HomeMy WebLinkAboutSite PlanFILTER FENCE
10' 0 `T(P i
M�
BACKFILL
;, ..
EXCAVATE
S x 6"
TRENCH Y `
,. _r�r • 1 _ FLOW
' :Z'
td.A EXISTING GRADE
12" MIN.
DEPTH
UNDISTURBED
GROUND
SEDIMENT FENCE DETAIL
NOT TO SCALE
4" TOP COURSE - ROLLED BANK RUN GRAVEL
CONFORMING TO CT DOT FORM 816 M.02.03 AND
M.02.06 GRADATION "C" OR COMPACTED 1-114"
PROCESSED TRAPROCK MIX
C�; 4:O Q '
V
00000000 0
0000000C
O O O 8" BINDER COURSE - ROLLED '� O C
O O BANK RUN GRAVEL CONFORMING C
O O O TO CT DOT FORM 816 M.02.03 ' O C COMPACTED SUITABLE
O O O ANDS M.02U.06 U DATU N "U U O C SUBGRADE
.-0-0-0-0-0-0-0-0-
TRAFFIC BOLI N D GRAVEL SURFACE
OVERFLOW (ELEVATIONS
VARY, SEE PLAN)
NOT TO SCALE
12" OF MODIFIED RIP RAP
SPILLWAY (ELEVATION,
LENGTH AND WIDTH VARIES,
SEE PLAN)
FILTER
FABRIC
MODIFIED RIP RAP SPILLWAY
NOT To SCALE
LEGEND & ABBREVIATIONS
+
MORE OR LESS
TYP
TYPICAL
FF
FINISH FLOOR
W/
WITH
STORMWATER RECHARGE
BASIN
PROVIDE AND MAJNTAIN
w a. SEDIMENT FENCE THROUGHOUT
CONSTRUCTION (.+300 LF)
0.1
0
J�
G�4 a�Q+\�-
\` Limits of Wetlands
(Reference Map 1)
(4) . EXISTING STORAGE
Gray ' ,,,,, r;�\ ` '�_ t TRAILERS TO BE REMOVED
re/ Priv •.' � '� �
~..'•' , :, . y Bollard
(TYP) •,�,,r;"::;, -, - ` _` -zk 75' X 20' STORMWATER
' RETAINING WALL
TO BE REMOVED - �- RECHARGE BASIN 1
MODIFIED RIPRAP
` .• . �- ; ' 9 SPILLWAY (SEE DETAIL)
Elevation on Concrete STAKED HAY BALE BARRIER
148.40 ' ` ,'' %• x Al RIPRAP SPILLWAY
Existing
Shed
Existing ` ';c _ 30' ----------•
Maintenance r
? \r
Building �.r :$ ' :' ° 4 •`�';
BENCHMARK
_ • $gip � _ _. �� �
Concrete Rebar w/Cap Set , r
Approximate Location of a Pad Elev=144.44
Existing Septic System
and 100q Reserve Area J ,': ;.�` k.f n
------------
ro V, rl
4• °• t' n+ • ,�� ^7+ ! � ' + • ' ! � :yam:'"
ay
•.; , , e�:P +v :s . {►/� ! :f� :x. Ex* ting Grave) 3
;--------. Drill Hole
526.1 '
0 23 E 100.00 � � Rec ! �• ��
9 1
! 4 ! \
PROVIDE UNDERGROUND ! :' l •`': ! PROPOSED
ELECTRICAL SERVICE i 1 . • ! ! GRAVEL DRIVE `}
P
FROM EXISTING BUILDING `; :l
(T BGS) / ..: • . EXISTING GRAVEL AREA TO / N
ZONING TABLE: COMMERCIAL®2 (C--2)
CONC
CONCRETE
C)
MON
MONUMENT
2
MINIMUM LOT FRONTAGE
200 FT
±1896 FT
CND
CONNECTICUT HIGHWAY DEPARTMENT
4
MINIMUM SIDE YARD
30 FT
38 FT
REC
RECOVERED
184 FT
N/F
NOW OR FORMERLY
<70 FT
x 150.0
EXISTING SPOT ELEVATION
SANITARY
N/A
INCLUDE A SEDIMENTATION FENCE DOWNGRADIENT OF THE COiISTRUCTION
CL.
r ..
x
PROPOSED SPOT ELEVATION
MAJOR SITE DISTURBANCE AND WILL BE MAINTAINED THROUGHOUT THE
4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON
PROJECT AFTER THE CONSTRUCTION ALL DISTURBED ARE�IS OUTSIDE OF
�?
GRAVEL DRIVE LIMITS SHALL BE LOAMED (4" MINIMUM) ANI) SEEDED WITH
BUILDING SETBACK LINE
w
'
BE REMOVED ONLY AFTER ALL DISTURBED AREAS HAVE BEEN
L.1
150 --
EXISTING CONTOUR
LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY
PROPOSED CONTOUR
C)
UTILITIES/STRUCTURES MAY BE ENCOUNTERED. CONTACT "CALL
CONST TI NSEQUENCE,,BEFORE
RUC ®
YOU DIG" AT LEAST 48 HOURS PRIOR TO ANY
EXCAVATION OPERATIONS.
TREELINE
+�
ANGLE POINT
2. INSTALL EROSION CONTROL' MEASURES.
3. ROUGH GRADE STORMWATER BASIN AND SURROUNDING AREA.
Q
IRON PIN OR T -BAR
FORMS FOR .CONCRETE FOUNDATIONS.
REFERENCE MAPS
5. INSTALL FOUNDATION AND CONSTRUCT GARAGE.
Ln
®
DRILL HOLE
1. SITE DEVELOPMENT PLAN, NATURE'S ART / DINOSAUR CROSSING PHASE
re
+-.
E7
CHD/MONUMENT
2005, PREPARED BY.• BOUNDARIES LLC.
STORMWATER MANAGEMENT PLA
BOULDER
Q)
N
U
LW
0
O 2017 BOUNDARIES LLC
THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY
PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND 1S NOT TO BE
DUPLICATED OR USED IN PART OR
WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION
OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC.
V
STORMWATER RECHARGE
BASIN
PROVIDE AND MAJNTAIN
w a. SEDIMENT FENCE THROUGHOUT
CONSTRUCTION (.+300 LF)
0.1
0
J�
G�4 a�Q+\�-
\` Limits of Wetlands
(Reference Map 1)
(4) . EXISTING STORAGE
Gray ' ,,,,, r;�\ ` '�_ t TRAILERS TO BE REMOVED
re/ Priv •.' � '� �
~..'•' , :, . y Bollard
(TYP) •,�,,r;"::;, -, - ` _` -zk 75' X 20' STORMWATER
' RETAINING WALL
TO BE REMOVED - �- RECHARGE BASIN 1
MODIFIED RIPRAP
` .• . �- ; ' 9 SPILLWAY (SEE DETAIL)
Elevation on Concrete STAKED HAY BALE BARRIER
148.40 ' ` ,'' %• x Al RIPRAP SPILLWAY
Existing
Shed
Existing ` ';c _ 30' ----------•
Maintenance r
? \r
Building �.r :$ ' :' ° 4 •`�';
BENCHMARK
_ • $gip � _ _. �� �
Concrete Rebar w/Cap Set , r
Approximate Location of a Pad Elev=144.44
Existing Septic System
and 100q Reserve Area J ,': ;.�` k.f n
------------
ro V, rl
4• °• t' n+ • ,�� ^7+ ! � ' + • ' ! � :yam:'"
ay
•.; , , e�:P +v :s . {►/� ! :f� :x. Ex* ting Grave) 3
;--------. Drill Hole
526.1 '
0 23 E 100.00 � � Rec ! �• ��
9 1
! 4 ! \
PROVIDE UNDERGROUND ! :' l •`': ! PROPOSED
ELECTRICAL SERVICE i 1 . • ! ! GRAVEL DRIVE `}
P
FROM EXISTING BUILDING `; :l
(T BGS) / ..: • . EXISTING GRAVEL AREA TO / N
ZONING TABLE: COMMERCIAL®2 (C--2)
ITEM
REQUIRED
PROVIDED
MINIMUM LOT AREA
80,000 SF
2,483,791 SF
MINIMUM LOT FRONTAGE
200 FT
±1896 FT
MINIMUM FRONT YARD
50 FT
81 FT
MINIMUM SIDE YARD
30 FT
38 FT
MINIMUM REAR YARD
50 FT
184 FT
MAXIMUM BUILDING HEIGHT
70 FT
<70 FT
WATER SUPPLY
N/A
SANITARY
N/A
d ! r _ _ J ! , •: • :: ! BE TREATED WITH 3/4
CRUSHED STONE SURFACE
4
453.24 \ _'` PROPOSED 4' WIDE t :�
. • f � w
to CONCRETE APRON
.\
T -Bar
S26'51'o3"E x 5 Rec
s 8 �
/4 L
PROPOSED ��
X153.3 �
I i 60' X 70' GARAGE x
FF = 145.00 /
/ / PROPOSED LIMITS
(FOUNDATION WALLS SHALL BE OF CLEARING (l1'P) 1
DESIGNED AS RETAINING WALLS i
X153.00
WHERE APPLICABLE) 0
I
F
cm I ROOF LEADERS To DRAIN AT
I
GROUND LEVEL
NOTE: NO WATER OR SANITARYF
y SERVICE TO NEW BUILDING
034
St John Ukrainian Orthodox 453.36
Church (Cemetery) ,� o
Volume 116 Page 371 / 60' ; ; / / %
STAKE PACKED STRAW
BETWEEN BALES
-a -a- _ -n'-c- _13- 0 -
STRAW BALE COMParTFn
FLOW BACK
PLAN VILW
1
TREES TO
BE PROTECTED
SECTION VIEW
ELEVATION VIEW
STAKED AY BALE BARRIER.
NOT TO SCALE
4" MIN.
Chain Link
Fence
x
x153.56 152.83
38.0'
\ 30'
28"
• ` Tree
_ \'CHD
Rec
N,
24" Twin
Tree
,15
54'
i
P
r J
\ !• ROAD
....�-•-•...___... ____•...�•. DAY n 1�
TURNPIKE \ � O¢ i /... �'• ,-�
SALEM \ ° Beckwith
Bogue J
Brook \
r Reservoir
rr
SITE \...� -...-�
Q LOCATION "
<1 o V
/ "'�•• Davis
Pon
d `•.�
p/az_
(/' a �oNpoN �J4�Qo
c z�
LOCATION MAI
SCALE: 1"=2000'
NARRATIVE
SURVEY NOTES
THIS PROPOSAL CONSISTS OF THE CONSTRUCTION OF A 4.,200 SQUARE
1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF
FOOT GARAGE WITH A 3,300 SQUARE FOOT GRAVEL DRIVE111AY AND A
CONNECTICUT STATE AGENCIES SECTIONS 20-3008-1 THROUGH
1,500 SQUARE FOOT STORMWATER RECHARGE BASIN. ELE(TRICAL
20-3008-20 AND THE "STANDARDS FOR SURVEYS AND MAPS 1N THE
SERVICE FOR THE GARAGE WILL BE EXTENDED UNDERGROUND FROM THE
STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT
EXISTING MAINTENANCE BUILDING ON THE PROPERTY. THE GARAGE WILL
ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS
HAVE NO PLUMBING. THE ROOF DOWNSPOUTS WILL DISCIARGE FROM
AN IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY BASED ON
THE WEST GARAGE CORNER AND BE DIRECTED TOWARDS TIE PROPOSED
DEPENDANT RESURVEY AND CONFORMS TO HORIZONTAL CLASS B AND
STORMWATER BASIN. THE PROPOSED CONSTRUCTION WILL REQUIRE THE
TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. IT IS INTENDED TO BE
TEMPORARY DISTURBANCE OF APPROXIMATELY 24,000 SQUARE FEET ALL
USED FOR SITE DEVELOPMENT.
DISTURBED AREAS WILL BE STABILIZED FOLLOWING CONSTRUCTION.
i
2. NORTH ORIENTATION DEPICTED HEREON IS PER REFERENCE MAP 1.
EROSION CONTROL MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION
INCLUDE A SEDIMENTATION FENCE DOWNGRADIENT OF THE COiISTRUCTION
3. VERTICAL DATUM DEPICTED HEREON IS PER REFERENCE MAP 1.
AREA. ALL EROSION CONTROL MEASURES WILL BE INSTALi ED PRIOR TO
MAJOR SITE DISTURBANCE AND WILL BE MAINTAINED THROUGHOUT THE
4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON
PROJECT AFTER THE CONSTRUCTION ALL DISTURBED ARE�IS OUTSIDE OF
ARE BASED ON THE LOCATION OF ABOVE GROUND STRUCTURES
GRAVEL DRIVE LIMITS SHALL BE LOAMED (4" MINIMUM) ANI) SEEDED WITH
AND RECORD DRAWINGS PROVIDED BY OTHERS. NO EXCAVATIONS
GRASS FOR PERMANENT STABILIZATION. EROSION CONTROL MEASURES WILL
WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE
BE REMOVED ONLY AFTER ALL DISTURBED AREAS HAVE BEEN
BURIED UTILITIES/STRUCTURES. ALL SUBTERRANEAN FEATURES AND
PERMANENTLY STABILIZED.
IMPROVEMENTS MAY NOT BE DEPICTED OR NOTED HEREON. THE
LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY
FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED
UTILITIES/STRUCTURES MAY BE ENCOUNTERED. CONTACT "CALL
CONST TI NSEQUENCE,,BEFORE
RUC ®
YOU DIG" AT LEAST 48 HOURS PRIOR TO ANY
EXCAVATION OPERATIONS.
1. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL ,PERMITS.
5. THE FIELD SURVEY WAS COMPLETED ON JULY 12, 2017.
2. INSTALL EROSION CONTROL' MEASURES.
3. ROUGH GRADE STORMWATER BASIN AND SURROUNDING AREA.
4. ROUGH GRADE WITHIN PROPOSED GARAGE FOOTPRINT AND BUILD
FORMS FOR .CONCRETE FOUNDATIONS.
REFERENCE MAPS
5. INSTALL FOUNDATION AND CONSTRUCT GARAGE.
6. RESTORE ALL DISTURBED AREAS.
1. SITE DEVELOPMENT PLAN, NATURE'S ART / DINOSAUR CROSSING PHASE
Ill, PREPARED FOR ROGER AND LINDA PHILLIPS, CONNECTICUT ROUTE NO.
E5, MONTVILLE, CONNECTICUT, JULY 2005, LAST REVISED DECEMBER, 15,
2005, PREPARED BY.• BOUNDARIES LLC.
STORMWATER MANAGEMENT PLA
2. PROPERTY SURVEY, PREPARED FOR ROGER L. PHILLIPS AND LINDA F.
1. POLLUTION PREVENTION TEAM: PHILLIPS, CONNECTICUT ROUTE #85, MONTVILLE, CONNECTICUT, SCALE:
1"-100', DATED: DECEMBER 28, 2010, JOB I.D. NO. 04-1132,
N/E THE OWNER WILL BE RESPONSIBLE FOR CARRYING OUT THE PREPARED BY: BOUNDARIES LLC
PROVISIONS OF THIS PLAN.
P P M Gi, LLC 2. IMPERVIOUS SURFACES SHALL BE SWEPT CLEAN OF SAND AND
Volume 551 Page 617 LITTER AND ANY OTHER POLLUTANTS AT LEAST TIVICE A YEAR.
a. BETWEEN NOVEMBER 15 AND DECEMBER 15 (AFI ER LEAF
FALL). EROSION CONTROL NOTES
b. DURING APRIL (AFTER SNOW MELT).
3. OUTSIDE STORAGE ACCESSORIES OR EQUIPMENT aTORED
OUTSIDE SHALL BE COVERED OR MAINTAINED TO MINIMIZE THE 1. ALL UTILITIES ARE APPROXIMATE, CONTRACTOR TO VERIFY ALL UTILITIES
POSSIBILITY OF THESE MATERIALS OR THEIR RESIDUE PASSING PRIOR TO CONSTRUCTION. CONTACT "CALL -BEFORE -YOU -DIG" AT
TO STORM WATER. 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION.
4. WASHIN 2. RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ALL
NO WASHING VEHICLES OR EQUIPMENT IN CONST,?CICTJON EROSION CONTROL MEASURES IS THE SITE CONTIRACTOR WHO IS TO BE
AREAS. DETERMINED.
® *• 3. THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT
;n ' 5. MAINTENANCE AND INSPECTION o. CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER
MONTHLY INSPECTION OF STORM WATER STRUCTURES
URES AND
TREES TO CONSERVATION IN COOPERATION WITH THE CONNECTICUT DEPARTMENT
BE PROTECTED N I OUTFALLS. OF ENVIRONMENTAL PROTECTION, CT DEEP BULLETIN 34, SHALL BE
\ 1b. CLEAN SEDIMENT AND DEBRIS FROM STRUCTURES AND USED FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL
OUTFALLS ONCE A YEAR DURING APRIL. MEASURES. THE PROPERTY OWNER SHALL INSTALL ADDITIONAL
6. SPILL OR ACCIDENTAL DISCHARGE MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR THE TOWN
4 OF MONTVILLE STAFF.
r
COMPLY WITH STATE AND FEDERAL REGULATIONS TO CONTAIN 4. SEEDING FOR PERMANENT STABILIZATION SHALL BE COMPLETED BETWEEN
AND CLEAN UP ANY SPILL OR DISCHARGE AND 01SPOSE OF
't + APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH
15" 24" N MATERIALS AT AN APPROVED FACILITY. CONTACT i.3ONNECTICUT SEPTEMBER 15. IF SEEDING CANNOT BE COMPLETED WITHIN THESE
Tree Tree l DEEP OIL AND CHEMICAL SPILL RESPONSE DIVISON (860) TIMES, APPLICATION OF TEMPORARY MULCH WILL BE PLACED UNTIL THE
Z 424-3338. IN THE EVENT A SPILL OCCURS THE FOLLOWING NEXT SEEDING PERIOD. SEED MIXTURE SHALL BE AS FOLLOWS:
�STEPS SHOULD BE PERFORMED AS SOON AS 'PGSSIBLE: KENTUCKY BLUEGRASS 20 LBS/ACRE OR
_ P . o. STOP THE SOURCE OF THE SPILL.
0.45 LBS/1, 000 SF
b. _ CONTAIN THE SPILL. CREEPING RED FESCUE 20 LBS/ACRE OR
- - -- \ it 152 _ \ \ ��_._ c.COVER SPILL WITH ABSORBENT MATERIAL SUCK' AS LITTER, 0.45 LBS/1,000 SF
15 - SAWDUST OR OIL ABSORBENT PADS. DO NOT VSE STRAW. PERENNIAL RYEGRASS 5 LBS/ACRE OR
/ 0.10 LBS/1,000 SF
d. DISPOSE OF ABSORBER !N ACCORDANCE WITH �_C:CAL AND
=C?'' ------ - STATE REGULATIONS. 5. MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE
APPLIED AT A RATE OF APPROXIMATELY 2-3 BALES/1,000 SF.
o
A
6. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WITHIN 24
0 Q HOURS OF RAIN EVENTS WITH GREATER THAN 0:5" OF RAINFALL IN A
T 24-HOUR PERIOD, AND REPAIRED OR REPLACED AS NECESSARY TO
INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT
\l CONTROL PLAN.
so
°T -Bar GRAPHIC SCALE
APPROVED FOR
Rec
R-2924.93' Connecticut Department 0*1
of Transportation
L=150.00' Highway Line
TAN=75.01'
A =2'56' 18"
CHD=149.38'
CH BRG=599'53'46"E
Hartford - New London Turnpike
(CT Route #85)
40 20 10 0 20
00
IN FEET )
1 inch = 20 ft.
-~� 29102
DAVID C.-MckAY, P.E.' LICENSE N0. DATE
"TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY
CORRECT Ati NOTED HEREON."
�U. FAULISE JR. L.S.
® 70016 6- -/ �/-/
LICENSE NO. DATE
'i
"TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY
CORRECT Ati NOTED HEREON."
�U. FAULISE JR. L.S.
® 70016 6- -/ �/-/
LICENSE NO. DATE