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Home My WebLink AboutPlanMON REC PQ CORRUGATED METAL PIPE toCQ CQ fJ q" Hii & 2 e-1 CQ MON W/ WITH 0 0 69.3/ IRON PIPE yp3' N 67'59'07" i aNOT TO SCALE CITY OF -QRWIC TOWN OF MON a oo+ 0 N/F 2 ' ', THE MOELLER GROUP, LLC VOLUME 269 MON (NORWICH 1LANDPRECORDS) REC 24'° . OAK' .. , . W/WIRE moo., CENTERLINE OF BROOK IS 4F AND THE TOWN LINE THE f'ROI'ERTYPoi # _ INv= 3 N AND T CITYTWEEN THE TOWNOFNORWICH NfFADI. - 125 '\ .... .., _. CO ---._. _ JRI--J, INC. WOOD ""'q- -- ;----; .'.. ` ' ----. M VOLUME 334 PAGE 284 POST 24" RCP = -,,, ... - - _ '_--- 8 (NORWICH LAND RECORDS) 6 t INV=48.30 ., , - - 1-33 SURVEY S" WOOD' CL,OSI T ,' "- #Y- , - ` . INV=44.11LPOSTrG . 5.53 APPROXIMATE LOCATION C / g -.`. OF GAS PIPELINE (TYP.) `'` , z > a INLAND WETLANDS / #Y -Y4121-15 DEAD Q W/WIRE #1-32 ` 0a - -~- i -sL it 2 ria 46 F 50 ° f #i-31 `, INLAND GAS LINE RIGHT OF WAY - E t # 2 - Y WETLANDS ` # 24- i SEE #) # 1-30#1-17 F \ 1-18 #2-7 C. 4 1_22 / \ / 091 x+ w INV=50.72 , / i \` e• s / / 4CL lk- co o ` CQ d44 IN -V=51.49. 44 ASSUMED STREET LINE SEE NOTE #9) w 14 AREA = 9.58± ACRES E- WOODN/F SWART E. GADBOIS & \ _ _ 1 (41'7,300± S.F.) • -' POST j I . T=376.50 : JUDITH S. GADBOIS \ 0.4 I t/( INCLUDES N FADE i=so VOLUME 313 PAGE 356 MoNr4LLE LAND RECORDS) Delta28" 46'04' NIF 36 Z i ; ! H. LISTER JOHNSON GUY r f VOLUME 195 PAGE 8 POLE 30" OAKS Wa \ \ (MONTVILLE LAND RECORDS) SNET COj -- w l \ \ ~ #1701 !\2Ifl 6.5t P4 LD T {{ 17 0 MON Y/ / : Y REC / BOULD RS u c4MON Ric / / { /( TVP.) IS4 1 LEDGE OUTCROP till 10 I anR=426.59'/ L=166.40 f 1CQTan 2'2i= 8432 CVDelta '`5" 1\\\ \ \ `• ` ' 0 o 101 t f Px\ `, \\\ \`\ \ ' \ / 1 f Z 14ON 1 1 \\\ - ou cROP ° % , / Po E/ I X6.5 REC 1 ti \ ,. \ \ \ \ / / / / t N F -' i 1 t 1 _ ``\. ° / SNET CO SEYMQUR ADELMAN 44, i L -- ` \\ \\ \ ` ~--- ~` ` - - -- _ _ _ f / / / # 1700 AREA = 1,700±S.F. ' I l \ _ _ _ _ / % VOLUME 143 PAGE 178` i /GUY LAND RECORDS) ` - -i `.-- '' -. ',\ \\ - - - -- -_ 1' " - - - ' - - _ _ _ _ = f / // WIRE eM® ( SEEOTES 7 & 8) - jIY ..._. \ ..„ `---- ..._ ._ '_^-.-.--...`.,"" -...__ '--- ---._ / -_--.._"^" P. --- • / / ., red' 02 IV ol CQ r .-, - - 125 - - -- -`TC3NE WALL AND STONE -90 eI 10'702'49" . I L \ G \ WALL REMAINS (TYPOy -- - e -- _ - = '- ' w-- POLE_'WIRE o POLE POLE -- -- L - - --- - _ -- POLE= _ _ - - - i'' --' \ CL & P WIRE - -- ` -HELTCC--- -- - - -"-HELTC -/ 140..12, ox, f1-- -_ __ _ _- ; Hiofl9 ® \ = = -135.85' -- = goo _#1009e =88.54 _-- 4 3'-- ##100951Qi"c Z30"O slopM15 # OjW i2f1.'95 # N 71°19'48 W N 69'°07'04" W N67'1§'42"W` _ N 89'5'7'19" W ` SIGN- 59, 07„ W- N 70'40'27" W ASSUMED STREET LINE """- M- " SPEED- STREET SEE NOTE #10.) ` LIMIT 25" SIGN - EDGE of PVMT. (TYP) 8 .35 , LEFFINGWELL f , GUARD RAIL TYP) .COAD o/. SIGNte E -- DGE OF PTYMT. (TYP) POLE REN HELT CO ®--.-.-- 10098 BENCH MARK REBAR WITH CAP ELEVATION 100.00 ASSUMED DATUM) GRAPHIC SCALE 50 0 25 50 100 Q 19918 HARRIS & CLARK, A DIVISION cif McFARLAND-JOHNSON, INC. These drawings are the property of the Engineer and have been specificallyC) for the owner of this project, a`" this site, and are not to be 3!.. a ,, .4 t ,nee nr whnla for nnv other purpose, project, location or owner without the expressed written consent of the Engineer. C: %0 ; n1 -Igain -%--,1 Etq7`-R FST IN FEET ) 1 inch = 50 ft. HELI CO 1699 Approved by the Montville Planning and Zoning Commission. Chairman or Secretary Date 20 Certified by the Montville Planning and Zoning Commission. Chairman or Secretary Date W - CMF CORRUGATED METAL PIPE INV INT'ERT PVMT. PAVEMENT RCP REINFORCED CONCRETEPIPE W/ WITH I,PIPE IRON PIPE MON MONUMENT N/F NOW OR FORMERLY REC RECOVERED S.F. SQUARE FEET TYP TYPICAL t MORE OR LESS O/W-OVERHEAD WIRES 50--- EXISTING CONTOUR UTILITY POLE R i=4lf IN INLAND WETLAND FLAG & NUBER 1-19 ra 01 80 Site L.EFF-INGWEti_ 395 S 01 SURVEY NOTE: 1. This map has been prepared pursuant to the Regulations of Connecticut State Agencies Sections 20-300b-1 through 20-300b-20 and the "Standards for Surveys and Maps in the State of Connecticut" as adopted by the Connecticut Association of Land Surveyors, Inc. on September 26, 1996. It is a Property Survey conforming to Horizontal Class A-2 and Vertical Class T-2 Standards of Accuracy as defined in the above regulations. The boundary determination categories are as follows: A First Survey Along N/F Gadbois. 2. Map References: a. Location of Algonquin Gas Transmission Company Right of Way across the property of H. Lister Johnson" loc. New London County, Connecticut Year: 1998 W.C. 016821. Scale: 1"=40' dwg CJ -P-8503 tract E -1-137A by Conklin & Soroka, Inc. Revised to Revision 1. b. "The Connecticut Light & Power Company Berlin, Connecticut Montville- Wawecus Jct.- Tunnel Surve7 Plan from STA. 170+00 (1050' North of Conn. Tpke) to STA. 255+00 (1050 South of Route 82) Scale: 1"=200' Date: 12-23-70 NO 17745-4" c. "Proposed Right of Way for pipeline across the property of William B. Lathrop" Scale: 1"=3009 Date: 4-3-52 by Ford, Bacon & Davis, Inc. acting as Agent for Algonquin Gas Transmission Company. d. "Zoning District IP Subdivision Plan #341 prepared for the Mueller Group, LLC Salem Turnpike (Route #82) Norwich, Connecticut" Date: March 17, 1997 Scale:l "-100 Sheet 1 of 1 by Chandler, Palmer & King Revised to April 29, 1997. e. "Plan Prepared for Walmart Stores, Inc. Boundary Survey Old Salem Turnpike Montville Road Norwich, Connecticut" Scale: Hor. 1 in. = 100' Project 92-384 Fid. Bk. 743 Date 1-7-93 Sheet No. BI By Fess & O'Neil 3. This property is Subject to Permanent Rights of Way and Easements in Favor of Algonquin Gas Transmission Company Recorded in Deed Volume 57 Page 112 and Beed Volume 309 page 426 of the Town of Montville Land Records. 4. This property is subject to a 250' wide Right of Way in Favor of the Connecticut Light and Power Company Recorded. in Deed Volume 43 Page 174 of the Town of Montville Land Records. 5. Bearings are based on Magnetic Bearing taken January 6, 1999. Elevations are based on an Assumed Datum. 6. Underground utility, structure and facility locations depicted and noted hereon have been ompiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parol testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to Harris & Clark. The size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Cali Before You Dig 1---800--922-4455. 7. The property line along land N/F Gadbois as shown was created by deed Volume 44 Page 324 (from William B. Lathrop to William Avery Gallup recorded Dec. 30, 1937) in which said line is described as being along "a wall and the line of said wall extended northerly to Trading Cove Brook". The three monuments depicted along this line were set to mark the former wall location as shown on Map Reference 2.a. 8. In the most recent deed conveying this property (Volume 195 Page 298 from Seymour Adelman to H. Lister Johnson Recorded November 11, 1987), the westerly line of this property is described as being „bounded on the west by the easterly line of a Connecticut Light and Power Company right-of-way". All prior deeds conveying this property and property N/F of Gadbois describe said line as stated in Note 7 above. It is therefore my opinion that Seymour Adelman is still the owner of the piece of land, as depicted hereon, between the easterly line of said CL&P right-of-way and the said former stone wall location by virtue of deed Volume 143 Page 176 (from John J. Doyle Sand & Gravel to Seymour Adelman recorded September 5, 1980), and that appropriate legal measures should be taken to correct the error in the subsequent deed conveying said property from Seymour Adelman to H. Lister Johnson (Volume 195 Page 298). 9. The width of Montville Road is assumed to be 33' (2 rods) based upon apparent lines of occupation, existing monumentation at various locations along Montville Road and the street line depicted on a map referenced in note 2.e. Because of the lack of monumentation on Montville Road adjacent to this property, the street line was assumed to be 16.5' off the centerline of pavement and was calculated as such from field location. 10. The street line along Leffingwell Road is assumed to be the face of the existing stone wall and stone wall remains as depicted hereon. 11. Wetlands were delineated by Robert Russo, Certified. Soil Scientist. lSR9 R b, r.r)Ze . this map is hereon. 661 Chris 0 SURVEY PL 4 PREPARED iwill. Xnr.i TV CONS"'RUCTION, LLCYTATOLF 24".,OAK W/WIRE CENTERLINE OF BROOK is THE pROPEWOOD.. V 47.36 LINE AND THE TOWN LINEINOFMPOSTONTVILLEAND BETWEEN THE TOWNTHECITYOFNORWICHCOVEWOOD POST 24" RCP INV=48.30--, co 1 -33 rOODI POST '#1 16 __-- INV=44.11 1 z, Jr. 2-7 4 #.1-29 s e #2--6 1-22 EXISTING SILT FENCE (TYP) TO BE REMOVED '00 Co INV -50.72 AIN 40 400 11 10 coE -I *0, PROPOSED SILTENCE 061 BACKED WITH HAYBMIIIZ' 1 Z -12" CMP0lo (TYP.) Z 0 -INV =51.49, 1\7134L 111S CITY OF xOnWICH INV=39.10 TOWN OF, MOXTVILLE Xko BENCH MARK MAG NAIL ELEVATION 49.25 ASSUMED DATUM) Z/7 ASSUMED STREET LINE11:: 7y SEE NOTE #9) 1\3 r=4 k WOOD POS11; II 50 (TYP.) 6?2 0 G W 30" /0GENERALSTORAGEAREA T 1 FOR CONSTRUCTIONMATERIALS POKE/ 1 LWT 9F #SN,Ej 0 EXISTINGAPPROXIMATE EXISTING TREELINE (n -P-) POLE TO BE f E-, REMOVED _T 4 0V0J\ INSTALL SIT FENCE V ALONG EASTERLY EDGEE -I E_ M 0 moo' 7 zz OF EARTH PRODUCT yjq Z MOCN RS REY f) 4,4 . . ...... ... 4,1 LEDGE 46 OUTCROP " 1 bN T/ 00 VEHICLE EQUIPMENT ITYP'l FSTORAGE(TYP.) PEDESTRIAN 50' (1 f- -T -.7 - 0A SECURITY low -10' w4 LIGHT (TYP.) 4- L 64, r4' GAM'OPENIN 8'HIGH CHAIN SWING Z_DOUBLE (2) PORTA e POTTIES MON LINK FENCE GATE LEDGE CONSTRUCTION WITH SLATS TRAILER i I \ \ , __ - OUTCROP JJVUDLAL 1 uLr, 2f, SWINGSECURESTORAGEAREAGATE NET CO1700 60 66- /GUY, 68- WIRE BUILDING S rryp.). ETBACK LINE( 44'' SO'\ AND STONEST10N1WAUTZ_ WAL REMARiS TYP.)- GUY -GUY1OLLPOLE- POLE:- - - - - POLE- NVIREALPWIRE -100 HELTC0_ HELTCOHELTC011009612805- _Y_ 4110095 KMON -108 10097 REC- 0 QT PJ LEFFINGWE" ASSUMED STREET LINE SEE NOTE #10.) GUARD RAIL (TYP) I POLE HELT C 10098 I BENCH MARK REBAR WITH CAP ELEVATION 100.00 ASSUMED DATUM) C) 1998 HARRIS & CLARK, A DIVISION of McFARLAND-JOHNSON, INC. These drawings are the property of the Engineer and have been specifically prepared for the owner of this project, at this site, and are not to be duplicated or used in part or whole for any other purpose, project, location or owner without the expressed written consent of the Engineer. 276xx01-o1Wq 1-27-99 .'.,,U_7 ,58 prn GRAPHIC SCALE rJ 0 20 40 80 IN FEET ) 1 inch = 40 ft. 160 SIGN,\_ SPEED , ROAD STREET O/W LIMIT 25" 'SIGN SIGN POLE HELT CO 1699 GENERAL NOTES. - 1. See Sheet I of for Survey Notes. 2. Site is located in an LI zone. 3. Limit of inland wetlands was flagged by Robert Russo, Certified Soil Scientist. 4. Site is identified on Assessor's Map #62 as Lot #15. 5. Applicant: GRAYWOLF CONSTRUCTION Owner: H. LISTER JOHNSON Agent% Atty. HARRY HELLER 6. All utilities are approximate. Contractor shall verify location and elevation of all utilities prior to construction. Contractor to contact CALL -BEFORE -YOU -DIG at 1-800-922-4455 at least 72 hours prior to any excavation. All utility connections shall be done in accordance with the specifications of the governing utility. 7. All construction methods and materials shall be in accordance with the State of Connecticut Department of Transportation Form 814A latest revision unless otherwise noted on the plans. NARRATIVE: This project involves the development of approximately 4.0 acres of Light Industrial Zone property for exterior storage and the installation of approximately 800 square feet of temporary office space for construction purposes. The subject parcel of property is zoned Light Industrial (LI) district and is entirely cleared of any significant vegetation in those areas proposed for storage of construction materials. The limits of inland wetlands were field delineated by Bob Rousseau, Certified Soil Scientist. The predominant upland soils have been stripped and back-filled with other non-native materials and does not have an identifiable soil classification. The proposed activity is proposed entirely outside of areas regulated by the Town of MontvilleInlandWetlandsCommission. The regulated area will be demarcated with silt fence back with stake hay bales to prevent any incidental intrusions into regulated wetlands areas. Silt fence will be installed downgradient of the entire site along the 50' setback from all inland wetland soils located on the subject site. A minimal amount of site grading will be required with cleanbank -run gravel to accomplish the proposed site grading. All exposed areas shall have a uniform grade of well -drained material to prevent any channelization of storm water runoff. Only those areas disturbed outside of the material storage area shall be loamed and seeded. The proposed site plan details illustrate many of the major installation measures, but does not relieve the contractor from installing further measures as may be necessary. The contractor shall attempt to anticipate and correct any problem areas or failure of the erosion sedimentation system. Construction details and E & S measures are provided with installation procedures on the detail sheet of these plans. Responsibility for the installation of the erosion and sedimentation protection, as identified in this narrative, shall belong to the applicant. Timothy Bartha (860-204-6172) is the designated on-site agent responsible for assuring to the town that actual measures taken comply with the certified plan. If a different individual becomes the designated agent, the Town must be notified and assured that the individual is adequatelyqualifiedtoactasagent. All measures shall be inspected on a weekly basis by the designated on-site agent. The Town staff will also inspect the measures at any time the staff deems necessary. Any failure of the E & S measures shall be corrected i:rnmediately and any erosion or sedimentation beyond these limits shall be removed to the satisfaction of the town staff. The E & S measures on the entire site shall remain in place throughout the duration of this project. CONSTRUCTION SEQUENCE: 1. Obtain all necessary local, state, and federal approvals. 2. Install silt fence and stake hay, bales along the northerly portion of the site as shown. 3. Clear any vegetation within the construction area and remove from the site, 4. Rough grade site. 5. Excavation and installation of site entrance as shown on this plan. 6. Install temporary construction trailer with associated site lighting and fencing enclosure. 7. Because of the proposed use considered is temporary, the proposed sedimentation and erosion control measures installed shall remain throughout the duration of this activity and shall require constant maintenance by the designated party, in addition to periodic replacement of any damaged silt fence or hay bales. SEEDING GUIDELINES: Final stabilization of disturbed and graded upland areas, unless otherwise noted, shall be loamed and seeded. Loam shall be placed at a minimum compacted depth of 4". Recommended seeding dates for permanent vegetation shall be between April 1 through June 15 and August 15 through September 15. Temporary vegetative measures shall consist of an annual or perennial rye grass with recommended seeding dates being from March I through June 30 and August I through October 15. Evaluate Proposed Cover Aaterial Before spreading proposed cover material over the designated area, obtain a representative soil sample and submit to a reputable soil testing lab-)ratory for chemical and physical analysis. This preliminary test is necessary to determine the required inorganic and/o7, organic amendments that are needed to assist in establishing the seed mixture in an environmentally and economically sound taanner. The results will give the cover material characteristics such as pH and fertilization needs. These results shall be ke-)t on-site by the contractor and available for review by the Town. Seed Bed Preparation Proposed cover material should be spread evenly over the site area in a minimal 4" lift via bulldozer/bucket loader. Using theinformationfromthesoilanalysis!, carefully calculate the quantities of limestone and pre -plant fertilizer needed prior to applying. Pre -plant amendments can be applied with a broadcast and/or drop seeder and incorporated with an offset disk, york rake, and/or had reke. After incorporating the pre -plant soil amendments, the seed bed should be smooth and firm prior to seeding. The following seed mixtuies shall be used as noted: Seed Mixture Species/Variety lbs,/acre Creeping Red Fescue 20 Kentucky Bluegrass 20 Perennial Ryegrass 8 Seed Time and Method The preferred time for seeding the cool season mixture is late summer. Soil and air temperatures are ideal for seed germination and seedling growth. Weed competition is reduced because seeds of many weed species germinate earlier in the growing season. Additionally, herbicide use is greatly reduced. However, seeding may be done at any of the above noted times. Mulchina Newly seeded areas should be mulched to insure adequate moisture for successful turf establishment and to protect against surface movement of sediment -bound agrochemicals and soil erosion. Apply good quality straw or hay at a rate of 2 bales/100 sq- ft. Other commercially available mulches can be used. CONSTRUCTION NOTES: 1. All existing utilities are approximate only. It is the responsibility of the Contractor to verify all locations prior to construction. "Call Before You Dig" is to be notified prior to any construction (800-922-4455). 2. The Contractor is responsible for obtaining all applicable construction permits, prior to construction, from the Montville Public Works Department and the Montville Zoning Enforcement Officer along with any other applicable agencies. All agencies shall be notified at least 48 hours prior to construction. 3, The Contractor is responsible for verifying all distances and locations and quantities as depicted on the approved site plan. If there are any discrepancies, the engineer shall be notified prior to any construction modifications. 4. The E & S Narrative contained in these plans are considered part of the design of this site and shall be consulted as construction details. 5. All erosion and sedimentation control measures applicable to a given area of construction shall be in place and approved bytheTownStaffpriortothecommencementofworkinthatarea. BIT. BITUMINOUS CMP CORRUGATED METAL PIPE CONIC. CONCRETE C.Y. CUBIC YARDS INV. INVERT LPIPE IRON PIPE MAX. MAXIMUM MON MONUMENT N/F NOW OR FORMERLY PVMT. PAVEMENT RCP REINFORCED CONCRETE PIPE REC RECOVERED S.F. SQUARE FEET TYP TYPICAL W/ WITH MORE OR LESS O/W- OVERHEAD WIRES 50 EXISTING CONTOUR PROPOSED CONTOUR INLAND WETLAND FLAG & NUMBER 1-17 SITE DATA 111K EDGE C PVMT. (TYP) I REQUIRED PROVIDED EDGE O PVMT. (TYP} LEFFINGWE" ASSUMED STREET LINE SEE NOTE #10.) GUARD RAIL (TYP) I POLE HELT C 10098 I BENCH MARK REBAR WITH CAP ELEVATION 100.00 ASSUMED DATUM) C) 1998 HARRIS & CLARK, A DIVISION of McFARLAND-JOHNSON, INC. These drawings are the property of the Engineer and have been specifically prepared for the owner of this project, at this site, and are not to be duplicated or used in part or whole for any other purpose, project, location or owner without the expressed written consent of the Engineer. 276xx01-o1Wq 1-27-99 .'.,,U_7 ,58 prn GRAPHIC SCALE rJ 0 20 40 80 IN FEET ) 1 inch = 40 ft. 160 SIGN,\_ SPEED , ROAD STREET O/W LIMIT 25" 'SIGN SIGN POLE HELT CO 1699 GENERAL NOTES. - 1. See Sheet I of for Survey Notes. 2. Site is located in an LI zone. 3. Limit of inland wetlands was flagged by Robert Russo, Certified Soil Scientist. 4. Site is identified on Assessor's Map #62 as Lot #15. 5. Applicant: GRAYWOLF CONSTRUCTION Owner: H. LISTER JOHNSON Agent% Atty. HARRY HELLER 6. All utilities are approximate. Contractor shall verify location and elevation of all utilities prior to construction. Contractor to contact CALL -BEFORE -YOU -DIG at 1-800-922-4455 at least 72 hours prior to any excavation. All utility connections shall be done in accordance with the specifications of the governing utility. 7. All construction methods and materials shall be in accordance with the State of Connecticut Department of Transportation Form 814A latest revision unless otherwise noted on the plans. NARRATIVE: This project involves the development of approximately 4.0 acres of Light Industrial Zone property for exterior storage and the installation of approximately 800 square feet of temporary office space for construction purposes. The subject parcel of property is zoned Light Industrial (LI) district and is entirely cleared of any significant vegetation in those areas proposed for storage of construction materials. The limits of inland wetlands were field delineated by Bob Rousseau, Certified Soil Scientist. The predominant upland soils have been stripped and back-filled with other non-native materials and does not have an identifiable soil classification. The proposed activity is proposed entirely outside of areas regulated by the Town of MontvilleInlandWetlandsCommission. The regulated area will be demarcated with silt fence back with stake hay bales to prevent any incidental intrusions into regulated wetlands areas. Silt fence will be installed downgradient of the entire site along the 50' setback from all inland wetland soils located on the subject site. A minimal amount of site grading will be required with cleanbank -run gravel to accomplish the proposed site grading. All exposed areas shall have a uniform grade of well -drained material to prevent any channelization of storm water runoff. Only those areas disturbed outside of the material storage area shall be loamed and seeded. The proposed site plan details illustrate many of the major installation measures, but does not relieve the contractor from installing further measures as may be necessary. The contractor shall attempt to anticipate and correct any problem areas or failure of the erosion sedimentation system. Construction details and E & S measures are provided with installation procedures on the detail sheet of these plans. Responsibility for the installation of the erosion and sedimentation protection, as identified in this narrative, shall belong to the applicant. Timothy Bartha (860-204-6172) is the designated on-site agent responsible for assuring to the town that actual measures taken comply with the certified plan. If a different individual becomes the designated agent, the Town must be notified and assured that the individual is adequatelyqualifiedtoactasagent. All measures shall be inspected on a weekly basis by the designated on-site agent. The Town staff will also inspect the measures at any time the staff deems necessary. Any failure of the E & S measures shall be corrected i:rnmediately and any erosion or sedimentation beyond these limits shall be removed to the satisfaction of the town staff. The E & S measures on the entire site shall remain in place throughout the duration of this project. CONSTRUCTION SEQUENCE: 1. Obtain all necessary local, state, and federal approvals. 2. Install silt fence and stake hay, bales along the northerly portion of the site as shown. 3. Clear any vegetation within the construction area and remove from the site, 4. Rough grade site. 5. Excavation and installation of site entrance as shown on this plan. 6. Install temporary construction trailer with associated site lighting and fencing enclosure. 7. Because of the proposed use considered is temporary, the proposed sedimentation and erosion control measures installed shall remain throughout the duration of this activity and shall require constant maintenance by the designated party, in addition to periodic replacement of any damaged silt fence or hay bales. SEEDING GUIDELINES: Final stabilization of disturbed and graded upland areas, unless otherwise noted, shall be loamed and seeded. Loam shall be placed at a minimum compacted depth of 4". Recommended seeding dates for permanent vegetation shall be between April 1 through June 15 and August 15 through September 15. Temporary vegetative measures shall consist of an annual or perennial rye grass with recommended seeding dates being from March I through June 30 and August I through October 15. Evaluate Proposed Cover Aaterial Before spreading proposed cover material over the designated area, obtain a representative soil sample and submit to a reputable soil testing lab-)ratory for chemical and physical analysis. This preliminary test is necessary to determine the required inorganic and/o7, organic amendments that are needed to assist in establishing the seed mixture in an environmentally and economically sound taanner. The results will give the cover material characteristics such as pH and fertilization needs. These results shall be ke-)t on-site by the contractor and available for review by the Town. Seed Bed Preparation Proposed cover material should be spread evenly over the site area in a minimal 4" lift via bulldozer/bucket loader. Using theinformationfromthesoilanalysis!, carefully calculate the quantities of limestone and pre -plant fertilizer needed prior to applying. Pre -plant amendments can be applied with a broadcast and/or drop seeder and incorporated with an offset disk, york rake, and/or had reke. After incorporating the pre -plant soil amendments, the seed bed should be smooth and firm prior to seeding. The following seed mixtuies shall be used as noted: Seed Mixture Species/Variety lbs,/acre Creeping Red Fescue 20 Kentucky Bluegrass 20 Perennial Ryegrass 8 Seed Time and Method The preferred time for seeding the cool season mixture is late summer. Soil and air temperatures are ideal for seed germination and seedling growth. Weed competition is reduced because seeds of many weed species germinate earlier in the growing season. Additionally, herbicide use is greatly reduced. However, seeding may be done at any of the above noted times. Mulchina Newly seeded areas should be mulched to insure adequate moisture for successful turf establishment and to protect against surface movement of sediment -bound agrochemicals and soil erosion. Apply good quality straw or hay at a rate of 2 bales/100 sq- ft. Other commercially available mulches can be used. CONSTRUCTION NOTES: 1. All existing utilities are approximate only. It is the responsibility of the Contractor to verify all locations prior to construction. "Call Before You Dig" is to be notified prior to any construction (800-922-4455). 2. The Contractor is responsible for obtaining all applicable construction permits, prior to construction, from the Montville Public Works Department and the Montville Zoning Enforcement Officer along with any other applicable agencies. All agencies shall be notified at least 48 hours prior to construction. 3, The Contractor is responsible for verifying all distances and locations and quantities as depicted on the approved site plan. If there are any discrepancies, the engineer shall be notified prior to any construction modifications. 4. The E & S Narrative contained in these plans are considered part of the design of this site and shall be consulted as construction details. 5. All erosion and sedimentation control measures applicable to a given area of construction shall be in place and approved bytheTownStaffpriortothecommencementofworkinthatarea. BIT. BITUMINOUS CMP CORRUGATED METAL PIPE CONIC. CONCRETE C.Y. CUBIC YARDS INV. INVERT LPIPE IRON PIPE MAX. MAXIMUM MON MONUMENT N/F NOW OR FORMERLY PVMT. PAVEMENT RCP REINFORCED CONCRETE PIPE REC RECOVERED S.F. SQUARE FEET TYP TYPICAL W/ WITH MORE OR LESS O/W- OVERHEAD WIRES 50 EXISTING CONTOUR PROPOSED CONTOUR INLAND WETLAND FLAG & NUMBER 1-17 SITE DATA ZONE: Ll ITEM REQUIRED PROVIDED LOT AREA 80,000 S.F. 417,300± S.F. LOT FRONTAGE 200 FT 1232± FT FRONT Y,Rl) 50 FT 94± FT SIDE YARD 30 FT 485± FT REAR YARD 50 FT 450± FT Bl, ILDE","G HEIGHT 50 FT 12± FT PARKING SPACES 3 SPACES 10 SPACES LOADING SPACES 0 SPACES 0 SPACES VATER SUPPLY NONE PROVIDED SANFr-ARY SYSTEML PORTABLE TOILETS 19,3.3 1. SPACE FOR EACH 250 S.F. OF GROSS FLOOR AREA. BUIILDING IS 20'x40' = 800 S.F. 800/250 = 3.2 SPACES. ITE PLAN PREPARED FOR GREY WOLF CONSTRUCTION, C LEFFINTRELL ROAD & MONTVILLE ROAD MONTVILLE, CONNECTICUT SCALE: t " = 411 MARCH 1999 JOB NUMBER: 99-5276-02 Sheet 2 of 3 E 9 SYNTHETIC FABRIC! FILTER FENCE (ENVIROFENCE BY MIRAF1 OR APPROVED EQUAL) WOOD POST (TYP.) go - 1/2" ANCHOR BOLTS 12' LONG (4) REQUIRED LANDSCAPED AREA GRADE 3000 PSI 41 CONCRETE PIER 7 o COMPACTED GRAVEL 1 "PVC CONDUIT 42 BELOW GRADE BY ELEC. CONTR. PROCESS GRAVEL BED) 24" AND COVERING DIA.'_ NOTE: BASE PLATE BOLT PATTERN PROVIDED BY LIGHTING VENDOR. SYNTHETIC FABRIC FILTER--m- FENCE (ENVIROFENCE BY MIRAFI OR APPROVED EQU WOOD ---, POSTS CIMAT/Wn T_rAVrT3AT'V 111111101110IM001111111111111111 COMPACTED BACKFILL UNDISTURBED GROUND E CAVATE. '1% - ON UPSLOPE SIDE OF WOOD POSTS z!ULT ITENIC' __D'TAIL WITH HAYBALES) N..S.) 2' "Compacted Bituminous Wearing Course Compacted Bituminous Binder Course 9"Compacted Processed P"AVEMENT, DET-AILAN'To -Curb) CONCRET FOOTING C T.TAIN11 LINTK TV'*' E NLq C F GAXE?U;;'T 3T T1)`ET_--k11, ,,.H_ PREPARED FOR UKE I O ONkq.;'T'14"L"%UCTI'ou'%N, 'LLILL' 01998 HARRIS & CLARK, A DIVISION of McFARLAND—JOHNSON, INC. LEFFINGWELL RD. & MON' 11T' v71LLE RD MONTVILLE, CONNECTI(I""UTThesedrawingsarethepropertyoftheEngineerandhavebeenspecifically prepared for the owner of this project, at this site, and are not to be duplicated or used in part or whole for any other purpose, project, location SCALE: N.T.S. FEBRUARY 1999 -,!,)E N--C!,f_RJ1M: 99-5276-02 Sheet 3 of 3 or owner without the expressed written consent of the Engineer. 5P76DT01 dwq 3 -9 '1 1 !35131 r,,q ESTL,_ IRo F