SW7100908_APPROVED PLANS_20100930

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW���(��.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�j���
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YYYYM M D D

OWNER: EASTERN PRIDE, INC.
GENERAL CONTRACTOR - STOCKS AND TAYLOR
CONSTRUCTION, INC
PROPERTY SIZE 1.09 AC
- THE PROPERTY IS SHOWN ON FLOOD INSURANCE RATE
MAP 3720567500J, DATED MAY 15, 2003 AND IS LOCATED IN A SPECIAL FLOOD
HAZARD AREA (LOCATED IN SHADED ZONE AE);
SUMMARY OF SITE:
GENERAL BUILDING INFORMATION
BUILDING USE: COMMERCIAL - RETAIL
BUILDING SIZE: 9100 SF
BUILDING INF0:8498SF RETAIL
602 SF STORAGE
LOT SIZE 1.09 AC.
ZONING INFORMATION:
ZONING: 0&1
SETBACKS: MINIMUM BUILDING SETBACKS (UNLESS NOTED)
FRONT:30 FEET
SIDE: 8 FEET
SIDE CORNER: 15 FEET
REAR: 15 FEET
UTILITIES:
WATER LINE - CITY OF WASHINGTON
WASTEWATER - CITY OF WASHINGTON
WASTEWATER SERVICE: 4" GRAVITY SERVICE
WATER SERVICE: 1" SERVICE LINE
ELECTRIC SERVICE- CITY OF WASHINGTON
NATURAL GAS - PIEDMONT NATURAL GAS: 1: SERVICE
ALL NEW SERVICES SHALL MEET ALL
NC BUILDING CODE REQUIREMENTS
ALL EXISTING UTILITIES ARE SHOWN
BASED ON FIELD EVIDENCE
PRIOR TO ANY DIGGING NC ONE CALL SHALL
BE CALLED AND CONFIRM LOCATION AND SIZE
OF ALL EXISTING UTILITIES.
LANDSCAPING AND VEGETATION
BUFFER YARDS
A - & BUFFER YARD ALONG PERIMETER OF SITE
B- 6' BUFFER YARD ALONG EASTERN MOST PROPERTY LINE
D- 10' BUFFER YARD WITH 6' WOODEN FENCE ALONG RESIDENTIAL SIDE
BUFFER YARD A REQUIREMENTS 374 LF
20 SHRUBS / 100LF
BUFFER YARD B REQUIREMENTS 346 LF
3 EVERGREEN
TREES / 100BF ! 100 LF
BUFFER YARD D REQUIREMENTS 350 LF
YOUMETRE'OF
5 SMALL TREES / I GO LF
16 EVERGREEN SHRUBS / 10OLF
LANDSCAPE MAY BE REDUCED BY 50% IF FENCE IS INSTALLED
PARKING REQUIREMENTS
PARKING SPACES TO BE TYPICAL (9 FEET X 18 FEET) UNLESS
OTHERWISE NOTED
PARKING SPACES REQUIRED: 43
PARKING BUILDING CODE REQUIREMENTS: (1 SPACE PER 20D SF RETAIL)
PARKING PROVIDED TOTAL - 46
HANDICAPPED ACCESSIBLE - 2
HANDICAPPED ACCESSIBLE PARKING TO BE (2 EQUAL SPACES)
PER LOCAL CODE
PLANTING REQUIREMENTS:
O 75 SHRUBS BUFFER YARD A
10 EVERGREEN SHRUBS
+ O 10 SMALL TREES BUFFER YARD B
7 LARGE TREES
O 11 SMALL TREES
+ 28 SHRUBS FOR BUFFER YARD D
WITH A 6' WOODEN FENCE
A. LARGE TREE CATEGORY
B. SMALL TREE CATEGORY
CREPE MYRnE
C. EVERGREEN SHRUB CATEGORY
JAPANESE PRIVETTE
EAsdng Ferxwlg.
When there la an existing fence which creates a complete visual screen for at Waist
five (5) feet In height or an adioining property owners yard, and that fence extends along
a minimum of fifty (50) percent of the abutting yard In question as determined by the
Director of planning and Development then the developer may elect to use one of the
applicable aftemative buHeryards.
(1) Bufferyard D - mk*num width - ten (f0) feet; required pant materials per one hundred
(100) feet - two (2) large trees (minimum 70 percent evergreen); three (3) small trees;
and twenty-five (25) evergreen shrubs;
PROPOSED
1" WATER METER_
W/BACKFLOW
PREVENTER AND
1" IRRIGATION TAP
W/ METER
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PROPOSED 1" GAS 4" SEWER SERVICE
SERVICE
BUFFER YARD D 10'
PROP. 6' WOODEN -
PRIVACY FENCE
EXIST.
MICHAEL A. SIMONE
IDB. 1518, P. 0664
ZONING RHD
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" HOUSE OF PRAYER DELIVERANCE MINISTRY
DB. 1726, P. 0831
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SITE PLAN D
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SCALE: V =20'
N61' 57' 00.39"W
VICINITY MAP
Minimum Plant Size.
Unless otherwise indicated elsewhere in this Section, all plant materials shall meet the
following minimum size standards at the time of planting:
Planting Material Type Minimum Planting Size
Large Tree
Single -Stem 1 1/2 inch caliper
Multi -Stem Clump 6 feet in height
Small Tree 4 feet in height
Evergreen Shrubs 1foot In height
(d) Spacing In Bufferyards C, D, E, and F.
Bufferyards C, D, E, and F are intended to create a complete visual screening year round.
Therefore, proposed and existing vegetation should be spaced to accomplish this purpose.
No more than two (2) continuous feet of horizontal plane, as measured and viewed
perpendicular from the property line, may be void of vegetation at least six (6) feet in height
within ten (10) years of plantinG
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SHRUB PLANTING
NOT 10 go"
TREE PLANTING NAIL
WMW E
APPROVED ', > .
"i-''AROLINA ENVIRONMENTAL
VANAC! EMENTCOMMISSION
!L S!')N OF WATER QUALITY
s0_L—
EXPRESS
SEP 21 201(l!
NC DENR
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OFESSIONAL SEAL
ARp1 •,
SEAL
20212
PAUU00 ENGINEERING SERVICES,
LICENSE NO. P-0530
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
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10008
1"=20'
No.
CM001
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DRAINAGE NOTES
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TOTAL SITE AREA DISTURBED =1.09AC
TOTAL DRAINAGE AREA = 1.14AC
TOTAL IMPERVIOUS AREA = 0.76 AC
% IMPERVIOUS = 66%
THERE IS OFFSITE WATER DRAINING ACROSS THIS PROPERTY.
SEE DETAIL SHEET FOR CROSS SECTION OF THE BID RETENTION POND
PRIOR TO FINAL CONSTRUCTION OF THE BID RETENTION POND ALL
DISTURBED AREAS NEED TO BE STABILIZED.
THERE ARE NO WETLANDS ON THIS PROPERTY.
EROS
1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN
APPROVAL.
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES
AS INDICATED ON THE DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS.
3. ONCE EROSION CONTROL DEVICES ARE INSTALLED, BEGIN
CONSTRUCTION OPERATIONS.
4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING
CONSTRUCTION. INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND
CLEAN OUT RAPS AND /OR CHECK DAMS WHEN HALF FULL,
5. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION
CONTROL DEVICES AS INDICATED ON THE DRAWINGS, CALLED FOR IN THE
SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER.
6. SEED AND MULCH DISTURBED AREAS WITHIN FIFTEEN (15) WORKING DAYS:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE
TIME FRAME.
7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY HE ENGINEER.
UPON APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION
DEVICES, DRESS OUT AREA AND SEED AND MUCH. PERMANENT EROSION
CONTROL DEVICES SHALL BE INSTALLED AND APPROVED BY ENGINEER.
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 4INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF APPLICABLE.
RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND
MIX WITH SOIL.
CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM. REASONABLY UNIFORM
SEEDBED 1S PREPARED 4 TO 6 INCHES DEEP.
SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER
60% DAMAGED, REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
NOTE:
CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS
DISTURBED DURING CONSTRUCTION OPERATIONS, INCLUDING ANY DISTURBANCE TO
THOSE AREAS THAT WERE SEEDED DURING PREVIOUS WORK.
- THE PROPERTY IS SHOWN ON FLOOD INSURANCE RATE
MAP 3720567500J, DATED MAY 15, 2003 AND IS LOCATED IN A SPECIAL FLOOD
HAZARD AREA (LOCATED IN SHADED ZONE AE);
ALL SPOT ELEVATIONS ARE OF TOP OF CURB UNLESS OTHERWISE NOTED
CONTOURS ARE SHOWN IN V INCREMENTS
BIO RETENTION SCHEDULE
AREA NUMBER
1
DISTURBED AREA AC
1.09
IMPERVIOUS AREA
0.76
TOTAL DRAINAGE
AREA
1.14
OFF SITE DRAINAGE
AREA
.05
1" ELEVATION VOL
50 .
EMERGENCY
SPILLWAY ELE
6.38
�—
VOLUME 1 YR 24 HR
EVENT
4911 CF
WATER QUALITY
VOLUME
3997
BIO RETENTION
SURFACE AREA AVG
4630 SF
►V
RIM = 7.96 i
INV OUT = 6.67
W/ INLET PROTECTION
r.
DA =0.21 AC
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1. Temporary Seeft
Dec. 1 -Apr. 15
Rye (Grain)
120
Kobe Lespedeza
50
Apr. 15 - Aug. 15
Getman~
40
Aug.15. Dec. 1
Rye (Grain)
120
Lime
3,000
FartM¢x
10.10.10
am
Mulch
Strew
4,00D
2. Permanent Seedng
P gain
i10esifi.Lm
Pouts/Am
Sept. 1 - Oct 31
Tall Fescue
200
Rye (grain)
25
L"ane
4,000
Fertpiier
10-10-10
1.000
Mulch
Straw
4,000
US 264
/ V CLASS B
1
1-----
--------------------
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1
MICHAEL A. SIMONE o0
1 DB. 1518, P. 0664
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�— — — .— — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — —
HOUSE OF PRAYER DELIVERANCE -MINISTRY
IDB. 1726, P. 0831
- THE PROPERTY IS SHOWN ON FLOOD INSURANCE RATE
MAP 3720567500J, DATED MAY 15, 2003 AND IS LOCATED IN A SPECIAL FLOOD
HAZARD AREA (LOCATED IN SHADED ZONE AE);
GRADING PLAN
SCALE: 1" =ZY
/
7_52
FLUME
CONCRETE FLUME Z
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OPENING W/
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RIP RAP OUTLET
PROTECTION
L= 5' DA= 0.39 AC
W= 5' 010=3.31CFS
CLASS B
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10 = CFS
75' TEMPORARY CHECK DAM
3'
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CI INLET PROTECTION
OUTLET PROTECTION
�� BIO RETENTION AREA
10'OVERFLOWWEIR CONSTRUCTION ENTRANCE
ELEVATION 6.39
N61. 5t 000.39"W
OWNER: EASTERN PRIDE, INC.
GENERAL CONTRACTOR - STOCKS AND TAYLOR
CONSTRUCTION, INC
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PROFESSIONAL SEAL
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20212
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PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
10008
1 a = 20r
Sheet No.
CiiiiiiiieO02
,

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NIX OF C-6' IRON TIP OF SLOPE OR PROPERTY _INC —,
EXTEND TO PRMERTY LINE WHIC EVER FINISHED GRADE
IS GREATER,
24' MIN. FROM THE F
WTTOI R DITCH -I
CIPPER SERVICE TUBING LENGTH AS REVS
BITCH
L NETER
METER STOP
/ B4
R[PfE�Hi1PpDRTS
MWSE SERVICE
BY OTFERS
\_KEEP LOW SLAP( METER NX TO BE FURNISHED AND INSTALLED BY UTILITY
O CONTRACTOR SERVICE SADDLES SHALL BE USED M
may, ALL WATER LINES 4'AND SMALLER.
SERVICE SADDLES SHAD. ALSO BE USED ON 6' AND LANCER
SERVICE SADDLE PVC WATER MANS WHICH W NDT MEET THE REOWRIONENTS
OF AWWA C-900, MASS 151
If N1HUk COVER OVER SERVICE LINE SHALL BE 24'.
"ATER NAN MIER BOR SH NOT BE MSTA LED IN SLOPE OF DITCH.
1 3 4" - 1" WATER SERVICE DETAIL
-Scale'. To Scale:
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Ffat
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9 TYP. DRAINAGE SWALE
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TOP ELEV OF STORMWATER
1• FLOOD STORAGE ZONE FS WASHED
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(TOTAL BASIN CAPACITY)
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TOP OF POND
DITCH AND BURY
FILTER FABRIC FILTER FABRIC EDGE
WEIR LENGTH - 12' (MIN. 12" OF FABRIC)
3 OVERFLOW WEIR DETAIL
Scale: Not To Scale:
INSTALLATION OF NETTING AND MATTING
PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ANY MAT OR BLANKETTYPE
PRODUCT USED AS PROTECTIVE MULCH SHOULD PROVIDE COVER OF AT
LEAST 30 % OF THE SURFACE WHERE IT IS APPLIED. INSTALLATION IS
ILLUSTRATED BELOW.
1.APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. IF
OPENWEAVENETTING IS USED, LIME MAYBE INCORPORATED BEFORE INSTALLING
THE NET AND FERTILIZER AND SEED SPRAYED ON AFTERWARD.
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL
IT DOWN THE GRADE. ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT
WITHOUT WRINKLES -DO NOT STRETCH.
3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS
THAN 6 INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY. STAPLE THE NET
EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 FT AROUND THE EDGES
AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT
EDGES SHOULD BE OVERLAPPED 31NCHES AND STAPLED TOGETHER. EACH STRIP
OF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FT. DO
NOT STRETCH THE NET WHEN APPLYING STAPLES.
4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET.
OVERLAP THE END OF THE PREVIOUS ROLL 18 INCHES, AND SAMPLE EVERY 12
INCHES JUST BELOW THE ANCHOR SLOT.
MAINTENANCE
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR
RILL EROSION, DISLOCATION, OR FAILURE. WHERE EROSION IS OBSERVED, APPLY
ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED,
AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY
ESTABLISHED.
SHOWN ON PLANS y 4--1' MIN
SECTION THRU BASIN & FILTER
TOTAL BASIN CAPACITY
CLEAN BASIN WHEN MAXIMUM
LEVEL OF SEDIMENT IS REACHED.
IN CHANNELS, ROLL OUT STRIPS OF
NETTING PARALLEL TO THE DIRECTION OF
FLOW AND OVER THE PROCTECTIVE MULCH.
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ANCHOR NETTING
6-NCH THE CH.tN AAND OVERLAPPING.
IN STRIPS BY NCHORING
TEMP. DITCH LINER
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2' MIN.
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6" MIN.
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14 Check Dam Detail
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1�
#57 WASHED STONE PLACED TO A HEIGHT OF
12"-18" MIN. ABOVE TOP OF BOX
4 DROP INLET PROTECTION
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THE SOIL MEDIA TYPE, 1
CONSTRUCTION SEQUENCING THE SOIL MIX SHOULD BE UNIFORM AND FREE OF STONES,
THE DRAINAGE AREA TO THE CELL SHOULD BE STABILIZED STUMPS, ROOTS OR OTHER SIMILAR I
MATERIAL GREATER THAN 2 INCHES. IT SHOULD BE A 0- O)
BEFORE CELL CONSTRUCTION BEGINS IN ORDER 0_
d
TO PREVENT CLOGGING. FOR ROADWAYS DRAINING TO THE HOMOGENOUS SOIL MIX OF 85-88 PERCENT BY
VOLUME SAND (USDA SOIL TEXTURAL CLASSIFICATION), 12 � i Z W
CELL, THE SUBBASE COURSE (CRUSHER RUN) PERCENT FINES SILT AND CLAY), M p
( AND THE BASE COURSE LAYER OF ASPHALT NEED TO BE IN -0 W
AND 3 TO 5 PERCENT ORGANIC MATTER (SUCH AS PEAT MOSS) 0) o
PLACE PRIOR TO CELL CONSTRUCTION. IF FINES � W vi
GET WASHED INTO THE EXCAVATED CELL, THEY MUST BE SHALL BE USED. ADDITIONALLY, THE PHOSPHORUS CONTENT OF c r Y Q
THE SOIL MIX SHOULD BE LOW. SOIL MEDIA SHOULD 7
REMOVED BEFORE BUILDING THE CELL IN 01 y
ORDER TO RESTORE THE tNSITU SOILS PERMEABILITY. IT IS BE SENT TO NC DEPARTMENT OF AGRICULTURE INCDA] LABS TO m t
RECOMMENDED THE CELL MEDIA BE BE ANALYZED. THE P4NDEX FOR 0 V W I"
BIORETENTION SOIL MEDIA SHOULD ALWAYS RANGE BETWEEN W
COVERED WITH IMPERMEABLE PLASTIC DURING �
CONSTRUCTION. 10 AND 30, REGARDLESS OF THE TARGET Q
POLLUTANT (HARDY ET. AL., 2003 AND HUNT ET. AL., 2006). 0
ONCE B10 RETENTION AREA IS BEING CONSTRUCTED THE THE MEDIA SHOULD BE TESTED TO DETERMINE AN ACTUAL
CONTRACTOR IS TO CALL THE ENGINEER FOR INSPECTION DRAINAGE RATE AFTER PLACEMENT. THE
24 HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. OF THE UNDER DRAIN SYSTEM PRIOR TO BACKFIPERMEABILITY SHOULD FALL BETWEEN 1 AND 6 INCHES PER
HOUR, AND 1-2 INCHES PER HOUR IS a
PREFERRED. Q
Note: Use inlet protection to dissipate
energy and remove sediment (forebay,
stone/veg. filter strip, reinforced swale,
etc.) z Z
Grass, SOD W •.
Engineered fill media Grassed cells must be sodded and the sod must O O
not be grown In soil with an impermeable layer. } 0
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SIDE SLOPE o O U =•
NO GREATER THA HGL 1- VOL =5.8a ~ •_!E
3:1 12N i� TOP OF GF2AS3 = 5.00
.. ......
2' MIN
— } BOTTOM OF CELL = 3.00
immi
SHWT=0.461
BIO RETENTION DETAIL
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,
APMICAME AT ALL FOULS OF IMBIM A ERM OMx. WE tb SftetiaO. FIE4N7R ill = OI NE AB• ➢MELT 36' RCP
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NOTES -
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16 Construction Entrance
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2•-e'�BA1N16kPfZER.
ContrWiWn lolnrs ShOU. he pleatd at M' int.rYOU. Wh. }pin, ,Paatag of eatah
Dwain B.-in sAOB a. 5'. WherA 10, Curb s.Oltw, ale required )a be r Aa,
.'finer ramova & replacs the "fire ),Im ar I. sW & doss, A mPdnwm of 5'- of
a Yb to M.."t rerawaiv mffort.
2. .toIm tpasing may Us. Rowse if '040114 by t+. city FAQUHtr
3. Canrresti.A to it n be .IR4004 by Me a- at t,mpfoMS W fWANNI by ellier
aaprm,e m.fh.A. Where .t.h jairds are e l farmed by bmPjf a, , mfNmwa
"aNt of. 1 1y2 ,hail DR .b alAto..
4 Mt c"ySfn,RUort pint shalt M rifted with joint tifer am has appDyd: jafot ,Rate':
See RRseTfcaiians section -0BMO0.
5. £xponsron [aims tHao as spaced at SO' INr.H,, mW adjacem to ail rlow obt.vif.
6 Ca P"'t. I. ba a ,imm.m at SAW -P51 • M days: at, "rr,A d.
t. Ste°. jdhia >HtDn li.kfilfiag or pafarmtng a�OR.n! apNatipAf..
1 TYPICAL CURB AND GUTTER
1 G Sete: Not To Scale:
24 STOP POST
O 7'-6„
OD N
FENCE TO MEET
TOWN STANDARDS
O O
TT
DOUBLE GATE W/
WHEEL SUPPORTS
i � I
i
—6" REINFORCED
CONCRETE PAD - 3000 P.S.I.
A ASPHALT
PAVEMENT
PLAN NOTE:
6X6/6-6 STOP POST AND FRONT
STEEL MESH BOLLARDS SHALL 6"
STEEL PIPE, CONCRETE
FILLED. THE EXPOSED
�LEI LENGTH SHALL BE 4' ABOVE
Co —#6 BAR GROUND WITH A BURY
`rl f DEPTH OF 3'. POSTS SHALL
• y VERTICALLY LEVEL IN AN
18" DIAMETER HOLE BACK R
WITH 3000 PSI CONCRETE.
6" AGGREGATE
g° I BASE COURSE
SECTION A —A
17 DUMPSTER PAD DETAIL
Scale: Not To Scale:
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PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
pespReCembargmaN.corn
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10008
Scale: NTS
Sheet No.
Ciill,,o0031
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