SW8080744_APPROVED PLANS_20091015

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O SS 0-1 L 4
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200 Ibi 5
YYYYMMDD

e
CONTACTS
OWNER, FIRST CITIZENS BANK
P.O. BOX 27131
RALEIGH, NC 27611-7131
PHONE: [phone]
ATTN: MIKE PARKER
CIVIL ENGINEER, KIMLEY—HORN AND ASSOCIATES, INC.
POST OFFICE BOX 33068
RALEIGH, NC 27636
PHONE: [phone]
FAX: [phone]
ATTN: PETER A. BISHOP, P.E.
ARCHTECT, SMALL KANE
3105 GLENWOOD AVENUE, SUITE 100
RALEIGH, NC 27612
PHONE: [phone]
FAX: [phone]
ATTN: RENEE HUTCHESON
LANDSCAPE ARCHITECT,
SITE LIGHTING,
LAPPAS + HAVENER, PA
215 MORRIS ST, SUITE 150
DURHAM, NC 27701
PHONE: [phone]
FAX: [phone]
ATTN: WALT HAVENER, RLA
ADCOCK ENGINEERING
4601 LAKE BOONE TRAIL
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
ATTN: HAL MARTIN
SITE PLAN SUBMITTAL FOR:
FIRST CITIZENS BANK
8900 EAST OAK ISLAND DRIVE
OAK ISLAND, NORTH CAROLINA
COPYRIGHT C 2005 ►ecROSOFT CORP. AND/OR ITS SUPPUEM ALL RIGHTS RESERVED.
VICINffY MAP
NOT 70 scys
PREPARED IN THE OFFICE OF:
Kimley=Horn
and Associates
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
Inc.
FIRST CITIZENS BANK DEVELOPMENT INFORMATION
NAME OF DEVELOPMENT: FIRST CITIZENS BANK
SITE ADDRESS: 8900 EAST OAK ISLAND DRIVE
OAK ISLAND, NC 28465
ZONING: CB
DEED REFERENCE.: LOTS 1 THRU 10, 25. 26 & PART OF LOT 24
CURRENT USE: FINANCIAL INSTITUTION
PROPOSED USE:FINANCIAL INSTITUTION
REFUSE COLLECTION: NO REFUSE DUMPSTER WILL BE LOCATED ON
PROJECT SITE. FOR CUSTOMER SECURITY
REASONS ALL REFUSE IS SHREDDED AND
PROPERLY DISPOSED BY A PRIVATE SERVICE ON
A DAILY BASIS.
INDEX TO SHEETS
SHEET
NO.
DESCRIPTION
CO
TITLE SHEET
C1
GENERAL NOTES
C2
EXISTING CONDITIONS PLAN
C3
DEMOLITION PLAN
C4
SITE PLAN
C5
GRADING, DRAINAGE, UTILITIES AND EROSION CONTROL PLAN
C6—C9
CONSTRUCTION DETAILS
C10—C12
STORMWATER MANAGEMENT DETAILS
LA1.0
LANDSCAPE PLAN
LA2.0
IRRIGATION PLAN
LA3.0
LANDSCAPE SPECIFICATIONS
SL1
SITE LIGHTING PLAN
SL2
FOOT CANDLE PLOT PLAN
A2.5
BUILDING ELEVATIONS I2�T"<r.,•�
APPPOVFp FE9 1 8 2009
A I AKuUNA ENI RONMENTAL BY: �Oq c
MANArcAltclor rn..... ..
CALL BEFORE YOU DIG... ITS THE LAW
CALL N.C. ONE —CALL (811)
FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST 2
WORKING DAYS PRIOR TO BEGINNING GRADING OR
TRENCHING
NORTH CAROLINA GENERAL STATUTE 87-102
L'IVI ION OF
C:ITn�._
REVISIONS
4
2/05/09
REVISED TO INCLUDE EMPLOYEE PARKING SPACES
MCP
3
8/14/08
REVISED PER DWO COMMENTS DATED 8/14/08
KMV
2
8/11/08
REVISED PER DINO COMMENTS DATED 8/7/08
KIMV
1
7/23/08
REVISED PER TOWN TRC COMMENTS DATED 6/9/08,
REVISED GRADING AND STORMTECH SYSTEM DESIGN
KMV
NO.
DATE
DESCRIPTION
BY
This document, together with the concepts and designs
��Y111UUIIrrp,
presented herein, as an instrument of services, is intended
CARO ",/
only for the specific purpose and client for which it was
��.�`���
` �p �E$$%p ��9�.;
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley—Horn
= $
and Associates. Inc. shall be without liability to Kimley—Horn
33``
and Associates, Inc.
v•
Copyright Kimley—Horn and Associates, Inc., 2008
DATE:
MAY 9, 2008
SEAL:
JOB NUMBER:
011737152

s
4 REVISED TO INCLUDE EMPLOYEE PARKING SPACES 1 2/05/09 MCP PAB
1 REVISED PER TOWN TRC COMMENTS DATED 6/9/08, REVISED GRADING AND STORMTECH SYSTEM DESIGN 7/23/08 JDK PAB
REV. No.: RMOW. DATE: DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the spec purpose and client for which it was prepared. Reuse
of and improper reliance on this document without written authorization and adaptation by Kiimley-Hom and Associates, Inc. shall be without liability to Kimsey -Horn and Associates, Inc.
Copyright Kimsey-Hom and Associates, Inc., 2008
PREPARED IN THE OFFICE OF:
GENERAL NOTES:
1. WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE
SPECIFICATIONS, THE NCDOT ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL HANDBOOK, AND THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE
STANDARDS, SPECIFICATIONS, OR PLANS THE MOST STRINGENT SHALL GOVERN.
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY
RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED,
FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF
GRASS.
3. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION
DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT
AN ACCEPTABLE METHOD OF CLEANING.
4. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL
OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT MALL BE
REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION.
5. THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH
LIE IN OR ADJACENT TO THE CONSTRUCTION SITE_ THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED
DURING CONSTRUCTION. FORTY-EIGHT (48) HOURS PRIOR TO ANY EXCAVATION CALL
THE NORTH CAROLINA ONE -CALL UTILITIES LOCATION SERVICE AT 811.
6. ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE OF WOOD, ROOTS,
ROCKS, BOULDERS, OR ANY OTHER NON-COMPACTABLE SOIL TYPE MATERIAL
UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS
DERIVED FROM ANY SOURCE.
7. COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON
RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARDS PROCTOR
TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING.
B. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK -FILL
AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION
REQUIRING FILL OR BACK -FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS
DETERMINED BY THE STANDARDS PROCTOR TEST AS SET OUT IN ASTM STANDARDS
D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR
BACK -FILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A
CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE
USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS
TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL
ENGINEER REPRESENTING THE LABORATORY.
9. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES AND AS FURTHER DIRECTED BY
CITY/COUNTY/STATE INSPECTORS.
10. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE
CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS
SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING. WHO SHALL
PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE
CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR
AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
GENERAL SITE NOTES:
1. ALL DIMENSIONS ARE TO FACE OF CURB, BACK OF CURB AND EXTERIOR WALL OF
BUILDING, UNLESS OTHERWISE NOTED.
2. PARKING LOT PAVING SHALL CONSIST OF 1 1/2` SF -9.5A (SURFACE COURSE), 2 1/4"
1-19.08 (INTERMEDIATE COURSE) AND 8' CABC (BASE COURSE) IN VEHICULAR TRAVEL
LANES AND 1 1/V SF-9.5A (SURFACE COURSE), 2 1/4- 1-19.OB (INTERMEDIATE
COURSE) AND 6" CABC (BASED COURSE) IN VEHICLE PARKING SPACES. ALL
BITUMINOUS PAVEMENTS AND BASE MATERIAL SHALL CONFORM TO NCDOT STANDARDS
AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT CONSTRUCTION
SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY
DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY
THE NORTH CAROLINA ONE -CALL UTILITIES LOCATION SERVICE AT 811 FOR PROPER
IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. CONTRACTOR IS
RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, 24" STD.
CONCRETE CURB do GUTTER (TYP.), PAVEMENT, ETC. THAT MAY BE DAMAGED
DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE
QUALITY OF WORKMANSHIP FOUND IN THE ORIGINAL M.
4. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE
5. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AWAY FROM NEW BUILDING.
6. ALL CONCRETE, BITUMINOUS PAVEMENT AND BASE MATERIAL SHALL CONFORM TO
NCDOT STANDARDS.
7. ALL CONCRETE CURB AND GUTTER SHOWN SHALL BE 2'-0*.
8. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION OF
CONSTRUCTION OR UNTIL FINAL INSPECTION.
9. CONTRACTOR SHALL INSTALL HANDICAP RAMPS PER ADA AND NORTH CAROLINA
BUILDING CODE STANDARDS AS SHOWN ON THE PLANS.
10. CONTRACTOR IS RESPONSIBLE FOR RELOCATING EXISTING LANDSCAPING AND
COORDINATION WITH OWNER FOR THE INSTALLATION OF DRIVE-THRU VACUUM TUBES.
11. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE TOWN OF OAK
ISLAND/BRUNSWICK COUNTY CONSTRUCTION STANDARDS AND NCDOT STANDARDS AS
IDENTIFIED IN THESE PLANS.
12, ALL PAINT STRIPING, PAVEMENT MARKINGS, SHALL CONFORM TO THE "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES' OR AS OTHERWISE SPECIFIED. ALL NEW SIGNS
SHALL BE MOUNTED ON GALVANIZED POSTS AND PROVIDED BY THE OWNER.
13. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF
CONSTRUCTION.
14. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE
CURB.
15. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OWNERS.
16. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF
DEEMED NECESSARY BY THE INSPECTOR.
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL DEMOLISH AND REMOVE OFF -SITE ALL FACILITIES WITHIN THE
PROJECT SITE TO INCLUDE BUILDING, CONCRETE STRUCTURES (ABOVE GROUND AND
FOUNDATION), SITE LIGHTING STRUCTURES, PAVEMENTS AND ALL SECONDARY UTILITIES.
ALL MATERIALS SHALL BE PROPERLY DISPOSED OF PER N.C. REGULATIONS.
2. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE
ACTIVITIES OTHER THAN THE FIRST CITIZENS BANK SITE SHALL BE PROPERLY
PRESERVED AND PROTECTED.
3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR
ADVERSE CONDITIONS DISCOVERED DURING DEMOLITION OPERATIONS.
4. REMOVE AND DISPOSE OF EXISTING ON -SITE VEGETATION
CLIENT:
TITLE:
FIRST CITIZENS BANK
GENERAL NOTES
V
THE PROJECT IS LOCATED WITHIN THE TOWN OF OAK ISLAND, BRUNSWICK COUNTY, NORTH
CAROLINA AT THE INTERSECTION OF EAST OAK ISLAND DRIVE AND MCGLAMERY STREET. THE
SUBJECT PARCEL IS APPROXIMATELY 1.32 ACRES AND CONTAINS AN EXISTING FIRST CITIZENS
BANK ON THE SITE. THE SITE CURRENTLY DRAINS TO EXISTING DROP INLETS ON THE SITE OR TO
THE EXISTING STORM DRAINS IN THE STREET WHICH TIE INTO THE EXISTING ROAD DRAINAGE
SYSTEM. THE SITE IS VERY FLAT WITH AVERAGE SLOPES RANGING FROM 0.6%.-2%.
THE SITE CURRENTLY HAS A ONE STORY FIRST CITIZENS BANK BUILDING AND ASPHALT PAVEMENT
FOR PARKING IN THE SOUTHWEST CORNER OF THE SITE THESE EXISTING FEATURES WILL NEED
TO BE DEMOLISHED. THERE IS OPEN SPACE TO THE EAST AND NORTH EAST OF THE EXISTING
BUILDING CONSISTING OF TREES AND GRASS WHICH EXTENDS TO PRICE STREET. THE EXISTING
IMPERVIOUS AREA ON THE SITE IS 0.38 ACRES. THE SOILS FOR THIS PARCEL ARE ENTIRELY
COMPRISED OF KUREB FINE SAND (KrB). THIS SOIL IS CLASSIFIED AS HYDROLOGIC SOIL GROUP A.
THE PROPOSED SITE INCLUDES A 2,700 SF FIRST CITIZENS BANK BUILDING WITH A DRIVE THRU.
ENTRY WALKS AND 22 ASSOCIATE PARKING SPACES. THE SITE WILL HAVE TWO ACCESS DRIVES
OFF OF MCGLAMERY STREET AND ONE ACCESS DRIVE OFF OF PRICE STREET. A TOTAL OF 0.71
ACRES OF IMPERVIOUS AREA IS PROPOSED WITHIN THE SITE LIMITS WHICH INCLUDE ALL OF THE
ABOVE MENTIONED ITEMS.
EROSION CONTROL NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF EXCESS MATERIAL OFF -SITE.
2. CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE CONSTRUCTION PROJECT ALL
EROSION CONTROL COUNTER MEASURES SHOWN ON THIS SHEET IN ACCORDANCE WITH
APPLICABLE STANDARDS FROM THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
REGULATIONS.
3. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 15 WORKING DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER FOR ALL
DISTURBED AREAS WITHIN 30 WORKING DAYS OR 60 CALENDAR DAYS, WHICHEVER IS SOONER.
4. GROUND COVER SHALL BE ESTABLISHED PER "SEEDBED PREPARATION NOTES' PROVIDED IN
LANDSCAPING SPECIFICATIONS.
5. CONTRACTOR'S CONSTRUCTION SEQUENCE:
- OBTAIN GRADING PERMIT
- SET UP PRE -CONSTRUCTION CONFERENCE ON SITE WITH EROSION CONTROL INSPECTOR OF THE
TOWN OF OAK ISLAND SERVICES DEPARTMENT (910.278.5024) FOR A PRE -CONSTRUCTION MEETING
PRIOR TO ANY LAND DISTURBING ACTIVITY.
- MOBILIZATION ON -SITE
- INSTALL SILT FENCING AND CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
- CLEAR / GRUB / ROUGH GRADING AND INSTALLATION OF CONSTRUCTION ENTRANCE PADS.
- CALL FOR ON -SITE INSPECTION BY ENGINEERING INSPECTOR. WHEN APPROVED, BEGIN
DEMOLITION AND EXISTING PAVEMENT REMOVAL
- INSTALL NEW STORMWATER DRAINAGE SYSTEM INCLUDING INLET PROTECTION AND STONE CHECK
DAMS.
- INSTALL WATER AND SEWER AND APPURTENANCES.
- MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
- STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE.
- INSTALLATION OF CURB AND GUTTER, BUILDING CONSTRUCTION, AND ROOF DRAINAGE
- FINISH GRADING / PAVING.
- FINAL LANDSCAPING / PLANTINGS.
- SITE CLEANUP / DEMOBILIZATION.
6. STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED
SLOPES MUST BE SEEDED AND MULCHED WITHIN 30 WORKING DAYS OF COMPLETION OF GRADING.
ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED WITHIN 120 WORKING DAYS.
7. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS
RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL
STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM
THE PROJECT SITE
8. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES
INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY
LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND
DISTURBANCE TAKES PLACE.
9. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS
SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE
PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE,
THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT
SHALL BE REMOVED FORM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT
IS REMOVED IN THIS MANNER.
10. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURE SHALL BE REMOVED WITHIN 30 DAYS
AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED
AND APPROVAL HAS BEEN OBTAINED FROM THE TOWN OF OAK ISLAND SERVICES DEPARTMENT.
TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
SEDIMENTATION.
11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, U.S. DEPT. OF AGRICULTURE, AND U.S.
SOIL CONSERVATION SERVICE.
12. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE
CONTACT WITH THE EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING
STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF THE TRENCH.
c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN
APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES
NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO
MINIMIZE EROSION AND PROMOTE STABILIZATION.
e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
14. UNDERGROUND DETENTION SYSTEM (STORMTECH) SHALL BE FLUSHED IN ACCORDANCE WITH
MANUFACTURER STANDARDS ONCE SITE IS FULLY STABILIZED.
PROJECT AND CONSTRUCTION NOTES:
1. ALL NEW CONSTRUCTION AND SOIL AND EROSION CONTROL COUNTERMEASURES
SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWN OF OAK ISLAND'S CODE OF
ORDINANCES AND NCDENR UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AND RELOCATE AS
NECESSARY IF NEW GRADING SHOWN CAUSES UTILITY DEPTHS BELOW MINIMUM COVER
REQUIREMENTS.
3. SPOT ELEVATIONS AT CURB AND GUTTER LOCATIONS ARE GUTTER ELEVATIONS AT FACE
OF CURB, UNLESS OTHERWISE NOTED.
4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL ALL DISTURBED AREAS WHICH
ARE NOT OTHERWISE STABILIZED SHALL BE TOPSOILED AND SEEDED, TEMPORARILY OR
PERMANENTLY IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT
CONTROL REGULATIONS. PERMANENT SEEDING AND GRASS ESTABUS14MENT IS REQUIRED
PRIOR TO PROJECT COMPLETION AND ACCEPTANCE
5. ADDITIONAL MEASURES TO CONTROL SEDIMENT AND EROSION MAY BE.REQUIRED BY
A REPRESENTATIVE OF THE TOWN OF OAK ISLAND SERVICES DEPARTMENT AND/OR
NCDENR BASED UPON SPECIFIC SITE CONDITIONS.
6. TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION.
7. BACKFLOW PREVENTOR FOR DOMESTIC WATER AND IRRIGATION SERVICE SHALL BE
LOCATED INSIDE THE BUILDING. SEE PLUMBING PLANS FOR BACKFLOW PREVENTOR
LOCATION. CONTACT TOWN OF OAK ISLAND PUBLIC UTILITIES WITH QUESTIONS
(910.278.5011).
r
OAK ISLAND
M"" NORTH CAROLINA
011737152
NUMBER
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TREE TABLE
1-9'OAK
2-17'OAK
3 - 13' OAK
4-14.5'OAK
5-21'PINE
6 - 14' DAK
7-13'OAK
8 - 13' OAK
9 - 4' PALM
10 - 2/4' BIRCH
11-14'OAK
12 - 24' OAK
13 - 24. OAK
14 - 2' CREPE MYRTLE
15 - 2' CREPE MYRTLE
16 - 2' CREPE MYRTLE
17 - 2' CREPE MYRTLE
18 - 20' OAK
18 - 20' OAK
19 - 20' OAK
20 - 20' OAK
21 - 18' OAK
22 - 12' DEAD OAK
23 - 16' OAK
24 - 13' OAK
25 - 12' OAK
26 - 11' OAK
27 - 10' HOLLY
28 - 14' OAK
29 - 8' HOLLY
30 - 13' OAK
31 - 24' OAK
32 - 18. OAK
33 - 21' OAK
34 - 24' OAK
35 - 10.5' OAK
36 - 12' OAK
37 - 8.5' OAK
38 - 9' OAK
39 - 16' OAK
40 - 6' OAK
41 - 8' OAK
42 - 2/10' OAKS
43 - DOUBLE OAK - 12% 16'
44 - 13' OAK
45 - 7.5' OAK
46 - 16' OAK
47 - 12' DEAD OAK
48 - 6' OAK
49 - 8' OAK
50 - 24' OAK
51 - 10' OAK
52 - 15' OAK
53 - DOUBLE OAK - 12' i 25'
54 - 12' DAK
55 - 15' OAK
56 - 8' OAK
57 - 15'OAK
58 - 12' OAK
59 - 19' OAK
60 - 13' OAK
61 - BIRCH CLUSTER - 4.5, 5' i 7'
62 - PALM
63 - 194 OAK
s _ 17a4
7'18 RCP _ _ PIPE ELEVATIONS
— NUMBER ELEVATION ASPL�AL::.;
ELECTRIC
s7 ATV
ANK
n.l iGsN9
iYAc; ':::::;._; 17� 24• RCP
.� .� .. --123.46'- .- - -
8'
IRDROP
x 1643 INLET
3673 ST x nst
t7
127 ! sA. - - - •� 16a9
x lss9
89 t8'43642
9SPEED 7
C y to x vac
.
x174e
..17-06
x 17 - -
Waal 7At
::--:.-:---------- ----::.-:..-:.-.-:.•..' ' .
pLIMIT SIGN EDGE OF PAVEMENT
Tx 16oc
PaILLP° T �
16.79
�- tu9
---•-�' —
—
a� 3
EAST OAK ISLAND DRIVE
60' R/W 1677
U, Ir I
(u; 1
VALVE NOTE: UNDERGROUND UTILITIES NOT SHOWN.
1 WERE NEVER LOCATED BY NC ONE CALL
NOTE --
THE PROPERTY SHOWN HEREON IS
NOT IN A FLOOD HAZARD ZONE.
STATE OF NORTH CAROLINA
BRUNSWICK COUNTY
1, ROBERTS. McHENRY, JR. CERTIFY
THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL FELO
SURVEY MADE UNDER MY SUPERVISION;
THAT THE RATIO OF PRECISION AS
CALCULATED BY LATITUDE AND DE-
PARTURES IS 10,000'+: THAT THE
BOUNDARIES NOT SURVEYED ARE SHOWN
AS BROKEN LINES PLOTTED FROM IN-
FORMATION FOUND IN BOOKS REFERENCED.
WITNESS MY HAND AND SEAL THIS THE
22NO DAY OF APRIL , / A.D. *08
S- \wnrk\080132
CENTER.
OAK ISLAND UTILITIES LOCATED BY SKETCH
PROVIDED BY OAK ISLAND AND EXISTING
PHYSICAL EVIDENCE.
DATE SURVEYED: APRIL 17, 2008
J08 NUMBER: 08-0132
1
14,53'
2
13,28'
13. 6'
4
9'
5
12,19,
11.47'
7
9.21'
t0.28'
9
10,44'
10
IL34'
11
9291
12
13
14.48'
15.18,
14
13.26,
15
14,32'
1
1 . 9'
17
13.2 '
18
12.78'
1.
20
11.34'
21
10.31,
8.4 ' .
23
24
8.48'
2
I'
e*o N CA/j °pooO
°o•°O*:.0W'�1j�� °•°°
a,r ESSlO 'I' g
EXCEPT AS SPECIFICALLY STATED OR SHOWN THE LOCATIONS OF UNDERGROUND UTIUTIES
ON THIS PLAT. THIS SURVEY DOES NOT PURPORT AS SHOWN HEREON ARE BASED ON ABOVE-
70 REFLECT ANY OF THE FOLLOWING WHICH MAY GROUND STRUCTURES AND RECORDED DRAWINGS
SURVEY BY: DW/SMAH
FIELD BOOK: LB-08-1
DRAWN BY: C.KENNEDY
SCALE: 1 INCH 30 FEET
SEAL '
BE APPUCABLE TO THE SUBJECT REAL ESTATE: PROVIOED THE SURVEYOR. LOCATIONS OF
;a0%:
EASEMENTS, OTHER THAN POSSIBLE EASEMENTS UNDERGROUND UTILITIES/STRUCTURES MAY
L^3521
THAT WERE VISIBLE AT THE TIME OF MAKING VARY FROM LOCATIONS SHOWN HEREON,
LEGEND:
E1F EXISTING IRON PIPE FOUND
MCHENRY SURVEYING
��
OF THIS SURVEY; BUILDING SETBACK LINES; ADDITIONAL BURIED UTIUTIES/STRUCTURES
RESTRICTIVE
NIP - NEW RON PIPE SET
PROFESSIONAL LAND SURVEYOR
4, O f� °•
yy1j3 RN„�.a
COVENANTS; SUBDIVISION RESTRICT- MAY BE ENCOUNTERED NO EXCAVATIONS
O p ��o°°
°oar *
IONS; ZONING OR OTHER LAND USE REGULATIONS WERE MADE DURING THE PROGRESS OF THIS
EIR . EXISTING IRON ROD FOUND
�tAo°o°
AND ANY OTHER FACTS THAT AN ACCURATE AND SURVEY TO LOCATE BURIED U-nUT1ES/
NIR - NEW IRON ROD SET
P.D. BOX 433-8509E.OAK ISLAND DR.
000Z. Mu a c
CURRENT TITLE SEARCH MAY DISCLOSE. STRUCTURES
TBM - TEMPORARY BENCH MARKNoj
OAK ISLAND, N.C. 28465
-
LP. LIGHT POLE CO- CLEANO
TEL: [phone]
FAX [phone]
REV. No.: REVISION: I I DATE I DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Hom and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 200E
iyWil lliil:I "0 1101a11x;g
Kimley-Horn
and Associates, Inc.
P.O. BOX =68 - RALMIK NORTH CAROLINA 27636-WW
PHONE [phone]W FAX [phone]
CLIENT:
FIRST CITIZENS BANK
PLAT OF SURVEY FOR
FIRST CITIZENS BANK
LOTS I THRU 10, 25, 26 & PART OF LOT 24
SMITHVILLE TOWNSHIP, BRUNSWICK COUNTY
OAK ISLAND. NORTH CAROLINA
0' 30, 60' 90,
NOTE: THE SUBJECT SITE DOES NOT CONTAIN WETLANDS
TITLE:
EXISTING CONDITION PLAN
05 09 08
HORILUNTAL SCALE:
1 "=30'
PAB
If
N
OAK ISLAND
NORTH CAROLINA
ATTACHED REFERENCE FILES Jae NUMBER: SHEET NUMBER:
011737152 1 C2

I
SEWER INLET I -
MANHOLE �J
TOP=16.08'
(N)INV.=8.38' S
(E)1NV.=8.48'
(S)INV.=8.48' -3 S $ S - -
- �---- S - -- _ S
' f -------- - PRICE STREET YV �I 60
f R/,A/ S S SEWER MANHOLE
STOP = 17.37'
N x 17.90 -
x 17.80
lD - - _ x 17.55_
to ' ..----
...
1
3 ( CL 17.34
I -- _ _ x 17.44 ( ~NIR g S 86-06'38" E x 17.31 ❑CAN7'19 1
x 17,51FTREEPROTECTION 1 05.00' 17.4 EIR
3 t FENCE
I 2.
' t 7.89
3.
t LOT 28 17.ao 5 4.
xt xt7.64Ix
5.
9 17.94 17.42
5 17.80 57 1
W' R 1 .72 ' 3t
Ut \ 3 1 - /�.�. 17.1Ek 5 4 18.04 x 7.
O
04
I w
r'� x 18.07
Z a 17.69 R x 17.713 ' (Q � 9.
\ ' xx jj177..72 i
LOT 27 5 / i /�
EXISTING LAMPPOST _ 1 r' x 1 .38 5
16.64 x 16. TO BE REMOVED / I TREE PROTECTION j8.9 8 07 18471 N ' � 16.27 ' x x 16.90 � x FENCE 04
7 x 17.62
^ 3 i 16.76 x 16.93i x i' 7.32 x 7.8 7 C�
I v/ c '� 17.17
NIR ELECTRIC / in ; - - t7 CO x 17.66 17.90 \ \ \ CP EIR EIR
�D S 86'06 38 E 150.0 i N 86-06'38" W
f x t6. CO 16, I 17.30 CLEARING LIMITS ,
~ .89
LL1 17.26 1 •96 1 1 17.83 EIR 4 5;00
1s.ao t �
�7.52
17.48
I ' < R 16,471661 /'�J EXISTING/�(NLET 17•' 4
1 670(TO BE REMOVED 76. CQS17.83
x 17.17 x 17.6 �'lJr
N 0 17.49 ts.94 t7. 0 x 77.45
U 1 16.9 7.00 x 17.24
' 3 17, 05 A 17.83 17.85
STORMWATER MANHOLE 17X.58 x 17.57 CLEARING OMITS
x 16.S1I
70P=76.71' � 17.60 '
(W)INV=12A 9' ° 17,63
(E)INV.=12.19'
DROP Itf` 7
RiM=16.39t
(N)INV.=10.28'
(E)INV.=11.47'
(S)INV.=10.44' 1
1
16.52 \
16.
x
)x
1 "
16.63 / \ % g
LJ
O 1 S{j
3 Pin
EXISTING SANITARY
43 COLMQVLU
17.36 x 17.63
17.37 8.10
'EXISTING
��a �� no
woQ( ,,.viz♦ f�� �f•ny1ip ♦o o♦o oo•`` .
.. �•o•♦f♦,�� . 0�� �r��
"A W
•
T♦�troftipi�,�►♦Y j♦'►�Pf� ♦'"
vrL'l1 f�� v �o�•����f♦•ff•ff•ff••���uo�•fr•fr•s
f��♦�fffj��'� - I f•♦ f♦♦- .
fT�n
ffl♦sfs
A• f ♦♦f•�y f�„ ���lt►t~._f
oaf♦ f♦♦ fHt� fti��',j�� y �1� i
f♦jffff♦f♦ffNN
����tt♦INS ff♦♦f�
• f• f• ♦• ��A♦♦♦♦ f♦f f♦1
., •' 'irfff♦awr►�fv .,�,<4 ,r, b�+o�f•♦fo♦♦♦
Yf ♦i ff fit- =1,5 .�♦ �.••.% ,. S♦
♦G��j,�fj►��1
fg-Al LP ►��`=oof♦♦f♦vo'
ff 4 ♦ .•.♦ f♦
�rf: �f+
EXISTING INLET
•'N
3 R;wa
BE REMOVED
f r�'ri�♦A j�
a.
i•••ff 1�'�,f-�t)f♦ fffff•� ff•�re Ct,f ��♦1�u:o, `�
�s �,<l[+A ♦♦f i" =� �fA ►�� *lkw"
��r1�cc 3 3. x t 7.79
x 17.14 Lr,14 3 t _
x 17.31 ( .69 6x 77.87
b 'W O
x 17.17 1O
x 17.48 I
I0
0
fn
17.44 77.06 i
N' F 17.23 ,}1y�,y� 7.63
x 17.12 x 7.20
1 .0316. / r 17.40 }�( 17.34
16. �CTI
/ 1 � LP / �
X6. 77 CL 7.11 1 _ 1 7.39 77.10 // 01(yj 6.94� �/.
_ - � ( f9CtX� � v
' UGXISTINHTPOS J77 b \ 16.78 dx 1 94
TO B 17.12 2 16,80
16.57 \ x 16.4 x 16.99
REMO 0 17 / x 16.64 \\ ` 17.07 CLEARING LIMITS
DROP INLET ' i t 1 45 t 7.65 7 7.71 x \ 16.83
RIM=16.48t
1 ' 16.66 FISTING UGHTPOST �x 16.63
TO BE REMOVED O
(N)INV.=11.34' ! 1fi' t 7.04 /
(E)INV.=11.69- 1 16.59 ELECTRIC EXISTING INLET
(S)INV.=11,34• 3 76.7 ANK 0 17.06TO BE REMOVED /
1 (W)INV.=1 �G 16.73 S EN 7dZ.19 SIGN �. _ _ _ _
RCP - I SIG x16 83 -x 17'� st - 17.59 7 . ti _�� / 24 RCP , NL� "RCP
_ _ _ 18
DROP - •_ - - - 16.6 x 17.33 - - _ - _ x 17 �-,•• EIR I4 6.89 _ I 16.69 16 89X18'48� - - _ - _ - EIR - _ - _ _ -
t INLET 3 _'M-89 - . jj7{
1 tTG� a SPEED 16.62 tJ' x 16.59 x 16.41
- -04 -� LIMIT
SIGN
1
177. _ ` _ TREE PROTECTION 16.06
EAST OA LAK SISI ND DRIVE gp� - -_ _ FENCE
't
16.77 16.48
1
E WATER
' ALVE
4 REVISED TO INCLUDE EMPLOYEE PARKING SPACES 2/05/09 MCP PAB
1 REVISED PER TOWN TRC COMMENTS DATED 6/9/08, REVISED GRADING AND STORMTECH SYSTEM DESIGN 7/23/08 MRA PAB
REV. Na: RENSION: DATE. DRAM BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared Reuse
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Klmiey-Horn and Associates, Inc.
Copyright Kimley-H= and Associates, Inc., 2008
PREPARED IN THE OFFICE OF:
Kimley-Horn
and Associates,Inc.
P.O. BOX UM - RAL.EMR NORTH CMIN- A 27686-3068
CLIENT -
TITLE:
FIRST CITIZENS BANK
DEMOLITION PLAN
DEMOLITION NOTES:
THE CONTRACTOR SHALL DEMOLISH AND REMOVE OFF -SITE ALL FACILITIES WITHIN THE PROJECT
SITE TO INCLUDE BUILDING, CONCRETE STRUCTURES (ABOVE GROUND AND FOUNDATION), SITE
LIGHTING STRUCTURES, PAVEMENTS AND ALL SECONDARY UTILITIES. ALL MATERIALS SHALL BE
PROPERLY DISPOSED OF PER NORTH CAROLINA REGULATIONS.
ALL PRIMARY UTILITIES DISCOVERED DURING DEMOU11ON OPERATIONS THAT SERVE ACTIVITIES OTHER
THAN THE FIRST CITIZENS BANK SITE SHALL BE PROPERLY PRESERVED AND PROTECTED.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE
CONDITIONS DISCOVERED DURING DEMOLITION OPERATIONS.
REMOVE AND DISPOSE OF EXISTING ON -SITE VEGETATION
CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER EXISTING
BUILDINGS, INCLUDING FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND AROUND THE
PROPERTY INCLUDING BUT NOT LIMITED TO BOLLARDS, GAS METERS, AIR CONDITIONING UNITS,
SIGNS, CURBS. SIDEWALKS, ELECTRIC METERS, FENCING, ETC.
CONTRACTOR TO CONTACT NORTH CAROLINA ONE -CALL UTILITIES LOCATION SERVICE (811) AT
LEAST 72 HOURS IN ADVANCE OF EXCAVATION IN ORDER TO LOCATE UNDERGROUND TRAFFIC
SIGNAL DETECTION AND CONDUITS WITHIN THE AREA. REPAIR OR REPLACEMENT OF ANY DAMAGE
TO EXISTING UTILITIES TO REMAIN IS THE FINANCIAL RESPONSIBILITY OF THE DEVELOPER OR HIS
REPRESENTATIVE.
SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO UMITS REQUIRED FOR NEW WORK.
CONTRACTOR TO COORDINATE WITH THE APPLICABLE UTILITY COMPANY WHEN REMOVING AND / OR
RELOCATING UTILITIES.
0. EXISTING SANITARY SEWER SERVICE AND WATER SERVICE CONNECTIONS TO EXISTING BUILDING
SHALL BE ABANDONED BY THE CONTRACTOR PER TOWN AND STATE GUIDELINES.
DEMOLITION LEGEND
® BUILDINGS TO BE REMOVED
® PAVEMENT TO BE REMOVED
® UTILITIES TO BE REMOVED
TREES TO BE REMOVED
TPF TREE PROTECTION FENCE
CLLIMITS OF CONSTRUCTION
NOTES:
DEMOLITION NOTES. uuvc cnc ,vv,w nrvu
GRAPHIC SCALE
( W FEET)
1 inch - . 20 &
ALSCALE OAK ISLAND
u scu1.:
By
, NORTH CAROLINA
CHECKED BY: ATTACHED REFERENCE FUS. JOB NUMBER:
PAB 1 011737152
OF

PRICE STREET _ 60' R/W
I
I
I.
of
W I
Citf WI®
LL DO NOT -
ENTER
U i SIGN
C 24"
{ STOP
BAR
DO NOT -
ENTER
I SIGN
r- IW
OPEN CUT AND REMOVE
EXISTING PAVEMENT TO
CONSTRUCT 6' SANITARY
SEWER SERVICE
r-- R20')24*
TOPAR Nam
NIR — — 6'06'38" E
! 105.00'
r
r
! I
!
I I
r LOT 28
I
I 24'
! I
r _ W
! t0
r a'
ZI
r I
! EXISTING TREE LOT 27
TO REMAIN
r (TYP.)
!
r r
f
f
NIR ELECTRIC
" E
—' S 86_06_38150.00'
EIR R200'
xEXISTI G
/ , EDGE OF CANOPY 14_1' "`iiVTT��"'
f PAVEMENT UMITS
STOP SIGN
• - . R20'
R133'
:.�16. _4BIPASS ATM
R732' :•
SPILL CURB I F '-
(TYP.) 1.
4.5'
R12'
as 11 • j�
4.5' C4�
HVAC
ENCLOSURE 8.5 • ��
® R6'
24' RV
PROPOSED
FIRST CITIZENS BANK
I00 1 12,700 SF
o V i t L T REA =1.32 AC.
R20' STOP SIGN
I ® 22 PARKING SPACES
O ! I
STOP` I R15'
BAR I 24'
i 10'
R15' R3'
I
R20' I �il} 1 O
J 9
R15' 8.5'
2' CURB 8 SIBLE 10'
I D GUTTER RAMPS, SIGNAGE, PARK N
EXISTING BANK PING TO
COONDFORMITO ADA
SIGN
24' 6' CONCRETE �
R39' STANDARDS SIDEWALK
ELECTRIC BANK
I sic EEi — SIGN
11.6' EXISTING TREE TO
— — — �_ ,127.00' REMAIN (TYP.)
N 86'06'38" W .. --L — — — — — —
EIR
- - MATCH EXISTING EDGE 0 SPEED
OF PAVEMENT LIMIT
_ MATCH EXISTING EDGE SIGN
- OF PAVEMENT
NEW EDGE _ T OAKLASIND DRI E - _ ---
OF PAVEMENT
RV
R3'
R15'
FLAG POLE /`-
Y OTHERS) J
L R20' MATCH
EXISTING
PAVEMENT
STOP SIGN EIR
I
i
C i
I�
O
O 0
O �
R67,V O
to
IV)
EIR
EIR
- 27.90' N 86'06'38" W
C3 5.00'
r
r
C3C
TRANSFORMER PAD
U1
];-,--(TYP.)
CONC.
WHEEL
STOPS
f— R3' (TYP)
"II SPILL CURB
(TYP.)
4'.
R3'
!
R39' I
S2' I
10.62'
S8$48"
23.46' - OR
EXISTING EDGE -/
OF PAVEMENT - - -
(IN FEW M)
i Inch - 20 fk
FA1
SITE LEGEND
PROPOSED CONCRETE
PAVEMENT MARKING
DIRECTIONAL ARROWS
0
NEW SIGN AS NOTED (M.U.T.C.D.)
VR
FACE OF CURB RADIUS (TYP. ALL)
HANDICAP RAMP (DEPRESSED WALK)
WHEELCHAIR RAMP
SPILL CURB
OPARKING
SPACES
CALL BEFORE YOU DIG... IT'S THE LAW
CALL N.C. ONE —CALL (811)
FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST 2
WORKING DAYS PRIOR TO BEGINNING GRADING OR
TRENCHING
NORTH CAROLINA GENERAL STATUTE 87-102
ALLLTEDIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
SITE
DATA
EXISTING SITE AREA
1.32 ACRE
PROPOSED SITE AREA =
1.32 ACRE
TOTAL DISTURBED/DENUDED AREA =
1.16 ACRE
IMPERVIOUS AREA (EXISTING) =
16,839.05 SF
EA (PROPOSED) =
IOU:AREA
30,927.60 SF
(EXISTING) =
40.552.54 SF
CPEER%AOUS
US (PROPOSED) =
26,463.96 SF
NT IVIOUS (ON —SITE) =
3.8%
G USE:
FINANCIAL INSTITUTION
EXISTING USE ON ADJACENT PROPERTY: NORTH — VACANT
EAST — CONVIENCE/GAS STATION
PROPOSED USE:
FINANCIAL INSTITUTION
EXISTING BUILDING AREA:
1.562 SF
PROPOSED BUILDING AREA:
2,700 SF
EXISTING USE CATEGORY
FINANCIAL INSTITUTION
PROPOSED USE CATEGORY
FINANCIAL INSTITUTION
PROPERTY ADDRESS
8900 E. OAK ISLAND DRIVE
OAK ISLAND, NC 28465
PROPERTY ID II LOTS 1-10. 25, 26 AND PART OF LOT 24
ZONING
CB (COMMUNITY BUSINESS DISTRICT)
VEHICULAR PARKING REQUIRED
(1 Space / 200 SF, 2,700/200
- 14 SPACES
PLUS ONE SPACE PER EMPLOYEE) 17 SPACES
PARKING PROVIDED (INCLUDES 2 HC)
22 SPACES JA
MAP NOTE:
INFORMATION TAKEN FROM MAP PREPARED BY McHENRY
SURVEYING, 8509 E. OAK ISLAND DRIVE, OAK ISLAND, NC
28465 TITLED "FIRST CITIZENS BANK' DATED APRIL 17.
2008.
NOTE: UNDERGROUND UTILITIES NOT SHOWN,
WERE NEVER LOCATED BY NC ONE CALL
CENTER.
OAK ISLAND UTILITIES LOCATED BY SKETCH
PROVIDED BY OAK ISLAND AND EXISTING
PHYSICAL EVIDENCE.
���o,,
PREPARED 1N THE OFFICE OF: CLIENT: DATE'05 09 08 PROJECT: ����UIIUt
o CARP NOMZONTAI SCMF:
KimleywHorn FIRST CITIZENS BANK ''�QEIo?9'�n OAK ISLAND
4 REVISED TO INCLUDE EMPLOYEE PARKING SPACES 2/05/09 MCP PAB '� S = N A
1 REVISED PER TOWN TRC COMMENTS DATED 6/9/08, REVISED GRADING AND STORMTECH SYSTEM DESIGN 7/23/08 MRA PAB a n d Associates, Inc.
TITLE: = _ DRAWN 9Y: NORTH C A R O L I N A
ttEv No.: IYi510N: DATE: DxAxN 8Y CHECKED Br �v•: 9 'fj(^�� MWH
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse SITE PLAN ... `\Gj : DEseNED er
of and Improper reliance on this document without written authorization and adaptation by Kimley—Hom and Associates. Inc. shall be without liability to Kimley—Hom and Associates, ]no- P•O, BOX 33M — RALE113K I� CAROLM 27636-3Q6$ �� , p K �tiF \`>>��� ATracHm t+EFexEN� Flt�s JOB Nuue SHEET xuuaex:
Copyright Kimley—Horn and Associates, Inc., 2008 PHONE: [phone] FAX- [phone]
SEAL: rr��tllt11111tt�� 5 �j �EacmAB 011737152 C4

I - - PRICE STREET 60' RAW J S S S _� EVER MANHOLE
ti 1 x 17.90 - - -
1 x 17.80
x 17.55 �-- -
t I P
� 1
TEMPORARY.
CONSTRUCTION
ENTRANCE/EXIT
t L I I NIR � -�-•�- �
t
1 1 x 17.51
I 1 3 I
1 1
I 1 I TREE PROTECTION
FENCE
N i I I 1 17.80
1 3 ( LOT 28
x 1
LLI
17.18c OI
1 I TOWN TO PROVIDE TAP F0? 6'
t j WATER MAIN AND EXTEN TO ROW p
I i O! 1 (6"X8- TAPPING SLEEVE/AND VALVE). z 1 C317.69
i I c Ct,}
FIRE
IR EHYDYANT \� 1 x 17.72
t GV 1- DOMESTIr METERS LOT 27
®TOWN TO PROVIDE I t L d 1" IRRIGATION METER
TAP FOR 1-1/2" t L1 I I 16.64 CONNECT TO IRRIGATION SYSTEM
WATER MAIN AND N I 16 27 I M (SEE RPZ NOTE THIS SHEET) I TREE PROTECTION
EXTEND TO ROW 1 I x x 16.90 CB-1 x 16.93-/ x x 17.32 FENCE
RIM 18.40 17.17
_ 1 I ELEC i ^ INV_OUT�4M11 ' 1-1/2" PVC
RIM= 9.05 i IR / S 86°0 38" E CdNATER SERVICE x 17,66
_ 150.00' 0 90' BEND CLEARING LIMITS
INV. OUT-13.50 Vt ' � L x 1 17.26 1 '9 1 x 17.22c 7.1 17.0 x 1 .16K 17,21c 17.27 17.30 3 EIR SILT FENCE
x 17.12 17.05
(SEE DETAIL ON W t
SHEET C12 FOR 1 - x t b
ORIFICES, WEIR I t Q 164716. 7) B- I) 17.00 / k t
LocnnoNs/eLEvnnoNs)i�t
1 J i .70(
t 0 x 1 8 SEE CR S SECTI
L 16.93 DETAI A -A ON 'fly .00- ' • �q) /q,
1 U . sHWT C10 s v '` S p
g / MH-2
STORMWATER MANHOLE 1 X1{n•11 .� Q/ gQ O 0��� o ® RIM 18.70 '
H ff ro 1 INV. IN 14.79 T�-_-
TOP=16.71' i P�1110
00-S3 0 '�• ® •� T _
h .�0- a A INV. OUT 14.
F-
(E)INV. N 1 6 II / 0y a' 0 1 SUMP 12.00 l
INSTALL CURB INLET OVER L.
EXISTING 15" RCP 1 !6. 16 7x SANITARY CO-8 - CO-1
SEWER MAN 7eSERVICE ®
6.96
TOP 16.49' 16.52 x e9 1% MIN L,1 1
INV.=9.61' CO-S4 �� (� CO-9
CORE DRILL INTO lx 7.0 sr 76 9
EXISTING MANHOLE (�� 715 CID >> �� • • C ^O CO-2
DROP INLt1 � ...
INV.ERIFY) RIM=16.39t t q3 2.79X (FIELD VERIFY) 16.63 / j
_1 (1)
(N)INV.=10.28' _ 1N.=11.4T RIMso 417.38 (S)INV.10.44' 1 INV. IN 1 .09 7, iG . --I20.17
to
INV. OUT 1 09 O 1 ,
1 O!K) N! �h y KA 20.17 CFI -s
EXISTING MANHOLE L0 x16. 8 m ��' I
INv.=�2.30 x 6 t -I r� OD I PROPOSED FIRST
PROPOSED 6' DOMESTIC t (FIELD RIFY) 16 d' 1 n 16.82 I �9
SANITARY SEWER SERVICE i 6.4p LJ ,9ryh I CrMENS BANK 20.17 I 7g JR
t FFE�20.50 I
P ,
i s 9< t 6.86 a �o o
6.65 .r7. 1 N KP 90 hh t n 20.17
CD
N t P O 00 y'b RIM 18.64 >
STORMTECH SYSTEM t �h' �0 INV. IN 14.40 A \
WITH ISOLATOR ROW _ INV. WT 14.00 G: - (I 6 a o o
REQUIRED VOLUME= 3,741 C.F. t # t LIMP 12.00 • d I• .40 • 7
PROVIDED VOLUME= 3,820 C.F. 1 i x 42 t 6. h
O
INVERT OF STONE BASE = 13.50 t q. 6 � � '� 9-
o 2
77 \ 5 1x 7666�ryh� �of S /9 ��bry /^� /--- •
t h ``77 Ci6.83x x hCB-4 X18.8D X19.19 1$ \ 1
1 m j RIM 78 00 0 0
INV IN 14 60
GRAPHIC SCALE
(nifP'ZI1T)
1 inch m 20 &
17.34
x
17.31 ❑CAN x 17'19
I
�
I
N
Ix
ry?
7'
17.94 17.42
8
1
.72 I s'
18.04 "
� p O
� p O
B3(S)
hx 18.07
8.07 �I
,^
Cy71 x 17.62
EIR EIR
N 86.06'38" W
7.89 5.00'
4P
x 17.52
17.48
I x 17.45
CLEARING LIMITS
SILT FENCE
TREE PROTECTION
FENCE
'tYt 17
40
ox 17.79
17.6X
fPAD ELEV.
/j 19m
191n
7.20
LEGEND
0
EXISTING CONCRETE/SIDEWALK
PROPOSED CONCRETE/SIDEWALK
HANDICAP RAMP (DEPRESSED WALK)
SPILL CURB
-828-
PROPOSED CONTOURS
--828---
EXISTING CONTOURS
• CO -Si
SANITARY SEWER CLEANOUT
• CO-1
STORMWATER CLEANOUT
-TPF-
TREE PROTECTION FENCE
- SF -
SILT FENCE
W-
PROPOSED WATER SERVICE
-SS-
PROPOSED SANITARY SEWER SERVICE
CL -
CONSTRUCTION LIMITS (DENUDED AREA)
x 869.81
PROPOSED SPOT ELEVATIONS
x 869.50
EXISTING SPOT ELEVATIONS
TC
TOP OF CURB
HP
HIGH POINT
LP
LOW POINT
®
SILT FENCE OUTLET
SOIL BORING STRUCTURAL
B t(I)
SOIL BORING INFILTRATION
SANITARY SEWER SERVICE
'CO' DENOTES CLEAN OUT, SEE DETAIL SHEET C-6
CO NO- FIN. GRD-f INV. EL PIPE*
REMARKS
BLDG N/A 16.00 6'
O 5.00%
6" PVC
CO -St 19.80 15.70 38'
O 5,00%
6" PVC
GO-S2 18.77 13.80 40'
O 2.00%
6" DIP
CO-S3 18.73 13.00 35'
O 1.00%
6' PVC
CO-S4 1&17 12.65 58'
O 1.79%
6" PVC CONNECT TO EXIST. SS
LINE O INV. 11.61, FIELD
VERIFY
"CO" DENOTES CLEAN OUT
R
INV. EL.
PIPE LEN.t
SIZE & SLOPE
REMARKS
CO-1
19.62
17.00
21'
4' PVC O 1.50%
CO-2
19.57
16.69
51'
6" PVC O 1.50%
CO-3
19.65
15.93
49'
6' PVC O 1.69%
TO CB-5, INV=15.10
CO-4
19.83
17.00
26
4' PVC O 1.55%
TO CO-2, INV=16.69
CO-5
19.80
17.00
21'
4' PVC O 5.14%
TO CO-3, INV=15.92
19.57
16.66
Z.
6' PVC O 2.00%
CO-8 19.54
16.24
51'
6" PVC O 1.76X
TO CB-1, INV=15.34
19.80
17.00
17'
4" PVC O 2.00%
TO CO-7, INV-16.66
t I \\ x 6. \ t8 O x 16.99
1 TREE P TECTION INV. OUT 14.50 165 tf/ 15' RCP ®0.25% 55,
CLEARING LIMITS
FENCE I1 t1�10 5 1 0 \ 1 SILT FENCE
DROP INLET \ x 16.63
RIM= 1
(N)INV, 111.34' t 76. I x 07 1 x 1 x 4 (��O ( 900 O CB-5 1 1
(E)INV.=77.69' t 16.59 ELECTRIC x 17,06 - - ! "b* 1� INIV. OUT015.00
(S)INV.-11.34' t 16.7 �ry x .19 SIGN x�t .O6 t
1 (W)INV. 11.58' _ 16.73_ ST SIG E � _ DROP
_x 1- - - mac � t8 , W LET 18 `RCP T %
x 16 83 _ 17.59xt ' �p
x 17.33 86'06'38" W x 17.07 C�- L- 16.89 ' >-�-
( DROP 16. x 17 8 x 7 7.07 XI FIR 16.69 89X 6. 48 EIR
t IN 89 �- 0. SPEED 16,62 x 16.59 x 16.41
- 7�.04 -�� tX � � - � LIMIT
TREE PROTECTION
t I - ---�- - -- - 17.1
EAST OAKSILAND DRIVE 60' RR W - - --- -
cv
i
16.77
4WWATER
I ALVE
4 IREVISED TO INCLUDE EMPLOYEE PARKING SPACES 2/05/09 MCP JDK
2 REVISED PER DWQ COMMENTS DATED 8/7/08 8/11/08 KMV JDK
1 REVISED PER TOWN TRC COMMENTS DATED 6/9/08, REVISED GRADING AND STORMTECH SYSTEM DESIGN 7/23/08 MRA PAB
REVNo.: REVISION. DAIS: DRAWN BY; CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse
of and 'improper reliance on this document without written authorization and adaptation by Kimley-Hom and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Hom and Associates, Inc., 2008
PREPARED IN THE OFFICE OF:
Kimley-Horn
and Associates, Inc.
P.O. BOX MW - RALEOJ NORTH CAROUM 27636-3068
PHONE (M) M-20M FAX (M) 677-2050
CLIENT:
)
16.48
FIRST CITIZENS BANK
TITLE:
GRADING, DRAINAGE, UTILITIES
AND EROSION CONTROL PLAN
NOTES:
ALL SPOT ELEVATIONS ARE TO GUTTER FLOW LINE UNLESS
OTHERWISE NOTED.
HANDICAPPED PARKING SPACES MUST NOT EXCEED 1/4-
RISE PER FOOT.
BACKFLOW PREVENTOR FOR DOMESTIC WATER SERVICE
SHALL BE LOCATED INSIDE THE BUILDING (PROVIDED BY
OWNER).
©BACKFLOW PREVENTOR FOR IRRIGATION SHALL BE LOCATED
WITHIN HVAC ENCLOSURE (PROVIDED BY OWNER).
NOTE: UNDERGROUND UTILITIES NOT SHOWN,
WERE NEVER LOCATED BY NC ONE CALL
CENTER.
OAK ISLAND UTILITIES LOCATED BY SKETCH
PROVIDED BY OAK ISLAND AND EXISTING
PHYSICAL EVIDENCE.
PROJECT:
ALSC&L' OAK ISLAND
20
.AL SCALE
N/A NORTH CAROLINA
I BY:
M WH
FILES:
011737152
NUMBER:
.5 OF

PATCH SHALL BE 6'
3,000 P.S.I.
PAVEMENT SHALL BE SAWN TO
SAWED
CONCRETE OR 7' BINDER COURSE
PROVIDE A CLEAN EDGE
CONCRETE PATCH
PAVEMENT CUTS
(3000 P.S.I.)
(REPLACE WITH 29-2)
12'
12'
v
EXIST. PAV'T EXIST. PAV'T
1�,1,f
- 8' STONE
12'
=
�:-12"
o
o —
• Z — •::•:::.:•:::::::.:::.�:::
DO NOT DISTURB —
v7
_i "��—::::.::i:i:::•i:•:ii::::�:::
- EXIST. STONE -
I
�
i DO NOT DISTURB
%:::: : iii::
SHALL BE GRANULAR MATERIAL OR -
.....
EXIST. STONE
"� Ti iiii•i•:_ciFi:
i i- FLOWABLE FILL TO PREVENT SETTLEMENT -
....... ....?... �_
M
PIPE ':`:� i �- (�PIPE
PIPE DIA. PIPE D
+ 18
+ ta"
CONCRETE PAVEMENT ASPHALT PAVEMENT
NOTE TO CONTRACTOR:
ALL PAVEMENT CUTS SHALL BE REPAIRED CONCRETE TRENCH CAP ON ASPHALT
WITHIN A MAXIMUM OF THREE (3) DAYS FROM THE STREETS SHALL BE USED ONLY DURING
DATE THE CUT IS MADE. IF CONDITIONS DO NOT INCLEMENT WEATHER WHEN ASPHALT
PERMIT A PERMANENT REPAIR WITHIN THE GIVEN PLANTS ARE NOT OPERATING.
TIME LIMIT, PERMISSION TO MAKE A TEMPORARY
REPAIR MUST BE OBTAINED FROM THE DIRECTOR
OF CONSTRUCTION MANAGEMENT.
STANDARD TRENCH AND PAVEMENT REPAIR SECTIONS
2.0' MIN.
1.0- 1 2.5'
v MINIMUM LLEENGTIS (/4 REPAR)
ELEVATION VIEW
A
0
0-875'
1.5" CHAMFER
LCURB & GUTTER
1/2" DIA. STEEL RODS ((j4 REP
2.0' MINIMUM LENGTH AR) COMPACTED BASE COURSE
SECTION A - A
NOTE:
1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE
CURBS TO PERMIT RELOCATION OF CURBS.
2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED
3.0' OFF OF BACK OF CURB
CURB STOP DETAIL
NOT TO SCALE
PSI CONCRETE
SURFACE
BASE COURSE
EXPANSION 0
EDGE OF GOI,
SIDEWALK CORNER DETAIL
NOT TO SCALE
24' CONCRETE CURB & GUITER
HANDICAP RAMP (SEE DETAIL)
AT ALL CORNERS
OK
2 COATS WHITE
TRAFFIC PAINT
(TYP.)
4 (�)
VAN HANDICAPPED
• 11
TYP. HANDICAPPED
PARKING SPACE
I
PARKING SPACE
NOTE: SEE SITE DEVELOPMENT PLAN .
FOR PARKING DIMENSIONS & LAYOUT CURB STOPS 2.5' OFF OF BACK OF CURB TYP.
DIMENSIONS SHOWN ARE MINIMUMS
HANDICAPPED PAVEMENT STRIPING DETAIL
NOT TO SCALE
PARKING
PARKING
PARKING
a
®N
MAXIMUM
SIGN R7-8
PENALTY
f 250
STANDARD COLORS (ALL SIGNS)
BACKGROUND - WHITE
SIGN R7-BE
LETTERING/BORDER - GREEN FIGURE - WHITE ON BLUE FIELD
ARROW - GREEN
CORNER RADIUS - 1 1/2' (TYP.)
IMUM
VAN
PENALTY
a
2
PARKING
12'
12"
SIGN R7-8D VAN ACCESSIBLE SIGN
z' SIGN (AS REaWRED� �)
R7-8D
HANDICAPPED SIGN DETAILS
NOT TO SCALE
1/2-R
3/4 Pt
EXPANSION
1-1/2' S9.5 SURFACE COURSE 31" Psi CONCRETE JOINT
2-1/4' 1 19 BINDER
8" CABC--let
1K
COMPACTED -
5UEiGRADE
TYPICAL ASPHALT PAVEMENT
SECTION IN VEHICULAR AREAS
A a•
NEW 24' CONCRETE
CURB & GUTTER
f nl �C x
IMlt!.�=11=11-11-11- =1.Imi-
ii=11: 71=11=
COMPACTED COMPACTED
TYPICAL PAVEMENT
SECTION
STANDARD PAVEMENT SECTIONS
NOT TO SCALE
1/2"R
OTHERWISE
' 1-1/2-R " ' 1-1/2"R
•.
N
1-1/2' S9.5 SURFACE COURSE
2-1/4' 1 19 BINDER
6' CABC
GRAVEL ..,.
k.. • n
TO
} • .r. • :' • m EXTEND .: i•
:... • 12" PAST N
HEEL OF
CURB
AO DRY CURB AND GUTTER OB CATCHING CURB AND GUTTER
PLAN SYMBOL:
CONCRETE FOR CURBING SHALL HAVE A CONSTRUCTION STAKING FOR CURBING AT CONTRACTOR'S OPTION THE GUTTER
MINIMUM COMPRESSIVE STRENGTH OF INSTALLATION SHALL BE REFERENCED THICKNESS MAY BE INCREASED AT THE EDGE OF
3000 P.S.I. AT 28 DAYS. (CUT OR FILL) TO THE FACE OF CURB PAVEMENT TO MAKE BOTTOM OF GUTTER
PARALLEL WITH PAVING OF BASE COURSE.
TYPICAL CURB AND GUTTER 24" o P WHICHEVERNIS GREATER EXPANSON JJOIN/TS Tt40' MAX.)AND ALL"P.c eM UNLEESSS
NOT TO SCALE APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN.
NOTE:
1. ALL TRAFFIC FLOW ARROWS TO
BE REFLECTIVE WHITE PAINT.
2. TRAFFIC FLOW ARROWS SHALL
BE USED FOR ALL NECESSARY
ONSITE PAVEMENT MARKINGS.
TRAFFIC FLOW ARROW RIGHT TURN
NOT TO SCALE
6' AS SHOWN ON PLANS
4'
IIJ 45.00-
4" SOLID
ITE
RETROREFtPE S
PAINTED STRIPE AAS
SHOWN ON PLANS
SOO
coN,t�spQPc���
K 51
HATCHED PEDESTRIAN/
ACCESSIBILTY CROSSWALK
NOT TO SCALE
NOTE: SEE SITE PLAN
FOR PARKING DIMENSIONS & LAYOUT
PAVEMENT STRIPING DETAIL
NOT TO SCALE
COMPACTED
5UEiGRADE
VARIES
SIDEWALK ADJACENT TO
PARKING AREAS
NOT TO SCALE
I i 1_1 11_1 I M1 11=1 I M I
VARIES (5EE PLAN)
SIDEWALK SECTION
NOT TO SCALE
4. (TYP) I \— APPLY 1/2' THICK PREFORMED
1 EXPANSION JOINT FILTER
SIDEWALK DETAIL
NOT TO SCALE
3/8' WD x 1' DEEP
SAWCUT CONTROL JOINT
PREPARED IN THE OFFICE OF:
Kimley-Horn
and Associates, Inc.
P.O. BOX 33M — RALEIGH, NOR1N CAROLINA 27636-3M
PHONE (M) 677-2000 FAX- (99) 677-2050
t'LILN 1:
FIRST CITIZEN B
S BANK
`\\ `111LIIIIIIi,r
�''��0�9�-
=
- -
%Ci '. .� •��
%� • •...... . '�j�•�
i � ��
i
�,o K �i�;\\�
SEAL: r1fi11111L11\\ zls jo?
05 09 08
HMzMT&
PROJECT:
QA K ISLAND
NORTH CAROLINA
�T,��
N A
4
REVISED TO INCLUDE EMPLOYEE PARKING
2/DATE'
MCP
PAB
TITLE.
CONSTRUCTION DETAILS
DRAWN BY:
CTM
REV. Na:
REMSION:
DATE:
DRAWN BY:
CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse
of and Improper reliance on this document without written authorization and adaptation by Kimsey-Hom and Associates, Inc. stroll be without liability to Kimsey -Horn and Associates, Inc.
Copyright Kimle Hom and Associates, Inc., 2008
y
DESIGNED BY•.
ATTACHED REEERENCE FILES
qB Numem.
011737152
SHEET NUMBER:
Cs OF
CHECKED BY.
PAB

MAINTENANCE REQUIREMENTS
INSPECT INLETS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (I INCH OR
GREATER) RAINFALL EVENT. CLEAR THE
MESH WIRE OF ANY DEBRIS OR OTHER
OBJECTS TO PROVIDE ADEQUATE FLOW
FOR SUBSEQUENT RAINS. TAKE CARE
NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL.
REPLACE STONE AS NEEDED.
CA
2-3"--
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
STANDARD METAL POSTS 2'-0"IN GROUND
GALVINIZED
HARDWARE CLOTH
AND TO
TOP OF BOX
MAINTENANCE REQUIREMENTS
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (} INCH OR GREATER) RAINFALL EVENT. (LEAN OUT SEDIMENT,
STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN
NEEDED.
SEEDING SCHEDULE
(REVISED: 1-1-86)
SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND
EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL
DAMAGE IMMEDIATEEY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
DATE
TYPE
PLANTING RATE
ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE
RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
AUG 15
— NOV -1
TALL FESCUE
300 LBS/ACRE
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
NOV T
— MAR 1
TALL FESCUE
300 LBS/ACRE
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH
& ABRUZZI RYE
25 LBS /ACRE
THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT
OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN
MAR 1
— APR 15
TALL FESCUE
300 LBS/ACRE
HEIGHT AND CROSS SECTION.
APR 15
—JUN 30
HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUL 1
— AUG 15
TALL FESCUE AND
120 LBS/ACRE
***BROWNTOP MILLET
35 LBS/ACRE
***OR SORGHUM—SUDAN HYBRIDS
30 LBS/ACRE
SLOPES (3:1 TO 2:1)
MAR 1
— JUN 1
SERICEA LESPEDEZA (SCARIFIED)
50 LBS/ACRE
s• MAX
VARUBLE AS ORRECTED BY THE flRwIEER
(MAR 1
- APR 15)
ADD TALL FESCUE
120 LBS/ACRE
(MAR 1
- JUN 30)
OR ADD HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUN 1
- SEP 1
***TALL FESCUE AND
120 LBS/ACRE
IANi 2-1,1 '
***BROWNTOP MILLET
35 LBS/ACRE
MR 10
I
ILSEP
wVIs
***OR SORGHUM—SUDAN HYBRIDS
30 LBS/ACRE
FEN
ALulm
x F
mr,AND
1 —
MAR 1
SERICEA LESPEDEZA (UNHULLED—UNSCARIFIED)
70 LBS/ACRE
TALL FESCUE
120 LBS/ACRE
CRAW
(NOV 1
— MAR 1)
ADD ABRUZZI RYE
25 LBS/ACRE
►0t
Bag.
-USE SLY FENCE ONLY AHEN DRAINAGE AREA
DOES NOT IXGFID T *ACRE AND NEVER N
AREAS a 7ED Flow
-END OF SST FENCE NEEDS 70 BE TURNED UF%LL.
e• MN. COVER
OVER SWEET -
tl
• FOR REPARt OF SILT
FENCE FAMURES, USE
Na Sr wASHEO SIONE.
FOR ANCHOR WHEN SLT
FENCE IS PROTECONG
WON shut
MAINTENANCE REQUIREMENTS
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR. DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE 11' PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE
DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
STANDARD TEMPORARY SILT FENCE
NOT TO SCALE
�—
�"� 1 —USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES
$ 57 WASHED STONE PLACED TO A NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF
HEIGHT OF 12"-18" MIN. ABOVE CONCENTRATED FLOW Tree Protection Area
TOP OF BOX 4 18"
—END OF SILT FENCE NEEDS TO BE TURNED UPHILL. DO NOT ENTER
(YARD INL
NOT TO SCALE
NOTES:
a. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. ENTRANCE SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
WILL BE NECESSARY, KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
MAINTENANCE REQUIREMENTS
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
REQUIRE PERIODIC TOPDRESSING WITH 2—INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO
PUBLIC ROADWAYS.
REV. Na.: REVISION: I IDATE I DRAWN BY: I CHECKED BY:
This document together with the concepts and designs presented herein, as an instrument of service, Is intended only for the specific purpose and client for which it was prepared. Reuse
of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc., 2008
SIGN DETAIL
N.T.S.
*FOR REPAIR OF SILT FENCE FAILURES,
USE No. 57 WASHED STONE. FOR
ANCHOR WHEN SILT FENCE IS
PROTECTING CATCH BASIN.
MAINTENANCE REQUIREMENTS
IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES
MAY OCCUR. IN SUCH CASES, REPAIR ANY DAMAGE TO THE
CROWN, TRUNK, OR ROOT SYSTEM IMMEDIATELY.
• REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND
PAINTING THEM WITH TREE PAINT. SPREAD PEAT MOSS OR
MOIST TOPSOIL OVER EXPOSED ROOTS.
• REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE
DAMAGED AREA, TAPER THE CUT TO PROVIDE DRAINAGE,
AND PAINT WITH TREE PAINT.
• CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE
COLLAR AT THE TRUNK OR MAIN BRANCH. USE THREE
SEPARATE CUTS AS TO AVOID PEELING BARK FROM
HEALTHY AREAS OF THE TREE.
; ff• •
i r
THE ENGINEER
« • «
WARNING SIGN
TINIr.;y! sI�I11F
FILL SLOPE
- - --- --- - ...
SILT FENCE FABRIC I 6 M SKIRT
INSTALLED TO SECOND
N EXTEND WIRE 6" MIN. INTO TRENCH
WIRE FROM TOP AND ANCHOR SKIRT AS DIRECTED
BY THE ENGINEER
FRONT VIEW SIDE VIEW
NOTES
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF DUNN INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
TEMPORARY TREE PROTECTION FENCE
NOT TO SCALE
PREPARED IN THE OFFICE OF:
KidelywHorn
rm" and Associates, Inc.
P.O. BOX MW - RALEIGH, NORTH CAROUNA 27M-3M
CLIENT:
FIRST CITIZENS BANK
TITLE:
EROSION CONTROL DETAILS
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER
LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12' IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEPOVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW..
5. CONTINUE TILLAGE UNTIL A WELL —PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES
DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* SEE SEASONAL APPLICATION SCHEDULE
�Sg'��f.`�'y'= N/A OAK ISLAND
SEAL r 9 = �R11cu SCALE`
lt13 ` DRAWNCTM NORTH CAROLINA
.C1%N *�DESIGNED DY:
�- I(UT_ Np\` PAB ATTACHED REFERENCE FBES: JOB NUMBER: SHEET NUME
If1!lltU�'�t0� CHEW PAByB. 011737152 `'%

..� o om- o
i BIT4AMLI '.j'6 BTO",t Fy 4-0 NOTES: �Y
~ ,' _ �j - • HIS A snip. zQ • - 1. CONSTRUCT THE WALKINGSURFACEWITH SLIP RESTSTANTANCE AND A 70% CONTRASTING COLOR TO THE SIOEM". Q
0.04 IMIN, H- F
m=-n=-OH ``v l iR'a�iira MR raErseuWE g.8i `>i •-o:8t1 ell.) A. •'40.q$ ml,Ti� "1xG7V
U. _J 1•i q x 2.. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT IRLST CONFORM TO TRAFFIC DESIGN STANDARDS I.A. _j JET o
p~ �. I, i GO x r•I==1.. -.D OOaSz. ant o
$C x 1 9. NORTH CAROLINA GENERAL STATUTE 138 -44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE Ny 0 RL m
h.p Cp. *,Ofim' PBDCEOIRiES,'TRAFFIC OPERATIONS, REPAIRS. CORRECTION OF UTILTIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1. 1973 SHALL H-4L] OQ H-4z B ( EXPANSION JOINTS 4a
SyQp.. ,� �L1:.t;#lR�.lvolC Q ,,,� xNO� PROVIDE WHEELCHAIR RAMPS -FOILLTHE PHYSICALLY DISABLED AT ALL INTERSECTIONS WERE BOTH CURS AND .GU'TTER AND 'SIDEWALKS 'ARE Q ,;4 tnoo e" E--i _. �'-e_ •'-§__.__
�RyrT-" z , _ __ x A-zz,..,-T-'n PROVIDED AND. AT :OTHER POINTS OFPEDESTRIANFLOW. F-= z., a I� - ••�•----- ,.,grs o.
J^ , e• -i 471'-It_ O ,.q _: V1 M'- 4: q wJ Art �, T -4.O{ M4 V" SPACES— -a" 8" `` : LL J ••-
• •. Q.' M • C N x ..M $TD W.0$F(IANE-t mom
n ••a - -� SECTION o�tn -n z- IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REWIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION OOtA`E " -y' -D4 ( _..._� I HwxrE a two
- -I PLAlRiEO fOR A FUTURE DATE, 2 A IQ'ODaNn -{I -ts�" I �it2' wzla
yD ?VAC z DDO'' AFTER JULY 1,1978.WNETHER A SIDEWALK 29 PROPOSED INITIALLY OR I$ m a^ tl a x
fir. .?. "•, 1._: -{„-Iy ... I'1>4 =TACOI
m • .0 1 u0N7Aaix iF'- " -o• N1 toTHE AYERIOANS WITH -DISABILITIES ACT ADA OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS\611.
PROTECTIONS'SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS -OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVILRIGHTS.ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO --COMPLY WITH THE CURRENT ADA STANDARDS.D{R '0 f0 R - I„-a•-o: '$�Na�
- - -' <M • m I w $ PLAN 1-N
r!`4. PROVIDE. WHEELCHAIR BAUM AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE' WHEELCHAIR RAMPS Ono L. gd� LL ___......i11 µ GORE AND oMlrsx WITH cArpl WIN ON srEfp CANOES 3w0
AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES FIRE HYDRANTS DROP INLETS ETC. AFFECT PLACEMENT. WFEBE z TOP
�
SECTION A -A AS NEAR PERPENDICULAR TORAMPS ARE INSTALLED PLACE NOT LESS THAN 2 THE TRAVEL LANE BEBEINGFEET OF CROSSED ASS POSSIIBLECUR6 BETWEEN TH N RAMPS. PLACE DUAL RAMPS -T 0 , ' r WE ON FLAT �' \; EXPANSION JOINT-7 4
' GRADES'24 AM) UNDER j
ISOMETRIC VIEW_ 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS_CONGRETE WHEELCHAIR RAMP$. (SQ. YDS.) f
•`y -" R -.- - -- --...DEPRESSED GETTER LIKE
m _ . _.. sID N ac m ---
z E aM Jo O Z $. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURS. (LN. FT.) C S� EXPANSION JOINT-- - " - o
IE W-2`- ofT IL o u , •, I
N ) NON;
N o D 'T i'iEQ 'N� N:4' H 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EWIPMENT. TOOLS AND INCIDENTALS 1S m PLAIT-'"-
3E Bp- NOTES; I Z--$a" � CD NECESSARY TO SATISFACTORILY COMPLETE THE WORK.. Z d' h 2 ELEVATION c
;Z �[ t. oEMAMA R• VUIK ODOGs SMALL WAR T-O' LENGTH AND GAL WWI$ OF THE Fy ,4 _
RAN. TWO AS WBWM 00 TIEIM:rA7La. at '' O r_ N00104. ame AMP GUTTER ON LIGHT GRADES W Iy
m 2.-OMFAm 76fi.001A1WACM YI8T87LIT' 1MTH AOJ0771INB 1RNFAt1. f171ER L16HT•ON,ONIX; ,_-T4[MSION JQINr � rA B. 00 NOT EXCEED 0.0E (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE ORAEE OF THE STREET. Z ry _Wp
am NNMKOM-RAGA sRaunxs.eovaABNO THE Sane RAN: I ma y: (eE8 AHD. s4e.w) 1C fll A GO NORMAL GAITER LINE
f < . }^ D S. CONSTRUCT WHEELCHAIR RAMPS 40" (3'-4") OR GREATER FOR DUAL RAMPS F N EVAMBIGH JOINiT7 I' m CL
L2 A z Off NOTE 1 r, . :" rr`iP IK"A !� Z •" E MR SAM ,-W4 DAR - E70PLE » r4
y p �D 8»
aM- ''^ ¢v=-- '? Ezp I O ~ m = y 10. USE GLASS "Ba' CONCRETE WITH. A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON -$ACID TYPE StRtFACE. W"T V '•'4 s4 ^v" �' ox- v
r -- ED 70 a x P� o
A M O W A N a / O 3. ¢ t7 F1 O 11. PLACE A 12" EXPANSION JOINT WERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD: ON. fl"_01.�� p
'o- tnl i`i f^
V ? -o.a $.N a. '. a:o+• +' R E70211Mx Z .H„ % C � _ _ _ HJ q Q D I - -Io" PRESSED GUTTER LINE R- A;1
f 1 Q J U O 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII J V a p ' J) EXPANSION �'0�-----I ¢d f3
o.s R NuOw r . o.e a e T:a crs •• i' 1 f' w WITH AUOMrWCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAID IS INSTALLED. (SEE NOTE 17) ! tow L A o Iyy" I--R -7 1s/ _._ _. W F
0`4 Itl'4 Ltix 1� . M t p W
Z rtiD o' i r«aAc s Dr
a_ar T.s .o' : � A.Pf, i _ - " 13. COORDINATE THE C RIB CUT AND TFE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR R AMP WILL FALL WITHIN x ° _ DOWEL ELEYAT-ION i-
O xy; a mz-- . • o7AW RAGammm_ - - • ` " sN)WTt,. '�-- ) Z THE PEDESTRIAN CROSSWALK. LINES. PLACE DIAGONAL RAMPS WITH ;FLARED..SIDES SO 24"- OF FULL,.HEIGHT CURB FALLS WITHIN m ,,,, ------ 5lE&T i -R NoaILAL cuHa AND. Warm Ox sTErr DOAOC9 _ � =N
s' a:a' a. a:a' 4.a - J THE CROSS1WALK'.MNIKINGS ON EACH SIDE THE FLARES.
.. .�. s' i.V OX 8.4' 4.1 rx t V, .n C7 � O. � ----"---_.._..� ►�4
Q t 1 41 - �� 0% - (R. I97 5' - �A' 8.6• R.d 3 IUMMO DIMENSI0q RAW QUANTITIES FOR CONCRETE CATCH SOM ON Nn WiIBNT R. WHIM NO RI
'.. >� Z O 14. OMSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF $ FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE. Z !i DIMENSION OF. sox AND -PRIG „�- -COVER CO rDR OW IN BOX DEDUCTIONS... J G
4.8 f0. Y 9 t' W W Z p PiPseww wiOiN aicix spw RIx. xElcxr OIYEN930N R 9g:u BW9 4 dN B-M tOTAL -Tm eon0x ONE PIPE xti H
Jr O A B c a x E F NO..LEATH NO. LENGTH NO. n Las. ILAB ILA/ x C.N.R.a Z
we NOTE 15. USE STOP LINES; NORMALLY PERPENDICULAR TO THE LANE LINES. WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH Tz• a o r•z" z•R" >. W
VEHICLES ARE:-RC•OUIRED TO STOP' IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL: APPROACH '- '- ^: O.a3s a.ota o.ozs
X•tAtep) SKEN MAY REQUIRE THEPLACEMENTOF THE STOP- LINE -TO SE PARALLEL TO THE INTERSECTING ROADWAY: to .- r-o• z' z^ $ •o" o.2as o..zM o.On 0.030
1 w ra 2 2" 3-s^ __ ___. __ _ ___ O_xa o oa3 o,o4R_
� E s • DISTANCE FROM FRONT- Wac 4F sIDlrMuc � ._.A_ . -- „___. _- __. ._ .. -- _ 9..L43_.._
n TO BACK POW OF 12:1 (4,S3t) SLOPE.' 24.` 3'-0 2. 8•.8 0.234 1.001 (LORD 0.065
,spat aF-sroE#LK ONWr REWIRED, Pax uL. 18, TERMINATE PARKING A:.MIf(IMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. �" r•o x'•x^ D •4• •'- 7'•Y" 4'•0` 4 1' 5• 2 3"•B D 3'•2� rv30 0.123 0.321 1.433 0;Oa2 0:127
�, , A ,',l'e a..''•' a qG. i' 1 KOEWLK $LOON, - D'.0 2'•2° Y•f0' - • -8. r 1'-8" , !'.0• ♦ 1'•f f" 8' 3'•8» 9 3'-8' N DAM 0.300 1,714 O. ta2 0.17AP'. .. PLAN VIEW 17. PLACE ALL PAVEMENT-MAItKINOSSN ACCORDANCE WITH -THE LATEST EDITION -OF THE MARLLL OF IRHIFOAM TRAFFICCONTROL DEVICES MUTCD s 'a•-o• C•2^ _4+•s" a -a 1•-s 0•-r • 1•-
SAM OF &ism LN DROP REQUIRED FOR .._.._..•..-.-_v- ( ) 8 2 2'•11" a SC:1 T' 32 0.1N2 0.31a T 0.7a0 0-249
$tMW SITAKS 0.44., DUAL HAWS PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA -SUPPLEMENT TO THE. NUTCD. 40 -.y- •,2" ':a" r-Ir 2' ' r-e a •.s• s 2'-It•. D z•. 1• 0.1.=? 0.235 0.317
T 1 Of 4 DE ECTABLE WARNING DOMES wr &WITFLOOR SHEET I aF 4 T 4'OF 4 SHN Er 4 of 4 s•- a-o x'•z^ a-7• s•0• f'-2^ 3'-x" 4 z-to" 0 s'-11• 3 a'•11" 41 o:t0o o.3a z.3aT D.2R7 O:4o1
• RISER HAS .228,CUBIC YARDS OF COO CASTS PER: FOOT' HEIGHT .fen nn
(40" Y7N_.p.Odi.Wlorx) EEt 2 0f 2 - - OIEET2 OF 2
12dRF A� EIQA - A$ iaA _Alf AQiL _ fl� AAA MM
p m a
OM NOTES:
•'�'�TT : ". .y Q F{•N"11to EXPANSION JOINT Q Q
7a ff10 _ IIr/2-.S r _ .. _ _ _ - " 7 2" O~C C7 D q O r (SEE STO-, 50,01) Z IC a
, T-p-n O c``., '� _ )� r.-.- --- -.-'I LL�pM rQ-n-4w .CONSTRUCT STANDARD SIDEWALK 5 WIDE AND otao " - . r " " _
cRosRlA c
Hz1� i __ ��) _ ____ _____ ooaxz ,mHz_(xD, 4" THICK UNLESS OTHERWISE DENOTED ON PLANS. Oo�jSz pngt �.-�.__L_ e e WB o
gTz'q��g PLACE A QRoOVE.JOINT t/' DEEP WITH Lt�" RADII ------------
k-L'o 6 m H t Cut. TYP. a
xaLoT 1`, `- - . SECTION S°S ►- " =a10o
F, r Q THEN-4;o'A' �" r"' IN THE 'CONCRETE SIDEWALK AT'6' INTERVALS. w��cu'. -60. jq #4 ---- _ g_ #4 HEBNL4 . � � �
m� ca ~' ONE It" 'EXPANSION JOINT WILL BE REQUIRED AT 50° opm� .+a ! '---- I i- ) y-' r to
Z "'�A INTERVALS. A'1" EXPANSION JOINT WILL BE flEOUIRED z ++¢annn• Q i I : •W7 . o THE PATTERN OF THE '/� :' s�'=_ w�u
D }+j
D4-1 :1 r~•!` `� ' 1-A>, DC-i i rH 0310 m 3 m KNOCK -OUT a Q OG�7
/y� r
1-1 :__ "V a,."qF - ,- 1 _ d fA . WHERE' THE SIDEWALK JOINS:. ANY RIGID STRUCTURE. a Zw071 r ^� 1 N - �.. ' •\Z\ o -' I-x�z"''
Z y7> - 3 -:21- -- -----7 -,--- -=_<- 'wnsa o R 8108#Atx i G n �"' °d °d FOR ILLUSTRATIVE 1 Y ..h oco"
y O. , " s;i-rFae a ' `, , _ - _ •- _ _ _ _ a� _ _ _ _ _ _ ' W O O f " W f,7 a+ r "4 , 9" i °'• PANELS ARE SHOWN �„ s� w
\ VIE.- O
N `��.♦
F SEE M. DWG. 848.05 FOR WHEELCHAIR RAMP LOCATION so'-o° n 1 n 3" :t _, �' z
.v 1� 1 _ _ _' - _ _ -~ y s ? ? PD(IPOSES ONLY. r o w
m 10�E0 �' W REQUIREMENTS AND CONSTRUCTION GUIDELINES. -. I �.. 3 I a5 RENIARS 12") #5 flEBARS �>
,L - -jTYP.l - t'>t2-GEN_TE_R
Z - SECTION A -A a p, " i(P 1L` j
-ISOMETRIC VIEW - - _ _ '� -� A " EXPANSION JOINT 'Py� �'.¢ m{
1*+ Rao SIDEWALK �$` 5I� SECTION 'A -A' m SECTION 'B-B'
O N"1 m NZ m JOINT SEALER /lSU CE OF
13TI ' IL 7C � O
m I.s r [BIMi(( 4 m a , 1° MIN. v 0:
iC °2i M MMEB: ( Q Q Q s_ v v :. y° e " iy t7 m A A z R PM ¢
M� Gi 1. FILL DETECTABLE
To HAS FLOOR AS tmS WALL `$HBO OVER ON THEEDDErTi DETAILS, - - ^ -r ( 4L 1 ►4 3 S Z = : 11'> aZ, Q � D 0 o x4 R C G1" MIN,Le. ttP slz� C Noi y
A' a -e'-- a .'.a A a a- n'. A.a j _• .- -. ._... _
s. OBTAIN 7aa N)ONTM67 nano rrr niN ADUOitaNe susACE. n V Cj W 3 RA , , '�` _-,_ _ ( ) WAFFLE WALL _ ISOMETRICV.IEW .�
"1 O EITHER LIGHT_O-OAU. ON DARK-ON-UanT BEWENCE i to " TY P" FU CW,ER1fY THE ENTIRE RAMP..... i� (: I - 1 11 `♦ i. k W "J 1I JOINT WIDTH. JOINT FI,LLER, \\ ..) + :.__ _ �. 4x4.W4xW4-\ z it
x -1 a I 1( I I o- J W � "�1 �r T SIDEWALK THICKNESS R T t�•I c a 4D ?R ^ WWF do, ON- CCENTERS�NORI2 3 >r 3
Na � � (3 m - '.LAI
m A RWAF wMm( AaA D ANwte 1h" EXPANSION JOINT
O 1 ��� TO KEBABS) 3 PERT:►( TA
1 41 t I♦ ', ., ; .a ♦ (am On. so. oiI OC D m (USE WITH S� \-� YI LL
a D c t e y Cd to 0 TRANSVERSE EXPANSION JOINT o W o of g L _ _ 4' X 4.' 6 LARGER rs \� LL
�( t1t1 00 v (a) rsr Get RAJ a W R7 Bi o PLAN VIEW 3 t'• L) IN SIDEWALK - - Z I. '� ID ( B'!- �--- .' .. DRAINAGE STRUCTURES
M two. gAA�pR t- Z c� v --- - --- ¢ v e L I B" ? TYPICAL)
t� ,•, ': n' ,] `OI - {p' - N,N'X;TO. 4JIFR , 1" . = , ♦ ♦ \ `' ♦. -..-. -- _ .. Ii- Au ~ n I.. ixi --.__ - -_I�- - D
4 �) C1 o� HI? F 11 EXPANSION JOINT n M o WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW
n ,aF OF A2? q�p _ - _ _ , 1 FILL WIDE x 1 DEEP QROOVED OR Z m p --- - - \\ r
zIC
1 a - - - - - O a ~ r 2 /f �_-_. _. ` SAWN JOINT WITH JOINT FAJ O •�.I Ar 6�j._.t'-.-- --- -�-t-e 8-1•�.---
si v�) C� r-.> >a• �% a CAW RAY - ♦` ..�K 'i(w, i '°♦ `^♦K� "'•• A J �' /f STEALING COMPOUND J �i: � r V :c z x J
.9 Z 7M OEEINGIE±. ' ` I co M 'N BUILDING, ! f t•3 C5 " ° e ,� o
O. j (J'i J Lip•:. - - -"- - -�. ic: Z �,.. O / " �, n 2 1" YIN. CLR. --/ MIN. CLR. fA N
I"E x I 7HID PORTION a wNP W 1-' p 7D WALL.. ETC. 1�8 RAD 1�6 RAO W O N % v
(` _ _ - I'4 v �r C F fY p WWNF ILA ° Y� G „ q t 4 v" e'. W 0 v
i1: �•\ %�. "� 1$1HF YOY:uI.. .� l . 4 A!.a «. a- _L u'. z•' / v v 4x4 W4XW4 _. _ .4 ,. �" -o, e o W
- - - WRAF (LAP WENT \ ao
}gyp �� �A { pip OF
pXW4
091
CJiY_lD•BYrt'• (� J..e R a".'�A a .e'. 6 A`G A G '. A °' t(T B" N1.0 REGARS)- t`' "� .P - TO'REBARS) ¢ P [," Y
R , 1 .} 8EE 1bTEB i ` ,. PRQPVVED D .4 .O b A ti 4 q .P p O -d• y `� 4 >C
"++ff"C _�•.CL _ / 4 #5 REBARS
f ° _ .. W ` CONCRETE �RQ�_L� A o #5 REHABS 12" a
-PLAN VIEW FLAN VIEW �� CENTERS (TYP) TYPICAL
// SIDEWALK fQNC_ PAVEMENT o i2 CENTERS
c
DI flAlp wa' RAMPS
SHEET 2 of--4-1T 1 OF a SHEET t OF r `
T z of a DETECTABLE WARNING DOMES wxieDNs�RAmI AMY7MDIi DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK SHEET T " ''"
$48.05 (Tio- on. FLOOR IIIWWI Rao° rn: FLOOR WHIT") 848.05 848.01 848.01 840.45 SECTION 'C-C' SECTION 'D-D` OR SOLID WALL_ ISOMETRIC VIEW 840.45
GENERAL MOM:
c Azar m o Brent aF O1RB FRAMEHOW
me biu. .aa we CLASS ^B CONCRETE THROUGHOUT. M u1
C'I X PNOVIOE ALL CATCH OMENS OVER 3'-6" IN DEPTH WITH STEPS 12" F'}
Q M' }sue ON
CENTER. USE BIEPB TNICR COYPU 7QlII Sn [RUMORS a4o_s6_ Q
MOT--`44 LL a''z _Z �+ Y _ Y t 1T Tae.TLBWeTwri °znCE°M&NTERSCS As DIeE10NDTm WOMENTITHIC In ENETNGGiNE� z is RANT. OR M4 BN1 001EL8 AT LL jaC�7Z o D " T A$
N--M xD 00 2 Iy -H p ° A - ''Wi i_ - USE FOIWS. FOR THE CONBiRUCTIOY-pF THE BOTTOM SLAM. . 0�0^ S OTm GENERAL NOTES 2 -0 O
L7 T �H Q (� O A m •,v - - - - j u IF REINFORCED CONCRETE PIPE :18 SET IN BOTTOM SLAM OF M. ADO TO-SUtB Lyf Q NP. = C-1 USE 40M PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. I ' 1•'r ��••
m ` ,• •Tl ' m a( ". As SHOWN OY STD. NO•. a1G.00• 9!V C < Z >. INTERNAL YIN. MIN. YIN. CIRCUMFERENTIAL H a
's ' - Q M' � VI O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS CONCENTRIC DIAMETER WALL TOP/BOTTOM AREA OF STEEL
$ AZ-N O }"• x z Ly $ O T P - _ - _ 8° ., 8 8" s IRE TYPE "E° F" AND "0' ORATES iMlEBS OnEHWRSE IxD1CATED: H- x Z.w •-, O ACCORDANCE WITH AASKIG VIB8.. CANE SECTION n z C U
r" 7A F - Q�j Qp RrH FOR 9'•0• IN HEIGHT OR LEAS USE 8' WALL$ AND OPTION SLAB OVER to Ir Ii p m O �' H (FT.) THICKNESS SLAB IN.) CHESS PER VERTICAL FT. LL J O •O Z
MQ""'.< A �O ( - 'a'•0° To /B'-0° IN HEIGHT USE. B° HALLO AND. HOTTER ". ADJUST- oa-:0 •-cZ�xD ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12' (IN.) (n.) (SO, IN.) 0002
MW-1 q• D „>';:- QUANTITIES ACCORDINGLY. - - - - 1Oi Q. S T D m FROM THE TOP TO THE BOTTOM OF THE MANHOLE. w CC 2 LL
• •-M �y'y� I-,'�' 'y { M m ' :° „ CONSTRUCT WITH PIPE CFAMS PATCHING- t.- H - y O WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC CONSTRUCT 4 4 6Ll 0.12 F U ¢ O
Ed)~ ' - dQ y0 ' - �.. ` -SEE NOTE CNMiEA. ALL N'XPOEED NXMxERs-1-. 0.p Z,x,,�07R THE TOP OF THE MANHOLE FLUSH WITH THE 0g0IRO'AND A MINIMUM 5 5 e 0.15
O -. W X 3" , W p OF 0" ABOVE THE "DIM AT OTHER LOCATIONS, w
z G z SECTION X-X DR WING NOT TO RULE. N7 c3=az a s Vc
TOP ELEVATION �-I y LIMIT DEPTH OF FILL TO 30'-0" Fflp1 fTNi511 GRADE TO TOP OF p V)
BIDE -WALK SEE NOTE 12r SIDEWALK ♦ m is CAA (HEMIN. SLAB THICKNESS'T' IS THE DIMENSION OF THE D Z�>¢
WE NOTE 4'•Ow ALTERNATE CONE SECTION
p
\ I O THINNEST PORTION OF THE TOP/BDTTOY SLAB. W O
GRADE RING
GpA BTFP9 -STD. NP. 840.N)6
'BII�MG•�� STEPS - N0. ECCENTRIC CON YIN. AREA OF STEEL
•TOP MAT OF REINFORCEMENT BAY BE NEGLECTED IF TOP SLAB HAS
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TOP ELEVATION / - •' - - _ - - _
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- WERE 90" T0� S8" PIPE 1S USEO _ 400
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DETAIL SHOOTING TYPICAL LOCATION OF MBEELC HAIR M - ° -/'
i Fri RAMPS DESTRIIAN 9 MORM AND STOP I INEB =, m WF E.4 NfEE MOTE THERE a4r TTOi� a�M10 OGED x (V v D y - - - - - Y 'D' w F MI N--
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AVIUW aNr w FELcwGO RAw DETAIL SHOWIK, METHOD
T 3 OF 4 HEFT 3 OF 4 T 1 OF 2 Of RISFIC GONS7lBifCTION �� PLAN SHEET 1 OF 2 EET t of 1 TYPICAL MANHOLE SECTION sxEEr 1 OF 1
848.05i 840.02 840.02 840.52 GRATED INLET OPTION MANHOLE OPTION
848.05 840.52
PREPARED IN THE OFFICE OF: GLIEN 1:
KidelymHorn /' 0508PROJECT: FIRST CITIZENS BANK _'``\��Fs'= HORIZONTAL�ALE: OAK ISLAND
?Q 9
s x . SEAL . = N/A
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� and Associates, Inc. �TLE: F� .. � ; DRAIINC�
REV. No.: RElA90N: DATE: DRANK OY: 121ECxE0 BY: _ i • •..
BY-
ofla d improper reliance on this document without written authorization and aldaptation by Intended
anddAssociates, Inc. specific
phallf be and
liability for
and Associates, P.O• BOX 33IM - '''��/� ((I l `` CHECKED BB ATTACHED RUDIENCE FUEs Joe NUMBER SHEET NUMBER
the for the Now 2� 30� CONSTRUCTION DETAILS
Copyright Kimley-Horn and Associates, Inc., 2008 PHONE: OV) 677-2000 FAX' (99) 677-2050 SEAL: ��I��a� PAB 011737152 C9 OF

t
28.0
26.0
22.0
20.0
i
10 YR. W.S.E. = 16.09
10 YR. STORAGE VOLUME = 3,181 CF 16.0
1 YR. W.S.E. = 14.69
1 YR, STORAGE VOLUME = 1,376 CF
INVERT OF STORMTECH
(STONE BASE) 13.5
4
REVISED TO INCLUDE EMPLOYEE PARKING SPACES
2/05/09
MCP
JDK
3
REVISED PER DWO COMMENTS DATED 8/14/08
8/14/08
KMV
JDK
2
REVISED PER DWO COMMENTS DATED 8/7/08
8/11/08
KMV
JDK
1
REVISED PER TOWN TRC COMMENTS DATED 6/9/08, REVISED GRADING AND STORMTECH SYSTEM DESIGN
7/23/08
KMV
PAB
REV. Na:
REVISION:
DATE:
DRAWN BY:
CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse
of and improper reliance on this document without written authorization and adaptation by K'Rnley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2008
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STORMTECH SECTION
CHAMBER MODEL SC 740
DETAIL "A -A"
PREPARED IN THE OFFICE OF:
KimleywHorn
and Associates,
P.O. BOX NORTH CAROLM V6W-,*M
1 1
10+50.0 10+74.27
SEDIMENT CLEANOUT
ELEVATION: 14.25
2' SEPARATION
SCALE : 1" = 20' (HORIZ.)
111 = 2' (VERT.)
FIRST CITIZENS BANK
Inc. TITLE:STORMWATER MANAGEMENT
DETAILS
DATE I DRAWN
PROPOSED LAYOUT
(54) STORMTECH SC-740 CHAMBERS
INSTALLED WITH 6' COVER STONE, W BASE STONE, 40% VOIDS
INSTALLED VOLUME PER CHAMBER: 74.9 CF
INSTALLED SYSTEM VOLUME 4,044 CF
PLACE MINIMUM 12.5' OF AASHTO M288 CLASS 1
WOVEN GEOTEXTILE OVER BEDDING STONE FOR
SCOUR PROTECTION AT ALL CHAMBER INLET ROWS
10' X 10' MANIFOLD
SIZED PER 4.95 CFS
(SIZE TBD BY ENGINEER I SEE TECH SHEET
#7 FOR MANIFOLD SIZING GUIDANCE)
(DESIGN BY ENGINEER!
PROVIDED BY OTHERS)
(SEE SHEET C12 FOR DETAIL)
10• X IV MANIFOLD
SIZED PER 4.96 CFS
(SIZE TBD BY ENGINEER / SEE TECH SHEET
#7 FOR MANIFOLD SIZING GUIDANCE)
G' DUAL WALL PERFORATED
HOPE UNDERDRAIN SHOWN
(SIZE TBD BY ENGINEER)
10" X 10' MANIFOLD
SIZED PER 3.50 CFS
(SIZE TBD BY ENGINEER / SEE TECH SHEET
#7 FOR MANIFOLD SIZING GUIDANCE)
DESCRIPTION
STRUCTURE WITH WEIR
® TYP.2PLACES
(DESIGN BY ENGINEER /
PROVIDED BY OTHERS)
24' ]PREFABRICATED END CAP
ALL 24'
r11
AREA OF
STONE BASE:
30 00,
2339 SF
WIDTH OF
STONE BASE
PROPOSED ELEVATIONS
MAX. GRADE (TOP OF PAVEMENT])
24.50
MIN. GRADE (BASE OF PAVEMENT)
18.00
TOP OF STONE:
17.00
TOP OF CHAMBER:
16.60
10" MANIFOLD INVERT:
14.06
24' INVERT TO ISOLATOR ROW(S)
14.01
BOTTOM OF CHAMBER
14.00
BOTTOM OF STONE:
13.50
UNDERDRAIN:
13.50
I"
STORYIECX GHA "BYSiEw6 U=W OF4gNl0 A10 MTALLED W ACCORMNGE WRH Tiff ff(OXMfEp DMIU1
An
OAK ISLAND - NC
DATE: 7-11-08 NOT TO SCALE
DRAWN: JLS _
CHECKED: KS®
SHEET: 1 OF 1 MIr.O
STORMTECH SYSTEM
N A OAK ISLAND
oAW NORTH CAROLINA
ECH ATTACHED REFERENCE FILES:
011737152
NUMBER:
OF

THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE
THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD
BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR
EARTH AND LIVE LOADS, WITH CONSIDERATION FOR
IMPACT AND MULTIPLE VEHICLE PRESENCES.
SC-740 CHAMBER—Y
%- 2 INCH CLEAN,
CRUSHED, ANGULAR STONE
ADS 601 GEOTEXTILE OR
DESIGN ENGINEER IS RESPONSIBLE FOR
ENSURING THE REQUIRED BEARING
CAPACITY OF SUBGRADE SOILS'
CHAMBERS SHALL MEET ASTM F 2418-05'STANDARD
SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED
WALL STORMWATER COLLECTION CHAMBERS'.
GRANULAR WELL GRADED SOIUAGGREGATE MIXTURES,
<35% FINES. COMPACT IN B IN LIFTS TO 95% PROCTOR DENSITY.
SEE THE TABLE OF ACCEPTABLE FILL MATERIALS.
SC-740 END
PAVEMENT
MIN.
THIS CROSS SECTION DETAILS THE REQUIREMENTS
NECESSARY TO SATISFY THE LOAD FACTORS SPECIFIED IN THE
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12
FOR EARTH AND LIVE LOADS USING STORMTECH CHAMBERS
STORMTECH LLC CONCEPTUAL PLAN DISCLAIMER
TMSSTOR14TECHg1AMBERSYSTEM LAYOUT WASPRODUCED TODEMONSTRATE ABED
LAYOUTTIWTwBLHANDLETHE DESIGN VOLUME USTEDABOVE THE STDNG, FITAND
APPLM-AMR DFTHESTORMf CNAMMWSnMFORTNISSPEDIICPROJECTHAS
NOTBEEhIDETERMINED. rrMnfEULTIMATERESPONSOWYOFTHEDESiGNTNGINEERTO
FOR STORMTECH INFORMATION
ASSURE THAT TIE STORMWATER SYSTEM DESIGN is IN FULL COMPLANCE WITH ALL
CALL 14888.892-2694
APPARLE LAAND REGUATIONS STORWTECH PRODUCTS MUST BE DESIGNED AND
MTAL DMACCCCORDANCEWMSTORWECH9M�WREWFEMENM WORMTECHHUC
DOES NOTAPPROVE PUNS. WNG,OR SYSTEM DESIGNS. TIE DESIGN ENGMEHR IS
RESPONS IBLEFOR ALL DESICI DE&
'SEE STORMTECH DESIGN MANUAL
PAVEMENT
4" PVC RISER
6" MIN.
CATCH BASIN
OR
MANHOLE
DEPTH OF STONE
_TO BE DETERMINED
BY DESIGN ENGINEER
6" MIN.'
24' SUMP
MIN. TYP.
NOTE: CHAMBER SYSTEM DESIGN MUST BE IN
ACCORDANCE WITH STORMTECH DESIGN MANI
FLOOR BOX FRAME AND LID W/S.S.
CAP SCREW LID CLOSURE
INSPECTION PORT WITH SCREW -IN CAP
'C'CONCRETE
HTO M288 CLASS 2
-WOVEN GEOTEXTILE
, , , , , , , , INSPECTION PORT TO BE
SC 740 CHAMBER
• • • • • ATTACHED THROUGH
KNOCK -OUT LOCATED
AT CENTER OF CHAMBER
AASHTO M288 CLASS 2
NON -WOVEN GEOTEXTILE
FOR STORMTECH INFORMATION
CALL 1-888-892-2694
;1TRRMTICN ue toNevnuL ••MIN MKLAINDt
THIS Sr0WATMH tIMMBERSYSTEM uYOUTWM PNOWCEDTo OOIONSTRATE
ASmurarrrHArwxLlwmLT:Txe oEswxvoLMAE UstmpmwF. naE
4mlXi. FR ANO APPDCAB6ITY OP T11E IiOPMTECN CHAMBER BYITFAI PoR THL4
SPECIICPRDBCTHA9 Nor BE'91DE1EPMINffD. RLS THE ULIIMIE
REHPON3Mx1TY OF THE OE81GN BJGIwEFFA TO A550PE TMT TIE 9TOPMYIATEA
sysTTw cesrMN N N FULL mLP1JANrt wrm Au APPLICAIIE LAVJs Nw
REGIAATWNA. STORMTECH PROpUCTS MusTeEDEslw'EOAHDw3rAUIDw
ACCIIRDVM.E wRH 4TGURE{HS MINIMLPi RCWwEAFMs. HfaPMi[1Y, uc
DOEB NDTAPAROVE PLAN& SDND.oRBVSTEMItFSwIM. l,E DE6WNFINGINEf.R
M RFRFCNSaME FOR Au oEIwTJ DEclewxa
NOTE: CHAMBER SYSTEM DESIGN
ACCORDANCE WITH STORMTECH D
2 REVISED PER DWQ COMMENTS DATED 8/7/08 8/11/08 KMV JDK
REV. No.: REVISION: DAIS DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse
of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimsey—Hom and Associates, Inc., 2008
BE IN
PREPARED IN THE OFFICE OF:
INSPECTION PORT
SIGN ENGINEER
AASHTO M288 CLASS t WOVEN GEOTEXTILE OR EQUAL,
BETWEEN FOUNDATION STONE AND CHAMBERS
SC74D-6'-8' WIDE STRIP
SC-310-V WIDE STRIP
THIS STORARECH CHAMBER SYSTEM LAYOUr WAS PRODUCED TO DEMONSTRATE
A BED LAYOUTTHAT WILL HANDLE THE DESIGN VOLUME LISTED ABOVE. THE
SOW. FIT AND APPLICABILITY OF THE STORMTECH CHAMBER SYSTEM FOR THIS
SPECIFIC PROJECT HAS NOT SEEN DETERMINED. IT IS THE ULTIMATE
RESPONSIBILITY OF THE DESIGN ENGINEERTO ASSURE THATTHESTORNWATER
SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND
REGULATIONS, STORMTECH PRODUCTS MUST BE DESIGNED AND INSTALLED IN
ACCORDANCE WITH STORMTECH'S MINIMUM REQUIREMENTS. STORMTECH LLC
DOES NOT APPROVE PLANS. SIZING. OR SYSTEM DESIGNS. THE DESIGN ENGINEER
IS RESPONSIBLE FOR ALL DESIGN DECISIONS.
ACCEPTABLE FILL MATERIALS
STORMTECH SC310 AND SC-740 CHAMBER SYSTEMS
COVER ENTIRE ROW WITH
AASNTO M288 CLASS 2 NON -WOVEN
GEOTEXTILE OR EQUAL
SC-740-4 WIDE STRIP
80310-5' WIDE STRIP
FOR STORMTECH INFORMATION
CALL 1-888-SBZ-2694
' NOTE: CHAMBER SYSTEM DESIGN MUST BE IN
ACCORDANCE WITH STORMTECH DESIGN MANUA
20 Beaver Road, Suite 104
Wethersfield. CT 06109
44
qu ' . Phone: [phone]
Fax: 866328-Ml
swn.l:•slo", oNrM .,N,u• w .stonntech.Com
ISOLATOR ROW PROFILE VIEW
FILL MATERIAL FROM IW
ANYSOILROCKMATERMLS.HATNE
WA
WA
PREPAREPERENGINEER'S PLANS. PAVED
TO GRAPE ABOVE CHAMBERS
SOBS OR PER ENGINEERSPLANS.
INSTALLATIONS MAY HAVE STRINGENT MATE
CHECK PLANS FOR PAVEMENT
SUBGRADE REOUREMENTS.
AND PREPARATION REQUIREMENTS.
FILLMATERW.FOR6'1018-
GRANULAR WELL -GRADED
3,357.4. 467.
A-1
COMPACTNWUFTSTOAMNIMUM W%
ELEVATION ABOVE CHAMBERS
SORMGGREGATE MIXTURES,
5,56,57.6.
M2
STANDARD PROCTOR DENSITY. ROLLER GROSS
(2C FOR UNPAVED INSTALLATIONS)
�%FINES.
67, 66, 7,M
A3
VEHICLE WEIGHT NOT TO EXCEED 12AM LBS.
8. 89, 9. TO
DYNAMIC FORCE NOT TO EXCEED 2D,00D USE
EMBEOMENTSMIESURROUNDING
CLEAN ANGULAR STONE WRIT THE
3,357,4.467, 5,
WA
NO COMPACTXIN REQUIRED
AND TO A W ELEVATION ABOVE
MAJORITY OF PARTICLES BETWEEN
56,57
CHAMBERS
%-2INCH
FOUNDATION STONE BELOW
CLEAN ANGULAR STONE WITH THE
3057.4.467.
WA
PLATE COMPACT OR ROLLTO ACHIEVE
CFNMSERS
MAJORITY OF PARTICLES BETWEEN
S. 50. 57
1
95% STANDARD PROCTOR DENSITY
I
-2wCH
PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN
CRUSHED ANGULAR FOR EXAMPLE, THE STONE MUST BE SPECIFIED AS CLEAN, CRUSHED, ANGULAR NO.4 STONE.
STONE
RWNED
NGREER
w
ALL AROUND ANGULAR STONE
THM STOfWECH Ct1AMBER SYS7FM LAYOVr WAS PRODUCED TO DEMONSTRATE
ABALAYOUTTHATWBLHANDLETWOeMI VOLUMELISTEOABOVE THE
SOtN,FTTANDAPH.ICABSIIYOFTHEMORMTECHCHAMBERSYSTEMFORTHIS
SPECRIC PROJECT IIAS NOT BEEN DETEIA1kNED. ITIS THE ULTMATE
NESPWLSI&UTYOF THE DESIGN ENGINEERTOASSURE TWV THE STORMWATER
SYSTEM DESIGN B IN FULL COMPQANCE WITH ALL APPLICABLE LAWS AND
REOIMTION& STORMMCHPROWCTSMRTBEDE-SIGNEDANDINSTADFD W
ACCORDANCE WITHSTWGRECH'SMNtWMREONREMENTS. STORMTECHLLC
DOESNOTAPPROVEPLANS. SIZING .OR SYSTEM DESIGNS. THEOES MENGINEER
IS RESPONSIBLE FOR ALL DESIGN DECISIONS.
KimleymHorn
and Associates, Inc.
F 0 BOX 3W - RALE GK NORTH CAROUM 27636-=
[a][9\1111
SHEET
Cis
' NOTE: CHAMBER SYSTEM DESIGN MUST BE IN
ACCORDANCE WITH STORMTECH DESIGN MANI,
FIRST CITIZENS BANK
TITLE:
STORMWATER MANAGEMENT
DETAILS
FOR STORMTECH INFORMATION
CALL 14=-892-2694
STORMTECH CHAMBER
FOUNDATION STONE
BENEATH CHAMBER
PERFORATED ADS 601 GEOTEXTILE
UNDERDRAIN PIPE OR EQUAL
4x PIPE 0 MIN
STONE BEDDING UNDER
DRAINAGE PIPE (PER DESIGN)
SECTION A A
STORMTECH
FOUNDATION STONE
BENEATH CHAMBER
ADS 601 GEOTEXTILE
OR EQUAL
4x PIPE 0 MIN
STONE BEDDING UNDER
DRAINAGE PIPE (PER DESIGN)
TO OUTLET CONTROL
STRUCTURE
SECTION B B
STORMIECH LLC CONCEPTUAL PLAN ORCLAWER
THIS STORMMCH CHAMBER SYS7EMLAYOUr WAS PRODUCED TO DEMONSTRATE
AWDLAYOUTTHATWILLIW♦OLETHEDESIDN UMEUSTEDASOVE THE
SIZNG. FIT AND APPLICABILITY OF THE STOWTEC44 CHAMBER SYSTEM FOR THIS
SPEW FIC PR W ECT HAS NOT BEEN DETEPMSffiD. IT tS THE ULTIMATE
RESPON5181LITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER
SYSTEMOESIRtRMF COMPLUWCEWw ALLAPPLICABLELAW5AND
REGUATIONS, STORMTECHPRODUC7SMU WDESOMANDOWNIEDW
ACCORONRCEWITHSTORMTECHBAWRI PEGUREMIENTS. STORMTECHLLC
OOESNOTAPPROVEPlAN3SMWG.ORSYSIEMDESIGNS. THEDESIGNENGINEER
M RESPONSIBLE FORALL OEMGN DECISIONS.
STORMTECH GENERAL NOTES
1. STORMTECH LLC ('STORMTECH") REQUIRES INSTALLING
CONTRACTORS TO USE AND UNDERSTAND STORMTECH'S
LATEST INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING
SYSTEM INSTALLATION.
2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS
INSTALLATION CONSULTATIONS TO INSTALLING
CONTRACTORS. CONTACT OUR TECHNICAL SERVICES
REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM
INSTALLATION TO ARRANGE A PRE -INSTALLATION
CONSULTATION. OUR REPRESENTATIVES CAN THEN
ANSWER QUESTIONS OR ADDRESS COMMENTS ON THE
STORMTECH CHAMBER SYSTEM AND INFORM THE
INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION
REQUIREMENTS BEFORE BEGINNING THE SYSTEMS
CONSTRUCTION. CALL 14188.892-2694 TO SPEAK TO A
TECHNICAL SERVICE REPRESENTATIVE OR VISIT
W W W.STORMTECH.COM TO RECEIVE A COPY OF OUR
INSTALLATION INSTRUCTIONS.
3. STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH
PAVEMENT DESIGN (ASPHALT, CONCRETE PAVERS, ETC.):
MINIMUM COVER IS IS INCHES NOT INCLUDING PAVEMENT;
MAXIMUM COVER IS 96 INCHES INCLUDING PAVEMENT. FOR
INSTALLATIONS THAT DO NOT INCLUDE PAVEMENT, WHERE
RUTTING FROM VEHICLES MAY OCCUR MINIMUM REQUIRED
COVER IS 24 INCHES, MAXIMUM COVER IS 96 INCHES.
4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES
WITH CHAMBER FOUNDATION MATERIALS BEARING
CAPACITIES TO THE DESIGN ENGINEER
5. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE (FILTER
FABRIC) MUST BE USED AS INDICATED IN THE PROJECT
PLANS.
Mtn/ U
UNDERDRAIN PIPE
• NOTE: CHAMBER SYSTEM DESIGN MUST BE IN
ACCORDANCE WITH STORMTECH DESIGN MANI
6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND
AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS
INDICATED IN THE MOST CURRENT VERSION OF
STORMTECH'S INSTALLATION INSTRUCTIONS.
7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW
REQUIREMENTS AS INDICATED IN THE MOST CURRENT
VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS.
8. THE CONTRACTOR MUST REFER TO STORMTECH'S
INSTALLATION INSTRUCTIONS FOR A TABLE OF
ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF
COVER. THIS INFORMATION IS ALSO AVAILABLE AT
STORMTECMSWEBSITE: WWW.STORMTECILCOM. THE
CONTRACTOR IS RESPONSIBLE FOR PREVENTING
VEHICLES THAT EXCEED STORMTECHS REQUIREMENTS
FROM TRAVELING ACROSS OR PARKING OVER THE
STORMWATER SYSTEM. TEMPORARY FENCING, WARNING
TAPE AND APPROPRIATELY LOCATED SIGNS ARE
COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES
FROM ENTERING SENSITIVE CONSTRUCTION AREAS.
9. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT
CONTROL MEASURES TO PROTECT THE STORMWATER
SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER
LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATIONS.
10. STORMTECH PRODUCT WARRANTY IS LIMITED. SEE
CURRENT PRODUCT WARRANTY FOR DETAILS. TO
ACQUIRE A COPY CALL STORMTECH AT 1488.892-2694 OR
VISIT W W W.STORMTECH.COM.
STORAOECH LLC CONCEPTUAL PLAN DISCLAIMER
THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODDC® TO DEMONSTRATE
A BED LAYOIJT'TWYT WIL HANDLE TIEDESNGN VOLUME USTED ABOVE. THE
SIZING, FlT AND APPLICABILITY OF THE STORMTECH CHAMBER SYSTEM FOR THIS
SPECIFIC PROJECTHAB NOT BEEN DETERMINED. ITIS THE ULTIMATE
RESPONSIILLNYOFTHEDESU NENG*W"TOASMMTHATTFiESTORMWATER
SYSTEM DESIGN IS IN FIAT CONPLW 40E WITH ALL APPLICABLE LAWS AND
REGULATIONS. STORNTECHPRODOCTSMUSTBEDESKG ANDINSTALLEDw
ACCORDANCEWITHSTORNIEC ABHSSUMREODREEHT& STORWIMCHLLC
DOES NOTAPPROVEPLANS. SIZING. DE SYSTEM DESIGNS. THEOESKW ENGINEER
IS RESPONSIBLE FOR ALL DESIGN DECISIONS.
PROJECT:
NOTE: CHAMBER SYSTEM DESIGN MUST BE IN
ACCORDANCE WITH STORMTECH DESIGN MANI.
NIAA,°A: OAK ISLAND
N�ALE:
tiAw NORTH CAROLINA
ATTACHED REFERENCE FILES:
JOB NUMBER:
011737152

STORMTECH PRODUCT SPECIFICATIONS
1.0 GENERAL
1.1 STORMTECH CHAMBERS ARE DESIGNED TO CONTROL
STORMWATER RUNOFF. AS A SUBSURFACE RETENTION
SYSTEM. STORMTECH CHAMBERS RETAIN AND ALLOW
EFFECTIVE INFILTRATION OF WATER INTO THE SOIL. AS
A SUBSURFACE DETENTION SYSTEM. STORMTECH
CHAMBERS DETAIN AND ALLOW FOR THE METERED
FLOW OF WATER TO AN OUTFALL.
2.0 CHAMBER PARAMETERS
2.1 THE CHAMBER SHALL BE INJECTION MOLDED OF
POLYPROPYLENE RESIN TO BE INHERENTLY RESISTANT
TO ENVIRONMENTAL STRESS CRACKING (ESCR), AND TO
MAINTAIN ADEQUATE STIFFNESS THROUGH HIGHER
TEMPERATURES EXPERIENCED DURING INSTALLATION
AND SERVICE.
2.2 THE NOMINAL CHAMBER DIMENSIONS OF THE
STORMTECH SC-740 SHALL BE 30.0 INCHES TALL, 51.0
INCHES WIDE AND 90.7INCHES LONG. THE NOMINAL
CHAMBER DIMENSIONS OF THE STORMTECH SC-310
SHALL BE 16.0 INCHES TALL, 34.0 INCHES WIDE AND 90.7
INCHES LONG. THE INSTALLED LENGTH OF A JOINED
CHAMBER SHALL BE 85.4 INCHES.
2.3 THE CHAMBER SHALL HAVE A CONTINUOUSLY CURVED
SECTION PROFILE.
2A THE CHAMBER SHALL BE OPEWBOTTOMED.
2.5 THE CHAMBER SHALL INCORPORATE AN OVERLAPPING
CORRUGATION JOINT SYSTEM TO ALLOW CHAMBER
ROWS OF ALMOST ANY LENGTH TO BE CREATED. THE
OVERLAPPING CORRUGATION JOINT SYSTEM SHALL BE
EFFECTIVE WHILE ALLOWING A CHAMBER TO BE
TRIMMED TO SHORTEN ITS OVERALL LENGTH.
2.6 THE NOMINAL STORAGE VOLUME OF A JOINED
STORMTECH SC-740 CHAMBER SHALL BE 74.9 CUBIC
FEET PER CHAMBER WHEN INSTALLED PER
STORMTECH'S TYPICAL DETAILS (INCLUDES THE
VOLUME OF CRUSHED ANGULAR STONE WITH AN
ASSUMED 40% POROSITY). THIS EQUATES TO 2.2 CUBIC
FEET OF STORAGEJSQUARE FOOT OF BED. THE
NOMINAL STORAGE VOLUME OF AN INSTALLED
STORMTECH SC-310 CHAMBER SHALL BE 31.0 CUBIC
FEET PER CHAMBER WHEN INSTALLED PER
STORMTECHS TYPICAL DETAILS (INCLUDES THE
VOLUME OF CRUSHED ANGULAR STONE WITH AN
ASSUMED 40% POROSITY). THIS EQUATES TO 1.3 CUBIC
FEET OF STORAGEISQUARE FOOT OF BED.
2.7 THE CHAMBER SHALL HAVE FORTY-EIGHT ORIFICES
PENETRATING THE SIDEWALLS TO ALLOW FOR LATERAL
CONVEYANCE OF WATER.
2.8 THE CHAMBER SHALL HAVE TWO ORIFICES NEAR ITS
TOP TO ALLOW FOR EQUALIZATION OF AIR PRESSURE
BETWEEN ITS INTERIOR AND EXTERIOR.
2.9 THE CHAMBER SHALL HAVE BOTH OF ITS ENDS OPEN TO
ALLOW FOR UNIMPEDED HYDRAULIC FLOWS AND
VISUAL INSPECTIONS DOWN A ROW'S ENTIRE LENGTH.
2.10 THE CHAMBER SHALL HAVE 14 CORRUGATIONS.
2.11 THE CHAMBER SHALL HAVE A CIRCULAR, INDENTED,
FLAT SURFACE ON THE TOP OF THE CHAMBER FOR AN
OPTIONAL 4-INCH INSPECTION PORT.
2.12 THE CHAMBER SHALL BE ANALYZED AND DESIGNED
USING AASHTO METHODS FOR THERMOPLASTIC
CULVERTS CONTAINED IN THE LRFD BRIDGE DESIGN
SPECIFICATIONS, 2ND EDITION, INCLUDING INTERIM
SPECIFICATIONS THROUGH 2O01. DESIGN LIVE LOAD
SHALL BE THE AASHTO HS20 TRUCK. DESIGN SHALL
CONSIDER EARTH AND LIVE LOADS AS APPROPRIATE
FOR THE MINIMUM TO MAXIMUM SPECIFIED DEPTH OF
FILL.
2.13 THE CHAMBER SHALL BE MANUFACTURED IN AN ISO
90012000 CERTIFIED FACILITY.
3.0 END CAP PARAMETERS
3.1 END CAPS WITH PREFABRICATED PIPE CONNECTIONS
SHALL BE INJECTION MOLDED FROM POLYETHYLENE
RESIN.
3.2 THE END CAP SHALL BE DESIGNED TO FIT INTO ANY
CORRUGATION OF A CHAMBER, WHICH ALLOWS:
CAPPING A CHAMBER THAT HAS ITS LENGTH TRIMMED;
SEGMENTING ROWS INTO STORAGE BASINS OF
VARIOUS LENGTHS.
3.3 THE END CAP SHALL HAVE SAW GUIDES TO ALLOW EASY
CUTTING FOR VARIOUS DIAMETERS OF PIPE THAT MAY
BE USED TO INLET THE SYSTEM.
3A THE END CAP SHALL HAVE EXCESS STRUCTURAL
ADEQUACIES TO ALLOW CUTTING AN ORIFICE OF ANY
SIZE AT ANY INVERT ELEVATION.
3.5 THE PRIMARY FACE OF AN END CAP SHALL BE CURVED
OUTWARD TO RESIST HORIZONTAL LOADS GENERATED
NEAR THE EDGES OF BEDS.
3.6 THE END CAP SHALL BE MANUFACTURED IN AN ISO
9001:2000 CERTIFIED FACILITY.
STORMTECH LLC CONCEPTUAL PLAN DISCLAIMER
THIS STOMECN CHAMBER SYSTEM LAYOUT WAS PRODUCED TO DEMONSIRATEA SED LAYOUT TINT
WILL HANDLE THE DESIGN VOLUME USTEDABO.£. TIE SIONG, FT ANDAPPLICABLITYOFTHE
STORMIEW CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HASNOTSEENDETSI MNED. Tr STHE
LILT IERESPONBSILTYWTIEDESIGNEGNMTOASSURETINTI)ESTORMWATERSYSTEM
DES SNFULLCO.IPLLM=WDHALLAPp.ICABIEt ANDREGIMTHMS. STORMTECKPRODUCT'S
MUSTBEDESONEOANDemALIEDNACCORDWCEwTHSTOR mom MWIII1MmQVIIS tm.
STORMIEd UCDCESNOTAPPROYEPLANS. SIMMO WSTWDESIOS. THEDESONENGRIEERS
RESPONSIBLE FORALL DFSUGNOEC9 ONS.
* NOTE: CHAMBER SYSTEM DESIGN MUST BE IN
ACCORDANCE WITH STORMTECH DESIGN MANUAL
10" MANIFOLD
STORMTECH INLET
MANIFOLD
INV.=14.06
TWO (2) 6' DUAL
WALL PERFORATED
HDPE UNDERDRAIN
SHOWN INV=13.50
0
SECTION
4" SCH 40 PIPE
ECTION PORT
T 15 DITECTON
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W x H x INSTALLED LENGTH) -
CHAMBER STORAGE -
MINIMUM INSTALLED STORAGE -
WEIGHT -
STUBS AT TOP OF END
CAP FOR PARTS NUMBERS
ENDING WITH'T'
51.0"x30.0'x85A'
45.9 CUBIC FEET
74.9 CUBIC FEET
75 LBS.
STUBS AT BOTTOM OF END
CAP FOR PARTS NUMBERS
ENDING WITH'B"
PART#
CHAMBER
PIPE SIZE
A
B
C
SC740EPEOST
SC-740
6 in (150 mm)
10.901n (277 mm
18.50In (470 mm)
WA
SC740EPE06B
SC-740
6 in (150 mm)
10.901n (277 mm
WA
0.50 in (13 mm)
SC14DEPEOST
SC-740
8 in (2DO mm)
12 20 In (310 mm
17.50 in (445 mm)
WA
SC740EPEOSB
SC-740
8 in (200 mm)
12.201n (310 mm
WA
0.601n (15 mm)
SC740EPEIOT
SC-740
10 in (250 mm)
13.40 in (340 mm
15.50 in (394 mm)
WA
SC740EPE10B
SC-740
10 in (250 mm)
13.40 in (340 mm
WA
D.701n (18 mm)
SC740EPE12T
SG740
121n (300 mm)
4.70 in (373 mm
12.50 in (318 mm)
WA
SC740EPE112B
SC-740
12In (300 mm)
14.70 In (373 mm
WA
12D In (30 mm)
SC740EPEIST
SC-740
15 In (375 mm)
18.40 in (467 mm
9.00In (229 mm)
WA
SC740EPEISS
SC-740
15 In (375 mm)
18AO In (467 mm
WA
1.301n (33 mm)
SC740EPEIST
SC-740
18 in (450 mm)
19.70In (500 mm
5.00In (127 mm)
WA
SC740EPE118B
SC-740
18 in (450 mm)
19.70In (500 mm
WA
1.60 in (41 mm)
SC740EPE248
SC-740
241n (600 mm)
18.50In (470 mm
WA
0.10In (3 mm)
NOTE AUDIMEWSIONSAFENONOW
ALL STUBS, EXCEPT FOR THE SC74DEPE24B
ARE PLACED AT BOTTOM OF END CAP SUCH
THAT THE OUTSIDE DIAMETER OF THE STUB IS
FLUSH WITH THE BOTTOM OF THE END CAP.
FOR ADDITIONAL INFORMATION CONTACT
STORMTECH AT 1-888-892.2694.
* FOR THE SC74CEPE248 THE 24"
STUB LIES BELOW THE BOTTOM OF THE
END CAP APPROXIMATELY 1.75".
BACKFILL MATERIAL SHOULD BE
REMOVED FROM BELOW THE N-12 STUB
50 THAT THE FITTING SETS LEVEL.
NOTE: CHAMBER SYSTEM DESIGN MUST BE IN
ACCORDANCE WITH STORMTECH DESIGN MANUAL
VM1.11AHOETIIE DESIGN VOLUME USTEDAIOVE THE WING. FTNDAPPLOABAMOFTHE
STOgTECHCHALaERSYWMFORTMSPECFCPROJECTNASNDTIEENOETEFJMN . TSTHE
IxTILIATERESPONBSLTYOFTIEDESM.NENGI TOA56URET"ATTTESTOPAWATERSYSTEM
OEMNFLLLCO�WTNALLAPPUCANELAWSAMfWAkMTONS STOWMIECHPRODUCTS
M+ILTBEDESOWOANDINSTALLEDNACCORDANCEWRHSTORMTEOrSMNWWIMREQLM MENTS.
SUCRHIECN LLC DOES NOTAPPRWEPIANS, SIONG.OTSYS1E110ESIGNS. ThEDESE NEMOWEERS
RESPONSIBLE FOR NL DESIGN DECISIONS.
MANHOLE
RIM ELEV=19.05
6" THICK
CONCRETE
WALLS
y
15' RCP OUTLET
0 2.79%.
INV=13.50
A -A
15" RCP OUTLET
1 2799 A
.�(1) 3.5'X19"
u
10" MANIFOLD
STORMTECH INLET
MANIFOLD
INV.=14.06
RIM E
6" THICK
CONCRETE
WALLS
10' MANIFOLD
STORMTECH INLET
MANIFOLD
INV. 14.06
ORIFICE
WALLS
u
TWO (2) 6" DUAL
WALL PERFORATED
HOPE UNDERDRAIN
A SHOWN INV=13.50
"Q
-TOP OF WEIR WALL
ELEV=17.00
(1) 3.5-X19" RECTANGULAR
- ORIFICE
INV=14.70
15' RCP OUTLET
0 2.79%
TWO (2) 6- DUAL
® WALL PERFORATED
HOPE UNDERDRAIN
SHOWN INV-13.50 SECTION B-B
CONTROL STRUCTURE J13#6
NOT TO SCALE
STORMWATER CHAMBER SPECIFICATIONS
1. Chambers shall be StormTech SC-740, SC-310 or approved equal.
2. Chambers shall conform to the requirements of ASTM F2418-05, "Standard
Specification for Polypropylene (PP) Corrugated Wall Stormwater
Collection Chambers".
3. Chamber rows shall provide continuous, unobstructed internal space with
no internal support panels.
4. The structural design of the chambers, the structural backfill and the
installation requirements shall ensure that the load factors specified in the
AASHTO LRFD Bridge Design Specifications, Section 12.12 are met for: 1)
long -duration dead loads and 2) short -duration live loads, based on the
AASHTO Design Truck with consideration for impact and multiple vehicle
presences.
5.Only chambers that are approved by the engineer will be allowed. The
contractor shall submit (3 sets) of the following to the engineer for approval
before delivering chambers to the project site:
a. A structural evaluation by a registered structural engineer that
demonstrates that the load factors specified in the AASHTO LRFD
Bridge Design Specifications, Section 12.12 are met. The 50-year
creep modulus data specified in ASTM 2418-05 must be used as part
of the AASHTO structural evaluation to verify long-term performance.
b. A certification by the manufacturer that the chambers are in
accordance with ASTM F2418-05.
6. Chambers shall be produced at an ISO 9001 certified manufacturing
facility.
7. All design specifications for chambers shall be in accordance with the
manufacturer's latest design manual.
8. The installation of chambers shall be in accordance with the manufacturer's
latest installation instructions.
STORMTECH LLC CONCEPTUAL PLAN DISCLAIMER
THIS STOMMIFGH CINMBER SYSTEM IAYDUT WAS PRODUCEOTO DEMONSTRATE AB® UYOUTTHAT
WSIHMJDIETIEDES*NVOLIILEIISTEDABOVF THE 6mNG,FTANDAPNIGBEIiYaTHE
STORNTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOTBEEN DETERMINED. TSTHE
ULTIMATE RESPOKINN TY OF ME DESIGN ENGINEER TOASSURE THATTHE STORMWATER SYSTEM
DFSIGNIS INLLWTNL FUCOMFI JNCE HAPP ICANX LAWS NO REGNATONS. STORMTECH PRODUCTS
MUSTBEDESONEDANDWSTALLEDM WTHSTDRMiEGMB'""MIMREOINRENENM
STORM2CH LLC DOES NOTAPPROVE PLANS. STIR, OR SYSTEM DESK,TMS. THE DESIGN ENWIEER S
RESPONSIBLE FOR ALL. DESIGN DECISIONS.
* NOTE: CHAMBER SYSTEM DESIGN MUST BE IN
ACCORDANCE WITH STORMTECH DESIGN MANUAL
Rp,cr1 V EX)
RM
APR 2 8 2009
PREPARED IN THE OFFICE OF: CLIENT:
1ppwuuq�7jp 05 09 OS PROJECT:
5 REVISED PER DWQ COMMENTS DATED 4 16/09 4/27 09 WJB JDK
Kirnlluy Horn FIRST CITIZENS BANK :'��`F�'°•G''',nT SCALE
OAK ISLAND
3 REVISED PER DWQ COMMENTS DATED 8/14/08 11/14/08 KMV JDK F1
_ NSA
1 REVISED PER TOWN TRC COMMENTS DATED 6/9/O8, REVISED GRADING AND STORMTECH SYSTEM DESIGN 7/23/OS MRA PAS and Associates,Inc. NORTH C A R O L I N A
TITLE: = DRAWN BY:
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY' \� DAW
for the specificse STORMWATER MANAGEMENT....... �'��
ofls document, together and improper reliance wonh the this document withouutts and 9ns written authorization and adaptation by Kimey-HIomna dded Associates, Inc. shall be and
liability for
Kimlewhich
y-Hom andTAssociat se Innc. PO. BOX - �i 111�����` TECH ATTACHED REFERENCE FILES JOB NUMBER: SHEET NUMBER
NO1�" �''"" �' DETAILS
Copyright Kimley-Horn and Associates, Inc., 2008 P OFE- 90) 677-2WO FAX (90) g%%-'=I� / • �K(\ CHECKED 8Y:
SEAL: �iltjl111 4ItT�"^ PAB 011737152 C12 Of