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HomeMy WebLinkAbout1.2-6452 Ph 1- 3 Record Drawing1 PROPOSED PARK S17E 2� h ,S�g,, r"may a , 4 i` aj / '•� / p1 �� �� FF J\��/� OiQO O O `O 42 OR���tic / /� // A'O S rxo O �6 C �B giy�Gc ,oR�C \ S/ -U +, , 49 \110 5 / \ \ ply rggOq SF qN0 p y4� A'�2 C' 3 e• �FR �� R SVG ! /, / :•• /' .s k� / %�\ FFJ,J-In i i�� i� J8• p�y O� \ \ r�0 (QR p33 • 0 1 9� �•Z• `' ��. �,� '� y� O�\,slip, ' 11 8 S�`Z` / ' �`l-$ \ � 7 h ••• � ~j0 \� �\ \ + Gtr- t1 ^�'\ Oj `S'%,���,9� ` / � ,\6 ` \ / \�Ca13, �' !0 55 ICA K3 . SUMMARY OF IMPROVEMENTS WIW ABBREVIATIONS CL CENTERLINE RCP REINFORCED CONCRETE PIPE (PUBLIC AND PRIVATE) RUBBER GASKETED JOINT INV INVERT SD STORM DRAIN MH MANHOLE SEWER IMPROVEMENTS PHASE 1 PHASE 2 PHASE 3 TOTAL 6" SEWER LINE 545 LF 422 LF 696 LF 1663 LF 8" SEWER LINE 2336 LF 1953 LF 2884 LF 7173 LF 4" LATERALS 1918 LF 1322 LF 2555 LF 5805 LF STANDARD MANHOLE 11 EA 9 EA 13 EA 33 EA DROP MANHOLE 1 EA 1 EA 1 EA 3 EA CLEANOUT 3 EA 2 EA 2 EA 7 EA STORM DRAIN IMPROVEMENTS PHASE -1 PHASE 2 PHASE-;! TOTAL 18" STORM DRAIN LINE 637 LF 346 LF 843 LF 1827 LF 42" STORM DRAIN LINE 1160 LF 727 LF 433 LF 2320 LF 48" STORM DRAIN LINE - LF - LF 162 LF 162 LF 48" DIA. STORM DRAIN MANHOLES 7 EA - EA 3 EA 10 EA 60" DIA. STORM DRAIN MANHOLES - EA 3 EA 3 EA 6 EA 72" DIA. STORM DRAIN MANHOLES 2 EA - EA 2 EA 4 EA 84" DIA. STORM DRAIN MANHOLES - EA - EA 1 EA 1 EA CATCH BASINS 5 EA 3 EA 6 EA 14 EA SUMMARY OF IMPROVEMENTS U (PUBLIC ONLY) SEWER IMPROVEMENTS PUBLIC 8" SEWER LINE 2647 LF STANDARD MANHOLE 11 EA DROP MANHOLE 1 EA w STORM DRAIN IMPROVEMENTS PUBLIC 42" STORM DRAIN LINE 2320 LF 48" STORM DRAIN LINE 162 LF 60" DIA. STORM DRAIN MANHOLES 6 EA 72" DIA. STORM DRAIN MANHOLES 4 EA 84" DIA. STORM DRAIN MANHOLES 1 EA ,5 N p �oM� 110 INDEX OF SHEETS ,\.N 6 1 eM 0\'s \ \ o \° a 1 �•���ti� \ ° �/ SHEET TITLE C� 1 �r 9 oMN 6,9,L`6y1FF ` a�� �' \\ � CE°M,� •NNMS\NPc8�t`'° x. e„ Q61$ 59 N { SMN'��a��$ �1s6 25za��°' '���,.�� $\ c0i% q S�a � ,/ 1. TITLE LE SHEET \s2.NOTES & SP ECIFICA TIONS 014 "T 2 CO 3. GARDEN VIEW LANE �/ 4. TOPIARY DRIVE% � \ E 6aoMN 23,E Arg 66 6\.� �� '�,, GOh ° 5. MONARCH DRIVE �s �••. / PERENNIAL PLACE & 6. GOSSIMER DRIVE ���� SG°\\ CHAMOMILE WAYrokS 1\N 22 6� �, 1Q �o\\ l KEY MAP—A 7• GARDEN PARK DRIVE & CICADA DRIVE 5� c���, 6 SHEET No. & GIVERNY WAY 4- SCALE: , =200 � 8. SPANISH MOSS DRIVE 9. BOBOLI DRIVE &AURORA WAY 7 DETENTION �\ ,� 10. KATYDID DRIVE & ROSE ARBOR LANE � � � \ BASIN ,� 11. ESTUARY WAY, TRELLIS WAY & THICKET WAY 12. VILLAGE GREEN LANE, SOLSTICE WAY & PROPOSED LANDSCAPE LOT "J" / � PARK SrrE / F, r r R�\`ry 0,\ Q� s�9 h 28 ANS / ���p/kc'A i IvO ` c s 4`9 _ — — — — ���,/ .• kb �� h° T9`\4!, 8"S9A�O i 8 R0U7E �'$ /�' '�, bg op�% 51 \�\ p S�'F� Z©`'Q £ iQ "ZOO , ls7ING \\ Lo Vv / \ \,Ll3 6 - N O/ _0\ P S�. i �� F / , hL 6o�,/9G,Q \ v dm, �' til \a �s ,, �'' �$ � •. �$ `� �! \ .�� s� �y9 ° / bo N \ / �� L� \ \sus 1� \\ �i J�J o 05 % 2 �° `\ /ORDER OF CONSTRUCTION: 61 9 56 STAGE 1: \ E 6a 11%��PHASES 1 AND 2 INCLUDING THOSE �� 6\ \ \�� t '•• • �` \\�° 4 SEWER AND STORM DRAIN LINES ALONG 5 MIN. GARDEN VIEW LANE ON PHASE 3. REFER TO 7' MAX. Cc, 1° \ �� `� g6� �� TO RESPECTIVE SHEETS FOR SEWER AND / ti 9y�-9 6N, STAGE��'/� ��,� STORM DRAIN LINES TERMINATION. lb PHASE 3 l CONSTRUIT CTION NOTES: . / STUB AND PLUG SEWER LINE WITH PHASES \ \ llo , 0 1 AND 2 CONSTRUCTION. REMOVE PLUG TION DETENTION \\ AN `, AND EXTEND SEWER LINE WITH CO BASIN �� 4 T' / OF PHASE 3. / PLUG STORM DRAIN LINE WITH PHASES 1 AND 2 CONSTRUCTION. REMOVE PLUG AND \ / INSTALL STORM DRAIN MANHOLE OR CATCH BASIN WITH CONSTRUCTION OF PHASE 3. ALL SEWER LATERALS ALONG GARDEN VIEW LANE ARE TO BE INSTALLED WITH PHASES 1 AND 2. / PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. CONSTRUCTION PHASE AND — — PUBLIC SEWER LINE EASEMENT LOCATION MAP .. �. PUBLIC STORM DRAIN LINE ' SCALE: 1"-200' ------ FURTURE PHASE 3 SEWER AND STORM DRAIN LINES CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER & STORM DRAIN PLANS LEGEND: WIW ABBREVIATIONS CL CENTERLINE RCP REINFORCED CONCRETE PIPE RGJ RUBBER GASKETED JOINT 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 RAW RIGHT OF WAY T M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION g CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE "A" W TYPE PER C.O.B. STD. SW -4- 0 CONSTRUCT SEWER CLEANOUT ED PER C.O.B. STD. SW -6. p CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE "A"-48" co W TYPE PER C.O.B. STD. SW -4, j UNLESS NOTED OTHERWISE .�.. CONSTRUCT CATCH BASIN "A" TYPE PER C.O.B. STD. D-14. } CONSTRUCTION NOTE MULTIPLE UTILITY TRENCH 3.25' 4' R I TYP. Y Y Im3: CL SEWER MAIN 5' TYP. 60" p TYP. 19;I 1% M N ON DEEP SEWER, SLOPE LATERALS SET LATERAL PROVIDING, PROP TO LOT LINE SO THAT THE END OF CLEARANCE UNDER WATERLIN LATERAL IS WITHIN REQUIRED ` \ ~Y 1' UTILITY TRENCHES TOLERANCE. DETAIL TYPICAL SEWER LATERAL INSTALLATION FINISHED STREET GRADE T— TRACTS PHASES FOR NO. 6452 1 THRU 3 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 JBA CORRECTED DURING CONSTRUCTION. i- 27--aC_ APP ED BY: ROGER A. McINTOSH R.C.E. 33322 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. 21 APPROVED : RAUL M. ROJAS PUBLIC WORKS DIRECTO DATE R.C.E. 39880 EXP. 12-31-05 WATERLINE BY: ASSISTANT PUBLIC WORKS DIRECTOR BENCH MARK: U.S.G.S. Y-292, ELEVATION = 782.57 B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. R 4' * 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. 5' MIN. TO 7' MAX. �X►�* �� -x COIL .A REGO, DATE I WIW i o I LIQ I PALAD/NO DRI VE rr) M O 17 rn r 0" 7.29 S., R.29 E. W o z ao ! �'P ORIVF � 1 S Q T.29 S., R.29 E. Z PP� - P OJECT ------- �o� SITEQs Z Q J � J Q �- LLJ U W N�' W ED I a i W (0 AIN o .,. T� R.29 E. I E 2� r �yp� o �z .29 S. 7.29 S., R.29 E. O Y VICINITY MAP SCALE: N.T.S. 'i rn 1� o p` m � N O rr) M �y L0 o rn r 0" = Q � M N o z ao CL O\i U (1� � o o W z li U °C D Q J � J Q �- LLJ U W W 000 W ED ,i W (0 V) co W ou:(0 j cn O v) " J N c } 'm W m o Y � y Q 6 w m U } 1� p` m � N O �y Q d zj J � r } J I co W T� J � r CL O ,II a U °C D W 1�- W ED ,i LU co W j cn o J z(_.� c+0 / = I O �c w ai M Q = L M i >_ IL J 0 Of a i m 0 U w CL0 w w 0 w o� SAF � f..1 W I co W T� J � r CL O ,II a U °C D W 1�- W Q LU co W j W J m c+0 / = I Lu to ai M Q = L M i IL J 0 a i SAF � f..1 W co W T� � r O SAF � f..1 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 1-800-227-2600. 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 SPRINGLINE. 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 ia I AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY SPECIFICATIONS. LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7.0' DEEP AT. PROPERTY Nd CD EXCAVATIONSTO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. 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 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. THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS V OF= W 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 SW -4, SW -5 AND D-18 AND SECTIONS 70-1.02H AND 71-1.07 OF THE 5 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 c, CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT OF BAKERSFIELD STANDARD DRAWING SW -6. z UP TO THE QUARTER POINT OF THE PIPE. THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR V UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE o IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID I TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON < BY CONTRACTOR PRIOR TO TRENCHING. PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH KENT -SEAL, IN A GROOVED FOUNDATION. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALLBE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND 14. STORM DRAIN PIPE 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 STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER 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 GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BERESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE CONTRACT PLANS. REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, PERMITTED. EXCEPT AS NOTED ON PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE 0)SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD o M LOo 2. STANDARD DETAILS BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE SPECIFICATIONS AND THESE SPECIAL PROVISIONS. OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE THE FOLLOWING CITY OF BAKERSFIELD STANDARDS MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE N Q M 4 SHALL BE CONSIDERED PART OF THESE PLANS: USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE O z 00 SW -4, SW -5, SW -6, PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. U O -t Z D-11, D-12, D-13, D-18, ST -6, ST-22.zWHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL 3. VCP INSTALLATION MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. iW v 00 BEFORE SUCCEEDING LAYERS ARE PLACED. _ MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO 3:: p J CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. w co CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR O ti HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE AND THE CURRENT ASTM SPECIFICATIONS C-12. ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON N of m STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND w m JOINTS THE PIPE AND -FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING Q W WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION COMPACTION. AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED m RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING C-425. WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM REJECTED. A 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 -A BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM MATTER, OR OTHER UNSATISFACTORY MATERIALS. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. '�- PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS b� THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE= No" y LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT ro CD J J CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE REQUIRED) PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE 4. ABS PIPE INSTALLATION NEXT LAYER IS PLACED. TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, `Q OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. S MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE �032i 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 WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT w INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (907.) PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN o IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE OF THE FOLLOWING D2922 OR D1556. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. IF THE RELA11VE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. m SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, It, AND III EMBEDMENT COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE MATERIALS WILL BE CONSIDERED SUITABLE. LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 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 5, PVC PIPE INSTALLATION 9. SEWER PIPE INSTALLATION ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. i MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING 15. BORED/JACKED PIPE THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER AND BACKFILL. INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE IN LINE ON NEW PIPELINES; CUTFITTINGS ARE NOT PERMITTED. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH z APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE 0 JOINTS USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL j JOIN ACCORDANCE WITH THE MANUFACTURER'S RECOAND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BE RECOMMENDATIONS WHERE PVC PIPE U' CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED M THE CITY OF BAKERSFIELD. RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL Of INSTALLATION PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH REJECTED. LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, ii, AND III EMBEDMENT PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES MATERIALS WILL BE CONSIDERED SUITABLE. � THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF 6. TRENCH EXCAVATION ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE WI THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED PERMITTED. THE CASING PIPE SHALL BE JACKED NTH SUCH PRECISION THAT WILL INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE THE PLANS. Q THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF PIPE AND FITTINGS SHALL BE CLOSED. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE.PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN `® PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE APPROVAL. TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF INSTALLATIONS SHALL MEET CITY STANDARD S-39. THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL z CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR Q TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY "JEOPARDIZE THE SAFETY OF J WORK. ALL PIPE SHALL A CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR CL 7. BRACING AND SHORING SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH co THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO z ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND OR INCORRECTLY CUTTHE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A ♦ '� < . REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. :.. �•/ DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID �"" J CO UJ PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED"rt.. REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYINGAND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE.] THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER 16. MINOR STRUCTURES ? O TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" .� r� � F- Q CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL No. BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF W V BACKFILL AT ALL TIMES. PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL �� HOURS PRIOR TO ANY TESTING. PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS - �� z r SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD'��� TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, PLANS. ui OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE AjI-ilD �G W SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL W co CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A > REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE. WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET P14 M LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS M SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. PLUMB. W PROHIBITED ON THIS PROJECT. L�i.� � ♦- EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO 17. ADJUST SURVEY MONUMENT ENCASEMENTS \ 8. TRENCH BACKFILL AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION > _ C) COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR z TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. r 3 THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE (n rn THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. M PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A Lu ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD MINIMUM OF THREE DAYS. FES QLO 1D. SYSTEM TESTING SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE a ACCORDANCE WITH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR o THAN NINETY PERCENT (907.) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. RECOMMENDATIONS OF THE MANUFACTURER. PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO i _ a A MINIMUM OF ONE DAY. � � 0.5 1 BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. s TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. Exp*,vOf AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. 360% IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO �,� INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS (p'�.�j CIVIC. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.' CAS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT r S , 4` �x ui C� THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THEI ABOVE THE PIPE ZONE WILL BE ALLOWED. THE CITY. RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF, THE W r PERMIT. ntcup","D Dh Ei4, I U. 0 11 z >- � -, pt -:>_U - >_ � CURVE RADIUS -i �,j:!5--�> 0 UQ Z p Q 0 O p 00 m� - Q Z � Z J ;C - 2 O o J Z 2. �_ O'W o o S o Q � cj- m+ Z� 0� m 10--• Q a� o o Clo O? W� W r+ E �-p`NE � N f cn o CS f- _i a o w a -= d W oz co Z Q -L Cl � o ,f r< m N c a n Z G SNEEfi 12 N oto � o -,-o +t U Q C; �� � � r? CD zU, Jw �' SEE , o z ^Q�Q r! o � aX v Q (/��) o m Qzx J 2 0 = a �� 1 z. 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RT 42 DR A' �-; " ! I I - i INS uBliC) 1 i ; I ; ; P 692 -- - --- - --- ----------- I --,----- - _�_..-- - --_-Y------�---- - - -- - -- ------ --- -- - - . -_- " ; - --- - -fi -- --- ' y ; f i i ! _ " i fi 48" DRA►N i 3 { I i i i I I - --- _ , i 690 , 114 Lar - _-- - -- - --- - - -- _ - -- --- - +--_ uC) , Pus v I i- i ( I NOTE: 1 i .- i t= i �" `;` �J ' I CONTRACTOR TO VERIFY i _j i I i i I i I i 688 w_.-._ T Ely" 1 _-_._ _- _ -._ ; _-_.._--LOCATION--AND INVERT---_� ____ _,_--_-___. _ 0._�___--1 __ - _.__;._ -___ _-____ -___ { I iN�R" DRAIN"; ? : .a, r i__... --j --- --- _ __- 48 ELEV. OF EXISI1NG 1 i =�, i z 3 , i , DRAIN LINE BEF R I I i O E i i , i { Q � i i 686 ' _.. �.-___._.__ .__.._-__�.__--►__.-_CQNSTRUCT}.ON.____._T- i___- ¢ 1 i I I I _ -- __��-��-_-.�- a_____._--__ i I `p O w i I ? 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CB CATCH BASIN ELEV ELEVATION 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE JB JUNCTION BOX RW RIGHT OF WAY UNLESS OTHERWISE NOTED. C/G CURB &GUTTER PL PROPERTY LINE CONSTRUCTION NOTES: FL FLOWLINE DIA. DIAMETER g ��� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 1 STUB AND PLUG SEWER LINE WITH PHASES 818 1 AND 2 CONSTRUCTION. REMOVE PLUG AND EXTEND SEWER LINE WITH CONSTRUCTION S CONSTRUCT SEWER PER CITY STANDARDSOF PHASE 3. 2 PLUG STORM DRAIN LINE WITH PHASES 1 ® CONSTRUCT SEWER MANHOLE AND 2 CONSTRUCTION. REMOVE PLUG AND TYPE "A" PER C.O.B. STD. SW -4, INSTALL STORM DRAIN MANHOLE OR CATCH BASIN WITH CONSTRUCTION OF PHASE 3. © CONSTRUCT SEWER CLEANOUT O ALL SEWER LATERALS ALONG GARDEN VIEW LANE PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. ____D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. 0 CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: TYPE "A"-48" PER C.O.B. STD. SW -4, SECTION LEITER UNLESS NOTED OTHERWISE IL CONSTRUCT CATCH BASIN - - - - TYPE "A" PER C.O.B. STD. D-14. 2 SHEET INHERE SECTION IS SHOWN I 1 LAVER __.-�--- _ - -- _ --- a - -+ - 7 j j i i i I • ,-�-- �---- _ - - - i i I i . f INVERT 8, SEWE I I-_ I i I i __ _ i i I __ .1 i i i - - --- - Rfi UBIJC)RA 706 { { I I ' ( 1 _ - i i 's 1 i i I I i i __-,yam-_-{ I i i 1 i -. _..- ___.. .: _ _._-._. . - _ i ---- ------- -------- --_--'t""--_-.-____--'- -_- _ - - '-' ---' -----__.-. .--.---- ----- -------'I ____�-.-._.__ ----- ---, -'--'- -- - -`-- ' -- �-"�-------- - + r + ? - =- - - AIN -- --- ----- -- - --- ----- --------- 04 - II . �+....""� ,, .�"'� i I 1 H i ' I1-:1 I I _ tf1 - --- I , I , _ L t �- � _.�.,_.-.�- r � - . __-_ --�_-_ - „ a � � __-�-----__ __----_..- -+---- ---�-- ----;__-_- __+____ � z � -� . 702 M -'!� x I i I -f I i i i i i i I -- __ I INVERY 42" DRAIN 1 � 1t! i ` I � i g I I r N i {C Ln > L I , I B ) ! P U _ t i _ r a - I i R I i ( 1 QI t i t14VER UBL r T �* +-._..__-._.. } o ---- --------+..- -- ------r- ---- - -- - --- T N - W - ---- ---- -- - - - (p Ic) - i ' W W i ? i , I - 700 I i i i-- ' i 3 i i i L- i r� Z , 0' i i f i 4 I I r0 =; -! i ; 1 1 .. . {...-(n i W i 1 I i i O0; W ! i ! I , 0 O N i L i _ _+:•� �''� Q _ J i i i t c0 N' m I I ' i , Z . tet• co I J - z --- ---------- ----- --- --- Rfi 4�" pRAtN Tno �,, 01-- I ; xa ci i r i - -- - y - --- =Q ; 1698 U z I No i i I 1 i Um I - ` INS P BUC) O r Q ! ( �r i O I I �= Ni cNo ( j w CF i ( w ;I LL I 1 i zW •� v rn " za'�0 I __--_----' - i ---- --- --- -- -- -�-___________________, - 1- - `_ - - __ -- _ ----- --____ - - , rJ I - -- ----' _ --zav---,-----__�_______:-- --- _------- - - - - _ _ -__. ^ - - ,I - -1 ,•= dt , -t r _ {{- -� - � a ,--- ; 696 ! I i ; i I .- 1 � t i I ! I i I r ate. N ; i i ( I �� 0'S i I ; i : i I , I i m- I ; i p +>:: i I ! ; ' { i OJ +W i , i ! t i ! W QQ 1 ! i j ! I J' OJJ i I I J NJ i Za � Q i N ! i m< NW i , i , I ; I ; I I a f_ � r I T i i -� -mN Q i j - - i i i- - I oN d> i '- -. 694 I I I I i i ; i i p-1� w i ; i I ; w N z z I i "? i U)- U) ? INSTALL 119.04 LF OF' +`. i 192 _ i i � Q �-w i i i INSTALL 262.99 LF OF 42 NGJ-RCP 6 1.09% i I 42" RGJ-RCP 0 1.23% , -- --- r -- --- - - r -m w - ------------' - -- -- ! : g f j' I I ; o Z r<>: i ! I I j SEE SHEET 9 FOR CONTINUATION w ! i i N- m? INSTALL 252.98 LF OF 42" RGJ-RCP ® 1.03% t i ! i i I I.I I I ' - - -. _� - - -+- - - - -- - ----- -- -- -- - - - - - ------ ---- -- - - --- -�.- - - --------- ---�- - --- ---- _ L - --- - ---- i_- _------- 0 ; I I 20 21 22 23 24 i , ! 1 -- I i- 688 712 ,_ I -, ' W , i , 712 710--------- - _ -_ _-__- -- .._-__ 710 3 i ( ! 3 ! ¢f ; i i i ! i V) I ! I I I iJI '' Q' � I --- - - - - - - --- -- - - 4 i i I ( i i 3 I I , _r i686 71 z - }. ' I 0 : ' W _ :710 708 -- - ----- I- -_ W t - - 708 r i { I i 1 ! I i I i I i > i Imo; 'Iv a0 j i ; I ; { ' z I I o a, •'� - i __ _ ._ __ ' j w I i I . J . i i i : - _r -----�---- -- -- -- - I - - - --- - ----------- - ---- -- - APPROXIMATE e i -r r , 684 708 is - - ----_- - ; - --- Q 7- --- . --- 7 ---- c vma' 0 0=� APPROXIMATE i 708 706 , HED GRAD -- o IN; ' 706 M M � ( .- Q i I FfNiS E i, �Qoto i j i e I >o jc�l FINISHED C#RADEO� { i C� - i 00 O O --- ---- ---- -- ----' ---- ' -- --- - - -t-------__L'---_ - t - - ----- i -__ i ! i I I ! -- i--- - -- _. _ - _ _ _ _ i _ � ,� _ _ _ t _�_ _1 682 706 - - _- __ __ __t_ __ __ - ___ ___.-__ "} 8 -� 706 704 i - i -� +> > I I I I I ! I -- 1D� _ I I - 704 I NW W i I 1 1 ' s 1 t i i I I i i J J i a i i , C W I I �W i i i --- - - --- - ' 1 680 704 Q> i i t { i I 1704 702 t - +- I L i �- -11702 NZz i i I I ! I ! i I i I 1 I i i �` ! , i ' j j i i I I ! I I I i , 1 L 1 i i s - -- -- -- I 678 70 - a •- - - = 702 70 00 INSTALL 255.8& lF OF 42 RGJ-RCP 0 1.72% I 1 I i i i 2 1 _ _ ' ' `- - 0 ( -- -I - ----j--- - # --- 1 -- - 7 I i ! ; { i i I i : j aINVERT 18" i I DRAIN INVERT 18" , - _--- �- - - ' 676 700 -- - - -- - - -- -- - -- 1--��. I ---- ' - - _ I------; ---- -- ------ --- ---------- ---- - -- ---- -----__�__ 700 DRAIN 698 16 17 18 19 1 INVERT 1s" i i I I i i j ! ; , , DRAIN j I i --- -----r-----I---------*,--- - ---� 698 �- 698 , ,r, I , ri i -- 696 - �- _ -- i i i _ i �- n 1 �: �_0 696 i 6961 <; CURVE TABLE N{ CURVE RADIUS LENGTH TANGENT DELTA 1 2766.00'197.68' m�OW Mo 98.88' 04°05'42" 2 2766.00' 253.53' 126.85' 05'15'06" 3 2766.00' 253.53' I 126.85' I 05'15'06" 4 2766.00' 253.53' 1 126.85' 1 05'15'06" i 6961 <; NN x-NMo N{ ` - - I -- - _ I I -� _. i CL m�OW Mo N i cn ^LoO� 1 �'RI------'694 i M im W 696 694 -----{ --� I -J fl-Z-- > m -;o r` > P i i Z W r� m aOm il_; I I ; a j .- 00'. J II J�-i w .- co i II J•- I i 694 LW:vz-i� J Ow'- -`w" -� _------ r -- J; i -i._.__ --.-_J 694 692 j t ----:- z - -C>ui Ciwwo" ___. _� ..- . •�_- _ I __-�:._._._.__ z _ UwWo i - _r_y _�_ _�_i._-___..; 1 2 69 I US dQ O I m-- . J c5>wab ao c: N; p La O= 01 I I T 692 --Q �� Jm W O o f cs -Lt o-- I -- (6 z: --- w: -.. - t V/ 1 I i m �C;ujJ> J O.Z� L a m o .,LL:0 W w j I 1 '- // 1 m 0Q� n Nim z 3` i 692 690 �� C2Q�n`,r-N ��' - *w ----------;69O N�� I r U Z W� , i W N Z. I , 1 U �- W w; -4 z' F_ w w 1 1 J0 4- _j i Q '--- U "�. -_�z 690 ; o¢ - �-m� - - ; -- �Z nNZ -�� J ----- - -, . ` ; / Lar- : , ! { cap ¢ m a - ' r ' ca> ¢ m -- �% �ow> z co r -ow> I 4� r ? I �, _, F_ _ a > ri _ _ =L� vM 690 68$ - ----- �, zn _ � Lmza�- 688 7, v - a' O 0_ a d: >`; �. IJi' ' `� �``;1 l L 5 DZ i a�3•' NZO4 Z 11 m�D�� Zg0 d1 i , I ` I 9 7O 688 }--- - - x:.. - J� z oo�-----.- I I - i z o i -- ��ao10W mzo d` _., : �a i o Q �i 688 1---,-- - -Q 686 ri 000MM tp i 686 �-_ �j---i---- i jj? fv�.33? G EX4®.'fig zw=oornrnrn mom +W I ; i_ o +W' E' . 6 3'. 3 ti.1 686 __ - - - Q m N - ,yr -- -; 686 ! -' -- - - w ------}----- ', `�,d'%, �'BV��. �1A j -i oma, Q +'wwww moZ Q>I I 684 I j o>� -684 \.,,r CAS �?F` �a o •-wwww a` --o ~ i j----- : F ~ y �P J,u)U v)?` V) V)-. i 1 I v \, ���� 1 L 684 --- - _ - -o F x > �»- -- - - - ----- 684 682 - --. - -- - - � ------ l - -` 682 `vM, 'I- i i �zn zzzz I INSTALL .42 LF OF 18 RGJ-RCP0 0.27%; INSTALL 17.42 LFOF - , i 18" RGJ-RCP 0 0.11 41 - I &I 682 -INSTALL 11.11 -LF_ OF - --- NSTALL 46.05 LF OF _.- $ 682 680 -- -1----- ---- 1680 /�' ° r 18" RGJ-RCP 0 0:18% 18" RGJ-RCP 0 0.11% I �____-_`_______! __.____' `''�RECOM)i } i ' - -- - -_ - , 680 678 i -----i ---i _�__._�_. _----- � 7 p �,t t, _ T 680 ------ ___---'---_ - -_--- ! 1 . 6 8 i ¶" N A S CTI B SCALE 1"=50' HORIZ. 3 SCALE 1"=50' HORIZ• 3 1"=5' VERT. 1"=5' VERT. jim!l 9 roT.-mamew9mall 0 0 M M I- cy) D - d- 0 w It Z O� I a =, J Q •,t Ld Ld U oo = � 0 r. w(D O LLL tD o to N W LTJ Y Q m P) -0 0 J O m C -1) z w 9 w z CD z w J U M 0 r,: --, M 04 � 0 z I... o a 0 J m 3 W U a U ," bX s I J Q Co _ v U a t7 P �3 /cJ n I w N M v_ LL0 J J Q ..J CL m vi cn Z U im O -J 2 c W P Q �~ z Z w co)CC a �_ w W W Z 3:: Z M W W 1 c cr IM ch o = T (10o oC-) 0) 3 M_ V/ n M Z v I 0 < U o Y Y U U W > UU w m N 0 z - N N N mm 00 U U WW as 00 cn >-> w w Q::0!� w o 0 r` co < o N NO I w N M v_ LL0 co) Q ..J CL Z U im O -J 2 c W P Q W co)CC a �_ W W Z 3:: Z W W W 1 c cr IM ch o = T 0) 3 M_ V/ n M T i CL I 0 < U - < I w N M v_ LL0 746 744 742 740 738 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 12 q CATCH BASIN N0. SEE SHEET 6 8 q INTERSECTION STA. 0173-38 �B. C ,545 _"'l 545301 "E STA. 10+86.62' C'L' TOPIARY ORI RAD. C•L• GOSSIMER DRIVE < z a co Z M D� � �� C. U Z } W VILLAGE ROSE GOSSIMER DRIVE W Q Z O_� GREEN LANE Q<D LANDSCAPE ARBOR LANE o a, SEE SHEET 6 rn 001-- O SEE SHEET 12 R J LOT G SEE SHEET 10 w 18' "' = w u > - N 27' 18' o¢ N U U I 18' 18' __4-4 >_ J 18' 18' 27' ro U W o 00 27. 27' Z vv i 1 cwt vwi 2 9 w o0 0 ' ' 5, I o N o Z 27' 27' C�• 30 9 o A 95'26'27" o o U-1 ABBREVIATIONS ' CL CENTERLINE SMH SEWER MANHOLE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. ' N++ INVERT SCO SEWER CLEANOUT °�° + STORM DRAIN SDMH STORM DRAIN MANHOLE 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS MH R=52.00' I CB CATCH BASIN ELEV ELEVATION 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE W J JUNCTION BOX RW RIGHT OF WAY UNLESS OTHERWISE NOTED. I CURB & GUTTER PL PROPERTY LINE w No w r 10. g o TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O STUB AND PLUG SEWER LINE WITH PHASES g1a L=86.62' NN 1 AND 2 CONSTRUCTION. REMOVE PLUG AND = Q EXTEND SEWER LINE WITH CONSTRUCTION S 12' OF PHASE 3. 12' z 2 PLUG STORM DRAIN LINE WITH PHASES 1 ® d AND 2 CONSTRUCTION. REMOVE PLUG AND W TYPE "A" PER C.O.B. STD. SW -4, INSTALL STORM DRAIN MANHOLE OR CATCH T=57.19' I BASIN WITH CONSTRUCTION OF PHASE 3. 0 CONSTRUCT SEWER CLEANOUT 0 ALL SEWER LATERALS ALONG GARDEN VIEW LANE t'7 PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. <n F PUBLIC UTILITY EASEMENT TO BE DEDICATED N D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® BY SEPARATE INSTRUMENT. ® CONSTRUCT STORM DRAIN MANHOLE -S79'56'07"W 57.85' I TYPE "A"-48" PER C.O.B. STD. SW -4, SECTION LETTER UNLESS NOTED OTHERWISE A CONSTRUCT CATCH BASIN - - - - - CO) �N 2 W CL SHEET WHERE SECTION IS SHOWN 8" SEWER -PUBLIC 4 � Qa Io P��� ��1 n -- ro W N _ 0 NI 0:0, SEE SHEET 9 FL N l o I o0 I _ J X7 FL-)o� I ELJ o I o to pp NN49'26'34"E I m ij Z �� 11+00 222.28' 12+00 6'34"E 13+00 I-VN49'-2 29.00'•• I 24 I 25 to - —�0- L 0No - t0 9. — o • N49'26'34"E S 8 SEWER- S 21727' N49'26'34"E 8" SEWE- 139.00 ocd 0 PUBLIC N too 35 PUBLIC woo I 5' �j I FL vs FL_ co �ro0 I ��o+ _ 3I _ I _ ,�co a z I or--,,. 4 I 0 1 0 1 cm) I o I i m o I O I o I o o I O I �, �- o I N O N N N I NN�( i N ION L) w O ( I O ZJW IO O ( �WLLI O I ao NI I w FL O O J UN 1 -j3 OM O Z p U) ± ^^ UN LLJ 00 I - O I I °O N Z �r I N I< .;t:- ..t:- ro I -� 19+00 490.39' I Qoo R 8 7 I 8" SEWER- ( 6 1 5++ Q NN_ 14 m I NCV 248.85' 3( z a 1 254.88' 00 16+0 S ��-. PUBLIC w .-� (n N N ?s QQ (n W N MM . N N Ln (n = FL . V) (n F­:F- a'coN I-- Ni TP�Lo F H A 3 r 2 0 0 o TOPIARY DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 0 � GCS 27 \ SEWER MANHOLE NO. 33 SEE SHEET 7 S 20+00 242.52' z)*t ci 1 0 < M .4 N r M u'i O M 12 o z I N Q ~ (3 in EnV) 0 a \P• AS 1_ SN��ORP\N E P 12 S\NSA S E%\0 SES SNS 12 SE A. ,R SGPQ / 529 �CPGP \NSR 96 � •(P 2��,(g'I � 9 R9 SSP' S5� Pvg�c L 5865 `NE�R �PI�RP SSE 9 i R. 0948, r4- _&sss, / )'I- 4 s<p9�9 STq ?>>x3s yO�F 99. �j ss SF < SD \\ � • �s lyrR pRT` 10 11 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 U-1 ABBREVIATIONS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CL CENTERLINE SMH SEWER MANHOLE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. INV INVERT SCO SEWER CLEANOUT UNLESS OTHERWISE NOTED. SD STORM DRAIN SDMH STORM DRAIN MANHOLE 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS MH MANHOLE EXIST EXISTING UNLESS OTHERWISE NOTED. CB CATCH BASIN ELEV ELEVATION 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE W J JUNCTION BOX RW RIGHT OF WAY UNLESS OTHERWISE NOTED. C/G CURB & GUTTER PL PROPERTY LINE CONSTRUCTION NOTES' W FLOWLINE DIA. DIAMETER 10. g o TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O STUB AND PLUG SEWER LINE WITH PHASES g1a j3 j3 1 AND 2 CONSTRUCTION. REMOVE PLUG AND = Q EXTEND SEWER LINE WITH CONSTRUCTION S CONSTRUCT SEWER PER CITY STANDARDS OF PHASE 3. CC 2 PLUG STORM DRAIN LINE WITH PHASES 1 ® CONSTRUCT SEWER MANHOLE AND 2 CONSTRUCTION. REMOVE PLUG AND W TYPE "A" PER C.O.B. STD. SW -4, INSTALL STORM DRAIN MANHOLE OR CATCH c:c > BASIN WITH CONSTRUCTION OF PHASE 3. 0 CONSTRUCT SEWER CLEANOUT 0 ALL SEWER LATERALS ALONG GARDEN VIEW LANE t'7 PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. <n W PUBLIC UTILITY EASEMENT TO BE DEDICATED �Q D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® BY SEPARATE INSTRUMENT. ® CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: �¢ TYPE "A"-48" PER C.O.B. STD. SW -4, SECTION LETTER UNLESS NOTED OTHERWISE A CONSTRUCT CATCH BASIN - - - - - CO) TYPE "A" PER C.O.B. STD. D-14. 2 W CL SHEET WHERE SECTION IS SHOWN aN 0 a U � Qa AURORA WAY ro 00 0 0:0, SEE SHEET 9 U J J I _ J I ELJ o I o I m ij Z �� 27' 2T 23 CTI 7 I 24 I 25 to I 26 L 0No oL o O I ocd 0 W too 35 34 woo I 5' �j I vs co �ro0 I ��o+ 3I I I ,�co I z FQ-� 4 I z aQ NI I I I rn 4 Cwt cn cn i (� V) vU) I Q I a I Q FL I w FL U) 14+00 N49'26'34"E 15+00 254.87' °O 17+00 N49'26'34"E 18+00 19+00 490.39' N49'26 34 E 8" SEWER- N49'26'34"E 8" SEWER -PUBLIC 248.85' N46'11'S9 276.19' 254.88' 16+0 S PUBLIC 8' SEWER -PUBLIC FL F­:F- TP�Lo CD1 0 0 0 o 0 0 0 11 �r 11 CD j o ( I o I F-: o I I I o I I I M I I a, N N N 0 N N N N M N M 3 0o I o o (0 Lu ( z 0 ( I o I o I z �� I U) 0',I o� o I _j3 I W (S V)i I cLu oir I � I N I W U to 0')I Q0 •I� � I d- I � I t17 I O �w + ' + -4i + I 16 o Q OO + �° 14 13 + Q 2 1 20 19 Q Q �� 18 17 Co� .+ Q N Q Co�I 115 �� `� r of 00 N (n `nv' r H A 3 ;En r TOPIARY DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 0 � GCS 27 \ SEWER MANHOLE NO. 33 SEE SHEET 7 S 20+00 242.52' z)*t ci 1 0 < M .4 N r M u'i O M 12 o z I N Q ~ (3 in EnV) 0 a \P• AS 1_ SN��ORP\N E P 12 S\NSA S E%\0 SES SNS 12 SE A. ,R SGPQ / 529 �CPGP \NSR 96 � •(P 2��,(g'I � 9 R9 SSP' S5� Pvg�c L 5865 `NE�R �PI�RP SSE 9 i R. 0948, r4- _&sss, / )'I- 4 s<p9�9 STq ?>>x3s yO�F 99. �j ss SF < SD \\ � • �s lyrR pRT` 10 11 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Al 020 -1 G 746 744 742 740 738 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 ui, ID u K AW I lKlo rn 0 rn �Q� O O I- Z LL Q J J QLd �} w�00 J � W (� L.L 04 o x W Y Q m M � 0 64 0 z w CD a 0 J V) m m o W Y V 2 V N a d V Li o CO LEGEND: ABBREVIATIONS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CL CENTERLINE SMH SEWER MANHOLE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. INV INVERT SCO SEWER CLEANOUT UNLESS OTHERWISE NOTED. SD STORM DRAIN SDMH STORM DRAIN MANHOLE 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS MH MANHOLE EXIST EXISTING UNLESS OTHERWISE NOTED. CB CATCH BASIN ELEV ELEVATION 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE JB JUNCTION BOX RW RIGHT OF WAY UNLESS OTHERWISE NOTED. C/G CURB & GUTTER PL PROPERTY LINE CONSTRUCTION NOTES' FL FLOWLINE DIA. DIAMETER 10. g o TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O STUB AND PLUG SEWER LINE WITH PHASES g1a j3 j3 1 AND 2 CONSTRUCTION. REMOVE PLUG AND = Q EXTEND SEWER LINE WITH CONSTRUCTION S CONSTRUCT SEWER PER CITY STANDARDS OF PHASE 3. CC 2 PLUG STORM DRAIN LINE WITH PHASES 1 ® CONSTRUCT SEWER MANHOLE AND 2 CONSTRUCTION. REMOVE PLUG AND W TYPE "A" PER C.O.B. STD. SW -4, INSTALL STORM DRAIN MANHOLE OR CATCH c:c > BASIN WITH CONSTRUCTION OF PHASE 3. 0 CONSTRUCT SEWER CLEANOUT 0 ALL SEWER LATERALS ALONG GARDEN VIEW LANE t'7 PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. <n W PUBLIC UTILITY EASEMENT TO BE DEDICATED -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® BY SEPARATE INSTRUMENT. ® CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: TYPE "A"-48" PER C.O.B. STD. SW -4, SECTION LETTER UNLESS NOTED OTHERWISE A CONSTRUCT CATCH BASIN - - - - - CO) TYPE "A" PER C.O.B. STD. D-14. 2 W CL SHEET WHERE SECTION IS SHOWN Al 020 -1 G 746 744 742 740 738 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 ui, ID u K AW I lKlo rn 0 rn �Q� O O I- Z LL Q J J QLd �} w�00 J � W (� L.L 04 o x W Y Q m M � 0 64 0 z w CD a 0 J V) m m o W Y V 2 V N a d V Li o CO J U) a J a V) z U o J LLJz �o C) Lij z j3 j3 = Q Z U CC Z �:: W c O c:c > 1 0 t'7 <n W ` / _ 5 U T co O 3 _M CO) n W CL 0 a U � N ro 0 U ELJ 0 W CTI 7 LLJ W O 0 0 N W N W co r LL 0 f�1 a z a J a z U o J > Lij z j3 j3 = Q W CC Z �:: W c > 1 0 t'7 M W m ` / _ T co O 3 _M CO) n CL 0 a U a' W N W co r LL 0 f�1 a o \; r'� 5 5, � as f�" � pp�,`N a, _n /� 5r ,,, 1G�HEE� _ - 1RE r' I ° Q -7 SE1a - » �j2 '�- sEELLI$ WAY 'o /0 34 1 19- �J o mac 1$ 27' 7.27'56 E _ - - SHEET 11 0 * it o no o Vt o� 27' S4 q INTERSECTION 18' z cu INIERSECT/0 1 N2l p439»W 27' 28, J ��^ rr o Q >z �� Z �o 5 \ STA. 22+23.93/EC S4232'04rW RAD � w . � Q coo * -'• \ A• 12'I C.L. 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C/G CURB &GUTTER PL PROPERTY LINE b FL 00- n4�w 02'56'41" g j SEE SHEET 1 FOR CONTINUATION I �' i INSTALL 242.55 LF OF 8" SEWER' ® -0.35% C4 (- 's 732 82.95' EXTEND1 LINECONSTRUCTION. WITH CON CONSTRUCTION S - - -- - - _ ---------- ----------- ----- ---- - - - 1� �. o `. I - ; - - - -- ---- � i 1� i '; i I i i I d1 ; i 1 CONSTRUCT SEWER CLEANOUT O ALL SEWER LATERALS ALONG GARDEN VIEW LANE �iW i I i i i ' 3:wLu NZN i 730 � ----- - ---- - - -- ---, --{ ---- --------?---� BY SEPARATE INSTRUMENT. ® ---Z z-------1-.__-_ _.-. -3-- ------------- ---- -- --m-i' ----1 i I UNLESS NOTED OTHERWISE 1 z J ! ;. I i O Z i cpco ( i I I I i ! i 1 7 i i d Z R a0a00 J � t -__ 728 I _ .�.- _ _.._.- I _-- W 0 i _-- __ .__._. -.OO ----t- _..W J _ - t 1 -t - .rt- - _ __ - T __ W W � _ - j I i I 0 ; Y .� N i a U M cA----- 1� i ! OIn Oi i , i .: 726:_____.__.__1__- I I__.-_ i , -(_-_- Z ♦! 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INSTALL 231.66 LF OFi 18" RGJ-RCP 0 -411% ---- ----- -------I----4---- ------ ----- I------ -- - ----_ --_ ----- ' --- ----!----- 690 �_ _ I i i 3 i i ! i i I i ; 688 '---- .L_____- i._____ -- -- -! _ - _ i _-___�__-____ -_� _ __ i ! _ MONARCH DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL . 1" = 5' VERTICAL ------------ _T---_-- - - ; i i i ! 1 i i i i , i i i i i i I I i i - i - _ _ f- ---I- __; a - _ I » I INSTALL 251.55:, LF OF 8 SEWER ' ® 1.00%i i i INSTALL `254.48 LF OF 6 SEWER ® 1.00% ---------- - -- ---- --*--- ----- - --- - __ _ - --- ­---------- - ------- -- -- ---- ------ -+ i i i k i ; i i r i '. i OD tnZ } j ' __-.-.-_.. �_-__--�.__.___-_.___ ________--. __.{_ ....-�. _---____� - __ I _ * -� ; -_� I i i O J 00 to kA i f i z i I j 1 w j a. ( i i i------+----- _-_ _-­--------I_.-,,y� �- .-I-----j-----­j--------i� - p-- - - I _ ^ I I i 1 Z ( t 1 � i 1 (0 i i I j i ! a jj ! i i +---- ---- - --- - - - - -- + - + w w - --- _i^---- -` - i i I j j { 0_ -WW i 1 I i i i i ! ii, I i j j i ! ; i I LLI zZ - ------+--- ;-.--- --- _______________Ln m�---=--- = --- - 1--- -- w I ! I Q , i f i i i r 1 f I i i I Li -4- - - _ __ �- I PROXIMATE F1Ni SHED-�- W i f i� - I I I i j i �j j j GRADS ®CENTERLINE y __ _ - - -- - rt I _ --- 1 T i J-� i _ i f __ __ _ __ __ _-._ ._..--_ _._. _. 1 _T _ = = 11 T i ! i I i I i I -- i ---- i I I ' t i ' i , I i ! -- j ; i i j --- _ _ O'%s - -- _ �_ �- - - -- --- --- - -- - --_1_­_________l_� -- - --j -- -- I_ I i # i i i ! i i i I i ! I I i , i i i i r i 1 ; -� - - - - - - - - --------- - i - - 1 i 1 1 4_-.___ 1 1 - .-". _ __, I +---- - - I -. 1 .r -_ ------ I 1 i 11 Ili NOTES 1) ALL CATCH BASINS ARE TO BE TYPE -A- I CENTERLINE SMH SEWER MANHOLE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. I i i 1 1 -.-...a i fi---- T I i -----7--- i- -;----- -- , i N I O ;w i i i N i ', a _- _- -. -_- i __ I z iao I J - l� i ; I iu i *-____m ' - '--- -- i o Z N ' Q rn li---0 -'- J----+----- - .••t w I _ j-_ � 1 O F F- -� z-- �---- -- I i ! 8 9 10 11 12 CURVE LEGEND• LENGTH TANGENT ABBREVIATIONS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE -A- CL CENTERLINE SMH SEWER MANHOLE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. INV INVERT SCO SEWER CLEANOUT UNLESS OTHERWISE NOTED. SD STORM DRAIN SDMH STORM DRAIN MANHOLE 2) ALL PiPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS MH MANHOLE EXIST EXISTING UNLESS OTHERWISE NOTED. CB CATCH BASIN ELEV ELEVATION 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE JB JUNCTION BOX RW RIGHT OF WAY UNLESS OTHERWISE NOTED. C/G CURB &GUTTER PL PROPERTY LINE CONSTRUCTION NOTES: FL 00- FLOWLINE DIA. DIAMETER 02'56'41" g j TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O STUB AND PLUG SEWER LINE WITH PHASES 46.97' 02'08'32" AND 2SEWER -ob 82.95' EXTEND1 LINECONSTRUCTION. WITH CON CONSTRUCTION S . - CONSTRUCT SEWER PER CITY STANDARDS OF PHASE 3. 2 PLUG STORM DRAIN LINE WITH PHASES 1 ® CONSTRUCT SEWER MANHOLE AND 2 CONSTRUCTION. REMOVE PLUG AND - - - -- ---- � TYPE "A" PER C.O.B. STD. SW -4, INSTALL STORM DRAIN MANHOLE OR CATCH - i BASIN WITH CONSTRUCTION OF PHASE 3. 0 CONSTRUCT SEWER CLEANOUT O ALL SEWER LATERALS ALONG GARDEN VIEW LANE O PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. ® CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: ;- -- TYPE "A"-48" PER C.O.B. STD. SW -4, SECiION LE-� _ �_ _ -+- --{ - --- -- _10000 UNLESS NOTED OTHERWISE -- --- - t A mgm CONSTRUCT CATCH BASIN - _ _ _^-i-� i - - - - -' 730 TYPE "A" PER C.O.B. STD. D-14. 2 Q I M Z SHEET WHERE SECTION IS SHOWN , I I i � , I 1 I i i i i �,,.,.,.....�- -- - - i i j I . _r- ".�."' ,!.�"'_ INVERT 6" SEWER i -- - -- -- - j-�".'.'- - - - --- -- - -- i - --- __ ______ ---- - } - -�--- - - - - i i ! i ' i i F i j I I » i R i I , --- WE._.- __ �- +--- ___----- - ----*- -_- _ • _____ _ _ -__ _ -- {- ----- - - --- ------+--------'- VER i I f� 1 i ! i ' i - i -i- !- I I ! ' ! i , I I i , I +- - -- - - - ----4----_l-----+- i f i i i i I i i i i E I I _ 1 v I ; I -; E i ; i I i I I I I I ( ' I I i � ! 1 I ! I i i ! j 1 f i i ! i I i ! 1 ! I I i i I I --J-- --j- -- --- ----i•----- --------------�------' --- -- ------ - --- ! -j--+-----r---- - _A -- I ! i I � I ' i : I ; I i I i i i ; i I I j - - ¢ - -- } - -- r----+ ----T �----+---- .i. } 1 I 1 --'--- f I 1 I i I i i i I I iI i } ! i I I I I i i i ` i i i I i i I i I . ,s I i I - I 1 i �- - - } i I j - j i I i ' i I - +- - I ---f i -- - -+ - - - - - -- '-- ! ---- -- _- _ ! �I i J I i 1 I I : { ! ( i . i I I i ' j _1__ _-_-_..�_-____: _ __� __.�...- _ ..__._,_-.__L-.- ________--- . -i.____ . __.I -___---- _L_ -.-_L_ 13 14 15 16 17 -r-----' -.------` -- _­- _--_7- -----,- --- i i 1 I CURVE TABLE tr INSTALL 99.49 LF OF j C4118" CURVE RADIUS LENGTH TANGENT DELTA 1 52.00' 81.68' 52.00' 90'00'00" 2 2512.00' 182.01' 91.04' 04'09'05" 3 2512.00' 581.14' 291.87' 13'15'18" 4 2512.00' 109.61' 54.82' 02'30'01" 5 2512.00' 129.10' 64.56' 02'56'41" 6 2512.00' 93.92' 46.97' 02'08'32" 7 52.00' 82.95' 53.28' 91'23'40" -r-----' -.------` -- _­- _--_7- -----,- --- i i 1 I I i i: _.-_-_ _ .}--_._-..--_--- 1 ..�-_-I �.____-..Y....-4- tr INSTALL 99.49 LF OF j C4118" SEWER ®� 0.35% 11 --- -- - - i-- - - i -- -- - ---- - N - ! - i I - - ri _ � i 1 o --'----I - --- - '� 2�1z _j �.O j I J Z �jwz ? i s z _- ---- ---• -ia00 ' i Z� �vwi __ � -P' Z i CU 1� -I d i w CJ r i J 00 "' W -� co'f t o � - __- --_i-O Os __N. _ Oi t i ' r •� Z r Oil -doM iZI• • i� , Z I M r Q d I f Q �yj 2 +jj ^WW 1 I ir� ' W r- I � {W �� W i i W ! 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Q �+ i i ; 1 Z �i�z� iz i +jj i I N) Q .=1�._r�.��J +jj i i OWW 4 _-L-_ ' i i f i -�-_- Q - i +>: >: f 1 I NJ_, --+______ -�---- I 726 0 i a tb w WW i ¢jj i ��� ww I ' Qjj i i i ; 1 t -I --- W - H NZZ i - --I - ' i ~r--------+- i -.1 -- +----- j � 3 W �' - F --ZZ _ _ - -t_ �'- -- i _k ( - -- - I ; i - --i-----i 7 24 I i . j I ` i w a- To I m 0 w ! i i - i En Llj i _ -_ - - -r- -- ---r-- i ! - ___; -- � -- -; 722 r - W I I I i i I i i i i I ' i i - a Q _ -�-- I Q - r i I- - I i - -- t I - i _ i - 720 c, 0 i I I I ! i I I i i iI --- w Q wI - i i i- - r Zi ��,1- ! �1! i i ' : - - � }- �! - 718 i i 3 i I ' i I o CX i 1 U i 1 I i ! i i I i ! _ i �I-�-- ---,- - I I i i ;- - ! i �-- I --I- --t- ---r 1 i I ( I I ( I ! i L i .716 I i 20 __ _____l ---'--'---_--- --------- __ - T 14 . i. - _I _r--__ _-_._T---. -_ --'i'-_. / I i RT 13" SEWER t i i INVERT s ; i - - --t------ ______------, ---- -- - _ >----• ----------------+--- -_ 1 �- i i I 712 i i I I ! I I i r ;710 I ! 1 j i i I !� I �� I -- I I t i i I ' ' i __t--_----- i'- - ; _-i - - , ----+ - - - -- --;- --170 i i ( 1 i ; I I 8 j I i i i , i �t ------?--- �----- -i- ____ -_-- ' ---1- -- i - --i- 706 I i -+ - -i-_�- -( I i i i i i i I I I i i I j i I i i ; f I I I i -- _____----____ -_� __-- -k -`r-- � t-- ;- --- - --_ 704 1- ? ! j `i I I i j i I : i-- - !------- - - i - 702 t----- - -�- - -- �- i i I r f I i 1 - - --- - - ----= - - -- -- ---- -;--- -- -- -- - - - - --- - - 700 . -t --- I ':, I I , : i I i i I - ---------�--- --- - - ] 698 i. 21 22 23 __ ----------, ------ - _-- ---------w-- - - 696 728 r- -__ -,T _ - --, 728 i i Z I i j iJI 1 I -' { i JI ! i i i wI I I j -_ - 694 726 z -r__ -+- -- - -.,-.o _ __--- 726 w I i i Qi IW I i : --- 692 724 --- � li, --- --- ---- ---- -- p1- -- --- - 724 1 i Q 1 i APPROXIMATE i > i 0 i ( i i FINISHED GRADE q, 6 -n t�� I I -- I -- -- -- -- -- - I F- _ -- �f- - - - --+ 690 7 22 ---� -- 7 22 I i I �_� i i I I ; i I -- 688 720 __ __ __ Ii ---ii - �- - ______L___ `___ -' 720 j.___.__ _ f___ i t J._ 1 718 ; -- -- -- . _ _ -_ I-_- _ __- �_ _ :.---! ' ----- -,- ---T - ---+------- 718 1 _ 11 -j- 1 j I 716 --- . - i ________ 716 i i � INVERT 18" DRAIN i i i 714 i- ---- �---- - -$---- -- -- -� 714 }= I �•w- - +- -o- - - N� N w i --j---- . O oo N N 3 I 712L________4_____4___, °Oo z I i i s i(n � co�rcn i - �N---+--_---------- I • �--�1.•(---- � 11.--- - ---1712 to n- a i I R W W �' �]' { J 11.x'- �-: 00 z Ilw°r i N J I I ',= UWWp ! I = U ('% w Z UWW^ i ! X710 �.---- - - = 7 _� -- ----- i- � . co � --z �w-j"-_�.--; 710 i ' N M �u .* N co Li 0' j 3 m 0)-'o i Q. ; `°J ^ I i 708 ] I N Li w j I - � M Iy W +-.__- -_ _I u a+). -r ©o+� - o_►��'t -- 708 i II- -QWW j i � NW 1- NQWW ! , 1 U Qoa j I i o Q 91 C> Awa I ; 706 _ -Z-------.�:- z4Z ------�----- v ���- fmQ--�----_ 706 I ;' i i i l i i I' i INSTALL 108.08 LF OF i : ! 704 ----- -- -- - --18" RGJ-RCP--®--,O.-rr� - --- --i----- 704 --- • i i i I i 1 ; INSTALL 18.59 LF OF 702 -- - - i- ---- ---- ? - --1$"-RGJ=RCP o.tr%-� 702 700 `-- - - -._ -___i -_ ' _ ! ' '700 ,- ��--.. E TI VVING SCALE ;�=RECORD 50' VORT . A5) L . 5 -y ;?o -!G N 3 0ot'i f- m J z w m m (n O Z U O Y _ U w - > U wF N m 0 w a- m 0 w En Llj w Ln o a o 0-- c, , S;-4 -�--Po cs . lo� 10 SF 0. STq �FR top 09 9 1) A I SEWER MANHOLE � 5-OOLT-= STA. 9+97.50, SEWER N40 - 33'26"W -nnRAD. _ ,,-m STA. j()+o().uul `'A ­ TOPIARY DRINE 87 sEWER-PUBLIC 8 co -turlAm, -,- . SEE SHEET, 4 P W A � r wn ^Anf%l-Ll 'Lar -las a .— GOSSIMER DRIVE 730 INSTALL X7.85 LF! OF PERENNIAL PLACE SEE SHEET �'4 SEWER; 0 -0.35% lfslc 728 FOR CONTINUATION COO SMH SEWER MANHOLE rr 722 U.1 NN Ld 3-, ul-3 SCALE: 1" = 50' HORIZONTAL 720 SDMH STORM DRAIN MANHOLE zz, -Z MANHOLE 726 co C4 00 001 06 co + 726 z _j (j rc CURB & CUTTER PL PROPERTY LINE 724C) -j O c > Ld 724 z ci O z to Tf) L0 722! w U-1 J-1 >: >: o _w' _u'j 722 w LLJ U) LLI Lu > w ul >: >d 0 720 LLJ z cn V) Z Ld V) V)KKt INSTALL 241139 LF OF 8 SEWER 0 1.00% 0) 2s 720 700 0 698 718: > 0 TYPE "A"-48" PER C.O.B. STD. SW -4, --4 ' 720 718 UNLESS NOTED OTHERWISE z W-1 ;z tav) 4- _T i cq 716 718 714 C4 �u to V) m 716 712 C5 a000 Q'\w I L . .............. 710" co -4 ................. INVERT 8" SEWER _j ` 708 '(PUBLICINVERT 8" SEWER 706____T FL—\ 0 -------- Of ca _uj 714 704 Of - < +wui < >: +15 712 N<>:>:>: V) vizz JJ Ldw 702 cr- 4— - i ; 712 IT _p; ud V) 700 i uiU)K i ui z 7101 of a-, af 't it %to m I I 708'F oz t 698 C� co o uix 708 706 1 cli T 4- _j jw I _j QJz d C4 _-t w a� To u') (o I r" 16 C) Vi W I :aDl w 54 - 0 w 696 CD 09 Tl 18 704 I ►15' + af oir'T 694 - ------- 704 m +W CD _uj__ Mm Of oz '< �i 702 U) v)_ I 77-7 INVERT 6" SE�E U) CS _j CS --� 702 692 '-, mz: mz C3 + + GARDEN MEW LANE 690 C6 t —1700 688 m re) -) SEE SHEET 3 2: 10 698 11 726 UJO 726 724 696 724 10 Lu 12 13 722 0++ 722 WAY U) ++ of nr 720 ui 720 . ........ 718 -FINISHED, APPROXIMATE! �GRADE­ (PRIVATE STREET) 716 INVERT81" SEWER It 716 SCALE: 1" = 50' HORIZONTAL 714714 712 1[7 712 INVERT 18" DRAIN Ld 710 Z, 710 >: i C3 ji L'06 708 2�' :m 1 "f J� L 03: - og 1 C�'6 i 708 7� 0"�R Lu o6,6"-= cn I Co-U) _r_>:2� f t t 0 .-co r�- 06 706 co -4 ocD __8 d > uj t 706 _j om >W: LL' C14 UJj ACV06LU uj _j t 704 2E .,:,Uj --� C4 I'm r---- -L�i:z---�- cn 0-i F,- 704 < m cp > 6, Lu LZ CD Lu x + w> (un, 702 m Uv)) La j < /uz t -OLU (n V)z U -i in:z m t 700 (nmm w Fico __1700 C) 698INSTALL 13.42LLF-OF NSTAI 1 _23-441; LF OF -J 18' RGJl-RCP @ ;�-0.15% 18* RGJ-RCP 0 0.137. 1 696 696 SEC -00N SCALE 1"=50' HORIZ.�6 1"=5' VERT. (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 12 13 730 0 i 728 )oz 726 od CD 724 lujw 14jw -----722 0 720 718 '716 712 710 708 706 704 702 700 ui i cv--698 ,* i 0 � * 'cl; - 1 9 0-1696 60 r; EN ")w>- 694 uu i 692 690 688 y ,omiEE SVAFw) DR10NE SEV ' l —e pll 78 '' 79 bEt til -ILLI IU F H A 3 E 'o v Vim / LANDSCAPE LOT IF 23.58't"� L0 UO 58, UO + (A co GARDEN MEW LANE y,XrMID DRIVE H A Er"' 2 GARDEN 3 _j _j _j co SEE SHEET 10 27' 27' r__ U-) C14 0 /s C. Ll- iN�RSEC 00, Ct CHA D ID 2 31N. C ST N. 20 %K O <0 19 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1) 52.00'1 86.62' 1 57.19' 95'26'27" (2) 52.00'. 75.36' 1 46.04' 83 726 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 23 PERENNIAL PLACE 24 25 26 (PRIVATE STREET) COO SMH SEWER MANHOLE rr 722 —I-- --------INSTALL --— — _— _ _ _ SCALE: 1" = 50' HORIZONTAL 720 SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING 1" = 5' VERTICAL 00 06 0 + 06 co + 726 m 52 :`uj CURB & CUTTER PL PROPERTY LINE FL 726 + 724 12' 12' a. n L0 712 1724 722 w LLJ U) I LLJ 10 _j LLI _j m: :m V) 0 zZ CONSTRUCT SEWER CLEANOUT 706 INSTALL 241139 LF OF 8 SEWER 0 1.00% 0) 2s 720 700 -Z 0 C) __j 698 13 696 TYPE "A"-48" PER C.O.B. STD. SW -4, --4 ' 720 718 UNLESS NOTED OTHERWISE z W-1 ;z tav) _T i cq ui 718 0 O's C� C4 �u to V) m 716 11+00 C5 a000 Q'\w c—" OJT; co -4 716 i _j <z 7141 FL—\ 0 C'T o _uj 714 < +wui < >: +15 712 N<>:>:>: V) vizz JJ Ldw cr- 4— - i ; 712 IT _p; ud APPROXIMATE FINISHED ia GRADE 0 CENTERLINE i uiU)K i 7101 of a-, af 't 7 %to m 710 708'F it lc:o) C� co II I 708 706 1 cli T 4- _j jw I _j QJz 706 _-t w a� To u') (o I r" 16 C) Vi W I :aDl w 54 - 0 w w!!:! =�4:> CD 09 Tl 18 704 I ►15' + z Ow a - ------- 704 t dul Mm oz '< �i 702 I UO I 77-7 INVERT 6" SE�E U) CS _j CS --� 702 700 '-, mz: mz C3 + + GARDEN MEW LANE _j _j d C6 Q —1700 698 2 re) -) SEE SHEET 3 2: 698 696 <5 UJO L6-:, r- 4 696 10 11 12 13 GARDEN MEW LANE y,XrMID DRIVE H A Er"' 2 GARDEN 3 _j _j _j co SEE SHEET 10 27' 27' r__ U-) C14 0 /s C. Ll- iN�RSEC 00, Ct CHA D ID 2 31N. C ST N. 20 %K O <0 19 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1) 52.00'1 86.62' 1 57.19' 95'26'27" (2) 52.00'. 75.36' 1 46.04' 83 726 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 1 u 11 12 23 1 24 25 26 CL COO SMH SEWER MANHOLE rr 722 —I-- --------INSTALL --— — _— _ _ _ SD 720 SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING + 00 06 0 + 06 co + m Z) m 52 :`uj CURB & CUTTER PL PROPERTY LINE FL (D + Ir 12' 12' a. n L0 712 (10 PA F_ U) w LLJ U) I LLJ 10 _j LLI _j m: :m V) 0 zZ CONSTRUCT SEWER CLEANOUT 706 a Go 0) 2s CONSTRUCT STORM DRAIN PER CITY STANDARDS 700 -Z 0 C) __j 698 13 696 TYPE "A"-48" PER C.O.B. STD. SW -4, cn uj UNLESS NOTED OTHERWISE z W-1 CONSTRUCT CATCH BASIN m cli 53 U) 0 O's C� S27*56'27"E 297.85 _r_ 00 -j uj 0 _J 0 m 4 11+00 8" SEWER 19-01 13+00 c—" Z 6 cn N29'V53"w - 00 270.38' - <z FL—\ t _uj 0 0 N<>:>:>: V) vizz US n 00 Lo IT _p; APPROXIMATE FINISHED GRADE0 -CENTERLINE 7y (05 4- ctf of a-, af 't %to m cel it lc:o) C� co II I 4 C) cli Q. _j jw I _j QJz + _-t w a� To u') (o I r" 16 C) Vi W I :aDl w 54 - 0 w w!!:! =�4:> CD 09 Tl 18 + 17 + I ►15' + z Ow a LJ > t dul Mm oz '< �i <� I I I UO I < w 00 U) CS _j CS --� V) F_ F- cl) v) '-, mz: mz C3 + + GARDEN MEW LANE _j _j d C6 Q r-1 Fl H A F 2 re) -) SEE SHEET 3 2: C5 <5 UJO L6-:, r- 4 w Wo cn (n 6,6 w 0++ CHAMOMILE WAY U) ++ of nr CL: . ........ W a_ Lj a_ (PRIVATE STREET) INVERT81" SEWER C -->j U) U) SCALE: 1" = 50' HORIZONTAL c� 1" = 5' VERTICAL Lu LuLd Ld 1 u 11 12 726 LEGEND: 724 ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE rr 722 —I-- --------INSTALL --— — _— _ _ _ SD 720 SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB 718 @ 35% JB JUNCTION BOX RW RIGHT OF WAY 716 CURB & CUTTER PL PROPERTY LINE FL FLOWLINE 714 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION loo L0 712 CONSTRUCT SEWER MANHOLE 710 70o 8 0 zZ CONSTRUCT SEWER CLEANOUT 706 704 0) 702 CONSTRUCT STORM DRAIN PER CITY STANDARDS 700 -Z 0 C) __j 698 13 696 1 u 11 12 LEGEND: ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV —I-- --------INSTALL --— — _— _ _ _ SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB INSTA297.85 LF OF 8" SEWER @ 35% JB JUNCTION BOX RW RIGHT OF WAY ed CURB & CUTTER PL PROPERTY LINE FL FLOWLINE DIA. DIAMETER TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION loo L0 CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4, 0 zZ CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 0) Lu 3: ui CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 -Z 0 C) __j CONSTRUCT STORM DRAIN MANHOLE uj TYPE "A"-48" PER C.O.B. STD. SW -4, r 200 _j UNLESS NOTED OTHERWISE z W-1 CONSTRUCT CATCH BASIN m ui 1( cl C0143 0 O's C� -j uj 0 _J 0 m 4 Z 6 cn 4-wl <z wl t _uj 0 0 N<>:>:>: V) vizz US n u)z_9K Lo APPROXIMATE FINISHED GRADE0 -CENTERLINE 7y 4- 15 4 z Lu < 4__ t luj LJ > t LJ < C6 06 C5 <5 [if CL: . ........ W a_ Lj a_ INVERT81" SEWER C�l c� Lu LuLd Ld -4 J 1 u 11 12 o �JAVv ING rm 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 ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: OSTUB AND PLUG SEWER LINE WITH PHASES 1 AND 2 CONSTRUCTION. REMOVE PLUG AND EXTEND SEWER LINE WITH CONSTRUCTION OF PHASE 3. OPLUG STORM DRAIN LINE WITH PHASES 1 AND 2 CONSTRUCTION. REMOVE PLUG AND INSTALL STORM DRAIN MANHOLE OR CATCH BASIN WITH CONSTRUCTION OF PHASE 3. O ALL SEWER LATERALS ALONG GARDEN VIEW LANE ARE TO BE INSTALLED WITH PHASES 1 AND 2. PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHOWN LEGEND: ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX RW RIGHT OF WAY C/G CURB & CUTTER PL PROPERTY LINE FL FLOWLINE DIA. DIAMETER TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION L0 CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4, 0 zZ CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE uj TYPE "A"-48" PER C.O.B. STD. SW -4, UNLESS NOTED OTHERWISE mom CONSTRUCT CATCH BASIN m TYPE "A" PER C.O.B. STD. D-14. o �JAVv ING rm 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 ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: OSTUB AND PLUG SEWER LINE WITH PHASES 1 AND 2 CONSTRUCTION. REMOVE PLUG AND EXTEND SEWER LINE WITH CONSTRUCTION OF PHASE 3. OPLUG STORM DRAIN LINE WITH PHASES 1 AND 2 CONSTRUCTION. REMOVE PLUG AND INSTALL STORM DRAIN MANHOLE OR CATCH BASIN WITH CONSTRUCTION OF PHASE 3. O ALL SEWER LATERALS ALONG GARDEN VIEW LANE ARE TO BE INSTALLED WITH PHASES 1 AND 2. PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHOWN ',D M cn (n L0 zZ ui uj m � m cn z 0 Lo 15 Lu C6 06 C5 <5 [if CL: W a_ Lj a_ C�l c� Lu LuLd Ld Ck� fk� U-) co w Fico c) C) C=) C� ',D CITY HILLS DRIVE (OFFSITE) H A 5 r GARDEN PARK DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL SCALE 1"=50' HORIZ.\,7 1"=5' VERT. 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 700 14 V)cn 1 II LANDSCAPE LOT H H C> 0 O to 0 Lo V) � it i Q _ >> 0 Q> - N o rJ I /1 r �I _ LANDSCAPE LOT J N� o d co Q- 1 J 1 A r J o SEE SHEET 12 v Op p o, QO O Q 1- H C5, O �' N C3 H M �O O U UU z to o I J I J I d ui 40' o ao 12.5' _¢v 6 o o '' z l X12.5' 15' zoom \ 5 `� z to cci co I N' (� I ,�� 7 I 8 °� _¢ U 1 v U 1 0 Lim N Zw co r- 0 coNl - v I _ I N 73 w ++ ( 9 \ Q ^ 00 V CO to Z aWa t mVf' N O- � O � W ^ N Cb r I C' Oy w D` si \ OJO +W-- or- + I + I � pJ+ I ? a aou)u Z dd / �xQ 4 \ �� N ��Nfn1 a I Q (I o� Q n ^x 611 NToRM S> A 9 FL G' / 10 q� q� 8 " 42" DRAIN- �n- F_ 9 'ox 7ypF My oRgN2 w s / 1 11+00 S60.21'33 E_ _ 12+00 D PUBLIC _ N 1 +00 272.88' ♦ 86 „� 26 �� �C��. 092j q `Np �jOUe>>j, -I - S60.21'33"E --F - - - -�--280.45' 24. X827 �/C S S60.21'33"E S 8" SEWER 1p i� 284.60' �Q \ SS9 1�k29 0 31 9��T My � FL ;� N \"oo S�P'SEWER MANHOLE N 500LT.= 14+17.51 C.L• STA, 3 99, SEWER 3--�P/LTA- � - � �U ♦ �STA.1� Of J � q - i CD O I p I o �� \ I 1 Z II o_co II 1 N I N I N p w IC6Q2 i W �� O Lo co V- M snW M ��' 00 `� LV O 1 L / 00 M O� NN >_ 1 <va po i d•o ao° d- w I I <* I tow co e} z 1 oJ3 oZJW NI ± I N I �z -iw Nom/ 18 11 v Q 2 18' 1 18' jzk W v N w U ,moi I d 1 Q w in N Q o 27' , JO cod' n o rn rn N ( I cn cn p C4 CS o ?)' / m 27 = rnrn z = o =0 / CU -,m z co z 0; a; + Qz IoL d 8080LI DRIVE Q TOP rC o+o oo 1 , II w C3 d J SEE SHEET 9 •- W M M SE �SI F ORS > o; vci �� w oo N� �� Ld U)o U)V 4 aj N M Q� 30 W o� C W o�w z UO W N U I— �NN CICADA DRIVE, -00 (PRIVATE STREET) o o � F co SCALE: 1" = 50' HORIZONTAL ULo M o 1" = 5' VERTICAL .-N Z Qa CURVE TABLE GO U) En CURVE RADIUS LENGTH TANGENT DELTA 1 52.00' 76.85' 47.38' 84"40'49" 2 52.00' 99.65' 73.99' 109"48'07" LEGEND: > ABBREVIATIONS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 730 ; --- --- - -- - --- --Y INV - - ------------ 730 SD STORM DRAIN SDMH STORM DRAIN MANHOLE 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS MH MANHOLE EXIST EXISTING UNLESS OTHERWISE NOTED. CB CATCH BASIN ELEV ELEVATION 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE JB JUNCTION BOX RW RIGHT OF WAY UNLESS OTHERWISE NOTED. C/G FL. 728 CONSTRUCTION NOTES: w - -- - - 728 726 }--- APPROXIMATE :. - _FINISHED GRADE a �I To ---- 726 EXTEND SEWER LINE WITH CONSTRUCTION S OF PHASE 3. 724 - ______....__T._ ---_.__-- 1 ® ___- . - -- ---- -; 724 722 --___-.___.______-__;_ k ( _--_f i ____-;- --___--_,__-; 722 PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. ----D CONSTRUCT STORM DRAIN PER CITY STANDARDS 44 PUBLIC UTILITY EASEMENT TO BE DEDICATED 720 - --- ---- CONSTRUCT STORM DRAIN MANHOLE -- TYPE "A"-48" PER C.O.B. STD. SW -4, -- - - " 720 I 718 --- INVERT i 18"_DRAIN - - - - - -j mom CONSTRUCT CATCH BASIN A L - - - -, ) INVERT 718 Z SHEET WHERE SECTION IS SHOWN— 716 { w 716 ( a Z J M�3r J' ONiLJ J� �i�N� j k -N �?i OCflNW 1 714 --o �, -- N= -- N Ni �-0-11) - �;-- - N^>Z ; 714 00 ap W �.- a Y72 -j� ' �'II J� Jap ° J pw°o 712 'xm _ci z_�� uj J __r_-. _ Z - --- - 7 12 t J a a cn Q n a' D N a) r �, Z N m O"Lu (A N: U- � O J Z OCD N i Q co N W- of d" li. V'13 'M 710 I-- Z- �; + s-- ar + ; -_ p d -la_ + �,> - m st +> r7li. +��> ___ E 710 a -w �w U ,nQw� w Low -w ,nQin� Ww 708 ; -�, - _ tQ-'� w .,z- m .. t¢-� V) U - Qow� ��az- o Q> -3 -� �ow� ---- 708 u)Z : �Z�Z 706 - _- - - - --{ - -- ' - -- 706 704�_-_ I INSTALL 10.00; - LF -_ OF 704 18" RGJ;-RCP 0 -I-0.20% i ' INSTALL 20.03 LF OF f 702 ,INSTALL' 25.42 L OF���_ 18" RGJ-RCP ®0.151 !- 18 RGJ-RCP ®-0.12% ; 702 700 - -- -- ---- - -- { - - ` ---- -- ---- ' 700 SECTION SCALE 1"=50' HORIZ.\,7 1"=5' VERT. 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 700 14 V)cn 1 II LANDSCAPE LOT H H C> 0 O to 0 Lo V) � it i Q _ >> 0 Q> - N o rJ I /1 r �I _ LANDSCAPE LOT J N� o d co Q- 1 J 1 A r J o SEE SHEET 12 v Op p o, QO O Q 1- H C5, O �' N C3 H M �O O U UU z to o I J I J I d ui 40' o ao 12.5' _¢v 6 o o '' z l X12.5' 15' zoom \ 5 `� z to cci co I N' (� I ,�� 7 I 8 °� _¢ U 1 v U 1 0 Lim N Zw co r- 0 coNl - v I _ I N 73 w ++ ( 9 \ Q ^ 00 V CO to Z aWa t mVf' N O- � O � W ^ N Cb r I C' Oy w D` si \ OJO +W-- or- + I + I � pJ+ I ? a aou)u Z dd / �xQ 4 \ �� N ��Nfn1 a I Q (I o� Q n ^x 611 NToRM S> A 9 FL G' / 10 q� q� 8 " 42" DRAIN- �n- F_ 9 'ox 7ypF My oRgN2 w s / 1 11+00 S60.21'33 E_ _ 12+00 D PUBLIC _ N 1 +00 272.88' ♦ 86 „� 26 �� �C��. 092j q `Np �jOUe>>j, -I - S60.21'33"E --F - - - -�--280.45' 24. X827 �/C S S60.21'33"E S 8" SEWER 1p i� 284.60' �Q \ SS9 1�k29 0 31 9��T My � FL ;� N \"oo S�P'SEWER MANHOLE N 500LT.= 14+17.51 C.L• STA, 3 99, SEWER 3--�P/LTA- � - � �U ♦ �STA.1� Of J � q - i CD O I p I o �� \ I 1 Z II o_co II 1 N I N I N p w IC6Q2 i W �� O Lo co V- M snW M ��' 00 `� LV O 1 L / 00 M O� NN >_ 1 <va po i d•o ao° d- w I I <* I tow co e} z 1 oJ3 oZJW NI ± I N I �z -iw Nom/ 18 11 v Q 2 18' 1 18' jzk W v N w U ,moi I d 1 Q w in N Q o 27' , JO cod' n o rn rn N ( I cn cn p C4 CS o ?)' / m 27 = rnrn z = o =0 / CU -,m z co z 0; a; + Qz IoL d 8080LI DRIVE Q TOP rC o+o oo 1 , II w C3 d J SEE SHEET 9 •- W M M SE �SI F ORS > o; vci �� w oo N� �� Ld U)o U)V 4 aj N M Q� 30 W o� C W o�w z UO W N U I— �NN CICADA DRIVE, -00 (PRIVATE STREET) o o � F co SCALE: 1" = 50' HORIZONTAL ULo M o 1" = 5' VERTICAL .-N Z Qa CURVE TABLE GO U) En CURVE RADIUS LENGTH TANGENT DELTA 1 52.00' 76.85' 47.38' 84"40'49" 2 52.00' 99.65' 73.99' 109"48'07" 15 16 17 18 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 700 744 742 740 738 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 10 11 12 13 14 15 Al.ZQ-fd t 7 7 740 738 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 �I i -z oN RECORD DAA'="'iNG Z� /. 9 - &q S --� / —3 .,4 LEGEND: ABBREVIATIONS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CL CENTERLINE SMH SEWER MANHOLE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. INV INVERT SCO SEWER CLEANOUT UNLESS OTHERWISE NOTED. SD STORM DRAIN SDMH STORM DRAIN MANHOLE 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS MH MANHOLE EXIST EXISTING UNLESS OTHERWISE NOTED. CB CATCH BASIN ELEV ELEVATION 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE JB JUNCTION BOX RW RIGHT OF WAY UNLESS OTHERWISE NOTED. C/G FL. CURB & GUTTER PL PROPERTY LINE' FLOWLINE CONSTRUCTION NOTES: DIA. DIAMETER T TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION STUB AND PLUG SEWER LINE WITH PHASES 81$9 �' / 1 AND 2 CONSTRUCTION. REMOVE PLUG AND EXTEND SEWER LINE WITH CONSTRUCTION S CONSTRUCT SEWER PER CITY STANDARDS OF PHASE 3. 2 PLUG STORM DRAIN LINE WITH PHASES 1 ® CONSTRUCT SEWER MANHOLE AND 2 CONSTRUCTION. REMOVE PLUG AND TYPE "A" PER C.O.B. STD. SW -4, INSTALL STORM DRAIN MANHOLE OR CATCH BASIN WITH CONSTRUCTION OF PHASE 3. 0 CONSTRUCT SEWER CLEANOUT ALL SEWER LATERALS ALONG GARDEN VIEW LANE PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. ----D CONSTRUCT STORM DRAIN PER CITY STANDARDS 44 PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. 0 CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: TYPE "A"-48" PER C.O.B. STD. SW -4, SECTION LETTER UNLESS NOTED OTHERWISE mom CONSTRUCT CATCH BASIN A L - - - -, ) TYPE "A" PER C.O.B. STD. D-14. Z SHEET WHERE SECTION IS SHOWN— 15 16 17 18 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 700 744 742 740 738 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 10 11 12 13 14 15 Al.ZQ-fd t 7 7 740 738 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 �I i -z oN RECORD DAA'="'iNG Z� /. 9 - &q S --� / —3 .,4 INTERSEC7ION/B.0 14 STq. / U ' STq. 9+18 32, C.L. N68 55'21 rE D. 12+49. 68, C L S�EWs WANIS Y DRIVE= h EE ATCH BgSlN NO. g SHEET 11 STORM DRAIN18" DRAIN SEE M.H. NO. 17 ' 18 \1 SHEET 11 8 Tia 13 N2110439. IN 27' 27' c s4EwSEWAY W W l to 7 -AA 7 7; T 7 r 72 72 72 711 711 71A 7129 71C 708 706 704 702 700 698 ii � II C) 17, n V NO H A ,� j,J ~ A w i N � I J M Lo ~ O Z J� N Z —� W J F- 'n F— U O ' 1 W W U in I I 00 I O I z U N M M o M 00 �� C o Lo � 1 7 d Q O =nom 1 N ' 1 -' �� M i `'� " w d� lq' , Q o rn 1 Q �- I Qz Coco v> to oo ' `� ' M i t° ci 24-C.0) i NN 19 20 21 22 +} 23 Ios co c ci --_-_\ v� cncn 1 I i N� co Q I I _ d iQ- V - 314.35' - `n N v PA E 11+00 _ 16 02'49" 12+00 FL 00 N 16+00 T=315.75' _ SEWER 295-69' S - - 13-+ 00- - _ R=2240.00' 14+00 L=627_37' 15+00 _ - " - `•�S -100.00 W N5952'06i E +- 8" SEWER 285.39' -00 1, 54'5653E 6 SE`�CR FL N 38.62 cv / rn '- _ _ _ _ _ _ - - �.. ' N ' N _— -b U) p �PA i i M N N 3 3 4, 1 � I Nco 3 � 2 � 31 ¢ � N N o N 25 � � 2 + 1 V I U ,� M 1 1 Z o 28 1 27 M 26 00 1 c 30 1 29 � o N + ( N i + i s �= co i I d I Q I to o cn W r H A 5 r 1 m \ '54'0 1 • � MOSS DRIVE= � INTERSECTION/C•L. SPANISH STA 22, C.L. •D.IICKET 12+21.WAY STA• A2W� i7ol Lo o ZHICKET WAY -,m) EE SEE SHT 11 41 SPANISH MOSS DRIVE CURVE TABLE (PRIVATE STREET) CURVE RADIUS LENGTH TANGENT DELTA SCALE: 1" = 50' HORIZONTAL 1 52.00' 81.68' 52.00' 1 90"00'00" 1" = 5' VERTICAL 2 52.00' 79.89' 50.24' 88'01'29" 3 r 29 nn'I 82.95' j 53.28' 1 91 -23'40- 16vav 17 34 32 30 28 '.6 !4 2 '0 B 5 I` 3 73 73 73 73; 731 7D 72E 724 722 720 718 716 714 712 710 .T O iso p 48 co O U• + i M 49 ; N I � I O= c`' o. /v \ i 0 50 51 ' 52 ^�'�' ' cv- cv 9x 1 Q I ocli_. `� / X JX 78 ov, 47 6" SEWER ��P `��� / / N45 -52'52"W 268.83' - `" + FL 12+00 '—�— S47'27'56"E 11+00 221.73 54 N FL 3 46 __ _ O°. 43 NIK C) F-1 00 co c\1 P' rn o Q� 45 �o O I rn M O 44 43 42 �- N w N ' o o 11 0 = 3 + cvJ rn 14- z ~ N N0 12' 12' U) w tP CU 4i -� J n ,,P-7 J (n �6 s 16 I GIVERNY WAY Q co coW o ro o s ++Q' o `•r,�jos \ I to ? Q Q 1 cn c~n c� N \ 11 45. N620' 521 "E INTERSEC7ION/B.0 14 STq. / U ' STq. 9+18 32, C.L. N68 55'21 rE D. 12+49. 68, C L S�EWs WANIS Y DRIVE= h EE ATCH BgSlN NO. g SHEET 11 STORM DRAIN18" DRAIN SEE M.H. NO. 17 ' 18 \1 SHEET 11 8 Tia 13 N2110439. IN 27' 27' c s4EwSEWAY W W l to 7 -AA 7 7; T 7 r 72 72 72 711 711 71A 7129 71C 708 706 704 702 700 698 ii � II C) 17, n V NO H A ,� j,J ~ A w i N � I J M Lo ~ O Z J� N Z —� W J F- 'n F— U O ' 1 W W U in I I 00 I O I z U N M M o M 00 �� C o Lo � 1 7 d Q O =nom 1 N ' 1 -' �� M i `'� " w d� lq' , Q o rn 1 Q �- I Qz Coco v> to oo ' `� ' M i t° ci 24-C.0) i NN 19 20 21 22 +} 23 Ios co c ci --_-_\ v� cncn 1 I i N� co Q I I _ d iQ- V - 314.35' - `n N v PA E 11+00 _ 16 02'49" 12+00 FL 00 N 16+00 T=315.75' _ SEWER 295-69' S - - 13-+ 00- - _ R=2240.00' 14+00 L=627_37' 15+00 _ - " - `•�S -100.00 W N5952'06i E +- 8" SEWER 285.39' -00 1, 54'5653E 6 SE`�CR FL N 38.62 cv / rn '- _ _ _ _ _ _ - - �.. ' N ' N _— -b U) p �PA i i M N N 3 3 4, 1 � I Nco 3 � 2 � 31 ¢ � N N o N 25 � � 2 + 1 V I U ,� M 1 1 Z o 28 1 27 M 26 00 1 c 30 1 29 � o N + ( N i + i s �= co i I d I Q I to o cn W r H A 5 r 1 m \ '54'0 1 • � MOSS DRIVE= � INTERSECTION/C•L. SPANISH STA 22, C.L. •D.IICKET 12+21.WAY STA• A2W� i7ol Lo o ZHICKET WAY -,m) EE SEE SHT 11 41 SPANISH MOSS DRIVE CURVE TABLE (PRIVATE STREET) CURVE RADIUS LENGTH TANGENT DELTA SCALE: 1" = 50' HORIZONTAL 1 52.00' 81.68' 52.00' 1 90"00'00" 1" = 5' VERTICAL 2 52.00' 79.89' 50.24' 88'01'29" 3 r 29 nn'I 82.95' j 53.28' 1 91 -23'40- 16vav 17 34 32 30 28 '.6 !4 2 '0 B 5 I` 3 73 73 73 73; 731 7D 72E 724 722 720 718 716 714 712 710 .T O iso p 48 co O U• + i M 49 ; N I � I O= c`' o. /v \ i 0 50 51 ' 52 ^�'�' ' cv- cv 9x 1 Q I ocli_. `� / X JX 78 ov, 47 6" SEWER ��P `��� / / N45 -52'52"W 268.83' - `" + FL 12+00 '—�— S47'27'56"E 11+00 221.73 54 N FL 3 46 __ _ O°. 43 NIK C) F-1 00 co c\1 P' rn � W of Lo 3 0 o >-U (o mOf Z >o WC -3 cj J _I oo60 F=lpo? C-) o� W M+ F-- N z ¢a U)U) 12 13 738 736 734 732 730 728 726 724 722 '20 '18 16 14 12 .10 IV / ,/ co LE GEN 6 "' ;�. . W in Z ;; �Q ABBREVIATIONS zz \ �T�r CIVIL c��� CL CENTERLINE SMH SEWER MANHOLE NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" �CFCR�\rr�, 1.�. � I„(� �„ INV INVERT WITH 3.5' OPENINGS PER C.O.B. STD. D-14. _ W > SCO SEWER CLEANOUT UNLESS OTHERWISE NOTED. �.. SD STORM DRAIN SDMH STORM DRAIN MANHOLE �-� r'rG !JJ - MH MANHOLE EXIST EXISTING 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS 0 CB CATCH BASIN ELEV ELEVATION UNLESS OTHERWISE NOTED. UJ JB JUNCTION BOX RW RIGHT OF WAY 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE C/G CURB & GUTTER PL PROPERTY LINE UNLESS OTHERWISE NOTED. �)/ ��L t'7co FL FLOWLINE DIA. DIAMETER CONSTRUCTION NOTES: �fco z m = o g189 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O STUB AND PLUG SEWER LINE WITH PHASES = cc 1 AND 2 CONSTRUCTION. REMOVE PLUG AND = 6 CONSTRUCT SEWER PER CITY STANDARDS EXTEND SEWER LINE WITH CONSTRUCTION r s�--' OF PHASE 3. O PLUG STORM DRAIN LINE WITH PHASES 1 co co co 5 () ® CONSTRUCT SEWER MANHOLE Z TYPE "A" PER C.O.B. STD. SW -4, AND 2 CONSTRUCTION. REMOVE PLUG AND uj INSTALL STORM DRAIN MANHOLE OR CATCH Q Q n BASIN WITH CONSTRUCTION OF PHASE 3. © a M CONSTRUCT SEWER CLEANOUT O _ J PER C.O.B. STD. SW -6. ALL SEWER LATERALS ALONG GARDEN VIEW LANE ARE TO BE INSTALLED WITH PHASES 1 AND 2. y 0 o CONSTRUCT STORM DRAIN PER CITY STANDARDS 4 PUBLIC UTILITY EASEMENT TO BE DEDICATED 55102 m U � .. BY SEPARATE INSTRUMENT. 0 CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: Jr ®�11� TYPE "A"-48" PER C.O.B. STD. SW -4, r�[-- UNLESS NOTED OTHERWISE SECSECTION LETTER �� a A OFMAW CONSTRUCT CATCH BASIN W i TYPE "A" PER C.O.B. STD. D-14. 2 T SKEET WHERE SECTION IS SHOWN RECD-- ORD DRF�?'ti��PJu^, 00 45 _f O I rn M O 44 43 42 �- N 00 N ' o o 41 1 �C14 1 + cvJ rn 14- z O v o O Q Q F- v'li 12' 12' U) 27' 27' H MONARCH DRIVE cn SEE SHEET 5 GIVERNY WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL � W of Lo 3 0 o >-U (o mOf Z >o WC -3 cj J _I oo60 F=lpo? C-) o� W M+ F-- N z ¢a U)U) 12 13 738 736 734 732 730 728 726 724 722 '20 '18 16 14 12 .10 IV / ,/ co LE GEN 6 "' ;�. . W in Z ;; �Q ABBREVIATIONS zz \ �T�r CIVIL c��� CL CENTERLINE SMH SEWER MANHOLE NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" �CFCR�\rr�, 1.�. � I„(� �„ INV INVERT WITH 3.5' OPENINGS PER C.O.B. STD. D-14. _ W > SCO SEWER CLEANOUT UNLESS OTHERWISE NOTED. �.. SD STORM DRAIN SDMH STORM DRAIN MANHOLE �-� r'rG !JJ - MH MANHOLE EXIST EXISTING 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS 0 CB CATCH BASIN ELEV ELEVATION UNLESS OTHERWISE NOTED. UJ JB JUNCTION BOX RW RIGHT OF WAY 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE C/G CURB & GUTTER PL PROPERTY LINE UNLESS OTHERWISE NOTED. �)/ ��L t'7co FL FLOWLINE DIA. DIAMETER CONSTRUCTION NOTES: �fco z m = o g189 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O STUB AND PLUG SEWER LINE WITH PHASES = cc 1 AND 2 CONSTRUCTION. REMOVE PLUG AND = 6 CONSTRUCT SEWER PER CITY STANDARDS EXTEND SEWER LINE WITH CONSTRUCTION r s�--' OF PHASE 3. O PLUG STORM DRAIN LINE WITH PHASES 1 co co co 5 () ® CONSTRUCT SEWER MANHOLE Z TYPE "A" PER C.O.B. STD. SW -4, AND 2 CONSTRUCTION. REMOVE PLUG AND uj INSTALL STORM DRAIN MANHOLE OR CATCH Q Q n BASIN WITH CONSTRUCTION OF PHASE 3. © a M CONSTRUCT SEWER CLEANOUT O _ J PER C.O.B. STD. SW -6. ALL SEWER LATERALS ALONG GARDEN VIEW LANE ARE TO BE INSTALLED WITH PHASES 1 AND 2. y 0 o CONSTRUCT STORM DRAIN PER CITY STANDARDS 4 PUBLIC UTILITY EASEMENT TO BE DEDICATED 55102 m U � .. BY SEPARATE INSTRUMENT. 0 CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: Jr ®�11� TYPE "A"-48" PER C.O.B. STD. SW -4, r�[-- UNLESS NOTED OTHERWISE SECSECTION LETTER �� a A OFMAW CONSTRUCT CATCH BASIN W i TYPE "A" PER C.O.B. STD. D-14. 2 T SKEET WHERE SECTION IS SHOWN RECD-- ORD DRF�?'ti��PJu^, CQ L g rno O N Z � 4 C. 2Q _ �a Q� h o 119.04, - N51 p3' " IP 42" DRDR� BLIT ELOTr -- — - SE E �N3 742 740 738 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 694 F H A S r (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 4 w. - ;1,v- • 5 1 P• W RAD - C S2g•38'2� IN�RSECiION BOBOLI DRNE. 17+21.285 CL CICADA DRNE 'TA• 10k76' , STA• CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1260.00' 1260.00' 63.37' 31.69' — 02'52'53" 2 1260.00' 121.07' 60.58' 88'01'29" 3 52.00' 76.85' 47.38' 84'40'49"" 10 11 12 13 14 15 16 17 742 740 738 736 734 732 730 728 726 724- 722 720 718 716 714 712 710 708 706 704 702 700 698 696 694 18 d- OI O I co M - I = O) W2 F- O W I IN N I N IOf O (pdNZto J o I� C41 W Q U O Z , O I O N ^�>' MO 1 57 : W c4 C-17 I r` o�NW00 C- 1 18' 18 I r� I 1 ai z J a- :t 3 m 1 z C> �,17 I + + � �W W �. � o-- I a � o + ,�5, 23 0 1 22 I 21 Z Nw� Z^ is ,8' + � a� ,� Q� 27' 27 27 a I d I + m ,,� u -i 27 a Q ~ ~ N �p W n c0 O N Fa-- "' TOPIARY DRIVE `� `�' Q uj N < N Z BOBOU DRYS pRAWNG Nz cn SEE SHEET 4 , , r, '- Q a " - SEE LEFT SIDE TN ,�1 N o ¢tea. o a r EO wzo W 740 738 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 AURORA WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL in J J _ _ _.+_-_. 3 -INSTALL 299.2444444E OF 8'* SEWER 0.43%� -Y-- — i --- 11 z, ! ! H A r Cl TOPIARY DRIVE =o zW M BOBou DRIVE �m SEE SHEET 4 ww M LEFT SIDE SIS DWG' Q m ---- ? — i — -- — {---� — I --I N JJ p I 0 O I p SEE Z UN LuLJy M i NZ UI ! jj ZO z U U I CU CU CD Lu O I O J a; -. i C.0 C3 j O Z • Ws' 0oo^S (n � I W v Q ;! ,�� i M Z ' S zoc4c4 I f�. M w» w w W o0 0 34 133 1 32 rn NN 1 I w rn� Co � p N I 00 `_ r (nR' N N c0 i O -APPf3CIMATE`Pt1�t1SHED._�-�-- -?---- � -T-- —��, U to z GRADE ® CENTERLINE o+ + „ �+cncn , m ao 0 0 (n 19 0_ � ci v PA � / W = mU li Of Qf Lu I � INVERf 18" DRAIN- � �` a — ---' M �°-' 56 ' 0 i i W i "' OD '� N r � •��• � ♦1 ♦1 z •' 4 e� N40'33'2_6"W11+00 ' 12+0 298.62' INVERT 8" i SEWER W W _ U: _ _ 1 N40'33'26 W S a0 ^ 8" SEWER 299.24' Of Woo 18- I .- N Lo 5' i I 0 O N F-! N O if ( W O F -PL T- J nz ♦ ioz M a U a1 1 co ao d- OI O I co M - I = O) W2 F- O W I IN N I N IOf O (pdNZto J o I� C41 W Q U O Z , O I O N ^�>' MO 1 57 : W c4 C-17 I r` o�NW00 C- 1 18' 18 I r� I 1 ai z J a- :t 3 m 1 z C> �,17 I + + � �W W �. � o-- I a � o + ,�5, 23 0 1 22 I 21 Z Nw� Z^ is ,8' + � a� ,� Q� 27' 27 27 a I d I + m ,,� u -i 27 a Q ~ ~ N �p W n c0 O N Fa-- "' TOPIARY DRIVE `� `�' Q uj N < N Z BOBOU DRYS pRAWNG Nz cn SEE SHEET 4 , , r, '- Q a " - SEE LEFT SIDE TN ,�1 N o ¢tea. o a r EO wzo W 740 738 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 W] 11 12 13 740 738 736 734 732 730 728 726 724 22720 /Z/- 720 718 716 714 712 710 708 706 704 702 700 698 696 41 OW -!G LEGEND: ou 3 0 ^I C I ABBREVIATIONS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CL CENTERLINE SMH SEWER MANHOLE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. INV INVERT SCO SEWER CLEANOUT UNLESS OTHERWISE NOTED. SD STORM DRAIN SDMH STORM DRAIN MANHOLE 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS MH MANHOLE EXIST EXISTING UNLESS OTHERWISE NOTED. CB CATCH BASIN ELEV ELEVATION 3) ALL SEWER AND STORM DRAIN LINES ARE PRIV JB JUNCTION BOX RW RIGHT OF WAY UNLESS OTHERWISE NOTED. C/G CURB & GUTTER PL PROPERTY LINE �r o FL FLOWLINE DIA. DIAMETER CONSTRUCTION NOTES: g o TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O STUB AND PLUG SEWER LINE WITH PHASES g1a 1 AND 2 CONSTRUCTION. REMOVE PLUG AND EXTEND 'SEWER LINE WITH CONSTRUCTION �t 6c► S CONSTRUCT SEWER PER CITY STANDARDS OF PHASE 3. N 55102 PLUG STORM DRAIN LINE WITH PHASES 1 I CONSTRUCT SEWER MANHOLE AND 2 CONSTRUCTION. REMOVE PLUG AND ® TYPE "A" PER C.O.B. STD. SW -4, INSTALL STORM DRAIN MANHOLE OR CATCH ,A Ex Of Ix BASIN WITH CONSTRUCTION OF PHASE 3.. © CONSTRUCT SEWER CLEANOUT 3 ALL SEWER LATERALS ALONG GARDEN VIEW LANE��� PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. � OF AIJ -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® PUBLIC UTILITY EASEMENT TO BE DEDICATED A, BY SEPARATE INSTRUMENT. ® CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: TYPE "A"-48" PER C.O.B. STD. SW -4, SECnON LETTER = UNLESS NOTED OTHERWISE _ CONSTRUCT CATCH BASIN - - - - - 'NmRAAL Nl u TYPE A PER C.O.B. STD. D-14. 2 SHEET WHERE SECTION IS SHOWN AURORA WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL in J J _ _ _.+_-_. -INSTALL 299.2444444E OF 8'* SEWER 0.43%� -Y-- — i --- ! ! zW ww M .-- Z ---- ? — i — -- — {---� — -- — --I N N ZNto a r i O i a I I LuLJy M i NZ UI ! z U U -j —o �� Lu I ! j O Z I" i C (n U w W v Q ;! '�� a0) f�. w» w w I� ! ww � v -- - --j—j---'- -�+w ww --1 W ILLI�ZZ i -APPf3CIMATE`Pt1�t1SHED._�-�-- -?---- -T-- —��, R- GRADE ® CENTERLINE , m ao 0 0 ci v Of Qf Lu I! INVERf 18" DRAIN- a a ' 0 i i • 'r � r � •��• � ♦1 ♦1 •' 4 e� ! i INVERT 8" i SEWER W W U: ckf Of Woo t Lo I 0 O N F-! N O C-4 nz MC -4 �_; a i Z'o 1104! I _ ZLCL��Q CU CO 4- ----------+-- t -� -- !------+--Yn clad -._Q W 04 m rl) o� n o i WE D co W; -----p- �_- �_ -_ --{-- - a 1"W 04 J MW 1 JJ; LLJ i INSTALL 39.67 LF OF � i t f ! i i 18" RGJ-RCP @;-0.13% W] 11 12 13 740 738 736 734 732 730 728 726 724 22720 /Z/- 720 718 716 714 712 710 708 706 704 702 700 698 696 41 OW -!G LEGEND: ou 3 0 ^I C I ABBREVIATIONS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CL CENTERLINE SMH SEWER MANHOLE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. INV INVERT SCO SEWER CLEANOUT UNLESS OTHERWISE NOTED. SD STORM DRAIN SDMH STORM DRAIN MANHOLE 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS MH MANHOLE EXIST EXISTING UNLESS OTHERWISE NOTED. CB CATCH BASIN ELEV ELEVATION 3) ALL SEWER AND STORM DRAIN LINES ARE PRIV JB JUNCTION BOX RW RIGHT OF WAY UNLESS OTHERWISE NOTED. C/G CURB & GUTTER PL PROPERTY LINE �r o FL FLOWLINE DIA. DIAMETER CONSTRUCTION NOTES: g o TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O STUB AND PLUG SEWER LINE WITH PHASES g1a 1 AND 2 CONSTRUCTION. REMOVE PLUG AND EXTEND 'SEWER LINE WITH CONSTRUCTION �t 6c► S CONSTRUCT SEWER PER CITY STANDARDS OF PHASE 3. N 55102 PLUG STORM DRAIN LINE WITH PHASES 1 I CONSTRUCT SEWER MANHOLE AND 2 CONSTRUCTION. REMOVE PLUG AND ® TYPE "A" PER C.O.B. STD. SW -4, INSTALL STORM DRAIN MANHOLE OR CATCH ,A Ex Of Ix BASIN WITH CONSTRUCTION OF PHASE 3.. © CONSTRUCT SEWER CLEANOUT 3 ALL SEWER LATERALS ALONG GARDEN VIEW LANE��� PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. � OF AIJ -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® PUBLIC UTILITY EASEMENT TO BE DEDICATED A, BY SEPARATE INSTRUMENT. ® CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: TYPE "A"-48" PER C.O.B. STD. SW -4, SECnON LETTER = UNLESS NOTED OTHERWISE _ CONSTRUCT CATCH BASIN - - - - - 'NmRAAL Nl u TYPE A PER C.O.B. STD. D-14. 2 SHEET WHERE SECTION IS SHOWN in J J �cn �U) zW ww M ZDq � O O z U U 0 (n U w U = > � v W m ao 0 0 ci v Of Qf Lu W a a 0 � SQ S�2 W W U: ckf Woo Lo 0 O N N O s- 8" SEWER W 262.39 00 0 N 4 1 14+00 N43'51'0� E.-• S 1�ko - 12+00 13+00 _ _ 1_ / �� ♦ 10+00 - - - - �- - �,, o��• 11+00 � ^ s 1 19 74 O`� ���C``� // "" -- F-- FL- - - - - - _ - FL _ N 5,9/9 y�-p lb, �r � P/L �- u o a r II 0 30.05' 27.20' �p�L o n r 1 �c5,`Sx�y\♦ Co // M I I �� i oo`' f t_ � rn o N 1 M>' '`' x� `fl�'SO� Q` x ro I (ri 1 (o I 1 cv W I a 11 O y� 0�x / M I I O I Npl) n Op I N �cn I� N NM ao n N uida�l.I w Trial � o -� I ' per' 06 C7Gj�Q' + I I I (O O 3 ( (V IZ N tf) O cfl } is ?R � I rj n Z UN N F- UN O ro Z JW d+' o0'p + 1 + 1 `') I + J I rd7 I0 a+ w +• 1 Yv 1 < I o I + 1 "' = (D too I N ,In i z In (`no z � 1? ci (n z22121 1 a �? � -�' (~n 20 75 `� 76 77 N 78 I79 z NN I 80 ~ Z p M+ I Q oo 22 121 N o00 Ix Of .- N W HF- U ��d'+ J J J rJ J a� cn+-+ r H A o(� 81�� W V) V)0 Z Q� KATYDID DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 724 , --- -_ --- --- - - - ----- - - --T - --- - — - ; --- - ---- ---- ----- i, I , ! , E 722 -- - -._- -_ i i I 720INSTALL 136.71 LF OF r— (�--�________ INSTALL 262.39 LF OF 8" SEWER 0 0. 8" SEWER @ 0.35% SEE- SHEET -1 - FOR --CONTINUATION_ 718 i— I I W NO I , t : 716 -- + ---- -- - - ' - - i ZZ i i I j j 1 O a0 u0 I i i i i 714- _ i I S N 3 I 712 r ---- i I WW N 710 ------;------ -- -- - ----- -� ¢»--cof, - - --- --APPROXIMATE--FINISHED - >o> ui U) v~izz c� I GRADE 0 CENTERLINES - ' j 708 ` - _ -- __---- --- - : : 706 704---- i t J ri cc w� i i : i i t 35% I INSTALL :100.00 LF NOTES 6" SEWER ® 2.15% z(o U n J CENTERLINE SMH SEWER MANHOLE i ! O Oi(6 vN j z n0 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. rh -c la W N :: SD —J +> i W V - N +O o o O I Z r N r ! Q j j --- - 4 rY T J J I W W 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE i <1 CS �U cr, � t J• ! i - CONSTRUCTION I m ! i ------- Iuj FLOWLINE DIA. DIAMETER ii I g S o CL N i 1 O O F= 3 I I 696 1 AND 2 CONSTRUCTION. REMOVE PLUG AND a�8• - - ---1694 - -- - - i --- EXTEND SEWER LINE WITH CONSTRUCTION 692 16 ' ' - OF PHASE 3. S Q (n 2 PLUG STORM DRAIN LINE WITH PHASES 1 ® CONSTRUCT SEWER MANHOLE i W I ' TYPE "A" PER C.O.B. STD. SW -4, iLI ---.i-�--�i—� INSTALL STORM DRAIN MANHOLE OR CATCH TOPIARY DRIVE Rn - - -'' BASIN WITH CONSTRUCTION OF PHASE 3. 0 CONSTRUCT SEWER CLEANOUT O ALL SEWER LATERALS ALONG GARDEN VIEW LANE I PER C.O.B. STD. SW -6. Lq Q ! ARE TO BE INSTALLED WITH PHASES 1 AND 2. I r �1 Q4 PUBLIC UTILITY EASEMENT TO BE DEDICATED SEE SHEET 4 CONSTRUCT STORM DRAIN PER CITY STANDARDS I i i BY SEPARATE INSTRUMENT. ® ( � ` r rPERENNIAL P � of TYPE "A"-48" PER C.O.B. STD. SW -4, 15 SECTION LETTER V r J ---- -- -- 4 CONSTRUCT CATCH BASIN O'I w SOLSTICE WAY �� �� 726 724 i--_-��- V E RsNNIAL PLACE oz SHEET - 724 CHAMOMILE WAY Sib,18 FINISHED GRADE LLQ 722 - -- - +-- N in -- 722 SEE 1S8HEET 18 � + + � Ycoo 720 ' 1$, 6 ctu 718 �_ _ _ — SHEET 6 718 I � 27' 27' 962 Z Z U ' ! INVERT 18" DRAIN i 8. 1 27' 27' vi -4--� - .�„� V) _ _ 27' 27' 18 j , O 12' z 12' • N37 -25'16"W �' r"v' oa 1 >=O0 710 - - - Z U U > '' -- 710 ! N29 5153 " !J J _, 708 - __I __ _fl > _,__-__m +c6-0_______, ' r ( 63 UJ V) _j 62 0<> '- Z 1 0 �o W 55 Q 23 , W sTAN�RSECJION/E. ; I ! 704 -18" RC1-RCP-@--0.1-1%-4- 73 704 o0 Z ' i CONTINUATION 1 ;W I (0 � + o� m T STA. 10 fi75.13 CL K Sso'o8'0711 _K4 Z 3 � _ y .a. _ y \ ¢� �' `n v' j 1"=5' VERT. 12. IZ ) ? ,Q� �+�� N RAD 36, Cf HA �I MI pR/VE_ J w P/L 12' / \ �' (00 ar ,Q P/L ------" �/ 2 _�_ LE WAY -� m ZD a I 1 -- - - - _ _ __ J� -- -- - _ FL j i •— / `• S60'08'42" ' " SE`IIER" 1153 0 s- 8" SEWER W 262.39 00 0 N 4 1 14+00 N43'51'0� E.-• S 1�ko - 12+00 13+00 _ _ 1_ / �� ♦ 10+00 - - - - �- - �,, o��• 11+00 � ^ s 1 19 74 O`� ���C``� // "" -- F-- FL- - - - - - _ - FL _ N 5,9/9 y�-p lb, �r � P/L �- u o a r II 0 30.05' 27.20' �p�L o n r 1 �c5,`Sx�y\♦ Co // M I I �� i oo`' f t_ � rn o N 1 M>' '`' x� `fl�'SO� Q` x ro I (ri 1 (o I 1 cv W I a 11 O y� 0�x / M I I O I Npl) n Op I N �cn I� N NM ao n N uida�l.I w Trial � o -� I ' per' 06 C7Gj�Q' + I I I (O O 3 ( (V IZ N tf) O cfl } is ?R � I rj n Z UN N F- UN O ro Z JW d+' o0'p + 1 + 1 `') I + J I rd7 I0 a+ w +• 1 Yv 1 < I o I + 1 "' = (D too I N ,In i z In (`no z � 1? ci (n z22121 1 a �? � -�' (~n 20 75 `� 76 77 N 78 I79 z NN I 80 ~ Z p M+ I Q oo 22 121 N o00 Ix Of .- N W HF- U ��d'+ J J J rJ J a� cn+-+ r H A o(� 81�� W V) V)0 Z Q� KATYDID DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 724 , --- -_ --- --- - - - ----- - - --T - --- - — - ; --- - ---- ---- ----- i, I , ! , E 722 -- - -._- -_ i i I 720INSTALL 136.71 LF OF r— (�--�________ INSTALL 262.39 LF OF 8" SEWER 0 0. 8" SEWER @ 0.35% SEE- SHEET -1 - FOR --CONTINUATION_ 718 i— I I W NO I , t : 716 -- + ---- -- - - ' - - i ZZ i i I j j 1 O a0 u0 I i i i i 714- _ i I S N 3 I 712 r ---- i I WW N 710 ------;------ -- -- - ----- -� ¢»--cof, - - --- --APPROXIMATE--FINISHED - >o> ui U) v~izz c� I GRADE 0 CENTERLINES - ' j 708 ` - _ -- __---- --- - : : 706 704---- i t J )F i i : i i t 35% I INSTALL :100.00 LF NOTES 6" SEWER ® 2.15% z(o U n J CENTERLINE SMH SEWER MANHOLE i ! O Oi(6 vN j z n0 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. rh -c la W N :: SD —J +> i W V - N +O o o O I Z r N r ! Q j j --- - 4 rY T J J I W W 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE i <1 CS 1 i N (n Z - --+- � t J• ! i - CONSTRUCTION I m ! i ------- Iuj I : 702 ; -----' 700+ - - �k.--- -- ' INV. 8" SEWER INV. 8" SEWER - - -- — I 698 i--- -- - ---i-- --- - -I - -_.-. - _-- i 696 --- - --- 694`'694' -----=- j , 692----- ' - - _ ---- -� -- �_ 10 - ---- 11 12 13 i )F i RADIUS LENGTH ABBREVIATIONS NOTES z z(o U n J CENTERLINE SMH SEWER MANHOLE i ! O Oi(6 vN j z n0 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. _ Q i tLi INVERT SCO SEWER CLEANOUT W N :: SD —J +> i W V 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS cr MANHOLE EXIST EXISTING Q j (p w z W i_? CATCH BASIN ELEV ELEVATION �o ! >4ckf ci ; 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE i <1 CS JUNCTION BOX RW RIGHT OF WAY a www I - I - -- w V, w Z Z UNLESS OTHERWISE NOTED. C/G I o=1 0 CONSTRUCTION I m ! i ------- FL FLOWLINE DIA. DIAMETER ii I g S o CL N i 1 i 14 6" SEWER ® r1.00% 15 co N 0 z J 0 Z Q 2' 3 W LEGEND: CURVE RADIUS LENGTH ABBREVIATIONS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CL CENTERLINE SMH SEWER MANHOLE 718 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. INV INVERT SCO SEWER CLEANOUT 3 t42 UNLESS OTHERWISE NOTED. SD STORM DRAIN SDMH STORM DRAIN MANHOLE - 714 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS MH MANHOLE EXIST EXISTING '712 UNLESS OTHERWISE NOTED. CB CATCH BASIN ELEV ELEVATION { O : n Q +>> i w W I 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE JB JUNCTION BOX RW RIGHT OF WAY a www I - I - -- w V, w Z Z UNLESS OTHERWISE NOTED. C/G CURB & GUTTER PL PROPERTY LINE CONSTRUCTION NOTES: FL FLOWLINE DIA. DIAMETER 1702 k 720 g S o TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O STUB AND PLUG SEWER LINE WITH PHASES t i I I I 696 1 AND 2 CONSTRUCTION. REMOVE PLUG AND a�8• - - ---1694 - -- - - i --- EXTEND SEWER LINE WITH CONSTRUCTION 692 16 ' ' - OF PHASE 3. S CONSTRUCT SEWER PER CITY STANDARDS 2 PLUG STORM DRAIN LINE WITH PHASES 1 ® CONSTRUCT SEWER MANHOLE i AND 2 CONSTRUCTION. REMOVE PLUG AND I ' TYPE "A" PER C.O.B. STD. SW -4, iLI ---.i-�--�i—� INSTALL STORM DRAIN MANHOLE OR CATCH o Z Rn - - -'' BASIN WITH CONSTRUCTION OF PHASE 3. 0 CONSTRUCT SEWER CLEANOUT O ALL SEWER LATERALS ALONG GARDEN VIEW LANE I PER C.O.B. STD. SW -6. Lq Q ! ARE TO BE INSTALLED WITH PHASES 1 AND 2. I I" RGJ-RCP ®b.11 % N I Q4 PUBLIC UTILITY EASEMENT TO BE DEDICATED --p CONSTRUCT STORM DRAIN PER CITY STANDARDS I i i BY SEPARATE INSTRUMENT. ® CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: 14 TYPE "A"-48" PER C.O.B. STD. SW -4, 15 SECTION LETTER 728 - -- UNLESS NOTED OTHERWISE ---- -- -- A CONSTRUCT CATCH BASIN O'I TYPE "A" PER C.O.B. STD. D-14. M' - Q 2 726 724 i--_-��- SHEET WHERE SECTION IS SHOWN 14 6" SEWER ® r1.00% 15 co N 0 z J 0 Z Q 2' 3 W -- ----- ------ - ---- -- ---- CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 52.00' 75.88' 46.50' 83'36'16" 718 52.00' 75.36' 46.04' 83'02'21" 3 t42 4700.00' 234.49' 117.27' 02'51'31 " - 714 4700.00' 241.27' 1 120.66' 1 02'56'28" -- ----- ------ - ---- -- ---- i 724 i i I i { ---------------�------� ---�1297.85 ; 720 INSTALL LF OF ; i 8" SEWER ® -0.35% __ - - - --- LF 0 8 SEWER ® TV wZ_j3:---SEE-SHEET 6. FOR -----;i 718 z F 0-Z >- CONTINUATION I� —� — --- - ZAlt J(Da0 r T" I I U W- I f 716 J J 1 r — ! o (D 00 i i 0 z rn r r' Q -- - - - -ww I i - 714 ) -- - + -- -i ------- 3 +� r- - ---- ----. j '712 - 728 i f { O : n Q +>> i w W I �o ; X710 ! -- ----- t - ?i a www I - I - -- w V, w Z Z I 724 708 - - -- - : - - 706 ' L -. _ INV._8" JS€WER---' - ; 704 { --- ---- ---- ----- ---- i i 1702 k 720 700 - - i 698 __1718 t i I I I 696 716 { SIN - -- - - ---1694 - -- - - i --- i 714 i 692 16 ' ' - 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 694 37 U) �yI VlGu 40 in 11 728 726 724 722 ,Y -A0 -16 720 718 716 714 712 710 708 706 704 702 REu0RLl,0RilW,,,ll 12 13 SECIONA SCALE 1"=50' HORIZ• 10 1"=5' VERT. 728 726 724 722 720 718 716 714 712 i 710 j 708 I i 706 704 702 NN LOLO IN(n ------,-�-----f-------;---_.--- ; _�. ;------ -- -- ; 736 � __ - - - --- LF 0 8 SEWER ® -- 0.35% - - --- 734 —� — --- - ------= - ----- °Q ! -- M — — - 732 ' - !-- -- --- --- i - - G W-- - 730 -- - + -- -i ------- ! i O J 00 00 - --- Z U J df - 728 i f { O : n Q +>> i w W I i 726 { - - '- - - SHED ! -- ----- t - ?i a www I - I - -- w V, w Z Z I 724 2LINE —i - - r------� - ! T �-�----; ; 722 I i 720 i ----- - -- --- - { ----� ' -- ;- - a IZ __1718 t i I I I i •��� ( 716 { SIN - -- s •! - -- - - i --- i 714 i I � VERT 8" — �- - R SEWER �- ' ' - 712 --- - -- - --- - -._- 710 i 708 I ' --}--� iLI ---.i-�--�i—� 706 o Z Rn - - -'' 704 i — --� I a i z ! � o.9 o h -- +— 702 I i D ! I O Lq Q ! I I" RGJ-RCP ®b.11 % N I NZ i ..._ i I 698 ' ! i I I i i 696 -- - I i - -1694 14 15 728 - -- W - - -- Z --- ---- -- -- 728 Q O'I 726 l - _ M' - Q ---.---- 726 724 i--_-��- W 01 I - - - - - -- APPROXIMATE - 724 �o FINISHED GRADE 722 - -- - +-- - - --- ---- - +- --- -- -- - -- 722 720 - 720 718 718 i 716 INVERT 11 j — j 716 ! INVERT 18" DRAIN i —DRAIN 714-W V) 714 , O 712�_ O ZI _ w -- O N N 3 +� t,1-- --- 712 J >=O0 710 - - - o �- ----- - J >'a� a - -- 710 w (ri I 708 - __I __ _fl > _,__-__m +c6-0_______, 708 r ( �W I UJ V) _j ? 706r .-�___ 0<> '- Z Q a a o_ —.— --_a O w 706 i- ! (NZ�Z ; i INSTALL 108.08 LF OF ! 704 -18" RC1-RCP-@--0.1-1%-4- —1NSTAZC-1$ s--LF-OF-?_-- 704 SEE SHEET 5' FOR 1 18' RGJ-RCP 00.11% i CONTINUATION 702 702 SEQ_00NB SCALE 1"=50' HORIZ. 10 1"=5' VERT. } m z O V) W ui Q 0 q - I W= Lu z �= I r 0 w 3 W GARDEN o; Q o N s VIEW LANE p0C O Qp o} o N p MONARCH DRIVE 3 a w SEE SHEET 3 z J w "' c`' N SEE SHEET 5 '? � V) �Li � �8 28 a ci d wooer ( z ^ 18' 18' v <Ir z i zaW pNo M x u 27' 27 wz '� j U Of 3 WQff M 5 1 6 o , I 36 Z 'm I -'I p -Ji 0 -<~N_3 + z co I UU � ods aj C a �N ooc�ZN ( o + ' o oc� w o N a 1 o d rn, - d _N y U c/) 0+� w I Q �zN z°f0a¢z ci 1 o d Iw (o ++ H " cn o I t- F- w ir _N _N C� N N 0p h t0 N\ P/L N N / N Z¢ Q of ___ - ,�,a°O �'N i c FL NI 1 Q i Of N25'24'44"W 18" DRAIN °0 _ N 206.70' ccn SLANT CURB -X36'47 W-" 41 254.01' _ LANDSCAPE SEE STREET 11+0 " - -I LOT E JPLANS 1 N24'39'0 W N 243.341+�� 1 v FL I ! m SLANT CURB I d PASLANT STREET PLANS N 1) U ZI (V Z I ul II 11 J Q r- ¢ I 041 t- I m II af .. W m w p p l 00 °o `Cl n w ClM ly n x - � oo 50 I tp ^ �w O'06 m co W N W N W, m IN I t= T: 1- r I z �W 3N 00 -'w I m I oco N ;� 51 I I I w 37 Z vvW3i Lu eU cn e e U to N I Ni:z N p Om Odd s = �� 11 to ' (n 00 06 rnrn =oMo C" iO� m c;_j Lu dJ N I mm CO N z++ GARDEN z- j W a" MONARCH DRIVE mm N N ++ Z Q O>O I-wJ Z I- SEE SHEET 5 w ao 3 d a d d VIEW ESHEETJ 3 m 03 •� `` m 005 '� 3� d a N U) N cn V) ccnn m O+ N O W p 1- F- t- Q ,c 00 v Qmn w Q ESTUARY W I-�W Z � A Y NZp W In ,11111111111111111111 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 726 + -INSTALL-26.-64 -U- OF--' - ----r-- - -- - i -- ---- ; - - --- ---- OF 8" SEWER ®0.35% i ` i INSTALL X43.34 LF OF 8" SEWER 0 0.35% 724 : -- --- -- - rt - --- -- - -- T--- -- -- - 722 oZN-____-___ - 0 r $o$o Naz Z J s NOU JM } f m_ Lu 720 � � � �.�-----. ----- ------L----- i ---+_--- J C3 .v to ' = M J UM Q N r {JN �� 1 718 '- -- I- a5jj -a a g Q Q m O m 716 ----- vwi ccnnz?-U L� c~n_ i __- APPfi0AMATE FINISHED f ^� GRADE @ CENTERLINES 7141 -- - -- --_-' _ - -- - _ - - 712 I i ! 710 ` - --- -- 708 ____ • '- _ _ _� __ _____ _ i __, _ __ �_ __ NOTE: 706 - .- _! CONTRACTOR TO VERIFY- rt- i LOCA11OU -AND INVENT_- ; FUTURE i ELEV. OF EXISTING i i PHASE 3 ! SEWER LINE BEFORE j I 704 ` - - - CONSTRUCTION- OF- -_-: PHASE 3. I , 702 `-.--- ---------t- - - Z NVERT 8" •SEWER` <I_ ' 700 ------� -- - - --- -:--- ' --- �------- - -- - --- '- --- - ' - - - = --�RA►N - ---' , 698 Y -----Zi - ------____-- - --- - --'--- �N ---------�------- -------- Q i 696 ; ---- - - - - - - FUTURE --PHASE 3_- t VERT C4 NO 694 N - 1a` DRAIN— -_w-.CONTRACTOR-TO--VERIFY- i ". c' �---�z - ---_ -� i Q 9(n o z z z LOCATION AND INVERT j I t o Z W 0 3 =a, ELEV. OF EXISTING 692 -- - -_ _ ___ __ _ DRAIN LINE BEFORE._ 1 Z, n co c,4 ,� c i v CONSTRUCTION OF i - •- tJ o Q 0 PHASE 3. I 1='¢V N oM i I v� I 690 --- - 9 -- z z� z - -- -+- - -- -- --- ----- f j z a p= ol Q W i 688 —; a�++w-------- e0 zcn-_ WW Jnw2Hjj ONQ dO.pd(n�z i I 1 686 , - i N; z ; z z ----- --- - -- - =- ---- INSTALL X06.70 LF OF 18" RGJ-RCP 01.88%1 684 18 RGJINSTALL 31.54 LF OF -- --- }---- RCP - M 682- 10 11 12 718 ---- -- -- ' --- ; 718 716 ' {1 716 APPROXIMATE � ! IFINISHM GRADE ; 714 714 , 712; -- - __ - �-----I------- 712 710 710 -- - -INVERT" 7 __ -__ 708 { 118" DRAIN los I 706 I 704 `- -i�._ 0 702 o 3 1� ---- 702 O.Zz i Ca mil � � >;-co i 700 r-- - -z ooao -- -- 700 = v Z U JWM i 698 z �--+�0 _—� 698 Q ai .i r- I Q M. m n LL W j i I fl oww v, O N 696 - - �ww Q o: J Lt- ;---- 696 (IfU deo_ U) i c ice? c� v~izo? 694 _-- - -- -- ---- -- - -' 694 i 692 f 690 -- -`�---_--i--INSTAL4 17.42 LF OF '690 18" RGJ-RCP @ 0.11% 1 688; ----- ( ! -; - ---- i 688 1 686- -686 SECTION A SCALE 1"=50' HORIZ. 11 1"=5' VERT. cV v W i V) 0 ;_ z J,f M = q z . NW N wZ 13 726 724 722 720 718 716 714 1 712 i 710 i 708 706 i X704 {702 i i i 1700 698 i ( 1696 i 694 692 690 688 686 684 682 ^ Hu' A 5 r 3 3p J J ^ O oo F a C0 13 J u7 O � W O^� 00 J a0 Mm (D Z d -I o0 ^ O M Z W Q t'-- d J 00 1� .`. Z J = V O co I� > ' (z _j m co r- 1 X 06 - < a, > W 14 `r q oo I a z co W wj _j �n I� �'�Lci 0 06 0 1 1 I 1 2 0 ' N o + �a o ± Ia 0WLL + \�0�� Z coQ (ON n N co �' m mJpdo N \ ��` loF_S + cn ^y 9 o + N Z?NaN70 p++� (1) $o wo(/") `� %61 'o Io �- F-�UX; / Q c� cnzp ���P LIP Tq 60--L ,o R�\ o9�T ! °D FL / 9 6)6 psi ' _ 11+00 18" DRAIN W N 172.30'12+0 `� �9��, 5x��4 0�� 1 I 1 1oro 0- I—N21'04 39"W - -4168.00'- W N19'0804 "- 8 SEWERS -- v/ 220.07 STORM DRAIN M.H. NO. 19 /o- _F_L "' STA. 10+10.69, C.L. 6.57LT. �-- - - - - o - 521'04'39"E RAD. - - - - —� 5527' P/ I ' INTERSECTION/E.C. INTERSECTION .C. N21 -04'39"W RAD. ! N SEAR W ! z I ` 1 STA. 13+31.36, C.L.TRELLIS WAY= STA. 10+00.00, G.L 1 cNISH MOSS DRIVE STA. 10+00.00, C.L. TRELLIS WAY= ri � j m I I V STA. 10+00.00, C.L. MONARCH DRIVE 3 I N p 0 W II 11 3 ra Ln F _ 00 �a- r- w ao ry °O ' d �'� af 34, ism oo� >N;N I ' 8 18' 18 �-`� 0 3 0 ( 0c) 0 00 o II• o -4- 600 18' 18' 27' 27 p z N z v N I co `- j w Lou- J II N z 2T 2T --- — 00 w w 0 wW o}� -_ MONARCH DRIVE Z = `- - _ .. Z 0ow� z W 3m SEE SHEET 5 z 0000 z NtO cn cq � a c N N= SPANISH MOSS DRIVE ++ ++ m �Jo o * "'n _j U) SEE SHEET 8 �w wz oo Cl0 33 � NaW z �� ¢d Qa a �w v J J r ui I—v_i w v~i;~ � Qof a p¢ m cj HOW Z F- Z U C� tozM W N 0 (0 M TRELLIS WAY N +� CURVE TABLE coZ CURVE RADIUS LENGTH TANGENT DELTA 1 52.00' 81.68' 52.00' 90'00'00" 2 52.00' 81.68' 52.00' 90'00'00" 3 52.001 79.89' 50.24' 88'01'29" 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 � cjrn (PRIVATE STREET) z �� SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 11 (W J If - 710 710 708 706 704 702 700 698 696 694 692 690 688 686 684 712 E 710 1708 706 704 702 700 698 696 694 692 690 688 686 INSTALL 14.08 LF OF INSTALL 23.421 LF OF i 684 18" RGJ-RCP i -0.14 1 18" RGJ-RCP 9 0.13% 682 680 --- '--- t - - -- ___ + - 680 SECTION SCALE 1"=50' HORIZ.\,l1 1"=5' VERT. 12 13 14 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 coZ a CL W i i Z V � m M H 'APPROXIMATE J ow Q p ---FINISHED GRAD H A 5 r 3 CC a 3 �Z Nag 1; �o Q o o W V) i p N Q cn o SPANISH MOSS YZ z U) MONARCH DRIVE ` i INVERT 18. DRAIN - -----II SEE SHEET 5 o Y a I f SEE SHEET 8 v I I v =0 00 i- O a 0 iW z UQ N = 18' 18' �, �:r`J�------ 1 I U 0�� ; ao^ollw; oil 0�o3 �rj' ' O0� O Y C5 J ( cJjjw�l Jk = ci;rn z c�WwN I 6" SEWER 27' I 27' N + + J m coLam-!r-' 3 d 06�_ JJU z ! j m ��w 1 "� m a iiwj s 0 �j; j +!,�W O ! 44 i 43 cnzpZi � (i- N2p? "N �� V)� 24 I o� ` W 1 I 712 E 710 1708 706 704 702 700 698 696 694 692 690 688 686 INSTALL 14.08 LF OF INSTALL 23.421 LF OF i 684 18" RGJ-RCP i -0.14 1 18" RGJ-RCP 9 0.13% 682 680 --- '--- t - - -- ___ + - 680 SECTION SCALE 1"=50' HORIZ.\,l1 1"=5' VERT. 12 13 14 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 734 732 730' i 728! 1 726j 7241 1 722; 720 i 7181, i i 716 f 714 i 712 i 710 i 7081 411 We N { r zz, �00 'r- - 'i L JJ, ww >;->* i___ - zz i THICKET WAY (PRIVATE STREET) SCALE: 1" = 50' 'HORIZONTAL 1" = 5' 'VERTICAL INSTALL 250.89' LF OF 6" SEWER @ 1 11 6" SEWER ,I MATE FINISHED.,' @ CENTERLINE j 13 ,734 I 732 - 730 i 728 i 1726 { i X722 720 -11718 -1716 714 712 i i 710 i -708 0 V) V) �Q� 0 � � Z OL I W U 00 w 0E(D 0X w Y MQ W o Lo a) 8 Z co 0 D J En m m o � W Y U � U CJ Not , Q M > U CL coZ a CL W i i Z V � m M H J ow Q p ix 0 otS H A 5 r 3 CC a 3 �Z Nag 1; Q o o W V) p N Q cn o SPANISH MOSS YZ z U) MONARCH DRIVE ` DRIVE CD SEE SHEET 5 o Y a p,; v_=i SEE SHEET 8 v I 18' 1S' f v =0 00 i- z UQ N = 18' 18' o ¢ u� 1! ---I U U W Z O 1_ N ! U U Y Y Oo v v 6" SEWER 27' I 27' N + + ' z OM _ cn ! U W o t2 co ~ m r� s 0 = O ! 44 � oo 43 25 U "N �� V)� 24 I o� W N ++ 0 ! w z � 04� o N (n V) --+ N . (n PA— 1 mm 00 FL i °•° N U -17 �N41°44'54"W 36.12' 11.52LT. N39'05'59"W ?1.22' STA. 12+98.68, -11+00 N41'44'54"W 250.89 uo 00 w a I iv I N iv 6" SEWER 43 11 ,�, - FL i \ %.58 (n N 00( r / 12' 1 12' N o w w d I► k II N _j MONARCH DRIVE o � M° w o 0 SEE SHEET 5 z w 0 39 + 40 o 41 I W cJi N o Q ar- W�� ! a N ,o oma= 42 o�� N ,; _�� = 00 0 O Q d N 1 ~ a ulto N N o+ U N Elf 1 cn NN I rl A r N NN En 734 732 730' i 728! 1 726j 7241 1 722; 720 i 7181, i i 716 f 714 i 712 i 710 i 7081 411 We N { r zz, �00 'r- - 'i L JJ, ww >;->* i___ - zz i THICKET WAY (PRIVATE STREET) SCALE: 1" = 50' 'HORIZONTAL 1" = 5' 'VERTICAL INSTALL 250.89' LF OF 6" SEWER @ 1 11 6" SEWER ,I MATE FINISHED.,' @ CENTERLINE j 13 ,734 I 732 - 730 i 728 i 1726 { i X722 720 -11718 -1716 714 712 i i 710 i -708 0 V) V) �Q� 0 � � Z OL I W U 00 w 0E(D 0X w Y MQ W o Lo a) 8 Z co 0 D J En m m o � W Y U � U CJ Not , Q M > U CL 1_ r coZ a CL W i i Z V � m M H J ix 0 otS W CC a 3 �Z Z —j z w w � CD � U O Z U U 0 Y Y _ cn W= U = > U U W 0 N N (n mm 00 U U w a w a. 00 (n N >> w w w 0 0 ar- 10 O N �o 1_ r E END: W co W ABBREVIATIONS > (t NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" CL CENTERLINE SMH SEWER MANHOLE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. ~ INV INVERT SCO SEWER CLEANOUT UNLESS OTHERWISE NOTED. M •► SD STORM DRAIN SDMH STORM DRAIN MANHOLE 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS / Q MH MANHOLE EXIST EXISTING UNLESS OTHERWISE NOTED. CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX RW RIGHT OF WAY 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE 1=-" UNLESS OTHERWISE NOTED. C/G CURB & GUTTER PL PROPERTY LINE r o FL FLOWLINE DIA. DIAMETER CONSTRUCTION NOTES:i- a�$/ Q STUB AND PLUG SEWER LINE NTH PHASES ° t �t(� w n 9 0 TOP OF MANHOLE TOP OF CLEANOUT ELEVATION 1 AND 2 CONSTRUCTION. REMOVE PLUG AND W Q n EXTEND SEWER LINE WITH CONSTRUCTION S CONSTRUCT SEWER PER CITY STANDARDS OF PHASE 3. Lutr a Imm PLUG 'STORM DRAIN LINE WITH PHASES 1 .55102 !� o ® CONSTRUCT SEWER MANHOLE O AND 2 CONSTRUCTION. REMOVE PLUG AN ( Lu 0 TYPE "A" PER C.O.B. STD. SW -4, INSTALL STORM DRAIN MANHOLE OR CATCH Xg�i(Or.(/fag Q3 BASIN WITH CONSTRUCTION OF PHASE 3. E 04 © CONSTRUCT SEWER CLEANOUT O ALL SEWER LATERALS ALONG GARDEN VIEW LAN 't• cf� CIVIC �P N PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. , Qe� PUBLIC UTILITY EASEMENT TO BE DEDICATED OF CAI_kk ----D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® BY SEPARATE INSTRUMENT. 0 CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: N TYPE "A"-48" PER C.O.B. STD. SW -4, SECTION LETTER a W T UNLESS NOTED OTHERWISE �� op °JL rrAs CONSTRUCT CATCH BASIN = TYPE "A PER C.O.B. STD. D-14. � ZR � �N SHEET WHERE SECTION IS SHOWNLL O coZ a CL W i i Z V � H J ix 0 otS W CC a 3 mc I-- W _ Z —j E END: W co W ABBREVIATIONS > (t NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" CL CENTERLINE SMH SEWER MANHOLE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. ~ INV INVERT SCO SEWER CLEANOUT UNLESS OTHERWISE NOTED. M •► SD STORM DRAIN SDMH STORM DRAIN MANHOLE 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS / Q MH MANHOLE EXIST EXISTING UNLESS OTHERWISE NOTED. CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX RW RIGHT OF WAY 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE 1=-" UNLESS OTHERWISE NOTED. C/G CURB & GUTTER PL PROPERTY LINE r o FL FLOWLINE DIA. DIAMETER CONSTRUCTION NOTES:i- a�$/ Q STUB AND PLUG SEWER LINE NTH PHASES ° t �t(� w n 9 0 TOP OF MANHOLE TOP OF CLEANOUT ELEVATION 1 AND 2 CONSTRUCTION. REMOVE PLUG AND W Q n EXTEND SEWER LINE WITH CONSTRUCTION S CONSTRUCT SEWER PER CITY STANDARDS OF PHASE 3. Lutr a Imm PLUG 'STORM DRAIN LINE WITH PHASES 1 .55102 !� o ® CONSTRUCT SEWER MANHOLE O AND 2 CONSTRUCTION. REMOVE PLUG AN ( Lu 0 TYPE "A" PER C.O.B. STD. SW -4, INSTALL STORM DRAIN MANHOLE OR CATCH Xg�i(Or.(/fag Q3 BASIN WITH CONSTRUCTION OF PHASE 3. E 04 © CONSTRUCT SEWER CLEANOUT O ALL SEWER LATERALS ALONG GARDEN VIEW LAN 't• cf� CIVIC �P N PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. , Qe� PUBLIC UTILITY EASEMENT TO BE DEDICATED OF CAI_kk ----D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® BY SEPARATE INSTRUMENT. 0 CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: N TYPE "A"-48" PER C.O.B. STD. SW -4, SECTION LETTER a W T UNLESS NOTED OTHERWISE �� op °JL rrAs CONSTRUCT CATCH BASIN = TYPE "A PER C.O.B. STD. D-14. � ZR � �N SHEET WHERE SECTION IS SHOWNLL O 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 U w N ujuj Z cl LEGEND: CURVE RADIUS LENGTH N I O w M V N 83'36'16" 2 270.00' 61.60' I JZ N E= 0316'18" II w O m VILLAGE GREEN LANE 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE JB JUNCTION BOX RW RIGHT OF WAY O C/G CURB & GUTTER PL PROPERTY LINE CONSTRUCTION NOTES' Q � FLOWLINE DIA. DIAMETER I •r�i c0 O I ^ INSTALL 145.18 L.F. OF 42" RGJ-RCP @ 0.98% } N O N --- 1 tci �' I �y (3_ ' �W N 0 ¢ " D wW�:: ZJ wuj FZ O M O w cn INSTALL STORM DRAIN MANHOLE OR CATCH O I Ln� z M to 0' "' + 6 4 I PO + 65 ' 66 0 I vi Cs + � Z w w > W A w CV o Z All W) Of CD > ,, Z� I ® �� O ¢ N CV O O � M 0 L� "i CD11 II UNLESS NOTED OTHERWISE + 63 I �� + TYPE "A" PER C.O.B. STD. D-14. j II �w d: (n uj z U LU J Cis Q,En w N IQv ui --. Q w J TOPIARY DRIVE Ld a np -' -' ; Z (n a GARDEN VIEW LANE > � c�7w w Z n Li a N M O^ c�i 1 MONARCH DRIVE m j w SEE SHEET 4 `" o -i -W-� vWw 1 III 18' I O Q I M oo SEE SHEET 3 cf I a I ci n Q m 0)i worn SEE SHEET 5 ' !� w o 0 Civ ,8' v - Z �W o x H ~ �' F-- N ui � 18' ,8' + - J J~ ""0 GARDEN F- 06 O O MM Z w� ~ Q x m O ti �LJiW J " w > 3 J M of Ox r LN o Q F- o w z t w a' VIEW LANE SEE SHEET 3 I o o _j -' , o z �W UJ J '� j Z r 36 (37 W I o fnN I 1 �� �¢ "� < P WX 6 27' • 27' _j o v N 30 I co N 31 I 32 w U <n � v� 27' 27' OW W i En 0 En >z rn �°, CO I N I N 38 W " 1 STUB AND PLUG 8 SEWER of 0 o� �¢-F N cn �+ J z �? cn z o w — z I _ �� I I - STA. 14+21.08, C.L. 4.94RT- 0 �L0 0o ( , I -co U I w �� Sao ( 1 i I I w ( Z W vcn STA. 14+21.12, SEWER �o >m CENTERLINE i Z ¢ rn rn "� r � i o x z m of of 1 Nz ii _ v Q - r2++ I r CV N ^ u ' I NI w ( W co co J —�---_, ILLJ ' O+i O+i O I M I O ++ "I�m fw- �" M I I ,,j In 0040 -1 UV + N r� Z HH r+ N QMM I O ! IM N. w QQ F -F O 1 _._ i - w 12' I� 1Z' C-i� Ncn I 1 �I g ++ �� Ei rnrn co N NN Q U) I Q cU) I p/L Q v~i w N ¢¢ {- t- �/ Q `n I Q I L Q `n ( 1 X" I � `- w it cd r-.: N. Ln rn L- QZFLLI j i i i I 3 �P l i� ;d V) V) v~i 5 Q W 0 Z iOf -- - -_ _N _ _ m --- z_ - I I FL N i i FL I i C-0 v~i U) I N40'22'06"W i• N 8" SEWER 274.87' N40'22'06"W 8" SEWER 264.01' I I �-- i s s • s �._--= s • ,. - • s I w_ _ N40'22'06"W _ _ 1111 00 ^ _ _ _ 274.90' 12+00 �`+ _ _ 3+00 N40'22'06"W 14+00 _ 254.01' _ 15+00 • 3n , INVERT 8" SEWER FL j W 7 _ 1 o I a N 1 —y 00 1 , , ¢I j I w N I I W .�— - T T 3— PA \ `ni I 4 I M I to C0 j I Cpm ( z LANDSCAPE LOT G I a I °' I I C Iz 1 4J z I o d °d z I LANDSCAPE , I Zw I M o 12�S �° o0 o wX w , i l 12 12 i LOT C 12' 12' I w I . I Q m cn p �n Z d• o "' 27' 27' I I 115" z co v LO ui TOPIARY SEE SHEET DRIVE 4 �a ¢ _ o 1'y V % 15' Z�v'a o Q W J 1'- C m x W w Mm:w �� z '`� MONARCH ETDRIVE SEE J z - v x 5~ I I J J x� O J + N U w �d 3 m� C� N Oz N (V of N� V)N't;izx U w N ujuj Z cl LEGEND: CURVE RADIUS LENGTH N I O w M V N 83'36'16" 2 270.00' 61.60' I co N E= 0316'18" II w O m VILLAGE GREEN LANE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL , PLUG AT END OF 18" DRAIN PIPE AND INSTALL STORM DRAIN M.H. 23 WITH CONSTRUCTION OF PHASE 3 STA. 13+97 32 C i 2 • .. 5.00LT. J 1 A S 3 Q END 18" DRAIN PIPE 68 STA. 13+97.32, C.L. 12.42LT. M Z F F-- _..i .' n. Q 69 a O Q Od 3 I cq 11 o �`' I _M I'' Jcli -' I "' o -I u i GARDEN °° ! A .. 0o z w , v �, ci z >w VIEW LANE "' Q u c° iWUN N I I�� r7 �� ( 4 Z UJ N¢ ¢ J 1 0 Wlz I L I o �r 1 N M w,, r� SEE SHEET 3 v M rn cp rn z ao + Q ri _ w 12' 12' v �n v� I N zQ Z °' "' r °' °'mow ` 27' 27' _ o �� o� r: CICADA DRIVE '" s 73 "' 72 71 + 70 + + x + N N z SEE SHEET 7 � O Z I� N+ J I ' q 1 FC1j \ + + i i I � a g ;n 12' 8' 1 'c� cn %a 9 �x� °N/ \ `n �. = I Q d I I ci ci 1 cn v d a ao w I i oz4. M o i5 r � ri ' '`2yr s8g eC I 1 w �- Q ro Q 4i N ow co 3v {,� = W 27 27 TRACT BOUNDARY 1? C in N / 7 N Z D Z �._! s Z C� (� Z Z Z 't •d d zj..: a_J Co } O In J Z U o Z • C z. �s23 \ o I v P/L "' m �" cwn + Q rn rn �' o I 5' z STA. 11+40.85, C.L. m -� co SF STC kgSC�S� 44F \ 6 ao cn cn __ FL _-��_ - - _ 00 a. iso 1 w �� rnrn o J of 5' io M 8 o to ST SFR '1 1 l0 CF �q0 \ 2 - r m o0 1 2 Z i 0 ¢ " , Q z + 9 M � O K' s co �r " d �- . 42" DRAIN -PUBLIC 'r a ST 1 9N '`3 R/ 9Y, 8" SEWER i- w o �- �- ¢ 3 N N ' _cry 3 97 62' z S21'04'39 E 46.05 18" DRAIN �' cn �� N N N z I o m 103 ?. 30�F NC 9 �6 34� 2+00 S42'12 04"E 261.68" 13+00 _ N21'04'39"W_ N21'04'39"W 11.11 18" DRAIN N LANDSCAPE�: 00 - N242057 W_ 126.56 g I ``' co LOT J N PA v 2�3�SF� S ?7 62�T �� +— " N68'55'21""E 17.42' + PLUG AT END OF 18" DRAIN PIPE '�" o - - N AND INSTALL CATCH BASIN N0. 12 S26'24'33 W "' 145.18' \'Q'CC(T \SS R a0 N 18" DRAIN I WITH CONSTRUCTION OF PHASE 3 °p t S26'24'33"W 45.18' ' FL_ TA. 14+54.49, C.L. 5.00LT. 2 11+ P L� - - �— - • I w z S26'24'33"W o �-� f v N 8" SEWERI 156.52' 542 /�� ir Of � 1 30.15' 1 / , I ` 0 I y 3 27 / QJ� -- 75 / ( I W.'6 ,c°� I M I 00 N I to � `�' � 4 I w = ,v / 8" SEWER -PUBLIC P/L N 3 CURVE TABLE LEGEND: CURVE RADIUS LENGTH N I O w M V N 83'36'16" 2 270.00' 61.60' I co N 0�lp O 0316'18" II w O m Z CB > W 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE JB JUNCTION BOX RW RIGHT OF WAY O C/G CURB & GUTTER PL PROPERTY LINE CONSTRUCTION NOTES' FL FLOWLINE DIA. DIAMETER I •r�i c0 O I ^ INSTALL 145.18 L.F. OF 42" RGJ-RCP @ 0.98% } N O N --- 1 tci �' I �y (3_ ' �W N 0 ¢ " D }- -� CONSTRUCT SEWER MANHOLE FZ O M O w cn INSTALL STORM DRAIN MANHOLE OR CATCH O I Ln� z M to 0' "' + 6 4 I PO + 65 ' 66 0 I vi Cs + � Z w w > W A w CV o Z All W) �i1 ai ,, Z� I ® �� O ¢ N CV O O � M 0 L� "i CD11 .---- "' o UNLESS NOTED OTHERWISE + 63 I �� + TYPE "A" PER C.O.B. STD. D-14. j ,� �w d: W Q,En w N IQv ui --. V)0 o^ ZF I to Ld ^> II np i W Q ; Z (n a )+ m c�7w w Z n Li a N M O^ c�i 1 D m j ! w w =¢ -� cn z -i -W-� vWw 1 III 18' I O Q I va u I cf I a I ci n Q m 0)i worn x QMM C: � o I Nd � 0 Civ �` v - m Za ^w -I 1 18� 76 27' x ;� ~ �' w N Q U U) Q + cf) --ALU - + - ++ 77 GARDEN F W 06 O O MM Z w� Oo Z Q x m O ti �LJiW 27' ,� " w > 3 r� I r o Q F- o w z Q f- w a s F- t- i VIEW LANE SEE SHEET 3 U) w + + N o _j -' 'M d• + _ w Q Q + ¢ W ID DR UJ J '� j r C�CnZC] W N to fnN ¢ F �� �¢ r < K SHEET 10 o ! r z � oz � v� �Ow SEE OW W i En 0 En >z , W " 1 STUB AND PLUG 8 SEWER m c� �¢-F N cn N- v, �? cn z o w — z o Y z APPROXI OMATE FINISHED X I- - STA. 14+21.08, C.L. 4.94RT- 2 ! UJ STA. 14+21.12, SEWER 7 CENTERLINE CURVE TABLE LEGEND: CURVE RADIUS LENGTH TANGENT DELTA 1 52.00' 75.88' 46.50' 83'36'16" 2 270.00' 61.60' 30.93' 13'04'19" 3 743.00' 42.43' 1 21.22' 0316'18" 11 12 13 14 LEGEND: V) t ABBREVIATIONS i (NSTAEc�7�.8TLF� OF-B"SEWER � iSt35T - t CL , WITH 3.5' OPENINGS PER C.O.B. STD. D-14. INV O ; —IN TALL �fi4.-a,-LI` I'�"-SEVER- 0 -6 -Mr. I SD STORM DRAIN SDMH STORM DRAIN MANHOLE II MH MANHOLE EXIST EXISTING UNLESS OTHERWISE NOTED. CB CATCH BASIN ELEV ELEVATION 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE JB JUNCTION BOX RW RIGHT OF WAY UNLESS OTHERWISE NOTED. C/G CURB & GUTTER PL PROPERTY LINE CONSTRUCTION NOTES' FL FLOWLINE DIA. DIAMETER - �pt� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O STUB AND PLUG SEWER LINE WITH PHASES a18g INSTALL 145.18 L.F. OF 42" RGJ-RCP @ 0.98% } EXTEND SEWER LINE WITH CONSTRUCTION --- ---=-- --' ' 2 PLUG STORM DRAIN LINE WITH PHASES 1 ® CONSTRUCT SEWER MANHOLE AND 2 CONSTRUCTION. REMOVE PLUG AND TYPE "A" PER C.O.B. STD. SW -4, INSTALL STORM DRAIN MANHOLE OR CATCH O BASIN WITH CONSTRUCTION OF PHASE 3. 0 j O ALL SEWER LATERALS ALONG GARDEN VIEW LANE ! PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. w U PUBLIC UTILITY EASEMENT TO BE DEDICATED -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS Q BY SEPARATE INSTRUMENT. ® CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: TYPE "A"-48" PER C.O.B. STD. SW -4, SECTION LETTER UNLESS NOTED OTHERWISE mgm CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. j SHEET WHERE SECTION IS SHOWN ui --. U i N ; Z (n pp f ! 1 j ! 1 ! I N W cn m O °� °° : ' 1 a00 m x I dwcn JJ N Oo Z �- i i 00 x I ¢ rn> > i i i ¢ '� j a o ! ¢ M + > , +JJ�J 0 , ! r i � i� �JJ I { i c OW W i ! , W I ( ! , , I w w — f ! z APPROXI OMATE FINISHED X I- ! UJ ; CENTERLINE NzGRADE j i i Nz ii :7 - --�_ --i--_.-.� -__--�-- ,--}--------;- --t------.�____---I-- —�---_, ' lg : _ �; _._ __ W 3 QZFLLI j i i I 3 ;d i Q W iOf m - W i i i �-- • �._--= • ,. - • . , T,___---- --+------�-- • , INVERT 8" SEWER j W 1 o I a 1 , , ¢I j I w C0 j I , , , 11 12 13 14 15 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 U JJ 6 cj CU Foo SOLSTICE WAY w C�c> o o (PRIVATE STREET) Z aQ SCALE: 1" = 50' HORIZONTAL cn 1" = 5' VERTICAL 10 11 12 13 14 15 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 W N J 0 CJ � INTERSECTION o STA. 10+00.00, C.L. LANDSCAPE LOT J= 3 o STA. 13+47.33, C.L. CICADA DRIVE ,o 0 + r� Q� T H A r C PN LANDSCAPE LOT "J" SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 744 LEGEND: V) 742i ABBREVIATIONS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CL CENTERLINE SMH SEWER MANHOLE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. INV INVERT SCO SEWER CLEANOUT UNLESS OTHERWISE NOTED. SD STORM DRAIN SDMH STORM DRAIN MANHOLE 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS MH MANHOLE EXIST EXISTING UNLESS OTHERWISE NOTED. CB CATCH BASIN ELEV ELEVATION 3) ALL SEWER AND STORM DRAIN LINES ARE PRIVATE JB JUNCTION BOX RW RIGHT OF WAY UNLESS OTHERWISE NOTED. C/G CURB & GUTTER PL PROPERTY LINE CONSTRUCTION NOTES' FL FLOWLINE DIA. DIAMETER - �pt� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O STUB AND PLUG SEWER LINE WITH PHASES a18g INSTALL 145.18 L.F. OF 42" RGJ-RCP @ 0.98% 1 AND 2 CONSTRUCTION. REMOVE PLUG AND EXTEND SEWER LINE WITH CONSTRUCTION S CONSTRUCT SEWER PER CITY STANDARDSOF PHASE 3. 2 PLUG STORM DRAIN LINE WITH PHASES 1 ® CONSTRUCT SEWER MANHOLE AND 2 CONSTRUCTION. REMOVE PLUG AND TYPE "A" PER C.O.B. STD. SW -4, INSTALL STORM DRAIN MANHOLE OR CATCH O BASIN WITH CONSTRUCTION OF PHASE 3. 0 CONSTRUCT SEWER CLEANOUT O ALL SEWER LATERALS ALONG GARDEN VIEW LANE PER C.O.B. STD. SW -6. ARE TO BE INSTALLED WITH PHASES 1 AND 2. z U PUBLIC UTILITY EASEMENT TO BE DEDICATED -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS Q BY SEPARATE INSTRUMENT. ® CONSTRUCT STORM DRAIN MANHOLE SECTION DESIGNATION: TYPE "A"-48" PER C.O.B. STD. SW -4, SECTION LETTER UNLESS NOTED OTHERWISE mgm CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 2 SHEET WHERE SECTION IS SHOWN 15 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 U JJ 6 cj CU Foo SOLSTICE WAY w C�c> o o (PRIVATE STREET) Z aQ SCALE: 1" = 50' HORIZONTAL cn 1" = 5' VERTICAL 10 11 12 13 14 15 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 W N J 0 CJ � INTERSECTION o STA. 10+00.00, C.L. LANDSCAPE LOT J= 3 o STA. 13+47.33, C.L. CICADA DRIVE ,o 0 + r� Q� T H A r C PN LANDSCAPE LOT "J" SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 744 3' V) 742i �- -- �- 740 i INSTALL 156.152 LF CO U LO ' 1w -! -- c0- — ---- --- ----Q_ .co i ( M ZZ o ¢ 736 J - - z 7 ' i ' Q -m 734 -;-m_ -_- i ZZ - SEWER ® 0. 1 Q ¢ r d ! I rn>> �mJ� 732 _ r _API PROXIMATE FINISHED __ i -o r W.W _ � � Q GRADE 0 ASSUMEDI � o �z z I CENTERLINE 730 -__- ; -- - -- - - (60 � ! c 728 -- 3 r' -- �------�------ 726 s -- f i 724; ---- - t ! 722 i i i 718 i E j 716 --- — i { i i 714 t 712 - - --- 710 I 708 i 706[__--4- 704 06 ---t704 i T ;— ►NV K 4 S (PUB IC ) W N N ao o m vrn I z C7 -o a 0C'4 m z +> 0 Q LLJ -- - w — ILf m P_ �> (f) Nz {i i f j t 10 11 -- 744 -- - 742 —, ,74U -- 738 i - - 736 I --- 734 ----t 732 - I -� 730 --- 728 726 I --j 724 -- 722 i 720 - -� 718 i --- a 716 --( 714 - { 712 --1 710 i --- 708 i -- 706 i 704 12 (�� 3 o,,► ODD DRev. XA- O M rn Z) Q ozK� z O Q J LLJ W U 00 �_� W c0 (D O V) N W w Y Q m z z W 0 z c tW- Q 0 > 3' V) N o MPG 0) V_04 CO U LO ' c0- — ---- --- ----Q_ .co Z I o ¢ m>: 7 ' i ' Q -m +� Q �� �tuw i F_ NZ oZ V) I W - t INSTALL 145.18 L.F. OF 42" RGJ-RCP @ 0.98% f j t 10 11 -- 744 -- - 742 —, ,74U -- 738 i - - 736 I --- 734 ----t 732 - I -� 730 --- 728 726 I --j 724 -- 722 i 720 - -� 718 i --- a 716 --( 714 - { 712 --1 710 i --- 708 i -- 706 i 704 12 (�� 3 o,,► ODD DRev. XA- O M rn Z) Q ozK� z O Q J LLJ W U 00 �_� W c0 (D O V) N W w Y Q m z z W 0 z c tW- Q 0 > J N w r.. 0) V_04 CO N 0 z -- w cn O z U O U W t- cn m 0 dwcn 0 w uiit of a o 0 N co z CL �a z 0< J — R .J c 1 00W cr z Lu u- JL I— I= Z v Z� �o ujw wQ Lu _J Ma:ho=c �Z MEwQ r 0 5 Q 3 coJ W _j J a a w i a' f• - fes' L-( �...3 � • r IlJ N w r.. 0) V_04 LL 0 f• - fes' L-( �...3 � • r