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HomeMy WebLinkAboutSite PlanPLANTING SCHEDULE TYPE COMMON NAME BOTANICAL NAME QUANTITY PS #1 PURPLE LEAF NEWPORT PLUM PRUNUS CERASIFERA 1 PS #2 DENSE SPREADING YEW TAXUS X MEDIA DENSIFORIS 8 REMARKS MIN 2" DIA., 6' HEIGHT 18" - 24" B&B \ `\� PLANTING NOTES \ 1. ALL EXTERIOR GROUND AREAS DISTURBED BY CONSTRUCTION AND NOT COVERED BY BUILDINGS, STRUCTURES, PAVING, \ \ \ CONTINUOUS SHRUB BEDS OR OTHER SITE IMPROVEMENTS SHALL BE GRADED, TOPSOILED TO A DEPTH OF 6" AND MONUMENT SEEDED. 2. ALL TREE STAKING OR GUYING SHALL BE DONE IMMEDIATELY AFTER PLANTING, BUT IN NO INSTANCE MORE THAN 24 HELT CO HOURS AFTER PLANTING. SEE STAKING/GUYING DETAIL. AT COMPLETION OF MAINTENANCE PERIOD REMOVE ALL STAKES, 10077 FLAGS, GUYS, TREE WRAP AND ANCHORS. 3. MULCH ALL NEW SHRUB BEDS AND PLANT PITS TO ACHIEVE A 3" DEPTH (AFTER SETTLEMENT). MULCH ALL GROUNDCOVER BEDS TO ACHIEVE A 2" DEPTH (AFTER SETTLEMENT), MULCH FOR SAUCERS AND PLANTING AREAS TO BE A DOUBLE SHREDDED BARK MULCH. HELT CO / \ / \ \ \ \ 10076 / �:::::•.. . / .�:::::...:.:.:.:.:. :: \\ �. \ / \\ RADIUS=506.96' \ \\ DELTA=19'38'58" ONUMENT \ / ��36//�j�•.r ..:.::::::...:.. \�\\ ARC L' ENGTH=173.86' \ CHORD= N51'35'41"W 173.01' :::::::::::::......• ••••••••••••• .......... 34.45......HELT CO / ....................... O :....� : ::::::::::::::: \ 10076 / �...... ;... .. 1 / \ \\ I/ ....:.: :::: \ \ \ J...... .:.:.:.:.....:...:.: . / ...........\\ RON PE FOUND WETLANDS /( ) ' / \ \ 34,45' HELT CO / \ . ........ . 11817 1 ` IRON PIP (FOUND) 4.4j / \ .... ji s' \ \ � � � v� � �,�•�,�•�,�.�.�.�.�_�, �` � / APPROXIMATE LIMITS OF 1 ...... .. \ Q' " ,� I / ` �� 1-1/ 100 YEAR FLOOD PLAIN Z \ •�\G P�SEE PANEL 6 OF 16 , , 1 ,.., / \ / .�\G� ` pF (09009900068) Q) o / / . ......... G0 0 / :........:::..::. ...... �-� / ��� WETLANDS :::::::::: 40LF GUARD RAIL (SEE DETAIL ::...'�' o• \ / ./ ....;.;.;.' / / .. I� ci�� J .......... �-� / .........:.. ' -/ x 136 •�a �l�, � / / �44LF STONE RETAININ�.......:........I.. �. 1 �,c/ , j�:...:................................... .................................................. WALL (SEE DETAIL):..... l l� j X25 23 .........:.....:......X. :....... / ...:�.... / 0 �.... III /•:•:•:•:.:..:.:.:.:.:.: / . ;'.•.•.:...•.•.•. , •:•:':.::.:.:.:.:..:. E::: :. X132 ` ;..` .......:::::::::...... / \ .............'.'. /i ...... �.............. ...... c ...... _ // \ • . / - 0�1 :1.{OI.F..GIiAR�i • L (S DETAIL)' �. I '''j ����� 1�L. NSE':R WING,;WAL \� :":.:.. APPROXIMATE LIMITS OF �� -- \ ,136 \��� \ = ..;.(kE `QETA 0' . . 100 YEAR FLOOD PLAIN .........:...... , �// _ � \ -- i ...........:. ........... �� -138 \.. �..... \. . SEE PANEL 6 OF 16 . , .. ; , .... / �� - -140 \ PROPOSED' / / (09009900068) WELL \, ... .. \ 1 PROPOSED \• \ •/ / :.::.: �/ \% \�. . .....:.::.:.:.:.:.:.:.• \ti LIMITS OF ......,..... / . : ....:.....:...:...: % '� l \ \ CLEARING �r .....,,..... SING, .. / I .........•......WETLNDS J ... .. .. •......... \'\\ \. . • ...... .... ........... PROPOSED BUILDING ................. .. / MOUNTED LIGHTING (TYP) 44 // ,...,. y. / ...:...... , ' �` ' eV/�0 \ VERT ......... /N 3\ .....:.......:......:. ,... //� �/ �� \ 1 \ `'� _' 2 145 G 8 1 13 // /� a' 9p S TH SURVEY CLOSING cr •.• LINE / / / \ / .:\ \ ' ' e` IRON / .// / / / \ w `UjL \ PIN ':.'..:......''': . / / .::.:.::.::::................ \ J ,0 1SSING 3 1 J ..........: .... WETLANDS ` 3 XO -_ 588' .r-.... �-..................................,...,,...,..,,...,.......•.•.•.•.�.•.. w �p 0� _� / / `LJ M, 4 %- / / ......... ............................•...........• I cr o \ 2 i 5 E i 138. /.......\................................... Q Q �A O o TH 44 p IRON PIPE ............................. 3A .�_ (FOUND) lg5 \ ............... . ..... 3 100 ± \ S> , •99* / / i \ ................". 2 oT 13,3 5' 4• \ S56'30"W 37'f 3 3p'Op� \ \\ ::':'.'.' l ' O© 'QIP' E \ \v\�.... �FTS0, e� `140 \ \ \ B�F�q,Q ( \ F /13 S� TH `3 X00 \ IRON PIPE \ \\ // �\ �Z�► 2A SF \ (FOUND) ` / / �� TH 5 8'-0>, 1 A, 13_8_-_ Aas PPROVED BY THE MONTVILLE PLANNING CD AND ZONING COMMISSION SIGNATURE DATE LIMITS OF INLAND WETLANDS AS FLAGGED BY MICHAEL G. SCHAEFER C.S.S. SIGNATURE DATE QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL 1 NAME AND LOGO TO BE CARVED GALLI VAN LANE SELF STORAGE GALLIVAN ROAD MONTVILLE, CONNECTICUT 1-1/2" THICK DOUBLE FACED WOOD SIGN, PAINTED 4'x4' TREATED WOOD POST, PAINTED BURY MIN. 3' BELOW FINISH GRADE FINISH GRADE L - J L - ENTRANCE SIGN NOT TO SCALE POST CAP PROVIDE AND MAINTAIN A CONTINUOUS LINE OF SILT SON /V/)C- FENCE THROUGHOUT CONSTRUCTION mvq M (TYPICAL) (SEE DETAIL) PC ll/RoSQ 9,3 2•p p Oop p WARE FE 6` TEST HOLE DATA PER MAP REFERENCE TEST HOLE # 1 A ITEM 0"-15" TOPSOIL PROVIDED 15"-27" SUBSOIL 000 SF 27"-36" GRAY COMP SAND LOT WIDTH 36"-48" SAND 1 ,065'± 48"-80" GRAVEL 50' NO LEDGE, MOTTLING @ 27", NO WATER TEST HOLE #2A 171' 0"-13" TOPSOIL 50' 13"-42" SUBSOIL LOAMY BLDG. HEIGHT j 42"-82" COARSE GRAVEL 20' NO LEDGE, MOTTLING @ 27", NO WATER TEST HOLE #3A • '"' 0"-12" TOPSOIL 0 12"-38" LOAMY SUBSOIL o 38"-82" COARSE GRAVEL NO LEDGE, NO MOTTLING, NO WATER TEST HOLE #4A cn 0"-9" TOPSOIL U 9"-19" LOAMY SUBSOIL w J 19"-54" COMP FINE SAND � Li.l 54"-86" GRAVEL O NO LEDGE, MOTTLING @ 19", NO WATER PER UNCAS HEALTH DISTRICT 4/5/2002 TEST HOLE # 1 0"-10" TOPSOIL 10"-35" SUBSOIL 35"-81" GRAVEL NO LEDGE, WATER @ 57", MOTTLING @ 35" TEST HOLE #2 0"-10" TOPSOIL 10"-35" SUBSOIL 35"-84" GRAVEL NO LEDGE, WATER @ 60", MOTTLING @ 35" PROPOSED BUILDING AREA TOTAL BUILDING AREA=28,800SF PROVIDE AND MAINTAIN A CONTINUOUS LINE OF SILT _-FENCE THROUGHOUT CONSTRUCTION (TYPICAL) (SEE DETAIL) 140 HELT CO 10074 XTEND EXISTING GUIDE RAIL (TYP) o ROPOSED OVERHEAD WIRES (2) PS#2 (SEE PLANTING SCHEDULE) PLANT AREA WITH A VARIETY OF ANNUALS AND PERENNIALS PROPOSED SIGN LOCATION WITH GROUND LIGHTS PROVIDE STOP SIGN AND PAINTED STOP BAR (SEE DETAIL) PROVIDE UTILITY POLE AND - BURIED UTILITIES EXISTING CABLE GUIDE RAIL (TYP) PROPOSED EXTERIOR �- LIGHTING (TYPICAL) GRADE TO DRAIN \ \ \ (TYPICAL) ,� \ SO 9 \G 1'F _�0 IRON PIPE FOUND �0 138.2 237 838.90 ) EXISTING D ' „ W773,368.84 . �•... 12" 0� �4 INVERT 132.24\ S� 5zlI ...... :.:..............F� ................. �� J� \ \ 40LF GUARD RAIL 4j ....... , 9,x,0...::::::.x .. co \ `36 (SEE DETAIL) sr 40LF STONE RETAINING WALL \(SEE DETAIL) .... . ,. Z .• ..................................... o .p. \ \J w .......................... \ RESERVE\� . ...... .... . 1 AREA `32 PROPOSED STORAGE \ \ :.:. BUILDING (TYPICAL) I TH �V B , PROPOSED EDGE OF PAVEMENT k�3 ° \ ` 30 PROPOSED 20 x20 OFFICE \ , b 00 T BL PROPOSED PARKING SPACE, 4 TOTAL (TYP) \ °off° 1B PROVIDE 1000 GALLON g SEPTIC TANK (SEE DETAIL) 250LF GUARD RAIL (SEE DETAIL 250LF STONE RETAINING WALL (SEE DETAIL PROVIDE CLEAN-OUT (SEE DETAIL TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT pS#2 (TYPICAL, SEE PLANTING SCHEDULE AS NOTED HEREON. RICHARD H. STROUSE L.S. #9679 PS# 1 (SEE PLANTING SCHEDULE 16LF 12" GALLERY UNITS DATE (SEE DETAIL) INVERT= 134.8 SET BOTTOM ELEV 134.3 EXISTING TREELINE (TYPICAL) IRON PROVIDE AND MAINTAIN A PIN CONTINUOUS LINE OF SILT FENCE THROUGHOUT CONSTRUCTION (TYPICAL) (SEE DETAIL) SEPTIC NOTES LOCATION MAP SCALE 1"=1000' 1000 500 0 1000 GRAPHIC SCALE IN FEET SEPTIC SYSTEM DESIGN PERCOLATION RATE = 4 MINUTES/INCH 5 EMPLOYEES x 20 = 100 GALLONS/DAY APPLICATION RATE = 1.5 GAL/DAY/SF REQUIRED LEACHING AREA: 67 SF PROVIDE (1) 16' ROW 12" GALLERIES EFFECTIVE LEACHING AREA: 94 SF PROVIDE A 1000 Gr;LLON 2 COMPARTMENT SEPTIC TANK MLSS REQUIRED = 34 x 1.0 x 0.33 = 12' MLSS PROVIDED = 16' PREPARE AREA OF PROPOSED SEPTIC SYSTEM AS FOLLOWS 1.) REMOVE AND STOCKPILE TOPSOIL. 2.) PLACE BANK RIJN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND COMPACTED TO 95% DENSITY. 3.) EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE. 4.) PLACE GALLERY UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO PROVIDE THE DESIRED LENGTH. 5.) RUN PIPE THROUGH INLET END PLATE (PIPE DOES NOT EXTEND ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH 1 " BROKEN STONE. 6.) PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM. 7.) REPLACE TOPSOIL, SEED & MULCH. SITE D, MA ,ABI .E .-- ZC: NIIVG DISTRICT LIQ ITEM F__ REQUIRED IF PROVIDED LOT AREA7 000 SF 546,890± SF LOT WIDTH 200' 1 ,065'± FRONT YARD 50' 232' SIDE YARD , 30' 171' REAR YARD 50' 52' BLDG. HEIGHT j 50' 20' OWNER MARTIN RUTCHIK 126 BROADWAY NORWICH, CT 06360 MAP REFERENCE SUBDIVISION PLAN, PROPERTY OF MARTIN RUTCHIK, ET. AL., 126 BROADWAY, P.O. BOX 747, NORWICH, CONNECTICUT; MONTVILLE, CONNECTICUT, SCALE 1"=50', PREPARED BY CHANDLER, PALMER & KING, NORWICH, CONNECTICUT, JANUARY 17, 1991 WITH ADDITIONS & REVISIONS TO MARCH 13, 1991. SURVEY NOTES 1.) THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND GAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A SITE IMPROVEMENT SURVEY - PROPOSED BASED ON A RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. 2.) PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT L.I. 3.) TOTAL AREA OF PROPERTY = 12.55± ACRES (546,890± S.F.) 4.) TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T-2 MAPPING STANDARDS, BASE FOR LEVELS: N•G.V.D, 1929. 5.) IF REQUIRED, A PREBLAST SURVEY MUST BE COMPLETED PRIOR TO THE START OF CONSTRUCTION. 6.) UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, 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 CME/CPK DESIGN GROUP, THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. LEGEND PROPOSED BUILDING FLOOR ELEVATION TYP. TYPICAL BUILDING 1.) 138.6 FT VOL VOLUME BUILDING 2.) 138.6 FT PG PAGE BUILDING 3.) 138.6 FT BUILDING 4.) 138.6 FT N/F NOW OR FORMERLY BUILDING 5.) 138.6 FT BUILDING SETBACK LINE BUILDING 6.) 138.6 FT BUILDING 7.) 138.6 FT --140-- EXISTING CONTOURS BUILDING 8.) 138,3 FT BUILDING 9.) 138.3 FT PROPOSED CONTOURS x 139.4 PROPOSED SPOT GRADE 50 25 o so EIIIII�d TEST HOLE GRAPHIC SCALE IN FEET to z o o •� N ca w w O w 000 °- cn (o CN IN U) O �° C) O � � � 00 U U 00 bb 0 O • '"' U ' r 0 U o 00 O Z cn Q U (D 00 w J W � Li.l V) O 0 `„/ «3 ' p 2A GL t-1 RD �'Tl �'�i 00 m 00 4� w O �UoU zQ -20 r U rl 00 0- D 0 a o x n I~ Q N zs N w(10 > Li U O O z .o �1Q s F_ � d ujQ O � d U /w^�� N ~ O ` W L o Q M.2 -1 z > ) �' O co va oa W POLLS Z O QJ z U CL 0 U o O Z W 4 � U > z SUBDIVISION PLAN, PROPERTY OF MARTIN RUTCHIK, ET. AL., 126 BROADWAY, P.O. BOX 747, NORWICH, CONNECTICUT; MONTVILLE, CONNECTICUT, SCALE 1"=50', PREPARED BY CHANDLER, PALMER & KING, NORWICH, CONNECTICUT, JANUARY 17, 1991 WITH ADDITIONS & REVISIONS TO MARCH 13, 1991. SURVEY NOTES 1.) THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND GAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A SITE IMPROVEMENT SURVEY - PROPOSED BASED ON A RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. 2.) PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT L.I. 3.) TOTAL AREA OF PROPERTY = 12.55± ACRES (546,890± S.F.) 4.) TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T-2 MAPPING STANDARDS, BASE FOR LEVELS: N•G.V.D, 1929. 5.) IF REQUIRED, A PREBLAST SURVEY MUST BE COMPLETED PRIOR TO THE START OF CONSTRUCTION. 6.) UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, 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 CME/CPK DESIGN GROUP, THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. LEGEND PROPOSED BUILDING FLOOR ELEVATION TYP. TYPICAL BUILDING 1.) 138.6 FT VOL VOLUME BUILDING 2.) 138.6 FT PG PAGE BUILDING 3.) 138.6 FT BUILDING 4.) 138.6 FT N/F NOW OR FORMERLY BUILDING 5.) 138.6 FT BUILDING SETBACK LINE BUILDING 6.) 138.6 FT BUILDING 7.) 138.6 FT --140-- EXISTING CONTOURS BUILDING 8.) 138,3 FT BUILDING 9.) 138.3 FT PROPOSED CONTOURS x 139.4 PROPOSED SPOT GRADE 50 25 o so EIIIII�d TEST HOLE GRAPHIC SCALE IN FEET <( o z U Q O N ca w w w U Y u °- cn (o CN IN U) O � � � Lu 0 O Li o 0 U o w O z cn Q U (D 00 w J W � Li.l V) O 0 u o p z W z o = w O �UoU zQ ,� ~ > 0- Li 0 a n �� ck� N N N w(10 > Li o O O z LLJ on w o CN F_ O cllj O � r N ~ (n Li O Q O co W Z O z U CL 0 0 o O Z z 0 � > z Q 0� LiJ <( o z U Q O N ca w w w U Y u °- cn (o CN IN U) 0 � � � Lu 0 O Li o 0 U o w O z cn Q w (D 00 w J d d V) O 0 u L� z C) - a � Ln w Q z o w J vi w � 0 z J z w o � �W z > 0 a cn w N N N N o O O o o. w o CN O IN O cllj o CN N O O O 0 0 o O Z <( o U Q O N w w w U Y u °- cn (o CN IN m 0 � � � � 0 O Li o 0 z o w O O cn Q w (D 00 w J d m D 0 u L� DATE: 10/23/2001 SCALE: 1 "=50' SHEET 1 OF 2 REFERENCE IS MADE TO 1. Connecticut Guidelines for Soil Erosion and Sediment Control, January 1985. 2. Soil Survey of New London County Connecticut, U.S.D.A. Soil Conservation Service 1983. DEVELOPMENT Proposed Development will allow for the construction of a Storage Facility along with associated parking, landscaping, well and septic system. SOILS The proposed site is composed of the following soil types: "Aa" Adrian & Palms Muck - Nearly level, very poorly drained soils in pockets arid depressions of stream terraces, outwash plains and glacial till uplands; Slopes 0%-2%. as well as debris. Apply agricultural ground limestone at the rate of "HCA" Haven - Silty loam with 0%-3% slopes; nearly level well drained soils found on stream terraces and outwash plains. Kentucky Bluegrass 20 .45 Creeping Red Fescue 20 .45 v "HCB" Haven - Silty loam with 3%-8% slopes; nearly level well drained soils found on stream terraces and outwash plains. �U L>J o "Rc" agyol - Sandy loam, nearly level, poorly drained soil found on stream terraces and outwash plains. Ld w Cn Q � C> DEVELOPMENT SCHEDULE It is anticipated that grading and construction activities will begin August 2001 and will be completed by October 2001. SEQUENCE OF CONSTRUCTION SITE WORK) 1. Install erosion and sediment control devices. 2. Complete rough grading. Install utilities. 3. Install subgrade for proposed bituminous. 4. Construct structures. 5. Install bituminous binder course. 6. Complete final grading and place finish bituminous course. 7. Provide landscaping, loam, seed and mulch side slopes and disturbed areas. 8. Provide striping & signage. 9. Remove erosion and sediment control. DEVELOPMENT CONTROL PLAN Prior to the commencement of operations in accordance with any permit issued by the Town of Montville, the Contractor shall install all erosion and sediment control devices. The Contractor shall obtain a site inspection from the Town of Montville Zoning Enforcement Officer to ensure that all erosion and sediment control measures have been installed in accordance with this narrative. Upon certification with respect to the installation of erosion and sediment control measures, the Contractor may commence operations pursuant to the permit. Erosion and sediment control devices shall be installed in accordance with the "Filter Barrier Installation & Maintenance" and "Hay Bale Installation & Maintenance" sections of this narrative hereinafter contained. Dust control will be accomplished by spraying with water. The proposed planting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction site. Final stabilization of the site is to follow the procedures outlined in permanent vegetative cover. If necessary a temporary vegetative cover is to be provided until a permanent cover can be applied. Duringthe stabilization� i � ll d di 1 t IN„r � all erosion an seal I ICI IL con�ro� devices control d ,vices shall be maintained in proper working order. The Owner's representative shall be responsible for checking all erosion and sediment control measures on a twice -weekly basis during the stabilization period and after each storm event. During the stabilization period, with respect to the site, any erosion which occurs within disturbed areas shall be immediately repaired and restabilized. Once stabilization has been completed and certification thereof obtained in writing from the Zoning Enforcement Officer of the Town of Montville, erosion and sediment control devices shall be removed by the Contractor. FILTER BARRIER INSTALLATION 8c MAINTENANCE 1. Dig a 6" trench on the uphill side of the barrier location. 2. Position the posts on the downhill side of the barrier and drive the post 1.5 feet into the ground. 3. Lay the bottom 6" of the fabric in the trench to prevent undermining and backfill. 4. Inspect and repair barrier after heavy rainfall. 5. Sediment deposits are to be removed when they reach a height of 1' behind the barrier and are to be deposited in an area which is not regulated by the Inland Wetlands Commission. 6. Inspections and necessary repairs will be made twice -weekly. HAY BALE INSTALLATION & MAINTENANCE 1. Bales shall be placed around all proposed catch basins with the ends of the bales tightly abutting each other. 2. Each bale shall be securely anchored with at least 2 stakes and gaps between bales shall be wedged with straw to prevent water from passing between the bales. 3. Inspect bales after each storm and repair or replace promptly as needed. Remove sediment behind the bales when it has reached half the height of the bale cnd deposit in an area which is not regulated by the Inland Wetlands Commission, 4. Inspections and necessary repairs will be made twice -weekly. PERMANENT VEGETATIVE COVER KNOCKOUT INLET & OUTLET OPENINGS Topsoil will be replaced once the excavation has been completed and the shoulders are graded to a slope no greater than 3 to 1. Topsoil will be spread at a minimum compacted depth of 4 inches. Once the topsoil has been spread, all stones two inches or larger in any dimension will be removed SELF CLEANING I ,god as well as debris. Apply agricultural ground limestone at the rate of two tons per acre or 100 lbs. per 1000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of 300 lbs. per acre or 7.5 lbs. per 1000 s.f. Work lime and fertilizer into the soil to a cepth of 4 inches. Inspect seedbed before seeding. If traffic has compacted the soil, retill compacted areas. Apply the following grass seed mix: STOP Seed Mixture lbs. acre lbs./1000 s.f. NOT TO Kentucky Bluegrass 20 .45 Creeping Red Fescue 20 .45 v Perennial Rye Grass 5 .10 qj 0 45 1.00 The recommended seeding dates are: '6 April 1 - June 30 and August 1 - September 30 Q Following seeding, firm seedbed with a roller. Mulch immediately following seeding. If a permanent vegetative stand cannot be established by September 30, apply a temporary cover on the topsoil such as netting, mat or an organic mulch. GARDEN H( STAI PLANTING E MIXTI REFERENCE: GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL PLANTING CROSS SECTION FOR TREES UNDER 20' NOT TO SCALE FILTER KNOCKOUT INLET & OUTLET OPENINGS FABRIC III o i ANGLE 10' UP SLOPE POST FOR STABILITY AND (� SELF CLEANING I ,god SIGN TO BE INSTALLED v mi �- COMPACTED o BACKFILL D.O.T. STANDARDS SILT FENCE NOT TO SCALE (2)-2"x2"x3' STAKES EACH BALE HAYBALE BARRIER NOT TO SCALE (4)-3/4"x36" ANCHOR BOLTS I FINISHED GRADE All . 1- 18" DIAMETER CONCRETE i r N7 SCHEDULE 40 PVC CONDUIT CONCRETE BASE CROSS SECTION NOT TO SCALE 2" CLASS 11 BITUMINOUS CONCRETE 2" BINDER COURSE -� 12" ROLLED GRAVEL SUBBASE BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE CAST CONCRETE COVERS-] PLAN 4x4 12.6/12.6 GA. WIRE MESH 6x6 6/6 GA. 24"-� WIRE MESH INLETF4HE 3" VENT-�� 3" VENT' F IQUID LEVEL � 00OUS HOT ALT SEAL to �t DULE40 FFLE 1 4 PROVIDE RISERS TO WITHIN 12" OF FINISH GRADE AT INLET AND OUTLET -4" PROVIDE OUTLET FILTER -�POLYLOK PL -122 OUTLET to I 4., .- 5'- 8 3" 4" OUTLET BAFFLE LINED W/ 1/8" PVC 60' GAS DEFLECTOR 1000 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE 12" BROKEN STONE OR 1" SCREENED `\ GRAVEL TYPICAL BOTH SIDES. 12" TYP. LII 1IIVV I I/'11VVLLJ 4" DIA. HOLE 6.0" FLOW LINE KNOCKOUTS FOR TRENCH INSTALLATION END VIEW 12" GALLERY NOT TO SCALE 24' I METAL AND 6" BRASS FITTING NOTE: CLEAN OUTS LOCATED IN PAVED OR CONCRETE AREAS TO BE LOCATED IN 2'x2'x6" REINFORCED CONCRETE COLLAR, CLEAN-OUT NOT TO SCALE WOOD GUARD RAIL NOTE: -- PAVEMENT TO EXTEND I = I TO EDGE OF WALL +I N DE X,�M �1 1-12" ROCK CHIPS 2 TO 4 TON BOULDERS FILL VOIDS WITH SMALLER ROCKS STONE RETAINING WALL WITH GUARD RAIL NOT TO SCALE I I PAVED DRIVE I }'I I FILTER FABRIC 1 CONSTRUCTION ENTRANCE NOT TO SCALE PARKING LOT LIGHT NOT TO SCALE KNOCKOUT INLET & OUTLET OPENINGS RIBS INSIDE o i + N it j-j CAST CONCRETE COVERS-] PLAN 4x4 12.6/12.6 GA. WIRE MESH 6x6 6/6 GA. 24"-� WIRE MESH INLETF4HE 3" VENT-�� 3" VENT' F IQUID LEVEL � 00OUS HOT ALT SEAL to �t DULE40 FFLE 1 4 PROVIDE RISERS TO WITHIN 12" OF FINISH GRADE AT INLET AND OUTLET -4" PROVIDE OUTLET FILTER -�POLYLOK PL -122 OUTLET to I 4., .- 5'- 8 3" 4" OUTLET BAFFLE LINED W/ 1/8" PVC 60' GAS DEFLECTOR 1000 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE 12" BROKEN STONE OR 1" SCREENED `\ GRAVEL TYPICAL BOTH SIDES. 12" TYP. LII 1IIVV I I/'11VVLLJ 4" DIA. HOLE 6.0" FLOW LINE KNOCKOUTS FOR TRENCH INSTALLATION END VIEW 12" GALLERY NOT TO SCALE 24' I METAL AND 6" BRASS FITTING NOTE: CLEAN OUTS LOCATED IN PAVED OR CONCRETE AREAS TO BE LOCATED IN 2'x2'x6" REINFORCED CONCRETE COLLAR, CLEAN-OUT NOT TO SCALE WOOD GUARD RAIL NOTE: -- PAVEMENT TO EXTEND I = I TO EDGE OF WALL +I N DE X,�M �1 1-12" ROCK CHIPS 2 TO 4 TON BOULDERS FILL VOIDS WITH SMALLER ROCKS STONE RETAINING WALL WITH GUARD RAIL NOT TO SCALE I I PAVED DRIVE I }'I I FILTER FABRIC 1 CONSTRUCTION ENTRANCE NOT TO SCALE PARKING LOT LIGHT NOT TO SCALE 8" x 8" WOOD POST (PRESSURE TREATED) 5/8" CARRIAGE BOLTS 14i �I 3" x 12" DOUGLAS FIR I (PRESSURE TREATED) FINISHED GRADE-, WOOD GUARD RAIL NOT TO SCALE N0 - SU Pv TBUR" POST MIN. 3.5 F-7 APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION SIGNATURE DATE SECURE TO 1-1/2"0 GALVANIZED STEEL POST WITH (2) 114"0 z GALVANIZED BOLTS STOP (1 TOP, 1 BOTTOM) (� NOTE: SIGN TO BE INSTALLED v IN ACCORDANCE WITH STATE OF CONNECTICUT rr �� V D.O.T. STANDARDS STOP SIGN NOT TO SCALE 8" x 8" WOOD POST (PRESSURE TREATED) 5/8" CARRIAGE BOLTS 14i �I 3" x 12" DOUGLAS FIR I (PRESSURE TREATED) FINISHED GRADE-, WOOD GUARD RAIL NOT TO SCALE N0 - SU Pv TBUR" POST MIN. 3.5 F-7 APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION SIGNATURE DATE V) .. I H Lli 0 J 0 z 0 0 Z Li Ld Cn z 0 V) O Ld z (� M 00 c� v �,p E-� 05 rr �� V U c rA Q 11 v z Q qj 0 v w '6 z0 Q �U L>J o Cd U o Cd ata ,Q^�� 0LJ W �q 00 Ld w Cn Q � C> r -I 00 0 w Q ry o6 (A L Q u U ONION .o Q �a-IA w � m C Q Q' O V) J C Z u •VJJ U¢ O v W 1 nI CD U W Lu 4) U V) .. I H Lli 0 J 0 z 0 0 Z Li Ld Cn z 0 V) O Ld z c� rr �� V � W Q 11 z O z Q W v ULij z0 Q L>J o z U o ,Q^�� 0LJ Ld w Cn Q � z ryo w Q ry (A L Q U U) .2 w � O Q Z aLi0 0/ Q � L_t__ 1 nI CD V) V) .. I H Lli 0 J 0 z 0 0 Z Li Ld Cn z 0 V) O Ld DATE: 10/23/2001 SCALE: N/A SHEET 2 OF 2 z c� LU U z Q V) p w U w � Z aLi0 �z c� V) __jz Lu _LdV) Z 00 0 (n O w J v L: V>) z C) L�1 Lija Q cn W N N N N o O o O ry UJ �N N N N � N Q LnLn 0 0 0 0 Z Q a LL) Q 0 CO w o I � LU LLJ 0 V) OLjj O 0 J Z w o L- O O F Q w o w D-1 O w 0:� = O -� rl Cfl I 0 0 U I U Ii DATE: 10/23/2001 SCALE: N/A SHEET 2 OF 2