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PRO.�CT
SITE
LOCATION MAP
SCALE: 1 =1000
N/A
E & H LLC
Lake
Konomw
NOTES:
1. THE PROPERTY IS NOT LOCATED WITHIN THE LAKE KONOMOS WATERSHED
2. THE PROPERTY IS NOT WITHIN THE 100 YEAR FLOOD ZONE. THE WETLAND AREA
OF THE SITE IS WITHIN THE 500 YEAR FLOOD ZONE - ZONE B.
P
-U L �fltL � , l WF#1-54 �\
- INSTALL 120 LF OF ..
A BIT. CONC. C�1RBING \WF#1-45 wF/1-a� WF1-4s �. ] �\ WF
AIL
, \ H-20 LOADING
D—BOX
J. 1 46
INV.Ii7 230.05 #
U>� WF#1
�''� INV.O 230.0 yt�L � � —
� WF#1-50 YMF#1-51 i;lL
1�. ll.L SStL
A ,;L INSTALL CONTAINMENT BASIN
— — ,,L,,AhL All (SEE DETAIL SHEET4) ,
15' WIDE CRUSHED
LOT 11
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LOT 10
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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.
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NIL � yi ,ili._ ROBERT C. RUSSOAL DATE
CERTIFIED SOIL SCIENTIST
JL All�_ -ULc
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40 0 40 80
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N/A
HOLLY LOMBARDI LAND HOLDINGS LLC
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SCALE: 1 =40
U
GREEN SITE
DESIGN
—LLC--
1 7/1/09 STAFF COMMENTS 317 Main Street Norwich, Connecticut
110. Date Revision (860) 892-1380 Fax (860) 886-9165
Lot 10 & 11 Lombardi Business Park Project No.
GSD-03
Proj. Engineer
E.M.B.
B & W PAVING & LANDSCAPE & Date:
LOMBARDI BUSINESS PARK LLC Sheet No09
SITE PLAN
ilL'L
L
IL
Chesterfield
Dams
Pond
RpAD
1e
PRO.�CT
SITE
LOCATION MAP
SCALE: 1 =1000
N/A
E & H LLC
Lake
Konomw
NOTES:
1. THE PROPERTY IS NOT LOCATED WITHIN THE LAKE KONOMOS WATERSHED
2. THE PROPERTY IS NOT WITHIN THE 100 YEAR FLOOD ZONE. THE WETLAND AREA
OF THE SITE IS WITHIN THE 500 YEAR FLOOD ZONE - ZONE B.
P
-U L �fltL � , l WF#1-54 �\
- INSTALL 120 LF OF ..
A BIT. CONC. C�1RBING \WF#1-45 wF/1-a� WF1-4s �. ] �\ WF
AIL
, \ H-20 LOADING
D—BOX
J. 1 46
INV.Ii7 230.05 #
U>� WF#1
�''� INV.O 230.0 yt�L � � —
� WF#1-50 YMF#1-51 i;lL
1�. ll.L SStL
A ,;L INSTALL CONTAINMENT BASIN
— — ,,L,,AhL All (SEE DETAIL SHEET4) ,
15' WIDE CRUSHED
LOT 11
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LOT 10
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A4 AIL ALL
IiL AL
0: � ,11SL ,WL Si1L ]JiL
11L 211L AL
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.
](1SL - 11iLe
� 111L �� illL ,IIiL _ \ �
NIL � yi ,ili._ ROBERT C. RUSSOAL DATE
CERTIFIED SOIL SCIENTIST
JL All�_ -ULc
AII
, �,`-
;:Ec : iiiLL AL � �
40 0 40 80
L J >t RiL ` U
N/A
HOLLY LOMBARDI LAND HOLDINGS LLC
i R
SCALE: 1 =40
U
GREEN SITE
DESIGN
—LLC--
1 7/1/09 STAFF COMMENTS 317 Main Street Norwich, Connecticut
110. Date Revision (860) 892-1380 Fax (860) 886-9165
Lot 10 & 11 Lombardi Business Park Project No.
GSD-03
Proj. Engineer
E.M.B.
B & W PAVING & LANDSCAPE & Date:
LOMBARDI BUSINESS PARK LLC Sheet No09
SITE PLAN
Ab
gut'
IL
Chesterfield
Dams
Pond
RpAD
1e
PRO.�CT
SITE
LOCATION MAP
SCALE: 1 =1000
N/A
E & H LLC
Lake
Konomw
NOTES:
1. THE PROPERTY IS NOT LOCATED WITHIN THE LAKE KONOMOS WATERSHED
2. THE PROPERTY IS NOT WITHIN THE 100 YEAR FLOOD ZONE. THE WETLAND AREA
OF THE SITE IS WITHIN THE 500 YEAR FLOOD ZONE - ZONE B.
P
-U L �fltL � , l WF#1-54 �\
- INSTALL 120 LF OF ..
A BIT. CONC. C�1RBING \WF#1-45 wF/1-a� WF1-4s �. ] �\ WF
AIL
, \ H-20 LOADING
D—BOX
J. 1 46
INV.Ii7 230.05 #
U>� WF#1
�''� INV.O 230.0 yt�L � � —
� WF#1-50 YMF#1-51 i;lL
1�. ll.L SStL
A ,;L INSTALL CONTAINMENT BASIN
— — ,,L,,AhL All (SEE DETAIL SHEET4) ,
15' WIDE CRUSHED
LOT 11
_ �uL � � �. � �'- � STONE STRIP
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A4 1,L A4
AIL IL
LOT 10
AL Ali -
A4 AIL ALL
IiL AL
0: � ,11SL ,WL Si1L ]JiL
11L 211L AL
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.
](1SL - 11iLe
� 111L �� illL ,IIiL _ \ �
NIL � yi ,ili._ ROBERT C. RUSSOAL DATE
CERTIFIED SOIL SCIENTIST
JL All�_ -ULc
AII
, �,`-
;:Ec : iiiLL AL � �
40 0 40 80
L J >t RiL ` U
N/A
HOLLY LOMBARDI LAND HOLDINGS LLC
i R
SCALE: 1 =40
U
GREEN SITE
DESIGN
—LLC--
1 7/1/09 STAFF COMMENTS 317 Main Street Norwich, Connecticut
110. Date Revision (860) 892-1380 Fax (860) 886-9165
Lot 10 & 11 Lombardi Business Park Project No.
GSD-03
Proj. Engineer
E.M.B.
B & W PAVING & LANDSCAPE & Date:
LOMBARDI BUSINESS PARK LLC Sheet No09
SITE PLAN
BOTTOM OF
SWALE
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GRAVEL FILTER
STONE CHECK DAM
NOT TO SCALE
..O%e%ur,lr—n MIMMAM
INSTALL
INSTALL INVERT 12" BELOW
EXISTING CHANNEL GRADE
INSTALL INTERMEDIATE RIPRAP BELOW
EXIST. GRADE & INFILL WITH NATIVE
MATERIAL TO BLEND INTO UNDISTURBED
CHANNEL BOTTOM.
EXISTING J L-12"
GRADE
2 : 1 SLOPE WITH MODIFIED RIPRAP
SLOPE PAVING TO ELEVATION 222
INSTALL MIRAFI FW 300 GEOTEXTILE
UNDER RIPRAP (TYP)
EXISTIN,
GRAD
INSTALL NATIVE CHANNEI
BED MATERIAL IN BOTTO1
12" OF PIPE
i'—s'
2, —0"
6»
P008
9008
FILTER FABRIC
(SIDES AND BOTTOM)
6" PERFORATED PVC PIPE 1Cp
000
-� 1'-0" 11'
1" CRUSHED STONE
4" OF 2" CRUSHED STONE
6" GRAVEL BASE
2 : 1 SLOPE WITH MODIFIED RIPRAP
SLOPE PAVING TO ELEVATION 222
INSTALL MIRAFI FW 300
GEOTEXTILES - UNDER RIPRAP
60" RCP
X -SECTION
12" BELOW
vv nvr v` I r%IL—
NOT TO SCALE
PROPOSED
DRIVEWAY
/-4" OF 1 " CRUSHED STONE
=NCH DEPTH VARIES —
E INVERT ELEVATIONS
GRADING PLAN
s M,N. J
STONE DRAINAGE TRENCH
CRUSHED
STONE STRIP
NOT TO SCALE
6" COMPACTED
SILT BARRIER
INSTALL INVERT 6" BELOW
EXISTING CHANNEL GRADE
INSTALL INTERMEDIATE RIPRAP BELOW
EXIST. GRADE & INFILL WITH NATIVE
MATERIAL TO BLEND INTO UNDISTURBED
CHANNEL BOTTOM.
EXISTING
GRADE
INSTALL MIRAFI FW 300 GEOTEXTILES
UNDER SPLASH PAD (TYP)
2:1 SLOPE WITH EROSION
CONTROL BLANKET WITH
- WOVEN MESH (NORTH AMERICAN
WEAVE - 150) ABOVE ELEVATION 222
(TYPICAL)
2:1 SLOPE WITH EROSION
CONTROL BLANKET WITH
WOVEN MESH (NORTH AMERICAN
WEAVE - 150) ABOVE ELEVATION 222
4' WIDE CONTAINMENT
DA\/CPl DADVlk1f` ADCA
PERVIOUS FABRIC
4'1 500 GEOTEXTIIE
.N re
ASIN
SILT FENCE
FILTER CLOTH
POLLUTION PREVENTION PLAN
1. POLLUTION PREVENTION TEAM
THE OWNERS WILL BE RESPONSIBLE FOR CARRYING OUT THE PROVISIONS
OF THIS PLAN.
2, SWEEPING
PARKING LOTS, SIDEWALKS AND OTHER IMPERVIOUS SURFACES SHALL BE
SWEPT CLEAN OF SAND AND LATER AND ANY OTHER POLLUTANTS AT LEAST
TWICE A YEAR.
A. BETWEEN NOVEMBER 15 AND DECEMBER 15 (AFTER LEAF FALL)
B. DURING APRIL (AFTER SNOW MELT)
3. OUTSIDE STORAGE
ACCESSORIES OR EQUIPMENT STORED OUTSIDE SHALL BE COVERED OR
MAINTAINED TO MINIMIZE POSSIBILITY OF THESE MATERIALS OR THEIR
RESIDUE PASSING TO STORM WATER.
4. WASHING
NO WASHING VEHICLES OR EQUIPMENT IN PARKING AREAS.
5. MAINTENANCE AND INSPECTION
A. MONTHLY INSPECTION OF STORM WATER STRUCTURES AND OUTFALLS.
B. CLEAN SEDIMENT AND DEBRIS FROM STRUCTURES AND OUTFALLS ONCE
A YEAR DURING APRIL.
C. SUBMIT MAINTENANCE &INSPECTION REPORT TO THE PLANNING DEPARTMENT
6. VORTEC UNIT AND SEDIMENTATION BASIN
A MONTHLY INSPECTION OF SEPARATOR, IF OIL SPILL HAS OCCURRED, COMPLY
WITH REQUIREMENTS UNDER SPILL OR ACCIDENTAL DISCHARGE
B. CLEAN SEDIMENT AND DEBRIS FROM STRUCTURE ONCE A YEAR, DURING APRIL
7. SPILL OR ACCIDENTAL DISCHARGE
COMPLY WITH STATE AND FEDERAL REGULATIONS TO CONTAIN AND CLEAN UP
ANY SPILL OR DISCHARGE AND DISPOSE OF MATERIALS AT AN APPROVED FACILITY.
CONTACT CONNECTICUT DEP OIL AND CHEMICAL SPILL RESPONSE DIVISION
(860) 424-3338
IN THE EVENT A SPILL OCCURS THE FOLLOWING STEPS SHOULD BE
PERFORMED AS SOON AS POSSIBLE:
A. STOP THE SOURCE OF THE SPILL
B. CONTAIN THE SPILL
C. COVER SPILL WITH ABSORBENT MATERIAL SUCH AS KITTY LITER, SAWDUST
OR OIL ABSORBENT PADS. DO NOT USE STRAW.
D. DISPOSE OF ABSORBER IN ACCORDANCE WITH LOCAL AND STATE
REGULATIONS.
ROPE
PP Q�C� W1 c _ SO -
10
o'
�IN10 00� �0 M
4" MIN. DEPTH ��� $� 0/--) J
2' STONE g � SNO`NN OR
FILTER FABRIC
AS 12 M�N�N`vM
OVER STRIPPED GROUND
(TOPSOIL REMOVED)
CONSTRUCTION ENTRANCE
NOT TO SCALE
EMBED FILTER CLOTH
8" MIN. INTO GROUND
1"X 1"X4'
GRADE STAKE
�--., HAY BALE, 2 STAKES
REQUIRED EACH BALE
FLOW
s•r
UNDISTURBED SOIL
00
GRADE STAKES - TV0
EACH BALE (TYP.)
4"
RIPRAP CHECK DAM
NOT TO SCALE
DEWATERING 'LAN
IF DEWATERING IS NECESS tY DURING CONSTRUCTION A CLEAR WATER DISCHARGE
SHALL BE PROVIDED AS F: SOWS:
A THE PUMP INLET WILL 3E WRAPPED IN FILTER FABRIC AND PLACED IN CRUSHED
STONE WITHIN THE TRS :CH.
B. THE PUMP OUTLET Wll DISCHARGE TO THE VEGATATED UPLAND ABOVE THE EXISTING
RIPRAP PLUNGE POOL
C. THE DISCHARGE FROM THE DEWATERING OUTLET WILL BE MONITORED AND ADDITIONALMEASURES EMPLOYEE IF NECESSARY.
CONSTRUCTION NOTES:
1. SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE GREEN SITE
WITH STAPLES, 6" ON CENTER.
DESIGN
2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL
OVERLAP BY 6" AND BE FOLDED. i 7/>t/o9 STAFF CO? iMENTS —LLC —
317 Main Street Norwich, Connecticut
3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE No. Date Revision (860) 892-1380 Fax (860) 886-9165
ADJACENT BALES. -
Project No.
HAY- BALE/SILT FENCE Lot 10 & 11 LombardBusness Park GSD -03
Proj. Engineer
EROSION PROTECTION E.M.B.
NOT TO SCALE
& W PAVINq 4 �ANDSCAPE . Date:
LOMBARDI BUSINESS PARK LLC MAY 2009
Sheet No.
& S Detaft
EROSION & SEDIMENTATION NARRATIVE
AND SE.,-QUENCE OF OPERATIONS
1.
THE PROPOSED ACTIV f CONSISTS OF THE THE CONSTRUCTION OF A CRUSHED ST AiE
DRIVEWAY ACROSS 40 } S.F. OF WETLANDS DISTURBANCE.
2.
PRIOR TO ANY DIST=
SANCE ON SITE, THE DEVELOPER AND CONTRACTOR WILL
ATTEND A PRE—COI.
RUCTION CONFERENCE WITH TOWN STAFF TO REVIEW PLAN
REQUIREMENTS AND
EQUENCE OF CONSTRUCTION. AT THIS TIME, THE INDIVIDUAL
WHO WILL BE REST-
3IBILE FOR EROSION AND SEDIMENTATION CONTROL PLAN
COMPLIANCE WILL E
DETERMINED.
3.
LIMITS OF DISTURBi>
;E SHALL BE FIELD—DELINEATED AND INSPECTED
BY TOWN STAFF PRs
R TO ANY CLEARING OCCURRING. THE CONTRACTOR SHALL
CONTACT THE WETI,
OS OFFICER FOR INSPECTION OF THE SEDIMENT AND ERS'
CONTROL MEASURE.
'RIOF TO SITE DISTURBANCE. CONSTRUCTION SHALL NG I
',,PEGIN UNTIL SUCH t.
-AE AS THE WETLANDS OFFICER HAS REVIEWED APPROVED
.ANQ
THE INSTALLATION OF THE SEDIMENTATION AND EROSION CONTRQL MEASURES.
4.
LITE CLEARING ANC
'RUBBING CONSISTING OF CLEARING THE GROUND OF TREES,
STUMPS, AND BRUS
SHALL BEGIN FIRST TO ALLOW ACCESS NECESSARY FOR THE
CONSTRUCTION ANC,
4STALLATION OF EROSION AND SEDIMENTATION CONTROL DEVICE .
ADDITIONAL EROSION
is SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF
DETERMINED TO BE ECESSARY BY THE WETLANDS OFFICER.
5.
ORANGE CONSTRUCT
aN FENCING WILL BE INSTALLED ALONG THE 50' WETLANDS RE .ULATED
LINE PRIOR TO DISTUv%*BANCE.
6.
THE CONTRACTOR S!
ALL INSPECT BARRIERS AT LEAST WEEKLY, DAILY DURING
PROLONGED RAINFAI
AND AFTER EACH STORM. ANY REQUIRED REPAIRS SHAD.
BE MADE IMMEDIAT "
SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF
THE ORIGINAL HEIGI
OF THE BARRIER.
7.
EROSION AND SEDIM� AT CONTROL DEVICES SHALL BE INSTALLED AND
INSPECTED BY TOWN
'STAFF PRIOR TO COMMENCEMENT OF ANY SITE GRADING
OR CONSTRUCTION.
NTROL DEVICES SHALL BE SILT FENCES AND/OR HAY
BALES LOCATED AS
!L TOWN ON THE PLANS TO TRAP SEDIMENT DURING
CONSTRUCTION OPER, IONS AND TO PREVENT ADDITIONAL EROSION DUE TO
CONCENTRATED FLO
AT THE TOE OF A SLOPE.
8.
THE TOPSOIL SHALT
,E STRIPPED AND STOCKPILED ON—SITE FOR FUTURE USE.
HAYBALE SILT BARD
�'S OR SILT FENCE SHALL BE INSTALLED AROUND TEMPORARY
STOCKPILE AREAS t-
SHOWN ON SHEET 1.
9.
ALL WORK SHOULD
CONDUCTED DURING DURING A PERIOD OF LOW
GROUNDWATER TO RE:.-,UCE THE AMOUNT OF DE—WATERING REQUIRED.
10.
DRAINAGE CULVERT 1�4STALLATION.
11.
WHEN FINISH GRAD:
G IS COMPLETED, TOPSOIL SHALL BE RE—APPLIED TO ALL
REMAINING DISTURB4
I AREAS TO PROVIDE A MINIMUM DEPTH OF FOUR INCHES.
12.
LOAM, SEEDING ANL, =
AULCHING OF ALL REMAINING DISTURBED AREAS OUTSIDE OF
RESTORATION AREA.
LL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL
REMAIN IN PLACE '
TIL VEGETATION IS RE—ESTABLISHED.
13.
SEEDING SHOULD T;
E PLACE BETWEEN APRIL 1 THROUGH JUNE 1 AND
AUGUST 15 THROU(
i OCTOBER 1. — OUTSIDE OF SEEDING WINDOW EXPOSED
SOIL WILL BE MUL.
ED FOR PROTECTION.
14.
THE FOLLOWING SEt
ANG MIXTURES SHALL BE PROVIDED ON ALL DISTURBED
AREAS:
:
WETLAN41
RESTORATION AREA: NEW ENGLAND WETLAND PLANTS
EROSION CONTROL RESTORATION MIX
UPLAND
AS: KENTUCKY BLUE GRASS 20 LB's/AC
CREEPING RED FESCUE 20 LB's/AC
PERENNIAL RYEGRASS 5 LB's/AC
15.
UNFORESEEN PROF_
MS WHICH ARE CREATED IN THE FIELD SHALL BE SOLVED
ACCORDING TO COQ
ECTICUT 2002 GUIDELINES FOR SOIL EROSION AND SEDIMENT
CONTROL., AND MkBE
AMENDED AND ADDITIONAL MEASURES REQUIRED AT THE
DIRECTION OF TOYS
PLANNING STAFF.
16.
JAMES WRAY WILL
RESPONSIBLE FOR EROSION & SEDIMENT CONTROL MEASURES
AND ANY EMERGENC
S THAT MAY ARISE ON THE PROPERTY.
DEWATERING 'LAN
IF DEWATERING IS NECESS tY DURING CONSTRUCTION A CLEAR WATER DISCHARGE
SHALL BE PROVIDED AS F: SOWS:
A THE PUMP INLET WILL 3E WRAPPED IN FILTER FABRIC AND PLACED IN CRUSHED
STONE WITHIN THE TRS :CH.
B. THE PUMP OUTLET Wll DISCHARGE TO THE VEGATATED UPLAND ABOVE THE EXISTING
RIPRAP PLUNGE POOL
C. THE DISCHARGE FROM THE DEWATERING OUTLET WILL BE MONITORED AND ADDITIONALMEASURES EMPLOYEE IF NECESSARY.
CONSTRUCTION NOTES:
1. SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE GREEN SITE
WITH STAPLES, 6" ON CENTER.
DESIGN
2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL
OVERLAP BY 6" AND BE FOLDED. i 7/>t/o9 STAFF CO? iMENTS —LLC —
317 Main Street Norwich, Connecticut
3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE No. Date Revision (860) 892-1380 Fax (860) 886-9165
ADJACENT BALES. -
Project No.
HAY- BALE/SILT FENCE Lot 10 & 11 LombardBusness Park GSD -03
Proj. Engineer
EROSION PROTECTION E.M.B.
NOT TO SCALE
& W PAVINq 4 �ANDSCAPE . Date:
LOMBARDI BUSINESS PARK LLC MAY 2009
Sheet No.
& S Detaft
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FILTER FABRIC PRECAST CONCRETE 4'x8'x2'
LEACHING GALLERY
6" MIN. HS -20 LOADING
COVER
la�..•v� � t� � Via. � a, :' s�s_-.-s--s7'e--t• 'i �i �-t _ } �.}��^.
`5iii -
I�I
43*
1' DIAMETER
g' CRUSHED STONE
12" CONCRETE LEACHING GALLERY TENCH
NOT TO SCALE
8" TYP. 2 PLACES
—4" INLET TYP. 3 PLACES
Ln IL J I I I I I
I II II
N
I I I 21" r1
—J II AL
I I I I I I 4 L.P. P.V.C. PIPE SEAL L
IT
4" L.P. P.V.C. PIPE SEAL
TYP. 3 PLACES
PLAN VIEW
18"D IA.
4 3/4" COVER
777771-777 7 7y 17-7-1-7
INLET OUTLET
INLET = "� 3" CO V_ r r f OUTLET FILTER
iv DEVICE
= r
to
4'-5 3/4"
LO
LIQUID
" 3" WALLS LEVEL
4
CROSS SECTION VIEW
1,250 GALLON SEPTIC TANK
H-20 LOADING
NOT TO SCALE
2
3 5/8"
FRONT ELEVATION
#4 BARS 4'-0" LG.
l8"
PRECAST CONC. UNIT
(D.O.T. STANDARD)
PRECAST CONC.
MASONRY UNITS
OR PRECAST RISERS
POURED CONC. OR
PRECAST SUMP
TOP OF FRAME 2"
CROSS SLOPE AS
PER CROSS SECTION
1/2
11 1/2- 3 13/ 16" -,`
co
TYPE "C" CATCH BASIN DETAIL
NOT TO SCALE
SURFACE - -1e -1 e
3500 P.S.I.
d ° ' 30% { r ✓iii
P.C. CONCRETE
CU
a
ACCESSIBLE PARKING SIGN
N.T.S.
VAN ACCESSIBLE PARKING SIGN
NOT TO SCALE
2" OF 1" CRUSHED STONE
6" GRAVEL BASE
CRUSHED STONE SURFACE
NOT TO scuc
4{�
1�
is io i0
r r r
N
0 O
SIDE ELEVATION
25'
2'-6" IN PAVED
AREAS
2 13/16"
PAVED SURFACE -
IN PARKING AREA
3" BIT. CONC.----,
LUMINAIRE 175 WATT MV
4" SQUARE ALUMINUM POLE
BY MWC LIGHTING
SANTA ANA, CALIFORNIA OR
APPROVED EQUAL
FINISHED GRADE
CONCRETE FOOTING AND BASE
_. �...... _ _ ....MDARD
NOT TO SCALE
GRAVEL BASE
BITUMINOUS CONCRETE
PAVEMENT
NOT TO SCALE
INSTALL HANDICAPPED INSTALL HANDICAPPED
,/— PARKING SIGN (NP.) � PARKING SIGN (NP.)
PAINTED
D
PAINTED
THIS SIGN TYPICAL AT
PARKING
ALL ACCESSIBLE PARKING
R7-8
SPACES
WIDE (TYP.)
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PAINTED UNIVERSAL
PARKING SPACES
HANDICAP SYMBOL
VAN
4' HEIGHT & CENTERED
AC CESSIBLE
12"x8"
PENALTY SIGN WITH
WORDING AS REQUIRED
12"x9"
BY STATE OR LOCAL LAW
"U"—CHANNEL
POST (2—lbs./ft.)
Z
4" PIPE BOLLARD PAINTED
.-. ...
TRAFFIC YELLOW, FILLED
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1
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OF CONCRETE
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P.C. CONCRETE
CU
a
ACCESSIBLE PARKING SIGN
N.T.S.
VAN ACCESSIBLE PARKING SIGN
NOT TO SCALE
2" OF 1" CRUSHED STONE
6" GRAVEL BASE
CRUSHED STONE SURFACE
NOT TO scuc
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is io i0
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SIDE ELEVATION
25'
2'-6" IN PAVED
AREAS
2 13/16"
PAVED SURFACE -
IN PARKING AREA
3" BIT. CONC.----,
LUMINAIRE 175 WATT MV
4" SQUARE ALUMINUM POLE
BY MWC LIGHTING
SANTA ANA, CALIFORNIA OR
APPROVED EQUAL
FINISHED GRADE
CONCRETE FOOTING AND BASE
_. �...... _ _ ....MDARD
NOT TO SCALE
GRAVEL BASE
BITUMINOUS CONCRETE
PAVEMENT
NOT TO SCALE
INSTALL HANDICAPPED INSTALL HANDICAPPED
,/— PARKING SIGN (NP.) � PARKING SIGN (NP.)
PAINTED
PAINTED
LINES, 3"
LINES, 3"
WIDE (TYP.)
WIDE (TYP.)
PAINTED UNIVERSAL
PAINTED UNIVERSAL
HANDICAP SYMBOL
HANDICAP SYMBOL
4' HEIGHT & CENTERED
4' HEIGHT & CENTERS
TYPICAL HANDICAP TYPICAL HANDICAP VAN
PARKING SPACE
NOT TO SCALE
STATE APPROVED
HANDICAPPED
PARKING SIGN
TO INCLUDE FINE AMOUNT
PAINTED GALVINIZED
STEEL PIPE BOLLARD
4" DIA. MINIMUM
FINISH
GRADE
BACKFILL
CONCRETE
BASE (18" SQ)
PARKING SPACE
NOT TO SCALE
KVdWAPM
PPAKM
00
STATE PERMR
I�flURED
HANDICAPPED PARKING SIGN DETAIL
NOT TO SCALE
DOUBLE SWING GATE
TIE WIRES AT 12" CENTERS
1-5/8"
3/8" TRUSS
RODS (TYP.)
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1/4"x3/4" STRETCHER
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M CUHAMINSLINK ENCLOSURE
VERTICAL SLATS
12"
15'x10' CONCRETE SLAB
(PITCH 1/4"/ft. TO REAR)
CHAIN LINK FENCE/DUMPSTER ENCLOSURE
NOT TO SCALE
GREEN SITE
DESIGN
—LLC -
317 Main Street Norwich, Connecticut
40. Date Revision (860) 892-1380 Fax (860) 886-9165
Project No.
Lot 10 & 11 Lombardi Business Park GSD -03
- Proj. Engineer
E.M.B.
B & W PAVING & LANDSCAPE & Date;
LOMBARDI BUSINESS PARK LLC 200-9
Sheet No.
Site Details
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INSTALL SILTFENCE
INSTALL INTERMEDIATE RIPRAP I I I I C
SPLASH PAD BETWEEN I I I I
FLARED END UNITS
INSTALL MIRAFI FW 300 INSTALLODIFlRA ED RIPSLOPE
GEOTEXTILES UNDER RIPRAP PAVING TO ELEVATION 222.0
• RIPRAP TO BE INSTALLED INSTALL MIR,4FI FN—_300 �
BELOW EXIST. GRADE &INFILL 6EOUTEXTILES UNDER RIPRAP� �
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CHANNEL BOTTOM
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PROVIDE EW ENGLAND WETLAND SLANTS
SEED MIX FOR EXISTING SWALE
20' a 20' 40•
SCALE: 1 "=20'
GREEN SITE
DESIGN
LLC
317 Main Street Norwich, Connecticut
(860) 892-1380 Fax (860) 886--9165
'
1 r7 1/09 STAFF COMMENTS
io. Date Revision
Lot 10 & 11 Lombardi Business Park
Project No.
GSD -03
Proj. Engineer
E.M.B.
B & W PAVING & LANDSCAPE &
LOMBARDI BUSINESS PARK LLC
Date:
t9
She No.0
2
WETLANDS CROSSING