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HomeMy WebLinkAbout1.1-7300 Ph 8# "" QA5 NOTES: y CALL III'' ♦ 4 - ► II"y # i MINIMUM OF 2 BUSINESS DAYS '.,.. INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES - INCLUDING ALL NON —UTILITIES BEFORE YOU IR GRADE, OR EXCAVATE. w UNDERGROUNDANY (WITH 3 OF UNDISTURBED SOIL) HORIZONTAL :. i O x i X #,, xy �! : AND I:. IN. OF VERTICAL N FROM THE EXISTING 24" THERN CALIFORNIA GAS CO. TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 3', OR MORE THAN 7', OF COVER IS TO BE OVER THE EXISTING TRANSMISSION ' BASE SUBGRADE PREPARATION CONCRETE !� CONCRETE PARKING EA -, & GUTTER f . RAMPS � STAND.•D 0 0 LUMEN STREET LIGHTS ENCASEMENTS MEDIAN CURB :LOCALMONUMENT STREETS w, ABUREVIATIONS FLOWLINE ` 7,. POINT ON VERTICAL CURVE CENTERLINE R M ■ VERTICAL y CURVE i ELEV y ELEVATION { ■ VERTICAL CURVE B.C.R. `_DBREAK `s RETURN P.I. POINT INTERSECTION B.C. BEGIN CURVE P.R.C. POINT OF REVERSE CURVATURE E.C. END CURVE P.C.C. POINT OF COMPOUND CURVATURE P.I.V.C. POINT OF INTERSECTION T.C. TOP OF CURB OF VER11CAL CURVE T.P. TOP OF PAVEMENT P.O.C. POINT ON CURVE F.C. FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT—OF—WAY E.P. PAVEMENT A.P. ANGLE POINT F.O.C. OF ■ a .w FLOW LINE a ■,. AREA PARKING & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-22. 00 SURVEYFURNISH EXISTING .. FURNISH #.. INSTALL STREET f,,. PER C.O.B. STD FURNISH :�r .UAL STANDARD:STREET OR t j` (SEE DETAIL "6" ■■ PRIVAT�h b"T�KEET Is FOR 'NG TENTATIVE T�A"T 7"4`0 v CoTl R U ;ju i O R i R FLOWAGE i DRAINAGE TEMPORARY X EASEMENT r ENTIRE BLANKET • : i IM...219008716 TRA&7300 1► I A` r t r; UNIT 7 14 (NOT A PART) PROJECT MAP SCALE: 1'=200t p NO. INDEX i INDEX OFSHEETS SHEET TITLE O THE CERTIFICATE OF OCCUPANCY FOR UNIT 8 WILL 1. COVER SHEET T BE ISSUED UNIT THE NOC FOR UNIT 8 HAS 2, ADDLINGTON STREET RECORDEDIGHG IMRPOVEMENTS HAVE BEEN COMPLETE NO 3. ADDLESTON LANE 4. RUTHERFORD PARKAVENUE 5. STREET SECTIONS TAIL ---D STORM DRAIN — REFER TO SEWER & STORM DRAIN PLANS STORM DRAIN MANHOLE 0 REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3,5' OPENING PER C.O.B. 1, UNLESS NOTED OTHERWISE -s SE -- REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS TRACT :. y BOUNDARY UNIT BOUNDARY # 1CURVE NUMBERFOR CURVE DESCRIPTION ITEM OF WORK — SEE SCHEDULE 1 FACE OF CURB STATION — SEE TABLE III f' PARKING AREA — SEE CONSTRUCTION NOTE 6. LEGEND (CONT.): SECTION DESIG ATIO . SECTION LETTER SHET E SECTION IS SHOWNmN SEWER1. SEE AND STORM DRAIN PLANS OR OR DRAIN COMPACTEDPLANS AND DETAILS. 2. LOCAL STREETS — PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE # • DENSITY PER 1 3. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION ,; w y i ■ j 1 THE CITY CONSTRUCTION ■ 1 iTDEPARTMENT SHALL •r HOURSE GIVEN 24 TELEPHONE# 1 . NO CITY INSPEC11ONS INILL RrE GIVEN w THE rK IN THIS r EA UNTIL A STREET PERMIT r APPROPRIATE 2. ALL FACILITIES TO BE PRIVATELY MAINTAINED UNLESS `INISE NOTED ON PLAN. MATERIALS SUPPLIED rk', THIS PROJECT VALI RE QUIRE CERTIFICATE j', i R a STATING THAT THE + NCE i i i+t ! #+.. 1 R yy, EMENTS SET F BY THE CITY i EEN MET. i,.. � � tM k i ■Y, � it �,. � � r 1i► �. • j 3 � A � ! BLAINE NEPTUNE R.C.E. It r IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, TH IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AN ARE �" PRIVATELY ■ r: rMAINTAINED. w APPROVED BY. GREGG R. STRAKALUSE, PUBLIC WORKS DIRECTOR NO. i♦• Y: LUIS A, TOPETE, A8SISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 67236 REVIEWED Y: STARBUCK, TRAFFIC ENGINEERATE R.T.E. NO. 2327 OENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUEAND ALLEN., ALSO BEING THE NORTHWEST CORNER OF SECTION , T,0., Reg ., TOKDALE T. 30 S:, R. 26 E,�G,y 0 191- 0 PROJECT SITE ING AVENUE 11 2 0 �► WHITE LANE CJ Q i—c D 14 D 13 co en LOUTHERN PACIFIC ILROAD , i what's below. Call before you dil 1.21 STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA, DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST-1, ST-5, ST-7, ST-9, ST-10, ST-13, ST-14.1, ST-20, ST-21, ST-22, ST-23, ST-23.1, ST-23.2, ST-23.3, ST-23.4, ST-23.7, D-14, D-16, T-1, T-2, T-21 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER 0.50' O.G.TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-13. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST-22. o TO BE INSTALLED o EXISTING 5. -- INSTALL TRAFFIC CONTROL SIGNS + INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 + INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD.T-1 -c�- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' POST TOP PER DETAIL "6" ON SHEET 5. -�- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST-1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1 /4" BELOW PAVEMENT GRADE. 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION, 811. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-1 /T-2 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST-12.A & ST-12.13. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. 21. LUMINARIES 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. 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATION WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NO. 5F15C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 23. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAPS IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 24. INSTALL RAISED BLUE MARKERS IN STREETS AT ALL FIRE HYDRANT LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS. 25. 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. 26. 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. 27. 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. 28. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 29. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY MAINTAINED. 30. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0' TO EACH SIDE OF APPROACH AND CROSS GUTTER. 31. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. 32. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE 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 SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE < APPROVED BY THE CITY ENGINEER. COMPACTION IS NOT BEING ATTAINED AND THAT THE c MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED ENGINEER'S REVIEW AND APPROVAL: THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE A. A LIST OF AGGREGATE AND ASPHALT SOURCES. IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY < SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED INCORPORATED IN THE WORK CONFORM TO THE BY THAT LOT SHALL BE REMOVED AND REPLACED WITH REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE BE NO OLDER THAN ONE (1) YEAR. REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE ATCD ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY THE CONTRACTOR'S EXPENSE. � N � rn ._ u TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE Q SUBMITTED WITH THE MIX DESIGN ALONG WITH THE 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE o 2 0-0 b ° SHALL BE DETERMINED BY: o THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE Q J i s Lrt AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE Q �- MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING = 00 "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND DEVICE IN THE FIELD, OR o � W W � w THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED S N �% B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR N a SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE LABORATORY TESTING. ZINC STEARATE MAY BE � m SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN SUBSTITUTED WITH PARAFFIN. m i MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. C CONCRETE MIX DESIGN. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE t TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT BROUGHT WITHIN TOLERANCE BY EITHER:s SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE BLADES, STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM P THE EXISTING EDGE OF PAVEMENT. B. REMOVAL AND REPLACEMENT, OR�s�� 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. Q TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. (� SHALL BE MET. 111ml I I I I 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 SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR 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. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER 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 SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK .......... WHICH ALLOWS UP TO 507, OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATMENT BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM TO 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 THE 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. 21. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. Know what's below. Call before you dig. LOT "E" 362 360 358 356 354 352 350 348 346 9+50 ADDLESTON LANE SEE SHEET 4 STA. 33+64.70, C.L. RUTHERFORD PARK AVE SCALE: 1" = 40' 20 0 40 80 40 10 cTA 1 z�nr, 11t; Cl %1�1 � LM � C, �� A I as] (PRIVATE STREET) STA. 30+77.34 C.L. TO STA. 33+64.70 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL O r o pip � r , �co o r NOT A �LO \ EASEMENT NOTE: AN EASEMENT GRANTED TO SOUTHERN CALIFORNIA AA GAS COMPANY FOR THE PURPOSE OF PIPELINES AND APPURTENANCES RECORDED MARCH 1, 1985 IN BK. 5738, PG. 2035, O.R. 1 j .- W m top\ ~ z 1 F- C9 to o LO � r7 th c9 t M j ULJ �, M i- = t� r U j- te Q u, mtmn e th _ r7 �, o 'n c�i n w W L J , ; x �' w q3 ; `� 3 m cam► W Ad W ac aL > 1 W U i 4 ! j cr ^ U ,= r) uj r• N u-; (� m N-� J N to U t.,.. 43 J ti et- d C[ C� J M �'- C9 W Z Q N Nit tto + j .1 t� }_ D+ �� cM U `` 1 Q t2 z .z d Q N PRO OSED t- a° �- w F- N m m -PROPOSE)w m i m m z¢ 1 E5 cl: In , rMES1_ WEST FL YYLINE c cn � g rQ S 0.25% ' S=_o.25� S=0.8 % ---- __ _- ------ -- - -- ------ -- -� - -- � APPROX. EXIST. EXISTINGf GROUND 0 C.L. WEST FLOWUNE 1 1 10+00 362 360 358 356 354 352 350 348 346 10+25 11 +00 12+00 13+00 14+00 15+00 e 362 360 358 356 354 352 350 348 346 16+00 16+50 362 \ 1 1 1 1 1 \ M - i m tV OO 1 1 - - - uO D` u to ����,!! to a M r7 H = M tD U � o or U u) r7 o t� M �+ J M _ v LA, C-'w w -;cDw � �w ��w iDw o �1 �3 � w � •- •= m r= , Q h N 1 h 43 i m _� .i ....t -{Z� �_� -U 4 as M m Qm _ C}Tla Q QF00 r- U LL- N C) + m + m + Zv W�+dn+ n- cr �' cl=+ + Q VX) aKt, 1 wQz�' LLJ C3(D;5 C3cDa Z Lil + - �imcncccn aamcn a��d LiwtrciwE- m��l LA! crn m m c ! PROPOSE u j m m ad m cn}- 1 EAST FLO INE S- .28% .S=-025% - - APPROX. EXIS1. EXISTING GROUND 0 C.L.EAST FLOWLINE 1 1 11+00 12+00 13+00 14+00 15+00 360 358 356 354 352 350 348 346 16+00 16+50 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 37.68' 23.45' 086'20'50" C2 25.00' 73.84' 264.94' 16913'08" C3 10.00' 7.95' 4.20' 045'34'23" C4 25.00' 39.27' 25.00' 090100'00" FOC TABLE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1 P.R.C. STA. 10+55.63 C.L., 15.00 RT. STA. 10+59.72 F.O.C. 351.20 2 E.C. STA. 10+63.59 C.L., 18.00 RT STA. 10+66.86 F.O.C. 351.28 3 B.C. STA. 12+45.17 C.L., 18.00 RT STA. 12+48.43 F.O.C. 351.79 4 P.R.C. STA. 12+53.12 C.L., 15.00 RT. STA. 12+55.58 F.O.C. 351.75 5 P.R.C. STA. 12+84.03 C.L., 15.00 RT. STA. 12+84.86 F.O.C. 351.75 6 E.C. STA. 12+91.98 C.L., 18.00 RT. STA. 12+92.00 F.O.C. 351.80 7 B.C. STA. 14+61.60 C.L., 18.00 RT. STA. 14+61.61 F.O.C. 351.37 8 P.R.C. 5TA. 14+69.55 C.L. 15.00 RT. STA. 14+68.76 F.O.C. 351.30 9 P.R.C. STA. 15+00.46 C.L., 15.00 RT. STA. 14+98.04 F.O.C. 351.22 10 E.C. STA. 15+08.41 C.L., 18.00 RT. STA. 15+05.18 F.O.C. 351.27 11 P.R.C. STA. 13+23.27 C.L., 15.00 RT. STA. 13+27.35 F.O.C. 351.72 12 E.C. STA. 13+31.22 C.L., 18.00 RT. STA. 13+34.49 F.Q.C. 351.76 13 B.C. STA. 14+58.35 C.L., 18.00 RT STA. 14+61.61 F.O.C. 351.45 14 P.R.C. STA. 14+66.30 C.L., 15.00 RT. STA. 14+68.76 F.O.C. 351.37 15 P.R.C. STA. 14+97.21 C.L., 15.00 RT. STA. 14+98.04 F.O.C. 351.29 16 E.C. STA. 15+05.16 C.L., 18.00 RT. I STA. 15+05.18 F.O.C. 351.34 LEGEND: LEGEND(QONT.)LEQEND (CONT.): CONSTRUCTION NOTES: ABBREVIATIONS R1-1 " FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T--19: O CURVE NUMBER FOR CURVE DESCRIPTION fl CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 N0-M, FL FLOWUNE POVC POINT ON VERTICAL CURVE _� R1-1 - STOP " 55-2 -END SCHOOL ZONE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS _ R6-1" -ONE WAY " � ITEM OF WORK - SEE SCHEDULE � CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-6 AND DETAILS. " CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER W31(CA) - END ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA)" - NO PARKING ANYTIME "WW114-2" - NO OUTLET 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE Q FACE OF CURB STATION - SEE TABLE ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION *R3-5R - RIGHT TURN ONLY "Wl-7* - DOUBLE ARROW 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R4-7" - KEEP RIGHT O R.S.P. ABBA-CASE A OR F - DETAIL 5" ON SHEET 5. " "W1-6" - SINGLE ARROW " " , BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(.CA) - BIKE LANE 3. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER £C END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "WI-1" - CURVE ARROW ® CONSTRUCT 6" CONCRETE CURB WITH 92" TOTAL CURB HEIGHT AND 6" C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. SECIICN UTTER REVEAL PER DETAIL 01" ON SHEET 5. ' PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE A ©PARKING AREA 6" THICK CONCRETE -SEE DETAIL "4" ON SHEET 5. - - P.O.C. POINT ON CURVE FC FINISHED CONCRETE STORM DRAIN MANHOLE - - INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT P/L PROPERTY UNE R/W RIGHT-OF-WAY 0 REFER TO SEWER & STORM DRAIN PLANS 2 O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME E.P. EDGE OF PAVEMENT A.P. ANGLE POINT SHEET WHERE SECTION IS SHOWN TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. F.O.C. FACE OF CURB C/G CURB AND GUTTER \ TYPE "A" CATCH BASIN REFER TO SEWER & STORM DRAIN PLANS P.A.F.L. PARKING AREA FLOW UNE ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 5. QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-22. S SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 5. ® EXISTING SURVEY MONUMENT t�! SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ®110 TRACT BOUNDARY 1Q CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-9. \ FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. �._ FURNISH & INSTALL STREET UGHT-9500 LUMEN PER mes UNIT BOUNDARY 11 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST-2. Know what's below. C.O.B.STD. ST-23.- ST-23.7 PARKING AREA - SEE CONSTRUCTION NOTE 6. 1 EXISTING SEE SOUTHERN C UFORNIARESSURE PIPEUNE TO BE PROTECTED GASS COMPANY NOTE ON SHEET 1. IN Cali before you dig. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. --L7- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ FURNISH & INSTAL. STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 5) 2 cv 0g vi 1 CA CJ �P Q LINE TABLE LINE BEARING DISTANCE L1 N65'32'23"E 96.11' L2 N80°05'43"E 95.62' L3 N65'35'11 "E 65.12' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 300.00' 110.68' 55.98' 021*08'17" C2 300.00' 54.29' 27.22' 010'22'08" C3 300.00' 164.97' 84.63' 031'30'26" C4 42.00' 204.39' 35.98' 278'49'47" C5 25.00' 73.84' 264.94' 16913'08" C6 25.00' 37.68' 23.45' 086'20'50" C7 288.00' 18.60' 9.30' 003'41'58" C8 10.00' 7.95' 4.20' 0453423" C9 42.00' 4.62' 2.31' 006*17'49" C10 37.00' 29.95' 15.85' 04622'43" C11 37.00' 26.54' 13.87' 041'06'08" C12 312.00' 111.73' 56.47' 020°31'03" C13 318.00' 119.54' 60.48' 021 *32'17" C14 10.00' 6.18' 3.19' 035'25'02" C15 500.00' 126.61' 63.65' 014*30'32" C16 475.06 34.28' 17.15' 004'08'07" C17 50.00' 20.42' 10.35' 023'23'43" C18 32.00' 21.97' 11.44' 039'20'34" C19 5.00' 15.71' INFINITY 180'00'00" C20 475.00' 4.89' 2.44' 000'3523" C21 5.00' 3.19' 1.65' 036'30'37" C22 5.00' 3.25' 1.68' 03713'57" C23 477.00' 13.43' 6.72' 001'36'49" C24 5.00' 3.22' 1.67' 036*52'12" C25 505.00' 58.58' 29.32' 006'38'48" C26 25.00' 39.27' 25.00' 090'00'00" C27 525.00' 111.73' 56.08' 0121138" C28 5.00' 3.25' 1.68' 03711'57" C29 5.00' 3.19' 1.65' 036'3235" C30 523.00' 14.88' 7.44' 001'37'49" C31 1.00' 1.58' 1.01' 09018'54" C32 495.00' 5.64' 2.82' 000'39'12" C33 5.00' 3.25' 1.68' 03713'09" C34 1.00' 1.86' 1.34' 106'30'33" C35 70.00' 14.45' 7.25' 011'49'44" C36 1.00' 1.57' 1.00' 090'00'00" C37 1.00' 1.52' 0.95' 087'03'00" C38 3.00' 4.26' 2.58' 081'20'41" C39 1.00' 1.57' 0.99' 089'40'47" C40 495.00' 57.38' 28.72' 006'38'30" C41 5.00' 3.19' 1.65' 036'31'24" C42 493.00' 13.88' 6.94' 001'36'49" C43 507.00' 14.43' 7.21' 001'37'49" C44 5.00' 3.25' 1.68' 037'12'39" C45 5.00' 3.19' 1.65' 036'31'54" C46 505.00' 5.76' 2.88' 000-39'12" PA 30' 30. STA. 10+71.48, F.L. i I UIci LL I Sj� 99x jD3�,BR�gk' z STA 7 0 D ' CENTER CUL-DE-SAC/ IT 8 l 1 F o .� gk �9 6•�' '' 5`�S PPR� $ 2 _..._. PER 360 358 Y Q W a 356 W a 354 352 350 348 346 9+00 360 358 Y 356 354 ` n: 352 350 348 346 9+00 P 1. 12' 18, i 18, 12' i I 5' 7' 6' 12' 12' 6' I 7' 5' i SIDE- LANDSCAPE PARKING LANE r LANE PARKING LANDSCAPE SIDE- WALK AREA W z w W i z AREA WALK I o o I I MAX' 29i v cn i U 2% 2% MAX. i 2% c� 2% i- 0.20' A.C. PAVING 0.45' AGG. BASE 0.50' COMPACTED SUBGRADE 0 95% REL. DENSITY. TYPICAL STREET S CTION A SCALE: 1"=10' q (PRIVATE STREET) WMSP EXHIBIT 4-19 TI=4.5 R=43 rs� 1 P P.R.C./END CURB & GUTTER, BEGIN P.A.F.L. & 6" CURB 5 I A. 1 U+Z4.41, G.L. STA. 10+13.15, F.L. STA. 10+11.74, F.O.C. /P.C.C. 11+40.10, C.L. 11+40.87. F.L. ADDLEST(A)"AN LANE (PRIVATE STREET) STA. 9+94.48 C.L. TO STA. 12+55.56 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 10+00 11+00 12+00 EASEMENT NOTE: ; AN EASEMENT GRANTED TO SOUTHERN CALIFORNIA AA GAS COMPANY FOR THE PURPOSE OF PIPELINES u AND APPURTENANCES RECORDED MARCH 1, 1985 IN BK. 5738, PG. 2035, O.R. �,' Q� ATr p Y Q�r z to ate+ -w Q _ z �r-o-'.r' 4V-. W Z`� BKOW W 5 P_oN�� o Oz --Q U sso 358 356 354 352 350 348 346 12+75 360 358 356 354 - 352 350 348 346 12+75 rr �, S•EE U(,eV ARK CQN �Ffi s/ ARD PtAAIS FLOWAGE AND DRAINAGE,^, EASEMENT PER FINAL �; Q MAP aj PRI Of FLOWAGE AND DRA1kA,GE EASEMENT PER DOC. \# 218151637 SEE DETAIL "C", --THIS SHEET / ;, J // � � �•' rr r- 7 H1GNGA sEE aGUtE PARK / c0"srRUCn O7REEr C N N 2 `' 9 c L,1vs tta Qe z M -ce 4 SCALE: 1 " = 40' 20 0 40 80 40 10 LEGEND: SEE SHEET 3. CONSTRUCTION NOTE: SEE SHEET 3. NOTE: FOR ADDLESTON LANE & RUTHERFORD PARK AVENUE- F.O.C. TABLE & MEDIAN TABLE, SEE SHEET 5. P 1 90' RIGHT OF WAY P 20' 20' 10' LANDSCAPE 20' 20' i DRIVE AISLE MEDIAN DRIVE AISLE I I 7.5' 5' 7.5' W W I W 7.5' 5' 7.5' i SIDE- SIDE- I LANDSCAPE WALK LANDSCAPE veil DSCAPE WALK LANDSCAPE I I AREA 2% AREA o �, o AREA 2% AREA I ( 2% MAX. 2% W 2% 2% I 1 L 2% MAX. 21k-_f MEDIAN TO BE BE PRIVATELY MAINTAINED. LIMITS OF PRIVATE STREET--_. ,I Do rr M a RUTHERFORD PARK AV! (PRIVATE STREET) STA. 30+77.34 C.L. TO STA. 33+64.70 C.L. SCALE: 1" = 40' HORIZONTAL t" = 4' VERTICAL 17 �� c' a: a J` 16 � CcLo W M -4 U U) c~n 15 (E) 24" SCG H.P. GAS PIPELINE 360 -I �- -- --� � OR - o 360 cfl ai ai ai of o 0 ". M M M M M M M M 358 > > > 358 50 00' > > w w w J ��` w '�` J GRID D ®C.L. VERT. CURVE w I w w w w w w w w w 356 N M �' � c" M M 356 mod- .d^ 04 0) O ^ 11 0000 cn m O O N r7 M M d -} + N N N M M M M N N M M M to M M 354 Ln > � M -- "' U C3 o: j 354 w m -'r: J Jr`�. J ci v �'•¢ ¢miQ- v9v�`�-��696 c�J L2 w w w c� �CD � r� `r ¢.cif¢- tLcio-� a 4icnaocna:cn cnmcnuiw 352 F r m> °> �'� N I 352 X CNI �� - j� CD r- �W _ h O J N w w + - - .}.- . -I. w 350 � �' > • M- - - a- 350 CR n: w v cn n: m cn 0 cri a , j cn � � `r'�i 348 _ 5.2.53% Lq 348 EXISTING S"0.68% 1 NOR FLOWLIN w .t w NORTH FLOWLINEJ CATCH BASIN NO. 20 346 STA. 31+86.66, F.L. STA. 32+27.66, ELEV. 348.04 346 NORMAL F.L. ELEV. 347.46 P.C.C. _ _ 344 DEPRESSED F.L. ELEV.=347.29' STA. 32+07.24, ELEV. 347.64' 344 30+50 31 +00 32+00 33+00 34+00 360 360 L 00 cq o Ln C> 358 , LO M ' tn W 358 50.00 > �; o V `RT. CUR > �' >: J J J - w WT CAD 356 �, M to 00 356 rn N co Y r + w �) + M j 354 " w w w N ± N M M M -W w 354 Cl>A PROX. E IST. w ,; w v "� v M v �c c� ¢ v m in En GROUND 0 C.L. 0c; 00 06 c ;5 O F o 1- W c a� N a- N;.CL�n 352 X + �, a -o: 352 to Cc Lq 00 + w_ _ 350 �% a "' > Q - - _)dL 00 350 > m c~n n: I! c. w � n8 n sr_2.% PRo OSED ;; ' 348 s=1.54q " j > 348 EXISTING LH LU SOUTH FLOWLINE CATCH BASIN NO. 19 346 STA. 31+86.98, F.L. a a 346 P.R.C.-MATCH EXISTING NORMAL F.L. ELEV. 347.69' STA. 31+72.20, F.L. DEPRESSED F.L. ELEV. 347.30' 344 P.OV.C. ELEV. 347.74 344 30+50 31 +00 32+00 33+00 34+00 14 1 LO.20' TYPE "B" A.C. PAVING ® C� jL 0.45' AGG. BASE 0.50' COMPACTED SUBGRADE 0 95% REL DENSITY. STREET SECTION n Know what's below. RUTHERFORD PARK AVENUE 4 SCALE: 1"=10' Call before you dig. (PRIVATE STREET) WMSP EXHIBIT 4-19.1 TI=4.5 R=43 EXPANSION JOINT AT SIDEWALKS. CONCRETE WALK6" WHERE OCCURS.. N FINISH GRADE 1.1 1 ,-I 8 MOTE: CLASS "B" CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE CONCRETE IN IN PARKING AREAS (SEE DETAIL 4 THIS SHEET) 9" DETAIL "1 " 6" CONCRETE CURB N.T.S. • V NRIC" MREmrMIN� • I � �� _j cn z PA w � Q a =10' LOT SIDE 'n I/ 5' SIDEWALK 7' � 5 DETAIL "2" TYPICAL CORNER N.T.S. I LOT SIDE 5' SIDEWALK P/L --- R=10' R=10' 5N O 6 15' �, �- P.A.F.L. q PRIVATE STREET - 2'1 6' DETAIL "3" TYPICAL BULGE N.T.S. PROPOSED J A. C. PAVING �. o SEE STREET Q �. CROSS SECTION o- 2% 2„ 0.50' TYPE "A" CONC.-� 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL "4" PARKING AREA FLOWLINE N.T.S. F' It mn W /2 6" CONCRETE CURB SEE DETAIL 1 NOTES: 1. AS SITE CONDITIONS DICTATE, CASE F CURB RAMP MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL "2". THE CASE OF CURB RAMPS USED IN DETAIL "2" DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 3. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 4. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-2". 5. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 9% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. 6. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL. 7. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'--0" OF WIDTH. 8. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. A 4'--0" WIDE DETECTABLE WARNING SURFACE MAY BE USED ON A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE REQUIREMENTS IN THE STANDARD SPECIFICATIONS. 9. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. 10. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 11. DETECTABLE WARNING SURFACES MAY HAVE TO BE CUT TO ALLOW REMOVAL OF UTILITY COVERS WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH AND DEPTH. TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. wo SIDEWALK 1.5% MAX N R, a FRONT ED BE r OF SIDEWI 6" TY' c� zQ zw 000000 000000 000000 000000000000 RETANNNNt at Q °o°o°oo CURB (B( CL°o°o°o°o 0000 000ori ¢ m 000oo000 SIDES OF 0000000000 0o RAMP) 000000 00000 0000 0 e 4V-2- MIN.. \SEE NOTE 8 A CASE F GUTTER FLOWLINE TOP OF RAMP 4' -._2" MIN ROUNDED 71 _ _ _ _ 1.5% MAX 7.5% MAX `SEE NOTE 7 SECTION A -A 37E ,LK ►TH O O (0 x 0 1.67" TO 2.35" © 0 (0 0.45" o CENTER TO CENTER 0 0 (9) TOP DIAL-_� SPACING 0 9» RAISED TRUNCATED BASE DIA DOME PATTERN (IN -LINE) DETECTABLE WARNING SURFACE (SEE NOTE 8) RAISED TRUNCATED DOME TYPICAL CURB RAMP -- DETAIL "5 IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A SCALE: NONE NOTE: • CASE "F" CURB RAMPS TO BE USED ON ALL LOCAL STREETS. FOC TABLE - FOR SHEET 4 REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1 P.R.C. STA. 10+46.67, C.L. 18.00 RT. STA. 10+41.04, F.O.C. 351.38 2 P.O.C.-GRADE BREAK STA. 11+40.08, C.L. 18.00 RT. STA. 11+39.30, F.O.C. 350.44 3 E.C. STA. 11+59.45, C.L. 18.00 RT. STA. 11+59.45, F.O.C. 350.16 4 B.C. STA. 12+49.77, C.L. 18.00 RT. STA. 12+49.77, F.O.C. 348.90 5 UNIT BOUNDARY -MATCH EXISTING STA. 12+55.56, C.L. 16.15 RT STA. 12+55.56, F.O.C. 348.78 6 E.C. STA. 11+66.59, C.L. 15.00 LT. STA. 11+65.78, F.O.C. 350.02 7 E.C. STA. 11+73.73, C.L. 18.00 LT. STA. 11+73.73, F.O.C. 349.98 8 UNIT BOUNDARY -MATCH EXISTING STA. 12+55.56, C.L. 18.00 LT. STA. 12+55.56, F.O.C. 348.82 9 P.C.C. STA. 32+74.05, C.L. 25.00 LT. STA. 32+70.05, F.O.C. 349.84 10 P.R.C. STA. 32+79.19, C.L. 25.00 LT. STA. 32+74.93, F.O.C. 349.94 11 P.R.C. STA. 32+82.32, C.L. 24.01 LT. STA. 32+78.12, F.O.C. 350.01 12 P.C.C. STA. 32+85.49, C.L. 23.00 LT. STA. 32+81,37, F.O.C. 350.07 13 E.C. STA. 32+99.58, C.L. 23.00 LT. STA. 32+94.80, F.O.C. 350.36 14 B.C. STA. 33+04.70, C.L. 23.00 LT. STA. 32+99.93, F.O.C. 350.46 15 P.R.C. STA. 33+07.70, C.L. 24.00 LT. STA. 33+03.14, F.O.C. 350.53 16 E.C. STA. 33+10.70, C.L. 25.00 LT. STA. 33+06.36, F.O.C. 350.60 17 P.C.C. STA. 32+79.63, C.L. 25.00 RT STA. 32+84.95, F.O.C. 349.99 18 P.R.C. STA. 32+82.51, C.L. 23.99 RT STA. 32+88.20, F.O.C. 350.05 19 P.R.C. STA. 32+85.35, C.L. 23.00 RT. STA. 32+91.39, F.O.C. 350.11 20 E.C. STA. 32+99.58, C.L. 23.00 RT STA. 33+06.27, F.O.C. 350.46 21 B.C. STA. 33+04.70, C.L. 23.00 RT. STA. 33+11.39, F.O.C. 350.50 22 P.R.C. STA. 33+07.70, C.L. 24.00 RT. STA. 33+14.61, F.O.C. 350.56 23 E.C. STA. 33+10.70, C.L. 25.00 RT_j STA. 33+17.83, F.O.C. 350.63 2" SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN 5214FP14 A850SRLED NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DET. ST--23. MEDIAN TABLE RUTHERFORD PARK AVENUE REF. NO. DESCRIPTION CL STATION & OFFSET T.P. ELEV. TOC ELEV. 24 B.C. STA.31+43.62 C.L., 5.43 LT. 348.23 349.06 25 P.R.C. STA.31+44.82 C.L., 6.49 LT. 348.20 349.03 26 E.C. STA.31+59.17 C.L., 5.00 LT. 348.12 348.95 27 B.C. STA.31+63.74 C.L., 5.00 LT. 348.09 348.92 28 E.C. STA.31+64.74 C.L., 4.00 LT. 348.10 348.93 29 E.C. STA.31+64.74 C.L., 4.00 RT. 348.21 349.04 30 B.C. STA.31+63.79 C.L., 5.00 RT 348.24 349.07 31 E.C. STA.31+48.53 C.L., 5.79 RT. 348.40 349.23 32 B.C. STA.31+45.43 C.L., 3.39 RT. 348.38 349.21 33 B.C. STA.31+74.75 C.L., 4.00 LT. 348.03 348.86 34 P.R.C. STA.31+75.76 C.L., 5.00 LT 348.01 348.84 35 P.R.C. STA.32+33.72 C.L., 5.00 LT. 348.97 349.80 36 P.C.C. STA.32+33.72 C.L., 5.00 RT 349.08 349.91 37 P.C.C. STA.31+75.71 C.L., 5.00 RT 348.08 348.91 38 B.C. STA.31+74.72 C.L., 4.00 RT. 348.10 348.93 39 P.R.C. STA.32+73.72 C.L., 5.00 LT. 349.86 350.36 40 P.C.C. STA.32+79.42 C.L., 5.00 LT. 350.01 350.51 41 P.R.C. STA.32+82.48 C.L., 6.01 LT. 350.02 350.52 42 P.R.C. STA.32+85.49 C.L., 7.00 LT 350.02 350.52 43 E.C. STA.32+99.58 C.L., 7.00 LT. 350.31 350.81 44 B.C. STA.33+04.70 C.L., 7.00 LT. 350.41 350.91 45 P.R.C. STA.33+07.70 C.L., 6.00 LT. 350.49 350.99 46 E.C. STA.33+10.70 C.L. 5.00 LT. 350.56 351.06 47 B.C. STA.33+22.70 C.L., 5.00 LT. 350.88 351.38 48 B.C. STA.33+22.70 C.L., 5.00 RT. 350.89 351.39 49 E.C. STA.33+10.70 C.L., 5.00 RT 350.54 351.04 50 P.R.C. STA.33+07.70 C.L., 6.00 RT. 350.50 351.00 51 B.C. STA.33+04.70 C.L., 7.00 RT 350.45 350.95 52 E.C. STA.32+99.58 C.L., 7.00 RT 350.35 350.85 53 P.C.C. STA.32+85.35 C.L., 7.00 RT 350.07 350.57 54 P.R.C. STA.32+82.36 C.L., 5.99 RT. 350.08 350.58 55 P.R.C. STA.32+79.42 C.L., 5.00 RT. 350.10 350.60 56 P.C.C. STA.32+73.72 C.L., 5.00 RT. 350.01 350.51 30" 15" RADIUS 1GHT BASE 6" SLAB SEE C.O.B. STD ST-23 (4)Wx18"x3" z! ANCHOR BOLTS (4) 1/2" x 18" x 3" zt ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE STREET LIGHT - DETAIL 116" SCALE: NONE Know what's below. Cal before you dig.