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STA. 3+30 _ -- TYPE D—G ENDWALL ``- -- INV -=227.46
` STA. 7+50 ui
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-`"f�---- PROPOSED ROADWAY WIDENING INV.=231.5 TF=232.1 INV.=227.8
f AND RESURFACING ASSOSIATED INV•=229.5
'f WITH THE "LOMBARDI BUSINESS Q
PARK SUBDIVISION"
PLAN:L TO
SCALE: HORIZ: 1"=40'
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VERT: 1 "=4'
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(ow"o A Tm 10 N M Am"a OF`
I HAVE DELINEATED THE WETLANDS ON THE PROPERTY IN THE FIELD AND HAVE
REVIEWED THE WETLANDS AS SHOWN ON THE PLAN AND FIND THAT THEY
SUBSTANTIALLY REPRESENT THE WETLANDS AS DELINEATED IN THE FIELD..
ROBERT C. RUSSO HATE
CERTIFIED SOIL SCIENTIST
&CLAN Enw-m-ineers, Inc.
CIVIL - STRUCTURAL - SURVEYING
GENERAL
NOTES:
1. ALL PROPOSED WORK MAY BE VARIED IN THE FIELD BY THE OWNER TO
30 ,y a" WF1-17
WF1
_ � MATCH EXISTING CONDITIONS.
2. UPON COMPLETION OF THE WORK, ALL DISTURBED AREAS SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION.
I TF N ` _ .® 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
Ij !
�ROVIDE S L E GE / .4." EXISTING PAVEMENT AND ROADWAYS, AND SHALL REPAIR SUCH
BAKED BY HAYBALES . .
, = W�. � DAMAGE AT NO ADDITIONAL COST TO THE OWNER.
Wr#1-1$ LOT 11 4. IF BLASTING IS REQUIRED A PRE -BLAST SURVEY WILL BE REQUIRED.
fes! 'NF1- 9 �, 1
f /' ( , w / 5. PRIOR TO BIDDING THE PROJECT, THE CONTRACTOR SHALL VISIT THE SITE
f. WF#1-1 TO VERIFY EXISTING CONDITIONS.
,� f f .� f f f f f f ' 1 '4
W / 6. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 1-800-922-4455
AgEA
PRIOR TO THE START OF CONSTRUCTION.
�WF�1-20 ' 7. INFORMATION SHOWN ON THE DRAWINGS RELATING TO MATERIALS, CONDITIONS.
` I / PROVIDE t . W"y 'w' AND OR LOCATIONS OF EXISTING STRUCTURES AND UTILITIES HAS BEEN
,�,':' F#-2$ ;� 2�3.� . . COMPILED L _ / 24 FEU a .t, r - ED FROM AVAILABLE INFORMATION INCLUDING FIELD SURVEY, UTILITY
PROPOSED DRAINAGE �,- INV._. END GRASS LINED �. WF1-2r AND COMPANY TOWN RECORD MAPS AND DRAWINGS, AND IS NOT GUARANTEED
LLj- DRAINAGE SWALE �WFj 27 y ACCURATE OR COMPLETE.
,-� EASEMENT AND RIGHTS �- / `.--,
TO DRAIN FOR LOTS '"` �.=22.4.1 1 ti `� `~-�. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMPORARY AND PERMANENT
- ��� �� LF - E SUPPORT OF ALL EXISTING UTILITY POLES IN AND ADJACENT TO THE CONSTRUCTION
' �` ` 1 Di'
211 LF �`` - `' 24" HDPE`+'-,WF1 2 AREA AND SHALL COMPLY WITH ALL THE REQUIREMENTS AND SPECIAL DETAILS
-'" i� W �''6 y ° . I; FOR THE SUPPORT OF UTILITIES REQUIRED BY UTILITY AGENCIES.
_--- 24 HDPE
WF# -23 9. ALL STREET SIGNS MAILBOXES, PLANTINGS, ORNAMENTAL OBJECTS, LIGHTS,
0 ` " ` - - - - -- - y ! LANDSCAPE SHRUBBERY, ETC., SHALL BE PROTECTED FROM DAMAGE AND SHALL
220.5 r- "C INV.=217.08 BE REPLACED IN THE SAME OR BETTER CONDITION BY THE CONTRACTOR IF
0+00 �` "` -- -` " 14+p °t" r " DISTURBED OR DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION.
12+00r7 11+0
am low WF 1 j WF#I/-2 ' 10. CONTINUOUS DUST CONTROL USING CALCIUM CHLORIDE OR EQUAL SHALL BE
Cy)-� ����t 4ow PROVIDED FOR ALL EARTH STOCK PILES, EARTH PILED ALONG EXCAVATIONS AND
SURFACES OF REFILLED TRENCHES.
XBUTLERTOWN ROAD
`�-._�'`� �-- �--` `-- �--- _ �i i / � � a � 11. PASSAGE OF TRAFFIC ON ROADWAYS SHALL BE MAINTAINED AT ALL TIMES. THE
_: 229.7 t f --� CONTRACTOR SHALL PERFORM HIS OPERATIONS TO MINIMIZE DISRUPTIONS TO
y --y x t I TRAFFIC AROUND THE PROJECT SITE.
�(� r'-��`� ' ����229.7 \ ! I 229.1 CONTRACTOR
�� 2 t� r� r, 12. IT IS THE DEVELOPERS RESPONSIBILITY TO CONTACT THE TOWN
o 1 \ , _
LSI ����'y % \C���r co. ENGINEER TO SCHEDULE PUBLIC IMPROVEMENT INSPECTIONS.
_TYPE "D -G" ENDWALL �� - �� �� �,= ,� ,- -
�-` i 0577 �( �-- �- '��� HELr Co. � _--� `'--; 13. CONTRACTOR TO BE RESPONSIBLE FOR CONSTRUCTION LAYOUT.
STA. 9�3 _ % PROVIDE RIPRAP j �� �- 10576 14. ALL WORK TO CONFORM TO THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION
r ,
SPLASH PAD f fi I STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION
-- TF -229:3 \ L tt + FORM 816 DATED 2004
INV.=226.2 �t�.-_ ,f '
�- - TYPE D -c ENDWALL �� 15. CONTRACTOR TO BE RESPONSIBLE FOR ALL MAINTENANCE AN
R L E GE D PROTECTION OF TRAFFIC
STA. 12+00 - �- -- J / ,I I ) , i
-A AND TRAFFIC CONTROL OFFICERS AS REQUIRED BY THE TOWN.
TF --229<5 16. IT IS THE CONTRACTORS RESPONSIBILTY TO FIND STOCKPILE, MATERIAL
INV.=22.1 - iNv.=? 16.6
AND EQUIPMENT STORAGE AREAS.
EROSIONL & SEDIMENTATIONTI
PLAN: BUTLERTOWN ROAD CONTINUED
i . "=40'
PIPE D=INSiDE
DIAMETER
OF PIPE
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PRESHAPE BEDDING TO
FIT PIPE CONTOUR
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12" MINIMUM
d'
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2" GRAVEL WHEN
ILL
UN UIITABLEFMATERIAL
ID E ELEVATION
ENCOUNTERED
TYP.
TRENCH DETAIL
TY "D -G" L
NOT TO SCALE
NOT TO SCALE
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PROFILE: BUTLERTOWN TI
SCALE: HORIZ: 1 "=40'
VERT: 1 "=4'
240
238
236
234
232
230
228
226
224
222
220
218
216
1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENTATION CONTROL MEASURES,
THE OWNER AND CONTRACTOR SHALL MEET WITH THE TOWN OF MONTVILLE
WETALNDS OFFICIAL.
2. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED
PRIOR TO SITE DISTURBANCE. ADDITIONAL EROSION & SEDIMENT CONTROL
MEASURES SHALL BE INSTALLED IF DETERMINED TO BE NECESSARY BY THE
WETLANDS OFFICIAL.
3. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT
LEAST WEEKLY AND AFTER EVERY STORM EVENT AND REPAIR AND MAINTAIN AS
NECESSARY.
4. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUND
ANY TEMPORARY STOCKPILE AREAS.
5. TOPSOIL SHALL BE RE-APPLIED WHERE APPROPRIATE TO PROVIDE A MINIMUM
DEPTH OF FOUR INCHES.
6. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. ALL EROSION AND
SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION
IS RE-ESTABLISHED.
7. THE FOLLOWING SEEDING MIXTURES SHALL BE PROVIDED ON ALL DISTURBED
AREAS: CROWN VETCH 15 LB's/AC
PERENNIAL RYEGRASS 10 LB's/AC
8. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 1 OR AUGUST 15 AND
OCTOBER 1.
9. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED IN THE FIELD SHALL BE SOLVED
ACCORDING TO CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT
CONTROL
10. NO EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED UNTIL ALL
DISTURBED AREAS ARE -STABILIZED AND REMOVAL IS APPROVED BY THE TOWN
OF MONTVILLE WETLANDS OFFICIAL.
SILT FENCE
FILTER CLOTH
FLOW
EMBED FILTER CLOTH
8" MIN. INTO GROUND
4"
1" X 1 " X 4'
GRADE STAKE
HAY BALE, 2 STAKES
REQUIRED EACH BALE
UNDISTURBED SOIL
GRADE STAKES - TWO
EACH BALE (TYP.)
CONSTRUCTION NOTES:
1. SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE
WITH STAPLES, 6" ON CENTER.
2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL
OVERLAP BY 6" AND BE FOLDED.
3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE
ADJACENT BALES.
SILFENCE BACKEDY HAYBALES
NOT TO SCALE
4" TOPSOIL
UNDISTURBED UNDISTURBED
AREA AREA
4" CLEAN FILL - '
LOAM & SEED CROSS-SECTIONDETAIL
NOT TO SCALE
EXISTING GRAI
COMPACTED SUITABLE
NATIVE MATERIAL OR
GRAVEL FILL
COMPACTED GRAVEL
FILL CONFORMING TO
ARTICLE M.02.01
6" MINIMUM
OVER EARTH
GRASS LINED DRAINAGEL
DRAINAGE PIPE
3'
NOT TO SCALE
MODIFIED RIPRAP
24" THICK
PERVIOUS -
FILTER FABRIC
__r
r
EXISTING GRADE
OR ROADWAY SECTION
4' TRENCH WIDTH
NOT TO SCALE
4P-6"
3'-1„
9
I OPEN -EYE EYEBOLT
RJ
1'-0 2'--6 l' -D
3
/2'
3000 psi
CONCRETE
PIPE D=INSiDE
DIAMETER
OF PIPE
°
W
bi
W
W
d
0-
C14
Lf)
ch
of
6iLL
q
PRESHAPE BEDDING TO
FIT PIPE CONTOUR
W
w
SIJ
°
12" MINIMUM
d'
_ d r
oo j OVER ROCK
2" GRAVEL WHEN
ILL
UN UIITABLEFMATERIAL
ID E ELEVATION
ENCOUNTERED
TYP.
TRENCH DETAIL
TY "D -G" L
NOT TO SCALE
NOT TO SCALE