HomeMy WebLinkAbout06-02W_RIVER WALK_SULLIVAN AVENUESEE CAST IRON
ADJUST TO GRADE VITH COURSES DETAIL
DIETALE
OF CONC. BRICK OR CDIC. GRADING RINGS �FRA+E L COVER
(SEE NOTE 1>
VARIES 6• TO IV
'7
LEGEND fy-
o
4• 3 4' C�31 Tpap�(�� - PR?. JSED SANITARY SEWER
TYP, (SEE STANDARD DETAN / S� SSG X ;�• PROPERTY LINE
'�"°`£ STEP VFPOST
PIN � y O� � � s
19 ,a STOPPER
4 SEEDING SCHEDULE �� /�b �`��+� o ,y ` ,. ,
UMENT / S` 'sue' oSEE JOINT DETAIL , } ,,:_ALL DISTURBED AREAS NOT PAVED OR LANDSCA ED SHALL BE LOAMED WITH A 6' MINIMUM OF m 6 GAS a e "(BELOW) %..3 ' !`%A"'6" Y BRANCH
1'R',3', OR 4'RISER 4• TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE NUMENT t/I ' \2��'ySECTMN AS REOVERED BITLINASTIC RATE OF 300 POUNDS PER ACRE OR 7.5 POUND PER 1,000 SQUARE FEET USING 10-10-10 s , G9 y 6--30• BEND
rDc DETAILS, SEE , ° D"IQ °R00r'"G OR EQUIVALENT. IN ADDITION, 300 POUNDS OF -0-0 PER ACRE OR EQUIVALENT OF SLOW�} •Q r tELASTOERIC COUPLING 4•-0• NIN. �' 4'-D' MIN, Q. toAND FLEXILE TJOINT '•� TO JOINTRELEASE NITROGEN MAY BE USED FOR TOPDRESSI G. PLY GROUND LIMESTONE (EQUIVALENTE TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE AT THE RATE OF 3 TONS PER ACRE OR 135 EDGE OF PAVEMENT
POUNDS PER 1000 SQ.FT. NSERVATION EASEMENT / �,� $ o y� _ _ _ - �s - ; ;
/4 PIPE I.D. s+ IS I
CLASS •A• CONCRETE OR BRICK HASONRY 6' �< *:' .` • I l
4, TEMPORARY VEGETATIVE COVER "� "' '�' LT FENCE/LIMITS OF CONSTRUCTION , ' , , ,s.�L J2, , �� - -� ( s" Y BRANCH
SELF-CLENNING INVERTit -� •:!: tf STOPPER
CLASS •a CONCRETE . , •: .:.. ,.. ; ,` :.' N LQi r >: Fc .� �CuG� I r< ': ':: 6"-30' BEND
B' SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUS 1 TO OCTOBER 1 NCd '� \ y y y ry I i
I- ` °' '~' "'' ' '' -� O o
ANNUAL RYEGRASS 100% `�. p > ?' OR R'f CRUSHED STONE
6' MIN. APPLY ONE POUF;D PER 1,000 SQ. FT. OR 40 POUN S PER ACRE WITH ANCHORED HA H 2 x , �S` om� fib" °O I (WHERE REQUIRED)
r 3A4 BRDaN TRAPROCK AT 2 TONS PER ACRE. ' ° egg I
1j• JOINTING MATERIAL IN
! q q ��CONNECTION TO BE SAME
IP
ELEVATION �9 35 y ; { CARRIED FROMSSEWEROTOE
/ �1, SURFACE OF GROUND AS MAIN SEWERS
NOTES,
, �i� ' ' S�' J,• L R
2 DEGREESI1AX. 9
COLD APPLIED O� �y •..79 i /
BITLININOus 1, TOP STEP TO BE A MAXIMUM OF 12' O �c�� Y •0 ¢+� - -
ROU,m RUBM SEALER BELOW TOP OF MANHOLE FRAME & ' , + `. 3iC _ G 'r.;v , i9oa 1d, 6" Y BRANCH NOTES:
Gil JOINT COVER ELEVATION: / / Irk t3` 39 / I Gy 1. ALL HOUSE CONNECTIONS TO BE
2. IF TOTAL DEPTH IS TEN FEET OR GREATER, C O• O
/ ++ � i c ,• LAID TO GRADE OF 1/4" PER FT.
CERTIFICATION OF HS-20 LOAD BEARING / �/ � ' � Pp O _ MIN. AND CARRIED TO THE EDGE
SPIGOT i BELL REIIF. O +Yr 'i• '
ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED TO THE 3P �y Q ,,�0 q •o �; o
TOWN ENGINEER FOR APPROVAL PRIOR ��' use 1 ,' �� , 1 c�NTa sF, TYPICAL SANITARY SEWER AS SrECIFlED BY THE ENGINEER.
GASKET JOINT 3• SEE MISCELLANEOUS MANHOLE DETAILS mq��//�/ pS�oi� r' `� aS =l40 �4V ' s+s' `` / T'O
TO INSTALLATION.HOUSE CONNECTIONS
2. `Y SPACING AS DIRECTED.
SHEET, .'\l�1' yQoi'rC` $•ip >� �� / • Q i ' �/ ti '' �� NOT TO SCALE OF PAVE`•:_NT OR PROPERTY LINE
61
Ir x0 ,y',a / '0ur ��s�.':'- ♦ Doti ' Yjs 'm �q✓� g' `'�� �� /
S� � .j, Ol"�i'/ r O � •d, � � O ^� *i'F •�, � 'CQ $ 'O � JG '
PRECAST REINFORCED _-� r�31'zr14 E A„ \ ? ilv -;�,r� $t 0 e
CONCRETE MANHOLE ••• �• 23+00'_ •"` "" .., �:� ... �dy �n NS �'� a Gi�9 Ana �S (p�wppos
F � '�' •••" i•f•i •AN., w � � .� � � � � �•� •� ' ,.y.... •.•. / , / � � p�� CPS � .� � ice'• .] Gyp
NOTES: NOT TO SCALE
�..
.L•r 9s Jjy � �. � .....�.� PVC O - 0-.6-4%••. -• 1 .� �. , ... riq • s LAWN STREETS
/
CROSS-COUNTRY PAVED AREAS
1. THE PURPOSE OF THIS MAP IS TO DEPICT PROPOSED IMPROVEMENTS WITH RESPECT TO `d� �/ �'
THE CONSTRUCTION OF A SANITARY SEWER MAIN THROUGH A PROPOSED PRIVATE o� / 1 S31'2714"w .�--'' , �,� t a G� TOPSOIL do SDD OR SEED
SEWER EASEMENT.
2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. a , ' s� , soGy� ` -- ss --
ORGANI
vo `bo g+ ` � �' APPROVED GRANULAR NON-
3. PROPERTY IS ZONED RR AND A-20. '0 /� �< v ooy ti`ncy o \ �t oo / m �Q s < . PLACED CAND COMPACTED MATERIAL BACKFILL N
� r , - G+ GJ` � rq s
o
i A GT < Yp' yid S A. .
' ` �� ONE FOOT (1) (MAX.) LIFTS
4. INLAND WETLANDS DELINEATED IN THE FIELD BY JOHN IANNI, REGISTERED SOIL ��p O ti �4�
SCIENTIST AND FIELD SURVEYED MARCH 2O03 BY DESIGN PROFESSIONALS, INC. ASS ��6•' ' ` '� o�$`�� ' m-'
X a� �29, '' � ' �:• v \ r ��S � Gy ">s �� � �
'TOO
` ' riff
GENERAL NOTES: \ <��� �4 q ',A ' ,s, $ WARNING TAPE PER CONN,
s. GENERAL STATUTE SECTION
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS \ pG �g �zy T ti� �� < <�� �' �y�°- �� • ��Z $ ` - Iva F �< r 1s-345, As ATTENDED, PLACED
AND SPECIFICATIONS. r �L '� i Z m 12` (MIN.) TO 24' (Max) ABOVE
\ <j G� <6 - m � -q - - - - °c� tf 1 mil' r �o y o�p r I tJ - - 6 , `0> '% TOP OF PIPE.
2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. \ F� �' y Gic"�/'o�� a' -/- 9oq z ��G� Y� , / 9�%$yo�Gp• ' Rt �s N Y12o
3. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR \ 1�• .� o y y ' ��y o D o - �c• a SAND BLANKET
AND/OR AGENT AND THE DESIGN ENGINEER. \ j /��y -��o °c �o�`'`� �' �p ' / y�j ,� pip O v 47,65 a �`9�' �. 12' MIN.�
VON ' < .yG ' sas::':_;+.rl?<< � ::=.os .'>f: "^" ^yam'-,,;�:''�
4. ALL PROPOSED UTIU71ES ARE TO BE UNDERGROUND. co F �� ,� w 5 PIPE, AS SPECIFIED
UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROAD, AY AND STORM DRAINAGE \/ ti r, y'py _ ° �9 1/2 .D. PIPE
r
CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH `oj°jG " m �y "'�` '
1 ro U y� F 09 ' ' ' ' >r s 04 ` 5
THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND o w� o��-, , 9 2 m 0 3/4' BROKEN TRAPROCK
"y�(� _ 1/2 .D. PIPE %:,:: ;.; •' FILTER FABRIC
THE STATE OF CONNECTICUT STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL /"� 9�% ��, y 4 1j► �� - <�
CONSTRUCTION, FORM 814" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION tf+j��1y� J,' s 'A� O ' rr �`%, / ' tt "�s'�MIN. y : �:5 •••, (SEE NOTES 2dc3)
DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE p o
:1.: �:: �:'`...: .; .� l.. mot.,•....
OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. �' �j, �f < �� C I So p PIPE
{ gy GayO • J, • , t \ rr
5. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL.y s � 1Y SAND MIN.
"CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT 0���3 �,� , ' q!''o 2 L; +n c Tv $�? r9 s
IN TERMS OF LEACHING AND POSES NO THREAT PRESENT OR FUTURE OF POLLUTION 1 6'•�' �' �p r� < < cn s '� a (( SECTION
QO `� "� L" (� :�!' , , / • /C� 9 .� ' mac;. N Ajap 7y� '< STONE •:•'...
TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, `--� a•' ,�, �O� , /�� Z, �a� ' 9 , $ NOTE
BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOU11ON OR CONTRUCTION WASTE MATERIALS r v y a_ -r - - _
�` <i �Q'L '?` i' �' ' 1. SEE STANDARD OETAII FOR CLAY STOPS WHERE , '
OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING , oar '�' '�� p�C �' '; q `✓' s' MIN.
4� �, sso ' \ NECESSARY PG. VI-46
MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, t ��. � �'pp�p 2 FITTER FABRIC SHALL BE NONWOVEN
�Ff �� q n ing Holes 24.50" Dia. 0,75' �i . ' ' / o CLASS 2, WITH PERMITTIVITY OF
TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING 2G aid, y ,� yo=1L1=IlL= / ��� / `�o 0.5 TO 0.1 SEC AND Aos OF 1
Hondlin Holes I "
FROM LAND; NONPUTRESIBLE SOLID WA�"`:'tS, COMBUSTIBLE OR NON-COMBUSTIBLE; AND �� s� +" - - I- 1.50" 2.125" 1.50" / q�? 0:43 nn TO 0:22nro AND SHALL PIPE - IN GROUND WATER
os•�ti ��1 - - - - -� I , w•j`�•'X� , `qa+ l' �''m / s 3 MEET AASHTD M286-96
BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBI_E SOLIDS, SEMI -SOLIDS OR LIQUIDS. �s xo , �` a I -I SEWER - o - . `s s �, `' �i-'��` �O w , 3. FILTER FABRIC IS 70 BE WRAPPED NOT M SCALE
o �9 - 8" 21 75" DIG. , $ o r p1 3 �, �+ pE t
ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED m� - t,50" / >t a 'N. o .� s� "` ( ALL THE WAY AROUND THE OUTSIDE
FROM SITE, NOT BURIED. O �,-''I - I- I � 0 75" ' ash ! ,� �� Gy y OF THE STONE BEDDING AND THE PIPE.
-L-T-- 0.75" . o0 a o
6. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. -T J r q 1�*1 �v ° °y s
-1�. s � / � •� TYPICAL SANITARY SEINER
THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. 6" 36" Dia. r r QT ' ' •p _ _ - ` •R�� SECTION
BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. ^6� ' ~ u:
I The lower surface of the cover and the corresponding upper 48" DIG. Do
7. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED surface of the frame shall be machine finished to provide a �"{ O7
co
TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON smooth flat contact of fit, without any tendency for the cover SECTION B-B
to rock or rattle. -A`
SULLIVAN
AN AVENUE WHERE NECESSARY TO PREVENT DUST BUILD UP. a 31-3 4- DETAIL - CAST IRON FRAME SAND BLANKET
Construction Sequence A r�t�°� 1-3/'
River Walk , �, o� 0�0 8
Sullivan Avenue, South Windsor oD 8.
1. Coordinate all work with Town of South Windsor staff. Have proposed sewer extension V oao°o
staked out in field. Contact town for inspection. Construction may begin upon town staff anty,a
authorization that weather conditions are appropriate. a 23.875' DIG. 43-
2. Install tree protection for trees to be saved. r 1.25" 1.25CM4R DRILL a CP.MTaw" 1/2- TEE'3. Install erosion control measures. (Install silt fencing around both sides of corridor 125. sPEaFlcAnoN� FORI/rsw.7, � )Q.38" � 1.17' 1. Pattern sholl be no. 1012 NR manutoctund by
STAINLESS
to be disturbed, no greater than 8 wide) Contact Town for inspection. 1 0.75 o.87 " The Gambill Faunky Ca, a approved .vl,a,•
OOVM
4. Locate all existing utilities and take necessary measures to ensure adequate 1.56"I HEAD 2AASHTOHs2o-44highway loodfrly. 13 s Eol
"'DCAP
pprotection of existing utilities duringconstruction. 1.125= 1800Ea.A
g - 3. MDtNlrral >,hdl be a►ar N1aat Iron .f,1ah m..ts
5. Strip topsoil from cross-country sewer main area. Pile topsoil from wetlands areas (--0.561, I I -� 0.5 3.6875" or excel AMU �-�• aan'�• ,,.• n,,T NEOPRENE GASKET
in area depicted on plans. Native wetland soil and topsoil to be protected and replaced 1.s " --it--o.7s" 4 A„ cocartillhinsd w�,.d rf,s,;
P p P P P 17" Dia.-MochfnNW bwlOfy wrtaCw OI6LL R TAP IIaEs N FRAYE FOR
1 �^'-13 TIAEAa CAP SCREW.
within original corridor upon completion of construction. 1.5 1�4•, ; °ot LOCATE TROY CasrETT DORM M .
6. Excavate trenches for sanitary main installation. Ground water conditions SECTIl A -A -1�2 clarnolstaim.I,::t"cap won �-'•'�cNZPUCE51 DETAIL A
may require the need to de -water trenches. Prior to dewatering- A turbidity curtain CAST IRON COVER STANDARD WATERTTGTIT
shall be installed within the existing detention basin. Pumped water to be discharged into NOT TO SCALE MANHOLE FRAME & COVER
existing basin in area before turbidity curtain. 80
7. Loam and seed disturbed areas to grow as soon as practical during the
construction process. - .
7s
8. All areas disturbed by construction shall be graded smooth and
12 inches of original native topsoil applied. Topsoil to be rototilled as needed to ensure
minimal compaction in area of wetlands. The areas shall then be seeded or sodden, 7
fertilized, mulched, watered, and maintained until hardy grass growth is
established in all areas. All earthen areas will be grassed.
9. Maintain all existing erosion controls throughout the construction process, 7
and add additional measures as conditions warrant. - - -
10. Remove tree protection and temporary erosion control measures.
� 7 -
ANG4r POSTS 1. SET POSTS AND 2. STAPLE THE SILT
5' --E EXCAVATE A 6'x6• TRENCH FENCINO TO THE
,,,,`��\titllEln➢!f!/�// /' Fv, : A.,AUTY POST UPSLOP£ FROM P06r5. SILT END OF THE POST
// FENCING
O N NAND SELF-, C rs� CLEANING.
,��,`��j P, • 1 • �.• i'', �i��i �• L 12' MIN. 7
00O - PVC 0 S 0.57L -
256 LF
6' CT D.O.T. 2" STONE TO BE PLACED
* : < 131313 17 0 OVER FILTER FABRIC MATERIAL 6 - -
^�Z 000 00 `
131313 0 O SEE SEDIMENT AND EROSION `�•-
017 E3 0 0 SHEET FOR PAVEMENT WIDTHS
1300 0 S. ATTACH ALTER FABRIC TO 4. BACKFILL THE ESMH INST CLAY STOP AT 100' IN VALS
FILTER THE %OODEN POSTS AND EXTEND TRENCH AND COMPACT
0 o O d O FABRIC IT INTO THE TRENCH THE EXCAVATED SOL 20+00 AS NE ED
01130 00 � 66
Duo 0 C COMPACTED INM 68.35
1300 000 BACMIL
EDGE OF PAVEMENT
THRU STREET 64
MAP REFERENCES: AN11-TRACKING APRON
N.T.S. CONSTRUCTION OF SYNTHETIC FILTER BARRIER
1. "PROPERTY SURVEY/RESURVEY PREPARED FOR: RIVER WALK" 1235 SUWVAN AVENUE 62
SOUTH WINDSOR, CONNECTICUT DATER) NOVEMBER 2, 2004, REVISED THROUGH N.T.S.
4-26-05, SCALE: 1"=40'; PREPARED BY DESIGN PROFESSIONALS, INC. -
2. BOUNDARY SURVEY OF ALLEN & KATHERINE D. BOURN DA7W 3ZE17
PIERCE ROAD & SUWVEN AVENUE SOUTH WINDSOR, CT. 60.00
3. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM AL.LEN BOURN, ET. AL OWNER -/APPLICANT:
BY THE STATE OF CONNEf'I*CUT ROUTE 194 SCALE 1"-40', MAY 1977 TOWN 132 CORNER MEADOW LLC DO cc °' `° 4 N III OR
f O() t0 I- Ti In 1`t •t M M
PROJECT N0. 132-83 SERIAL #1 SHEET 1 OF 1 SOUTH WINDSOR MAP #1208A. 40 WINDY HILL ROAD n I. n r n T• I. n T.
4. BOUNDARY SURVEY PREPARED FOR TOWN OF SOUTH WINDSOR SUWVAN AVENUE & WEST ROAD, SOUTH WIND OR, CT 06074
SOUTH WINDSOR, CONNEC11CUT SCALE 1"=100' DATE 2-12-00, REV. TO 6-22-00 TO TORBELL, TEL: (860� 282-1751
HEINTZ &ASSOCIATES, INC. 20+00 20+50 21+00 21+50 22+00
o n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20
z LOCATIONS AS SHOWN, ARE BASED ON AVAIL,;BLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNEr71CUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. PROPOSED EASEMENT CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF-", THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION. 2 2-8-06 APPROVAL CONDITIONS JAU
1___j
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2-1-06 REV. PER TOWN COMMENTS KMI ^� 18626
IMPRESSION SEAL AND ORIGINAL SIGNATURE -
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE DESCRIPTION BY THOMAS L. EVANS LIC. No.
EASEMENTS
GRANT
GRANTEE
20' SANITARY SEWER EASEMENT
N/F WILLIAM AMAN
N/F CORNER MEADOW, LLC
NOT TO SCALE
PIPE
EXCAVATED
TRENCH W1D•M
NATURAL CLAY
-
s:;. •s...;•
LPE.%b •'
mow...
��''-'```'.,s,'=nip
--PIPE
ME
•..
_
co
88
e
,°
•
"`
\\\\
BOTTOM OF EXCAVATED TRENCI96
4'-0" (MAX.)
I
NATURAL CLAY
(TO OUTER MANHOLE WALL)
1'-6"
2' MIN.
PROFILE VIEW
FULL
TRENCH
DTH(FROM PIP
JOINT)
NOTES:
84
PLAN
PLAN
�n��
VIEW
1. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON
BOTH SIDES OF TRENCH.
NATURAL
CLAY
"-. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND
82
DRAINAGE
STOPS
TO THE TOP OF ROCK.
3. TO BE LOCATED ALONG THE CROSS COUNTRY LINE AT EACH END
NOT TO SCALE
OF THE WETLANDS CROSSING AND AT IOV INTERVALS BETWEEN.
:3
90
88
PROP.
CLEANOUT
FL• 82.25
-IF;7Z_4*- Ott t1AIL
(MATCH:5°Q AL THORIZ ED SIG TUR
D ATE
Z D
60 BATW ELEV 60.00 VlECEIVED
N '•t n aN N 't W 11 11 n V' M N N O In W rn N U) M OI aN N ca
Ni Ki r i M d vi Iti cc o 4 l W ai Ili � � a Pi L•i
n n n r. n n n n n n n ao CO 0o Do CO 00 cc Do 'a oo Do m DO ro FEB 0 9 0
22+F'i 23+00 23+50 24- 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 C_ I
w Tel. 860.291.8755 DATA ACCUMULATION PLAN PREPARED FOR: SHEET
® Fax 860.291 8757 G°
GRAPHIC SCALE PL�Ln�llV/U''UU01FOV-15
40 0 20 4o so � e s 0 g n CROSS-COUNTRY RIVER WALK
1 T ine. MAINSANITARY SEWER AINCrofess!%ommals,
( IN FEET ) ® DESIGN. KM/ DRAWN.• KIWICHECKED.• GBS •� ll���j �������� AVENUE
�� o
1 inch = 40 #t ■ civil engineers • planners surveyors
landscape architects • gis • gps ✓og No.: 1687 DATE.' January 3, 2006
165 South Satelll�- Road, South Windsor, Connecticut 06074 DRAWING Al168�XCSEWER 1687-b-xesewer.d g SOUTH ���® CONNECTICUT
oAN' ,..:ea.. .. .,,*+._»•!'TN!sSste «•r.. .,