NCC222911_Site Plan or Location Map_20220815

WN
cV
cV
C)
cV
\
cV
0)
0)
Od
O
z
I
C)
C)
cV
cV
1-10
Ln
0)
L
r)
Q)
L
U
qq
0
I
cV
1-10
qq
C)
C)
cV
N
C)
1-10
LU
O
r
I
A
r
0
VICINITY MAP
SITE INFORMATION
0-
DEMOLITION NOTES:
1. ALL DEMOLITION, TRANSPORT, AND DISPOSAL OF WASTE MATERIALS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE TOWN, COUNTY,
STATE, AND FEDERAL REGULATIONS.
2. REGULATED MATERIALS SUCH AS ASBESTOS, LEAD, ETC. MAY EXIST ON SITE AND SHALL BE IDENTIFIED AND A PLAN FOR DEMOLITION
AND DISPOSAL PRESENTED TO AND APPROVED BY THE TOWN AND OWNERS PRIOR TO COMMENCING DEMOLITION ON
CORRESPONDING STRUCTURES.
3. THE LOCATIONS OF ALL EXISTING FEATURES SHOWN ON THIS SHEET WERE PROVIDED AS PART OF THE SURVEYS BY WETLAND
SOLUTIONS, LLC DATED MARCH 27, 2022. OTHER UNIDENTIFIED UTILITIES OR SITE FEATURES, ESPECIALLY RELATED TO EXISTING
STRUCTURES, MAY EXIST AND SPECIAL CARE SHALL BE EXERCISED DURING ANY SUBGRADE WORK OR DEMOLITION.
4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE NCDOT AND OR LOCAL RIGHTS -OF -WAY. ANY
DAMAGED INFRASTRUCTURE IN THE RIGHTS -OF -WAY CAUSED BY CONSTRUCTION ACTIVITIES MUST BE REPAIRED TO NCDOT AND/OR
LOCAL STANDARDS. THIS INCLUDES, BUT IS NOT LIMITED TO UTILITIES, SIDEWALKS, CURB & GUTTER, AND PAVEMENT.
S. CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL PLAN PRIOR TO ANY WORK WITHIN THE NCDOT RIGHT-OF-WAY.
6. ALL UTILITIES TO BE REMOVED, DISPOSED OF, AND/OR ABANDONED PER THE CORRESPONDING SERVICE PROVIDERS GUIDELINES.
7. CONSTRUCTION WASTE SHALL NOT BE BURIED ON SITE.
GRADING NOTES:
1. EXISTING TOPOGRAPHY & SITE CONDITIONS SURVEYED BY CAWTHORNE, MOSS & PANCIERA DATEMAV 12, 2022.
CURRENT OWNER.
POWELL WILLIAM H. TRUSTEE
OWNER ADDRESS.
244 MALONE ST
HOUSTON, TX 77007
MAPN.
0412 02013
PROPERTY ADDRESS. HWV 158 BUSINESS
HENDERSON, NC 27537
JURISDICTION.
VANCE COUNTY
COUNTY.
VANCE COUNTY
STATE.
NORTH CAROLINA
REFERENCE.
DB - / PG -
PARCEL SIZE.
99.49 AC
WATERSHED:
C-NSW
RIVER BASIN.
TAR-PMALICO
STREAM NAME.
TABBS CREEK
WATER PROVIDER:
SEWER PROVIDER.
LEGEND & NOMENCLATURE
LINETYPES
NOTES SYMBOLS
ABBREVIATIONS
SYMBOLS
- X
Ex. Fence CE
Construction Entrance/Exit
ERB
EXISTING REBAR FOUND TP
TELEPHONE PEDESTAL
Drainage inlet (w/grate)
NRB
NEW REBAR SET TVP
TELEVISION PEDESTAL
- W
Ex. Waterline DD
Temporary Diversion Ditch
EIP
EXISTING IRON PIPE OR PIN FOUND UP
UTILITY POLE
NIP
NEW IRON PIPE OR PIN SET WM
WATER METER
Light Pole
SS
Ex. Sewerline
PD
Permanent Diversion Ditch
ESF
EXISTING STONE FOUND WV
WATER VALVE
G
Ex. Gas
EAF
EXISTING IRON AXLE FOUND WS
WATER SPIKET
0
Water Meter
IP
Inlet Protection
EMN
EXISTING MAGNETIC NAIL FOUND
OH E
Ex. Overhead Electric
NMN
NEW MAGNETIC NAIL SET
Water Valve
- T
Ex Telephone SB
Slope Blanket
ECS
EXISTING COTTON SPINDLE SPIKE FOUND
NEW SPINDLE SPIKE SET
Fire Hydrant
LSD �
Ex Storm Drain SF
Silt FenceY
ESS
EXISTINGRAILROADSPIKEFOUND
STABILIZATION
TIMEFRAMES
NRS
NEW RAILROAD SPIKE SET
SF
Silt Fence FO
Silt Fence Outlet
ECM
EXISTING CONCRETE MONUMENT FOUND
Straw Wattle
LD
Limited disturbance
NCM
NEW CONCRETE MONUMENT SET
Silt Fence Outlet
Site Area Description
Stabilization
Timeframe Exceptions
SW
Straw Wattle (12" see details)
ENL
EXISTING NAIL FOUND
SD
Pro storm drain
P•
TS
Temporary Seeding
NNL
CP
NEW NAIL SET
COMPUTED POINT (NOT ON THE GROUND)
Inlet Protection
& Gravel
Perimeter dikes, swales,
ditches and slopes
7 days
None
SS
Prop. Sewerline
CPM
COMPUTED POINT AT LEANING ECM
(Block or
PS
Permanent Seeding
CPP
CORRUGATED PLASTIC PIPE
Hardware Cloth)
G
Prop. Gas
CL
CENTERLINE
High Quality Water (HQW)
7 days
None
OHE
Prop. Overhead Electric TP
Tree Protection Fence
CO
CLEAN OUT
W1re-- W2
Outlet Protection/
Zones
ETB
ELECTRIC TRANSFORMER BOX
ra Pool Ri a
Plun 9 P P
W
Prop. Water C�
Concrete Washout Area
FH
FIRE HYDRANT
If slopes are 10' or less in length
IV
IRRIGATION VALVE
®
Impermeable Liner
Slopes steeper than 3.1
7 days
and are not steeper than 2:1, 14
Extents of Clearing/ ®
Silt Bag Dewatering
MBL
MINIMUM BUILDING LIMITS
days are allowed
New Tree Line
MHC
MANHOLE COVER
®
Curb Inlet
Existing Tree Line BM
Blanket MattingN/F
NOW OR FOMERLY
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50'
Baffles
OHL
OVERHEAD UTILITY LINE(S)
®
Bollard
in length
OP
Outlet Protection/Plunge Pool
PL
PROPERTY LINE
Diversion
R/W
SSL
RIGHT-OF-WAY
SANITARY SEWER LINE(S)
D
Manhole
All other areas with slopes
14 days
sy
None, except for perimeters and
�.
Temporary Slope Drain
flatter than 4:1
HQWZones
CONSTRUCTION SEQUENCE:
CONSTRUCTION PHASE 1, EC PHASE A:
1. THOROUGHLY REVIEW PLANS AND EROSION CONTROL NOTES PRIOR TO STARTING WORK.
2. OBTAIN EROSION AND SEDIMENT CONTROL (EC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) BEFORE ANY LAND DISTURBING
ACTIVITIES OCCUR. TIMBERING OR DEMOLITION ACTIVITIES ASSOCIATED WITH THE PROPOSED DEVELOPMENT OF THE SITE CANNOT BE
DONE WITHOUT EC PLAN APPROVAL. A HARD COPY OF BOTH PERMIT AND THE PLANS MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS
BOX, AND ACCESSIBLE DURING INSPECTION. THE COC CAN BE OBTAINED BY FILING OUT THE ELECTRONIC NOTICE OF INTENT (e-NOI)
FORM AT DEQ.NCGOV/NCG01. PLEASE NOTE, THE e-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED.
3. LOCATE A JOB SITE/ INSPECTION BOX IN A SECURE PLACE ON SITE TO PROVIDE A PLACE FOR INSPECTORS TO LEAVE INSPECTION
REPORTS, COMPLIANCE NOTICES, ETC. SITE PERSONEL SHOULD CHECK THE BOX DAILY FOR THIS CORRESPONDENCE. PROVIDE
CONTACTING INFORMATION WITH NOTE TO "CONTACT C3 DESIGN AND ENGINEERING AT 919-230-0996 IFANV ISSUES ARISE DURING THE
CONSTRUCTION". CONTRACTOR SHALL BE RESPONSIBLE FOR NCDENR REPORTING THROUGHOUT CONSTRUCTION. PER NPDES
REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS, PERMIT, CERTIFICATE OF COVERAGE, AND S&E PLAN ARE REQUIRED TO BE
MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT
THE BEGINNING OR ENTRANCE OF PROJECT.
4. SCHEDULE AND HOLD A PRECONSTUCTION CONFERENCE BEFORE STARTING ANY DEMOLITION, TIMBERING, CLEARING, OR GRADING
WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND
EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. NCDEQ INSPECTOR IS TO BE NOTIFIED AT
LEAST 48 HOURS PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES AT 919-791-4200.
S. INSTALL SILT FENCE, SILT FENCE OUTLETS, CONSTRUCTION ENTRANCE/ EXIT, AND BASIN AS SHOWN ON THE PLANS. NOTE, CONTRACTOR
SHALL INSTALL ADDITIONAL OUTLETS AS NEEDED WHERE LOW AREAS EXIST OR DEVELOPED SITE CONDITIONS CREATE PLACES FOR SITE
RUNOFF TO COLLECT / POND. ONLY CLEARING AND GRUBBING REQUIRED TO INSTALL THE EC MEASURES SHALL BE CONDUCTED AT THIS
TIME.
***NOTE - DO NOT CONDUCT GRADING ACTIVITIES OR SEDIMENT BASIN CONSTRUCTION DURING PERIODS OF WET WEATHER OR
PREDICTED WET WEATHER
6. CONTACT NCDEQ INSPECTOR AT 919-791-4200 IF REQUIRED BY THE PERMIT OR DISCUSSED AT THE PRE -CONSTRUCTION MEETING FOR
INSPECTION OF THE INITIAL EROSION CONTROL MEASURES. CONTACT NCDEQ INSPECTOR AT LEAST 48 HOURS PRIOR TO COMMENCING
THE LAND -DISTURBING ACTIVITY.
8. INSTALL INITIAL DIVERSIONS TO BASINS (INCLUDING MATTING) PER THE GRADING PLAN, THE DITCH/DIVERSIONS LINERS ARE TO EXTEND
TO THE TOP OF THE BANK REGARDLESS OF LENGTH OF SLOPE. SEE C-1.2A AND C-1.2B FOR DITCH/DIVERSION SCHEDULE.
A O L GLU CLEARCLEARM46 AL41D DEMOLITION ACTIVITIES FOR THE SITE.
�j CONSTRUCTION PHASE 1, EC PHASE B AND C.
10. BEGIN EARTHWORK AND EXCAVATION ACTIVITIES TO ACHIEVE THE PROPOSED GRADES SHOWN ON THE PLAN. ANY BORROW MATERIAL
BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR ANOTHER APPROVED SOURCE. ANY SOIL WASTE THAT LEAVES
THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION SITES WITHOUT ADDITIONAL
PERMITS UNDER NCGS 74-49(7)(d). DISPOSAL AT ANY OTHER LOCATION WOULD HAVE TO BE INCLUDED AS A PERMIT REVISION FOR THIS
APPROVAL.
***NOTE - DO NOT CONDUCT GRADING ACTIVITIES OR SEDIMENT BASIN CONSTRUCTION DURING PERIODS OF WET WEATHER OR
PREDICTED WET WEATHER
11. UPDATE/EXTEND/RELOCATE DIVERSIONS (INCLUDING MATTING) AS CONSTRUCTION ADVANCES PER THE GRADING PLAN, THE
DITCH/DIVERSIONS LINERS ARE TO EXTEND TO THE TOP OF THE BANK REGARDLESS OF LENGTH OF SLOPE. SEE C-1.2A AND C-1.2B FOR
DITCH/DIVERSION SCHEDULE.
12. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION
DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
13. TEMPORARY SEED AND MULCH ALL AREAS DISTURBED WITHIN MINIMUM REQUIRED TIMEFRAME SEE TEMPORARY SEEDING SCHEDULE
AND THE STABILIZATION TIMEFRAME NOTED ON C-2.2 AND C-2.3. PER NPDES PERMIT, "GROUND STABILIZATION WILL BE APPLIED WITHIN
14 CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7 CALENDAR
DAYS". CUT, FILL, AND DIRT PILE SLOPES ARE TO BE TRACKED. ANY BARE SOILS BETWEEN THE DOWNSTREAM BASIN TOE OF SLOPE OR
DIVERSION DITCHES AND THE LIMITS OF DISTURBANCE ARE TO BE SEEDED, MULCHED, AND TACKED. ALSO, THE UP AND DOWNSTREAM
BASIN SLOPES SHALL BE COVERED WITH A SUITABLE RECP AFTER SEEDING.
14. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION PROPERLY. REFER TO THE EROSION
CONTROL DETAILS FOR SPECIFIC INSTRUCTIONS FOR EACH DEVICE. THE PERSON RESPONSIBLE FOR EROSION CONTROL IS ALSO
RESPONSIBLE FOR TAKING THE INITIATIVE IN INSPECTING AND MAINTAINING THESE DEVICES, • DO NOT WAIT FOR THE EROSION CONTROL
INSPECTOR TO POINT OUT THE NEED FOR MAINTENANCE REPAIRS. KEEP MUD AND DEBRIS OFF THE PUBLIC STREET AT ALL TIMES. IF MUD
OR DEBRIS IS TRACKED FROM THE SITE, USE A SHOVEL AND BROOM TO REMOVE IT IMMEDIATELY.
15. DURING THE COURSE OF CONSTRUCTION, IF THE SIGNIFICANT SEDIMENT IS LEAVING THE SITE DESPITE PROPER IMPLEMENTATION AND
MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN, THE PERSON RESPONSIBLE FOR THE LAND -DISTURBING ACTIVITY IS
OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION AND NOTIFY ENGINEER OF THE NEED FOR ADDITIONAL MEASURES.
16. ONCE SITE GRADING IS COMPLETE, PERMANENTLY STABILIZE ALL DISTURBED AREAS.
17. BEGIN EARTHWORK AND EXCAVATION ACTIVITIES TO ACHIEVE THE PROPOSED GRADES SHOWN FOR AREAS DRAINING TO SKIMMER
BASIN. ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR ANOTHER APPROVED SOURCE.
ANY SOIL WASTE THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION SITES
WITHOUT ADDITIONAL PERMITS UNDER NCGS 74-49(7)(d). DISPOSAL AT ANY OTHER LOCATION WOULD HAVE TO BE INCLUDED AS A
PERMIT REVISION FOR THIS APPROVAL.
***NOTE - DO NOT CONDUCT GRADING ACTIVITIES OR SEDIMENT BASIN CONSTRUCTION DURING PERIODS OF WET WEATHER OR
PREDICTED WET WEATHER
18. PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING AREAS PER THE PLANS. PERIMETER MEASURES MUST
BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. AFTER SITE IS PERMANENTLY STABILIZED, REMOVE ALL
TEMPORARY EROSION CONTROL MEASURES AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED
AND GROUND COVER IS NOT ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT SCMs UNTIL ALL
UPLAND AREAS ARE PERMANENTLY STABILIZED.
19. ONCE ALL UPLAND AREAS ARE STABILIZED, CALL EROSION CONTROL INSPECTOR FOR APPROVAL TO DECOMMISSION AND REMOVE THE
SEDIMENT BASIN PER DETAIL. CONTRACTOR SHALL USE A SILT BAG WITH A FLOATING INTAKE AND CONSTANTLY MONITORED WHEN
DEWATERING. IF SOILS ARE OVERLY WET AND UNABLE TO BE TRANSPORTED, CONTRACTOR SHALL PROVIDE A SUITABLE AREA ADJACENT
TO THE BASIN WHERE THE SOUPY SOILS CAN BE PLACED AND COMPLETELY SURROUNDED WITH SILT FENCE. SOILS SHALL BE DEPOSITED
HERE AND ALLOWED TO DRAIN/DRY UNTIL THEY CAN BE LOADED INTO A TRUCK AND HAULED AWAY OR USED ON -SITE.
20. REGRADE/FINE GRADE THE AREA WHERE THE BASIN WAS TO PROMOTE UNIFORM SHEET FLOW AND TO TIE TO EXISTING/SURROUNDING
TOPOGRAPHY. RESEED AND MAT/STABILIZE THESE AREAS AS NEEDED BASED UPON THE FINAL SLOPES IN THESE AREAS. INSTALL
RETAINING WALL AS SHOWN ON THE PLAN.
21. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE OF OCCUPANCY.
GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE
THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OF EROSION. ANY BARE SOILS BETWEEN THE DOWNSTREAM TOE
OF THE BASIN(S) AND/OR DIVERSIONS AND THE PERIMETER MEASURE WILL BE SEEDED AFTER SEEDBED PREP WITH SOIL AMENDMENTS,
MULCH AND TACK. ALL BARE SOILS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE THE CURRENT NPDES PERMIT OR, IF IT
IS IN A CRITICAL AREA, BY THE END OF THE DAY.
22. ONCE ALL AREAS ARE STABILIZED, CALL EROSION CONTROL OFFICER AT 919-791-4200 FOR INSPECTION AND APPROVAL TO REMOVE SILT
FENCE AND OTHER REMAINING EROSION CONTROL MEASURES.
23. PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING DISTURBED AREAS PER THE PLANS.
24. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN.
25. AFTER DLMR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT
DEQ.NCGOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE
CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
EROSION CONTROL NOTES:
1. THIS SITE IS SUBJECT TO VANCE AND GRANVILLE COUNTY REQUIREMENTS.
2. ALL EROSION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA DEPT. OF ENVIRONMENTAL QUALITY STANDARDS. THE CURRENT STATE STANDARDS AND SPECIFICATIONS CAN BE FOUND
AT. https.Ildeq.nc.govlabout/divisions/energy-mineral-land-resources/
energy -mineral -land -permit-guid ance%rosion-sediment-control-planning-d esign-manual.
3. ALL APPLICABLE LAWS AND REGULATIONS REQUIRING DUE CARE AND TREATMENT OF CONSTRUCTION RELATED SEDIMENT LADEN
RUNOFF SHALL APPLY AND BE STRICTLY ADHERED TO.
4. SILT FENCE OUTLETS HAVE BEEN SHOWN AT LOCATIONS WHERE IT APPEARS SITE RUNOFF WILL POND OR DRAIN TO. ADDITIONAL
OUTLETS SHALL BE PROVIDED AS NEEDED WHERE SITE CONDITIONS DIFFER AND STORMWATER PONDS DURING CONSTRUCTION.
S. ALL AREAS SHALL BE MULCHED OR OTHERWISE COVERED PER THE STABILIZATION CHART.
6. ALL SLOPES GREATER THAN 3.1 SHALL BE COVERED WITH NORTH AMERICAN GREEN (NAG) S150 OR APPROVED EQUAL. ALL OTHER
AREAS SHALL BE COVERED/MATTED AS SPECIFIED ON THE PLANS.
7. CONTRACTOR SHALL MAINTAIN AND REPLENISH THE CONSTRUCTION ENTRANCE AS NEEDED TO MAINTAIN EFFECTIVENESS AT
CLEANING TIRES OF CONSTRUCTION EQUIPMENT PRIOR TO EXITING THE SITE.
8. ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR ANOTHER APPROVED SOURCE.
ANY SOIL WASTE THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION
SITES WITHOUT ADDITIONAL PERMITS UNDER NCGS 74-49(7)(D). DISPOSAL ATANY OTHER LOCATION WOULD HAVE TO BE INCLUDED
AS A PERMIT REVISION FOR THIS APPROVAL.
U
a
I-�
U
r�] N
C V)
Ln
JI
UL)
O
Ln
✓ (� W
V
O
Q U
d
U�
W
o
^
N
U Z
J U
J
a
n z O I
FW-
UWn
I W �to ko
W W aOZN
0 Z�N
c�QQN Q)U Z
Q) � �0
j i v lfl
►�� OEM
� a %j Lr
�WmN
LO
ko
UFNO ,s�
ZaU
NOT FOR
�, C A
Z;
°- r
036242
3D-?,3
CONSTRUCTION
N
W
�
Q
0
\-0 I U-) I C I cn I N I-
C3 PROJECT #
22-004
REVIEW PROJECT #:
Z\-Z\-
SHEET #
C-1.1
2
P4