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AutoCAD SHX TextSEE COUNTY ROUTE 655 ROADWAY IMPROVEMENT PLANS BY LAND DIMENSIONS ENGINEERING FOR DETAILED DESIGN WITHIN COUNTY ROUTE 655

AutoCAD SHX TextSEE COUNTY ROUTE 655 ROADWAY IMPROVEMENT PLANS BY LAND DIMENSIONS ENGINEERING FOR DETAILED DESIGN WITHIN COUNTY ROUTE 655

AutoCAD SHX TextSEE ROUTE 322 ROADWAY IMPROVEMENT PLANS BY LAND DIMENSIONS ENGINEERING FOR DETAILED DESIGN WITHIN ROUTE 322

AutoCAD SHX TextWETLANDS/WATERS BOUNDARY LINE AS VERIFIED BY NJDEP ON JULY 25, 2014, FILE NUMBER 0811-14-0002.1. INTERMEDIATE RESOURCE VALUE.

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AutoCAD SHX Text1

AutoCAD SHX Text141.0603











AutoCAD SHX Text14101

AutoCAD SHX TextTEMPORARY CUL-DE-SAC (SEE DETAIL ON DRAWING CS0901)




AutoCAD SHX TextBASIN 2



AutoCAD SHX TextPHASING LIMIT LINE (TYPICAL)



AutoCAD SHX TextMUIRFIELD ROAD

AutoCAD SHX TextMERION ROAD

AutoCAD SHX TextSUNNINGDALE COURT

AutoCAD SHX TextSPYGLASS HILL DRIVE

AutoCAD SHX TextAUGUSTA COURT

AutoCAD SHX TextTURNBERRY DRIVE



AutoCAD SHX TextPRESTWICK DR.




AutoCAD SHX TextMUIRFIELD ROAD

AutoCAD SHX TextTURNBERRY DRIVE

AutoCAD SHX TextFUTURE COMMERCIAL SITE

AutoCAD SHX TextWV

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AutoCAD SHX TextFH

AutoCAD SHX TextFH

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AutoCAD SHX TextFH

AutoCAD SHX TextFH

AutoCAD SHX TextFH

AutoCAD SHX TextTELE M.H.

AutoCAD SHX TextRIM=146.63

AutoCAD SHX TextTELE M.H.


AutoCAD SHX TextD.O.T. MH

AutoCAD SHX Textw/ CONC. PAD

AutoCAD SHX TextMONUMENT SIGN

AutoCAD SHX TextPAINT LINE (TYP.)









AutoCAD SHX TextEDGE OF PAVING

AutoCAD SHX TextCONCRETE SIDEWALK



AutoCAD SHX TextMONUMENT SIGN

AutoCAD SHX TextPHYSICAL CENTERLINE



AutoCAD SHX TextU.P. (TYP.)



AutoCAD SHX TextPUBLIC ROAD

AutoCAD SHX Text(25' WIDE)

AutoCAD SHX TextBLOCK 141.0602

AutoCAD SHX TextLOT 1

AutoCAD SHX TextBLOCK LIMIT













AutoCAD SHX TextWHISPERING WOODS DRIVE

AutoCAD SHX Text(60' ROW; 34' CARTWAY)



AutoCAD SHX Text20' WIDE STORM SEWER & ACCESS EASEMENT


AutoCAD SHX TextBLOCK 14101







AutoCAD SHX TextCORNUS COURT












AutoCAD SHX Text25' WIDE SANITARY SEWER EASEMENT














AutoCAD SHX TextEXISTING SMH


AutoCAD SHX TextINV.=131.47

AutoCAD SHX TextSMH


AutoCAD SHX TextINV.=129.19

AutoCAD SHX Text15" R.C.P.


AutoCAD SHX TextBLOCK 14101 LOT 1.01 1,044,722 sq. ft. 23.98 acres

AutoCAD SHX TextB INLET TC=134.05 GR.=133.38 INV.=128.65(15"-E) INV.=128.29(15"-W) INV.=127.71(27"-N) INV.=127.69(24"x38"-S)

AutoCAD SHX TextA INLET GR.=135.10 INV.=129.47

AutoCAD SHX TextB INLET TC=139.22 GR.=138.55 INV.=132.70

AutoCAD SHX TextDMH RIM=145.97 INV.=133.25(IN) INV.=133.20(OUT)

AutoCAD SHX TextDMH RIM=134.92 INV.=131.49(15"-IN) INV.=131.41(15"-OUT)

AutoCAD SHX TextB INLET TC=135.25 GR.=134.92 INV.=132.02














AutoCAD SHX TextLOT 5.01










AutoCAD SHX TextLOT 9.01





AutoCAD SHX Text8" P.V.C.


AutoCAD SHX Text27" RCP





AutoCAD SHX Text24"x38" RCP


AutoCAD SHX TextDMH

AutoCAD SHX TextB INLET







AutoCAD SHX TextDMH

AutoCAD SHX TextWV

AutoCAD SHX TextSUNDROP COURT

AutoCAD SHX Text(50'ROW; 30' CARTWAY)

AutoCAD SHX TextFRANKLIN-TURNERSVILLE ROAD AKA FRIES MILL ROAD COUNTY ROUTE 655 (R.O.W. WIDTH VARIES; 30' (+/-) CARTWAY)

AutoCAD SHX TextGLASSBORO-WILLIAMSTOWN ROAD U.S. ROUTE 322 (66' WIDE; 30' (+/-) CARTWAY)

AutoCAD SHX TextWATER CRESS COURT


AutoCAD SHX TextEX. POLE W/LIGHT

















AutoCAD SHX TextEXISTING 14" GCUA FORCE MAIN

AutoCAD SHX TextEXISTING 14" GCUA FORCE MAIN

AutoCAD SHX TextNJSPCS '83

AutoCAD SHX TextDRAWN BY

AutoCAD SHX TextDATE

AutoCAD SHX TextSHEET NO.

AutoCAD SHX TextJOB NUMBER

AutoCAD SHX TextSCALE

AutoCAD SHX TextAPPROVED BY

AutoCAD SHX TextOF

AutoCAD SHX TextALL DOCUMENTS PREPARED BY JSA. ARE INSTRUMENTS OF SERVICE IN RESPECT TO THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER TO OTHERS ON EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY JSA. FOR THE SPECIFIC PURPOSE INTENDED WILL BE OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO JSA. AND SHALL INDEMNIFY AND HOLD HARMLESS JSA FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.

AutoCAD SHX TextAPPR.

AutoCAD SHX TextREVISION

AutoCAD SHX TextISSUE


AutoCAD SHX TextBY

AutoCAD SHX TextBLAZE MILL

AutoCAD SHX TextMONROE TOWNSHIP, GLOUCESTER COUNTY, NEW JERSEY

AutoCAD SHX TextBLAZE MILL DEVELOPMENT GROUP, LLC

AutoCAD SHX Text1111 MARLKRESS ROAD, SUITE 200

AutoCAD SHX TextCHERRY HILL, NEW JERSEY 08003

AutoCAD SHX Text08/20/2014

AutoCAD SHX Text2958

AutoCAD SHX Text32

AutoCAD SHX TextPLATE 141, BLOCK 14101, LOT 1 AND PLATE 141.06, BLOCK 141.0602, LOT 1.01

AutoCAD SHX TextRJC

AutoCAD SHX TextINITIAL SUBMISSION

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AutoCAD SHX TextTJK

AutoCAD SHX TextPROFESSIONAL ENGINEER NEW JERSEY LICENSE NO. 24GE03911200

AutoCAD SHX TextRICHARD J. CLEMSON, P.E.


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AutoCAD SHX TextTJK

AutoCAD SHX TextRJC

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AutoCAD SHX TextTJK

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AutoCAD SHX TextTJK

AutoCAD SHX TextISSUED FOR FINAL PHASE 1,2,3,4, AND 5

AutoCAD SHX TextZ:\PAPARONE, DON\2958 BLAZE MILL\DRAWINGS\FINAL SUBDIVISION PLANS\CS2301.DWG

AutoCAD SHX TextCREATED ON 07/23/2020, LAST MODIFIED ON 10/06/202007/23/2020, LAST MODIFIED ON 10/06/2020, LAST MODIFIED ON 10/06/202010/06/2020

AutoCAD SHX TextPHASING PLAN

AutoCAD SHX Text1"=80'

AutoCAD SHX TextRJC

AutoCAD SHX TextLD

AutoCAD SHX Text5

AutoCAD SHX TextCS2301

AutoCAD SHX Text1 INCH = 80 FEET

AutoCAD SHX Text40

AutoCAD SHX Text320

AutoCAD SHX Text160

AutoCAD SHX Text80

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AutoCAD SHX Text0

AutoCAD SHX TextGRAPHIC SCALE

AutoCAD SHX TextPHASING UNIT BREAKDOWN PHASE I 16 DWELLING UNITS AND BASIN NO. 1 16 DWELLING UNITS AND BASIN NO. 1 PHASE 2 24 DWELLING UNITS 24 DWELLING UNITS PHASE 3 18 DWELLING UNITS 18 DWELLING UNITS PHASE 4 24 DWELLING UNITS 24 DWELLING UNITS PHASE 5 23 DWELLING UNITS 23 DWELLING UNITS PHASE 6 6 DWELLING UNITS, PUMP STATION AND BASINS 2 AND 3 6 DWELLING UNITS, PUMP STATION AND BASINS 2 AND 3 PHASE 7 26 DWELLING UNITS 26 DWELLING UNITS PHASE 8 20 DWELLING UNITS 20 DWELLING UNITS PHASE 9 24 DWELLING UNITS 24 DWELLING UNITS PHASE 10 16 DWELLING UNITS 16 DWELLING UNITS PHASE 11 19 DWELLING UNITS 19 DWELLING UNITS PHASE 12 28 DWELLING UNITS 28 DWELLING UNITS TOTAL 244 DWELLING UNITS 244 DWELLING UNITS

AutoCAD SHX TextNOTES 1. THIS PLAN TO BE USED FOR PHASING PURPOSES ONLY. THIS PLAN TO BE USED FOR PHASING PURPOSES ONLY. 2. THE PHASING LINES SHOWN HEREON DETAIL THE LIMITS OF THE PHASING LINES SHOWN HEREON DETAIL THE LIMITS OF THE LOT PHASING, BUT NOT NECESSARILY THE PHASE LIMITS OF UTILITIES AND DRAINAGE FACILITIES. 3. A UTILITY AND DRAINAGE FACILITY PHASING NARRATIVE FOR A UTILITY AND DRAINAGE FACILITY PHASING NARRATIVE FOR PHASES 1-5 HAS BEEN PROVIDED. 4. A TEMPORARY CUL-DE-SAC SHALL BE PROVIDED AT THE A TEMPORARY CUL-DE-SAC SHALL BE PROVIDED AT THE END OF EACH PHASE.

AutoCAD SHX TextREVISE UNIT COUNT; REVISE PHASING BOUNDARY LINE; ADD TEMPORARY CUL-DE-SAC LOCATIONS

AutoCAD SHX TextNO CHANGE THIS SHEET

AutoCAD SHX TextPHASE 1 STORMWATER MANAGEMENT: 1. CONSTRUCT BASIN 1 ROADWAY: 1. CONSTRUCT PRESTWICK DRIVE STA. 0+00 TO STA. 4+55 AND PROVIDE TEMPORARY CUL-DE-SAC. CONSTRUCT PRESTWICK DRIVE STA. 0+00 TO STA. 4+55 AND PROVIDE TEMPORARY CUL-DE-SAC. 2. CONSTRUCT FRIES MILL ROAD WIDENING IMPROVEMENTS (BY OTHERS). CONSTRUCT FRIES MILL ROAD WIDENING IMPROVEMENTS (BY OTHERS). LOTS: 1. DEVELOP BLOCK 141.0603, LOTS 1 TO 10 AND BLOCK 141.0606, LOTS 55 TO 60. DEVELOP BLOCK 141.0603, LOTS 1 TO 10 AND BLOCK 141.0606, LOTS 55 TO 60. STORM SEWER: 1. CONSTRUCT INLETS I-11, I-12, I-13, I-16, I-17, I-18, I-19, I-20, I-29, I-30 AND ALL ASSOCIATED CONSTRUCT INLETS I-11, I-12, I-13, I-16, I-17, I-18, I-19, I-20, I-29, I-30 AND ALL ASSOCIATED PIPING. 2. CONSTRUCT ENDWALL EW-1 AND ALL ASSOCIATED PIPING. CONSTRUCT ENDWALL EW-1 AND ALL ASSOCIATED PIPING. 3. CONSTRUCT OUTLET CONTROL STRUCTURE 1 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO EXISTING CONSTRUCT OUTLET CONTROL STRUCTURE 1 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO EXISTING STORM MANHOLE ALONG THE SOUTH SIDE OF THE BASIN. 4. CONSTRUCTION OF I-31, I-32, AND I-33 AND ALL ASSOCIATED PIPING TO BE BY OTHERS. CONSTRUCTION OF I-31, I-32, AND I-33 AND ALL ASSOCIATED PIPING TO BE BY OTHERS. SANITARY SEWER: 1. CONSTRUCT SANITARY SEWER MANHOLES 1 TO 6 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO CONSTRUCT SANITARY SEWER MANHOLES 1 TO 6 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO EXISTING MANHOLE. 2. INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW. INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW. WATER MAIN: 1. INSTALL WATER MAIN AND FIRE HYDRANTS FROM EXISTING MAIN IN FRIES MILL ROAD TO STA. 4+55 INSTALL WATER MAIN AND FIRE HYDRANTS FROM EXISTING MAIN IN FRIES MILL ROAD TO STA. 4+55 PRESTWICK DRIVE. 2. INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW.INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW.

AutoCAD SHX TextPHASING NARRATIVE

AutoCAD SHX TextPHASE 2 ROADWAY: 1. CONSTRUCT PRESTWICK DRIVE STA. 4+55 TO STA. 7+96 AND PROVIDE TEMPORARY CUL-DE-SAC. CONSTRUCT PRESTWICK DRIVE STA. 4+55 TO STA. 7+96 AND PROVIDE TEMPORARY CUL-DE-SAC. 2. CONSTRUCT ROAD TURNBERRY DRIVE STA. 0+00 TO STA. 2+00 AND PROVIDE TEMPORARY CUL-DE-SAC. CONSTRUCT ROAD TURNBERRY DRIVE STA. 0+00 TO STA. 2+00 AND PROVIDE TEMPORARY CUL-DE-SAC. LOTS: 1. DEVELOP BLOCK 141.0603, LOTS 11 TO 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS DEVELOP BLOCK 141.0603, LOTS 11 TO 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS BLOCK 141.0603, LOTS 11 TO 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS BLOCK 141.0603, LOTS 11 TO 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS 141.0603, LOTS 11 TO 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS 141.0603, LOTS 11 TO 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS LOTS 11 TO 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS LOTS 11 TO 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS 11 TO 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS 11 TO 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS TO 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS TO 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS 22, BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS BLOCK 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS 141.0605, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS LOTS 39 TO 44 AND BLOCK 141.0606, LOTS LOTS 39 TO 44 AND BLOCK 141.0606, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS 39 TO 44 AND BLOCK 141.0606, LOTS TO 44 AND BLOCK 141.0606, LOTS TO 44 AND BLOCK 141.0606, LOTS 44 AND BLOCK 141.0606, LOTS 44 AND BLOCK 141.0606, LOTS AND BLOCK 141.0606, LOTS AND BLOCK 141.0606, LOTS BLOCK 141.0606, LOTS BLOCK 141.0606, LOTS 141.0606, LOTS 141.0606, LOTS LOTS LOTS 49 TO 54. STORM SEWER: 1. CONSTRUCT INLETS I-14 AND I-15 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET I-16. CONSTRUCT INLETS I-14 AND I-15 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET I-16. SANITARY SEWER: 1. CONSTRUCT SANITARY SEWER FROM STA. 0+00 TO STA. 2+00 TURNBERRY DRIVE AND CAP. CONSTRUCT SANITARY SEWER FROM STA. 0+00 TO STA. 2+00 TURNBERRY DRIVE AND CAP. 2. INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW. INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW. WATER MAIN: 1. INSTALL WATER MAIN FROM PRESTWICK DRIVE STA 4+55 TO EXISTING WATER MAIN IN CORNUS COURT. INSTALL WATER MAIN FROM PRESTWICK DRIVE STA 4+55 TO EXISTING WATER MAIN IN CORNUS COURT. 2. INSTALL WATER MAIN FROM STA. 0+00 TO STA. 2+00 TURNBERRY DRIVE. INSTALL WATER MAIN FROM STA. 0+00 TO STA. 2+00 TURNBERRY DRIVE. 3. INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW.INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW.

AutoCAD SHX TextPHASE 3 ROADWAY: 1. CONSTRUCT PRESTWICK DRIVE STA. 7+96 TO STA. 10+82 AND PROVIDE TEMPORARY CONSTRUCT PRESTWICK DRIVE STA. 7+96 TO STA. 10+82 AND PROVIDE TEMPORARY PRESTWICK DRIVE STA. 7+96 TO STA. 10+82 AND PROVIDE TEMPORARY PRESTWICK DRIVE STA. 7+96 TO STA. 10+82 AND PROVIDE TEMPORARY DRIVE STA. 7+96 TO STA. 10+82 AND PROVIDE TEMPORARY DRIVE STA. 7+96 TO STA. 10+82 AND PROVIDE TEMPORARY STA. 7+96 TO STA. 10+82 AND PROVIDE TEMPORARY STA. 7+96 TO STA. 10+82 AND PROVIDE TEMPORARY 7+96 TO STA. 10+82 AND PROVIDE TEMPORARY 7+96 TO STA. 10+82 AND PROVIDE TEMPORARY TO STA. 10+82 AND PROVIDE TEMPORARY TO STA. 10+82 AND PROVIDE TEMPORARY STA. 10+82 AND PROVIDE TEMPORARY STA. 10+82 AND PROVIDE TEMPORARY 10+82 AND PROVIDE TEMPORARY 10+82 AND PROVIDE TEMPORARY AND PROVIDE TEMPORARY AND PROVIDE TEMPORARY PROVIDE TEMPORARY PROVIDE TEMPORARY TEMPORARY TEMPORARY CUL-DE-SAC. LOTS: 1. DEVELOP BLOCK 141.0603, LOTS 23 TO 34, AND BLOCK 141.0605, LOTS 33 TO 38. DEVELOP BLOCK 141.0603, LOTS 23 TO 34, AND BLOCK 141.0605, LOTS 33 TO 38. STORM SEWER: 1. CONSTRUCT INLETS I-25, I-26, I-27 AND I-28 AND ALL ASSOCIATED PIPING INCLUDING CONSTRUCT INLETS I-25, I-26, I-27 AND I-28 AND ALL ASSOCIATED PIPING INCLUDING INLETS I-25, I-26, I-27 AND I-28 AND ALL ASSOCIATED PIPING INCLUDING INLETS I-25, I-26, I-27 AND I-28 AND ALL ASSOCIATED PIPING INCLUDING I-25, I-26, I-27 AND I-28 AND ALL ASSOCIATED PIPING INCLUDING I-25, I-26, I-27 AND I-28 AND ALL ASSOCIATED PIPING INCLUDING I-26, I-27 AND I-28 AND ALL ASSOCIATED PIPING INCLUDING I-26, I-27 AND I-28 AND ALL ASSOCIATED PIPING INCLUDING I-27 AND I-28 AND ALL ASSOCIATED PIPING INCLUDING I-27 AND I-28 AND ALL ASSOCIATED PIPING INCLUDING AND I-28 AND ALL ASSOCIATED PIPING INCLUDING AND I-28 AND ALL ASSOCIATED PIPING INCLUDING I-28 AND ALL ASSOCIATED PIPING INCLUDING I-28 AND ALL ASSOCIATED PIPING INCLUDING AND ALL ASSOCIATED PIPING INCLUDING AND ALL ASSOCIATED PIPING INCLUDING ALL ASSOCIATED PIPING INCLUDING ALL ASSOCIATED PIPING INCLUDING ASSOCIATED PIPING INCLUDING ASSOCIATED PIPING INCLUDING PIPING INCLUDING PIPING INCLUDING INCLUDING INCLUDING PIPING TO INLET I-29.

AutoCAD SHX TextPHASE 4 ROADWAY: 1. CONSTRUCT TURNBERRY DRIVE STA. 2+00 TO END. CONSTRUCT TURNBERRY DRIVE STA. 2+00 TO END. 2. CONSTRUCT SPYGLASS HILL DRIVE STA. 0+00 TO STA. 3+14 (END OF PERMANENT CONSTRUCT SPYGLASS HILL DRIVE STA. 0+00 TO STA. 3+14 (END OF PERMANENT SPYGLASS HILL DRIVE STA. 0+00 TO STA. 3+14 (END OF PERMANENT SPYGLASS HILL DRIVE STA. 0+00 TO STA. 3+14 (END OF PERMANENT HILL DRIVE STA. 0+00 TO STA. 3+14 (END OF PERMANENT HILL DRIVE STA. 0+00 TO STA. 3+14 (END OF PERMANENT DRIVE STA. 0+00 TO STA. 3+14 (END OF PERMANENT DRIVE STA. 0+00 TO STA. 3+14 (END OF PERMANENT STA. 0+00 TO STA. 3+14 (END OF PERMANENT STA. 0+00 TO STA. 3+14 (END OF PERMANENT 0+00 TO STA. 3+14 (END OF PERMANENT 0+00 TO STA. 3+14 (END OF PERMANENT TO STA. 3+14 (END OF PERMANENT TO STA. 3+14 (END OF PERMANENT STA. 3+14 (END OF PERMANENT STA. 3+14 (END OF PERMANENT 3+14 (END OF PERMANENT 3+14 (END OF PERMANENT (END OF PERMANENT (END OF PERMANENT OF PERMANENT OF PERMANENT PERMANENT PERMANENT CUL-DE-SAC). 3. CONSTRUCT SPYGLASS HILL DRIVE STA. 13+99 TO STA. 13+57 AND PROVIDE TEMPORARY CONSTRUCT SPYGLASS HILL DRIVE STA. 13+99 TO STA. 13+57 AND PROVIDE TEMPORARY SPYGLASS HILL DRIVE STA. 13+99 TO STA. 13+57 AND PROVIDE TEMPORARY SPYGLASS HILL DRIVE STA. 13+99 TO STA. 13+57 AND PROVIDE TEMPORARY HILL DRIVE STA. 13+99 TO STA. 13+57 AND PROVIDE TEMPORARY HILL DRIVE STA. 13+99 TO STA. 13+57 AND PROVIDE TEMPORARY DRIVE STA. 13+99 TO STA. 13+57 AND PROVIDE TEMPORARY DRIVE STA. 13+99 TO STA. 13+57 AND PROVIDE TEMPORARY STA. 13+99 TO STA. 13+57 AND PROVIDE TEMPORARY STA. 13+99 TO STA. 13+57 AND PROVIDE TEMPORARY 13+99 TO STA. 13+57 AND PROVIDE TEMPORARY 13+99 TO STA. 13+57 AND PROVIDE TEMPORARY TO STA. 13+57 AND PROVIDE TEMPORARY TO STA. 13+57 AND PROVIDE TEMPORARY STA. 13+57 AND PROVIDE TEMPORARY STA. 13+57 AND PROVIDE TEMPORARY 13+57 AND PROVIDE TEMPORARY 13+57 AND PROVIDE TEMPORARY AND PROVIDE TEMPORARY AND PROVIDE TEMPORARY PROVIDE TEMPORARY PROVIDE TEMPORARY TEMPORARY TEMPORARY CUL-DE-SAC. LOTS: 1. DEVELOP BLOCK 141.0606, LOTS 25 TO 48. DEVELOP BLOCK 141.0606, LOTS 25 TO 48. STORM SEWER: 1. CONSTRUCT INLETS I-1, I-2, I-3, I-4, I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED CONSTRUCT INLETS I-1, I-2, I-3, I-4, I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED INLETS I-1, I-2, I-3, I-4, I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED INLETS I-1, I-2, I-3, I-4, I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED I-1, I-2, I-3, I-4, I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED I-1, I-2, I-3, I-4, I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED I-2, I-3, I-4, I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED I-2, I-3, I-4, I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED I-3, I-4, I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED I-3, I-4, I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED I-4, I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED I-4, I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED I-5, I-6, I-9, AND I-10 AND ALL ASSOCIATED I-6, I-9, AND I-10 AND ALL ASSOCIATED I-6, I-9, AND I-10 AND ALL ASSOCIATED I-9, AND I-10 AND ALL ASSOCIATED I-9, AND I-10 AND ALL ASSOCIATED AND I-10 AND ALL ASSOCIATED AND I-10 AND ALL ASSOCIATED I-10 AND ALL ASSOCIATED I-10 AND ALL ASSOCIATED AND ALL ASSOCIATED AND ALL ASSOCIATED ALL ASSOCIATED ALL ASSOCIATED ASSOCIATED ASSOCIATED PIPING. 2. CONSTRUCT MANHOLE 1 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO I-13. CONSTRUCT MANHOLE 1 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO I-13. SANITARY SEWER: 1. CONSTRUCT MANHOLE 7, MANHOLE 8 AND MANHOLE 9 AND ALL ASSOCIATED PIPING. CONSTRUCT MANHOLE 7, MANHOLE 8 AND MANHOLE 9 AND ALL ASSOCIATED PIPING. 2. CONSTRUCT SANITARY SEWER FROM TURNBERRY DRIVE STA. 2+00 TO MANHOLE 7. CONSTRUCT SANITARY SEWER FROM TURNBERRY DRIVE STA. 2+00 TO MANHOLE 7. 3. CONSTRUCT SANITARY SEWER FROM STATION 13+99 TO STA. 13+57 IN SPYGLASS HILL CONSTRUCT SANITARY SEWER FROM STATION 13+99 TO STA. 13+57 IN SPYGLASS HILL SANITARY SEWER FROM STATION 13+99 TO STA. 13+57 IN SPYGLASS HILL SANITARY SEWER FROM STATION 13+99 TO STA. 13+57 IN SPYGLASS HILL SEWER FROM STATION 13+99 TO STA. 13+57 IN SPYGLASS HILL SEWER FROM STATION 13+99 TO STA. 13+57 IN SPYGLASS HILL FROM STATION 13+99 TO STA. 13+57 IN SPYGLASS HILL FROM STATION 13+99 TO STA. 13+57 IN SPYGLASS HILL STATION 13+99 TO STA. 13+57 IN SPYGLASS HILL STATION 13+99 TO STA. 13+57 IN SPYGLASS HILL 13+99 TO STA. 13+57 IN SPYGLASS HILL 13+99 TO STA. 13+57 IN SPYGLASS HILL TO STA. 13+57 IN SPYGLASS HILL TO STA. 13+57 IN SPYGLASS HILL STA. 13+57 IN SPYGLASS HILL STA. 13+57 IN SPYGLASS HILL 13+57 IN SPYGLASS HILL 13+57 IN SPYGLASS HILL IN SPYGLASS HILL IN SPYGLASS HILL SPYGLASS HILL SPYGLASS HILL HILL HILL DRIVE. 4. INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW. INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW. WATER MAIN: 1. INSTALL WATER MAIN ALONG ENTIRE LENGTH OF SPYGLASS HILL DRIVE AND CONNECT TO INSTALL WATER MAIN ALONG ENTIRE LENGTH OF SPYGLASS HILL DRIVE AND CONNECT TO WATER MAIN ALONG ENTIRE LENGTH OF SPYGLASS HILL DRIVE AND CONNECT TO WATER MAIN ALONG ENTIRE LENGTH OF SPYGLASS HILL DRIVE AND CONNECT TO MAIN ALONG ENTIRE LENGTH OF SPYGLASS HILL DRIVE AND CONNECT TO MAIN ALONG ENTIRE LENGTH OF SPYGLASS HILL DRIVE AND CONNECT TO ALONG ENTIRE LENGTH OF SPYGLASS HILL DRIVE AND CONNECT TO ALONG ENTIRE LENGTH OF SPYGLASS HILL DRIVE AND CONNECT TO ENTIRE LENGTH OF SPYGLASS HILL DRIVE AND CONNECT TO ENTIRE LENGTH OF SPYGLASS HILL DRIVE AND CONNECT TO LENGTH OF SPYGLASS HILL DRIVE AND CONNECT TO LENGTH OF SPYGLASS HILL DRIVE AND CONNECT TO OF SPYGLASS HILL DRIVE AND CONNECT TO OF SPYGLASS HILL DRIVE AND CONNECT TO SPYGLASS HILL DRIVE AND CONNECT TO SPYGLASS HILL DRIVE AND CONNECT TO HILL DRIVE AND CONNECT TO HILL DRIVE AND CONNECT TO DRIVE AND CONNECT TO DRIVE AND CONNECT TO AND CONNECT TO AND CONNECT TO CONNECT TO CONNECT TO TO TO EXISTING WATER MAIN IN US ROUTE 322. 2. INSTALL WATER MAIN WITHIN THE REMAINDER OF TURNBERRY DRIVE. INSTALL WATER MAIN WITHIN THE REMAINDER OF TURNBERRY DRIVE. 3. INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW.INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW.

AutoCAD SHX TextPHASE 5 ROADWAY: 1. CONSTRUCT TURNBERRY DRIVE STA. 13+57 TO STA. 9+75 AND PROVIDE TEMPORARY CONSTRUCT TURNBERRY DRIVE STA. 13+57 TO STA. 9+75 AND PROVIDE TEMPORARY TURNBERRY DRIVE STA. 13+57 TO STA. 9+75 AND PROVIDE TEMPORARY TURNBERRY DRIVE STA. 13+57 TO STA. 9+75 AND PROVIDE TEMPORARY DRIVE STA. 13+57 TO STA. 9+75 AND PROVIDE TEMPORARY DRIVE STA. 13+57 TO STA. 9+75 AND PROVIDE TEMPORARY STA. 13+57 TO STA. 9+75 AND PROVIDE TEMPORARY STA. 13+57 TO STA. 9+75 AND PROVIDE TEMPORARY 13+57 TO STA. 9+75 AND PROVIDE TEMPORARY 13+57 TO STA. 9+75 AND PROVIDE TEMPORARY TO STA. 9+75 AND PROVIDE TEMPORARY TO STA. 9+75 AND PROVIDE TEMPORARY STA. 9+75 AND PROVIDE TEMPORARY STA. 9+75 AND PROVIDE TEMPORARY 9+75 AND PROVIDE TEMPORARY 9+75 AND PROVIDE TEMPORARY AND PROVIDE TEMPORARY AND PROVIDE TEMPORARY PROVIDE TEMPORARY PROVIDE TEMPORARY TEMPORARY TEMPORARY CUL-DE-SAC. 2. CONSTRUCT AUGUSTA COURT. CONSTRUCT AUGUSTA COURT. LOTS: 1. DEVELOP BLOCK 141.0605, LOTS 45 TO 57 AND BLOCK 141.0606, LOTS 15 TO 24. DEVELOP BLOCK 141.0605, LOTS 45 TO 57 AND BLOCK 141.0606, LOTS 15 TO 24. STORM SEWER: 1. CONSTRUCT INLETS I-7 AND I-8 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET CONSTRUCT INLETS I-7 AND I-8 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET INLETS I-7 AND I-8 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET INLETS I-7 AND I-8 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET I-7 AND I-8 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET I-7 AND I-8 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET AND I-8 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET AND I-8 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET I-8 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET I-8 AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET AND ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET ALL ASSOCIATED PIPING INCLUDING PIPING TO INLET ASSOCIATED PIPING INCLUDING PIPING TO INLET ASSOCIATED PIPING INCLUDING PIPING TO INLET PIPING INCLUDING PIPING TO INLET PIPING INCLUDING PIPING TO INLET INCLUDING PIPING TO INLET INCLUDING PIPING TO INLET PIPING TO INLET PIPING TO INLET TO INLET TO INLET INLET INLET I-9. SANITARY SEWER: 1. CONSTRUCT MANHOLE 10, MANHOLE 11 AND MANHOLE 12 AND ALL ASSOCIATED PIPING, CONSTRUCT MANHOLE 10, MANHOLE 11 AND MANHOLE 12 AND ALL ASSOCIATED PIPING, MANHOLE 10, MANHOLE 11 AND MANHOLE 12 AND ALL ASSOCIATED PIPING, MANHOLE 10, MANHOLE 11 AND MANHOLE 12 AND ALL ASSOCIATED PIPING, MANHOLE 10, MANHOLE 11 AND MANHOLE 12 AND ALL ASSOCIATED PIPING, 10, MANHOLE 11 AND MANHOLE 12 AND ALL ASSOCIATED PIPING, 10, MANHOLE 11 AND MANHOLE 12 AND ALL ASSOCIATED PIPING, MANHOLE 11 AND MANHOLE 12 AND ALL ASSOCIATED PIPING, MANHOLE 11 AND MANHOLE 12 AND ALL ASSOCIATED PIPING, 11 AND MANHOLE 12 AND ALL ASSOCIATED PIPING, 11 AND MANHOLE 12 AND ALL ASSOCIATED PIPING, AND MANHOLE 12 AND ALL ASSOCIATED PIPING, AND MANHOLE 12 AND ALL ASSOCIATED PIPING, MANHOLE 12 AND ALL ASSOCIATED PIPING, MANHOLE 12 AND ALL ASSOCIATED PIPING, 12 AND ALL ASSOCIATED PIPING, 12 AND ALL ASSOCIATED PIPING, AND ALL ASSOCIATED PIPING, AND ALL ASSOCIATED PIPING, ALL ASSOCIATED PIPING, ALL ASSOCIATED PIPING, ASSOCIATED PIPING, ASSOCIATED PIPING, PIPING, PIPING, INCLUDING PIPING TO THE STUB AT TURNBERRY DRIVE STA. 13+57. 2. INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW. INSTALL UNIT LATERALS TO 1 FOOT BEYOND ROAD ROW. WATER MAIN: 1. INSTALL WATER MAIN IN AUGUSTA COURT.INSTALL WATER MAIN IN AUGUSTA COURT.

rickTypewritten TextEXHIBIT A-301/14/2021

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