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HomeMy WebLinkAbout02-03P_POND ESTATES AT RED ROCK_DEMING & SLATER STREETSuu111 Ilumngipll'I� mli I f, •••..�itllll{ ill {I+I�I .ql I iIIIIIIIIIIII (I�,,�.,. III . log.,. ��Illllipll'' 1600C 11 ? o1SUBD1V1S117',__��1',-_`,_, SECTION ? T-5) u �' 'I ;11 \ j ZONE: AA-30 "_".Vz TED RESIDENTIAL ITEM REQUIRED/ALL OWED PROVIDED I Total Parcel Area Lot Area 30,000 so, ff. min. 31,762 sq. ff. min. Los Width 120 ft. min. 150 ft. min. Lot Depth 150 ft. min. 190ft. min. i Building sleight 2 1 /2 Stories 2 1 /2 Stories Front Yard 50 ft. 50 ft. min. Side Yard 20 ft. 23 ft, min. ,ear Yard 50 ft. 108 ft. min. i I m�si4i��Lt4'ii'ki'T'"'7 .:�;.�i � .,y L::.e .. a. i! ; .! �r .':.j;'v,.. ; ��+Q•'.'kw.;3o.�:': Ilk i Ie I THi:5E DRAWIN6,.a ARE THE PROPERTY OF DE5I&N PROFE551ONAL.5, INC., AND HAVE 5Lm N PREPARED SPEGIFICAL"_Y FOR THE OMER/APPLIOANT FOR 7NIS PROJECT. THEY ARE NOT TO LEE UBED FOR ANY OTHER PURPOSE OR BY ANY OTHER PE'R.SON OR PERSONS NOR REPROrUGED IN, ANY MANNER P41THOVT THE EXPRIE55 KITTEN PEMI-1I55ION OF DESIGN .,Re OFE55:0NA 5, INC. THESE PLANS ARE INVALID UNLE55 THEY BEAR THE ORIGINAL 51&NATURE AND IMPRESSION 5EAL OF THE PROFESVONA!. EN•GIN OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORCED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS RECORD REREARC.H' AND/OR OTHF_R SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISC / E. TO —THE BEST 6WU GE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No OWNER / APPLICANT CLARK REALTY9 INCo 658 ELLINGTON ROAD SOUTH4 WINDSOR, CONNECTICUT 711-7—Lo (860) 282-0628 G c01 6 0 7 4 Q 0 I2 Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 1 COVER SHEET 2 KEY MAP 3-3A SUBDIVISION PLOT PLANS 4 TOPOGRAPHIC PLAN 5 PLAN AND PROFILE—LOOMIS ROAD 6 PLAN AND PROFILE —RED ROCK LANE -7 Cvi L L—I UIN ��_)EDi I\VI I T CONTROL PLANS 8-9 DETAIL SHEETS 10 PLAN & PROFILE—DEMING STREET (FUSS PREVIOUSLY APPROvEu PLAIN) F: /JOBS/0514/SEGTI ON?/5 14- I .dwg & O'NEILL➢ INC. DATE: JANUARY 24, 2002 Rev.: FEBRUARY 20, 2002 REV.: APRIL II, 2002 N11F rya WMSOR ►NSE 16MON MUST P.LrN SPACE) M A TUH ,'• " Ji/' J;i � �J � � il,r/,� ,� `/ ! J ��%;� �� //� �/��/,/%�, �.' j'r � i� / � /i , jam; / ✓ r / ! / / // r J f J • . r/ r/ // / r/ r r i /! / K I0/1 soum wffwoR LAND CONSE",AVON TRUST (OPEN SP.AM) /SF,-' INSERT sill) N/F MANCHESTER 1-84 ASSOC/A TES 1. HORIZONTAL CONTROL BASED ON CGS DATUM. 2. THE STREET TREE EASEMENT IS ONLY FOR IMPLEMENTING STREET PLANTINGS AS DEPICTED. 3. THE INTERIOR PROPERTY/BOUNDARY LINES ARE ORIGINAL LINES. THE EXTERIOR BOUNDARY LINES ARE BASED ON A FIELD SURVEY TO CLASS A-2 STANDARDS OF HORIZONTAL ACCURACY. 4. ANY ACTIVITIES WITHIN THE REGULATED WETLANDS AND WETLAND BUFFER AREAS ARE SUBJECT TO REGULATION BY THE TOWN OF SOUTH WINDSOR INI AND WFTI ANDS AGFNCY, THIS SHAI i RF NOTED IN THE DEEDS FOR ALL SUBJECT LOTS, AS WELL AS ON THE BUILDING PERMIT PLOT PLAN AND BUILDING PERMIT AS —BUILT SURVEY. MAP REFERENCES: 1. 'POND ESTATES at RED ROCK RE —SUBDIVISION, DEMING & SLATER STREETS SOUTH WINDSOR, CONNECTICUT, SCALE: 1"=40',DATE: SEPTEMBER 2000, JOB # 96-481—A10, PHASE:922, PREPARED BY FUSS & O'NEIL, MANCHESTER, CT. FOR MANCHESTER 1-84 ASSOCIATES, VIRGINIA BEACH, VA 2. "BOUNDARY SURVEY —LAND OF JEAN MARC JACQUES, SOUTH WINDSOR, CONNECTICUT, SCALE: 1"=100', DATE: 11/20/92, MAP NO. 9021" PREPARED BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICUT. 3. "BOUNDARY MAP SHOWING APPROX. FUTURE Hint. NON ACCESS LINES, HARTMAN TOBACCO CO. PROPERTY, SOUTH WINDSOR—MANCHESTER, CT, SCALE: 1".=400', DATED JAN. 10, 1973, REVISED 1-10-79, SHEET NO. 1 OF 1," BY GRISWOLD & FUSS, INC., MANCHESTER, CONNECTICUT. 4. "SUBDIVISION PLAN, MAP OF LAND, PREPARED FOR THOMAS M. BURGESS, RIDGE ROAD & DEMING STREET, SOUTH WINDSOR, CONNECTICUT, 1"=100', A-2, JOB NO. 89-435, DATED 1-5-90, REVISED 2-7-90" PREPARED BY DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT. R! �0 v + a 3 \ oldie Q r tip A Q s U W ¢ �LLJ -0 1-- < �)(�� o a o a a In Z LU p JO, 200 sq. ft. `" t� 30,200 sq. ft. o �� Y 0.69 AC. N in y m a' 10 0.69 AC. i {� l N i f 1 1 1 co o alllG RD r 4 3 f. `n \ ,� S� OPEN SPACE 20' SIDE YA W 1,63 sq. t _ A so. 1°� so T❑ BE DEEDED To THE o S 70'52'01 E �, 0.95 AC. 1 eo' SIDE YARD + (SEE NOrF,,f4) �F F TOWN OF SOUTH WINDSOR - 200.00' 9P AREA - 373,074 S.F _ N 70.52'01" w .._._. YARD � �o � .�►1�.--'�`8.56 AC. 200.00' 20' SIDE Y ¢ \ W 20' SIDE YARD A \ A N A q cEM2 A FRO A ¢ Cr! Z 1 N i) 50 FRONT Y d \ N° P al1►i. 5 ` _� - 4 45,552 sq. ft. 1 00if) i0 30,199 sq. ft. a' 3 1.04 AC. \ 5 H 30,200 s 9 . ft. 1i- ZD r (SEE NOTE ,Y4) y 0.69 AC. to \ TEMPORARY GN.-of-SIR 6 ';� d / nER os PROMTY REVTS To W + OSM9 wMM sr pis EXnNDM. y urn � 50' F RENT YARD � PAVDA MT REMOVAL. GRADOW, SMWMXS NO ALL�°' ` �, l j 20' STREET TREE EASEMENT IN FAVOR _ I {{{ UPON STREET CKTDI" L,.____ _� , F won { RM1S OF THE TOWN OF SOUTH WINDSOF2 F. �s� .a RE � 50' FRLiPs l T «, 1 1 b 20' STREET TREE EASEMENT IN FAVOR RM3 1 , -' �rY �_ - ------ 21-A M15 `? 2r \ OOo OF THE TOWN OF SOUTH WINDSOR c2N 1 Tan p 87 ^ C� 166.03' RM16 t1 { a..f oa� z . ____ 3 00 21>>•• ._--------""'�`----- Gi 2? RM17 N 70'5201 W ti P 1.�Jify3�-�%`•y3 � \ \ � \ ____.. RM4 36+ � } 74.00' >, w --- 35+00 + Scn.?o N 70'52 01 34+00 S 70".�t' 33+00 i (V O 32+00 0 ell o S �, Ei-- r S70'52'01 "E- 1b N70'S2 01 1N 126.02' ft 13 C�18 _ - - - - 52'01 "W 150.00' RM14 1 0.00' _ "_`-17 % STREET TREE EASEM IN NT OF THE TOWN OF SOUTH E WINDSOR FAVOR Tort-8.20' �'_'----- �1533'20 L-2&C>5' L�l Q7 �-1 i w' �• / / R-6( Tern-14.29' _Tan-73' - 50, FRONT YARD 28.47'1 _ 0,�06'�� 50' FRONT YARD ------ -""' R-60.00' R„a5.OQ U H 50' FROi3T YAR 4 1 ANDSOR on z rn m 'O } a OSM10 Aee a O S Q ` r l } w 1 q I• d 11 OSM W u. CU (Y R z A � i } (u Y I o �' a ry t6'n z 8 �� p ( w A CEM4 �P Q in 45, 860 sq. ft. U a 11 Q z ` 31, 762 sq. ft. V) (( tpv 1. 05 AC. � r 35, 997 sq. ft. ` � to t` 0.72 AC. A o.82 AC. ! f I � �d N 50' REAR 50' REAR YARD - ___ OSM 13 PROPOSED 20' STORM EASEMENT 5 TO THE TOWN OF SOUTH WINDS❑R A �o 23.84' �Rs, \ cEM5 CONSERVATION EASEMENT AREA 150.00' DEEDED TO THE 170.00' N70'S2'01"W (343.82' TOTAL) �� ��oo TOWN OF SOUTH WINDSOR ._--- S7W52'01"E .v� o AREA = 163,977 S.F. 20.00' O•� 3 9k9 ��1 tK osM12 = 3.76 AC. 1� m ,o t o EXISTING 20' SANITARY EASEMFNT W 0 TO THE TOWN OF SOUTH WINDS❑R m C EXISTING 30' UTILITIES EASEMENT _ SANITARY & STORM SEWERS � � z ss'3s"E TO THE TOWN OF SOUTH WINDSOR C <v N63'39'35"W ss3 - -- 78.01' S 63_ 38 4g_ E `C 275.36' z (j N63.39'35"W i 0 , `- __ -__ - 275.2 q ' S71'14'39'W N 63'38'4P"iv J - TO BE DEEDED TO 42.35 N 26.21'12" E ! \ SOUTH WINDSOR 7.12 /\ LAND CONSERVATION TRUST \ \ (OPEN SPACE) \ N/F AREA = 45,740 Sq. Ft. SOUTH WINDSOR =1-.05 Ac. LAND CONSERVATION TRUST / \ OPEN SPACE \ MAP REFERENCES: v :z 1. "POND ESTATES of RED ROCK RE -SUBDIVISION, DEMING & SLATER STREETS v / / 2000, JOB 6SOUTH NDSOR, CONNECTICUT. SCALE: l'-40'.DATE: &481--AIO. PHASE:9'22, PREPARED By FUSS NEIL. MANCHESTER, CT. FOR MANCHESTER 1-84 ASSOCIATES, VIRGINiA BEACH, VA. / 2. "BOUNDARY SURVEY -LAND OF JEAN MARC JACQUES, SOUTH WINDSOR. / CONNECTiCUT, SCALE: 1=100, DATE: 11/20/92, MAP NO. 9021' / PREPARED BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CXN4NECTiCUT. C3z O 3. "BOUNDARY MAP SHOWING APPROX. FUTURE HWY. NON ACCESS LINES, 17 4i' HARTMAN TOBACCO CO. PROPERTY, SOUTH WINDSOR-MANCHESTER, CT, () SCALE: 1"-400'. DATED JAN. 10, 1973, REVISED 1-10-79, SHEET NO. OSM14 S66'21'50"E (314.06' TOTAL) OSM15 / 1 OF 1," BY GRISWOLD & FUSS, INC., MANCHESTER, CONNECTICUT. !1 / 4. "SUBDIVISION PLAN. MAP OF LAND. PREPARED FOR THOMAS M. BURGESS. / RIDGE ROAD & DEMING STREET. SOUTH WINDSOR, CONNECTiCUT, 1'=100', DESIGN PROFESSIONALS, INC., SOUTH WIND CONNEC CUT.REPARED BY 0 6�0 � SO NOTES: 1. HORIZONTAL CONTROL BASED ON CGS DATUM. 2. THE STREET TREE EASEMENT IS ONLY FOR IMPLEMENTING STREET PLANTINGS AS DEPICTED ON SHEET 7. 3. THE INTERIOR PROPERTY/BOUNDARY LINES ARE ORIGINAL LINES. THE EXTERIOR BOUNDARY LINES ARE BASED ON A FIELD SURVEY TO CLASS A-2 STANDARDS OF HORIZONTAL ACCURACY. 4. ANY ACTIVITIES WITHIN THE REGULATED WETLANDS AND WETLAND BUFFER AREAS ARE SUBJECT TO REGULATION BY THE TOWN OF SOUTH WINDSOR INLAND WETLANDS AGENCY. THIS SHALL BE NOTED IN THE DEEDS FOR ALL SUBJECT LOTS, AS WELL AS ON THE BUILDING PERMIT PLOT PLAN AND BUILDING PERMIT AS -BUILT SURVEY. `%harm 07eSouth U/&"t O t e 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ~O�-e�� TELEPHONE (860) 644-2511 March 11, 2002 Design Prormionals, luc. 165 South Satellite Road South Windsor, CT 06074 Attn: Karen Isherwood Re: Pond Estates at Rut Rock, lkrmng Hill Estates - Section 7 - Approval to Cormmt Dear Ms. Isherwood: The South Windsor Water Pollution Control Authority, at its regular meeting of March 5, 2002, gave approval for the connection to the Town's sewerage system ofa ssidewial subdivision known as Pond Estates at Red Rock. Section 7, Deming Hill Estates, South Windsor, CT, as ximir specificallystown on platys entitled "Plan/Pro61e Red Rock Lane", prepared by Design Professionals, Inc., Job No. 90.514, Drawing No. 6, dated 3-24-02, with no revisions, and subject so the following conditions: 1. Technical approval of the Town of South Windsor Engineering Department \ 2. Final Authority approval and acceptance of the sanitary sewage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written vcri6catioa of the Town staff that said sanitary sewer line was installed in substantial eaniormance with the design plans previously approved by the Authority, and mating all Tower ngulatiom and appropriate technical specifications relating to sanitary sewer construction. This approval letter Host be superimposed on the fuel approval plans. Very truly yotirs- Jo4b L Carina. Chsirluan Water Pollution Control Authority JJCJdd CC: Matthew Galligan. Town Manager NlichaelJ. Gantick, Director of Public Works Jeffrey Doolittle, Town Engineer Marcia Banaeh, Director orplamrutg Jobn Collins, Cbief Building inspector Clark Reatty, Inc. 114 -;?"CEM1 PUT LEGEND 0 IRON PIN TO BE SET • EXISTING IRON PIN * MONUMENT TO BE SET ■ EXISTING MONUMENT -0 EXISTING UTILITY POLE REGULATED AREA n INLAND WETLANDS I& MONUMENT OPEN SPACE MONUMENTS NUMBER NORTHING EASTING CEM1 356,850.93 658,081.47 CEM2 357,040.31 658,017.16 CEM3 356,933.88 657,703.74 CEM4 356,889.68 657,685.53 CEM5 356,844.66 1 657,552.96 MONUMENT MONUMENT COORDINATES NUMBER NORTHING EASTING RM1 357,903.64 657,674.38 RM2 357,864.47 657,696.45 RM3 357,188.19 657,461.83 RM4 357,169.68 657,423.65 RM13 357,031.97 657,668.04 RM14 367,003.93 657,701.09 RM15 357,080.75 657,727.74 RM16 357,079.21 657,684.43 RM17 357,133.62 657,527.58 RM18 357,171.80 657,509.07 RM19 357,860.97 657,748.16 RM20 357.880.47 657,782.77 RM21 357,862.03 657.869.08 RM22 357,959 79 657,925.26 RM23 357,849.71 658,027.80 RM24 357,860.99 658,050.77 RM25 357,853.77 658,100.81 RM26 357,766.26 658,205.60 MONUMENT OPEN SPACE MONUMENTS NUMBER NORTHING EASTING OSM1 357,615.75 658,224.30 OSM2 357,593.73 658,047.08 OSM3 357,641.26 657,910.09 OSM4 357,498.60 657,860.60 OStv15 357,479.43 657,915.86 OSM6 357,336.77 657,866.37 OSM7 357,314.97 657,929.20 OSiv18 357,281.90 657,917.73 OSM9 356,989.77 658,023.85 OSM10 356,900.00 657,759.47 OSM11 356.876.33 657,767.51 OSM12 356,807.73 657,565.51 OSM13 356,878.76 657,541.39 OSM14 356,732.45 657,110.55 OSM15 356,613.43 657,382.26 V^Sm I V 356,928.37 o.`Jo,309.54 OSM17 356,941.11 658,308.14 TOWN LINE MON, (FND.) E 658358.888t Vll2lll 0t t %"NoBOR. COO". OW74 --- -. -.- DEMo/6M-fell 7001 2510 0003 1937 0244 CERTIFIHD MAIL Match 13, 2002 Ms. Noncy Harris Clark Realty, Inc. 6511>:IningtnnRaaa Sotuh Windsor, CT OW74 Re: AnA 102-03P, Pond Esttrs at Red Rock Diu Ma. Hwis: At its Mach 12, 2002, aico the Pranging and 'Zoning Coauniss ion toted to spptovo your mgmd for rcsobd lion of 41ats (6-9) into 3 Ion and a coaaerystion raft on property located westerly ofLoomis oomis RPW and southerly of Demist Sutter, AA-30 Z,om ibis approval is tt weet to lho.%l a winE oonditGar 1. This approval is for 3 lots, mnbavd 6A. 2. Conexate aidewallu, bmk to Town spocificaejoDa shard be kadled on both side Gall now at,". 3. Drsnhage and om*ocbon fbr this srrbdivxskh is subject to the approval of the Town E*-- 4. All lots shill be serviced by the Tatar of Soulh Wiabor unitary aswa sqs m and are subject to the approval of the Wow Pollution Cotatrol AW*rity. S. Water shall be urO VIied to this mbdiviaim bypubbC watac. 6. Street lighting shall be installed on streets, at twerseetione, and on abdosacs in accordance with the policy crAbl ishcd by the CbsefofPolice. Sweet lighting is to be coonfina0od with Ow Chiefo(Pofice (copy eocksed). 7. Street names nmd locations of lire hydrants at sir cct to the approval of the Pire Alm" of thin Town of South Windsor. Street Dames ant supporting posts shall be histalled by ft devdoper is ootfC=U/ice with the sttmdatds of the TOWD of Sosth Wi NISM, $R tw enllxme to 1he Town. 8. A liability inauonto policy shall be saianisted to that Corsmimon naming dte Tmm of South Wtndaor a an unmet, with a combined single limit for body mimy mWorproparty damage in the aeaatt of S1,00%wo. 9. T19t application is wbject to the cottditioatorsiWowl ad* Orland Wetlands AgaucyfiComavaboe Cormein ion, Slanted p mvioasiy f r 0* stebdivisiaat. 10. Prier ti commmxmart off nay lire wow. ameeliag nwstbe held with To" Staff. 1i. AR pb m used in tie 5M by the derciopa wAg ban dw amp rind mfttaed of the Town ofSomix W- dsor. 12. All aursocats for cooservadke pmpores, dmiaagt: or stilitica, that nary be zaparnd is connection with the approval ofthis sabdiviaios, cost be saboxitledan AndotdTown eamoesrt form wh re ad I i itt- to tins Commission prior to filing the 2*120 and issuance Of 6aslWiug peronts. All deeds for open spaces public tWovarmarm and roadways shod be stubmAtsd poor to reVed for Tmm acceptabca; all deah mast be to accordance with the poky for aooWtisg doods sod tot lot appoved by the 13a v-ing Dq-ur4v* and Town 13. Footing drains wetequkodibreach hoom Ynortoftbaiiift ofsa a1110GU to Onaiat, a topographic map, dw n to a seek of 1 • -4tY, s6a11 be aaba*Aad fw each lot in the subdivision, ihowM proper cwWwa, owa trine and the $DcM io4 of the footing dries. No tr a"Idbgpwmits win be ioseo d W61 rho proposed comers, floorow"dooa and location of footing tlkanz have been approved by the Team Buivaser. 14. It ft any mason, fiddkod raft g sad otter individnsl lot site wat is not oeaapkoed, the Town EsSmsar shoes It , iase the amount afa ash bond to tmsus final srsdi% and site wat. Mds crib bond namt be nbaktedpttsorto iaavDe/ofaCartiSeato ofOa+rFsacy. 15, Quantity =tire MUK be mAmittod to the Tatra Fagitew (on the enclosed Rana) fa the ptmpow of d%en nbdng atbtktisian banding Ali bands WMI] CM&-m to the CDeioaod bond policy and AAR be poWd prier to McSthe find planer in tiro Town CloWsother. Iflitt develops clsom es to aixnit a IAMM of Credit for a anaymr term, add Letter of CroW ataat be rtatawed on it yearly basis t�l ¢ompletion oftbe dcw:lapmex. If a new Lofta of Credit bus not been moeivod wither 30 days bosom the mgittation date, Cam oa tnsyr at its option, call die Latter it is druids 16. No boltliag permits wig be imod mcil. all csdont lam bow comphod -26 add thin OM plane have been Sled in the Tons ClWh o6fim 17. Tvm Eaginsnr's review ctimmen, doped Uesch4, 2002, must be addressed to the Town Ruenceex atsdactim B4dt surd rrhlf0 Ira mpare m my1w of Sheets N3 cad 3A with rho above-dn6catwnc together wA than bhwpdnt copies oftho entire set ofpb= neat be submitted to 6- Camnim- wkbw 30 doys W be stamped and silvered Tie lolls of approval of Ibis Commission, as well as the halnad Wedandc AgmeylCADsavafion and Wawa Po11D6oa Control Antbo W. -xt be rapeodnced on the SwIsrs. After this mylas bare bout 9pW by Qte Condom io4 &cy wn'L. t be retumad to you for fift to the Office of the Torun Clerk within 90 days. Afia• Altag thane plena, a copy of thc mocTi =a# be voinakled to the PlaooiDg Department. Sioaereiy, Kevin MiCann,.Chairman Framing sad i onimg Commission ICMcClbg <= To%mEaginow CWdrBm7datg official Anessair Desix, Professionals, bG. CURVE TABLE CURVE LENGTH (FT) RADIUS (FT) TANGENT (FT) DELTA C-7 47.12 30.00 30.00 90.00'00" C-16 44.34 60.00 23.24 42'20'33" C-17 42.43 55.00 2-2.34 44*12'18" C-18 125.89 55.00 121.10 131.08'46" C-19 85.75 55.00 54.36 89'20'03" C-20 254.08 55.00 60.35 264.41'07" C-21 40.36 60.00 20.98 38.32'38" C-21-A 3.98 60.00 1.99 03.47'55" C-22 147.12 130.00 30.00 1 90.00'00" 11. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING U1ILITiES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED iN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 j OF THE REGULAMONIS OF CONNECTiCUT STATE AGENCIES - STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTiCUT" AS ENDORSED BY THE CONNECTiCUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 - --- -- - ---- - -_ _.._ ..._ ._ _ _..----___ - - TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. � 12882 RICHARD P. MARTEL UC. No. 860. 291.8755 C7R"j, C S'G'Aj,�il � Q 20 40 esign t t t i ., E � mTessiOna'� inc. � jjj FEET � � G 1 inch = 40 ft. � Civil Engineers •Planners •Surveyors CIS 165 south satellite road • south windsor • Connecticut 06074 PLAN M T PROPERTY SURVEY/�+L RRErSURVEEY PRREPARRED FOR: OO ." �ATf�i7 ARED ROCK RE -SUBDIVISION - LOTS 6-9CA icrrr_r_ jc'ri 7W4 �msss�aas��wv sss11010111v do~.&Assi/v SECTION ? �EF�lIi�O & SLATE$. STREETS 60= VIMSOR CONNECTUCU` SHEET f J v 10 I. ♦! DESIGN: KM/ DRAWN.' KM/ CHECKED. • RPM 2 I 04-11-02 REVISE BOUNDARY INFO/APPROVALS KMI JOB NO.: 90-514 DATE January 24,2002 1 1 02-20-02 Town Staff Comments S)s NO. DATE DESCRIP77ON BY ORAWlNG ND.: Jobs 514 SEC770N7 514-3.DWG S m STREET TREES EASEMEN IN FAQ Or THE WIINI)Sl]R T❑1JN OF S 7755'43" E 1 10.84' CV M , N G RMI `7 + } SNET Co. 5716-7 S$ N 4 No. 350 - ,r.--� RM2 5( 5p� T Y ARp • i o � ~ o a � � >_ 1 4 w 0 32, 224 sq. ft. 0.73 AC. N i � 20' SiDE YARD Ls N70'52'01 "W 200.00' 20' SIDE YARD A A ¢ ¢ h r z Q 2 a w w 30, 200 sq. ft. n) 0.69 AC. 20' SIDE YARD N70''01 "W -^ 200.00' S2 20' SIDE YARD A A ¢ a Y z 3 e w cy b 3q 200 sq. ft. to 0.69 AC. 20' SIDE YARD �^ N 70'52'01" W 200.00' +_ 20' SIDE YARD A 0' Y � 30, 200 sq. ft. b 0.69 AC. 20' SIDE YARD N 70'S2'01" W 200.00' 20' SIDE YARD o � 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 1 04-11-02 NO. DATE REVISIONS S � ,3 c S 77'6 1 , 1r RM21 ftM20 $g•26 Z6 I;_ RM25 1 r56 �` 5 �• �a6 !ka O RM24 \ 30 RM232 O Cam% G 5° IRM19 c,0, F•R0 41 YARD l w 003 >_ w r A N cli l � 10 � MONUMENT OPEN SPACE MONUMENTS NUMBER NORTHING EASTING CEM1 356,850.93 658,081.47 CEM2 357,040.31 658,017.16 CEM3 356,933.88 657,703.74 CEM4 356,889.68 657,685.53 CEM5 356,844.66 657,552.96 N PRO s �°N o N O 38, 474�q. ft. 0. 88 AC**"-, 9�a v 36, 376 sq. ft. / % 4C \ 0.83 AC. O 40. � O `4 i° ! 32, 470 sq. ft. 1 1 tan 0.74 AC. r \ + .alllL N 50, REAR Y D AIL fj 20, SIDE YARD N 70°52'01' W _ ` \ • „«o nj W OSM3 OSM2 ry / o145.00 f N 70'52'01' W _ 55.0 Z 2p' SIDE YARD 1 0 , rn w o Z 15 w 0 ` O ` o 0 r '0 33, 975 sq. ft. 0.77AC. p' SIDE YARD 11UL Ij MONUMENT MONUMENT COORDINATES NUMBER NORTHING EASTING RM1 357,903.64 657,674.38 RM2 357,864.47 I 657,696.45 RM3 357,188.19 657,461.83 RM4 357,169.68 657,423.65 RM13 357,031.97 657,668.04 RM14 357,003.93 657,701.09 RM15 357,080.75 657,727.74 RM16 357,079.21 657,684.43 RM17 357,133.62 657,527.58 RM18 357,171.80 657,509.07 RM19 357,860.97 657,748.16 R M 20 357, 880.47 657, 782.77 RM21 357,862.03 657,869.08 RM22 357,852.78 657,925.26 RM23 357,849.71 658,027.80 RM24 357,850.98 658,050.76 RM25 357,853.77 658,100.81 RM26 357,766.25 658205.60 MONUMENT OPEN SPACE MONUMENTS NUMBER NORTHING EASTING OSM 1 357, 615.75 658, 224.30 OSM2 357,593.73 658,047.08 OSM3 357,641.26 657,910.09 OSM4 357,498.60 657,860.60 OSM5 357,479.43 657,915.86 OSM6 357,336.77 657,866.37 OSM7 357,314.97 657,929.20 OSM8 357,281.90 657,917.73 OSM9 356,989.77 658,023.85 0SM10 356,900.00 657,759.47 OSM11 356,876.33 657,767.51 OSM12 356,807.73 657,565.51 OSM13 356,878.76 657,541.39 OSM14 356, 732.45 657,110.55 356,613.43 657,382.26 OSM16 356,928.37 658,309.54 OSM17 356,941.11 658,308.14 CURVE TABLE CURVE LENGTH (FT) RADIUS (FT) TANGENT (FT) DELTA C-1 50.83 30.00 33.95 97*04'13" C-2 43.42 30.00 26.51 82'55'47" C-3 56.96 600.00 28.50 05'26'21" C-4 102.71 600.00 51.48 09'48'29" C-5 159.67 600.00 80.31 15'14'50" C-6 150.27 100.00 93.42 86'06'03" C-7 47.12 30.00 30.00 90*00,00" C-16 44.34 60.00 23.24 1 42'20'33" C-17 1 42.43 55.00 22.34 44'12'18" C-18 125.89 55.00 121.10 131'08'46" C-19 85.75 55.00 54.36 89'20'03" C-20 254.08 55.00 60.35 264'41'07" C-21 40.36 60.00 20.98 38'32'38" C-21-A 3.98 60.00 1.99 03'47'55" C-22 47.12 30.00 30.00 90*00,00" MAP REFERENCES: 1. "POND ESTATES at RED ROCK RE -SUBDIVISION, DEMING & SLATER STREETS SOUTH WINDSOR, CONNECTICUT, SCALE: 1"=40',DATE: SEPTEMBER 2000, JOB ## 96-481-A10, PHASE:922, PREPARED BY FUSS & O'NEIL, MANCHESTER, CT. FOR MANCHESTER 1-84 ASSOCIATES, VIRGINIA BEACH, VA. 2. "BOUNDARY SURVEY -LAND OF JEAN MARC JACQUES, SOUTH WINDSOR, Jl CONNECTICUT, SCALE: 1"=100', DATE: 11/20/92, MAP NO. 9021" PREPARED BY GARDNER & PETERSON ASSOCIATES, TOLAND, CONNECTICUT. A2 t+' OSM4 58.50' OSMS �� 3. "BOUNDARY MAP SHOWING APPROX. FUTURE HWY. NON ACCESS LINES, o^�yyI 225.00' �� / 1 ��� HARTMAN TOBACCO CO. PROPERTY, SOUTH WINDSOR-MANCHESTER, CT, o} ^I N 70°52'01` W 283.50' AI v " + �!!� �� SCALE: 1 =400 , DATED JAN. 10, 1973, REVISED 1-10-79, SHEET NO. r _ 1 OF 1," BY GRISWOLD & FUSS, INC., MANCHESTER, CONNECTICUT. 2p' SIDE YARD � 4. "SUBDIVISION PLAN, MAP OF LAND, PREPARED FOR THOMAS M. BURGESS, i ! RIDGE ROAD & DEMING STREET, SOUTH WINDSOR, CONNECTICUT, 1 "=100', A-2, JOB NO. 89-435, DATED 1-5-90, REVISED 2-7-90" PREPARED BY DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT. All- v ¢ Q a' NOTES: N NAli- O� o{ ]4�L 1. HORIZONTAL CONTROL BASED ON CGS DATUM. O Z 3 t ,n a , 2 STREET PLANTINGS AS DEPICTED. EET TREE EASEMENT IS NLY FOR IMPLEMENTING Ln 42,808 sq. ft Qi + 0.98 AC. ail!< 3. THE INTERIOR PROPERTY/BOUNDARY LINES ARE ORIGINAL LINES. THE EXTERIOR BOUNDARY LINES ARE BASED ON A \ AIL FIELD SURVEY TO CLASS A-2 STANDARDS OF HORIZONTAL �tbc ACCURACY. \ 4. ANY ACTIVITIES WITHIN THE REGULATED WETLANDS AND WETLAND 2p' SIDE YARD Osm6 - • OSM7AREAS 3 SOUTHRWI DSORAINLA DBJWETLA DSEAGENCY.NTH S SHALLOB OF 66.5 z NOTED IN THE DEEDS FOR ALL SUBJECT LOTS, AS WELL AS ON 50 --- -- _ 83.' rn .tea o !n THE BUILDING PERMIT PLOT PLAN AND BUILDING PERMIT AS -BUILT 2.00' 350,00' (Tt7TAL) a o� S RVEY. 00N 70°52'Ol' W 20, SIDE YARD 0 J Q o 50, REAR YA _____ LEGEND Ail- 0 o v ® EXISTING IRON PIN 3 ` • IRON PIN TO BE SET ON m < EXISTING MONUMENT cu ¢ r oo A ■ MONUMENT TO BE SET a � EXISTING n w 0 > 0 3 <? z 13 >x r REGULATED UPLAND REVIEW AREA N A ^ INLAND WETLANDS ton LO Z I rt' �, 30, 200 sq. ff. I �� \ �iltcILL �1 u' 0.69 AC.LO I p O, 11 � 2p' SIDE YARD w 41,633 sq. ft. \ �` S 19. OPEN SPACE _ A o0.95 AC., �1 0. TQ BE DEEDED TO THE p S 70'52'01" E V) (SEE VOTE f4) ( F TOWN OF SOUTH WINDSOR S 06'16'55" E 200.00' N 1 �� AREA - 373,074 S.F. 12.81' :% �iuc '- `8.56 AC. MOOFOWLINE 2p' SIDE YARD ¢ MON. CFND,> TC r N 356945,7678'p' w \ E 658358,8880 1(yMARK THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860 291 8755 PRnOPE�R+T'�Yw�SrURVEY RESURVEY PREPARED FOR: SHEET PLAN OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE M„�%L/ fi�,s.[ A 7W A T RED ROC, STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE RE-SUB,01VISION - LOTS 6-9 SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 0 2 80 esign PLOT � DF LWG HILL ES`TA � PLANS TO THE BEST OF MY KNOWLEDGE AND SEUEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. �����5������ ���■ 3A IN FEErr ! DESIGN.- KMl DRAWN.• KM/ CHECKED: RPM SECTION 7 Iostw) I ;we-h = 40 f� �:..:II c z DI,,....�»� . c..».,e.,,.»� sic log Nn: 514-7 DA7F• - ugry 24, 2002 DEMING & SLATER STREETS KtY1Jt tlVVIVUAKT IIYtV nMl �.w�. � 'w �� nv 41Y11 LaIrpa rva 1 Ia1Jb1T.s J - vut ♦rrVl .7 VNJ / II SOUTHDESCRIPTION gy RICHARD P. MARTEL LIC. No. 165 south satellite road south windsor • connecticut 06074 DRAWING NO.: \0514�SECRON7\514 3A ��`�®� CONNECTICUT I& NAL Z. z rn CONSTRUCTION LEGEND O STOP SIGN & STOP BAR ROAD IDENTIFICATION SIGN �c BITUMINOUS CONCRETE CURBING LEGEND • IRON PIN - TO BE SET = \A^KII 1►ICAIT — _r^ oC CUT MVI`IVIYIGI9 1 IV UG OG I o EXISTING MONUMENT -^---^—�`- LIMIT OF INLAND WETLANDS LIMIT OF REGULATED UPLAND REVIEW AREA ALL DRIVEWAYS SHALL BE GRADED TO DRAIN TO THE STREET WHEN ABLE. DESIGN OF SWALES ON EACH LOT SHALL BE DONE TAKING INTO ACCOUNT THE DESIRE TO PRESERVE TO THE MAXIMUM EXTENT FEASIBLE, THE NATIVE VEGETATION ON EACH LOT. NOTES: 1. HORIZONTAL CONTROL BASED ON CGS DATUM. 2. THE STREET TREE EASEMENT IS ONLY FOR IMPLEMENTING STREET PLANTINGS AS DEPICTED. 3. THE INTERIOR PROPERTY/BOUNDARY LINES ARE ORIGINAL LINES. THE EXTERIOR BOUNDARY LINES ARE BASED ON A FIELD SURVEY TO CLASS A-2 STANDARDS OF HORIZONTAL ACCURACY. 4. ANY ACTIVITIES WITHIN THE REGULATED WETLANDS AND WETLAND BUFFER AREAS ARE SUBJECT TO REGULATION BY THE TOWN OF SOUTH WINDSOR INLAND WETLANDS AGENCY. THIS SHALL BE NOTED IN THE DEEDS FOR ALL SUBJECT LOTS, AS WELL AS ON THE BUILDING PERMIT PLOT PLAN AND BUILDING PERMIT AS —BUILT SURVEY. MAP REFERENCES: "POND ESTATES at RED ROCK RE —SUBDIVISION, DEMING & SLATER STREET SOUTH WINDSOR, CONNECTICUT, SCALE: 1 "=40',DATE: SEPTEMBER 2000, JOB # 96-481—A10. PHASE:922, PREPARED BY FUSS & O'NEIL, MANCHES' FOR MANCHESTER 1-84 ASSOCIATES, VIRGINIA BEACH, VA. 2. "BOUNDARY SURVEY —LAND OF JEAN MARC JACQUES, SOUTH WINDSOR, CONNECTICUT, SCALE: 1"=100', DATE: 11/20/92, MAP NO. 9021" PREPARED BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICU7 3. "BOUNDARY MAP SHOWING APPROX. FUTURE HWY. NON ACCESS LINES, HARTMAN TOBACCO CO. PROPERTY, SOUTH WINDSOR—MANCHESTER, CT, SCALE: 1 "=400', DATED JAN. 10, 1973, REVISED 1-10-79, SHEET NO. 1 OF 1," BY GRISWOLD & FUSS, INC., MANCHESTER, CONNECTICUT. 4. "SUBDIVISION PLAN, MAP OF LAND, PREPARED FOR THOMAS M. BURGESS, RIDGE ROAD & DEMING STREET, SOUTH WINDSOR, CONNECTICUT, 1 "=100', A-2, JOB NO. 89-435, DATED 1-5-90, REVISED 2-7-90" PREPARED BY DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT. ;x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860 291 8755 PROPERTYPREPARED SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE ® 1r�SURVEYp/R�tErSURVEY �ND AZ'*fia7 AT A ROCK INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-D. GRAPHIC SCALE 40 0 20 40 a0 `- •esign RE-SUIIDIVISI0IV LOTS 6-9 I 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP 1S SUBSTANTIALLY CORRECT AS NOTED HEREON.D.��1�11TG &rofesslonals,,nV H)U ,��"IATM I' 3 04-11-02 REV. BOUND/PER CT.WATER CO. KMI BY A LICENSED LAND SURVEYOR PRIOR TO IN FEET � DESIGN. • DRAWN. KMI CHECKED.• GBS SECTION 7 2 03-05-02 CLARIFY GRADING KMI CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 40 ft. ® Civil Engineers • Planners • Surveyors • CIS �st� JOB NO.: 90-514-7 DATE.• January 24, 2002 DEMMG &SLATER SMElET to 1 02-20-02 Town Staff Comments sjs IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. . o. RICHARD P. MARTEL LICN 165 south satellite road • south windsor • connecticut 06074 DRA6f�WNG NO.: 0514 SEC170N7 514-4.DWG ®��� �a�� CONMCTIC T NO. DATE DESCRIP770N BY 200.00, xF..asc�ar� O 0.51x Ion 6 ._, o° 8*W TYTON PLUG 1ti dc BLAWOFF ASSEMBLY 8• GATE VALVE /S 'OPEN LEFT I � i I 1 ' I I 1 U � to 00 = Z W U) R ie I I I to W x W M r { W o Q if d In U ° W o O U cv n • I W 1n N N LL to N :: v t7 + lt4l x tf) N I (� N N tp M I) Inx CO M I M I Inx �I + N M to ip Z to Ulk ? LOT 12 U fA Z U to Z T# 11 �. LOT M Q .. j j U T. .W. 26 .0 T.O. �•• LOT 5 .- F- N _ Z_ W T.O. 64.5 t�OT 8 WAL In ••>> : O ' I T.O.W. = 64. T.O. = 63.51 to KZ < U+ I I LOT # 7 T. .W. R.26 WV) o �a - a ' z15- U DS N-1 @ 4.5. W� 0 Z - -256 OTS09&60 T.O.W.: i if £X� #97-C W MATCA E CIST NG GRA E 1F.2s3 So : 54 5 IN> j(6"): 245.50 .. EX. M #98-C 8M VC 10 TF: 253.80 F. IN 6"): 245.25 r LOT 8 S4NITARY L TE AL IT o 92' 15 RCP 0 0.9 STA +4 00 '2461 = 49 66 �+ I 1 j (- I jj1,3006 f 1 L�141 ,r 1 J O J AIT 1\1 1 AD f7R 1 I A L CD 1 CR 1 LI I I I I I I A 79i`J11 111 ,N P C' LO 7 SA ITA Y AT RA F = 48 • 0 _ d > _ WC WA ER MAN M ST . 3 +5 .00 ST 3 +0 S E ET L OT 6 S NI AR LATE AL L❑5ANTAYAAL T0.51% = 244.95 L +1 III I LTS 10&1F4.2 I ANI ARY L TERAL I DAYVM ELEV( rn —1 240 170 N n "t ��N � 0 Q MNOO � kol toto N 00 � � * NN � N N� NIO NO NNN N N N 63+50 64+00 31 +00 32+00 33+00 34+00 LOOMIS ROAD 16M Ii101 K8•1QZi 37+00 .5t5+V V NT YARD , G Ss _ ='ANI O p O (n 1 l� 260 258 0 25� 0 0 254 �5 U 252 CB#15 a► 250 248 246 244 242 pAnw 240.00 LJ Q O LL 0 WwzU' L1j a rn Ld Z LLJ W � � � O0� 111Q1 11 >�Zw � o¢ o ~ v �. o0 0 11 La N 'j'cL,'4) 10 ." } r- 1 1 ZT7 •O ` LL o Q?�H1 31IIS '02 N �s 4Z i M 65<�0.6bs to NII Z Gt >_ WZ _ Z In 0 O Q Q = I t0 (0 W ~ N N N �o a �o� ; 0 0 V CV 08� z, I S1907'5 2� 57.45 N19.07'5�s4.9e' m zC3WQxx N M ppp tal 8 �D W �p Z y� o tY � *I < Z� ad Q C3 9 ro ZH 3 G i11 C3 Z Ld F 2 `- 11 NN EXISTING GRACE 1 i 292' n PCB#17 ® 949; TF:256.5 66'^•15• N-12 1 INV:247.7 (15 E& M INV:248.5 (6'� MH#23A :248.50 NV:lm. — � 1 I <r 4 0 .o �� .o 04 to N LO N a of � 40+00 41+00 42+00 CROSS-COUNTRY STORM SEWER 43+00 0 M Cu �S'e9 v ! LL_ O� O I--- W (n Lj 0Q L) Q O Q � § j ( �U) Z (� _ LjUj O L/�I/J� D Z CL OLAJ i l 11 coO O 260 250 fit 84'�.15" ADS N^ 12 O 0 8X TO PMNr24 �► PMH523 TF:250.25 INV(15 ):244.25 240 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 860.291.8755 % ����� PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET x LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. GRAPHIC SCALE 40 0 20 40 80 eS0gn LCHMM ROAD RE -SUBDIVISION � LOTS' 6-9 5 STAKED IN THE FIELD . �1 rAft ok �Ar%ssst� lr%^ DIs�iII�V MILL .I�S?ATM � DESIGN. DRAWN.• CHECKED. • GSS 2. ALL UTILITIES ARE TO BE BY A LICENSED LAND SURVEYOR PRIOR TO ��y 1� �%rs SECTION 7 PER CWC COMMENTS DMG ( IN Fm CONSTRUCTION. 2 04-11-02 1 inch = 4U �� A Civil Engineers •Planners Surveyors GIS II➢1EF�i[I[FdG �c SLATER 5'1C�8ElE'g'� to ✓oB NO.: 90-514 DATE January 24 2002 ' 1 03-06-02 FlN.GRADES/WATER ADDED KMI I THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 � 4 it. ��•� 165 south satellite road •south Windsor Connecticut 06074 SOUTH WINDSOR CO CTIC T �V a NO. DATE DESCRIPTION BY ORAWJNG NO.: `514 section? 514-5.dw \ 9 OF THE PROFESSIONAL ENGINEER/SURVEYOR. 3Ot£4 260 250 DATUM! 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I Civil Engineers • Planners • Surveyors • CIS 165 south satellite road . south windsor • connecticut 06074 PLAN/PROFILE.- RED ROCK LANE 260 250 240 DES/GN.• KM/ J DRAWN.• KMI CHECKED. • GBS X8 Na: 90-514 1 DATE. January 24, DRAWING NO.: 514\SEC17ON7�514-6.DWG LEGEND SS PROPOSED SANITARY LATERAL (6" PVC YP.) SLOPE=2.0% MIN. FD PROPOSED FND. DRAIN (6" PVC TYP.) FOUNDATION DRAINS AND SUMP PUMPS TO STORM DRAINAGE SYSTEM ON LOTS 1-3 AND 14-18. PROPERTY SURVEY/RESURVEY PREPARED FOR: 100" AffATM AT AND ROCK RE -SUBDIVISION - LOTS 6-9 D1 MNIG JML E ATM SECTION ? SOUTH VTIN�S� R CONNECTUCUT 46 1 FA o IRON PIN - TO BE SET O EXISTING IRON PIN Ill MONUMENT - TO BE SET IN EXISTING MONUMENT LIMIT OF INLAND WETLANDS — — -- LIMIT OF REGULATED UPLANDS REVIEW AREA 10 SILT FENCE 1. HORIZONTAL CONTROL BASED ON CGS DATUM. THE STREET TREE EASEMENT IS ONLY FOR IMPLEMENTING STREET PLANTINGS AS DEPICTED. THE INTERIOR PROPERTY/BOUNDARY LINES ARE ORIGINAL LINES. THE EXTERIOR BOUNDARY LINES ARE BASED ON A FIELD SURVEY TO CLASS A-2 STANDARDS OF HORIZONTAL ACCURACY, ANY ACTIVITIES WITHIN THE REGULATED WETLANDS AND WETLAND BUFFER AREAS ARE SUBJECT TO REGULATION BY THE TOWN OF SOUTH WINDSOR INLAND WETLANDS AGENCY. THIS SHALL BE NOTED IN THE DEEDS FOR ALL SUBJECT LOTS, AS WELL AS ON THE BUILDING PERMIT PLOT PLAN AND BUILDING PERMIT AS —BUILT SURVEY. MAP REFERENCES: "POND ESTATES at RED ROCK RE —SUBDIVISION, DEMING & SLATER STREETS SOUTH WINDSOR, CONNECTICUT, SCALE: 1 "=40',DATE: SEPTEMBER 2000, JOB # 96-481—A10, PHASE:922, PREPARED BY FUSS & O'NEIL, MANCHESTER, C' FOR MANCHESTER 1-84 ASSOCIATES, VIRGINIA BEACH, VA. "BOUNDARY SURVEY —LAND OF JEAN MARC JACQUES, SOUTH WINDSOR, CONNECTICUT, SCALE: 1"=100', DATE: 11 /20/92, MAP NO. 9021" PREPARED BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICUT. -[ x rn v, NN �o V V 1'-6=" 71) Q o 2'- 4" FRONT ELEVATION NOT TO SCALE 2-#4X TOP OF F E CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONIC. BLOCKS OR BRICKS, C TO 12' ALL JOINTS TO BE POINTED FLUSH & FULI PRE CAST CONCRETE OR CONCRETE MASONRY UNITS POURED CONCRETE OR PRE CAST SLUMP OR SLAB ,,--(OR EQUAL) 3500 PSI 6- OF 3/4" CRUSHED \� STONE NOTES: 1. MINIMUM COVER OVeA TOP SHALL BE 2'-0'. 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12' FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5, ALL BRICKS SHALL BE CONCRETE. TYPE "C" CATCH BASIN SIDE ELEVATION SECTION A -A SEE CAST IRON MANHOLE ADJUST TO GRADE WITH COURSES FRAME 6 COVER DETAIL OF CONC. BRICK OR CONIC. GRADING RINGS (SEE NOTE I> VARIES 6' TO 12' 4' 3' WAN X F CTFP ' TYP, cSEE STANDARD DETAIL) SEE JOINT DETAIL (BELOW) OR 4' RISER 4' SECTION AS REWIRED BITUMASTIC FOR DETAILS, SEE ,} -DAMP PREIVING ELASTOMERIC COUPLING 4'-O' MIN. 4'-0' MIN. AND FLEXIBLE TO JOINT TO JOINT MANHOLE SLEEVE PIPE I.D. I.D. kINVERT CLASS 'A' CaiCRETE OR BRICK MASONRY /4 PIPlizz : gz: SELF-CLEANING INVERT 6' _ EC CLASS 'A' CONCRETE 8. {- -� 6' MIN. ~ 3/4• BROKEN TRAPROCK ELEVATION 2 DEGREES MAX. COLD APPLIED NOTESI -BITUMINOUS 1, TOP STEP TO BE A MAXIMUM OF 12' ROUND RUBBER SEALER BELOW TOP OF MANHOLE FRAME & GASKET JOINT COVER ELEVATION. 2, IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING SPIGOT `BELL REIHF. ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRIOR GASKET JOINT TO INSTALLATION. 3. SEE MISCELLANEOUS MANHOLE DETAILS SHEET, NOT TO SCALE PRECAST REINFORCED CONCRETE MANHOLE (SANITARY) / pOC3 1100 STORM a AL TERNATE �o � o CEO❑Oj ❑ 0 ❑ ❑ ❑ ❑ O ❑ �op000�� �q Qo 0 oo❑oo HANDING SECTION B-B SECTION A -A CAST IRON FRAME CAST IRON COVER NOTES: 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. 2. SANITARY SEWER MANHOLES SHALL BE EQUIPPED WITH VENT HOLE IN CENTER. NOT TO SCALE CAST IRON MANHOLE FRAME AND COVER 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION SOUTH WINDSOR STANDARDD FRAME AND COVER ADJUST FRAME TO FIN, WITH CONC, BRICK (6' TO 12' MAX.) STANDARD STEPS (SEE MISCELLANEOUS -� MANHOLE DETAIL) ALL JOINTS TO BE POINTED FLUSH AND FULL PRE CAST CONCRETE ❑R CONCRETE MASONRY UNIT 8' CONCRETE DR BRICK INVERT, e 6'-4' DIA, NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. NOT TO SCALE STORM MANHOLE 6' OF CRUSHED STONE DEPTH TO INVERT VARIES SEE PROFILES 6' IMIM N FINISHED GRADE I.D. + 2' If MTN. 12' MIN. 12' 12' I.D. ho 00,000000 O O O O O O PROPCISED GRADE PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 12' MAX, 24' ABOVE PIPE APPROVED BACKFILL PLACED AND �__- COMPACTED IN 12' LAYERS (DR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' SAND BEDDING PLACED AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2'. MATERIAL SHALL MEET D.O.T. M2.05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER, MATERIAL SHALL MEET D,D.T, M,02,1 FOR 3/4' STONE. BACKFILL TO SPRINGLINE OF PIPE WITH 3/4' STONE WHEN USING P❑LYTHYLENE OR CPP PIPE STORM DRAIN TRENCH DETAIL IN LINE CLEANOUT TYPE G NOT TO SCALE PIPE SIZE PER PLAN NOT TO SCALE EXCAVATED NATURAL CLAY 3/4" BROKEN TRAPROCK (TYP,) TRENCH WIDTH ' < PIPE FLAW ,y d' a 4 a ♦a 4'-0" (MAX.) _ (TO OUTER MANHOLE WALL)_ 1'-6" 2' MIN. FULL TRENCH'. MOTH (FROM PIPE JO(NT) PLAN VIE'h! SEE NOTE #3 FABRIC (SEE NOTE #4) SAND BLANKET (TYP.) PIPE Q< < ° A A'° \ `BOTTOM OF EXCAVATED TRENCH \V NATURAL CLAY 3/4" BROKEN TRAPROCK (TYP.) TO TOP OF PIPE. PROFILE VIEW NOTES: 1. CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF NOTE#4: MANHOLES, AND SPACED A MAXIMUM OF 106 +/- APART, OR AS FILTER FABRIC SHALL BE NONWOVEN DIRECTED BY THE TOWN ENGINEER. CLASS 2, WITH PERMITTIVITY OF 2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON 0.5 TO 0.1 SEC` AND ADS OF BOTH SIDES OF TRENCH. 0.43 mm TO 0,22mm AND S MEET AASHTO M288-96. 3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND TO THE TOP OF ROCK. NATURAL CLAY DRAINAGE STOPS NOT TO SCALE LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED ° a , a N. 12" MIS-- N• .. .. �` APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. -SAND BLANKET PIPE, AS SPECIFIED ]�� 3/4 BROKEN TRAPROCK 1 /2 •Du PIPE FILTER FABRIC 6. MIN. O.D. 1' PIPE 1' SECTION NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG. M-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC` AND ADS OF 0.43 mm TO 0,22mm AND SHALL PIPE - IN GROUND WATER MEET AASHTO M288-96 NOT TO SCALE TYPICAL SANITARY SEWER TRENCH SECTION Q RAMP CURB 1" PER FT. MAX SLOPE SIDEWALK PLACE EXPANSION JOINT AT BACK OF CURB LINE SIDEWALK OR AT SIDEWALK LINE. GUTTER1k LINE SECTION A- A GRASS / \ GRASS B / < \ EI L PLAN VIEW GUTTER LINE /1 TI !l IN' Bb n SEI, IIVV -tS SIDEWALK RAMP NOT TO SCALE EDGE OF PAVEMENT 10'MIN---I - i I PROVIDE ALTERNATE 'PULLOFF' 15MIN. AREA IF DRIVEWAY GRADE IS GREATER THAN 10%. I! 10, 15% GRADE 10' _ _ MAX 10'MIN TRANSITION 5 NOTES, 1. REFER TO TYPICAL ROADWAY SECTION FOR GRADE RELATIONSHIP BETWEEN R.O.W. LINE AND GUTTER LINE. R.O.W. 2. MAX. GRADE OF 15% STARTING 10'-0' BEYOND TOWN R.O,W. LINE. q W Q O J � 3 SIDEWALK u' 15% MAX GUTTER � w F Z MAX SLOPE 5% r; 10, 1p' TRANSITION 1" LIP OVER " FAVLMENT SAG CURVE IN DRIVE COURSE ca a a L� a H SIDEWALK 10, w GUTTER I- Z MAX SLOPE U 5% NOTE, FOR REPLACEMENT DRIVEWAY, PAVEMENT MUST HAVE A V LIP OR POSITIVE DRAINAGE TO ROAD. 10, TRANSITION 15% MAX CREST CURVE IN DRIVE NOT TO SCALE 0r7clnr7KI'n AI nRnA7weY nf7TAII c t\L.�Ivc..l♦ IL)-�� vlv v�.rrr-� I vr_.Ir�l`.� ED TYPE /K2/ BIT, CURB NOTES: 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04,01.1d4. FORM 814 A NOT TO SCALE BITUMINOUS CONCRETE LIP CURB SECTION 1/4- RAUIUS IOUL LXPANSION JUINI MIL. ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814 AS AMENDED _nn I I'_n" )EWALK MEET TOP OF CURB N BIT. CURB - CURB 1 2' : 1' . .................. LqR/F 3:1 MAX. RES{D. rr oov oov r 4" TOPSOIL & SEED 8" PROCESSED OR BANK RUN GRAVEL 4" TOPSOIL &SEED MEET GRADATION OF M2 06 GRADING R OR M5.01.1. MATCH EXIST. GROUND 5" CONC. SIDEWALK (8" CONC. AT DRIVES WITH 6" X 6" X 10/10 WIREMESH) TYPICAL SIDEWALK DETAIL N. T. S. (860) 291 -8755 CONSTRUCTION DETAILS esign OesSiOaIS, inc.DESGN• KM/ ED: GBS4NK JOB No.: 90-514 DA TE. January 24, 26 civil engineers • planners • surveyors 165 south satellite road, south windsor, Connecticut 06074 DRAWING NO.: 1 JOB 15141 SEC T/ON71514-8-9.D SHEET POND ES'TA TES A T RED ROCK RE -SUBDIVISION N LOTS 6-9 DEMI,NG HILL ESTATES' SECTION 7 DEMING & SLATER STREIETSto &DUTH V11DSOR CONNLICUT PAVEMENT dl a' MIN. TPENrH MIN. WIDTH VARIES SEE TYPICAL TRENCH SECTION SECTION LOT SIDEWALK REQU1 PERMANENT RESIDENTIAL CUL-DE-SAC SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS ---CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 - 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE (❑R - MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAPROCK BASE.- M 05,01. 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02- GRADE, B (OR PROCESSED TRAPROCK) NOTES 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED PERMANENT PAVEMENT PATCHING DETAIL SIDEWALK NOTE dl NOT TO SCALE RIGHT OF WAY FOLL13VING FUTURE THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERS WHEN STREET IS EXTENDED, PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION OF CONCRETE SIDEVALKS SIDEWALK (WERE REQUIRED) NOTES FOR PERMANENT CUL-DE-SAC SIDE VALK SHALL EXTEND AROUND TEMPORARY OR PERMANENT RESIDENTIAL CUL-DE-SAC NOTE MI- THE MAXIMUM NLHBER OF DRIVEWAYS WITHIN A CUL-DE-SAC ( ABOVE THE LINE SHOVN) SHALL BE LIMITED TO THREE NOT TO SCALE RESIDENTIAL CUL-DE-SAC DETAILS 1. Set posts and excavate a 6"x6" upslope from posts. Angle posts 5' upslope POST for stability and self- cleaning. (� � O 91 Ell ! - Min, 3. Attach filter fabric to the wire fencing and extend it into the trench. Wire --. Fencing Compacted Backfill 2. Staple the wire mesh fencing to the end of the post. 4. Backfill the trench and compact the excavated soil. CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S. 6" CT D.O.T. 2" STONE TO BE PLACED Z OVER FILTER FABRIC MATERIAL SEE SEDIMENT AND EROSION SHEET FOR PAVEMENT WIDTHS EDGE OF PAVEMENT THRU STREET ANTI -TRACKING APRON N.T.S. ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814 AS AMENDED 50'-0" RIGHT OF WAY w w z z J 'j I-.. 25' 25' w W W W 1- H (n 12' 1 13, 13' 12' V) 1' F [ POINT OF 12" SEE DETAILONC IDEWALK gRiFs APPLICATION OF GRADE BIT. CONCRETE CURB �� 4" TOPSOIL &SEED BASE COURSE: 6" PROCESSED STONE al -i-i�c aiTUMii410US COiJCREic CLnaa n TRAPROCK BASE (COMPACTED) kI! SURFACE COURSE (COMPACTED) AND MEET GRADATION M05.01-1 1-1/2" BITUMINOUS CONCRETE CLASS I 4" TOPSOIL &SEED SUBBASE: 8" GRAVEL (DEPTH SHALL BE BINDER COURSE (COMPACTED) GRASS STRIP RESERVED FOR LOCAL ROADS, IF PAVING IS DONE INCREASED TO 12" WHERE LEDGE OR ROCK IS PRESENT) FORAFTR OCT. 15 OR BEFORE APRIL 15, HYDRANTS, POLES, ECT. MEET GRADATION OF M2.06 GRADING B A 2 BINDER COURSE SHALL BE PLACED. 1 /1 A l r%I% A nT.I A �/ e-r"i%Tl r\A I I Tt'IUAL KUAUVV/A T JCL. I IUIV ALL MATERIALS ARE TO MEET CONN. D.O.T. N.T.S. SPECIFICATIONS FORM 814A AS AMENDED. ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED EXISTING CENTERLINE OF TOWN ROAD I 30' MAJOR COLLECTOR z_ 25' LOCAL & MINOR COLLECTOR _ SYMMETRICAL ABOUT CENTERLINE BITUM, CURB ❑R AS 25' MINIMUM FROM CENTERLINE WHEN DEVELOPMENT TAKES PLACE TO BE DEEDED TO TOWN ON BOTH SIDES OF ROAD. DIRECTED BY TOWN 6 3, Q� VARIES I Mpk, RFS VARIES EXISTING EDGE V ID 1� 6' OF PAVEMENT ARIfs PER DOT _..._- SLOPE TO MAT ARZES R�gtD• 3' BITUMINOUS CONCRETE MIN. OR MATCH EXISTING MACHINE CUT FACE OF EXISTING PAVEMENT. SEAL WITH LIQUID 12' MIN. PROCESSED STONE BITUMINOUS MATERIAL M.04.02. OR 6' MIN. STONE AND 6' GRAVEL OR MATCH EXISTING ALL DEPTH MEASUREMENTS REFER TO DEPTH AFTER COMPACTION. NOT TO SCALE IMPROVEMENT TO EXISTING TOWN ROADS o <x It 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY I i a, , LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE to a>t' O0 INFORMATION_ ALL EXISTING UTILITIES SHOULD -vJ w BE FIELD VERIFIED PRIOR TO CONSTRUCTION. N 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DA TE REVISIONS DESCRIPTION WrA CB GRATE FILTER FABRIC r1REPLACE FILTERSUBGRADEFABRIC CB TOP EMOVE CS LACE FILTER FABRIC GRATE TAKING CARE DAMAGE FILTER FABRIC AN, CHm W/ S TV 141 CE 0R EAR PH Pi LE. EARTH OR STONE ANCHOR PILE SU13MADE CATCH BASIN GRATE SEDIMENTATION CONTROL N. T. S. STRAW BALE 1. EXCAVATE A TRENCH 4` DEEP AND THE WIDTH OF A II} 4i} 2. PLACE AND STAKE STRAW STRAW BALE. !(} 4,} BALES, TWO STAKES PER BALE. :::, (II}I 11} :::, 41(} ! I BINDING WIRE OR TVANE STAKE a PACKED STRAW a PLAN VIEW COMPACTED DACKFILL 4. BACKFlLL AND COMPACT BETWEENEBA ESE7CREATEAINAVATED SOL AS iS Ii} SHOWN THE CON THE UPHILL SIDE A CONTINUOUS BARRIER. Ii(IiVOF ENTHPIPINGRIER TO PRE- :, I14�1l�Ill�ll �Il I11�ll�l�lill ll�ill7l�lill J14�If�111�11 II��II9111�II I I BOTTOM OF DRAINAGE WAY FI PLAN VIEW CROSS SECTION `01 NOTE: ELEVATION AT POINT A SHOULD BE HIGHER THAN ELEVATION AT POINT B. BALED HAY OR STRAW INSTALLATION N.T.S. ANTI -TRACKING NOTE: 1. SILT FENCE TO BE INSTALLED PRIOR TO HOUSE CONSTRUCTION. 2. TOPSOIL TO BE STRIPPED AND STOCKPILED FOR EACH LOT. STOCKPILE TO BE WITHIN SILT FENCE. 3. SEDIMENTATION AND EROSION CONTROL IN AREAS OF STEEP SLOPES TO BE CAREFULLY MEASURED. 4. SILT FENCE TO REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE STABILIZED. TYPICAL EROSION CONTROL FOR HOUSE CONSTRUCTION N.T.S. Flow _1_ form Sewer Structure )te: Bindings shall not come contact with the ground. Ow -h two 2%2"x3' each bale. HAYBALE INSTALLATION AT CATCH BASINS N.T.S. SEDIMENTATION AND EROSION CONTROL NARRATIVE i ♦1 A1711�t11ClIII THE PROJECT SITE IS LOCATED ON THE SOUTH SIDE OF DEMING STREET AND THE EAST SIDE OF SLATER STREET. THE SOUTHERN BOUNDARY OF THE PARCEL IS COINCIDENT WITH THE TOWN LINE WHICH DELINEATES THE TOWN OF SOUTH WINDSOR/TOWN OF MANCHESTER AND ABUTS THE BUCKLAND MALL AREA. UNDER PRESENT CONDITIONS, THE SITE IS AN OPEN CULTIVATED FARM FIELD WITH A SMALL POND AND SWAMPY WOODLAND LOCATED IN THE EASTERN PART OF THE PARCEL. THE PROPOSED DEVELOPMENT OF THE PROPERTY ULTIMATELY WILL INVOLVE THE CREATION OF 17 BUILDING LOTS IN AN OPEN SPACE SUBDIVISION LAYOUT. PREVIOUSLY APPROVED SECTIONS 1, 2, 3A, 3B, 4, 5 & 6 ARE CURRENTLY UNDER CONSTRUCTION. FOR THE PRESENT APPLICATION, SECTION 7, IS PROPOSED WHICH CONSISTS OF 17 LOTS, WITH A TOTAL LENGTH OF PROPOSED ROADWAY AT APPROXIMATELY 1,400 FEET. ALL LOTS WILL BE SERVED BY LOCAL UTILITIES AND STORM WATER RUNOFF WILL BE CONTROLLED WITH STRUCTURED STORM DRAINAGE. EROSION AND SEDIMENT CONTROL DEVICES SUCH AS SILTATION BARRIERS ARE PROPOSED TO SLOW THE FLOW OF STORM WATER AND MINIMIZE THE TRANSPORT OF SEDIMENTS INTO THE WETLAND AREAS. NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. HAY BALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" WOODEN STAKES PER BALE. 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 5. ANTI -TRACKING APRONS TO BE INSPECTED REGULARLY TO INSURE PROPER OPERATION WITH STONE TO BE ADDED TO OR REPLACED AS REQUIRED_ CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRED. 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8. ADDITIONAL EROSION CONTROL MEASURES INCLUDING TEMPORARY EXCAVATED SEDIMENTATION STRUCTURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 9. HAY BALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 11. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. GENERAL NOTES: 12. TEMPORARY SOIL STOCKPILES SHALL BE REMOVED FROM A LOT PRIOR TO A BUILDING PERMIT BEING ISSUED AND THE STOCKPILE REMOVED FROM THE ADJACENT LOT(S) BEFORE A CERTIFICATE OF OCCUPANCY IS GRANTED. 13. AREAS PROPOSED TO BE CULTIVATED FOR AGRICULTURAL USE SHALL HAVE A COVER CROP SEEDING IMMEDIATELY 1. HORIZONTAL CONTROL BASED ON CGS DATUM. SEE PLOT PLANS FOR ADDITIONAL BOUNDARY INFORMATION. AFTER HARVF_S_T_. S_F_F_ NOTE 7 FOR ALL OTHER AREAS. 2. THE SUBJECT PARCEL IS NOT LOCATED WITHIN ANY SPECIAL FLOOD AREAS AS PER FEMA MAP INDEX PANEL NO. 090036 0011 D, NOT PRINTED WITH FEBRUARY 23, 2001 REVISIONS. 3. CONTOURS ARE AT TWO FOOT INTERVALS UNLESS OTHERWISE NOTED. 4. TOPOGRAPHY IS BASED ON M.D.C. DATUM. CONSTRUCTION SEQUENCE 5. ALL CONSTRUCTION TO CONFORM TO THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS. 6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE DEVELOPER SHALL HAVE A PRECONSTRUCTION 7. EXISTING UTILITIES AS DEPICTED ON THE PLANS ARE TAKEN FROM THE AVAILABLE INFORMATION. MEETING WITH THE TOWN OF SOUTH WINDSOR STAFF. THE CONTRACTOR SHALL HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE 2. THE LIMITS OF CLEARING AND ROADWAY DISTURBANCE SHALL BE STAKED OUT BY THE SURVEYOR(S) AND SHALL BE EXCAVATING, CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455. INSPECTED BY TOWN STAFF PRIOR TO CUTTING OF ANY TREES. 8. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND THE DESIGN 3. INSTALL ANTI -TRACKING APRON AT LOOMIS ROAD AND INTERSECTION OF RED ROCK LANE AND DEMING STREET. THE ENGINEER. CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 9. ALL PROPOSED UTILITIES TO BE UNDERGROUND. 4. INSTALL ALL PERIMETER EROSION CONTROL MEASURES AS DEPICTED ON THE PLANS. 10. ALL HOUSES SHALL BE EQUIPPED WITH ROOF LEADERS AND SPLASH PADS. 5. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. 11. MAXIMUM SLOPE OF CUT AND FILL AREAS TO BE 3: 1. ALL FILL MATERIAL IS TO BE CLEAN MATERIAL. 6. EXCAVATE CROSS-COUNTRY STORM TRENCHES ONE RUN AT A TIME BEGINNING AT THE TOWN LINE. 12. ALL STUMPS TO BE CHIPPED ON SITE. NO STUMPS ARE TO BE BURIED ONSITE. 7. UPON INSTALLATION OF UPGRADE MANHOLE, COMPLETE BACKFlLL TRENCH, LOAM AND SEED AS CALLED FOR IN THE SEEDING SCHEDULE. INSTALL MULCH WITHIN LIMITS OF DISTURBANCE. 13. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 8. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE WITHIN R.O.W. AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE 14. ALL HOUSES SHALL HAVE FOOTING DRAINS CONNECTED TO THE PROPOSED STORM SEWER OR DISCHARGE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT TO GRADE. FOOTING DRAINS DISCHARGING TO GRADE SHALL BE EQUIPPED WITH RODENT SCREENS AT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF THE OUTLET. DISTURBED AREAS. 9. CUT AND FILL ROADWAY AREAS TO SUBGRADE ELEVATIONS AND STABILIZE SLOPED AREAS WITH HAY MULCH OR 15. FOOTING DRAINS SHALL BE 6" PVC WITH MINIMUM SLOPE OF 0.5%. BY HYDROSEEDING. IF SANITARY PIPES ARE PLACED IN GROUND WATER, CLAY STOPS WILL BE REQUIRED (SEE DETAIL). 16. SANITARY HOUSE LATERALS SHALL BE 6" PVC WITH MINIMUM SLOPE OF 2.0%. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED AS CONSTRUCTION PROGRESSES. 10. INSTALL SANITARY SEWER, WATER MAIN, AND STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH 17. PRIOR TO INSTALLATION OF PAVEMENT BINDER COURSE, ALL HOUSE UTILITY LATERALS SHALL BE REQUIRED HAY BALES AS DEPICTED AND INSTALL RIP -RAP AT OUTLET STRUCTURES AS SHOWN. TO BE EXTENDED A MINIMUM OF 25 FEET INTO THE LOT, WHERE BLASTING IS REQUIRED FOR SUCH INSTALLATION. 11. INSTALL UNDERGROUND ELECTRIC CONDUIT AND ANY OTHER UTILITIES. BUILDING CONSTRUCTION MAY BEGIN 18. SEISMIC MONITORING SHALL BE CARRIED OUT VIA A THREE -AXIS, CONTINUOUS WAVEFORM DIGITIZING SEISMOGRAPH DURING THIS TIME. AT THE NEAREST STRUCTURES (BUILDING, STORM SEWER, SANITARY SEWER). EVALUATIONS OF SEISMOGRAMS TO 12. PREPARE D FOR PAVING, SIDEWALKS AND CURBING AND PREPARE DISTURBED AREAS FOR ENSURE COMPLIANCE WITH USBM 8507 SHALL BE PERFORMED BY A PROFESSIONAL SEISMIC CONSULTANT ANNDD SEEDING. ACCEPTABLE TO THE TOWN ENGINEER. 13. ACE PAVEMENT, CURBING, SIDEWALKS AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING PLACE SCHEDULE. SITE LANDSCAPING MAY BEGIN AT THIS TIME. 19, BACKWATER VALVES REQUIRED FOR ALL FOOTING DRAINS CONNECTING INTO STORM SEWERS. PROVIDE ACCESS TO SURFACE IN ACCORDANCE WITH THE LOCAL BUILDING CODES. ACCESS SHALL NOT BE ALLOWED IN CATCH BASINS. SEEDING SCHEDULE ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL., SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOP DRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 457. CREEPING RED FESCUE 45% PERENNIAL RYE GRASS 10% APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. NOTE: WITHIN UPLAND WETLAND REVIEW AREAS, SEED MIX TO BE SUPPLEMENTED WITH 20% WHITE CLOVER BY VOLUME. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYE GRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. (860) 291 -8755 ■ joesign = _ professional% Inc. civil engineers • planners • surveyors 165 south satellite road, south windsor, Connecticut 06074 ESTIMATED START DATE FOR CONSTRUCTION - SPRING, 2002 ESTIMATED COMPLETION DATE FOR THE PROJECT - SUMMER, 2003 RESPONSIBLE PERSON(S) FOR IMPLEMENTATION OF SEDIMENTATION AND EROSION CONTROL: J.M.J. CONSTRUCTION 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 CONSTRUCTION DETAILS AND NOTES DES/GN.. KMI DRAWV: KMl CHECKED: GBS JOB NO.: 90-514 IDATE.• January 24, 2002 DRAWING NO.: JOB \ 5141 SECTION71514-8-9. DWG POVDF"AYMATREDRACK RE -SUBDIVISION LOTS 6-9 "GL2�Ll rV A7i`ii raj �i L r..7�` SECTION 7 DEMRNG & SLATER STREETS SOUTH WR DSOR lO NErRCVe SHEET 'i 11-4/lF MEL.VIN SCHMIDT xisting CS T.F. = 233.32 Inv. N. = 228.55 Inv. E. = 229.14 i 0 CONNECT TO LISTING Existing CS CATCH BASIN T.F. - 233.71 INV. = 229.0 / Inv. = 229.94 1 Existing San. M.H. T.F. w 259.[�65'�.� ���< / •,`� /! Inv. = 251.02�.- �, o N#/F/ ANNA H. �'l�,4,6 /ten HOLLOWELL �• �' ��!/ t t�PER PA'v�E>`v EN" , `� ,- �� \>��� v y FJ �� � r R� �i°' 0 ATCM EX�S © '104 END BIT. CURB •'',� '' 'o. ��� T.F. - 2 ? 6 �h (• � Existing Sin. ".�.H. CB 6A 24_.'.5 T64..Q $� ^�'"``b®a T.F. - 245.1 � Inv. 23 �.g0 lt ELEV. . 259.4 INV. = 240.0 � 1h9 / CONNECT TO EXISTING " � � Q Sg� �. N/rr VIOLA M. aYSTEM. CUP'RVL-- TABLE CURVE P_EI1 +� Cr-1, RAiWUS CHORD MiZARNING DELTA ; C- 11 50.83 30.00 44.96 N29'23'37NW 97'04'13" C- 2 4-3.42 30.00 39.73" S60'36'23"W 82'55'47" C- 3 a 55.96 600.00 56.94 S80'38'54"E 5.26'21 " C- 4 102.71 600.00 102.58 S88°16'19"E 9'48'29" C- 5 s 159.67 600.00 159.20 S85'33'08"E 15' 14'50" C- 6 $ 150.27 100.00 136.53 N50°07'32"W 86'06'03" ��` 'O�`�"..��fON LEGEND A� 11.�� o� ---APPROXIMATE LOCATION PROPOSED MANHOLE N/F GERALDINE OF CT. WATER SYSTEM. R>I-� ANTOLiNI �l PROPOSED CATCH BASIN L.F. ��;�n,rt, �� r N/F FRANCIS H. 11�» Sfl1 PROPOSED STORM SEWER I � _ to&'" ��' y _ EL ZABEfH B. ROWE �� ' .,.r.... ........,. a�- Ss..SO `"""-•. "►, *- j --- 8w SAN PROPOSED SANHARY SEWER ��,,, �• �_ `,' \ M 6 _F�,m_a-rFO_____FU PROPOSED FOUNDATION DRAIN r, STA. 21'A22.ti�1 �� ® /; o _ °�� a �:-?�����-----aa PROPOSED SANITARY SEWER LATERAL /D$� �• � t �" ``' f %� r •�` `4 �`�""O TsSan. C3 #6 � I a EXISTING MANHOLECB #3AfV1I C5uo'T.F. 253.2 ATD - �^ s� q ' E vv/. �',u. �;� �.. INV. 24S r--- EXISTING SAIr. ARY SEWER "^� Inv 245 1® is S 4 a ° J PIP,*+�.1 _ s� �-A-® e .... r s• l-^-.., , ---- -- ' - 245.0 .� SAN -a �- %Fli 1 SAN T. u0T ----- UNDERGROUND TELEPHONE / /! I ✓ _ =k . a 5' I 43.94 PR.. ®_.P.®_ S- E_ 0- A..i. E....R. MAIN hP- � L COORDINATE LIST PSTDO .. .iO .Y. .. 1. . ,.,-,....2 �r PROPOSED HYDRANT/ROADWAY 260 250 240 230 220 S U' < li! STA. = 7- 72.2 h�mu�c insi ll P i P 7 R #5 F. � 325.00 50.12 ,p�^"' ' OFFSET 3.5' I Z x 8 rec v-ce r -•5. ' �� gas INV. 247.2 Ua-I ve - open Ie�+ NOTES: (1) SANITARY SEWER LATERALS SHALL EXTEND A ?Iuj-a• trio ���F ® c�"i MINIMUM OF 10 FEET BEYOND THE STREET LINE. END CURB A �q ISLE, i I ��v S nEla i� �e�r i,`U ELEV. = 2aa,00 (2) VERTICAL DATUM IS C.G.S. "N,A.0, 1 92 / FOUNDATION. RAINS.AND, 5V'AP PUMPS TO STORM DRAINAGE SYStE,M ON 41 ` 1 OTS. Sc' e s' 40, TAPER PAVEMENT TU____ -40 -20 q, 40 0o i2o MATCH EXIST R i LL STo >2M C' Plv 13 E ADS N - l 2 4 ( -0 Mi\*kNTAINJ 5' 5E/2MAT 10N 1 ETk/t,EN I l WATER MAN `�- S`TOR(A DRAIN SUBDI VI.DE'R: ANCITESTE'R I - 84 AS SO CCIi ' nr. y3 3 } f Bf ;y T pl T JNT C i * f ?� 1109 ROSE LANE VIR GINIA BEA C 2 8 415 it ! ELEV. 259.0 1� -- _ � 1 . _------- ', EXISTING GROU-N-D-+ TERIJ-N PAVEMENT .~- -, ,,, S1.A►►� E.R . . . CONNECT TO EXISTING ______ -S C WATER CO, SYSTEM. • END SIT. CURB V EMN�STREET, m 'X NEppf)0 �'NELEV. 254.0 . j E[)GE 0 PAVEMtN i u' R4 G�1T3 ER I�laq� � � { �` . Inv. 251.02 L I` `' -..•" _ __ _ _ I �4� -- „v �. _ . . . . . .� a� .F A5'° �� LOPE_._... ._,., _ C.W >� £R 11R,41€ ono Inv. - 248.15 LJaia� -_ _� '"'------ _ ,____� 204 I_ F 15 ® l �� o., a �TF o0 0 . . . . . . . . . ��� \ 1 1 vr'im �a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ......... ... .....� ......... ........\�i`a_�� \ ...... .... 60 1 25( 3� p 230 �C11111�%, Ii0+00 11 +00 o, •,�E * REV PEA C we DATED; q/3/02 Ai L 126 V 15 t oNS 'S N Ec,T- '�- 10 63 I)c-5' (-7N P PX f -SS /aul t=o (LES U 5 0 N DA-Teb Jd4ly v Y� o®z• PROD. MANAGER: 1R -- CHIEF GESIGNR: Pa' a F�&CYNE,LL REVIEWED BY �y DAi F_ consulting engineers _ BOUNDARY j _i 146 HARTFORD ROAD, MANCHESTER, CONND"'UT OP"" MELD EDF GEOMETWY oRAFnNG PLAN AND PROFIL E POND ES TA TES at RED ROCK _ FOR R ION DAM MANIC ESTER 1--84 .�J�OC. A 12/28/90 Q I!�lS3 � I0/I0/00 - - - - - -- - - - - z/1 Q 6/26/01 DEMING & SLATER SOUTH WINDSOR, CT. HOR. I IN. 40 FT. PROJECT F; D. BK. DATE SCALE:v1 R. i IN. 4 FT. 8ro--481{27} ''.-� 597 9/12/90 SHEET NG. 10