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HomeMy WebLinkAboutSubdivision Plan�M L E G E0 N D #* EXISTING MONUMENT EXISTING IRON P1N CONCRETE MONUMENT TO BE SET —. —~— - IRON PIN TO SET EXISTING STONE WALL •-- SANITARY SEWER FOOTING DRAIN - 4W EXISTING CONTOUR W. 440 PROPOSED CONTOUR + 4O»s EXISTING SPOT GRADE x +6 PROPOSED SPOT GRADE LIMIT OF INLAND WETLANDS LIMIT OF 50' REGULATED AREA -----TM UK .. EXISTING TREE LINE PROPOSED LIMIT OF CLEARING ---�—p.► ��----- CATCH BASIN -------� 9--- --�. STORM MANHOLE UNDERDRAIN/CURTAIN DRAIN PROPOSED WELL TEST HOLE LOCATION dh SILT' FENCE SANITARY MANHOLE SUBJECT PROPERTY l . AN fuel. 011, Puente or offer haxor ass on-site the const - period should be In A Solft-oridary confairw and nern&wed fo, a locked indoor area with an floor they are rat used. Bulk fuss for conifrucffvn u is not fo be sl'or,ed on -sale. If this bec ry, fuel be 1n ® ,.y cortfolrtrnetet e� f�'o'"' �4 erhrt r s�Foellrered from 110 prevent l and Ina secured area. A of absorbent spMi WWPOWt m0erial should be avaNable, especially du reef , to clean up any *Ole of I such as solve or oq. I a occurs call 24 -hours a day of (b� 401- io alert re f spill Z. A I permitting Is !fie rssponi ibiafy of the owrw. 3. The general conWacfor(Glen Aldrich, 9R Surkke Road L.I..C.587 vuxhall Street Ext. Mord Cohn. ) must n (repair/replace when nec+�ary) *fit s0afton control- devices unif ail Is and all dwturbed areas ar+e permanently slab llbt gid. 4. ki dicafsd underground ulifte are based on acival field loca#otowe, ow a p, av4tlabe volae and �r9na W -SU -44W , Th: bcafton* are lmak and Oil may not be shown. Prior fo am the contractor shall call I - and have all ufNHt�es marked on the ground. 5. No free stumps or longe branches shall be buried on stle. Tree and large branches may be upon the landf or land �. 1 aping and or corn pu 1 f #hey are properly ch or ground, nvattriai excavaafion, f tNW q shaN be in cortf'or'rtwnce w1th Section 17.8 of MonfviNe town t orvnq requlaftone. 7. All proposed alectrfc supply to be underground, 8. Confracfor shall use work approved by OSHA for all trenching mid exccwaf , 9. No graded earth slope ihaFN excelled a M: IV slope. 10. P"Mde post ve drainage of f ln1sh grade at all disfurbed areas as Shown on fhe plan, I I. Install F inch orated PVC pips Info cut - along fhe where tndtcafed on fhese plans. 1,2. The Town o Moodie x ani f nq serf of flcer and officer must be for an of fhe sedirrwnfallon and conlrol measums prior fo fhe *fart of consWucftm 13. Mar kers shall be placed at fhe tirn#* of ftw wetland areae on all lot*, 14. The rlghf io drain aggrernent is fo be by fhe properly s) of ffht floe fo which an "WF FF is 15. AN k4w als are io be akdc�od fo ire That fete requtntd. 16. The developer n�tusf � fo the weiio is rnc�ha�d. f 'es hereon In the .and Itecordoll InckW nq aft line and dreinage &r*S* lo Issuance of a buNdtng permit for any lotWpk4ed hereon. 17. The sewer maines areal sewer ktfsrals must be approved pipe from Tables E• -A. 2-5 and 2-pD of fhe Connecficut 12,ubpc Heatfh Code's Technical 9fariiards. I8. All serener kO*rcde and wells are io be sk&W in *w field by a M sr prior- fo Ir ks #o intones that #hs requlned roofing d betwteert sewer la�erala and wafer wells ane maintained. 19. No above ground pool shall be Inalaled within fin (ICY) feet of any waler supply well, 20. The herson @hail be grantled And co d fa #-Nlll Road dWWon Homeowner's AseociatIlont Inc. 21. The na th kqw shill ac wwuie o rneelk, with the Town of lie Planning Offer at least fwsnfy-one ( day* ys pri r fo e of any construction conlempk0ed by this oubdmslon plan. 2.2. The Developer shall not commence arty construction conlemplafed by We plan until such time as fhe 7minq Enf;orcernent Officer fhe To m o the of Montville hos the of ON and eonfr�o1 s. The fy ?.3. The l Off ice not leas than --i,o (72) to e of fhe mqussieel dale, Pe+'' pooh a toner ruciton lnepscffon fee wffh fhs Town of In fhe amount of 1 1,75LOQ for Phar I conretrucfton andof er the amour* o f S 17,1 X40.00 for Phase li . !ru°ty of the fee not by fhe Town f Mon#Ak shall, ulxm r qu� r refunded to the 24. No conefructlon vehicles shall be Mowed fo access itis consfruchon aft from fhe emergency access fo Swo Joh WIN Brow cy � shall be to use Itis $wwanly J Roadnson P Z5* The of each lot hereon shall. at the funs o a r+eguirc♦d to a #Z,CfOQ.O� f for ®mooning P�n1# far any consiruc�Ion thereon, be Post Ex'oslon and Send rylent Confnoi Bond with fhe Town of Montville. DATE OF COMPIEnON OF WORK Z_( DA URALS , no MONTVILLE, CONNECTICUT Ownerr iineers & TSurveyors. #567 Vu St. Ext, Waterford, : 9R Burlake #567 V-uxh St. Ext, Waterford, 06385 arbell, rAssoc., 1227 Burn -side Ave, — Suite 31 East Hartford, e � 1 UN. a� GO o C if, ti � •� P 466 '• /CLtNSEO. O�`'\�`` 1 Of . 8-07-09 9.25..09 10-05-09 10-20--09 y y 12-03-09 Scale 1" loop 0 50 100 200 304 400 MAP REFERENCE; "GAY HILL ROAD SUBDIVISION 120 GAY HILL ROAD MONTViL.LE CONNECTICUT MARTINEZ COUCH it ASSOCIATES LLC 9B SOUTH TURNPIKE ROAD WkLLINGFORD, CONNECTICUT 06492 LAND SURVEYORS - ENGINEERS - ENVIRONMENTAL CONSULTANTS Job 26-234 DRAWING NUMBER 26-234 BASEMAP.DWG DATE 7--23-07 REV THRU 1 1--30--07 DRAWN BY DDL. SCALE AS NOTED." 0 PARED IN ACCORDANCE WITH SECTIONS ATIONS OF CONNECTICUT STATE AGENCIES - IN THE STATE OF CONNECTICUT" AS F LAND SURVEYORS, INC. IT IS A ESURVEY, CONFORMING TO HORIZONTAL CLASS "17-3" AND INTENDED TO BE UBSTANTiALLY CORRECT AS NOTED HEREON. L.S. 15466 REGISTRATION NO. 2-03-09 DATE CONSTRUCTION SEQUENCE Phase I I. Install Erosion And Sedimentation Control Device+ 2. Clear And Grub Trees And Establish Rough Grading For Proposed Roadways 3. Construct Permanent Ponds #1 1 *2 4. Install Storm And Sanitary Pipes And Structures Along Proposed Roadways 5. Construct Proposed Roadways And Establish Final Grading 6. Stabilized Disturbed Areas 7. Clear And Grub Trees For Proposed Nouse Sites 8. Remove Erosion And Sedimentation Control Devices Once All Disturbed Areas Are Stabiiixed Phase II I. Install Erosion And Sedimentation Control Devices 2. Clear And Grub Trees And Establish Rough Grading For Proposed Roadways 3. Construct Permanent Pond #3 4. Install Storm And Sanitary Pipes And Structures Along Proposed Roadways 5. Construct Proposed Roadways And Establish Final Grading 6. Stabilized Disturbed Areas 7. Clear And Grub Trees For Proposed House Sites 8. Remove Erosion And Sedimentation Control Devices Once All Disturbed Areas Are Stabilixed NOTES: 1. The Town Of Montville Zoning Enforcement Officer And Wetlands Officer Must Be Contacted For An inspection Of The Erosion And Sedimentation Control Devices Prior To The Start Of Construction Z. Erosion And Sedimentation Control Reports Shall be Submitted To The Town Of Montville Planning Office After Every Rain Event 3. Markers Shall Be Placed At The L.inits Of The Wetland Areas On All Lots 4. The RI ht To Drain Agreement Is To Be Signed By The Property Owne a) Of The Properties To Vetch An Easement is Required Scale 1" = 40' 0 20 40 80 120 16o Ronald `• • * . Monica Gibson David 4 Jolie Wilken Parcel to be conveyed to the Town o f Montville (shaded area) area = 546 sq. ft. H 1 I ! G 0 " W S 52°07' 11" W S 50'12'41" W S 31 ° 23' 24" E S +46° 25' 28 Sfi.1 Ct r 45.33' 1.23' 33.74' "w 4.62': S 51653,5211 W 77rR 4.38' X48°31'4..9"W iota( 37.24' 1644'5C .° 48.44' 2.62.' s"?_hA„4 30.00' Sightline Easement (hatched area) to be acquired f rom Frank H. Malloy Trustee Parcel "A" — Land to be conveyed to Frank H. Malloy Trustee area = 0.361 acres: 15,740 sq. ft. (Parcel subject to slope rights) Parcel "A" Is also subject to Drainage Easement in favor of the Town of Montville Deatr xW Easement Crosa Haichod Arad Frank Malloy Trust o0 S 53045'34" W 71.58 I Mary i David Nelson Parcel "B" — Land to be conveyed to Mary and David Nelson area = 4,745 sq. ft. 24.41 ' �—s 51004'03" W i ��Ryan 4 Jessica " Videll W 0 ZZ LEGEND: EXISTING MONUMENT EXISTING IRON PIN CONCRETE MONUMENT TO BE SET IRON PIN TO BE SET EXISTING STONE WALL EXISTING TREE Town of Montville z Lot 36 Ryan 4 Jessica 53.19' 209313 sq. ft. s Videll "M ��''��qq /��+ r 85 N N o Lot 3 ,� a r n O.4V�d acres , p 0 � r S D = 90 00 Oa _` _ K M 549655 sq. ft. , r , o L = 39.27' N _ _ V) �.� R = 25.00' --- - - C11Qt'T1piQrl 1.255 acres . /� 4� . z M 6 Lot 3�Mortgage / i I i 1-- 'i J � 't ..'} r' f` y e°+�,j •J � 4D s Z093M sq. f t• OV M A . .... .... . , . .. ... - •.. ........ .. .. t• JJ F • f A r �i _ 0.466 acres/ �/ V/, Q / ANA f r f r •,�s Robin �- Dana - 0 St. Pierre` �. ogrorn s rr4 t n+ 3 2r w , _ �►- W Conservation Open Space MAP REFERENCE; "GAY MLI,. ROAM SUBDIVISION 120 GAY HILL. ROAD MONTVIL•LE CONNECTICUT' MARTINEZ COUCH � ASSOCIATES LLC SOUTH TURNPIKE ROAD VALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS - ENGINEERS -•- EN'VIRONMENTAL. Total Area of Parcel � 37,165 a Cres NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS CONSUL•TANTS Job 26-234 NG NUMBER E6--.23'4 B"EMAP.DWG DATE 7-23-0713X Of total acreage � 5.575 acres 20-300b-- I THRU 20--300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS REV TMRU I I -30-07SY DOL SCA1..E AS ." DRAWN 'Total Area of Open Space � a.44 ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT 15 A I acres SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL Total Area of We#lands w1ihlrt the ACCURACY CLASS "A-2" , VERTICAL ACCURACY CLASS "7--3" AND INTENDED TO BE USED FOR APPROVAL. Open Space "` 2.351 acres ,,,,►,,,r��,BDIVISION TO IKY''9'ID BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Net area of open space s -w , • a (exclUstve Of wetlands) 6.090 acres .' ' L. S. 15466 2--03--09 '.�•.r� RSL\!��` REGISTRATION NO. DATE 105.57' 5`04314r vii 211-.1 ' 2�• n, ��' ZZ. Gob sq. t t. .og�5g gD_ s ��• 0.518 acres ,�e N +Canal*rVaf10M E44* *f* 66-57"M" �5 2 '` " rpm, CO (Shaded Area) ID 25.00, � �N � X43 ' 4 .�9 3" L � 136.35. �,� :J :. fn- r r - . ` ! .' f �' •'_ .. s - : } r.... .. - !' J' = i r' f f - ! f' f - --.J . f " t r - ` � _ • M � r !J . t • • r l• J • . 'Yy. r .� f ' f, f f • . - . • ! % / n r i J •f J w I • ` �i/ } r D 26* t2 39" L 91.49' •flit MA T i. - L� � ��€ �. h � M : �•: ao .i w M ° , " Alt 14 Lof 16 N 74 N 25a o L 07 31 w •, . ,� . 27' 1? '�9„ L ss 9. F� ' �`c� •� ��9y� 29.63 000, � 8q•ft.�14 6p' woo p N ra�D o 72 001 19 19 %� �atreM Lot �4.�, o .acres D= 3 I 9Z56 sq. ft. 0.718 acres trr>e ' , ---- O o 0 D� X3'37' 19" �$•ga, , 41 N ' 272 3 � er Lot 17 oa 0 { 26 39,551 sq. ft. 0.906 a c res ;os 21,7 17 sq. f t. w 0.499 acres C Conservation Easement z '� � 7 a V 41' � Lot I I (Shaded Areal 0077 100,475 sq. f t. Co N • 9 1.307 acres S ' 7`7041 • • •- 04, oo., � Cres ' 0 _ N 53043'4111 98.69' A o N 0 o 0 W ,. oh N V , 00 0 N Conservation Easement (Shaded Area) Conservation Easement (Shaded Area) Nancy Marsala .7 , C Ricky Kiggons Scale 1 " _= 40' 0 .20 40 80 120 160 kW REFERENCE; "GAY HILL ROAD SUBDIVISION 120 GAY HILL. ROAD MONTVILLE CONNECTICUT MAR71NEZ COUCH i ASSOCIATES LLC 95 SOUTH TURNPIKE ROAD VOLLINGFORDp CONNECTICUT 06492 LAND SURVEYORS - ENGINEERS - ENVIRONMENTAL CONSULTkNT3 JOS 26-234 DRAWING NUMBER 25--234 BASEMAP.DWG DATE 7-23-07 REV THRU If -30-07 DRAWN BY DDL,. SCKLE AS NOTED.' M 3 C3 N N onservation Easement Shaded Area) w d1/0 Nancy Marsala Ricky Kiggans 04 a) N �f t Lot 18 21,717 sq. 0.499 acre Drainage Eaaement Croae 14okhed Area a C) Lot • p 4, . dw LI9 a ' 20,583 sq. ft. 0 of IWA a� 7. 4.473 acres D = 20016'0910 L = 21.22' Total S 720 41,00•, >,�8So,163 SQ , D ' 107025'47" iL = 112.50' (Total) Lot �Q v 219361 s§Q. f t. N 4.490 acres m N ;vivo *pO ova "t li n _jcc . o ;a 0 n V _j r � N o. 6' N 04050137" E �L 33 78' S 72041,0. /gyp 00 60 00 , C W 19s 07, D = 19°16'19" L z 20.1$' D = 29°03'23" L - 30.43 b _ S 61-50,451, E 23.25' 18.30' D = 10° 10'43" S 72'41 '00" W L = 10.66' f DralrWe Easeffwnf (mss Makhrd Arora s N 041050137" E 48.67' , s 04`050'37" w y Lo 11 ± 2 1 ,4 38.30' D = 39014'06' 188 401 $ '� �,� L = 41.09' q• f • �4 c (Total) {� 4.325 acres . 7 � ;96 rs, h s 71o3s,5'„ W,81,9 e1,9. D = 379360181, L - 39.38' -D = 7017'44" L = 7.64' Lot 25 35,473 sq. ft. 0.837 acres N X2041,0 3 4 ' 0', f Lot 24 38,576 sq. f t. 0.886 acres N7 2041 69. 40 N >> Lot 23 33,232 sq. ft. 0.763 acres Conservation Easement (Shaded Area) s 72-.11, 2.41 '00''ll W o,�4j kh, Lot 22 34.075 sq. jt. 0.782 acres 1�o D N ,Jensens Inc. NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-- I THRU 20-30Ob--2O OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MININ4UM STANDARDS FOR.. SURVEYS AND MAPS IN THE _STATE OF CONNECTICUT" AS ENDORSED 8Y THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL ACCURACY CLASS "A-2" ,VERTICAL ACCURACY CLASS "T-3" AND INTENDED TO BE USED .,�OR'.''�(�Y�/I�SION APPROVAL. TO t�11. ff �1t3�:EI��E ksf0 BELIEF, THIS MAP 1S SUBSTANTIALLY CORRECT AS NOTED HEREON. L.S. 15466 2--03--09 MICF�►Iz1;'•L: '�`lvl".L,' REGISTRATION NO. DATE .Jensens Inc. Joan Sousa Gerard 4 Mary Gingras See Sheet #4 For Legend Conservation Easement Data cn y � Parcel to be conveyed N ° to the Town of Montvlll Q' Cb (shaded area) area I Z0 I sq, ft. C; 00 W on0han Dr1y 0 49147'17" E .► `s' 2.870 p� j�� X01 � _ o �� . 0� , 99.3, � 1_ 31: ^a; o* N , , z Ld Ot Noy Lot Z 19421 sq. ft. a 20,742 s 0.492 acres M 0.476 a 105.57' 5`04314r vii 211-.1 ' 2�• n, ��' ZZ. Gob sq. t t. .og�5g gD_ s ��• 0.518 acres ,�e N +Canal*rVaf10M E44* *f* 66-57"M" �5 2 '` " rpm, CO (Shaded Area) ID 25.00, � �N � X43 ' 4 .�9 3" L � 136.35. �,� :J :. fn- r r - . ` ! .' f �' •'_ .. s - : } r.... .. - !' J' = i r' f f - ! f' f - --.J . f " t r - ` � _ • M � r !J . t • • r l• J • . 'Yy. r .� f ' f, f f • . - . • ! % / n r i J •f J w I • ` �i/ } r D 26* t2 39" L 91.49' •flit MA T i. - L� � ��€ �. h � M : �•: ao .i w M ° , " Alt 14 Lof 16 N 74 N 25a o L 07 31 w •, . ,� . 27' 1? '�9„ L ss 9. F� ' �`c� •� ��9y� 29.63 000, � 8q•ft.�14 6p' woo p N ra�D o 72 001 19 19 %� �atreM Lot �4.�, o .acres D= 3 I 9Z56 sq. ft. 0.718 acres trr>e ' , ---- O o 0 D� X3'37' 19" �$•ga, , 41 N ' 272 3 � er Lot 17 oa 0 { 26 39,551 sq. ft. 0.906 a c res ;os 21,7 17 sq. f t. w 0.499 acres C Conservation Easement z '� � 7 a V 41' � Lot I I (Shaded Areal 0077 100,475 sq. f t. Co N • 9 1.307 acres S ' 7`7041 • • •- 04, oo., � Cres ' 0 _ N 53043'4111 98.69' A o N 0 o 0 W ,. oh N V , 00 0 N Conservation Easement (Shaded Area) Conservation Easement (Shaded Area) Nancy Marsala .7 , C Ricky Kiggons Scale 1 " _= 40' 0 .20 40 80 120 160 kW REFERENCE; "GAY HILL ROAD SUBDIVISION 120 GAY HILL. ROAD MONTVILLE CONNECTICUT MAR71NEZ COUCH i ASSOCIATES LLC 95 SOUTH TURNPIKE ROAD VOLLINGFORDp CONNECTICUT 06492 LAND SURVEYORS - ENGINEERS - ENVIRONMENTAL CONSULTkNT3 JOS 26-234 DRAWING NUMBER 25--234 BASEMAP.DWG DATE 7-23-07 REV THRU If -30-07 DRAWN BY DDL,. SCKLE AS NOTED.' M 3 C3 N N onservation Easement Shaded Area) w d1/0 Nancy Marsala Ricky Kiggans 04 a) N �f t Lot 18 21,717 sq. 0.499 acre Drainage Eaaement Croae 14okhed Area a C) Lot • p 4, . dw LI9 a ' 20,583 sq. ft. 0 of IWA a� 7. 4.473 acres D = 20016'0910 L = 21.22' Total S 720 41,00•, >,�8So,163 SQ , D ' 107025'47" iL = 112.50' (Total) Lot �Q v 219361 s§Q. f t. N 4.490 acres m N ;vivo *pO ova "t li n _jcc . o ;a 0 n V _j r � N o. 6' N 04050137" E �L 33 78' S 72041,0. /gyp 00 60 00 , C W 19s 07, D = 19°16'19" L z 20.1$' D = 29°03'23" L - 30.43 b _ S 61-50,451, E 23.25' 18.30' D = 10° 10'43" S 72'41 '00" W L = 10.66' f DralrWe Easeffwnf (mss Makhrd Arora s N 041050137" E 48.67' , s 04`050'37" w y Lo 11 ± 2 1 ,4 38.30' D = 39014'06' 188 401 $ '� �,� L = 41.09' q• f • �4 c (Total) {� 4.325 acres . 7 � ;96 rs, h s 71o3s,5'„ W,81,9 e1,9. D = 379360181, L - 39.38' -D = 7017'44" L = 7.64' Lot 25 35,473 sq. ft. 0.837 acres N X2041,0 3 4 ' 0', f Lot 24 38,576 sq. f t. 0.886 acres N7 2041 69. 40 N >> Lot 23 33,232 sq. ft. 0.763 acres Conservation Easement (Shaded Area) s 72-.11, 2.41 '00''ll W o,�4j kh, Lot 22 34.075 sq. jt. 0.782 acres 1�o D N ,Jensens Inc. NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-- I THRU 20-30Ob--2O OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MININ4UM STANDARDS FOR.. SURVEYS AND MAPS IN THE _STATE OF CONNECTICUT" AS ENDORSED 8Y THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL ACCURACY CLASS "A-2" ,VERTICAL ACCURACY CLASS "T-3" AND INTENDED TO BE USED .,�OR'.''�(�Y�/I�SION APPROVAL. TO t�11. ff �1t3�:EI��E ksf0 BELIEF, THIS MAP 1S SUBSTANTIALLY CORRECT AS NOTED HEREON. L.S. 15466 2--03--09 MICF�►Iz1;'•L: '�`lvl".L,' REGISTRATION NO. DATE .Jensens Inc. Joan Sousa Gerard 4 Mary Gingras See Sheet #4 For Legend Conservation Easement Data Scale 1" loot 0 50 100 200 300 400 L N14 I kA- rellgpm CA G HijiRo .` A 101 Ma ry Z David Nelson TP 204 Stand— i 0 pipe A TP 203 Frank Mallo%y Ronald Z Monica Trust Stand—. -IP 102 Gibson TH 1 .,trx_ 0; David ig Jolle Stand pipe 3 \Nllken ,4-�$ son Z Jessica Y J,.i: _ Videll Stand— p # ipe 4 TH Town of Lot 2 Montville L�34F hampion Robin 4 Dano TP 205 Mortgage St. Pierre 4 Stbrid— X 4d' Pipe La 33 44 11.0 4 0" sQ Lot 34 1i 1 A 30 .3 Patrick Z Gina 0 Rodigou Std Sta pipe 12 n PIP Lat 14 aht { t reald TH Stand— pipe. # 7 U Lae U0 9 (3 tand— ipe # 8 LDI lbqz� LA �6 Stand— pipe # 13 Ma no TP 103 Fernandes TP 104 F Elizabeth Evans ................ in e Hector Martinez ........... .... ..... . . . . . . . . Lotted e 6 16 'M 6 Ll 0 Stand .M 64s Lat Is pipe 10 0 Lot is 0 LA* I a TP 105 ip 100 jr TIP 106 A I 7 Joan Sousa V 0 LA1djZ4 0 to 04f Le AD Gerard Z Nary — StandGingras 0 A� Leo a Ps TP 107 :0 NOTE: THIS SURVEY AND MAP HAS SEEN PREPARED IN ACCORDANCE WITH SECTIONS TP 108 20--300b-- I THRU 20-300b--20 OF THE REGULATIONS Of CONNECTICUT STATE AGENCIES Nanc,,Warsao "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS yTP 201 1 im 2#2 ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HOR17-ONTA-L t ACCURACY CLASS "D10 , VERTICAL- ACCURACY CLASS "T—Y AND INTENDED TO BE Ricky Klggonse,�, USED FOR Sy iON RE\,AEW lilt,, Jensens Inc. 4 To MY IEF, THIS MAP 15 SUBSTANTIALLY CORRECT AS NOTED HEREON. L.S. 15466 4/28/09 101&4k"_ L-lAgm., REGISTRATION NO. DATE 10 TESTH�..E/STANDPIPE LON., MON PLAN 9R L E 1.,.I,..0 GAY HILL ROAD MONTVILLE, CONNECTICUT RB43.j HEIM A XSSOC** INC* REM" 8-7--M CIVIL ENGINEERS — LAND SURVEYORS 9-25-09 10-05-09 1227 BURNSIDE AVE., SUITE 31 EAST HARTFORD, CT (560) 526- 1810 JOB NO. DATE: SCALE: DRAWN BY SHEET NO: 1455.31 1 7-3-09 1 111 = IW M.L.T. I ek Of 24 Scale 1" _- 40' 0 20 40 80 120 180 0 David 4 Jolle W11 ke n , II it9 Parcel -to be conveyed to the frown of Montville (shaded area) area 546 sq, ft. ow 1R o A ' � wrTr•r. .q, .... 'err► :..ac _ � �`I � --.:.'+-•-.....-,.,_�'ti - 0 -. Proposed 30' hong x 10` Wide Gravel Maintenance _, ?iP 204 Access Drive With la -I AV,~� i _ - } 101 ii -� ran TEST}iOLE DATA Test Pita Conducbd By Martinez—Couch Mary oaY1Ci sr Associates In 2007. Fite. Were Hand Dug -,..x. ♦� ' y Nelson TP #101 , nd-- ' N s % Perc Rate 1-10 Min./In. 1 $ 0-10" Topsoil 10-24" Dark Brown Sandy Loam f- 24-36" Sand Trace Of Silt No Ledge No Mottling TP #102 14 Perc Rate 1-10 Min./In. 0-10 Topsoil Drainage Easement 10-20" Dark Brown Sandy Loam Sightline Easement102 10-38" sand Trace Of Silt {Cross Hatched Area} (hatched area) Ledge No Mottling �ti� ` to be acquired from o E Frank H. Mallo ` N. 00 TP 103 y Trustee� . a ! 32 . , � Pic Rate 10-20 Min./in. ►. 0 o 0 TP 20 �0- 1 On Topsoil r.•:e -,© 10-22" Light Brown Sandy Loam N 1 0 0 , `�s 22-34" Sand Trace Of Silt No Legde No Mottling w�. New stone wall to tie TP #104 .. �' o a€ into existing walls using Pree Rate 10-20 U1 /in _ aimillar-- sure stones, 0-10" " Topsoil • ` , � � r< Width and height o 10-21 Brown Sandy Loam 'i 9 f wall 21--36" Sand Trace Of Sift to -match existing wall No Ledge Mottling a 24" ` Parcel "A" - hand too be conveyed to TP #105 -: Frank H. Malloy Trusted'} ` _ � II ��-- ,,,.-._.-.....°` E� Perc Rate 30-45 Min./In. area = 0.361 acres: 1 %740 aq. ft. �! � �` ! 0-8" Topsoil P6n # {Parcel subject to elope hta} 1! -` 8-220 Brown Sandy Loom s 22-36" Sandy Very Fine Sandy Sift Compact • -� Parcel ' A" is also subject Drainage • Stand_ a 2 ;� ;y � : No Ledge Mottling * 22" ...,... Easement in favor of the T wn ofontville �p F r eAl 1 TP X106 _ ! 1 Perc Rata 45-60 Min./In. ::. hot 40 t. ` :.._. ,- , •k.. Dralttags E e�ttnt k; I4� *:{ 0-8"Topsoil ;. a,P Hatch Ars¢. oesd 8-20" Brown Sandy Loam { 3 h 20-38" Sandy Very Fine Silt Compact No Ledge Mottling * 20" _ ::t Ryon Z Jessica 9 g E•.~ '., ':._.._ r: .. j Frank Malloy - ... y POO(TYP•• ` Vi dell TP #107 -20 Min./in. Perc rote 10 . 0-8" Topsoil 8-24" Light Brown Sandy Loam U. r - _' II s 24-38" Sand Trace Of Silt, Mod. Comp. TH 1 f `� No ledge No Mottling r:. r . ,... J� , TP #108 - '� Perc Rate 10 20 Min./In. 4.:...; o ', 0-10" Topsoil 81, ', 10-22" Light Brown Sandy Loam 22-36" Sand Trace Of Silt Mod. Comp. i � ;,- id Monica>...s • :.. _ , _ _;..__'_..° rt ''.`' ® j �"� ' } No Ledge No Mottling Ror'la 4 _ ._..._ f ; SO'n `� _:, s `♦ i, ;<. TP #100 (Test Pit Machine Dug) 0-8 Topsoil I 8-16" Orange Brown Sandy loom L z ot 1s or �`' � f `r Stand® ` =� t{ 16-77" Yellow Gray Sand, Sift, Trays Of tin 4'X81 Conc. Gallery cMo�inq''' f pipe (See Note) -`�-, Very Fine Slit, Compact f i for Roof Leodere ,.�:. 77-96" Coarse Sand Some Grovel, loose No Ledge Mottling o 24" Seepage * 24" � � }- "�..r-�-cr �J' � � i' .'Y. i. .�.� f- _;'1..., s '�^-..''cJ, - £: ji,...•- ,, p� `ter ,c r �,;.�^'. �.•} 2.�t { ''�' 1J' Ly '' _R :7 , :�_-. +..� ,'.hy, ..:.i! .,.if... rJe, _ 'i f :.r� s:i ..S ,i •. , £ _T,... .ii'... •. a S ,� � � i � ��jL � �/ r.r":-n r4-. 4L`• ,'y •v �� -�`q . - ' _ i if : J • Test Pits Conducted By ffichard Couch, PE & Peter TH 1 Utz. General Contractor On Nov. 28, 2007. P1% Hard Digging * 6a" Were Machine Dug Depth 118" No (edge 0-8 201 Topsoil Litter Lmries TH 2 Hard Rock * 48" 8-42" Yellow Light Brown Fine Sand Some Sift depth 111 " 42-70" Yellow Orange Grey Fine Sand Mod. Comp. No lodge Some Sifts 70--77" Yellow Olive Coarse Sand Some Cobbles TH 3 In Place Hard Pan, Excavated Very Frfable Hard Rock o 66" No Ledge Mottling * 42" No Water RootsTo 50" `Heavy Mottlings 301+ Dopth 134" TP #202 ° .No Ledge 0-8" Topsoil Litter Leaves 8-39" Yellow Fine Sand Some Silt Loose ' TH 4 39-4111 White Clive Med. Sand Mod. Comp. water * 36" 41-72" White Coarse Sand Some Cobbles in depth 130" Place Hard Pan Excavated Very Friable No Ledge No Ledge Motttfing * 39" No Water Roots To 41" TH 5 TP #203 Water * 7211 0--10" Topsoil Linter Leaves Depth 132" 10-36" Yellow Fine Sand Some Silt No Ledge 36-4111 Yellow Oliva Grey Med. Sand Some Silt 41-77" Olive White Coarse Sand In Place Bard TH 6 Pan Excavated Very Friable No Water No Legdo Mottling * 39" No Water Roots To 42" Depth 132" No Ledge TP #204 0-910 Topsoil Litter Leaves TH 7 9-30" Yellow Olive Sand Some Silt Depth 132" 0 30-431 Yellow Olive Grey No Ledge 43-74" Olive Medium Sand White Coarse Sand In Place Hard Pan Excaved Very Friable No Ledge Mottling * 30" No Water Roors To 41" TP #205 0-7" Topsoi Litter Leaves 7-28" Yellow Fine Sand Some Silt 28-43" Yellow Orange Gray Medium Sand 43-78" alive White Coarse Sand In Place Hard Pan Excavated Very Friable No Ledge Mottling * 28" No Water Roots To 43" TH Lot 3 h ? 01 wf 1 { i• f ` 'S4' t Light •. Fpm Pump] to Lof - ' �' '� . \O , it 33 I f :.: ��,_ r `, • ,'�� , Nor Town of r ___ - f�. � � . t ��.,- �• - ' `♦ •.Y. c _�. _ .r�.•r. - ......: o n �1 l I e Stand— f - ,� Lot 3V - � . t rs r `i.. - r © �� ' •�, / pips 4Lot f - i ..- Wt f p f • Q ;,a"• ,,.,,t "r •Y.'7. _ r,- _•'- • i `' 7I t NO Unit Of clemb bamplon s ` 2:'-• �, i � { `• r • - -.. `. Hyl• ®1 1 ti �:J �7 mortgage .. �:; .. ''.,,... • .. ';y • .. � �' P80cl"ow /revents .,; %• 3 � t •.Y-..',,,. ;: •;: �;� , :z: � v..,•` ,,..�• `; � � r fr� + sf•^`-� \ iii-"•:''�.'i�:i.3'L � � - _a € #'-• f �•-- - �Jf % `= € ti r � .� yr , � r` ` 1 ;;. t r n _ s I . r'•v.HJ �. r - �. , .. � � � i •�>~; �- � � ._t. i.w -A-4 £...• i ) � ' [ -r • ti '!L S :, r1 - a •', .rl! i i `11 Lr� (�l �-_. �. J...Y '7'7iti/ • _ l in Easement _ ', . :.. {, - ;' •., �; , ' is °:': _ ; .•r - .,. y Drainage Ess men •:� �� r,, � `�- � � .. Robin 4 Do't Cross Hatched Area' Si. Plerre x' r: , =±: jY ,: f �' r �� ' _ �'� Lot 40 'Tr k� s' �,.f , l•s ' \, f .,i. - r' SMO r "'7. "T'' •h.. r: /r � tr •� �- ? 4 7 i Development Notes: + 1. The Town of Montville Zoning Enforcement Officer and Wetlands Officer must be contacted for an MAP REFERENCE; "GAY HILL ROAD Su SIGN 120 GAY HiU.. ROAD MONTVti. LE inspection of the sediment and erosion control measures prior to the start of construction. 7. sewer mains, sewer laterals and force mains must be approved pipe from CONNECTICUT MARTINEZ. COUCH it AS490CIATES I„hC W SOUTH TURNPiKE ROAD See Sheet # I For Legend Tables x -A, Z -B and 2-D of the CT. Public Health Code's Technical Standards. WAL.i..INGFORD, CONNECICUT 064+92 LAND SURVEYORS - ENGINEERS - ENVIRONMENTAL 2, Markers shall be placed at the limits of the wetland areas on all lots CONSULTANTS JOB 26-Z34 DRAWNG NUMBER Z6 --Z34 BASEMAP.DWG DATE 7-23-07 8. The drainage outlet and well for each proposed lot must be staked by a Uicensed REV THRU 1 1--34-47 DRVW BY DDI_ SC. L -E AS N(MM." SITE GRADING AND DRAdNkGE MAP 3. A Right to Drain agreement Is to be signed by the property owner(s) of the properties to which surveyor to endure the required 25 feet eeperafing distance is maintained. on eaemertt 1s required.� SK BURLAXE LLC 9. Proposed pools are above ground. NOTE: THIS SURVEY AND MAP NAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 4. Proposed Wells To Be Restricted To Under 14 Gallons Per Minute Uniess The Well Is Located 75' 20-300b- i THRU ZO-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - - From Any Sewer i,.lne, 150' From A Sewerage Pump And 50' From Any Drain Or he Instructed By The 10. Concrete galleries from roof leaders to be a minimum Z5' downgradlont of "MINIUM STANDARDS FOR SURVEYS AND MAPS ill THE STATE OF CONNECTICUT" AS �` GAY HILL ROAD Most Current Connecticut Wealth Code Guidelines building foundation and 75' from proposed well location. ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A SUSDMSION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL /®���� CONNECTICUT ACCURAcy- -.#�t*",'`A-2" , VERTICAL ACCURACY CLASS "T-3" AND INTENDED TO BE " 5. Proposed E Sewer Systems, Model 2412: 154 Galion HDPE Tank And Pump Package Per Town Of 1 1. As represented on these pians lots 3,8,9,14,1 1,19,21,29,30,31 and 34 will � US k- Is`pR 8UBi1CV�tC�AI, APPROVAL. Montville CA Requirements. Provide A Weep Hole In The Pump Chamber Manifold To Allow The require sump pumps for footing drains. Footing Drains for remaining lots A HEREON. T �,L. HEI AS ., INC* Effluent To Return. No Effluent Is To Remain In The Force Main. No Floor Drains To Be installed In The Base- will flow by gravity. TO W K EME 'ANO BELIEF, THIS MAP IS SUBSTANTIALLYCORRECT S NOTED NE REwS� Ment Or Garage 6-26-09 CiVIL ENGINEERS -- LAND SURVEYORS t 7—Z7-09 6. Z" Crushed Stone (Z' x Z' x 6" deep) To Be Placed At Grade At Terminus Of Footing Drains To Prevent : � � � ;' L.S.7-09 1227 BURNSIDE AVE., SUITE 31 EAST HARTFORD, CT (660) 528-1610 Potential Erosion. ,' 90x05y .S. 15466 2-03-09 10-05--09 J06 NO. DATE: SCALE DRAWN BY SHEET N0: MICHAEL L. TARBELL REGISTRATION NO. DATE 10-20-09 1455.31 2-03-09 1€' = 40 M.L.T. 7 of 24 0 (Croes H dched Area)f' - _ j - ..J �,�..�-• ti* + �•' _ rz Aft 17r11ie t -PWVW 1b e `�� .,,y. -,r••.. +,.� (� ` � � � \ r Lot �:Z.�. .x. I.i�..i..�.:.1.i3 4C Nag •`� t'4' %5 N ET .#, . ■ " ..'Flr'"!'. _ /ft/lir'. ♦/ + + ++%'.+r J•t , '1 r /r r.rr t" f't,. r r f r ♦ ' 'i• _ .. .-t .:d tet- r'/' r- •r. J' `,. r ! A00im T MA\05 L t. _ .. ._ VPr - _ - ..:Y• r•f'�"+.., �'-'�,� ; t .. �.r•✓ - i •w•_a. �(�, I "i I 1 r _ S j4.jam+ L -r t ��/ `\ ...k . "A'- -z . y_:<� f` ® ! `FLIMlllbfr (� sty" Joon - i ; . `y 7' rid;"::'-, . - F' <•, s ID Sousa Ci r.yir .Jt F.i.. .h . d 't .rye J: ' ,.t I/ - - Q - �J," ; f f i• r.. .� ",�� '�..�, 3 {; f -+,y._ ._ 4 ` 16 - - -- t Loti z ! . .cera !' fl lilW r .,k'••;'a�.....�... ':> t t..�"/'�` ! // o� j Lof _I ! S.r .' S y s� :# :. .• it �,..ti "t"i� #� �', ! � r r.•'.s . - � � i { f Z .w�.,�/ , •„.. ; r 3 `�,•��,, --,..r >: 354.0 r - _ ::• :,..+ /'• ;r• �„�YW r f � - � '- 'i, •,, _.,,..,4;.. � £ , • ` ;" . -. �, • r - _ til � f" // f l f' ' '"1 ? r` r � Yom" i '`."1... � - � �oe.:r 10 ...'r i• _ ff I \` ! f t' " . !• e ' :'3.. SS •tr - # - _ Stand- •;: ^ i r: •� /f i. 4' `- Alpe # 10 355,0 -31 354 17 [ate Dmin L ot I I 'ik ma Pum Drainage Easement Cross Watched Area , _{ ;: /i ;' 'f - -,-•• i_ - `� ; +{- }.r (/�11{�] ( 'y_ _f'' t 1 t` i -f ' • �• i '• U `� i f� r .i~ 1 ~ ~_ t f , % 'Lot z 5 '!• Feaoiirag Drs ...� ,.0 + mp Pump) (dump Pump) �. r 4 - ; / Lot 18 r..,r .... r / +. •...+-..... ,...yam-.,..,.- - 'may.', .� t t tri L.. o f 19 V. VL t /^ - __ •t.. •rj �r. JL Il � 1 �J� �.'•`�...` A.� jS '�.« ... 1• ! -l�' _ f Joan TP 105 Lot : zr4 fir... t' ' - `•-'s .•. !' S V s r TP 100 // '' v _ r'- .ter .. r•..•.+.JY!1"_'>v"�.✓'..r�.•..� jf(/1 // /{i .++••.,t, `F Jj!' !2- . - �-,•. •'+-+••'w�„R L /f ld ,,� .. _ ... j^t-.. t /��j � i �! _ +y�Y• -+' � r 1 J •+�, 'i '••`t�.,�' {t L' - `r. )t,-•' (tel ; _i ' ° V F i r i TP 106 _ (fir+ `--_�, i ` :`: f tr� �''► ` peps B is.. ;` !`.`::' ''ij `}••. !, i of v►0 1 w.. "Special" iLtp _ i rap F al'1 `� �4 :d Ste Detail Sh. 24 i . For Cross Sectlorl \� r Ge0ard 4 Mary f` 'f + :� �. Y 1 rrConservation Lot ConservationEase1eit Lof z Matched Areah,, - /�c' t� , . f `r y f - �`, `- �'-'- � - �..�.. •,.� � Easement .�. ►' a-�aIf `+� _ �, �� �..: Matched Area l3<•`) '+=„ ,� ,; .�� J �J • �"�"-�-'�.r•+_.,,.•`'Y� ..'z.._`.� - .., ` � ) it - Jo_nSerls Inn Nancy Marsala z Ricky Klggrans ' ; . ,';`,�.1, `s ` sL .':•. £ _ �" ' '• `" ,..., � 1, � +! 0 'moi ••4-, fY -~'1, L.. i/ t Z Z 5` o� 3¢0 /�� 2 .tom mcdn V_ Concretei1, ' Headwall r, 'r� + .f •�� ' r1 + r iy "J�• / �` !' t . peceal" Rlprap 8 p '•, t �3ee Detail 9h, 24 i TP 107 O t '-� i _ 202.1 Ir' �)f� /`� p Q l /� t ( y Level �pt:�tadei .` ( '1 Or `.Ross section � V l I ® \_ R `- p•! -1L ••r. '.r -f }k Detail 6h. 20) �z' F d �,► Stands. _ Pondtt Jen'sens Inc. 3 P 20 lei V TW = 343,0 .f r ~+yam TaA 3 '' -rte JE �'' •.,� :fry' � r� .- . • `�.� _1V>r1 D ' ;dA Sole 1 " _= 40' ' Nancy Marsala Pro ed 17V Lo x 10' 0 20 40 80 120 160NI pOe Wide Gravel Maintenance _ -�� y.� Access Drive With 10' KI ars r {, , y g9 ,j :� -� Ot { t Paved Apron it Ricky _ f Development Notes; 1. The Town of Montville Zoning Enforcement Officer and Wetlands Officer must be contacted for an inspection of the sediment and ero*ion control measures prior to the start of construction. 2. Markers *hall be placed at the limits of the wetland areae on all Iota 3. A Right to Drain agreement is to be signed by the property owner(*) of the proper les to which an eaement is required. 4. Proposed Wells To Be Restricted To Under 10 Gallons Per Minutee Unless The Well Is Located 75' From Any Sewer Line, 15Cr From A Sewerage Pump And 50' From Any Drain Or he Instructed By The Most Current Connecticut Health Code Guidelines 5. Proposed E --One Sewer Systems, Model 2012; 150 Gallon HDPE Tank And Pump Package Per Town Of Montville WCA Requiremeent+e. Provide A Weep Hole In The Pump Chamber Manifold To Allow The Effluent To Return. No Effluent Is To Remain In The Force Main. No Floor Drains To Be Installed In The Base - Men# Or Garage 6. Z" Crushed Stone (2' x Z' x 6" deep) To Be Placed At Grader At Terminus Of Footing Drain@ To Prevent Potential Erosion. i 7, sewer mains, sewer laterals and force mains must be approved pipe from Tables 2--A, 2—�B and 2—D of the Cr. Public Health Code's Technical Standards. 8. The drainage outlet and well for each proposed lot must be staked by a licensed F surveyor to ensure the required 25 feet seperating dietance is maintained. 9. Proposed pool* are above ground. 10. Concrete galleries from roof leader* to be a minimum Z5' downgradient of building foundation and 75' from proposed well location. I I . As represented on these plans We 3 8.9,10,1 1,19,21,29,30,31 and 34 will require sump pumps for footling drains. Footing Drains for remaining dote will flow by gravity. Je nse ns Inc. MAP REFERENCE, GAY HILL ROAD SUBDIVISION I ZO GAY HILL ROAD MONTMLLE CONNECTICUT MARTINEZ CDLJCH d ASSOCIATES LLC 98 RUTH TURNPIKE ROAD Proposed 6O' Long x 10' WK LINGFORD, CONNECTICUT 06492 LAND SURVEYORS — ENGINEERS — EMARONMENTAL Wide Gravel Maintenance C DNSULTAN'TS JOB 26—Z34 DRAWING NUMBER 26-234 BASEMAP.OWG DATE 7-23-07 Access Drive With 10' REV THRU 1 1-30-07 DRAWN BY DDL SCALE AS NOTED." Paved Apron See Sheet #I For Legend NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b— I THRU zO-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINNUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL ACCURACY CWS " A-211 , VERTICAL ACCURACY CLASS "T-3" AND INTENDED TO BE USED FOR, -'SiJB[t1VY8�Jf�! APPROVAL. TO MY KN<J-F-flGE AW WIEF, THIS MAP 15 SUBSTANTIALLY CORRECT AS NOTED HEREON. ' L.S. 15466 2--03-09 DATE REGISTRATION NO. In V) ISO&V IIS' cam► \ 0 4.70X ' N + . Fe 2 kyv.M317AT \� N " r' PVI STA. 1 +00 � f1, i a PVI ELEV.=323.85 aLF Long Eby SpWway o \ °' \ `' '� \, �,s VMh pW Mp Kap PVI STA. 4+00 s \X ' on +2.92% LVC =100' +5.5 6 # �y FE I: - 3z 1.5 7 d Ce I ?r ` i 4VIt t .o jiix 0 FL=321.4 in +5.5X LVC=100+2.0% r - I Toro p .wft 'From FL=319.12 ou >rern -@ The 13' ; QAP 91orm PI" To ...... r The &I Son0ari- 4m In V) �= SMH 1 N + . C+7 N " r' PVI STA. 1 +00 � f1, i a PVI ELEV.=323.85 0.. W IA PVI STA. 4+00 on +2.92% LVC =100' +5.5 6 350 I CB .i. u rr• In to In �= SMH 1 .I.. + + 4 TF=321.75 r' - Inv:=315.62 i a to PVI STA. 4+00 Existing SMH A I CB .i. TF=321.0 Inv.=315.5 `•. + 41 TF=325;0 co TARBELL* 0 FL=321.4 in +5.5X LVC=100+2.0% r O m® FL=319.12 ou r Hca T a M ite _ Ian ±�N u rr• In to In N C .I.. + • J - i a to PVI STA. 4+00 �. L1. W PVI ELEV.=340.35 I ui M i Q= p 41 .,�.. rn co TARBELL* 03 LO �. +5.5X LVC=100+2.0% r O m® 6 1227 BURNSIDE AVENUE E. HARTFORD, CT.SUITE 3 1 T a mo° N co v Cq 04 • 05- Existing .Centerline # Grade v4 m 102LF 15"HDPE t� 0 4.QX �.. CB 3 SMH 2 TFac321.50 TF"332.21 ' 2 _Mim317.831n,out Inv.m324:67 C8 TF=321.50 0 3A Crop FL=318.0 out FE Tip=329:83 FL=322.0 FL=324,66 in C8 2 To C8 3 FL=322.15 out 2.4ir.f Off SDR 35 -30LF 15 "-HDPE .0 -SX : • O.5X 1- 0+00 10-20-09 10---05-09 9-25-09 6-7-09 6-26-09 SMH 3 TF=337.71 Inv.=327.67 CB 5 TF=335.02 FL=328:84 in,out CB 4 TF=335.02 FL=328.74 hoot G®. 5 To CB. 4 20LF 1511HDPE 9 0.5X 1 +00 2+00 3+00 4+00 RHH RHH MLT 02- 12-09 1455 Scale 1" = 40' 0 20 40 80 120 160 n in +40 CO 00 fn n e a PVI STA. 8+25 N PVI STA. 9 +25 PVI ELEV.=348.85 V PVI ELEV.=347.85 HIGH POINT =348.52 LOW POINT =348.10 W +2.0% Lvc=100' -1 •oX -1.0% LVC=100 _- Proposed enterllne Grade :.... Cn(n 78 LF Twin 24" HDPE *0.5% FL=344.4 in FL=344.01 out: CB 7A To C8 .8 m 52LF 15 HDPE o 0.5% n C8 8 To CB 16 PE • ' .•fl 72LF 15" HDPE • 0.5% C8 6 1rosLf TF=344.27 FL=33$:89 in,aut + TFC8 8 7=347:94 C8 7®.°.FL '342.99 in,out . TF=344.27 0 cn FL=338.99 - r CB7ToCB6 -20LF 15" HDPE 4 0.5X C8 5ASMH 4. Drop -FL=335.59 in.out TFu*34.66 a N C pP Y f J - i a Q= p 6+00 co TARBELL* 03 h INC. O m® ENGINEERS 1227 BURNSIDE AVENUE E. HARTFORD, CT.SUITE 3 1 S M + a o ±�N 41 + O) ` C c0H V_ O v Cy v Q e- •- $ V_ Ci• r En _- Proposed enterllne Grade :.... Cn(n 78 LF Twin 24" HDPE *0.5% FL=344.4 in FL=344.01 out: CB 7A To C8 .8 m 52LF 15 HDPE o 0.5% n C8 8 To CB 16 PE • ' .•fl 72LF 15" HDPE • 0.5% C8 6 1rosLf TF=344.27 FL=33$:89 in,aut + TFC8 8 7=347:94 C8 7®.°.FL '342.99 in,out . TF=344.27 0 cn FL=338.99 - r CB7ToCB6 -20LF 15" HDPE 4 0.5X C8 5ASMH 4. Drop -FL=335.59 in.out TFu*34.66 a SMH 5 TI" =348:26 Inv.=332.4 CB 78 To C8 7A 20LF 151fHDPE- o 0.5X CH 78 TF=347.72 FL=343.35 • CB 7A - TF=34.7.. • 72 FL=343.25 in;out r61 Cn SMH 6 Drop TF=348.87 u� Inv.=339:83 S Inv.=333.76 E & N A • �► Mwom k4ONkHkN DR I'VE �� • •• PROPOSED ROhD f s MONTMLLE, CONNECTICUT 13OLF 15"HDPE • 1.0X A" �CB9ToCB10 32LF 15" HDPE • 0.5% C8 1.0 CB 1 o To CB 16. TF=348.97 55LF 1511 HDPE * -0.5X FL=342.74 in,out CB 11 TF=350).52 CB 9 FL=344.30 TF=349.22 FL= 342.90 - in, out CB 12 TF=350.52 FL=344.20 in,intout ' Lof 13 �x Ce II 104L.F 15"HDPE * 1.0% 1 g N SMH 7 TF=351.00 Inv.=341.96 11 9L 8" SdR 35 * 1.0% Im 350 1� � 310 11+00 1 z+00 ____13+00 PLAIy ,8 PROFILE MONXHXN DR IVE 10 94 Inv.�331.p S lnv.=329.25 E,N pP Y f - i a 5+00 6+00 7+00 TARBELL* HEINTZ 4 ASSOCIATES INC. SURVEYORS 4 CIVIC. ENGINEERS 1227 BURNSIDE AVENUE E. HARTFORD, CT.SUITE 3 1 8W :528- 1810 SMH 5 TI" =348:26 Inv.=332.4 CB 78 To C8 7A 20LF 151fHDPE- o 0.5X CH 78 TF=347.72 FL=343.35 • CB 7A - TF=34.7.. • 72 FL=343.25 in;out r61 Cn SMH 6 Drop TF=348.87 u� Inv.=339:83 S Inv.=333.76 E & N A • �► Mwom k4ONkHkN DR I'VE �� • •• PROPOSED ROhD f s MONTMLLE, CONNECTICUT 13OLF 15"HDPE • 1.0X A" �CB9ToCB10 32LF 15" HDPE • 0.5% C8 1.0 CB 1 o To CB 16. TF=348.97 55LF 1511 HDPE * -0.5X FL=342.74 in,out CB 11 TF=350).52 CB 9 FL=344.30 TF=349.22 FL= 342.90 - in, out CB 12 TF=350.52 FL=344.20 in,intout ' Lof 13 �x Ce II 104L.F 15"HDPE * 1.0% 1 g N SMH 7 TF=351.00 Inv.=341.96 11 9L 8" SdR 35 * 1.0% Im 350 1� � 310 11+00 1 z+00 ____13+00 PLAIy ,8 PROFILE MONXHXN DR IVE 10 94 F 370 Scale 1 40' 0 20 40 80 120 160 N 0 N CO D R +00 +4 C4 00 PVI STA. 14+70 PVI ELEV. =353.30 w I +1.OX LVC= 100' +3.OX Proposed Centerline Grade. C* X 104 F 15otHIDPE 1. .0 . % SMH 9 7=3530-80 -Inv.=347.95 to CB- 15: Type IT -L" TFm*.35.1..5 Inv.=348.35 Existing Grade Existing Centairline SMH 10 7=358.0 lnv.=352.0 CB 1.1 CO 13 CB 1.4 Scale 1 40' 17+00-A 0+00 AD lr. 4) TARBELL, HEINTZ 4 ASSOCIATES + M 0 U) (0 + TF*c350-52 TF=351.62 TFzm351-62 C, 0 C8'15 To 7 +00 1227 BURNSIDE WENLIF E. HARTFORD, MSUITE SI W Grads' M M 0 a M D E NNIS FLm344.30 Proposed Centerline Grade. C* X 104 F 15otHIDPE 1. .0 . % SMH 9 7=3530-80 -Inv.=347.95 to CB- 15: Type IT -L" TFm*.35.1..5 Inv.=348.35 Existing Grade Existing Centairline SMH 10 7=358.0 lnv.=352.0 370 �•m .350 330 1 4 CB 1.1 CO 13 CB 1.4 Scale 1 40' 17+00-A 0+00 1+00 2+00 0 20 40 so 120 160 TARBELL, HEINTZ 4 ASSOCIATES INC* 0 U) (0 + TF*c350-52 TF=351.62 TFzm351-62 C, Existing Centerline C8'15 To 7 +00 1227 BURNSIDE WENLIF E. HARTFORD, MSUITE SI 860 Grads' M M 0 a M D E NNIS FLm344.30 FL=345.34. FLw345.24 in,out M STA. 3+00 PA EUV.=340.66 F0 - D RI OLF 15"HDPE a 0.5% E CS 12 TF=350.52 ®1.0x C 13 To C8 14 -2.0%1 ltl FE 7 FL=348.0 V 0 FLmK344.20 in,in out 2OLF"15"HDPE * 0.5X 'I;MH 7 SKM 8 ' TI~ =351.0 -TF*w352 20 InY4=341.06 Inv.=34, SA 5 I ?.+C* 14+00 15+00 16+00 10-20-09 09 RHH RHH MLT 10-05-09 9-25-09 8-7-09 6-26-09 02-12-09 1455 370 �•m .350 330 1 4 165LF • -21% TP 104 d (8ft 04WO SK 24) Are Defti6 on u ija sy IQ' #0 R A Scale 1 40' 17+00-A 0+00 1+00 2+00 0 20 40 so 120 160 TARBELL, HEINTZ 4 ASSOCIATES INC* 0 U) (0 + ul) (D SURVEYORS i CIVIL ENGINEERS" C, Existing Centerline Proposed Centerline +00 1227 BURNSIDE WENLIF E. HARTFORD, MSUITE SI 860 Grads' M M 0 a M D E NNIS w M STA. 3+00 PA EUV.=340.66 F0 - D RI V E ®1.0x Lvc= 100 -2.0%1 165LF • -21% TP 104 d (8ft 04WO SK 24) Are Defti6 on u ija sy IQ' #0 R A PD 17+00-A 0+00 1+00 2+00 3+00 TARBELL, HEINTZ 4 ASSOCIATES INC* + SURVEYORS i CIVIL ENGINEERS" C, Existing Centerline Proposed Centerline N 1227 BURNSIDE WENLIF E. HARTFORD, MSUITE SI 860 Grads' Grode0 M 0 \W. 11 41 M 0 4) Q + ltl V 0 165LF • -21% TP 104 d (8ft 04WO SK 24) Are Defti6 on u ija sy k IL 0 + C B 2,3 -* 0 TF=339.66 X SMH 16 FL=336.1 0 TF=340.54 Inv.=331.05 SMH 17 CB 24- TF=337.46 TF=339.66 Inv.=3.32.0 FL=336.00 in,out C6 25 Dbl. CS 23 To CS 24 T- =336.4 20LF 15"HDPE e 0.5% FL=334.0 in,out SMH.- 4 Drop TF=343.66 1nv.=331.'0 S 1nvim329.25 E,N 330 310 IQ' #0 R A Z� g R ;tl R x 17+00-A 0+00 1+00 2+00 3+00 TARBELL, HEINTZ 4 ASSOCIATES INC* PROPOSE6 ROW SURVEYORS i CIVIL ENGINEERS" MONAHAN DRIB i DENNIS DRIBHoaa"tOil I" m 40' 1227 BURNSIDE WENLIF E. HARTFORD, MSUITE SI 860 N MON1\4-I..E, CONNECTICUT 4441� \W. 11 41 M 4) Q + ltl k IL 0 + C B 2,3 -* 0 TF=339.66 X SMH 16 FL=336.1 0 TF=340.54 Inv.=331.05 SMH 17 CB 24- TF=337.46 TF=339.66 Inv.=3.32.0 FL=336.00 in,out C6 25 Dbl. CS 23 To CS 24 T- =336.4 20LF 15"HDPE e 0.5% FL=334.0 in,out SMH.- 4 Drop TF=343.66 1nv.=331.'0 S 1nvim329.25 E,N 330 310 IQ' #0 R A Z� g R ;tl R x 17+00-A 0+00 1+00 2+00 3+00 TARBELL, HEINTZ 4 ASSOCIATES INC* PROPOSE6 ROW SURVEYORS i CIVIL ENGINEERS" MONAHAN DRIB i DENNIS DRIBHoaa"tOil I" m 40' 1227 BURNSIDE WENLIF E. HARTFORD, MSUITE SI 860 528-1810 MON1\4-I..E, CONNECTICUT 4441� \W. 11 41 M L.. "Special" Riprap Top Berm Elov.=337,5 Bottom- Basin Elev. =332.0 FE #5 F I L=333.92 1 6LF 15111RCP 9 0.5% P"N 4 PROFILS MONWAN DRIVE 4 DENNIS DRIVE K01 CEI 8 To CEI 16 72LF 15"HDPE 0 1-00 10-z0-09 10-05-09 9-25-09 0-7-09 6-26-09 Scale 1" = 40' 0 20 40 80 120 160 CB 10: To. C8 16 - - 55LF 15"HDPE 0 0i57 CB 16 TF=347.99 i" L=342.46 1510FIDPE NqS FL='3.42.21 1 S"HDOE'.E SHAH 8 Drop YFft348.87 lnv,=333.16 E,N 0 r'.. N. 04 to + • PV1 STA. 2+70 � PV1 ELEV. =346.17 -i w LOW POINT = 346.42 Lu -1.0% LVC = 100' +1.0 ?S*' OX e Ct 0 r%- 0 rl- V-- U'j v- u') •+rte + N PVI STA. 4+60 d �! PVI ELEV.=348.07 HIGH POINT = 347.82 +1.0% LVC= 100 1 -1.07 CEI 17 7=346004 0 v Doca U-) •N 04* C 0 0 0 + 0 oto o M m 0 % Grade .0 0 CB 10: To. C8 16 - - 55LF 15"HDPE 0 0i57 CB 16 TF=347.99 i" L=342.46 1510FIDPE NqS FL='3.42.21 1 S"HDOE'.E SHAH 8 Drop YFft348.87 lnv,=333.16 E,N 0 r'.. N. 04 to + • PV1 STA. 2+70 � PV1 ELEV. =346.17 -i w LOW POINT = 346.42 Lu -1.0% LVC = 100' +1.0 ?S*' OX e Ct 0 r%- 0 rl- V-- U'j v- u') •+rte + N PVI STA. 4+60 d �! PVI ELEV.=348.07 HIGH POINT = 347.82 +1.0% LVC= 100 1 -1.07 !"A STMH ;$° STMH 3 / I - - .111* Io.140LFHDPE 0 5X I III �t 25 SM 14 n�p CEI 17 7=346004 U-) •N 04* Existitig Centertins + 0 0 oto FL=w342.02 00 Grade .0 0 TF=3470-66 • P-. Von) CA -w C'4 In'v.m336.74 -Ce 18 S#OH 1.2 C4 VmtM 6.04 TF=347,22. + - FL=341.92 im,out lnv.=336.0 SIMM 2 TFw346.35 CB 18 To STMH 2 FL"341,64 15". HDPE E SIGH 11 65LF 1511HDPE 9''0.5% FL= 141:39 1 8"HDPE W,$ TF=346.45 CB 17 To -cc I a 164LF 1-8"HDPE *.o,.5X Inv.w335.28 201-F 15"HDPE 0.5X !"A STMH ;$° STMH 3 / I - - .111* Io.140LFHDPE 0 5X I III �t 25 SM 14 n�p Cm + (n Proposed Cehterflne AMA Grade CM SMM 14 TIF**346--047 lnv.=337.46 Scale 1 40' 0 20 40 80 120 160 23OLF 15##14DPE * 006X PROPOSED ROW BEk'%ftmo%fo1fN iANE MONTVIL.L.E. CONNECTICUT CB 19 TF=s344.34 Mw 34-1. 18 CEI 20 - TF=344.34 FL=341.08 in.out C9 19 To C8 20' .20LF 15"'HDPE * 0.5X CEI 17 7=346004 U-) •N 04* SIH 13 0 0 oto FL=w342.02 .0 0 TF=3470-66 CA -w In'v.m336.74 -Ce 18 S#OH 1.2 VmtM 6.04 TF=347,22. - FL=341.92 im,out lnv.=336.0 SIMM 2 TFw346.35 FL"341,64 15". HDPE E SIGH 11 FL= 141:39 1 8"HDPE W,$ TF=346.45 CB 17 To -cc I a Inv.w335.28 201-F 15"HDPE 0.5X 1+ 40-% p �'` C'� b K. D Z+00 3+00 4+00 5+00 6+0( RHM KH14 MLT Torbell, HeIntt it XosoCloits Inc* SURVEYORS 4 CIVIL ENGINEERS oz- 12-09 1455 ":T 1- 1227 BURNSIDE AVENUE E. HARTFORD, CT.SUITE 31 860 528 - 18 10 Cm + (n Proposed Cehterflne AMA Grade CM SMM 14 TIF**346--047 lnv.=337.46 Scale 1 40' 0 20 40 80 120 160 23OLF 15##14DPE * 006X PROPOSED ROW BEk'%ftmo%fo1fN iANE MONTVIL.L.E. CONNECTICUT CB 19 TF=s344.34 Mw 34-1. 18 CEI 20 - TF=344.34 FL=341.08 in.out C9 19 To C8 20' .20LF 15"'HDPE * 0.5X I SMH 15 TF=343.07 Inv.=339.5 45LF 1811HDPE • .0-45% C8 21 Dbl. (Type 11) TF=342.50 FL=339-70 in 1511HDPE FL=339.45 out 18".HDPE 9+00 FROFU HOWL 10 40 MT. I' 4' NN FE 6 FL=339.0 45LJF 1 808RCP * 0-5x S1,UH 5 TFI=342.5 FL -m339-.23 -hout 10+00 1 1 +00 KAN i PROMS BEACON -ANE U-) •N 04* 0 0 oto .0 0 CA -w I SMH 15 TF=343.07 Inv.=339.5 45LF 1811HDPE • .0-45% C8 21 Dbl. (Type 11) TF=342.50 FL=339-70 in 1511HDPE FL=339.45 out 18".HDPE 9+00 FROFU HOWL 10 40 MT. I' 4' NN FE 6 FL=339.0 45LJF 1 808RCP * 0-5x S1,UH 5 TFI=342.5 FL -m339-.23 -hout 10+00 1 1 +00 KAN i PROMS BEACON -ANE For Detail) w f Grading And Drainage Notes: Sightline Easement o 1I. Ali Areas Are Graded To Provide Positive Drainage. Ponding On An Pavements Will Be Cause For Removal And Scale 1" = 40' (hatched area} ��� 9 9 Y o zo 40 so 120 Sao to be acquired from a t Wet Pond Vegetation Replacement. �� ` Plantings Are Described 2• Areas With Slopes Steeper Than 3:1 Horizontal:Verticol Shall Receive Jute Mesh Stabilization. Frank H. Malloy Trustee 00 3. Start All Storm Drainage Work At The Lowest Point Downstream And Work Upstream Through The System. 0 320 On Sheet ZZ 9 P 9 Y ao° 3 �� 3� °, 4. Clean All Structures Including Sumps And Conduits Upon Substantial Completion. Storm Water Pipes And Structures David Z ,,Jolie Wilken �� i; To Be Left Clean For Owner. 00 �• 5. All Work Shall Comply With Connecticut DDT Form 816 "Standards SpecificationsFor Roads Bridges And Incidental Construct I' Wide x z' Deep tiw kA InsfW1 North American Construction" Latest Edition As A Minimal Acceptable Standard. 6. Indicated Underground Utilities Are Based On Actual Field Locations, owners Comments, Avallabe Notes And Ma With 3; I Max. Slope Grass Swale. � . �� f `�' �` Green C l Z5 Erosion 9 Piling �' ° •v Control Blanket Or BY Others. The Locations Are Approximate And All Utilities May Not Be Shown. Prior To Any Construction The Rein farce With North American Contractor Shall Call 1-800-922-4455 And Have All Utiitties Marked On The Ground. Green Permanent Net Blanket C I Z5 _ s Approved Equal j �: 7. The Registrant listed on the State of Connecticut General Permit Registration Form for the Discharge of Stormwater Or Equal To Prevent Soil Erosion' and Dewatering Wastewaters from Construction Activities shall comply writh all elements of Section 16.3 of the Town �� �� ` Silt Fence of Montville Zoning Regulations concerning soli erosion and sediment control. Parcel A — hand to be conveyed to - r; 8. The Registrant shall supply a copy of the Regiefration under the State of Connecticut General Permlt for Frank H. Malloy Trust.-Yp•} the Discharge of Stormwater and Dewatering Wastewaters from Construction Activities to the Zoning Enforce— area = 0.361 acres: I "t 40 sq. ft. i `� ment Officer of the Town of Montville together with all amendments thereto and together with they then current l t �� �': (Parcel subject to slope eights) �I - Stormwater Pollution Control Plan which was submitted to the State of Connecticut Department of Environmental *� ti Protection in conjunction with the state permit registration. Parcel "A" 1s also subject 'til Drainage ,� } �~'� 9. The State o Connecticut General Permit Re istration Number and the t w Easement in favor of the Tdwn of Montville � j � '� -- Temporary f 9 S orm bier Pollution Control Plan for the --� project depicted hereon shall be submitted to the Town of Montville Planning Office prior to the issuance of any i Stockpile zoning permit or the start of any construction in conjunction with development of the subdivision depicted hereon. • .#} =K- ". i • i , of 4� r - Area (Typ.) 10. The Registrant shall provide a copy o f the Stormwater Pollution Control Plan to all contractors or developers '.'. _..., Drathage semens p conducting construction activities on individual lots or structures within the subdivision depicted hereon, regardless of ownership. All such contractors and developers shall endorse the Stormwater Pollution Control Plan and agree to ` '=< comply with the terms and provisions thereof. Copies of any certifications required pursuant to this subparagraph E Frank Malloy to �, '::F. 1r Rya.n 4 Jessica =; Y p. ` shall be delivered to the Town of Montville Planning Office within seventy—two (72) hours of execution. Y ... Trust Install Silt S ek r----- Videll 11. The Registrant shall amend the State of Connecticut Stormwater Pollution Control Plan and the Town of Montville ® ° d ~- -�: Erosion and Sediment Control Plan whenever there is a chane in contractors or subcontractors performing work on In All Pro deed / Ya•t the project g p f 9 p ject depicted hereon, or a change in design, construction, operation or maintenance at the protect depicted Catch 8 stns hereon which has the potential for the discharge of pollutants to the waters of the State of Connecticut; and which has not otherwise been addressed in the State of Connecticut Stormwater Pollution Control Plan and the Town of Montville Erosion and Sediment Control Plan; or if the actions required by either of said plants fail to prevent pollution. L, k ndividual building Tots depicted hereon are conveyed or otherwise the responsibility of another contractor, the I f i �. • Y t �� o individual lot contractor shall be required to comply with the provisions of the State of Connecticut Stormwater �.• ;-_j Pollution Control Plan and the Town o Montville Erosion and Sediment Control Plan and Narrative regardless , f of the size of the disturbed area. The Registrant shall provide a copy of both the State of Connecticut Stormwater Pollution (/��.� Control Plan and the Town of Montville Erosion and Sediment Control Plan to each such contractor. R OV. l d Monica Y e_....' `' '" I �`� ✓ 13. Violation of the State of Connecticut Stormwater Pollution Control Plan, the Town of Montville Erosion and Sediment lbson ��- �= �.- � ' - . 4 r } Control Plan or the requirements o Section 16 3 o the Zoning R ��' - t ��,• �} q f f ng tguiations of the Town of Montville shall be cause t li °: l Install Anti—Track tM a `± { { ' ' '-.r: t' 8 '� or the revocation o "•_ ``. °°'�-�-''•`"••- v Prior To Developm t"��,,. t '� f f any zoning permit authorizing construction contemplated by this subdivision plan. I..01' On Proposed Den 14. All etormwater quality inspection reports prepared in order to comply with either the State of Connecticut Stormwater insi nti—Track P Pollution Control Pian or the Town of Montville Erosion and Sediment Control Plan must be prepared by a "Qualified ad Priar To Phase 41 Forgo Conc. LdGallery p. Drive Person' A "Qualified Person" for purposes hereof, is defined as an independent consults professional engineer, F ` `r•' d Development On (See Note) `,: ! �` 4 ti T J soil scientist, certified professional atormwater quality inspector or certified soil erosion control specialist. 4. r' Lo 3 PO OF Of 3 Lot 2fj I i Y• S !• T 3 / .5'� i t t t. _� F' r, i �, -, ;, _, r �� Y Town of / � �_�',;:�'��� •� } ��. _ -. :tt, -{a41 t,•r+e•k •,`c •x'� -!f' .S ®1 �� wi• - 1� a•°�". i' _:x X -M YOU N•. � '�!• ��Q tL .'r:.. .t r'• � / : Sft 2'- l•;'.J Jt5 ';t ° ' 1 � � t� � .. •�_. Sf � y„ir- d' t ( F / / h { ' s i �. tis `%,..A ' S. }/ • J (d t` �' x f; t F. r lot AVNs `•. '',•1'i '- , .Lt ri •�':` sl .`r ...r`}_ ✓�f' j l t - !, MW 'fes? '? - - -'-• r.• ' . F , Y 1 y _ f A i t A 2' .' ' a` •. 1. . f, e Robin i D a n q" R St. Pierre4P ''. '• %?-.. 1 MAP REFERENCE; "GAY HILL ROAD SUBDIVISION 120 GAY HILI.,. RtAAD MONTVILLE CONNECTICUT MARTINEZ COUCH it ASSOCIATES LLC 98 SOUTH TURNPIKE ROAD INGFORD, CONNECTICUT 06492 LAND SURVEYORS — ENGINEERS — ENVIRONMENTAL CONSULTANTS JOB 26-234 DRAWING NUMBER 25-234 BASEMAP.DWG DATE 7--23-07 R -V THRtt 111 — 30-'-07 DRAWN BY DDI,. SCALE AS NOTED." 9 � t r i i { F l �I �.F l i ` Al +i ` t f� ra_.._ !. '£ r. til 4Ch a 1 i 1 / ! 1 .,_J �g�• - r} Lot eti• , .�tl 'Y `='%ri '� - .�._ .. .. '.wti..'.a.- !i.. -r �. r t I r4 ff,% "0. ,-%A.- '1 f tf - S ' Development Notes: I. The Town of Montville Zoning Enforcement off Icer and Wetland Officer must be concocted for an inspection of the sediment and erosion control measure* prior to the start of construction. 2. Markers shall be placed at the limits of the wetiond areas on all lots 3. A Right to Drain agreement in to be signed by the property owner(*) of the properties to which an easement Is required. Pond Maintenance: 1. lnsptct Working Conditions Of Outlet Structure(*), Remove Accumulated Silts And Debris Twice A Year 2. Moor gain Except Wet Pond At Least Twice Annually Maintaln Rip Rap Area At Inlet And Outlet Structures �y:4 I Y; r { Lot A01r NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS AND PP20-30Ob- I THRU 20--300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIESEROSIoN SEDIMENTATION i "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS `4 ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A = SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL : tir f ' 9R BUR LXK E LLC ACCURACY CLASS "A--2" , VERTICAL ACCURACY CLASS "T--3" AND INTENDED TO BE _ ;�. USED FOR SUBDIVISION APPROVAL.el/ {{ - GAY HILL ROAD TO MY\\K,1.9-6 AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ' ..�..�. • MONTVILLE, CON N ECTI C _ TAR BELS., H INTZ i ASSOC#$ IN( y L. S. 15466 2--03--09 REV1S 7-09 8 - CIVIL ENGINEERS --- LAND SUR\O C'14E.I..'L:' TeFi L REGISTRATION N0. DATE 9-25-49 10-05-09 l 2Z7 BIIRNSIDE AVE., SUITE 31 FAST HARTFORD, CT (8 +. Install Hay bole Parcel to be conveyed :sandwich Barrier to the Town of Montville (See Shy of t For Detail) (shaded area) QA0 area =546 sq• f t. Track E O o, Proposed 30' h." x 10' # Wide Gravel Maintenance ._.._ i.: t Access Drive With IO' ' -apron "� Mary i Da V d ..t:r _., _ hired EW . row► Nelson -: �_-' /Trash Ra ack Proposed Temporary Sediment }.` . Inst&_,Hay Bale Basin Vft Perforated Pipe Inlet '. Sandwic Barrier ;. N , , w _ And Siltation Fence Baffle Ring (See Sheet 22) ' In Front 0f 'flared End (See Sheet Z2_. For Detail) w f Grading And Drainage Notes: Sightline Easement o 1I. Ali Areas Are Graded To Provide Positive Drainage. Ponding On An Pavements Will Be Cause For Removal And Scale 1" = 40' (hatched area} ��� 9 9 Y o zo 40 so 120 Sao to be acquired from a t Wet Pond Vegetation Replacement. �� ` Plantings Are Described 2• Areas With Slopes Steeper Than 3:1 Horizontal:Verticol Shall Receive Jute Mesh Stabilization. Frank H. Malloy Trustee 00 3. Start All Storm Drainage Work At The Lowest Point Downstream And Work Upstream Through The System. 0 320 On Sheet ZZ 9 P 9 Y ao° 3 �� 3� °, 4. Clean All Structures Including Sumps And Conduits Upon Substantial Completion. Storm Water Pipes And Structures David Z ,,Jolie Wilken �� i; To Be Left Clean For Owner. 00 �• 5. All Work Shall Comply With Connecticut DDT Form 816 "Standards SpecificationsFor Roads Bridges And Incidental Construct I' Wide x z' Deep tiw kA InsfW1 North American Construction" Latest Edition As A Minimal Acceptable Standard. 6. Indicated Underground Utilities Are Based On Actual Field Locations, owners Comments, Avallabe Notes And Ma With 3; I Max. Slope Grass Swale. � . �� f `�' �` Green C l Z5 Erosion 9 Piling �' ° •v Control Blanket Or BY Others. The Locations Are Approximate And All Utilities May Not Be Shown. Prior To Any Construction The Rein farce With North American Contractor Shall Call 1-800-922-4455 And Have All Utiitties Marked On The Ground. Green Permanent Net Blanket C I Z5 _ s Approved Equal j �: 7. The Registrant listed on the State of Connecticut General Permit Registration Form for the Discharge of Stormwater Or Equal To Prevent Soil Erosion' and Dewatering Wastewaters from Construction Activities shall comply writh all elements of Section 16.3 of the Town �� �� ` Silt Fence of Montville Zoning Regulations concerning soli erosion and sediment control. Parcel A — hand to be conveyed to - r; 8. The Registrant shall supply a copy of the Regiefration under the State of Connecticut General Permlt for Frank H. Malloy Trust.-Yp•} the Discharge of Stormwater and Dewatering Wastewaters from Construction Activities to the Zoning Enforce— area = 0.361 acres: I "t 40 sq. ft. i `� ment Officer of the Town of Montville together with all amendments thereto and together with they then current l t �� �': (Parcel subject to slope eights) �I - Stormwater Pollution Control Plan which was submitted to the State of Connecticut Department of Environmental *� ti Protection in conjunction with the state permit registration. Parcel "A" 1s also subject 'til Drainage ,� } �~'� 9. The State o Connecticut General Permit Re istration Number and the t w Easement in favor of the Tdwn of Montville � j � '� -- Temporary f 9 S orm bier Pollution Control Plan for the --� project depicted hereon shall be submitted to the Town of Montville Planning Office prior to the issuance of any i Stockpile zoning permit or the start of any construction in conjunction with development of the subdivision depicted hereon. • .#} =K- ". i • i , of 4� r - Area (Typ.) 10. The Registrant shall provide a copy o f the Stormwater Pollution Control Plan to all contractors or developers '.'. _..., Drathage semens p conducting construction activities on individual lots or structures within the subdivision depicted hereon, regardless of ownership. All such contractors and developers shall endorse the Stormwater Pollution Control Plan and agree to ` '=< comply with the terms and provisions thereof. Copies of any certifications required pursuant to this subparagraph E Frank Malloy to �, '::F. 1r Rya.n 4 Jessica =; Y p. ` shall be delivered to the Town of Montville Planning Office within seventy—two (72) hours of execution. Y ... Trust Install Silt S ek r----- Videll 11. The Registrant shall amend the State of Connecticut Stormwater Pollution Control Plan and the Town of Montville ® ° d ~- -�: Erosion and Sediment Control Plan whenever there is a chane in contractors or subcontractors performing work on In All Pro deed / Ya•t the project g p f 9 p ject depicted hereon, or a change in design, construction, operation or maintenance at the protect depicted Catch 8 stns hereon which has the potential for the discharge of pollutants to the waters of the State of Connecticut; and which has not otherwise been addressed in the State of Connecticut Stormwater Pollution Control Plan and the Town of Montville Erosion and Sediment Control Plan; or if the actions required by either of said plants fail to prevent pollution. L, k ndividual building Tots depicted hereon are conveyed or otherwise the responsibility of another contractor, the I f i �. • Y t �� o individual lot contractor shall be required to comply with the provisions of the State of Connecticut Stormwater �.• ;-_j Pollution Control Plan and the Town o Montville Erosion and Sediment Control Plan and Narrative regardless , f of the size of the disturbed area. The Registrant shall provide a copy of both the State of Connecticut Stormwater Pollution (/��.� Control Plan and the Town of Montville Erosion and Sediment Control Plan to each such contractor. R OV. l d Monica Y e_....' `' '" I �`� ✓ 13. Violation of the State of Connecticut Stormwater Pollution Control Plan, the Town of Montville Erosion and Sediment lbson ��- �= �.- � ' - . 4 r } Control Plan or the requirements o Section 16 3 o the Zoning R ��' - t ��,• �} q f f ng tguiations of the Town of Montville shall be cause t li °: l Install Anti—Track tM a `± { { ' ' '-.r: t' 8 '� or the revocation o "•_ ``. °°'�-�-''•`"••- v Prior To Developm t"��,,. t '� f f any zoning permit authorizing construction contemplated by this subdivision plan. I..01' On Proposed Den 14. All etormwater quality inspection reports prepared in order to comply with either the State of Connecticut Stormwater insi nti—Track P Pollution Control Pian or the Town of Montville Erosion and Sediment Control Plan must be prepared by a "Qualified ad Priar To Phase 41 Forgo Conc. LdGallery p. Drive Person' A "Qualified Person" for purposes hereof, is defined as an independent consults professional engineer, F ` `r•' d Development On (See Note) `,: ! �` 4 ti T J soil scientist, certified professional atormwater quality inspector or certified soil erosion control specialist. 4. r' Lo 3 PO OF Of 3 Lot 2fj I i Y• S !• T 3 / .5'� i t t t. _� F' r, i �, -, ;, _, r �� Y Town of / � �_�',;:�'��� •� } ��. _ -. :tt, -{a41 t,•r+e•k •,`c •x'� -!f' .S ®1 �� wi• - 1� a•°�". i' _:x X -M YOU N•. � '�!• ��Q tL .'r:.. .t r'• � / : Sft 2'- l•;'.J Jt5 ';t ° ' 1 � � t� � .. •�_. Sf � y„ir- d' t ( F / / h { ' s i �. tis `%,..A ' S. }/ • J (d t` �' x f; t F. r lot AVNs `•. '',•1'i '- , .Lt ri •�':` sl .`r ...r`}_ ✓�f' j l t - !, MW 'fes? '? - - -'-• r.• ' . F , Y 1 y _ f A i t A 2' .' ' a` •. 1. . f, e Robin i D a n q" R St. Pierre4P ''. '• %?-.. 1 MAP REFERENCE; "GAY HILL ROAD SUBDIVISION 120 GAY HILI.,. RtAAD MONTVILLE CONNECTICUT MARTINEZ COUCH it ASSOCIATES LLC 98 SOUTH TURNPIKE ROAD INGFORD, CONNECTICUT 06492 LAND SURVEYORS — ENGINEERS — ENVIRONMENTAL CONSULTANTS JOB 26-234 DRAWING NUMBER 25-234 BASEMAP.DWG DATE 7--23-07 R -V THRtt 111 — 30-'-07 DRAWN BY DDI,. SCALE AS NOTED." 9 � t r i i { F l �I �.F l i ` Al +i ` t f� ra_.._ !. '£ r. til 4Ch a 1 i 1 / ! 1 .,_J �g�• - r} Lot eti• , .�tl 'Y `='%ri '� - .�._ .. .. '.wti..'.a.- !i.. -r �. r t I r4 ff,% "0. ,-%A.- '1 f tf - S ' Development Notes: I. The Town of Montville Zoning Enforcement off Icer and Wetland Officer must be concocted for an inspection of the sediment and erosion control measure* prior to the start of construction. 2. Markers shall be placed at the limits of the wetiond areas on all lots 3. A Right to Drain agreement in to be signed by the property owner(*) of the properties to which an easement Is required. Pond Maintenance: 1. lnsptct Working Conditions Of Outlet Structure(*), Remove Accumulated Silts And Debris Twice A Year 2. Moor gain Except Wet Pond At Least Twice Annually Maintaln Rip Rap Area At Inlet And Outlet Structures �y:4 I Y; r { Lot A01r NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS AND PP20-30Ob- I THRU 20--300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIESEROSIoN SEDIMENTATION i "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS `4 ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A = SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL : tir f ' 9R BUR LXK E LLC ACCURACY CLASS "A--2" , VERTICAL ACCURACY CLASS "T--3" AND INTENDED TO BE _ ;�. USED FOR SUBDIVISION APPROVAL.el/ {{ - GAY HILL ROAD TO MY\\K,1.9-6 AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ' ..�..�. • MONTVILLE, CON N ECTI C _ TAR BELS., H INTZ i ASSOC#$ IN( y L. S. 15466 2--03--09 REV1S 7-09 8 - CIVIL ENGINEERS --- LAND SUR\O C'14E.I..'L:' TeFi L REGISTRATION N0. DATE 9-25-49 10-05-09 l 2Z7 BIIRNSIDE AVE., SUITE 31 FAST HARTFORD, CT (8 +. Vs.. ��1 '-•i,. �?'-s.. r,-, t. �. ` d { t ii�ra i 4(M(r1 f �_•.y, ..,T,, .,' ��`� � \ 9, t �� VQ Lotf*J Ar AIL 1. Ilk T04 La 4 "F=c' M 0i WE �•. � � �� ` � _ t .a. ,`` j r. tr, ,r - df ./! d•r•`; '!'. r' � � , �t :i, 2? _:s: ..? .-•it. `'•E;. . _ ! - . i :rY o7 ;nf r, / '.s ixi'.?s' �. ✓. l : Fi �' ,/ j' r"..'�r�.-�•�, - 1yt'.,F�� ,♦r(�r�- %i'.`P. ' _- :#�•-�' . -"C� ~..4 ,l S f• 'Y. t.. � .` , , .. , . , .. •� •�:`v �._�' X17-.•_jj.... (J ,,F/ ':.. �.4`f�'� �+,t tr � ,`'•. 't :. Lot y Robin 4 Dona, Si.Pterr e.� J;,..• '.;. ,�" f �►g � � � : `� 1. NX ' s ho m•ton Mortgage s...+-` r'•``.7:1 - : +� .✓ t :`�^,, • fri'i � a � .-_�_... si ,t .... •`~' 'i .. - t �' rr�i� - i1• � (r .3 {, ,, 3�0 , ( ( � •� •'•� ,.i.. '�•,, 'r ; ^3:.:. y - O O ( .a . ; - L 3Z •f - � fY \\ \ t /' , 1 - ``,� sir Q 1 �.. �pF , r _ •Y.j A `7�.... .. -. s _ ) ® • •\ IrWa dif -�, - �'i• Riprop To Prove �.. t rz� , .. ,-._`T>. 7r V.. t. •• :.t, .'`-. ^ •.�+''✓��,�, g �- ` ' `^..•. y. t33 _ Mono L S Erosion •,; �; -:►, .s _ ; t 4' x8' Conc. Gallery _.,:, • y.: S� n r For Roof leaders TyP. ;Y ; ,. b -:s.. Fernandes Aj 'A ewe t, ,. Vee Note) Lot Zt f ti t•I� Modl! RI p LA" _ r ,� -T r;:.'. • = g� t .A � S \\\ t � ,,,,r,.. r .' ,� i $pr J de For Twin E4"Shod 20) • ' p ;_ ,. - f f Tj \ ,.r - i l - �-'1 p" pS Flared Ed _ 04 y s-' h f ;:Lot 34 Rock ..-41Lot 31, r®f 3 O V i, •}, •1. iso- -yam \\ •,D j \ Track Lot 30 4. ad P o To Dere p # 4n v ' 'f .:, ` �.._ Y s �q� ,,r 53� _r `E ...r _.. �"' ', hL• // .' Pro od CIOae `�, "`. _::{ kf, r': Fe ra 1°ldes t :L- � // �+* � + •'' - i � $ 4T •.�� ' � � s r i�f i K�. 'r� ./"� '~r f ''3r. �` f Install 511# Sock - r'+ y� I' ,.. J� / ' ,' �' Y - �•�. -�_� 3 - i all Modified li 1 A►11 Proposed � R ci �E4 r ny ..� _ ..b - ... t Catch Basins Lot � � `�¢ � °, �,, ,-� � 3 { ip 9 0 rap To Prevent Scale i -- 4tJ 0 roeton :r i 60 120 16 ,�� '•{ 0 20 40 'IT ,'' p k f:'. install Modifted Rip ®� �.. To Prevent See Detpeciaail Sh. 2 Riprap �� See Detnit Sh. 24 {` '� �, 3� "' s• Erosion Wet Pond le n For Cosa sectwn f' r i 1 1 :. ''t' : ! 34 r `' .-:x..k...; _ } Plantings Are Daae d ' 90 On �f�, F.;. ;> Sheet 2Z --__ ltz,abeth Evans�,,,,�- t >..` ': - -� • psi .y }� .. +: r � - �. �•- `�_ 11� � ,•!- �... �._., •••'; 6' Wide NatMe 94o+'x 346 To .} >3vvak Depth la u A so 100' P. i,.t� oaLeer Patrickd i Ternparary Y ` t Rodigou 1...�t d 5tockpil,9 - _ {.: i' �h ,• / Area'rYp•)_f�r, 011, '--ti.,..„ �,, f -z •:, - l I M f Poe Lot 14 T h,. l..C)t Z 7 ® '"\.r' .�: �� 4' 2 Conc. Gollory For}Roof Leaders Typ- Mote) t`lia:etii _ :` ' Tem p vra ff t m �4 -•� t t'1 S A 11e '�.,�J��� ��'� - f'j-�r _�.. I �' � _ � �'-•� ` -�p� j��] �' - `"' •, y •�-� 4 f Y Stock J H .- f '. s. I •C•' '" V ;' _• •. Area (Typ.�Ak,Awe '•` \ ..i- 16, .' •�•`+•"+.- .mss, 1 � . - _ :.i .. ma''`r.--. x t 'Hector Propo Wd � "Lot • j• /!,'c .•' p .,. �-Y r - 1 '1 '5 - v 3 •1 = v_+•.I''r ' v r ,• - crvp.) °4 £ ' // 1 _ 4 ter./' N • _ ', -'_ lT ' y"5 } , _ - _ ice,' i -i : • ; �. ,.i..tt i.t 2. r']i i,.T._�' -L�4".4Yj;T.i Lot 1 3.1-f Eit"r '' �,,. f/ ,.-•-,wad' '7 • ...-•••'`..•rr`. •' -'•-r. •'." A `f' `! i t : r - ''-'+ i f } AI "+-.•.., ••o..-•,,.•,,,r.F""r_f ,c - - . , T` i; r _ s` f' - �r ,r' - - . '. - - - :%: , �:^i:,..t,.,. -i. _s f I! ,.,!-••+~ •�. L i J Joan I _..Li rj! ~ ~ 1 ` i5 rl ,3 J^•'•{`1'S'f'• ' I•r'•'d 7 ■ + �: 4{ l '"•' -'! t S N u s o 111 + r ` i '• M ` sod .•2 ; q Y ` •- '� rr t i.. t Sam / j 16 C WITH SECTIONS D SEDIMENTATION PSADevelopment Notes. icer and Weflands of ficer must be contacted foran NOTE. THIS SURVEY AND MAPHAS BEEN PREPARED IN ACCORDANCE _EROSION Town o Montville Zoning Enforce Off , c®nefr`uc�on• Z4-3oOb- I THRU ZO-3OOb-Z0 OF THE REGULATIONS OF CONNECTICUT C ICUT STATE i AGENCIES 1. Thi f I measures prior to the e#ort of �.,.&WF,�..�,. . �� ROW SUBDIVISION I AZO GAY HIL•l.. Rppp MON'ML.L.E lilepecflon of the sediment and erosion control "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE REFERENCE GAYt1�.L R TURNPIKE ROAD ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC, IT IS A S LLC W TUR St)CiATE on oil lata SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL , • , � • ,, r CINECiICUT MARTIN COUCH +� SURVEYORS ENGINEERS - EN111RpNMENTAI. SueDIVisION S ND Z. Markers shall be pieced of the Ilmifs of the wetland areae SAY N �(�,� ® CONNECTICUT (►432 #..A � 7 ACCURACY CLASS "A -Z" ,VERTICAL ACCURACY CLAS "T-3" AND INTENDED T4 8E , •,���- ; r iNGMR . NTS aOB 26--Z34 DRA NG NUMBER 2#3-234 BASEMAP.DIWG DATE Z- �U1.,.TA is io bt el ned by the property owner{s� of the properties to vrhich USED FOR SUi''�►I$N APPROVAL. CONS r�esmsnt 9 .. - HEREON. �- �� - � - �• "'j'��,� ��i�N�cT��uT ,�-3D-07 WN BY �,,. SCALE Av NOTED. ,�. A Rlghf to Drotn aq Moil THRU 1 I iced. , .�^ . REV n easement is required. ' A a TO MY:�c�f}���:A�=�E�•�•IEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED � _ _ _ TAR BES .., REIN 4 A ., INC* REv+sION ` S -- LAND SURVEYORS 6-26-49 CINAL ENGINE Pond Maintenance: - L.S. 15466 2p•••03--09 _ rkt Conditions C Outlet Structure(e), Remove Accumulated Shia And DATE 9--25-09 1227 6URNSIDE AVE., SUITE 3 i EAST HARTFORD, CT (MO) 528 1. Inspect �' r's4 � - REGISTRATION NO. scAt`�: Debris Twice A Year MICI.1AEi. L. 'tA�F.a"-L ' 10-05-09 DRAWN 6Y SHEET No: Maintain Rlp Rap Arta At mitt _ _- I o-Zo-og roe No. DATE: asf Twice Annually 1 �� ,� 4& M.L.T. i B of �4 Z. Maw Basin Excepf Vola Pond At L,e i 45.31 2-03-t�9 And Outlet structures 'rM•5, WS' •.r WS h ( t r ti ft I Lot 9 P %l low L Lot i .......... ----------- - ....r f ....,•S:',J�'E ell. J/ I MA -T0q E �N,14ET f T T C, 0 WS J Joan oan Sousa j4\- 41 4. of 16 Lot/, 26 -A: A L o 12 ter. zi A t �j AT Tempord FF ea cryp.) X. -,Lof 17 // r111111111P, �Lof I I 0 f IF A' /Lot Z5 &6Q&re 4, *T !IF # J 4. T t; Ini Modified.. Ftiprop To PriiVint AT Erosion Joan Lot ousp X -A IF *5 / 7 is Install North American Green C 125 Erosion Control Blanket Or Approved Equal•of 19 "Special" IIN Ripri Jy- See I)e1011 Sh. 24 J� For Cri Section W Ge�ard 4 Mar 0 lGingras Lot Lof 23 Install Modified Pri Riprop To Prevent 08d Erosion S-, —� ,'` 5, � �.� 1 �� lens Inc } �, '�=• +F= Wet Pond Vegetation (A . 'kii Plantings Are Described 0 On Sheet 24 U %JOOO )c lie Instatl Modified 342 RIprap Level Conc refe Spreader (See Headwall Sheet 20) spectall", RIP 0 Dt'll Sh124 ;,,''For Croag Section 0 Flared End k w/Trash Rac •43 Modified V.Jellll�ns Inc. Itiprop to f Pr""dd &Md (Typi.) j TW 34.3.0 (die Ille "IN Ji/.0 Propo"d PCXO (TVP.) 340 Nancy Marsala Proposed 170' Long x 10' Wide Gravel Maintenance Ricky Access Drive With 10, Kiggans Lot Paved Apron Jensens Inc. Nancy Marsala z Ricky Kiggons Scale 1 40' 0 20 40 80 120 160 MW REFERENCE; "GAY HILL ROAD SUBDMSION 120 GAY HILL ROAD MON7MLLE CONNECTICUT MARTINEZ COUCH i ASSOCIATES LLC 98 SOUTH TURNPIKE ROAD VALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS — ENGINEERS — ENVIRONMENTAL.. CONSULTANTS JOB 26-234 DRAWING NUMBER 26-234 BASEMAP.DWG DATE 7—Z3-07 REV THRU 11 —30-07 DRAWN BY DDL SCIkLE AS NOTED." In All Proposed k;l I Catch Basins Proposed Temporary Sedime Basin With Perforated Pipe Inlet Proposed 80' Long & 101 And Slitaflon Fence Baffle Ring Wide Gravel Maintenance (See Sheet ZZ) Access Drive With ICY Install NorthAmerican Paved Apron Development Notes: Green C 125 Erosion Control 1. The Town of Montville Zoning Enforcement Officer and Wetlands Off icier must be contacted for §19nket Or Approved Equal Inspection of the 8WImenif and erosion control measures prior to the start of construction.NOTE: THIS _SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b- I T-H'RU 20 -300b --2O OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 2. Markers shall be placed at the limits of the wetland areas on all lots "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS EROSION AND SE01MENTINTION PIAN ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT 15 A SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL 9R U LAKE L.I,..0 3. A Right to Drain agreement Is to be signed by the prop" owners) of the properties to which ACCURACY CSA, $S IIIIA-ill . VERTICAL ACCURACY CLASS "T-3" AND INTENDED TO BE an easement Is required. USED ,T,09`UMMSr10N APPROVAL. GAY HILL ROAD TO My--*XNW&fDGE hi BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MONTVILLE, CONNECTICUT Pond Maintenance: I lnspft4 Vllorking Conditions Of Outlet StrUctUrt(S), Remove Accumulated Silts And TXRBELL.* HEINTZ i ASSOC., INC. Debris Twice A Year L.S. 15466 2-03-09 R"SION 6-26-09 2. Mow Basin Except \%f Pond At Least Twice Annually Maintain Rip Rap Area At Inlet, M CWA'E1,l L. TAKatii REGISTRATION NO. DATE 8-7--09 CIVIL ENGINEERS — LAND SURVEYORS 9-z5--09 And Outlet Structures 10-05-09 1227 BURNSIDE AVE., SUITE 31 EAST HARTFORD, CT (660) 528- 16 10 I0 -2O-09 JOB NO. DATE: SCALE: DRAWN BY SHEET NO: Fill 14M.31 2--03 . -09 isill m 4(Y M.L.T. 16 of Z4 ,V •J Parcel to be conveyed to the Town of Montville (shaded area) Sightline arta = 546 sq. f t. Northeaderly 4001 C� oo ci Sightline'..' Southwesterly400 _ _ _.,. r._._: ..,^,-- .... �i• •. ' �'.,,,�,;,,.�.--...'-"...'--- v .,..: :�:r•L3 FFFF • Area To Be Regraded ` .Nary d David Nelson `, t't amu.++ �'MF _ "--.. •. i N � � tt � � � a 1. � c1 jj Sightline Easement o �{ (hatched area) �tiw i to be acquired f rom o �1 i Frank H. Malloy Trustee oo 04 Scale 1" 40' o zo 40 eo 120 ieo 330 330 object • c/l of travel Fane Monahan Drive 15' behind edge of pvn't Gay Hiii Rd. 35' above proposed grade 4a0' si - ht . distance 36® 380 Z 20 rh 320 •'c existing area to w ®* be regraded ov ®-0 e 0 o= v �.2 o 350 3500 310 310 proposed finish grads c/l travel lone' 4001 eight distance Y existing area to be regraded 340 300 300 existing drive existing rade htline . 9 along 9 si 9 � •} . proposed drive :''�'��'• •SPEL ' proposed finish grade Hiii11i11 330 330 290o ' • c i of travel 290 Id ne a an Fn 15' ofvm t GayHill existi• grade along sighatline : Rd p3.5'. above wop"od grads Southvesierky 51ghtline Northeasters 514ghfIlne f . f i y -320 5+004+003+00 2+00 + + 1 00 004 1+00 2+00 3+00 4+00 5+00 _ Tarft I I ftintzi own -0- .107.057.09- ....._ p� 9R BURLAKE L.L.0 SIGHT .INE PROFILE 25--'a9A-24--Os➢ �, a U QE1d �if� ENG EoNAHAN DRIvE f 9 -- - S ORS L ENGINEERS N0. BY DATE REMSION DESCRIPTION --i i �'-'. F �: ►::r;-E: I'�;:: �F �: i i:�-s- 1227 BURNSIDE AVENUE E. HARTFORD CT.SUITE 31 86® 528--1810 MONTVIL.L.Es CONNECTICUT �r TERMINAL ELEMENT, PARTIALLY BELOW GROUND CONCRETE END ANCHOR METAL BEAM RAIL (TWISTED 90') WORKING POINT 11' APPROXIMA' NE GUIDE RAIL EXTENDED 1 a•1 ! l EXCAVATE AND BACKFILL RECAST OR CAST IN PLACE FOE WITH SMOOTH SIDES MUSHROOM VENT CAP TABLE 'A' CURVATURE (DEGREE OR RADIUS) POST SPACING LESS THAN 26'(220 RAD. OR MORE) 12••••6« 219' T4 111' 6'-3" IICr TO 76' 4'--20 75' TO 50' LESS THAN 50 USE NOT RECOMMENDED "FOR CURVES WITH RADII OF 15V OR LESS ALL RAIL MEMBERS SHALL BE FABRICATED TO THE PROPER RADIUS /'SHOULDER BREAK LAP IN DIRECTION OF 12'-6" PAY LIMITS METAL. JEAM RAIL (TYPE R-1) RAIL ELEMENT NTING *MOTE: FOR ANCHORAGE DETAILS SEE CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARDS SHEET 911. FOR METAL BEAM RAIL HARDWARE SEE STANDARD SHEET 910. 5/16" DIA. 1-1/2" HEX HEAD STEEL FULL BODY BOLT WITH 5/8" UNTHREADED AND NUT. 4,800 L.B. MIN.* 5,400 LB. MAX TEN. SIR. SQUARE WASHER 6-1/2" 5/$" 4 HOLE FOR 1/2« 0 SUPPORT BOLT, 1-1/2* LG. 2 NUTS NO WASHER. (NO SUPPORT SOUS IN LAST 3 POSTS ADJACENT. TO CONCRETE ANCHOR.) TYPICAL RAIL MOUNTING 5/16" DIA. 1-1/2- HEX HEAD STEEL FULL BODY BOLT WITH 5/8« UNTHREADED AND NUT 4,000 LB. MIN., 5,400 LB. MAX TEN. SIR. --•'''� 6-1/2' SPLICE BOLTS . TYPICAL RA MOU SPLICE BOLT 8 PER 13" JOINT 7" BEARING CLAMP 2" NOMINAL APPLY FACE OF RAIL 5/8" � HOLE FOR 1/2" � ;� �; GROUND LIN « ELEMENT 12" FROM SUPPORT BOLT, 1-�'1/2" 24 ' ROADWAY. LG. 2 NUTS NO WASHER. " » (NO SUPPORT BOLTS I Hip 1 /# x® X 24 LAST 3 POSTS ADJACENT ' � STEEL. PLATETO CONCRETE ANCHOR.) it 1� AL Hal.__mQuN l TYPICAL POST S&PORT BQT R-1 RAH **NOTE.- R—I END AN040RRAGE TYPE 11 WILL. BE WHERE NARROW OPENINGS ARE REQUIRED ALONG THE GUIDE RAILING ALIGNMENT, SUCH AS DMVES OR ELEVATION BARWAYS AND THEN ONLY WHERE APPROPRIATE GRADING FOR TYPE I WOULD NOT BE PRACTICABLE CONN. DOT METAL BEAM RAIL R. -I AND END ANCHORAGE(TYPE I!) NOT TO SCALE A. GASKETED SCH. 40 PVC TO SDR 35 ADAPTER B. CONNECTION USING FERNCO TYPE FITTINGS + CLEANOUT TYP. FINISH GRADE 16 MIN. 6" MINIMUM COVER 12" MAXIMUM COVER PIPE & FITTINGS. INCLUDING THE TRAP SHALL BE CAST IRON OR SCHED. 40 PVC USING 4" RETURN BEND & STREET TEE WYE'S PIPE & FITTING DOWNSTREAM FROM TRAP SHALL BE SDR 35 FIGURE 1 36" MIN. COVER OUTSIDE TRAPS NOT TO SCALE MUSHROOM VENT CAP A. GASKET SCH. 40 PVC TO SDR 35 ADAPTER B. CONNECTION USING FERNCO TYPE FITTINGS FINISH GRADE CLEANOUT (TYP.) { " 16 MIN. 6« MINIMUM COVER 12" MAXIMUM COVER `5' — PIPE do FITINGS, INCLUDING THE TRAP SHALL BE CAST IRON OR SCHED. 40 PVC USING 4" RETURN BEND & STREET TEE FIGURE 2 PIPE & FITTING DOWNSTREAM FROM TRAP SHAD. BE SDR 35 36" MIN. COVER VENT FITTING UP THROUGH THE ROOF VENT, MINIMUM ONE—HALF THE DIAMETER OF THE BUILDING DRAIN CLEANOUT (TYP.) 51"0" MAX M h' TRAP SEAT~ 2" MIN.. 4" MAX. PIPE & FITTINGS TO BE IN ACCORDANCE WITH THE CONNECTICUT BUILDING CODE d , FIGURE 1 A. GASKET SCH. 40 PVC TO SDR 35 ADAPTER S. CONNECTION USING FERNCO TYPE FITTINGS CLEANOUT (TYP.) 6" MINIMUM COVER 12" MAXIMUM COVER AOR8 STANDARD MANHOLE FRAME AND COVER ADJUST TO GRADE WITH COURSES OF BRICK ' �-- FLAT SLAB TOP � •: ; �—CAST CONCRETE MANHOLE' •'� ... STRUCTURE VATH FLEXIBLE BOOTS .o :'= .• ; FOR PIPE CONNECTIQNS .A .�• 1 ,... ;a•,•4•�_=7_7A PROCESSED COARSE _ • .. • 4•. AGGREGATE •- .:.. ' . - ' • •:• - =N SLOPE AS SPECIFIED ON PUNS 12" STABILIZED UNDISTURBED EARTH VERTICAL. SECTION STANDARD SHALLOW SANITARY MANHOLE SLOPE Cf PROCESSED COARSE N .•....... ., AGGREGATE____ - „ • . . • .... • • • : •; N 112- EARTH STABILIZED UNDISTURBED SECTM B—B MANHOLE STEP, 'SPACE 12" O.C. TANDARD MANHOLE FRAME AND COVER RE—CAST CONCRETE MANHOLE STRUCTURE WITH FLEXIBLE BOOTS •: FOR PIPE CONNE07IONS ..C==-0 r 2,-0« DIA.:=• •.� WALL THCKNESS BENCH LINES FOR B f�: 8" FOR MAN14OLES TO 10' DEPTH SEWER JUNCTION A A 12" FOR MANHOLES OVER 10' DEPTH *# ROUNDED ENTRANCE TO EFFLUENT PIPE AS SHOWN PROCESSED COARSE .... , .. ... • , SECTION A—A =N AGGREGAIE r NOTE SLOPE AS SPECIFIED 2" ON PLANS 8 ALL MANM E STEPS TO BE COPOLYMER � 4'—O" FOR 8" SDR35 PIPE � -YP' PLASTIC STEEL REINFORCED. STABILIZED UNDISTURBED EARTH VERTICAL SECTION SHALLOW SANI'�`AR�" MANHOLE NOT TO SCALE 36" MIN. COZIER PIPE do FITTING DOWNSTREAM FROM TRAP SHALL BE SDR 35 INSIDE TRAPS NOT TO SCALE VENT, MINIMUM ONE HALF THE DIAMETER OF THE BUILDING DRAIN CLEANOUT (TYP.) It 010 5- n n TRAP SEAL, 2" MMI, 4" MAX. PIPE da FITTINGS TO BE 04 ACCORDANCE WITH THF- CONNECTICUT HECONNECTICUT BUILDING CODE FIGURE 2 STAINLESS S7EEL, ALUMINLW OR OTHER APPROVED CORROSION RESISTANT SCREEN—PROTECTED VENT OUTLET �M 16 CLEANOUT (TYP-) FINISH GRADE MIN ' 6 MINIMUM COVER 12" MAXIMUM COVER e 3fi" MIN. COVER PTFE do FITTING DOW4STREAM FROM TRAP SHALL BE SOR 35 A. GASKET SCH. 40 PVC TO SDR 35 ADAPTER B. CONNECTION USING FERNCO TYPE FIT71NGS t %X; P% 34 34 34 34 34 33 33 33, 33; 331 32! 321 324 3z 32( 318 316 314 312 310 308 306 304 302 Am X0.00 Of 3 PROPO-- . SED SWALE NOT TO SCALE NOM 16TALL PER MANUFACTURER'S SPEWICA' MS EROSION BLANKET INSTALLATION IN SWALE NOT To SCALE CROSS.SECTION POND #1- 14.50 REMSION 6-26--09 7-27-09 8-7-Og io- 20- oq 1+60 NOTES AND DEUILS 9R BURLAXE LLC GAY HILL ROAD MONTVILLLE, CONNECTICUT TARBELL, HEINTZ is Assoc., INC. CIVIL. ENGINEERS -- LAND SURVEYORS I ZZ7 BURNS -IDE AVE., SUITE 31 EAST HARTFORD, CT (660) 526® I g 10 JOB NO. DATE: SCALE: DRAWN BY SHEET NO: 1455.31 2--W_,09 AS gHOM M.L.T. 17A of 24 3'.-1-- �'— J I f . to •kx3-2"x3'• 1" STEEL FLAT 3Nay x 4" LG. HEADED " TYPE STUD ANCHOR as "TYP. - 3-1"x 2-fix-"2ANGLES `ern 1'-7-8 LONG. PLAN 3'f 1- - 3- 14"x4STRAP " MAX 1 " AN04ORS 6" LONG r STUD ANCHOR LONGITUDINAL SECTION ALTERNATE 1-6 wx TRANSVERSE SECTION STEEL FRAME 3'--2-- AT TOP X-4 3'-- AT TOP .I ao�vs� ISEE97)L wIl ALL METAL UNITS SUBJECT TO '00 of MANUFACTURING TOLERANCES. { ONLY LOW HYDROGEN ELECTRODES SHALL 2— WIDTH VARIES BE usEo. DIMENSIONAL TOLERANCES MAY BE +--- t1 /16 f �U+ WELDING WILL BE PERFORMED IN ,� _ ACCORDANCE WITH THE STANDARD SPECIFICATIONS F'OR RQAOS, BR#AGES AND INCIDENTAL CONSTRUCTION. 1 2-B 00 in0tROUND BARS x1-2 END TRANSVERSE BAR j"x4" BEARING BAR N TYPE A END TRANSVERSE BAR SLOTTED HOLE FOR INSTALLATION OF END TRANSVERSE BAR "x4" BEARING BAR PLAN UMITS OF PORTION OF BEARING BAR I"x1•�4 CROSS BAR Y 2- AT TOP DETAIL "A" TO BE REMOVED " "rt 3 -4 AT TOPSEE DETAIL 'A" 3� 3 ir 3'-3-jon LONGITUDINAL SECTION _ 1'_g ►� AT TOP SEE DETA#L "B" WA B"x4" BEARING BAR 8"x4" BEARING BAR 1'--S 1 " 1"0 ROUND BARS TRANSVERSE SECTION DETAIL 'B" GRATES CAST IRON FRAME ALTERNATE i®anrwi..rr`A. CATCH BASIN FRAME AND GRATE NOT TO SCALE FINISHED GRADE EDGE OF PAVEMENT . PAVEMENT TOPSOIL SECTION APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS. MATERIALS WARNING TAPE SHALL MEET D.O.T. M2.06 12" TO 24" ABOVE PIPE GRADATION "A" BANK RUN GRAVEL FILL DEPTH N 6" LAYERS. COMPACTED LAYERSMATER A!. VARIES 12w SHALL MEET O.O.T. M2.06 GRADATION "C" w �,. B N, 6" PERFORATED PQYETHELYN PIPE WITH HOLES DOWN STORM r• PIPE MATCH FL OF STORM PIPE NONWOVEN FILTER FABRIC (MIRAFI 14ON OR EQUAL) s" PLACE 1" STONE 12" 12" r AROUND UNDERDRAIN STORM DRAINAGE PIPE WITH STANDARD UNDERDRAIN NOT TO SCALE d f --LOW` STAGE INLET SIDE ELEVATION 3.5' (NOT TO SCALE) MOIES 1. TRASH RACK SHALL. BE FABRICATED OF STRUCTURAL STEEL IN CONFORMANCE WITH ASTM A-36. 2. ALL STRUCTURAL STEEL_ SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-123. LOW STAGE TRASH RACK NOT TO SCALE 11 2" RADIUS PAVEMENT BINDER COURSE PROCESSED AGGREGATE BITUMINOUS LIP CURBING NOT T4 SCALE 4 15 INCA. PIPE SES �C )D �121 � MODIFIED RIPRAP LEVEL SPREADER 15 INCH PIPE LOT--#12- NOT to mon. r Lmt.0 mu A 5'Pr A WALL WALL 5' PLAN FINISHED GRADE LAST LENGTH PRIOR TO FLARED END VATH E- BELL OR SPIGOT AS REQU`IRED AL ' r FINISHED GRADE WITH MAX.3:1 SLOPE FILTER FABRIC 15 INCH. BEDDING MWWUM MODIFIED RIPRAP FLARED END THICKNESS s M POND #2 NOT TO SCAM 4" DRkM HOLE OR GROu70 BRASS DISC OR ETCHED 4" CROSS 1/2" R PUNCH MARK DRILL HOLE OR • ; GROUTED MASS DISC. OR ETCHED off' 30" 36" CROSS 4" > , • 36' NOTE: 4' MONUMENTAMON TO BE t # I SET EVEN WITH OR 1' .. . BAR ABOVE FINISHED GRADE . 3'OD IRON PIN OR IRON PIPE MONUMENTATiON P.S.I. ' CONCRETEJ_ MERESTONE 6' CONCTETE MONUMENT MONUMENTS NOT TO SCALE 6" MIN EARTH 12" MIN IN RL PVC BEDDING NOT TO SCALE PAVEMENT REPAIR AS REQUIRED BY LOCAL AUTHORITY EXISTING PAVEMENT -- PROCESSED STONE OR GRAVEL AS ORDERED BY ENGINEER COMPACTED BACKFILL WELL GRADED OZWs4WIALS AND PARTICLES OVER 8IN SIZE [N{ LASS III SAND �0ux Or STANDARD PROCTOR DENSITY TAMPING TO BE INITIATED WITH GREAT CARE AND LITTLE OR NO TAMPING OVER TOP OF PIPE HAUNCH IQ ag CLASIJ RAVEL FULLY COMPACT -ED PRIOR TO AL BACKFILL MUb,DATn1 DEPTH AND SUBSEQUENT FILL To at AS REQUIRED -87 INSPECTING ENGINEER 24" + NOMI AL PIPE DIAMETER (36 MINIMUM) # 2~ O D. 12" MIN. MIN. 4" LOAM, FERTILIZE do SEED W/ GRASS AND MULCH r-- EXISTING GRASS AREA `-- UNDISTURBED MATERIAL -SUITABLE BACKFILL PLACED AND COMPACTED IN 6 --INCH LOOSE LIFTS �`- UTIUTY IDENTIFICATION TAPE %- MONTVILLE WPCA APPROVED FILTEF FABRIC WRAPPED AROUND CRUSHED STONE SEDDING.(12" MIN. OVERLAP) GRAVELINE OR COARSE�1 =1 GRADE IN UNIMPROVED SAND PLACED AND' rLII•�r THE ENGINEER-�� „f COMPACTED CORE CONTROL COMPARTMENT BREATHER ADJUST TO GRADE WITH BRICK COLLAR - 6" MIN. -- 12" MAX HEIGHT MANHOLE STEPS .f . .f .� ! •! ! -[ILII CRUSHED • •r O.D. TO TOP OF PIPE (TYP.) 4$" MIN (SEE NOTE BELOW) _ GASKET MANHOLE 5" RISER SEAL TYPICAL EARTH ALL SECTIONS AS THAN 2012-93. ...'r_71�•.��s,t���,��E [t-�-[[�[[:-11[1--[[-•�1�11�i1:-�., UNDISTURBED OR SUITABLE PVC BEDDING NOT TO SCALE PAVEMENT REPAIR AS REQUIRED BY LOCAL AUTHORITY EXISTING PAVEMENT -- PROCESSED STONE OR GRAVEL AS ORDERED BY ENGINEER COMPACTED BACKFILL WELL GRADED OZWs4WIALS AND PARTICLES OVER 8IN SIZE [N{ LASS III SAND �0ux Or STANDARD PROCTOR DENSITY TAMPING TO BE INITIATED WITH GREAT CARE AND LITTLE OR NO TAMPING OVER TOP OF PIPE HAUNCH IQ ag CLASIJ RAVEL FULLY COMPACT -ED PRIOR TO AL BACKFILL MUb,DATn1 DEPTH AND SUBSEQUENT FILL To at AS REQUIRED -87 INSPECTING ENGINEER 24" + NOMI AL PIPE DIAMETER (36 MINIMUM) # 2~ O D. 12" MIN. MIN. 4" LOAM, FERTILIZE do SEED W/ GRASS AND MULCH r-- EXISTING GRASS AREA `-- UNDISTURBED MATERIAL -SUITABLE BACKFILL PLACED AND COMPACTED IN 6 --INCH LOOSE LIFTS �`- UTIUTY IDENTIFICATION TAPE %- MONTVILLE WPCA APPROVED FILTEF FABRIC WRAPPED AROUND CRUSHED STONE SEDDING.(12" MIN. OVERLAP) GRAVELINE OR COARSE�1 =1 GRADE IN UNIMPROVED SAND PLACED AND' IPW THE ENGINEER-�� „f COMPACTED CORE CONTROL COMPARTMENT BREATHER ADJUST TO GRADE WITH BRICK COLLAR - 6" MIN. -- 12" MAX HEIGHT MANHOLE STEPS .f . .f .� ! •! ! -[ILII CRUSHED • •r O.D. TO TOP OF PIPE (TYP.) 4$" MIN (SEE NOTE BELOW) _ GASKET MANHOLE 5" RISER SEAL TYPICAL EARTH ALL SECTIONS AS THAN 2012-93. 120 MIN. IN ROCK [t-�-[[�[[:-11[1--[[-•�1�11�i1:-�., UNDISTURBED OR SUITABLE FLEXIBLE MANHOLE COMPACTED MATERIAL SLEEVE S.S. CAST SAL L VALVEBACKFILLED NOTE: Li ;u DISCHARGE 1- 1 f 4 £" MIN. PROPOSED SEM I -6i; WHEN INSTALLING 10" PVC OR 8 LIFTS) ,.. INCH F1/4NPT LARGER PIPE HAUNCHING SHALL STABILIZED UNDISTURBED 1-1/4 INCH DISCHARGE. LINE EXTEND • SPRING :::' ::•• .:, - (304 S.S.) SEWERTREM.11.n (PROVIDE 12" COVER OVER PIPE) NOT TO SCALE GRAVEL ACCESS DRIVE WATER GRADE IN UNIMPROVED POWER/ ALARM CABLE 12-6 W/GND. AREAS THE ENGINEER-�� CORE CONTROL COMPARTMENT BREATHER ADJUST TO GRADE WITH BRICK COLLAR - 6" MIN. -- 12" MAX HEIGHT MANHOLE STEPS NEMA 61P (EQD) 12" ON CENTER (TYP.) 4$" MIN FLEXIBLE BUTYL FIELD JOINT REQUIRED GASKET MANHOLE 5" RISER SEAL TYPICAL FOR APPROVED BACK FILLING MATERIAL AND ALL SECTIONS AS THAN 2012-93. SPECIFIED FLEXIBLE MANHOLE INTERNAL WELL VENT- 2 INCH DIAMETER SLEEVE S.S. CAST SAL L VALVEBACKFILLED INLET GROMMET TO ACCEPT 4.5 INCH DUST COVER Li ;u DISCHARGE 1- 1 f 4 £" MIN. J"CRUSHED I -6i; 11'li` WAWOR, TYPICAL MANHOLE FRAME & COVER -SEE DETAIL MH ` Y' FRAME & COVER TO BE SET 1/4" BELOW FINISH GRADE' SET FRAME IN GROUT WINE 1$~ MAX ° —24"0 a � STANDARD HEIGHT '' o ° o o THE LOWER SURFACE OF THE COVER ECCENTRIC CONE SECTION aotl ooa/ AND THE CORRESPONDING UPPER SURFACE QQ a n </ OF THE FRAM SHALL BE MACHINE FINISHED MANHOLE JOINTS TO 6 C TO PROVIDE A SMOOTH FLAT CONTACT OR RECEIVE NON -SHRINK � o `1 ` FIT WITHOUT ANY TENDENCY FOR THE COVER GROUT INTERIOR COVER FOR OR GRATE TO ROCK OR RATTLE. - DAMP PROOF ALL SANITARY MH ;TYPE A) 5" MANHOLES 3/$" 23-7/8" DIA." MACHINE<424'"'DIA. 3/4" 1-1 $" 1-i /8 BOTH STANDARD RISER 1" 1" ~ 7/8"3-11/1s" SURFACES SECTIONS AS REQUIRED 1-9/16 1-1 4 1-1 /2" 18" ABOVE TOP OF 1_1/2. 2_1/2" SHELF MAX. 1 s 17" DIA. 2-9/16" SECTION C -C BRICK SHELF --80% PIPE 1-15/16" 9/16" I.D. AND SLOPE 0 3/4" PER FT. SECTION A -A PRECAST BASE SECTION 0 0 Pj 8-1 1/2" DIA. BONDING HOLES 48" B FIRST PIPE JOINT TYPICAL EACH SIDE BRICK INVERT AS SPECIFIED 6" MIN. #6 BEDDING AS SPECIFIED O UNDISTURBED MATERIAL A ROUND RUBBER O �4 'Ly ° p �a ua p ° GASKET JOINT n Q a of p jo a U In C� d a 0 0 a 4 ° O COLD APPLIED f BITUMINOUS F i SEALER COVER FOR SPIGOT &BELL 'STORM MH REINFORCEMENT i GAS T�IQIbIT ALTERNATE JOINT ' NOT TO SCALE NOT TO SCALE a SECTION 9--8 1. REINFORCED CONCRETE MANHOLE SECTIONS CONFORMING TO ASTM C--478- 2. RUBBER UFT HOLE PLUGS TO BE INSERTED FROM THE OUTSIDE AND THE HOLE FILLED WITH NON --SHRINK M OE AND OUTSIDE. 3. TYPE wAw MANHOLE SHALL BE 48" IN DIAMETER. S'T'ANDARD MH FRAME & COVER 4. TYPE 'B" MANHOLE SHALL BE SAME AS "A" EXCEPT IT SHALL BE "60" IN DIAMETER. 5. TYPE "C" MANHOLE SHALL BE SAME AS "A" EXCEPT IT SHALL BE '72" IN DIAMETER. NOT TO SCALE 6. TYPE "0" MANHOLE SHALL BE SAME AS "A" EXCEPT IT SHALL. BE "84" IN DIAMETER. 7. TYPE "E" MANHOLE SHALL BE SAME AS "A" EXCEPT IT SHALL BE "90" IN DIAMETER. 8. ALL MANHOLE BASES SHALL BE REDUCED TO 48" DIAMETER STANDARD RISER SECTIONS UNLESS INDICATED OTHERWISE ON THE CONTRACT DRAWINGS. PRECAST REINFORCED CONCRETE NLANHOLE TIGHT UD FRP NQT TO SCALE 3/4" IN EARTH IN PAVEMENT SEE DETAIL FOR PAVEMENT � - ROCK `'� ;ATV, & TEL. ARE ) OVER ELECTRIC 1 ` -Or MIN. )UIT'S j R PIPE °Q IF OR L—PAYMENT LIMIT FOR TRENCH SEMI -POSITIVE DISPLACEMENT TYPE PUMP EXC. do REDOING MATERIAL DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE SEWER SYSTEMS OF DELIVERING 9gprn AT 138' T.D.H MODEL 2012 ELECTRIC AL TELEPHONE TREI�TCH *NOTE* NOT TO SCALE A CONCRETE ANCHOR IS REQUIRED TO PREVENT THE TANK FROM FLOATING. SEE CURRENT MANUFACTURER'S INSTRUCTIONS . OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR ' HOUSE PUMP CHAMBER - NOT TO SCALE MIN. WIDTH 3•-0" MAX. PAY LIMIT = NOTE "A" 0 �O WATER Of POWER/ ALARM CABLE 12-6 W/GND. STRAIN RELIEF CORD CONNECTOR THE ENGINEER-�� CORE CONTROL COMPARTMENT BREATHER ELECTRICAL QUICK DISCONNECT GRADE SELECT BACKFILL NEMA 61P (EQD) DUAL WALL., CORRUGATED HDPE ACCESSWAY 4$" MIN TOPSOIL FIELD JOINT REQUIRED EFER TO MANUFACTURER'S INSTRUCTIONS � FOR MODELS TALLER FOR APPROVED BACK FILLING MATERIAL AND o THAN 2012-93. METHODS QUICK DISCONNECT ASSY. (304 S.S.) INTERNAL WELL VENT- 2 INCH DIAMETER APPROVED S.S. CAST SAL L VALVEBACKFILLED INLET GROMMET TO ACCEPT 4.5 INCH DUST COVER (95% MAX. COMPACTION PER ASTI1 D1557 IN DISCHARGE 1- 1 f 4 O.D. PVC PIPE (STANDARD). J"CRUSHED STONE OR GRAVEL SUPPLIED FOR SHIPMENT (NOT SUITABLE 8 LIFTS) ,.. INCH F1/4NPT FOR BURIAL) STABILIZED UNDISTURBED 1-1/4 INCH DISCHARGE. LINE :::' ::•• .:, - (304 S.S.) (PROVIDE 12" COVER OVER PIPE) ALARM -.15 HECK VALVE (GLASS FILLED PVC) 6 ANTI -SIPHON VALVE z (GLASS FILLED PVC) ON . OFF ? M N BOTTOM OF ELEC. • CONDUIT TRENCH HDPE TANK 1/2 INCH NOMINAL WALL THICKNESS 150 GALLON CAPACITY c� z T s N CONCRETE ANCHOR, REFER TO r ;. POLYETHYLENE PRESSURE CLASS 160 MANUFACTURER'S INSTRUCTIONS FOR 12' MIN. 6" SAND BEL] DETERMINING SPECIFIC ANCHOR . • �. PIPE AWWA C901•-02 PER MON'MU.E WEIGHT FOR PUMP STATION MINIMUM 6 INCH THICK BASE OF 39 IN. WPCA REQUIREMENTS. ROUND AGGREGATE (GRAVEL.). REFER HO V SE FORCE ToMANUFACTURER'S INSTRUCTIONS MAIN TRENCH , SPECIAL FOUNDATIO FOR APPROVED BASE MATERIAL DERED IN EARTH IN PAVEMENT SEE DETAIL FOR PAVEMENT � - ROCK `'� ;ATV, & TEL. ARE ) OVER ELECTRIC 1 ` -Or MIN. )UIT'S j R PIPE °Q IF OR L—PAYMENT LIMIT FOR TRENCH SEMI -POSITIVE DISPLACEMENT TYPE PUMP EXC. do REDOING MATERIAL DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE SEWER SYSTEMS OF DELIVERING 9gprn AT 138' T.D.H MODEL 2012 ELECTRIC AL TELEPHONE TREI�TCH *NOTE* NOT TO SCALE A CONCRETE ANCHOR IS REQUIRED TO PREVENT THE TANK FROM FLOATING. SEE CURRENT MANUFACTURER'S INSTRUCTIONS . OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR ' HOUSE PUMP CHAMBER - NOT TO SCALE MIN. WIDTH 3•-0" MAX. PAY LIMIT = NOTE "A" 0 �O 2 EARTH SECTION IN ROCK CUT CLASS C BEDDING t IF APPUCA \/. N `A*TRENCH NOTE LIMIT PAYl WILL BE MADE UNDER THE APPLICABLE 0 1. FOR LPIMPE ESI.D. THAN ,36»0 SECTIONS OF THE U IT = + 2 -0' . SPECIFICATIONS. ALL PIPING SHALL BE WWIT D H CARE IN ACCORDANCE WITH CT DOT 2• FOR PIPE 36.0 OR 0}YER.. STANDARD SPECIFICATIONS FORM 816. PAY L*IIT - I.D. + 3 -0 . WHERE PoLYETHYLENE PIPE IS USED, APPROPRIATE BACK U SHAH 3. FOR SHEETED TRENCH, MAX,. BE APPROVED BY THE CITY ENGINEER OR AS RECOMMENDED BY THE MAD1H ALLOWED AND MAX. PAY LIMIT SHAH MANUFACTURER FOR SAID APPLICATION. TOPICAL PIPE BEDDING NOT TO SCALE FINISHED GRADE NATIVE SOIL S Of APPROVED BY THE ENGINEER-�� 4~ TOPSOIL / �-- SELECTED MATERIAL- AS DIRECTED BY SELECT BACKFILL THE ENGINEER 4$" MIN COMPACTED NATIVE BACKFILL ROCK 1'--0' MIN. � (WITHOUT INSULATION) MATERIAL FREE OF LARGE 4--1'-0" MIN. SPRING UNE STONES OR COBBLES / HAUNCHING r ✓ BEDDING MATERIAL. ✓ 3/4"-1" BROKEN J"CRUSHED STONE OR GRAVEL STONE AS DIRECTED BY THE ENGINEER- SEE NOTE "B" STABILIZED UNDISTURBED 2 EARTH SECTION IN ROCK CUT CLASS C BEDDING t IF APPUCA \/. N `A*TRENCH NOTE LIMIT PAYl WILL BE MADE UNDER THE APPLICABLE 0 1. FOR LPIMPE ESI.D. THAN ,36»0 SECTIONS OF THE U IT = + 2 -0' . SPECIFICATIONS. ALL PIPING SHALL BE WWIT D H CARE IN ACCORDANCE WITH CT DOT 2• FOR PIPE 36.0 OR 0}YER.. STANDARD SPECIFICATIONS FORM 816. PAY L*IIT - I.D. + 3 -0 . WHERE PoLYETHYLENE PIPE IS USED, APPROPRIATE BACK U SHAH 3. FOR SHEETED TRENCH, MAX,. BE APPROVED BY THE CITY ENGINEER OR AS RECOMMENDED BY THE MAD1H ALLOWED AND MAX. PAY LIMIT SHAH MANUFACTURER FOR SAID APPLICATION. TOPICAL PIPE BEDDING NOT TO SCALE FINISHED GRADE 4~ TOPSOIL 4$" MIN COMPACTED NATIVE BACKFILL (WITHOUT INSULATION) MATERIAL FREE OF LARGE STONES OR COBBLES USE SELECT SAND nLL :::' ::•• .:, - (PROVIDE 12" COVER OVER PIPE) ;::; . ;:�• _ : ; 6'" BEDDING SAND INSTALL 180 LF.-- 1-1/4 INCH COPPER POLYETHYLENE PRESSURE CLASS 160 12' MIN. PIPE AWWA C901•-02 PER MON'MU.E WPCA REQUIREMENTS. HO V SE FORCE MAIN TRENCH , NOT TO SCALE POLY. MH STEP PRECAST CONC. RISER 4'•-0" INSIDE DIA. BRICK SHELF -� "/FT. SL OM 1 s : ; ' « + 2'-0" MAX. S7U1 IL A At .: • MECHANICAL SEAL (WATERTIGHT) TYP. ►;,..'�'- ' OR FLEX. MH CONNECTIOI` (SEE DETAIL) ELAN PLASTIC MANHOLE STEP \ 12' TYP 1', 2', 3', OR 4' RISER SECTIONS AS REQUIRED --__j STAINLESS RAPS. WITH PVC TEE PISTAINLESS STEEL .00 DIA. VARIES ANCHOR BOLTS W/ INSERTS (TYP.) NON -SHRINK MORTAR BITUMASTIC DAMPPROOFING ON -S~ MORTAR 45' ELBOW. ROTATE 5" 60 DIA. 5" 2'_0" DOWN TO SEWER INVERT �-- MAX. STUB j (PVC) g" 4000 PSI CONCRETE CONCRETE OR BRICK- 1 /2" OR 3/4" CRUSHED STONE MASONRY SELF-CLEANING 12" THICK INVERT SECTION A -A PRT --(,`AST ]CONCRETE MANHOLE WITH INSIDE DROP NOT REVISION 6-26-09 7—Z7-09 6-7-09 NOTES AND DETAM-1 9R BURLAKE Lol,.0 GAY H ILL ROACH MONTVILLE, CONNECTICUT TAR BEL-- , H EI M 4 AS SOC., INC. C1141L ENGINEERS -- ..AND SURVEYORS 1227 BURNSIDE AVE., SUITE 31 EAST HARTFORD, CT (660) 526--1610 JOB NO, DATE: SCALE: DRAINN BY SHEET NO: 1455.31 2_09 AS SHOWN I M.L.•T. 19 of 24 MAP, I 4" � K oftmon - 3 -4 3 GRADE GRATE AS 1'••••8 3/8" 8 ala" TOP SPECIFIED OF BY TOYM OF CURB MONTEVILLE SEE DETAIL FRAME & GRATE AS SPECIFLED BY TOWN S 3/4" MIN. A A FRAME 8 LL z V-10" DIA. 4'-4"s a m 6 3/4' MIN. 6 7/6" MIN. i'-6 7/8" ----- T Ile V-6 7/8" 7 1/2- - NOTE: *FERE HEIGHT OF BASIN FROM TOP OF CURB @ � M END OF PIPE SHALL TO BOTTOM OF BASIN IS - GREATER THAN 1 S 0 -0 , +4 BE CUT FLUSH VA7H $" 8" WALL THICKNESS SHALL 8E INCREASED TO 12. INSIDE WALL OF MANHOLE INSIDE DIMENSIONS SHALL REMAIN THE SAME..MN 2 � -'TOPS�L/PAW RENT . ' SECTBiV A -A f. . *� DIMENSIONS SHOWN ARE MINIMUM. ACTUAL SECTION o a INSIDE DIMENSIONS ARE BASED ON D= 1•• 0", 3 5/8' d '4 35/8 2'-0 5/6" int CO,MPA TD A GRADED f r I+�. WHERE D !S 'fb'lE HORIZONTAL INSIDE DIAMETER AS 2'-10 5/I3" CS ` 9 Q FROZEN MATERIALS AND PARTICLES 8! - 1L'-� 7%8"# $" MEASURED FLUSH TO THE WALL. CROSS-SECTION T�,1 MATCH CONCRETE POURED 12 2'--8 3 f 4» 12"7 f - OVER 4 IN SIZE CROSS-SECTrtpN OF ROAD IN PLACE 4R PRE g" - +'WYEIGHT 360 LBS. " CAST CONCRETE Z, -Oa 23' TRANSVERSE SECTION 1a 3/1+6" UNITS STANDARD FRAME Af+E? COVER " 2" 10 3/161 v 3/i6" BARS 2'-0 5/8` 4 -a LONG - O �� o O TO BE CLA I GRAVELBACKFILL FULLY 10 "'.'- ` s" EARTH - 00 0 O O O f3 0 PRECAST CONCRETE CURB INLET 2" 15" 12" MIN IN ROCK Q Q �} QUENT FILL (� 0 0 O {� TO BE AS REQUIRED BY tNSPEC71NG ENGINEER 111 X9T 2 13116" C WALLS SHALL BE BUILT MINIMUM 8' YWTH BRICK, 12' 4. N-0" TO 4'-Q" W4 6" WTH PRECAST CONCRETE. UNITS dt " ALL. 15" POURED CONCRM, AT THE OPTION OF THE . 12 3 13/18 VARIABLE JOINTS TO CONTRACTOR. BRICKS & PRECAST CITE UNITS » 2 .-1 3/8" BE TO 13E LAID IN CEMENT SAND MORTAR 1:2 MIX, JOINTS RCP •QED DIhi G ' BEAMN �" 2 ••-O -- POINTED BE NOT OVER ON INSIDE FACE. WALLS SHAD. NOS' TO SCALE 4" STEEL 'Y 9.5** /FT. 3'-0` LONG FLUSH & BE 12" THICK WHEN DEPTH OF MANHOLE IS GREATER 7 13/16 POURECONCRED FULL/ 15" THAN 10 FEET O •' 7 5/8" 7 5/8" OR 2 3/16" PRECAST 2' 6/ 4" 8 4 -0 8 affh"UNITS CONCRETE p 5'-�» A rr 0 STEPS TUAL TO O BE A�f�MINUM VARIABLE 5 1 /2" 3 51/2- NO. 12653 2' MIN. ENl3 OF POURED CONCRETE ' •. THIS PIPE 12" TO BE CUT sSECTION A --A t ' .�• ! '. • +'• ' " FLUSH_ 6" < ' °.. ' d INSIDE OF CONCRETE OR 4 a �' INLET BRICK INVERT+' ' . ' r• • ' POURED ATE 8" 9" PROCESSED 4'-0" 8" $» 3'-0 8' DIAMETER - VARIES W17H THICKNESS- OF WALL r GRA�EL 5,-¢" - - ' VER71CAL SECTION - .. 0G1Tt1DIN L CTlON SECnoN STORM MANHOLE TYPE "All NOT TO SCALE ME T" CATCH BASIL DOUBLE ORATE TYPE II" f l NOT TO SCALE •'�•�CAC11BASIN -. FINISHED GRADE NOT. Ta SCALE r D M EN SI ON S Y DIA. A 0 C D E F R-1 R-2 4" TOPSQ!<. 12 4' 2'-0" W-0 .318* W-0 .3x 2 -e 1'-7 15 6" 1'-0 l 4: g" 2' " 15 6" 2'-3" 3'--10" 60-1" 2'-6" 2'-0 5 1$' 1'-0 1 20 11" - 2 � - � - COMPACTED NATIVE BACKFILL 48 MIN 4n -1MATAL FREE Of" I.ARt�E (YViiHOUT INSWATf( 1} 18" 9r 2'-3" 3'-i0" . 6'-1" 3'-0" 2'--5" V-3 1/20. 1'•" 0" jt4 - ---------i 2` STONES OR CQMLE$ •.:..i; ,•rr • f •.. •. ., 24" 9 1 2` 3`-7 1 Z" 2'-6" 8'--1 t 2" 4'-'•4` 2'-9 3 16` 1'-4 i 3 1 t5" 1 •-2` ,..... .~ ' •'•` ".� ::` •' 3IT" 1'--0' 4'-6" 1-73 4" 6'-1 3 4" $'-O" 3'_1" 6' USE SELECT SAND FILL ' ` ` '' "`'"� 1 --6 1 Z" 1'•-3" (PROVE 12` COVER OVER PIPE ' • 38 1'-3" 5'-3" 2'--10 3 4" 8'-1 3 4' 6'-0" 3'-11 13/16* 2'--0 5 6" . ••�:_: 42" 1'-9" 5'-3" 2'-t1' 8'-2" 6'.-6' 4'--5 71W 2'-3 i 2" 1'-10` J 80 LF.- 1-1/4 INCHf .. AWWA C"•0 PVC 6" BEDDING SAND " " " �"-" PIPE PEft TOWN QF �ta!LE W ,'.�:�...+•rpt. •. 48 2 -0 6 -0 2'-•2 8'-2" 7'-••0" 4`-.•8 1 2" 2'-4 i 2" 1'--14" 2 REQU RBFXT . . VADTH VARIES 2 12" MIN. Y 1 1 PUMP STATION FORCE MAID TRENCH X 1.-8A X NOT TO SCALE: R-1 Q DEPTH i --- -� ' 2 WIDTH VARIES 2 SHED GRADE + - 1 20''I I f�I I I� I I F•.�I 11�' 1 anVE MATERIAL NOTES: cnoN CURB R12 " SHALL AS REQUIIRED o TONG rE AND GROOVE OR BELL AND SPIGOT " E. `- 2a' / t'-" WAIL THZ� 04BS SSI•I CONFORONFORM TO M PIPE THICKNESS. LJSTRUCTURE SHALL BE - PLACED ON EXIS'TIMG SUITABLE DEPTH - -I 6• h , ;.• / Y F COMPACTED MATERIAL OR 12" GRAVEL BASE. PAVEMMENT r� •.',,;•..:r.; ` =: .�• LWR FABRIC TO mcanON PROCESSED .3 j SURROUND ENTIRE UNDER AGGREGATE BASE I \\f ORM TRENCH y\ WCH DIAMETER { j - / �M ! PERFORATED PVC PIPE r ��! 4e� . / 3/4 INCH OR 1 2 INCH WASHED ��TE. 6 ROUND STONE 0R PEA STONE 6c0 , 20' tp WH CLEAN A. } 1 SAND OR GRAVEL PLAN o ' I iY 14 NOTES: CONCRETE CUTOFF WALL R11w A OR PRE CAST SLAB 2 • P� i.j PERFORATIONS TO BE PLACED•04WN. ANMD TO CULVERT END MODIFIED RIPRAP LEVEL, SPREADER FOR. 2.) HOLES TO BE 1/4 fNa•I DIAMETER, OR -0 O.24-INCH,MODIFIED R I P RA P LEVEL SPREADER FOR 3/8 INCH 0WC7ER - �`�' PIPES .� vow NOT TO SCALE 18 INCH PIPE FROM POND J3 NOT To SCALE UNDER DRAIN O NOT TO SCALE CNCIZ F.TF. •FI .A R F.n F_NTl NOT TO 'SCALE • t B • ram ; • NO. 12014 .= 6`_ MONNf �, ,, ENS,.• �r� 0 AL Eti TARE REVISION 1 n 6-26--49 C V 1L E 7-27-09 t 8-7-09 1227 BUP NSIDE JOB NO. DATE: 1455.31 E W: BITUMINOUS R50.0' RIGHT OF W R.O. BITUMyANOUS CONCRETE CURB (TYPICAL) CULrDE-SAC NOT TO SCALE RIGHT OF WAY (R.O.W.) RIGHT OF WAY (R.O.W.) Vf DTH 50' 24 FT. 12 FT. 12 FT. t l: R=30' EDGE OF PAVEMENT 9' 3/8" PERFT. CROSS SLOPE 8MOLUMAL MAD A. 1 1" COMPATEU PREMIXED BITUMINOUS BASE AND 1 Ct 'ACTED 81TUMINOUS SURFACE COURSE B. 6" PROCESSED NAVEL BASE C. 12" MINIMUM COMPACTED -ROLLED GRAVEL SUBBASE D. GRASSED :AREA 1 1/2" Compacted Bituminous Surface Coarse 1 1/2" Compacted Premixed Bituminous Base �. l••►ti.��,�.. a r, lY ,� 6�1 ti, sir t.,; . �.��,.�ti� ► �. ;:.«. ,,�� 'ns• ;- `':�';;, +��';��! Minimum 12'F Minimum CROSS SECTION EMERGENCY ACCESS DRIVE Not To Scale t OF PAVEMENT rNm" r wr "P% l TYPICAL INTER•SECTION RETAILS SAWCUT EXIS7ING PAVEINT NOTE: UNDISTURBED MINIMUM PAVEMENT RADII FOR INTERSECTIONS: EpST1NG PAVEMENT UNDISTURBED LOCAL INTERSECTION LOAL ROAD = 30' LOCAL INTERSECTING COLLECTOR ROAD = 30' EXISTING PARENT ALL ARTERIAL INTERSECTIONS = 50' MINdMUM RADIUS OF EDGE OF PAVEMENT FOR LOW TURNING SPEED -- 20f M.P.H. (AT INTERSECT.) INTERIOR RADIUS, "P" RADIUS, "T" ANGLE PASSENGER) (TRUCK) 3 TRAFFIC TRAFFIC 90• 30 FEET 50 FEET 13 35 60 1200 45 70 SPEED — CURVATURE RELATIONS SPEED 15 20 25 30 35 40 MIN. RAD. (INNER EDGE OF PVM) 50 gp 150 230 310 430 DEGREE OF CURVE. 64 38 25 18 13 NOT TO SCALE 12' OR 13' LOCAL — 15' COLLECTOR — GRADING AS SHOWN ON PLANS A e RIGHT, OF WAY (R.O.W.) WIDTH 50' LOCAL a i 3/8" PER FT. CROSS SLOE 817UWNOUS •ktir* , � .. , :• � wY •> x 4 o.. '`.'��. CONCRETE CURB (TYPICAL) /9 SEWER LINE ic WATER LINE GAS 10' MIN 5' IAN 'I'YPLCAL UTIITT- L A' NOT 12" MIN. PROCESSED GRAVEL BASE (TYP.) ` O O GRADING AS SHOWN -ON PIANS CA�I3I,E ELE CTRICAL STORM DRAINAGE all—weather road i I— TRENCH TO BE MINIMUM 1ADTH NOTES: TREIwICH COMPACTING SHALL BE IN ACCORDANCE V87H THE APPLICABLE PARAGRAPHS OF THE TREM04 EXCAVATION SECTION OF THE LATEST STATE OF CONS NEC'11CUT STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION. 3" BITUMINOUS CONCRETE (HOT MIX) SURFACE COURSE CLASS 1 (2 COURSE OR MATCH EXISTING, >IiEVER IS GREATER UNDISTURBED EfISTING PAVEMENT i MCC --70 PRIME COAT r 0.4 GAL/S.Y. 10" MIN, PREO 7 7_ GRAVEL BASE (TYP.) TRENCH WI07H 4 1/2" cap -- steamer hose connection nipple 4 1/2" steamer to fi" pipe thread 16" elbow (90 or 45 degrees) 6" or larger riser 24" 20 • max./ 10or less prefe rred UNDISTURBEO EXIS71NG PAVEMENT SAWCUT EMSTING PAVEMENT SEAL JOINT existing grade frost free depth �D thrust block 6" or larger pipe (iron.steel or SCH 40 PVC) 6" elbow (90 or 45 degrees) DRY HYDRANT N.T.S. water level 24" fi" screen 1 1/2' 811MAINOUS CONCRETE (HOT MIX) r `� ` • I;• �� SURFACE COURSE CLASS, I— TRENCH TO BE MINIMUM 1ADTH NOTES: TREIwICH COMPACTING SHALL BE IN ACCORDANCE V87H THE APPLICABLE PARAGRAPHS OF THE TREM04 EXCAVATION SECTION OF THE LATEST STATE OF CONS NEC'11CUT STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION. 3" BITUMINOUS CONCRETE (HOT MIX) SURFACE COURSE CLASS 1 (2 COURSE OR MATCH EXISTING, >IiEVER IS GREATER UNDISTURBED EfISTING PAVEMENT i MCC --70 PRIME COAT r 0.4 GAL/S.Y. 10" MIN, PREO 7 7_ GRAVEL BASE (TYP.) TRENCH WI07H 4 1/2" cap -- steamer hose connection nipple 4 1/2" steamer to fi" pipe thread 16" elbow (90 or 45 degrees) 6" or larger riser 24" 20 • max./ 10or less prefe rred UNDISTURBEO EXIS71NG PAVEMENT SAWCUT EMSTING PAVEMENT SEAL JOINT existing grade frost free depth �D thrust block 6" or larger pipe (iron.steel or SCH 40 PVC) 6" elbow (90 or 45 degrees) DRY HYDRANT N.T.S. water level 24" fi" screen WRAP GEUTEXTILE UNDER HAY BALES — UP AND OVER AT OUTLET To UPPER SEDIMENT BASIN LENGTH OF HAY BALES TO CROSS FLOW PATH AND BE A MINIMUM OF 30 FEET. AT ALL OTHER LOCATIONS THE LENGTH WILL BE DETERMINEO IN THE FEW, 3 PT WIDTH 18 INCHES HIGH 1 INCH STONE ANCHOR WITH TWO 2" x 2" x 4' STAKES -- EACH BALE • �_ NOTE: THE INTEGRITY OF THE SYSTEM- . MUST BE CHECKED DAILY WHILE WORK IS. OCCURRING IN. THE DRIVEWAY AREA. ALL SEDIMENTS MUST BE REMOVED WHEN A 3 INCH DEPTH 15 EVIDENT. HAY BALEI TOkMAY iBALE'ICi ...�_�..�......_....r4�1-• INSTALLATION D-ETAIL NOT TO SCALE STAKE 42 ' MIN. (TYP.) FILTER FABRIC (TYP•) 2"x2"x4`S-FAKES 30" I _,,HAY BALES Ftow s- SILTATIONEENCE — HAY BALE NOT TO SCALE INNER WIRE MESH LAYER OUTER SILTATION FENCE LAYER FINISHED GRADE jp �+�i iii ♦ ++ i i #�Miii1*1 iiiii iiia *,I MCI 4►��*moi~i �i ����i 12" SOLID ADS N-12 PIPE R,N. FLS NOT TO SCAL-E WOOD STAKES TO BE INss>"�ALLED EVERY 4 FT. OR WHERE REQUIRED TO SUPPORT FENCE THROUGHOUT 3 i 20 �_mii > �-----e-�f�'tt UNDISTURBED EARTH C 125 EROSION BLANKET INSTALLATION! ON SLOPE NOT TO SCALE SURIM SILTATION FENCE AND WIRE MESH LAYERS► III. 6" INTO UNDISnxRSED EARTH 0 Botanical Name Common Mame lisma plantago-aquatica Mud Plantain sclepias incarnata Swamp Milkweed Aster novi-belgii ew York Aster idens cemua Carex comosaBristly/Cosmos Nodding Bur Marigold Sedge f Carex. crinita Fringed Sedge (Nodding) Carex lupulins Hop Sedge Carex lurida Lurid Sedge (Shallow) Carex. scoparia Blunt Broom Sedge Carex vulpinoidea Fox Sedge upatorium maculatum Spotted Joe Pye Weed IF upatorium perfoliatum, lyceria canadensis lyceria striata Boneset Rattlesnake Grass iFowl Mannagrass uncus effusus imulus ringens Soft Rush Square Stemmed Monkey Flower noclea sensibilis Sensitive Fern cirpus atrovirens cirpus cyperinus irpus validus Verbena hastata Green Bulrush Wool Grass Soft Stem Bulrush lue Vervain 4&' i NEW ENGLAND WETLAND PLANTS, INC. PONDS 1 s2 & 3 VEGETATION PLANTINGS NOTE: Always apply seed mixtures on clean bare soil. The mix may be applied by hydro --seeding, mechanical spreader or on small sites it can be spread by hand. Lightly rake or roll to insure proper soil --seed contact. Best results are obtained with a Spring seeding. Late Spring and Summer seeding will benefit with a light mulching of clean weed—free straw to conserve moisture. :..•`` f ;�o �'-•y ..-NOTES_ AND GETMLI s• �fl•. ' •. Ei �• P BURWkKELLC GAY H ILL ROAD MONTVILLE, CONNECTICUT TARBIEIL.I., HEINT4 %3 ASSOC., INC, REVISM 6-fto -O9 CIVIC. ENGINEERS -- LAND SURVEYORS 7-27-09 6-7-09 1 ZZ7 P URNSIDE AVE., SUITE 31 EAST HARTFORD, CT (660) 5Z8-1810 JOB NO. DATE: SCALE: DRAWN BY SHEET NO: 1455.31 z.-O3—p9 AS SH01 M.L.T. ?.2 of 24 /1 999ML SOIL EROSION AND NT CONTROL N07ES (A) THE SOIL EROSION AND SEDIMENT CONTROL CONTACT PERSON: GLEN AL.DRICH, 9R SURL.AKE ROAD LLC.; ADDRESS: 587 VAUXHALL STREET EXT., WATERFORD, CT 06385. HAS THE RESPCNSOLITY FOR IMPL.,EMEONG THE SOIL EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES: - 7W INSTALLATION AND MAINTENANCE OF THE REQUIRED - CONTROL MEASURES - W`ORW4G ALL PARTIES EDGED ON THE- CONSTRUCTION -SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE SOIL EROSION AND SEDIMENT CONTROL PLAIN - NOTIFYING THE PLAAINING ANO ZOMG..OMCE OF ANY TRANSFER OF THIS RESPONSIBILITY - CONVEYING A COPY OF THE SOIL EROSION- AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. (B) ALL SOIL EROSION AND SED*sw CCNmOL MEASURES SHALL BE IN PLACE PRIOR TO ANY GRADING AMM. INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES. MEASURES SHALL BE LEFT IN PLACE AND MAINTAINED UNTIL CONSTRUCTION- IS COMPLETED AND/OR AREA IS STASIUZED. (C) ALL ENTRANCES TO THE PROJECT SITE ARE TO BE PROTECTED BY STONE TRACKING PADS OF ASTM C-33, SIZE 140. 2 OR 3, OR CT. D.O.T. 2" CRUSHED GRAVEL THE STONE TRACKING PAD IS TO BE MAIN- TAINEB AT ALL TIMES "ING THE CONSTRUCTION PERIOD. (D) LAND DISTURBANCE WILL BE KEPT TO A MINIMUM AND RESTABILIZATIONS WILL BE SCHEDULED AS SOON AS PRACTICAL. (E) ALL. SOH. EROSION AM SEDie+NENT CONTROL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE CONNIECTICUT GUMLINES FOR MSION AND SEDIMENT CONTROL INCLUDING THE LATEST DATE FROM T14E CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION. (F) ANY ADDMONAL EROSION/SEDIMENTATION CONTROL DEEi9D NECESSSAX BY TOWN STAFF DURING CON- STRUCTION. SHALL BE *&TALLED BY THE DEVELOPER, IN ADDITION, THE. DEVELOPER SHALL BE RESPONWLE FOR THE REPAf#t/REPLACEMENT/IAMN7EIW4CE OF ALL EROS*N CONTROL MEASURES UNTIL ALL DISTURBED AREAS ARE STA84UZED TO THE SATISFACTION OF THE TOWN STAFF. (G) IN ALL AREAS, REMOVAL OF TREES, BUSHES AND OTHER VEGETATION AS WELL AS DISTURBANCE OF THE SOIL IS TO BE KEPT TO AN ABSOLUTE .W4MUM -WHILE ALLOWING PROPER DEVELOPMENT OF THE .SITE. DURING CONSTRUCTIONS EXPOSE AS SMALL AN -AREA OF SOIL AS POSSIBLE FOR AS SHORT A TIME AS POSSIBLE. (H) SILTATION FENCE SHALL BE PLACED AS INDICATED BEFORE A CUT SLOPE HAS BEEN CREATED. SEDIMENT DUOSOS_ SHOULD ,0E PERIODICALLY REMOVED FROM THE UPSTREAM SIDES OF SILTATION FENCE. THIS MATERIAL- IS TO BE SPREAD ANO STABILIZED- IN ARSAS NOT SUBJECT TO EROSION, OR TO BE USED IN AREAS : WHICH ARE NOT T4 .8E PAVED OR BUILT ON. SILTATION FENCE ARE TO BE REPUtCED AS NECESSARY TO PROVIDE PROPER FILTERING ACTION. SILTATION FENCE ARE TO ROM IN PLACE AND BE -MAINTAINED TD- INSURE EFFICIENT SILTATION CONTROL UNTIL ALL AREAS ABOVE THE EROSION CHECKS ARE STABfUZEO AND VEGETATION HAS BEEN ESTABLISHED. (I) TOPSOIL IS TO BE STRtPPED AND STOCKPILED IN !MOUNTS NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS REQUIRING TOPSOIL. THE STOCKPILED TOPSOIL IS TO BE LOCATED AS INDICATED ON THE PLANS. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 30 DAYS, THE STOCKPILE SHALL BE TEMPORARILY SEED ANO =RINGED WITH A SILTATION FENCE To PREVENT EROSION. (J) PIPE DISCHARGE AREAS (TEMPORARY & PERMANENO WILL BE PROTECTED WITH RIPRAP SPLASH PAILS, ENERGY DISSIPATERS WILL BE PROVIDED AS NECESSARY. (K) PIPE INLETS WILL BE PROTECTED WITH HAY BALE FILTERS OR SILTATION FENCES T14ROUGHOUT CONSTRUCTKIN AND UNTIL ALL DISTURBED AREAS ARE THOROUGHLY STABILIZED. (L) THERE IS TO BE NO STOCKPIUNG OF SOIL, WITHIN A TEN FOOT LIMIT OF ADJOINING PROPERTIES. ANY AND ALL FILL MAIIERIAL IS TO BE FREE' -OF BRUSH. RUBBISH, TIMBER, LOGS. VEGETATIVE MATTER AND SIN AMOUNTS TN NAT WILL ,.BE . DETRIMENTAL T4 CONSTRUCTING STABLE FILLS. MAXIMUM SIDE SLOPES OF EXPOSED SURFACES OF ' EAR'TH TO BE 2:1 OR AS OTHERWISE SPECIFIED BY -LOCAL AUTHORITIES. (M) ALL FILL AREAS SHALL. BE COMPACTED SUFFICIENTLY FOR THEIR INTENDED PURPOSE AND AS REQUIRED TO REDUCE SUPPING, EROSION OR EXCESS SATURATION. (N) TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING. OR SEEDING. (>RAR'1l 1lE�liNE COVER (TV): TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL SOILS EXPOSED FOR PERIODS OF UP TO 12 MONTHS. 1 • 'm P TION; (A) GRADE AREA AS NEEDED AND FF,AS9U TO PERMIT THE USE OF EQUIPMENT FOR SEEDBED PREPARATION, G, MULCH "APPUCATTON AND MULCH ANCHORNNG. ALL GRADING SHOULD' BE DONE IN ACCORDANCE WITH THE MEASURE FOR LAND GRADING (SEE LATEST REVISION OF STATE OF CT GULOELM FOR SOIL EROSION AND SEDIMENT CONTROL). (8) INSTALL NEEDED EROSION CONTROL MEASURES SUCH AS DEVERSWNS, GRADE ST TION S'1TtUC1URES, SEDINIM BASINS AND GRASSED WATERWAYS. 2. 30= EIRM- T oN (A) APPLY UMESTONE AND FERTIUZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH - AS THOSE OFFERED BY THE UNIVERSITY OF CT SOIL TESTING LABWATORY. SOIL LE MAILERS ARE. AVANABL.E FROM THE LOCAL COOPERATIVE EXTIEiVSION . SF3ME OFFICE.' IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERIE TIMING IS CRITICAL., FERTILIZER MAY BE APPLIED AT THE RATE OF 300 LBS. PER ACRE OR 7.5 LBS PER 1,000 SQ.FT. OF 10-10-10 00 EQUWLENT. APPLY UMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AS FOLLOWS: SOIL TEXTURE TONS/ACRE LBS/1,000 SQ.FT. CLAY, CLAY LOAM AND HIGH ORGANIC SOIL 3 135 SANDY LOAM. LOAM, SILT LOAM 2 90 LOA 1 SAND, .ARI 1 45 REFER TO COUNTY SOIL SURVEY REPORT FOR SOIL: TEXTURES AT THE Ste,• (8) WHERE THE SOIL HAS BEEN COMPACTED BY CONSTRUCTION OPERATIONS, LOOSEN SOIL TO DEPTH OF 2 INCHES BEFORE APPLYING FERnUZEiR LIME AND SEED. (C) APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL, CULTIPACKER TYPE SEEDER OR HYDROSEEAER (SLURRY- INCLUDING 'SEED AND FERTILIZER). HYDROSEEDINGS, WHICH INCLUDE MULCH:. MAY BE LEFT ON SOIL SURFACE. SEEDED RATES MUST HE INCREASED -10X WHEN HYDROSEEOING. 3. MULGHNG (A) SEE GUIDELINES IN TEMPORARY MULCHING AiIVE CdVER ('V): PERMANENT NEGETATWE COATER SHALL BE ESIABUSHED ON ALL EXPOSED SOILS WHERE PEREW41AL VEGETATION IS NEEM FOR LONG TERM PROTECTION. (A) GRADE AS NEEDED AND FEASfl3LE TO PERMIT THE USE OF CONVENTIONAL E!QUII. FOR SEEM PROPARATION, SEEDING, MUM APPLICATION AND ANCHORING AND MAINTENANCE. -ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH, THE- MEASURE FOR LAND GRADING (AS. SPECIFIED IN THE LATEST REVISION. OF THE ' STATE OF CT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL), 2. SEMIM EREEMagN (A) APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS SUCH AS THOSE OFFERED BY THE UNIVERSW OF CONANEGTTCUT SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE 9CIV4SM SERVICE OFFICE. IF SOIL TESTIING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE ywo IS CRITICAL, FERTILIZER MAY , BE APPLIED AT RATE OF 300 LBS. PER ACRE OR 7.5 LBS. PER 1,000 SQ.FT. USING 10-10-10 OR EQkWALENT. IN ADDITION, 300 LBS. OF 38--0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED -FOR TOPDRESSING. APPLY GROUND LJ ONE (EQUIVALENT TO 50X CALCIUM PLUS MAGNESIUM OXIDE) AS - FOLLOWS: SOIL TEXTURE TONS/ACRE LBS/1,000 SQ.FT. CLAY, CLAY LOAM AND HIGH ORGANIC SOIL 4 ISO SANDY LOAM, LOAM. SILT LOAM 3 135 LOAMY SAND, SAND 2 90 REFER To COUNTY SOIL SURVEY REPORT FOR SOIL TEXTURES AT THE SITE. (8) WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL. TO A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH NARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROW4G OR DNSCING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE Till" UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. (C) REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION. REMOVE ALL OTHER DEBRIS, SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR OTHER UNSUITABLE MATERIAL.. 3. *SEE= DA (A) SPRING SEEOINGS USUALLY GIVE THE BEST RESULTS. SPRING SEEDINGS OF ALL SEED ARIES WITH LEGUMES IS RECOMMENDED, HOWEVER LASE SUMMER SEEDNGS PRIOR TO SEPTEMBER 'I CAN BE MADE: WHEN CROWN VETCH IS SEEDED IN TATE SUMMER AT LEAST 35 PERCENT OF THE SEED SHOULD BE HARD SEED (UNSCARIFIED). THE RECOMMENDED SEEDING DATES ARE: APRIL. 15 THROUGH JUNE 15 AUGUST 15 THROUGH SEPTEMBER 1 4. SE9WQ (A) SELECT A MIXTURE FROM THE SEEDING SCHEDULE OR USE MIXTURE RECOMMENDED 13Y THE SOIL CONSERVATION SERVICE. INOCULATE ALL LEGUME - SEED WITH THE CORRECT TYPE AND AMOUNT OF INOCULANT. (a) APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL, CULTIPACKER TYPE SEEDER OR HYDROSEEDER (SLURRY IICWDING SEED OR FERTIUZER). ?=MAL SEEDING DEPTH IS FROM 1/4 TO 1/2 INCH. HYDROSEEDINGS WHICH ARE MULCHED MAY BE LEFT ON SOIL SURFACE. (C) WHERE FEASIBLE, EXCEPT WHERE EITHER A CULTIPACKER TYPE SEEDER OR HYDROSEeM IS USED, THE SEEDBED SHOULD BE FIRMED FOLLOWING SEEDING OPERATIONS WITH A ROLLER, OR LIGHT DRAG. SEEDING OPERATIONS SHOULD BE ON THE CONTOUR. (D) FROST CRACK SEEDING CAN BE USED. FROST CRACK SEEDING MUST BE DONE IN LATE WINTER ORIEARLY SPRING. SUITANX WEATHER CONDITIONS ARE FREEZING NIHTS AND THAWWG DAYS WITH LITTLE OR NO SNOW COVER. SEEDING RATES MUST BE INCREASED 10 PERCENT WHEN USING THIS METHOD. (E) HYOWUC APPLICATION (HYDROSEEOILG), IS A SUITABLE METHOD FOR USE ON CRI ICAL. AREAS. VKWHYDROSEEDING, A SEEDBED IS PREPARED IN THE CONVENTIONAL WAY OR BY KW RAKING TO LOOSEN AND SMOOTH THE SOIL AND TO REMOVE SURFACE STONES LARGER THAN SIX INCHES IN DIAMETER. SLOPES MUST BE NO STEEPER THAN 2 TO 1 (2 FEET HORIZONTALLY TO 1 FOOT VWICALLY). LIME AND FERTILIZER MAY BE APPLIED SIMULTANEOUSLY WITH THE SEED. THE USE OF FUER MULCH ON CRITICAL AREAS IS NOT ' RECOMMIDM (UNLESS IT IS USED TO HOLD STRAW OR HAY). FIBER MULCH -DOES NOT PROVIDE ADEQUATE SEEDBED- PROTECTION. BETTER PROTECTION IS GAINED BY USING STRAW 'MULCH AND HOLDING - -t'T' WITH 'ADHESIVE MATERIALS OR 504 - POUNDS. PER ACRE' 4F WOW FIBER -MULCH. SEEDING RATES MUST 8E INCR0SED .10 PERCENT WHEN HYDROSEEDING. (F) APPLY MULCH ACCORDING TO THE TEMPORARY MULCHING MEASURE. (G) IF SEEDING- CANNOT BE DONE WR'HIN THE SEEDING DATES, USE THE TEMPORARY MULCHM MF,ASURE TO PROTECT, THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. i. �lEQ�BdSE (A) LIME ACCORDING TO A SOIL TEST OR AT A MNNMUM OF EVERY • FIVE YOM USING A RATE OF TWO TOMS PER ACRE (100 POUNDS PER 1,000 SQUARE FEET). (8) WHERE. GRASSES PREDOMINATE, FERTIUdZE ACCORDING TO A SOU. TEST OR BROADCAST- BIENNIALLY, 300 POUNDS OF 10--10-10 OR EQUIVALENT PER ACRE (7.5 POUNDS PER 1,000 SQUARE FEET). (C) WHERE LEGUMES PREDOMINATE, FERTILIZE ACCORDING TO A SOIL TEST OR BROADCAST EVERY THREE YEARS 304 POUNDS OF 0-20-20 OR EQUIVALENT PER ACRE (7.5 POUNDS PER 1.000 SQUARE FEET). SILT FENCES -- INSTALLATION REQUIREMENTS 1. .. &EuGma ONLY (A) SYNTHETIC FILTER FABRIC SHALL BE A PERVNOUS SHEET OF PROPYLENE. NYLON. POLYESTER OR EMYLE14E FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUNREMENTS OF THE GUIDELINES. (8) THE HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES. IDEALLY THE BARRIER SHOULD BE PLACED 10 FEET AWAY FROM TOE OF SLOPE. (C) WHEN JOINTS ARE NECESSARY, THE FILTER CLOTH SHALL BE SPUCED TOGETHER ANG SECURELY SEALED AT A SUPPORT POST OR OVERLAPPED ACCORDING TO THE MANUFACTURER'S RECOMMENDATION. (0) POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART ALONG THE BARRIER. AND SHALL BE DRIVEN SECURELY INTO THE GROUND (12 INCHES MINIMUM). (E) A TRENCH APPROXIMATELY 6 INCHES WILE AND 6 INCHES DEEP SHALL. BE EXCAVATED ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER. C THE SHALL Be WKIN �E ANDS THE SOIL EXTENDED THE FILTER IC. THE CH (G) FK.TER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANTI.Y STABILIZED. (H) THE FABRIC SHALL BE PREASSEMBLED WfrH OOD POSTS OR WITH POCKETS FOR w USE WITH WOOD O METAL POST'S. THE FABRIC SHAD. BE ATTACHED TO THE POSTS ACCORDING TO THE MANUFACTURER'S RECOMMENDATION. 2. M6NI' (A) FILTER BARRIERS SHAD. BE INSPECTED IMAEDGATEL.Y AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL 8E MADE IMMEDIATELY. (8) THE BARRIER SHALL BE REPLACED PROMPTLY, SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. (C) SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THEY REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. (D) ANY SEDIMENT DEPOSIT REMAINING IN _ PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO .LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE PREPARED AND SEEDED. iEmema MULL (mu) S OF MASS 1 SEEDING SCHEDULE DEMNITIoti PERMANENT SEEDING APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL 30 -so SURFACE. PERMANENT SEEDING SHALL BE ACCOMPLISHED WITH ONE OF THE FOLk:OWM SEEDING 1. MIXTURES: (A) AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLYKIND HED SEEDED SHALL BE MULCIMMEDIATELY FOLLOWING SEEDING. MULCH ANCHORING WILT. t OF AREA: BORRCW AREAS, ROADSLL]ES, DIKES, LI~VEES, POND BANKS AND OTHER SLOPES AND BE USED ON SLOPES GREATER THAN 3 PERCENT AND CONCENTRATED FLOW BANKS AREAS SUCH AS DIVERSION AND WATERWAY CHANNELS. 9Mxt TLIRE LESIACRE LaSfJo4Q S AREAS WHICH CANNt1rT BE SEEDED WITHIN THE SEEDLING DATES SHOULD BE MULCHED TO PROVIDE TEMPORARY. PROTECTION TO THE SOIL SURFACE. BLUEGRASS 20 .45 AN' ORGJINIG MULCH OTHER THAN W000 FIBER ALONE -SHALL BE USO, AND CREEPING RED FESCUE 20 045 THE AREA SHALL BE SEEDED AS SOON AS SEEDING DATES PERMIT. PERENNIAL RYEGRASS 5 0.1 MULCH - SHALL BE USED WHEN TREE, SHRUB. AND GROUND COVER PLANTINGS TOTAL 45 1.0 DO NOT PROVIDE ADEQUATE EROSION PROTECTION. KIND OF AREA: 1. 982mg - MULC-N,,,,�, LAWNS AND HIGH MAINTENANCE AREAS (A) ORGANIC MULCHES MAY BE USED IN ANY AREA WHERE MULCH IS X J.@SMOE M-li -m so, F? REQUIIEQ. SUBJECT TO THE RESiRI noNS NOTED IN THE STATE OF CT KENTUCKY BLUEGRASS 20 0.45 "OLM[)EN.NNES FOR SOIL EROSION & SEDMENT CONTROL.". CREEPMIG RED FESCUE 20 045 STRAW OR HAY MULCH MUST ,. BE ANCHORED WMEDIATELY AFTER PERENNIAL RYEGRASS 5 0.1 SPREADING TO PREVENT WMiDBLOWING. OTHER ORGANIC MULCHES 00 NOT REQUIRE ANCHORIN. THE FOLLOWING METHODS OF TOTAL 45 1.0 ANCHORING STRAW OR HAY MAY BE USED. CRY SEEDING Rm�L�iES (8) MULCH ANCHORING TOOL TMs IS A TIMTOR-DRO WN IMPLEMENT DESIGNED To PUNCH DAM 0 0) W21H Lal MULCH INTO THE SOIL SURFACE.' THIS METHW PROVIDES WAX "- EROSION CONTROL WITH STRAW. IT IS LIMITED TO ANNUAL RYEGRASS 40 1.0 8/1--10 0.5 WCHES USE ON SLOPES NO STEEPER THAN TO 1 S HORIZON'T'ALLY 3/1--6/15 SEEDING NOTES. TO 1 VERTICALLY), WHERE EQUIPMENT CAN OPERATE SAFELY. MACHMIERY SHALL BE OPERATED ON THE CONTOUR. MAY BE PLANTED UMUGHOUT SUMMER IF SOL IS ADEQUATE OR CAN BE IRRIGATED. jl) 2 SEED AT TVACE THE INDICATED DEPTH FOR SANDY SOTS. (C) TRACKING APPLY MULCH AND .DRIVE TRACKED EQUIPMENT UP AND DOWN- SLOPE OVER ENTIRE SURFACE S4 CLEAT MARKS ARE PARALLEL TO CONTOUR. RCE: U.S. DEPARTMENT OF AGRICULTURE. SOX. CONSERVATION SERVICE, STORRS. CT 989&W 11 CN 1L►TEN" AHD APPi.KrAm RATES (0) UQUIO MULCH BWQERS k'.ER:= SQ.FT. APPLICATION OF LKXAD MULCH BINDERS AND T�� I � SHOULD BE HEAVIEST AT 'EDGES' OF AREAS AND AT CRESTS OF STAW OR HAY 1/2-2 TONS 70-90 LOS FREE FROM MATTER AND RIDGES AND SAWS TO PREVENT WHV08LCWMIG. THE COURSE MATTER. MUST BE OF THE AREA SHOULD HAVE BINDER APPLIED ANCHORED. SPREAD VNTH UNIFORMLY. BINDERS MAY BE APPLIED AFTER MULCH IS MULCH BLOWER OR BY SPREAD OR M%Y BE SPRAYED INTO THE MULCH AS IT IS HAND. BEING BLOWN ONTO THE SOIL. APPLYING STRAW ANO BINDER TOGETHER IS THE MOST EFFECTIVE METHOD. THE FOLLOWING TYPES OF BINDERS MAY BE USED: APPLY W ACCORDANCE WITH CT DOT STANDARD _. SPEC1F 71ON FORM 816, SPEC. 9.4503 SEC(4A). MUD= AINDEN CHEMIM 900M SUCH AS PETROSET, TERRATACK. HYDRO MULCH ANL? AEROSPRAY MAYBE USED AS RECOMMENDED BY THE- MANUFACTURER TO ANCHOR MULCH. THEY ARE USEFUL IN RESIDENTIAL AREAS WHERE ASPHALT MAY BE A PROBLEM. (E) MULCH NETTINGS INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. (F) PEG AND TWINE DRIVE 4 --INCH TO 6 -INCH WOODEN PEGS TO WITHIN 3 INCHES OF THE SOU. SURFACE EVERY 3 FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVEN 8MRE .OR AFTER STRAW IS SPREAD. SECURE MULCH BY STWCHIIwNG lVANEDETWEEN PEGS IN A CRISS-CROSS-VMIN-A-SQUARE PATTERN. TURN 'TWINE 2 OR MORE TIMES AROUND EACH PEG. 2 (A) CHEMICAL MULCHES MAY , SE USED ALONE IN THE FOLLOWING' SRUATIONS: FROM MAY I TO JUNE 15 AND �SEPIEMBER 15 TO OCTOBER 15, PROVIDED THAT THEY ARE USED ON AREAS WITH SLOPES NO STEEPER THAN 4 TO 1 (4 HORIZONTALLY TO 1 VERTICALLY), WHICH HAVE BEEN ROUGHENED. F EROSION STILL OCCURS, ANOTHER MULCH MATERWf. SHALL BE APPLIED IMMEQIATEIY. NOTE: CHEMICAL MULCHES MAY BE USED TO OND OTHER MULCHES OR WITH WOOD FIBER IN -A HYDROSEEDED SLURRY AT ANY TI#E. MANUFACTURER'S RECOMMENDANIM FOR APPLMATIlDN OF CHEMICAL MULCHES SHALL BE FOU MfEO. um D (A) INSTALL IN ACCORDANCE WITH MOMACTURER'S RECOMtitONS �•' 1 ODIFIED � RIPRAP SIZES mawiLm"M ALL MULCHES MUST BE INSPECTED PERIOD1CAi.LY, IN PARTKaM AFTER RAINSTORMS. TO CHECK FOR SOIL EROSION. WHERE EROSION IS OBSMED, ADDflONAL MULCH SHOULD! BE APPLIED. NEr SHOULD BE INSPECTED AFTER RAIN ORIS FOR DISLOCATION OR FAILIAL IF WASMM OR OREW40E OCCUR, RE- W TALL NET AS NECESSARY AFTER REPANONG DAMAGE TO THE SLOPE. INSPECTIONS SHOIA.D TAKE PLACE 'UNTNL GRASSES ARE FULLY E511AWSHED. GRkSSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED WHICH IS MATURE ENOUGH TO CONTROL SO2 STONE SIZE S OF MASS 1 .OUR 0 8 To IF 30 -so 4 To 3050 Lr TO 4" 20-30 'IN TO 10-20 THAN 1 0--10 EROSION AND TO SURWOE SEVERE WEATHER CONDMONS. WHERE MULCH IS USED IN CONJUNCTION WITH ORNAMENTAL PLANTINGS. INSPECT PERIODMALLY THROUGHOUT - THE YEAR TO DETERMINE IF MULCH IS MAINTAINING COVERAGE OF THE SOIL SURFACE; REPAIR, AS NEEDED. DUST CONTROL MEASUREMENT AND RECOMMENDATIONS CONSTRUCTION ACTIVITIES AT THE PROJECT SITE WILL RESULT IN EMISSIONS OF FUGITIVE DUST TO THE ATMOSPHERE. TIE QUANTITY OF FUC YIVE DUST GENERATED WILL BE CONTROLLED BUT IS DEPENDENT UPON WEATHER COMIMS. FUGITIVE DUST PARTICLES NAME A GREATER PROPENSITY TO BECOME ANRSORNE DURING DRY AND BREEZY METEOROLOGICAL CONDITIONS. CONSTRUCTION ACTIVITIES AT THE SITE WHICH WILL RESULT IN THE GENERATION OF FUGITIVE DUST INCLUDE GRADING, MATERIAL LOADING AND UNLOADING, MATERIAL STORAGE PILES AND CONSTRUCTION 'TRAFFIC. INE CONTRACTOR WILL. IMPLEMENT THE FOLLOWING REASONABLE PRECAUTIONS DURING CONSTRUCTION TO MINIMIZE THE OMRA71ON OF FUGITIVE DUST: (A) USE WATER FOR DUST CONTROL OF ACTIVE CONSTRUCTION AREAS. ACTIVE UNPAVED ROADS, AND OTHER SURFACES -WHICH CAN GIVE RISE TO A1RSORNE DUST. A TYPICAL PRACTICE TO BE FOLLOWED DURING SITE GRADING VIRIL BE TO FOLLOW THE EARTH MOVING EQWPMENT WITH A WATER TRUCK TO IMMEDIATELY WET THE NEWLY DISTUR8E0 AREA. Qa} APPLY SEED FOR A VEGETATIVE COVER ON STORAGE PILES, ESPECIALLY THOSE THAT WILL. REMAIN DORMANT FOR AN EXTENDED PERIOD. (C) APPLY THE BINDER COURSE OF PAVING MATERIAL TO SITE AS SOON AS FEASIBLE DURING CONSTRUCTION. (0) THE CONTRACTOR MUST CLEAN/SWEEP DAILY ALL ON --SITE PAVED ROADS AND THAT PORTION OF THE EXISTING PAVED SURFACES ON AND OFFSITE THAT ARE USED FOR THE DURATION OF THE PROJECT BY CONSTRUCTION TRAFFIC. (E) INSTITUTE A MAMMUM ON SITE SPEED LIMIT OF 15 MILES PER HOUR. (F) THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL DURING THE CONSTRUCYM PROCESS. TiiE CONTRACTOR ' SHALL. INSPECT THE SITE TO ASSURE DUST IS ADEQUATELY CONTROLLED. F TE OWNERS REPRESE'NTA71VE DETERMINES DUST CONTROL, MEASURES ARE NOT ADEQUATE THE CONTRACTOR SHALL BE REQUIRED TO ;INCREASE THESE MEASURES AS ONRECTED. 6 1 TRENCH DRAINS, MANHOLES AND CATCH BASINS ,�Nk - - _�r Qrr' " v,D,rT lu NOT TO SCALE I" IREBAR FOR BAG REMOVAL FROM INLET EXPANSION RESTRAINT ROPE NYLON 2"x2"x3/4' RUBBER BLOCK, NOTE: REQAM FLOW -aa 40 GAL./MIN./SF HSI FLOW = ?00 GAL./MIN./SF TEMPORARY WOETA71YE COVER TO BE ESTABUSHED ON TOPSOIL STOCKPILE ANCHOR WITH TWO 2" x 2" x 4' STAKES -- EACH BALE Flow 3'. FABRIC FLOW �ILTOCK NOT TO SCALE STORE ON FILTER FABRIC MARAFN 140(N) Flo J CONSTRUCTION ENTRANCE NOT TO SCALE ANGLE 10' UPSLOPE FOR STABILITY AND SELF CLEANING. BOTTOM OF DRAINAGEWAY COMPACTE BACKFILL XFIL.L THE TRENCH COMPACT THE ,AVATED SOI A POINTS "A" SHOULD BE HIGHER THAN POINT "B" ELEVATION rr 1 BA "'�, I '%Lz 1+� T�Vlr A l SOURCE: U.S. DEPARTMENT OF AGRICULTURE. SOIL CONSERVATION SERVICE. STORRS, CONNECTICUT CATCH BASIN IN A DEPRESSION PLACEMENT &CONSTR.UCTI � O OF NOT TO SCALE SILTATIONFENCE NOT T4 SOLE NOTES h -ND DETAd" -WRBUR I . 0. GAY HILL ROAD Na-120'id Qrd '';r t��'ENS��''�� .•-~ MONTVILLE CONNECTICUT � ONiA4 �•' Owid ON rNYLAR TARBUJ , HEINTZ i ASSOC*$ INC. REVISION pAo °u 6-26-09 CIVIL.. ENGINEERS --LAND SURVEYORS AMM�•rANCI1E3T' CT 8-7RW - 09 1227 BURNSIDE AVE., SUITE 31 EAST HARTFORD, CT (660) 528-- 1610 JOB NO. DATE: SCALE: DRAWN BY SHEET NO: 23 'oI E4 Top Of Berm Flat Top Rectangular ---- E I ev . = 319.5 Trash Rack ( see detail) Top Of Frame Etev.=3113.5 FTM_ 1111-1 L I Elev.=318.4 e Flat Torp Rectangular - Trash Rack (see detoll) Weir Elev.=317.7 : 3 -Of' Weir Width = 48" 4LF 8" PVC 15" RCP Low Stage Trash Rack • (see sheet 16) • inv.=315.5 Basin Evel.=315.0 0 0 lnv.=315. 4'-4" DISCHARGE STRUCTURE #1 (POND) #1 N.T.S. Top Of BermFlat Top Rectangular --- Elev.=337.5 � Trash Rack (see detail) ZTop of Frame Elev.=336.6 Elev.=336.5 Flat Top Rectangular Trash Rack (see detail) Weir Elev.=336.0 • Weir Width - 48" 4LF 4" PVC 18" RCP Lora Stage Trash Rack (see sheet 18) • Inv.=332.0 Basin Evei.=331.5 • ° Inv.=332. DISCHARGE STRUCTURE #2% (POND) #2 M.T.S. Top Of Berm Elev.=341.0 1$" RCP Flat Top Rectangular Trash Rack (see detail) Top Of Frame �"- E l ev . =340.1 Elev.=340.0 Flat Top Rectangular Trash Rack (see detail) Weir Elev.-339.8 Weir Width = 48" 4LF 12" PVC Low Stage Trash Rack (see sheet 18) lnv.=336.5 �._ Basin Eves.=336.0 tTyp. t10trl Inas f Trash Rack Dimension A 13 C Top Of Disc. Struct. 44" fir 7 13/111& WORK DESCRIPTION Wier Opening 1 111 5010 8„ FLAT TCP RECTANGULAR TRASH RACK N.T.S. Pond #2 337.5 Top Of berm Pond #3North) 338.0 Pond #13 (South) 340.0 NOTES PRECAST CONCRETE TOPS SUPPLIED SHALL BE APPROVED 'f BY THE TOMS EIIGINEER BEFORE INSTALLATION. PRECAST CONCRETE SUMP UNITS WILL BE PERMITTED. t WALL THICKNESS SHALL BE SAVE AS REQUIRED FOR CGNSTRUCTION 111117H OTHER PITTED MASONRY MATERIAL. •UNITS SMALL SE SUITABLE REINFORCED TO PREVENT CRACKING DURING HANDLING AND PLACt1D. UNITS SHALL BE APPROVED BY THE TOWN ENGINEER BEFORE INSTALLATION. ALL PRECAST CONCRETE PRODUCTS MUST NAME THE CASTING HATE CLEARLY LABELED ON EACH PRODUCT. • 5•- 4•' NO PRECAST CONCRETE PRODUCT $HALL @E DELIVERED TO THE SITE WITHIN THE SEVEN DAY PERIOD FOLLOWING THE CASTING DATE. PLAN TYPE ' ' C --l.' ' CATCH BAS 1 N THIS DIMEPISION MAY BE INCREASM TO I I/2"AT THE !RECTION OF THE SMINEER z � #IJNnBY�" 31^ 1=i " a VOR4'ia" N �� `•�� �IL� ^. I'- g 3/� ', LQusp. g.e CLASS "A" CONCRETE PRECA TICTEPLACE � UNIT. s a1-• to p SECT ION A -A �s�s• PHASE Filter Fabric �� 4 Dia. Project game Proposed Grade fir 7 13/111& WORK DESCRIPTION AT OR WAIEDIAIMY AOM THIS O ° 6 Topsoil Min. Limit of disturbance to be IRS oa Detention basin areas FIN A4 As shown on plans + Conduct all clearing Monahan Dr. Swale , Dennis Dr. oo • SECT ION A -A �s�s• PHASE Filter Fabric �� 4 Dia. Project game Proposed Grade fir 7 13/111& WORK DESCRIPTION AT OR WAIEDIAIMY AOM THIS O ° 6 Topsoil Min. Limit of disturbance to be IRS oa Detention basin areas 2 A4 As shown on plans SECT I ON B -B TYPE ' ' C -^-L' ' CATCH BAS I N 334:0 NOT TO SCALE Pond #3 (North) T Of one Berm 337.5 .__.... ' _..._ .,._. ( "Spec 1 a t R i prop") Ponds (Sou t h) 338.5 z i ° O Notes: ° O 1 ) Pond #2; Berm Width =15' ° o Side Slopes = 2:1 2) Pond #3; North Berm Width = 10' O ° Side Slope (forebay) = 4:1 o � ° Q Side Slope (main pond) = 2:1 Pond #2 Pond #2 South Berm Width = 261 332.0 ° 332.0 Pond #3 (North) o ° Fond -#.3 North) Side Slope (forebay} �• 4:1,337 o Eiey( SIde Slope (maIn pond) 2.1 Elev.336.0 a Pond #3 (South) ° ° o ° ° Pond #3 (South) 336.0 o o ° ° ° 0 337.0 Place Filter Fabric Underneath Stone CROSS SECTION SPECIAL RIPRAP (PONDS #2 t #3) t nv . = 336.0----f DISCHARGE STRUCTURE #3 (POND) #3 N.T.S. N.T.S. j�Top Cap. ( Typ. ) / ,_.. a I /�,, o n_ Y If -S" (Tvn -I 61' Din- Pressure 19- .> TV, • TUBULAR STEEL SECURITY GATE NOT TO SCALE 8" Class A Concr Or Equivalent Bi :NORMA FIN1§0 ADING GR ING TO BE VARIED AS p4II 'TO CATCH BAS I N T NIMUM DEK'11+ 1ES5 ECIFICALLY OBD HERN ISE UNDERAVELWAY 1•- 7 1/2DER UNTRAVELED WAS O' - 3 • • EM OF PIPE TO BE COT FLUSH WITH INSIDE OF CATCH BASIN_ PRECAST CONCRETE UNITS. BRICK CLASS f ' A" CONCRETE. MASOMkY 006CRETE %NITS . WERE BRICK OR MASONRY CONCRETE UNITS ARE USED, COFML I NG WILL 8E PKDt- MITTED. MIAXIUUM coRSEL To BE 3•' NO PROJECTION SHALL EXTEND INSIDE OF LIMITS NOTED BY =w . PHASE Filter Fabric �� 4 Dia. Project game Proposed Grade Burlack- WORK DESCRIPTION LOCATION DATE I NSTALLED INITIALS DATE RECEIVED I N I I T I ALS O ° 6 Topsoil Min. Limit of disturbance to be Monahan Dr_. Dennis Dr. k oa Detention basin areas 2 A4 As shown on plans + Conduct all clearing Monahan Dr. Swale , Dennis Dr. oo • Grubing & ponds 1 and 2 loo 00 Strip Topsoil & Stockpile Monahan Dr. swale . Dennis Dr. & ponds 1 and 2 5. Install anti -tracking pad - 0 C 3 0 : cox basin and swale 7. o• Designated stockpile areas 0 8. Construct Detention Basins µoma n Orlve it E]ennis Drive (ponds #1 and #2) ° ° �_ 2116/2009 9. 11/4" SLQnu (typ) Monahan Drive & Dennis Drive 3/3/2009 Sewer Main Line 12'r 0 a a f t 3/25/Z009 all Disturbed Areas 3/3112009 It Spread topsoil• fertilize seed GALLEY DETA 1 L FOR ROOF LEADERS PHASE 11 Not To Scale j�Top Cap. ( Typ. ) / ,_.. a I /�,, o n_ Y If -S" (Tvn -I 61' Din- Pressure 19- .> TV, • TUBULAR STEEL SECURITY GATE NOT TO SCALE 8" Class A Concr Or Equivalent Bi :NORMA FIN1§0 ADING GR ING TO BE VARIED AS p4II 'TO CATCH BAS I N T NIMUM DEK'11+ 1ES5 ECIFICALLY OBD HERN ISE UNDERAVELWAY 1•- 7 1/2DER UNTRAVELED WAS O' - 3 • • EM OF PIPE TO BE COT FLUSH WITH INSIDE OF CATCH BASIN_ PRECAST CONCRETE UNITS. BRICK CLASS f ' A" CONCRETE. MASOMkY 006CRETE %NITS . WERE BRICK OR MASONRY CONCRETE UNITS ARE USED, COFML I NG WILL 8E PKDt- MITTED. MIAXIUUM coRSEL To BE 3•' NO PROJECTION SHALL EXTEND INSIDE OF LIMITS NOTED BY =w . Sfi 4, _4„ eat Weir .,` 1 1/2" • Opening 8" Class A Concrete 1� Or Equivalent Block Weir Height . Varies A A 4' D" s Varies r Pipe Dials. - an Vary • . 611 Class A - Concrete ,- 1j-- V 4 4 PLAN 5' -•4" SECTION B - B SECTION A - A DISCHARGE STRUCTURE N.T.S_ Tarbell, Heintz & Assoc. Inc. PHASE I ••• I iAHAN DR. ( 0+00 - 6+00) IS DR. Project game SEDIMENT AND EROSION CONTROL CHECKLIST Burlack- WORK DESCRIPTION LOCATION DATE I NSTALLED INITIALS DATE RECEIVED I N I I T I ALS 1. Limit of disturbance to be Monahan Dr_. Dennis Dr. k flagged by licensed surveyor Detention basin areas 2 Install hay bales/slit fence As shown on plans 3. Conduct all clearing Monahan Dr. Swale , Dennis Dr. Grubing & ponds 1 and 2 4. Strip Topsoil & Stockpile Monahan Dr. swale . Dennis Dr. & ponds 1 and 2 5. Install anti -tracking pad Monahan Drive & Dennis Drive 6. Construct temporary sediment �a� D'•' (pond #1) basin and swale 7. Install hay bole silt fence Designated stockpile areas around stockpiie areas 8. Construct Detention Basins µoma n Orlve it E]ennis Drive (ponds #1 and #2) - Install Outlet Structures 2116/2009 9. Install Storrs Drainage dt Sanitary Monahan Drive & Dennis Drive 3/3/2009 Sewer Main Line 3/11/2009_ 10 Final Grade & Stabilize Monahan Orive & Dennis Drive 3/25/Z009 all Disturbed Areas 3/3112009 It Spread topsoil• fertilize seed All disturbed areas 4/14/2009 PHASE 11 -- MONAHAN - DR . (0+00 To � � BEACON LME. Stand Pipe # SEDIMENT AND EROSION CONTROL CHECKLIST Top to Gird WORK DESCRIPTION LOCATION ATE INSTALLED I N i T I ALS DATE RECEIVED I N I I T I ALS 1 Limit of disturbance to be Manahan Drive & Beacom Lane Result flogged by licensed surveyor Result 2 Install hay bales/silt fence As shown on plans 3 Conduct al clearing & Monahan Dr.. Seocon Lone & Top to H2O Grubing Detention basin areas Result Top to H2O Monahan Dr.. Beacon Lane & 4. Strip Topsail 8 Stockpile Detention basin areas 5, install anti -tracking pad Monahan Dr. (sto.6+0 47" 55 1/2" Beacon Lane 8. Construct tealporar y sediment pond #3 531/2" basin 521/2" 7. Install hay bale slit fence Designated stockpile areas 53112" around stockpile areas 49112" g. Construct Detention Basin R Pond #3 cl road Install Outlet Structure 80" G8i' Install Storm Drainage & Sanitary Monahan Drive & Beacon Lane 78 1/2" Sewer' Main Line 64" 10 Final Grade & StabIIIze Monahan Drive & Beacon Lane 90" all Disturbed Areas 83" 11 Spread topsail, fertilize i seed All disturbed areas 1 Sfi 4, _4„ eat Weir .,` 1 1/2" • Opening 8" Class A Concrete 1� Or Equivalent Block Weir Height . Varies A A 4' D" s Varies r Pipe Dials. - an Vary • . 611 Class A - Concrete ,- 1j-- V 4 4 PLAN 5' -•4" SECTION B - B SECTION A - A DISCHARGE STRUCTURE N.T.S_ Tarbell, Heintz & Assoc. Inc. Project game Burlack- 1227 Burnside Ave. East Hartford Project Location Montville CL Date - 2116/2009 2/24/2009 _ 3/3/2009 3/11/2009_ _ 3/18/2009 3/25/Z009 3/3112009 4/7/2009 4/14/2009 4/22/2009 _ Stand Pipe # Location Top to Gird . Top to H2O Result Top to H2O Result Top to H2O Result 'Cop to H2O Result Top to H2O Result Top to H2O Result Tap to H2O Result Top to H2O Result Top to H2O Result Top to H2O Result 1 My pond #1 611 59112" 531/'�" 53" 47" 55 1/2" 49112" 4b 112" 40112" _ 59 1/2" 531/2" 58 1/2" _ 521/2" 59 1/2" 531/2" 591/2" 53112" 55 1/2". 49112" 41 1/2" 351.12" 2 cl road 12" 80" G8i' 69 1/2" 57 112" 78 1/2" 661121# 64" 52" 82" 70" 90" 78" 83" 7111 72" 60" 68" 56" 55" _ rr 43't 3 lot 39 12" 24" 12" ... 19 1/2" 71/2" 24" _ 12" ._ . 18 1/2" 6.112" f1 26 1/2 11 141/2 ti 401/2 „ 28 1/2 A r1 21.1/2 11 9 112 1+ 21 f! 9 11 2I 1f 9 18 f! 6 4 cl road 11" 30" _ 19" �._. 24" 13" 281/211 17112" __ 191/2" 81/211 34" 23" 3811 - 27' --29" - 18" 25 1/2" 141/2" 261/2" 151/2" - 20 1/2" 9112" S cl road 10" _ 2G 112" 16112" 19" 9" 24 1/2" 1411211 17 1/2" __ 711211 33" 23" 39 1/2" 291/2" 25;1/2" 15 1/2" 21 1/2" 111/21' 21" 111f 17" 7" 6 cl road 181' 311/211 131/2" 27" 9ff 301f 12tt 2411 611 3211 14" 34" 16" 30" 12" 26 1/2" - 8112" 29 1/2" 111/2" 25 1/2" 7 1/211 7 lot 9 14f1 3211 181' -28 1/2" 141/2" 31" 1711 2711 131' 31 1/z" 171/2'f 311/2" 171/2" 31 1/2" 171/2" 291/2's 15112" 301/2" 161/2" 25 1/2" 11 1/2" S lot 10 it 10 1� 39 1/2 f! 29112 It 29 ft 19 �� 32 !! 22 tl 261/211 11 16112 .r 33 ff 23 r1 341/2 11 241/2 11 31 1/2 21.1/2 to +1 30 11 20 rr 301/2 11 20 1/2 t1 24 1/2 /} 1.4112 9 lot 21 t1 17 +t J 43 1/2 fl 26 11 3711 11 20 401/2 f# 23112 tt 3411 tt 17" tt 45 1/2 tf 281/21f r1 501/27, ff 331/2 tl 42 1,12 251/211 " 40 11 2311 .r 401/2" 1f 23112 11 33 1611 10 lot 26 151 40" 25" 32 17" _ _ 38 1/21r231/21927 12 391/211 24 1/2 48 1/2 331/21143 28 'C1125 - 34 1/2 191/21122 11 1/2 /# 7 112 . ..- 11 .-. lot 28 10" .• 58" 48" - 5$" . 48f' 58" 48" - 58"- •T- 48" el _ 58 If 48 f1 58 t! 4$ " 58 1! 48 1� S8 ff 48 " 58 11 48 " 56 1/2 1f 461/2 12 lot 29 1211 591/21, 47 112" 59 1/2" 47112" 59 i/2" 471121' 59 1/2" 47.1/211 591/2 471/5" 59 1/2" 471/2" 59 1/2" 47112" 591/2$1 471/2" 59 1/2" 4711211 59 1/2" 471/2" 13 lot 34 12" 59" 47" 49 1/2" 37 1/21' 53 1/2" 41 1/21' 41" 29'f 5411 42" 5911 47" 59" 47" 59" 47" 51" 39" 36 112" 24112" Ioq 1 11 41 1- 6" (Typ. ) 2" O.D. SCH 40 (Typ.) class A Concrete ao S rroundln Post u g 6" ( Typ . ) 24" Typ_ OMM�AL OW DRAWM�� ON MYLAR ACTH BLUEPRINT REVISION 6-26--09 8-7-09 9-25-09 10-z0-09 t o-ze-•o9 11-04-09 NATES AND DETAII...5 9R BURLAK E L.L.0 GAY HILL ROAD MONTVIt�LE, CONNECTICUT TARBEt��., HEINTz �! ASSOC.. INC. CIVIL ENGINEERS - LAND SURVEYORS 1227 BURNSIDE AVE., SUITE 31 EAST HARTFORD, CT (860) 528-1810 JOB N0. OAiE: SCALE: DRAWN BY SHEET Na. I455.31 2�-pg I" = 48' At.L,.T. 24 of 24