SW6130404_APPROVED PLANS_20130426

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW &��
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

�\ LIMITS OF GROUND /
1 DISTURBANCE
\ PR. INFILTRATION
BASIN �
°^eke--------------- McINNIS STREET 20'PuWcRight-of wa — — — — — — — — — — — — — — — — — O
N 75.12 W E 857.45'
qqA L T wit
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i BUILDING
1 PROPOSED ? ♦ ��`\' �j
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HAU L of FAYETTEVI LLE ez7� �� SHEET NAME
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STORAGE ADDITION
CO.0 CIVIL TITLE SHEET
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wnnw��i •P Q C1.0 CIVIL SITE PLAN
2346 GILLESPIE STREET, FAYETTEVILLE, NC 28306 00 , : °° c2.o GRADING PLAN (, of 2)
l C2.1 GRADING PLAN 2 OF 2
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C3.0 EROSION AND SEDIMENT CONTROL PLAN
m � �•t�Y=c h1i � r co J C3 1 EROSION AND SEDIMENT CONTROL
DETAILS
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C4.0 EXISTING DRAINAGE MAP
yl"{'•�ky a3. 3— e=..�v„`.+in* m. .°".";e � .ti. ,'1 W. ;y-aFL�' `� {�^4a,Y i'. ^�dY,, y'feR ..':. f9 . `" i N ?? P R. EQUIPMENT MENT :� � •
C4.1 PROPOSED DRAINAGE MAP
z ' SHUNTING
•1'
C5 0 WATER AND SANITARY UTILITY PLAN
PR. CANOPY N\ �Q
V
LIMITS OF GROUND
DISTURBANCE (TYP) %s'
p
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44
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BUILDING
k
PROPOSED
PR. C PY ;� ma.w
1,6M SF
y
fix,.;
Vmy
7 SHEET INDEX
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SUBJECT PROPERTY INFORMATION:
1. k
- zL' ' ,
€ -- _ _ _ _ — — wvy,►�rwy�r.rrwwrw�+yse ,Yr,.,. d S W36'5F W
Pii c'u as75rh►rr 1 31.05'
ANNI_rri M MIL Fra s1s1a'a3"w THE LAND REFERRED TO IN THIS
9.70 POLICY IS SITUATED IN CUMBERLAND
COUNTY, NORTH CAROLINA AND
DESCRIBED AS FOLLOWS:
BEING ALL OF THE PROPERTY OF
1 VICINITY MAP 4 PROPOSED SITE SCALE: 1"=60' TO A N ESTATE ACCORDING
TO A PLLATAT DDUULY RECORDED IN BOOK
OF PLATS 58, PAGE 90, CUMBERLAND
REDEVELOPMENT OF SITE INLCUDES CONSTRUCTION OF TWO (2) BUILDINGS, TWO (2) COUNTY REGISTRY.
CANOPIES (CARPORTS), AND ASSOCIATED INFRASTRUCTURE TO SUPPORT EXPANSION OF
EXISTING COMMERCIAL SERVICES. LEGEND BEING THE SAME PROPERTY SHOWN ON FIRST AMERICAN TITLE
SITE AREA 431153.55 SF, 9.898 ACRES TC TOP OF CURB pd —WATER VALVE —ROLLED CURB INSURANCE COMPANY COMMITMENT
BUA) TOTALS TD TOP OF LOADING DOCK d — WATER TEE — RIBBON CURB #NCS-550306—ATL HAVING AN
BUILT UPON AREA
( TP TOP OF PAVEMENT WATER MAIN REDUCER
EXIST 8.21 ACRES FS FINISHED SURFACE — HYDRANT �— PR. ASPHALT PAVEMENT EFFECTIVE DATE OF JUNE 15, 2012.
PROPOSED 8.44 ACRES FL FLOWLINE D.C.— FDC
PROPOSED GROUND COVER INCLUDES ASPHALT, CONCRETE, AND LANDSCAPED AREAS. TG TOP OF GRATE �.I.v.— PIV AGGREGATE GROUND
TOW TOP OF WALL ,. —VERTICAL BEND
STORM WATER BMP'S INCLUDE ONE (1) OPEN—AIR INFILTRATION BASIN FIG FINISHED GRADE * — HORIZONTAL BEND POROUS PAVERS WITH OWNER, DEVELOPER/APPLICANT
EP EDGE OF PAVEMENT OC.O.— CLEANOUT SAND FILTER
AREA OF LAND DISTURBANCE 206,764 SF, 4.75 ACRES RCENTERLINE ® —INLET
/W RIGHT—OF—WAY ----__ —STORM DRAIN COMPACTED GRAVEL AMERCO.
FF FINISHED FLOOR — WATER LATERAL SURFACE
PE PAD ELEVATION —.—.— — FIRE LINE REAL r inrl c°'�uw�
INV INVERT — SANITARY LATERAL 7.7.7.7.7.7.7.7.7.7. — LIMITS OF DISTURBANCE
AMERCO REAL ESTATE COMPANY
2727 NORTH CENTRAL AVE
PHOENIX, AZ 85004
P. [phone]
F. (602)-277-5824
2 PROJECT DESCRIPTION 5 LEGEND PROJECT MANAGER:
SAMANTHA KEATING
SAMANTHA_KEATI NG®UHAUL.COM
CIVIL ENGINEER:
ANDREW LASICH, P.E.
SAMUEL JACOBY, CFM
SAM—JACOBY®UHAUL.COM
r:;yuirad by c4o•Ln c1rW{ra
ruins rByuiro that tna sto n , s;st m cesigcsr
,i . ^zt during oonstrucrc,.;ham
and spats: and ce . • a e r.:!:':
�.
pENR-FRCS ui�3 �t J ��'..
3 1 16 1 181PROJECT TEAM
'u
GENERAL NOTES:
1. THIS PLAN IS BASED
ON TOPOGRAPHIC AND
BOUNDARY SURVEY
PREPARED BY J.F. CAIN
& ASSOC TEL. #
(910)-648-4509,
DATED JULY 2012.
REVISIONS:
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PROFESSIONAL SEAL:
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= SEAL =
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ARCHITECT LOGO:
AMERCO
REAL
M"= C f#U%NY
CONSTmmON DEPAR111ENT
2727 NORTH CENTRAL AVENUE
PHOENIX, ARIZONA 85004
P: [phone]
F. [phone]
SITE ADDRESS:
U-HAUL OF FAYETTEVILLE
2346 GILLESPIE STREET
FAYETTEVILLE, NC
SHEET CONTENTS:
CIVIL
TITLE SHEET
789029
DRAWN:
SA
Colo
CHECKED:
AML
DATE:
4.5.13
789029—C 1.dwg
1 \�8DIS1

Mon stake 20' Public Right-of-way
McINNIS STREET
---------------------------------------- a
! o? LC
2.42' --I'
1 g EXISTING BUILDING
1 8,484 SF t
2 9' 20.04'
2.13'
2
1 A
.04' �•
! 13 EXISTING BUILDING
1 10,133 SF t
2.41' �.
RIPRAP -SEE SHEETS C3.0
AND
C4.1 FOR ADDITIONAL DETAIL
N
75°12'38" E
857.45'
_ _
_ _
TN
co
co
of
rq
88.66
21.83' 1
33.84' `D
I OD
PR
CONC PR. CONC
/ o/�//�/
/_�//-'ill //, /�.'� �.',.� j/�� ♦ /
7/1
%i/ /
3' FLLtSH 327 SF 303 SF G EXISTING BUILDING
CURB 11,942 SF t • o
OPENING PROPOSED N 13.68' B 0
BUILDING
S 14 FFE= 205.50
8,272 SF ±
L PR. CONC
34 07'
� 1,061 SF -
! Y v 20.42'
C
e
0� PR. ASPHALT o O1
3,843 SF N
6 (n R 47 E 9 gN 21.27'
co
m 1 PARCEL _436-C'-5C22 Y/ -
j jj AME CO P;:aLES-ATE CO /� 1 7' --
E
EXISTING
BUILDING ?S
z 62' 3,213 SF `72
ro 83.92' 75.26' 1 .43'
°c3i 1 50'
CTI CD ! Dry D / 9 7
° TYP) 9.19,
o PR. ASPHALT 17.19'
cn 1 28,558 SF 4.97'
r C 7.96' ��56 . t C 4
k �
1 .
1
PRO D OPY K
PR OS NO
,539 f '00 F t
1
K
1 `r N
0Nj N
N N
40 40 40'_
1f� 0 95.38 h`2S
10' ��^^
I ! vJ
/44
i
P P
1: Q PROPOSED ft
! BUILDING
FFE=208.00
11,608 SF ± /
E /
i N /
! JCA /
- ---- --- 50' /
1 ♦ /
00
1
�. N 1� O) ^ O
! �7)
Lo o o L
---- - - - ---_�_ _ S 5 W
520.05-_a�__�_ __-_ _----_--®® v / 80°30 S,
----- 31.05'
PARCE_ 04 90-9378 S 76°49'11" W S 15°14'48" W
AN `E MILLER 10, 9 70'
Z �Ni� C3
1 I SITE PLAN
650 PSI FLEXURAL
5„
STRENGTH PORTLAND
CEMENT CONCRETE
COMPACTED CRUSHED
4 �--
���`- STONE
'
NON -YIELDING
SUBGRADE
ENT
2"
T
8„
1
SF9.5 MIX ASPHALT
COMPACTED CRUSHED
STONE
NON -YIELDING
SUBGRADE
R I ASPHALT PVMT SECTION
12°---1 R-1/4"
SURFACE MATERIAL
&DEPTH PER PLAN
77
18 >F Xx
`4:i.
AGGREGATE BASE
COURSE
S IVERTICAL CURB
0' 40'
-10' 10' 80'
SCALE: 1 "=40'
BUILT UPON AREA (BUA
CALCULATIONS:
PROPOSED BUA
ANALYSIS
TOTAL AREA
281,767
35,142
114,223
LANDSCAPED
20,154
12,732
30,618
AREA
PR. STRUCTURES
46,547
8,272
11,608
PR. PAVED AREAS
40,955
667
9,085
EXISTING BUA
174,111
13,471
62,912
TO REMAIN
TOTAL PROPOSED
261,613
22,410
83,605
BUA
EXISTING BUA ANALYSIS
TOTAL AREA
281,767
35,142
114,223
EX.
PERVIOUS
35,934
4,111
33,597
EX.
BUA
245,833
31,031
80,626
EX.
BUILDING
20,171
6,369
7,224
EX.
PAVEMENT
35,449
7,101
52,559
EX.
GRAVEL
188,170
17,561
16,440
EX.
WALK
2,043
0
4,403
BUA ANALYSIS
GENERAL NOTES:
1. ALL GRADES SHOWN ARE PAVEMENT/GROUND GRADES
UNLESS NOTED.
2. FOR EXACT BUILDING DIMENSIONS, SEE
ARCHITECTURAL PLANS.
3. UNLESS OTHERWISE NOTED THE TOP OF CURB IS
0.50' HIGHER THAN THE ADJACENT FLOWLINE (FL) OF
THE GUTTER OR PAVEMENT (P) ELEVATIONS SHOWN.
4. THE UNDERGROUND UTILITY INFORMATION AS SHOWN
HEREON IS BASED, IN PART, UPON INFORMATION
FURNISHED BY UTILITY COMPANIES AND THE LOCAL
MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED
TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS
CANNOT BE GUARANTEED NOR CERTIFIED TO.
KEYED
NOTES:
L.
CONSTRUCT
LANDSCAPED AREAS
(DESIGN BY
OTHERS)
M.
CONSTRUCT
INFILTRATION BMP,
A.
EXISTING ASPHALT
SEE SHEET
C4-2 FOR DETAILS
B.
EXISTING BUILDING
N.
CONSTRUCT
NEW BUILDING (BY
C.
EXISTING PAVEMENT MARKINGS
OTHERS)
D.
EXISTING ACCESSIBLE PARKING
0.
(NOT USED)
E.
EXISTING CONCRETE/SIDEWALK
P.
CONSTRUCT
CANOPY OVER
F.
EXISTING LANDSCAPING TO
GRAVEL SURFACE (BY OTHERS)
REMAIN
G.
CONSTRUCT CONCRETE
Q.
CONSTRUCT
PAVEMENT
H.
CONSTRUCT CONCRETE LOADING
DOCK
R.
MARKINGS
CONSTRUCT
ASPHALT
/b(305'
CURB AT TRUCK
I.
(NOT USED)
S.
CONSTRUCT
, µfa
J.
CONSTRUCT RETAINING WALL
WELL
c�
(DESIGN BY OTHERS)
K.
COMPACTED GRAVEL SURFACE
TO REMAIN
GENERAL NOTES:
1. THIS PLAN IS BASED
ON TOPOGRAPHIC AND
BOUNDARY SURVEY
PREPARED BY J.F. CAIN
& ASSOC TEL. #
(910)-648-4509,
DATED JULY 2012.
REVISIONS:
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PROFESSIONAL SEAL:
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= SEAL =
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ARCHITECT LOGO:
AMERCO°
REAL %I= OQMPANY
CONSMUCTION DEPARTMENT
2727 NORTH CENTRAL AVENUE
PHOENDX ARIZONA 85004
P: [phone]
F: [phone]
SITE ADDRESS:
U-HAUL OF FAYETTEVILLE
2346 GILLESPIE STREET
FAYETTEVILLE, NC
SHEET CONTENTS:
CIVIL
SITE PLAN
789029
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GENERAL NOTES:
1. THIS PLAN IS BASED
ON TOPOGRAPHIC AND
BOUNDARY SURVEY
PREPARED BY J.F. CAIN
& ASSOC TEL. #
(910)-648-4509,
DATED JULY 2012.
REVISIONS:
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PROFESSIONAL SEAL:
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ARCHITECT LOGO:
AMERCO.
RFAL W= oaI>► T•TY
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL AVENUE
PHOENIX, ARIZONA TiW
P: [phone]
F: [phone]
SITE ADDRESS:
U-HAUL OF FAYETTEVILLE
2346 GILLESPIE ST.
FAYETTEVILLE, NC
SHEET CONTENTS:
GRADING PLAN
(1 OF 2)
789029
DRAWN:
$ J J
C260
CHECKED:
AML
DATE:
4.5.13
789029—C2.dwg

GENERAL NOTES:
1. THIS PLAN IS BASED
ON TOPOGRAPHIC AND
BOUNDARY SURVEY
PREPARED BY J.F. CAIN
& ASSOC TEL. #
(910)-648-4509,
DATED JULY 2012.
REVISIONS:
CE
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PROFESSIONAL SEAL:
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ARCHITECT LOGO:
AMERCOo
PMALCMIMNY
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL AVENUE
PHOENIX, ARIZONA 85004
P: [phone]
F. [phone]
SITE ADDRESS:
U-HAUL OF FAYETTEVILLE
2346 GILLESPIE ST.
FAYETTEVILLE, NC
SHEET CONTENTS:
GRADING PLAN
(2 OF 2)
789029
DRAWN:
sii
2,1
CHECKED:
AML
DATE:
4.5.13
789029—C2-1.dwg

-- GL MCINNIS STREET 20' Public Right-of-way
10
01
SEQUENCE OF EROSION & SEDIMENTATION
CONTROL OPERATIONS:
ENFORCEMENT NOTE 1. FAILURE TO FOLLOW THIS CONSTRUCTION SEQUENCE MAY RESULT
IN LOCAL ENFORCEMENT ACTIONS, INCLUDING BUT NOT LIMITED TO CIVIL PENALTIES
TO MONETARY PER VIOLATION PER DAY, INJUNCTIVE RELIEF, CRIMINAL PENALTIES,
AND PERMIT REVOCATION. ADDITIONALLY, OFF -SITE SEDIMENTATION MAY RESULT IN
RESTORATION REQUIREMENTS.
ENFORCEMENT NOTE 2. IF THE CUMBERLAND COUNTY AND/OR STATE STAFF DETERMINES
THAT EXCESSIVE SEDIMENT IS LEAVING THE SITE, A REVISED SEDIMENTATION AND
EROSION CONTROL PLAN MAY BE REQUIRED, WITH ASSOCIATED REQUIREMENTS FOR
ADDITIONAL S&E MEASURES.
CONSTRUCTION SEQUENCE
1. SCHEDULE AND HOLD A PRE -CONSTRUCTION CONFERENCE PRIOR TO BEGINNING
ANY LAND -DISTURBING ACTIVITIES. THIS CONFERENCE SHOULD BE ATTENDED BY A
REPRESENTATIVE OF THE FINANCIALLY RESPONSIBLE PARTY AND/OR THE GENERAL
CONTRACTOR, GRADING SUB -CONTRACTOR, EROSION CONTROL SUB -CONTRACTOR
AND, AS NEEDED, COUNTY STAFF.
2. OBTAIN LAND DISTURBING PERMIT AND PLACARD, AND POST THE PLACARD ON SITE.
3. OBTAIN AN APPROVED (STAMPED) S&E CONTROL PLAN AND KEEP IT ON SITE,
EITHER IN THE INSPECTION BOX, CONSTRUCTION OFFICE OR WITH THE CONTRACTOR
Tr\IMMMA M, �Ml\IP'\,T TM AM
"F4 _ z /
Ik �_Iz _177 -011111111
PS r7//
16//i
♦
3ED CHECK DAM USED TO DEFINE ^�
VG FOREBAY • / �`� �`�
5.50 / C
CID
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°Nhalt
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4. INSTALL CONSTRUCTION EGRESS/EXIT, SILT FENCING, SEDIMENT TRAPS/BASINS,
DIVERSION DITCHES, CHECK DAMS, AND OTHER INITIAL EROSION CONTROL MEASURES
AS SPECIFIED IN THE PLAN. REMOVE ONLY TREES AND GROUND COVER NECESSARY
TO INSTALL THESE DEVICES.
5. IF A STOCKPILE IS NECESSARY DUE TO EXCAVATION OF THE SEDIMENT TRAP/BASIN,
PLACE A DOUBLE ROW OF SILT FENCE 10 FEET APART AT THE LIMITS OF THE
STOCKPILE AREA SHOWN ON THIS PLAN. TREES AND GROUNDCOVER MAY BE
REMOVED ONLY AS NECESSARY FOR THIS STOCKPILE.
6. PROVIDE TEMPORARY GROUNDCOVER FOR DIVERSION DITCHES AND SEDIMENT
TRAPS/BASINS, AND STABILIZE WITHIN 7 DAYS OF COMPLETION.
7. THERE ARE NO HIGH QUALITY WATER (HQW) ZONES WITHIN THE PROJECT LIMITS.
8. BEGIN CLEARING, GRUBBING AND GRADING OF SITE IN ACCORDANCE WITH THE
APPROVED S&E CONTROL PLAN.
9. PROVIDE ALL DISTURBED AREAS WITH GROUND COVER WITHIN 14 CALENDAR DAYS
AFTER COMPLETION OF ANY PHASE OF CLEARING, GRUBBING OR GRADING. THE
SEEDING, SEEDBED PREPARATION, MULCH AND/OR ROLLED EROSION CONTROL
PRODUCT INSTALLATION MUST BE IN ACCORDANCE PROVIDED IN THE EROSION
CONTROL PLAN.
9.1. ALL SLOPES STEEPER THAN 3HA V SHALL BE STABILIZED WITHIN 7 DAYS UNLESS
SLOPE LENGTH IS 10 FEET OR LESS AND ARE NOT STEEPER THAN 2H:1V, THAN
14 DAYS ARE ALLOWED.
9.2. ALL SLOPES 3:1 OR FLATTER SHALL BE STABILIZED WITHIN 14 DAYS, UNLESS
THE SLOPE LENGTH IS GREATER THAN 50 FEET THAN 7 DAYS ARE ALLOWED.
10. AT THE CONCLUSION OF BUILDING OR IF LAND -DISTURBING ACTIVITY IS STOPPED
FOR MORE THAN 14 CONSECUTIVE CALENDAR DAYS, PERMANENT VEGETATIVE COVER
SHALL BE INSTALLED IN ACCORDANCE WITH THIS EROSION CONTROL PLAN.
♦ / ����� �`b �
/ 'ov�T Q�
• /CO
S 80036'55" W
31.05'
S 15014'48" W
9.70'
0
LEGEND:
1. MINOR REGRADING / GRAVEL RESURFACING
REFER TO NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL & PROJECT
SPECIFIC EROSION AND SEDIMENTATION CONTROL
PLAN FOR DETAILS, SPECIFICATIONS, AND
MAINTENANCE REQUIREMENTS
SCE TEMPORARY GRAVEL STABILIZED
CONSTRUCTION ENTRANCE/EXIT
LS LEVEL SPREADER
------ GL (EXISTING) GRASS LINED CHANEL
°°A CD CHECK DAMS
OSS OUTLET STABILIZATION (RIPRAP)
SF SEDIMENT FENCE
IP TEMPORARY BLOCK & GRAVEL INLET
PROTECTION
ST TEMPORARY SEDIMENT TRAP/
000 INFILTRATION BASIN
000 RP ROCK PIPE INLET PROTECTION
PB POROUS BAFFLES
RR RIPRAP (SLOPE)
TS7 TEMPORARY SEEDING (W/IN 7 DAYS)
TS TEMPORARY SEEDING (W/IN 14 DAYS)
(ALL OTHER AREAS)
® PS PERMANENT SEEDING
LIMITS OF LAND DISTURBANCE
--- PROPERTY LINE
EXISTING CONTOUR
-is2 PROPOSED CONTOUR
COMPACTED GRAVEL SURFACE
PROPOSED ASPHALT SURFACE
";. OPEN-AIR INFILTRATION SURFACE
11. REMOVE ALL EROSION CONTROL MEASURES AFTER THE CUMBERLAND COUNTY S&E
OFFICE APPROVAL OF PERMANENT STABILIZATION (OR PERMITTING AUTHORITY).
12. NOTES FOR INFILTRATION AREAS
12.1. REFER TO SHEET C4.1 FOR INFILTRATION BASIN MAINTENANCE PROCEDURES
12.2. CONTRACTOR SHALL EXERCISE CARE TO LIMIT SEDIMENT LADEN RUNOFF TO
INFILTRATION DEVICES.
12.3. OPEN-AIR INFILTRATION DEVICES MAY BE UTILIZED FOR SEDIMENTATION CONTROL
DURING CONSTRUCTION
12.4. IF OPEN-AIR INFILTRATION IS TO BE UTILIZED FOR SEDIMENT CONTROL DURING
CONSTRUCTION, ACCUMULATED SEDIMENT SHALL BE REMOVED TO EXPOSE NATIVE
SOILS PRIOR TO INSTALLATION OF SAND BOTTOM.
12.5. CONTRACTOR SHALL EXERCISE CARE TO LIMIT SEDIMENT LADEN RUNOFF TO
INFILTRATION DEVICES.
12.6. COMPLETION OF INFILTRATION AREAS (PLACEMENT OF SAND BOTTOM FOR
OPEN-AIR BASINS, OR PLACEMENT OF AGGREGATES AND PAVERS FOR POROUS
PAVER AREAS) SHALL ONLY TAKE PLACE AFTER UPLAND CONTRIBUTING AREAS
ARE STABILIZED.
FLOW
PROFILE VIEW
EROSION & SEDIMENTATION CONTROL
INSPECTIONS:
INSPECTIONS SHALL BE MADE BY CONTRACTOR AND CONFORM WITH STATE
OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT TO DISCHARGE
STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM FOR CONSTRUCTION ACTIVITIES.
IN GENERAL, AND AT A MINIMUM, THE CONTRACTOR SHALL:
1. INSTALL AND MAINTAIN A RAIN GAUGE IN GOOD WORKING ORDER ON
THE SITE.
2. MAINTAIN A WRITTEN RECORD OF DAILY RAINFALL EVENTS AND
INSPECTIONS. UPON REQUEST, RECORDS SHALL BE MADE AVAILABLE
TO THE DIVISION OF WATER QUALITY.
3. IF NO RAINFALL HAS OCCURRED, THE
CONTRACTOR/INSPECTOR/PERMITTEE MUST RECORD "ZERO"
4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED
TO ENSURE THAT THEY ARE OPERATING CORRECTLY.
5. AT A MINIMUM, INSPECTION SHALL BE MADE:
5.1. AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS
5.2. WITHIN 24 HOURS AFTER ANY RAINFALL/STORM EVENT OF
GREATER THAN 0.50 INCHES, PER 24 HOURS.
6. WITHIN TWENTY-FOUR (24) HOURS, REPORT TO THE DIVISION OF
WATER QUALITY OR APPROPRIATE REGIONAL OFFICE/DEPARTMENT,
ANY VISIBLE SEDIMENT LEAVING THE SITE, DEPOSITED IN ANY STREAM
OR WETLAND, OR ANY NONCOMPLIANCE THAT MAY ENDANGER THE
ENVIRONMENT.
6.1. A WRITTEN SUBMISSION OF THE SAME SHALL BE MADE TOT HE
APPROPRIATE REGIONAL OFFICE OF THE DIVISION OF WATER
QUALITY WITHIN 5 DAYS OF VIOLATION. THE WRITTEN
SUBMISSION SHALL CONTAIN A BRIEF DESCRIPTION OF THE
SEDIMENT DEPOSITION AS WELL AS ACTIONS TO ADDRESS THE
CAUSE OF DEPOSITION.
7. MAKE AVAILABLE AT ALL NORMAL WORKING HOURS, RECORDS FOR
THE PREVIOUS 30 DAYS. RECORDS OLDER THAN 30 DAYS SHALL
BE BE TRANSFERRED TO THE OWNER FOR MAINTENANCE FOR A
PERIOD OF THREE (3) YEARS FOLLOWING PROJECT COMPLETION.
THE INSPECTION RECORDS SHALL CONTAIN, AT A MINIMUM:
1. CONTROL MEASURE INSPECTIONS:
1.1. MEASURES INSPECTED
1.2. DATE, TIME
1.3. NAME OF INSPECTOR
1.4. OPERATION/CONDITION OF MEASURE
1.5. CORRECTIVE ACTIONS RECOMMENDED/TAKEDN
1.6. DATE ACTION WAS TAKEN
2. STORMWATER DISCHARGE INSPECTIONS:
2.1. OUTFALL IDENTIFICATION
2.2. DATE, TIME
2.3. NAME OF INSPECTOR
2.4. NATURE OF POLLUTANT (IF ANY), E.G. OIL SHEEN, FLOATING
SOLIDS, DISCOLORATION, ETC
2.5. INDICATION OF SEDIMENT LEAVING THE SITE
2.6. CORRECTIVE ACTIONS RECOMMENDED/TAKEN
2.7. DATE ACTION TAKEN
3. OFF -SITE INSPECTIONS:
3.1. INSPECTION OF VISIBLE SEDIMENT OUTSIDE PROJECT/SITE LIMITS.
3.2. EXPLANATION OF ACTIONS TAKEN TO CURB FUTURE RELEASE
3.3. DATE ACTION TAKEN.
3.4. INSPECTION OF WETLANDS, STREAMS, WATER COURSES -
INCLUDE DETERMINATION OF WHETHER SEDIMENTATION HAS
OCCURRED.
MAINTENANCE PLAN:
1. REFER TO SHEET C4.1 FOR INFILTRATION BASIN MAINTENANCE
PROCEDURES
2. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
SEDIMENT REACHES 1.0 FOOT BELOW THE CULVERT INVERT.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL LONGER DRAINS PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM THE BLOCK AND GRAVEL INLET
PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
6. RESPONSIBLE PARTY:
6.1. CONTRACTOR WILL BE RESPONSIBLE FOR
MAINTENANCE.
6.2. NO LAND DISTURBANCE TO OCCUR UNTIL
GRADING/EROSION CONTROL PERMIT IS RECEIVED
OUTLET NAME
PIPE SIZE
Do
LA
W
Dso
T
1
4'
4"'
6
6
2.3
3
A I OUTLET STABILIZATION N.T.S.
6.3. CONTRACTOR CONTACT INFORMATION
Hunter Brown
c/o Benchmark Buildings and Irrigation, Inc.
PO Box 68
508 West Broad St
Murfreesboro, NC 27855
252.398.3116 office
252.398.7099 cell
6.3. CONTRACTOR CONTACT INFORMATION SUBJECT TO
CHANGE. UPDATED INFORMATION SHALL BE
SUBMITTED TO OWNER AND ATTACHED TO THIS
PLAN (FIELD COPY) AS NEEDED.
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GENERAL NOTES:
1. THIS PLAN IS BASED
ON TOPOGRAPHIC AND
BOUNDARY SURVEY
PREPARED BY J.F. CAIN
& ASSOC TEL. #
(910)-648-4509,
DATED JULY 2012.
REVISIONS:
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ARCHITECT LOGO:
AMERCCa
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CONSIRl1C" DEPARTMENT
2727 NORM CENTRAL AVENUE
PHOENIX ARIZONA 85004
P: [phone]
F. [phone]
SITE ADDRESS:
U-HAUL OF FAYETTEVILLE
2346 GILLESPIE ST.
FAYETTEVILLE, NC
SHEET CONTENTS:
EROSION AND SEDIMENT
CONTROL PLAN
789029
DRAWN:
SJJ
C3,0
CHECKED:
AM L
DATE:
4.5.13
789029-C3.dwg
ARCH expend 0

Debris from slope
above is caught
by steps.
Drainage
4 Greater ------- ►
than vertical
t 11111=�IlTll
2-3'
(depending on material)
Figure 6.03b Stair stepping cut slopes (modified from Va SWCC).
G ro
alor
in tt
and
Figure 6.03c Grooving slopes (modified from Va SWCC).
Figure 6.03a Bulldozer treads
create grooves perpendicular to the
slope. The slope face should not be
back -bladed during the final grading
operation (source: Va StAi
A I GRADING PRACTICES
Table 6.15b
zes for Riprap and Erosion
Control Stone Specified by
the N.C. Department of
Transportation
xl
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39
N
a 37
`6 35
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0
Q 33
1
Cut steps with
drainage to the back.
Avoid low spots.
6.03.3
6.03.1
Riprap
Erosion Control
Class
Class
Class
Class
1
2
A
B
5 to 200 lb
25 to 250 lb
2" to 6"
5" to 15"
30% shall
60% shall
weigh a
weigh a
minimum of 60
minimum of 100
Ibs each
lb each
No more than
No more than
10% tolerance
10% shall
5% shall weigh
top and bottom
weigh less than
less than 50 lb
sizes
15lb each
each
Equally
Equally
distributed,
distributed,
no gradation
no gradation
specified
specified
source: North Carolina Aggregates
Association
Mean Stone Size d5o, ft
Mean Stone Size, d5o, mm
Figure 6.15a Angie of repose for different rock shapes and sizes.
Adapted from: FH WA, HEC-15, pg. 49 - April 1968
B RIPRAP (SLOPE STABILIZATION
i
ARCH CM e„w"d o (3500: 24.00 Ntlres), I
i.
• • I' I •.i.�1• •• .�'
• •• •!i• •:III f/:iI 1•�•�� � ..i. ♦ •il::.•.
Temporary sediment
Pool � -----
1min
2' max
Wirescreen r-Dewatering
` Sediment
Figure 6.52a Block and gravel drop inlet protected.
Temporary sediment pool
1' min 21 slope
2' max —0.
Fine gravel=I)III=II
face (1 , min III= 3
thickness) stone
Figure 6.52b Gravel drop inlet protection (gravel donut).
3:1 slope
t� 1
C I INLET PROTECTION
Flow
A
16"
tearer
\ Drop inlet
with grate
Wire mesh
(optional)
Natural
Riprop Headwall, 1' min
height from road shoulder
Figure 6.55a Rock pipe inlet protection plan view and cross-section view
D PIPE INLET PROTECTION
coarse aggregate
Figure 6.06a Gravel entrance/exit keeps sediment from leaving the construction site (modified from Va SWCC).
E I STABIL. CONSTR. ENTRANCE
�2
Cross -Section View
IZW
Steel
post
24"
Figure 6.62a Installation detail of a sediment fence.
The Slicing Method
Pending height POST SPACING',
max 24' 6.' max . on open ri
4' max on Codling areas
Aftedh tohne to
Upstream side of post
FLOW
Drive over each side of silt PM DPPTH'
fence 2 to a times with 2 feet
device exerting 60 ps.l. or
greater
om patted soil �,.. omparted soil
Vj�/-
No more than 24" of 36' fabric
is allowed above ground.
t— Operation
or
Natural
ground
6" down 6 4'
forward along
the trench
Filter
fabric
Cross -Section
View
Filter
fabric aatrench Natural
r/ andnd co compact ground
thoroughly
—'mi�•a /c Ups
min
-
------- Top of Fabric16 -
Belt
op 8"
j
Diagonal attachment
doubles rnengm.
ATTACHNIENI DETAILS:
• Gamer fabric of posts, if needed.
• Utilize three ties per post, oil within tap War fabric.
• Position each he diagonally, puncturing holes vertically
a minimum of 1• apart.
Is Hang each fie and post nipple and tighten securely.
Use cable ties (51 or soft wire.
Roll of silt fence
Post
r
installed
after
compaction
o
Fabric
O above
/ ground
Sin Fence
In
Horizontal chisel point Slicing blade
_3" width _ t1) 1 0.7"., .1 Widihi
Completed installation
Vibratory plow is not acceptable because of horizontal compaction
Figure 6.62b Schematics for using the slicing method to install a sediment fence. Adapted from Silt Fence that Works
F
I SEDIMENT FENCE
L = The distance such that points
A and B are of equal elevation
Figure 6.83a Space check dams in a channel so that the crest of downstream dam is at elevation of the too of upstream dam.
9" min
Plan View
G I CHECK DAM
ntrer uo n
1.5' min.
h
Outlet, Class
I riprap
area
area
Inlet Zone
of surface area
area
Figure 6.65c Example of porous baffle using silt fence with slits cut in each alternating space of wire backing fence. (City of High Point, NO detail.)
Figure 6.65a Porous baffles in a sediment basin. The flow is distributed evenly across the basin to reduce
flow rates and turbulence, resulting in greater sediment retention.
Baffles need to be installed correctly in order fully provide their benefits.
Refer to Figure 6.65b and the following key points:
• The baffle material needs to be secured at the bottom and sides using
staples or by trenching as for silt fence.
• Most of the sediment will accumulate in the first bay, so this should be
readily accessible for maintenance.
Support rope Support post,
to wire to pre- 24"into bottom Stake to support
vent sagging or side
Coin mesh or similar, stapled or
trenched into bottom or side
Figure 6.65b Cross-section of a porous baffle in a sediment basin. Note that there is no weir because the water
flows through the baffle material.
Figure 6.65d Example of porous baffles made of 700 g/m� pair erosion blanket as viewed from the inlet.
H POROUS BAFFLES
NOTES
1. FOR SEDIMENT TRAP / INFILTRATION BASIN DETAILS,
SEE SHEET C4.1
2. FOR OULET STABILIZATION DETAILS, SEE SHEET C3.0
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REVISIONS:
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ARCHITECT LOGO:
AMERCO
RFAL a•7J[1in <A.<taCAN
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL AVENUE
PHOENIX, ARIZONA 85004
P: [phone]
F: [phone]
SITE ADDRESS:
l HAUL OF FAYETTEVILLE
2346 GILLESPIE ST.
FAYETTEVILLE, NC
SHEET CONTENTS:
EROSION AND SEDIMENT
CONTROL DETAILS
789029
DRAWN:
SJJ
C3,1
CHECKED:
AML
DATE:
4.5.13
789029—C3.dwg

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GENERAL NOTES:
1. THIS PLAN IS BASED
ON TOPOGRAPHIC AND
BOUNDARY SURVEY
PREPARED BY J.F. CAIN
& ASSOC TEL. #
(910)-648-4509,
DATED JULY 2012.
REVISIONS:
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ARCHITECT LOGO:
AMERCCa
REAL
Wn aT �
CONSTRUCWN DEPARTMENT
2727 NORM CENTRAL AVENUE
PNOE K ARIZONA 85004
P: [phone]
F: [phone]
SITE ADDRESS:
U-HAUL OF FAYETTEVILLE
2346 GILLESPIE ST.
FAYETTEVILLE, NC
SHEET CONTENTS:
EXISTING
DRAINAGE MAP
789029
DRAWN:
sii
C410
CHECKED:
AML
DATE:
4.5.13
789029—C4.dwg

END ANALYSIS
EL 201.0
-- - L2 = 158 LF
LTOT - 258 LF
E
CHECK DAM J
TO DEFINE FOREBAY
x A v
PROPOSED
TOT BUILDING I ,t
' FEE= 205,50
8,272 SF ±
END ANALYSIS /
Y
EL 198.9
L2=416LF _<
LTOT = 516 LF ,'♦ ®�
o5
U 2 s�
0
o \ AREA 1
AREA: 6.47 AC
r Ex.IMP: 87.2%
I' i PARCEL0436-01-5023 A VOL: 1,183.5 CIE
AMERCO REAL EST,-TE CO. 4
ZONING: GP`��'�
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END SHEET FLOW
EL 206.0
BEGIN SHALLOW CONC.
FLOW (UNPAVED)
- Ll = 100 LF
(1
/ 2 Salt `..Y2- - A
snha
AREA 2
AREA: 0.81 AC -_ _.-._� *♦�
ExAMP: 88.3%
Pr.IMP: 63.8%
A VOL: -646.6 CIE ® �
■0jjRW W9j?iiit9ia0Pji41WWmig W9h s m ®�I►
II
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Asphalt
END ANALYSIS
EL 203.8
L4 - 186 LF
BEGIN ANALYSIS
00 ^ SHEET FLOW
EL 206.6
o
>> �PD
_ �J
-- �c
LTOT = 417 LF ' >\ co,
I AREA 3
AREA: 2.62 AC
rn EX.IMP. 70.6%
Pr.IMP: 73.2%
Y v' ffi A VOL: 223 CF
a�
20
rt END SHEET FLOW
4
EL 207.85 �
BEGIN SHALLOW ;rt
CONC. FLOW
(UNPAVED)
x L1 = 100 LF
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25 0. 5
PARCE- 042E-90-9378
ANNE- E M 'HILLER
ZDNING C3
1 AREA 11211 INFILTRATION BASIN
210 PROPOSED
PROPOSEDSBUIDTING
FLOOR
BOTTOM OF INFILTRATION BASIN
205 TOP OF BERM
PR. SURFACE
EX. SURFACE 200 4" SAND
LESS THAN 15' RECOM'D 10,
FOUNDATION (BY OTHERS) TO
BE DESIGNED ACCORDINGLY PROP. LINE
195 - - -
APPROX. GRO NDWATER (108" BELOW SURFACE)
190- - -
A AREA 112" INFILTRATION BASIN HORIZ: 1 "=20', VERT: 1 "=5'
(M.W. um mmg7, m
BEGIN ANALYSIS
SHEET FLOW
EL 208.05
PROPOSED /
BUILDING
FFE=208.00
11,608 SF ± I x
BEGIN ANALYSIS
SHEET FLOW /
EL 209.25
S 80036'55" W
31.05'
S 15014'48" W
9.70'
1
J.S
1
# 71
# 3
141 co,
o
co
_,. cv v
i
v
C? IMPORTANT BMP MAINTENANCE
BEGIN SHALLOW CONC. PROCEDURES:
FLOW (UNPAVED)
EL 205.0 1-3 = 49 LF 1. THE DRAINAGE AREA WILL BE CAREFULLY MANAGED TO REDUCE
BEGIN SHALLOW CONC.
FLOW (PAVED)
EL 205.9
L2 = 82 LF
ENTIRE SITE
AREA: 9.90 AC
Ex.IMP: 82.9%
ArVOL_ 85 CF
END SHEET FLOW
EL 206.75
BEGIN SHALLOW CONC.
FLOW (UNPAVED)
L1 = 100 LF
210 RIPRAP LINED SLOPE (SEE EROSION PLANS)
EX. SURFACE DOWNSTREAM OF SPILLWAY MATCH EXISTING GRADE
PR. SURFACE (ASPHALT SURFACE)
TOP OF BERM EL. 203.70 BOTTOM OF INFILTRATION BASIN 201.00
205 SPILLWAY/LEVEL SPREADER EL 203.20 1" RAINFALL WSEL 201-77 _ _
-- -- --
SED. TRAP OUTLET 4" I.E. 202.50 BOTTOM OF SED TRAP 201.5
(PLUG WHEN CONSTRUCTION FINISHED) (MAX SEDIMENT = 202.0gL - -
200®
I- SED. TRAP OUTLET 4" I.E. 200.50 4" SAND
(PLUG WHEN CONSTRUCTION FINISHED)
EX. SURFACE AT CULVERT OUTLET
195
-�APPROX. GROUNDWATER (108" BELOW SURFACE)
-
** INSTALL POROUS BAFFLES
DURING _CONSTRUCTION
190
** INSTALL CHECK DAM PER
PLAN TO DEFINE FOREBAY
(MAX/AVG HEIGHT 1.0') IN
INFILTRATION BASIN
B
AREA 112" INFILTRATION
BASIN
HORIZ: 1"=20',
VERT: 1"=5'
THE SEDIMENT LOAD TO THE INFILTRATION BASIN.
2. IMMEDIATELY AFTER THE INFILTRATION BASIN IS ESTABLISHED,
THE VEGETATION WILL BE WATERED TWICE WEEKLY IF NEEDED
UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX
WEEKS).
3. NO PORTION OF THE INFILTRATION BASIN WILL BE FERTILIZED
AFTER THE INITIAL FERTILIZATION THAT IS REQUIRED TO
ESTABLISH THE VEGETATION.
4. THE VEGETATION IN AND AROUND THE BASIN WILL BE
MAINTAINED AT A HEIGHT OF APPROXIMATELY SIX INCHES.
CONSTRUCTION NOTES:
1. SEE EROSION PLAN FOR INFILTRATION BASIN DETAILS DURING
CONSTRUCTION (USED AS SEDIMENT TRAP)
2. SEDIMENT TRAP BOTTOM EL. 201.50
3. INFILTRATION BASIN BOTTOM (TOP OF 4" SAND) EL. 201.00
SCALE: 1 "=40'
0' 40'
-10' 10' 80'
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GENERAL NOTES:
1. THIS PLAN IS BASED
ON TOPOGRAPHIC AND
BOUNDARY SURVEY
PREPARED BY J.F. CAIN
& ASSOC TEL. #
(910)-648-4509,
DATED JULY 2012.
REVISIONS:
W
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PROFESSIONAL SEAL:
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- SEAL =
- 29672 -
ARCHITECT LOGO:
AMERCCa
REAL HSIIM COMPANY
CONSTRUCTION DEPARTMENT
2727 NORTH CENTRAL AVENUE
PHOENIX, ARIZONA 85004
P: [phone]
F: [phone]
SITE ADDRESS:
U-HAUL OF FAYETTEVILLE
2346 GILLESPIE ST.
FAYETTEVILLE, NC
SHEET CONTENTS:
PROPOSED
DRAINAGE MAP
789029
DRAWN:
SJJ
C4-1
CHECKED:
AML
DATE:
4.5.13
789029-C4-1.dwg

°UndIron _ _ - — - - ---------- — - - -- - - -_ - --
Slake M I N N I S STREET 20' Public Right-ot-way N 75012'38" E
857.45'
— — .
LIMITS OF
DISTURBANCE
(TYP)
INSTALL SANITARY SEWER —
CLEANOUT AT BEND
CONTRACTOR TO STUB SANITARY
LATERAL FOR FUTURE CONNECTION
TO RV DUMP STATION
INSTALL SANITARY
J� SEWER CLEANOUT
CONTRACTOR TO STUB WATER J R%
LATERAL FOR FUTURE CONNECTION w S
TO RV DUMP STATION \
W\
TY\ S
W
PROVIDE WATER
LATERAL TEE
X
INSTALL SANITARY
x SEWER CLEANOUT
AT WYE
520.05' PARCEL 0426-90-9378 S 7604911" W
ANNETTE M. MILLER
ZONING C3
PROPOSED
BUILDING
FFE= 205.50
8,272 SF ±
3
h
3
3
3
\ w\
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As ,(�
NI )1:
CONTRACTOR TO STUB WATER
LATERAL FOR FUTURE CONNECTION
TO PROPOSED BUILDING
CONTRACTOR TO STUB SANITARY
LATERAL FOR FUTURE CONNECTION
TO PROPOSED BUILDING
PROPOSED
BUILDING
FFE=208.00
11,608 SF
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Grao..
Gass
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Grass
co
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INSTALL SANITARY
SEWER CLEANOUT
% CONNECT TO EXISTING
SANITARY SEWER
CONTRACTOR TO
DETERMINE INVERT
F
m
CONCRETE COLLAR GATE VALVE TOP
WHEN NOT PLACED PLAN VIEW SECTION WITH LID
IN ASPHALT OR SCH. 40 THREADED
CONCRETE (TYP) CAP (TYP)
=rrrn rrv'r rrrr, rrrr,7rrTTrrT)7......... T�
6' a SCH. 40 RISER
1 90' LONG SWEEP
BEND
—OR—
WYE & 45' BEND
A I CLEANOUT
w S 80°36'55" W
31.05'
S 15014'48" W
i 9.70'
CONTRACTOR TO LOCATE EXISTING WATER MAIN (WEST SIDE OF GILLESPIE STREET),
WET
i,TAP, INSTALL CORP STOP, CURB STOP, WATER METER AND BOX AS NECESSARY.
� i r �
'+o-ih arolirur
, tarn designer
,ny un tuc':o
,ni rr+tiwith the
S✓ 3��f�1(
Jat�ZF/13
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—10' 10' 60,
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GENERAL NOTES:
1. THIS PLAN IS BASED
ON TOPOGRAPHIC AND
BOUNDARY SURVEY
PREPARED BY J.F. CAIN
& ASSOC TEL. #
(910)-648-4509,
DATED JULY 2012.
REVISIONS:
11
1
1
1
1
1
1
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PROFESSIONAL SEAL:
(N CARO;/,,
SEAL =
- 29672 =
9j�G I NE_ �: G3Z`
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T/5 /L.,
ARCHITECT LOGO:
AMERCO
REAL mini CoNam NY
CONStRucilON DEPARTMENT
2727 NORTH CENIRAL AVDK
PHOENIX, ARIZONA 85004
P: [phone]
F: [phone]
SITE ADDRESS:
U-HAUL OF FAYETTEVILLE
2346 GILLESPIE ST.
FAYETTEVILLE, NC
SHEET CONTENTS:
WATER & SANITARY
UTILITY PLAN
789029
DRAWN:
SJJ
C5,0
CHECKED:
AML
DATE:
4.5.13
789029—CS.dwg