SW7080809_APPROVED PLANS_20201009

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW2Qgay
DOC TYPE
❑ CURRENT PERMIT
IAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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NORMA J. KEEN EY TOP . CL1656LP MAfk5tb IS , Pb. 1�
LOT LOT 7 �I H' 44
MARSHES L16HT HOWSI 5` 511E5 LI60T HGTv1E6ITE6 —
P$. 163A, P6. IA2 P.. Imo, P6. 76
IV. SEDLEWATION EFi08M CONTROL NOTE$
1. PRIOR TO ANY LAND DISTURBING ACTIVITIES AND AFTER DELINEATION OF THE LIMITS OF
CLEARING, THE CONTRACTOR SHALL SCHEDULE A PRE -CLEARING MEETING ON THE SITE
WITH THE REPRESENTATIVE INDICATED IN THE SPECIFICATIONS INCLUDING THE OWNER,
CONSTRUCTION MANAGER, AND TOWN OF MANTEO PLANNING DEPARTMENT IN ORDER TO
IDENTIFY AND MARK SPECIFIC TREES WHICH ARE TO BE PROTECTED IN ACCORDANCE
WITH SECTION 3.38 OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
HANDBOOK.
2. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL HAVE
THE APPROPRIATE UNDERGROUND UTILITIES LOCATED.
3. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, EROSION AND
SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THE EROSION AND SEDIMENT
CONTROL AND THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT
PLANS SPECIFICATIONS.
4. THE LIMITS OF LAND DISTURBANCE SHALL BE MAINTAINED AS NOTED UNLESS
OTHERWISE APPROVED. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE
LIMITS OF LAND DISTURBANCE AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY
NOTED FOR PROTECTION ARE NOT ADVERSELY IMPACTED BY ANY CLEARING OR
CONSTRUCTION ACTIVITIES.
5. AREAS WHICH HAVE BEEN DESIGNATED IN THE PLANS TO REMAIN UNDISTURBED SHALL
BE IDENTIFIED PRIOR TO CLEARING. IN ADDITION TO SECTIONS SHOWN WHERE ALL
VEGETATION IS TO REMAIN, ADDITIONAL SPECIMEN TREES WITHIN AREAS DESIGNATED
FOR SELECTIVE CLEARING MAY BE SPECIFIED AND FLAGGED TO REMAIN. ANY SPECIMEN
TREES DAMAGED SHALL BE REPLACED IN KIND.
6. EVERYTHING WITHIN "PROJECT LIMITS" ESTABLISHED BY LIMITS OF DISTURBANCE SHALL
BE CLEARED UNLESS NOTED TO REMAIN. CONTACT THE ENGINEER IF UNCLEAR. ALL
CLEARED AREAS SHALL BE GRUBBED AND LEVELED. ALL REMOVAL AND DISPOSAL
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED BY THE
CONTRACTOR TO AN OFF SITE LOCATION.
7. EXPOSED SWALES, DITCHES, DIKES OR SIMILAR SLOPES, SLOPES WITH SIDE SLOPES
STEEPER THAN 3:1, OR DISTURBED AREAS WITHIN HQ WATER ZONES SHALL BE
STABILIZED WITH A TEMPORARY OR PERMANENT GROUND COVER WITHIN 7 CALENDER
DAYS. EXPOSED EARTHEN AREAS SHALL BE STABILIZED WITH A TEMPORARY OR
PERMANENT GROUND COVER WITHIN 14 DAYS.
8. IF EXCESSIVE WIND EROSION OR STORM WATER RUNOFF DEVELOPS DURING TIME OF
CONSTRUCTION IN ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SAND OR SILT
FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE
DETAIL.
9. NO BURNING IS PERMITTED ON SITE (UNLESS OTHERWISE APPROVED BY THE LOCAL
FIRE MARSHALL, MUNICIPAL AGENCY OF JURISDICTION AND THE OWNER).
10. NO BORROW PERMITTED FROM THE SITE.
11. ANY OFF -SITE MATERIAL USED FOR GRADING FILL SHALL BE OBTAINED FROM A
PERMITTED BORROW PIT.
12. EXISTING SURVEY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM
SURVEY BY BALDWIN AND ASSOCIATES DATED DECEMBER 10, 2007 AND WITH UPDATED
ASBUILT DATA FROM THE CONSTRUCTION OF THE PROFESSIONAL ARTS BUILDING BY
ALBEMARLE & ASSOCIATES, LTD. ISSUED ON APRIL 6, 2010.
13. CONTRACTOR TO PROVIDE AS -BUILT TOPOGRAPHIC SURVEY OF ENTIRE SITE AT TIME OF
PL. H, S- 44 PL. H, 5L k4 �, 9660-19-50-96fi6 SUBSTANTIAL COMPLETION. INFORMATION REQUIRED INCLUDES CONTOURS AT 1'
9660-19 51-k239 I PPROPERry TY LINE
INTERVALS DISPLAYED AT 1 "=30' FOR DISTURBED AND UNDISTURBED AREAS.
r _ ® BRG4
_ - CH=654.76'1
39.24'45 E. — R 2228.D0. L=6S7.14' —
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I
COLLEGE OF THE ALBEMARLE INTENDS TO PAVE AND EXPAND THE EXISTING
GRAVEL PARKING LOT. THE SITE IS LOCATED ON 15.42 ACRES AT 205 SOUTH
US 64/ 264, MANTEO, NORTH CAROLINA. LESS THAN ACRE OF THE SITE IS TO
BE DISTURBED. CONSTRUCTION IS SCHEDULED TO BEGIN IN THE SPRING OF
2013.
THE SITE IS LEVEL, AND PREVIOUSLY DEVELOPED. MOST OF THE VEGETATION
ON THE SITE WILL REMAIN AS SHOWN.
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY/PERMANENT
VEGETATION ACCORDING TO THE SEQUENCE OF CONSTRUCTION.
L 8011-9
UPLAND SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF DARE COUNTY:
JOA JOHNS LOAMY SAND
IL CONSTRUCTION SEOUENCE.
• OBTAIN SITE PLAN APPROVAL
• OBTAIN STORMWATER MANAGEMENT PERMIT MODIFICATION
• FLAG OR STAKE WORK LIMITS
•• HOLD OyPRRE-CONSTRUCTION MEETING
PRAM W
• INSTALL TREE PROTECTION
• CLEAR LOT OF EXISTING VEGETATION AS SHOWN
• PLACE FILL MATERIALS
• CONSTRUCT NEW STORMWATER STRUCTURES AND NEW PAVEMENT
• SEED, FERTILIZE AND WATER DISTURBED AREA TO STABILIZE
PRELIMINARY ONLY
��_
N
MARSHES Lr?HT, LLL
Db. 1642, P6. 246
_ PL. e, SL. 75
-_•' SCATp PAFiC
00 POST
_ PORTION OF EXISTING
_LANDSCAPE BERM TO B-�
_ BE REMOVED
---- _ 49 e
_.: ._:.._ — —=. f.
SPECIES
RATE
K-31 FESCUE
3
LB/1000
SF
COMMON BERMUDAGRASS
1
LB/1000
SF
WINTER RYE GRAIN
3
LB/1000
SF
MAY 0 - .LY to PERMANENT CIO
SPECIES
RATE
K-31 FESCUE
3
LB/1000
SF
COMMON BERMUDAGRASS
1
LB/1000
SF
GERMAN MILLET
3
LB/1000
SF
rT-
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
80L AA4343MENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500
LB PER ACRE OF 10-10-10 FERTILIZER.
ML-CH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING WITH
50 LB/ ACRE NITROGEN.
WAFT M40
LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN HAS BEEN TAKEN
FROM RECORD DRAWINGS. EXACT LOCATION OF THESE UTILITIES IS
UNKNOWN. LOCATION OF OTHER UNDERGROUND UTILITIES IS UNKNOWN AND
HAS NOT BEEN SHOWN ON THESE DRAWINGS. A6 11 p���ILITIES
ENCOUNTERED SHALL IMMEDIATELY BE REPG11i@T [�j' 1F.�1 N�iyCTION
MANAGEMENT GROUP. a
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Y

WM NOTES
1. OWNER: DARE COUNTY
P.O. BOX 1000
MANTEO, NORTH CAROLINA 27954
2. PROPERTY DESCRIBED AS FORMER MANTEO MIDDLE SCHOOL LOT,
P.C. E, SL. 511 AND RECORDED IN D.B. 1642. PG. 267.
DARE COUNTY PIN: 9880 19 50 4644
PROPERTY ADDRESS: 205 S US HIGHWAY 64/264, MANTEO, NC 27954.
3. THE COLLEGE OF THE ALBEMARLE INTENDS TO PAVE AND EXPAND THE EXISTING GRAVEL
PARKING LOT ON THE SOUTH END OF THE CAMPUS.
4. PROPERTY LOCATED IN A FIRM ZONE AE(EL 8'), FIRM MAP NO. 3720988000J,
EFFECTIVE DATE SEPTEMBER 20, 2006. FLOOD ELEVATION (1% ANNUAL CHANCE) = 8.2'
(SUBJECT TO CHANGE BY F.E.M.A.)
5. SURVEY REFERENCES:
D.B. 1642, PG. 267 P.C. E, SL. 511
D.B. 72, PG. 525 P.C. G, SL. 75
D.B. 81, PG. 147 P.C. B, SL. 192
D.B. 1071, PG. 53 D.B. 1232, PG. 703
ALL OTHER SURVEY REFERENCES NOTED ON ADJACENT PARCELS.
6. ELEVATIONS SHOWN ARE REFERENCED TO NAVD 1988. ALL DISTANCES ARE HORIZONTAL
GROUND DISTANCES UNLESS OTHERWISE NOTED.
7. INFORMATION SHOWN HEREON WAS TAKEN FROM SURVEY BY BALDWIN AND ASSOCIATES
DATED DECEMBER 10, 2007 AND WITH UPDATED ASBUILT DATA FROM THE CONSTRUCTION
OF THE PROFESSIONAL ARTS BUILDING BY ALBEMARLE & ASSOCIATES, LTD. ISSUED ON
APRIL 6, 2010.
8. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND
ACCURATE TITLE SEARCH.
9. PROPERTY IS ZONED B2 - GENERAL BUSINESS PARKING LOTS ARE PERMITTED USES WITH
THE B-2 ZONE; COLLEGES AND UNIVERSITIES ARE A CONDITIONAL USE WITHIN THE B2
ZONE.
MINIMUM BUILDING LINES PER CURRENT ZONING.
SETBACKS ARE AS FOLLOWS:
FRONT - 15' (B-2) 50' (CORRIDOR)
SIDE - 10'
SIDE AT STREET - 15'
REAR - 20'
10. COVERAGE:
PROPERTY AREA: 671,663.44 SF (15.42 ACRES) (COORDINATE METHOD)
PROPERTY AREA OUTSIDE OF 36' DEDICATED RIGHT OF WAY: 648,967.03 SF
PROPERTY AREA WITHIN 36' DEDICATED RIGHT OF WAY: 22,696.41 SF
EXISTING COVERAGE: EXCLUDING R/W WITHIN R/W
MAIN BUILDINGS: 79,443.32 SF
ACCESSORY BUILDINGS: 4,758.57 SF
COVERED WALKS: 1,150.35 SF
ASPHALT/PARKING: 90,516.67 SF 13,753.31 SF
CONCRETE: 11,494.27 SF
SIDEWALKS: 15,223.40 SF 914.25 SF
GRAVEL : 18,309.63 SF
EXISTING TOTAL: 220,896.21 SF (34.0%) 14,667.56 SF (64.6%)
PROPOSED COVERAGE:
NEW PAVEMENT/PARKING: 23,857.66 SF
NEW SIDEWALKS 2,666.26 SF 302.88 SF
NEW COVERAGE TOTAL: 26,523.92 SF
GRAVEL TO BE REMOVED: 15-423.99 SF N/A
PROPOSED COVERAGE: 231,996.14 SF (35.7%) 14,970.44 SF (66.0%)
TOTAL INCLUDING SIDEWALKS 246,966.58 SF (36.8%) (ENTIRE SITE)
TOTAL EXCLUDING SIDEWALKS 227,859.79 SF (33.9%) (ENTIRE SITE)
TOTAL ALLOWABLE COVERAGE: 369,414.90 SF (55.0%)
11. PARKING CALCULATIONS:
1 SPACE PER 150 SF GROSS FLOOR AREA
FORMER MIDDLE SCHOOL (25,563 SF)*(1 SPACE/150 SF) = 170 SPACES
PROFESSIONAL ARTS BUILDING (22,612 SF)*(1 SPACE/150 SF) = 151 SPACES
SPACES REQUIRED: = 321 SPACES
SPACES PROVIDED:
WEST LOT 30 SPACES
PROFESSIONAL ARTS BUILDING AND LOT 17 SPACES
PROPOSED PAVING OF EX. GRAVEL LOT 61 SPACES
TOTAL PROVIDED: 108 SPACES
NOTE: PARKING REQUIREMENTS MAY BE ADJUSTED BY THE TOWN.
12. AREA TO BE DISTURBED - 41,230.86 ACRES (0.95 ACRE)
13. ALL DISTURBED AREAS SHALL BE STABILIZED WITH A COASTAL VEGETATION MIX AS
INDICATED ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND STATE
NCDENR PERMIT.
14. NO LIGHT CHANGES ARE PROPOSED FOR THIS SITE.
15. ALL SIGNS SHALL BE ERECTED, ALTERED AND MAINTAINED IN ACCORDANCE WITH THE
PROVISIONS IN ARTICLE 18 OF THE TOWN OF MANTEO ZONING ORDINANCE AND IN
ACCORDANCE WITH THE PROVISIONS OF THE ROANOKE ISLAND CORRIDOR COMMISSION.
16. DROP INLETS AND CURB INLETS SHALL CONFORM WITH NCDOT STANDARD DRAWINGS (840)
AND SPECIFICATIONS.
17. STORM WATER FROM PARKING AREAS WILL SHEET FLOW TO CURB INLETS AND/OR SWALES
AND CONVEYED TO CREATED WETLANDS LOCATED ALONG UPPOWOC STREET OR THE
EXISTING STORM SEWER.
18. CONTRACTOR SHALL CONTACT NC ONE CALL AT 1-800-632-4949 TO VERIFY ALL UTILITY
LOCATIONS.
19. THE DUMPSTER AREA WILL ACCOMMODATE (2) 8 C.Y. FRONT LOAD DUMPSTERS, THAT WILL
BE SERVICED BY DARE COUNTY. THE DUMPSTERS SHALL BE SCREENED IN ACCORDANCE
WITH THE TOWN OF MANTEO REQUIREMENTS.
20. THE CONTRACTOR SHALL PROVIDE A CERTIFIED AS -BUILT DRAWING FOR THE PROJECT. THE
DRAWING SHALL INCLUDE LOCATION AND ELEVATION OF ALL NEW AND EXISTING SITE
IMPROVEMENTS WITHIN THE PROPERTY BOUNDARY. THE AS -BUILT SHALL INCLUDE THE
GRADING OF ALL STORMWATER MANAGEMENT FEATURES.
BLFFER NOTES
1. PARKING LOT BUFFERS SHALL CONSIST OF EXISTING OR NEW SHRUBS AND TREES AT THE
LOCATIONS SHOWN ON THE PLANS. SHRUBS SHALL BE PITTOSPORUM, BUFORD HOLLY OR
LIGUSTRUM THAT SHALL BE A MINIMUM OF 24" AT TIME OF PLANTING. TREES SHALL BE LIVE
OAK, WILLOW OAK OR PECAN WITH A MINIMUM CALIPER OF TWO -INCHES.
2. PARKING LOT SHADE TREES SHALL BE PROVIDED AT 1 PER 10 PARKING SPACES
(61 SPACES = 6 TREES). SHADE TREES SHALL BE LIVE OAK, WILLOW OAK, OR HONEYLOCUST
(FRUITLESS / THORNLESS VARIETY).
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL BUFFERING. ALL
REQUIRED BUFFER AREAS SHALL BE MAINTAINED IN GOOD CONDITION SO AS TO PRESENT A
HEALTHY AND ORDERLY APPEARANCE AND SHALL BE KEPT FREE FROM REFUSE AND DEBRIS.
THIS INCLUDES, BUT IS NOT LIMITED TO, THE REPLACEMENT OF PLANTS DAMAGED BY INSECTS,
DISEASE, VEHICULAR TRAFFIC, AND VANDALISM.
4. AREAS DESIGNATED FOR THE PRESERVATION OF EXISTING VEGETATION SHALL BE MARKED ON
THE SITE AND INSPECTED BY THE ZONING ADMINISTRATOR AFTER INITIAL CLEARING.
5. ALL BUFFERING SHALL BE ERECTED, ALTERED AND MAINTAINED IN ACCORDANCE WITH THE
PROVISIONS OF THE TOWN OF MANTEO CODE OF ORDINANCES, ARTICLE 15.
(2) 24- /5 RERAR PINS
6'Lx5ix6'W PRECAST WHEEL STOP
+^^- ASPHALT SURFACE COURSE
NCDOT S-9.5A OR S-9.59
AGGREGATE BASE COURSE
NCDOT TYPE 'A'
(100% COMPACTION, AASHTO T180)
TOP B' SUBGRADE
(1005 COMPACTION, AASHfO 799)
NOTE CONFIRM ASPHALT PAVEMENT THICKNESS WITH GEDTECHNICAL REPORT.
PA/IMOLOTAADN/IIEELA PMAL
NIS
Y
18' CURB & GUTTER
W/ FLARE TO MATCH
GRATE
lx6 FENCING
ALTERNATING SIDES
6x6 POSTS -
2x4 WHALER ,
GROUND
PLAN VIEW
NCDOT PRECAST DRAINAGE
f- STRUCTURE (NCDOT 840.45)
SECTION VIEW
FAErA9f/
NIS
PLAN VIEW
H- 6' O.C.
1'-0'xl'-6'x.D80' ALUMINUM HANDICAP
PARKING SIGN. SIGN TO READ
'RESERVED PARKING' WITH
IDENTIFICATION SYMBOL, BOLTED TO -
STEEL TUBE WTIN 3/8- CADMIUM
PLATED BOLTS, NUTS AND WASHERS.
CORNER RADIUS: 1-1/2' (TYPICAL) -
4'x4' STYP POST -
NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE
SPACES SHALL BE IDENTIFIED BY
ABOVEGROUND SIGNS ONLY (SEE N.C.G.S.)
2. NEW SPACES SHALL NOT USE
GROUND -PAINTED SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE
STRIPED OFF ONLY; BLUE COLORING IS NOT
NECESSARY NOT REWIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT;
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.)
5. CONDITION 1: PEDESTRIAN PATH DOES NOT
PASS UNDER OR AROUND SIGN. CONDITION
2: PEDESTRIAN PATH GOES BY, UNDER, OR
AROUND SIGN.
6. STANDARD SIGN COLORS: BACKGROUND -
WHITE, LETTERING/BORDER - GREEN, FIGURE
- WHITE ON BLUE FIELD.
x_.� _plc•-_�����. •9_
PRELIMINARY ONLY
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CONCRETE
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NOIFS
1. ALL FENCE TO BE CCA TREATED
LUMBER
(APPROVED FOR GROUND CONTACT)
(AR£J1
2. ALL FASTNERS, HINGES, LATCHES OR OTHER
HARDWARE TO BE HOT DIPPED GALVANIZED.
If
■■■
3. 2' x 4' DIAGONAL BRACING TO BE
PROVIDED AT FENCE CORNERS.
5�
An
.35
NIS
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4.
rv..
.'PROPOSED 5'.
SIDEWALK
,.;
P
\
42
4
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3.90
396
o-�..�t
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S X _
JJ SIGNS
570 AA \ DI m"
X. INV.
12' HOPE
\ x�e x'b c
1/4-R TOOLED EDGE
1 #
4000 PSI CONCRETE
° 4x4 WWF
? i 3.85
8' UNLESS SUBGRADE (95% - '4� I <
J: -
OTHERWISE STANDARD PROCTOR)
SPECIFIED\�\�\ �\ \X a
A.I
LxA2' x�
NTS
' P' DW
1'
PAVEMENT x42 '
(SEE DETAIL) 50
12' :D 2R 2 _ xA� 40i
Eklj71
3000 PSIS/�\:\\.\\
CONCRETE /
STANDARD C" AAD ounE i I 4A
fA
NTS x 1tM �94
W. ORES
5' EXPOSED AGGREGATE CONCRETE SIDEWALK
Yl TOOLED RADIUS (UNLESS OTHERWISE SPECIFIED)
EX. GRADE
1/4 /
'i L, II (SEE NOTE 7) I 17/ FT. (7Yp)
'd 4' THICK
1/2'
COMPACT EXISTING
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
NOTES-
1. ALL CONCRETE SWILL BE 3,0DO PSI, 4' THICK, UNLESS NOTED OTHERWISE. DRIVE APRONS AND SIDEWALK AT DRIVEWAYS
(INCLUDING GRAVEL) SHALL BE 6' THICK CONCRETE SHALL BE PREPARED IN ACCORDANCE WITH ACI 211.1. ACI 301 AND
ASTM 094.
2. CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPACING. CONTROL JOINTS SHALL BE
SAWED.
3. EXPANSION JOINTS SHALL BE PLACED AT THE END OF EACH SECTION OF CONSTRUCTION INCLUDING THE LOCATIONS THAT
PAVEMENT ABUTS EXISTING PAVEMENT AND AT 30' INTERVALS. EXPANSION JOINT MATERIAL SWILL BE )¢' THICK AND CONFORM
TO ASTM D 1751,
4. LONGITUDINAL SLOPE SHALL NOT EXCEED 59.
5. A BROOMED SURFACE FINISH SHALL BE PROVIDED UNLESS OTHERWISE APPROVED BY THE OWNER.
6. TESTING SHALL BE PROVIDED BY THE CONTRACTOR.
7. REFER TO PLANS FOR SLOPE DIRECTION.
NIS
X"
NOT FOR
CONSTRUCT
PROPOSED SIDEWALK
(NOT IN CONTRACT)
412
EX PRIME
4.1
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16
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(SEE BUFFER NOTES) \ `#
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50 '.•.%yam "+H4, ," , 9 \ Q
X b \ EXISTING EVERGREEN ' 1 ' U
SHRUB BUFFER TO REMAIN W =
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PROPOSED LtW4 LNG PARKING LOT BUFFER SHRUBS`-
SW ALE T1'14'� (EVERGREEN) (75) O 6' O.C,' ° e ° Y ♦ W by
(SEE BUFFER NOTES) �.7 a O
X 22'
MATCHLO E - THIS SHEET X / / r / r ♦ / / / / e ♦ e / / J Y / / / J / Y a
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