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HomeMy WebLinkAboutSite PlanN\F LAND OF .WHIPPLE HYDROPOWER L INC. BRASS PLUG FOUND ' BRASS PLUG FOUND f LINE OF OCCUPATION i DEED LINE t N\F LAND OF DAWIBOWICZ do DEMAURO i 1, o� LROD SET + NSTOC i K J j D.H. FOUND c O D :01 �� �o 40 ct) co ICU (IV z 0) 171) 9 �^ r' F1 6 �o c1d O a' 06, .pp, •sr, �� PARCEL C .LAND PRESENTLY OCCUPIED BY COTE PRIMARILY CONSISTING OF A FENCED IN GARDEN (TO BE QUIT CLAIM TO COTE) � ,n COTE LAND OF y V N\F LAND OF PEASTEL G4 a S 17.41,26'• E M. S. FND rJ 12782, N\F LAND OF 1' MAP REFERENCE: 1 " SUBDIVISION PLAN MADE FOR WHIPPLE HYDROPOWER I, INC. PEQUOT ROAD MONTVILLE, CONN. SCALE 1" = 40' CHANDLER, PALMER do KING NORWICH, CONN. NOVEMBER 18, 1986" REVISED TO 3/2/87 2 " SUBDIVISION AND SITE DEVELOPMENT PLAN MADE FOR GRANITE ASSOCIATES, LTD. ROUTE 163 MONTVIUZ CONN. SCALE 1" = 40' CHANDLER PALMER do KING NORWICH, CONN. MAY 31, 1984" REVISIONS TO 10 JULY 1984 3 " PLAN OF THE PEQUOT MILL PROPERTY. AT MONTVILLE, CONN. OWNED BY THE J.B. MARTIN CO. SCALE 60 FEET TO THE INCH BY CHANDLER k PALMER, ENGINEERS NORWICH, CONN. 1919." SUBDIVISIONS OF LOTS ADDED SEPT. 1937 4 " ASBUILT MAY 15, 1989 SITE DEVELOPEMENT PLAN PREPARED FOR DW TRANSPORT PEQUOT ROAD-MONTVILLE, CONNECTICUT" PREPARED BY CHARLES T. CAMP k ASSOC SCALE 1" - 20' DATE 05/19/89 CERTIFIED A-2 KEY MAP 1" - 400' ZONE R-120, ------------ INDUSTRIAL ZONE f7t ZONE L I M "'oX ZONE R-20 '� ZONING COMPUANCE TABLE (INDUSTRIAL ZONE) CO to INDUSTRIAL DISTRICT ITEM REQUIRED EXISTING PROPOSED AREA 40,000 SQ. FT 127161* SOFT. 131 300 SOFT TRONT YAW W. 76'* 41.8•* SIDE YARD 15' 168.5•* r 33.5'* BUKDING SIZE i� 4 3000 5434 BUIU)ING HEIGHT Su Lei r/f O� N\F LAND OF GRANITE ASSOCIATES, LTD T O 4 yo ti0,� , N\F LAND OF QUARRY ASSOCIATES TURBINE S 06,71 h Sr 09 44 2 S 10 0'41 ,, f l 04 , 19 29 , 1 E 2 .84 E / a IN FAVOR OF/ 4,�O IN FAVOR OF G UARRY ASSOC. RAN / Ofd FOUND /842 & 198/1844 Fa�j REF. VOL 198 D ASSOC.844" 11 DRr� HOLES RIGHT 7-0 DRAIN _ S 07,16» 1 73ACQUIRED OGE op 58 P 6/?QQk ' - -� 77E � kiSn�c 1S a SSG wE� eV� fR ZONING DISTRICT INDUSTRIAL DISTRICT ITEM REQUIRED EXISTING PROPOSED AREA 40,000 SQ. FT 127161* SOFT. 131 300 SOFT TRONT YAW W. 76'* 41.8•* SIDE YARD 15' 168.5•* REAR YARD 33.5'* BUKDING SIZE 30• 4 3000 5434 BUIU)ING HEIGHT 50 MAX 1 16' P 0257/ NG INND E N\F LAND OF CONGDON MOVING ASTORAGE COMPANY co o, o Q� / v � t BAR w S 32'1639" E + e Sir 3 172.00 t PIa'l A� pp n TUR&EU 70u ND CL+P 12411 $ fr1 p d / E� tp e pi( CA N %t 0 v-.11) VORM- N\F LAND OF DECAROUs 31 40'01" W `- PARCEL BOUNDARY o "� ER OF HOUSE y aA,fq OlJ 60.00' `AIA fiauN M- 11$.50 S S4.s,�. 1 'I co Sr ND D 6 \. W _. , t /co cps, o N N 17 $g,39 " J N\F LAND OF. � w BOCHAIN 1 N wre% n 83 97' W 1j4.50 - 16655± - -, _N ` qjEL w i � C5 12.64 N 36'35' 34 W OCL TANK 166 .71 ±' `7 M� Z 12.35± z �HELCO 5897 axr� c 0+ 1 Rw Fouts co. N 36'29 30 I 50 0 SE n ED_cE of N 39.4 Rei' _a HELCO 5880 -$ 14ELTCO 281 1p , THIS GENERAL LOCATION SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20•-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS ; `�Qq�A� CFOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUZ" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY WAS CONDUCTED ON THE GROUND BETWEEN 1994-1997 AND =w? CONFORMS TO A HORIZONTAL ACCURACY CLASS C. TO MY KNOWLEDGE AND BETlEF, TPM MAP IS SUBSTANTIALLY CORRECT AS .NOTED HEREON., 17247, isT � a DATE. ?-z i l �ff';�.0 SUB„•,;; ' MICHAEL C. HEALEY, P. L S. CT LIC. # 17247 CERTIFICATION IS NOT VALID WITHOUT SIGNATURE AND IMPRESSION TYPE SEAL a i\ f5 PARCEL A LAND OF THE TOWN OF MONTVILLE TO BE CONVEYED TO DAVID WADDINGTON 2,082 ± SO. FT. 0.048± AC t i GRAPHIC SCALE 0 15 30 60 17 0 TCO m 98.60 t SAR SF N 22'45'39, o a' PARCEL B LAND OF THE TOWN OF MONTVILLE TO BE CONVEYED TO DAVID WADDINGTON 2057 ± SO- FT. 0.047± AC APPROVED BY THE MONTVnX PLANNING AND ZONING COMMISSION DATE: CHAIRMAN c PERIMETER SURVEY PREPARED FOR DAVID WADDINGTON j SHOWING PROPOSED ADDITION AT D.W. TRANSPORT AND LEASING INC. PEQUOT ROAD, MONTVILLE, CONN. SCALE 1” = 30' DATE: SEPT 14, 1996 REVISED TO: APRIL 23, 1997 SHEET 1 OF 3 aka MICHAEL C. HEALEY, L. S. PROFESSIONAL LAND SURVEYOR 940403-1 126 LYNCH ROAD (203) 455-0696 NORTH WINDHAM, CT 06256 I ! N OTHER LAND OF WADDINGTO` i a J __ \`'-� N\F LAND OF QUARRY ASSbCIATES J'�'� D.H. fND J oP� D.H, FND EXISTING WE L� TpE�tt' ti , ' _ s D.H. \\ MAP � � 4 ,/ FLOOD ELEVATION CONT" APPROX. LOC. (TYP) (FROM FEMA MAP) �`� `• / ¢ / f�. (AQP C$. #3 00 �\ 1 k 4 A 5> D � . PROPOSED JERSEY BARRIERS ~ t I O �,I \ , f �Q ,• l�, � RoSte£ A so �' ,q APPROX. LIMIT OF FEMA FLOOD HAZARD ZONE A BOUNDARY �� • , . .. � J .' t. � � �� O• ,� �so�.$. ,fit. � � �� 6 �tf. ',�s _ Ft�c .� s �, .f� ,c, �o'4f D.H. FND" WA(� (BASED ON FLOOD ELEVATIONS) e ro 000 Ar C$i typ� - Qt+ewJ� OflO EXISTING JERSEY BARRIERS EXISTING 15 CULVERT .TO BE ABANDONED NEW SAN M.N. \ 1 T.F. \ 'STAKE SILT FENCE ALONG PROPERTY UNE INV., 86.8�s3� �s \ 500 GALON FUEL TANK I J 83.2 T y1`�p TO BE RELOCATED l .' ,o ' . © 1 SLAB,To TO BE REMOVED \. ��. � . ... i� • - � t. - o �''��ti '`�.\ k\ `. EN SP omr �PAO-� -- Vi STORM DRAINAGE TABLE . DESIGNATION TYPE PROP. T.F EXIST. T.F. PROP., INV EXIST INV. EXIST INV. CB -A C -L 86.6 N.A. 83.3 N.A. N.A. CB -B C -L 89.0 N.A. • 83.0. N.A. N.A. CB- C -L 84.6 83.85 78.0 78.0 15"ACCMP 77,72' 8" UNDERDRAIN CB -D' C -L 83.0 81.75 76,9 76.91- 15" ACCMP 77.0 NORTH, 77.32 WEST CB -E C -L 79.7 N.A. 76.1 N.A. CB -F C -L 178.4 N.A. 75.3 N.A. N.A. DAVID WADDINGTON SH gW(NG PROPOSED ADDITION AT D. W. TRANSPORT AND LEASING INC. PEQUOT ROAD, MONTVILLE, CONN, SCALE 1" = 20' DATE: JUNE 4, 1996 REV. TO MAY 21,.1997 SHEET 2 OF .3 MICHAEL C. HEALEY',. L. S: NOT TO SCALE EXISTING GRADE 8 INj MANHOLES ELEVATED I I TO GRADE $' CONCRETE SLAB { '_SRi.I` `~ : " INLET 6'MIN. OUTLET 6' MIN. .., _ - - STATIC LIQUID LEVEL Z ELEV. _ 85.2' DRAIN ., OUTLET TO TOWN 1 GOND. SLAB° ,' ^^ `• 1 • EXT. PROTECTIVE 3.5 FT. MIN. SANITARY SEWER • COATING SYSTEM �. 12' Cow FOOTING INT. PROTECTIVE MIN, 1500 GAL. 4 TO 6' THICK 6 TO 15 COATING CAPACITY TANK l, 12` COMPACTED GRAVEL EASE 48, 22' 1-172' STONEF---,.�—.."_-..—__—_.._....-,.._--._..� B LCIAD CELL OIL WATER SEPARATOR ROCKER UOLUMN SCALE SECTION NOT TO SCALE NOT TO SCALE T.F. SET IN FIELD EROSION AND 'SEDIMENTATION CONTROL 1) CONSTRUCTION IS EXPECTED TO COMMENCE DURING THE SUMMER OF 1997 AND IS EXPECTED TO EE COMPLETED IN THE FALL OF 1997. 2j -EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 'INSTALLED AS SHOWN ON THE- PLANS, OR. AS DIRECTED .BY THE TOWN PRIOR TO CONSTRUCTION. 3) ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE i. "CONNECTICUT GUIDELINES 'FOR SOIL EROSION AND SEDIMENT CONTROL". DATED 1988 4) ALL EROSION .CONTROL DEVICES -SHALL BE MAINTAINED OR REPLACED BY THE CONTRACTOR DURING. THE, CONSTRUCTION PERIOD AS NECESSARY. OR AS DIRECTED BY THE TOWN OF MONTIALLE. 5) SEDIMENT 'REMOVED FROM ANY CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN. c 6) ADDITIONAL EROSION CONTROL MEASURES ,SHALL BE INSTALLED {TURING THE CONSTRUCTION , PERIOD IF DEEMED NECESSARY OR AS REOUIRED _ BY .THE ENGINEER INLET . � 75. OR TOWN OF MONTVILLE - 7) THE CONTRACTOR SHALL .BE -RESPONSIBLE FOR IMPLEMENTING :ALL EROSION AND `SEDIMENT CONTROL DEVICES AS SHOWN -ON THESE PLANS OR AS ORDERED BY THE ENGINEER. 8) ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED,, -AND FERTILIZED OR SODDED AT THE COMPLETION OF THE PROJECT, IN :THE EVENT CONSTRUCTION TAKES LONGER .THAN ANTICIPATED ALL' ' DISTURBED SLOPES SHALL BE MULCHED PRIOR TO THE WINTER MONTHS. 9) THE FOLLOWING DATES FOR SEEDING SHALL BE USED: SPRING: MARCH 15 TO JUNE 15 FALL: AUGUST 15 TO OCTOBER 15 CONSTRUCTION SEQUENCE 1) CONSTRUCTION ACTIVITIES WILL COMMENCE AFTER PLANNING AND ZONING APPROVAL AND THE _ PLANS ARE .FILED WITH THE APPROPRIATE TOWN AGENCIES. 2) CONSTRUCTION WILL COMMENCE. DURING THE SUMMER OF. 1997 WITH THE ANTICIPATED 'COMPLETION IN THE FALL OF, 1997. ALL SEDIMENT 'AND EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. 3) ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSTALLED AS SHOWN ON THE PLANS, PRIOR, TO THE START OF CONSTRUCTION AND MAINTAINED OR - REPLACED 'AS REQUIRED THROUGHOUT CONSTRUCTION. 4 . ROUGH -GRADE PARKING AREAS 5 INSTALL DRAINAGE ,STRUCTURES 6 INSTALL SANITARY STRUCTURES 7 EXCAVATE BUILDING FOOTPRINT, FORM FOOTING AND FOUNDATIONS 8 INSTALL_ .ROCKER COLUMN, SCALE AND CONCRETE RAMPS, CONCRETE PADS AND RETAINING WALLS. 9) .FINE .GRADE AND PAVE PARKING AREAS, INSTALL CURBING ,BARRIERS, FENCES AND RAILING. 10) : FINE GRADE EMBANKMENTS GROSS PARTICLE SEPARATOR SECTION CURBNOTES: 1. SURFACE ON WHICH CURBING IS PLACED SHALL BE CLEAN AND AN APPROVED TACK COAT SHALL BE APPLIED JUST PRIOR TO PLACING CURB, 2. CURBING SHALL SE . MACHINE. BITUMINOUS CONCRETE CURB NOT TO SCALE OUTLET = 74,7 IT 11 a 8" REINFORCED CONCRETE PAVEMENT 8" PROCESSED GRAVEL COMPACTED SUBGRADE CONCRETE PAVEMENT NOT TO SCALE STOCKADE FENCE NOT TO SCALE GRASS AREA ASPHALT PAVEMENT TOPSOIL EASE MATERIALS - -=-_-= -- -- -: BACKFILL- .. COMPACTED IN MAX. 12' LAYERS GRAVEL FILL __ -_l_._..._.__.___ •-�fa�'-".,= �,�_x�.7"'Y�_:;1i }1-t+,i,,z'i-#? OVER PIPE :.:.. `. SEWER AND DRAINAGE PIPE GRAVEL FILLN:µt!:' COMPACTED IN 6' LAYERS'itJ: 6' EARTH 12' IN ROCK 12' O.D. 12' TRENCH DETAIL NOT TO SCALE 11 SEED AND FERTILIZE ALL DISTURBED AREAS OF THE PROJECT UNLESS OTHERWISE -+► 1 — DIRECTED BY THE ENGINEER 12) ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED UPON PROJECT COMPLETION _ I 2' MIRE FENCING AND SET STAKES APPROX 10' APART FILTER FABRIC STAPLED TO STAKE . 15' 2" x 2" x .3' STAKE TOE OF SLOPE EXCAV, 6" x 6" TRENCH (2 PER BALE) BACKFILL TO COVER WRE BALES BUTT TOGETHE FLARED END FENCING d FILTER FABRIC . 100. - LOPE DIISRTEl1A BED ' FLOW RIP—RAP EXISTING GROUND, SILT FENCE DETAIL HAY BALE BERM FOR _SLOPES NOT TO SCALE NOT TO -SCALE PLUNGE POOL / SPLASH PAD — DEPTH = 3.0' NOT TO SCALE -mow 110110 WWI= 2' 2' PLUNGE POOL DETAIL NOT TO SCALE IOOD CHIPS 3 C COMr/A(_ I tU z)U0U"UL .1 ,..(gyp -a-: .'.. ?4,1...'.� �..`, i:.� ,• Ya...,,. 3" CLASS 1 BITUMINOUS BASE 2", CLASS 2 BITUMINOUS BASE 8" PROCESSED GRAVEL COMPACTED SUBGRADE BITUMINOUS. PAVEMENT IN TRUCK ACCESS AREAS NOT TO SCALE ,TYPICAL WALL SECTION NOT TO SCALE EROISION CONTROL AND DETAIL SHEET PREPARED FOR INTEP,MEDIATE STONE RIPRAP DEPTH = 18" DAVID WA D D I N G TO N 1"-2" CRUSHED STONE DEPTH = 6" GE07XTILE FABP!C i DATE: MARK ZESSIN, P.E. ° Anchor Engineering Services, Inc. 75 Nutmeg Lane Glastonbury, CT 06033 TEL (860) 633-8770 FAX (860) 633-5971 E FENCE -TER FABRIC 3" PERF. )VC UNDERDRAIN EL. 89.5 3HOVti1r40 PROPOSED ADDIIIOr� AT D.W. TRANSPORT AND LEASING INC. PEQUOT ROAD, MONTVILLE, CONN. DATE: JUNE 4, 1996 � REV. TO MAY 13, 1997 SHEET 3 OF 3 MICHAEL C. HEALEY, L. S. PROFESSIONAL LAND SURVEYOR 940403C. 126 LYNCH ROAD NORTH K'WDHAM, CT 06256 (860) 455-0696 SLOPE ALL SIDES FLARED END —77 PLUNGE POOL DETAIL NOT TO SCALE IOOD CHIPS 3 C COMr/A(_ I tU z)U0U"UL .1 ,..(gyp -a-: .'.. ?4,1...'.� �..`, i:.� ,• Ya...,,. 3" CLASS 1 BITUMINOUS BASE 2", CLASS 2 BITUMINOUS BASE 8" PROCESSED GRAVEL COMPACTED SUBGRADE BITUMINOUS. PAVEMENT IN TRUCK ACCESS AREAS NOT TO SCALE ,TYPICAL WALL SECTION NOT TO SCALE EROISION CONTROL AND DETAIL SHEET PREPARED FOR INTEP,MEDIATE STONE RIPRAP DEPTH = 18" DAVID WA D D I N G TO N 1"-2" CRUSHED STONE DEPTH = 6" GE07XTILE FABP!C i DATE: MARK ZESSIN, P.E. ° Anchor Engineering Services, Inc. 75 Nutmeg Lane Glastonbury, CT 06033 TEL (860) 633-8770 FAX (860) 633-5971 E FENCE -TER FABRIC 3" PERF. )VC UNDERDRAIN EL. 89.5 3HOVti1r40 PROPOSED ADDIIIOr� AT D.W. TRANSPORT AND LEASING INC. PEQUOT ROAD, MONTVILLE, CONN. DATE: JUNE 4, 1996 � REV. TO MAY 13, 1997 SHEET 3 OF 3 MICHAEL C. HEALEY, L. S. PROFESSIONAL LAND SURVEYOR 940403C. 126 LYNCH ROAD NORTH K'WDHAM, CT 06256 (860) 455-0696