w 01 w uj of _j 't , 10 It 14- 0 to -0 0 n 1w) to cr- 00 -* u� 0- C5 1* LO ro 00 0) n m 0 r� 0Z 0Z csi ro c� o6 `c C)b 0 q to Lo 00+ n 000 I"- to + V) 352. %- + + '7 352 ............. 0 o 00i ................. CD C) -.4- ® LO Z_ ,�,IsTllvc. G POUIVO PROFI�-E- A T- 6FN TER�-#Vf . . . . . . . . . . . 00. U- . . . . . . . . . . . . . . . . . . ... :.j ..... 0i U- 0; + 0i + U- U-. u") CD 0 0 C> to .............. N-Zi- V_ cli ...................................................... .......................... .... +0.35% +0, 35% 350........ ..... .............. -+0.257o . . . ..................................................... .350 ............................................................................................................. +1125% FLOWLINE PROFILE 348* ... ................. I ................................................. ..................................... 348 10+00 11+00 12+00 13+00 14+00 15+00 EAST FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 25.00' 39.27' 90*00'00" 25.00' C2 42.00' 201.08' I 274*1846" I - _C3 33.00' -fZ-/ 27.16' 4�709'23" 1 jj:4:0:'::d Im 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2' 39.27' 0 1 - ON CURVE -1 0 cl- Q` 0) 11 x n 11 t- to 11 t- (7) 0 U-) e.0 Oe--%Q- 0'. .. �,Q_ 0 Um 0 m 0(0 m 0 ul LLJ %_ _j Lu _j Lu L0 ul) ul LC) _j _j Ile) LO 0 r_� q Z 0 Z NO (14 06 < Oo6 117 0 C) o6+ L0 V_ re) Lf) to 354. + %--.* %-0 0 V.- " + + 3548U ............. gam.6 _j..... ............ . U- ... n 0LO + - J �IIYG. GROUND PROFILE %.- . . . . . . . . . . . . 4 .... LL_ ...... ................................. AT tEk WE . . . . . . . . 352* .. ..... ...:.. .. ...:...:...:...:...:...:. .::. -.. _ __._ _ �--- .............. _ _ .--- ---- ... ..... ........... 7 352 0.35% +0,35% +0* 5% +0.25?o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FL 0 K INE PROFILE 350....... ... * .... * ... * ... * ... * ... * ... * ... * ... * ... ' . * . *350 10+00 11+00 12+00 13+00 14+00 WEST FLOWLINE PROFILE Z 0 Q. 39.27' ON CUR 0 < x to x 00 x po cp 0) 0 C> OR PC) qPQ_ COPo_ C) * m 0(0 0 Cr_ LO n Lu 0 P= Z m % 0 X Lu u') v- x ui x ui V) ul to LO PO _j to _j ro n -c, n a. to C> It n O� ULJ 0 CI b 0 0 r< 0Z 0 m < bo6 00 LO L6 LO v- ff) LO x C'� ro cj o6 o6+ ro + rn 354 + - -q- %_0 (D po 110 v- + 354 ............. 4. .07 gj< © * co ai. n CD _j C),q- C> U-) ....................... 3.,J .... 7 .................... U- __j _j .............. U- 6 0; w 0; + 0; + V_ ro 10* 0 U-) 0 o6 . . . 0 0 0 C) . . . . . . . . . . . . . TWC PFOn� C c+q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A T CEN T, ERL INE 352. ....................................................................... *352 0 +0.357a, . . . . . . . . . . . . . . . . . . . 1%+0. 5% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN FL 0 K INE PROFILE E 350* : : : ........ ......... * ........... *.350 10+00 11+00 12+00 13+00 14+00 EAST FLOWLINE. PROFILE U- ui U- a E 0�_ MW b z "-0%6 ww2umIg Z b W%TwZwT<p8 I Ce) w w di 0 n, cl) Z w�:. LLJ 0Z W% L0 0- l< 'Z OP 0:(0 w I it COX wzZ U) M 5 -1 0 UJI Z Uzicnw -J 0 2w 0 WO LL C\l CD W M �=_ ul W ce� z 0 > S z z'*- 0- 0 0 0 0 w (.0 w 9 V OZ 0 ow- i=_!R r I.- is z 0 w z LCL31 0 to N Q ww CU3, u0j CO ca Z 0 LL zz aj3L6Z03:W U) Z M Z 3: w w Z;5 T =w T - wa0 w CID C'4 W < C6 w 2 0Z 0Z uw- 0 W (0 LL w06 W w ce) ?E 3: ui c, zZc, Z (1) 0 c') w 0 0�--Z@gw;poo CN ,6 wa 0' g ww � 0 Z 0 00_- Z 6MyTt0H<Z< U.1 w m Z CL P w C-4 (0 F- p w Z u, i� 0Z LL 0 u, Z CU �<_ Oz �Z- Z 0wo 0 0 CL u LL wl >WL) W 0i Zo Zw CNI co uj D 0ww:c < Q Z Cl >_A ww �E CL .r Q wow 0(f) 0 z a -wr -w-D 6 Z F- wu- 9_wowww:!�wu-zm > w >: w Fn_ go V5 0 ca (j) 0 0 =) Z Z W uj !dujowz_j 0><co W-J-,WQ CL =0 WW22wz i w>-z w I— 1 8 a. i_ 0 cl OG < R Ltt UL F- 6� 0 w W 0 CL _j Z w Z ul w W2 0) > 0 U. w U- 0- a Z 0 W w rx DATE 6/22/2021 V) PA JOB No. 3192C c (u SHEET _E 0 N 0) COB RECORDS No. OF 15 SHEETS CONSTRUCTION NOTES STREET SIN N•■j`/1w�j{■11_S CURVE TABLE .� Ir 1 mlrlrr Mmr I Imi llr ■■YI NII Illnlll nY�Yll Yre�l ss a ss " ss W W � � � � —! d Op.taO WofJ3 ❑1 CONSTRUCT TYPE B fi CURB &GUTTER PER C.O.B. STD. DWG. ST-1. INSTALL HOLOPHANE GRANVlLLE PREMIER LED LUNAR (5 LED-4K 60W ARRAY) -�- INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. CURVE RADIUS LENGTH DELTA TANGENT o w w © w ¢ t•- WlTH 12 FT. NAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY -n-- W w cow to z E �- p 0 CONSTRUCT 5 ODE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6. PROPOSED SIGN LOCATION C1 25.00 39.27 90 00 00 25.00 t„ m W T w u1 ¢ o M ENGINEER. C2 42.00' 201.08' 274'18'46" --- o o a- cn EXISTING SIGN TO REMAIN. , " �- ¢ z o z rr o m cn d CONSTRUCT TYPE "A" SINGLE FAMILY RESIDENTIAL TYPE APPROACH PER C.Q.B. STD. DWG. ST-7 O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-22. C3 33.00 27.16 47 09 23 14.40 w = ¢ z to o w m c 0 o (SEE DETAILS ON SHEET 2 FOR DRIVEWAY LOCATION AND DIMENSION DETAILS) INSTALL NEW 1 POST SIGN. © z > � tri 6 .� INSTALL STREET NAME SIGN PER CITY STANDARDS. w w � o o a o cR INSTALL NEW 2 SIGNS 1 POST ui Z Q CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST-10. mw w a z w � �„ �,.,. N EXISTING SURVEY MONUMENT -- PROTECT IN PLACE. w = ©_ = w � o M 0 CONSTRUCT 12 WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST--9 (CONTRACTOR SHALL COMPACT AREA STREET SIGN CODES o F-` r g u•- U 4,� w I IeYrl�l�ilrm�ll N 1 z r t1 o u-••• UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12") Os. SEWER MANHOLE — ----S- — - PROPOSED SEWER MAIN 0 WZ-6 N CIRCULAR INTERSECTION W r z r o � ""' PrL 6 CONSTRUCT SEWER LAN T ¢o0-t= =s- Q0a uujo�wt9 �a.00 C TYPE A CATCH BASIN PER C.O.B. STD. DWG. N0. D-14. 0C E OU PROPOSED STORM DRAIN R26(CA) ti NO PARKING ANYTIME © z °- "" z o r to N []7, CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST--2. O STORM DRAIN MANHOLE-----XS----- EXISTING SEWER MAIN o v- a z m w d `6i {C Q W16-17P N ROUNDABOUT ( w Y� C6 v d z o °� U- ® 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS &RESTRICT#ONS (CC&R'S) _ --------- =EXISTING STORM DRAIN z z o °- �- z z m 3 C� STREET CENTERLINE - - NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED 55 z � w a ° o o w U) Z 9 CONSTRUCT 5 WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. --- XW------- EXISTING WATER MAIN w >- o �? to X " " -' -� --- STREET RIGHT--OF-WAY OR PL BY (CA}. (CA} INDICATES CALIFORNIACAL#FORMA CODES. o w Q w r t„ o GC pp N 10 INSTALL TWO (2) 4 SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30 MIN. COVER) —�� — ��— EXISTING EDGE OF PAVEMENT © q w ©o o « UJ M = FL FLOWLINE STATION IN PAINT MEDIAN NOSE YELLOW z r 11 SAWCUT 2 TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. _ o § ¢ z BLS z cu q " " PL PROPERTY LINE "�'" _"" PHASE LINE w w a o 0 0 ,,, : � NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY (SEE SHEET 3 FOR SIGNAGE AND STRIPING NOTES AND ¢ oz F,� w w o o Q C7 cn ry ENGINEER IF THERE ARE ANY DISCREPANCIES. BW BACK OF SIDEWALK °- o �- �' z © tL z SPECIFICATIONS) z C3 w w w it o z¢ W w N ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ©°- o °�'` � o o to o N o TO FINISHED GRADE PER CITY STANDARDS. c3 w ¢ o z o w 0 '`� v r:zua¢o vzcliL>Lj15 zwpW N ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. w w ¢ o w 0 m U vown=�oLl zo� '�� 0LLixm=s CL ¢,,�oC61�tJ©LLQr�" n_ r k-- t• - r m h- W F- CL r C3 to w two Q Jpo �WJ �J gypo V_ ��-a JW� �z �>aJwou-Iz N G7 CC U c C6 p 0 p t`» ® C.� ©C9 ¢ o ?� > -O to ON 0z caz c) c7 07, 0z �W© �ww�wOm + + tin �+ 4 Q O . r <C 4 �o tip co --1 t=- �. + O tX3 + 00 zN ey � r + � � W ¢ 0 u_ z > to �► co OU 00 ...�� i �..i1 �7 �✓ ± ..sty ...� wl`� O }' Lou E... ( 6) C� to ,< W I'7 w ui z z U- U- ..! ilt)�-�- i`` Q.. M _I M J M N n t1! W o Q w z W >- co Li tli + 06 + o6 1- to tU + to + tWo + N -ice N -F- + -1- CN N -�- cNv r !-- Q is t- o Cl Cr ¢ W = T � tr � o Z � 0 00 U F- ui s JW w UJI Fes- CL U w Q_ 0 N O 0) U- 50.00' VERT. CURVE U 0 PHASE 2 (PRI VATE STREET) MADELYN DRIVE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=38 ItlV.7 LV .J / VT s �-s s�� r '.L- s 1:2 s 1 '--=' f D - 0 20 40 80 HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' N >0`0, z©0) >0¢0. X© �.,wF im r• o N"•- onn W .-- w ©— •- 0 Fj tj --'n�' o 50.00' 39.27 VERTICAL CURVE , 39.27 ©vv of L6 to ON CURVE ON CURVE + 00 a© + CN ova U+ ODo +i } � n.~tl-o _ r! Q_ rnpa- "po N 000000 0! o (.0 o- M, }! O.. dN- Z_ V-- ct e v_ co _jd' m o w rn M� 0)� m w¢ W W m _ w vim 0) of � i ►J -t W'o- U-� W NIL. C©3 M per' t'7M`�0 MG7� �COCJ? MCOa M r) to Qh ME�0 nd� M _ Oz 0z c) C3 c3 Oz Oz U 35 1- N a-© r °- �-- n00 �0 �--+ N Q %N %� =%to EXISTING GROUND PR OF/L F A T CENTERLINE � — ~ — 352 — N . oCi � ... .¢ 1", . N � M ........................................... . � �- _._- - --o to -- - 06 . . . . . . _ . . . . . . . . . C4. . . . . N . . . CN CN . . . . . . . . . . . . . . 1 � 350*. +0.25� 350 DESIGN FLOKINE PROFILE' . +0.25% . 0,25% ®�-94'sr k�%0 'w� +0. 5%. : E3ESIGIV FLOWL1NE PROFILc . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-. . . . . 348•... 348 C..... ............... ....... ...... ....... .......... .............. 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 50.00 VERT. CURVE Q © z NORTH I...O W I F L E PROFILE >000 n_ cnp0rn >00 w jro uir- m r to N.-: o �i �; W .1_ co a- v_: a co 50.00' , o r` o n ,"o ©M o S�v u VERTICAL CURVE m ai o oioi W of N to If II 11 �> M toco + UU to N �/N o N 35 .............. ...� . . . . . . . . . . . . ...... . . . . . . . . . . 350. .: :...: ..: — o ©ESION FLOWLINE PROFILE' �° . . . . . . . . . . . . . . . ................................................................(.579..... . . . . . . . . . . . . . . . . 348. ........ ....... ....... ....... 18+00 19+00 20+00 21 +00 22+00 �,OUTH FLOWLINE PROFIL I x ~' ~ ~ ct EXISTING GROUND PROFILE A T CENTERLINE — — �. ................... ___ �. --o ........... 352 oi to . . . . . . . . . . . : : : : : : : : : : : : : : : : : . . . Inv . . . . . . . . . . . . . . J U- . . . . . . . . . . . . ...........................................:........... +0.257o........350 .r0. a . . . . . . . . . . . . . . . . . . . . . . . FL O4YLINE PROFILE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................................................348 23+00 24+00 25+00 26+00 W a LL! w ® w = ©- m W W w d w Lu w 0 LL tY I,L CL a a Vl 'z V/ w CT_ 4+ DATE 6/22/2021 PA JOB No. 3192C W SHEET E 0 L 0- v N COB RECORDS NO. of 15 SHEETS CONS'MUCTION NOTES M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. _c> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) Ej] CONSTRUCT 5' WIDE STANDARD DETACHED SIDEWALK PER STD. DWG. ST-6. WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. F3_FI 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. M 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 UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 12') (D SEWER MANHOLE --5-PROPOSED SEWER MAIN F-6-1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. 0 SEWER CLEANOUT PROPOSED STORM DRAIN M CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST-2. STORM DRAIN MANHOLE ----XS----- EXISTING SEWER MAIN F-8-1 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S) STREET CENTERLINE =1__='====== EXISTING STORM DRAIN F-91 CONSTRUCT 5' WIDE STANDARD COMBINATION SIDEWALK PER STD. DWG. ST-5. ---- XW----- EXISTING WATER MAIN 111-M INSTALL TWO (2) 4- SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) STREET RIGHT-OF-WAY OR PL EXISTING EDGE OF PAVEMENT MI SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY ENGINEER. FL FLOWLINE STATION PHASE LINE NOTE "A"- VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY PL PROPERTY LINE ENGINEER IF THERE ARE ANY DISCREPANCIES. BW BACK OF SIDEWALK ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. N 0 04 r E2 31 PL w--- -f-- C14 L/S L/S C:) Ld 26 Z v! 1 UJ - L__Na 20. ..W- < ----7 M - 3- .... L� S - UJ C) Uj .-Lr < V) + 25 u STREET SIGN NOTES + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. PROPOSED SIGN LOCATION EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. U INSTALL NEW 2 SIGNS 1 POST STREET 510 CO a) W2-6 - CIRCULAR INTERSECTION Cj> R26(CA) N NO PARKING ANYTIME a> W16-17P ROUNDABOUT NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDIAN NOSE YELLOW (SEE SHEET 3 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) a- z: V) M __j _j W_j W_j r- Q_ h, re) . 1* C) -7 ' _j - _j 00 0 0 - 0) o to --. 00 C, co v- C) C:) 40) c� z a z 14- o6 q oo+ 0) to oj ro + C1+4 + 0) + a) (=) ro 0 c*4 _j M00 0) _j L' U U - U- C4+ cq + 0 U- - fl- co 00 co 0 + + + + + r1__ c*4 TOLOSA COURTr"' co U- co U- 0 (SEE SHEET 11) 6.00 1 130' 1- 30 v- 0) 15 <71 Lo ui 1 6 7 5. 18' 7' 5' 14 + (o + tK 0� co cq <71 CN U- 4'EE TYP) B 10 Y-PL B PL _ TT_ 9 L/S UA 4 C�_ _ to � mr) cil ci 11 C3 -1-1 27 27+42.37 28 1 NE39*20'57'w - i CnI 00 -29 29+55.42 @ C.0 _CC7 - _ 1 - - s s s S_ _01 s qk s /R\ FL 30+2 ha, 001 Im co 0 - 00 b - I U'A �-M(Typ) \-PL & 1BW 2T __j __j __j _j 24 m m 21 PHASE 2 (PRIVATE STREET) NE 18 __j C-) 19 -N- "mmmm% 0 20 40 80 HORIZONTAL: 1"=40' Im 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 TI=4.5 R=38 39.27 39.27 1 ON CURVE-0_N CURVE_1 0 CL z PCL in pci- ro m 00 ry ro w to 11 o:: ro po Lo 000 C:) r- C) 11 0 cn C4-0- F_ 0 O� if a- Z _j UJ -1 W C> _j _j Lo -00 m C5 U-i _: m _uj _j LO j Lo Lo ro ro po _j U-1 _j _00 _j UJ 'J r�' W) Lo 0.-. n _00 no 0- Lo r") to 00 M to az 0 z n t6 a m . '�: o z 0, 'o T_ m Q0 cr) to < 06 v- 4 V_ + T-- + < V-.'t o6 < c6 + n V_ V.- 0) n TING GROUND PROFILE + .......o . C4 Ki ................ ............ C.4 ffi - -t� .... A T CEN TCR� INf - ............. to C14 C'4 + c� + _j _j U-) oi U- 00 C-4 + _j cn u__ co er 352: Lo + Loo 0 co T W . - -.- - - + + --- 0 - - -7- 0 + r- r- 00 + 00 co co .0 + + 00 0) 352 . _j ........ _uj ................ U- <14 . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . 014 __j . .. . . U- . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... co-w � N 50,56 ....... +0-.25% ....... -�0.25% -VO.35% ........ I .................... .+0.357a. 01 FL 0 W� INE ,PROFILE - 350 . . . %. . . . +0.2�574 .............. +0.25 . . . . . . . . . . . . .+0.24. . . . . . . . . . P ................................................ .... 350 DESIGN f L ONLINE PROFILE 6 C3 6 ry u Ln Lo 0 U") a_ 110 a- n win . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .74.0' CROSS -GUTTER. - - ................................................. 26+00 27+008+00 29+00 30+00 NORTH FLOWLINE PROFILE z z ui roof m ui z 1-t m m Ilom Q u') 11CL com X Q6 0 +0) 0) re) E0 0 + - V) Lo 0c; u') a)to 00 < r- %-- C114 ul LO f1e) C:)* aC) kc) o6 + tO L0 r--: 04 o6 " L0 + rt) o EXISTING GROUND PROFILE E . . . . . . . . . . ... .. _j LL_ LL_ --\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + 0) . N . . . . . . . . CD to C5 j u- . . . . . . . . . . .. ;j u Lo C> 0 U- 352*: + .to . ............................................. 352 ..................... ................................ +0.35% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1-015% . . . . . 3 +0.570 . . . . . . . . . . . . . . . . . . . DESIGN FLOWLINE A00kLE., 350. +0.2 5% ..................................................................................... '�I1Z_SIGV 350 FLOWLINE PROFILE ......................................................................................................... 26+00 27+00 28+00 29+00 30+00 SOUTH FLOWLINE PROFILE ME GRAHAM COURT (SEE SHEET 7) PHASE 1 (PRIVATE RE T) 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 TI=4.5 R=38 5&12' 0 ON CURVE a. 0 pm 0 x 1* X m o '. 3: 0) pW CD a- 6 _j V) _j co Lo 0 to r10 to r1 n 00 00 Ir- o C5 c� C5 0) 00 Lo a �* + to r- + to + + I- 1_110 0 Ir- 354 .................. 07 . . . . . . . . Qo . . . . . . . . . . . . . . . . . . . . . . . ... I . . . . . . . . . . . . 354 0_j to t� U- 6 U- of U- C> 0 .................. . ....... Ir ......................................... EXISTING GROUND PROFILE A T CEN-TERLIIVZ_ 352* ... ....... ............................ .......... 352 .-DESIGN FLOWLINE PRO 1LE ........... ........ ........ ... ................................. +0.35% +0.357* 350* ...... '+,o 77 .+0.35% . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . 350 9+00 10+00 11+00 12+00 WEST FLOWLINE PROFILE 0 0 Q_ z 0 'q- It Q 01) 11 0 *4- w " PLU pm po a- 014- x It Q_ 0- uj r 5 CL omw X,* Q CD Lo oc) ul) 17 L0 C) -0 re) -c:> ci C) Lo n re) PC) 00 _j < oi Pr) r�z q n C) u') C5 c_j C5 00 ul CNI 06+ 06+ + c> -'_ 00 + + n z 354 C) 0 .................... w 354 ...................... r- to.. J. '%t _j .... U- :r _j ........ U- (n Lo r-i U- ....................... . C) ...... ................................ EXISTING GROUND PROFILE' 352* ........................... ....... AT CEI�TERLIIVZ_ ............. : .. .. .. ... _ _ : ........ --- : 352 ...................... ............................ +0.35% ........... 350:...:.......: * ....... ........ .+0.35%.. +0._35% ......... ................. I ....... 350 9+00 10+00 11+00 FLOWLINE PROFILE 12+00 EAST FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT ci 25.00' 39.27' 90*00'00" 25.00' C2 42.00' 201.08' 274*18'46" C3 33.00' 27.16' 471*09'23" 14.40' C4 55.00, 86.39 11 90*00'00" 55.00' C5 37.00' 58.12' 90*00'00" 37.00 C6 37.00' 12.86' 1 19*55'11" 1 6.50' C7 33.00 2 29.49' . 51 *11'43" 1, 15.81" C8 42.00' 204.04' 1278*21'06". 1 __ -1 d C, a- LLI co b �0_ co =4 0 WZ ww2tg w w 0 z I "I- wmTwzww<pwo w cy) Mj w ffil�iz�gffi%xwjo= co L0 wo=wzw> U) C) LOL w'- r s) Z 66 Z Ly of p V_ w z u J w ZD w Lu ml� 10- W;� Zul (f) LL LLJ 3: 2 � 2 =: F_ 0 o< w I— H3: 9%0zz'()ow > T- (0 WcL o CD 13 z z 'z u, o C6 ww W�g LoLj (LU) z 06 co) W Wx (0 z W w > 0 0 Tr C=o 0 w z co � Uzi I— cj) 0 < L am" m m C'4 < clia = 0 2z2m66uw- LU 06 W co owu o§<3:w22E_wj Z Lu wo I— w z 0 C-4 Z ce) a- 0 oa- 6RwzwwToLLww0o<z< CD ui WC T_ sum'6zm:1.-w.8q26 w U- Z 0 < 0 < t Z C) (o z 0 w 6 < w 0 T 'F- CL C�T 0 M' z P ow CLOL To�wwx,L4Qw w LL- w p�uwivca= cl) z z 0�- Ujw 2 W Z _5 0 _101 Lu 0 iL >< uj uj 0 0 uj Z >- co h F- 25 CL F- 0 0 W 0 c: a C 0 n U) I 0 cq co c U. 0 w w Z 0 0 z w Z w 2 m w W > 0 u- w X (r- U- w (L 0 < CL co z 0 ui EL 41 DATE 6/22/2021 4 AJOB No. 319 c: a) SHEET E 0 COB RECORDS No, OF 15 SHEETS CONSTRUCTION NOTES M CONSTRUCT 6' WIDE SIDEWALK PER C.O.B. STD. DWG. ST-6. M CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST-6. PROPOSED LANDSCAPE AREA —LANDSCAPE AREA SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX (SEE LANDSCAPE PLANS —BY OTHERS). PROPOSED LANDSCAPE LOT TO BE DEDICATED ON FINAL MAP. NOTE "A": BLOCK WALLS ARE SHOWN FOR REFERENCE ONLY. BLOCK WALLS EXCEEDING 7P-031 IN HEIGHT SHALL BE CONSTRUCTED BY SEPARATE PLANS OR A SEPARATE BUILDING PERMIT. NOT A PART OF THESE PLANS. ANY WALL FOOTING EASEMENTS (IF NECESSARY) SHALL BE DEDICATED ON THE FINAL MAP. NOTE "B": PROTECT EXISTING UTILITIES IN PLACE, TRAFFIC SIGNAL INTERCONNECT, DRY UTILITIES TRENCH, WATER MAIN, ETC. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STREET CENTERLINE ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. STREET RIGHT—OF—WAY ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER C.O.B. STANDARDS. 36 36+41.21 w —71r- 00 —38- ;_0 IG1 40 PETALUMA COURT (SEE SHEET 8) 42 C:) �- 00 40 41 N0042 T T 45+85-28 -56'51"E 43 44 45 46 EXISTING IMPROVEMENTS PER SOUTH ALLEN AND MUIRLANDS PARKWAY STREET IMPROVEMENT DRAIN PLANS —APPROVED 10-28-2020 IG139 1= IG1 22 VIT Lulto) STREET R/W DEDICATION TO THE-` CITY OF BAKERSFIELD PER DOC. 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I I 6 I m I I V) z 0 W LLI IY DATE 6/22/2021 PA JOB No. 3192C SHEET 14 COB RECORDS No. OF 15 SHEETS CONSTRUCTION NQTES CONSTRUCT 6' WIDE SIDEWALK PER C.O.B. STD. DWG. ST-6. Q CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST-6. r3_1 PROPOSED LANDSCAPE AREA -LANDSCAPE AREA SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX (SEE LANDSCAPE PLANS -BY OTHERS). ® PROPOSED LANDSCAPE LOT TO BE DEDICATED ON FINAL MAP. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. NOTE "A": BLOCK WALLS ARE SHOWN FOR REFERENCE ONLY. BLOCK WALLS EXCEEDING 7'-0" IN HEIGHT SHALL BE CONSTRUCTED BY SEPARATE PLANS OR A SEPARATE BUILDING PERMIT. NOT A PART OF THESE PLANS. ANY WALL FOOTING EASEMENTS (IF NECESSARY) SHALL BE DEDICATED ON THE FINAL MAP. NOTE "B": PROTECT EXISTING UTILITIES IN PLACE, TRAFFIC SIGNAL INTERCONNECT, DRY UTILITIES TRENCH, WATER MAIN, ETC. - STREET CENTERLINE STREET RIGHT--OF-WAY ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE CQVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER C.O.B. STANDARDS. �l SEP`R�'�E EXISTING PRIVATE SUMP TRACT 7372— 2 1 1 ,�- -7 _ _-r.._7____________-__- __-- <� /771 .1l_11 ___-...r_____G- 1____--1 \_.___-,.__L-.1____—_-- ---..—....__.- 4-A---..—,_..---- ,_.---..--_ -- I vP '--V / Al_ �i r IC1 23_ _ _ >-IG124vi- 00 � n 23 24 — 21 S$9°20'S7"E 27 28 _ a, 29 f , 30 30+43,46 31 1 �- --- --- -- .� _ _ _ .— ___ } } 22+06.25 (y--� �' 25 I 1 30+00.75 �� Q i 31 +56.09 i I _\`z'-_EXISTING IMPROVEMENTS PER SOUTH ALLEN AND MUIRLANDS PARKWAY w ! "� STREET IMPROVEMENT DRAIN PLANS -APPROVED 10-28-2020 �o > _ — _ -�, \ r / ..w,,�. � _ .._ _._...._ _.._. _.. _ © _. _ ._._. 2 _.._. _ _._ _ �. _._.. _ — ..� _._.. �. __._ _ _ _._ _ _ � _ ._.._ .� -� �- r� T IG137- \ ! / iG138 � T- EX. R jW PER P.M. 12100 Ate\ 18, a w m ui 11 0 70 } 41'1 9', 64' 6'STRE� r1- ar w � ! l 4--I ! ---�► THE 13 2 1 CITYEOFRBAKERSDF ELDOPERODOC, fi 10 9 g -� E _. 6 _N- } I ! ! ! ! V / NO.220146270 O.R. - Il } I ! }} 5 SOUTH ALLEN ROAD LARIMAR DRIVE (SEE SHEET 14) (SEE SHEET 4) 0 20 40 80 HORIZONTAL: 1 "=40' ! DRILL SITE 33X--13 TRACT 7372--1 r IG128 -< V i — _ LV --C }- IG129 = _ " EX. 34 PG&E GAS MAIN '-u `� __-37 --- 37+27.73 38_ 39 S55°3546"E °� © 40 'XG �' .,' XG � XG — �''j'' -*G , �_ I 'fit p C co i XG - --' — MlTN07 OPROVEMENTS PER SOUTH ALLEN AND MUIRLANDS PARKWAY — �' � �-- o- - a STREET IMPROVEMENT DRAIN PLANS -APPROVED 10-28-2020- N oo ;� _--- EX. R W PER P.M. 12100 } IG13E " 3Lo -- iG 132 `o� ' GRAHAM COURT AMES LANE (SEE SHEET 13) 18 SEE SHEET 10 2 s P H Ab'OwAE Z03i 1 2% A D 3 (P U B L I C" So"T OR" E E T) AJ FARENTZ COURT (SEE SHEET 11) It 6 STREET R/W DEDICATION TO THE CITY OF BAKERSFIELD PER DOC. 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