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HomeMy WebLinkAboutSubdivsion PlanDER R y : NJ 40 .: L ATION MAS 1000 500 0 1000 GRAPHIC SCALE IN FEET /37 51 •fig �i 9�'`�'S' - , `--� kj - - _ .off APPROV'ED BY THr CHAIRMAN OF THS MONTV I L L �, NATER POLLUTION CONTROL AUTHORITY i - Q Q HeL-c> W�irt-E � � �� #n►� signature date APPROVED BY THE D I RECTOR OF PUBLIC NORKS OF THE TONN OF MONTV I LLE Fix Aill= - - - - -- r�rP. s igna ore date 4Qa C _ -_ f . Vi N w APPROVED BY THE HEALTH OrrlGER OF THE TOWN Maw-T►w /vlo=r--oles � e.�' � ► OF MONTV I LLE i f F' date Signature Tle> Y k_11 9 lU� f' . � : fo. r�.t ` �• -(� _�' 1 a3�, I = t-tr=cr �4P ROVED BY THE MAYOR OF THE T�T1/'JN O �1J��ti1 � V. �AI�oNE y Q T Y 1 N+�►i I z7 N V /3-7 51 MONTV I LLE kj/J� f ,m �� Pte. �► � �a• `a. p lt. � moo, i � f m f fwc-m _S signature date 44IZ o R� (r-rP a APPROVED BY THE PLANN I NO AND ZON I NC COMM 1551 ON N- OF THE TOWN OF MONTVILLE d 13" Z z' Sof-" X90�o � - 1 - �= CK-) t O��aci5+� I - 1-1 K � A Q signature date , N � I h G 8 - S. >�'1 3Co' vz" r✓ � � � � ,Q 4: � o � I I 'k}_ ..__.,. APPROVED BY THE ASSESSOR OF THE TC�NN Or-MONTVILLE. }- nQ N � I To _ _ , _ Td t�SESE"/'• � i PIG- _ _- 4 _ 18L -T signature date W AS Um `i t - sajiii . Cog U3 1 J ,L...A� . .. I _ .a - I - - . Q $_ NAi VC -R OF THE CONN. COORD I NATE REOU i REMENT f 1,..• x`75 . ' Q �•_�.. =kI'$ - i z ' ,�Fii?'%�C7 i.1.�tE.. F -{I.1, `,�' =r r61. �' _cam -o �z�,, s4"AJ, 1.2� P'iC.` ti,1. !aZ ?a' S3�---.._f'' �t►.t�•IL. e^"' o >=ty signature dates MAP REFERENCE - - NE�'i�a iU/F Liu T® F31 P > c To Tr=r 'ioha t s c t a HecTco !iF Mc oJT'V111_Nr: Fame- Po atm F bPEFt"e5. eA 7' G4,4 T ltlor, ,�.,.: +rt► -r A -mc -A- = !z �-/- 5.�. DATE OF COMPLETION OF ,ALL NORK I . Subdivision of land owned b 5tanle - _-.= : � �i- y fz. L .-r�- tYc_oPNt�v r Plotoz; 22 ErWln Place New Britain, Gonn. Voc... 1Ca4 Pte. £3oe r_.2 0� 3 To be known as Derry Hill Estates; Rte. 32 r ,.Q.LTY +E DEVE� t31='NIEJ�J7" Derr Hill' Road Montell le, Gonn.; scale I "=50' V signature date � - rx_. Ily4-. Pte. �oZ ; . 14, {i6q; B Edward J. Bazzell Tt-t L07 -25 - April' �P,4SSIVE SOLAR ENERGY TEGHNfaUE5 A5 PR�SCRIBED • BY LAN HAVE BEEN CON51 DERED IN THE DEVELOP'Mt�NT 2. Property 5urvey_.. prepared for Artemisk!/F OF THIS PLANv,u V. Mandel; Platoz Drive, Montville, Connecticut Chandler, Palmer 4 King Norwich, Connecticut i scale I = 40' 5e tember I-1, I�1112 , YC;L .1l�4.60j�� gf date s Final Paints Set a OCT. q2 REED REFERENCE:- si nature/en In. er date 9 g ION 6R For 5ubject Property RT eference Is Made To The �-: :.. —N' ' FolioHing Deeds On File In The Montvtile Land Records: e 471 Volume 141 Page, 474 ,ZON�. _ r U 3 iV 5i N PLAN Volume 14 l Pa g g R YARi . SRANTI`i): I LOT 33-11K L 16, $3 50. FT. LOT AREA VARIAW -SEG. 9.4 i l Site is located in ZONE R-20 2.316 FT. 510E YARD SETACK VARIAi�GE - 5EL. 4.62. .2. SUBD i V I DER Lor 33-I10 Artemis Mandel L 55p* SQ. F7. LOT +VARIANCE -SEG. 4.4 MAN. z:9 2.24.0 FT. 51DE YARD SEMW VARIANCE - SEG. 02. 3. Total Area of subdivision LOT BMJ 2.0cl +/- ACRES 1. 4gQ16 50. FT. IAT AREA VARIANCE 5w'. 1.4. � ,` ,. { `} x- 20 0 40 _ e deeded to THE TOWN OF MONTV I LLE for 2.15b FT. SiI7E YARD Sta8,4GK VAtZIANGE - StG. 4b 4. Area to b .. ND : � i " LA T O i7i I V ROAD PURPOSES = l2 W54 S.F. _ w GRAPHIC SCAL O IN FEET AD _ 3, MONTV 1 LLE, CONNECTICUT B 5 FOR LE�/EL5: 5. Contours are at 5f t. Interval. BA5-E R � Ips IRON FIN t)H ©RILL HOLE � ... . `i^OTAL, AREA TO BE SUBDIVIDED = 2.0�{ _ ACRES d • = _. _ f � REViSIQNS q 23�ft S.F..: 6. All utl(itles servicingthe lot to be Installed underground a5 required by I, ht/f= OR IsdRMER�.r C.H AN D LF -R, P ALM SRL 4k of MONTILLE. CALL BEFORE YOU DIC. 1-&00-122-4455. the TOWNI ES KING � LOT NO. SQUARE FEET ACR 5.r.. SME MUT DATE DESCRIPTION •--�—'-.-...rti `7. 540 ,15- a portion of Assessors Mo 33 Lots 1-1k,1� And Portion 17aa. Tyr. TYP16A .� Architecture, Engineering .and Swrve rt � p J `; + 3 D��r: '�-- �i.-Dprrro�ls � �vrslo�.l5 � ® � 110 BROADWAY ... � �. . , _ 33 -I -1K 23,247 t 03.53 - I ® WA Ni?�€1VICli. ET 0$3EI0 203-889-397 FAX 26-$$$ 7$01 This Property 5wway ( lass A) has baesn propered in melordmc-a Hith 2Zacr. `� ��z o !✓ � 8. This site is not located in a Coastal Area Management Zone. WILVINC, �SEMACK LINE the "Kerornmend-ad ttandards for Surveys and Maps in the Stateiw - PROPOSED STREET A5VRE-5S � q, This site is not located in a flood zone. 33 17Q4,g54 0.5-7 of Gonneot lc adopted for v" b the Connecticut Assoelation w PROP WD ASSES�OR LOT NUMBER �! !2 Tu" 01 M U J I o Sewer and On Site , We 115. to. Ir to be sernlced l0 1uniel l of Land S� rs, Inc, on September 24, i�a2. Tom � y 33-17.1 30,054 + ± MON. MONUMEIJT '. : r 2007 U c, roveme, nts to be corn- leted within 5 ears as -re aired the A!! public, I Il. y a - T � D Y1994,SUN 2 �• Io � � / t�sot� o� L>=ss - _ DATE: MAY 2 7 , Gonnecticvt General Statutes. AREA TO BE DEEDED = O.W± AGREB MAY 21 1114 _ cih-1a - i_xlST{N6 CONTOUR 12. Ties circ tca foundatlons. 12,541 S.F. Y1`O`R 17r4TslrRArlox xo. SCALE: 1' = 40' - = _ SHEET 1 OF 3 tlogeha�n co Q 4go, o 6� �� j 5 ITE 32 RICNED NOTE: EXISTING VEGETATION IS TO REMAIN O� Q `, PLATOS LN. . 1p ��'`� WILL 1 Ztg PROVIDE' CONCRETE UMPSTER 8S AS REAR BUFFER (ALL LOTS) DERR Y _. qy A PAD W/ STOCKADE FENCE SUfiROLI►1DlNG (SEE DETAIL) , H ELT C 0--�� -` _ _-_�_._.-____., _ OVERHEAD W 2t� 11129 - H ELIC O APEAG .. WIRES : -11128 Q vi` 2 212.0 t� i 4- ! 212.0 `s PROVIDE BITUMINOUS CONCXi E Z.¢ �. ft\ 2/6 LIP CURB (SEE DETAIL) 214 0 ELGB in � $1,511 _�� � - N + J2 L.F. - i2 C. PROVIDE TYPE ca PROPOSED RiGHT OF WAY FOR PROVIDE CONCRETE DUMPSTER PAD W/ N p �S = 0.0417 SIDEWALK RAMP (SEE DETAIL) J INGRESS B EGRESS IN FAVOR OF PROVIDE BUILDING MOUNTED STOCKADE FENCE SURROUNDING LOT 33-/7K.(SEE SKEET 1 OF 3) LIGHT (TYPICAL) (SEE DETAIL) ___ +213.0 4 - a PROVIDE ROW OF 6' HIGH BLUE D TYf�E C'�' CE 8 0 C 2it MIN. CAL iPER N Iti CATCH BAST : _ ` ' PRO / ' PROVIDE BUILDING - b N r: PROVIDE TYPE - LOCI7 + /"'� I ONT.F. 209_ CgTCH BASIN I �./ I `� MAP PROVIDE ROW OF 6 HIGH BLUE SPRUCE MOUNTED LIGHTING _ N� NV. 206•00 �'•• T:F. 2/0.00 2f9.0+ 8' 4/C, 2'r MIN. CALIPER (TYP.) n -•;. .INV. 206.50 o 2 :.: PROVIDE' ' 000 1000 0 2000 Q 4 W/ E CONC,RE7E• • '' GPP - `219.0. . _ ��- Z iB GRAPHIC SCALE IN FEET !�, a (SEE DETA/L) WALFC , - �.F• .. IZ 3 PROVIDE HANDICAP PARKING SPACE W/ PAINTED SYMBOL b? SIGN (SEE DETAIL) - STORM EXISTING FOUNDATION 8k SHELL r I PROPOSED 2 STORY BLDG TF 21o.0 NV IN 8 f N / EXISTING FOUNDATION N (8 UNITS) �- PROVIDE TYPE '5" SIDEWALK RAMP PROPOSED 2 S FOUNDATION a SHELL ( SEE DETAIL) ��p• 1bRY BLDG PROPEXISTING N (4 UNITS) v � _ • PROPOSED 2 ST'QRY BLDG � Q' Aj 212 - 6 N O ( 8 UNI TS - - _ - Ll;. DETAIL 4 ,1N10E:'CONCREiE...WA _:(Std �..,:•;: LJL + 218 21bt5 2 .5+ PROVIDE ROW OF 6 H/ GH BL UE - t ' 9 �9�q �'�PosED tj SPRUCE, 8 0/C, 2 MIN CALIPER :'f'+�i0(�/f��'''4'W/D ; PRO14DE BUILDING 1 � TYP. / E =FTE �4{ fit':: • _ • ..:.. ��rSE1' � ..: .,_. MOUNTED LIGHT tv a PROPOSED DRAINAGE -- PROVIDE PAINTED DIRECTIONAL 796�- _ 211.0 (TYPICAL) 20 pAK RiGHT OF WAY 5 (TO REMAIN) ARROW (SEE DETAIL) • ry /9 (SEE SHEET I OF31 iZ.O a , r 17K PROVIDE TYPE "4" 10' _-- 7Yf? � l., � 0 15" OAK 2�8 / ---_y SIDEWALK RAMP --' O (TO BE REMOVED} l PROVIDE BITUMINOUS CONCRETE (SEF DETAIL) i .//� : b � I 1 Ll CURB (SEE DETAIL) 6" MAPLE w `6 �� \ (O REMAIN) PROVIDE HAND/Cq PROVIDE TYPE C' 2 \` \ CATCH BASIN PROVIDE NON -TRACKING CONSTl4UC- 5 PROVIDE 2�\ N 33 PARKING SPA ;I \ CO W/ 211'0 + I T.F. 217.50 TION ENTRANCE (SEF DETAIL) TYPE t. 17Q PAINTED SYMBO(.} V \ CA7"CH BASIN 3 0. L F - l2 Gl'P. T.F. 209.00 40 SIGN S INV. 214.0.0 (� DETA/L) EXISTING LEDGE INV.. 20).00 81 PROVIDE TRENCH CRAIN (SEE DETAiLI LOAM l7J ILOAM TF. 214.5 206 aINV 211.5 Zia• ' ,,: flo3.251 LOAM ISSEED SEED . 46 SEED `r O N (aI•'15 / R.C.R l' EXIST. CATCH BASIN - ���_-= __ - �� _ I _____---_ -- - - - _ =.W `- _ --- - EXIST. CATCH BASIN Ii T.F. 190.98 24 RC.P. - - _ ', ---- --------------- _ T.F. 213.73 PLATO D R f DRIVE �; �� 24" RCP FN 186.63 = - -- - _ _ __�i =__ _ =o =_ = - ,�- - _ 24" f� C.l? ,�� INV OUT 210.63 11 " RCP IN 186.48 PROVIDE BI TUMINOUS CONCRETE EXISTING CATCH BASIN TO B� REBUILT) // 1� � PROP. INV. IN 211.0 � till 15 o 1) - -- --- 24�� RCP OUT 184--68 LIP CURB (SEE DETAIL) < 11 T.F. 211.17 --- - Il m Ii PROVIDE STOP SIGN -- _.--, - `n I I PROP.. INV. IN 188.50 EXIS"I: SEWER M.H. � _ a; LI 24 ��13CP f N INV. 206.57. �\ � E _I TF 199.78 umi m c�t� 2 RCP OUT INV. 205.57 PAINTED STOP DEr-A1L) AR �``� v ac d 15' RCP IN 207.37 EXIST. SEWER M.H ( _ --- - f I -- ---- -- INV.IN 190 ;09 it PROP. INV. IN .208.'70 T.F 213.41 - - ---- 0 EXIST. CATCH BASIN i NV. OUT 18$.43 `- INV. 203.81\� TF 213.6 �HELTCOEXIST. CATCH BASIN -3� , �� EXIS .CATCH BASIN N 111.16 T. F 191.1 �, �' �o H ELTCO I T.F. 21 A` PROVIDE TYPE C CATCH BASIN �' 11117 r, SET TF AT EXIS-T-GRADE QLEV_ 1970+1- PROVIDE PAINTED DIRECTIONAL PROVIDE TYPE�C CQ�Tfi1'BASIN N MAINTAIN EXIST INV ELEV=`191.7 �1 ARROW (SEE DETAIL) SE ID AT EXIST GRADE ELEV. 207.0+1 INV 12'CPP 194.0 WNTAIN EXIST INV. -ELEV. 200.0+/_ a PROVIDE NON -TRACKING CONS7RIC- TiON ENTRANCE (SEE DETAIL) PROVIDE STOP SIGN B PAiNTED STOP BAR (SEE DETAIL) BENCHMARK ELEVATION 212.05 NAiL IN POLE HELTCO 11117 1. Site is located in ZONE R-20 2. OINNER/DE\/ELOPER Artemis Mandeg 11 Pavon5hire Drive Waterford, Ot. 06385 3. Total Area of subdlAsion = 411,23c1 +/-- S.F. = 2.Ocl +/- ACRES 4. Area to be, deeded to THE TOWN OF MONT\/iLLE for ROAD PURPOSES = 12,,154 +/- S.F. 5. Contours are at 2f t. Interval. BASE FOR L.E\,/ELS: 6. All utilities servicing the lot to be installed underground as required by the TOWN of MONTVILIrE• GALL BEFORE YOU DIG: I-800-4122-4455. -T.Site Is a portion of Assessors Mala 33 Lots 1 -1k,1 -7j And Portion I7ao. 8. This site is not located in a Coastal Area Management Zone. 1. This site i5 not located in a f l oocd zone. 10. Sites to be serviced by Municipal Sewer and On Site htell. 11. All public improvements to be completed within 5 years as required by the Connecticut General Statutes. 12. Proposed lighting to be, buliding mounted. 13, 12" Corrugated polyethylene Alpe shall conform to AA5HTO M214 Type 5 as manufactured by Hancor, Inc. P.O. Box 1047 Findlay, Ohio 4583a or by approved equal. SITC DATA T - Wfe M-20 ITEM REQUIRED t=D PRDVID- LOT i PRQVIDED - LOT PROVIDED - LOT .3 LOT AREA 20,000 S.F. 23,241 5.17. 24,4154 S.F. 30,084 5.F. LOT ail DTH 100 FT. 163.25 FT 134.66 FT 181.75 FT FRONT YARD 50 FT. '16t FT '12t FT 841# FT 510E YARD, 40 FT. 8.2 FT t6.0. FT 24.4 FT REAR '(ARD 40 FT. IOgt FT q4t FT 50t FT LOT COYERACE N/A i0 41% 6% 3LD6. HE16HT 35' MAXIMUM 2 STORY 2 5TORY 2 5TORY PARi<INO SEE CAL05 "7 SPACES 13 SPACES 13 SPACES TRUCK LOADING N/A ti.,, 15PAG1; I SPACE I SPACE - E `P DESCRIPTION IPO IRON PIN DH Q DRILL HOLE N/F NON OR FORMERLY S.P. SQUAFM FEET TYP. TYPICAL SIT t:)F-YMLORvM NT PLAN f ZONIN6 VISTRIGT R--20 PREPARED {� MAN ART zo 10 o zo 10L.ATOZ C)RI1 GRAPHIC SCALE .IN FEET MCuTY(Ll.E, G®NNEGTiGUT REVISIONS nm AMW C Fi DATE DESCRIPTION f BUILDING SETBACK LINE D PPIOP05ED 5TRE�T ADDRESS it".'70Ne- \101 -'�-oIii Co �M.�.y O PROPOSED A55ES50R LOT NUMBER FARKINC6 CALCoU ATIONS: MON. MONUMENT +/- MORE OR LESS Lot #33-[ tK 4 Units a ' 1 1/2 Spaces per Unit - - 210 - - EX15T1Nb CONTOUR = 6 Spaces Required -210 PROPOSED CONTOUR 7 Spaces Provided M.H. MANHOLE Lot 8 Units ,a 1 1/2 Spaces per Unit EXIST. EXISTING = 12 Spaces Required +210 PROPOSED SPOT ELEVATION 13 Spaces Provided INV. INVERT ELEVATION Lot #33-17J 8 Units a I� 1/2 Spaces per Unit T.F. TOP' OF FRAME ELEVATION = 12 Spaces Required - v v rta • 13 Spaces Provided \111E SIT t:)F-YMLORvM NT PLAN f ZONIN6 VISTRIGT R--20 PREPARED {� MAN ART zo 10 o zo 10L.ATOZ C)RI1 GRAPHIC SCALE .IN FEET MCuTY(Ll.E, G®NNEGTiGUT REVISIONS nm AMW C Fi DATE DESCRIPTION it".'70Ne- \101 -'�-oIii Co �M.�.y ER. PA1_MER a KING ® hit Arcecture, EngineerIn9 and Surveying ® N®. 110 BROADWAY NORWICH, CT 08360 203-889-3397 FAX 203-886-7801 SURD I V 1 S 1 ON AND S 1 TE DEVELOPMENT PLAN PREPARED FOR ARTEMI5 MANDES PLATOZ DRIVE MONTV I LLE, CONNECTICUT RNG I5 MADE TOS I. Subdlvsion/Site Development Plan Zoninq District R-20 Prepared For Artemis Mondes Plotoz Drive Kontville, Gonnecticut 5cal'e: I" = 20' May 27, Igg4 Chandler, Palmer 4 King Norwich,Connecticut 2. Gonnecticut Ouidelines for Soll Erosion and Sediment Control, January Ig85. 3. Soll Survey of New London County Connecticut, U.S.D.A. 'Soll Construction Service Ici83. Proposed Subdivision will allow for the creation of 5 building n lots ranging in size from 2324r7 s.f. to 50,084 s.f. Each will �.J be serviced by on site Municipal water 4 Municipal sewer. Total area to be disturbed 1.2 t acres SOILS The proposed site is composed mainly of two soil types; Chariton - Hollis "CrC" "CTD" 1. "GrG" Fine sandy looms, very rocky, with 3 to 15 percent slopes. These gently sloping to sloping complex consists of somewhat excessively drained and well drained soils, on glacial till upland landforms. 2. "CrP" Eine. sandy looms, very rocky, with 15 to 45es. ercent slopes. p These moderately steep to steep complex consists of somewhat excessively drained and well drained soils, on glacial till 4 upland londforms. Construction will begin with clearing, grubbing` and rough grading of the proposed sites. Following rough grading procedures, all drainage and utility structures and the associated piping will be installed and protected with hay bales or silt fence. These protective measures are to remain in place and properly maintained throughout construction. All work must be completed within 5 years, as required by the Gonnecticut General Statutes. Each site will be graded so that all possible trees on site will be saved to provide buffers to .adjoining rots. ' Topsoil will be stockpiled on site and utilized during final grading. A non -tracking construction entrance is to be provided at each driveway. PEVELOPMENT CAONTROL PLANI Development of the site will be performed by The Owner. He Hill be responsible for the Installation and maintenance of erosion and sediment control measures required throughout construction. The sedimentation control mechanisms shall remain in place from the start of construction untilpg ermanent ve etatlon has been established. The representative for the Town of Montville will be notified when the sediment and erosion control structures are initially In place. Once the proposed development, seeding and planting have been completed, the representative shall be notified to inspect the site. These control measures will not be removed until this Inspection Is complete. All stripping Is to be confined to the Immediate construction area. Topsoil shall be stockpiled so that slopes do not exceed 2 to 1. A hay bale sediment barrier is to .surround each stockpile and a temporary vegetative cover provided. Dust control will be accomplished by spraying with water and if necessary, the application of calcium chloride. The proposed planting schedule is to be adhered to during the lontin of dlsturbed areas throughout the proposed construction site. p g 9 p p Final stabilization of the site is to follow the procedures outlined in permanent ve9 etotive cover. If necessary a temporary vegetative cover is to be provided until a permanent cover can be applied. FILTM SAMIER INSTALLATION 4 HAINTENA1 : I. Dig a 6" trench on the uphill slde of th f, barrier location. FRAME ADJUST TO GRADE WITH MAXIMUM 2. Position the posts on the downhill side of the barrier and drive T: OF FOUR COURSES OF BRICK the post 1.5 feet into the ground. RECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE 3. Lay the bottom 6" of the fabric in the trench to prevent WELDED WIRE FABRIC (TYPICAL) undermining and bockf i I I . 4. Inspect and re air barrier after heavyrainfall. PREFORMED PLASTIC GASKET OR p 4'-0" DIA FLEXIBLE WATERTIGHT RUBBER GASKET 5. Sediment deposits are to be removed when they reach a height of one WALL foot behind the barrier and are to be deposited in an area which 4' Mlin'1 » KNOCKOUT FOR PIPES MINIMUM Is not regulated bry the Inland Wetlands Commission. 6""11 4" FROM TOP AND BOTTOM OF BASE 7" CONCRETE OR BRICK 6. Inspections and necessary repairs 1-4111 be made twice weekly. AND MORTAR INVERT HAY SAL€ MTALLATION i MAiNTENAW.X: GROSS sECTtON NOT TO SCALE I. Bales shall be placed around all proposed catch basins with the ends of the bales tightly abutting each other. f�A C200 �NICRE ' AY AYS CLASS 'e 24 PPLA•CEO21� wCLEAR 70 CONCRETE INSIDE Of BOX SE. LENGTH 8� VARIES I (Zr N�RI�D Leo N Q(ITi ET- B� J 1 �-A NOTE: FRAME AND GRATED COVER TO BE MANUFACTUREO BY LEi M F011 WY OIL BROCKTON. MASS. OR EQUAL TRENCH aEWN NOT TO SCALE 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. 5. Inspect bales after each storm and repair or rept cc promptly PAY MD1H _ PRECAST TOP ad. t s needed. Remove sediment behind the bales when it has TYPE "CL" SHOWN) . � r 1 ��' reached half the hel ht of the bale and ce oosit in tin area - -- - _ which is not regulated by the Inland Wetlands Commission. 4. Inspections and neces5arrepairs will be made twi e weekl y p y yr •. =rACIED NAIiVE MATUG4 OR REQOIREU irn i to ■ /.'; 90RROW Q o \ a - - ` d{ GRAVEL SANG f /SFMON a 0.J 4 ` LL 3 = 0 4 nox .iii MD W 61 TEMPORARY VE6eTATIVE CoOV M , r ao„ e- ' fR" rotmAlm STONE **)4 S� M O � Z t2' r aN \ tM$UtTABLE MATE"L (* ORQWC ROp( E)cCAVATION SILT IS 04COtNtlEMM AT SWOORADE -WT TREiiCH BOTTOM O' MAX• Q A temporary seeding of Rye Orass will be completed PsIthin 15 days of the formation of stockpile(s). if the soil in the Stec (les has tt = been compacted by construction operations it shol I be oosened to NOT TO SCALE �. • .� z a depth of 2 inches before the fertilizer, lime and see is applied. �.. :N 10-10-10 fertilizer at a rate of `1.5 pounds per 1000 s. and lime m stone at a rate of c10 lbs. per 1000 s.f. shall be used. Rye Crass applied at a rate of I Ib. per 1000 s.f. shall provide the temporary vegetative cover. Straw or hay, free from weeds and coarse matter shall WIDTH VARIES SURFACE COURSE, CLASS "C" } w „ , be used at a rate of -10-10 lbs. per 1000 s.f. as a tem orar mulch. .E_ " M to p CONCRETE. SURFACE TO B€. FINISHED WITH A WOOD FLOAT Fy�'TNUARQ CAT `K#i BAN Straw or hay, free from weeds andOR BY OTHER APPROVED MEANS SET-nON . coarse matter shall be used at a rate 1 1 2 5" CONCRETE , 1 2, NOT TO SCALE � �C1L�. of �• O q0 lbs. per 1000 s.f. as a temporary mulch. Apply mulch and drive / ISE.1/4 FCR Fq 'T / tracked equipment up and down slope over entire surface so cleat marks are parallel to contour. 6- GRAVEL BASE \ \ 8 IN DEPTH AFTERx6 10 10 WELDED COMPACTION PLACED WIRE MESH \\��\�/\\�/\�/\`C�\•. IN TWO COURSES P�t'1�4hN'T VE6ETAT1VE C: CROSZ- 00N PAVEMENT JOINTS SPACED APPROXIMATELY 12' '' j.BACKFILL r Topsoil will be replaced once the DIVIDED INTO RECTANGLES AS REQUIRED excavation has been completed and the shoulders are graded to a slope no greater than 3 to 1. s" C014NETE Topsoil will be spread at a minimum compacted depth of 4 inches.��' :. Once the topsoil has been spread, ail stones two inches or larger o 8- GRAVEL BASE In any dimension will be removed as well as debris. Apply agricultural /\//\ TYPE "C" GAT�H BASIN ,AQP ground limestone at the rate of two tons per acre or 100 lbs. per\\\Z�\\,,� .\ \/ S 1a v WELDEDMOSS_ 1000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of _ `" "+ Not TO SCALE 300 IL-*. per acre or -7.5 lbs. per 1000 91. Work lime and fertilizer LONGITUDIN& SEC11QN Into the soil to a depth of 4 inches. Inspect seedbed before seeding. 5. CONLRET�' S�fOEMIALK If traffic has compacted the soil, retill compacted areas Apply the NOT To SCALE following grass seed mix: Seed Mixture lbs./acre lbs./IOOO 51. Kentucky Bluegrass 20 .45 Creeping Red Fescue 24 .45 • e f� t Perennial Rye Grass 5 .10 6' HIS78CKADE FENCE 45 1.00 FINISHED GRADE The recommended seeding dates are: GRANULAR BACK FILL\\ \ FlNF$H BABE April I - June iS ,\ /\ \, /���/ r August I - September 15 �� \\Affs 3 -0" MINIMUM \� i \ o �• 5' CONCRETE .WITH � Following seeding, firm seedbed with a roller. Mulch Immediately �/�\ � 5X6 ro/1OWnNF seeding. if a permanent ve etotive stand cannot be - :::::::::...: "S 11r GRAVEL following g p g : FiNE SAND.:::::•.:::::::: z BASE (COMPACTED ELECTRICAL. TELEPHONE AND \ "' IN 4" U estobl ished b September 30 apply a temporary cover on the > !� Io10 I� y CABLE TELEVISION SERVICE -'i►' �- -r-+ ` ' AS REQUIRED BY topsoil such as netting, mat or on organic mulch. " p g g i--'--�-T? -i m Z SIZE of QLMpsTER MIN MIN"' BOTH SiDES ' c�c� autlaPSTE�t Pau. BURIED . Aa WITkI STOCKADE FENCE CRQSS S'G�-Qd, NOT To SCALE NOT TO SCALE t , ANCHOR WITH (2) 2'x2 -X3' STORM S`£WER STRUCTURE STAKES EACH BALE � D i -� --- Se ,` _SOW r++ yNOT TO SCALE (VARIES) 1' MIN FILTER FABRIC SIDEWALK 1/2 CPNCRETE RAMP ANGLE 10' UP SLOPE POST FOR STABILITY AND 1 1" PER FT. - SELF CLEANING MAX. BACK OF WALK ,Op �T COMPACTED UIo BACKFILL mok ,MLI .FENCE NOT TO SCALE SECURE TO 1 1/2" GALVANIZED STEEL POST WITH (2) 1/4" i HANDICAPPED GALVANIZED BOLTS BITUMINOUS CONCRETE 9. PARKING (1 TOP. 1 BOTTOM) UP CURBING R-2, STATE y�Ppilt�Mff� REEtgi WO 1 1/2' CLASS i ammous - 1fI1,L H6 FIMSD. 4 1 1/2" BINDER COURSE 1. 'd \ \ BACKFILL AS ' - DIRECTED 5-0" TO GRADE dt 1f . PARKIN EiiGN NOT TO SCALE 8' PROCESS GRAVEL BASE. 12" BANK -RUN GRAVEL SUBBASE ®ITUMIRM 11060M.UP -CURBING NOT TO SCALE SECURE TO 1 1/2" 0 V-4" 1'-R" GAL--VANIZED STEEL POST WITH (2) 1/40 0 GALVANIZED BOLTS . M��`01 � i (1 TOP, 1 BOTTOM) CERT I F I ETD BY THE MONTV I LLE PLANN I NO vj WHITE AND ZONING COMMISSION NOTE: ^ AGN TO BE iNSTALLI=D. IN ; CCORDANCE WITH STATE OF 6L CONNECTICUT D.O.T. STANDARDS EXPANSION JOINT (TYP) C RAMP WALK 3'-•0" 1" PER FT. 1/4" PER FT. MAX. CURBING GUTTER LINE C * CURBING SIDEWALK 1/2 CPNCRETE RAMP SIDEWALK PER �"P�''17,0 V /�-1_ RAMP 1 1" PER FT. - MAX. CURB MAX. BACK OF WALK CUT a RAMP WALK 3'-•0" 1" PER FT. 1/4" PER FT. MAX. CURBING GUTTER LINE C * CURBING r 1/2 CPNCRETE RAMP 36" MIN. PER �"P�''17,0 V /�-1_ 1" PER FT. 40" MAX. 1 1" PER FT. - MAX. CURB MAX. BACK OF WALK CUT a SOP � GUTTER LINE mok FACE OF CURB �0 511009" RAMP TYPE .A NOT TO SCALE .` �. r. t _ - •=;;�;y`^':'gip^' REVISIONS DATE DESCRIPTION 1/2 CPNCRETE RAMP I �- � E.C.' 4• PER �"P�''17,0 V /�-1_ G. -e' MINIMUM 8CONS itItUCT THIS 0 SECitON ONLY NA•fi3iE SIf�fWALK a SOP � ;A mok RAMP 1 PER FT. MAX. �0 P16 t I PLO RAMP SECTION CURB AUTTEft UNE � MINIMUM e'• -O` 2'-4" MiNIMUM 6'-0" SACKLINE OF RAMP AND S(DEWALK RAMP SECTION GU UNE CURSING H" VARIES 5'-0" OR» » AS DIRECTED 2 MINIMUM 21/2"11" 4Q" MAX. ^ 1 /4":12" PAVEMENT CURB GRAVEL BASE ao CUT anCLASS "A» CONCRETE REINFORCING MATERIAL FOR CONCRETE PAVEMENT IF W"T' .CALLED FOR sum =a SAMP NOTTU SCALE .` �. r. t _ - •=;;�;y`^':'gip^' REVISIONS DATE DESCRIPTION CURB LINE OR AT SIDEWALK LINE I �- � E.C.' 4• PER �"P�''17,0 V /�-1_ 11.7vN a Ge fh�t_TTy DATE: MAY 27, 1:994 SCALE: AS NOTED SHEET 3 OF 3 NOT TO SCALE PLACE EXPANSION JOINT AT BACK OF CURB LINE OR AT SIDEWALK LINE GRASS 3 M RAMP 1 PER FT. MAX. E CURSING GUTTER LINE • a 11 \\ sin E E*J 36" MIN. 4Q" MAX. CURB CUT W"T' CONSTRUCTION JOINT (TYP) GUTTER LINE -""'FACE OF CURB NOT TO SCALE