Loading...
HomeMy WebLinkAbout1.2-7299LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY �• 0. M, '50 22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. D CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-4 & SW -5. cstr CONSTRUCT CATCH BASIN TYPE "A" PER C.Q.B. STD. D-14. O CENTERLINE MONUMENT — — — — CENTERLINE ------ -___ ___..__ __ .__ _ __._ ___ ___ EXISTING SEWER LINE ------ _._---- ------- __ �,_ ____ __ _�_ EXISTING STORM DRAIN LINE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT r t EXISTING DRAIN MANHOLE CE MULTIPLE UTILITY TRENCH (L SEWER MAIN 4'5s ck TYP. 5, x �c TYP. I s0• >k TO 7' MAX. ° TYP. MIN. ON DEEP SEWER, SLOPE LATERALS TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. s q 8r 4! WATERLINE FINISHED STREET --' GRADE 13C I% MIN - PROVIDING PROPER TYPICALCLEARANCE UNDER WATERLINE Ak1% UTILITY TRENCHES DETAIL SEWER LATERAL r x a FOR SHALLOW INSTALLA11ON OF SEWER LATERALS FROM CROSSTHE SEWER LATERALS MUST OVER OR UTILITY TRENCH. THESE INSTALLA11ONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSINGOVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SEC11ON OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVAI ENT, CENTERED ON THE PIPE BEING CROSSED. 12 40T s s YAVENUEr (NOT A 4 10 1�w f, M PRIVATE r (NOT A PART) • �SA AIV L� ITRACT BOUNDARY A\ :VTTM 730.E ! PROJECT MAP SCALE: 1"=200' INDEXSHEET NO. 1. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS ARE TO BE PRIVATELY MAINTAINED. INDEX OFSHEETS, SLJEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. - ' SOMERSET STREET 4. PEMBERLEY PASSAGE AVENUE t j r ON -NtSf, a J A / Z V/Al U,5E—rfftr T CITY OF BAKERSFIELD KERN COUNTY CALIFORN11 VESTING T NTATIV T ACT 7 94%-7k! 6" SEWER LINE #! LF • LINE SEWER 571 LF 12" SEWER LINE 526 LF LATERALS 910 LF STANDARD MANHOLE 4 EA SEWER CLEAN OUT a x :r a .. !. TEMPORARY y. t j r ON -NtSf, a J A / Z V/Al U,5E—rfftr T CITY OF BAKERSFIELD KERN COUNTY CALIFORN11 VESTING T NTATIV T ACT 7 94%-7k! UNIT 1 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT—OF—WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPEC11ONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT r APPROPRIATE ■sRO-sa SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL fACILITY SHOWN HEREIN ARE PRIVATE AND ARE TO BE t STATING3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FICATE OF COMPLIANCE THAT THE REQUIREMENTS ♦ STANDARD SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN - 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. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ANCES, A D RDS AND N CRITERIA SHALL BE COR O CTED RING ON TUCTIO�I. APPROVED BY.- ROGER A. McINTOSH R.C.E. 33322 DATE a IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND. ARE TO BE PRIVATELY MAINTAINED. , VMS 1 V61 �pl q s. r O .rir y ... APPROVED r PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-18 r 1,21 �Io I ` 211313111111 -Ma ► q . . m BEARINGTHE i E SHOWNFOR THE EAST SECTIONLINE i T. 30 • E. AS SHOWNON RECORD ! SURVEY, BOOK PAGE a• WAS USED AS THE BASIS OF BEARING HEREON. i � t !- OF tNCRETE MONUMENT IN LAMPHOLE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING NORTHWESTTHE CORNER OF SECTION ! # • • • (NAVD i DATUM) a■ H Z V Know below. Callbefore dig. Y . w r AVENUE �i r t . IIIIIIIIII 14 1.j s)OUTHERN PACIFIC l� UNIT 1 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT—OF—WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPEC11ONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT r APPROPRIATE ■sRO-sa SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL fACILITY SHOWN HEREIN ARE PRIVATE AND ARE TO BE t STATING3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FICATE OF COMPLIANCE THAT THE REQUIREMENTS ♦ STANDARD SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN - 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. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ANCES, A D RDS AND N CRITERIA SHALL BE COR O CTED RING ON TUCTIO�I. APPROVED BY.- ROGER A. McINTOSH R.C.E. 33322 DATE a IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND. ARE TO BE PRIVATELY MAINTAINED. , VMS 1 V61 �pl q s. r O .rir y ... APPROVED r PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-18 r 1,21 �Io I ` 211313111111 -Ma ► q . . m BEARINGTHE i E SHOWNFOR THE EAST SECTIONLINE i T. 30 • E. AS SHOWNON RECORD ! SURVEY, BOOK PAGE a• WAS USED AS THE BASIS OF BEARING HEREON. i � t !- OF tNCRETE MONUMENT IN LAMPHOLE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING NORTHWESTTHE CORNER OF SECTION ! # • • • (NAVD i DATUM) a■ H Z V Know below. Callbefore dig. Y IIIIIIIIII : • • • ' � : • • i ## • # is • CONTRACTOR SHALL VERIFY LO CA11ONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYIIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED iN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL 1,114W ifl ill F14,101A• 1*140A I IN ►m I M Pw/ r a / • • i ANTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING NTH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6% 8", 10% AND 12" SANITARY SEWiER MAINS MAY BE PLAIN—END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN—END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425.(STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) ) 4. ABS PIPE INSTALLATION MATERIALS : PiPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT—IN FITTINGS ARE NOT PERMITTED. ANTS : USE ONLY SOLVENT WIiELDED JOINTS, THE ASSEMBLY OF .JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PIPE E CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5, PVC PIPE INSTALLATION � , 7 ! r y « 1 I•y a 6, REINFORCED CONCRETE PiPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: I.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V iMTH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH ASTM C 361 OR AWWA 0302 EXCEPT TEST PRESSURE MALL BE 5 PSI FOR RUBBER GASKETS, AND LiNER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED O—RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360° OF THE PiPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLA11OIN OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALT. BE DONE iN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LiNER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77•F t5 (25-C t3 }. PROP TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MRA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 --SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10—SEG. 35-50 t5 WNFJGHT CHANGE t1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1—INCH (25—MM) BY 3—INCH (75—MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRiP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70- — 80' F(21* — 27- C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4—INCH 6 MM SETTLING E D / ( ) CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDi110NING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLU11 S FOR A PERIOD 1 DA AT 77* F t S ON R OF 1 2 YS 5 (25' C t3 ). AT 28—DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE Vi�TH SECTION 7-2.03(1.8) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112—DAY REQUIREMENTS BEFORE COMPLETION OF THE 112—DAY EXPOSURE, THE MATERIAL WILL BE SUB,�CT TO REJECTION. :i/ i i1 •• i, ! 1 ! • 1 • ; i ► :yi R • ` • _ _1 i i i •: 1 • 9. TRENCH BACKFILL •` ! !' • 1,111 mall r • • • 1 • • ! ! i w .i • t x ! y low -l"07 '` • • • 1 r► i ! r r f r • • ! # y i, 1 ► ! ! 1 ! • MCYAk ]W 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. to ,, i,• y • • ` • ► r s r • i`:. !, . is , r•i ! ►: ! # t r ► , • • rr• ! • r ! ! '! / WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOiNT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. wv a►! ! A !.- is ! ► !`. ! `!y i ! r • ♦ •IflVilWAl Ill AMU "IMUMUNIMASUAlmi r r �.. . i s ... r i,,, • y • • i w •' :: • i • r ► r ; • - * •fir • r r ♦• : , • • ! • • • • • � • 13. ALL SEWER STUBS MALL BE t�..OSED IMiH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. 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. IN A GROOVED FOUNDATION. 15. MEM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. 17. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PiPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE, OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED iN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. 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 PREVENT SUDDEN OFFSETS IN THE FLOW UNE. 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 MEN 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 OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEiNG FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PiPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE 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. it i• • ! / #. s•,. 1 1 r ! : 1 •i !- ! r i • THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/ JACKING OPERATIONS PRIOR TO BORING OR JACKING. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR—BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HiS APPROVAL IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WIMICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOiL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH JACKS TO INHIBIT E SLOUGHING AND/OR CLOSING THE WORK FACE. SUFFICIENTTH THE CONTRACTOR BEFORE RESUMING WORK SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. MINOR STRUCTURES. 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 S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. 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. 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 STANDARD S-29. 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 SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WiLL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS, CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HiS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. O N Q �IIIIIIIII \ p r I ® yr I UNE TABLE I I I CD CC 2 W= 113 a "� _ _ M APPROXI ..PARK , co 1 cy ei 6:i oLIJ ��� W ® CA M00 I 18' Q to CD I•#- - -- -- -- --' V 1Q0 cnU) 17 10.95' GRADING PERMIT NO. 16-40000006 I 0 SOMERSET STREET :-- 8 SEE RIGHT 1 8 rn C> CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. 10+00 ,N S 81009'47" E s . , MH MANHOLE EXIST EXISTING � 1 J 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS vi W +p C1 N 31'46'29" W 31.43' «M CB CATCH BASIN ELEV ELEVATION ! f PA 1 I I I UNE TABLE I MQ� $ •m SCALE: 1 " = 40' ®� c„ cn .r , o©m I ZX _ _ • • APPROXI ..PARK 0 Fn J z D . 40' 20' of, 40' s0' ® =U V00 5 ' Z X 06 06 `t c" 3 ® O ��mmz rn+ R, C. ... I 18' . ,.LL_ I•#- - -- -- -- --' 14 _j 1 j 16 17 U IN ITj GRADING PERMIT NO. 16-40000006 I 0 SOMERSET STREET :-- 8 SEE RIGHT 1 8 rn C> CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. Go ,N S 81009'47" E r` 1 U*) ,,,� , MH MANHOLE EXIST EXISTING , c �" pp !0�`j" �fi I "� cn 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS vi W +p CJ W +to N 31'46'29" W 31.43' «M CB CATCH BASIN ELEV ELEVATION I M , r- • +0 r O +W) w- , �- Mitit r�. ; OC z c - TRACT BOUNDARY g cn Z ,o I 364 ° I , ®® cn z P/L cn Z cn zr- cn z ___ ,�. 0�,. 54 00 j CENTERLINE MONUMENT INVERT 8" SEWER k. S 89'46'55" E301.21' 12+00 �1 +� G .36 t — — — - ®_ �' — �°� _ _ —+ - ~. s _ 00 o - ° N8946'55"W 8" 300.00' . 6 ••'E '� ° • N8711'45"W 6" SE 100.00' _)4+ 1 L9 ! f PA F"' 1 R 0 F 0 1 N UNE TABLE I MQ� $ •m SCALE: 1 " = 40' ®� c„ cn .r , o©m I ZX _ _ • • APPROXI ..PARK 0 Fn J z D . 40' 20' of, 40' s0' ® =U V00 5 ' Z X 06 06 `t c" 3 ® O ��mmz rn+ R, C. ... I 18' . ,.LL_ I•#- - -- -- -- --' cn W ¢ to v; PA Ni I PA U IN ITj GRADING PERMIT NO. 16-40000006 I Hn A PAM SOMERSET STREET �_ SEE RIGHT F"' 1 R 0 F 0 358 UNE TABLE • SCALE: 1 " = 40' AR& C4 _ _ • • APPROXI ..PARK _ . 40' 20' of, 40' s0' M ..CZ .. - - D R, C. ... SEE GRADINGFOR . ,.LL_ UNE BEARING COMMUNITYHIGHGATE • • ! :. FACILITY US INV INVERT SCO SEWER CLEANOUT GRADING PERMIT NO. 16-40000006 t W �_ 13800 PEMBERLEY PASSAGE SD STORM DRAIN SDMH STORM DRAIN MANHOLE 0 ELBURY AVENUE (PRIVATE STREET) • s:.#1 sw .+ HORIZONTAL EASEMENT LEGEND.- `WIDE-. PER DOC. • 0215030221 O'. PEMBERLEY SEE SHEET' 4 SOMERSET STREET SEE LEFT (PRIVATE STREET) 31� T", 10+12.00 12+79.56 SCALE: i HORIZONTAL -i 358 356 354 352 350 348 346 344 342 340 338 336 334 358 UNE TABLE _ SCALE: 1 " = 40' BV.IONS __ _ _ _ APPROXI __ _ _ 5 40' 20' of, 40' s0' CL CENTERLINE SMH SEWER MANHOLE - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" UNE BEARING DISTANCE INV INVERT SCO SEWER CLEANOUT t 356 SD STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. — S 81009'47" E 32.22' MH MANHOLE EXIST EXISTING 5 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS L2 N 31'46'29" W 31.43' CB CATCH BASIN ELEV ELEVATION APPRO GRADE ATE FINISHED (ENTERON • r JB JUNCTION BOX R jW RIGHT OF WAY 364 CONSTRUCT CATCH BARN TYPE A PER C.O.B. STD. D-14. ,�o`�° CURVE TABLE SCP STREET CONSTRUCTION P ___ ,�. 0�,. 54 CENTERLINE MONUMENT INVERT 8" SEWER CURVE RADIUS �1 TANGENT DELTA .36 t — — — CENTERLINE�' ®_ �' — �°� 00C5 0 ~ OD it a C1 . 6 ••'E '� ° • 352 37.00' 90100'00" • s CONSTRUCT R PER CITY STANDARDS Z t a •/ 500.00 - --352 37.68 3708 " 8 -37'08 - - -- - -- F W� �O V O W LUaZZ ..J Z I EXISTING S MANN CO to 2 CV 350 SW -4 AND S 5. Z V CD 000 t. . C1(?W CONSTRUCT SEWER CLEANOUT <' EXISTING SEWER CLEANOUT EXISTING SEWER. CONTRACTOR TO VERIFY Cal I before you dig. 350 Q�,GJ %- e J EXISTING DRAIN MANHOLE LOCATION AND INVERT OF EXISTING SEWER tc�ye Z N MM �" I wQC _j w 348 • ® '• ® • o 348 346 • _ ___ .: 346 • • I 114WRT 6" SEWER 344 INVERT 8" SEWER 344t d_ ® 90:: .to 00 °©0 a " : 342 . . ; 342 J ZDV _j--- Z >;r Z Z 2:0 2 V ' !'•' S ew P, Z o, 340 340 � + + U + ¢ r4. t>C Zr r7 'j. O� to '> o 0) WE W W 338 38 N W a W � W INSTALL 100.0 LF OF C INSTALL 3OO.CO LF OF " SEWER 0 0.35% 6" SEWER 0 1.007 - 336 336 334 334 332 332 9+50 10+00 11+00 12+00 13+00 14+00 {STA. 9+68.00 TO 13+68.78) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL EASEMENT LEGEND.- `WIDE-. PER DOC. • 0215030221 O'. PEMBERLEY SEE SHEET' 4 SOMERSET STREET SEE LEFT (PRIVATE STREET) 31� T", 10+12.00 12+79.56 SCALE: i HORIZONTAL -i 358 356 354 352 350 348 346 344 342 340 338 336 334 11+00 12+00 (STA. 10+12.00 TO 12+79.56) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL LEGEND-- UNE TABLE SCALE: 1 " = 40' BV.IONS APPROXI ATE FINISHED®�+• 40' 20' of, 40' s0' CL CENTERLINE SMH SEWER MANHOLE - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" UNE BEARING DISTANCE INV INVERT SCO SEWER CLEANOUT NTH 3.5' OPENINGS PER C.O.B. STD. D-14 SD STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. L1 S 81009'47" E 32.22' MH MANHOLE EXIST EXISTING MANHOLE TYPE "A" PER C.O.B. STD. SVM --4 & SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS L2 N 31'46'29" W 31.43' CB CATCH BASIN ELEV ELEVATION • r JB JUNCTION BOX R jW RIGHT OF WAY CONSTRUCT CATCH BARN TYPE A PER C.O.B. STD. D-14. D CURVE TABLE SCP STREET CONSTRUCTION P TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CENTERLINE MONUMENT INVERT 8" SEWER CURVE RADIUS LENGTH TANGENT DELTA .36 t — — — CENTERLINE�' ®_ �' — �°� 00C5 0 ~ OD it a C1 . 6 ••'E '� ° • 58.12' 37.00' 90100'00" • s CONSTRUCT R PER CITY STANDARDS Z t a •/ 500.00 75.21 37.68 3708 " 8 -37'08 - - -- - -- F W� �O V O W LUaZZ ..J Z . w EXISTING S MANN CO to 2 CV I1at�S below. SW -4 AND S 5. Z V CD 000 t. . C1(?W CONSTRUCT SEWER CLEANOUT <' EXISTING SEWER CLEANOUT EXISTING SEWER. CONTRACTOR TO VERIFY Cal I before you dig. PER C.O.B. STD. SVM -6. Q�,GJ %- e J EXISTING DRAIN MANHOLE LOCATION AND INVERT OF EXISTING SEWER tc�ye Z N MM �" I wQC _j w ENGINEER OF ANY DISCREPANCIES W UW.tW.J 11+00 12+00 (STA. 10+12.00 TO 12+79.56) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL LEGEND-- UNE TABLE SCALE: 1 " = 40' BV.IONS 40' 20' of, 40' s0' CL CENTERLINE SMH SEWER MANHOLE - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" UNE BEARING DISTANCE INV INVERT SCO SEWER CLEANOUT NTH 3.5' OPENINGS PER C.O.B. STD. D-14 SD STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. L1 S 81009'47" E 32.22' MH MANHOLE EXIST EXISTING MANHOLE TYPE "A" PER C.O.B. STD. SVM --4 & SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS L2 N 31'46'29" W 31.43' CB CATCH BASIN ELEV ELEVATION UNLESS OTHERWISE NOTED. JB JUNCTION BOX R jW RIGHT OF WAY CONSTRUCT CATCH BARN TYPE A PER C.O.B. STD. D-14. D CURVE TABLE SCP STREET CONSTRUCTION P TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CENTERLINE MONUMENT SSC CURVE RADIUS LENGTH TANGENT DELTA .36 t — — — CENTERLINE�' ®_ �' — �°� 2 C1 37.00' 58.12' 37.00' 90100'00" • s CONSTRUCT R PER CITY STANDARDS EXISTING SEWER UNE SECTION ,S S'0I C2 500.00 75.21 37.68 3708 " 8 -37'08 - - -- - -- F W� EXISTING STORM DRAIN UNE EXISTING CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. C: EXISTING S MANN CONSTRUCTION NOTES I1at�S below. SW -4 AND S 5. REMOVE TEMP. CLEANOUT AND CONNECT TO C1(?W CONSTRUCT SEWER CLEANOUT <' EXISTING SEWER CLEANOUT EXISTING SEWER. CONTRACTOR TO VERIFY Cal I before you dig. PER C.O.B. STD. SVM -6. ,P- EXISTING DRAIN MANHOLE LOCATION AND INVERT OF EXISTING SEWER PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES 7• IIIIIIIIII 364 362 360 358 356 354 352 350 348 346 344 342 340 INSTALL 62.02 LF OF 8 N89*46'55*W 356 356 PVC 0 - 4.407a SM1H SEWER MANHOLE zz (3 352 INVERT DRAIN SCO SDMH SEWER CLEANOUT STORM DRAIN MANHOLE OP AALLLSFjEb j., 1 Aj "S MA / Al is --ro + STORM MANHOLE EXIST Z co t6 V) CATCH BASIN r - 0 W 3 RGJ-RCF' 0 J13 DRAINAGE RETENTION BASIN a a fi (0 W RIGHT OF WAY 369.04 SEE GRADING TRACT 7257 GRADING PLAN FOR DETAILS OF EXST. 00 0 0.12% VOLUME PROVIDED: 11.73 AC -FT > z z 10 D.W.S.: 348.20' 04 D 1N r- t%111 "'L OR -(n b) +�!,t + C4 SEWER APPROVED M I DRAN IF -Av- MMM VA4 AAA (1) W W -ryfm to INVERT Ir DRAIN 7111 IIIIIIIIII 0 3:0 <= tj 0 SCALE: 1 40' HOR I Z. 1 4' VERT. 26+00 SOMERSET STREET SEE SHEET 3 Fa PA d j I z 0 x U U 0 N 0 Z 0 29 <.w 8 r-.. PA N 04 N 1 A 1TRACT BOUNDARY W 0 cn nFt 0 r6 IP6 r-: Oj (NOT A PART) to rn 18! z C4 W d in SEE GRADING/UTILITY PLAN FOR Lo "i W + to 30! -j - + r- +131011 to HIGHGATE COMMUNITY RECREATIONAL FACILITY C14 01, C3 z cn r- X: 06 06 14 04 z GRADING PERMIT NO. 16-40000006c0 :-j 00 j a: C1 < 00 z 0 W z 2++ 13800 PEMBERLEY PASSAGE AVENUE CD 0!. z 00 OD LLj La 0 04 04 M r::=3 Q -J,,;,e En 53; 1�w CBL. 0 z OR ct W 9) a - PA 08 e cn M LLJ V) r—pi y) A < O� Z 00 Q LL. (f) >: Uj LiLj U) OD cn cn Z %-., T - Fu 0 04) c1q + + S89*46'55*E 12* SEWER 105.00' C14 C14 A- S n n ci 8" DRAIN 589*46'55"E 27+00 Li 28+00 L2 S 29+00 NOT4!2r Cz cnter 9 r---------- a . ......... (n ------------ - -- -------- ---------------- -- S8 12 62. �t -- ------- -- 297.72, r - F*' CC Ll"' V) Z U L jMN,374.6' EXST 12" SEWER N87*0904W EXST 36- DRAIN 374.68$ -- ------ S86 9 07"E 12' SE N8619'07'#W L13 WER 123-66' 31 --- 0. Cl ----- +00 -------- I 1763V -- -------- -------- SEE TRACT 7256 UNIT 1 & 2 mm imm i— -- - 361# ®R 36() nA' ----------------------- 'N85-279 S z— —1— = ------ EXST. 36* DRAIN 360 358 N89*46'55*W 356 356 15.00' 354 SM1H SEWER MANHOLE zz (3 352 INVERT DRAIN SCO SDMH SEWER CLEANOUT STORM DRAIN MANHOLE OP AALLLSFjEb j., 1 Aj "S MA / Al is --ro + STORM MANHOLE EXIST EXISTING -8f-0-6ML ?U ALI L. AT A L477,k h4 -r4 EXST. FIRIVATE CATCH BASIN 374.58 LF OF EXST. 36" RGJ-RCF' 0 0.12% J13 DRAINAGE RETENTION BASIN H RIGHT OF WAY 369.04 SEE GRADING TRACT 7257 GRADING PLAN FOR DETAILS OF EXST. VOLUME REQUIRED: 10.21 AC -FT 0 0.12% VOLUME PROVIDED: 11.73 AC -FT D.W.S.: 348.20' BOTTOM ELEV.: 338.30' DRAIN a1v 'fiU /18 1N r- t%111 "'L UWj - --- -- --- ------------------ +00 ---- ZltfftK dC Z)1VKM DRAIN PLANS -4 33+00 FOR EXISTING SEWER & STORM DRAIN =jo co C4 (APPROVED 5/18/15) at, cn c:j cn n, C2 ----------- 6 cn >5 ail 0:: 100 • H r. Cv 0; 1 co .0 1 t" con to I M 7 *- 0- %! -co D 6 0; 4-4 + in 5 p, + P, + + t� 0 Z I r OD 4 All - 8 1 00 00 < r- 04 t7�) :z W z CAC a c33 r, Q C4 4; Go mZ iam+ t9 "ipi p, N + co 2caa En cn cn + ! 1` cn Z waft 15 ar —7 all aft A All _ / . i IL & % a .,, -----a % 0 HIMM& Emma M mmm& mmom Wft 1% 10 NEW& In gpok mft& mag a "EMEEM am WINE fff f-"%. ff-M a In lk Ar OF -M M 'S a HEM No a r"74 ffs %ff Imam a V.r b T I J, \-I, j\4 A T I v, fr: MBEMLE T r A A %;I A v INUE a , 2 (PRIVATE STREE 1) TTSTA.C.L. TO 32+31.18 RA %C.O*T J 4.4 U97-4-0-11.1 (NOT A FART) SCALE: 1" = 40' HORIZONTAL 364 364 362 362 360 360 358 358 356 356 354 354 SM1H SEWER MANHOLE 352 352 350 350 348 348 346 346 344 344 342 342 340 40 340 am o LINE BEARING LEQE Li S 8904655" E 100.00' T14 g- 1 -1w) Aj so"f- f 9 1 V.4 -rt sur CL ABOREMAlIgNa CENTERLINE SM1H SEWER MANHOLE `-514AL-L Af. OlioukrF-.sy :Wspferf )by#lt eM L -r I INVERT DRAIN SCO SDMH SEWER CLEANOUT STORM DRAIN MANHOLE OP AALLLSFjEb j., 1 Aj "S MA / Al is --ro --T-- STORM MANHOLE EXIST EXISTING -8f-0-6ML ?U ALI L. AT A L477,k h4 -r4 CB CATCH BASIN 374.58 LF OF EXST. 36" RGJ-RCF' 0 0.12% J13 JUNCTION BOX R/W RIGHT OF WAY 369.04 LF OF EXST. 36" RGJ-RCP 0 0.12% 4 K%-11 f4uo ac"cn (X APPROVED DRAIN a1v 'fiU /18 1N r- t%111 "'L —IRACTI 7722-566 SEWER APPROVED dr. MORA 5/18/15 I DRAN IF -Av- -ryfm to IIIIIIIIII 0 3:0 <= tj 0 z 0 W (n z + z -j moo -c 0: 0 >;z>; zz zz z `7 +v- v- C44 1* cq wco g F— F— N F-: (131ae W 127-1 -j Xp. W W z n Z W -4 :)1 :3 LLJ LU 2 ArrKVAIMFklt 'GRADE 0 11NMMU1 CENTERUNE Ld LLj x r- -j -j Uj 1 Li (A Ld LLJ 16 -----EXISRNG--TEMPORAR`Y--- SEW I XEANOUT TO BE REMOVED 8" WATER • Wow va� TINVERT 12* SEWER INVERT 'If SEWER - F-: -j INVERT 12* SEWER D 0 (INVERT EXST. • -j INVERT EXST. 36* DRAIN 0 z 12" S EWER 0 0--w ZA:w. to 3W N N N 0 N C4 N 04 v -CK) cr- z >>; 2!-- >:W zz 0 Z z0) 10 'to 00 z "o) ---- - LQ to Ito-: * -: 7 W q: CD to 0) 00 tc) 0 K) 0 o I+ + 4 + OD ri) C14 >: F-: cn W�Www XP INSTALL 105.00 LF OF cn cn (n Uj Uj Uj (n Uj 176.34 LF QF EXST. 12" SEVER 0 0.15% -d- IN-�STALL 97.72 LF OF 12n S 0 0,1590 Jr INS] AU -T2-1-6 S-L-F-DT-� 2*'-MWE� -0-0-.15V SEWER 0 -0.159 am o LINE BEARING LEQE Li S 8904655" E 100.00' T14 g- 1 -1w) Aj so"f- f 9 1 V.4 -rt sur CL ABOREMAlIgNa CENTERLINE SM1H SEWER MANHOLE `-514AL-L Af. OlioukrF-.sy :Wspferf )by#lt eM L -r INV SD INVERT DRAIN SCO SDMH SEWER CLEANOUT STORM DRAIN MANHOLE OP AALLLSFjEb j., 1 Aj "S MA / Al is --ro MH STORM MANHOLE EXIST EXISTING -8f-0-6ML ?U ALI L. AT A L477,k h4 -r4 CB CATCH BASIN ELEV ELEVATION J13 JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN TOP OF MANHOLE/Top OF CLEANOUT ELEVATION • S- CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 29+00 30+00 (STA. 27+03.13 C.L. TO 32+31.18 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE "A7 PER C.O.B. STD. CONSTRUCT CATCH BASIN TYPE *A* PER C.O.B. STD. D-14. CENTERLINE MONUMENT CENTERUNE EXISTING SEWER LINE EXISTING STORM DRAIN LINE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT EXISTING DRAIN MANHOLE 'NOTES 1) ALL CATCH BASINS ARE TO BE TYPE -A- WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVAT10 UNLESS OTHERWISE NOTED. ZQ110 DIESIGNABON: yN LEM 2 %W *RE SECTM IS SHOW QQNSTRUCTION NQIE5 REMOVE TEMP. CLEANOUT AND CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER PRIOR TO CONSTRUC11ON AND N011FY THE ENGINEER OF ANY DISCREPANCIES LINE TABLE LINE BEARING DISTANCE Li S 8904655" E 100.00' L2 S 89*46'55" E 82.37' L3 N 7732*33' W 150.34' CURVE TABLE 354 EASEMENT LEGEND: 30' WIDE DRAINAGE EASEMENT 352 PER DOC. NO. 0215030221 O.R. 350 NOTE: CONTRACTOR SHALL REMOVE THE TEMPORARY SEWER CLEANOUT AT THE TRACT BOUNDARY AND VERIFY THE LOCATION AND INVERT ELEVATION OF EXISTING 12" SEWER 348 AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 346 SEE TRACT 7256 UNIT 1 & 2 344 SEWER & STORM DRAIN PLANS FOR EXISTING SEWER & STORM DRAIN (APPROVED 5/18/15) 342 NM w0q] M 334 332 33+00 Know what's below. Call before you dig. 354 EASEMENT LEGEND: 30' WIDE DRAINAGE EASEMENT 352 PER DOC. NO. 0215030221 O.R. 350 NOTE: CONTRACTOR SHALL REMOVE THE TEMPORARY SEWER CLEANOUT AT THE TRACT BOUNDARY AND VERIFY THE LOCATION AND INVERT ELEVATION OF EXISTING 12" SEWER 348 AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 346 SEE TRACT 7256 UNIT 1 & 2 344 SEWER & STORM DRAIN PLANS FOR EXISTING SEWER & STORM DRAIN (APPROVED 5/18/15) 342 NM w0q] M 334 332 33+00 Know what's below. Call before you dig. IIIIIIIIII