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HomeMy WebLinkAbout1.2-7161 Ph 1 - 5 Record DrawingW SUMMARY OF IMPROVEMENTS SEWER IMPROVEMENTS UNITS PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 TOTAL 6" SEWER LINE LF 576 - 267 316 170 1329 8" SEWER LINE LF 31 - 791 1278 1224 3324 4" SEWER LATERAL LF 256 - 850 1482 1020 3608 SEWER CLEANOUT EA 2 - 2 1 - 5 STANDARD MANHOLE EA 3 - 4 6 6 19 STORM DRAIN IMPROVEMENTS 18" STORM DRAIN LINE LF 761 1 456 1 458 1 573 1 479 1 2727 STANDARD MANHOLE EA 2 2 1 2 1 2 1 2 1 10 CATCH BASIN EA 3 1 - 1 3 1 3 1 1 1 10 M X49' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: D: TRACT BOUNDARY ABBR . ATIONS ----------LOT UNE SECTION DESIGNATION: CL CENTERLINE S CONSTRUCT SEWER PER CITY STANDARDS SECTION LETTER INV INVERT A SD STORM DRAINCONSTRUCT SEWER MANHOLE MH MANHOLE ® TYPE "A" PER C.O.B. STD. S-7. 2 CB CATCH BASIN SHEET WHERE SECTION IS SHOWN JB ' JUNCTION BOX 0 CONSTRUCT SEWER CLEANOUT SMH SEWER MANHOLE PER C.O.B. STD. S-20. SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS EXIST EXISTING NOTES: 1) ALL CATCH BASINS ARE TO BE TYPE "A" ELEV ELEVATION ® CONSTRUCT STORM DRAIN WITH 3.5' OPENINGS PER C.O.B. STD. S-12. R/W RIGHT OF WAY MANHOLE TYPE "A" PER C.O.B. STD. S-7. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. q SEWER MAIN UTILITY TRENCH SIDE i WATERLINE SIDE ,1 q MULTIPLE UTILITY 1 ! TRENCH I WATERLINE I R/W I 5' ' R/W 4• 1 TYP. I I 4' i I i2' -� 1 1 TYP. �--- I ( I FINISHED STREET I LOT PAD ( GRADE ! LOT PAD , 1 5.5' MIN.i i 60" I j' 36" TYP. I 5' MIN. 0 7*MAX. ( po j T I i O( TO 7*MAX. I 1% MIN. 1 ( 1% MIN. S SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND -"� UTILITY TRENCHES ON DEEP SEWER, SLOPE LATERALS TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED I TOLERANCE. DETAIL TYPICAL SEWER LATERAL INSTALLATION * FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER & STORM DRAIN CONSTRUCTION PLANS I1 ' 0' III 1 2 S � 4 / 5 \ II { I 2 I � a 28 Ififi 27 I _ I � I I I 3 5 26 $ - I! I I 25 I I m FOR TRACT NO. 7161 UNITS 1 THRU 5 (PRIVATE, STREETS) cosM"1 VAUD St/15/19 KEY MAP SCALE: 1"=200' O9 DENOTES SHEET NUMBER FOR STREET NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY ' CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT _ 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 ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: EXP. 6-30-10 DATE 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 INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR R.C.E. 39880 EXP. 12-31-10 ps REVIEWED BY: REVIEWED BY: 12 10 1 "mii� 1 �!. � I�"'+,.,h�I��_�-rte- •��...- ,`---.RACT �.-,.,.,,,,� • 223 r ( renNo. UNIT I I iii � '•� A� gill Lw 5_1 {! )St -n f� � S�IRE L DRI fig:, 1 • �� � � 'a � ■. I!mn \, ------ mow•, ��+� `s1_�»�����71U''u .. ��!!'!�7!,\������%�"��� i����: aim RETENTION 'TRACT No, 6223 UNIT 2samab Pm BASIN _, ��• �I', INDEX OF SHEETS � TITLE 1. COVER SHE 2. NOTES & SPECIFICATIONS 3. BARROWBY STREET (STA. 10+00.00 TO STA. 24+00.00) 4. BARROWBY STREET (cont.) & OAKLEY STREET 5. MARSDEN STREET & STILLBROOK DRIVE 6. LANESFIELD DRIVE & PARKERHILL DRIVE 7. LINCOLNSHIRE DRIVE & MEDALLION DRIVE 8. MANDALAY PLACE & OAKLEY STREET C WORKS DIRECTOR TRA IC ENGINEER STOCKDALE HIGHWAY moo N I i w M� > V a w moo z W z=5 oC, � V W V o: 1- cn J c6 3c!: do a0 w - a a � � O O 1-- sm w :Dx V) 0 0 t7 N moo W T Pk, 2 i S v,u�•l V STANDARD NOTES 1. GENERAL IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS 11. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND DISPOSAL OF THE CONTRACTOR. HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. SUPERVISION NECESSARY TO COMPLETE INSTALLATION. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS IN-SITU MATERIALS. MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30" OF COVER AT FLOW LINE. BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600mr 0 ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY SPECIFICATIONS. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTYca EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. REFER TO SEWER LATERAL DETAIL ON SHEET 1. UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO w ul W, TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING 12. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 0 'D THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND. UNDER BELLS z THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR AND COUPLINGS SHALL BE AVOIDED. 13. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD -� SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE STANDARD DRAWINGS S-7, S-8. AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE v CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT OF BAKERSFIELD STANDARD DRAWING S-20. 57 - CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM UP TO THE QUARTER POINT OF THE PIPE. > DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED 14. STORM DRAIN PIPE Cl MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE CLASS III WITH RUBBER a PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE GASKET JOINTS, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. -' BY CONTRACTOR PRIOR TO TRENCHING. PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO SPECIFICATIONS AND THESE SPECIAL PROVISIONS. AS DIRECTED BY THE CITY ENGINEER. COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, PERMITTED. PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. EXCEPT AS NOTED ON PLANS. o 00 SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE 2. STANDARD DETAILS BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE i 0)PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. rn N N OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE ce THE FOLLOWING CITY OF BAKERSFIELD STANDARDS Q et 0 SHALL BE CONSIDERED PART OF THESE PLANS: MATERIAL IP IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO `O USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. O z ao SW -1, S-7, S-8, S-9, S-10, S-11, S-12, S-14 SECTION 65-1.068, RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. 0 of �t S-19, S-20, S-21, ST -6, ST -22, MEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL Z u- 1 HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE Q J1. o 3. VCP INSTALLATION MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND -j Q 't DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING w U m MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY BEFORE SUCCEEDING LAYERS ARE PLACED. AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED = CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING 3 0 CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE o w to OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR REJECTED. o V AND THE CURRENT ASTM SPECIFICATIONS C-12. ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON N w m STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES X 13 JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT Q 8 WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION COMPACTION. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. m C-425. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS t� THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAY STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE c BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM MATTER, OR OTHER UNSATISFACTORY MATERIALS. TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT 1 SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. 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, Z BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. ` N THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING 2 LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE SHALL BE IN ACCORDANCE WITH SEC11ON 19, "EARTHWORK" AND SECTION 6-3, MR .? „ WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO M CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF w M� > v FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT REQUIRED) PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL d MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN 4. ABS PIPE INSTALLATION NEXT LAYER M PLACED. SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF ' �P THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. c� MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE Sf038 ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) < IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE ANO SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE OF THE FOLLOWING D2922 OR D1556. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED r IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE OR INCORRECTLY CUT. 00 INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT 15. BORED/JACKED PIPE MATERIALS WILL BE CONSIDERED SUITABLE. 9. SEWER PIPE INSTALLATION 5. PVC PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BOREDPIPE SHALL BE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUTTJACKED ITS LENGTH AND SMALL SLOPE AND BACKFILL TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL z IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS N JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. o BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE �n CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF REJECTED. BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. .INSTALLATION.: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE EATING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND 111 EMBEDMENT JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, m MATERIALS WILL BE CONSIDERED SUITABLE. THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT BORING/ ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE a FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL Q 6. TRENCH EXCAVATION PIPE LAYING SHAH PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON ¢ SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE THE PLANS. z o THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN a �- OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE WORK PROGRESSES, THE UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE s m THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION N SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS cn THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PIPE AND FITTINGS SHALL BE CLOSED. Q APPROVAL PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO M N THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. Q CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF EACH MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR 3 SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. INSTALLATIONS SHALL MEET CITY STANDARD S-39. PIPE INSTALLATION FOR THE BUENA AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE NTH SUFFICIENT JACKS TO CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE VISTA TRUNK SEWER, PHASE I SHALL MEET REQUIREMENTS AS OUTLINED IN THE PIPE SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING OPTIONS, BUT IN NO CASE SHALL BE LESS THAN ASTM CLASS D TRENCH REQUIREMENTS. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION • ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED WILL BE MADE THEREFORE. �� •�,� t� C..) 7. BRACING AND SHORING OR INCORRECTLY CUT. to 16. MINOR STRUCTURES EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED jt REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL .• DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL Z THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE OF THE 1994 EDITIONS' "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT- CAUSE FOR THE STATE DIVISION AND GRAPIER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE S-7 AND S-8. � TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 STANDARD S-12. TEMPORARY INLETS GRATED SHALL CONFORM TO DETAILS ON THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING HOURS PRIOR TO ANY TESTING. PLANS. � ' V BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE Zr BACKFILL AT ALL TIMES. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL GCS EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A �� SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND G WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET V TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO W PLUMB. SLOPING OR OTHER PROVISIONS TO BE MADE 8Y THE CONTRACTOR FOR THE PURPOSE REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING 17. ADJUST SURVEY MONUMENT ENCASEMENTS EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. = `. SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE _ "`" - ` C) SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR `'-' !`t`' 'a ad CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHAWN ON THE PLANS IN 0 REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. W PROHIBITED ON THIS PROJECT. COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE Ig TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A v- 8. TRENCHA� THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH MINIMUM OF THREE DAYS. ie THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN PAID AS SEWER FOR THE APPROPRIATE DIAMETERS.) 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 r r \ !� 0��� V ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED 200 FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER 10. SYSTEM TESTING PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO cn A MINIMUM OF ONE DAY. A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE RECOMMENDATIONS OF THE MANUFACTURER. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED 3607, 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 TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS 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) AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER �JJ SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A THE CITY. W 0) COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. �c' w N f THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION " ABOVE THE PIPE ZONE WILL BE ALLOWED.El Co. 110 URPAV ING /,q?-7/b�-, 1 I I +i I 7 18" DRAIN A_1 I 360 358 356 354 352 350 348 346 344 342 TRACT W II UNIT 41 In Aw N W 11+00 1 00 U � _ 1 T 12-� 00 TRACT 6223 --• UNIT 6 II Q N CENTERLINE S0114 42 W S —� 8 SEWER �S oo 270.00' N � Sir INVERT N .-- o U !o G CONSTRUCT SEWER MANHOLE QZ I mJ PRIVATE�-4 Z � �+-� CATCH BASIN JUN Q2' _j_j PARK Q oo P CU tU I oo ' Ii N i S C -4I SCO i O cnm � m° W Qo I NQ. 2 O o0 EXISTING 21;:N NN - J ~ o ~o cO N N 1 7 18" DRAIN A_1 I 360 358 356 354 352 350 348 346 344 342 18'I 111s' I 28 I = 00 I 1 JW + 8 I za LOiC 1 18� I 18' , 00 DUi q �7 ' 26' 26' m ++ = rnrn 2 �r 26' 26' Q coop I LINCOLNSHIRE DRIVE ad STILLBROOK DRIVE SEE SHEET 7 N (ncn SEE SHEET 5W' QQ to N H H iN 1 7 Z; 1 00 �? gg _ 17 (00 S0114'42"WS _ 18+T 1 7 19+00 p S0114'42"W 8" SEWER 220.00 $01'14'42 W S 8' SEWER 2 u-)� o o o m z I o ( o I o I O I NI i !n N I N i 0 o N I N I W z -i W a0 W i O CSN � I z N i w 8' I 18' 1 �t \ 7 ; of 6 ' o� o� c I aN, 4cc (a I 5 Q 00 00i - '� N I Z CO(D r.: I O + + ++ + W PARKERHILL DRIVE °° v, in v, SEE SHEET 6 V) N N N N N N or%nnvvvo r 0 i nuc i (PRIVATE STREET) (STA. 10+00.00 TO 24+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL u FNI i 1 4 TRACT 6223 UNIT 5 TRACT 6223 II UNIT J Aw 11+00 1 00 U � _ 1 T 12-� 00 TRACT 6223 --• UNIT 6 _ S S01'14 -421"—W _ _ 8" SEWER S 160.98' CENTERLINE S0114 42 W S —� 8 SEWER �S oo 270.00' N � 4o INVERT 10 N SD !o G CONSTRUCT SEWER MANHOLE MH MANHOLE TYPE "A' PER C.Q.B. STD. S-7. CATCH BASIN Q2' JB JUNCTION BOX I CONSTRUCT SEWER CLEANOUT N Ii N i S C -4I SCO i O t J c:lJo O EXISTING ~ O F J ~ o ~o R/W 0J0 Cs aQ � JY m OC oJ 802-5 O Y= ppoo O TYPE PER C.Q.B. STD. S-12. O O O~J O w i 1 O r7 I m.l I mJ C,; �r.jM M fA _ �� J r) W M fjj Oi M W (n 1 xWJN W I 'M x 1a.I Z L J 22Z v N N I N I 6 i ' V I N ' U U { 0'0 I U)i I { ! V) I i � ( ZZ vU I Z VJJ �W�' %i 1 V I W N W N 4 W j N V N m �z N N F W !g N 1 I� N eh 8 ri 7 OfO Q W No -1- °° � M 6 5 � j 3 © _� I + I + I N W M� I M d' i r' I W Ix �QW 7 I � I I I IQ- ra- I `C� `�' °' ! N+,� N I $ F- } ��� f" ® `p ICS + t% ZO ¢ Z I Q 1 Q i W .- i .- I Z I I V Qma I � I 0 { CD V) v, v~i Ij c-� NN �- 1Q- I I 1 G� v►-izo C� Y) U) d W N N N ( I N I to I n f 18'I 111s' I 28 I = 00 I 1 JW + 8 I za LOiC 1 18� I 18' , 00 DUi q �7 ' 26' 26' m ++ = rnrn 2 �r 26' 26' Q coop I LINCOLNSHIRE DRIVE ad STILLBROOK DRIVE SEE SHEET 7 N (ncn SEE SHEET 5W' QQ to N H H iN 1 7 Z; 1 00 �? gg _ 17 (00 S0114'42"WS _ 18+T 1 7 19+00 p S0114'42"W 8" SEWER 220.00 $01'14'42 W S 8' SEWER 2 u-)� o o o m z I o ( o I o I O I NI i !n N I N i 0 o N I N I W z -i W a0 W i O CSN � I z N i w 8' I 18' 1 �t \ 7 ; of 6 ' o� o� c I aN, 4cc (a I 5 Q 00 00i - '� N I Z CO(D r.: I O + + ++ + W PARKERHILL DRIVE °° v, in v, SEE SHEET 6 V) N N N N N N or%nnvvvo r 0 i nuc i (PRIVATE STREET) (STA. 10+00.00 TO 24+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL u FNI i 1 4 TRACT 6223 UNIT 5 o 149 � II Aw 11+00 1 00 U � _ 1 T 12-� 00 1 13+ 14+00 � 15+00 � N 1'14'42"W 8" SEWERS 160.97' _ S S01'14 -421"—W _ _ 8" SEWER S 160.98' CENTERLINE S0114 42 W S —� 8 SEWER �S oo 270.00' N � INV INVERT 10 N SD STORM DRAIN G CONSTRUCT SEWER MANHOLE MH MANHOLE TYPE "A' PER C.Q.B. STD. S-7. Go CATCH BASIN o JB JUNCTION BOX I CONSTRUCT SEWER CLEANOUT w o Ii N i S C -4I SCO i t 0 tow O -- --- D CONSTRUCT STORM DRAIN PER CITY STANDARDS p EXISTING 18'I 111s' I 28 I = 00 I 1 JW + 8 I za LOiC 1 18� I 18' , 00 DUi q �7 ' 26' 26' m ++ = rnrn 2 �r 26' 26' Q coop I LINCOLNSHIRE DRIVE ad STILLBROOK DRIVE SEE SHEET 7 N (ncn SEE SHEET 5W' QQ to N H H iN 1 7 Z; 1 00 �? gg _ 17 (00 S0114'42"WS _ 18+T 1 7 19+00 p S0114'42"W 8" SEWER 220.00 $01'14'42 W S 8' SEWER 2 u-)� o o o m z I o ( o I o I O I NI i !n N I N i 0 o N I N I W z -i W a0 W i O CSN � I z N i w 8' I 18' 1 �t \ 7 ; of 6 ' o� o� c I aN, 4cc (a I 5 Q 00 00i - '� N I Z CO(D r.: I O + + ++ + W PARKERHILL DRIVE °° v, in v, SEE SHEET 6 V) N N N N N N or%nnvvvo r 0 i nuc i (PRIVATE STREET) (STA. 10+00.00 TO 24+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL u FNI i 1 4 TRACT 6223 UNIT 5 W.. 14 -T -vv 1 %J-rvv I'+tvv I Z)+ vv 16+Qu 17+00 18+00 19+00 20+00 21+00 22+00 23+00 o 149 � II Aw TRACT BOUNDARY ABBREVIATIONS ----------LOT UNE CL CENTERLINE S N � INV INVERT 10 N SD STORM DRAIN G CONSTRUCT SEWER MANHOLE MH MANHOLE TYPE "A' PER C.Q.B. STD. S-7. CB CATCH BASIN JB JUNCTION BOX ® CONSTRUCT SEWER CLEANOUT SMH SEWER MANHOLE W SCO SEWER CLEANOUT t SDMH O -- --- D CONSTRUCT STORM DRAIN PER CITY STANDARDS p EXISTING o ELEV ELEVATION ® CONSTRUCT STORM DRAIN R/W RIGHT OF WAY Cs MANHOLE TYPE "A" PER C.O.B. STD. S-7. �tjo CONSTRUCT CATCH BASIN "A" 802-5 O N TYPE PER C.Q.B. STD. S-12. m w � O r7 5w mJ C,; �r.jM M fA o� W W I 'M x 1a.I Z ctI J v N I W N Z rno I WW W rn z �w-1 N d I 3 � I I2 I I m �z +g-�- m NSW � 8{ N.--��FU- ( 19 { i W$ 2 0 fI O J _N + Ndw N;t co m> d' N I N I IQ- ra- I `C� `�' °' ! N+,� N I $ N } ( �a ICS NN t% ZO ¢ Z I Q 1 Q i W 4 acr V� W o� 2 V) 20+00 `� 21+00� 1 2+00 23+00 N01'14'42'E 31.26' LLJ W� � N 2 0 (I1i 00 ° SO100.0'W °O 01'14'42'E 8" SE R 1Lu 00.00' 205.11' Q 0 M (may p�� O p N 001�� W Z of � -_ _ CR 0 oo it Ex 0 11 ' _ , I 00O �" p� 00 I I Q 00 M N� t- ( I I p� o to 1 U ~ H 1 goof N � 13 af C5 I M I z O 'ria d N 0 o I i .r Q N 3 I Z J �� w N "" 2 I 1 Zcs V� 1�1--- I 8 -, 3 00 00UN N z W ucn ui J3W I = ZQ tp c0 NN O d' i ` _� zt r- Z Q d d� tCtp 18uj '! 18' I Q W ad a0 r+� a0 N d- 6 = Z 00 c . cD I 0000 W N U to 00 00 + + �rOj + VO., J NN 26' 26' J U 'D'D + + c0 .Q t0 cD I O N o N U ++ w + NN N Z K) Z 00 ad N NN LANMELD DRIVE N NN �+�+ W i„ N; ~ � W Mc� ANNN t- N N NN N N NN <: -c: "* NN U N J T 3 W.. 14 -T -vv 1 %J-rvv I'+tvv I Z)+ vv 16+Qu 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. IT -Ft 556 $54 552 60 48 46 44 X42 24+00 —17PV '-� a) O M M 0) 5 Q d O of O I W 00 3 0 (0 O to v N Of W Y Q m o 149 � II TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION TRACT BOUNDARY ABBREVIATIONS ----------LOT UNE CL CENTERLINE S CONSTRUCT SEWER PER CITY STANDARDS INV INVERT 10 N SD STORM DRAIN G CONSTRUCT SEWER MANHOLE MH MANHOLE TYPE "A' PER C.Q.B. STD. S-7. CB CATCH BASIN JB JUNCTION BOX ® CONSTRUCT SEWER CLEANOUT SMH SEWER MANHOLE PER C.O.B. STD. S-20. SCO SEWER CLEANOUT t SDMH STORM DRAIN MANHOLE -- --- D CONSTRUCT STORM DRAIN PER CITY STANDARDS EXIST EXISTING o ELEV ELEVATION ® CONSTRUCT STORM DRAIN R/W RIGHT OF WAY Cs MANHOLE TYPE "A" PER C.O.B. STD. S-7. �tjo CONSTRUCT CATCH BASIN "A" C) C_.)uluj N TYPE PER C.Q.B. STD. S-12. SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. IT -Ft 556 $54 552 60 48 46 44 X42 24+00 —17PV '-� a) O M M 0) 5 Q d O of O I W 00 3 0 (0 O to v N Of W Y Q m a 0 m o 0 II O 0 O r C3 + 10 N !- O Z � 6�o �o a 0 m o 0 O O 0 O C3 + 10 N !- O Z � 6�o �o - .--� t C�o z� o , Ou o Cs �tjo C) C_.)uluj N Y w � 5w �CD o� W in ctI v J co m> aD 00 �a i W 4 acr V� o� sm W� � N 00 Q 0 M (may O p / _ -71- I 1- O O 0 O C3 + 10 N !- O F— � 6�o �o - .--� t C�o o , o Cs �tjo C) C_.)uluj w � �CD o� in ctI co aD / _ -71- I 1- TRACT 6223 UNIT 5 (no O p O? p O(n m O O Odd W C. O O O D: QQQ O O O O O O M Q W M M M 1 ��� Qof of Lu M M N'3 of w Of Ld vwi 1 w I Li w , w I W , w O ow !! w w w w o i En i z ti f v> I Ln 1 cn z rnW i v ci V) f V) i co i Ln w 21 20 a �s c � 22 M 23 0 24 25 � z+ � W $ 261 M 27 11I 28 29 °° = N N Lo co ( r r = C, rr Opo 00 p+j 1 O I O cnco � I N I N I N I N Q�a F- '¢ ar- I d i zai-�w z I w W i— to F- U cnza ! F W N N V)V) 3 V) V) V) V)cn V) V) VV) c i In w N0114'42"E 173.79' ;r, - (/) 24 8" SEWER 25+00 N01'14'42"E 26+00 W `� 27+0 28+00 N01'14'42"E 29+00 30+ 0 31+00 I S 205.11 S NOl "14'42"E ' oD S S s " S s w N 8 SEWER 300.00 NOt'44 42 E 8 SEWER 285.59' = Ifl, o W I o l a ��• o o 0 o °r io 1 o cr �- o I o I N N I 'wt o I O aD I oo I NW O I �3'uima I o N 'n I� °.° Itn oLLJ 5 WI V) �f � �N 13 14 V) N, z w V) 3 I 2 V) 1 V C� od rn 18' 18' rn =101 nIII III 18' 18' nnnrn rn I 1 rn W M x 26' 26' `+ i � i I °�° 26' 26' 3 + Coco I co ( + o to Ln + + + / . OAKLEY STREET NN N MEDAWON DRIVE N NN ' N NN co N Cl � W MM a SEE SHEET 7 d MARSDEN STREET m (N N N N N N SEE SHEET 5 ,N, �� is ';5 g i/y in N U NV) U N I T 3 U N I T 1 360 358 356 354 352 350 348 346 344 342 BARROWBY STREET (PRIVATE STREET) (STA. 24+00.00 TO 31+89.72) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N � � INSTALL 20511 LF OF 8" SEWER ® 0 359' � rr� INSTALL 300 00 LF OF 8" SEWER ® 0 359 " M a CENTERLINE M M INSTALL 285.59 LF OF 8 SEWER ®0.35°!0 INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEINER MANHOLE SCO rn o�Z �o�Z Ui oo ao cr ui $oi>o NOTE: CONTRACTOR T EXIST EXISTING ELEV ELEVATION CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. W360 z -1 AND ELEVATION OF SE TYPE PER C.O.B. STD. S-12. W W W ENGINEER OF ANY DI aZ � O�W W O�WW 01 °'' 1�2Z 00 � APP FINISHED XIMATE GROUN �' > +Zz c 58 Z � W cni a ��??cn o� "' �`' VI Y ix M � W H m Ww 354 11 C.I II OIlm 352 350 g INVERT 8" DRAT II J 348 II 5. 346 O O i 0� 344 a 342 31+00 32+00 W¢ N a� Ln �. APPROXIMATEWISHED N gyp. O ti - Lo S m L� (n 0 CENTERLINE Qo +- — M N D M � O O — Z I a 1 " DRAIN E EV. 349.0 INV. J f ✓ IN RT 8" EWER O INVERT SEWE �+ R N N 25+00 26+00 27+00 28+00 29+00 30+00 CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEINER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY 2 INTERSECTION STA. 31+89.72 C.L. BARROWBY ST= STA. 34+90.47 C.L. OAKLEY ST 3 (C) -C) Ls� 4 SEWER, DISCREPANCIES. 8 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION W f~n 0 VERIFY LOCATION � � � v o I W THEN NOTIFY � � z o „� C7 a S ao za 00 00 � CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. W360 CONSTRUCT CATCH BASIN 'A' TYPE PER C.O.B. STD. S-12. W W � aZ � 01 °'' 1�2Z 00 � APP FINISHED XIMATE GROUN c 58 Z � W � CE TERLINE o� "' �`' VI Y 356 W � W H m Ww 354 11 C.I II OIlm 352 350 g INVERT 8" DRAT II J 348 II 5. 346 O O i 0� 344 a 342 31+00 32+00 M X49' 8 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION TRACT BOUNDARY d' ----------LOT UNE S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE F TYPE "A" PER C.O.B. STD. S-7. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. n w M > Z CONSTRUCT CATCH BASIN 'A' TYPE PER C.O.B. STD. S-12. .n n z ci z 0O id O WO O Mt) Z Z ...fes J _j UNCOLNSHIRE DRIVE <Mcft ws O----- - - - __ - �i O N iw 000 O cp z ad (-Y V) (n NOTE: SEWER LATERALS TO BE ABANDONDED IN PLACE SHALL BE CUT & CAPPED AS CLOSE TO THE WYE AS POSSIBLE. U N I T 5 L) 14 J 1 R OAKLEY STREET (PRIVATE STREET) (STA. 10+00.00 TO 13+81.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL J z STILLBROOK DRIVE o SEES SHEET 6 8 m t\ d' UNIT I - d n ZOZ F 00U • TTTTTT r - 10PI M ¢ n w M > Z Of o cs��~ W aZ � 01 O J oZ 00 O----- - - - __ - �i O N iw 000 O cp z ad (-Y V) (n NOTE: SEWER LATERALS TO BE ABANDONDED IN PLACE SHALL BE CUT & CAPPED AS CLOSE TO THE WYE AS POSSIBLE. U N I T 5 L) 14 J 1 R OAKLEY STREET (PRIVATE STREET) (STA. 10+00.00 TO 13+81.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL J z STILLBROOK DRIVE o SEES SHEET 6 62360 Jut - 360 358 356 354 352 350 348 346 344 342 SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN -1 *"I cm � t\ d' INSTALL 308.48 LF OF 18" RGJ-RCP 0 0.26% d n ZOZ 33� 00U • 62360 Jut - 360 358 356 354 352 350 348 346 344 342 SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN -1 *"I cm II` d .- J cep W O Z 00U • TTTTTT � 10PI M ¢ n w M > Z 0 a F- cs��~ W o 01 N oZ � APP FINISHED XIMATE GROUN c Z � a � CE TERLINE o� VI Y 0 W � W H m Ww m C.I OIlm fr � g INVERT 8" DRAT { J C5 5. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 11+00 12+00 13+00 362 360 358 356 354 352 350 348 346 344 342 OAL 7 0 V) M 5 Q 7* 0 w 00 1 w M >w V 00 w tD 0 E co o .� N w Li Y a m D moo *"I cm II` d 00U • TTTTTT � 10PI M cs��~ W o oZ � o c Z � a o� VI Y 0 W � W H m Ww m C.I OIlm fr � g Q { J C5 5. O O 0� a W¢ a� N O ti - Lo S m L� Qo M N D M � O O *"I cm II` d 00U • TTTTTT � 10PI M cs��~ o oZ � o c v N � a 0 W � W H m m C.I OIlm fr � g Q { m 2 7 BARROWBY STREET a s�, SEE SHEET 4 z J,`r> o�,� V�; �x x? 9y lFfi�G� 26' 26' 1 o \ �� 99� o sF `=�•�j �y F �,� s \ 18' 18' _ a . ' U, 18, ti -�� by F` 0oo �9i -im 5' I I 3 � <3 v 6�,� �9 0�9, ''•9y � �si�' �•' `S` oyyti q,o � � •h 26 q CATCH BASIN NO. 8 STA. 9+82.00 C.L.= STA. 9+82.00 DRAIN NORMAL F.L. ELEV. 353.59 DEPRESSED F.L. ELEV. 353.4 END OF PIPE STA. 9+81.58 C.L. 25 - q INTERSECTION STA. 10+00.00 C.L., MARSDEN ST= STA. 28+19.99 C.L. BARROWBY ST 24 362 360 358 356 354 352 350 348 346 344 342 340 338 �G�OP6`9 Ali nN•1�0�,�� oqc��0�,�. No N / g'� ftp gee OEC c�pF,� g-\ Z�5'�P 1�� 9�GG�• 5 - �� 6 C14g ^ 9EXISTING SEWER MANHOLE : r 0: ± ± 5 STA. 14+70.91 C.L., 3.00RT. z I o cni vV) Lo •F, n oo S8845'18"E 18" DRAIN 144.73' ��`' ►= 2 H N89'43'59"E 18 DRAIN 189.48 N_ _ _ _� •.(I`L \ -�� \ S88' .5'18 E 11 00 - - - ---- g - +-- - �y co Ni \ \ N S8 '45'18'E 8" SEWER 15 .97' J X w \ rn Jcq ~ MM WI Po Po n I rte) 1 M U h- IA yR W I 1 N I N I c0�1 In � \\ M / {1,r, U w w ZI aD ( I Er (xw Z J I w 1 w" z \'jl;� LLI V) ILo''*~ ci vwi , Vwi 18 aA8 I I uiw ? 00 1 N i o m in = ^� \ 26' 26' I°'i `" + + I `" I °^° C14 C14 + + BARROWBY STREET + N N N z- SEE SHEET 4 14 15 Q Z 16 + 17 Q N /n (o in f% 1- in N N II MARSDEN STREET (PRIVATE STREET) (STA. 10+00.00 TO 14+60.92) C(`A! C• 1" -. Kn' UnDI7AAITAI SEC -FICIN rc�� SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL TO VERIFY LOCATION EWER, THEN NOTIFY SCREPANCIES. F n N 362 l i J 360 � � - N W �z 358 0 H 356 354 352 350 548 ' o; 546 W N -I wN W 144 a °i z +_ 0� o 142aQ c; W (n M i40 ...INSTALL 34.32 LF OF 13818" RGJ-RCP 0 2.275 TIONS ENTERLINE IN TORM DRAIN ANHOLE ATCH BASIN JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST 1" = 5' VERTICAL ELEV ELEVATION R/W RIGHT OF WAY Cl 1� t» --T �go I� I c I o r o, a0 n I C> o co 0 CONSTRUCT STORM DRAIN NOTE: CONTRACTOR I O z z J s' ' I V)13 14 V) INSTALL 153.97 LF OF 6" SEWER ®1.005 INSTALL 111.45 LF OF AND ELEVATION OFENGINEER OF ANY DI M W 26' 26' I + BARROWBY STREET o ,_ 6" SEWER 0 2.377. SEE SHEET 3 Lo IIs ed V) w - o3Z O [=� X a0_ J 0 I 1' Z d io 0 O of 3t it 3 ~ V) r.WiZ >W V J • I'V _0 I/7 t0 V>. W �a � U W W J } U} W I ICi j j I a Z W 31: to w 8- j NLa. >Z Q00 co 3 V LQ Q l+ I J = W W 'ZZ QOWW <p- (p pp +J Z wUW 0W a 0 Q Zo J (y>W} U > j Li Z J W Jowo J V1 O0'Jw > ��zZ Of cb � C6 -C 'Z OZZ - (~nZ M 00 SID OZ M +-- aq a Iri V' � li +z ZZM ar 11 W a r Q '� ^ z O ARPROXIMATEO RNI HED GRO ND 'I � • N M 4s < Iri cn n � � q - ,Sg�Q C) y -IL 6 �m l (Wn N - - 0 �� I 1 1 0 0 -- -_ < p7 N CoQ rI VERT 6" SEWER 00 1 VERT 18 DRAIN INVER 18* DRAIN i I 0 • w 8" SE WER I VERT 6" SEWER o - `* N INVER 6" SE _ INVERT 18' DRAT ELEV. 346.00 INV. IN RT 8" SEWER = V d ao Z S ca o Z - n + n INSTALL 38.3 LF OF r 18" RGJl-RCF 0 0.207. `z" N '�`' [144.73 c~i) IN ALL 1 .82 LF OF d ' INSTALL189.4 LF OF 18" RG -RCP 0.205 I STALL F OF 1 " RGJ- CP 00.2 0 18" RGJ-R P ®0. 05 10+00 11+00 12+00 13+00 14+000 � Z-' 15+0 � a0o3 zozY) 0 = 0 002 to INSTALL 18" RGJ-RCP Z (^.Iw >; STORM DRAIN ®5.009 N j Z W W W z ` 3 z 1� o12zzz +--- D a Z rn 3 N 0M o q t `I W 0 ( Z W N (t1 z "C'T'WpO = J- CU C'4'4- N v "ZV5(OCpo *4m U.1 NMI o- dwl 358 �W cq Q W 358 356 Q 0 Qj U <C W (nz `� " o ' N Z 356 354 354 W 352 352 I� 350 ' � 0 tn 350LEGEND: cy- 348 <ABBREVIA ' 348 CL C INV I 346 INV5R 346 SD S 1 ' DRAINMH M CB C 344 344 JB SEC -FICIN rc�� SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL TO VERIFY LOCATION EWER, THEN NOTIFY SCREPANCIES. F n N 362 l i J 360 � � - N W �z 358 0 H 356 354 352 350 548 ' o; 546 W N -I wN W 144 a °i z +_ 0� o 142aQ c; W (n M i40 ...INSTALL 34.32 LF OF 13818" RGJ-RCP 0 2.275 TIONS ENTERLINE IN TORM DRAIN ANHOLE ATCH BASIN JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY 2 UNrT I INTERSECTION _ STA. 10+00.00 C.L. STILLBROOK DR= STA. 13+11.99 C.L. BARROWBY ST 3 U N 17 5 0 BARROWBY STREET ," o o o J o O J J J ~ Y SEE SHEET 3 N o N D � m o o^ M 26' 26' o Iri I � I _j II M o " "t �o 4e- 00 C-4 26' II 18' 18' 00 I Z Ir vi I'`'' -- Iri I, I 0 'n -; �j> W c5 `v�' cn cn W I V) I W O - `' I W I w z� w 5' ' co =oo 12 V) 11 10 9 N �� 8 o00 I aNWS -- -- �� 1 ++ 1 I I cn z l 1 Q h^ + cn Mri I `:' Iw I dd a i i i •-- I ��,I N a a 1 N --L - - I v) v) (~/) N u' I N cn c j c0i� I W l�/Y Z O c� N J T N _ " SEWER S 469.5V 15 0- 16+00 12+00 - �- 13 00I 41 +00 EXIST. E.P. - - a-G-n-- �.i'' un� S88.4518 E 18 DRAIN 148.00 04 --j I -� 0 0 0 o Of M N DD I od I ao I ad n i o I z ►= i I r7 1 M I M � Ico IWo Z o I 15 ( 16 Ww�1 z Go ��J_ 3: _j W 3 z a0Z 3" N Z JQ p �Z N I 17 i R ��wJ 1 �� I��io c' o i oo I oo I 18 o X cin I ow 19 ,Z o0 20 < cio cR I I UD I a W 0o I o;,� i Q oo 00 + O (p d 0 Z 00 cci r7 cy 0O Z 00 cli ao+o ( „� I o++ Ix Coco N N NV) 0 FO F<fQ V) N t~A (A O F iQ- U V) (n(n cn(n STILLBROOK DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 16+80.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL OAKLEY STREET oN ' mW V ( J J �o 0 8r I N 00 d ad (+D M FF-- � I(sil � 414 N88-4,5'1.8"W V) V) I � ----------LOT I I I f I I 11+Q0 -- - ' 1 Cl 1� t» --T �go I� I c I o r o, a0 n I C> o co 0 CONSTRUCT STORM DRAIN o 1of I O z z J s' ' I V)13 14 V) 4c 18' 18' 1 , o 26' 26' I + BARROWBY STREET o SEE SHEET 3 An• ed V) V) T N _ " SEWER S 469.5V 15 0- 16+00 12+00 - �- 13 00I 41 +00 EXIST. E.P. - - a-G-n-- �.i'' un� S88.4518 E 18 DRAIN 148.00 04 --j I -� 0 0 0 o Of M N DD I od I ao I ad n i o I z ►= i I r7 1 M I M � Ico IWo Z o I 15 ( 16 Ww�1 z Go ��J_ 3: _j W 3 z a0Z 3" N Z JQ p �Z N I 17 i R ��wJ 1 �� I��io c' o i oo I oo I 18 o X cin I ow 19 ,Z o0 20 < cio cR I I UD I a W 0o I o;,� i Q oo 00 + O (p d 0 Z 00 cci r7 cy 0O Z 00 cli ao+o ( „� I o++ Ix Coco N N NV) 0 FO F<fQ V) N t~A (A O F iQ- U V) (n(n cn(n STILLBROOK DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 16+80.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL OAKLEY STREET oN ' mW V ( J J �o 0 8r I N 00 d ad (+D M FF-- � I(sil � 414 W V) V) I � ----------LOT I I I f I � ® -- - ' 1 Cl 1� t» 3 �go PER C.O.B. STD. S-20. O Zo3(n 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. - OAKLEY STREET U N J 7 2 kA 36 � 414 W o� INSTALL 300.00 LF OF 8" SEWER 0 0.355 n INSTALL 169.50 LF OF 6" SEWER 0 1.005 ----------LOT INSTALL 148.00 LF OF 18" RGJ-RCP ®0.205 S CONSTRUCT SEWER PER CITY STANDARDS ® W Cl 1� t» CONSTRUCT SEWER CLEANOUT �go PER C.O.B. STD. S-20. O Zo3(n 2 360 358 356 354 352 350 348 346 344 342 � ao W TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION U TRACT BOUNDARY ----------LOT LINE S CONSTRUCT SEWER PER CITY STANDARDS ® W Cl TYPE "A" PER C.O.B. STD. S-7. CONSTRUCT SEWER CLEANOUT �go PER C.O.B. STD. S-20. O CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. O z z J m TYPE PER C.O.B. STD. S-12. _Q 4c i W ' ^' 'n io 00 = Jo 3 An• ed - z O W O c� cc '� _0 I/7 t0 V>. W �a � Q ICi j j 0 W ui>; W j co 3 V LQ QOWW wUW 0W a 0 Zo IU LULI 4Z Z ui>;> O0'Jw > ��zZ Of cb C6 -C OZZ - 00 SID OZ +-- aq a Iri � Iri � 11 W a r Q '� ^ z n. Er N M APP OXIMATE q ,Sg�Q C) 0 C TERLIN �m l (Wn N �� I 1 1 0 0 < p7 N CoQ 1 • I VERT 6" SEWER INVERT 18' DRAT IN RT 8" SEWER 11+00 362 360 358 6 354 352 350 348 346 344 7A 12+00 13+00 14+00 15+00 16+00 16+75 i r :' 1 1i - NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. D OIL7 PA. 2j. S at" z. AlAlm rn O H � Q �U o00 0 I W U M 00 w to o u N IY w Y Q m 6 Z 0 o W TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION U TRACT BOUNDARY ----------LOT LINE S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE Cl TYPE "A" PER C.O.B. STD. S-7. CONSTRUCT SEWER CLEANOUT �go PER C.O.B. STD. S-20. - - CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. CONSTRUCT CATCH BASIN "A" m TYPE PER C.O.B. STD. S-12. 362 360 358 6 354 352 350 348 346 344 7A 12+00 13+00 14+00 15+00 16+00 16+75 i r :' 1 1i - NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. D OIL7 PA. 2j. S at" z. AlAlm rn O H � Q �U o00 0 I W U M 00 w to o u N IY w Y Q m 6 Z 0 W W Lo 0) Us UL 0 / __7>�_l a x. o W U �' � m Cl �go .- Z m _Q 4c i W ' ^' CIO = ed z O W O c� cc '� �a � Lu co 3 V LQ a 0 Q' V) V) C6 -C 00 v � 11 W a r Q n. Er V) C) �m l �� I 1 1 0 0 < p7 N CoQ W W Lo 0) Us UL 0 / __7>�_l a x. W U �' � 0 �go .- Z m _Q 4c i ' ^' CIO = ed O W c_� cc '� �a Lu co 3 a 0 W W Lo 0) Us UL 0 / __7>�_l a x. U N I T 3 � J oa BARROWBY STREET o u o rr 9 SEE SHEET 3 6 7 00 0 000 8 9 0 C) w In z 1 O o 1-' ALLEY 1 (j�� -- -- 5, N y O N I N to I J 18' •1g' , 6 SEWER I W M z r.I ICr LID 0 z _j -4 z M o Iti U., w r v In Lu c I w vcn 1 v v w 3 z S I -j CL CATCH BASIN N0. 6 I t 1 0 5, z$$ I o I o = a$ t $ o o d� 1 z 0 STA. 9+82.00 C.L., 32.15LT. 26' 26' o o M a H ,�,� ^ f z P, � o NORMAL F.L.ELEV. 353.58 w ( + 60 v + + I + I + �+�, (� M, � + N $ 9, � ,� 15 DEPRESSED F.L. ELEV. 353.41 104 1 I ^ 0 �- I �' I "' '- I "' d'++ cr �i i I dd 1 i ad z ad x � END OF PIPE N, J 1a vwi u~i v~i a vwi r~n vi I rco v~i c~n a 3w �, I z z _1 dd STA. 9+81.58 C.L., 32.15LT.= z "' _ _ - �" v, cn In cam+ cn STA. 9+81.58 DRAIN 0O N "' S88'45'18"E 6' SEWER 150.00' N88'45'18"W 71.72' 11+Qo - - - _ - +oo 15+QQ j 588'45'18"E�- - +-•- __�.• _ _ i - - I SW4518 E 00 N g r0AkN d 346.75 X. 18 DRAIN EX. 18'r DRAI 1�__ ' 3 It INTERSECTION +_II -.6mmmmp--� ~'mmmm*-�'"�-�.+ STA. 10+00.00 C.L., LANESFIELD DR= 1*y J Li N 7-1 STA. 21+95.99 C.L., BARROWBY ST on ^`^d Z In 00 C14 C5 1N I N00 Owl 1123CD NiM ZO I z v I rA Ir , n 1 26' 2 ��M> In Lu * Luuoi im+ I c, z -' >w J - J Q `'' 16' N 18' Z 0 Ix J C7 w z Ir /n toW-I s Q v0 •Q d 10 I Q `� 4. w N � N� '( I a N i 32' 16' 32' i z -i a 6` SEWE 5' I x L+n + ,' m" $� 1 ; 1 4 I 49` 49' t X vo 15 BARROWBY STREET � <W o o z o 00 $ SEE SHEET 3 ra o W oZ MANDALAY PLACE 0 c� In al i N �►'�- SEE SHEET 8 F- ++ in u)cn UN J 7 z OFa- 0 cn cn LANESFIELD DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+20.23) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 362 360 358 356 354 352 350 348 346 344 342 INSTALL 71.72 LF OF IWZTAI I I9,n nn I C nC c" CClato m . nnos c" vr'wr•o - . __- CVn t11 U N I T 4 rr z F a BARROWBY STREET ^ rr x d rn MANDALAY PLACE N O CV M SEE SHEET 3 0 p ^ CONN c"I.r z M� z o. -M N v SEE SHEET 8 N�4 M .MW v~i $ 26' 26 I 1-1 J j q z `� �M> •-zl 49' 49' ( 0n z >W 0 CO I I 18' '18' Z D: O -i � J -I �. IAin z OWJ Ja CATCH BASIN N0. 4 z -I a t z �� o z vI?w ci vol 32' 16' 32' I w N00 a o � !/� 1 cin z �- 5 OC7 V 00 a0 to �wJW �w NN 16' 0"Mj-.Mj_ m Mt�W L 1 W OM F O I II Z C) STA. 9+82.00 G.L, 40.15LT. z ocy z �^ m 6_ja.OCL NN w MM v , J a ,h,.g $ I(F o NORMAL F.L.ELEV. 353.69 a ^ a c ^ oa ^a- ^ v+ o "" 1- ¢ '- ^00 DEPRESSED F.L. ELEV. 353.52 1 1" I � "� d I � ^i� 3 -,In + ++ W `7 4j .Q "M� � - Ni I Cl •a• Of n I _ +JN o �6 SNI N �.jV q�l z► -rQ- 0 <c -n. 0 z+ I I N L END OF PIPE g �� t N� .dN < ��z `-i co I 1 W Ing to 5 -)ilio z oz I II STA. 9+81.58 C.L., 40.15LT.= oda odd r 0 ra-°�w z 1�-z Ia-1�- � 0 ^ I z `- STA.9+81.58DRAIN -_ NNN Nv~ic�n ��NzowrnwON •Q+ ern In wv~i 60 (n 6$27 - -- -- - -- -- - 51441 W g3. I - - -- - I S88'451WE 0° C° 18" DRA%33.50' 589.36'14"E 18_ DRAIN -_ 202.52 le �I AIN EXIST. 18 DRAM 1 S8845'1$"E- - 1111+OQ o0 12+00�- - - �- - + 14+00- I - - _ N S-989-0708 E 6' SEWERS ^� 215.65' S88'4518 E 3 8' SEWER 154.00 E IST. 8" SEWER q INTERSECTION " SE R _ I I STA. 10+00.00 C.L., PARKERHILL DR= n STA. 16+23.99 C.L. BARROWBY ST n N n a O° n x �� !$�► ( cS cr I Q_ o I I M I ^ o c' o I I r� I o e>D N m 1 a �J o t n N o I I( F$ M 00 r- 0-' N N r") O -1{,.J t} t''i ( rn z N t Ww of O ww x -i w W O siW. W< lr N -j ( A LO UNIT I �cn �r- Jdm� � � � � � �o� �z � � Xvw 5' N o 4_ 4< 5 N w o� z 18' 18' I z Ni Nit I 10 cliI N++ I a o rM. n �( c� u~i 21 Ic M �,,.� Q O O 00 N) t2 J 4 f- ++ 26 co z + + I + I + I + •- •- ( z cS ci + I � w (I BARROWBY STREET a d N N N cn p$$ SEE SHEET 3 a cwn (n cn a w N�ni o a 0 N N V) N N V M O N N UN 1 7 zda � c -o v~i v~i PARKERHILL DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+73.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL W L�i O W F= 356 C! UJ p3 wtn N 3 :t O z 'p Iri io io a0 u z <O to -1 J • W W WWW 350 354 348 > 346 INSTALL 215.65 LF OF 8" SEWER ® 1.00% INSTALL 154.00 LF OF 8" � � z cbn co ko $w8p3zw : ao O M In Cj N tD 0000 JLq 75 LLJ Z ZZ Q 0 O =OW W U. CC JB 358 ® z SMH SEWER MANHOLE fl - - O l� w- SDMH STORM DRAIN MANHOLE - - 0: EXIST EXISTING 0 ELEV ELEVATION ® CONSTRUCT STORM DRAIN N RIGHT OF WAY � MANHOLE TYPE "A" PER C.O.B. STD. S-7. � 3 W d• � '� 3 Q � W V LJLz APPROX OATE 0 In O� w d CL,, J 0' -FINISHED NISHED ROUND 1 Q-- .0111 S� m� O o U � Ir Q w Q ANDAL Y a� V) O P,LACE-INVERT (( Elm o� fN M l It URAIN Rhummmmm t T VER18 D RAIN m INSTAL 187 RGJ 78.07 CP LF OF I I I , INVERT 6" EWER7 p O EXIST. Q 6 O M N INSTALL 346.5 LF OF 18" R J -RCP 0 0.20 O O z r 1 3 C NECT T EXISTIN STORM DRAIN a Ir; °,° o Z S A:13+97. C.L., .00RT. " o f J W 10+00 J cj 11+00 12+00 13+00 14+00 S ? 14+ _ � > W In N W c3 NOTE: CONTRACTOR TO VERIFY LOCATION c� + z CL FCi z '1 t AND ELEVATION OF STORM DRAIN, NOTIFIED z '-4' N' z 000 �� ENGINEER OF ANY DISCREPANCIES. N a o w c~ir Ilry v~i ►%i d �; � p CVn t11 U N I T 4 rr z F a BARROWBY STREET ^ rr x d rn MANDALAY PLACE N O CV M SEE SHEET 3 0 p ^ CONN c"I.r z M� z o. -M N v SEE SHEET 8 N�4 M .MW v~i $ 26' 26 I 1-1 J j q z `� �M> •-zl 49' 49' ( 0n z >W 0 CO I I 18' '18' Z D: O -i � J -I �. IAin z OWJ Ja CATCH BASIN N0. 4 z -I a t z �� o z vI?w ci vol 32' 16' 32' I w N00 a o � !/� 1 cin z �- 5 OC7 V 00 a0 to �wJW �w NN 16' 0"Mj-.Mj_ m Mt�W L 1 W OM F O I II Z C) STA. 9+82.00 G.L, 40.15LT. z ocy z �^ m 6_ja.OCL NN w MM v , J a ,h,.g $ I(F o NORMAL F.L.ELEV. 353.69 a ^ a c ^ oa ^a- ^ v+ o "" 1- ¢ '- ^00 DEPRESSED F.L. ELEV. 353.52 1 1" I � "� d I � ^i� 3 -,In + ++ W `7 4j .Q "M� � - Ni I Cl •a• Of n I _ +JN o �6 SNI N �.jV q�l z► -rQ- 0 <c -n. 0 z+ I I N L END OF PIPE g �� t N� .dN < ��z `-i co I 1 W Ing to 5 -)ilio z oz I II STA. 9+81.58 C.L., 40.15LT.= oda odd r 0 ra-°�w z 1�-z Ia-1�- � 0 ^ I z `- STA.9+81.58DRAIN -_ NNN Nv~ic�n ��NzowrnwON •Q+ ern In wv~i 60 (n 6$27 - -- -- - -- -- - 51441 W g3. I - - -- - I S88'451WE 0° C° 18" DRA%33.50' 589.36'14"E 18_ DRAIN -_ 202.52 le �I AIN EXIST. 18 DRAM 1 S8845'1$"E- - 1111+OQ o0 12+00�- - - �- - + 14+00- I - - _ N S-989-0708 E 6' SEWERS ^� 215.65' S88'4518 E 3 8' SEWER 154.00 E IST. 8" SEWER q INTERSECTION " SE R _ I I STA. 10+00.00 C.L., PARKERHILL DR= n STA. 16+23.99 C.L. BARROWBY ST n N n a O° n x �� !$�► ( cS cr I Q_ o I I M I ^ o c' o I I r� I o e>D N m 1 a �J o t n N o I I( F$ M 00 r- 0-' N N r") O -1{,.J t} t''i ( rn z N t Ww of O ww x -i w W O siW. W< lr N -j ( A LO UNIT I �cn �r- Jdm� � � � � � �o� �z � � Xvw 5' N o 4_ 4< 5 N w o� z 18' 18' I z Ni Nit I 10 cliI N++ I a o rM. n �( c� u~i 21 Ic M �,,.� Q O O 00 N) t2 J 4 f- ++ 26 co z + + I + I + I + •- •- ( z cS ci + I � w (I BARROWBY STREET a d N N N cn p$$ SEE SHEET 3 a cwn (n cn a w N�ni o a 0 N N V) N N V M O N N UN 1 7 zda � c -o v~i v~i PARKERHILL DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+73.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 00.347o W L�i O W �Q*t'j 356 360 354- 54 j w0W 352 j8 R a 356 350 354 348 352 346 INSTALL 215.65 LF OF 8" SEWER ® 1.00% INSTALL 154.00 LF OF 8" � � H cbn co ko $w8p3zw : ao O M In Cj N tD 0000 JLq 75 z J Z3 W-1W III SS =OW W U. CC JB 358 ® z 00.347o W L�i O W 362 356 360 354- 54 j w0W 352 j8 R a 356 350 354 348 352 346 350 344 348 342 18" DRAIN -S-CONSTRUCT 346 340 344 338 342 MH 75 00.347o 11+00 IU+UU INSTALL 65.62 LF OF 18" RGJ-RCP ® 0.159 W L�i O W 7 a49 .1 M O N C4 a N 00o > Z -j O 0 w j w0W laf NOW 11+00 IU+UU INSTALL 65.62 LF OF 18" RGJ-RCP ® 0.159 o 7 a49 .1 M .G TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION a r' TRACT BOUNDARY ABBREVIATIONS ----------LOT LINE CL CENTERLINE INV INVERT -S-CONSTRUCT SEWER PER CITY STANDARDS SD STORM DRAIN ® CONSTRUCT SEWER MANHOLE MH MANHOLE TYPE "A" PER C.O.B. STD. S-7. CB CATCH BASIN eL CC JB JUNCTION BOX ® CONSTRUCT SEWER CLEANOUT SMH SEWER MANHOLE PER C.O.B. STD. S-20. SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE - - CONSTRUCT STORM DRAIN PER CITY STANDARDS EXIST EXISTING ELEV ELEVATION ® CONSTRUCT STORM DRAIN R/W RIGHT OF WAY OV MANHOLE TYPE "A" PER C.O.B. STD. S-7. � 3 CONSTRUCT CATCH BASIN "A" oil � TYPE PER C.O.B. STD. S-12. � W V LJLz cit w V J m� O o U � Ir Q w Q a� V) O Elm o� fN M l Rhummmmm m cr� I I I , 1 11+00 IU+UU INSTALL 65.62 LF OF 18" RGJ-RCP ® 0.159 SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN 12+00 0 �w Z 13+00 00 C0 200 J U » > �O W W W ci z_ z_ z_ N,f) NOTES : 1) ,ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 14+00 t- W 10 U w z 0 8 358 i 356 354 352 350 348 346 344 342 340 a -- 338 0 201)15+00 15+50 U > Q0 W I" Z y)� N M else -r3 Q-2 --17 -1L 7-1 _ u i 0mf'f;^r5m mm AIRif%&I O O M F-- O a � d� J Q w U 00 o� w to ca �. N jr w Y Q m o 7 a49 .1 M .G TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION a r' TRACT BOUNDARY ABBREVIATIONS ----------LOT LINE CL CENTERLINE INV INVERT -S-CONSTRUCT SEWER PER CITY STANDARDS SD STORM DRAIN ® CONSTRUCT SEWER MANHOLE MH MANHOLE TYPE "A" PER C.O.B. STD. S-7. CB CATCH BASIN eL CC JB JUNCTION BOX ® CONSTRUCT SEWER CLEANOUT SMH SEWER MANHOLE PER C.O.B. STD. S-20. SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE - - CONSTRUCT STORM DRAIN PER CITY STANDARDS EXIST EXISTING ELEV ELEVATION ® CONSTRUCT STORM DRAIN R/W RIGHT OF WAY OV MANHOLE TYPE "A" PER C.O.B. STD. S-7. � 3 CONSTRUCT CATCH BASIN "A" � TYPE PER C.O.B. STD. S-12. SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN 12+00 0 �w Z 13+00 00 C0 200 J U » > �O W W W ci z_ z_ z_ N,f) NOTES : 1) ,ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 14+00 t- W 10 U w z 0 8 358 i 356 354 352 350 348 346 344 342 340 a -- 338 0 201)15+00 15+50 U > Q0 W I" Z y)� N M else -r3 Q-2 --17 -1L 7-1 _ u i 0mf'f;^r5m mm AIRif%&I O O M F-- O a � d� J Q w U 00 o� w to ca �. N jr w Y Q m m o 0 .G a r' m o 0 a cr. "�.J H CC. F C4-4 LU �e W " P -y eL CC a CL z� .��w 0 OV CC � 3 � � � � W V LJLz cit w V J m� O o U � Ir Q w Q a� V) O o� fN M l cr� I I I 1 1 p O 6 O M N O O W = w CO uj a cr. "�.J CC. F C4-4 LU �e " P -y eL CC a CL .��w CC � 3 � � D � W LJLz cit J W = w CO U N I T 5 z a 5 BARROWBY STREET N n SEE SHEET 3 z M -� -� u J 26' 26' I I 26 M Z N M 25 ° 24 23 o� 22 21 18' 18' OLo z W -� I 3 I J C1 o- Z a - -- -- 5' I¢ CJ al N I v I v I O z W I �3`' I u3' ui N � z 3 rn U I N o I Z-3 o: v' ;c Luv I v' I N Wrna I cn3:p I iy I Z rn rn rNy co co mto O U o d rn �ci 'n p f ,`� a w O �ti r ++ O+ + I + I t + I Z 4 _� M I I ~ nn I O I n 00 m <t -++ - o {V-1 v' I ao 1 I I N o N N 3 wow 1 J Z '.'- MANHOLE CB CATCH BASIN VI O Q i !n O v) < Q to 41 N N I F- O] N I Q V t-- I Q Z I Z 4 Q eC O F- F- U tnN •- v`}i a I sC fL INTERSECTION/B.C. EXISTING ELEV ELEVATION J cn ( , W cn MANHOLE TYPE "A" PER C.O.B. STD. S-7. (n V) // TYPE PER C.O.B. STD. S-12. _ _ _ _ N N a 354 w 114 - STA. 10+00.00-H., LINCOLNSHIRE DR -- STA. 10+00.00 C.L, BARROWBY ST- 1 QI o I ao I of o I o 8'17' " � p I 350 s 1---�+0�---S---�I- 18" DRAIN 25 .16' 13+00 °° N S89"19'48_"EDRAIN EXIST. 18" DRAIN-DI4+W-- — - - - =17 58636 - --f — - -{-- - - + - - - + - --- I - - -EXIST. 8" SEWER ��i.J1� 272.87' S8919�48'E 8" SEWER 195.67'S15$ 0co � M I PRIVATE J z -4C) I 0 I z � I 1 1 u o t o I 0 i ci o U f N M co N N I '� I a0 O O Q <p U N I goo .-M� o w N of Url Go N t co I co I zrn oco PARK z Wz�W l � 00 I �3�1 w �il 1DfDf tw�,I �Jm z+ U O W I In 1 W Z -uj 3 3 W to CU tJ O tl) N 0. r} to co w W r = I V) 1 ci N (n I v� 1 cn x I c U �-/ =rnrn O]Ni-'O o-� `� 0 8 1 9 N tb'cOd n 10 I r 11 ' 12 r o��l x� 7 z� n n a l a �n U_ W + n ao N Z O) t+') rri D_ N W In Q oo =+ w w o + z �r nn t} o�� O ih o + N �¢ rr p I 1 W ��+ 0o a o z + ++ + + 1 + ` U Oxo_ z ►a- d o: to �' z �Z� w to Z d d o rQ- ra N N� N W HH M H H U (ntn to N to N to to T_R_AC T 6223 UNIT 7 Q8 10 M� 1-= O ZW in 00,6 358 356 354 352 350 348 346 344 342 340 338 LINCOLNSHIRE DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 15+37.82) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 272.87 LF OF 8" SEWER ® 0.357. K'1 R INSTALL 195.67 LF OF 8" SEWER ® 0.357 F-= I ^TW 1f) 0o 00 -) to J J 3 IEMMA1111111m�mmmmm MEN _0110 CENTERLINE �w J i O Z INVERT � 3 wow 1 J Z J> U 4JJ MANHOLE CB CATCH BASIN VI to ,0 Z -� a > o z N Z1.1mmmm SEWER MANHOLE J N + R r.70 ME , , 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 CONSTRUCT STORM DRAIN M MANHOLE TYPE "A" PER C.O.B. STD. S-7. M W W Z Z CONSTRUCT CATCH BASIN "A" // TYPE PER C.O.B. STD. S-12. -1. It a 354 w N 1 QI o I ao I of o I o v � p I 350 00 co C) =17 cn I ��i.J1� �i31 0co � U I Er Li� w� fQ 3 W U Z O N SU AP BOTTOM ELEV. 340.00 i bi W to J t W V) V v' w I RAIN 1 8' I i p I I I= I oo ao 299 I i > Co o o Lo 18, 0 � n 336 a M++ o o Z .Icml�=mm � to I 26' 26' 1 LO C 334 I + m -- -1• 110 W to � f + BARROWBY mo- EWE 5 MIN 3 •- •- �' 2 1 + `� U qp Z< a ALLEY SEE SHEET 4 N o N Icm N v cn to cn o� U N 1 T 3 sm Ofcn O O F � M R r.70 ME , , 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 11+00 12+00 W W 13+00 Z�WW C3 + NN f- Ea- yrv M 1 O TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION c0o0 TRACT BOUNDARY ----------LOT LINE S CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN M MANHOLE TYPE "A" PER C.O.B. STD. S-7. M W W Z Z CONSTRUCT CATCH BASIN "A" // TYPE PER C.O.B. STD. S-12. 354 352 i 350 I 348 346 ;T. 18' DRAIN 344 342 T. 8" SEWER 340 x � W r 338 14+00 a 4!W15+0015+25 nz W7 OBD O l. - U to M NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 22 q INTERSECTION STA. 10+00.00 C.L. MEDALLION DR STA. 25+07.99 C.L. BARROWBY S1 21 20 U N I T 1 Z a a; 0 n BARROWBY STREET o 0 0 cri o SEE SHEET 4 13 0 0 12 11 � 10 R EN N o¢ 9 � z1 I • 2s o � of to I o °°'iI �Z I �Q 1$' I 18' I i� cj W W 1 w r_j I Z USW I cJio 1 w vo z v (n �p U J O O 5' I I-* aoao ,riM ' N o p ' h a $J4 1 W �n 1 0 ��F o �A m U N O ( U MJWI Q ++ cn I W .a. I i 0: � � + in I N m N I to n z k' W I ( va~iw d i � I <L c� Nzoi z �� I c) cncn cco S88'45'18"E 92.25' r I DRAT 8 �- O fA - •I - - - cnw I. w vnnn z " " S88 45'18"E 106.19 S88'45'18 E 8 SEWER 150.00 SEWER 14+ 4 S88'45'18"E 11+00 S s - s—EXIST. 8" SEWER -I - F --F- - 12+00 - - - 13+ 0 - + - -- - -1515 00 Hue MEDALLION DRIVE (PRIVATE STREET) -� (STA. 10+00.00 TO 14+03.13) SCALE: 1" = 50' HORIZONTAL " 1" = 5' VERTICAL /< 1 I � � I t i :INSTALL CONTECR"CDS4045 STO M t I i i ';INTERCEPTOR OR APPROVED EQU L 1 I rI STA. 33+56.03, C.L. I o I I ; ;INV. ELEV. 343.54 42� N -E INSTALL 150.00 LF OF 6" SEWER ® 1.00% INSTALL 106.19 LF OF TM o INV. ELEV. 344.74 24 W 8 SEWER ® 1.037 I 1 oW�, atz.3 I 1 ui O 362 z _jr 362 I I ( w z J� i 1 I 360 IN :.->- g W z v J o 0 360 I I I ±a oz CR C4 I I I ( a� + v N z ~� T + - w 358 M �. APP OXIMATE ^ r Z < 358 FINISHED GROU D �' �) N 356 356 uj I I I 0 1 _j 354 – 354 Z O J M N I ( ¢ ; EEVAn of SEVER, THE�J NOTI z �M z '13 Y DI EPAN I S.Q ' (� �' Q 352 352 m o I (� :c ►r? i 350 _ _ 350 �o I I I n 1 Q co — INNER 6' SE R XIST. 18' DRAIN 1 u' + + — 348 w 348 II I z M (( z M t G oo INVE T 18' AIN " ,¢ 1 (I ,`"—,� 1 ' SEWER 346 > 4'IERT 6 EWER 346 8 (I I W II I I I 344 W W 344 o 342 342 EXISTING 42"EXISTING 42' z ~ RGJ-RCP STORM 12+00 13+00 "' "' 14+00 14+50 DRAIN 0 0.087 RGJ-RCP STORM DRAIN 0 1.337 INSTALL 92.26 LF OF CONNECT TO EXISTING STORM DRAIN 18" RGJ-RCP 0 0.157 STA:14+15.00 C.L, 19.17LT. 349.60 INV. ELEV. 18' E -W v yj W 1 O Z 00 �Q.' c0o0 aQ AJ*" ( N�U� UJ Il a. < VMzMd3' de�- G'" M � rj IO�6MM) =w (6MM V -jQMM ~ 358 '' �' M Z W W Ju• M W W Z Z �aonom- // a» x o °; '> -1. It a 354 w N 1 QI o I ao I of o I o v � p I 350 00 co C) =17 cn I ��i.J1� �i31 0co � U I Er Li� w� fQ 3 W U Z O N SU AP BOTTOM ELEV. 340.00 i bi W to J t W V) V v' w I RAIN 1 8' I i p I I I= I oo ao 299 I i > Co o o Lo 18, 0 � n 336 a M++ o o Z eC F- � to I 26' 26' 1 LO C 334 I + M -- -1• W to � f + BARROWBY STREET 5 4 3 •- •- �' 2 1 + `� U qp Z< a ALLEY SEE SHEET 4 N o N N v cn to cn o� U N 1 T 3 Hue MEDALLION DRIVE (PRIVATE STREET) -� (STA. 10+00.00 TO 14+03.13) SCALE: 1" = 50' HORIZONTAL " 1" = 5' VERTICAL /< 1 I � � I t i :INSTALL CONTECR"CDS4045 STO M t I i i ';INTERCEPTOR OR APPROVED EQU L 1 I rI STA. 33+56.03, C.L. I o I I ; ;INV. ELEV. 343.54 42� N -E INSTALL 150.00 LF OF 6" SEWER ® 1.00% INSTALL 106.19 LF OF TM o INV. ELEV. 344.74 24 W 8 SEWER ® 1.037 I 1 oW�, atz.3 I 1 ui O 362 z _jr 362 I I ( w z J� i 1 I 360 IN :.->- g W z v J o 0 360 I I I ±a oz CR C4 I I I ( a� + v N z ~� T + - w 358 M �. APP OXIMATE ^ r Z < 358 FINISHED GROU D �' �) N 356 356 uj I I I 0 1 _j 354 – 354 Z O J M N I ( ¢ ; EEVAn of SEVER, THE�J NOTI z �M z '13 Y DI EPAN I S.Q ' (� �' Q 352 352 m o I (� :c ►r? i 350 _ _ 350 �o I I I n 1 Q co — INNER 6' SE R XIST. 18' DRAIN 1 u' + + — 348 w 348 II I z M (( z M t G oo INVE T 18' AIN " ,¢ 1 (I ,`"—,� 1 ' SEWER 346 > 4'IERT 6 EWER 346 8 (I I W II I I I 344 W W 344 o 342 342 EXISTING 42"EXISTING 42' z ~ RGJ-RCP STORM 12+00 13+00 "' "' 14+00 14+50 DRAIN 0 0.087 RGJ-RCP STORM DRAIN 0 1.337 INSTALL 92.26 LF OF CONNECT TO EXISTING STORM DRAIN 18" RGJ-RCP 0 0.157 STA:14+15.00 C.L, 19.17LT. 349.60 INV. ELEV. 18' E -W v yj W O O Z 00 �Q.' c0o0 aQ AJ*" ( N�U� UJ Il a. < VMzMd3' WNq 1UhnmO0� de�- G'" M � rj IO�6MM) =w (6MM V -jQMM ~ 358 '' �' M Z W W Ju• M W W Z Z J 356 ~ a» x o °; '> w Z 354 w 1 QI 352 -' LuI 1 350 C) 348 5W � U 346 Li� w� 44 344- 342 342 SU AP BOTTOM ELEV. 340.00 i 340 INVERT t 42" C RAIN J 338 ao > 0 O 336 : �0- 334 W SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Pk. 2sS n�4y RECORD DRAMN 1.- 7/ I O O OD z C) C) 5W V Li� w� J ao > 0 O �0- W V) o o� sm Ofcn O O F � M N o 0 1.- 7/ I t� UNIT �JN1T u �0 4 O co N st O O O �"' O J I -- N Z tp O CD ciO O O JO Z v U 3 d 0 Cl o O O 6 PARKERHILL DRIVERI_za o N 6 V 4 � coa � f SEE SHEET 6 '�No 0° a N w r^ w ''' z w iJ 9 V N w w STORM DRAIN MANHOLE NO. 6 t r� Q o a+ Q Q 1 0 ' 11 0 0 0 12 13 LnV)14 N STA. 10+ o �' O+ p 0 � O z o 05,00 C,L,, 64,5Q.T, I "' 1 C Z �MQ 'opo �, � Q�� I e r N + NN + IOU) z I- � I J__ 79P MANHOLE No. 8" 181 8 8 8 N I Q STA. 9+98.00 C.L., 16.00LT.= �, J N �"""""�•.,26' 26' STA. 9+98.00 SEWER 5 °o I t INTERSECTION 7448'17'E 6 .60' I � � •� � - - - - STA. 10+00.00 C.L , MANDALAY PL= 18 DRAIN $ S01'14'4_ 2*W - - 8" SEWER S ��� I N I SSR MANHOLE NO. 6 STA. 13+35.00 C.L., PARKERHILL DR I iC STA 1`J+71—.00C.-C. --- - _ _X00 _ '------.._._s S01I4'42"W 289.so 77.00 SEWER ___12 00 tO - io13+00 0 S i (� - --I - - ----t-0 15 0 I I �J 1 cv cr cv I 1 O i h i o $ I o ° Z 0 INTERSECTION ao o , a I Q I 0AYPL=I 2' o oTA 13+35.0 C.L.C.L, LANESAELD DR W a - N 26' - ? U (3 I w .� N 18 �, I N 19 � X17 I w 10 3 PARKERHILL DRIVE o w 1 6 1 O m o W •- to I w I cp 2 0 `� °' M 15 SEE SHEET 6 o n+ 2 1 w I li o I v d o ,� <r z ~ DCD RIVE SEE W to F� Vs (• d V) V] c j Q MANDALAY (PRIVATE STREET) (STA. 10+00.00 TO 15+72.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 36 36 351 35E 354 352 350 348 346 344 342 INSTALL 7.42 LF OF - 18. RGJ-RCP 0 0.157. cc 0 z .. "" 15+00 ''`*z 16+00 3 ftA�DRI� �o r' � U N J T LON L �MAIRSD84 ErEa ++ cn SEE SHE 04 CO ' N D N NN O� pow � N N 0� r�N mill I I 10 '' EXIST.] TRA CT' 9 622 UNI' 3 8 ' 7 NOTE: SEWER LATERALS TO BE ABANDONDED IN PLACE SHALL BE CUT & CAPPEDO A K L E Y AS CLOSE TO THE WYE AS POSSIBLE. STREET (PRIVATE STREET) (STA. 25+36.18 TO 30+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL n '`oi-0 m J `••OO• o rny '00M�t�`fl2 ��r^�,- IN Z p +Z +� o ^� Ov tV f O 362 �Gp ac "' ,� w p O ►� ,� OZNti O to p ; w cn" wwo�4 _ •a Da a � ^a -- 362 o t0 ? itY U w U W W U "--LOT UNE 5' o INSTALL 34.32 LF OF INSTALL 189.16 LF OF 18" RGJ-RCP Am 1 g 18" RGJ-RCP 2.27% ,v, d r-4?' 'm 14 0 N SECTfON DESI2aTI[x&_ SECTION SEM L----- A SHEET WHERE SECTION IS SHOWN 2 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.0.8. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS ., UNLESS nTWOURec Ll. -r. oat, RECORD N> } m J `••OO• o n M �3 Z �v +Z +� o ^� Ov tV N 362 �Gp ac "' ,� w p O ►� ,� OZNti O to p ; w cn" 360 _ •a Da a � ^a -- 362 o t0 ? itY U w U W W U "--LOT UNE 358 cn N 360 SEWER PER CITY STANDARDS n. Z +— + zz Q +Z 356Jcn a -- 0 358 m TYPE PER C.O.B. STD. S-7. I 350 ' � SMH SCO 354 _ — — — — `�S3 U 356 SDMH _ _ bc 30 352 EXIST ELEV EXISTINGCAIN ELEVATION - - ---____p_________ _ — 354 350 30 R/W RIGHT OF WAY 0 352 EXIS NG 1 - C.L. 64 T. 50L LEV. 35312 348-__ _ 350 346 CONSTRUCT CATCH BASIN 1 VERT 18" DRAIN INVERT 8' DRAT 348 344 EXI TYPE "A" PER C.O.B. S SCALE 1 "=50' HORIZ. $ 346 342 0 STIN $" SE R ® 35� 344 27+00 28+00 29+00 30+00 342 ,v, d r-4?' 'm 14 0 N SECTfON DESI2aTI[x&_ SECTION SEM L----- A SHEET WHERE SECTION IS SHOWN 2 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.0.8. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS ., UNLESS nTWOURec Ll. -r. oat, RECORD N> } m J `••OO• o n M CJ • ^ a Oqmw +Z +� o ^� Ov tV N Q TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION h— 1Q --fid' Z fa.•� 3 V)I� W �M S Vp U IQ `��W InMzo p ; w cn" TRACT BOUNDARY S T o CL INV CENTERLINE - - __ "--LOT UNE 3&54SO 354 INVERT STORM DRAIN ____S—CONSTRUCT SEWER PER CITY STANDARDS r- w 0 MH CB MANHOLE CATCH BASIN CONSTRUCT SEWER MANHOLE 'A 352 JB JUNCTION BOX m TYPE PER C.O.B. STD. S-7. I 350 ' � SMH SCO SEWER MANHOLE SEWER CLEANOUT ® CONSTRUCT SEWER CLEANOUT U � SDMH STORM MANHOLE PER C-O.B. STD. S-20. 30 EXIST ELEV EXISTINGCAIN ELEVATION - - ---____p_________ CONSTRUCT STORM DRAIN PERCITY ST ANDARDS INVERT 18" D AIN C TCH BAS N N0. 2 30 R/W RIGHT OF WAY 0 CONSTRUCT STORM DRAIN STA. 1 +12.0 346 NOR AL F.L. C.L. 64 T. 50L LEV. 35312 MANHOLE TYPE "A° PER C.O.B. STD. S-7. CONSTRUCT CATCH BASIN P TYPE "A" PER C.O.B. S SCALE 1 "=50' HORIZ. $ 0 1„ =5 VERT. -----_— ,v, d r-4?' 'm 14 0 N SECTfON DESI2aTI[x&_ SECTION SEM L----- A SHEET WHERE SECTION IS SHOWN 2 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.0.8. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS ., UNLESS nTWOURec Ll. -r. oat, RECORD N> } o n M ' cn tV N Q Go O 0 z 0 Q i o W U M 3 j ca r- w 0 cfl V) N W i m °D m U &061 P f=' 0 UNIT 5 6 PARKERHILL DM SEE SHEET 6 1I STORM DRAIN MANHOLE N0. 6 STA. 10+05.00 C.L. 64.50LT. A SEWER MANHOLE NO. 8 8 ' STA. 9+98.00 C.L., 16.00LT.= �• STA. 9+9800 SEWER 5 I INTERSECTION CA. 10+00.00 C.L. MANDALAY PL= -f fA. 13+35.00 C.L. PARKERHILL DRI� U N I T �n I (' CV oma.. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 0 0o S01'14'42"W 0 6 N 1� p U N 1 7 Z tD C14'd. (I O N Z "J 1 N I r I ^ 1 I Nmp m N d `- r 8� N �0� CV w Boa+arm .�i i r� Q��owo+c+o C o W oo I�NwNOQ� N 12 I z SEE SHEET 6 ' ��I o +ca 6 1 L?(f)a N �voi N V) I ¢ I o V) 18'' 8' V) I I CONSTRUCT STORM DRAIN U N I T 4 I (' CV TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 0 0o S01'14'42"W 0 6 o U N 1 7 Z a -- -- 2' I 1 M 0 I CONSTRUCT SEWER PER CITY STANDARDS N i �` I o ^ 1 N I r I ^ 1 I z 3 •tom W f-'16`t Z I !o d 26' 6' a on PARKERHILL DRIVE m M 3 w LANESFlELD DRIVE w En N N 10 11 N W oo �� N 12 13 N 14 N SEE SHEET 6 ' 8 o +ca 6 o N �voi N LU V) o a o V) 18'' 8' V) I I CONSTRUCT STORM DRAIN 13ui 00 00 I 06 I I Lo o uwi 26' 26' 17 16 + _ _ 15 to + N �-•- I ul)N + r� t i + 1 + '2 1 Lo I .Z moi: d I d-ci- � I a I d I a I I V) V) to V) N I SEWER MANHOLE NO. 6 18" DRAIN S S01'14'42'W 8" SEWER S 289.50' S -12 i ' � 4 "wW 0A 13�� I (' CV TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION � STA. 15+77.00 SEWER S01'14'42"W 8' SEWER 100 ; o • Z S -- -- 2' I 1 M 0 I CONSTRUCT SEWER PER CITY STANDARDS N i �` I o ^ 1 N I r I ^ 1 I z o)" w •tom W SEWER MANHOLE I !o d 26' 6' a on PARKERHILL DRIVE m M 3 a M(g1l20 6= N 1 w En N I N I N 19 18 N 1 cli SEE SHEET 6 0 + L� °O <c I ,¢ d l ►a-' vw) w v o +ca 6 0 1 N + N LU V) Q a EXIST V) V) N I CONSTRUCT STORM DRAIN MANDALAY PLACE (PRIVATE STREET) ■u� (STA. 10+00.00 TO 15+72.00) SCALE: 1' = 50' HORIZONTAL 1" = 5' VERTICAL ,3 1-1) tA 3 .1 INSTALL 289.50 LF OF 8" SEWER 0 0.35% " INSTALL 289.50 LF OF 8 SEWER 0 0.35% � J p3 Zw ^OZIn pl W(n O p = CV w 0000 tO E ODR OD wCp a0 Z JJ UW WW JU Ww ty Vw W� 362 360 358 356 354 352 350 348 346 344 342 "wW 0A 13�� I (' STA. 15+77.00 C.L., 16.00LT. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION � STA. 15+77.00 SEWER S01'14'42"W 8' SEWER 289.50' ; -q3>W • Z S 1 CONSTRUCT SEWER PER CITY STANDARDS 14 00 000N 15 0 I z o)" w •tom W SEWER MANHOLE ' z � <-- !o d � CO MSI+ -W CL C M� CB W INTERSECTION �00 JB Z p °O <c I STA. 15+72.00 C.L., MANDALAY PL= to ►a-' vw) w (/)M C4 V)te)ZO w i STA. 13+35.00 C.L., LANESFlELD DR 0 1 g ! 0 I 10 C' i I EXIST EXISTING ^ c�i I CONSTRUCT STORM DRAIN 13ui RIGHT OF WAY V MANHOLE TYPE "A' PER C.O.B. STD. S-7. � I V)I uwi + I 17 16 + _ _ 15 to LANES,ELD DRIVE co C) SEE SHEET 6 w= Lo .Z moi: F- V) N F V) T r MANDALAY PLACE (PRIVATE STREET) ■u� (STA. 10+00.00 TO 15+72.00) SCALE: 1' = 50' HORIZONTAL 1" = 5' VERTICAL ,3 1-1) tA 3 .1 INSTALL 289.50 LF OF 8" SEWER 0 0.35% " INSTALL 289.50 LF OF 8 SEWER 0 0.35% � J p3 Zw ^OZIn pl W(n O p = CV w 0000 tO E ODR OD wCp a0 Z JJ UW WW JU Ww ty Vw W� 362 360 358 356 354 352 350 348 346 344 342 10+00 11+00 12+00 INSTALL 7.42 LF OF� 18" RGJ-RCP ®0.159 18" RGJ-RCP 0 0.20% 13+00 w "wW 0A 13�� zco TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION +� W cliM 'n M =� ABBREVIATIONS "1 +G1� -q3>W J3 Z -)3 !(n Z CONSTRUCT SEWER PER CITY STANDARDS INV 000N 00 z ap 00 -4 aawW z o)" w •tom W SEWER MANHOLE a' !o d � CO MSI+ -W CL C M� CB p oZ c=3 oc-'; -C) •- �00 JB Z p .- poppo�� U isetOWZ oo�Zpo to ►a-' vw) w (/)M C4 V)te)ZO w 1a -d CntM SCO SEWER CLEANOUT nZZ SDMH STORM DRAIN MANHOLE - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS EXIST EXISTING ELEV ELEVATION ® CONSTRUCT STORM DRAIN R/W RIGHT OF WAY V MANHOLE TYPE "A' PER C.O.B. STD. S-7. CONSTRUCT CATCH BASIN V + _ _ w= V .Z moi: • , T �♦'Z`� C3 T r Q� Oat -17-16 c J od > 00 C; a ofrL we t aof -FINISHED GROUND ,MENOMINEE - 5 5g ®C NTERLINE �m ril�MEMNON c:> _c' G M N mam�mw Emmmmic d- O P. win MEE�EMEMENEEN 18" DR IN 18" R J -RCP ELEV. 48.40 IN't. ELEV. 348.86 18" GJ -RCP ' ELEV 348.65 -- INVERT 8" SEWS INVERT 8" SEWS 10+00 11+00 12+00 INSTALL 7.42 LF OF� 18" RGJ-RCP ®0.159 18" RGJ-RCP 0 0.20% 13+00 w 0A 13�� zco TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION +� W cliM 'n M I ABBREVIATIONS -q3>W J3 Z -)3 !(n Z CONSTRUCT SEWER PER CITY STANDARDS INV 000N 00 z ap 00 -4 ^ 00 z o)" w •tom W SEWER MANHOLE a' !o d � CO MSI+ -W CL C M� CB p oZ c=3 oc-'; -C) •- o JB "' Z;Q!o .- poppo�� U isetOWZ oo�Zpo to ►a-' vw) w (/)M C4 V)te)ZO w 1a -d CntM 354 III SCALE 1"=50' HORIZ. 1"=5' VERT. 14+00 15+00 362 360 356 354 352 350 348 346 344 342 16+00 N cc IA Q 0 8 A#ED tato V DRIVE o U N I T 9 w� SEE SHEET 7 )8 5 -' " Q 7' p V + chi, �`E SNEE 5 Uv / / W� -'e'.S� 3 zze I <M rncn n °p / Y N z a cipa••i c�aW 1 1 �y / Qc+o v�i�� 1ci ?Qa �ci NCI) gy 1 1 W 1 m N W Q of 1 ^ `q -j N n n 1 Nj d I1811 4m cy3 1 N wQQ 1 N mN ��� cm`1 �v r� m U0 �zc� I c=�v~i ZNi -. Oz ti I �N 'gyp P 3 + - co EXIST. 18 OR -- $ EXIST. �"•-!6S29712E 1 8' 1R S `WQ.------"f•" _ - Z _ 'I3�+0.�Sp1.�•t - •��"w 18* OR co 2 11 N y r"v�y" Z / �X � 0 190 � N�XS 50. 1� a. 10 o N 1 ►/ t � � Z 1� ''o 11 N 10 x , EXISTING Tf;bkcT I 1 o � � s �� �� 4 ' I 7 NOTE: SEWER LATERALS TO BE ABANDONDED OAKLEY S IN PLACE SHALL BE CUT & CAPPED AS CLOSE TO THE WYE AS POSSIBLE. (PRIVATE STREET) (STA. 25+36.18 TO 30+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 362- 360- 358- 356- 354- 352- 350- 348: 346- 344- 342 - INSTALL 34.32 LF OF h 18" RGJ-RCP 0 2.27% INSTALL 189.16 LF OF 18" RGJ-RCP 0 0.18X r H Z a'W pZtnt/) 27+00 28+00 29+00 0A 13�� cA'�• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: LU TRACT BOUNDARY ABBREVIATIONS ----------LOT LINE CL CENTERLINE g CONSTRUCT SEWER PER CITY STANDARDS INV INVERT co SO STORM DRAINCONSTRUCT ® SEWER MANHOLE MH MANHOLE TYPE "A" PER C.O.B. STD. S-7. CB CATCH BASIN JB JUNCTION BOX ® CONSTRUCT SEWER CLEANOUT SMH SEWER MANHOLE o PER C.O.B. STD. S-20. SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS EXIST EXISTING ELEV ELEVATION ® CONSTRUCT STORM DRAIN R/W RIGHT OF WAY V MANHOLE TYPE "A' PER C.O.B. STD. S-7. CONSTRUCT CATCH BASIN V TYPE "A" PER C.O.B. S w= V .Z moi: • , T �♦'Z`� C3 T r Q� Oat -17-16 c J od > 00 C; a ofrL we t aof ,MENOMINEE ME Iii �m �m ril�MEMNON c:> _c' G M N mam�mw Emmmmic d- O P. win MEE�EMEMENEEN 27+00 28+00 29+00 30+00 .362 .360 -358 -356 °354 -352 350 -348 -346 344 -342 SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOVIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.S. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. Z--� /,v -1 / l )v j -1 7-0 AASE 2 4-S orJ� RECORD WIN rn 0 F- rn < t{ O � 00d O i W V co W t0 tD v N af W Y QGO 6 Z mQo 0A 13�� cA'�• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: LU TRACT BOUNDARY ABBREVIATIONS ----------LOT LINE CL CENTERLINE g CONSTRUCT SEWER PER CITY STANDARDS INV INVERT co SO STORM DRAINCONSTRUCT ® SEWER MANHOLE MH MANHOLE TYPE "A" PER C.O.B. STD. S-7. CB CATCH BASIN JB JUNCTION BOX ® CONSTRUCT SEWER CLEANOUT SMH SEWER MANHOLE o PER C.O.B. STD. S-20. SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS EXIST EXISTING ELEV ELEVATION ® CONSTRUCT STORM DRAIN R/W RIGHT OF WAY V MANHOLE TYPE "A' PER C.O.B. STD. S-7. CONSTRUCT CATCH BASIN V TYPE "A" PER C.O.B. S w= V .Z moi: • , T �♦'Z`� C3 T r Q� Oat -17-16 30+00 .362 .360 -358 -356 °354 -352 350 -348 -346 344 -342 SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOVIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.S. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. Z--� /,v -1 / l )v j -1 7-0 AASE 2 4-S orJ� RECORD WIN rn 0 F- rn < t{ O � 00d O i W V co W t0 tD v N af W Y QGO 6 Z mQo W C.� LU ct5 co W zJ co o �o ad •- W O� V V w= V • , T �♦'Z`� C3 T r Q� c J od > 00 C; a ofrL we aof �m �m c:> _c' G M N M U d- O W 0) 0 l a - 7i4' l W C.� LU ct5 co zJ co o �o ad •- W Q V CL • , T �♦'Z`� C3 T r Q� c W 0) 0 l a - 7i4' l