20210630 Ver 1_Pre-Filing Meeting Request_20210325

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20210630
Version *
1
Fayetteville Regional Office - [phone]
Chad Turlington
Pre -Filing Meeting Request submitted 3/25/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Deborah Shirley
[e-mail]
Townsend Estates
Raeford Development Company (Attn: Dan Farrell)
Hoke
Street Address
645 Laurinburg Hwy
Address Line 2
City State / Rovince / Region
Raeford NC
Fbstal / Zip Code Country
28376 USA
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes (' No
Do you know the name of the staff member you would like to request a meeting with?
Chad Turlington
Please give a brief project description below and include location information. *

This project proposes the construction of a single-family residential
development including but not limited to, roadway infrastructure,
residential lots, utilities, and SCMs. This project is located at 431
Townsend Road in Raeford, NC and is approximately 27 acres.
Existing conditions onsite consists of wooded and agricultural land
along with three agricultural related structures on the property.
Specifically, there are three (3) perennial stream features and one
(1) wetland feature on the property. Townsend Road bounds the
property to the east.
Please give a couple of dates you are available for a meeting.
3/26/2021
3/29/2021
3/30/2021
3/31/2021
4/1/2021
Please attach the documentation you would like to have the meeting about.
1651-DESIGN-C3.0 G&EC.pdf 2.53MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
=5Wc C-.', c`Ttyf P r t y
Submittal Date 3/25/2021

I:\J&K Builders\1651 Townsend Estates\CIVIL 3D\DWG\1651-DESIGN.dwg • C3.0 G&EC • 3.25.2021 7:42:57 AM
LEGEND:
ECM® ECM -EXISTING CONCRETE
EiP Oa EIP-EXISTING IRON PIPE
EiR Oa EIR-EXISTING IRON ROD
EPK0
EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
a COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
- OPL - - - OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY SILT FENCE
- - - - SETBACK LINE OUTLET
ss SANITARY SEWER LINE .'
so STORM DRAINAGE
WATER LINE
OVERHEAD UTILITY
- - - - EDGE OF WATER
WETLANDS
PERMANENT EASEMENT '
X FENCE LINE
❑ ❑ WOODEN FENCE
TREE LINE V r
PP
• UTILITY POLE
C GUY WIRE rI
N WATER VALVE\III
AFIRE HYDRANT
tiYo SANITARY SEWER MANHOLE
- SF SILT FENCE
- DIV DIVERSION BERM
® EXCAVATED INLET PROTECTION
O INLET PROTECTION
EROSION CONTROL MATTING
CONNECT ROOF DRAINS FOR LOTS
19 & 20 TO YI 46
Know what's below.
Call before you dig.
NAG S75
STP.PAT.D
,RIP RAP DISSIPATER'
L=18' W=9/21'-
D50=8" DMAX=12 "'/ /j//�
CLASS 18" THICK , • ///199 -
26.00 LF © 1.00% 15" _RCP
26.00 LF © 0.69% 30" RCP
\
CI 3
55.49 LF © 0.99% 15" RCP
.106.61 LF ® 2.18% 8" HDPE 89,35 0-
- \.. 41
6,p0, 709
PERMANENT WET POND#1
WATER SURFACE: 205.50'
HIGH WATER (1 YR): 207.47'
HIGH WATER (10 YR): 210.25'
TOP OF POND: 212.20'
EMERGENCY SPILLWAY: 211.00'
INVERT OF POND: 200.00'
PERMANENT POND IS TO BE t \
%USED AS A TEMPORARY SEDIMENT -
-BASIN THROUGH CONSTRUCTION
v-� v- THEN CONVERTED TO A WET POND
UPON STABILIZATION OF THE SITE.RIP RAP DISSIPATER
". L=18' W=11/32' /
D50=10" DMAX=15"
CLASS B 23" THICK)
-2-212
15' WIER
D 50=8'
DMAX=12"
CLASS B
18" THICK
-i
-_i
-- • . _ ---------__________ i
-72.40 LF C� 1.67% 24' RCP / t
72.41 LF ©2.79% 36' Rl.r 1
CI 17 C� II 4� 1�64% 24" RC �II %
--771M -i-,-.
---\ \
71.53�F�r? 1.65% 24" RC$
. , ) //� '
INV 211.32
15 CI 4
17.00 LF 7.65%'
15" RCP•
36.77 LF 2.88% 15" RCP
52.00 LF © 0.69% 24" FRCP
73.18 LF © 3.39% 18" RCP
26.00 LF © 1.00% 15" RCP
CI 39
43.40 LF C�
_ 0.99% 18" RCP
51.92LFC�
1.00% 15" RCP \
•
CI 3 140.00 LF 0.93% 18" RCP
1.
TEMPORARY SKIMMER BASIN #1
L=264', W=98', D=12'
SIDE SLOPES= 3:1
TOP OF BASIN: 212.20'
BOTTOM OF BASIN: 200.00'
15' EMERGENCY SPILLWAY: 211.00'
INVERT OF SKIMMER: 205.50'
SIDE SLOPES OF BASIN ARE TO
BE SEEDED WITHIN SEVEN DAYS. _
""ATTACH A 3.0" FAIRCLOTH SKIMMER (OR EQUAL) r
WITH 2.7" ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION. v-
- . . . ,...„ , , , k
/v-
20' EMERGENCY SPILL Y \ ;\
WITH CENTIPEDE SOD \ \ ‘` \\ 4\
�`
�
POTENTIALLY JURISDICTIONAL STREAM, ��'�\ �
DO NOT DISTURB EXCEPT AS CALLED ,
FOR WITHIN THIS PLAN.
26.00 LF 0.81 % 18" RCP
BURNSIDE DRIVE
50' PUBLIC R/W
iu
CI 2-133.24 LF Co 0.94% 15" RCP CI 1
LIMITS OF CONSTRUCTION
22.8 AC
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
AND INLET PROTECTION DEVICES WHEN THE STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
PROPER BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
OR AT THE EARLIEST POSSIBLE POINT DURING
CONSTRUCTION.
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
LAND DISTURBING ACTIVITIES. 910-433-3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
WHEN TRACKING OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS,
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
OR OTHER MEANS. CONTROL EROSION FROM ALL
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
MUST BE NO LESS THAN FIVE FEET FROM THE
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
MORE THAN 24 HOURS.
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
CONTROL MATTING, AND/OR SODDING AND STAKING IN
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
AREAS TO BE PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
FINAL STABILIZATION AND PERMANENT VEGETATION HAS
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
APPROVE THE ACTION PRIOR TO REMOVAL.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
ACTIVITIES.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
PERFORMING WORK ON THIS PROJECT.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
90 CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
CONTROL MEASURES SHOWN AND ANY ADDITIONAL
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
THE COURSE OF CONSTRUCTION.
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
HEREIN.
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
ARISE ON SITE IS STEVE PHILLIPS. CONTACT
910-638-6102.
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
AND SLOPES
7 DAYS
NONE
HIGH QUALITY
WATER (HQW)
ZONES
7 DAYS
NONE
SLOPES STEEPER
THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR
LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
FLATTER
14 DAYS
7-DAYS FOR SLOPES
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
WITH SLOPES FLATTER
THAN 4:1
14 DAYS
NONE
(EXCEPT FOR
PERIMETERS AND
HQW ZONES)
OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCE, CHECK DAM, SEDIMENT BASIN, WHERE SPECIFIED.
CLEAR AND GRUB THE SITE AS NEEDED.
ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS REMAIN GRASSED.
INSTALL UTILITIES.
INSTALL ALL RIP RAP DISSIPATERS AND INLET PROTECTION
ON ALL NEW STORM WATER INLETS.
PERFORM FINE GRADING.
INSTALL AND PREPARE BASE COURSE.
PAVE ROADWAYS AND PARKING LOTS.
FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
AREAS.
UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
REMOVE ALL TEMPORARY MEASURES.
AFTER THE SITE HAS BEEN STABILIZED, REMOVE
TEMPORARY CHECK DAMS.
ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
TERMINATION OF COVERAGE UNDER THE NPDES GENERAL
STORM WATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST
BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF
TERMINATION (NOT). THE NOT IS AVAILABLE AT:
HTTPS: //EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION.
PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT
MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE
OF TERMINATION PROCESS.
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED
GRADE OF THE CURB, UNLESS OTHERWISE NOTED.
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES
SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
WITH THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
HAS BEEN COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
IN PROGRESS.
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TO IMPLEMENTATION OF THE CHANGE.
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
SUBSTITUTE.
13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF
THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED.
14. ROOF GUTTER DOWNSPOUTS SHALL BE TIED TO THE YARD
INLETS ON LOTS 19 &20.
15. STORM PIPE IS CLASS III RCP UNLESS SPECIFIED
OTHERWISE.
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS
AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A
PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE
SURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION
REPORTS AND NPDES SELF -MONITORING REPORTS, DWQ
AND DEMLR DEVELOPED A COMBINED FORM. THE
SELF -INSPECTION PROGRAM IS SEPARATE FROM THE
WEEKLY SELF -MONITORING PROGRAM OF THE NPDES
STORM WATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE
FOCUS OF THE SELF -INSPECTION REPORT IS THE
INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE
APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED
AFTER EACH PHASE OF THE PROJECT, AND CONTINUED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE
FORM CAN BE ACCESSED AT:
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT
[phone].
EXCAVATED INLET
tPROTECTI ON
TEMPORARY
CONSTRUCTION.
ENTRANCE
52.84 LF © 6.04% 18" RCP
INV IN: 225.42
INV OUT:222.23
SF. n
26.00 LF © 0.70% 15" RCP
%i5'y
INLET
/PROTECTION
CI 33./(TYP)
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
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4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
FINAL DRAWING
FOR REVIEW PURPOSES ONLY
PROJECT NAME
TOWNSEND
ESTATES
SUBDIVISION
GRADING AND
EROSION
CONTROL PLAN
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1651
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
MARCH 24, 2021
SHEET NUMBER
0-3.0