HomeMy WebLinkAbout17 GREEN LN 1.PARCEL ZONED RURAL fES10DOlAL WL
z 7m MA►a DEPENDOfT a TE MAP WERION sa 11113 l 1�
1 UTILITY LOCATIONS AND NVI ELlEYATIONB WEN FROM A REPORT PF049 D!Y W CONTRAL101L
ALL fII]O DEPICTED RN IM PLAN HARE BEEN VERIFIED N TIE FLED As TO LOCATIO,L E3EV VOW NO COl PLE110 s. � N/F
�.�A,�Y,�„FROM PLANS DR�D�R VITA,r MMN�R.aDR.�UT „UPI FOR 1� � J.E. S H E P A R D CO. N
Norma LAME A370CI I LLS r MKIN P"W131110I INC.DATED A&Y 114.2030 AM 10 OCIL 14 10110.RLErM+-IL /• �� ,gZ
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� 'LOT # 2 ,,-��
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THIS SURVEY AND MAP HAS BEEN PREPARED N ACCORDANCE MATH SECTIONS 20-301 THRU 20-300D-20 / \
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES- STANDARDS FOR SURVEYS AND MAPS N THE , — 7 1t.
STATE OF CONNECTICUT* AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS.INC. ^
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2
:TOTHE BEST OF MY KNOMIEDOE_ D BELIEF.THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. \
_ `\
12882 —
ARTEL LIC.No,
TE RECORD AS-BUILT
1.UNLESS 07HOWASE NOTED.ETOSTNG UTUITY REVISIONS j (860) 291-8755 PLAN PREPARED FOR OLICIIIr'�O V I�A%ULSw Y SHEET
LOCATIONS AS SHOMN ARE BASED ON GRAPHIC SCAL IIUWt" L�ANLS�
AVAIIABIE INFORMATION.ALL OASTNG UTA.n1Es 0 EVERGREEN ESTATES LOT 1 LOCA 'I OO`f� ° 1
SHOULD BE FIELD VERGED PRIOR TO CONSTRUCTION.
2 ALL UTIUTES ARE TO BE STAKED IN THE FRSD Sofesslonal% inc.
BY A UCENSED LAND SURVEYOR PRIOR TO 17 GREEN ]LANE OF
CONSTRUCTION. DaAwv er AaB MQ• 1273
3.THIS PLAN is NVAUD UNLESS IT BEARS THE civil engineers planners surveyors
IMPRESSION SEAL AND ORIGINAL 9QIATURE 1 inch = 40 feet
OF THE PROFESSIONAL ENGNEER/SURVEYOR. NO DATE DESCRIPTION 9Y 165 south satellite road, south windsor. Connecticut 060741 SOUTH WINDSOR. CONNECT=T pwaaw,er RPY OAW AUf. 7 2002
i t Ci U i is l.'v'C
South I'Vindsor
BUILDING DEPARTPa9EPVT
1
•+��filll J (1.( (��� '.1., .ICU
f
Iylea of the proposed bu Uding or alteratlm.s to be
rested at 'je��'l1' Street
together with *mendments stated in *ppileAMn no
Wed with plan end 1 agree to comply with all zoning,
3utlding end state laws and ouch orders as shall be
ssued by the euilding Department during pendency
.f this apptitation and final issuance of a building
,Qrmk
sign*1
:his plan le approved *uMeet to the eondttion that
orders and ordlnancer regulating building *hell tv
wmplted with.
:onditlonally Approved Thme tilled with
Building Inspector Clen
Date
RECEIyFr)
AUG 0 g 2002
SOUTH WINDSOR
ENGINEERING DEPT.
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4. hI, 'A`�:.' �� � ' - . ` y�� 4.� }� '� MONl.1MEN T TO SE T , . '
JL E . SH EP ARD C04 r T �� �� �Q I
1, THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED i. SET POSTS AND 2. STAPLE THE HARE : s I r
ANGLE POSTS ., ! . t , _ _ _ _. ? � k 4
EXCAVATE A 6"xB" MESH FENCING TO
WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES 5' UPSLOPE UPSLOPE FROM POSTS RARE ,"" N
THE END OF THE POST \ 3/rr.. • r -/, *p }fit(
,,,2p'' Sao EXISTING CONTOUR FOR STABILITY POST FENCING i,. a P ,:,., 4, -...5� (/'1� [} [ n [�� (�t (� '1'.- ''�. y/ ..,,
wln'•r nrnulr crrnlel� Turr.i TLJC I IlT uIICT OC CTA�II 17Cn 1A/I TLJ ---- _-._. \^ _ - .:•.:,: :. -.• :. ti#S•: �_�,+r,,;E.,t,A - ',..- ?I,' ram. ••I.e _.�,�I,:.'---� ( I - PROP OS1 . r) CON TE_ UR *','. •...
INU I rLr%PA I JCC.L)iIVV, IFILIV IFI EE LV I MUST i UL ,,i,.BILILLV rn Ill ANU STLI- - ` . - ""__ `^ . ` �- ' '
CLEANING \ -'' :l Ya, "4�, ,L ,s ' ti,y t zr +. �._- -...-.
STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND c`e - � � 1 (�
12' MIN. t a } ex7y ax) ,i )3 �; fiy x ?C)�.'3 PRC�PQSEC� SPOT C�RAC� �
SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT L �O '
` DA' `! 1. '_6 // \ r j- " ,Z a A I" ?' ' *, 1� - SILT F E N C E.- �`a> 'a.'si�. �', �•` `'R�',rt
CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND - - =iIT= - -[IiII - ` O
r
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I - = - I- � , '. •:_; 5 ,h. .,,r ,L ,' y�., ;' a y `fit
SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE -I 7[ ��i=r -III T( �T j ' r "'
T
m ,ra „ m 1° r i Z v
'�� -III -1I - 1 r \ \ ' ` \ \ I 'sk" •r- 4 �, ? 'Z.9{ ro V - e'. Y It N r, k IF`rk,.,«,'.y�•�' M•4 r t .,r- .�, .s,�,'+,.,�q t `�,
FOR ALL STABILIZATION REQUIREMENTS. -T `"\ i
R . P CAn' H r r f r
�/j� /`� � /GJ'. i > iW. t r .a xJ. Y hi t 9 'i
r` `\ r /J`.D O/„a /1 / s �, :7 Ait r�q'y.s`sr4t }�� : 3z' 1�� ��`+sf 'l q w, '!E �" �� rc �Y ' uc y .'y5 1 �'
7 sOfr
2, ROOF LEADERS TO BE DISCHARGED ON SPLASH PADS. G ��� `+� '; \ 1 *�' i" `�' '�
3. ATTACH FILTER FABRIC TO 4. BACKFILL THE Q \ `\ �R \` 4 T ,y :e F} :' I . i v ,'.K �> %,-`IrW- ') ;<}„• .+' 72 .° ?:J�s '. r d , l t qL Y
THE HARE FENCING AND EXTEND TRENCH AND COMPACT / TIP 1 8 \ 0 \\ r,n y s 4^ ' p � i(n+ v /,_ k l ;i s, Yry.�; {;_ s n' i ;' �.
FABRIC�,- IT TO THE TRENCH THE EXCAVATED SOIL. ` \_ { ,a^. ,� �I \ 11!,�� F
136 / \ - r J - _11 „+t»i�' #.'. `y s„4 �' _ ..ta:r,' ' 1 .:.2 s ,r,'�.',a f�.X - " '! fir'�i f+ a''�r�: �> .
3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE �y
1I �- '�I �► '�-Irl"I.,�-<.t f4- a k 3 �•� 1 h Y ,fi ..;v '3.1 s ,fi" , -,�•' � � �i.,'.,. u' yw'b.r� I '',, �'T �h,':!, '" '4'
WITH THE: APPROVED "EVERGREEN ESTATES" SUBDIVISION PLANS. COMPACTED- , k ?' � -, , ; ;I ,N t" -•
BACKFILL \\ 1 ''\ � _ `��` , _' a' a 3?f 7 F$ c $
IA:, 4,� rl t 4i
4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH II=! ',IC�PF ll-II 11=III-II -11�11 I \ *` ' \ �` ' * "'
DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION I I -III= 711=111„T , .; '.
I IM11
IITI I f I i 1Ti- I "' ' '" i,
_T_. � v V / ' !� } ,t�
AS SPECIFIED IN 'THE STATE OF CONNECTICUT BASIC BUILDING CODE. r !, 'p. \ /
� ' CONSTRUCTION OF SYNTHETIC FILTER BARRIER /I\ �i l ��3� \ '� /
,:' 5. PARCEL ZONED RESIDENTIAL RR.
- / ' ,` 11 M` t I ,DQ' R.
�,/ v�� i Ill'
6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE ' ' ,11n r,; , /`. �/ �� �-
ASTM A-8$8, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE / / ` '� ') \
�. p, }�
W". CONNECTICUT PUBLIC HEAL-TH CODE, LAID AT A MINIMUM SLOPE OF 1 j 4" PER LINEAR FOOT. / ;I, � � f,ty� / ,F%�.
1.
\L p 4�` }
7. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED INSTALL (2) TRENCHES OF �/�,�) ' �'� "'!_{ ''r c<k ,.k> '� \ \
c� TO SHED SURrACE RUNOFF AWAY FROM SYSTEM. DOUBLE INFILTRATER LEACHING `r �0*
, h ar , W+ T �Nri1'34 v) /` ``' `� /
2;f -- -- S @ 56.25' PER TRENCH �� �� �jf > ,u „ °r= / �A 3 . \ ,
8. I? IS RECOMMENED THAT THE HEALTH DEPARTMENT BE CONTACTED -MANHOLE EXTENDED TO GRADE-- CH `,i 6� I' r ' ^*✓ x_'• ,`
GALLERIES I'll I CONNECT ENDS /
,.; (REQUIRED IF F>LL OVER TANK EXCEEDS 12') INVERT- 135.00' °� C�,• \'` f 1z , 1 Im ,i♦y
BEFORE ANY SiTEWORK IS PERFORMED. MANHOLES - � Q , , PVC _ ^ x) L b4' 0 ,/
9. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. v �/ b
a '� �" � jk`� /\}' b
_ 7 ♦ I A xe +�m
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10. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER I = ' ld `
INLET-+
O Y, m OUTLET (1MTH FLIER) / t, ' /
1. SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE /
TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH / ' 6�` T°OU� ` ��
* ' ry -OUTLET BAFFLE �17,� li 1 . ; a4 Gr, 5 3 o s f t . '
COQE OF THE STATE OF CONNECTICUT_
INLET BAFFLE o ' I Lo ,� D "� - ,#A 7 f,s{�t,#k:> %3
PROPOSED GALLERIES
�, 11. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WiTH THE STATE OF CONNECTICUT DEPARTMENT CONNECTION AT MID DEPTH ,' S 3�' DE " �'' 3x\ . , f,a,,-a /� 0 7 a G , TOP 140.10
y °' OF HEALTH CODE. I I -
GAS DEFLECTOR , ,4, - r Q BOTTOM 138.77
j ` ,r '�f-.r` ! ' (^v / ,INV 139.60
a 1... 2/3 REQUIRED CAPACITY IN CAPACITY IN SECOND ,/ / , _ '
. . 12. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS FI COMPARTMENT I COMPARTMENT # � � pRop I S�0' ' - S' 1. (GALLERIES 3 ROWS, 5 UNITS PER ROW `�: . "
ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. rn O Y I (� LLI I/ ti �D , ,� / / LENGTH 31.25' TOTAL) - ` t .." 91
g-
,, , ��y/• I/Q / �d � ,CU :� (INSTALL PIPING TO CONNECT UNITS �,
._ ,, 13. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS W W / ' J C/S / lO L �''d`'• T, s
PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY" THE HEALTH DEPARTMENT AND THE LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH \ / ' --I ' pF' 3 ' = S�7 - 6" .VlK' /� �:g,�. AT EACH END, LEVEL [U'l. SLOPES
7
kf I / o11
` DESIGN ENGINEER IMMEDIATELY. \ J
- - -- - s 4
oof. / �:f ors a. r
Q S 3p / w �,d' t1�0 .
j If
r 7 s sr 2 ` 5 1 '' �`
'� r 1. 14. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY' SILT FENCE TWO COMPARTMENT SEPTIC TANK / by
/ 1250 GALL N ° lr� S`` 4` Y 7"'� ' '
Y
_SEPTIC ,TAN 83, �,, / '� r �
, ' ' AS, SOON AS POSSIBLE. NOT 7D SCALE / j I kf 1 \, �V�y (� , A y' `_ $ .
:4 6., j C''1 N ` r /I / "U \/ t`"•?��-'b k�" �r`i/ %'�r a••t V_ry 3i' :�; 1p
` 15. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE \ Q TP 17 (O c0 \ R: , (ti (� _� 4� F ; I� ,
T 1
} ..
,10 RUNOFF AWAY FROM THE SEPTIC SYSTEM. - - - _ _
�, , 4� p j �fi � , .,
P P X ` / O Op ,' ,.,ir���" r#r `�` r �8 �„ t' z'4^+
_.� ,�_.. '•� \ X INV i3g '�-r ,/ .L. O / . Fr ;;*'` ;..'° b,f..;-; - ,«�.. ' ,.• {i*, - n
16. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO \ '`' �// ��� "' �'
THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEALTH >\ \ \ \ I � `'I /� P�.83, OR/ /PROPOSED GALLERIES
I, Di PARTMENT \ _\� INV.=13 .75 / ` /r / T� 1 M 13
\� a 33 r`'4" Cl----C;i , � ; /, ' - BOTTOM 138.67
, "' 17. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM \ yy
4' \ ^` INV 139 50
1,
ry'ti OF 18" TO MOTTLING AND 48" TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION DR �� � �, ® y 2 1 1 � 86'` - _ _ - '/ (GALLERIES 3 ROWS, 5 UNITS PER ROW
\ 5 LF 4 INV. N '
LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. `
4`L \** \ r" \ \ �f / LENGTH 31.25' TOTAL) r t
4 \� 060X \ , \� (INSTALL PIPING TO CONNECT UNITS a _�r�
___./ / �7
V". 18, THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. O,OaI� INV.=135.17 Z
C. �, ', r S-/ sh AT EACH END, LEVEL 0� SLOPE % ° `
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, FILTER FABRIC ) ,, > - \ � `> > > ` \ -,:r ,.. O�C
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DRYWELL (6' DIA x 4' DEEP CONCRETE). F :¢x 4 y� .11A
/i
.';. INSTALL PER MANUFACTURERS INSTRUCTIONS LOT ? %� qs ME �cp ,.,: , �� , ' 2.� _ i, -
,{ 4S t k N
� "4#s,. `�;a-+t t,' o ;N �,S;ay �ilYm '"r itbJ
--- #` ^'� ` „_ ,.�h '�` '`4,`r :� x ,✓r +e#, k� a`a i4 * * 4r1
4 .• . LENGTH OF EACH UNIT = 75' <6.25'> -_ \ 1- � � Y, 1. ;q '. p
F SOILS TESTING 6-14-00 P R AT N T T P: ` �jl,,� ,'' s''` ; d+r.Y A, r ,� +Y'� `"�: 44
I . INFILTRATOR LEACHING TRENCH E coL Io Es #2
r f s' ll
BY S.HOPKINS 3 TOWN SANITARIAN \ ,f Y, s
;t. (DRYWELL ALT.) t ''_, ;Rs l � I , 11
A2, A k S d4
TIME READING - m Iw ��' A " ` �' `^ , ' . ��
A T.P. 17 4: 16 17.5' - pE rI ".� „ �c r".�a }s "� � r"4, �. j f'jTr ryy "t l' ,a i� a�i '` 5r
# 4: 18 23.25 f R ,,�. "��t{y" �" �' # 'i;, a�z r �, Y. ;' r # �.s1:
''' - �.y��--�- ` -'� �r .3 j 'IF x`k4 ,�3i � tr "+ ` � ,4'1 'aY 'swrr ' pdb
TF=134. 6 � .� �. ."I I
.,, .- a r S - '1 Pam 1.,r -.ry-, �' !-
t " \ a«..t r ~s."`r '"` < >�'1 a *Id'[,. rl # 'TiJ
0 9" SUBSOIL 4: 20 26" l s '` ,
9 33" MEDIUM FINE SAND 4: 22 28 (DRY) iNV-130.76-15" ' X.�� ,. '.;L M tr }"J�� �" 4 `� ,I
<�;I...`.:. ; ` 33 - 77" MEDUIM SAND ° L1r= \ + _ ; , ;
PERCOLATION RATE = 1-10 MlN./INCH INV-131.5+--6 - I1 � ' �; �'k �' = i ? %NO LEDGE, NO WATER, NO MOTTLING - r
MAP REFERENCE: - ` s �, pF ' ,��°� `' ; , '; ��`4xr .
ROOTS TO 18" _ , , ,1 I ,. r" ,, t � `
}
- ,; ll
BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS
S �S'�' .?; ,.. - � ory
'e.- ; ,. SEPTIC SYSTEM DES.Civ ;.4 �� = ,�> .r ,." _" •,„" ` •�® , � ...r�� �. :; `
ENTITLED EVERGREEN ESTATES", SOUTH WINDSOR, CONNECTICUT.
_ rr rm ', .' 2w �. �,. } y; , 9 y', F°n.ff tE t . i`,' �(> ��� , bt: • / t
r .� T.P.#18 - - - 6 N2 STONE N FILTER FAk. :
PR PARED FOR HORSESHOE LANE ASSOCIATES, LLC, BY DESIGN PROF ESSIO J LS, � r M r r
E 3 NO. BEDROOMS = 4 E 0 BRIO N : , ,� , , {. 41 + {�C Pi^�Yt\ 10� By� �' rf
INC. DATED JULY 14, 2000 REV. TO OCT. 18, 2000 , SHEETS 4-12. �+
Q ^R e ''
0 - 3" LITTER NO. LARGE CAPACITY TUB/JACUZZI = 0 l t , - t _� -•yX
> •�m 10 .n/ ,�r ' a�
3 - 15" SILTY SUBSOIL 100 - 200 GAL. = 0 >200 GAL. = 0 s ..`i , , , ., ;, " , _ I k
r >4 r a 4 ti-Z 1 1 ,s ` T IF 5F:4�f m-or }�,yy �'�;t `tn`�� 'J(. r. ,� "'.Z`
REQUIRED TANK CAPACITY = 1250 GAL _ r r + ., s� - �* e� ` 11-1
'r .. K f' , , �,•, ,y ,ate /� ,1•p / ..
! S 1 + S>}, ty,"� } F -'o ,' Id:^L R7 1 �:'Y ''' i pY 1 td ,t' -V• Y/ ♦�•1Vi r
15 30" BROWN MEDIUM SAND Q r �� :s_ W' �g} 'k1: " a ?. � `.; 's9- 0°<v
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 _ PERC RATE = 1 -10 MIN INCH p
30 48" FINE SILTY SAND / ""r. � . z <` t;: .r r t_' ., z.$ ds:::,a '"� , .o .� ENS:®'0�a��`°'`
F THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE = i Q! r
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f 0 E E 48 - 76 MEDIUM FINE SAND REQUIRED LEACHING AREA 660 SF , ,� '`' $`'r, � � - 4a
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'�= STATE OF CONNECTICUT AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. - _
S USE SYSTEM WITH EFF. AREA - 6.2 SF LF 1 I ' FILTER FABRIC r, 1 �►�,;, T,t / aN�s' >ONA1- �'
,�' A Y ASS A-2.
NO LEDGE, NO WATER, NO MOTTLING / ", < n :y �`:x max_. ,s F�;IIA?c' rp. '�...n„p......pa� s .
THIS SURVEY CONFORMS TO HORIZONTAL ACCUR C CL fir'ar ° `-- �, 1 ;;:�t � /"
ROOTS TO 44" TOTAL TRENCH LENG tH REQUIRED = 106.5 LF 6' COVER LOAM -a:; ,,. k ,o;.r I. `" •:.• t , ,�, '"a ` :a#' �, t
`°' T PROVIDE: 2 TRENCHES @ 56.25 LF EACH x "
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. / D BOX ELEVATIONS fr ' ' �rl ��
_ TOTAL LEACHING AREA PROVIDED = 697.5 SF � � � ��d� ` _ �°� �,�.- �- A. 41 ��'r'r��'c�"` �',
�'°-` � APPLICANT: .� �, ,
4 : DIsT. INVERT wvERT 16�I ei �# n a A=� DAN RC)UUER ASSOCIATES, INC m ;
Wow 1 T T.P-#19 BOX IN OUT C vi'4',y,-14 *'a ,
12882 M.L.S.S. � '� * ,.3� r ;q: PO BOX 82 3 '
�_ .,,>;�--- - - - SUBSOIL 1 135.00 ?t *.� 4;
r:. 4•. - l4t. 0 6 FINE SANDY 13517 . , I I . SOMERS, CT 06071 s
�,,:_ I HAR P. MARTE :, - LIC. No. _ „ N A TON RESTRICTIVE LAYER WITHIN 60 . x ;: r 6
RC D L r 6 48 FINE SAND / DUE 0 ll� .a ," ;r .�
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. . . � ' Y.„ a. - h r'. k.14 - s ° r HIGH CAPACITY INFILTRATOR®CHAMBERS - 6.2 FT/LF �F'. TELE: 860- 763-3538
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48 75 COARSE SAND -
, _ as:. .;r-. WATER, NO MOTTLING rl`, f #'I. INSTALL PER MANUFACTURERS INSTRLICTIENS
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1 . 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY .t' REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 ',> 4'-,�; � �p� 860 29 8 55 DE E EN ESU VE RE ARED OR- SHEET
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P;a - LOCATIONS AS SHOWN, ARE BASED ON AVAiLABL6v. r.rr OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE iR r ®nn ���
a . _ `_*," i STATE OF CONNECTICUT" A5 ENDORSED BY THE CONNECTiCUT ASSOCIATION OF LAND SURVEYORS, INC THIS GRAPHIC SCALE S vv ll u U�111R1! PL
Yr INFORMATION. ALL EXISTING UTILITIES SHOULD ; �I ��' r'� EVERGRL'EN ESTATES TES' LOT 2
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. i , • SURVEY CONFORMS 7ti NCRICONTAL ACCURACY CLASS A-?_. Y0 O 10 20 40 a
} 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDG AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT A5 NOTED HEREON. I I ' V i
rofessionals, In� DESIGN. GBS DRAWN.• SGS CHECKED: GBS
,. BY A LICENSED LAND SURVEYOR PRIOR TO ,Lz
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( IN FEET ) � R`? GREEN 1L AN E
' CONSTRUCTtON. 1./' ;''T' > +s'Ai!st E "�,- '* , J
12882 1 inch - 20 !t. �,,,��, /pg No...: 1273 DA>F 11 12 01
Y x 3. THIS PLAN fS INVALID UNLESS tT BEARS THE - __ _ - :A'`^` � = Civil Engineers • Planners • Surveyors • CIS O/ . TI�7TTTT��ii �T �.�m �v
' ,T fit''. IMPRESSION SEAL AND ORIGINAL SIGNATURE SOU'L�`IHL WIINDSOR CONK iCuRICUT
�` * RICHARD ! RTEL LIC. No.
t 65 s�utn scten to roc)o so�tn w ndsor connect,cLlt 06074 DRAWING NO.: 1273 1273LOTZPPA.DWG
�,;: OF THE PROFESSIONAL ENGINEERJS1JRVEYOR. NO. DATE DESC,RIFTlON BY
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