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HomeMy WebLinkAbout116 DEBBIE DR SITE COMPLUNCE CHECKLIST TOWN OF SOUTH WIIYDSOR,CONNECTICUT a 1 *****Bt=ING OERMIr ADDRESS t 1 D Lov NIr#,,__Revlewed by 'jt (Engineering) CONTACl/UEV �ren�G, t-�¢,��� Date Reviewed enled Ak- --ale Reviewed by (Planning) Date Submitted D Date Reviewed Approved/Denied. Reviewed by (Health Dept) Date Reviewed_Approved/Denied In accordance with the Zoning and/or Subdivision Regulations,prior to the buiidmg of any structure on a lot;a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall Include: Approved Denied N/A 1. Name,address&phone number of 2. Name,address&phone number of plan prePaw. 3. Zoning Wur"don—Le;zone,open space, fioodway,street address a' 4. Plot Plan at i'_;?scale a. SubdivWon reference;abutting properties,.etc b. Easonents of record. C. Lot desaiption,bearings,building lines, distances,area,etc d. t oni ours,.vasting&proposed,1 Or 2tL interval when:appropriate• e. Bullding location with dimensions.Elevations of F proposed finish floor,garage floor&centerline of road at driveway f. 'Elevations of gravity drainage systerns,sanitary _ &foundation drain at the house and the street g. Tentative u0pty location(gas,water,electric, septic system,etc h. Tltie block with name&address of preparer, date,appropriate certification;rive seal&live signature consistent with the Board of. Registration requiremmts.(P.E&LS.) S. Sedimentation and erosion control 6... Special Planning&Zoning;Inland/Wetlands considerations(Plans on file w/Town Clerk) COMMMTS: s/engineering/molloy/building compfance checklist REINO E HYYPPA 8 ASSOCIATES CIVIL ENGINEERS 5 LAND SURVEYORS GLASTONBURY, CONK 7-98 : I SEIE RIVE 8., sq►i_ ' i bMN rN 4G' 30' 00 E — --- ---- 1100.00' - - - 29g`--- W •�; vJ I d `� 5 29� o r x a 00or_ 46 BLDG ` A L{WE y PReP, H�ov JE ;e 3 e F_ 292.5 - `2910 d \ 0O w O ' l O O 19 , N� ` a 00 17 fn OIn in Z94 eat I S AKEA: 20,000,E SF ►oo.00 - ----- — 5 q(06 30' 00" w - LOT LIWES FROv.HAP 0►j FtLE TtTLEp, �'92- 'OPEN 59McE _'VW jt5i0►•t 4-30 ZONE Ol­ EN 5PA F PL.DT PLAN SECTION I M0014TAJ"V,E04 ESTATE-, SOUTH WiNDSoR,C0-X.'BY RzINo E. HrrPcw t AssocIA1E5 5cALE 64, l`z40' DcT�:3-w 8s M,AP No igp 6� I(, BEET -�5 OF145HE-ET5 REv �(� �� PREPARED FOR No zoNlWG VsoLATION5 DART HILL REALTY INC CERTIFIED W1557ANTIALL`l CL'RECT SOUTH WINDSOR, CONN. SCALE 1"-40' JDATE . �1 -RC TOWN 1 -IT ENG11' -- DATE: SIG.,. REINO E. HYYPPA 8 ASSOCIATES CIVIL ENGINEERS & LAND SURVEYORS GLASTONBURY, CONN 'r L;E77661E -- - ------ --=N 4G' 30. 00• Ems_ ---_.. - - -100. O' � ___ 40• BIDG � -t11JC Z�. 25' TS 3 r 'TF-t 3 z.4 Q1Q \ IIx `y \t� ' �J IO `4'o•NwaM bay L —fir U rn O rn CJ 21 2qq 016 4. - AREA- 20,000 4r 100.00• - • S 4(0 30' 00'• W i LOT L WES FRDv,WAP OIN FILE TITLED, 'OPEw SF%�CE 5JbDYIS1oN A-30 ZONE <€ d 1� q' A n n PLOT PLAN SECTION 1 M0,JwTAlNvIEvJ �� n.`. � , � �N ���j� �� � ~ ESTATES SOUTH WIND_rOR,COQW.`BY > :P -Y .�s ^ ? ,. • RE W o E. H"P;v, f ASSOCIATES StAL£ 1 '40 DATE.3-A-$S►,/AP NO.IBO$J'I(, q, un Z,. J►�EET oFbSNEErs REV. 3o b5 �' q� , `� PREPARED F R p NO Zo1JING VtoVp,*ioNl5 'DART HILL REALTY INC CERTIFIED su551A4 IALLY CORRECT SOUTH WINDSOR, CONN. SCALE '. 1'' '•40 -Z�-$ � DATE: �8- >^5-►d Jq Tuvil. r ENGINEERII-a L-• REINO E. HYYPPA 8 ASSOCIATES CIVIL ENGINEERS 5 LAND SURVEYORS GLASTONBURY, CONK fi 298 �, G�iV� sue_._ i,� i I bM1i - — ----- N 4G' 30 00" E - __- -. _. ,,100.00' _ - 2 9g ' vJ .. g Sb'->s• ` ti PReP, Hav�E s3'3• P�F. 29z.5 il O O . ' LJ O pp \�' C 0 In Z v 18 - _ AREA= 20,000, SF I,00.00' -- - S q(06 50' 00" w - - - - LOT LI►.1E5 FRDV AMP aw FILE TITLED, a92- 'OPEN SSE 5IW lJ I sooty 4-3o Z01,a O F E N ��A E FL.m PLAJJ SECTioJ4 I M0QWTWNviE� E5TATE> 50vTH WIND,pR,CO$,PJ `BY Rnwo E. HWPP4 1 AS5ocIATES 5cALE r_40 OATE:3-w 8s►J�AP ND.laa 6�-Ic, �+ oF►ySNrs REV. -30 8s PREPARED FOR No Zo1JING V►oLATIo�Is DART HILL REALTY INC CERTIFIED 5ue5TA"TIALL`I CDRRECT SOUTH WINDSOR, CONN. 1 1EC.ALE C -40' DATE'. 8E 58- >;5-►� REINO E. HYYPPA 8 ASSOCIATES CIVIL ENGINEERS 5 LAND SURVEYORS GLASTONBURY, CONK 298 �4 'y /; j 1. E6BiE DRIVE �JK saw_ SMH 4GO 30' 00 E -- -- -_ 1100. 0' ul _ 9 L-i ME F) FbecN - s 't;: 3oz.4 29f. - "h O �= `l 7 x <q"b.`=w �� tt.. O n' 14 , �y-�, r�°' y,' 't• �=G,'%-n � :'� y F^ d" O � �';A4. ',I.� x I�q.��[ -�i,* 20,000, 5 F �. t 0-1 q`r.4` f.•t:s J2w r1 tiAaT�'r, w?F �..'".�;,'S j.. 4'�A$ 100.00 s� Y S q(06 30 00 w � � �,f � A ��'q� i �ar «-�;,,,a � qf. h 4,�k�} w.t°"�- •'�" �� t ."`i r�� ry"rt .r �' ' �S`�:"'v�"F � LOT L1NE5 FRDW.WAP OW FILE TITLED r ¢ � i "" ' 2 9Z i 'OoEw 5Fc-cE 5ueaVl5d0N 4-30 ZONE PL-OT PLA,,, 5EC1I01.1 1 NIouNTaNwEw �` § *'� �s+�` ��. � 1 �'� �r°°'"'�ur �f"-Aq.�E �'4 `.�'�"`' •z�*�'° E5TATE3 S0,,1TH MwDsoiz,CDw*j-'BY Z ' � Oj, G'r "y4 , ' °. 4 R wo E. H-naA 0 AssocwF-s 5cac.E 1`=40' C 4TE:3-w 8s MaP No.184 `JHEET 0F►g5"EEr5 REV. 3o e5 PREPARED FOR aTE—v 4-,,.la&. No DART HILL REALTY INC Zo►.j I NG VFoLArooNS CERTIFIED SUBSTANTIALLY CORRECT SOUTH WINDSOR, CONN. SCALE . 1' •40 [)AT-[: vc �' c �0 o � oSoR All P P R UTVA R�MEN� ,r0 NG � p"P A E SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT *****FOR C OF O ADDRESS l U C:�iC66 c. 'Or LOT/UNTT# Reviewed by f2)l] (Engineering) CONTACT/DEV!�k 1<kI PQ o A S11F>0 Date Reviewed 7/°� pro led PH#_'ez!�-UO fj—1 y cR Cp 3S Reviewed by (Planning) Date Submitted--I oZ a• Date Reviewed Aoproved/Denied Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations;no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan' 2. Finish grading per approved building permit plan 3. Site work;i.e.trees,shrubs, dumpsters,required parldng 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone d. water _ e. otl;er C,11 S. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: s/engineering/molloy/site compliance cheddist WN V' F- tL E � O / MANSI Y(OMMAR 14-7 .n 5 X O N O CA, CA Lu >.12' MIN INGT w m00 0o c a = � LL p -ESD w R'NN 0OC w74 . use Iv- 15 6" THICK LAYER OF RIP RAP ® aA > N o Co Co ho w o a z H OC OC CONSISTING OF SOUND, TOUGH, $ = 3 0 w a DURABLE AND ANGULAR ROCK, s c Z) a Rr z w O C C PLACED OVER GEOTEXTILE. MAXIMUM C O C RIPRAP SIZE TO BE 4 INCHES AND H q p v C-) 0 C NOT MORE THAT 10% LESS THAN 2 s °"P "�`fa, ER � SSEP ��& u' C..) CC.)O0C.Y} INCHES. ° o ° L Nzz HERS HER- WW0 CL FfW00 i CL y ot a LEGEND _ cLU - W J V O 0a� OL Z z fl C fl C C fl NOTES. $ SPNNERS L] = c� EXISTING DESCRIPTION C) C CT) 1. INSPECT CONSTRUCTION EXIT WEEKLY C,`°° O W co BORINGS N C fl O O O C AND AFTER EVERY MAJOR STORM EVENT " f LL Z 2. WASH WATER, IF USED SHALL BE 9 a °""� 2 °ARS © _ �- a a C C C FOR SITE CONDITIONS. _°� _ °C BORING � TEST PIT LOCATION C C C DIRECTED TOWARDS A SEDIMENT SIZED DAR T x PAPER L- N tEAH EA Q Q TP O O O O C U 3. STONE SHALL BE REMOVED/REPLACED ,, ca E ilt ,_ COMMUNICATION - - O O C WHEN EXCESS LEVELS OF MUD ARE Gx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) C C C O C OBSERVED. CONC. MON. X SITE - - - cx- - - cx- APPROX. UNDERGROUND COMMUNICATION LINES CONC. MON X tW(�N�V 0P. SANE CONTROL POINTS (y - PAR RIDGE STREET -�- , BENCHMARK YY CONSTRUCTION ENTRANCE LOCATION PLAN DOMESTIC WATER 8 a - - - wx- - - wx- APPROX. WATER MAIN =�/500 D N.T.S. _ 61 C�or_€ 1 0, - Wsx - - - Wsx - APPROX. WATER SERVICE �$b wv WATER VALVE fir, CONC. MON. X / A FIRE HYDRANT g �a � a4z LIGHTING o� TF.•298.62 POLE MOUNTED LIGHT / m ° NATURAL GAS pd GAS VALVE ' - - - Gx- - - Gx- APPROX. GAS MAIN / / NOTES: � �+ 1. PROPERTY IS IN THE A-30 ZONE. >. - - - csx - - - csx - APPROX. GAS SERVICE LINE / / 2. PARCEL CONTAINS 20,000 SQUARE FEET OR 0.459 ACRES. > POWER CONC. MON. X r r/ / 3. HORIZONTAL DATUM IS BASED ON NAD83. VERTICAL DATUM IS BASED ON N �- / NA VD88. LLO = U Eox ELECTRICAL LINES, OVERHEAD / 4. PROPERTY DOES NOT FALL WITHIN THE LIMITS OF A SPECIAL FLOOD N HAZARD ZONE AS DEPICTED ON "FIRM FLOOD INSURANCE RATE MAP J Q - - - EUx - - - EUx - APPROX. ELECTRICAL LINES, UNDERGROUND O NUMBER 0900JCOJ82F TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD a ca -0 0 -0 COUNTY PANEL 382 OF 675 COMMUNITY NUMBER 090027 EFFECTIVE DATE.• �, UTILITY POLE � a, � Q �, SEPTEMBER 26, 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL a UTILITY POLE WITH LIGHT INSURANCE ADMINISTRA TION L- \D / T 5. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED m ..c UTILITY POLE WITH TRANSFORMER z / O AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD PROPERTY / MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR O / /` / GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER PROPERTY LINE / SOURCES. THESE L OCA TIONS MUST BE CONSIDERED AS APPROXIMA TE IN :.,r• NA TURF ADDI TIONAL L Y, O THER SUCH FEA TURFS MA Y EXIST ON THE SI TE, o > EASEMENT LINE / THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. N m m o THE SIZE, LOCH TION AND EXISTENCE OF ALL SUCH FEA TURFS MUST BE N Y Q IRON PIPE / /�, / / ` a v o FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR QO IRON ROD TO CONSTRUCTION. l �+ \.\ 6. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND El MONUMENT ���I j / „ UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF ROADS l Q i / CONSTRUCTION: 1-800 922 4455 OR WWW.CBYD.COM. GUARD RAIL / �� 0 0 \ t 44 N/F I-- -a- OR o-� SIGN / O� % GJ� PVC ,t00 \ \ �o.\ PAIOE AR L IV & U SITE FEATURESG. ti.I1 �' o o�'�- (VOL. 1028 PG. 250) U •• EDGE OF WATER GO /�g� \ o. a LLI LU -x x - BARBED WIRE FENCE /k6 BIT. DRIVE \ > Z Z ° o- CHAIN LINK FENCE ` \ ?� y+ Q U om = RAIL FENCE i O INIT_ r,� LU -° Fo ° ° °- STOCKADE FENCE / ' / T PAUL M. & �� o, m O j BRENDA L. HEAL Y p WIRE FENCE / % (VOL. 437 PG. 46) moo � ° o In o \ Z STONE WALL o o o \ r c p OR TREE ,`'' PROPOSED 6h �. 297 ° ° ONSTRUCTION G� ' ° _ 0 TREE LINE / / 1' E ENTRANCE \ 0 � ��, , � 9 \ , ui SANITARY SEWER °/ �� O - - - s - - - sx- APPROX. SANITARY SEWER MAIN G �� Og, �J�.r `� N >r x �oo. ° � - - - ssx - - - ssx - APPROX. SANITARY SEWER SERVICE LINE > Os SANITARY SEWER MANHOLE 293.6 oC 0• SEWER CLEAN OUT J STORM SEWER ` ' i 2g ° s x��4.1 l / Y 2 - -- APPROX. STORM DRAIN PIPE / PATIO !(1 29 m ao OQ STORM DRAIN MANHOLE / ° x297.4 �9� OevS - -f�� O / \0292. ® CURB INLET ��o TNCN N o ❑� CATCH BASIN \�Oa�o. \° x296.E ,`�Q� Lli TOPOGRAPHY \ g6 - - - - -95- - - - - CONTOUR �s � 2 x s4. ? `� /ma`s- !' Z ° �' / MAP REFERENCES s 9 x 291.4 1. OPEN SPACE SUBDI VISION A-30 ZONE PL O T PLAN SECTION 1 Z X 61.95 SPOT ELEVATION NSF \ �k1 � °/ I R. .75 0 MA TTHEW & MOUNTAINVIEW ESTA TES SOUTH WINDSOR, CONN SCALE 1"' = 40' DA TE 0 N WETLANDS KARLA S. STREETER \° / ®� y. SILT FENCE `yo'� w (VOL. 2081 PG. 150) o �. 3-14-85 SHEET 3 OF 14 PREPARED BY REINO E. HYYPPA & ASSOCIATES. (� a ® WETLANDS LINE / 5 2. THE CONNECTICUT LIGHT AND POWER COMPANY GAS EASEMENT TOWN: SO. o \ " / / WINDSOR SCALE 1"-40" ON PROPERTY KNOWN AS MOUNTAIN VIEW ST TES/ ° \ ° / .- OU E AE LU a i �_ DA TE 11-29-85 SHEET 2. o� PROPOSED / PROPOSED i o . � J. THE CONNECTICUT LIGHT & POWER COMPANY TITLE CL&P EASEMENT ON - N POOL EQUIP. ° ®FENCE / PROPERTY KNOWN AS MOUNTAINVIEW ESTATES TOWN OF OSUTH WINDSOR iN fib- ( / / STA TE. CT DATE 8-4-85. JO 0 1. SET POSTS & EXCAVATA %6" 2. STAPLE GEOTEXTILE TO POSTS. 9`� sy�o ° ` �9�' �p � a / o TRENCH UPGRADIENT OF POSTS. N `ry x 293 3 al ANGLE POSTS ! 5' UPGRADIENT N o , OST GEOTXTILE I i N/F w `; I I I TOWN OF SOUTH WINDSOR ¢ N 1 95• r12.. (VOL. 600 PG. 502) 1I- 77 J I I IIL, 1 I I_ �=11�=)I x 291.61 `t SURVEY NO TES.-m 3. EXTEND GEOTEXTILE INTO TRENCH. 4. BACKFILL TRENCH AND 1.R. .75 c o COMPACT EXCAVATED SOIL. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF m \ CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE '. a "STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE b aT y Uj STATE OF CONNECT/CUT"" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND N 4,II / SURVEYORS, INC. ON AUGUST 29, 2019. ♦♦�1��' > rn GEOTEXTILE Illlt(1 COMPACTED BACKFILL t11 / t t t i i 1 j f TYPE OF SURVEY/S A PROPERTY & TOPOGRAPHIC SURVEY AND IS INTENDED V b �Ii �'i, TO DE /CT THE LOCATION OF EXISTING CONDITIONS RELATIVE TO PROPERTY N i - - - i - - I 1-I.I_I hL11 ..L.i i_711.I_-I 11= i.l__.,i_L. t -i I( !i I-11.i_=1!I c_orvNF , Q� �H.JA`��Ti LINES. O m -�Il IIW-._I I I�� I I i--�ll-:j I r�:-i�r-=- _�:I�-�-I _w�I` �i I-_--i i i�_7 i i�=ri I-. M •. y .Q '� - THIS IS A RESURVEY BASED ON MAP REFERENCE#1. A O o ' III I i'' I( may' - _ � • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS VERTICAL ACCURACY cl) * _ j� G �A� MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY MEETS CLASS T- cv SILT FENCE - 33 , �� � _ .�. � c STANDARDS. N > A �� , r co N '� F ���� �3 a"•';`� t+ TO MY KNOWLEDGE AND BELIEF, IH S AMP IS SUBSTANTIALL Y CORRECT AS NOTED o N.T.S. �i,`sSIQ I E `�� a' '>n,.:, 3 HERE SHEET rn v sty. 122i V-1 2 Z F� 12327 � �� LAWRENCE R. GEISSLER, ✓R., L.S LIC. N0. 1 was �- U E > � n po � <\ =I 0 .g 12 MIN o x x o � r. � o \ �' cia op 0-.) 1 O at W SILL 0 O, 0� rn SOUTH Rc a I W c. �N �j 0 W _ O O O 0 F• 6" THICK LAYER OF RIP RAP a N o co co a a v —_/ Z y CONSISTING OF SOUND, TOUGH, z a DURABLE AND ANGULAR ROCK, J PLACED OVER GEOTEXTILE. MAXIMUM I 1 q 8 . , ? ; J a O O O O © O RIPRAP SIZE TO BE 4 INCHES AND O d v NOT MORE THAT 1OX LESS THAN 2 �H I ti, I•� Q O O INCHES. j: �� �>/ 1 z Q Q Q c,HER cErcwo D° (n m a O O O � - LEGENDlu W� z O O O NOTES: z ' 'NNERS 0 CO O O O 1. INSPECT CONSTRUCTION EXIT WEEKLY ,, ' dtREpo I - W F' EXISTING DESCRIPTION O O O r O �• BORINGS N O O O D 2. WASH AND AW EVERY MAJOR STORM EVENT c ` p y u"z IF USED SHALL BE =I °^"' _ �� Q Q Q DIRECTED TOWARDS A SEDIMENT SIZED _ _ LEAH «TP T BORING / TEST PIT LOCATION O o O O O O FOR SITE CONDITIONS. O O O 3. STONE SHALL BE REMOVED/REPLACED Q� Lo COMMUNICATION - - Q Q o WHEN EXCESS LEVELS OF MUD ARE ER "ate 3 cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) J O O O O O O OBSERVED. s �• � c �i i SITE r - - - cx- - - cx- APPROX. UNDERGROUND COMMUNICATION LINES CONC. MON X ICONC. N. X CONTROL POINTS STREET BENCHMARK v' YY T CONSTRUCTION ENTRANCE LOCATION PLAN DOMESTIC WATER r e r c - - - W'x- APPROX. WATER MAIN N.T.S. 1 -1r500 - - - wsx - - - 15x- APPROX. WATER SERVICE 4 Si. p d WATER VALVE B RS CONC. MON. X A FIRE HYDRANT / IF-298.62 / Q m LIGHTING j c POLE MOUNTED LIGHT NATURAL GAS N GAS VALVE / - - - Gx- - - Gx- APPROX. GAS MAIN NO TES: 0 - - - Gsx - - - GSx - APPROX. GAS SERVICE LINE 1. PROPERTY IS IN THE A-30 ZONE. > 0 CONC. MON. X / / 2. PARCEL CONTAINS 20,000 SQUARE FEET OR 0.459 ACRES. - POWER ,+ / J. HORIZONTAL DATUM IS BASED ON NAD83. VERTICAL DATUM IS BASED ON 6 O F_ Eox ELECTRICAL LINES, OVERHEAD / / / NAV088. = V LL 4. PROPERTY DOES NOT FALL WITHIN THE LIMITS OF A SPECIAL FLOOD p N - - - EUx - - - EUx - APPROX. ELECTRICAL LINES, UNDERGROUND / / / HAZARD ZONE AS DEPICTED ON: 'FIRM FLOOD INSURANCE RATE MAP � J O NUMBER 0900JC0382F TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD ¢a UTILITY POLE �+ COUNTY PANEL 382 OF 675 COMMUNITY NUMBER 090027 EFFECTIVE DATE.' � CL C QC ,� SEPTEMBER 26, 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL a N `� UTILITY POLE WITH LIGHT / INSURANCE ADMINIS IRA T/ON. '0 3 / T 5. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED m t �D UTILITY POLE WITH TRANSFORMER + QE AND NOTED HEREON HAVE BEEN COMP/LED, IN PART, FROM RECORD 4- PROPERTY / / MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR O GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER N PROPERTY LINE / / SOURCES. THESE L OCA TIONS MUST BE CONSIDERED AS APPROXIMA TE IN EASEMENT LINE 5+ NA TURF. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, / THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. N 'm m / THE SIZE, LOCA TION AND EXISTENCE OF ALL SUCH FEA TURFS MUST BE ' o w 5 3 a _ti Di 0 IRON PIPE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR = w 0 IRON ROD , '� \ � \+ TO CONSTRUCTION. a ^ V m �\�� i' / /\ \ 6. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR UNDERGROUND MONUMENT UTILITY MARK/NG AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF ROADS O/ / \ CONSTRUCTION: 1-800-922-4455 OR WWW.CBYD.COM. GUARD RAIL / / ��\� �+ p \ 2 N/F -� 0 R �� SIGN O� / GJ� P\,� ,\00� \ t�0 \ \ r,s�o� PAJOHN GE AR LIV& Z) SITE FEATURES \ •• EDGE OF WATER j• �{ / GOC\G + 'pp, � (VOL. 1028 PG. 250) V F- �g w —x x x x— BARBED WIRE FENCE I�6� B/T. DRIVE \ p Z Z CHAIN LINK FENCE '+ '' \ 2�, O a RAIL FENCE / / / O INIF �+t\ �� \`� f� W / / PAUL M. & ti STOCKADE FENCE / 5+ / T BRENDA L. HEAL Y -p ED O WIRE FENCE / / (VOL, 437 PG. 46 W N ° STONE WALL / / o000 ° \ O �p z Q OR TREE /5+ 65 �_ ° °TREE LINE / / O�G\ 9�r \b O, F- / / PROPOSED � SANITARY SEWER yt CONSTRUCT/ON ` �0\� °I , - - - Sx- - - Sx- APPROX. SANITARY SEWER MAIN / ENTRANCE ti \�� �2 29a. / �h / �� \ - 2 m - - - Ssx - - - ssx - APPROX. SANITARY SEWER SERVICE LINE /x ° sQ SANITARY SEWER MANHOLE F C"Ry' f 5� o SEWER CLEAN OUT / �s l' P55QIP 96 Z9 9jo 2s3e m STORM SEWER i j 294.1 m -- --- --- APPROX. STORM DRAIN PIPE OO STORM DRAIN MANHOLE x2974 . ­1 ?9•0 m ® CURB INLET `n s�opoo+ �k�o r �gb ?sue ,Q��'' / CATCH BASIN p x295.6 oN TOPOGRAPHY - - - - - k � � k j - 95 CONTOUR 'j 94 g6 19 /° ,�� I MAP REFERENCES' � s. X 61.95 SPOT ELEVATION N/F \a s 0 i `sr j x 291.4 j 1. OPEN SPA CE SUBDI VISION A-30 ZONE PL D T PLAN SECTION 1 z MA TTHEW & / �� ,�0 ?9,o PROPOSED 1 L R. .75 O WETLANDS KARLA S. STREETER \ k' r MOUNTAINVIEW EST TES SOUTH WINDSOR, CONN. SCALE 1" = 40' DA TE _ (VOL. 2081 PG. 150) ° ,� i °/ R� SILT FENCE ry 3-14-85 SHEET 3 OF 14 PREPARED BY REINO E. HYYPPA & ASSOCIA TES. (n J WETLANDS LINE / / �� 2. THE CONNECTICUT LIGHT AND POWER COMPANY GAS EASEMENT TOWN: SO. ° o/ WINDSOR SCALE 1"--40' ON PROPERTY KNOWN AS MOUNTAIN VIEW ES TA TES ROPOSED DATE 11-29-85 SHEET 2. uj Q PROPOSED !o o FENCE J. THE CONNECTICUT LIGHT & POWER COMPANY TITLE CL&P EASEMENT ON d POOL EQUIP. y \�\ PROPERTY KNOWN AS MOUNTAINVIEW ESTATES TOWN OF OSUTH WINDSOR N f+��J �� o/ / STATE.• CT DATE 8-4-85. 1. SET POSTS & EXCAVATE A 6"x6" 2• STAPLE GEOTEXTILE TO POSTS. 0000 +�TRENCH UPGRADIENT OF POSTS. Ff 5F tig , �' f x sy 291.9 x 293.J �k � F + ANGLE POSTS v 5' UPGRADIENT �� OST GEOTEXTILE j / N w ' TOWN OF SOUTH WNDSOR )95 1 " / 00 PG. 502 - I 2 ` / , (VOL.( . O ��- t - �� J I x 291.6 V, SURVEY NOTES• 3. EXTEND GEOTEXTILE INTO TRENCH. 4. BACKFlLL TRENCH AND GR. .75 THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OFca COMPACT EXCAVATED SOIL. N CONNECT/CUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-3006-20 AND THE m 'STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE a '. T STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND p SURVEYORS, INC. ON AUGUST 29, 2019. Q W N GEOTEXTILE COMPACTED BACKFILL / • TYPE OF SURVEY IS A PROPERTY& TOPOGRAPHIC SURVEY AND IS INTENDED TO DEPICT THE L OCA 77ON OF EXISTING CONDITIONS RELATIVE TO PROPERTY 0 o ��- - - coFc�, LINES. O O ���~�t Fs T' = 0 o 1�1 • THIS /S A RESURVEY BASED ON MAP REFERENCE,fLl. > -�11 I I -I i I _ ;o till • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VER77CAL ACCURACY O * * _ MEETS CLASS V-2 STANDARDS TOPOGRAPHICA4,oiCy_/f,,4CY MEETS CLASS T-2 w b STANDARDS. ��; C Oly ¢ N SILT FENCE .�o�, ,.a���`, ,�.o,.. �NF D. �, 0 rn ,/�ss/, i i i \`\\\ HEREON.NOWLEDGE AND BELIEF, THIS MAP IS S� /AL RGf S4 NOTED SHEET N.T.S. t �� w ,may 7 �y ✓, �� No. 16766 �' 16766 BAR LAR L.S. / �''$ RV LIC. NO. .i k LU N V LL EO '- O l l u cc j ' � X00LON G C 12' MIN 1"4. �-O in in H law in Goo Goo c pQ oar H S� o.TM LL U 1 y 1 Oh fn \ 7a SOS WRY _ Ro I1 _ W CL N N - W W O \ / 0 0 0 L 6" THICK LAYER OF RIP RAP l 5A l Z co co 0 CONSISTING OF SOUND, TOUGH. Is 3 W a DURABLE AND ANGULAR ROCK, _ ; z W PLACED OVER GEOTEXTILE. MAXIMUM I I E- a d O O O O O O RIPRAP SIZE TO BE 4 INCHES AND \ „k. o ; -'a O O O O O O INCHES.T MORE THAT 10% LESS THAN 2 Ro �� p p p p p p rE.tWEn-IW09G ryn_ � . ,�Ea \ C= W J WO � zV LEGEND OOOO NOTES: (5000 EXISTING DESCRIPTION O O O 1. INSPECT CONSTRUCTION EXIT WEEKLY RED z~CT W(A BORINGS a O p O p O O 2. WASH AWATER,�R USED JSHALL BE EVENT � DIRECTED TOWARDS A SEDIMENT SIZED y U.z BORING / TEST PIT LOCATION O O O �" "" a a TP O O O FOR SITE CONDITIONS. % Lo p p p 3. STONE SHALL BE REMOVED/REPLACED 'O`"� ; m""` O O WHEN EXCESS LEVELS OF MUD ARE / COMMUNICATION O `=o I "m d cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) J 2c)O O O O O OBSERVED. a 9�� aE i - - - cx- - - cx- APPROX. UNDERGROUND COMMUNICATION LINES CONC. MON. X C.CON MON. X I= I TE �•< CONTROL POINTS STREET {�} BENCHMARK LOCATION PLAN DOMESTIC WATER CONSTRUCTION ENTRANCE o - - - � N.T.S. °F- - - �- APPROX. WATER MAIN _ � �� ��� �` - - - WSx - - - WSx - APPROX. WATER SERVICE w WATER VALVE _ � F CONC. MON. X IRE HYDRANT E � ar SMH LIGHTING TF-298.62 �� c POLE MOUNTED LIGHT NATURAL GAS � y � of GAS VALVE / - - - Gx- - - Gx- APPROX. GAS MAIN / / NOTES• - - - ON - - - Osx - APPROX. GAS SERVICE LINE 1. PROPERTY /S IN THE A-JO ZONE. >. N 0 / / 2. PARCEL CONTAINS 20,000 SQUARE FEET OR 0.459 ACRES a CONC. MON. - POWER X / 3. HORIZONTAL DATUM IS BASED ON NAD83. INERT/CAL DATUM IS BASED ON � � N � I- / NA VD88. LLO 2 U Fox ELECTRICAL LINES, OVERHEAD / � / 4. PROPERTY DOES NOT FALL WITHIN THE LIMITS OF A SPECIAL FLOOD o N - - - Eux - - - eux - APPROX. ELECTRICAL LINES, UNDERGROUND /> / / HAZARD ZONE AS DEPICTED ON: 'FIRM FLOOD INSURANCE RA TE MAP � J -O O NUMBER 0900JCOJ82F TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD a � 0 0 cQ3 UTILITY POLE / /, COUNTY PANEL J82 OF 675 COMMUNITY NUMBER 090027 EFFECTIVE DATE.• z CL O C SEPTEMSER 26, 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL a N `¢� UTILITY POLE WITH LIGHT ! INSURANCE ADMINISTRATION / T 5. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED CO t �� UTILITY POLE WITH TRANSFORMER 5+ O AND NOTED HEREON HAVE BEEN COMP/LED, IN PART, FROM RECORD � PROPERTY / / MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR 0 GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER V) PROPERTY LINE / / SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN 5+EASEMENT LINE t,} NA TURF. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, c / / THE EX/STENCE OF WH/CH ARE UNKNOWN TO DES/GN PROFESSIONALS, /NC. z N m m W THE SIZE, LOCH TION AND EXISTENCE OF ALL SUCH FEA TURFS MUST BE O N Q R Oh P k P G / / ` FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE A UTNORI TIES PR/OR c ri o i c , in ® IRON ROD e+/ \ / TO CONSTRUCTION. MONUMENT �� / / 6. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND 0 O�� / / UTILITY MARK/NG AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF ROADS l CONSTRUCTION: 1-800-922-4455 OR WWW.CBYD.COM. GUARD RAIL / ��\j yT/ �/ O \fs (• \ ' Z N/F �- 0 R SIGN / Q� ! / GJR �� Q \ \ \ �,� JOHN R. /V& SITE FEATURES �� , r'oo �;\ PAIGE A. LEPAGE (O .. . /!�+ f a+ O�G ti� \ oa,�� (VOL. 1028 PG. 250) Z Q U EDGE OF WATER �9� LU W -x x x x- BARBED WIRE FENCE / /5k6'� \ \ BIT. DRIVE Z CHAIN LINK FENCE ,a,i Q� p INIF RAIL FENCE / / Q U �. a\ STOCKADE FENCE / / /,/ T PAUL M. & ti �, s_ m 0� 5+ BRENDA L. HEAL Y m O + + + WIRE FENCE / / 4 37 PG. 6 `moo p / (VOL,, ° W (n cl STONE WALL / i90 o ° \ O z O 3 # OR TREE97 ° TREE LINEPROPOSED / / O�G� SANITARY SEWER y+/ / CONSTRUCTION ` \ e O�So��` �G� / 2 \°/° p - - - Sx- - = Sx- APPROX. SANITARY SEWER MAIN / / ENTR4NCE � O��� N� > '/,f ry�' \° T - - - ssx - - ssx - APPROX. SANITARY SEWER SERVICE LINE / \ ���16 02• 50 '/ J� r N-P ps SANITARY SEWER MANHOLE /5+ > �� s yy PAS 293E OCO. SEWER CLEAN OUT � P 4 ° STORM SEWER 2s4.1 -- - APPROX. STORM DRAIN PIPE / 51 PATIO QOO�' l j 1° STORM DRAIN MANHOLE / x 297.4 i" G /� / �9 O > °292 6� ® CURB INLET sr�p �. g Q / X, ` s o ° 6 / LOLO ❑❑ CATCH BASIN \�Oa�o. \° x296.E GO�O� 0 TOPOGRAPHY �� F ° / - - - o s_ 5 y k 6 tig� �g ° s� MAP REFERENCES- (n \ - -95-- - - - - CONTOUR -0 N11F X61.95 SPOT ELEVATION MA77NEW & \° < °� °/ // x291.4 1.R. .75 1. OPEN SPACE SUBDIVISION A-JO ZONE PLOT PLAN SECTION 1 z / \ 10 2y•o PROPOSED cn WETLANDS KARLA S. S7REETFR / ` y• SILT FENCE �� MOUNTAINVIEW ES TA TES SOUTH WINDSOR, CONN. SCALE 1" = 40' DATE O *' (VOL. 2081 PG. 150) ° / ° �• ( 3-14-85 SHEET 3 OF 14 PREPARED BY REINO E. HYYPPA & ASSOCIATES. (/) J WETLANDS LINE ! / l 2. THE CONNECT/CUT LIGHT AND POWER COMPANY GAS EASEMENT TOWN: SO./ ° X / ° OR / 1 WINDSOR SCALE 1"=40' ON PROPERTY KNOWN AS MOUNTAIN VIEW ESTATES >w DATE 11-29-85 SHEET 2. PROPOSED o / �FENCEROPOSED / ' J. THE CONNECT/CUT LIGHT & POWER COMPANY TITLE CL&P EASEMENT ON POOL EQUIP. / ° PROPERTY KNOWN AS MOUNTAINVIEW ESTA TES TOWN OF OSUTH WINDSOR j�5 / / / STA TE.• CT DATE 8-4-85. 1. SET POSTS & EXCAVATE A 6"x6" 2. STAPLE GEOTEXTILE TO POSTS. 5 � ° o TRENCH UPGRADIENT OF POSTS. x 293.3 + x 291.9 Sy / ANGLE POSTS N� 5' UPGRADIENT OST GEOTEXTILE / TOWN OF SOUTH WINDSOR a 95' r12■ / (VOL. 600 PG. 502) / 0 z x 291.61 SURVEY NO TES.- 3. EXTEND GEOTEX11LE INTO TRENCH. 4. BACKFILL TRENCH AND �R. .75 V 3 THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF a COMPACT EXCAVATED SOIL. N CONNECTTCUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE co rlm 'STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE a STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECT/CUT ASSOCIATION OF LAND '0 SURVEYORS, INC. ON AUGUST 29, 2019. W N GEOTEXTILE COMPACTED BACKFILL / TYPE OF SURVEY IS A PROPERTY & TOPOGRAPHIC SURVEY AND IS INTENDED TO DEPICT THE LOCH TION OF EXISTING CONDITIONS RELATIVE TO PROPERTY 0 �_• � I- - -- t -( � \\���F rN 0� ' LINES O O I��)I I . `��,�`��. �`�,O�C'G�i THIS IS A RESURVEY BASED ON MAP REFERENCE J1. O s', � -I IT = %ate T � Z' _ • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VERTICAL ACCURACY a O MEETS CLASS V-2 STANDARDS TOPOGRAP , �,E��lRACY MEETS CLASS T-2 w 0 * �v STANDARDS F F ! <SILT FENCE r ��OX`S,CE ��� TO MY KNOWLEDGE AND BELIEF, THIS MAP l AN' CO o N.T.S. Si '� \� S NOTED SHEET � I jI����� HEREON. . o y � V�l 16766 a; / BAR -Y D. CLARKE L.-S. '' LIC. NO.