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jj IR i iTl 131 "1 iqk 7m lom I ir IIIIIIII I r% LENY0 ASPHALT (E) PAVING GRADE BREAK (E) STORM DRAIN MANHOLE, BEFORRVE NEW STORM DRAIN HOLE GAS METER (E) SEWER MANHOLE BUILDING NEW SEWER MANHOLE GROUND (E) STREET LIGHT BLOCK WALL NEW STREET LIGHT GUY WIRE (E) SIGN Cr (E) FIRE HYDRANT HOSE BIB (E) BLOWOFF VALVE BEGIN VERTICAL CURVE NEW SIGN + NEW STREET NAME SIGN' BACK OF WALK (E) MONUMENT JOINT POLE NEW MONUMENT 6 NEW WALL + (E-) STREET SIGN D_ STORM DRAIN D (E) STORM DRAIN S SANITARY SEWER NATURAL GRADE (E) SANITARY SEWER CENTERLINE GRADED SLOPE (SEE GRADING PLAN) OVERHANG (EAVES) TRACT BOUNDARY CHAIN LINK FENCEPL 64 LF PROPERTY LINE / ROW LINE —W— WATER LINE 4io I 1=1 PHASE LINE fHt DELIVERY OF THIS-DRAWINGSHOULD NOT T 9E CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF DPSl-OF ANY FUTURE USE. ANY USE OF THIS_iNr_lMATION is AT THE SOLE RISK OF THE USER., SANITARY SEWER & STORM DRAIN FOR TRACT 7an4 PHAbE 1=3 RED Rocx_jc� • TRACT 7359 a4 DOWNIjE AC ASPHALT GB GRADE BREAK BC BEFORRVE om GAS METER BLDG BUILDING GRD GROUND BLKW BLOCK WALL GUY GUY WIRE BCR BEGIN CURVE RETURN He HOSE BIB BVC - BEGIN VERTICAL CURVE 1w INVERT ELEVA11ON BW BACK OF WALK JP JOINT POLE CATV CABLE BOX MAX MAXIMUM CB CATCH BASINTELE)ASION MIN MINIMUM CF CURB FACE NG NATURAL GRADE CL CENTERLINE OH OVERHANG (EAVES) CLF CHAIN LINK FENCEPL 64 LF CMP 'CORRUGATED METAL PIPE PB ULL B'PIPELINE POX CO CLEAN 'OUT (SEWER) PP POWER POLE CONC CONCRETE Pvc PLASTIC PIPE DL PAYLIGHT RCP REINFORCED CONCRETE PIPA DI DROP INLET RR RAILROAD DIA DIAM R R/W RIGHT OF WAY DWY DRIVEWAY SS SANITARY SEWER EC END CURVE SL STREET LIGHT ELEC ELECTRIC. SWI SIDEWALK EDR EDGE DIRT ROAD SDMH STORM DRAIN MANHOLE EP EDGE OF PAVEMENT SSMH SANITARY SEWER MANHOLE ETW EDGE TRAVELED WAY Tc TOP OF CUR 1 8 EUC EUCALYPTUS TELE TELEPHONE EVC END VERTICAL CURVE TOE TOE OF SLOPE EX EXISTING TOG TOP OF GRATE FNC FENCE TOP TOP OF SLOPE FF FINISH FLOOR TOW TOP OF WALL FG FINISH GRADE TYP TYPICAL FH FIRE HYDRANT VLT VAULT FL PLOW LINE WM WATER METER FS FINISH SURFACE WV WATER VALVE NOTE: ABBREVIATIONS SHOWN ABOVE MAY OR MAY NOT BE EVIDENT ON MAP. 0- 0 U 'A N'T I T 1, E . S: UMN&E IIEMS - EHME - 1 PHASE 2 28ASE 3 LQT& UNIT MANHOLES 7 0 0 7 EA CATCH BASIN UP TO 5' OPENING 2 0 0 2 EA CATCH BASIN 6' OPENING 2 0 0 2 EA 24- RCP (CLASS 111) 1,727 0 0 1,727 LF 24- RCP (CLASS IV) 33 0 0 33 LF 118- RCP (CLASS 111) 434 0 0 434 LF 18" RCP (CLASS IV) 64 0 0 64 LF TIE—IN (EXISTING STUB) 1 0 0 1 EA SMM SMEB EEME I ELME 2 EEME 3 IQI& UNIT 4" PVC 2,053 2,505 0 4,558 LF 6" PVC 200 0 0 200 LF 8" PVC 3,902 1,639 0 5,541 LF STANDARD MANHOLE (6-8' DEEP) 4 3 0 7 EA STANDARD MANHOLE (9-12' DEEP) 10 5 0 15 �EA STANDARD MANHOLE (13-16- DEEP) 1 0 0 1 EA .6" 'CLEAN OUT 2 0 0 2 EA RAISE MANHOLE TO GRADE 1 0 0 1 EA VIDEO SEWER 4,255 1,639 0 5,894 LF TIE IN, 7, MAIN 1 0 0 1 EA s` Be -3 rm-7, VICINITY MAP ER 04 cn PROJECT CCONTACTS:W Fco co } .0 0 z 4 OWNER / DEVELOPER OLD RIVER ROAD, LLC 998 HOUSTON STREET, SUITE #C GROVER BEACH, CA 93433 (805) 481-4033 CIVIL DIVERSIFIED PROJECT SERVICES INTERNATIONAL ui m 1998 SANTA BARBARA AVE. SUITE 200 oil* SAN LUIS, OBISPO, CA 93,401 5 PH: (805)250-2891 w CONTACT-, A4BERTO LOPEZ c/) < E ALOPEZODPSIINC.COM 0 zo 6§ 00 !g F 6,N 6 SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 0 < 5351 OLIVE DRIVE, SUITE loo w z a- Of CL BAKERSFIELD, CA 93308 w PH:: (661)371-2800 w CONTACT-. ROLLAND VAN DE VALK U- z &L 0 3: A RVANbEVALK0DPSIINC.COM w U) 8 w GEO'ItCH: KRAZAN & ASSOCIATES, INCL > 2205 COY AVENUE a qr V In BAKERSFIELD, CA 93307 PH: (661)837-9200 CONTACT' DAVID JAROSZ < 70 20 QSD- DIVERSIFIED PROJECT SERVICES INTERNATIONAL ui 1998 SANTA BARBARA AVE. SUITE 200 LLQ SAN LUIS OBISPO, CA 93401 74 PH' (805),250-2891 70 77 'm CONTACT: ALBERTO LOPEZ ALOPEZODPSIINC.COM so WAX N .n ,_ 9 LEGAL DESCRIPTION a 3 4 w "T luz BEING A MERGER AND -RE—DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT 72-04, LOT "B" OF LOT LINE -0385 AND LOTS 64, AND - 65 OF TRACT 6678. AL < ADJUSTMENT NO. 14 SO BEING A PORTION OF S.W. OF jjtE ItOAD SEC. 29, T. 305., P. 27E., M.D.M. IN THE CITY OF BAKERSFIELD. BERKSHIREmA W_ E TRACT 7267 r 7 BENCHMARK- "ll ni-I TOP OF KEYCONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF Ar M A TRACT MAP No. 6S59, PHASE 2. SCALE: 1 *=200' ELEVATION 344.54 (U.S.G.S DATUM PER TRACT 6359-2 IMPROVEMENT PLANS) > w 0 wo'kLE BASIS OF BEARINGS 00 ZRIMETLlb I I AU� THE BEARING OF S 89*17'52" E FOR' THE SOUTH LINE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E. M.D.M. SHEET NO. REV. NO, SHEET TITLE (AND BEING THE CENTERLINE OF MCCUTCHEN ROAD PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN ON THIS MAP. 1 D TITLE SHEET 0 2 D NOTE SHEET 3 D LAREDO DRIVE SITE IRNFORMATION 4 D LAREDO DRIVE APN: 540-010-09, 54 5 D BROKEN SPUR DRIVE & WINDFALL LANE 540-082-21 6 D MOONSHINE FLATS DRIVE 540-092-01 7 D STALLION SPRINGS DRIVE NUMBER OF LOTS: 138'- 39.66 GROSS ACRES 8 D CATTAIL CREEK WAY PHASE 1 - 88 LOTS z 9 D CATTAIL CREEK WAY PHASE 2 - 27 LOTS PHASE 3 - 23 LOTS Oct 10 D MIDNIGHT CREEK WAY cC 11 D SADDLEBACK CANYON ROAD J UTIfL.ITI S,,: , j MIFESELEURIQ SEWEEMOM DRAIN S/ QITY EJRE BT PG & E CITY OF 'BAKERSFIELD 0 Vi W INEIERS b"TATEMENT 2101 H STREET 0 BAKERSFIELD, 'CA 93301 PH: (877)743-7782 PHBLI551WSPH: (661)326-3911 : (),32&-,3724 WI HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT NO 67602 RMWUEES DEPT. BRIGHTHOUSE NETWORKS > Lj REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 1000 BUENA VISTA ROAD PH: (661)323-4:892 lij I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND MY ERRORS,BAKERSFIELD, CA 93311 OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE V PH: (661)326-3000 IELEPHONE CORRECTED DURING CONSTRUCTION. AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS OF, CAO TW TELECOM SUBMITTED TO THE CITY ENGINEER. PH'. (661)616-5500 j & OIL 71 ff m a Pt C., "o " REVIEWED- LL� Le__$lll_t INI ASSISTANT PUBLIC WORKS DIRECTOR DATE UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811. APMVED: NIC OLAS FIDLER-PUBLIC WORKS DIRECTOR R.C.E. #61069 DIAL TOLL FREE 811 OR 1-800-227-2600) 1.2 - 7 3 0 4 P h 1- 3 T LEAST TWO DAYS BEFORE YOU DIG E ALERT OF CALIFORNIA CITY RECORDS NO: N W E ER 04 cn PROJECT CCONTACTS:W Fco co } .0 0 z 4 OWNER / DEVELOPER OLD RIVER ROAD, LLC 998 HOUSTON STREET, SUITE #C GROVER BEACH, CA 93433 (805) 481-4033 CIVIL DIVERSIFIED PROJECT SERVICES INTERNATIONAL ui m 1998 SANTA BARBARA AVE. SUITE 200 oil* SAN LUIS, OBISPO, CA 93,401 5 PH: (805)250-2891 w CONTACT-, A4BERTO LOPEZ c/) < E ALOPEZODPSIINC.COM 0 zo 6§ 00 !g F 6,N 6 SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 0 < 5351 OLIVE DRIVE, SUITE loo w z a- Of CL BAKERSFIELD, CA 93308 w PH:: (661)371-2800 w CONTACT-. ROLLAND VAN DE VALK U- z &L 0 3: A RVANbEVALK0DPSIINC.COM w U) 8 w GEO'ItCH: KRAZAN & ASSOCIATES, INCL > 2205 COY AVENUE a qr V In BAKERSFIELD, CA 93307 PH: (661)837-9200 CONTACT' DAVID JAROSZ < 70 20 QSD- DIVERSIFIED PROJECT SERVICES INTERNATIONAL ui 1998 SANTA BARBARA AVE. SUITE 200 LLQ SAN LUIS OBISPO, CA 93401 74 PH' (805),250-2891 70 77 'm CONTACT: ALBERTO LOPEZ ALOPEZODPSIINC.COM so WAX N .n ,_ 9 LEGAL DESCRIPTION a 3 4 w "T luz BEING A MERGER AND -RE—DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT 72-04, LOT "B" OF LOT LINE -0385 AND LOTS 64, AND - 65 OF TRACT 6678. AL < ADJUSTMENT NO. 14 SO BEING A PORTION OF S.W. OF jjtE ItOAD SEC. 29, T. 305., P. 27E., M.D.M. IN THE CITY OF BAKERSFIELD. BERKSHIREmA W_ E TRACT 7267 r 7 BENCHMARK- "ll ni-I TOP OF KEYCONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF Ar M A TRACT MAP No. 6S59, PHASE 2. SCALE: 1 *=200' ELEVATION 344.54 (U.S.G.S DATUM PER TRACT 6359-2 IMPROVEMENT PLANS) > w 0 wo'kLE BASIS OF BEARINGS 00 ZRIMETLlb I I AU� THE BEARING OF S 89*17'52" E FOR' THE SOUTH LINE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E. M.D.M. SHEET NO. REV. NO, SHEET TITLE (AND BEING THE CENTERLINE OF MCCUTCHEN ROAD PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN ON THIS MAP. 1 D TITLE SHEET 0 2 D NOTE SHEET 3 D LAREDO DRIVE SITE IRNFORMATION 4 D LAREDO DRIVE APN: 540-010-09, 54 5 D BROKEN SPUR DRIVE & WINDFALL LANE 540-082-21 6 D MOONSHINE FLATS DRIVE 540-092-01 7 D STALLION SPRINGS DRIVE NUMBER OF LOTS: 138'- 39.66 GROSS ACRES 8 D CATTAIL CREEK WAY PHASE 1 - 88 LOTS z 9 D CATTAIL CREEK WAY PHASE 2 - 27 LOTS PHASE 3 - 23 LOTS Oct 10 D MIDNIGHT CREEK WAY cC 11 D SADDLEBACK CANYON ROAD J UTIfL.ITI S,,: , j MIFESELEURIQ SEWEEMOM DRAIN S/ QITY EJRE BT PG & E CITY OF 'BAKERSFIELD 0 Vi W INEIERS b"TATEMENT 2101 H STREET 0 BAKERSFIELD, 'CA 93301 PH: (877)743-7782 PHBLI551WSPH: (661)326-3911 : (),32&-,3724 WI HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT NO 67602 RMWUEES DEPT. BRIGHTHOUSE NETWORKS > Lj REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 1000 BUENA VISTA ROAD PH: (661)323-4:892 lij I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND MY ERRORS,BAKERSFIELD, CA 93311 OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE V PH: (661)326-3000 IELEPHONE CORRECTED DURING CONSTRUCTION. AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS OF, CAO TW TELECOM SUBMITTED TO THE CITY ENGINEER. PH'. (661)616-5500 j & OIL 71 ff m a Pt C., "o " REVIEWED- LL� Le__$lll_t INI ASSISTANT PUBLIC WORKS DIRECTOR DATE UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811. APMVED: NIC OLAS FIDLER-PUBLIC WORKS DIRECTOR R.C.E. #61069 DIAL TOLL FREE 811 OR 1-800-227-2600) 1.2 - 7 3 0 4 P h 1- 3 T LEAST TWO DAYS BEFORE YOU DIG E ALERT OF CALIFORNIA CITY RECORDS NO: w*414 W"m I 0 - z - c14r) w00 U— 0 r-, 0 0 N a. cq O (o CL Lu 12A LQ Z 0- 0 ..rj CL 0 uj d3 Z uj ER 04 cn PROJECT CCONTACTS:W Fco co } .0 0 z 4 OWNER / DEVELOPER OLD RIVER ROAD, LLC 998 HOUSTON STREET, SUITE #C GROVER BEACH, CA 93433 (805) 481-4033 CIVIL DIVERSIFIED PROJECT SERVICES INTERNATIONAL ui m 1998 SANTA BARBARA AVE. SUITE 200 oil* SAN LUIS, OBISPO, CA 93,401 5 PH: (805)250-2891 w CONTACT-, A4BERTO LOPEZ c/) < E ALOPEZODPSIINC.COM 0 zo 6§ 00 !g F 6,N 6 SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 0 < 5351 OLIVE DRIVE, SUITE loo w z a- Of CL BAKERSFIELD, CA 93308 w PH:: (661)371-2800 w CONTACT-. ROLLAND VAN DE VALK U- z &L 0 3: A RVANbEVALK0DPSIINC.COM w U) 8 w GEO'ItCH: KRAZAN & ASSOCIATES, INCL > 2205 COY AVENUE a qr V In BAKERSFIELD, CA 93307 PH: (661)837-9200 CONTACT' DAVID JAROSZ < 70 20 QSD- DIVERSIFIED PROJECT SERVICES INTERNATIONAL ui 1998 SANTA BARBARA AVE. SUITE 200 LLQ SAN LUIS OBISPO, CA 93401 74 PH' (805),250-2891 70 77 'm CONTACT: ALBERTO LOPEZ ALOPEZODPSIINC.COM so WAX N .n ,_ 9 LEGAL DESCRIPTION a 3 4 w "T luz BEING A MERGER AND -RE—DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT 72-04, LOT "B" OF LOT LINE -0385 AND LOTS 64, AND - 65 OF TRACT 6678. AL < ADJUSTMENT NO. 14 SO BEING A PORTION OF S.W. OF jjtE ItOAD SEC. 29, T. 305., P. 27E., M.D.M. IN THE CITY OF BAKERSFIELD. BERKSHIREmA W_ E TRACT 7267 r 7 BENCHMARK- "ll ni-I TOP OF KEYCONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF Ar M A TRACT MAP No. 6S59, PHASE 2. SCALE: 1 *=200' ELEVATION 344.54 (U.S.G.S DATUM PER TRACT 6359-2 IMPROVEMENT PLANS) > w 0 wo'kLE BASIS OF BEARINGS 00 ZRIMETLlb I I AU� THE BEARING OF S 89*17'52" E FOR' THE SOUTH LINE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E. M.D.M. SHEET NO. REV. NO, SHEET TITLE (AND BEING THE CENTERLINE OF MCCUTCHEN ROAD PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN ON THIS MAP. 1 D TITLE SHEET 0 2 D NOTE SHEET 3 D LAREDO DRIVE SITE IRNFORMATION 4 D LAREDO DRIVE APN: 540-010-09, 54 5 D BROKEN SPUR DRIVE & WINDFALL LANE 540-082-21 6 D MOONSHINE FLATS DRIVE 540-092-01 7 D STALLION SPRINGS DRIVE NUMBER OF LOTS: 138'- 39.66 GROSS ACRES 8 D CATTAIL CREEK WAY PHASE 1 - 88 LOTS z 9 D CATTAIL CREEK WAY PHASE 2 - 27 LOTS PHASE 3 - 23 LOTS Oct 10 D MIDNIGHT CREEK WAY cC 11 D SADDLEBACK CANYON ROAD J UTIfL.ITI S,,: , j MIFESELEURIQ SEWEEMOM DRAIN S/ QITY EJRE BT PG & E CITY OF 'BAKERSFIELD 0 Vi W INEIERS b"TATEMENT 2101 H STREET 0 BAKERSFIELD, 'CA 93301 PH: (877)743-7782 PHBLI551WSPH: (661)326-3911 : (),32&-,3724 WI HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT NO 67602 RMWUEES DEPT. BRIGHTHOUSE NETWORKS > Lj REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 1000 BUENA VISTA ROAD PH: (661)323-4:892 lij I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND MY ERRORS,BAKERSFIELD, CA 93311 OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE V PH: (661)326-3000 IELEPHONE CORRECTED DURING CONSTRUCTION. AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS OF, CAO TW TELECOM SUBMITTED TO THE CITY ENGINEER. PH'. (661)616-5500 j & OIL 71 ff m a Pt C., "o " REVIEWED- LL� Le__$lll_t INI ASSISTANT PUBLIC WORKS DIRECTOR DATE UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811. APMVED: NIC OLAS FIDLER-PUBLIC WORKS DIRECTOR R.C.E. #61069 DIAL TOLL FREE 811 OR 1-800-227-2600) 1.2 - 7 3 0 4 P h 1- 3 T LEAST TWO DAYS BEFORE YOU DIG E ALERT OF CALIFORNIA CITY RECORDS NO: cf) F- W F- W w w U) w*414 W"m I 0 - z - c14r) cf) F- W F- W w w U) r- m -q 0 LU I 0 - cl) w00 U— 0 r-, 0 0 N a. 0 0 » r r r r ! r + • i r " • r !. a ! i" ! r x � r r, r r i r r ,� � � ! : s a. r r r s r • . .. r rr r a • • •- • `• r i • oil r i a• : ;, ! ) a i rra i •• : • • a a ! a, a !!1 • a rra ! it a i r sr. r • `+ •• � r'a l; a„!; ! , i rra r ! r S •rr r • •- ! • e r # s r # • r-., • r • ar �,•, ar +- a r .ra a ;a .! r i. r r r r• r r r ! r a •. .. •* • _ � a rra w r r • • _ ! a .. : - a a 1. , ar ! „� r a •'i i '` r � :• •• •• r a � • i x i •a ! a � #i 3 i a r+ ar • a. i � :, i .•i. • i .. i w w- THE DELIVERY OF THIS DRAWING SHOULD NOT BE CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE LOSE OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF OF'SI OF ANY FUTURE USE. ANY USE OF IFAS INFORmA i fON'IS AT THE SOLE RISK OF THE USER. •..1L ! �,,.i 1 r w a r, a r i t # • r r • a, r r r • r i ar # it .r a ar • • ar r ! ar r,r! r w r r r r i i'a r r • . !� • • r i`•i • a a : A # •• i • • • r .r r i • f` • • • !.. r• • i • r r � : r r x ar#. # r • t r� • r s 1+ i• i' # i ` # a a r� r x �# #` r '. i ar a a r � a! i r r ! • •` a rr • i i' r_a r ar ! r r � • # • i r ar # a • •r a rra r _ � r r M . a • y a r , r r i r.. y a» ® • #, r • + a �+ •• # ! • it .a � it arr a i # • `i# • ` • • + • r ` a # •- + r a ar if ! # # • r ar �•r # # ! . : i A r # #` :•' it •+ • ` # • !' 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'" + s 'r `. °i i •`i • • r ! ! # i • ry it a ., a# r. a. • ria r r r w i » ! :!r r ! r # 'w • !! ! ! f •" Ira a • a ` `i r = • � i i` = i r=' • r+ •a. a rr i s r ii a • !r � � ! ai rr a 9 1111 LZ [16tic •• , •• ! ! r r r � • • r • ! •"i' • !• : # a rr • f r it ,►i•• ! iM : `• • ! i � r r r • 1 • 7,f M t 1 ,R • • # • r w r r r RM 9 r r • r,. . . .! i a r .. a r mrr•! r • + i • i • r i t • • r• i r r i ! 164 ro I - a1 , i c r # ,, .. r r w• y a w!, a#• r r r • a i r r r w a P a # i r :•• r� • # • : a i • • i 'r em i m leii i° r • • • ar lra, r ! - r • r r a• r r a ry ar ••� r r air= ! _ ! • •`i ! ! r !• r � r Lem, ki1l 01 l_ ` ! i i r • • •= i� ! • • r `i ml 4 •• : • `:• • :' r , r r i a s! r • r w r, r # ! r # i r r: r r it •_ ! i ! r i ! ! i i r # •`i • a # • r a ! • a i a i • r •`! i i, ! r r !• •• ` •• • : i !r iai i ! : = r i ri i # i r• • • •• ! •+ •• • rr a• a i ! ! •• r•• r : !r ••ar ar r! • #r ' • !• i• r x i '•f" a ,• r,r # i"r r"i` r r r i` i ! • r #! _ # r . •a y • r i i ' i • i• • • i' '• •• r° r r ,! •! i• i `• i i r rlk Li r r i • # # fi r r • • r r • r, w i f i, • � ari° a • "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 DETAILS 39, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) MAXIMUM RELATIVE DENSITY FOR THE TOP 'FINISHED THIRTY INCHES (3t3 ), AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 R 231 OR ASTM CUR IT 1 57 AND ONE OF THE FOLLOWING: D2922 OR OD 0 (CURRENT EDITION) D 5 D D1556. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER SUBDIVIDER CONTRACTOR. THE NUMBER AND LOCATION OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. IF THE RELATIVE COMPACTION AS DETERMINED BY TESTING FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE—EXCAVATED AND RE—COMPACTED. 14. ISTALL910 N SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LiNEAR FOOT SHALL INCLUDE, BUT NOT BE 'LIMITED TO, EXCAVATION, BEDDING AND BACKFILL. BAI�D_Li„ ISG= OE M&MIALS: ALL PIPE FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING,, HANDLING AND PLACING OF MATERIALS. SPECIAL CARE SHALL BE EXERCISED SO THAT PERFORMED RESILIENT JOINTS ON PiPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING: NO PIPE SHALL BE LAID UN11L DPSI INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER, OR AS DIRECTED BY DPSI. PIPE LAYING SHALL PROCEED WiTH EACH PIECE LAID TRUE TO LINE AND GRADE, AND iN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE, AND TO PRESENT SUDDEN OFFSETS iN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PiPE SHALL BE °CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOiNT OPERATIONS AND SHALL BE ONLY SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX 6. ` HOLES SHALL BE CAVA AHEAD OF ACTUAL PIPE LAYING ON ACCOUNT OF (} L EXCAVATED EA , THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. �l1N.G PIPE: THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING IF NECESSARY'TO THE ASSEMBLY, ERECTION, AND COMPLETION 1 OF WORK. ALL PIPE SHALL BE CUT TO FiT ACCURATELY, WiTH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED ,FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING: ALL SEWERS SHALL BE TESTED FOR''TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. 'TESTING SHALL BE CONDUCTED iN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC: 318=6(4), OR THE WATER EXALTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, 'TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARDS SPECIFICATIONS" FOR PUBLIC WORKS . CONSTRUCTION, AND CHAPTER 13 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY DPSI 24—HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES: CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED AS AT NIGHT THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD .CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED IN TO AN EXISTING SEWER LINE. SEAES LATERALS : SEWER LATERALS SHALL CONFORM TO THiS PARAGRAPH IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING U TOEXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE . MANUFACTURER'S RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 15. > M. IMNG; A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO, INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO ' WILL ALSO INITIAL AND` DATE THE "CHAIN OF W L.L CUSTODY" FORM. THE SUBDIViDER SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT iN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY' FORM AND A WRITTEN LOG, WHICH INCLUDES THE STATIONING, 'BASED ON THE STATIONING OF THE, APPROVED PLANS, OF ALL CONNECTED LATERALS OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 16. WYE FITTINGS SHALL BE INJECTION MOLDED IN—UNE TYPE AND SHALL BE USED FOR ALL ,LATERAL CONNECTIONS AND SHALL BE ROTATED A MiNIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLAN RUNNING THROUGH THE CENTERLINE OF THE MAiN. ALL LATERALS SHALL BE FOUR INCHES (4") IN DIAMETER UNLESS NOTED OTHERWISE ON THE PLANS, EXTENDING A MiNIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30' OF COVER AT FLOWLINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DETAIL SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. 17. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG AND SOLVENT WELDED. 18. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS D-18 AND 0--19 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 STANDARDS DETAIL SW -6.. 19. aQ„IRED/JACKED PIPE: CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE ENO. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED iN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY. ANY ADDITIONAL STRENGTH REQURIED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE.. THE CONTRACTOR SHALL SUBMIT TO DPSI, :FOR APPROVAL, ALL PLANS OR BORING/JACKING OPERATIONS PRIOR TO COMMENCING BORING AND JACKING OPERATIONS. BORING/JACKING OPERATIONS SHALL BE CONDUCTED iN A SAFE AND EFFICIENT MANNER, ;CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL' E H P OF PIPELINE TO THE LINE AND B JACKED WITH. SUCH RECISION THAT WILL ALLOW THE REPLACEMENT 0 H E GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AiR—BLOWING SAND EQUIPMENT, OR ANY OTHER MEANS ACCEPTABLE TO DPSI UPON APPROVAL. IT I T CONTRACTOR'SR A TIMES. SHOULD THE S HE RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF ANY MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH' AND INSTALL BREASTBOARDING AND/0R FACE —CLOSURE WITH SUFFICIENT JACKS, TO INHIBIT THE SLOUGHING AND/OR CLOSING OF THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH DPSi WITH A DETAILED PLAN ' OF PROCEEDING WiTH THE WORK, FOR DPSI'S REVIEW AND APPROVAL. ANY AND ALL EXPENSES, THEREFORE, WILL BE CONSIDERED INCLUDED IN THE BIO PRICE AND NO ADDITIONAL COMPENSATION WiH BE MADE. 20. MINOS sTftl JST. ARES: PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE 'STANDARD SPECIFICATIONS AND THESE SPECIAL .PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS D-18 AN — D D 19. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD D-14. TEMPORARY GRATED INLETS SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE . SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 21. ADJUST SURVEY MOMENT ENCASEMENTS: SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARDS ST -13. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN STACKS OF CEMENT PER CUBIC YARD MAY BE USED, AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC MAY BE REDUCED TO A MINIMUM OF ONE 'DAY. THE MONUMENT WILL BE SET BY OTHERS; THE OWNER WILL PROVIDE BOUNDARY AND CONSTRUCTION SURVEYING. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYING IS REQUIRED. ANY MONUMENTFRAME OR COVER GED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 22. DUSI WhOOL 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. 23. RQRM WATER P.Q„=,TION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TiMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS. OF SAID PLAN. 24. SEWER LATERALS; CONTRACTOR TO STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL. 25. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THiS AREA UNTiL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAVE BEEN OBTAINED. 26. ANY ITEMS IN PUBLIC RIGHT-=OF—WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 1.2-7304 Ph 1 - 3 CITY RECORDS NO: ll Is 0 W H LU iU It IZ wN U z w EER � a AJ o t0 0 U . d CIO z V O Q Uo oCL Q w CII Ir o in w H w co U) W W � W W co J M �-- V o UJ D 11_ N G a cS w 0 n. TRACT 7267,Z Em (E) GAS LINE ml offUlly'.3 A LAREDO DRIVE . PHASE 1 1 7�0_ 51' TYP. 157.72'16+00 UJ UJI 6 o X (4"WE L=331.7 8" - PVC SDR 35 UJI lLLJ Shim UJ n 9 iff 40" Of 40# fmi t I I I 8CALE:1'*=40 .. ... . ....... --- - ------- ............ ...... . . .......... ........ .. t .......... z 00 4 z V) 00 0 co • _--co co 0) 0),_ z V 04 1* + 11- 00 1-0 00 :*Z(o �� » �s »m�i .v. wn,. S » »»,vz mmwv. v,.it wrw. F€k » » Lo te) - - ----------- -- -00 ----- ------- --------------- -- - -- ------ I ------- 0) cr) --- --- ---- + 44- Lo R7 n C-4 �41M "t - V_ ,ws w. N 5 u il'0) 0) z + wrMtn w z 'A; v EXISTING GROUND cr > > -l--1 . ... ........ ............ . w z U) (n w 00 ...... z ... ..... .... .......... 4 .. .......... . ..... ---------- "I En U) w 00 co 77777+77 IN— STREET PROFILE AT CENTERLINE 18 STORM DRAIN 8" WATER z INV.=344.74 ... ....... ........... . .. .......... ........ ... .......... ..... . ......... ...... it........... ... ......... ------------------ -4- _4 ................ 1- 100.00 LF 6" PVC SDR 35 0 1.0% LF 8" PVC SDR 35 0 —0.35% -1--331.74 LF 8"' PVC SDR 35 0 0.35% 341.76 T 71`ij... ......... . ......... ... . .......... t -75 110+00 10+50 11+00 1,1+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 1/1 LARED'O muo"mmi'VE, SCALE: 1 10' VERT, 1 40' HORZ. THE DE41VERY OF THIS DRAWING SHOULD NOT BE 0 a. -0 uj co X Wil: GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND �NryER DETAILS ARE EXACTOR TO INDICATE THAT THE USE 'g OF THIS DRAWING IMPLIES THE REVIEW AND to APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER. >ui o NV) + V) 0 0 z 0 0.1V) C_)j 33 1 7�0_ 51' TYP. 157.72'16+00 UJ UJI 6 o X (4"WE L=331.7 8" - PVC SDR 35 UJI lLLJ Shim UJ n 9 iff 40" Of 40# fmi t I I I 8CALE:1'*=40 .. ... . ....... --- - ------- ............ ...... . . .......... ........ .. t .......... z 00 4 z V) 00 0 co • _--co co 0) 0),_ z V 04 1* + 11- 00 1-0 00 :*Z(o �� » �s »m�i .v. wn,. S » »»,vz mmwv. v,.it wrw. F€k » » Lo te) - - ----------- -- -00 ----- ------- --------------- -- - -- ------ I ------- 0) cr) --- --- ---- + 44- Lo R7 n C-4 �41M "t - V_ ,ws w. N 5 u il'0) 0) z + wrMtn w z 'A; v EXISTING GROUND cr > > -l--1 . ... ........ ............ . w z U) (n w 00 ...... z ... ..... .... .......... 4 .. .......... . ..... ---------- "I En U) w 00 co 77777+77 IN— STREET PROFILE AT CENTERLINE 18 STORM DRAIN 8" WATER z INV.=344.74 ... ....... ........... . .. .......... ........ ... .......... ..... . ......... ...... it........... ... ......... ------------------ -4- _4 ................ 1- 100.00 LF 6" PVC SDR 35 0 1.0% LF 8" PVC SDR 35 0 —0.35% -1--331.74 LF 8"' PVC SDR 35 0 0.35% 341.76 T 71`ij... ......... . ......... ... . .......... t -75 110+00 10+50 11+00 1,1+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 1/1 LARED'O muo"mmi'VE, SCALE: 1 10' VERT, 1 40' HORZ. mm wm I#$ SEPARATION TABLE THE DE41VERY OF THIS DRAWING SHOULD NOT BE 0 a. -0 uj co CONSTRUED70 PROVIDE AN EXPRESS WARRANTY OR Wil: GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND �NryER DETAILS ARE EXACTOR TO INDICATE THAT THE USE 'g OF THIS DRAWING IMPLIES THE REVIEW AND to APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER. z to to 0 CL wU) 0 z mm wm I#$ SEPARATION TABLE 0 0 a. -0 uj co IOM ■ Wil: SEPA RATION (FT) �NryER z 'g 04 to �pu CONSTRUCTION NOTES INSTALL TYPE *A* SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. INSTALL 4' SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. INSTALL SANITARY SEWER CLEAN, OUT PER BAKERSFIELD STD. SW -5, SW -6 INSTALL TYPE *A* CATCH BASIN PER BAkERSRELD SM, D-14, D-16. INSTALL TYPE "B" STORM DRAIN MH PER BAKERSFIELD STD. D-18. PROTECT IN PLACE. (ADJUST TO FINAL GRADE) INSTALL CONCRETE CAP ON SD,UNE FOR FUTURE CONNECTION. EXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION., TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD' STD. SW -2. PATCH PAVEMENT PER ;BAKERSFIELD STD. SW -3. TIE INTO EXISTING 24* RCP STORM M DRAIN STUB, CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 11E INTO EXISTING SEWER MANHOLE STUB: CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. @ INSTALL TYPE 79 DROP 'MANHOLE PER BAKERSFII ED STD SW -3 (PROPOSED DETAILS). MANHOLE. PER SW -5. 13 INSTALL A 5.5" WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE)' PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. NOTES. ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL 57A = XX+XX.XX. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. LEGPNDs (E) STORM DRAIN MANHOLE NEW STORM DRAIN MANHOLE (E) SEWER MANHOLE NEW SEWER MANHOLE C>-----* NEW STREET LIGHT (E) SIGN NEW SIGN + NEW STREET SIGN Fol (E) MONUMENT NEW MONUMENT NEW WALL Ct (E) FIRE HYDRANT 6 {E) BLOWOFF VALVE + (E) STREET SIGN -D STORM DRAIN -D- (E) STORM SANITARY SEWER SANITARY SEWER W WATER LINE (E) GAS LINE GRADED SLOPE (SEE GRADING PLAN) TRACT BOUNDARY RIGHT Or WAY PHASE LINE SEWER EASEMENT GAS EASEMENT A GRADE BREAK 0 STRAIGHT GRADE 1.2-7304 Ph, 1 3 CITY RECORDS NO: b m"m W_ > 0 Q_ 0 0 a. -0 uj co F_ z LLI cf) uj z w < �NryER z 'g 04 to , z to to 0 CL wU) 0 z r 11L U) -1i => cp < w • 00 LL > cl) 0. w < E§ • uj z 6 0 0 ui > cic Wo .C4 0a ry 0 w z• W cl) LLJ C) a- W CL cl Wme"q W LL. L 'm w LAJ (j) 0 A F_ 0 uj z 'g F- w to , z 0 CL wU) r 11L U) -1i => (Q < • 00 LL r") cl) 0. • uj w 0 ui > cic ry 0 W cl) LLJ C) C) + 'm LAJ cl) F— In V) la co U) r_ 0 A F_ 0 uj w 'g F- w to , z LU co wU) r U) -1i => • 00 LL r") cl) 0. • 0 ui > cic 0 W cl) LLJ C) C) + cl) F— V) U) r_ 0 A F_ 14 uj w 'g F- w to , w LU co wU) r U) -1i => Lu 00 LL r") O 0. 9 t4 40" of 40' 80 f Awl HORZ SCALEI 40' o THtDELIVERY- OF THIS DRAWING SHOULD NOT BE CONSTRUED To PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND INSTALL TYPE 79 SANITARY SEWER MANHOLE PER BAKERSFIELD SM. SW -4, SW -5. ll INSTALL 4* SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND, OF THIS DRAWING IMPLIES THE REVIEW AND LATERALS 5' PAST RIGHT—OF—WAY. DIMENSIONS TO NON—STANDARD LENGTH LATERALS AS APPROVAL OF OPS1 OF ANY FUTURE USE. ANY USE OF SHOWN ON 'PLAN. C) INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 NEW SEWER MANHOLE + 347.00 INSTALL TYPE "B" STORM DRAIN MH PER BAKERSFIELD STD. D-18. to PROTECT IN PLACE. (ADJUST TO FINAL GRADE) �(E) SIGN V_ uj Li LLI TIE IN NEW 4" LATERAL TO EXISTING SEWER UNE. TRENCH EXISTING PAVEMENT PER NEW STREET SIGN 0 no TIE INTO EXISTING 24' RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO V) STARTING CONSTRUCTION FOR EXACT LOCATION. CL TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING c/) CONSTRUCTION FOR EXACT LOCATION. 12 C4 L6 (E) FIRE HYDRANT 33 OD +0 cis, INSTALL A. 5.5' WIDE (11' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD, DETAIL D-18. (E) STREET SIGN 31 3:10 32 < V) SE www E'R LATERAL TABLE DIRECTION S67 25' 24.47" W SEE SHEET ;6 MOONSH I INE FLATS DRIVE PHASE 1,2, & 3 CONSTRUCTION NOTES THtDELIVERY- OF THIS DRAWING SHOULD NOT BE CONSTRUED To PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND INSTALL TYPE 79 SANITARY SEWER MANHOLE PER BAKERSFIELD SM. SW -4, SW -5. ll INSTALL 4* SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND, OF THIS DRAWING IMPLIES THE REVIEW AND LATERALS 5' PAST RIGHT—OF—WAY. DIMENSIONS TO NON—STANDARD LENGTH LATERALS AS APPROVAL OF OPS1 OF ANY FUTURE USE. ANY USE OF SHOWN ON 'PLAN. THIS INFORMATION IS AT THE SOLE RISK OF THE USER. j INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 NEW SEWER MANHOLE INSTALL TYPE *A* CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. 347.00 INSTALL TYPE "B" STORM DRAIN MH PER BAKERSFIELD STD. D-18. 3.40 PROTECT IN PLACE. (ADJUST TO FINAL GRADE) �(E) SIGN INSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. uj EXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. LLI TIE IN NEW 4" LATERAL TO EXISTING SEWER UNE. TRENCH EXISTING PAVEMENT PER NEW STREET SIGN BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. no TIE INTO EXISTING 24' RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. NEW MONUMENT TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING c/) CONSTRUCTION FOR EXACT LOCATION. 12 INSTALL TYPE "A" DROP CHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). (E) FIRE HYDRANT MANHOLE PER SW -5. 13 INSTALL A. 5.5' WIDE (11' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD, DETAIL D-18. (E) STREET SIGN EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF 00 RIGHT—OF—WAY, AND ABANDONED IN PLACE. SEE SHEET 7 M, STALLION SPRINGS DRIVE -S L V) LLJ W, z V) 3: ............... . .. ... .. ... ........... ...... ........... .. ..... ..... .... . .... .... ....... ............. to ui 00 4 0. to + -3: 0 0 41. 0. CL cc, M to .0- Lo to V) > > > 4---_,-4-----j .......... LIND _ 7— w z z z EXISTING GROUND cn w CO _4 . ..... 00 00 (n cn w 00 . . . . . . . . . . . . . . . . . . . —T - — ------- r 4 ... .... ...... 4 .... ...... STREET PROFILE �..� v w� . xx.. <.w,..,vrrrr w„n , .. .,�wx. „,� n,.,wrr��n� . „rr,._m,«, { ,.n„ wx�.� .,.... „. n,w,w«.r� w. wrr. .�, n ..��rr,., ..a«...,« rr . �__ , �.. ��„.�,�w�... ,�,,,.�a � xrr.«�rr, .n�„w .,.,,,.mmw..�.,..,.,.,, ....... ......... 8 WATER,_...�w, w,.,, � .n.,w_, ,. w,. ,.,.., �_�.w.«.«,��,.xw«..,. «.,�<� -' 1-!----l---1 .. .... . ........... AT CENTERNE 8” WATER .x.. .. �� , ,<x .,, , <« ,, ,.a «„ _ . w«,„,.w w« m,.:� . _,wM ,x«.� _,i>€ .., .w,w, �.rr, ,. , ««, ,�'.,.. ,rrw, .�f w,..«w, a w, rr. . w.., , _,.v . _ .,. .w.« x � �.w, „«,� ,�.,, ,a� n, , ------- --- 7N, ------ ........... ...... . . J' .. ..... .... . ........ .. ..... . .... . ............ T" w. F- 80 31.74 LF PVC SDR 35 0 0.35%___ _______291.18 LF 8" PVC SIDIR 35 0 1.O%___ 7- 330 ----------- --- ------- - -- - -------- - --------- - - - -------------- --------- ---- --- 4- 325 16+00 nl THtDELIVERY- OF THIS DRAWING SHOULD NOT BE CONSTRUED To PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND (E) STORM DRAIN MANHOLE DETAILS ARE EXACTOR TO INDICATE THAT THE USE O OF THIS DRAWING IMPLIES THE REVIEW AND B APPROVAL OF OPS1 OF ANY FUTURE USE. ANY USE OF (E) SEWER MANHOLE THIS INFORMATION IS AT THE SOLE RISK OF THE USER. j 4.10 NEW SEWER MANHOLE F_ 347.00 NEW STREET LIGHT 3.40 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 LAREDO DRIVE. SCALE: 1 " = 10' VERT. 1 ss = 40' HORZ. 20+50 21+00 21+50 22+00 22+50 22-1 9 m* I TRACT BOUNDARY QT E S: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. ONTRAC-TOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP—kGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER, NOTE 10, SHEET 2. SEPARATION TABLE LOCATION (E) STORM DRAIN MANHOLE WATER O NEW STORM DRAIN MANHOLE B c,4 (E) SEWER MANHOLE 341.80 4.10 NEW SEWER MANHOLE F_ 347.00 NEW STREET LIGHT 3.40 w �(E) SIGN uj NEW SIGN LLI + NEW STREET SIGN ;RI' no (-E) MONUMENT NEW MONUMENT c/) NEW WALL Ct (E) FIRE HYDRANT (E) BLOWOFF VALVE + (E) STREET SIGN -D 00 STORM DRAIN n_ M, (E) STORM DRAIN -S LL SANITARY SEWER 04 0 (E) SANITARY SEWER W WATER LINE 0 cl) (E) GAS UNE GRADED SLOPE (SEE GRADING PLAN) TRACT BOUNDARY RIGHT OF WAY PHASE LINE M C.,) SEWER EASEMENT 0 GAS EASEMENT GRADE BREAK STRAIGHT GRADE SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT} B c,4 345.90 341.80 4.10 C F_ 347.00 343.600 3.40 1.2-7304 Ph 1 3 CITY, RECORDS NO: 11w 11 W (s) W4t c,4 W F_ 0 • all w ZA 11 W (s) W4t c,4 W F_ ELI %D w ZA uj (o LLI ;RI' Z: c/) D + •uj 00 M, C) LL 2 , 04 0 >N 0 cl) Cl) M C.,) w 0 m 0 0 Cj) LJ C:) _c) + 0 to z 01 W (s) W4t c,4 W F_ ELI %D w uj (o LLI Z: c/) D •uj 00 M, C) LL 2 , 04 0 0. Q** VA 40' Of 40' 80 0 I M HORZ SCALE. -l'" =401 mo m* - --------- SEPARAT ION"TABLE a. 0 OJ 10 m < DIRECTION LLI > z uj CUO LLJ w a. wry z LIJ SEPARATION (FT) N7T 02' 32.40"E GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND N18* 26 36.34"E i i •R2,V is 23.85"W APPROVAL -OF DPSl OF ANY FUTURE USE. ANY USE OF Nl 6' 49 06.79"W SE Www ER LATERAL TABLE a. 0 OJ 10 m < DIRECTION LLI > z uj CUO LLJ w a. wry z LIJ CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR N7T 02' 32.40"E GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND N18* 26 36.34"E i i •R2,V is 23.85"W APPROVAL -OF DPSl OF ANY FUTURE USE. ANY USE OF Nl 6' 49 06.79"W S06* 08' 36.39"E N04 8' 45.71"W N13' 31' 42.00-"W F S16 40' 14.19"E S26 53' 52.23"E SEE SHEET 8 CATTAIL CREEK WAY 17to 65 41 30' WIDE TEMP. SEWER 50' WIDE -PG&E GAS `EASEMENT PER INSTRUMENT EASEMENT PER BOOK 2081 PAGE 223, O.R. NOcv,.020708477, O.R. 67 cv 0- q in 0, I t) 34- GAS LINE oz 1p + w V_ it 66 w To !� 6 �<_ cn Lo 40 110: 0:,8!4 m w (:iw w 0CL 00 CC) w . (f) N ol + R/W +W v-_j;t 0'11 44 JIM q. gm 90 6" PVC SDR 35 C14 11+83 10+00 S4W59'30"W L=200.00' 11 +DO • c - 39 5' TYP. D 96 & NLO ul _j V_ V_ u') to __j W ck:: ow,- -0 < r-: 0 cci cn eu cn 00 h71 + 011, cl A < to -70 SEE HEET 8 RROKE'No Sw`"PLUK uRluv'r'E CATTAIL CREEK WAY PHASE 1 WE mO wil ON ME WE ME MR 0+50 1_0+00 .10+50 11+00 11+50 DRIVE BR` U`KffENo to $ftPftuumt i SCALE: 1"=10' VERT. 1 " =40' HORZ. 1111 LEGEND. CONSTRUCTION NOTES NOTES: {E) STORM DRAIN MANHOLE ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. INSTALL TYPE W SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. NEW STORM DRAIN MANHOLE INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND @ (E) SEWER MANHOLE LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS ASNEW SEWER MANHOLE SHOWN ON PLAN. CONTRAC"TOR NOTES Al NEW STREET LIGHT INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO INSTALL TYPE "e CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. CONSTRUCTION. (E) SIGN 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. INSTALL TYPE "B" STORM DRAIN MH PER BAKERSFIELD SM. D-18. NEW SIGN 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. NEW STREET SIGN PROTECT IN PLACE. (ADJUST TO FINAL GRADE) [21 (E) MONUMENT INSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. NEW MONUMENT EXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. NEW WALL 93 TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD SM. SW -2. PATCH PAVEMENT PER BAKERSFIELD SM. SW -3. Ct (E) FIRE HYDRANT 10 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO (E) BLOWOFF VALVE STARTING CONSTRUCTION FOR EXACT LOCATION.40' of 40' 80 , Di11E INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING (E) STREET SIGN CONSTRUCTION FOR EXACT LOCATION. D STORM DRAIN @12 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). -D- (E) STORM DRAIN MANHOLE PER SW -5. HORZ SCALE:l "= 40' @ INSTALL A 5.5- WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN s SANITARY SEWER THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. 81414 EXISTING SEWER LATERAL I TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF S- (E) SANITARY SEWER RIGHT-OF-WAY, AND ABANDONED IN PLACE. w WATER LINE (E)'GAS LINE SEE SHEET 8 GRADED SLOPE (SEE GRADING PLAN) 38 ADO 4A'�� TRACT BOUNDARY CATTAIL CREEK WAY 36 50' WIDE PG&E RIGHT OF WAY EASEMENT PER BOOK 2081, PAGE 223, OR.35 PHASE LINE SEWER EASEMENT w (E) 34- co 14 71 GAS LINEGAS EASEMENT + C4 Lo r_ co 34 co ui Z 1 A GRADE BREAK 3 !0 7 < 02 0 STRAIGHT GRADE 00 R/W Luoi co coto 11 m Z _r - 33 04 24" RCP w N49 59t Lo cfl L=32.75'� li 18" RCP r - f @13) 5.37' co STA=9+89.00 11+uu N5659#07"E 12+oo co, + + U4- R/W Z Q SD MH #3 1 t_ - _b 'R - C�) L 3: 13.00' L Ai CD roA 46 e --wo-w- I , _ 'IR #p 4T 5 54-02! 1 0 06-4,31jE � - # li�� lL__ - L:-=- il,3,37A qC Sul% I 3-; 8 PVC SUR 35 )f VA45�9'28 35 il" Rcp 3 - STA= 10+00.00 E 13+00 , 7___ 1Q, NJ WINDFALL LANE r- 00 w R/W' STA = 11 +85.71 CF to ui /7 + CATTAIL CREEK WAY 00 q6 c 4 ly(;P m Q - - Iwo lu4.nA it ul oj Ix .1%, STA= 14+43.64 o r` r>c t UNEP EGAS vc 4---.� 11�V_ lit, CB #1, 63.887.,9,9.73TP=342.45 to co :2 ui + + cq in 00 m M cli + 30' WIDE TEMP. SEWER 1 7 'w 31 <' EASEMENT PER INSTRUMENT 11:1 I I cf) + .;5 NO. 020708477, O.R. STA=1,4+23.64 (nq WINDFALL LANE cn 18 STA = 15+27.43 �- N' LAREDO DRIVE STA=14+28.64 19 SEWER MH #10 SEE SHEET 8 15 5.03' R 74 CATTAIL CARE E K WAY WINDFALL LANE 0 PHASE 1 wil 0 330 9-I - - ------- --- ----------------- z --------------- CL -- --------- to 0) 0) m 4__ (n Z_ftrA1 _ o 01 Z -31 00 c'! u 't 1.0 ul - u� m N ro, Z w C'4 C-4 �4k6 .. ........... . ---,00 ob W_ cn co + 0 0) 0 `51. 0 0 ............... 00 Ile) 0 U-) c� ul 00 tn on) t1i ui z*:: 'P Lr? 0 V) n *#--oo wt 11 11 06 _j > 000 *14N,6 '-d- V + 06 o6 csI .4, ix -r n I , w z Z Z M u- u- Z ..t j + m 06 It; It,-) 0,+6 'V V) 04 t 0) mn ------- 'M a- 2 uj In > 0 > co > z Z P _j -0 Lu bo 1_1__�_.___4__ 11 uj U) �vl x w 112 1 Ll c) za, Z > z K - I I I Li Z I 1 1 Ld zz 11 ixx.cr_ if x T77- EXISTI 4. < too. NG GROUND (n r S V) Ir- OD EEr PROFILE (n (n Of 04 N (n Fr 00 00 X C-4 (nw 00 CENTERLINE N b. ........... ............ . ................ . ....... - PRaPaS D 8 ...........vxnn (E) 34 WATER LINE GAS LINE- 1 1i, 0.35%-- .... .... .... F--154.02 LF 8" SDR PVC 35 0 .60% ------ 3.74 LF 8* SDR PVC 35 0 140.99 LF 8* SDR PVC 35 0 0.35% - - -- - - ----- -T 64 LF 1 CLASS IV L 32.75 LF . . ..... .... 8 24" CL IV . . . ......... ------- - ---- -- STORM ORM 0 0. RCP 0 0.30% 1 --- --- --- ----- �l 70.44 U STORM ®0.30X 19 LF 18" RCP 0 0.30% 5.37 177 -50 10+00 10+50 11+00 11+50 12+00 12+50 13TUO, 13+56 ITT-7Mo + WINDFALL LANE. SCALE: 1 "=10' VERT. 1"=40" HORZ. wm • 350 340 340 330 325 11- z Z Ljj T Q - L. ...... 0 w A� Q w > 0 CL CL a. 0 OJ 10 m < THE. DELIVERY OF THIS -DRAWING SHOULD NOT BE LLI > z uj CUO LLJ w a. wry z LIJ CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR ri GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND 0 co 6 APPROVAL -OF DPSl OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER. 1111 LEGEND. CONSTRUCTION NOTES NOTES: {E) STORM DRAIN MANHOLE ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. INSTALL TYPE W SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. NEW STORM DRAIN MANHOLE INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND @ (E) SEWER MANHOLE LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS ASNEW SEWER MANHOLE SHOWN ON PLAN. CONTRAC"TOR NOTES Al NEW STREET LIGHT INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO INSTALL TYPE "e CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. CONSTRUCTION. (E) SIGN 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. INSTALL TYPE "B" STORM DRAIN MH PER BAKERSFIELD SM. D-18. NEW SIGN 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. NEW STREET SIGN PROTECT IN PLACE. (ADJUST TO FINAL GRADE) [21 (E) MONUMENT INSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. NEW MONUMENT EXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. NEW WALL 93 TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD SM. SW -2. PATCH PAVEMENT PER BAKERSFIELD SM. SW -3. Ct (E) FIRE HYDRANT 10 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO (E) BLOWOFF VALVE STARTING CONSTRUCTION FOR EXACT LOCATION.40' of 40' 80 , Di11E INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING (E) STREET SIGN CONSTRUCTION FOR EXACT LOCATION. D STORM DRAIN @12 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). -D- (E) STORM DRAIN MANHOLE PER SW -5. HORZ SCALE:l "= 40' @ INSTALL A 5.5- WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN s SANITARY SEWER THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. 81414 EXISTING SEWER LATERAL I TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF S- (E) SANITARY SEWER RIGHT-OF-WAY, AND ABANDONED IN PLACE. w WATER LINE (E)'GAS LINE SEE SHEET 8 GRADED SLOPE (SEE GRADING PLAN) 38 ADO 4A'�� TRACT BOUNDARY CATTAIL CREEK WAY 36 50' WIDE PG&E RIGHT OF WAY EASEMENT PER BOOK 2081, PAGE 223, OR.35 PHASE LINE SEWER EASEMENT w (E) 34- co 14 71 GAS LINEGAS EASEMENT + C4 Lo r_ co 34 co ui Z 1 A GRADE BREAK 3 !0 7 < 02 0 STRAIGHT GRADE 00 R/W Luoi co coto 11 m Z _r - 33 04 24" RCP w N49 59t Lo cfl L=32.75'� li 18" RCP r - f @13) 5.37' co STA=9+89.00 11+uu N5659#07"E 12+oo co, + + U4- R/W Z Q SD MH #3 1 t_ - _b 'R - C�) L 3: 13.00' L Ai CD roA 46 e --wo-w- I , _ 'IR #p 4T 5 54-02! 1 0 06-4,31jE � - # li�� lL__ - L:-=- il,3,37A qC Sul% I 3-; 8 PVC SUR 35 )f VA45�9'28 35 il" Rcp 3 - STA= 10+00.00 E 13+00 , 7___ 1Q, NJ WINDFALL LANE r- 00 w R/W' STA = 11 +85.71 CF to ui /7 + CATTAIL CREEK WAY 00 q6 c 4 ly(;P m Q - - Iwo lu4.nA it ul oj Ix .1%, STA= 14+43.64 o r` r>c t UNEP EGAS vc 4---.� 11�V_ lit, CB #1, 63.887.,9,9.73TP=342.45 to co :2 ui + + cq in 00 m M cli + 30' WIDE TEMP. SEWER 1 7 'w 31 <' EASEMENT PER INSTRUMENT 11:1 I I cf) + .;5 NO. 020708477, O.R. STA=1,4+23.64 (nq WINDFALL LANE cn 18 STA = 15+27.43 �- N' LAREDO DRIVE STA=14+28.64 19 SEWER MH #10 SEE SHEET 8 15 5.03' R 74 CATTAIL CARE E K WAY WINDFALL LANE 0 PHASE 1 wil 0 330 9-I - - ------- --- ----------------- z --------------- CL -- --------- to 0) 0) m 4__ (n Z_ftrA1 _ o 01 Z -31 00 c'! u 't 1.0 ul - u� m N ro, Z w C'4 C-4 �4k6 .. ........... . ---,00 ob W_ cn co + 0 0) 0 `51. 0 0 ............... 00 Ile) 0 U-) c� ul 00 tn on) t1i ui z*:: 'P Lr? 0 V) n *#--oo wt 11 11 06 _j > 000 *14N,6 '-d- V + 06 o6 csI .4, ix -r n I , w z Z Z M u- u- Z ..t j + m 06 It; It,-) 0,+6 'V V) 04 t 0) mn ------- 'M a- 2 uj In > 0 > co > z Z P _j -0 Lu bo 1_1__�_.___4__ 11 uj U) �vl x w 112 1 Ll c) za, Z > z K - I I I Li Z I 1 1 Ld zz 11 ixx.cr_ if x T77- EXISTI 4. < too. NG GROUND (n r S V) Ir- OD EEr PROFILE (n (n Of 04 N (n Fr 00 00 X C-4 (nw 00 CENTERLINE N b. ........... ............ . ................ . ....... - PRaPaS D 8 ...........vxnn (E) 34 WATER LINE GAS LINE- 1 1i, 0.35%-- .... .... .... F--154.02 LF 8" SDR PVC 35 0 .60% ------ 3.74 LF 8* SDR PVC 35 0 140.99 LF 8* SDR PVC 35 0 0.35% - - -- - - ----- -T 64 LF 1 CLASS IV L 32.75 LF . . ..... .... 8 24" CL IV . . . ......... ------- - ---- -- STORM ORM 0 0. RCP 0 0.30% 1 --- --- --- ----- �l 70.44 U STORM ®0.30X 19 LF 18" RCP 0 0.30% 5.37 177 -50 10+00 10+50 11+00 11+50 12+00 12+50 13TUO, 13+56 ITT-7Mo + WINDFALL LANE. SCALE: 1 "=10' VERT. 1"=40" HORZ. wm • 350 340 340 330 325 11- z Z Ljj T Q - L. ...... 0 w A� Q w > 0 CL CL a. 0 OJ 10 m < LLI > z uj CUO LLJ w a. wry z LIJ �a��NEER 0 co 6 0 ca z U) cl) E z 61 00 0 C14 LIJ - 6 (3 , ") F- 0 < ry 16 CL Cr_ o 0- C) LLJ co to, -9 J.- 3.. �LJ z ., 3:: U) O 'w > cl 370 00 W � O A 3c: z U-) (,4 -!Xi cp I, - Lo LIE) Lcol in 04 It LAJ 1 04 rei cq + 360 otl Pr) z + ........w . + Li_ Zww _ 0.t6 5 >- u- _4 o r uj It m ro z z <cL 5Z - 4-7-- C � < I �02:2 0 U.1 00 ,q- -'o V) _j 0 z EXISTING GROUND,- U) Of 04 35P Z OWN! LA. STREET PROFILE 1 AT CENTERLINEZi - j, . ......w. 35.77 LF 18" 340 0 0.3 0 ......... cl) �... �,. ..D.,,, wmu�xw E vmu,E=,v., a„wv�.au,.M co) ad cc W0 W<1 > .... ........ > W 325 f--25 11+50 12+00 12+50 12+75 0 Mtn 2 . CB#12 z CL V) STORM DRAIN LATERAL! cn z 11 +98.69 12+34-46 ,�, CAS' IL CREEK WAY r � 0 SCALE: 1 10' VERT. w 1 40' HORZ. m rl U) UJ Lo w w w uj (o _j D 1.2-7304. Ph 1 3 M U- 0 0 N O W CITY RECORDS Na: CL 0 I ! l i 80 a.R a r:. a SEE SHEET 4 MOONSHINE FLATS DRIVE LAREDO DRIVE (DINST'ALL •� DIRECT10N F I *! 0___' ill GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND ! ! I • • 32.36"E ' APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS At THE SOLE RISK OF THE USER. 8• a SEE SHEET 4 MOONSHINE FLATS DRIVE LAREDO DRIVE (DINST'ALL TYPE "A" SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. THE DELIVERY OF THIS DRAWING SHOULD NOT BE F CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR p GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE n g OF THIS DRAWING IMPLIES THE REVIEW AND P APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS At THE SOLE RISK OF THE USER. a SEE SHEET 4 MOONSHINE FLATS DRIVE LAREDO DRIVE (DINST'ALL TYPE "A" SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND LATERALS, 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW --5, SW -6 INSTALL TYPE "A" CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. w y oQ_ s0' INSTALL TYPE "B" STORM DRAIN MH PER BAKERSFIELD STD. D-18. 6� PROTECT IN PLACE. (ADJUST TO FINAL GRADE) r) (E) STORM DRAIN MANHOLE INSTALL CONCRETE CAP ON SD UNE FOR FUTURE CONNECTION. 370 ----_ -—--; N M- � : _ ' #i, '. E � i z x. _ _ r _ w ,,,„«�.n„%aw,w.»,,,, 5 »„ „i«wm»,..,, .,,,..v »», »„» »,$„«, m„v}q«», ,,., s . ; . 9 § F3 Ii7 W +y ■'�'• I.■ ■M.F.I. Z to ,3 • � ? � tt7 E I I k §; e— » » ,wn wm», a »» a»w»„z».» m,v n w,,,,»»�x�.,,, .m,,.�,», V«.a,..m, wM„�.»�m ,rr<,wn�..n..mm»»,wm,4A £ "�, OQ P� OfJ.».w= w« »w».m„„ = E .,.=.v»m„„ n ;,» zw« } E £ £ ^” e"� Fi � ? j{f ���1 • � i , £ 3E E I S z i /V+� 0 ” 4 rY ® , Q) + t : Lo po - E k I 360 --- r li £ w i zzz _ r <C _ » a ��., ,w»�, ,..� .aa....m.�....u, ..va �,, uv �. ..,a... ,.y...., ., ..,.w.. :.,..,.., 3 iii U') fY fl0 La l 3 i a J__ k { vi cn c� oo a7 oD ., t i i EXISTING GROUND E f E i .�,..»_,.,w«, E 350 z i i 1 t a < E F STREET PROFILE _ r £ f_,. , � ..w »w� ..... a», .w�, »,»,�a _,».,. ,w., �.aa„» ~w. �.,w� ,. ».,w = vn AT CENTERLINE _ �," E { 2 5 £ E } 3 „»-4- 340 i..,,.m..»w,.,w,..0 »»wmv»,£ »,»,..w�»,w», � .�.»»» w�„wwwm., �,w„ m»�» ,a.�.,,,✓ n,�,.m m,,�„ ,w.,x ,.,,,. »w�._. m�.., .a.w�. � #£# �" z "w�,~m. _�a.,' � � _ . 340 3 I 400.00 LF 8" SDR PVC 35 0 —0.90 E s i £ t i x ; ._.,,. .. ,... ..,. ,«..., ....�.. .... .. m..n.r . . 335 .. , , . 8+75 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 164 M AW& UONSHtNE FLATS6 DRI SCALE: 1 " = 10' VERT. 1 " = 40' HORZ. 561-091 350 340 .25 5 UEXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. G) TIE IN NEW 4" LATERAL T4 EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. (lDo TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 1 1 TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. DINSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHOLE PER SW -5. 13 INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS UNE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS UNE PER BAKERSFIELD STD DETAIL D-18. 1 q ;:,EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. UNE TO BE CAPPED INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. NOTES. ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+X-X.XX. CONTRACTORNOTES. 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORE! DRAIN SHALL BE CUII RCP -RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. w Q N-1 V �ao F w z w w CL w z uj Q ��G�NtiERcq co * b� W O co > V o t; a 6, z U) U mt w J. vj V z O W°�� 0 w z �Wms-0 W 1- 3 LLz_� 3 w N > a- 0- IQ FF- F- W r *+ 1.2-7304 Ph 1 - 3 T r V w °D M o U— O N O a o CITY RECORDS 'NO: LEGEND: Q oQ_ r) (E) STORM DRAIN MANHOLE Q NEW STORM DRAIN MANHOLE ir o @ (E) SEWER MANHOLE w cn O NEW SEINER MANHOLE Com=--* NEW STREET LIGHT -�- (E) SIGN -•- NEW SIGN + NEW STREET SIGN El (E) MONUMENT w o Q NEW MONUMENT \ NEW WALL Ct (E) FIRE HYDRANT 0 (E) BLOWOFF VALVE t + (E) STREET .SIGN I D STORM DRAIN (E) STORM DRAIN S------- SANITARY SEINER W > (E) SANITARY SEWER Q —' W WATER LINE »....M. » - ww .»» (E) GAS LINE J J ce X :I GRADED SLOPE (SEE GRADING PLAN) 0 d �--- Q M TRACT BOUNDARY RIGHT OF WAY CC LL. Q W � — PHASE LINE W w SEINER EASEMENT > W GAS EASEMENT 0 GRADE BREAK j r O STRAIGHT GRADE 0 ,.,—, Q 0 c FF- F- W r *+ 1.2-7304 Ph 1 - 3 T r V w °D M o U— O N O a o CITY RECORDS 'NO: 0 z a 400 Of 40 80 f I A HOR I Z SCALE: SEWER LATERAL TABLE �W.1111 11101121 DIRECTION (E) STORM DRAIN MANHOLE SEPARATION (FT) N31 * 29' 34.89"W NEW STORM DRAIN MANHOLE 346.20 N 19* 34 37.9 1"W (E) SEWER MANHOLE G N19' 16' 43.31"W NEW SEWER MANHOLE 345.00 NOO* 03' 11.38"W NEW STREET LIGHT 0 SOU 46' 32.20"W (E) SIGN S08' 14 06.17 E NEW SIGN i t' Sl 2* 38' 06.88"E NEW STREET SIGN S25' 32' 19.85"E (E) MONUMENT c#) S26' 14 29.87E NEW MONUMENT lJ L.LJ S34! 23 02.06"E NEW WALL 0 51' 32.06-W CONSTRUCTION NOTES. OINSTALL TYPE "Am SANITARY SEWER MANHOLE PER BAKERSFIELD sm. INSTALL 4" SANITARY SEWER LATERAL PER sr` KERSFIELD STD. SW -1, SW -7. EXTEND LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. INSTALL SANITARY SEWERi CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 INSTALL TYPE 79 CATCH BASIN PER 'BAKERSFIELD STD. D-14, D-16. INSTALL TYPE "B" STORM DRAIN MH PER BAKERSFIELD STD. D-18. PROTECT IN PLACE. I (ADJUST TO FINAL GRADE) INSTALL CONCRETE CAP ON SD LINE FOR FUTURE cotmwnw •EXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. TIE INTO EXISTING 24 RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. INSTALL TYPE DROP MANHOLE PER BAKERsnLED sTD SW -3 (PROPOSED DETAILS). MANHOLE PER INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. NOTES: ALL STATION LABELS ARE t/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS R STA - XX+XX.XX. CONTRACTOR NOTES 1, CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCPo-RGJ. SEE STORM DRAJN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. 360 350 I SEPARATION TABLE LmEND: w"G STORM C0 (E) STORM DRAIN MANHOLE SEPARATION (FT) F NEW STORM DRAIN MANHOLE 346.20 @ (E) SEWER MANHOLE G w NEW SEWER MANHOLE 345.00 1.8 NEW STREET LIGHT 0 (E) SIGN NEW SIGN 0 U) NEW STREET SIGN Fol (E) MONUMENT c#) NEW MONUMENT lJ L.LJ 00 NEW WALL 0 C-4 0 Ct (E) FIRE HYDRANT -w Lz; (E) BLOWOFF VALVE cn < E + (E) STREET SIGN D F_ o STORM DRAIN _D (E) STORM DRAIN • SANITARY SEWER wz •Na. 0 (E) SANITARY SEWER W Ix Is a 0 Lu WATER UNE Lu F- z 0, (E) GAS LINE GRADED SLOPE (SEE GRADING PLAN) u - u- 2-1 TRACT BOUNDARY RIGHT OF WAY too Nion m PHASE LINE SEWER EASEMENT cl GAS EASEMENT A GRADE BREAK 0 STRAIGHT GRADE SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) F >wow 346.20 341.80 4.40 G w 346:8 345.00 1.8 . . .... .... ........... . ........... 7-1 w w w uj +_j ........ 0c) TI-- w . wvw,w... . ....... . -------- w C-4 0) Z N ge (o z4i:z 0) tu")) :qk 0 cn -Imw m 0 + J_ Lo N "4 t- "t I '-- K) I I - . 0 C,4 C-4 - , - . I- t, -�4- --1--4-4 .. ..... 4 ,wwN wwm 0- + + v_: to - 0! M����• 0 ---- -- a. to to r;� po Q1 'c; >; + tii > -------- -- > W z w z - ------- z > I w z ir > > . ......... ------ < Lei z z 7-- V) V) x 00 V) w 00 V) V) W 00 -4- V) cr ...... . .... ... ....... ...... 00 w.cn ry co 00 STREET PROFILE EXISTING- GROUND t __, L ......... 4 + ----- --- AT CENTERUNE� »._�„ ww�www,.w,.m,,�www. � ww,�,w vH�.wn.wm»,,�j„, www .»»� «„� w,�.ww x w,�mn wwm»�wwwm wn = ww ----V7---_______l�_ ------ 7_4 + 7771 ---- -- -------- E Ir PROPOSED 8" WATER LIN ........... . ........ jj INV ..... .. ..... -'PROPOSED 8" WATER LINE t 341.40 T .... . ......... ......... .......... . ......... ------------ ... ....... . . ...... . ........... ----- - -- ... ....... ------ - ---------- -271.57 LF'8" SDR PVC 35 0 0.35%-- 271.56 LF 8" SDR PVC 35 0 0.35 --�----221.15 LF 8 PVC 36 0 0'.35%- - 183.08 LF 8" SDR PVC 35 0 0.35% T_ :J= -50 10+00 10+50 11+00 11+50 12+00 1'2+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 204 4- 4 --r- t L 0% Moak b"TALL10"No S P 0 Kow 6 1 Nuo"' 6'z $ U R I V EEO SCALE: 1 = 10' VERT. 1 40' HORZ. *i;�LIVE-RY,OF THIS DRAWING SHOULD NOT BE CONSTRUED TO PROVIDE ANEXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF 21�SINF60MATION IS AT THE SOLE RISK OF THE USER. 350 1.2-7304 Ph 1 3 CITY, RECORDS NO: I. w > 0 CL < N FJ5 ui 0- 0 F_ Lu co LLJ Lu > Z uj uj or_ I Q. ui Lu t? W (s) R >wow Sy clq cc cy. w 0 w to r- ev co LLI j 0 0 U) 0 uq c#) Lu lJ L.LJ 00 ca 0 C-4 0 UJ uj -w Lz; cn < E w F_ o z • wz •Na. 0 Ix Is a 0 Lu Lu F- z 0, z u - u- 2-1 (f) LLJ > cl am w 0 NO 00 U) (s) LLJ ��* t? W (s) z >wow F- w cc cy. w LLI j 0 U) 0 0 c#) z lJ L.LJ 00 ca 0 C-4 0 UJ a.. -w Lz; w z • ol 0 z F_ V) U) (s) F- ��* t? W (s) F- w w LLI w U) D lJ L.LJ 00 U- 0 C-4 0 mm G r1qu 40' of 40' 809 MI m HORZ 0 1 1 Til I 1112 1 MOM - I 30.0;0' WIDE TEMP. SEWER EASEMENT PER INSTRUMENT NO. 02070847 7, O.R. 13 U11.00 *IDE PG&E 'EASEMENT PER BOOK 2081, PAGE 22.3, O.R. 22 WE RE 999 Re 330 '8� SEESHEET 5 BROKEN SPUR DRIVJ WAY OCOATTAIL CREEt PHASE 1 CONSTRUCTION NOTES (DINST&L TYPE *A* SANffwff SEINER "HOLE PER BAKERSFIELD SlD4 INSTALL 4* SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW`- 1, S* -7. EXTEND LATERALS 5' PAST RIOHT-OF-W. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 INSTALL TYPE W CATCH BASIN PER BAKERSFIELD STD. D- 14, D- 16. INSTALL TYPE *B" STORM DRAIN MH PER BAKERSFIELD STD. D-18. PROTECT IN PLACE. (ADJUST TO FINAL GRADE) INSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. EXISTING SEWER LATERAL CONTRACTOR TO POTHOI F FOR EXACT LOCATION. mil/ TIE IN NEW 4* LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. TIE INTO EXISTING 24m RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 0 TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. U2 INSTALL TYPE *A* DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHOLE PER SW -5. INSTALL A 5.5- WIDE (1 - MIN. FROM EITHER SIDE OF THE GAS LINE) Pipt SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. NOTES.0 , ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CUII RCP—RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. b.ER LATERAL TABLE LATERAL # LENGTH DIRECTION Ll 32.67 S59* 39' 33.95"W SEE SHEET 11 SADDLEBACK CANYON ROAl I CATTAIL CREEK WAY C-CALE: 1 10' VERT. HORZ. 0 O -0 THE DELIVERY OF THIS DRAWING SHOULD NOT BE SEPARATI N (FT) OII < +1 00 GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT 00 TO INDICATE THAT THE USE n. OF THIS DRAWING IMPLIES THE REVIEW AND NEW SEWER MANHOLE APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF 8 THIS INFORMATION IS AT THE SOLE RISK OF THE USER. U) H LU (E) SIGN r o co W ol o) U.J, 0-;> + :LLJ CIO no (E) MONUMENT uj j <8> NEW MONUMENT V) NEW WALL Lj Uj F— Z_ 0 00 LLJ Ct (E) FIRE HYDRANT V) LL (E) BLOWOFF VALVE + I CATTAIL CREEK WAY C-CALE: 1 10' VERT. HORZ. SEPAAATION, TABLE LEGEND: O -0 THE DELIVERY OF THIS DRAWING SHOULD NOT BE SEPARATI N (FT) OII CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR nl GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT 00 TO INDICATE THAT THE USE n. OF THIS DRAWING IMPLIES THE REVIEW AND NEW SEWER MANHOLE APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF 8 THIS INFORMATION IS AT THE SOLE RISK OF THE USER. SEPAAATION, TABLE LEGEND: O -0 (E) STORM DRAIN MANHOLE SEPARATI N (FT) OII %* NEW STORM DRAIN MANHOLE (E) SEWER MANHOLE ,;: •T NEW SEWER MANHOLE oc) <Z>----* NEW STREET LIGHT U) H LU (E) SIGN r o co W NEW SIGN 0-;> + NEW STREET SIGN CIO no (E) MONUMENT <8> NEW MONUMENT > NEW WALL W_ Z_ 0 00 LLJ Ct (E) FIRE HYDRANT 0 LL (E) BLOWOFF VALVE + (E) STREET SIGN D STORM DRAIN —0— 0 - (E) STORM DRAIN —S F SANITARY SEWER 0 (E) SANITARY SEWER W WATER LINE z 0 (E) GAS LINE GRADED SLOPE (SEE GRADING PLAN) TRACT BOUNDARY RIGHT OF WAY' ■ PHASE LINE SEWER EASEMENT GAS EASEMENT GRADE BREAK STRAIGHT GRADE SEPAAATION, TABLE Em O -0 a. SEPARATI N (FT) OII %* W w ,;: •T W oc) (9 < U) H LU C-4 r 0 uj O -0 a. w %* W w ,;: •T W oc) (9 < U) H LU C-4 r o co W 0-;> 0 CIO ca 0 U) Lu > Cp W_ Z_ 0 00 LLJ UJI — OQn 0 0 LL CL ry CL 0 UJ W Z 0 CL A U) 0 - 0 cr_ O -0 a. w %* W w ,;: •T W oc) (9 < U) H LU C-4 r o co W 0-;> 0 CIO ca LJ U) Lu > Lij cl) < E W_ Z_ 0 00 UJI — OQn 0 ry z *i5 LL CL ry CL 0 UJ W Z 0 U) cr_ Lu 04 0 0 - CC. F 0 L F- < Mel 0 � w w LL 0 V) U) 0 w %* 0 + w ,;: •T W oc) W W U) H LU co r 0 CIO ca LJ u'+00 W_ r") 0 LL uj C) 0 < 0 0 - CC. F 0 L F- < z 0 w %* w ,;: •T W k D W W U) H LU co r u'+00 r") 0 LL 0 0 0 - CL 40' Of 40' 80' HOkZ SCALIEV0=40' WA 360 �M ME 350 17 AN 0 CATTAIL CREEK WAY PHASE 1 '.*INE FLAT DRIV (TR. 6678) 1 # I I I -, I , 211M.1 T, 1:1404414-41ZA c/) T T `f, NOTES NOTES: _j F- ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED, < (DINSTALL W SID. SW SW FLOW UNE STATIONING TYPICALLY NOTED AS FL STA = XX+XX-XX. ... ........... . . . . .......... TYPE SANITARY SEWER MANHOLE PER BAKERSFIELD -4, -5. DETAILS ARE EXACT OR TO INDICATE THAT THE USE 23 INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND (E) STORM DRAIN MANHOLE NEW SIGN LATERALS 5' PAST RIGHT—OF—WAY. DIMENSIONS TO NON—STANDARD LENGTH LATERALS AST ONTRACTO Lu U) X �1�y) NEW STREET SIGN NOTES NEW STORM DRAIN MANHOLE SHOWN ON PLAN. CITY RECORDS NO: — cq Of 81 `M w > c a INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO 6 499 INSTALL TYPE "A* CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. CONSTRUCTION. NEW WALL INSTALL TYPE *B" STORM DRAIN MH PER BAKERSFIELD STD. D-18. 2. ALL STORM DRAIN SHALL BE CLIII RCP—RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 0 mw,110 00 C,4 oj 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWERI NOTE 10, SHEET 2. cn PROTECT IN PLACE. (ADJUST TO FINAL GRADE) (t INSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. 0 O 0- CL EXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. < cr. TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. (E) BLOWOFF VALVE 110 100 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. Li 11E INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING + (E) STREET SIGN CONSTRUCTION FOR EXACT LOCATION. 12 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 -(PROPOSED DETAILS). EXISTING GROUND 1 .......... j- .......... 5 i i w ZI-1-11_1_1 J" < �M L MANHOLE PER SW -5. .......... . .. _1 13 INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN En THE STORM DRAIN AND GAS LINE PER BAKERSFIELD SM DETAIL D-18. I (B14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. UNE TO BE CAPPED INSIDE OF V) F,� S----- RIGHT—OF—WAY, AND ABANDONED IN PLACE. SANITARY SEWER '.*INE FLAT DRIV (TR. 6678) 1 # I I I -, I , 211M.1 T, 1:1404414-41ZA CATTAIL CREEK "AT""AIL'o"REEK WAY SCALE: 1 10' VERT. 1 40' HORZ. we] Mol Wif wil TRACT BOUNDARY rA L &*Tftkl roi N LE N -D: c/) NEW STREET LIGHT GHT W _j F- ............... < ..... ...... CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND ... ........... . . . . .......... (E) SIGN DETAILS ARE EXACT OR TO INDICATE THAT THE USE CL ry a U.1 my (E) STORM DRAIN MANHOLE NEW SIGN rw LU z Lu U) X �1�y) NEW STREET SIGN Al NEW STORM DRAIN MANHOLE CITY RECORDS NO: — cq Of 81 (E), SEWER MANHOLE W 00 V) z w > c a NEW MONUMENT ...... . ... 6 499 ............. ar t NEW WALL 0 mw,110 00 C,4 oj U- cn ......... .. (t (E) FIRE HYDRANT 0 O 0- CL 0 < cr. 0-000 CO. + 0 cn, ul) ------ >: z#=cO + n ......... M (E) BLOWOFF VALVE ........... w Li . . .......... + (E) STREET SIGN Li z z (n co EXISTING GROUND 1 .......... j- .......... 5 i i w ZI-1-11_1_1 J" < �M L ........ .. .. .......... . .. _1 STORM DRAIN En D— (E) STORM DRAIN V) F,� S----- SANITARY SEWER —s— (E) SANITARY SEWER W WATER UNE 1777 xrmm G (E) GAS LINE W 0 STREET PROFILE AT CENTERLINE � �' 2 � �x� � � �.a� «�,�, i � , _«mm.�.wn = �mx �„ �,« w»..f �m w�,m GRADED SLOPE (SEE GRADING PLAN) 3x d Lu TRACT BOUNDARY I < I.oA 4- ......... . . . .......... _4 4- --------- - rr 34* ............. ..... ........ 4- — PHASE UNE -4 + SEWER EASEMENT APPROXIMATE LOCATION EX. GAS LINE LF 8" 5o o.35x-- Z07.50 DR 3 PVC S I - . - I V t 022 P_V_Q _SDR -Z5— 0- 0.35X--= � i I t 0 STRAIGHT GRADE 4— ,^'.r.r�«„+" m,.w»n'.«++n.'n.+n':+ nxr�«.,+ ,n.x,.. %.»n,,,w.�,.wmn'mm, §g »,.w,w»r»�„w .„„w»wmm «n,.�..,,.,r. a,,.w. ,,,y�».. »..„,..,r..�.n�»., ..xt.«» „nt�.n.r. w,v.€,w.w „w,.,,, wn„€r».v .w,�w,w .,,.s�rw. aw.fw,.v x,E,xxr, a.,, v..n.2».w.v, :». „+�w.x ,.+w;.«v r ,r. rcnnw.n ,aw., nvy«,,,, .,a .vx, .vyrrn m.., na.�r,n . . . ...... .... . ........ 1- t r,sii FOO 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50, 23+00' 23+50 24 - CATTAIL CREEK "AT""AIL'o"REEK WAY SCALE: 1 10' VERT. 1 40' HORZ. we] Mol Wif wil TRACT BOUNDARY rA L &*Tftkl roi N LE N -D: c/) NEW STREET LIGHT GHT W _j F- .;t < W CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND (E) SIGN DETAILS ARE EXACT OR TO INDICATE THAT THE USE CL ry a U.1 my (E) STORM DRAIN MANHOLE NEW SIGN rw LU z Lu U) X �1�y) NEW STREET SIGN u_- 0 2-1 , 3 31:.. NEW STORM DRAIN MANHOLE CITY RECORDS NO: — cq Of 81 (E), SEWER MANHOLE w > c a NEW MONUMENT 6 499 (�) NEW SEWER MANHOLE C> -----o c/) NEW STREET LIGHT GHT CL _j F- .;t THE DELIVERY OF THIS DRAWING SHOULD NOT BE W CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND 1. 2— 7 3 0 4 P h 1 3, (E) SIGN DETAILS ARE EXACT OR TO INDICATE THAT THE USE r*- OF THIS DRAWING IMPLIES THE REVIEW AND NEW SIGN rw LU APPROVAL OF DPSl OF ANY FUTURE USE. ANY USE OF Lu U) X �1�y) NEW STREET SIGN (o CITY RECORDS NO: (E) MONUMENT NEW MONUMENT Lu co NEW WALL 0 U- cn 0 w (t (E) FIRE HYDRANT 0 O 0- CL 0 < cr. U) (E) BLOWOFF VALVE Li + (E) STREET SIGN z 0 --------- D STORM DRAIN En D— (E) STORM DRAIN S----- SANITARY SEWER —s— (E) SANITARY SEWER W WATER UNE xrmm G (E) GAS LINE W 0 00 GRADED SLOPE (SEE GRADING PLAN) Lu TRACT BOUNDARY I < I.oA RIGHT OF WAY PHASE UNE SEWER EASEMENT GAS EASEMENT A GRADE BREAK 0 STRAIGHT GRADE c/) W. W. 0 F- .;t THE DELIVERY OF THIS DRAWING SHOULD NOT BE W CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND 1. 2— 7 3 0 4 P h 1 3, 8 DETAILS ARE EXACT OR TO INDICATE THAT THE USE r*- OF THIS DRAWING IMPLIES THE REVIEW AND rw LU APPROVAL OF DPSl OF ANY FUTURE USE. ANY USE OF Lu U) X �1�y) THIS WFORMATION'IS AT THE SOLE RISK OF THE USER. (o CITY RECORDS NO: z c/) W. W. 0 F- .;t 0 W (s) co - F- ui rw LU Lu U) X �1�y) (o Lu co 0 0 U- 0 co 0, 0 Lu 0 < cr. UJ J) z 0 oc) cl) c/) W. W. A F- .;t Lf) W (s) F- ui rw LU Lu U) X �1�y) (o Lu co 0 U- 0 0, G1J 40 0 40D 809 SCALE: 1 40# TRACT 6.35-9-2 B oo�� N Lo Zuz(b ca z m SEE SHEET 11 SADDLE8ACK SEWER LATERAL TABLE uj 0- 0 u u -j -j DIRECTION �Wl v11P4► 06 it 42 38.05"W w N05- 28' 55.75-E uj con uj NOT 11 46.82"E NOV 06 41.04"W o v C>----* N04! 19' 59.13"W e% N,04 0' 20.7 3v-- 0 •SO5* 24 30.84"E Q + N04! 20 04.85 •N07' [9 46' 32.48"W co W > Ili 46' 32.48"E r-1 SOr 46 32.48"E co < E W V) a � Ct (E) FIRE HYDRANT N10' 50 49.98W 6 (E) BLOWOFF VALVE SOP 46' 32.48"E + •10AN 11MLONE, TIM W. z STORM DRAIN S07' 19' 59.01 "E (E) STORM DRAIN N16! 2 1' 52.73"W SANITARY SEWER 0.12-W (E) SANITARY SEWER IF N24� 28' Ili i0"W MIDNIGHT UWAY PHASE 1 (%;ONSTRUCTION NOTES (DINSTALL TYPE "A" SANITARY SEWER MANHOLE PER BAKERSFIELD STD. INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD SM. SW -1, SW -7. EXTEND LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. INSTALL SANITARY SEWER CLEAN OUT PER c STD. SW -5, SW 6 INSTALL TYPE "A" CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. INSTALL TYPE it B" STORM DRAIN MH PER BAKERSFIELD STD. PROTECT IN PLACE. (ADJUST TO FINAL GRADE) INSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. EXISTING SEWER LATERAL CONTRACTOR TO POTHOI F FOR EXACT LOCATION. TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELDSW-2. PATCH PAVEMENT PER BAKERSFIELD. STD. SW -3. 11E INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. TIE INTO EXISTI NG SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHOI F PER SW -5. @ INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STI) DErAIL D-18. EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. Zyi. NODES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.Xx. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. STA=1194 SD MH 1 18.65' L STA=19+25.71 SS MH #6 14 5.951 STA=19+26.49 CE MIDNIGHT CREEK WAY STA = 10+00.00 � CATTAIL CREEK WAY 5.57' 2 Vo ... . ................ . .. ........ . ... .............. C4 ------ 04 -- ----- w w,w## �%`} € ,�( � E ^�. € > 2 § � � F`vw, i ""' "'�..�,".' € ,,,�.,w,...w. f ¢".' _ 2 3 a ^�."w Y � M..S,.�. ........... . 4M.- Ld z W 4- > 04 w w W.wcq C4 wwww .. .........www„w.v m„wI f.wLo z w mm W V) 01 C -4:4k w 3; z 3: oq 01 00 w Lo ZIP ------- 00 r,: 37 60 ----- -- + gs -it 10. + U) 000 in cq to z to 10) CID r- Lo ul n g. 'm n pr) It 1�--- - - + z4k -+-J pi co 04 Lo + -7- V) 0) 0) 0) 3 2 Lr ..... m c6 U-) -T V) " I "t 0 00 1 W I > > to X C4 04 n + W I n .1 J.A . ....... .. + 25 -1� - - --I'- - - + Z*Zt6 To w K) n - Lu z z to cr- 0 n > (o -L q. 00 m 4 v- w Z n 0 > > 3: CC < w 4 ............ .... . to w 00 00 z .......... L > z �u) z•LAJ z cn to Fx -oo 1 zz w ZZ- w,w > - M 00 < -Z V) X Ua EXISTING GROUND U) FE "C,4 P64 350 Lu a. ir 64 1 - ------ j - ------ STREET PROFILE I Lo Ei 22 c,44 AT CENTERLINE ... ........ . . ..... rr(uruzotu 0 -7 WATER LINE_ ......... .... lu _T- 1, 23 1 7-7 wwwww 9,381 LF .24", STORM 0 0% .......... ..... . + 75.77 LF 24" RCP 0 0.30% 40.00 LF 24" RCP fill 1 -1 � I - I I I I PROPOSED 8" 156.06 LF 24" RCP 0 O.�O%' 340 1, R LINE -7 t =L ........... (E) 97.70 LF 24- STORM 0 0.20i w�wwL -4- -7- 1 I I 3,30 17 0 132.82 LF 8" PVC SDR 35 0.35%--[------1 ....... . ..... PVC SDR 35 0 0.3 5.52 LF 8 5% w 121.64 LF 12* PVC SO 0 O.2OX F 12* PVC SOR 35 0 4j`-----296.09 LF 8" PVC SDR 35 0 0.35%--,�-�l-l���--l'-I��"-..--.�, ... ........ -7 -7 -t -LL• - - www 10+0,010+50 11-400 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+5016+00 16+50 19 ' 17+00 17+50 18+00 18+50 +00 19+50 201 M1DN1U"HTt;KEEK WA Y. SCALE: 1 = 10" VERT. 1 = 40' HORZ. E. THE DELIVERY OF THIS DRAWING SHOULD NOT BE CONSTRUED TO. PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF: TH AF)RAWING IMPLIES THE REVIEW AND APPR6f VAL,!o DPSI OF ANY FUTURE USE. ANY USE OF THIS IM I , ,NFORATION ISATTHE SOLE RISK OF THE USER 360 350 m,� 330 -00 370 360 350 340 330 z z m Www z z w w 0- Ld n 0 z , z 0 0 o T7 OR 0 O C6 -t po OR " 4 -4: 04 Cq oi -1 4 r- 14- 3.' -q- * PO j cq cno rv; 't, 31: * 0- + -d- d.to + ro :*:zQ !t + 4 nit II to #Zpo > - m U- LL z z z m Li- z w w < 0 w 00 0- < WCL2 Lu 00 a ( 4 d z n V, 7) z 0 ) 00 V) Vw (N .... . ....r- T ---------- - -- --------- - - --- r PROPOSED STREET PROFILE EXIST. GROUND R AT CENTERLINE Www wM .Mm mw 25.00 LF 18" STORM 0 �.3 j", 15.00 LF 18" STORM' 0 0.29%1 9+25 9+5 A 10+50 11 +00 114 tj STORM DRAIN ILATER-1 L mr + MIDNIGHT CREEK WAY SCALE: 1 1-0 f VE RT. 1" 40' H1 0; Q- 370 N-1 w 0 mi uj 0- 0 u u -j -j LEGEND. �Wl v11P4► 06 (E) STORM DRAIN MANHOLE w NEW STORM DRAIN MANHOLE uj con uj (E) SEWER MANHOLE NEW SEWER MANHOLE o v C>----* NEW STREET LIGHT e% (E) SIGN 0 NEW SIGN Q + NEW STREET SIGN [9 (E) MONUMENT co W > NEW MONUMENT r-1 NEW WALL co < E W V) a � Ct (E) FIRE HYDRANT W 6 (E) BLOWOFF VALVE Uj O < + (E) STREET SIGN -D, W. z STORM DRAIN (E) STORM DRAIN s SANITARY SEWER -S- (E) SANITARY SEWER W u- B-2 3 WATER LINE (E) GAS LINE GRADED SLOPE (SEE GRADING PLAN) ui TRACT BOUNDARY C, RIGHT OF WAY PHASE LINE SEWER EASEMENT GAS EASEMENT GRADE BREAK STRAIGHT GRADE z z m Www z z w w 0- Ld n 0 z , z 0 0 o T7 OR 0 O C6 -t po OR " 4 -4: 04 Cq oi -1 4 r- 14- 3.' -q- * PO j cq cno rv; 't, 31: * 0- + -d- d.to + ro :*:zQ !t + 4 nit II to #Zpo > - m U- LL z z z m Li- z w w < 0 w 00 0- < WCL2 Lu 00 a ( 4 d z n V, 7) z 0 ) 00 V) Vw (N .... . ....r- T ---------- - -- --------- - - --- r PROPOSED STREET PROFILE EXIST. GROUND R AT CENTERLINE Www wM .Mm mw 25.00 LF 18" STORM 0 �.3 j", 15.00 LF 18" STORM' 0 0.29%1 9+25 9+5 A 10+50 11 +00 114 tj STORM DRAIN ILATER-1 L mr + MIDNIGHT CREEK WAY SCALE: 1 1-0 f VE RT. 1" 40' H1 0; Q- 370 N-1 w 0 mi z O. < 350 w 340 Momm F, tiEPARMIA tON TABLE uj 0- 0 u u -j -j z w c/) w CL y. z uj �Wl v11P4► ci,1111iR w uj con uj 0 0,m at, o v 0 0 Q Ld 0) U.1 LLJ co W > w r-1 cr. co < E W V) a � UZ 00 W 0 Uj O < 0- Z W. z u) LLJ 3t Z 0, u- B-2 3 ui C, z O. < 350 w 340 Momm F, tiEPARMIA tON TABLE 0 0161A 4 zw �Wl v11P4► SEPARATION (FIT) w uj W 01) F-W w uj < w .j 0 0 Q Ld LLJ co W > r-1 cr. u- W V) a � W 0 Q 0- Z u) W 01) F-W w uj co w r Lu co r-1 u- 0 a � W Q 0- ei ff 340 i 0 a a P Sc www ER; LATE 'AL TABLE ., f i i f k 21F =5 z DIRECTION rf ”. t i 16.30"E i F .,. f z a s (E) SEWER MANHOLE !I IIII * i NEW SEWER MANHOLE i •i BRIDLE *D CREEK PARK 1 PHASE. 1 } i # f € } _ € f 2 f S 2y Y f fi s j 3 s 3 E i 3 € 4 � r } tm� � ¢ _ 4 i x p'_ 0 „,,, ,.- ..,`,» «„, F „„xyf}..xw„„« „„,y€ ..w„„,.,..„,..#�>w. ,,..,.w.» ,wm.,' , , k w.,»,, ,.tw.,.m,.,,.. ,.»qfi ....,..ww,,,,„ �♦, ,�. 1110 QF � 00 nNZ W D7 1 # ff �� C*.„.,j'�(”) N ui`,s S t:? + w + » » + h wm�,ww '�' rri M wm, fi d- wm,mw� N} ff L04M � f � > ?w.w„„„„„„„„„�„» wm».,.„„ww��w;m.' "�",”" 1"”) wmw�,,w,wm .,.„�.»„' `w"»�,»' „w.»„w�m'»„»„w,�».»»w� •.w,,.»�mw»M`�„"wwmww x ! II W I— Z ) 1 I w mw w .. I> k ; li �� i> • Z F x W M xt i { x .6 x i £ cn ,V I `.1 r-1 W W 3 i d ; y`3 4- ? ` i n ^ M V/ IL .} J NJ KJ _ LV 99 j r n ' i 2 ll / Fi f c i S , F � ' EXISTING GROUND fi l cn V) x co € `� ---"� ---- s u , x F , , r £ f � f s ? x £ i k fi f � F fi 1 f �# 1 } 4 f d x fi 3 s > e , x 3 3 F x k E r fi k # 4 i P € i f € £ .,w.wvmw„ vn.r w.iwx..,w„ .vrn. wmvm wmv, ENE131 INF STREET PROFILE r 1 .w.m�x. xv. _ ? 3 AT G ^, wx»w � f `gym i w ,w�w.,xw„m i z x i _� } : 3 i _ GROSSING OF 24 STORM DRAIN fi } � g € f � � F i t j € fi i F E E x z 3 F t S 5 k i 4 3 g E £ x 2 � € € k f 3 e fi x x , x S on ,vd,..,,,xv,..,, , 3 � t fi � i 33,0 ifi0.60 LF 8” PVC SDR 35 0 0 35 147.49 LF 8� PVC SDR 35 0.35 £ 35 1 100.00 LF 6 PVC SD. 5 5 ,»,„a„„»»„„„„yfw„w. .wwm„w;tw..,w.,.., .,,„,w., w., „», ,ww.,,,,„�..^„„„» ,mwm„..�.,m,,,wm ,„» .„„ w.m» »w» „»„»»».....w „w., wm„ „„,„„„a..w,w„„ ,»„ „,„, .,,m, .,„v „w�w..,„ - ""'"4'"'”` 328 x „,„,,,, � w.,�.mmmwm�» www>gw„.m „»",,.�»”, s „w.. z x"»"�^„' „w.�mv ,„„„,�.,„, „„»„�»„ »„v.^»�w� � � fi x�..,.,..„ � } � � � -� r f� F �� FT 1 11 STA=17+38.44 45 q A street GI_ STA = 16+83.06 CLjCattail Creek Way Cl 44 ki # f s € F z 3 II{{ # t 3 3 i z € £ 3 f 3 t I s i 3s [ k f £ k � s £ k x f k } f i i f k 21F =5 z z E j k _ rf F £ }} i £ Y k € 3 f < , < p i F 2 f 3 } f z a s (E) SEWER MANHOLE ,.,,. NEW SEWER MANHOLE C ----•o NEW STREET LIGHT a • -$- (E) SIGN O �} 3 F NEW SIGN + £ 0 © (E) MONUMENT S f fi € f # � f € S k k I E f } 2 f € 2 k F E 33 f x i f { ,,,w 33 3 k S v.nvrmvn i + (E) STREET SIGN { £ Lu STORM DRAIN J z 3 3 2 E ---S--- SANITARY SEWER � b �G�NEER41, (E) SANITARY SEWER W _ 1 ,.,,,,.,,,.. ,, ,, , ..,. .,^..,,. v,,,. ,,, i f �. , ,, ., , ........ .........^ � »f ,.. ...,....: ,:. ,.,.„ ..x,...,,.,,..,, ,n.. ...., ...,.. >n ., ron,.,, .,�.,...n..,nx.x.. .„,,,„,n, ..., .„,n.x } ?,,,..,n.. ,,,, ,n.x..,,. n,o,..• i ., „»x.... � y F 3 i z ---------- } _ } p 3 3 RIGHT OF WAY 1 iw 3 w„rm , x». wmxw, ,x ## f +w.,, « wwx w» $$ , w w.vn w,. wwm uvn,-.r mw.v », ✓ , „w vv ..... », � y # w+w^»v.�„mvnwm, i GAS EASEMENT wwmx..xw„wswxm,„,wm„w"w�.`",w,w.....wx..w»w xw� 8+75 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 M 0. SADDLEBACK CANYON ROAD (LI I THE DELIVERY OF THIS DRAWING SHOULD NOT BE CONSTRUl & TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE -TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE`=EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF •DPSI OF ANY FUTURE USE. ANY USE OF THIS WFORMATION-IS AT THE SOLE RISK OF THE USER. SCALE: 1 ” 10' VERT. 1`# = 40' HORZ. 340 330 325 18+00 18+50 18+75 14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE RIGHT-OF-WAY, AND ABANDONED IN PLACE. NOTES20 ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. %owNTRACT01A NOTES. 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 1.2-7304 Ph 1 - 3 CITY RECORDS N0: 1 LEGEND: t� a 9 O co (E) STORM DRAIN MANHOLE (/} W m m V NEW STORM DRAIN MANHOLE Lj (E) SEWER MANHOLE Q NEW SEWER MANHOLE C ----•o NEW STREET LIGHT a • -$- (E) SIGN O -+�- NEW SIGN + NEW STREET SIGN 0 © (E) MONUMENT Q NEW MONUMENT i 0 NEW WALL 0/ Ct (E) FIRE HYDRANT cr. cc (j (E) BLOWOFF VALVE CL C + (E) STREET SIGN D Lu STORM DRAIN J (E) STORM DRAIN ---S--- SANITARY SEWER � b �G�NEER41, (E) SANITARY SEWER W WATER LINE w°x m (E) GAS LINE GRADED SLOPE (SEE GRADING PLAN) —r-- - - --- TRACT BOUNDARY RIGHT OF WAY 1 iw PHASE LINE _ — SEWER EASEMENT GAS EASEMENT cn GRADE BREAK 0 STRAIGHT GRADE 1.2-7304 Ph 1 - 3 CITY RECORDS N0: 1 J Q 0 o a - U) 4 Lu cr cr o LL 0 w v7 t� a 9 O co > (/} W m m V (D Lj Q T S w a • C Q W O n G � s 0 • LLJ0 a 0 i 0 a- W 0/ cr. cc 0 CL C uj m Q `Z W Lu J Q � b �G�NEER41, 0 a uj w ��b Z' o sh 1 iw o U > W JN J cn UZu v O �N � U O<L; C CL CL C) UJ -v w ~... 3 Z LL 2.2 W 3 N Ag Q J Q 0 o a - U) 4 Lu cr cr o LL 0 w v7 a 9 O co W04 w (/} W m m V (D J T S � r a • C Q O n G � s 0 • a • . cr. cc 0 -e Q Lu cr. 0 1 r a 9 O co W04 w (/} W m m V (D J T f— � r V Lu C Q O n G � N ci 0 a