WESTBROOK STREET OLD WESTBROOK STREET
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WESTBROOK STREET OLD WESTBROOK STREET C-10 PROJECT NAME: DRAWING NAME: CLIENT: ENGINEERING, INC. A C O R N
Transcript of WESTBROOK STREET OLD WESTBROOK STREET
WESTBROOK STREET
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45" oak
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WV
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house
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barn
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stone pillars
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(66' wide)
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paved lot
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gravel drive
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shed
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5/8" capped iron rod (PLS# 1328)
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5/8" capped iron rod (PLS# 1328)
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4"x4"
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w/ drillhole
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3/4"
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5/8" rebar
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w/ drillhole
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5/8" capped iron rod
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w/ drillhole
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w/ drillhole
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1/2"
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1/2"
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3/4"
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5/8" capped iron rod (PLS# 1006)
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1/2" rebar
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5/8" capped iron rod
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old foundation
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w/drillhole
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5/8" capped iron rod
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shed
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shed
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1 1/4"
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w/ drillhole
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finished floor elevation: 67.03'
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box wire fence
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box wire fence
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box wire fence
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box wire fence
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patio
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concrete retaining wall
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UE
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W
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UC
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UC
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UC
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UC
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Stroudwater River
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1/2"
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1/2" (disturbed)
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1/2"
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1/2"
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paved lot
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paved drive
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N/F Alina Waterhouse, Raymond Waterhouse 6931/136
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N/F Maria Shabazz, Michael A. Scannell 23332/37
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N/F William D. Dobrowolski 8485/143
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N/F Linda E. Paradis, Andrew D. Green 27478/8
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X
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30'
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Kevin A. Regan 31253/5
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see easement #3
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Mary A. Davis Stuart W. Tisdale Jr. 21186/321
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X
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N/F Stroudwater Christian Church 4346/315
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N/F Jacqueline D. Day 33513/280
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box wire fence
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N/F Judith A. Caminiti 22735/32
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box wire fence remains
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see easement #1 (approximate location)
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see easement #4 (approximate location)
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N/F Portland Water District 2198/386
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see easement #5 (approximate location) see detail A
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see easement #2 (approximate location)
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N/F Bruce L. Harrington 10904/302
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X
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Stroudwater River is the boundary (see note #6)
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(66' wide)
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50'
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W
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W
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1736'±
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N 11°35'30" W 533'±
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N 11°15'29" W 381.61'
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N 11°03'25" W 542.24'
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L1
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L2
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L3
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L4
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L5
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S 19°01'52" E 199.93'
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L6
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N 19°01'52" W 200.00'
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L7
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L8
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N 17°41'52" W 200.00'
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L11
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L16
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L18
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N 72°18'08" E 278.37'
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N 70°53'08" E 424.55' (total)
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S 10°47'26" W 355.88' (total)
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S 11°21'03" W 513.70'
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S 16°18'03" W 575'±
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N 83°07'28" E 261.97' (total)
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N 14°41'52" W 109.15'
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N 20°56'52" W 636.86'
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N 23°11'52" W 94'±
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S 23°11'52" E 113'±
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S 20°56'52" E 633.14'
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S 14°41'52" E 99.56'
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N 82°05'39" W 229.81'
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N 81°10'09" W 373.09'
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S 82°05'39" E 230.05'
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S 81°10'09" E 374.36'
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30.02'
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319.62'
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OIL
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OIL
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L15
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W
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S61°15'10"E 49.07'
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N 61°15'10" W 104.36'
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47.30'
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53.61'
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60.69'
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40'
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access cover
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18" rcp
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see easement #6
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SS
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OHE
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access cover
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illegible valve
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123.39'
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OHE
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STROUDWATER RIVER
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MAINE TURNPIKE (I-95)
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PATRIDGE CIRCLE
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WESTBROOK STREET
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OLD WESTBROOK STREET
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SHORELAND OVERLAY ZONE
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NEIGHBORHOOD TRAIL SYSTEM IN COORDINATION WITH PORTLAND TRAILS
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APPROXIMATE STROUDWATER RIVER HIGH WATER LINE
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PROPOSED LOT LINES, TYP.
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POSSIBLE CONNECTION TO EXISTING PORTLAND TRAILS FORE RIVER SANCTUARY TRAIL NETWORK
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PROPOSED LOTS TO BE ACCESSED DIRECTLY FROM WESTBROOK STREET, TYP. OF 4
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EXTENT OF WETLANDS, TYP.
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BUILDABLE LOT AREAS, TYP.
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ALLOCATED SPACE FOR A STANDARD 36'X26' HOME, TYP.
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EXTENT OF PROPOSED ROW
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WETLANDS WITHIN LOTS TO NOT BE IMPACTED BY DEVELOPMENT, TYP.
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SPACE RESERVED FOR FUTURE TRAIL CONNECTIVITY
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DRAWING NO.
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ISSUED FOR
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BY
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SITE PLAN
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CAMELOT VILLAGE
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KENNEBUNK, MAINE 04043
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DATE
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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SCALE:
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JN:
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FILE:
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PRE-APP
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1079_CIVIL
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1079
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1"=100'
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OJD
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OJD
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WHS
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WHS
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10/27/16
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CAMELOT HOLDINGS, LLC
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CONCEPTUAL
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ACORN ENGINEERING, INC. 158 DANFORTH ST, PORTLAND MAINE 04102 (207) 775-2655
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THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WRITTEN PERMISSION WRITTEN PERMISSION PERMISSION PERMISSION FROM ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED AUTHORIZED AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND USER'S SOLE RISK AND USER'S SOLE RISK AND SOLE RISK AND SOLE RISK AND RISK AND RISK AND AND AND WITHOUT LIABILITY TO ACORN ENGINEERING, INC.
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0
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100
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100
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200
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SCALE:1" = 100'1" = 100'
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GENERAL NOTES: 1.PLAN REFERENCES: PLAN REFERENCES: 1.1.MAINE OFFICE OF GIS FOR AERIAL AND CONTOUR DATA MAINE OFFICE OF GIS FOR AERIAL AND CONTOUR DATA 1.2.CITY OF PORTLAND GIS FOR PARCEL AND ZONING DATA CITY OF PORTLAND GIS FOR PARCEL AND ZONING DATA 1.3.PRELIMINARY BOUNDARY SURVEY DATED 11/16/2016 PRELIMINARY BOUNDARY SURVEY DATED 11/16/2016 COMPLETED BY TITCOMB ASSOCIATES. 1.4.WETLAND DELINEATION BY MARK HAMPTON ASSOCIATES WETLAND DELINEATION BY MARK HAMPTON ASSOCIATES DATED 11/18/16 2.AREA DEPICTED FOR THE SHORELAND OVERLAY ZONE IS AREA DEPICTED FOR THE SHORELAND OVERLAY ZONE IS APPROXIMATE BASED ON PORTLAND GIS DATA. 3.IN ANTICIPATION OF BEING BUILT INTO PHASES, TURNAROUND IN ANTICIPATION OF BEING BUILT INTO PHASES, TURNAROUND CAPABILITIES WILL BE MAINTAINED WITHIN THE CONNECTOR ROAD IN THE CENTER OF THE DEVELOPMENT. THE TURNAROUND WILL BE A MINIMUM 30' LONG PER TECHNICAL STANDARD.
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SPACE AND BULK STANDARDS
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ZONE:
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R-1
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R-3
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MINIMUM LOT SIZE
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15,000 SF
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6,500 SF
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MINIMUM STREET FRONTAGE
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75'
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50'
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FRONT YARD
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25'
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25'
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REAR YARD - PRINCIPAL
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25'
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25'
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REAR YARD - ACCESSORY
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5'
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5'
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SIDE YARD
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16'
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16'
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STRUCTURE STEPBACKS (REAR YARD ABOVE 35')
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-
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15'
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MAXIMUM LOT COVERAGE
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20%
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35%
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MINIMUM LOT WIDTH*
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100'
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65'
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MAXIMUM BUILDING HEIGHT
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35'
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35'
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MAXIMUM ACCESSORY HEIGHT
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18'
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18'
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*DISTANCE PARALLEL TO THE FRONT OF THE BUILDING MEASURED BETWEEN SIDE LOT LINES THROUGH THAT PART OF THE PRINCIPAL BUILDING WHERE THE LOT IS NARROWEST.
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LOT SUMMARY
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CAMELOT FARMS
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92
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WESTBROOK STREET
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4
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OPEN SPACE LOTS
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4
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TOTAL
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100
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IMPERVIOUS SURFACE SUMMARY
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EXISTING*
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20,884 SF
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PROPOSED
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275,424 SF
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NET CHANGE
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254,540 SF
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*IMPERVIOUS SURFACE AREA FROM CITY STORMWATER FEE SITE EVALUATION
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PRELIM APP
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WHS
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12/9/16
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45" oak
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house
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barn
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stone pillars
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(66' wide)
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paved lot
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gravel drive
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shed
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5/8" capped iron rod (PLS# 1328)
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5/8" capped iron rod (PLS# 1328)
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4"x4"
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w/ drillhole
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3/4"
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5/8" rebar
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w/ drillhole
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3/4"
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5/8" capped iron rod (PLS# 1006)
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1/2" rebar
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old foundation
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w/drillhole
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shed
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shed
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finished floor elevation: 67.03'
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box wire fence
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patio
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UE
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UC
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Stroudwater River
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1/2"
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1/2" (disturbed)
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1/2"
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1/2"
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paved lot
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paved drive
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N/F Alina Waterhouse, Raymond Waterhouse 6931/136
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N/F Maria Shabazz, Michael A. Scannell 23332/37
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N/F William D. Dobrowolski 8485/143
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N/F Linda E. Paradis, Andrew D. Green 27478/8
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30'
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Kevin A. Regan 31253/5
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see easement #3
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Mary A. Davis Stuart W. Tisdale Jr. 21186/321
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N/F Stroudwater Christian Church 4346/315
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N/F Jacqueline D. Day 33513/280
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box wire fence
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N/F Judith A. Caminiti 22735/32
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box wire fence remains
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see easement #1 (approximate location)
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see easement #4 (approximate location)
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N/F Portland Water District 2198/386
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see easement #5 (approximate location) see detail A
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see easement #2 (approximate location)
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N/F Bruce L. Harrington 10904/302
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Stroudwater River is the boundary (see note #6)
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(66' wide)
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50'
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1736'±
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N 11°35'30" W 533'±
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N 11°15'29" W 381.61'
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N 11°03'25" W 542.24'
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L1
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L2
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L5
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S 19°01'52" E 199.93'
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L6
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N 19°01'52" W 200.00'
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L7
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N 17°41'52" W 200.00'
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L14
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L16
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N 72°18'08" E 278.37'
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N 70°53'08" E 424.55' (total)
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S 10°47'26" W 355.88' (total)
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S 11°21'03" W 513.70'
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S 16°18'03" W 575'±
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N 83°07'28" E 261.97' (total)
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N 14°41'52" W 109.15'
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N 20°56'52" W 636.86'
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N 23°11'52" W 94'±
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S 23°11'52" E 113'±
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S 20°56'52" E 633.14'
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S 14°41'52" E 99.56'
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N 82°05'39" W 229.81'
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N 81°10'09" W 373.09'
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S 82°05'39" E 230.05'
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S 81°10'09" E 374.36'
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30.02'
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319.62'
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OIL
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OIL
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OIL
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L15
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S61°15'10"E 49.07'
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N 61°15'10" W 104.36'
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47.30'
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53.61'
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60.69'
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40'
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access cover
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18" rcp
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see easement #6
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access cover
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illegible valve
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123.39'
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DRAWING NO.
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ISSUED FOR
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BY
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SITE PLAN - AERIAL
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CAMELOT FARMS
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DATE
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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SCALE:
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1079_CIVIL
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1079
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1"=100'
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OJD
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WHS
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PRELIMINARY NOT ISSUED FOR CONSTRUCTION
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ACORN ENGINEERING, INC. 158 DANFORTH ST, PORTLAND MAINE 04102 (207) 775-2655
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THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WRITTEN PERMISSION WRITTEN PERMISSION PERMISSION PERMISSION FROM ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED AUTHORIZED AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND USER'S SOLE RISK AND USER'S SOLE RISK AND SOLE RISK AND SOLE RISK AND RISK AND RISK AND AND AND WITHOUT LIABILITY TO ACORN ENGINEERING, INC.
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0
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100
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100
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200
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SCALE:1" = 100'1" = 100'
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PRELIM APP
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WHS
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12/9/16
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KENNEBUNK, MAINE 04043
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CAMELOT HOLDINGS, LLC
133 Gray Road, Falmouth, Maine 04105
Diversacorp LLC
Camelot Farm
(207)797-9199 www.titcombsurvey.com
LEGEND
NOTES
PLAN REFERENCES
OWNER OF RECORD
AREA
EASEMENTS / ENCUMBRANCES
A C
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EN
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DRAWING NO.
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DRAWING NAME:
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CLIENT:
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VICINITY MAP
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CHECKED BY:
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THIS PLAN SHALL NOT BE PLAN SHALL NOT BE PLAN SHALL NOT BE SHALL NOT BE SHALL NOT BE NOT BE NOT BE BE BE MODIFIED WITHOUT WRITTEN WITHOUT WRITTEN WITHOUT WRITTEN WRITTEN WRITTEN PERMISSION FROM ACORN FROM ACORN FROM ACORN ACORN ACORN ENGINEERING, INC. ANY INC. ANY INC. ANY ANY ANY ANY ALTERATIONS, AUTHORIZED AUTHORIZED AUTHORIZED OR OTHERWISE, SHALL BE OTHERWISE, SHALL BE OTHERWISE, SHALL BE SHALL BE SHALL BE BE BE AT THE USER'S SOLE RISK THE USER'S SOLE RISK THE USER'S SOLE RISK USER'S SOLE RISK USER'S SOLE RISK SOLE RISK SOLE RISK RISK RISK AND WITHOUT LIABILITY TO WITHOUT LIABILITY TO WITHOUT LIABILITY TO LIABILITY TO LIABILITY TO TO TO ACORN ENGINEERING, INC.
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ACORN ENGINEERING, INC. P.O. BOX 3372 PORTLAND, MAINE 04104 (207) 775-2655
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DESIGN BY:
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CIVIL
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1000
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1":2500'
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OJD
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WHS
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WHS
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10/28/16
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CAMELOT FARMS SUBDIVISION
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CONCEPTUAL
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PROJECT NAME:
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EX-1
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CAMELOT HOLDINGS, LLC
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SITE REVIEW
