Loading...
HomeMy WebLinkAboutStormwater Pollution Control Plan 8-1-20000 C-) -5 1 n Q) E 0 ry 0 .......... LOT 52 ArSF , % 00 GRAPHIC SCALE LEGEND 100 0 50 100 200 400 Oft EXISTING PROPOSED 0 Igpgo PROPERTY/STREET LINE k EASEMENT LINE PHASE 2 IN FEET D— D STORM SEWER, CATCH BASIN % 1 inch 100 ft. NIN 400, WIRE FENCE >9 STONE WALL PHASE 1 LOT 50 LOT 51 STREAM llzc- PHASE 4 % TEMP. RISER hr INLAND WETLANDS SEE DETAIL INLAND WETLANDS BUFFER COLCHESTER LD DWG #2 (TYP.) PHASE LINE RO V, ro rY"Y-Y­I`� ROAD CLEARING LIMITS -r—SF LOT CLEARING LIMITS SF— SILT FENCE 4000 PHASE 3 CONTOUR TEMPORARY STOCKPILE AREA LOT 38 SF SCS SOIL BOUNDARY SEDIMENT BASIN SEDIMENT BASIN SEDIMENT BASIN WATERSHED BOUNDARY 60'L x 30'W (MIN.) 701 x 35'W (MIN.) 501 x 25'W (MIN.) TEMPORARY SEDIMENT BASIN #6 DETAIL TEMPORARY SEDIMENT BASIN '47 DETAIL TEMPORARY SEDIMENT BASIN #8 DETAIL PHASE SCALE: 1"=40' SCALE: 1"=40' SCALE: 1"=40' N/F N/F 14/F N/F N F - ALA14 "P.- �3-AWACROCE 'O`AUV4� -SMUSSEN AL�140,F.-- ORTEGA & GREGORY"C' ,,P -TER VINE & N/F KA�T��N K. - AN CE, NOR DROZYNSKI ..-,,S tTACRO I OW N D A T. ORTEGA N/F R 0 B E R T, �FLORfq MM SCALE: 1" 1000' CONSTRUCTION t & - - - 11 1 -NANCY L..-HODGELam.-CATHERINE- VINE _,N_YAC KEY MAP AM N-- ------ ELA D. C EXISTING G -_'STREET LINE -- - - - - - ENTRANCE (TYP.) . . .................... 7 --A fi0 APP do SC�LD ........ :_ 1i T ---6=— — — SIC 00AD y F\ 0 N/F "'OLCH Pd 0 OPENS �CE NORMAN PAUL RASMUSSEN STELLA UNGEHEUER o 914 AC ES LOT 2& 00-1 & CAROL S. RASMUSSEN 0 /,7C�fAPEL QEMEtERY 0 N 4k III, WEN W. PAIGE JR. 7 �OT 6 -- L 1 & JOY ICE B. RA I G E S DETENTION Z BASIN #1 C_ LOT 1 OT �77 A (Z:) T 5 'o mw IN% PHAS ,N/F dpol 7 TIMOTHY''. LAGACE ool L OA IM, 6T 24 -j, _�O LOT 78 DETENTION LOT BASIN #4 LQT LO 2 ;;o� LO U .59' WETLANDS BPFFER (TYPICAL) LOT- 28 N/F IS Nk PHILLIP M. HUT R6 DEBRA HUTA TA TY AI A & o" UURT 44 �L L01' ztp T LOT % iL L LOT L T AF 4L) LOT 3t\ LOT 32 1, LOT 33 tOT 13 LOT 10 LOT,. 73 11 %/ LOT zz �L N/F 1T 74 .1 LOT 11 LOT 7 LC 71 LOT 2 LOT STANLEY DOMBROWSKI & WT -11 AURORE A. DOMBROWSKI L 20 _LO T 14,/ 40 LOT 19 17.612 ACRES N, (6.222 ACRES WETLANDS) OPEN SPACE AWL OPEN SPACE LOT LOT 18 3.639 ACRES (1.740 ACRES WETLANDS) 'LOT 14 % % BUFFER (TYP.) 'dIoo 50' WETLANDS /40 ZLOT LOT '00 01 52 i0ol t % " f 't . . . ............... . LOT- 3ar" -LOT 3 E OT 67 DETEN'"ON LOT 65 BASIN #5 ov LOT 5Rn LOT Rn ; 1 LO LOT 5j do oe C_ 0 LOT 57 of 14, 59 d OPEN' SLOT 58 r, pd r AIL OT 1.197 ACR TEMPQkARY '4, (0 94 ACRES WETL' DS IMSIN TS owl w l ,LOT 6 LOT 50 L Ab PH ASE LW I OP lo I LOT 49t 1I' 1% T 52 LOT 147 do o( NOTES DETENTION ♦' - ~ 1- ' _ ' \ �� 1' / j ' f' €' t / , r , , BASIN #3 LO 3 1. THE INFORMATION SHOWN HEREON IS REFLECTED ON THE SUBDIVISION DRAWINGS APPROVED BY THE ♦ AIL MONT\ILLE PLANNING AND ZONING COMMISSION AND REFERED TO AS "PINE RIDGE ESTATES SUBDIVISION, LOT,VV OLD COLCHESTER ROAD, MONTVILLE, CONNECTICUT" BY BENNETT & SMILAS ENGINEERING, INC., DATED xo� `\ t e \ , \, ,JANUARY 20, 2000 AND REVISED LAST ON 6/20/2000. Rn I LO % -,I'-- - �z PROPCSED CONSTRUCTION: -AIL PROPOSED CONSTRUCTION IS TO BE COMPLETED IN THE FOLLOWING PHASES le T, .. . ......... . .................... Lo OT 10 - N , , \ - �, " I �o PHASE #1: SITE DEVELOPMENT PLAN DRAWING #5 AND PLAN AND PROFILE DRAWINGS #12 AND #16. N N PHASE #2: RECORD SUBDIVISION MAP DWG #1, SITE DEVELOPMENT PLAN DRAWINGS #10 AND #11 AND 50' WETLANDS BUFFER TYP.) LOT 40 Ilk PLAN AND PROFILE DRAWINGS #20, #21 AND #22. .'LOT -43 LOT 41 PHASE #3: SITE DEVELOPMENT PLAN DRAWINGS #5, #7 AND #9 AND PLAN AND PROFILE DRAWINGS #12, —/..' ' , \ r , t r' LAND N %b /F LOT 42 #13 AND #14. A�EJQ F ORtEGA,,& PHASE #4: SITE DEVELOPMENT PLAN DRAWING #6 AND #7 AND PLAN AND PROFILE DRAWINGS #14, #15 QIOLI�DA T,' ORTEGA AND #17. TO, BE CONVEYED /TO V/F H AP fE WS POND, LLC STANLEY DOMBROWSKI' & PHASE #5: SITE DEVELOPMENT PLAN DRAWINGS #6, #7 AND #8 AND PLAN AND PROFILE DRAWINGS #18 NIIIIIIIIIIIIIII AURORE' DbM8ROWSKI AND #19. PHASES 1,3A AND 5 ARE ALSO SHOWN ON THE RECORD SUBDIVISION MAP DRAWING #4. 2. SIL- FENCE SHOWN ON THE TEMPORARY SEDIMENT BASIN DETAIL SHALL BE INSTALLED IN Ar ADDITI)N TO THE SILT FENCE SHOWN ON THE SITE DEVELOPMENT PLANS AND DETAIL DRAWING. 3. THE TEMPORARY SEDIMENT BASINS SHOWN ARE THE MINIMUM REQUIRED SIZE USING THE - - - - - - - CALCU ­ AT10N OF 134 CU. YDS PER ACRE OF DRAINAGE AREA CONTRIBUTING TO THE BASIN. THE BASINS ARE 3 FEET IN DEPTH. 14oft "7 0 4. ALL LOTS TO BE DEVELOPED ON AN INDIVIDUAL BASIS. PLOT PLANS SHOWING PROPOSED LOT IMPRO'4EMENTS AND LIMITS OF TREE CUTTING ARE TO BE SUBMITTED TO THE TOWN OF MONTvlLLE PRIOR TO ISSUANCE OF A BUILDING PERMIT (SEE NOTE 6, AS SHOWN ON THE RECORD SUBDIVISION MAP DRAWING #2). �j Q U -j rftN 4 tom ra .4 Cn Q Cn Q C O 44 r4q ko O Q D WG. NO.: Q U -j rftN 4 tom Q O 44 O Q N Q DA TE: AUGUST 1, 2000 SCALE: AS SHOWN SHEET: 1 OF 2 D WG. NO.: CONSTRUCTION NARRATIVE I. GENERAL - 1 . THE PROPERTY OWNER HAS SUBDIVIDED HIS PROPERTY INTO 85 RESIDENTIAL BUILDING LOTS. 2. THE SUBDIVISION CONSISTS OF TWO PARCELS OF LAND LOCATED ON THE NORTH AND SOUTH SIDES OF OLD COLCHESTER ROAD. THE NORTH PARCEL CONTAINS 96.564 ACRES OF WHICH 27.8 ACRES ARE DESIGNATED AS INLAND WETLANDS. THE SOUTH PARCEL CONTAINS 159.733 ACRES OF WHICH APPROXIMATELY 37.1 ACRES ARE DESIGNATED AS INLAND WETLANDS. 3. THE PARCELS CONTAIN A VARIETY OF TERRAIN INCLUDING MEADOW, FOREST AND WETLANDS. 4. THE NORTH PARCEL GENERALLY SLOPES DOWN FROM SOUTH TO NORTH AND CONTAINS A LARGE AREA OF INLAND WETLANDS LOCATED IN THE CENTRAL PORTION. SEVERAL BANDS OF INLAND WETLANDS ARE ASSOCIATED WITH INTERMITTENT STREAMS FLOWING ACROSS THE PARCEL FROM SOUTH TO NORTH. THE INTERMITTENT STREAMS FLOW FROM INLAND WETLAND AREAS LOCATED ON THE SOUTH PARCEL AS WELL AS WETLANDS LOCATED TO THE WEST OF THE SOUTH PARCEL. 5. FOUR LOTS ARE PROPOSED TO BE DEVELOPED ALONG OLD COLCHESTER ROAD. A SANITARY SEWER MAIN SERVING A PORTION OF THE NORTH PARCEL IS PROPOSED TO CROSS THE INLAND WETLANDS AND BUFFER AREA. A TOTAL OF APPROXIMATELY 0.06 ACRES OF INLAND WETLANDS AND 0.10 ACRES OF BUFFER AREA ARE PROPOSED TO BE DISTURBED ON THE NORTH PARCEL. 6. THE SOUTH PARCEL CONSISTS GENERALLY OF ROLLING TERRAIN. THERE ARE THREE PRINCIPAL AREAS OF INLAND WETLANDS, THEY ARE IN THE NORTHWEST, NORTHEAST AND SOUTHERLY PORTIONS OF THE PARCEL. THESE AREAS OF INLAND WETLANDS AREA SEPARATED BY WELL DEFINED RIDGES OF UPLAND SOILS. AN UNNAMED BROOK FLOWS EASTERLY AND SOUTHERLY THROUGH THE SOUTHERLY WETLAND AREA. THIS UNNAMED BROOK FLOWS INTO FOX BROOK. TWO VERNAL POOLS WERE IDENTIFIED BY THE SOIL SCIENTIST IN THE NORTHWESTERLY WETLAND AREA. NO DISTURBANCE IS PROPOSED IN THAT AREA AND THROUGH THE PROPER USE OF EROSION AND SEDIMENT CONTROL MEASURES THE VERNAL POOLS SHOULD SUFFER NO DETRIMENTAL EFFECTS FROM THE DEVELOPMENT. 7. 81 OF THE 85 LOTS ARE PROPOSED TO BE DEVELOPED ON 5,070 L.F. OF NEW ROAD. A TOTAL OF 0.75 ACRES OF INLAND WETLANDS BUFFER AREA IS PROPOSED TO BE DISTURBED ON THE SOUTH PARCEL DUE TO DETENTION BASINS, ROADWAY SIDE SLOPE AND LOT CONSTRUCTION. 8. APPROXIMATELY 16 ACRES OF THE TOTAL SITE IS TO BE DISTURBED BY CONSTRUCTION. 9. ALL LOTS ARE TO BE SERVED BY PRIVATE WELLS AND PUBLIC SANITARY SEWER. 10. THE PROJECT WILL BE DEVELOPED IN FIVE PHASES. 11. CONSTRUCTION HAS BEGUN. 12. THE MAINTENANCE OF THE PERMANENT CONTROL MEASURES WITHIN THE STREET RIGHT OF WAY AND EASEMENT AREAS SHALL BE THE RESPONSIBILITY OF THE TOWN OF MONTVILLE AFTER THE ROADS ARE ACCEPTED BY THE TOWN. 13. THE RESPONSIBLE CONTACT PERSON FOR THE INSTALLATION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION IS JOHN D'AMATO, 1-203-874-5992. II. EXPECTED CONSTRUCTION SEQUENCE - STREET AND GENERAL SITE WORK. 1. GENERAL INSTALLATION AND CONSTRUCTION PROCEDURES. A. CONSTRUCTION ENTRANCES SHALL CONSIST OF 2" CRUSHED STONE OR GRAVEL PLACED ON A GEOTEXTILE FABRIC. MONITOR THE CONSTRUCTION ENTRANCE CONTINUOUSLY AND PLACE ADDITIONAL STONE DRESSING AS NECESSARY. SEE DETAIL. B. SEDIMENT BARRIERS SHALL BE INSTALLED AS SHOWN IN THE DETAIL. THE BARRIERS SHALL BE INSPECTED PERIODICALLY AND AFTER EVERY STORM. REPAIR OR REPLACE ANY PORTION OF THE BARRIER WHICH IS NOT FUNCTIONING AS INTENDED. REMOVE ANY ACCUMULATED SEDIMENT. C. THE LIMITS OF CONSTRUCTION ARE DEPICTED ON THE SITE DEVELOPMENT PLANS. THESE REPRESENT THE LIMITS OF CLEARING, GRADING AND EXCAVATING. CLEARING FOR ROADWAYS IS TO BE DONE AS OUTLINED BELOW, IN FIVE PHASES. THE ENTIRE ROADWAY MAY BE CLEARED, HOWEVER, CLEAR CUTTING OF LOTS IS NOT PERMITTED. ON-SITE BURIAL OF BRUSH, STUMPS, LITTER OR CONSTRUCTION DEBRIS IS NOT PERMITTED. NO LITTER, DEBRIS, BUILDING MATERIALS OR SIMILAR MATERIALS SHALL BE ALLOWED TO DISCHARGE INTO THE WATERS ON-SITE OR DOWNSTREAM OF THE SITE. D. STRIPPED TOPSOIL SHALL BE STOCKPILED IN THE AREAS SHOWN. IMMEDIATELY PLACE SEDIMENT BARRIERS ALONG THE DOWN SLOPE SIDE OF THE PILES. IF THE PILES ARE NOT TO BE MOVED FOR AT LEAST THIRTY DAYS, THEN SEED WITH THE TEMPORARY SEED MIXTURE. E. DISTURBED AREAS, CONTROL MEASURES AND CONSTRUCTION ENTRANCES ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.1 INCHES OR GREATER. CLEAN ACCUMULATED SEDIMENT WHEN IT REACHES ONE FOOT IN DEPTH. AREAS THAT HAVE BEEN FINALLY STABILIZED SHALL BE INSPECTED ONCE A MONTH FOR THREE MONTHS. F. CONSTRUCT TEMPORARY SEDIMENT BASINS AS SHOWN IN THE DETAIL. SEE DRAWING NUMBER 1 FOR THE LOCATION OF THE TEMPORARY SEDIMENT BASINS. 2. ROAD CONSTRUCTION AND DEVELOPMENT - PHASE 1 - SEPTEMBER 2000 - JUNE 2001 A. INSTALL THE CONSTRUCTION ENTRANCE. B. CLEAR THE AREA REQUIRED FOR THE CONSTRUCTION OF ROADWAYS FOR THE ENTIRE SITE AND FOR CONSTRUCTION OF DETENTION BASINS 1 AND 4. C. INSTALL SEDIMENT BARRIERS IN THE LOCATIONS SHOWN ON THE DRAWINGS. D. GRUB THE AREAS FOR THE ROADWAY IN PHASE I AND THE DETENTION BASINS. E. CONSTRUCT DETENTION BASINS. STABILIZE THE SIDE SLOPES AND INSTALL TEMPORARY RISER PIPES AS DETAILED. THE RISER PIPES WILL REMAIN IN PLACE DURING THE ENTIRE TIME OF CONSTRUCTION UNTIL THE PAVEMENT HAS BEEN LAID AND PERMANENT GROUND COVER HAS BEEN ESTABLISHED. F. STRIP AND STOCKPILE TOPSOIL IN THE AREAS SHOWN. G. BRING THE ROAD TO FINISHED SUBGRADE ELEVATION. H. INSTALL WATER BARS OR STONE CHECK DAMS IN DISTURBED AREAS PER CONNECTICUT GUIDELINES. I. INSTALL UTILITIES. SEWER LATERALS ARE TO BE INSTALLED TO 2't BEHIND THE STREET LINE. J. PLACE THE BASE COURSE OF PAVEMENT AND THE CURB. K. BEGIN HOUSE CONSTRUCTION. SEE SECTION III - BUILDING LOT DEVELOPMENT. L. BRING THE SHOULDERS TO FINISHED GRADE WITH A MINIMUM OF 4" OF TOPSOIL. SPREAD SEED, LIME, FERTILIZER AND MULCH IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. 3. ROAD CONSTRUCTION AND DEVELOPMENT - PHASE 2 - APRIL 2001 - JUNE 2001 A. INSTALL THE CONSTRUCTION ENTRANCE. B. CLEAR THE AREA REQUIRED FOR THE CONSTRUCTION OF THE SANITARY SEWER MAIN NORTH OF OLD COLCHESTER ROAD. C. INSTALL SEDIMENT BARRIERS IN THE LOCATIONS SHOWN ON THE DRAWINGS. D. GRUB THE AREAS FOR THE CONSTRUCTION OF THE SANITARY SEWER. E. STRIP AND STOCKPILE TOPSOIL IN THE AREAS SHOWN. F. CONSTRUCT THE SANITARY SEWER. G. BEGIN CONSTRUCTION OF HOUSES 82,83,84 & 85. SEE SECTION III - BUILDING LOT DEVELOPMENT. H. BRING THE AREA DISTURBED BY THE CONSTRUCTION OF THE SANITARY SEWER TO FINISHED GRADE. SPREAD WITH A MINIMUM OF 4" OF TOPSOIL. SPREAD SEED, LIME FERTILIZER AND MULCH IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. 4. ROAD CONSTRUCTION AND DEVELOPMENT - PHASE 3 - MAY 2001 - DECEMBER 2001 A. INSTALL THE CONSTRUCTION ENTRANCE. B. INSTALL SEDIMENT BARRIERS IN THE LOCATIONS SHOWN ON THE DRAWINGS. C. GRUB THE AREAS FOR THE ROADWAY IN PHASE 3 AND THE DETENTION BASIN. D. CONSTRUCT DETENTION BASIN. STABILIZE THE SIDE SLOPES AND INSTALL TEMPORARY RISER PIPES AS DETAILED. THE RISER PIPES WILL REMAIN IN PLACE DURING THE ENTIRE TIME OF CONSTRUCTION UNTIL THE PAVEMENT HAS BEEN LAID AND PERMANENT GROUND COVER HAS BEEN ESTABLISHED. E. STRIP AND STOCKPILE TOPSOIL IN THE AREAS SHOWN. F. BRING THE ROAD TO FINISHED SUBGRADE ELEVATION. G. INSTALL WATER BARS OR STONE CHECK DAMS IN DISTURBED AREAS PER CONNECTICUT GUIDELINES. H. INSTALL UTILITIES. SEWER LATERALS ARE TO BE INSTALLED TO 2't BEHIND THE STREET LINE. I. PLACE THE BASE COURSE OF PAVEMENT AND THE CURB. J. BEGIN HOUSE CONSTRUCTION. SEE SECTION III - BUILDING LOT DEVELOPMENT. K. INSTALL THE GUIDE RAIL IN THE LOCATIONS SHOWN. BRING THE SHOULDERS TO FINISHED GRADE WITH A MINIMUM OF 4" OF TOPSOIL. SPREAD SEED, LIME, FERTILIZER AND MULCH IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. 0 0 w Q ry Q z w Q ry 0 ry 0 5. ROAD CONSTRUCTION AND DEVELOPMENT - PHASE 4 - AUGUST 2001 - APRIL 2002 A. INSTALL THE CONSTRUCTION ENTRANCE. B. INSTALL SEDIMENT BARRIERS IN THE LOCATIONS SHOWN ON THE DRAWINGS. C. GRUB THE AREAS FOR THE ROADWAY IN PHASE 4 AND THE DETENTION BASIN. D. CONSTRUCT DETENTION BASIN. STABILIZE THE SIDE SLOPES AND INSTALL TEMPORARY RISER PIPES AS DETAILED. THE RISER PIPES WILL REMAIN IN PLACE DURING THE ENTIRE TIME OF CONSTRUCTION UNTIL THE PAVEMENT HAS BEEN LAID AND PERMANENT GROUND COVER HAS BEEN ESTABLISHED. E. STRIP AND STOCKPILE TOPSOIL IN THE AREAS SHOWN. F. BRING THE ROAD TO FINISHED SUBGRADE ELEVATION. G. INSTALL WATER BARS OR STONE CHECK DAMS IN DISTURBED AREAS PER CONNECTICUT GUIDELINES. H. INSTALL UTILITIES. SEWER LATERALS ARE TO BE INSTALLED TO 2't BEHIND THE STREET LINE. I. PLACE THE BASE COURSE OF PAVEMENT AND THE CURB. J. BEGIN HOUSE CONSTRUCTION. SEE SECTION III - BUILDING LOT DEVELOPMENT BELOW. K. BRING THE SHOULDERS TO FINISHED GRADE WITH A MINIMUM OF 4" OF TOPSOIL. SPREAD SEED, LIME, FERTILIZER AND MULCH IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. 6. ROAD CONSTRUCTION AND DEVELOPMENT - PHASE 5 - MARCH 2002 - SEPTEMBER 2002 A. INSTALL THE CONSTRUCTION ENTRANCE. B. INSTALL SEDIMENT BARRIERS IN THE LOCATIONS SHOWN ON THE DRAWINGS. C. GRUB THE AREAS FOR THE ROADWAY IN PHASE 5 AND THE SEDIMENT BASINS. D. CONSTRUCT SEDIMENT BASINS. STABILIZE THE SIDE SLOPES AND INSTALL TEMPORARY RISER PIPES AS DETAILED. THE RISER PIPES WILL REMAIN IN PLACE DURING THE ENTIRE TIME OF CONSTRUCTION UNTIL THE PAVEMENT HAS BEEN LAID AND PERMANENT GROUND COVER HAS BEEN ESTABLISHED. E. STRIP AND STOCKPILE TOPSOIL IN THE AREAS SHOWN. F. BRING THE ROAD TO FINISHED SUBGRADE ELEVATION. MAINTAIN TEMPORARY SEDIMENT BASINS. G. INSTALL WATER BARS AND STONE CHECK DAMS IN DISTURBED AREAS PER CONNECTICUT GUIDELINES. H. INSTALL UTILITIES. SEWER LATERALS ARE TO BE INSTALLED TO 2'f BEHIND THE STREET LINE. I. PLACE THE BASE COURSE OF PAVEMENT AND THE CURB. J. BEGIN HOUSE CONSTRUCTION. SEE SECTION III - BUILDING LOT DEVELOPMENT BELOW. K. BRING THE SHOULDERS TO FINISHED GRADE WITH A MINIMUM OF 4" OF TOPSOIL. SPREAD SEED, LIME, FERTILIZER AND MULCH IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. 7. FINAL CONSTRUCTION MEASURES. A. PLANT STREET TREES AND OTHER LANDSCAPING AS SHOWN ON THE DRAWINGS. B. PLACE FINAL COURSE OF PAVEMENT. C. REMOVE ALL SEDIMENT BARRIERS AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. FINE GRADE THE AREAS AND SEED AS NECESSARY. III. BUILDING LOT DEVELOPMENT 1. THE CONSTRUCTION SEQUENCE FOR THE INDIVIDUAL LOTS IS GENERIC AND IS INTENDED AS A GENERAL GUIDELINE. THE HOUSE LOCATIONS DEPICTED ON THE SITE DEVELOPMENT PLANS ARE INTENDED TO SHOW THAT THE LOTS CAN BE DEVELOPED IN ACCORDANCE WITH THE ZONING, SUBDIVISION AND INLAND WETLANDS REGULATIONS OF THE TOWN OF MONTVILLE. CLEAR CUTTING OF LOTS IS NOT PERMITTED. INDIVIDUAL PLOT PLANS SHOWING THE LOT IMPROVEMENTS AND THE LIMITS OF TREE CUTTING ARE TO BE SUBMITTED TO THE TOWN OF MONTVILLE PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 2. THE INSTALLATION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL DEVICES ON THE INDIVIDUAL LOTS WILL BE THE RESPONSIBILITY OF THE LOT OWNER. 3. EXPECTED CONSTRUCTION SEQUENCE A. CLEAR LOT B. INSTALL SEDIMENT BARRIER IN ACCORDANCE WITH THE TYPICAL EROSION AND SEDIMENT CONTROL DETAIL. C. INSTALL CONSTRUCTION ENTRANCE. D. GRUB THE LOT. STRIP AND STOCKPILE TOPSOIL. E. EXCAVATE FOR UTILITIES AND FOUNDATION. F. CONSTRUCT THE HOUSE. G. SPREAD THE TOPSOIL AND FINE GRADE. SPREAD SEED, LIME AND FERTILIZER IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. H. REMOVE ALL SEDIMENT BARRIERS AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. PERMANENT SEEDING SCHEDULE SEED MIXTURE: CREEPING RED FESCUE 0.45 LBS PER 1,000 SQ FT REDTOP 0.05 TALL FESCUE 0.45 TOTAL 0.95 LBS PER 1,000 SQ FT FERTILIZER: 10-10-10 APPLY AT 7.5 LBS PER 1,000 SQ FT LIMESTONE: APPLY AT 150 LBS PER 1,000 SQ FT SEEDING DATES: APRIL 15 THROUGH JUNE 15 AUGUST 15 THROUGH SEPTEMBER 15 MULCHING: SPREAD HAY/STRAW OVER ALL AREAS AFTER SEEDING. USE 1 1/2 TO 2 BALES PER 1,000 SQ FT. TARGET FOR 100% COVERAGE. ANCHOR BY USING NETTING OR TRACKING AS NECESSARY. HYDROSEEDING WITH SEED, LIME, FERTILIZER AND FIBER MULCH IS ACCEPTABLE. SEEDING RATES SHALL BE INCREASED BY 10 PERCENT. SOIL STABILIZATION BLANKET: ENKAMENT, AS MANUFACTURED BY AMERICAN EXCELSIOR COMPANY, LANDLOK ECRM 450, AS MANUFACTURED BY SYNTHETIC INDUSTRIES, OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS. TEMPORARY MEASURES - SEED MIXTURE: ANNUAL RYEGRASS 1.00 LBS PER 1,000 SQ FT MULCHING: SAME AS ABOVE SEED AND MULCH ALL EXPOSED AREAS THAT WILL NOT BE BROUGHT TO GRADE FOR A PERIOD IN EXCESS OF THIRTY DAYS. WHEN SEEDING DATES CANNOT BE MET, SPREAD MULCH AS DESCRIBED ABOVE. THE RESPONSIBLE CONTACT PERSON FOR THE INSTALLATION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL MEASURES DURING ROAD CONSTRUCTION IS JOHN D'AMATO, 1-203-874-5992. THE MAINTENANCE OF THE PERMANENT CONTROL MEASURES WITHIN THE STREET RIGHT OF WAY AND EASEMENT AREAS SHALL BE THE RESPONSIBILITY OF THE TOWN OF MONTVILLE AFTER THE ROADS ARE ACCEPTED BY THE TOWN. SOIL TYPE LEGEND Cb CANTON AND CHARLTON FINE SANDY LOAMS Cc CANTON AND CHARLTON VERY STONY FINE SANDY LOAMS Cr CHARLTON-HOLLIS FINE SANDY LOAMS, VERY ROCKY Pd PAXTON AND MONTAUK VERY STONY FINE SANDY LOAMS Rn RIDGEBURY, LEICESTER, AND WHITMAN EXTREMELY STONY a- FINE SANDY LOAMS Sx SUTTON EXTREMELY STONY FINE SANDY LOAM Wy WOODBRIDGE VERY STONY FINE SANDY LOAM IL TYPE DESCRIPTIONS TAKEN FROM THE SOIL SURVEY OF ENE W LONDON COUNTY. FLOW ==> I 100• 12" MIN. DEPTH FILTEf """" COMPACTED BACKFILL 1. SET POSTS AND EXCAVATE 2. ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH A 6"X6" TRENCH. TO POST AND EXTEND IT TO THE AND COMPACT THE SET POST DOWNSLOPE. TRENCH BOTTOM. EXCAVATED SOIL. PLACEMENT & CONSTRUCTION OF SYNTHETIC FILTER BARRIER NOT TO SCALE "I CERTIFY UNDER PENALTY OF THE LAW THAT I HAVE READ AND UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES. I UNDERSTAND THAT AS A CONTRACTOR OR SUBCONTRACTOR AT THE SITE, I AM AUTHORIZED BY THIS GENERAL PERMIT, AND MUST COMPLY WITH THE TERMS AND CONDITIONS OF THIS PERMIT, INCLUDING BUT NOT LIMITED TO THE REQUIREMENTS OF THE STORM WATER POLLUTION CONTROL PLAN PREPARED FOR THE SITE." NAME -TITLE PERFORATED 15" HDPE RISER 3 WRAPPED WITH FILTER FABRIC ADDRESS MIN. 1 412" 3 3 SIGNATURE - DATE a- `\G Q ° °av v og \` aa� 4 SURROUND RISER p Dw­l BOTTOM OF BASIN WITH 3/4- BROKEN \` STONE OR GRAVELr'll_ aD 4� 15" HDPE pQ �D Qa - -_ o p 4" MIN. _ paQ p Dp v _ °tea a - FLOW CONNDOT 2" CRUSHED GRAVEL TEMPORARY SEDIMENT BASIN AND RISER DETAIL NOT TO SCALE NOT TO SCALE NOTES: 1. PROVIDE A MINIMUM OF 134 CU. YDS. PER ACRE OF DRAINAGE AREA CONTRIBUTING TO THE BASIN. 2. LIMIT SIDE SLOPES TO NO STEEPER THAN 3:1. 3. MAINTAIN A LENGTH TO WIDTH RATIO OF 2:1 WHEREVER POSSIBLE. 4. WHEN PERMANENT DETENTION BASINS WILL BE USED AS TEMPORARY CONSTRUCTION SEDIMENT BASINS, THE OUTLET STRUCTURES SHALL BE MODIFIED BY COVERING THE INLETS WITH FILTER FABRIC AND PLACING 3/4" BROKEN STONE OR GRAVEL AROUND THE OUTLET STRUCTURE. ANGLE 10' UPSLOPE FOR STABILITY AND POST SELF CLEANING. FLOW ==> I 100• 12" MIN. DEPTH FILTEf """" COMPACTED BACKFILL 1. SET POSTS AND EXCAVATE 2. ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH A 6"X6" TRENCH. TO POST AND EXTEND IT TO THE AND COMPACT THE SET POST DOWNSLOPE. TRENCH BOTTOM. EXCAVATED SOIL. PLACEMENT & CONSTRUCTION OF SYNTHETIC FILTER BARRIER NOT TO SCALE "I CERTIFY UNDER PENALTY OF THE LAW THAT I HAVE READ AND UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES. I UNDERSTAND THAT AS A CONTRACTOR OR SUBCONTRACTOR AT THE SITE, I AM AUTHORIZED BY THIS GENERAL PERMIT, AND MUST COMPLY WITH THE TERMS AND CONDITIONS OF THIS PERMIT, INCLUDING BUT NOT LIMITED TO THE REQUIREMENTS OF THE STORM WATER POLLUTION CONTROL PLAN PREPARED FOR THE SITE." NAME -TITLE NAME OF CONTRACTING FIRM ADDRESS TELEPHONE NUMBER SIGNATURE I DATE N___T AME -TITLE NAME OF CONTRACTING FIRM ADDRESS TELEPHONE NUMBER SIGNATURE �0 DATE NAME -TITLE NAME OF CONTRACTING FIRM ADDRESS TELEPHONE NUMBER SIGNATURE �0 DATE NAME -TITLE NAME OF CONTRACTING FIRM ADDRESS TELEPHONE NUMBER SIGNATURE �0 DATE STONE CHECK DAM NOT TO SCALE EROSION & SEDIMENT CONTROL MEASURES INSPECTION REPORT DATE NAIAE-TITLE OBSERVATIONS ACTIONS TAKEN FOR THE APPROVED SUBDIVISION DRAWINGS REFER TO PLANS ENTITLED: "PINE RIDGE ESTATES SUBDIVISION OLD COLCHESTER ROAD MONTVILLE, CONNECTICUT" BY BENNETT & SMILAS ENGINEERING, INC., DATED JANUARY 20, 2000 AND REVISED LAST ON 6/20/00. ti Lit W W xc�W LLA Z ix W = Li DATE: AUGUST 1, 2000 SCALE: AS SHOWN SHEET: 2 of 2 D WG. NO.: 2 OPS 50' MIN. �0 lqv c `\G Q ° °av v og / L,t�\_4v aa� 4 a1 4" MIN. FILTER FABRIC CONNDOT 2" CRUSHED GRAVEL CONSTRUCTION ENTRANCE NOT TO SCALE EROSION & SEDIMENT CONTROL MEASURES INSPECTION REPORT DATE NAIAE-TITLE OBSERVATIONS ACTIONS TAKEN FOR THE APPROVED SUBDIVISION DRAWINGS REFER TO PLANS ENTITLED: "PINE RIDGE ESTATES SUBDIVISION OLD COLCHESTER ROAD MONTVILLE, CONNECTICUT" BY BENNETT & SMILAS ENGINEERING, INC., DATED JANUARY 20, 2000 AND REVISED LAST ON 6/20/00. ti Lit W W xc�W LLA Z ix W = Li DATE: AUGUST 1, 2000 SCALE: AS SHOWN SHEET: 2 of 2 D WG. NO.: 2 1��`P-r �! `,r,w,��`__Z�a., .. r' �• rrl tl 1 r -- -- �- ,.'r'•f� �-'' �'' ,rr w ,. .* a,l� _ -r, ��t, r frr I '� ' ' r t t \\ r r t + + , r ,r' - ` r r ' ��" �••_•"r" `!i } r'• JI r /r , r / r r t i • i �i J r` J / Frrwti�a` a h J t r r r'/,, 1 ...111 w . • '''. : � ! •, a�p' r !• r.r rrr r,/- �. '!__ �P'I r--,•--'.....! /_-- ``! , a J � r ' rf j --• . t' �r , t '' ,r'/ "�iJ`J�=�,r'.• �r �''r' - ..... _-_•_.__ `�1,�., \wt%'' ; ! rJr ttf rft It r• ,,- � •`a `, J' (• ! , ! - r/,•'' «` r -r �Pr'' r .... ., ^-rrr-- -' `w�``., a"! � r ,t ,' fr ) i ! + _ •- • a � '+' } ;�-..«',, J' ,,r r�l/, ,r r,r ..-'- rr _M1 !!♦••, t♦ yl, , , r I t �+ /YI /� � ! „-moi « rr /f , ,r ! :•'Fl rPr •, , t, . / r r J f' 1 f ,,r ` as • ` i t ` Jr• r- rl t; "," ..- rr '` ^ , , tyt ,a ,a + r rrr - , w,j as r / 'r ' "i'"' r J` ''•''. `, ^..., //�76.._,. rr a'` ,,�; pit �trJ J.,'1 1 r ! `rt l r t � ?' i 1 � `` ,'rr ri rr,t,'r.... �. fr,r r',r rr r -r` rJ'J -'`, a ,L' , r / , • , J J,/` J,i ', �,, t �r f 1 t� t •. ..' r 't„•r 1r' s`' - - ^♦ a tsi\�t r P r r, r ' l +•/ , , / r l I ,r r'- rr,r` , ♦-'% r ''- rr' ! \ t 111\ 4 I r J r ! ♦ �'r � + , - ! 1 ' ! r ' 1 , / :,.,rr•-�. r'/ N r ,._--' i t 4` `ttvJ F ,P' i 1 �,` ,'' , i Li j ! t rt rrJ i%'//_'_r-� '.'rte r`r r'«' eI _ tll i ! }1 J•; r' J Jr r r,, -rr.: J' / ! •" r' t t `: �`l ' ! I r t r, r 4' / 'r'/'.. _ ' ,' -^ rr +'', y•' 1 � V t rrr / rr�+JWI. r• J J ._ .. .•t 1 ' � 4 r r d t r r .rS _ _ / ✓ J r ' PP'"•• .-.. ' ! t•rJ r / t r , r• r tr r• 'rrr ' '` ffflll , S ? } ' J J r 'r+r'__ r r rr r` J 1 ' 1 , �l •�/t /. f '/ /` a / ,: , �l r/, , I,rr: r'/ , r' •• rrr- .. ,-- i f ! t( r`r + / ` • I',+ rJ '- ' Y 1r� ////)'.' `r,r,'rrr,,1/ •r'/r, /J ,I --_ '- ,' rrr -,. .. -, iL''a 1`'r-..' I � �f r ,`` r.0 ✓/ i. +r I '� / -• ( ! / 'Ir I , t. .,' .-_. rr- � r _ •L t ! rrr �,I r J + \_' .�j Jr' 'a P r I•,r� r ', ,�,. __. '-, , - aS1 \ +h.: J Jr+• i I Jr ��.�`'~mow.. F '7 1 1 rr i i r / J' 'rIr f ..fir t , ` .• .. _ r' s `' r ✓ !„r ` L h� d r + J r' � „ 1 1 t r Jr r f J /' r• 'J/:`J ,:r r'- ' r ' "'^.'°° �`♦ a, ,a :r t t ! J f i / ' I r iJ I/ /+�• rr rr , ,,' ' ,..,., t\ Ir. , / / - wra .�,. It \ f: ♦ , J• r/, _. ,/�P/j'' J J+� r `i j r t t J rr.�,r r- �„w , t � , y _ J , J r Jr t r ./' JI � ? ,' �. "' ,' •.r , tJJr/'� ` '% rr r / / err "Prr _., -... � -a 1a' t Jrr r r,' i rr ..� i r !' 'r r'` `a i t,-,,,. r _ /JJ I!r; .'r,, rrr+�,_- _ ♦ ,L t 1!ij I ! r' r , `�ri :I /s"' tr - /,// j ! • rrrr•. rrr«,e i JJ� i► • `j -".r ,'' -.. -. _... La tt "'t .' ' •' / `I -r' /r - \ -�' t�I . rr � O rr-,r_P r Jr ,, `r' r'! + �`. +•"J J+ `'r � ' dd� to 1JJ t lrr rPJ!•' r,.o •` r J,_ ..._ ,`\ \tt '�`\ � r � J i•t rJJ t� r i 7� ; a`� s• J t r J ` r,! I r +r r J , r - + r I t , r t I , _ _ • •r J .. • _ _ _ _ " � ` y `t ♦ rr' + rt � � , t f'r � p t p�'' {\/r//.I`r t r, ,J, ,, r. -- " r •. 'y '�r r r" r r d t 1 J r' dr� ! it r' J�7 I Jt err:' _.rrr j'r.pi�.�•�r ./rr `rr rr..-rv�r __ r' `'r '_-" •al } �` t /t I! r 'J r t I •!•, ,,gi�y,/j� `+t T , / ,r r , « , + I /r 'rI •,' I __- '' ,. ,__....._.. 1 , \ rrr J ,r !' \ / , I / ' / ! ? t rr r i u r r r!l Jrr r,/ .'/),',` r // _ ' /- ,r' _ , 1 / �rf / i ) ' r , \\\LFF' �.• ,r rJ J` ,' y,, ! , r',._ �"•t t�,. ,� ,! .S:'1 /.'t,r I'f: !r', ,P '` 'a! ~ 1 ' a 1 I r r! ,t J % ` J' r r, � '" , rltl lr` ' J +, 11 r r t r / r'I •J I _- t ww °! ! a rr � �`r rr r' rr'r ~w•.� y rr ' i ~� ,•r r F- .-rP is";,, - ' rr^`ww rl J r„I r ,, r , 1 rr r J w , a r `!/, r .`'+' / wi 'w '' ( r rrr rr r _r r. � "' rr_"'.r - _ ``�t�` tr; 'i +• r t r f r r ^ r r,r a `1 ,a+ .( tJ' tr r JJ t J' ' � rr ; _ :ri " �V / e Jr J •^rrr•' _ 'r` _�` A r.- ,r -` '1!j- - }`,��,� .i,, ; -� r Jr ii r 1 jf JIr � --.._..- r•Prr -. .. .. tt r 1 d rr '`� •� I , jj• , / ,,,..`"P L Jr J � rr•+r+'r r i +r ) .rr ttr � - -" 1 r` r' .. .... I / / +r• rr; �!J li'li� J , , r`, ,1 i , I 1 - .r •, r � r r / �: r ��• I r __..-' 1 / � - , r ! r , tlri tr r r, t r + ,+•rrr , - J' t - i t � - 1 N ,. I -•aL. Ir,i t /r ,r ~�+',"-- ,,••'---_ iV�' r 111 __-_ ! ; ", 't 1 r LAND.' r' J ! !` i ` r ,•• '- , it � Irl 1 : v a ;r J� tJ / ; J ,J' _ _ r I r rrr •J ,` ,- ` `'alt a,_ t i' l ,,// � /J/J', ' Jr J F' JJ ' r %*rr-_ - ``! `1ay •' '•w;`., `t , it ! ! ALEJ_Q -'F. OR TEGA ' & ' _ _�• r'r / "' -,+yrr r ' I / `, 1 r , f , lr , 7 t / _ `1; 1 I d 1 r t� JrJ f�rf Ipc , , J +' t / ' / ,X�/,.'` r - .. _ I t r r w rr«r ! r!`a 1� ,` t / tw /' r I r r +' .� r t rr • r' -- ,`, Ir f t I 1 J i-'' f' } 'bIOLINDA T. 0_ RTEGA rJ, I .``a T'• ,.. r J'tr'r _ ! _ L,at.`.. 'a ,.1. ` ! 11 1 r L t a t St , w!a r.w int � ! t\el 'f rJr + J• r` J I J r r• �/ r +r J fr ; t / '•Pr _ _ r+' 1 }J J J r /t ,! r Jr !�`, 'r / ttr '+ I !• �. •• � -__,; Y\` a `1. r ; \,,.wi r - »_-- •,, tt `.\, •r ; f• 1 'r I rr -''' r - ' + r •1 rr _� - Jr - f � 1 ! , r tt ! r ,' / rr `•_ _ ' t rr \ / .•1,.� r J t ' r a• ♦ r- r/ t ,'r i` 1 ' � r y , / ! - ,•,rw / , /' .•.-_.. _._ ^_ \ I' r , r• .\ \ i f !' ! r , r , �� /+ r- t , rrr_ _ t t / 1 ? ✓/ i' �a w r ' i r I r r r• r' -rr1 ' t fr` rr r •_ .�,.......,.«_.. r..:. - r r r I r tr. t. r" ` rJ f I i 1 r `''r '�,�`/lyye�)a ' 't d � I '� `, 'a , 1 t Ir J J !- w rr r "\• J .rr' _ - _ _ _-_-_-_-___ r.. r` f r J ♦ r` / `-//`1� .f t \ , ••, a 1 '�r , r4 J sr ! rr r r __- _.. ., _ .w. - __ ---- -- / rr % rpI i fr t ; 5 _, '` rJ 7 J/ l !rr %( ^•'_-�. ? , t I 1 '� , •• _ #, `a t ,'1 %r t ? ,-� '• I J'1 % a ... .. ,!` --------- - ----' r J ,r- I , r+,• - J / J :` , ! t I t ! t 1 , a �, . _. ,` y r J ,'/ t / ^-f r' r t r-`_, r J ' 1` r ! i 1 t t 1 •r i ! -,' ' r r' i a +� `' ` _ --- -- --- -- _ \ rr__rr•_��..---ry_•rr y ' f Y .t '/ J t t ! J f +' ,'• t' - -.iy► w ,! r r I a .._.. t 1 ! t 5 ! t 1 `t ` ! i ' -J t 1 r rrr /r _ I ! r L� '' r t � 'a , +rrrr L , ! 1-rr:.-.."> ! / l ✓' - _ - __ _ w.•_-- r, is f rt 1` ! ! , • r t t I ! f Jr \ i r J r i r r I -.__-- _ _ - _ t _ I r rr t r J ,' j ' / r' rrr r r ♦ ' .. ? } r ` ! I 1_/A, tt t ' t D ' 'r '-�r-.._r.___ 1 i rr t +r - _ ^ 1 , _! r l' rr` .a 'wV_.r' r r Jr � .. .. _-_.......... __-__..R- r' + J J ,r r t r r + ,' ',• w_•1 t t i t ! ! t ;�', 1 ' f• Pr,,r• 1 !� r r 1 a ' r , _`; ^-'«''J" +- �•.`.. '.'' ! d t J r t r ♦ "' r J t t , t r /a,1�•�'� f / r rr -r` _ r..+__'•'op - ..-_._� /�'/ r' - r ! 't J r' rr♦ ' f , I r'r /' / -�! .r•r "t J f 1 J l` ',-' ! � 1 I ` ?' ,' t � l 1 `, .e L f 1 ' f d r 'rP wa..rP '•.� r__. _ `r r f t '\ � ,� I �r, t J / 1 rr ♦ _ _ __.._ - __ _"� � /r r a' , -Jr ^, P J I / • _ + ' r ! \.. � 1 / \ , /'r' J I a r+'` / --__- 1 / ' , . J rr rrr- ```w i . ' r \ , , T I ! �♦ r i //1 ' r . � .-�►. ` ! t - ^ . i 't ''r _ r f I rw !�.•� !� � , ` J /r r/ •'iµM' r r r +r r J J r' r r _� _ ?r,;• _ • r`''J a y '• d f ' I ! a , r r r ` w__ r t r I �� rr r` r /r Jr r !' ••••1ii-... �.. �- I f t ♦ •�� r I, et } i i J r •�� 1 , .! •r w i r' r 1 r \ . 1r 1 J r' / - ,, .. ,. ''� �� _..... .r r` t ,�: rr /` r , r/ rt rr , J, 'r A % i Y •.. 'P a d t a ,t } } / !' - t' ! r _,`r � J � , I J r r / ^"+ �� -- __ t r, +r n` , T�� r r rr r Jr ♦ rr r J I a a\' 'a t t '`,l r J 1 4 , J J �I�Ir 4` y I r 'r /' //.//• / _ -/' ,'/r J r f r -r/ J ) r rrr - rrr « •! t i J r' `t y � 1 � { t ! ' , r I�,, -r r r r• ,' I t ' r/ 'r ,J` / f t' -,r t t rr .1 s t ,a 1 I• r ` ,! 1 'y., `' t t•' } f r,.J -,, J ,tt -r' / , , r! / ,1 , L t J ISL - - • , •/ r -� :J r J' „ f J1�4 ✓ J � t -• J/.-' r / r } , / r r +. � , f rr ..a , t , s f ! ' +'r - _ _ _ r , '" , r , I r r t J _ � _ j r 1 a r •+'' ' r�.. / + r J I , d , r a r � ]�y\y _� r.f , ♦ t ! , ! 1 ! � 1 , ! , I ,,,\ , r t � r ' t t r ! -_-- ...- r , , + t t . % C�!!',� `/C4a ♦�� C BUFFER.. �C• -- r r , r t � I ! , - • , , 'r /' � , a � / W Y,IG I LM��i o1Uf IGR i. � • r- rl ; Jr ' �'' r � }, ♦ ` r / , r r � r ,r \.'•,M,4' 1 r' r . r -J I`- OPE w a t y � V r l r ,r ,` "' +' I r rr- •w 't : s ! r ! r r ! /' \ ! r f f VPI VPAC4. ,,. J,ti,,, ,, r r r / r f , J w t r r' ♦ •�� t ' ` X .,r r / ' , ' / r� r r _ , _ «' t / / r ' t .. _ _ . J r ` r r T t r"•r , / i r ! J I I r J t a "'! . ��• • 1 � a r rr t � I 1 t � t J r +� J r ,,..' r t w` t r �1 r r , J�`t � r ' "�.r d •�•• , `, 'r • /' /' , J rf ,, r'rr -Jrr r,o ,J r t "✓ r J J + r '•` ,r r.. I r ,\ t. ! ( J /' l + t l t ! r -_« aI I I i J \ �r!'r I I r I r , r '! ^! t 't r ! J ? •,; 1 r r 7;' ' , r t t r I / � r II + t ` � ' r' ,' i . i • r t J I r t / J s,r' �'ir . - 1 J t 't a r ', •-., t '/ t r', r ♦ rJ r V t• r I t J r ... ` j °', .J /r s J r r t rr J `+- r r a 1 , r `r' w, t' r,•^ r r, r ! pr ' ! ! ~ f / '�+'. %/ice` t' ' r, t' ter- r / r`r •t % r r' // r i ri , �•J' ,+'r ,'' - ' r r 1 \`_... ' J r' ft i , r, ' /' r ^, L r28 AL j ` r , rf -, t . J' t- r I r + d r ._ , r / / , ,w' rr /' / r-.. / t rr / • `/ - � S , , \ '` J' r r �., // ,.�f• - / ,�1,� J � r ! I ! I , °'w_ it tr 1 ! - a 1 a f t s !' \ •' r'" � r ! s I � f I r r t / 'r r J "J " -7 y., i `r � _,/ I r d - J Jam,../- �'y ! ,\ a •� •�•d�� f � r ( I �•� • 1 , �1 L 1 1 " ,r /' ,I. r J r ' / ` ''' A rt t i _ , ,..r rr r- �•. ,r` ,. '• ,."�..��' _ ! % • r t` "/' rJ i _. r r' r t % / r s f r r t w! - 2e 1 j, r 1 •,`r . �/ / / LOT L/, Ji�L //'/'r,r/ `!- , _ t ,t rrr I f rr , J'✓' -r,, t _ I` rr �/ 1 �I r` i r rr �' /' \/'a)1��+FN _ w! ` _ La -' �t` «..�' rr •' '`?• ''r` ';_r'r` Ir rrP r- ./l )� Jr Jr tt� Jr` '�«tI `',''; ,r ,1 Jf J rJ � t i/ - I r" r � `r ,r Jr � r',r I -_7i tr-�rl�- _ _ _ _- •\' `a \\ :a a, •�� ' r r•• J � ! } r / . �`1.,,i� ___ _ a . r J r .--.�., f l , -• r' rr ///l/jJ ',, , l 1 - / r'r ,-„._•'"” • w•, ,' ,/" rr '+` I l rrr r` SPACE __ ! a w! + d •,I� ,'I a r'�r rP / '.r-"'' '• ' r• r / I l / rJ r `/ /r +/ / ` r t I t / - \ � t � 1`' �' 1 Y w ,• ,.. -r' -/ ,' r 1 �� _ t /' % rJ , r P _ . _- r , /' - � r r' _ `a r t f J L f ��J r 0. 1�SPACE • ,.. r ,,,/ ,�. pr- i } I J'r % r / r` % I � r � - f /` -' r J CLW. W' , a !�' X '1, F 1 -_ •. •.rrr .'' _ __.. r� ._ r .�• 'r �r +' !, / ter`, r ,r /:' r J w 1 / r ! ! � , ,r +. ! - ,` + r / r� ., • r' '! �+ ..- ,.. .r` ,, J' ' •-' � '1 - J J J r / J r /' r-rrr _ L `', I r' a t r r ! t JiL r ! r� r r w r' r r r/r - ! i' 'J ,r +' J +' - J/' I 1 + -r i ,t / a , • t r / _ .,�r Y, .• r ,' r J'r ,' if'rJ �. r ' � fJ Jl�lr' .. .. + r , rr i ' l r t �r' A f r _ - t 1 .' r ! � _ 1L ` `'t a t 7 1' X 1 a f � I � 'rI r' f r- r' 1 , /J �_ «'' /,t LOT i f �`, t ' r ! ;} r ! , `� ../ J ' ,' r ' r J r / r '• ' J11•1 ' 1 r t '> / t Jrr' r r' r - _ -,/ r / r r / _ - l 'a t ,. ' : I r . rr •r -' {, I \ , r J' J /'r ` , / +• t t r rr' 1 a 1 1 J/,' r ,` 1,, ..�., �a 1 tr ✓' r ' PJ rr� + �.r/ ` `r- ' r`` r' r, 1 ► rt Jrr r� rrr rr` «� ♦ r / t I � L '� •, t , r J t r+ ,- t _ t r 1 f ! _-t ,tJ,�,` ' r ~ .\ rJ\ -r r ',rsrr,',J r , - _ Jr•l r...,., J f . f J Jijlt ' r 1 r r r'', '/ �- t rYLL " � rr �//.. rr «, r• ' _ _ 'r J Jr'+ ! ! d' ! J r r J + r,'' � t r, r ` :} + r --� ♦ t Y J i rf f ± t 1 1 r J r- 1 a a LV1� a7� 1 _ � ! I J - f f J r'- / ' •r _ � , r /• // I ' / J r r t WL .r /. rr'r !! % r 'rJ r � t/' r,,.r t r fJ ..rr •,..,.. ,1, _ � , �, >�' J i r i « r �: f J , rJr , r' _ r' } rrr ++ ' ♦ J` A_ «r_r �•/ ' tr / � ,y ' •` LV 1 r`' ,r I r t ! , `4, J J Jr r/ ' ,' I /� J r Y ; afr- rrr r' r , ! r -♦ ,t �r J / r /' , rrr 1 ' fir- �r j/ 1 ,0j{ 14..a 7 'l , � !.. - r rr / / +� +` ��• � -• , - �. r r r / , J' / ,r J r a ♦ \ ` J ! .' r«' r \ _� r , t J !r/J. r r r: ♦ , f rt , d_! _- . ! ! t r`r t` ,+ Jrr: , r' r +• 1 1 t '• t- ,.' ,/,r - ! J t } r ? f J 1 _ ✓w` L ,� w, w a / t , ✓r r f,' �' LOT 6.1 i d _ •__ ,' a r WA r` J 1 .- _ rrl 'r "' !r. `'/ r' i' :i �,.__.. rr _.- rr _ -_ v ' /_ a_. 1 r t f 1 ,, .. :� /' ! ,' i i r + % } ; e � "•.,• �t d � f _ /r •'« - '-' + t J I r } wi t 1 ` w •�LVI .72' a t a ,IYl I r r- J /r r r` f J t , r, ,'' J r I r f + + I 1 ! !- /• ! ! 1 I !. , dye ! a t` r r t + '� + ,-` `., �Ur ,'-w /l P-'• j!Ji�L , Jr �/ ''�.•' + •� r .. ' � 'S r'• � t J I t I 1 � r ♦ r rr rr t I , \ I ` __.1 r i ` `/rr ! t - � r t f r J ` w, LVt a `` \ t 5 t ' , a t� r I f LC\ r' • r _ ' r 1 I I r , r - _ ! , t t t t 1 1 10 !! ! -. J// 'r ,' ,�• ,' � f ! i� r r i' r t +' / r 1 1 a 1 1 ,' r f t,/' '/' , } r" t -••,t/ «- J r ._., .. « r f \ J p `a t , • I , 1 ► r f + I r I' -ter ! ✓ f a a i , aT 3� ' 1 t ` 1 ! r , •,\ • J a J .r- "! /• _ ..itr t I{� D C r�T • ?{ , l rr/f _ _._ , '• ,` rrr r /r'rn/•' rlye s''d ' •� ,f )//�^ kw r ! rr `rT '` 1 i 1 ' J j 1 _ JJ r "Y ,1 IA„T�i V LMl•� ► '`, t ` /r' y '_.. ^- 'Pr rr' ++r- r r f r y `.,. rr 1 r r!r ! , ,j t rr I S r .♦ r'« % i ! - r a t a a a`a AL 11llI [Q0N. 1 (�a�t• ,a `'' Al L _I� t J �• r, r J Jr % I l rrr ! % ' / / - '�a/li\D V __ -.Cp a 1 ♦ 1 , - r t t` 11 LOT 2S 1/ I i. ,� r J t ; } ! t ,•�.,' � r r \ 1 / -,C� ,., • -♦ ,/ 1 ? %` i LOT` t ._►_.^f." /,` r' rr y/ -...• �rr r"'•' \J/ - t v ». Jd t •r 1 t t i t/ Mr r' ///�/ J _ r r rI t �%1 a�1•' �! y , �I' I !a. 'i i s ? 1 ` e �' + \!,; -`_ 1 LQT 82 d•. I i ,' f , �! 1 / ' - i 'r r : ! i ''! 1 ��O, y t ? 1 f ; ,.` i, r -_,t`', t - _�- -�J rrr ��`� r• ~ .. .. .... .... J J• ' J i at 1 r J}t , O I r / L 1 d J t I i f f r r" t• t _' 1 r' J• rrr / _ __�.'' � r .. .. .. /- _'t _ r � r � 1 !�•• t r r •. .` 'y/J f� I ; ,.SJ ♦i ! d4 `" I ! '!' t i . , r r 1 1 1 r ! 1 t ` . FJv I' 35,,' f y ,Illi. � f ,' �• ! ! ' / JJ Jr• r r- ` .. J / � alp � raT p•� ,'r,'�•' J - ,r tJ rr, , i 0' ..._-LO - LOr.J , �r ` r , /R ! v i i ., r' / ," ___..' /' ♦',``, J /' _ t�+' �•- ... t'' � r , LOT �9 rJ- r + ! J' r _ -' _ .. _ ' r d �- .... r' ,rr t /1 i' I / ✓'+' /r � r / ,' ! LOj' aat a ,•t / ! r' , , r t ` \ I -- r /', r'' /! •r' , /, / rr'" _ _ r' � �_- .. r tJ r' ,-..._ rrr / r' •rr• J + r' .+' ' p / � 't ,' \ 1 , r ! "�., t - " '- , / I �` ! 1 'J r . _ `` _ t p ,'r f / ,. r` • r J I / ! LOT, 2i rr' '° ', / • r ` / ,''�; ,'-r�12 a / r r r' ✓- _ I -' 1�t,. J r , - �, I r I ! /' ,?' r ,r I � \/'''tr I r r 'r�`- ...« { r r,►a. J JJt+ -,• _- 1 a i 1 1 1 1 \ J J' t •I t s t rI i `J r r' ;� `.. ... �• J /r .. ,.__.. . • rr ,,,,r^' ••,r rl,r,r /' rrr ','r ''� .•' f , /• /- • t`. - ! J r! -_^ ♦ J' _- - re, ',�5 r r r' LOT, 'K ,' ,,` _« / rr-_r ,r-"_ r,Ir ,/ 'r-• I r f r J 4 ', a� r r ,I' ~ J r _ r, J • r .� } . r r r'r t - ! .r / _ _ / LV f 1I0 y ! '? f �f•�i rpJ / ! L t t` ,.r '1't V' ., ♦ r • f''` '• ! t « a t Y VA - LOT 2t1 d } 1 ' ' r' ,..,-•' �"' 'r' I \ f I / .. rP J ? r %' ' `! I ! ! r'r rte.'" ' - , r " '✓r r" I ? ,r - - �•'_-/••�J'rry 'r' '�!r' / G� � J J ,n fWA1 s'" Jr J -_''�''•'r� ;r-'yJ * ' +' J.' ,,• '/ .r. r `/'-"` /./. _/-/.,._, _.r iy.!•"'~'�''! !"i'�t,�+�: ,,. _.r��`. ''' P - rr", �- /r_,�` ._r. `-// " _-�I- ,/.'.�.--/-_'a'_V.r•/r, •t-�'___ Ji , �'a'.' . _ _ _"` +v. .... _r r�..r r /1 ,'IyJ1 / r•" '_;r�.r.'"="',i �,' _Ity.- .-.:�_- �- %''r,r'P�s�"r''.-!-ater.,jOr--Ti..•a' . .. -�rwr-_�- — __ r •�_-sL1,'_ f- r♦ ,_l _ —\+�,`\a _-r' .'r'..rr?r',!L•S•aJ ♦~t _' _/-'�Jfr`l1 ,, r' Jr-iJ % r,-rrrr,r . ,_. .`f ' ,/' _rr-w «��r%I-r J p , % �'._�:,I+! eJ'r�''''•,,,,,`/ �-/�/'' -�'/i / , -r '_- '—J-r-_r�r r.' •//''r'r�-J'�. /'� �r'- frJ r J r+ r sr't�'r' ' LOT, /O/1r r1 T rt r , 54 LOT OT 11AL I ,r 1 J I/'' tJ r`r117I 1} 1 att r r, , ' , ^1y Lt; tf ! fr rt , r- ` }rt ,�t ',yr/'�•�'r_,�•,t-+�-'i.�--r�r_J�rq! dr�'r._.I'i7 �ft -r r=t 'fi•r ' r r1s1 rr'',+rr-`'J_ ,rr r't "'J 'rI s!«t LOT to1``/-WT LOT �, , ! I rI a+,Wr FV L9T 13 T77LO LOT 1 ` wJ!P' r� •- r r♦ -wC ` \. _ ., _._ 'Fr' -/1r. -_ `.. �.,,rrff - r,JP - rr' ! �, + t t 1 r t 7 1, r `, ♦ ' 1 1 •,` `a `.a rr' ,.. \ _...« - rr _ -•_-''I - '►! _ fi _ -111(.- "�, / -- / I f ' y � ', �r r J' r' N }�.i-y//,,'`r�•..« rr __ ... _ "'' % _ 'rr -- ' , d / LOT', � +' ! l .�T/: I + 1 1 ! \ •` 1 `a i r , ., �" rte",, .-%t __.... _ - __, ...._,_..i f •«'- t - i �'� r J y - / __ /,, r,rrr ._r. . _-__ .. ', `!t ,` -'�'}, +.J/',/rr _ LQ 1 F rr �Y- - �» 'r- 1l -moi �`'..-�'- rr-'` - ,: ':. :w/ r/ `rr',!i` r'!/JJ/J Jfr'• ,tr' ', 1 "14 'r! ;• i + i y I � , ri ' r ♦. 1/ / �a%/ ' `7 J t at •t a SP! �` `'a, �yt ,! �� ! t O ,3 -_. -"' -LOT 71 LO LOT 7; 41w L& �a > -n,-r-r-r_ r .. - j/-_ � - !, >a,t +t `}1 ar/',/:\rr' .` ', % '` wr•rlrr a .P-/'' , rr' _ - _« ��\ , -�/�`'"1 \,. '-_._�_{ V/r/ ` �rJ /Ji / -J r.'',r%r`J ./•'/ "' /. -r- J1 / /,! airi• `!,'f -, �-J rJ ,`'%`� J'r ' ^w ,q /'aa,V4 � :r5 - f a _ / - ' - - - _ - }f --„: a!! _ � _- --+•!-..-r-w�r T•'rO `4-0 T- \- _ tr` ``1 i `� IS /".� `• ♦ ! as! , t •1a a; } at�, ` ' !L ; 1 t r}� i `\ ` f Jr} `'1t• �w,.w ` w J; i LOT �b0T 17 A1 a`'!aLOT 58 I a 1 WgA`iL , Q 72 LOT -4,5 ----- e' - t a ` a, ``,aa t. aa ct •a,\ . /WA Ta}i J' LOT` 76LOT 74 LOT 16 ' LO LOT s8 LOT LAT, 39 �!' G- ww •`-w,,_r - r r -- ... , r r`' ,/ V I / + rJ '•, _ _ __ . I , d l rI Of`4� a •ri r rf"'r• / �l r J. IrJ .� '1t ^/ __ _ �w '"'! `� ' e LVET rtV i• ,w ' `t '}JJ J r `, _ _ , _, _. •• _ _'_ -.. _ _ - r� r , r «_I t t } r,a , \t`w ` t ' ... a \ a, - rr J, , r rJ r/ i i' ` P r ; r �• r ' r r'. r t! t r .✓rr f .f tt r . J� I ` J. ; + /A/ 1 J / J' ; JJ ; ;--• to / ! t�OT 88 `' rr ? ; r r , ? ! LOT X40. ', t °\ ` t ', /1 �OT'80 r s1 All IL � J t r r f. y ,.a I - ! ! !`rr' f'•+��J Jrr - tl ' ,fit", `` r 'a � a '+l LOT 87 / .LO �ii /` 1I ! t • /* • ''OPEN SPACE 5 =� '/ r �, I ,, -. r rt, !+°r r' r •�+. . - ,. r r r.�r,r'r «/ L/y, t Aa ! t r �r : ` J .` ! t , ♦ r rr` 1 r j / i • r _ T W .. /�T ro Y `Li l 4a7 -r r r rJ r /r /!'/�1�1 , / \•r} .. `F3/! `6` rr---.---r.'r •.• rrr 'NP� rr r rr J r L ! �'' r' JJ ' `awww _ J r + , 1 r , - `•.` f' ,- - ttr \, c _ \ to - __ ._ _ •_'kr 'rr J of4 ! • + ,,_r•"' r r 14 r '"�•,'-•Iwt.. - •' AL ; _ -`� +'"^ ".---- rloT`r- --..\ .. rrr"` 7 J \ ��.. , �..��.. _ ,3 -„ - ------ "- ``c "� OT 85 -LOTES ; rJ AND N F _ r J / , MISSIONARY SOCIETY'' _ _ �.. __ _yam. ' MISS to _ r Y .'' �''I t' +'r + J I r / r _,` r./••} - "-' _ ^1.V�� - _ _ ___ -' _ _ __N _ a �r�_ ___-_ ^'r•�_.-.. ". _ - IJ / r `/ r' �- - -BONN€�TI�.IJ-_ 1 ,,ylr•' ', _ :_-- _ — a`. •;- .r P!''=;--- __ .. r i J - �-r-- ` _ - t w� Vt r--- rrr: r♦ '' J _ _ _ _ tY r J / ,t` - -' �arrewarw.rr-r•rr. .. __ rI .. .. I , _ , Ir ' Ak r -- ------------------------ I- ? / ' r,rN ✓ -- _ __« R ' .__ �'a�_. ____ �y ��j f _ it tl -_ - _ i_...r`rr_ - _ __ _rrrrr•• -r__rr .. ! r ,')•l ' J -------- `` - i _ rr1•- _ rrr ---- ' _.___.. rr-r .,._ - -•. ----- r -a •/ r J ~� - rw` 1« -J r 1 r •r -���� - Jt f / w « \ it ___ -.. .. .. _.... .. "_ - Prrr _•._--• .._,. ... ,._.._ -1 -1 1 ? ,r - 1 _ r , __r --- - - - f �\ \\ r r:rr J� _ i .!r r_-- - ,_ -__6T-EGA`-,8t' ,` - .a, ,,'"° --- __ ; / i ,r'- ^! t J r + r.rrZ"' - ,- a ! rr - �r /' ^ _-_- rr, y r r J N j��T a -CMG rwM - , I / - -_ ^ r -r t I• r i ,"✓ / -i'r r/ - _QI'OLnVDA--�' --CM - rrrr. ! `` ,' t j _ "�•--rPrr _ _ J� i r _ r_ r _ !h- -1 1,/ r ,. _R• rr /r' ,r ' r,-+ /•' ,/ w`. r , I r _ /' _ -,rr - i _ `, - •,,r AL ' ' /ra .ate � •rJ /P / Y rr , rr/-�^,... _ rr"' ` - - r / - " ^�, r♦ /. ,r' • r' i ,' i ,J rrr - sr'' 1 ' ° i ' % e ^`- - _ _' i I + ` a _ `, ` rr •a `! _ rr- - N - r i•i a!` - , '� tr , rr•r- r d + s -r fr ,,pp,,..� '.L- •;r, !w p , ! _T , t ;,r' -,/•' J , r-rRJ-...�Rw---"-.. r r r 1 WA !` a r` `, as ` �` _ _' t JiL i f r' / I J .fi I I Ir/ `' L 1 • \ •_ 1 r J ! AL + ` , I % / ! i /' � r /' r i , ♦- _r r �w , f '� + / '-•. •. '�__�r � t , ? r 1 ,t - __' a` _ _ "• • a t t, , r, ' , r Y , r. /.. ,14 J , , ! """', - �•.r •i -__ ✓ j _ s � - -- t 11 r' r -' _ _ •�«, - � _ r - _ ,rf', "'` r w` / ± t ..- d r r \` , .:.._rrr _ -� 'r' tr r ♦ 1 i r r al , _ a i y y ^ _ _ I f J J . _ _ - _"y!�►'�rr - J/'r t' _ d `, 1`t , r- ^rrr•t `, ``��/,/ `a� a! -• r `_ '/J r, I 1 ?Ir ``'+:. I r 1 } !`w _ »-_. _.-. ..._» -_. .._ �'- ..%.' rr ' ,>� ' ,' J(� fJ /--• , 1 ` ` r 1 'r ! � rI 'Pr_r_ !!! �' r ,r 1 `,} at I; 1 .' / r r !r # ,1 ( r 1, r •' 1 ! i t ,. _ r1 _ _ ' I _ r ' , f /' 1 r 1 `•1 , I , , J Jr' . / ♦ • • 1 , i ` r 1 IF • r1•� /j� } ' ,, ,'\ t - w._ - - -" - rwr_'_,s .•� i r i'` , f -rir'r .J tw` r . r 1 1 ,��„•ar � - "_r' �, � " " _ --__ `•, ... _-..-• - P .��'•,t1'`a •. I'- it{ ' f ' _.r - / ! I r'` E ! 1 `a+ _ .... .__.._-_._ ___r'' Nn�r - i' ' i ' Jr, i ' i i ' e ' ` `•` '' r !' /' ' Lrrorr'e 'r' .� �! \! j '} Y'a I _ J- t t� AL _ rL,••w__ ... -• �'r!` « , t , iL,, a r'•_„ r"•" �,".. tt t '`.. ... - •�_• :0;0< ► 1 /' __ - rrr rIr' r 1 r' ' ' '� \ J' •r/ r/{Jy7,/\ ♦_ ^.r�If +-,�• •,� ♦ , _ y- �! ? -_ ,.r~ f r '^ ` f•-- a r / • / ; a_ - ter- 1 `I ,' >♦ 1`r' / r,• II `1 a �, /�•r� Jr,'� I `° r ... --_ `, _ -_ _ �!` `� ! _-•_- r�ON/ J ! -w p e •• `- �•• 1 ! � , ,/ '! I w' I 1: \, l f --------- _ -_., _ f,. dl al ,� rr,'/` `J' / a rr / SI f/ Jr \_1 !t f, ,/y a +�•+ - -' I� I_rrwr_ ww, w`1 ♦\a L r _/.rte as 1 '- '� ' ' }� ' a _-_-"\^.. /� r, i % a. _ __ __ ~� _ - _ --._ ,. to 'a•` , 1\I ;% rte., _ _ _ r« r1, 1 ? }' , t ' - _ � • rr 1 ` r 7 ! - '� r,� _ y rd r. fr •• .'"' - f s 1 ; , t - , 1 t j'y , >� JWRAiDS _ ,- ' « _-_. _----- --_ . t 1 r i r"� 1r t !''.,51 IN -_ r; 1 sw.! ,' ' ' - __..--------_ _ ``t as°I t I ! rt ,,r •� _r _ - ,.S` _ �.'/r✓/ �� ; AL AL rayl -;` wa t j # + -- / J i rZ I i ;rrr �� •r' _ / ' -'' r _ w•/ i r i/i f'rr iJ �- ••��__ + i t• I t i /` ?Ap !_w --`w\ .'�-ori.: ` \-I I `, r t y I , ?'�� *'1 '` • rr_. d r rr 1 r, .._ _. ,�� J y ' I;- 1 AL - _ .�'r• '.-rrrr- -ti` 1 , 'r Jrt rlr ,�.•-�-w. w - " __ w - J.._ _. • / •• —`AL / r` .. _... /- •• �/ � •,''►• •-Jw•' .� .,F\ � tt•t\' _.._ `-, 1 ' !!' y\jI w_ J � /i - .� .- ,.. r ,,,y�� �.__�i _, ,..` -``a# �\..,. �...„. �r►_.. _ >i'- _ _- -; r- '-, 'r_r_ -r -! Al , Jr,+rr lCr, 14, Yrr t, , r•'tr, J rf, r«•• .• . Jr-I//J/ , ! ;, t� /rJ J!-t,J rr't ,irf`J ,�r•rr - -w! 1 a! -- "w _..r-- P_�/ - AL , ", •__•_ , --w , r t ``,- ,` f., - r / _•' '_- --- ; ! ' !I ;+, r/rrr '' /- r r / ? `, .. .__ �'-- i, • �- --r- -- , r , •---' `rte — .',�—_-.�_-_-� r ` : ,, ', ,r'"+` , t J 1 r , - .j-- --- _ a „ _ _ _ ., / - i `I - ! 1 / r+ -• - - ! -- , ' I + /rrr , 'r r J iJ i 'i /r r` - r•r _ _-- ii".,,.rW _ ' ` I _ '' `\ , 1 \,� • r -I// --l- ^^` _'r :,.� ` -r- r/i /` - `r I r`%r,ri,� `� r' r PI r I - 4 �- Pr 1 f 1 i�r - rr ! !«..r_a��• a _ wr__ -_-- ✓- r r f Jr` +/rrr t I# '' •' -rr J r' ' -� i' '- 4F t It •r+ �L ; •r'J r' % ', r' - rrr•.rr.•_=�/ ice_.__ _ r' - f r Y r,r _ _ -,'r ',-' f *'"" `a , r ! r I ; r `�w 1 rJ r" t• i /- ` r- t l Ah LAN !` - `•_ __ 'i r!r J r / ALEJO F. ORTEGA' 1 _ - ' ,`; - r/rP , •, r,�i ;! tit , r` / �', ' `/- r, - _ - -`a_r ~� , •«____ . "/ �/ i _ r' r r I ♦ . I ..! , + 'r .' 'rrr-, `=�J DIOONDA T. dRTEG�► =�.. * i -----_ / /r.• I , t f , ' / , r' Y- ,/ t r , rrr, rr �,-' -''�i rrrr _ •_ .. i rP - _ _ J ..t t /i d ' j �! `♦ d , � f 7 1 } •r r I _ _ _ _ _ r' _ - k , �, f '\ `Ir r -' '!. �' 1 `'/ /' `'\ ' a / ♦'� it 1 t i a 1 11 r •f1L _-'j /�' _- _ / / ,r'r. _-``- -' -. 1 ! _ ., a at '. a `+• \ t j: itis } t i\' t.``_ tyl rtL;rrr• r7,+J /! f +' ^'`, i f :� `' `a ,1I°, 4i1 •�y t� + �y ..r ,a a � f t i , 1 `! 1 ♦ rYL 't i II r 1 / r( 'r -___ r t' % - ,r" ,' r' , r ' r ` "° •�`, , �-___ _ wrd rJJ r 1 !jl a ! If S4!! t 1 JI t I' r'r� fr ``r- rrr , `'I `�`t I � ' r r• � t ``! R-' -,l ' - _ !`w_.,rr-t,' `a `' \ N4\/ / ✓r JJ 't•• i `..:t�:a, ,a ` a!, ♦ 'a' : r `, ` ,r -rr - ``tt w�. \ ' Pr1 a•` ,ta,�a 1 Ir - ..\ ^ t \ J• "�•''`"°•_N ``` - 't ; 'JI r` , r`r' �._ '�. -.. ! .,lwa `•.'t 5rr \ ```a w'a t _ \w ```_-- -__--_ t' •.� rJ __ y e\tij4 t \ •at t; L'll L` _ `~ aw »• rr ) ! r. "i+i�`.r= 'L 1 ++IlaI `} \ �• ,� « . - r A6 t a` L`! al - - - - - _ ' - - - - �wr�sr •• ` `� i i �ehN L _.__=. � fr? ... ,`' , . �/ r' �r ""�.•r'��•TV 77 !t d `7: " a`, ~� t 't , : a. _ '" w_ I -_a!,^...• t,.-' ��-__r r it } - 1 \ , ; { ; -' AL • `' 1 r --- - ' r,- _ -�Q ,rr. .w- ` i `...r✓�...��•• ,1� r/,,'/�f 4 t . Is IN r j _ I -} r rte --r `w_w•.•_,,,,- 1 r a 1 ' /r GRAPHIC SCALE 200 0 100 200 400 ( IN FEET ) 1 inch = 200 ft. I Fc..FNn PROPERTY/STREET LINE CONTOUR INLAND WETLANDS INLAND WETLANDS BUFFER INLAND WETLANDS ACTIVITY AREA INLAND WETLANDS ACTIVITY 41 INLAND WETLAND ACTIVITY SUMMARY WETLAND ACTIVITY DESCRIPTION OF ACTIVITY NO. WA SANITARY SEWER TO BE INSTALLED ADJACENT TO INLAND WETLANDS AND THROUGH WETLANDS BUFFER 1 SEE DRAWING #11 WA SANITARY SEWER TO BE INSTALLED THROUGH WETLANDS BUFFER 2 SEE DRAWING #11 WA SANITARY SEWER TO BE INSTALLED THROUGH INLAND WETLANDS AND THROUGH WETLANDS BUFFER 3 SEE DRAWING #11 WA CONSTRUCTION OF DETENTION BASIN WITHIN INLAND o WETLANDS BUFFER 4 SEE DRAWING #9 WA CONSTRUCTION OF A STORM DRAINAGE OUTFALL O WITHIN INLAND WETLANDS BUFFER 5 SEE DRAWING #5 WA CONSTRUCT SIDE SLOPES FOR ROADWAY WITHIN TO INLAND WETLANDS BUFFER 6 SEE DRAWING #9 WA CONSTRUCTION OF DETENTION BASIN WITHIN INLAND v M WETLANDS BUFFER 7 SEE DRAWING #9 WA CONSTRUCT SIDE SLOPES FOR ROADWAY WITHIN INLAND WETLANDS BUFFER 8 SEE DRAWINGS #6 & 8 WA CONSTRUCT SIDE SLOPES FOR ROADWAY AND INSTALL `co V STORM CULVERT WITHIN INLAND WETLANDS BUFFER 9 SEE DRAWING #8 WA CONSTRUCTION OF A DETENTION BASIN AND STORM SEWER OUTFALL WITHIN INLANDS WETLANDS BUFFER 10 SEE DRAWING #6 TOTAL WETLANDS TO BE DISTURBED = 0.071 AC. (3,097 S.F.) 800 t • 1•i W o o M w O O o v w cd 6 v M tt� `co V W� W W LV DA TE: JANUARY 20, 2000 SCALE: 1 "=200' SHEET 1 OF 1 DWG. NO.: 1 t- oM H 13 G P 8 Y=_r'_�r v"'` ;-.r- ,,T= �F�" -low OLD COLCHESTER ROAD c ��f==�`r r �` - - -- \ CP 6816 _ -UD 'WI --'�"" G G G G G G — — UD - AF ox. 1ST ) I CP 6819 CP 6818 .� CP 6817 D - - - t - LOCATION r•. G UD U EX UD UD U I LEACH FIELDSO I !}• _ D UD UD UD I I '---"----"--'— '�"`' CB 8`�° � CUTTING LIMITS STAKED JUNE, 2001 TYP. I ` � �w �} �a"v as n'� � '``•:�-,� S _ --- ---' � �1 [tel • OPEN SPACE f PS MH 94 APPROXIMATE LIMITS OF EXISTING TREE LINE (TYP.) -� ► 0 400.1 / f 41 44 J �OT 1 %% M4-14 .-- _ S 0 r --_ — 1 LOT \$1 ; ' { OWEN W. PAIGE, JR. :"00000 Q / _ ar _�,.. Y ..Y.Y�' i. 1 rya"_ I / — I00 & JOYCE B. PAIGE �- \ / LOT6 � �to �+ --LOQ T7 \ � � 85 ce � --- `- __- � --- LOT 5 � o I� CID > I S ;� � LOT 78 _ _ - / / ' II CUTTING LIMITS ST KED JNE 2001 YP.)OT 76 1 c LO -T-2 1 \ / I z , LOT 4 1 k \ — LOT 3 i / 44 -� I 1 I �, ;. i 1 w / LOTS 80 1 S • I I 79 S1 I I LO s oo MH 93 , � I 1 I I 1 � � I , co � + CB 101Cl) H 91 k — M o _ 1 , c� y Lo co Co `''" - s ►°i CB 100 - _ R.. t' x -MH 15_,� _, + , > .� x ?.. �� - - y am _ _• �n o n i CB 83 — - - u, o _ aw �t . x._x. CB98 '�"'�� _ ,� �' � �,x.._�,_..�,�.x..���..�_,~`.. _.� x.,_..�., MH 90 CB 93 DRIV to LU Ty 1 CB 99 COUR T o0 o MH 17 oJOHNw. J-_' _. / / xMH 16 1 LOT 75 \ -- -_ N _ -+ CB 91 __ ---� 1 LOT 9 _ 4W 00 y em 1 y CB 2A.K CB 82 r 1 1 — ------ ' r r — ---_ 1 S S- / 1 5 00 r ` 1 1 1 - - - I i I 1 r I � � LiJ %/ I I OT z 13 I I I I w 1 I I 1 l i I / LOT 71 L_ I - I LOT 73LOT 11 ,---- -- — — LOT 72 I _ _ _ 4S dop 40 I 6 oo I / , LOT 20 171 —� �` 1 I ' N0 1 LOT 12 � s . 170 _ '• ,— OPEN SPACE \ o - LOT 70 MP Z ILOT169 � •s4 I 0T 14 19 � 166 • ....................... �� . 163 o 16716200 168 �• 1 , _ 1Y _ ___ LOT 18 CB 81 PC ----- 8+ ^ - ' ' _ a FES 8113 CB 0 �" 1 a — - - 00 S 161 MH 18 l S r 160 � � 1 S 1 LOT 17 1 P 7+37.7 1 1 1 1 I 1 , ' -, 15 OPEN SPACE 159aw low 1 156 158 1 LOT 69 1 8 pp _ _ _ LOT 17 low LO 16 CUTTING LIMITS STAKED JUNE, 2001 (TYP.) LOT 68 C� CUTTING LIMITS STAKED JUNE, 2001 (TYP.) i l CID LOT 67 y -f oplow GRAPHIC SCALE p0 'o, 400 ce 27 40 0 20 40 80 160 L ♦ .�►"� CB 25 0 �� AM AT - o { IN FEET) I inch = 40 ft. do CB 23 MH 9IFM O o Co A h A � o cnoN 04uoWei Aqo� o Gj DATE: JUNE 29, 2001 SCALE: 1 "=40' SHEET: 1 OF 1 D WG. NO.: CURVE DELTA RADIUS LENGTH TANGENT C1 90000'00 30.00' 47.12' 30.00' C2 90'00'00" 30.00' 47.12' 30.00' C3 90'00'00" 30.00' 47.12' 30.00' C4 90'00'00" 30.00' 47.12' 30.00' C5 67033'56" 60.00' 70.75' 40.14' C6 243'13'24" 60.00' 254.70' o� C7 10'23'51" 275.00' 49.90' 25.02' C8 10'23'51" 325.00' 82.88' 41.66' C9 44'54'02" 60.00' 47.02' 24.79' C10 269'48'04" 60.00' 282.54' 26.47' C11 44'54'02" 60.00' 47.02' 24.79' C12 05035'13" 525.00' 51.19' 25.62' C13 05035'13" 475.00' 46.32' 23.18' C14 90'00'00" 30.00' 47.12' 30.00' C15 90'00'00" 30.00' 47.12' 30.00' C16 12'49'01" 725.00' 162.18' 81.43' C17 01'37'37" 775.00' 22.01' 11.00' C18 03'21'17" 775.00' 45.38' 22.69' C19 86.04'56" 30.00' 45.07' 28.02' C20 1 86'04'56" 30.00' 45.07' 28.02' ' �.. a ., t .. 1E-:. -: •. "`,.: ii i., ...,:. r.'j'4!�.-•mfi. t ..r £ r•R. qhR tixs•� CURVE DELTA RADIUS LENGTH TANGENT C21 33'20'16" 275.00' 160.01' 82.34' C22 33'20'16 325.00' 189.10' 97.31' C23 90'00'00" 30.00' 47.12' 30.00' C24 90'00'00" 30.00' 47.12' 30.00' C25 44'54'02" 60.00' 47.02' 24.79' C26 269'48'04" 60.00' 282.54' o� C27 44'54'02" 60.00' 47.02' 24.79' C28 26'51'17" 475.00' 22263' 113.40' C29 09'42'29" 525.00' 88.96' 44.58' C30 05.46'19" 525.00' 52.89' 26.47' C31 84'18'4fi" 30.00' 44.15' 27.16' C32 84'18'46" 30.00' 44.15' 27.16' C33 42'41'29" 225.00' 167.65' 87.93' C34 42'41'29" 275.00' 204.90' 107.47' C35 11'04'26" 275.00' 53.15' 26.66' C36 11'04'26" 325.00' 62.81' 31.51' C37 48'43'17" 60.00' 51.02' 27.17' C38 269'35'20" 60.00' 282.31' C39 41'43'09" 1 60.00' 1 43.69' 22.86' O . :. - ,.., �,... .;.fi.,.b.,_ .... ."'A'�" _,.:'�� .- .... .+.. -F ,+s -.s . .. �. ...�. .4.,. , �.7+p. .l��r.:,?1+rivy',r' v,� ,.*+R"w,r+��4ex�.iq^•c-gs, �- .... > ..r� 41^'!f $'" -'ass. =�'.z •F fiK . .,.., m ,."--„ . .. .. �„ .,,,,x 9. ,.. ..t ,,.. .f „�„x... .. �.. .. '•w, +, r. "';v+E+. '!+!.`,',°a.'� '�'.,. '� -.M. S ,,a 6'±r S 43'18' 17" E 446.50' OPEN SPACE t t_ -2T 31' TOTAL S47'21'37"E 00"'LOT 77 54.68' 1 o, , co N EASEMENT�� I N53'028'20"E cy o� REA 3986± S.F. Iry �O t.�v t ' 1 203.88' LOT 78 ,N • dQ 2 LOT 76 20' DRAINAGE 2 \..L �m72. I EASEMENT 20 as LOT 70 i 3MT. AREA -2681± S.F. t 15' 18o 15'1 5'± 15,± ---176 ± 5, OPEN SPACE 20' DRAINAGE EASEMENT LOT 69 --...rJ' ESMT. AREA=885± S.F. , �s t O LOT 67 f� C DH ,13' 6'± -21'± S 43"18'17" E 446.50' HEALTH OFFICER, > OPEN SPACE o'ti '�",EASEMENT AREA - 2013± S.F. S4771'37"E S47'21'37"E 54.68' 21'± 221.31' (TOTAL) / DATE . r- 156 ASSESSOR 44' ± • N ., LOT 77 EASEMENT AREA 1573± S.F. ,cy tto`ti 20' SANITARY / I� SEWER •� EASEMENT LOT 78 F - N29'08'58"E •� 10'± '� ' 158.21' m� 10± 2 LOT 76 i EASEMENT AREA = 1597± S.F. �Olr 0- , DETAIL "Fop DETAIL "E-po DETAIL PPDPP �. 0 = 07'19'50" SCALE: 1"-100' SCALE: 1 "=100' SCALE: 1"=100' R 1688.16' T = 108.14' N/F N I L a 215.99' N/F N/F » ALEJO F. ORTEGA o N/F N/F / o = 27'56 59 & N/F ROBERT FLORIO GREGORY C. ALAN P. SANTACROCE & R = 565.00' N/F DIOLINDA T. ORTEGA NANCY / N/F PETER VINE & DROZYNSKI �� KATHLEEN K. SANTACROCE Q T = 565.0 NORMAN PAUL RASMUSSEN a NC L. HODGE DAVID E. NYAC & CATHERINE VINE I , U L = 275.62 ,022' (PAMELA D. NY CK 0 = 88'09'23" I R 30 00'30"OM - - - R 30. oo _ _._-KEY MAP DH I T = 29.054' T = 29.06' EXISTING _ _ _ - _ \� L� = 90000,00M" STREET LINE ----�"'� R - 30.00 SCALE: 1 1000 o I L = 46.16' L = 46.17' - C'O O O .�, \ T - 30.00' f MON MON - - --- \ \ 14)1- '- - _ - - L - 47.12' - - - - - - - 35 t �--IP .,.,-."DCDC)--".. 33"'•.. g. g r OPEN SPACE -" _ D - .85' TOTAL 0 914 ACRES ` Zs+w 21 S ?' 70• OLD COLCHESTER RQA _ opo©o ,,,,,�4T-- w 712 N S 89' '1o`' °8+ F \ N/F / / N F 000co 28 , " E o t° �q,L x`"•'3047' "W o, op ��5.8�\. \ \ r �' STELLA UNGEHEUER 000 DH 3 -"00111 84.35 w S 50'3e 07 d wlt3 0, �- 59 ! " LOT 26 s NORMAN PAUL RASMUSSEN L=108.10 L=42.78 0 crime; 61.1 ti INI!I0 2p f _ 2-23? s2 , 22202 sq.ft C. �• 8S 8r \ \ \ & CAROL S. RASMUSSEN N 732484.88 S43'18'17"E 446.50' L-65. 1' -H Q L4 3 11 ►� 0.510 ACRES \ PUMP STATION EASEMENT 1n BO ool co� \ CHAPEL CEMETERY E 1155809.33 ``DRAINAGE EASEMENT LOT 1 cr .� x^ �9$' •- I N�2.4�, n ry• � S2 , 20' •.` �` -H 20 DRAINAGE EASEMENT % 0 `••� SEE DETAIL F AREA = 1122E sf. _ _ 21901 ft. �''�! 'S`' ,, 8+ .n+13 ,�v X241' \ �' N ,-Al11•r8� w AREA=3,7431 S.F. Q� 2p t .hNt µ5g'26"W N47 21'31" 23' 29 N 0.503 ACRES t t 21 31 OWEN W. PAIGE JR. 'y. o ?. SANITARY SEWER I N47'21'31"W 2 119.33 ti� cr z L4 t�� & JOYCE B. PAIGE 1� �i LOT 6 �,. co/� 2 ..pl' t• 1``p p, \ l N z Q 21615 sq.ft. LOT 7 • 'd` 3, Q ,� S \, (� �� EASEMENT - S N o m � O? w N 730481.25 T 54.68 166.63 b�, LOT 81 0D ! �? r`; I N47'21'31 "W U! 328.08' TOAL �� / °° 38839 sq.ft. cn NI LOT 23 59 O o �. ��% \ 1 SEE DETAIL D ♦ 163.96'�' --�• 0.498 ACRES Of � q 20000 sq. ft. r� , " \ C \ E 1157445.49 / ? $ w I_ .. 10 00; 4 ? f F 0.892 ACRES �'; 3 0.459 ACRES h LOT 27 O = 02 55 25 \C io 0 6',♦ 20269 sq -! 164.12t LOT 77 1 °c �tf F 0.465 AC S O N 108.64' 106'9_ ��" © �6. „� 26453 sq.ft. R = 9535.00' ►mil eri D 112.50 _ - - - - - - _ Z ♦ ® g ¢3 F ^ +� `'� 0.607 ACRES tv T 243.32' 22233 sq. , of LOT 78 10. S� = r., - > N F h 0.510 ACRES "� N •,r » r^ „ „ w OT 5 .� 8 _ 'i3• O L 486.54' o / / 0 25252 s .ft. W 122.87 DRAINAGE EG MENT rn 0 69 • " W 4 v ! ' N \O` r TIMOTHY A. LAGACE t �� w q w 47 21 _ z SEE DETAfL d 26 91 sq.ft. >J,, ��`ti 20' O '�' •5428 l� t8Q �° 4/ V Sly. X88 i C 00'\,`0 - ✓ / / cy ° 0 0.580 ACRES R LOT 3 0 -� 0.6 AGES u'. 61 t �6`p. J ` 3 / q N N o N N co LOT 2 INJ LOT 4 ,-' N w LOT 24 Kh' �1,, `6?1+ % LOT 7B 10 1 cr �' w 20000 sq.ft.S 1. . �� ` ° . '�. (PIN `� 21236 sq.ft. ' o cNv N LOT 79 "? I Io 20000 sq. IcD 0459 ACRES Oct N 20000 sq.ft. t �; LOT 8 20116 sq.ft. 3 2• ?s. poo q. . ,,� • P .r W ° .�v 0 18 3g • o , •- co -0.459 ACRES ►NJ r ! N 0.459 ACRES IM 0.461 ACRES ♦ ^� ^ 0' �� 9 r 34+ 14.19 H » .N 0.488 ACRES q ,n 1 °' 14 to 21793 sq.ft. T 80 o o CD I m it r*� 3�8 '� N 23453 sq.ft. co - go ��' �iij � '��' LOT 28 � 9' 38 94 , F S 43'17 31 W oIh�j Ln L _72 0 21-' z 0.500 ACRES Wi 2 0 sq.ft. N 7 >D �.'�� G ,o X21 W q• (TYPICAL)" o' 0.538 ACRES `�' 4o� N �, cb' O � � ^ - 37.1 1 51.35' (TOTAL) M xo g 0 0.4 ACRES o� bo o •4 4� 21484 a ft. 50' WETLANDS BUFFERI t co 121 0 0, 18 N .r O ►.? j rn 115.92 � 49 �o N� 9 lk-,, 49• p p, Q� St 0.493 ACRES A - 39'1 36 N O 283.7 Z 1% 14, '41 >> QO �`3s' �� iv R - 250.00' • » � � � � =121 .05 , 33 L g8 `� O ti � oo c,' N36 57 40 W J - _ T = 89.21 ra tdn N/F L ,¢14 08 • 48 4 O +� N 24•�b�"�' f c9 S36 57 40 112.50' Z L=4 .90' 82.50' - 67. 0' -5" R 5.O j 5 72. 1. X71. �\� S�� 3ptj, �F ��,��I• �\ . �` L - 171.38 00 N o� n E 240.27 45.00 G•. C? 150.00 =1 1 01 2 ,20 IR O, N o N47.21 31 W TY DRIVE 25.00' X12' 45 ; ♦F o? LOT 23 / �� ^-.� PHILLIP M. HUTA & ,erl I c0 5 >p 11 , TADDEI COU S47 21 31 E JOHN W• , LU 1 57" R�15 1N �'' 20000 sq.ft. o ♦` ,1lte Q c N36 5 " RT { " 0=15'2 ' ��'� ♦ ,� • © ?2'�� (PIN s DEBRA HUTA 41 I I^ - 4 W 240. N 47'21' 31 W 150.00 r•• 41 tt° LOT 9 �� / 0.459 ACRES cV V ni LOT 29 _ \ 28 w _ 103.32 ,.27 C8 N47'21 31 W �, L=112.50 z Zt 25106 sq.ft. .O '��• I +f - 21044 sq. • 112.50' N 8.54,1 - T 35 .62' "Dow ,Ilio '1I` LOT s7g5 112.50 �' , s 0.576 ACRES -., �II�L, 127.62. 25747 ft. Ory 4 -*72.04 N $ L=58.98' 45.00' t'�9 LOT 10 O q t 0.483 ACR 2.50 0.591 ACRES OcV• r< LOT 73 n 19 z N © 1 22988 sq.ft. t^ " I (51 1 c,4 20023 sq.ft." LOT 13 ►.� •�• t P _, 0.528 ACRES cA N4515 36 W 152.89 4 •48'35"E 1 1.52 00 °41 0.480 ACRES ® p0 20057 .ft. i w ® tv` - - S F,o7 _ r1:1 r\ LOT 72 co r� 1 w L- 43.419- 11 . iw LOT 71 Z 0.460 ACRES a4 m �o. g8 yr, L-25-50' co I ♦`�o R • LOT 74 "JI . 1 20025 aq. ft. N N 0017 so.t Ij' N T P�- 162' S \ f . S 9� o : sq.ft. N 15 N 10.460 ACRES 1 ^ 0.460 ACRES ft.91 w I " N LO 12 25554 a1 ft. Nt �p� �, �. w LOT "' LOT 31 :' LOT 32 LOT 33 sr �O 20.,38 s .f�. 9s. �`� 0.467 ACRES �N oN f cD N 47 21 3=180 00 r*t 27634 sq.ft. q• • t -0 LOT 22 w L ; Cr 21173 sq. . !n N w r • N 0.634 ACRES 0.587 ACRES 'o 50 46, 0.6 cr, rn �' u� 21131 sq.ft r� 21131 sq. ft. iy 20000 sq.ft. N N /F ,,� 4 Z 20000 sq. cr j 0.486 ACR ►� q• N 00.459 ACRE LOT 34 ? (PIN STANLEY DOMBROWSKI d " w 12 62 1 5 9 ACRES �: 6 •-- •n 0.485 ACRES ►�,I `9s AURORE A. DOMBROWSK ►� to - _ - - ^, ' . 12• I Q0.485 ACRES P I LA N ;� 20000 aq. ft. 9 L 65.43' z -•'""� ' z N47 21 31 W 180.96 f O �I to !N �s LOT 2i f ® z g ^I Pto © 0.459 ACRES ' of o N co cr +�I W �• ! W . cn (6 ... If h Ln t . 112.50 00 t2 oo LOT 14 1 $ J .86,34 2 20423 sq. �pO �,► a z enl --r .94.78' N36'S7' 112.50 a) O O to I N cr 4 9 '�`. ti 0.469 ACRES o ^� c� 43.98 112.50' z 1,' - �� 6 � c I T- 6 63 2• t o LOT 20 ® Q 40"Vy � rg Ln it 20250 sq.ft. N 0• 11 �` t'v` c'• "'�""--- - 6 • -' �+ 390,43' LOT 70 - 1'I a ! 0 13 %S 20641 sq. t-'- 89 v - 112.50' 9 185.00 Q► 20885 sq.ft. $ 0.465 ACRES � / �• X52• N38'54'28»yy 284.19' r'y,,• •g7"E OPEN SPACE oo ! N Q q• " " 51 0.474 AC , 2 '22 - 'v+ 1 \ . N , _ - - a` LOT 19 Cr.`��a Cee _ 124.04' D AMA TO DRIVE 17.612 ACRES - 0.479 ACRES `� N47'21 31 W 180.00 N44 40 35 112• Z. cp C30 G 855 DH �11k �• o c,+ - --1-�7., - - .,, 101.26 �•� c" 2 acs 0 5.05 - » 25 o cfl 7'50 59 W _ 177.36 Z s 20858 aq.ft.\ 11 o. 125 ♦ _ $ z 41.54• o k 838 54 28 E co (6.222 ACRES WETLANDS) OPEN SPACE N4 _ - - _ _ _ , j $, �,, 0.479 ACRES 1 X13?'S S '54'28"E `,� G�' 50.15' v 25' �`�' L=46.69 w a �r'� LOT 18 \ 1� L S TIONEE SEMENT %, 3.639 ACRES '�` 'DRAINAGE EASEMEN' N ® LOT 15 �=ta? �, 21076 sq.ft. �" �?� �o• �O ` j © �o' (PIN `435. (1.740 ACRES WETLANDS) ,� o SEE DETAIL "E" Z 20577 s ,ft. 0.484 ACRES, 44• 112 30 QR 1g 1 `+, ^ © � F cr ( ) w -� q . 1. 5 / 49 �O 115• ♦ w LOT 54 LOT 53 o - .. �' ,� '� cwo, v► C \ 3 rn 0.472 ACRES m �' 1 . cAc;, , P�,fi t �. 20830 s . 1m 20830 sq.ft. cri .3d s. ` 3 , N LOT 6q rn Ln o ev cry 0.478 ES N • w 20448 s .ft. 3 y ® �O. 3) co O v' S Q 3 . S LOT 52 to O .f co > o� 3 gg' '� 20308 a . ft. � � ➢ � �'`- " 117.30 LOT 17 0 ,, -' 112' , "`N 49 0 Z 0 478 ACRES �,, cc ' 43"E 323• ' ' .41 t r? 0.466 ACRES -C v •Sg 43 W 25125 sq.ft. �p 40 •45 45 112 5 vn 0 w s q 1' LOT 36 _ j ���, cC `. S52•56 g5' Q N52 Z 0.577 ACRES 1,65 �s LOT 55 w N 0.470 ACRES N �I 220'82 sq.ft. 1 ,r �lii� - 111.8a z o µ52-56'43"W 162• rLFA �,. 20841 ft. v int I;M NI 0.508 3 �, (PIN 104.60 Z J ! -� t ➢ OD (P) r\-\ N t © 1 • 0' �5 45 2:50 ; 49 cr• 0.478 ACRES �d'p �''- _Q I f� .'� N"�----- T 35 �t�. \ / 01 LOT 68 ° fT1 � rJ tot 0 �1 LOT 56 �o » !o , 'n Q -,n 237 aq.ft. ,111 z w �,, cn LOT 16 - : o 45 20250 sq.ft. o' �-4 , \ z w LOT 67 w 20000 s ft. t0 Z '� o ^'- 26 0 N48 D 177.0 z Q 0.545 A ES �>� '�= IPIN S 49'2443" W q• w w 20000 sq,ft. m 3. 5 �'+ cp x4.27 92.81 112.50 0, �a'i. 66.24 o LOT 20107 sq.ft. -� 0.459 ACRES C 0.459 ACRES \-::1 � 112' 0.464 ACRES �o cn /."� N 38 54 2 •- 1 50 `µ • �nZOZ82 sq.ft. �'' 0.462 ACRES w is G16 LOT 57 �0 0 W g ! �'- tib 2 Z �t o. 1 \ LOT 51 N 219.55' w ! 0.486 ACRES Nt J ® C 3g; i 41 f� 20250 sq.ft. j 20000 ft. ►I S38 54 28"E ••"",' - 66 g' PUMP STATION EASEMENT LOT 65 t 18 �`' C�¢ •56,43"W 122.a5 moo, yam. cAo 0.464 ACRES ,wo /� �'O�. 0.459`AEs ,� /`'' cv 42.05 1g2 °r AREA = 16 01 f S f. \ ' 20000 sq. o °' O 1 95' �' N52 C17 c v 56 cr, 'o �0 1 ,illc \ A9• o t; 7 '►� 0.459 ACRES � 14 0 132• 20 Q �s 2 �, o• o. yo• �• • OPEN SPACE �9+ �°` '/ ' OOFF -M52.92' S0• 2 ?, 1 sq ft. 112, 0 AL ty o; �, ,,,�• � 0 ,1ilc ,11k , t�o o'0 0 10 Co. t 112.50 78' --� g2• Q, LOT 59 6 ACRES a j'. 97 ACRES ,1L ,�° h N /.o 107.48 - - µ52'S6 43 3"W _ � 8�; z 112.5 O 0") o ''',� 0 20000 sq.ft. o� 11250 N65 4 .294 A S WETLANDS), e���, ,�.� �h' v g� CO =1?3i3O •56 4 11 w �' 0.459 ACRES 'o o ---- 5 DR G ° " R-675.0 N52 - �� v ! LOT 60 � � . rnJ W g3 � » 36 83 ♦ ♦ O �H \..t1 ,SIN -r SEM E v -10'57 27, L-129.09 - - 112.5 Z Z o 0 , 20001 sq. rn Z$ N48 28 53 W - ® 0.459 ACRES • 28�� AREA -105 2± cls '\ . \ •'S N 65'25 52 W T=64.74 ..� �, w w m N38'S4' " -4 9 / " =1 • R-725.00 - 185.78 Z,, ,, T LOT 61 co Z �� < - - .. 72.32 / 6 �'S .r P --� +4/ 94.10' 88.98 ;4, y 1 48 32- d �, LO 62 = 20025 sq.,L N w o, �rp 0 , 32.00' 56.62 ,�•-• ,51 ,yry� ¢33 `� °�� • 41.5 , 7 g• L-1 49.43 0 20025 aq.ft. 1'0.460 ACRES $ "'! a 0 "� Z % x• I . q �` O LOT 63 z 0.460 ACRES i,, o g2 0, �'. '1 w cs`. LOT 50 s, DH `'\ 20025 sq.ft. r,1 cc 1,r� , 6 �,, sr > > LOT 46 �• 01 ! co > > > \,� i'y°b ♦ �\ , �1 ' , 9 9 1 t 0 0000 sq. d, �', 6 ��` ►�c1'' g 39 AIL 1.16 O t x"0.460 ACRES i ,,,� 1 0 20000 sq.ft. $ LOT 49 F` 0.459 ACRES o- <" 65 �h i y♦ © �8. '15 =- --;� t t t^ 2 �+ •P 0.459 ACRES LOT 47 N D •'S �. `. D H •�26 • GRAPHIC SCALE N 37'49 5fi E J J • 48 2, �X �v / LOT 48 N 20928 sq. ft. 6 LOT 37 - �1 45.00' _. 112.50' 6$ 7 -P % S 10 ,o' / 0.465 ACRES =`' 21535 sq.ft. ' 0.480 ACRES `cP0 3 62 9 �� o sq.ft. a 4.4�i 100 0 50 too zoo $ O O m ® 0 6 D 20000 ft. 6 .�- �,II� ,Ili - $ $ 50' . -SO, o• ♦� j 0.494 ACRES ♦00• ��2• `� 6 0.459 ACRES ,�o fPiN N 4 --____ ___.__� 11 Z - = J ♦ •� to . 9 ! 1 LAND N /F 112.50 " 7 50' TOTAL LOT 45 �O , �� S5, P I t o ® � � � 44 � ,Lo'1 � 6'1 rk3 � � `�, � � 9 lb .t1 - - , 4 W 33 6.21 J 24673 sq.ft. 1. 9� 2 14 .-.1 I o 69 2.1 s ALEJO F. ORTEGA & µ52'56 3 0.566 ACRES roe?? oS• ? 18 9' �� , �� >� ® G's, tea, .off ,\g ( IN FEET ) �Il� 0 9 < t �� � �6 DIOLINDA T. ORTEGA 1\ o �� •34.3 0.50 g3 4. �og.20 �'L�.go� s. LOT 38 s �ry 1 inch = 200 it. �DO w �' `♦ 98' 73.69' L=54.8 - N 12 > c�• * N TO BE CONVEYED TON,38-54'2„ of 20000 sq.ft. `� r �•� `SO• 9 8 W 136.93' C21 31 ♦1c 0.459 ACRES HARTEN S POND, LLC. �- . '� 11 .43ANDERSEN LAN >� �c� " E to 6 SEE DRAWING NO. 2 (SHEET F 4 LOT 44 �.. 15, 8?, 38 54 28 W 136 93 C22 01.03 > mss, LOT 39 >� 42 ZZ ( EE 2 0 }FOR NOTES AND LEGEND 28523 sq.ft. 112.50' - - L�1 > > 20000 sq.ft. s 1�,0• 0.655 ACRES 1 g L =88.87' cs0• ;'* 0.459 ACRES oo, .. •- 0 D H CHESTER R 0 A '� 1 COt< _- LOT 43 I 1• , OLD - - ��rl O °3 t 27399 sq.ft g i i 9 00 i © LOT 40 >c3�, 2g 03 �''4��' o tN S8. • �� 0.629 ACRES LOT 42 4 22377 sq.ft. *0- N 1 N/F t� 34+W Q 21648 sq.fL LOT 41 t 0.514 ACRES ' •t1 '� z 0 WE N W. PAIGE JR. w ` oo��s �5. n 3' 0.497 ACRES 3 24260 sq. ft. t e4 16 `. oo N?1 �. N N 0.557 ACRES '1 t3 N &JOYCE B. PAIGE �, oo �8 p p+ ,r, 1) cIn r t w S�J� 80 ?OS 3 O� . f Q I c•D 16i o LOT 1 w,! 20 DRAINAGE EASEMENT 1.0 4 1gg• �8 0 3>po3,18388, �i u") J Ln m 0,1N � 1�9'$'L 1,; LOT 6 \ T�` cn cn N/F Z (Ao$, U, .� N47'15'34"W 274.80' TOTAL - DH STANLEY DOMBROWSKI & - 20 ± 328.08' TOTAL 1 �� t`' t N 47'21' 31 "W `. 113.70 _ .. 6 ,��, 1�6 oo. O �` • 6�ti AURORE A. DOMBROWSKI yN L61 \F ,.< co 0 rn - 329 f Z- - 108,± w 20 ± ♦ > 112 ± N 10 *0 ! d LOT 5 J �, j ESMT. AREA `�� �� • IcG �i 'J v° IN 4+►, =2,255± sq.ft. --•�11 49 Z i a LOT 2 'Rill; LOT 3 4' N LOT 4 rn 2 C 0 ESMT. AREA r4 ESMT. AREA r^ ESMT. AREA lob '101 •5 rn =2,250± sq.ft. =2,179± sq.ft. =2,155± sq.ft. .91C. l L. DETAIL "G" DH SCALE: 1 "•100' N 730609.24 E 1155462.65 DH APPROVED BY THE CHAIRMAN OF THE MONTVILLE WATER POLLUTION "ONTROL AUTHORITY, THE PUBLIC WORKS DIRICTOR, THE HEALTH OFFICER, ASSESSOR, AND TKE MAYOR. MISC. REVISIONS CHAIRMAN DATE WATER POLLUTION '.ONTROL AUTHORITY PUBLIC WORKS DIRCTOR DATE HEALTH OF. CER DATE ASSESSOR DATE MAYOR DATE PASSIVE SOLAR ENERGY TECHNIQUES AS PRE- SCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN. SUBDIVIDER DATE ENGINEER SURVEYOR DATE 400 3 10/20/00 ADD ESMT, REV. STREET NAME GS 2 6/20/00 MISC. REVISIONS MRG 1 4/26/00 MISC. REVISIONS RHR N0. I DATE DESCRIPTION BY N"V_ 9 _W off_ it P_ VU g m Cr a as 0W oV Y i- 6 < O z F - w °D m� W(_n V) _j 0- o� � O ti A � � q v � wP4 � w Ar�q� A � W 04 04 w DATE: JANUARY 20, 2000 SCALE: 1=100' SHEET: 4 OF 4 owc. No.: 4 it P_ VU g O ti A � � q v � wP4 � w Ar�q� A � W 04 04 w DATE: JANUARY 20, 2000 SCALE: 1=100' SHEET: 4 OF 4 owc. No.: 4