SW5220201_Plansheet - Cover Sheet_20220517

VICINITY MAP
NOT TO SCALE
S ITE
s�.
SCALE: 1 "=2,000'
0 2,000 4,000
US 64
SITE INFORMATION
N.C. 581,
SITE LOCATION:
...... SPRING HOPE, N.C.
TRACK ACREAGE:._
......71.83 Ac.
NUMBER OF LOTS: ...................
......185
LINEAR FOOTAGE OF STREETS:
.....10,358 LF
OPEN SPACEREQUIRED:..
......1 /35 Ac./LOT
1 /35 X 185 = 5.28 Ac.
OPEN SPACE/STORMWATER AREA: ......
...... 6.53 Ac.
DISTURBED AREA:.
......±65.0 Ac.
ZONE: ......................
...... R -8
TAX ID# .......
......2860 0025 8180
2860 1443 1572
DEED BOOK: ......
......3154
DEED PAGE:.._____
...174
MINIMUM BUILDING SETBACKS:
FRONT: ............................................
....25'
SIDE--------------------..
....10'
REAR: ..................
.... 25'
CORNER SIDE:.____
12.5'
MINIMUM LOT WIDTH:.
......80 FT.
MINIMUM LOT SIZE:.....
......8,000 SF
TOWNSHIP:.__
...... SPRING HOPE
COUNTY:........
...... NASH
RIVER BASIN: ........................
...........TAR-PAMLICO
ON -SITE SURFACE WATER AREA
.............0.03 Ac.
EX. IMPERVIOUS AREA:..... ......0.14 Ac.
PRO. IMPERVIOUS AREA: ......... ......22.38 Ac.
IMPERVIOUS AREA CALC:
STREET--... ......5.15
SIDEWALK ..-- ..... 2.37 Ac.
LOTS .....3,500 S.F. / LOT
14.86 Ac.
TOTAL IMPERVIOUS....- ......22.38 Ac.
GOVERNING AGENCIES --
PLANNING:
TOWN OF SPRING HOPE
118 W. RAILROAD STREET
P.O. BOX 87
SPRING HOPE, NC 27882
CONTACT MICHELLE COLLINS
252-478-5186
m. COLLINS@SPRINGHOPE. NET
PUBLIC WORKS:
TOWN OF SPRING HOPE
118 W. RAILROAD STREET
P.O. BOX 87
SPRING HOPE, NC 27882
CONTACT MICHELLE COLLINS
252- 478- 5186
m. COLLINS®SPRINGHOPE. NET
EROSION CONTROL:
NC DEQ - RALEIGH REGIONAL OFFICE
3800 BARRETT DRIVE
RALEIGH, NC 27609
CONTACT- BILL DENTON
[phone]
[e-mail]
Owner/Deve%per
Axiom Development, LLC
3739 National Dr.
Suite 105
Raleigh, NC 27612
Contact- Tom White
919.760.0101
twhite*pintailofs com
BRYSON S RIDGE
SUBDIVISION
SPRING HOPE, NORTH CAROLINA
MAJOR SUBDIVISION PERMITTING REVIEW SET - FEBRUARY 2, 2022
INDEX OF SHEETS
CE-01
CE-02
CE-03
CE-04
CE-05
CE-06
CE-07
CE-08
CE-09
CE-10
CE-11
CE-12
CE-13
CE-14
CE-15
CE-16
CE-17
CE-18
CE-19
CE-20
CE-21
CE-22
CE-23
CE-24
D-01
D-01a
D-02
D-03
D-04
D-05
D-06
D-07
CONSTRUCTION PLAT AREA ONE
CONSTRUCTION PLAT AREA TWO
STREET "A" AND STREET "I" PLAN + PROFILE
STREET "B" PLAN + PROFILE
STREET "B" + LINE A PLAN + PROFILE
STREET "C" PLAN + PROFILE
STREET "C" + LINE B PLAN + PROFILE
STREET "D" PLAN + PROFILE
STREET "E" PLAN + PROFILE
STREET "E" PLAN + PROFILE
STREET "F" PLAN + PROFILE
STREET "F" PLAN + PROFILE
STREET "G" PLAN + PROFILE
STREET "H" PLAN + PROFILE
DRAINAGE PLAN AREA ONE
DRAINAGE PLAN AREA TWO
GRADING PLAN AREA ONE
GRADING PLAN AREA TWO
INITIAL EC PLAN - PHASE 1
FINAL EC PLAN - PHASE 1
ROAD WIDENING PLAN
WET POND SCM #1 DETAIL
WET POND SCM #2 DETAIL
WET POND SCM #3 DETAIL
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
SITE NOTES AND DETAILS
WATER AND SEWER DETAILS
NCGO1 DETAILS
NCGO1 DETAILS
LIFT STATION DETAILS
STORMWATER RUNOFF MAP
(A) PreliminaryApproval
hereby certify that the subdivision plat as depicted hereon has been granted preliminary approval pursuant the Subdivision Regulations of the
Town of Spring Hope. Preliminary Approval is valid fora period of 12 months from the above date or as established under the vested rights
procedure, if applicable.
Ci vil Eric, ire a ering.
Stocks Engineering, P.A.
801 East Washington Street
P.O. Box 1108
Nashville, NC 27856
252.459.8196 (v)
Contact: Mike Stocks, PE
mstocksestocksengineering.com
Subdivision Administrator
Surveyinc,
Stewart -Proctor, PLLC
319 Chapanoke Road
Suite 106
Raleigh, NC 27603
919.37791855 (0
Contact- Herbie Proctor
General Notes:
1. TOPOGRAPHICAL DATA PERFORMED BY STEWART-PROCTOR, PLLC.
2. THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OF FIRMS HAVING
FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING,
ADJUSTING OR CONNECTING TO SAID FACILITIES. THE OWNER SHALL PAY ALL COSTS IN CONNECTION WITH
ALTERATION OF OR RELOCATION OF ANY EXISTING FACILITIES.
3. ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
4. ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD.
5. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE
DISPOSED OF OFF -SITE BY THE CONTRACTOR IN AN APPROVED SOLID WASTE LANDFILL.
6. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC
ONE CALL CENTER AT LEAST 72 HOURS PRIOR TO DIGGING ® 811. THE SURVEYOR HAS ONLY LOCATED
THE UTILITIES THAT ARE ABOVE GROUND AT THE TIME OF FIELD SURVEY. UNDERGROUND LINES SHOWN
HEREON ARE APPROXIMATE OR AS REPORTED BY VARIOUS RESPONSIBLE PARTIES. THE SURVEYOR DOES
NOT GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS AND PIPES ARE
LOCATED HEREON.
7. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS
IMPOSED BY LOCAL UTILITY, NCDOT, LOCAL MUNICIPALITIES.
9. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE TOWN OF SPRING HOPE SPECIFICATIONS AND
STANDARDS, LATEST EDITION. ALL WORK WITHIN NCDOT RIGHT-OF-WAY SHALL MEET THE SPECIFICATIONS
AND STANDARDS OF NCDOT.
10. ALL CONCRETE PIPE IS TO BE ASTM C-76, CLASS III WITH RAM-NEK, UNLESS OTHERWISE NOTED.
11. THERE ARE NO PORTIONS OF THIS PROPERTY LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAP
REFERENCE NO (3720286000j) DATED 11/03/2004.
12. ALL LOT DIMENSIONS SHOWN ARE APPROXIMATE. CONSULT THE BOUNDARY SURVEY FOR ACTUAL SITE
BOUNDARY INFORMATION
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO
NCDOT RIGHT-OF-WAY. ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL
CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION.
14. PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE PROJECT ENGINEER TO
INSPECT AND PROOF ROLL THE SUBGRADE. ANY STONE PLACED WITHOUT PRIOR APPROVAL WILL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR.
15. DESIGN/FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS
REPORT AND/OR TOPOGRAPHICAL REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR
GROUNDWATER CONDITIONS MAY BE DISCOVERED THAT WERE NOT REVEALED DURING THE INITIAL SOILS
INVESTIGATION. THEREFORE, THE OWNER/CLIENT IS TO BE AWARE THAT STOCKS ENGINEERING WILL NOT
AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A STREET OR PARKING LOT PAVEMENT
DESIGN UNLESS WE CAN BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS WHICH MAY
INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED TO, TESTING SUBGRADE AND BASE DENSITY, ENGAGING
THE DESIGN ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE OBSERVATION OF PROOF
ROLLING SUBGRADE AND BASE AT VARIOUS STEPS OF CONSTRUCTION, OPPORTUNITY FOR THE DESIGN
ENGINEER TO CALL IN A SOILS ENGINEER FOR CONSULTATION AND ADVICE, ETC. - STEPS WHICH TAKEN
ALTOGETHER WITH THE INITIAL DESIGN SHOWN ON THE PLANS, CONSTITUTE THE COMPLETE DESIGN OF THE
ROAD, STREET OF PARKING AREA (PRIVATE OR PUBLIC). THE DESIGN ENGINEER MUST BE GIVEN THE FULL
LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE CONSTRUCTION
PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE
CONSTRUCTION PROCESS IF THE OWNER'S/CLIENT'S DESIRE IS TO HAVE THE DESIGN ENGINEER STAND
BEHIND THE COMPLETED DESIGNED PROJECT.
16. ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT
SOD, SEED OR MULCH DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.
17. PROPERTY IS TO BE SERVED BY PUBLIC SEWER AND WATER.
18. NO TAPS SHALL BE MADE INTO THE EXISTING WATER SYSTEM WITHOUT PRIOR 48 HOURS TO THE SYSTEMS
OWNER. AN INSPECTOR FROM THE GOVERNING AUTHORITY MUST BE PRESENT AT THE TIME OF THE TAP.
19. REGULATORY SIGNS, STOPS SIGNS AND ADA SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY
REFLECTIVE MATERIALS.
20. ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF -SITE, UNLESS OTHERWISE
DIRECTED BY THE OWNER.
21. ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER AT THE FOLLOWING STAGES:
A. COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
C. FINAL INSPECTION WHEN ALL WORK IS COMPLETE.
22. THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
23. THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH.
24. CONCRETE SUB SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS.
25. ALL CURB AND GUTTER TO BE 30" VALLEY CURB AND GUTTER. ALL CURB AND GUTTER WITHIN NCDOT
R/W SHALL BE 30" STANDARD CURB AND GUTTER.
26. ALL CURB AND GUTTER AND SIDEWALK CONCRETE IS TO BE MINIMUM 3,000 PSI AT 28 DAYS, AIR
ENTRAINED.
27. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS INDICATED OTHERWISE.
28. CONTRACTOR TO FURNISH ALL PAINT STRIPING AND THERMOPLASTIC (AS REQUIRED BY NCDOT) AS SHOWN.
29. CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER
AND/OR OWNER. ANY CONCRETE THAT HAS NOT BEEN APPROVED BY THE ENGINEER AND/OR OWNER WILL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
30. CONTRACTOR SHALL SAW -CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND/OR CURB
AND GUTTER IS TO BE REMOVED.
31. THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE
INSTALLATION OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED.
A MINIMUM OF 24 HOURS NOTICE SHALL BE GIVEN TO THE INSPECTOR PRIOR TO COVERING PIPE OR
BLOCKINGS.
32. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD
CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND
ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL
IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS OR 12
INCHES, WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH
CONSTRUCTION.
33. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY
SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA,
FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON
CONCRETE TO BE CLASS AA
AIR ENTRAINED LOW SLUMP
4500 P.S.I.
. .
d.
d a
�' 4 •., d'
2'-6"
VALLEY CURB
NOT TO SCALE
"*a
BEFORE YOU DIG,
CALL
a0
NORTH CAROLINA
SINE CALL CENTER
www.ncocc.org
THE DRAWINGS. THE GOVERNING AUTHORITY, THE OWNER & STOCKS ENGINEERING ACCEPT NO
RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
34. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT
CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITHE THE
PROJECT. PREPARATION OF THE NECESSARY/REQUIRED AS -BUILT PLANS TO BE SUBMITTED TO THE
GOVERNING AUTHORITY AND ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH RELEASE OF BONDS.
35. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF
THE LOCAL GOVERNING AUTHORITY AND THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH
CONSTRUCTION PERMIT.
36. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST.
37. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH
THE TESTING OF THE WATER AND SEWER LINES REQUIRED BY THE GOVERNING AUTHORITY.
38. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO CONSTRUCT
THE PROJECT AS SHOWN ON THE PLANS.
39. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE AND ALL COST ASSOCIATED WITH PROVIDING A
PROFESSIONAL ENGINEER ON SITE IF REQUIRED, DURING THE CONSTRUCTION OF THE STORMWATER
MANAGEMENT FACILITIES, UNDERGROUND UTILITIES, ETC. AS REQUIRED, FOR AS -BUILT CERTIFICATION.
40. ALL GRASS, TOPSOIL AND 'BUILDING DEBRIS MATERIAL' DUMPED ONSITE SHALL BE REMOVED IN THE BASE
BID PRIOR TO PLACEMENT OF STRUCTURAL FILL MATERIAL.
41. ALL GENERATED WASTE SHALL BE DISPOSED OF OFF -SITE IN AN APPROVED LANDFILL LOCATION.
Additional Notes:
1. ANY DISCREPANCIES IN LAYOUT SHOULD BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO
CONSTRUCTION.
2. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. ALL DIMENSIONS ARE EDGE OF PAVEMENT UNLESS
NOTED OTHERWISE. IF DIMENSIONS NOT SHOWN, CONTRACTOR SHALL SUBMIT RFI AND NOT ATTEMPT TO
SCALE DIMENSIONS FROM DRAWINGS.
3. ALL MATERIALS, INSTALLATION, TESTING AND INSPECTION OF WATER AND SEWER UTILITIES TO MEET
CURRENT STANDARDS.
4. ALL STREETS NOTED AS "PUBLIC" SHALL MEET TOWN OF SPRING HOPE MINIMUM STANDARDS.
5. ALL LOTS TO BE SERVED BY PUBLIC WATER AND PUBLIC SEWER.
6. A 10' UTILITY, DRAINAGE AND ROAD MAINTENANCE EASEMENT IS RESERVED ALONG AND ADJACENT TO ALL
STREET RIGHT OF WAYS.
7. FLARED END SECTIONS ARE TO BE USED ON BOTH INLET AND/OR OUTLET ENDS OF STORM SEWER
UNLESS OTHERWISE NOTED.
8. FIRE HYDRANTS ARE TO BE INSTALLED AS SHOWN ON PLANS AND SHALL BE PLACED ON THE ROW LINE.
9. MAINTAIN MINIMUM 3' COVER FOR ALL WATER PIPE.
10. WATERLINE PIPE SHALL BE CLASS 50 DIP UNLESS OTHERWISE NOTED.
11. CORPORATION STOPS SHALL BE RATED A MINIMUM OF 300 PSI.
12. WHERE WATERLINE CROSSES:
12.1. SANITARY SEWER: WATERLINE SHALL CROSS ABOUT AND MAINTAIN 2'VERTICAL SEPARATION OR 10' OF
HORIZONTAL SEPARATION. IF THIS SEPARATION CANNOT MAINTAIN OR IF WATERLINE PASSED BELOW
THEN BOTH WATERLINE AND SEER LINE SHALL BE CLASS 50 DUCTILE IRON PIPE FOR A MINIMUM OF
10' EACH SIDE OF CROSSING.
12.2. STORM SEWER: WHERE WATERLINE CROSSES ABOVE MAINTAIN 1' VERTICAL SEPARATION. IF THIS
SEPARATION CANNOT BE MAINTAINED OF WHERE WATERLINE AND/OR SANITARY SEWER SHALL BE CLASS
50 DUCTILE IRON PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING.
13. ALL GRAVITY SEWER LINE IS SDR 35 PVC EXCEPT AS FOLLOWS: ALL SEWER LINE LESS THAN 3' DEEP OR
GREATER THAN 14' DEEP SHALL BE MINIMUM CLASS 50 DUCTILE IRON.
14. EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDERGROUND WORK SHALL BE RESPONSIBLE FOR
THE LOCATION OF ANY EXISTING UTILITIES IN THE AREA OF THEIR WORK. NOTIFY THE UTILITY LOCATOR
SERVICE (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT
EXISTING UTILITIES IN THE AREA MAY BE FLAGGED AND STAKED. CONTRACTOR SHALL USE ALL CARE
NECESSARY WHEN WORKING IN AREAS KNOWN OF SUSPECTED TO CONTAIN UNDERGROUND UTILITIES,
INCLUDING HAND DIGGING.
15. THE CONTRACTOR IS RESPONSIBLE FOR RELOCATION AND EXISTING UTILITIES THAT CONFLICT WITH THE
PROPOSED CONSTRUCTION. IN ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND REPLACEMENT
OF ANY UTILITIES, CURB AND GUTTER, PAVEMENT, ETC. THAT MAY BE DAMAGED DURING CONSTRUCTION.
DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OF THE ORIGINAL WORKMANSHIP. THE
CONTRACTOR SHALL FIELD VERIFY DEPTH OF THE EXISTING UTILITIES AND RELOCATE IF PROPOSED GRADING
CAUSES UTILITY COVER TO BE LESS THAN MINIMUM REQUIRED.
16. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER EACH RAIN EVEN AND
NECESSARY REPAIRS SHALL BE DONE AS REQUIRED.
17. STREET TREES ARE TO BE PLANTED AT REGULAR INTERVALS OF 40' WITH PREFERENCE THAT THEY BE
PLACED IN FRONT OF LOT LINES. STREET TREES NOT TO BE PLANTED INSIDE 10'X70' SIGHT DISTANCE
EASEMENTS AT ALL INTERSECTIONS. TREES NOT TO BE PLANTED DIRECTLY BEHIND CATCH BASINS OR
WITHIN 5' OF WATER METERS OR SEWER CLEANOUTS
18. ALL DRAINAGE EASEMENTS ON PRIVATE LOTS TO BE PRIVATE AND MAINTAINED BY THE HOA.
80.00'
25' MBSL
I I I I
I I I I
I I I I
I I I I
I o Im ml CD.
I
I LO Io of 'Lo I
I I I I
I I I I
I I I I
I I MBSL ---� L------
------J L - - - - - - - - -
10'U77LITY EASEMENT
---------[PWA-TER-__--SSETER M S co
RIW
STREET TREE
W.
SDR-21 WATER OFF BACK OF CURB)
(1.5'
SS M.H,@ r-------------
---------------SS--8" SDR 35 PVC SEWER
30' ROLL CURB
40'
7' GRASS STRIP
;,... t:. , -,w.r ..., ..•.:. •.. ',ter ........
RIW '"` ' S' SIDEWALK
TYPICAL LOT DETAIL
SCALE: 1 " = 50'
50' R /W
r� I
3 26' BB
1 5' 7' 30» 30»
1.5» SF9.5B (AT 80% BUILDOUT)
1.5» SF9.5B (CONFIRM WITH GEOTECH) SEE VALLEY CURB
2.0%� I 12
• 1/4F- DETAIL
CABC
3 COMPACTED SUBGRADE - PREPARE
IN ACCORDANCE WITH GEOTECHNICAL
REPORT.
RESIDENTIAL/LOCAL CROSS SECTION
NOT TO SCALE
3
5' 1
-2.0%
1�
3
•
orn
�00
xI
m "'
N
0 Lo
W
z
0
D_
12
0
U
0
Z_
W
W
Z_
0
z z
w
Cn
U
o
Ww
w
WV)
Z Z c0
O 00
�r-
r
� Z N
= U
<z
Z~ I.,_i
U) J
Ww=
oco
CO z
C ARo� ",,
HAEL S��G�`'•
/ Ia►3���
11-12-2,
COVER
SHEET
REVISIONS
5/3/22 - NCDEQ COMMENTS
5/6/22 - SPRING HOPE REV
5/13/22 - NCDEQ COMMENTS
FILE NO. 2021-028
HORZ. SCALE:
1"=100'
VERT. SCALE:
E
NONE
COVER
BUT GOD, WHO IS RICH IN MERCY, BECAUSE OF HIS GREAT LOVE THAT HE HAD FOR US, MADE US ALIVE WITH CHRIST EVEN THOUGH WE WERE DEAD IN TRESPASSES. YOU ARE SAVED BY GRACE! EPH. 2:4-5