Loading...
HomeMy WebLinkAbout1.1-6874 Ph 1 & 2j, .. (STREETS A.C.PAVING I.. a ; ALLEYS)AGGREGATE I III IIIIII IIIII I �rti IIIIIII II III IIIIIII I � • � I• IIIIIII III III IIIIII I I � �, II III III II � „' r I III BASE, CLASS 2 II ]]Ajj II I IIIIIII I I a', a EXCAVATION/SUBGRADEPREP ROADWAY IIIII MIIIIIIII ll�lll , II IM IIIIII I� ICI # CURB Y CUTTER *I • i 1 I I III IIIII IIIIII..... II � II I SIDEWALK �I� ._. } I# } r • ' IF III! •' * .. # �� i i i' , ,DRIVEWAYS (6" THICK) ,HANDICAP RAMPS (ADA/TITLE 24/CALTRANS) STREET NAME SIGNS '[L TRAFFIC CONTROL SIGNS W I INTERCONNECT CONDUIT PULL -BOX �TRAFFIC SIGNAL INTERCONNECT CONDUIT 1SURVEY MONUMENT & ENCASEMENT - ,MEDIAN f f ,,, ,..I�I�I�III� #■IIIII #. WANksm y• ,r• COLLECTORS - 3,r, LOCALS - ' M I - _ CURB AND GUTTER TYPE " " NTH L DW - DRIVEWAY -12 - STANDARD CHNN LINK fflVff FL - FLOWIJNE 1 _ S TA A VA RD ChAIN L INK GA 7ES " " BCR - BEGIN CURVE RETURN - STANDAhD CATCH BASIN TYPE PI - POINT OF INTERSECTION _ STANDARD CURB RAMP _ STANDARD STREET� BEGIN CURVE _MEDIAN VC _ POINT OF INTERSECTION VER11CAL CURVE 1 _ STANDARD S7REET LIGHT " - POINT ON VERTICAL CURVE ST-9 - STANDARD RESIDEN17AL CROSS GUTTERS BVC - BEGIN VER11CAL CURVE . ! _ END VERTICAL CURVE AND PULL BONES PRC - POINTWRING OF REVERSE CURVATURE T 1 - STANDARD STREET SIGN (POST TYPE) P - POINT OF COMPOUND CURVATURE N OTESO 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTIUTIES EXCEPT AS SHOWNION THIS MAP. 2. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU11ONARY MEASURES PROTECT THE U11LITY LINES SHOWN AND ANY OTHERLINES NOT OF RECORD Of T SHOWN Ri TOWING. 3. ENGINEER SHALL NOT BE RESPONS]Bff FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMA11ON OR DATA. 4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 811. R THIS JECT. CONTACT THE CONSTRUCTION DIVISION AT (661) :.# # AT LEAST WORKING DAYS PRIOR f. iTO REQUIRED # DESIREDi START iIF CONSTRUCTION 1 ■ 1 APPOINTMENT #O f PRE -CONSTRUCTION fyf CONFERENCE. STORM6. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY NTH THE, TERMS OF THE GENERAL PERMIT TO DISCHARGE WATER ASSOCIATED CONSTRUCTION ACTIVITY f,',,. ORDER 2009-009-DWQ AS AMENDED ' D IF''' BY Oft try AND ORDER 006►)) MUST BE FILED WITH STATE WATER RESOURCESfBOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPUANCE WITH THE GENER PERMIT '.,f REQUIRES jIF k a■ WATER POLLUTION PREVENTION PLAN } '!#! 1► PREPARED, CO D ! i f,' IDENTIFICATIONCARRIED OUT, AND ALWAYS I F FOR PUBUC INSPEC11ON DURING NORMAL WASTE DISCHARGE `) NUMBER CONSTRUCTION HOURS. 5FI5098�&q HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. 7. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. Y ! SEE SHEET j 21 - v J I (L MUSA GROVE AVENUE SEE SHEET j 19 33 i 89 74 73 4 2 i 88 75 i 7 4 31 i i 7 7 i 71 5 i 30 i 70 51 i PLOT C lwq i 6 77 i 29 iLd 1 i V,CD I x i 52 i 2 5 78 w 7 5 LIJ 7 v} i i ZE 3 7 54 i 2 cn i 2 i 2 �ij 5 i i i i24 SEE SHEET # 17 LIME GROVE DRIVE65 56 i 64 57 2 0 91 92 93 94 95 96 97 MANGO GROVE WAY i 3 58i SEE SHEET # 1 i 105 104103102 101 1 2 59 22 1 6 1 _ CD SEES 13 106 51 1 11 12 13 1 15 1 17 18 1 2 1Im LWLi i t i 95 97 98 99 100 101 102 103 104 8 7 6 5 94 Uj `n Uj L I_ _ i co • = SEE SHEET # 11 f i 3 - 92 91 90 89 88 87 86 85 84 1 2 3 4 i w >-- i� i iL,,PHASE TWO Uj 71 72 7 7 75 7 77 7 7 1 2 3 70 =3 rPEACH GROVE LANE SEE SHEET 6 _ _ _ 68 11013 12 11 10 9 8 7 6 5 4 3 2 1 6 i 1 15 16 17 18 19 20 21 L66j -J i SEE SHEET j 8i f -=x 65 -- 29 28 27 26 25 24 23 22 64 i G - i <, 63 30 31 2 33 34 35 36 37 105 62 i DRILL ISLAND 61 KIN MEADOW COURT ai _ SEE SHEET # 7 f 5 44 43 42 41 40 39 3 5 5 0 51 52 53 sN-AL_P_A , _1 ZONE DI p r CARAMBOLA PLACE ZONE- l ' SEE SHEET # 5 f 31FNG LTA cos i SUmp SUP 10 107 7 56 55 54 INDUSTRIAL LOT SEE SHEET # 27 • ># SEE SHEET4 ROAD TRACT BOUNDARY CCU 0, Em PHASES ONE AND TWO TO BE CONSTRUCTED USLY. THE DEVELOPER/ENGINEER f f' ACKNOWLEDGES 7 COMPLETION WILL BE ISSUED FOR ALL NOTED PHASES TO BE CONSTRUCTED SIMULTANEOUSLY. VICINITY MAP TRACT No. b874 HMA3ES 1-2 CONSTRUCTION PLANS TREET L ANS AND PROFILES SHT. NO. SHEET DESCRIPTION 1. 11TLE SHEET 2. TYPICAL SECTIONS AND NOTE SHEET 3. NOTE SHEET 4. APRICOT GROVE WAY 5. CARAMBOLA PLACE 6. PAPAYA GROVE DRIVE ♦ KIWI BANANA CWSTER AVENUE 9. PEACH GROVE LANE 10. BLISSFUL MEADOW WAY 11. LEMON MEADOW PLACE 12. CITRUS8. 13. PASSIONFRUIT DRIVE . SUNSHINE GROVE DRIVE 15. MANGO GROVE WAY • OLIVE WOOD DRIVE 17. UME GROVE AVENUE 18• ORANGE GROVE DRIVE MUSA GROVE AVENUE 20. PEAR MEADOW WAY 22. RELIANCE19. ; ♦18+00.00) RELIANCE23. I ; 18+00.00 TO . 29+00.00) ♦ RELIANCE DRIVE• ;36+33.62) 25. BERKSHIRE ROAD STRIPINGINTERCONNECT CONDUIT 26. REUANCE DRIVE STRIPING PLAN ♦ McCUTCHEN ROAD • • s 36+46.85) STRIPING PLAN 29. McCUTCHEN ROAD MEDIAN PLAN ♦ McCUTCHEN ROAD • •85 TO r 42+63.58) BENCH MARK SET. i OF CONCRETE MONUMENT ATCA MCKEE INTERSECTION OF STINE ROAD AND OAD Is BENCH MARK USED: f T STATE CONCRETE IN L.H. STINE ROAD ■ a i TAFT HIGHWAY k mil THESE PLANS AND SPECIFICATIONS WERE, PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. AM RESPONSIBLE ALL r a AND DRAWINGS ON THESE PLANS r AND ANY ERRORS, rR .r VIOLATIONS` CONSTRUCTIONORDINANCES " STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING R REFLECTED ON CORRECTEDTO THE CITY ENGINEER. 7 - 2_/ --- 2- Z y . IIR Mr yR.C.E. 55102 IN ACCORDANCE WITH THE C•NDITIONS OF THE VESTING TENTATIVE MAP, IMPROVEMENT REVIEWED BAKERSFIELD PUBLIC WORKS DEPARTMENT. APPROVED wM O IMi. GREGG R. #► y r DIRECTOR,*UBLIC WORKS "' i• CITY OF ar y r SFIELD REVIEWED BY: LUIS A. ASSISTANT iPUBLIC WORKS DIRECTOR, R.C.E. • CITY OF y •` I ,0112-120-z-z DATE REVIEWEDcl/ 3 V/ zp )..L , DATE TRAFFIC ENGINEER, • . CI 0 AKERSFIELD THE BENCHMARK USED FOR TR 6874 IS THE TOP OF STATE HWY CONCRETE PG. 35 NTH OR AN 346.16 DATUM. BENCHMARK USED FTHE CITY WASTEWATER TREATMENT PLANT 3 EXPANSION PLANS IS THE BRASS CAP ON NORTHERLY END OF THE HEADWALL AT THE SW CORNER OF TAFT, HIGHWAY AND GOSFORD RD MARKED P1157 RESET 1992 NAVD88 WITH AN ELEVATION O O'.. 344.10. .. 0TO ADJUST ELEVATIONS T FROM SMITHTECH DATUM TO C.O.B. BASIS OF BEARINGS _TAIE i =„ ALONG # SOUTHWEST DATUM CENTERLINE OF GOSFORD ROAD, AS SHOWN ON RECORD OF SURVEY BOOK 23, PAGE 56, FILED IN THE KERN COUNTY SURVEYOR'S OFFICE WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION BEING A PORTION OF THE SOUTHWEST QUARTER OF SEC11ON 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT OF THE SURVEY OF THE SAID LAND, RETURNED TO THE GENERAL LAND OFFICE BY THE SURVEYOR GENERAL. Know what's below. ' ! #M ••!, 1. CONTRACTOR SHALL FURNISH ALL MATERIALS TOOLSLABOR EQUIPMENTSUPERVISION INSTALLATION. 2. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED II I ' HORIZONTAL DISTANCEI LINES. VERTICAL AND HORIZONTAL EXCAVATIONCONTRACTOR AHEAD OF ANY IFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIESI CONFLICTTHE EVENT A ISTS THE ENGINEER SHALL BE NOTIFIEDIN ORDER TO REDESIGNI IF RELOCATION OF EXISTINGI I IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED INSTRUCTED RELOCATION. IF REDESIGN ALIGNMENTOF THE I ADDITIONAL I , PIPE REVISION IN THE EVENT A UTILITYIS DAMAGED THE CONTRACTOR SHALL • ALL EXISTINGr GUTTER, SIDEWALK, CROSS GUTTER, FENCES, REMOVED,) THAT ARE DAMAGED, UNDERCUT AND/OR THAT DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS SHALL BE REPAIRED DIRECTEDTHE CITYENGINEER. 4. ALL EXISTING ING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELDING ST-11, EXCEPT AS NOTED ON PLANS. 5. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE NTH THE REQUIREMENTSII IBAKERSFIELD AND CALTRANS STANDARD SPECIFICATIONS. 6. THE FOLLOWINGI I I . PREVIOUSTHE STANDARDS BELOW ARE FROM THE ST-3 STANDARD COMBINATION I MEDIANTHE STANDARDS BELOW ARE FROM THE CURRENT ADOPTED STANDARDS ST-1 STANDARD CURB AND GUTTER ST-2 STANDARD ST-5 STANDARD COMBINATION I SINGLEST-7 STANDARD I RESIDENTIAL "A" ST-10 STANDARD CURB RAMP ST-13 STANDARD STRUCTURE SECTION ST-20 STANDARD SYMMETRICAL ST-21 STANDARD STREET KNUCKLE REQUIREMENTS ST -1 SPECIFICATIONS ST-22 STANDARD SURVEY MONUMENT ST-23 STANDARD TYPE 15 POLE 1 STANDARD PULL BOX «�COMBINATION UTILITYST-23.3 STANDARD NON -METERED ST-23.4 STANDARD BADGE NUMBER STREET LIGHT TRAFFICST-23.5 STANDARD BADGE NUMBER I L LIGHTST-23.6 STANDARD STREET ING TYPICAL- PROPOSED ST-23.7 STANDARD STREET LII SUBDIVISION I IDETAILS CONDUITT-29 STANDARD REQUIREMENTS 1 STANDARD TRAFFICI INTERCONNECT PAVING7. PAVEMENT: I . r rr • TYPEB" ASPHALT CONCRETE OVER AGGREGATE BASE OVER RELATIVE O.G.TO BE COMPACTED TO 95% IC.O.B. . LIGHTS8. STREET LL MATCH THOSE EXISTINGIN THE VICINITY. 9. I r} CURB AND GUTTER, PER C.O.B. STANDARD 1, ON ALL STREETS UNLESS OTHERWISE NOTED. 10. I ' COMBINATION SIDEWALK' COMBINATION SIDEWALKARTERIAL UNLESS OTHERWISE NOTED. 11. CONSTRUCT HANDICAPI I I 1. 12. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER LATERAL. 13. INSTALL ADDITIONAL1/2 PULL BOX FOR STREET LIGHTS AT P.G.&I I. 14. ALLL_ INSTALLED ON A GRAVEL BED A MINIMUM" THICK. 15. " BELOW PAVEMENT GRADE. WORKING16. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 I 1. 1. WARN ISIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITHISERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR ROADSIDEI INSTALLED PER STD. T-19 SHALL BE LOCATED WITHINI " FROM BACK. • AN OPEN STREET PERMIT SHALL BE OBTAINEDI IPUBLIC PERFORMED WITHIN ISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, SECURITYENGINEER'S I IN THE RIGHT-OF-WAY AND II ISSUANCE OF THE PERMIT. MATERIAL21. AGGREGATE BASE: A) AGGREGATE BASE I CONFORMINGSECTION• I ICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION" ". AGGREGATE BASE MATERIALFOR LOCAL ROADWAYS SHALL BE EITHER MISCELLANEOUSI -2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC CONSTRUCTION, LATEST EDITION. FURNISHEDB) AGGREGATE BASE SHALL BE IN ACCORDANCE WITH, THE STANDARD SPECIFICATIONS FOR I ION AND THESE DETAILED SPECIFICATIONS. WITHINGRADED TO ITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITYIN ACCORDANCE I . �HALL FINEIN ACCORDANCE WITHPLANS, REQUIREMENTSCITY II I . B) SUBGRADE SHALL BE GRADED TO WITHIN IMAXIMUM DENSITYI . 23. ANY TRENCHING ILLED & COMPACTED PER CITY STANDARD DETAIL. « COMPACTION TESTS SHALL BE THE RESPONSIBILITYREQUIRED DETERMINEDSHALL BE I ENGINEER. PRIOR25. ION WITHIN PUBLICIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION GIVENSHALL BE I . LIGHT26. STREET I IES SHALL BE SOLID STATE LIGHTEMITTING IODE WITH TWISTL(ORIENTED REQUIREMENTSSHALL CONFORM TO THE LATEST ITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS ST-23 THRU S. . 27. CONTRACTOR L. COORDINATE NTH LANDSCAPE CONTRACTOR TO INSTALL CONDUITSI . RAISED28. INSTALL IN STREETS AT ALL FIRET LOCATIONS PER FIREREQUIREMENTS. 29. INSTALL W-31(CA) SIGN WITHI IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REM OVE AND SALVAGE THE SIGN. PRIOR30. ING, THE DESIGN ENGINEERI ITIONS REMAIN THE SAME AS SHOWN I THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISEDICITY FOR PRIORAPPROVAL 10 DAYS I . 31. ANY'ITEMS IN PUBLICIPUBLIC WILL REQUIREIING AND/OR,�UPGRADING AS PER CITYI. PUBLIC32. NO INSPECTION I IN THE UNDEDICATEDIN THE PROPERTY UNTIL A SUBDIVISION PERMITOBTAINED. RETURNS, STREET SIGNSI INSTALLED AT THE EXTENSION MAXIMUMTHE NEAREST LOT LINE TO WffRE THEY ARE SHOWN HEREIN. 34. I BEHINDI LK WHERE THE MAXIMUM SLOPEI IENGINEER CURBINGIND THE SIDEWALK OR. OTHER METHOD TO PREVENT EROSIONSIDEWALK. Aj;a E P S F I E I TRACT �lo� b"�74 PHASES 1-2 R,W � i, FLR,W cul S UTI U N HL A INS 4:1MAX '°, 20' *' 20' "'°' 4.AX. STREET PANS AID HHUFILES • 'B & GUTTER WITH u STANDARD a SIDEWALK PER CITY STANDARD D F•i r IO C. .': = ttl=ltl=tll�tll =l 1�lfl,® iff�lf!"`! � iiI it l �'��-;=' ttl != 1!1 '•.'°:�:: lfi`!il�fi T.I. r TYPE }! A.C. OVER } CLASS II AGG BASE OVER ' O COMP. O.G. GUTTERMAXIMUM CROSS FAH TO LOW SHALL BE r r ►OM HIGH GUTTER PLAN } WALL FOOTING FE R/W FL SEE PLAN SHEETS y 9 f } t( r BLOCK r } f s r } w ® / E R/W FL 2' WALL FOOTING CROSS FALL TO fi e�IIi _ } } OT EASEMENT ODMAXIMUM -f LOW GUTTER SHALL BE •' . STANDARD} I i - " ttl=tlytlt =tli= "0 f } } BLOCK WALLSTANDARD PER I it Alt �� 5.5' I _\ o 27. 2% MAX. �- i1= lit �liTilzz1:1: li1 4 COLLECTOR RELIANCE DRIVE m 11i 1!1 ifi • N.T.S. 0,4�1 MAXIMUM CROSS FALL TO I CROSS SECTION LOW GUTTER SHALL BE 0.5 s • R-VAL SLOPE FROM HIGH GUTTER SEE PLAN SHEETS } TYPE 'A' OVER } CLASS II > > r BASE OVER .1 aO.G.N.T.S. U) ADDITIONAL, D 1. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE y y r PLANS r R r R y PARKS ,.. y w DEPARTMENT. r � 2. 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 TO EACH SIDE OF APPROACH y u. aD CROSS GUTTER. CURB OF MEDIAN OVER EACH CONDUIT LOCATION. _FOOTING EASEMENT 6' BLOCK WALL - FROM HIGH S 1 r CROSS AGG BASE RS 'COMP. UMMILU OT UIT LNUNLLK MEDIAN . . . . 41 MAX. - 2% MIN. 3 ARTERIAL - McCUTCHEN ROAD • • ' A.C. OVER 0.95 .. . OVER .1'O.G. FROM • • mim S Rf beforeKnow what's belowN AW uall STANDARD NOTES (CONT.) 35. IF THE PROJECT IS SUBJECT TO 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 ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.2009--4009-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) NUMBER: WDID 5Ft5QPI? HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 36. 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. 37. 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. 38. 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 CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 39. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS. IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL, AND MAINTAIN CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WfHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. 40. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS", OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: -IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC SAFETY," OF TflE STANDARD SPECIFICATIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE STANDARD SPECIFICATIONS. IMMEDIATELY AFTER ANY CONSTRUCTION OPERA IONS WHERE TRAFFIC DELINEATION IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DELINEATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS". PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE SPECIAL PROVISIONS. PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SEC11ON 95--2.04 OF THE STANDARD SPECIFICATIONS. 41. ANY PUBLIC 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. ASPHALT CONCRETE PAVING TESTING. NOTES: 1. SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). 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 SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY 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 ENGINEER'S REVIEW AND APPROVAL: 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 DEVELOPER 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 SHALL 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. 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 ABOVE SHALL BE USED. 12. 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. 13. 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 AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. 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. 14. 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. 15. 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. 16. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967a, 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. 17. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. 18. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 19. 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 ENGINEER. 20. 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 50% OF THE, VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 21. 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 THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE 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 PLACE 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. 22. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND THE GUTTER LIP AND A DEPTH OF 12". TRENCHING NOTES: 1. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD ST-12 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-12. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 2. BRACING_ AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 3. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (907o) UP TO THIRTY INCHES (30") FROM FINISHED GRADE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED OF, BY ANY LEGAL MEANS AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN -SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL --SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907o) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL . TESTING AND QOMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (907) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT--SEAL, 1N A GROOVED FOUNDATION. Know what's below. Cal I before you dig. 1 � o ..J W LO m c' ca W FLOVA.INE CURVE DATA © � m N .,z NUMBER DELTA RADIUS LENGTH TANGENT �„) .cz w .-� _,.� to an c� ad CC -`J Q,. 89'59'41" 30.00' 47.12' 30.00' �"' `` a v 3 '� V 9040619" 30.00' 47.13 30.00' SEE S EET 2 " rci -F Y c.� , o cd SEE SHEET 5 Q 90'00'00" 20.00' 31.42' 20.00' EX ,rE ,,,, �..I �R I17N ! Q `, o 9 n� w © I; "I AI on f I on fI NOTES: -0 INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 24 FOR INTERCONNECT DETAIL) FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES, INSTALL ONE 1 1/2- SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w/THERMOPLASTIC PAINT PER CALTRANS STD, SPEC. PTH-02ALKYD �k SEE DETAIL 1 ON THIS SHEET SCALE: .. i W1-7 w/OM1-3 MARKER SEE SHEET 27 � M Q a "� M M U U �a U_ Cm9 Cm.� Y tom? W ` � j °° C, W W to tWi.l m U Q o cn .... o ± o+ SEE SHEET 5 OW �U � ._J ,¢ tl. U �26'DW ~�26'DW NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2. APRIC01 GROVE WAY PHASE 1 SCALE: HORIZ. 1" = 50' VERT. 1 " = 2' 10 11 12 13 RESTRICTED ACCESS DETAIL PAINTED YELLOW 8* VADE PER C.O.B. STD T-15 I }' C) U cl- , C> a -_ C1 N00'59'15"E 23.00' McCUTCHEN ROAD REMOVE RESTRICTED ACCESS WHEN MEDIAN IS CONSTRUCTED. 1 DETAIL .� SCALE: 1" = 30' RESTRICTED ACCESS CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT C1 117'41'14" 2.00' 4.11' 3.31' C2 90W00" 2.00' 3.14' 2.00' C3 179'5959" 0.25' 0.79' 93455.96' C4 27'40'54" 47.50' 22.95' 11.70' LEGEND: o STD. Cl TY SUR VEY MONUMENT PER C. 0. B. STD ST--22 (TO BE CONS OR EXISTS AS NOTED STD. STREET LIGHT — 5800 LUMEN PER C.O,B. STD S1-27.1 TO ST-27.7 STD. STREET LIGHT — 9500 LUMEN PER C.O.B. STD ST 27.1 TO ST-27.7 + STD. STREET NAME SIGN (METRO) PER C 0. B STD T 1 -f - STD. CITY STREET NAME SIGN PER C O.B. STD T-1 STD. CURB RAMP PER C. 0. B STD ST-10 =4-- � DRI VEWA Y PER C.O.B. STD ST 7 -� TRAFFIC CONTROL SIGN PER C.O.B. ST PT. RADIAL TO CENTERLINE STA TION — AS NOTED -ir TYPE "A " CA TCH BASIN PER C. 0. B. STD ST-14 -tt- STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES PER C.O.B. STANDARD. ___33 7�- 4i--' 353 1 ! I 352 00 352 �� • 93o ___351An— EX. GROUND @ CL _ 3__ __350 50 349_ _ 349 348 _._ _ _ i 42' 348 -- - M N k..._._.....__�__________.L___ ._._�...._.._„____. ..®._._._.. _ .v._�____.___ �_v_...__._...�._..�_ _. �__._� _ _____�___w___._ 00 �. 347 1 m ,1 � I 347 I U_ m W 353 LO 353--__ 351 I I J 352 -__°ry`u g EX. GROUND @ CL I 351 --- ------ 350 __350 34 348 EAST � FL0 � LfNE .� 3; z� 34a 347 � i _ — � I � ac � I� 347 9 J 349 _ICI _ _ �7 N N N O o N F-- 0 N Ozoocv U O d- z r IN Q J WvI- 00 0 e�— P. w 0 NW w m Q � � beforeKnow what's below. Cal I ; CITY RECORDS NO: 1� b� _> tJ N P N N o ca m a 0 ti FLOKINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 90*00'00" 35.00' 54.98' 35.00' 44"24'55$1 35.00# 27.13' 14.29011 134-2455" 1 42.00' 98.53' 99.95' 901100,00" 20.00' 31.42' 20.00' (55 22-25 p 35 " 35.00' 13.70' 6.94' 6 119*15'49" -1 84.00' 174.85' 143.36' (35 * 15P21" 84.00' 22.86' 1 11.500 ^7) SCALE: 1 = 50' 50' 25' 09 50' 100 0 C) 00 LLJ C) m cr� Uj C.D C" U 14- c6 C�l C) CcS L LO CL + m CID 58 SEE SHEET 6 C14 NcO C.> C:) BC FL 347.40 10 120 1 1 120 M01 (:),j M CL C5 LO ca C) co iRml U _14: f'_ m —1N z15 cz) aj ci 5 PRC FL 347.37 1 + C1 00 Ci U13 4m C14 14- 00 -f- 5 N CN -f- 4 + + ff) _+W 7 Q.4i I V) v CONTRACTOR TO CONCRETE --- 15.5 C�) C�) C>� Z-) 15$.515.5' FROM CURB TO BLOCK WALL I I - * ------ 0. S.D., 118" 46 47 mLq CLOS 48 49 0i ci 50 51 P. Ty . 1521 a S.D. Typ. N TYR TYR C14 N C'; I Q__ §E R/W /-R/W n r 10+00.00 18 " S.D. L CD C-4 ---------------------- I 11+85.10 --------- a-y-, - - -;.A - :�_- S 89*00'45" E 13 FL S 89*00'45" E 11 5 c=, C4 6" SEOVER ' t 1 12 00 ci 6" SEWER KJ1.74 FL CF� SUMP 4 LOT A R/W SEE 6874 SEWER 1' PEDESTRIAN R/W 107 710 15.5'15.5' JC4 PLANS FOR SUMP EASEMENT 108 57TYR 4 DETAIL PER FINAL MAP cn ZI Q, 10 20 10 56 C10 rz c) CN CIR 00 SEE SHEET 4 cR co co CN CN 6' BLOCK WALL (SEE WALL PLANS) j "d- c-Ij a::: rn L__A_ I U_ cr r1_1 Q_ Uj L6 + c) + CN mCD m U M C:� ML600"%'c.> = + C)00 + CN Z:) to CD- C) cr_ ucq" cn UJ CL: C) 0114 h LO CO Ui m C5 f- + A_V cq a rri 0:: CL "CC rn . + cd CN C3 cq r- G2 %_.i a __j __j m UJ - Uj to tn _j co 53 + CD !_3N C1 V) 14+85.52 BVC FL 348.90 C:) U3 (23.30 LT.) 2 C-4 14 IbCjlb co 01 4+92.74 PIVC 349.00 14+92.74 POVC FL 348.95 cl-i 6" SEWER 0 55 U') 00 00 14ca - � t1r) c6 00 _j LA_ qd- m CD LL_ Q m C-) cr: c)::_ 0- c 8 04 NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 AA A PLACE PHASE 1 SCALE: HORIZ. 1 50' VERT. 1 = 2 ) 12 13 14 15 14+85.52 EVC FL 348.90 (23.55 RT.) 1' PEDESTRIAN -EASEMENT PER FINAL MAP il LEGEND: STD. C1 T Y SUR VE Y MONUMENT PER C. 0. B. STD S 1- 22 (TO BE CONST OR EXISTS AS NOTED) STD. STREET LIGHT - 5800 LUMEN PER C O.B. STD ST-271 TO ST-27 7 STD. STREET LIGHT - 9500 LUMEN PER C O.B. STD ST-271 TO ST-27 7 + STD. STREET NAME SIGN (METRO) PER C 0. 8. STD 1- 1 + STD. CITY STREET NAME SIGN PER C. O.B. STD T-1 STD. CURB RAMP PER C.O.B STD ST-10 DRIVEWA Y PER C.O.B. STD ST-7 TRAFFIC CONTROL SIGN PER C.O.B. ST PT. RADIAL TO CEN TERL INE S TA TION - AS NOTED TYPE "A " CA TCH BASIN PER C. O. B. STD S 1- 14 STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B. STANDARD. 352 ___� __ Ek GROUND@--C 352 L 351 351 — — ---- — -------------- ------- ------ -------------------------------------- -7 ----- ----------- T 77­77-777-77-777-777777- — ---------- ---------- --- ----- -- -------------- -------------- --------------- _ _—, — — 350 350 349___-. ' - cz, 349 . ...... LO -_ __-- J.. ..— — 0. 2 '70 �zs ss� _ d _�_— __ Y _. ...... ...... C) 348 27-13 ON CURVE \1 ON CU4 348 + 0. 5 4'76 B6 i c6 __O�-4! _j U_ c � � 3a� C4 > __j U_ 0! 347LL � NQRTH U_ C-;>— (3-- m fr_ W") CD CL r. � _ C)l m C114 cli (T- 0c.) -4— C) I" I — i I V, VERTICALFCUW� C) I I I I 352 351 350 349 348 347 I -f 13.70 2 �, —86'! 0 C. LO CL - 17 _1100 AT ./v 04 p. M ---8_C_._-._. -4-1 U_ j I rn U_ -Rd- c) m Lo to c*j V-1: V_ to + 2v 3' . CURVE C) en U") -- co c> 00 -4- ON c) I-) 352 351 350 349 .348 347 Know what's below. o C111 before you dig. ac e CITY RECORDS NO: LLJ cd 0 to in j <c 0 so j �m v� � nc 0 NOTE: (D INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN VATH OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWLINE TO FLOWUNE. CL 06 14- cg CL_ po 00 = U") "i C': LO F11- rl_ q6 o6 Lq 0) O 1W.) .4- c6 .0, cz, U LQ m 00 at U C14 C) C> 4- C6 C) 'W viii W 114 111111 00 Li- V_ ciiiiii U_ &.&- 00 4 Illi- cri 00 Q C> WW4- C) <) Co __j " c� C-) 07) 1W) C) ti %­1 C-) ri 6 CN m LLJ cy; op LOT A pe) LO + + + + CN CD C) C) f— t-- SUMP C�l r"A C-) Ci C.D Q IV— + + C': )� CMD SEE SHEET 8 m 6 04 C> SEE 6874 SEWER PLANS % c+oN TYP-9 IN I c+No IN +14N- ILC+N t+n10 I120 --20 I--.0- W +N C 15.50'00 4, Ov FOR SUMP DETAIL 15.5' 15.5'('j "1 J-i m o x 58 59 . TYR 60 61 62 63 64 65 66 67 �68 69 70 N + - R/W I cn CN R/W n+ R/t co Lj K J LLJ c__ 5 cf) 71 5 00 FL ocaq C�l 30S.D. CN 30' S.D. 13 S 00*59'15" W 14 S.D. 15 15+60.00 _n c14 24! S.D. 0) 18+ 10 1 PEDESTRIAN A4 -- -------------- ------ i7 - ------- - ----------------------------- LO * - - —1 - ij;uh ---- EASEMENT PER 7 ---------------------------------- e ----------------- -------------------------------- � �_r j I rt� T A i — i — I — — — — I — — — — — — — — + + CONTRACTOR TO CONCRETE a Aw i p 1�1 FINAL MAP c1c) C> 16 C=> W 18 S 00*59'15" W t c:> 8" SEWER a 8" SEWER S 00"5847" W Uj t 8" SEWER S 00*59'15 a a 0+00.00 t 1 �2 C14 + .0 C14 FL-�, C14 .1 FROM CURB TO BLOCK WALL FL I F LLJ Uj 5 5 LO I UJ 1 5 cn I Ll 1 6' BLOCK WALL AROUND U 6 S)___1 :z I KJ1 77 KJ1 CD LIJ KJ1 84 04-1 1 (1) SUMP (Ti (SEE WALL PLAN I �_R/W LLJ R/W p �,_R/W ICA CN I Q0 a CD L..- 116 C) 0) 1 L J 72 1' PEDESTRIAN v 001 00 1 I Ic/i m 12 EASEMENT PER U-� 1 00 W 01 co 8�5 (S I cf) 24' DW FINAL MAP 2 -:t 10-0 V) C) 1 30 1:s) 29 --1 5 1 c) -00 C> ri 46 45 5 1 1 14 13 C9 CD C�p co LO LO 00 colp 108 �F) 1 00 00 m 144: Q� 'i 'r- 00 a ri J 20111,10 0) Go 20 014, 20 am I iii r- I-- ri co 00 co 00 too PRC FL 347.99 U_ "d- ii A v— ca ;E iii 'v- 'i I V) �E C-.) r_z SEE SHEET 7 ;;L00 SEE SHEET 8 ` c 06 W LO = WI) L PRC FL 349.18 5Li U_ 541), Z)Qk - BC FL 348.04 a U_ C-) ri Q> U_ m "0" ZA) cn Uj cl: c_') cn Uj e% 0:: C> ro ;t W M ck: m 0:: D- Uj M M —EC GB FL 349.21 W (-> C.> c_> CD C..) Co c:, -I-wj 5,4 8 6 25 C) :P:)cj6 10 20, 101 F-Z cliiiiii m Uj cn W m Uj <.> g LO Q: m = c)_ W uii� C> m 120 2 0 C) a 5 SEE SHEET 5 C> c> c> C.> co "I -i OZ W) C..) L10 0, W C) Ui m C) C.> C:) Uj m C:) c� -,- o6 - 00 LU 73 Uis 3: 1-- -C:) C.) LQ LO _.j al: --i C) + SEE SHEET 9 "d- cq r., c-i r,5 CR co C> - C:) %- r- +ad" . + A_ + + + C) �5 re) C6 C> CO CO U_� cq cli C3 U_ cDUJ CDC NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 PAPA YA GRO VE DRI VE SCALE: 1 50" 50' 25' of 50' 100' PHA SE 1 SCALE: H ORI Z. 1" = 50' VE R T. 1 2 - ___ 10 11 12 13 14 15 16 17 18 19 J- K ---------------------- - --------------- ----- - -------------------- -------- - - ----------- -- - ------- - - - --- ------------ - --------------------------------- - - - - - ---------------- - --- - --- --------- - - - ---- - ----- r 351 ------------- ------------ = --- --------------------- ------------------------------------------------- ----- t ---------------- - - 350 _j L) Qxi 349 ______ ___ ' W Cii) +_0_20% HI* rel— m cp LL L0 C) -051 19170' O.C. "too 12 ON VE !ig 00 re) mn 47 6 c) J1.42' CU U') 0 00 O.Q. o6 348 +02.25% ll7i� 0. c_ i� 13.70' 7 _+O06 � 1960 --tiz— Er 85 347 0 3.7' 40n m C.D �D I C> cpj ri Ni 10 351I � -------- ------------- ---- — --- --------------- 350 ��_ 34911 348 � 47 0 347 rPloz 0 N-� copur Rio +0. -+-01-509% 31.42 0 0 3 .422 c. Li -Litiw- co m m c2r) L0 C-1) C.D W W �� o�� Q C-) — rin m m W c; * C.4 Cj 0 U"y n.. +0.51% G_ -0.5 � � �10' V_ +0.368% 31.4 31.42' 190.00 1 U_ ME 51 % +0.24% --------- 5 C) ciii54-9"OUIP 175.0 00 a- j FLOWNE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT (3) 22*25'35" 35.00' 13.70' 6.94' (1) 119 *15'41 99" 84.00' 174.85" 143.36' 15-35'21 " 84.00' 22.86' 11.50" 90000$00" 35.00' 54.98' 35.00' 90-00'00" 20.00' 31.42' 20-00' 6 134011 " 184.00' 197.70' 202 06' LEGEND: e STD. Cl T Y SUR VE Y MONUMENT PER C. 0. B. STD S T- 22 (TO BE CONST OR EXISTS AS NOTED) <> STD. STREET LIGHT - 5800 LUMEN PER C. 0.8, STD ST-271 TO ST-27 7 STD. STREET LIGHT - 9500 LUMEN PER C. O.B. STD ST-271 TO S7-27 7 + STD. S TREE T NAME SIGN (METRO) PER C. 0. B. STD T- 1 + STD. CITY STREET NAME SIGN PER C. O.B. STD T-1 STD. CURB RAMP PER C.O.B STD ST-10 DRIVEWA Y PER C.O.B. STD ST-7 TRAFFIC CONTROL SIGN PER C.O.B. ST PT. RA DIA L TO CEN TERL INE S TA TION - AS NOTED nr TYPE "A " CA TCH BASIN PER C 0. B. STD S T- 14 STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B. STANDARD. 351 350 349 348 347 351 350 349 348 347 Know what's below. Cal I before you dig. ME 0 C4 0 z go Vill JVJ UJ > Rom® CC � �c a. G: 0 W W CO 3: orm-4 [, [ — � � iiiiiii),-A P Ik [ �- �_ CITY RECORDS NO: 0 FLOKINE CUR,VE- PATA 90-00,0d6­ iw= a#m, 4■ 4#2455" 134*24 55 36 ED R 1j',I :a ck� CL c-�,t-12" SEWER ZE C-D --' F L, R //W SCALE: 1 = 50' 50' 25" op 50' 100' NOTE: 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C W­31(CA) SIGN WITH w/OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWLINE TO FLOWLINE. 06 06 cr- CDL Ul) m m "4* c6 CD 00 C, CC CN "d- 17114 CN M -j co U- P- m c1q CID c r- m CID f-i c6 C�l C-D 00 "i SEE SHEET 6r. C> cr + + + + CN C14 m %- C14 1,011 zo H- 20 1110 m 06C"N.K6-I 1 4 I +u1515.5' 15. 5'l 5.5 ' 1 -- TP. TYP. I I 1. 16 I 17 C0I+D0 c" 18 -T CN S 89*0 1 �11+4�3-76 U') t C> "D (A LLJ RW / Z-5 74 CO CO 1 15.5115.5' N CN M 65 C> 29 TYP. TYP. CID .0- -4 20 1 I. 1 2 0 U-3 "1 co 06 28 C> C3 C.5 od 06 11 -101 SEE SHEET CD + C) im C2 U­ m CID m C.D Q30 CD M c -9 M Uj cr m CID + + CID rl- vi 00 C> + + e5. v- NOTE: CONSTRUCT amccl ar-CHUly PER MICA PHASE 1 LOCAL STREET SECTION ON SHEET 2 rm"I A a A A a AI a a a -.0I A A DANANA CLU )I I C14 pe') pe) %4- 0j 0i C-) m 0i 'I CN + po V) + LO + ko 15.5' 15.5' 120 19 �­wl -yp. FT (D M LJ CN Uj C-0 V) )J 21 + CO 04 U3 j-16+24.60 BVC FL 349.73 �A) 52882 C> ONST, TYPE "B" CURB & GUTTtRS 89600'45't E A. ... ...... . C,4 117H 4.5 COMB. SIDEWALK- TYPE C-4 -FL, -M Rr /W 5.5 15.5 15.5' 27 26 TYR 25 24 TYP. 23 C) cr- 22 C�l C1 cs 0 Q0 CN CN + LO + CN C14 CN EASEMENT 1' PEDESTRIAN Q�j C=)j (10 Q--3j 1�0 -­j U­ cr) PER THE FINAL MAP + N CN m -C> + + + LO m C! Q- PO NO + LO PHASE I 4 HORIZ SCALE: I 50' VERL A" = Z (23.55' LT.) 16+31.83 PIVC 349.83 -16+31.83 POVC FL, 349.78 20' WM CAL-M C� D90WM -32' WIDE SEWER EASEMENT TO BE DEDICATED WITH THE FINAL MAP 116+24.60 EVC FL 349.73 (23.55' RT.) LEGEND: STD. CITY SURVEY MONUMENT PER C.O.B. STD ST-22 (TO BE CONST OR EXISTS AS NOTED) <> STD. STREET LIGHT - 5800 LUIVEN PER C, O.B. STD ST-27.1 TO ST-27 7 STD. STREET LIGHT - 9500 LUREN PER C. 0.8, STD ST-271 TO ST-27 7 + STD. S TREE T NA ME SIGN (IVE TRO) PER C, 0. 8 STD T­ I + STD. CITY STREET NAME SIGN PER C O.B. STD T-1 STD. CURB RAMP PER C, O.B STD ST-10 DRIVEWAY PER CO.B. STD ST-7 TRAFFIC CONTROL SIGN PER C.O.B. ST P T. RA DIA L TO CEN TERL INE S TA TION - A S NO TED TYPE "A " CA TCH BA SIN PER C. 0. B, S TD S 1- 14 STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B. STANDARD. A A A 00I I A U 1 Z"� 13 14 ............... .......... -71- 352 UND-4-C Sz- --------- - --- - ----------- - - - ------ - ------ ------ - ------------- L ---- 1 ------ -------- ----- ------------- - -- ---- - ----- - ------- - --------- -------------- ---L ---- - ------ --- - -------------- -------------- 351 ----- - ---------------------- -------- - ---- ---- 351 -- - ------------- - - �1 ---------- ------------------ ------------------------ 5 350► 3 -ME +0 -0-417 IS­nt4G! SLOPE 0.20% 125.61 EXI rr) 21,13 349 7 349 -C-14 c7i ER �T pr) 00 52-18 'ANANA I I'd-, Ile) - - - - - - - - - - - - - - I C13.76' 0 0. 7-7- . ....... 31.4 --3r 7- A VEN ov!CQ Q1 348 A I I ff I __j C-) r-- 340 0") co a- 6: m p"I "`T-H------ rbuff-" /v m C> co aq cq C-) r1r) 347 c 347 C.5 U­ C" cc co CID Ld c1c Uj W C) ---------- �co 100 . . ........ ..... T' 0 t 1 j ZEE f z, ------- 352 - ------ -F- 352 Ek,-GROU- N-D­@--CL-- -7 --- ----------------- -- ----- - ---------- ----- - ------------- ----------- - -- V.__�_ __-_-_-------- - --------- ------- ---- ----------------- ---------- ---------- ------------------- ----- -------- -4---- 351 -------------------- ----------- - ---------------------- 4 i 0 350 0 71 1 0. 41to -riFSf/N-& -1-M-P-ROVEMENTS ------ 0. S-- -c0--­---- ..-- -141-- rZ -c- EXISM PIE 125-661 SLO 3419 4-0.20% S *0121% ONA&URVE J49 I C%4 00 rel) ------- 17-- 80 + 0. 51 76�1 1 te) C14 U I I 35218' 7"; A 1-42v Ir re) IR! 0. CC. 3 348 13ANANA 6C fER J- C> 48 U­ C-) 0- U- A VENIUE TH U- I i "I co b6 CD C-) re) ---------- F W C-11 3 4`7 347 C-D i m M W ui 5(Y \�RlICAL C UPI 11, Z-n Know what's below. Aft uall before you dig. CITY RECORDS NO: WERIM m V) z 0 (n ii SCALE: 1 = 50' 50' 25' 0* 50' 100' re) C) 0i 00 ro CLOO Uj ci __j U-j ,4d- L4- L.Li Co LL- cr fl- —�j FLOMME CURVE DATA "d: m ci v! cx_ M co CURVE DELIM TA RADIUS LENGTH TANGENT oCL Uj C> 90 t 11 0 00 20.00' 31.421 20.00'ES HEET 11 SEE SHEET + m 10 120 20 111C'4 CD 10112011 20 11P H_ .0 5? 1 5 Mc> �? U CD 5 74 74 89 c L4J Cc pppp- (R/W LO ---------- ------------------------ ---- 10 — 00/1 LO S 00"59'15" W 8" 'S� R 00 -FL — i t L01 2+ 80. 24' D W I i Ui 4 LJ Ic KJ1 89 R/W P 00 CO 'col co' co co co 9 5 L5 75 88 9-- LO cr) M 1 20 20 mo'i 10 201 20 10 r. jai ui SEE SHEET 9 m M PI) SEE SHEET 11 cr- m cr- d re-) C! 06 -i- aC> LQ 04 CN m W-- 6 C> M C5 + C) + CL NOTE: CONSTRUCT STREET SECTION PER TYPICAL PHASE 1 LOCAL STREET SECTION ON SHEET if W .� j 24' D W U? U") 9 Im 24' DW BLISSFUL MEADOW WAY PHASE A — SCALE: I 50' VERT. 1 " = 2' KwAft-1 ItIj 12 3 S TD. Cl TY SUR VE Y MONUMEN T PER C. 0. B. STD S T-22 (TO BE CONS T OR EXIS IS A S NO TED) <> STD. STREET LIGHT - 5800 LUMEN PER C O.B. STD Sr-271 TO ST-27 7 STREET LIGHT - 9500 LUMEN PER C. O.B. STD ST-271 TO ST-27 7 + STD. S TREE T NA ME SIGN (ME TRO) PER C. 0. B. STD .I -- I + SID. CITY STREET NAIVE SIGN PER C.O.B. STD T-1 STD. CURB RAMP PER C.O.B STD ST-10 DRIVEWA Y PER C.O.B. STD ST-7 IRA FFIC CON TROL SIGN PER C 0. B. S T P T. RA DIA L TO CEN TERL INE S TA TION - A S NO TED -ir TYPE "A " CA TCH BA SIN PER C. 0. B. S 7D S 1- 14 SFANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B. STANDARD. I I --------- --- -- 353i I i iT' ------ 353 EX.- —GR-OU- N, ur".' -Cl- T-1 352 — -- — --------- ---- — --- 352 ------- — ---- ---------------- 351 ------ 351 T 350 350 Z 77� O�- 349 349 00 1.42 C. cq so - — - - ------------------- U- YYL 1 348 348 m m CD cx-- CD C) LLJ C3 .... .. ... ........# 8 I I ii ih 1W .Anow what's below. Aft uall before you dig. . . . . . . . . . . . . . ............ . . . . . . . . . . . . . . . . . . M'-- CITY RECORDS NO: C4 VL co 0 g0c W J zI.- 0 U. co 8 3: W Q � 3: M U. 0 FLOWLINE CURVE DATA —` 14- SEE SHEET 1 tn 10 20 20 1 BC FL 348 63 1 -. 3 * :)I 1 / _ CURVE DELTA RADIUS LENGTH TANGENT 1 x s x x 1 1'11" ♦ ' 1 ♦ ' x : x s x s x x x ♦ ' .1 ' ' 1 x x x 1 • ., . ' 351 350 349. 348 347 351 350 349 348 347 8 CN Pr) 00 CN Ev !� (.. 1� g ^. J _11� LO + 0 U� + + �- / /. 1 1 5 ' L L S p '45fl E 1 - 1 i sz�� _ --� ♦ . 73 2. / , s , t� r jet .' .} �♦ [� "rY 1, "d- CN "q- 86 85 84 Lu 88 CN 3 .0 gn C�j CN <s->Q)i (=)i 2 1 1r r 1011 20 20 h D 0i 0; C) LO co CN CN + C) 00 1PEDESTRIAN ei + E S ET19-11LO + En 00 m CD <zs+ U_ PER THE -� Iclvcr Id- 0 cc co re) 00 00 co -0-3 g A- +co co NOTE: CONSTRUCT STREET SECTION PER RESPECTIVE LOCAL STREET SECTION ON SHEET 2 - cc co CN LEMON MEADOW PHASES 1 & 2 SCALE: H'ORIZ. 1" = 50' VERT. 'Al = 2' 10 11 12 13 14 15 cr_i 3 i C � � i y 3 c 10, j I -- c m %J U_ CD i ou 1—k L iii f f S <J0 a: 00 __ __—_ _ _ _______.__ __ C)l C> C> C> co +C> U-) i- ---- - -------- -_k___.__�________ z iLO 17 : DEMME CITY SURVEY MONUMENTST-22 (TO BE S T OR EXISIS A S NO TED) SID. STREET LIGHT — 5800 LbMEN PER C O.B. STD ST— 71 TO ST® 7.7 TD, STREETLIGHT -- 9500 LUMEN PER C. 0.8,S T-71 TO ST-27 T. S TREE T NA ME SIGN E C•, S TDT-1 , CITY STREET NAME SIGNE, STD T 1 STD. CURB PER STD T-1 DRIVEDRIVEWA Y PERC.O.B. STD ST7 P FIC CON TROL SIGN PER C 0. B. S T T. RADIAL TO EI TTINOTED TYPE " " CA TCH BASINE C. 0. B. STD ST--1 -STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C. . STANDARD. 351 350 349 Know what's below. Call before you dia. ut CITY RECORDS C 0 i ■ i �11 M - M LJLJ +0 i* j U) d U. ----------- FLOWNECURVE -DATA.__,.,_., NO.' 11IM11111111milm 901)0100" MZQM 353 352 351 -350 349 348 347 353 352 351 350 349 348 347 91 1' PEDESMAN EASEMENT PER THE FINAL MAP PRC FL 349. 4 BC FL 349.0144 LO co cli cq o6 U_ Uj cn to N C.> U LO C) C) Uj 06 "1-.4- - CD ro N C:� + + - + L0 -2-1 93 S- S. 06 Wd- Qj d_ m `17 C1 N 00 Ad- C-) M LL_ CL LO cm m SEE SHEET 13 SEE SHEET 11 m ck: C.D C) C) C) C) SEE SHEET 13 Q C3 U_ C11 CD + + 04 Q: CL 24' DW 104 ry .12+80.00 103 24' DW 24' DW 102 NOTE: CONSTRUCT STREET SECT!ON PER RESPECTIVE LOCAL STREET SECTION ON SHEET PAHAD cl It U I WA Y IL PHA J"�ES 1 &2 SCALE.- HORIZ. 1 50' VERT. 1 2 10 Al 12 0-�z 13 9 13-70? T ON 3_4 i 139-60 NW.. LO cr) E9 6 00 W4 U re U --cn CL CD C) C) 2 —.7 h U70 00 04 00 C) Im UX or_ Of LL_ LAJ c/) 1W c_> CX5 CL W LLJ NOTE* PHASES ONE AND TWO TO BE CONSTRUCTED 0MULTANEOUSLY. 14 LEGEND: S. CITY SURVEY MONUMENT PER C O.B. STD ST-22 (TO BE CONS T OR EXISTS A S NO TED) STREET LIGHT — 5800 LOMEN PER C. O.B. STD ST-271 TO ST-27 7 STD. STREET LIGHT — 9500 LUMEN PER C. O.B. S7D ST-271 TO ST-27 7 + S TD. S TREE T NA ME SIGN (ME IRO) PER C 0. B. S TD I— I + SID. CITY STREET NAME SIGN PER C.O.B. STD 1-1 STD. CURB RAMP PER C.O.B STD ST-10 DRIVEWA Y PER C.O.B. SID ST-7 TRA FFIC CON TROL SIGN PER C. 0. B. S T P T RA DIA L TO CEN TERL INE S TA TION — A S NO TED TYPE "A " CA TCH BA SIN PER C. 0. B. S TD S 1— 14 STANDARD TRAFFIC SICNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B. STANDARD. 353 352 351 350 349 348 347 351 350 349 Know what's below. Cal I before you dig. Lj CITY RECORDS NO: ............... z N 0 FLOWJNE CURVE DATA 90000,00" MEN 22-25'3%1; Em 90000,00 0— CO 06 LL- 81 SCALE: 1 — 50' 100 j R/ VV:�- cd — -to- C.> 125 L.- C> -F 1d-1 cn UJ F- .4- Co. C> cd C> c U- U- m SEE SHEET 12 __j U- re') C14 to + + c1q Ot CD at , :z Ls- to po (Al U.J Cx- 00 UJ m U UJ UJ r ;ip CL- c:0 a UJ 0i 00 LO co :Z CL W 0i 31-- cn + c1q 00 + C3 U- A 10 "11 12 353 35Z cy? I 351 c nr 7 m 1 j 350 coo 349 31 ---- ---------- -- awl 348 F ............. ....... —T F%S-SIM FRU I 347 imPROVEME + PER TRACT 116873 0, 2 011% ------------------ I 41L, 5d' --IMPRO VFM�N i PER TRACT 6873 F-� 9 CD! ol ;40-ij LEI ----------- ----------- ------- irk I I a mf .1 E, m 1. 9 LIJ ck:: Ck-- 11+99.38 (CIB. co — FL 348.03 DEP. 347.86 LO r to 06 114- 110 to co C� 00 06 —j U- Uj c1f 25 Uj C) al 0- CO 00-6 co Ls- LL- 31: N 0 TE.- CONSTRUCT STREET SECTION PER TYPICAL PHASE 2 LOCAL STREET SECTION ON SHEET 2. 11 If 11 All 19 It If 9 If If it ff IV E SCALE: HORIZ. 1" = 50' VERT. 1 " = 2' 13 1/-- A A A "15 16 - - - - - - - - - - ) - - - - - - - - — — — — — — — — — — — �§! I X0 CIO SEE SHEET 14 M _1�0 20 20 10 22 0i 5 st EC FL 349.47 + 4-5 �5 2 N W 24 DW 24 D 79 *47 79-47'3%d '3 0 E' m PRC FL 349.44 C-> LIJ I to Lr- r 10') t-A-1 q 24' DW 24 ' D 7 I 00 S 8 _ S 85'47'41 DLO U-) 0 - 0- 0 00 CO 3q V) 21 (6,9900 20 C� 1' PEDESTRIAN EASEMENT CIN CN 0 2o.55 ' PER FINAL MAP 00 , 00 00 00 ci. r1i cq to m 1.0 z 4- crt LO m 74 M U') 1< 00 CI%4 fl- pe) C114 C) C) 17 io to 50 CR ci.c. I o cd 0. Ct 14- 0. O.cj 14- m CD C6 m CD Ck= U L& C.D cX: LJ 06 m m LAJ cli to + L LO At ------------ 1 - - - i ----------- ----- ------ — — — — — — — — — — — — — — — — — — m NOTES. PASS EXISITNG EDGE OF PAVEMENT OR A S WCUT 1 AS DIRECTED BY CITY ENGINEER INSTALL TYPE III BARRICADE PER CALTRANS, STANDARD PLAN A73C W-31(C1) SIGN WTH w/OM4-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWLINE TO FLOWLINE. LEGEND: S 7D. Cl TY SUR VE Y 1VONUMEN T PER C 0. B, S TD S T-22 (TO BE CONST OR EXISTS AS NOTED) <> STD. STREET LIGHT — 5800 LUMEN PER C. O.B. STD ST-271 TO ST-27 7 -eSTD. STREET LIGHT — 9500 LUIVEN PER C O.B. STD ST-271 TO S1 —27 7 + STD S TREE T NA ME SIGN (ET 0) PER C. 0. B. S TD I— I + S D. Cl TY S TREE T NA ME SIGN PER C. 0. B. S TD T— 1 S 7D. CURB RAMP PER COB STD ST-10 DRIVEWA Y PER C.O.B. SID ST-7 TRAMC CONTROL SIGN PER CO.B. ST P T. RA DIA L TO CEN TERL INE S TA TION — A S NO TED TYPE "A " TCH BASIN PER C. 0. B, S 7D S 1— 14 STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B. STANDARD. 352 3 350 349 348 '' 347 Lml viraftl LONA Know what's below, Cal I before you dig. CITY RECORDS NO: cq cr) 041 0 01 cr) 0 0 Z Lj- LAJ pe) LLJ 00 LLI (0 C) V) cr- LLJ m W cis > .m. VL jr 00 Go U. z 0 CL FLOWUNE CURVE DATA Imammozom U-) T 24' DW N 17030 $ 57 31 W 19 1' PEDESTRIA14 EASEMENT A PER FINAL k4p m m CD CD CL 0j 4d. M r4l C.) LLJ WEE SHEET 13 F-� c" zo C" U') 00 23 t__ CN 21 cl, 1101 20 .1 20 1 101 CO �igz ELJ 00 CIO C) Lo c2 SEE SHEET 15 m C14 m C-1) CN C) 0i u LL_ m UJ �*mqq- < CD LLJ 0i 6 cr. LCO U= to i 17 C14 Lq CN4 00 C:) re) 00 + 00 3:14- 00 CD + C) + 06 C) I I 0 I NOTE: CONSTRUCT STREET SECTION PER TYPICAL PHASE 2 LOCAL STREET SECTION ON SHEET 2 I I r- 00 c; LO Imammozom U-) T 24' DW N 17030 $ 57 31 W 19 1' PEDESTRIA14 EASEMENT A PER FINAL k4p m m CD CD CL 0j 4d. M r4l C.) LLJ WEE SHEET 13 F-� c" zo C" U') 00 23 t__ CN 21 cl, 1101 20 .1 20 1 101 CO �igz ELJ 00 CIO C) Lo c2 SEE SHEET 15 m C14 m C-1) CN C) 0i u LL_ m UJ �*mqq- < CD LLJ 0i 6 cr. LCO U= to i 17 C14 Lq CN4 00 C:) re) 00 + 00 3:14- 00 CD + C) + 06 C) I I 0 I NOTE: CONSTRUCT STREET SECTION PER TYPICAL PHASE 2 LOCAL STREET SECTION ON SHEET 2 I I r- 00 c; LO U_ m Uj 4r. 00 :F _SEE SHEET 19 a a .Omm%� a A A A a NOM.-Oft a Ap, N I A o A SCALE: 1 050' 'A SE 2 0 ' r 7 50" 25' 50100' SCALE: HORIZ. VERT. 1 2' f A U 5 Emma mmmmom ..q it 1 71 10 ry --GR -ND-4- 353 ---------- ----- — -------------- -------------------- -------------- ----------- — ----- ------ ------------- T - ---------- -------------------- -- — ------ — ----- - ----------- — ------- t ------------ ---- — - ------- — ------------ __352 --- - - ----- ---------------- F 351 % 14- 54.90 ------------- 1+0. C) LO 713.57' I Im 349 /A I %woe I I r IVL CID 348 C* 00 U_ cD C� 347 1 1 i I 1 LO m CA. fW4D ------- ------------- ----------- ------- — ----------- ---------------- — --- -------- ----------- -- -- -------- — -- --------------------- ----------------_----- ------------ — ------ 352 j - — ----------- T _T ------------ T__ — - ---------- — - - - ------- r 351 - — - - ------------ 197.7 — - — ---- Oct- O.C. 6 —0-51 3 gz 350 71 1 U 485-.0-7L4— Ul) cJ 31-42' n —4- 37.70' 349 1 U9 co 13.7 m OC 13 0 cp .1 ! ON CURVE U CN Zo I _j __j C14 C) LL_ U_ 348 /A Ir— n!f I LLJ _md- U r VL I m Wd- po C) m 3471 m rL or- CDO 06 If m 8 11 UNSHINL GRU VE UHI VE -OKI ---------- j YLI 9-Qm 0 � 24' DW S 01 *3058 1 W PEDES 35 EASEMEN' ANAL MW , S3 4, Oil/ 00 1.1 R/ 0 LEGEND: S TD. Cl T Y SUR VE Y MONUMEN T PER C. 0. B. S 7D S T— 22 (TO BE CONS T OR EXIS IS A S NO TED) STREET LIGHT — 5800 LUMEN PER C O.B. STD ST-27.1 TO ST-27 7 STREET LIGHT — 9500 LUMEN PEI? C. O.B. STD ST-271 TO ST-27 7 + S TD. S TREE T NA IVE SIGN (IVE TR 0) PER C. 0. B. S 7D T— 1 + STD, C1 TY S TREE T NA IVE SIGN PER C. 0. B. S 7D- I— I S D. CURB RAMP PER C.O.B STD ST-10 DRIVEWA Y PER C.O.B. SID ST-7 IRA MC CON TROL SIGN PER C. 0. B. S T P T RADIAL TO CENTERLINE STA TION — AS NOTED TYPE "A " CA TCH BA SIN PER C. 0. B. S TD S 1— 14 STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING A ND PUL L BOXES PER C 0. B. S TA NDA RD. 352 351 350 349 348 353 352 351 Know what's below. Call before you dig. CITY RECORDS NO: 11 oil tr 0 .NOTES. - INTERCONNECT CONDUIT AND PULL BOXES. INSTAH ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 400. CONDUIT AND PUH BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 24 FOR INTERCONNECT DETAIL) FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES, INSTALL ONE 1 1/2� SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) PAINT 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W/THERMOPLASTIC PAINT PER CALTRANSSPEC. PTH-02ALKYD CL 24' D W -,c; Ui U-) Ui CL 24' DW47 9--. r- I. - 11120 12_10 !�;! 0:: --j i - Lo c r-- 46 22 ' 1 1 m CL Flo cn Uj :!5 Z)1jfj`* C-> 34 14 qt. --J Uj P-5 CO SEE SHEET 14 m I"- SEE SHEET 23 -.J U- C6 U- C) m m m CD C-D W >Oz Uj m C-P) cl Qc W 0 UJ ckc to) + + C> N 0 TE: CONSTRUCT STREET SECTION PER TYPICAL PHASE 2 LOCAL STREET SECTION ON SHEET 2 I MANGO GROVE WAY 50' 25' 00 50" 100" PHASE 2SCALE: 1 50' SCALE: HORIZ 1 = 50' VERT. 1" = 2' I 19 0 0 2 I C5 -LO Ln po crr---Qc-- C-D <.> UJ r-z R1 ME 'Wo 13 FLOWtJNE QIRVE DATA S D. CITY SUR VE Y MONUMEN T PER C. 0. B. S TD S T-22 (TO BE CONS T OR EXIS IS A S NO TED) <> STD. STREET LIGHT — 5800 LOUEN PER C. O.B. STD ST-271 TO ST-27 7 STD. STREET LIGHT — 9500 LUMEN PER C. O.B. S7D ST-271 TO ST-27 7 D. STREET NAME SIGN (METRO) PER C. 0.8. SID I— I + STD. Cl TY S TREE T NA ME SIGN PER C. 0. B. S TD I— I STD. CURB RAMP PER C.O.B STD ST-10 DRIVEWA Y PER C.O.B. SID ST-7 Al TRAf-FIC CONTROL SIGN PER C.O.B. ST P T. RA DIA L TO CEN TERLIE S TA TION — A S NO TED TYPE "A " CA TCH BA SIN PER C. 0. B. STD S T— 14 STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B. STANDARD. LW —A Know what's below. A% Uall before you dig. ---------- CITY RECORDS NO: IV S D. CITY SUR VE Y MONUMEN T PER C. 0. B. S TD S T-22 (TO BE CONS T OR EXIS IS A S NO TED) <> STD. STREET LIGHT — 5800 LOUEN PER C. O.B. STD ST-271 TO ST-27 7 STD. STREET LIGHT — 9500 LUMEN PER C. O.B. S7D ST-271 TO ST-27 7 D. STREET NAME SIGN (METRO) PER C. 0.8. SID I— I + STD. Cl TY S TREE T NA ME SIGN PER C. 0. B. S TD I— I STD. CURB RAMP PER C.O.B STD ST-10 DRIVEWA Y PER C.O.B. SID ST-7 Al TRAf-FIC CONTROL SIGN PER C.O.B. ST P T. RA DIA L TO CEN TERLIE S TA TION — A S NO TED TYPE "A " CA TCH BA SIN PER C. 0. B. STD S T— 14 STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B. STANDARD. LW —A Know what's below. A% Uall before you dig. ---------- CITY RECORDS NO: IV too C14 0. 5 0 FO m At 0 z LL- r UJ Uj 00 Uj (0 0 CO Uj y- m no 15 2' D 353 352 351 -- 350 349 -. 348 347 353 352 351 350 349 348 347 oo to LO 00 Pr) m SEE SHEET 13 mJMi C5 SEE SHEET 1 _ MEL LU 3 lu m LO SEE SHEET 1 00 SHEET 13 I- j coSEE `4- LO + + + + + + SEE E 1 C) �� LLO �-- ,_ �- CD UJ m ff NOTE: CONSTRUCT STREET SECTION PER TYPICAL PHASE 2 LOCAL STREET SECTION ON SHEET 2. OLI VE WOOD UHI VE SCALE: HORIZ. 1" = 50' VERT. 1" = 2' 4-___ ___ _.__- ____ __-___ __._____ _ __�____ .__.___ _-- _ _-_--_ ---------- ---------------- �_. EX. GROUND CL T - ----___________________-- i _____ -=_ ______ ____ ---------------- { I _ � LO - 31 _ LL- ckz - - !_0 _ _. ___ _ _ _ _ _ i __ ____ ____._ __� _ _ �— � � i �—_. i ! s I i I i J-*� LU 00 _ F--------- V) -- ______________ ------------------_______________________ _ _�__________- i - --- i 4 1. i LL- I 40 24' DW 38 24' DW M ROWILINE CURVE i ��w., i 'i � i �' ♦ i t�� 11 # li., II���`I II i II�1 i i II I� yll) S TD. Cl TY SUR VEY MONUMEN T PER C 0. B. STD ST 22 (TO BE CONS T OR EXISIS A S NO TED) . S TREET LI HT L UMEN PER C 0. B. S TD S1- 2 71 TO S T- 2 7. STD. STREET LIGHT - 9500 LUIVENE C. O.B. STD T-7.1 TO ST-27.7 STD. S TREE T NA IVE SIC (ETRO) PER C. 0. B. STD T--1 STD. CITY STET NAME SIGNPER . . STD T-1 S D. CURB RAMP PER STD S71 DRIVEC.O.B. STD T- TRAFFIC CONTROL SIGN E.. ST PT RA DIAL TO CEN TE LIE S TA TI - A S NO TE nr TYPE „ „ C TCH BASINPER C 0. B. STD ST1 STANDARD T FFI SIGNAL INTERCONNECT, WIRING AND PULL BOXES PERC.O.B. STANDARD. 'm 352 351 350 349 348 352 351 •what's uall before you d1g. Aft CITY RECORDS .OIts III W co co T � FLOWLINE CURVE DATA SCALE: 1 = 50' 50' 25' ot 50' 100 r NOTES: SAWCUT 1' PAST EXISITNG EDGE OF PAVEMENT OR AS DIRECTED BY CITY ENGINEER INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C W-31(CA) SIGN WITH w/OM1-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWLINE TO FLOWLINE. SCALE: 1 = 50' 50' 25' ot 50' 100 r NOTES: SAWCUT 1' PAST EXISITNG EDGE OF PAVEMENT OR AS DIRECTED BY CITY ENGINEER INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C W-31(CA) SIGN WITH w/OM1-3 MARKER. BARRICADE IS TO BE INSTALLED FROM FLOWLINE TO FLOWLINE. �kl M U*') PARK m r- CD 00 R //VV� V) 10% ' 0 0 0 U 4 5" E .06 ------ .ems ---- sue. -- 18" Q_ Z cJD 00 Cmgg C> C> Rd- Ci uj;rt,c:) 00 00 Lo 9 ci Lo _j U_ Lo ro Z: LO cc U, CZ, m: CL W 8 LL_ m ZZ ff) j U LLJ m c SEE SHEET 1.8 m C-1) C" 04 C4 cy; 3c U-) :c) 011 SEE SHEET16 m tri m --I LOT C C 12021 cit Fe') c> 4- OR C�j CD 120 20 4Fm, -x LRo5 _ 0 m _1 PARK m 82 81 Uj :4- L_Lj 00 V) LAJ \Kii 9 00 R/W LLJ c,o r 'FL rig T ,gm 1, 1 CONST, TYPE "B" CURB & GU TER TH 4.5 COMB. SIDEWALK— TYR W1 LO 89'01'13" E----- X T - -- — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 18'! S.D. i2+29.29 -R R/ VY -2 -H/W fk: Q, 00 15.5 15.5 A T—AN I CN cx� N TP.TY. 97 CN -P96 m V-: go 91 92 93 94 CN mi -1 79 Q_4j Q3j Q-31i 101 20 7 5 C) 20 c 00 10 Ul) C-5 U_ 95 N 116 m co N Q�� n Ul) SEE SHEET 16 re) CD + M LZ CD CD CN m + + Ci 01) 0i NOTE.- CONSTRUCT STREET SECTION PER TYPICAL PHASE 2 LOCAL STREET SECTION ON SHEET 2. A I A A If I LIME Gl'\'OVL 0 VL "AL;E 2 rN) 5u VERT. 1JJ2' A A A .11ri 0 12 13 dri 4 "15 W Ni 64 LEGEND: STD. CITY SURVEY MONUMENT PER C.O.B. STD ST-22 (TO BE CONST OR EXISTS AS NOTED) <> STD. STREET LIGHT - 5800 LUIVEN PER C O.B. S7D ST-271 TO ST-27 7 _G> STD. STREET LIGHT - 9500 LOMEN PER C, O.B STD ST-271 TO ST-27 7 + STD. S TREE T NA ME SIGN (ME TR 0) PER C. 0. B. STD I- I + STD. CITY S TREE T NA ME SIGN PER C. 0. B. S T9 T­ I STD. CURB RAMP PER C. STD ST-10 DRIVEWA Y PER C.O.B. STD ST-7 TRAMCC ONTROL SIGN PER C.O.B. ST P T RA DIA L TO CEN TERLIE S TA TION - A S NO TED TYPE "A " CA TCH BA SIN PER C. 0. B. STD S 1- 14 STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B. STANDARD. 35 354 --------------------- ------ ------------------ ----------------- . ..... EX. -ROUNa*tL -------------------- All 353 353 t-------- ---- 352 L 352 T ---------- +0.51% 351 351 ---------- I A44 N�OR— W-L- - - IN- L- 4 ---------- 00 17 4.1 —0-24% C1 +0.51% .00i'_ 011 .4% j Ile) 00 LO W 190.00 C) LO LO 6 31.4� fo 350 350 U_ U_ U_ U.va. L LA_ m m Ln C)39 U u4Z) Um Wm QU-:1 m NO LL. E.J * I c_k 349 7 WAN _m] ili� 0i LO r- A- U_ CN r* 04 a 353 352 351 — -- ------__ — ; G-4- rm77 77 00 Zi 349 Z4 _c> I F1 Know what's below. Cal I before you dig. CITY RECORDS NO: 0c) Q W 14- 0 Z U_ < zi LLJ 00 _j Uj co 0 0 U) cq W Uj y m 9mm Nil IA P W x U. 0 92 24' DW 24' DW 354 353 352 351 350 349 354 353 352 351 350 349 cc_ Uj SEE SHEET 17 DOW UP 11 AIR 110 00 !m SEE SHEET 17 + n + + + + C> V_ M U-) 0:: CD L6 1ft..0 m cr_ C14 U-J C-3 Uj + + CN CD 6 A- C> 5EVA-M-1 9 I NOTE: CONSTRUCT STREET SECTION PER TYPICAL PHASE 2 LOCAL STREET SECTION ON SHEET 2 ORANGE GROVE DFN/Vd ff Ap_% IL PHASE z SCALE.- HORIZ. 1 = 50' VERT. 1 = 2 j A 12 1: 13 14 WIMP ONUA SEE SHEET 19 M cr- cr_ m LO C> u") V_ Is m Iris 24' DW 24' DW FLOKINE CURVE DATA oil LEGEND: S TD. Cl TY SUR VE Y MONUMEN T PER C. 0. B. S TD S T-22 (TO BE CONST OR EXISTS AS NOTED) <> SID. STREET LIGHT - 5800 LUIVEN PER C. O.B. STD ST-271 TO ST-27 7 _GSTD. STREET LIGHT - 9500 LUIVEN PER C. O.B. STD ST-271 TO ST-27 7 + S TD. S TREE T NA ME SIGN (ME TR 0) PER C. 0. B. S TD I- I + STD. CITY STREET NAME SIGN PER C.O.B. STD T-1 STD. CURB RAMP PEI? C.O.B STD ST-10 DRIVEWA Y PER C.O.B. STD ST-7 rRAFFIC CONTROL SIGN PER C.O.B. ST P T. RA DIA L TO CEN TERL INE S TA TION - A S NO TED air TYPE " CA TCH BA SIN PER C. 0. B. S TD S 1- 14 STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B. STANDARD. 354 353 352 351 350 349 354 353 352 351 350 349 Know what's below. Call before you dig. CITY REfCORDS NO: EL Fm W cm VL cr 0 UJ 0 W t 0 z cr. 0 go " {{MM y I IAII II I� IIIII ���,r IIII :'),.. is I 0`?. ,` °T? R A C T I, 8Tl ; -r- 07 CQ CD CJ C� ✓ P, ! C-0Lo LLJ SEE SHEET2 — lb 41 4n I )n llin T awn 71� I Ln Lc)� t.�LA- -3_ / -y- I /ci t a-.) i i I co La! I E _ J Lo v,C> C) __j lei s q - (jy )J72C .cli OH 4 Lo Lo SEE SHEET 1 u- m cm Cl ®^, SEE SHEET - to 1 "® NOTE: CONSTRUCT STREET SECTION PER TYPICAL PHASE 2 LOCAL STREET SECTION ON SHEET 2. Mu SAHUVLAVENUE m CL �l co + y OR -Lo IJO co 00 + - '!'0 Y co 35"o 36 2 .4' L CD Lo V Y^ 34 PHASE z SCALE: HORIZ. 1" = 50' VERT. 1" = 2' 13 14 15 16 17 f� CN cli_ 200.00 j —Q277, } 1.2 .2 Lo I ® _ , LLJ C-4 C-> C-) LLJ IC14 SEE SHEET 14 cr- uj at: �i • / it f ■ � :. i !' 1 R • , Ilr��i►I STD, CITY SURVEY T PER C.O.B. STD ST-22 (TO BE CONS T OR EXIST E STREET LI -5800 LMEN PER C. O.B.S 71 TO ST-27 - STD. STREET LIGHT LUREN PER C. O.B. STD ST-271 TO S 27.7 STD. STREET NA ME Sl (ME RC) PER C. 0. B. STD i- 1 STD. CITY STREET NAME SIGN PERO.B. STD T-1 STD. CURB RAMP PEI?. TD ST 1 DRIVEWA Y PER C.O.B. STD T-7 TRAFFIC CONTROL SIGN PER C. . ST P T RA DIAL TO CEN TE LIE STA TI S NO TE TYPE "A" CATCH BASINPER C. 0. B. STD T-1 --ff- STANDARD TRAFFIC SIGNAL INZERCONNECT, WIRING LL BOXES PERC.0. .S TA NOA RD. 355 354 353 352 351 350 349 A ►s,Fil i J i 1!' MA �11 W CD T U. 0 FLOKINE CURVE DATA 90724$49" T jRAICI�T 68731 FUTURE IMPROVE'llEWTS LLj C L,-J C)o C)- 'c' cr) Cr ,fL R1-1 NOTES. -c) LOT C ctf 00 )�i2 IR/ ce NTERCONNECT CONDUIT AND PULL BOXES. I - NSTALL ONE 2" UJI Cn co V) --45 SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK NTH #5 PULL BOXES PARK L-i COIq CD 00 �.D C4 00 EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO 0-111� PLACEMENT OF AGG. BASE. 5 --j (SEE SHEET 24 FOR INTERCONNECT DETAIL) cs' 47 a; Li 0 20 - F20 ck:�� 1 34 00 fzw CN (Jc-� LO SEE SHEET 19 j �n- c, PO SEE SHEET 21 FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4m SCHEDULE 40 z --i m M LU PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES ,I ONE 1 co CD �IIC6 Uj ;�R W gui U11) 10 C n rn ce. 1/2" SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO . U-) C-) U- re') LU PLACEMENT OF AGGBASE. cal m LL i 3 (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) m ca m '17 UA 2 PAINT 12 LIMIT LINE AND ALL OTHER PAINTED MARKINGS cr- i W/THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH-02ALKYD m IF TRACT 6873 IS EXISTING, SAWCUT 1' PAST EDGE OF PAVEMENT OR AS DIRECTED BY CITY ENGINEER. NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 m A a A A 10 PEAR MLAUUW WA Y low& Hit SCALE: 1 50' PHASE Z A NLJ OFFSI 50' 25" 09 50' 100 0 HORIZ. 'S'U"ALE —-1 4 50' )) VERT. 1 " = 2' FUTURE TRACT 6873 IMPROVEMENTS TRACT 6874 IMPROVEMENTS R/W rL rL R/W 1. 66 4:1 10, 10' V 10' 4 A z0Z 2 441N. 11:5 M114. = ,k1 !::* CONST. TYPE "B" CURB GUTTER NTH 4.5' STANDARD TYPE SIDEWALK FUTURE 0.20' A.C. OVER 0.20' TYPE A.C. OVER PER CITY STANDARD ST-5 0.40' CLASS If AGG BASE 0.40' CLASS 11 AGG BASE OVER 0.50' 95% COMP. O.G. CROSS SECTION N.T.S. STD. CITY SURVEY MONUMENT PER C.O.B. STD ST-22 (TO BE CONS T OR EXIS IS A S NO TED) <> STD. STREET LIGHT - 5800 LUMEN PER C O.B. STD ST-271 TO ST-27 7 -<SSTD. STREET LIGHT - 9500 LUIVEN PER C O.B. STD ST-271 TO ST-27 7 + STD. S TREE T NA ME SIGN (MET R 0) PER C. 0. B. STD T- I + STD. CITY STREET NAME SIGN PER C.O.B. STD T-1 STD. CURB RAMP PER C.O.B STD ST-10 DRIVEWA Y PER C.O.B. SID ST-7 IRA FFIC CON TROL SIGN PER C. 0. B. S T P T. RA DIA L TO CEN TERL INE S TA TION - A S NO TED TYPE "A " CA TCH BA SIN PER C 0. B, S TD S 1- 14 STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B STANDARD. -755 A V—L t1 — M4 r 354 . . ........ .. + -7 —.35) ... .... . ... . .. 351 I 0. 46 91 117 90.56 c -2— UTRVE O.C. C14 352 tr) En CN J3Z U- - — — ----------- -- zci flo rei LA- 351 U- ce- 1 11 i 351 b6 6 04— to ON 354 ---------- --------- 353 1 0 0. LO U- 351 Of Uj + CD LL- m L&J co + Know what's below. Aft uall before you dig. -------------- CITY RECORDS NO: W: • -1 Wo I a) z 0 STD, CI TY SUR VE Y MONUMENT PER C. 0. B, STD S T-2 (TO BE CONS T OR EXISTS A S NO TED) STD. STREET LIGHT - 5800 LUIVEN PER C. O.B. STD ST-27.1 TO S 27. - STD. STREET LIGHT - 9500 LUMEN PER C. OB. STD ST-271 TO ST 77 STD. STREET NA ME SIG ETR PER . B. STD T I STD. CITY STREET NAME SIGN E C, O.B. STD T 1 STD. CURB E STD ST- I DRIVEDRIVEWA Y D ST=7 - TR FFIC CONTROL SIG EC.O.B. ST . ro CD PT. RA DIAL TO CEN TE L INE S TA Tl - AS NO TE TYPE " " CA TCHSIN PER . B. STD ST 14 DRILL -- - STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING PULL BOXES PER C• . STANDARD. 0- oo ins- + . . 354 353 352 351 350 349 348 N N RELIANCE i FLOKJNE CURVE DATA Mill LO co LO LO cz� CD to M i 12023 •+ 8 R/W Q_ LANDSCAPE 11' 34-35 .89 LOT UJ izz CONSTRUCT DRAINAGE SALE c 10 mAS REQUIRED PER CITY 2STANDARD T-1 1 4" PER. FT., 46M" IN. 4:1ii iji 'il=ttt = 4:1 MAX. -tit-ctt�ttt-ttt--%% ii =tt Ott=,ttt�llt`r *B.. TO R.O.W.AASEMENT 4:1 MAX. 2% MIN. i i Ott Jttt TES: STANDARD .5' SIDEWALK MAXIMUM CROSS FALL T PER CITY STANDARD T— LQ GUTTER SHALL E .5' NOTE: CONSTRUCT STREET SECTION PER COLLECTOR STREET SECTION ON SHEET 2. 1 —1 \E.LIAN(.E D1 __ \IVL PHASES 1 2 SEE SHEET 25 FOR STRIPING PLAN SCALE.- HORIZ. 1" = 50' VERT. 1" = 2' 18 19 20 21 z Z LU iv INTERCONNECTNOTES: xND #.'ULL BOXES. INSTALL -- SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PUH BOXE EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT (SEE SHEET 24 w INTERCONNECT DETAIL) FOR FUTURE IRRIGATIONS LINES — INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND # # w LL ONE 1 # PLACEDP#,. PLACEMENT OF AGG. BASE AND STUBBED PAST EDGE OF SIDEWALI LANDSCAPE ::.i N PLANS x w ADDITIONAL !.. PAINT 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W/THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH-02ALKY) RELIANCE D # 1 R/W : 4' -,---LANDSCAPE 11 34' ' LOT ' < ' BLOCK WALL _j D CONSTRUCT DRAINAGE 5 ALE ' AS REQUIREDPER CITY STANDARD T-31 1 /" FT.AiN. ----, 1' EX. GROUND . .:.i:.: :1 = 4:1 MAX. _ttt=tlt=ttt ttt=tll=ttt= %-% .. . TO R.O.W./EASEMENT — 4:1 MAX.ii iit=tt=tit= ttt a MIN. =gat MAXIMUM CROSS FALL O STANDARD 5.SIDEWALK L GUTTER ALL E .5' PER CI STANDARD T-S ' ' 27 PROP. GROUND @ CL lii 00-M Nuo Aw what'sbelow. Call before you i; CITY RECORDS 9 I r , • � f ': N Ar NO T E S.- _nTn±tm INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - f SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOX EVERY 400'. CONDUIT AND PULI BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 24 FOR INTERCONNECT DETAIL) n CN REUANCE DRIVE i:�..aA :z co SCALE: 1 = 50' 50' 25" 01 50' 100 0 WIN FA-W-M p 1; m SLI FLOMME CURVE DATA # m NOTE: CONSTRUCT STREET SECTION 5 PER COLLECTOR STREET SECTION ON SHEET 2. I KEIF 11qN LLE ,t IVE PHASE z SEE SHEET 26 FOR STRIPING PLAN SCALE: H ORI Z. 1" = 50' VERT. 1 )) 2) I A I 3 33 3T W: co LEGEND. LO C�l STD. CITY SURVEY MONUMENT PER C. O.B. STD ST-22 TO BE CONST OR EXISTS AS NOTED) LO STD. STREET LIGHT - 5800 LUREN PER C O.B. STD ST-271 TO ST-27 7 m cn STD. STREET LIGHT - 9500 LUMEN PER C. O.B. STD ST-271 TO ST-27 7 C) U_ m C-D C, LUC STD. S TREE T NA ME SIGN (ME TRO) PER C. 0. B, S TD 1- 1 fl- ut) t,O cn cafi tUAJ EE T 21 S SH + STD. CITY STREET NAME SIGN PER C, O.B. STD T-1 SID. 1 34 CURB RAMP PER CO.B STD ST-10 R1-1 EJ-= C DRIVEWAY PER CO.B. STD ST-7 C6 TRAFFIC CONTROL SIGN PER C.O.B. ST ®R)l p t CCOO AP P T. DIA L TO CEN TERLIE S TA TiON - A S NO TED :p E BAR CA TYPE "A" CATCH BASIN PER CO. B, STD ST-14 STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B. SrANDARD. R/W L 0 c 1. 45' 1- .142 6' BLOCK WALL typ. *B.O.W. TO R.O.W./EASEMENT - 4:1 MAX. 2% MIN. ► NOTES: MAXIMUM CROSS FALL TO LOW GUTTER SHALL BE 0.5 35 STANDARD 5.5SIDEWALK PER CITY STANDARD ST-5 ig 37 __j EX. GROUND 12) 2:1 MAX. 4%-5% Anow what's below. Cal I before you dig. CITY RECORDS NO: Ai o FAR m mi NOTES: T "+ PAINTED MARKINGS W/THERMOPLASTIC PAINT CALTRANS STD. SPEC. PTH-02ALKY1, 9WIL4001 N CONDITIONSPRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN TH SAME AS SHOWN IN THE APPROVED PLANS. SHOULD BE STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APOVL 1 PR 1 ! DAYS PRIOR TO PAVING. J EX / — _ ul 1—_ STD. CL fff w 1 7EXR%�EafcPER no Zoo o 1 _ fBARRICADE BARRICADE MARKER 1 MARKER 04 E__ R-6 (CA) 11 - ) 1 -2 CA) 17 R-2 ( 1 19 T. CL fff a 1 1 14 ®50' 1 DETAIL A ICA E Q Y-00. ��T 1 0) 0 .. L FL E.P. ` -- .- C5 1-6( ) -26 (CA) / - (CA ) -2 = 1-1A(1 PH) —2 C / 1-3 ER 111� LAJ s 134 101 20 20 10 �, LLJE WLLj Ile) t BERK )HIH Er HOAU PHASE z SCALE: t" = 50. SEE SHEET 21 FOR SiRFET MAN SCALE.- HORIZ. 11) = 50' VERT. 1" = 2' 25 zo 27 28 29 30 31 32- Sc — N 5V aotptffs:� Sc adwam — t mn 34 35 36 37 LEFT OR RIGHT AS APPLICABLE CAL -TRANS TYPE NA ARROW CAL -TRANS TYPE CAL -TRANS TYPE IV ARROW ARROW MARKINGSLEFT OR RIGHT AS APPLICABLE Sfop '*STOP" & "AHEAD" MARKING PER CAL -TRANS STANDARDS ffC (E) PAVEMENT "now what's below. Call before you dig. CITY RECORDS I i w CL CID 0 soon Uj r-- h 00 04 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT ► REMAIN SAME AS SHOWN IN THE APPROVED SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY N irr OVAL 1 Ct SEE SHEET 27 C 7 i 23 24 I.. A i NOTES. PAINT 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS PAINT PER CALTRANS STD. SPEC.i D RELIANCE DRIVE PHASES 1 & 2 SEE SHEETS 21-23 FOR STREET PLAN SCALE: HORIZ. 1" = 50' VERT. 1" = 2' 06 r�► y 13 14 15 16 17 18 19 20 21 22 smi CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE CAL -TRANS TYPE VI ARROW CAL —TRANS TYPE 11 ARROW RIGHTLEFT OR STOP "STOP" & "AHEAD" MARKING PER CAL -TRANS STANDARDS I (E) PAVEMENT MARKINGS A� Im ow Ar DOCUMENT o. 00215166441 -- -- INSTALL1-7 __ _- __ __---__ _- -- -- P.M.MARKER 12023 Y U3 ca SHEET25 EET 1134 CD cm �N i i•IwMw•r i m — m Know whafs below. Call before r :g z b 27 28 Z9 30 31 32 �� 34 35 36 CITY RECORDS NO: ONE • a i .s w w *, +s I d CL 04 CC LU • Uj h INTERCONNECTNOTES.— �I i _ BOXES. INSTALL SCHEDULEPVC CONDUITI►SIDEWALK WITH ♦ PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET ' x' INTERCONNECT DETAIL) TRAFFIC SIGNAL INSTALL 3" SCHEDULE 40 PVC PLACEMENTTRAFFIC LIGHT ELECTRICAL CONDUITS BE PLACED PRIOR OF a BASE. !� TO TIONS LINES INSTALL ONE e SCHEDULE 40 FOR FUTURE IRRIGA PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES, INSTALL ONE 1 1/2" SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE AND STUBBED PAST SIDEWALK. ai PLANS FOR ADDITIONAL EASEMENT LEGEND. - AN EASEMENT GRANTED TO THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES RECORDED APRIL 23, 1942 IN BOOK 1077, PAGE #'r O OFFICIAL RECORDS. , , M aSUCCESSOR IN INTEREST KERN. 'MATCH PAVEMENT AS DIRECTED RESTRICTEDSEE ACCES DETAILON SHEET 29 McCUTCHEN RD. (MEDIAN ♦ C STATIONING(SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) THE AT O OF rD AND r 10+00.00 ACT 6873 STREET CONSTRUCTION a _-rz PLANS REVISED SHEET 5 �- EXISTING E !A LnCo ii J� .Cr$$- f Y off EXISTINGI CL CD �AN 4_ r-V 1'trT A tl ..JNE CURVE DATA x,1 ri M�II�I IIM�I�I��', II I��I���M I�I III II�� _ ± * •r a IIII �tII # � R LOT A SUMP \_'E'k CHINN LINK FEN'l-1 ::D _ _ _ 100 c r� u; co SEE PLAN SHEETS < M 6' BLOCK WALLR/W FL I 'i FROM HIGH SIDE. 5' - 70' ** _ IE 7' 48' - 6' ** 1'-1 ** ** � 10'CL o L/S 2' WALL FOOTING EASEMENTJ ALL EZ T. 2' PER THE FINAL AP 2' 2 1 4„ 2.00Z,4 EXISTING E PER. FT Jill 11# �ii# II 11��j,'•t11= =tt-ttt�-ttt=ttt-�ttt ~ttttt= T L„ S UCURB STANDARD5.5 SIDEWALKt=tt= t„MEDIAN PER CITY STANDARD S-3 PER C.O.B. STD. ST- 2 SADI EC T D1' -BAYfNJfCD-i JAJETCNfHGf II EEEfJR fJ JfffflfJ j1 - EXS ./1 ITING CURB & GUTTER Jq1I �tt� t E r U i fwhp h 1-3 MARKER c'ffvIOF` r'-',dKERS17I1I_D 7 -'R[--A-rm' V'v`A TE 1 L FE NOTE: CONSTRUCT STREET SEC71ON PER S SECTION 4 ON SHEET 2. R/W I- I 'N P L. A N'T ,.—EXISTING FENCE �i - Illlr Illlr I III I III 22.75 ! # r, # 32+45.15 # #' 32+52.59 •. ) # ♦ # # 32+82.58 a # ,,33+05.22 ,# i 33+12.90 SCALE: HORIZ. 1 50 VER T. V 2 30 31 V ♦ AA -M m1n •STD. CITY SURVEY U E T PER C.O.B. STDST-22 (TO BE CONS T. OR EXISTS A S NO TED) ET L IGH T- 5800 L UMEN PER C 0. B. D ST-271 TO ST-27 7 - STD. S TREE T L IGH T -- 9500 L UMEN PER C. 0. B, S7D ST-27.1 TO ST-27.7 STD. S TREE T SIC ETRO) PER C. 0. B, STD T-1 S. CITY STREET NAME SIGN E. STD T-1 STD. CURB RA UP E C. O.B STD S 10 Know what's below. DRIVEDRIVEWA Y PER . . STD T-7 Cal I before you dig. TRA FFIC CON rROL SIGN.. ST T. RAIL TO CEN TERLIESTTi - A S NO TED TYPE "'" CA TCH BA SIN. B. S ID S 1-1 - STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.B. STANDARD. LO RELIANCE DRIVE LA_ LO SEE SHEET INDUSTR"IAL Lu"'T - 106 LO 11 50 co LO UJ i� / MATIM III I 1-7 MTO E_X. u`- AIN LINK FENCEOM4-3MARKER --. / Ln u-) 00 6' BLOCK WALLR/W 55'ca_ R/W MiUM HIUH SIDL. 7' ' 12' > I ' WALL FOOTING EASEMENT E 1 Q, L/S PLR THE FINAL MAP WAIi EZMT. '* Uj 2' � 2' 1/ 1.EXISTING � PER. FT :1 2 = - =ttt= t� rtt-its tt tttt STANDARD .' SIDEWALK�' .. ' - _ttt=ttt�ttt=ttt�ttt_ =ttt=ttt=t*CONSTRUCTt „ E MEDIAN CUR t Jt =J JJJ fJJJ J PER CI STANDARDS- - • (1�� R PER C.O.B.STD. ST- S CUT 1' MATCH EP AS DIRECTED BY CITY ENGINEER *CHANGES TO THE TURN EXSI11NG CURB & GUTTER POCKET DESIGN SHALL BE APPROVED BY THE \)TA* 29+16038 CITY ENGINEER. 32 33 34 35 36 37 EXISTING FENCE 356o- ; I I I , I . fi356 _i_.__. - _ _ _ - _ _ _ ' _ _ _ _ _ I - - _ _ _._ - - _ _ _ _ _ - __._. _ _ I 44 I t 355 ' ; I fi � ' i I € � . t ' ----_ ....._.:.._.._.—.._..________._I_..,..._._...___._..___._...._........_._.._..__._,_._) fig._.....__...__________.....,. __....._�,...._._.._._______.._.....__....____....._.._ fi _ � _ .._.._.. � 4 � _______7 _ ! I ca tn c) L-A R_ot� -EP- 354 I i ► [ --d- # -0 354 1 - _ ___ _____ — __ U_ ' ' I I I I - ___ `` - _-- - - _. ____ _. ___ _ _ _ __. _._____ — __ _ _ _ — . __._. __.. __...L _______ ________ — — ___ x-EX. 6ROUND @ iEp I 1 C-4 + - ------ M�,5 ---- i ,1 i II 352 -------------�_ __ ----_--_--_—_—_—._----_--_—, —___-____ _ , 0 _ � ..._,......_.._.._ ii , _ _ _ _ ; ; o -________________________®____-- ___—__� .1 � J 352 _ 47 ON 2 73.9 91' 1 351 ........................... 351 ---------- 350 {t s 9y 350 1 I 1 I I I I j I fi E i I t ! CT(3R7I I I ' 356I l _. _-v - ------ I356 I i I I t 355i55 I I 1 1 I i : i I I 4 I i i I ! fi E j 3 354 354 ck: 353 IIi ` 4 I 3 I4 - -------- I Orf tnI 353 I 1 fi_icdCU7CHEN` I —-- ------------ 352 J3Z _�___ _ ____..._.._.____.________ �________ __. __ _ _ _ _ __._ __-�� _____ ___ ____.__.._ — ___ _ _ _ _ _ — _ _. _ _ _r i100 fi 1� 351I I fi I i 1 E 1 mm� l i E s 351 F/ir 350 350 CITY RECORDS # w s . , ( T t. 'mroiHH �r STATIONINGROT.ES0 PAINT 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W/THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH-02ALKYD THE BEGINS AT THE INTERSEC11ON OF RCONTRACTOR TO VERIFY EXIS11NG WIDTH OF TR 6873 BIKE LINE ANT COORDINATE°'i Ul) CD 00 CL Uj f f ce-'` CO - T00 SEE S EE 2fi 5 06STRIPING P r"S- - I I LOT I C41 IF=] I • f " 9 1 127.98 f . 131 t_ �; L. L_ t L. 6 ShRiPING PLAN 50 LO 7 d�. . t + rca_ ADDITIONAL NOTE.S: ALL CONFLICTING STRIPING TO BE REMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS I SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS R CHANGED, 4 REVISED STRIPING r L SHALLBE SUBMITTED TO THE CITY APPROVAL DAYS PRIOR TO PAVING. map 11 to ,: 0,1,44--1 PvI AHKI t 1 37 r VERT!i . - 7 I.. CHAIN LINK FENCE mil q 40 .N STD. STREET LIGHT LUMEN PER C O.B. STD ST 27.1 TO T-7. TD. STREE T NA ME SIGN (ME TRD) PER C. 0. B. STD 1 STD. CITY STREET NAME SIGN PER C.D.B. STD T 1 STD. CURB RAMP PER C.O.BS D ST-1 DRIVEDRIVEWA Y PER . . . STD T-7 TRAFFIC CONTROL SIGE C.O.B. ST PT. RA DIAL TO CEN TE LIE STA Tl - A S NO TE TYPE „ " CA TCIf BASI PER C. 0. B. STD S 1--1 STANDARDTRAFFIC SIGNAL I EC T, WIRING AND PULL BOXES PER. O.B. STANDARD. —EX CURB & GUTTER ,.,-EX BARRICADE —EX. E.P. EX DELINEATORS G Know what's b@IOW. 44 Call before you dig. CITY RECORDS NO ..iM. CL IL CC cc Uj F— h rZ (DCONOUTSIDENOTES.* STRUCT M R RAMP AT ALL MEDIAN BREAKS. AT LEFT TURN POCKETS ON TO HARDSCAPES. SEE MEDIAN MOWER RAMP DETAIL ON THIS SHEET PAINT 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W/THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH-02ALKYD IRRIGA11ON AT MIDPOINT MEDIAN, EXTENDING FROM 2 FEET TO Y jy ,jINSIDE MEDIAN, ANDYSTAMP P 2 FEET OR CHISEL "C" OF CURB OF MEDIAN AT THEIR LOCATION. THE °`, O OF McCUTCHEN BEGINS AT INTERSECTION OF GOSFORD AND R. 68AT 10+00.00 SEE RESITRICTED ACCESS DEATIL ON SHEET 4. BAY TPE► ) : R 0 1 0 RT. • R! 26+90.14 5.31 k. 27+00.1 t.,.: RT. t'r R i i.' 7' 127+60.14 t 27+70.14 i # • i W_ Rr _._ 1 # i • Iq O MEDIAN DATA :. �IIIjI IIIIIIIIIII III �IIII II!MI M�': III If ... III III II.II �I Iw IL R R i Y y STD CITY SUR VEY MONUMENT PER C. O.B. STD ST-22 E CONS T. OR EXIST S NO TED) STD. STREET LIGHT -- 9500 LEC.O.B. S7D ST 27♦ 1 TO ST-277 STREET LIGHT — 22000 LEC.O.B. STD ST-27. , TO T--27. 7 D. S TREE T NA ME SIGN TR) PER C 0. B, STD 1 D. CITYS IC.O.B. STD T1 STD. CURB RAMP PER C.O.BSDST1 DRIVEWA Y PER C.O.B. STDST-7 TRAFFIC CONTROL SIGN PER C.O.B. ST T. RA DIAL TO CEN TERLI TC — A S NO TE TP ' " CA TCH BA SIN PER , B, S TD ST--1 -STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PERC.O.B. STANDARD. Z_%6 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41,42 McCU _1___CnEN ROAD PHASE 1 SEE SHEET 27 FOR STRIPING PLAN SEE SHEET 26 FOR STREET PLAN SCALE: HORIZ. 1" = 50' VER T. 1 " = 2" what's Call before you dig. CITY RECORDS VI f. rr co 0. VL LU w I. c1c NOTES# INTERCONNECT CONDUIT AND PULL BOXES. INSTAL! ONE - 2* SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK NTH # 5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 47 FOR INTERCONNECT DETAIL) TRAFFIC SIGNAL INSTALL TWO - 3" SCHEDULE 40 PVC TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 47 SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES, INSTALL ONE 1 1/2- SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER EASEMENT LEGEND* AN EASEMENT GRANTED TO THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES RECORDED APRIL 23, 1942 IN BOOK 1077, PAGE 164 OF OFFICIAL RECORDS. CITY OF BAKERSFIELD AS SUCCESSOR IN INTEREST TO THE COUNTY OF KERN. ZD C) C) LO %--f PM 12023 b-01 co 00 Cc:> ac C6 z U- >_ LO re) rn C> ce- re) LO P.M. BK 61, PG. 68 C) C, CL LO ui W "i "i ,ED- 00 L cs LO U") —R/W DEDICATED PER ro ro LO LO cn - LO LO po PC) �0� win DOC NO. 0216099860 0- C3- -WW 1< 00 UJ Lue cmm ca E� 7� 0000 ---EX SIDEWALK E. P. R-26 (CA) LO LO LOD LOD LO EX F-LO-W-L-INE LL R/W DEDICATED PER 114-114- w) I C> C) CD CC)) -____ --_____ 4_1 �EW E.P. 77 -26(CA) C O. 203449 arEICADE I - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - 4 - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - ---- --- �--EX E.P. c Cp CD LO -26 L(�A u,_3 E� E. --- ---------- R C-4 EX DELINEATORS \A - 4 C) C _C) Plot 04f I CN c:> c� c> _- jtcc�l C, C) C) C) ENTERLINE::�� 39 ---AV 42 44 - z - — - — --I-- _bt_ _ __ _. - __J78 - — - i - ____ __ -----to - __ C) 1C CD1 I -:S SAWCUT�P E �k(JT% X. E. P. EX DETAIL 22 _01 EX. EP CENTERLINE co Ln EX DE U-3 C EX FL-, EX 5' BIKE LANE EX FL,:,� 4W V_ BIKE LANE W]_/ WI[H-11 -Y-Ln EX R/W OM4-3 MARKER Ln LZ BAKL_ J1 A-D �A N T ',T > 1 V 1 1 i 4 N ctl_ (�O 1lllll 50 APRICOT GROVE WAY C/-) SCE SHEET 4 99-ANEWM EX. W1 7 WITH OMI-3 r MARKER cf� NOM CWSWCT MEET PR SEC710N 4 ON SHEET Z mccu_/`G'4"HEN ROAD SEE %.Eff 28 FO? SMIPWG PLAN SEE SHEET 29 FOR MEMM PLAN 55 - - — - — - — - — - — - — - — S 89°00'S8" E sAWCIJT X. CHAIN LINK FENCE m I U CL ui **NEW PAVING uj U- SAWCUT 1' AND MATCH EP AS - DIRECTED BY CITY ENGINEER S TD. Cl T Y SUR VE Y MONUMEN T PER C. 0. B. S 7D S (TO BE CONS T. OR EXIS TS A S NO TED) <> STD. STREET LIGHT — 5800 LUMEN PER C O.B. STD ST-271 TO ST-27 7 STD. STREET LIGHT — 9500 LUIVEN PER C. O.B. STD S7-271 TO ST-27 7 + STD. S TREE T NA IVE SIGN (ME TRO) PER C. 0. B. S TD I— I + STD. CITY STREET NAME SIGN PER C. O.B. STD T-1 STD. CURB RAMP PER C.O.B STD ST-10 DRIVEWA Y PER C.O.B. STD ST-7 IRA FFIC CON TROL SIGN PER C 0. B. S T P T. RA DIA L TO CEN TERLIE S TA TION — A S NO TED -w- TYPE "A " CA TCH BA SIN PER C. 0. B. S TD S T— 14 STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES PER C.O.3 STANDARD. S 55' FL R/W 36 7 cq 167 0 *EXISTING EXISTING FENCE N 1-43-1.68,1* EXSI'flNG CURB & GUTffR F STA.42+63.58 STA.36+46.85 *VERIFY ELEVATION OF EXISTING E.P. AND NOTIFY ENGINEER OF ANY DISCREPANCIES **ADD NEW PAVING AS DIRECTED BY CITY ENGINEER V i L A K 0 B __N M SCALE: 1 20' 20' 100 ot 20" 40 9 Know what's below. Cal I 1efore vou dim