SW6110505_APPROVED PLANS_20110615

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

8030 U.S. HWY. 401 (RA FORD ROAD)
CITY OF FAYETTEVILLE, NORTH CARO INA
DESIGN DOCUMENTS
MAY 2011
FOR:
ALPHA ACADEMY INC. DEVELOPER:
ALPHA ACADEMY, INC.
i PO BOX 35476
FAYETTEVILLE, NC 28303
PO
BOX 35476 ATTN: EUGENE SLOCUM [phone]
ENGINEER CIVIL : Fg@'
FAYETTEVILLE NC 28303 PARAMOUNTE ENGINEERING, INC. IL
5911 OLEANDER DRIVE, SUITE 201 O���_����WILMINGTON, NORTH CAROLINA 28403 �r L l 1
(91
ATTN: ROBERT BALLAND, P.E. [phone] DEM
bVAiE1t ciuz
WaG°'We & �mwam, a.
SHEETINDEX -.
` SHEET NUMBER SHEET TITLE y
C-0.0 COVER SHEET
O �->,� �°G• s�p,� ,d C-1.0 GENERAL NOTES
�o+� o� R r400 Rp �• ` o C-2.0 SITE PLAN
urwell j C-3.0 GRADING, DRAINAGE & E.C. PLAN
a
mm ��• etejhG� �R o -1 O< a C-4.0 UTILITY PLAN
r
vaata P°° C-5.0 - C-5.6 DETAILS
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NOTICE REQUIRED Utiah Or.
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY O 40%x sle0 uoIA.10 O--.--#g—Aq
s SITE uos,�,Qov— A4
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. $ _ t/ alga to4op"rs auwed
(iI)9006' HZ OVON VS0'sgru,aleevwo;,'
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF �o a4141. eauepdwmyuaopu, lsoads pue aueld
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR '� eW oubisw:asu�Mwao.uuois q;le-6uunp��aCsu4
iau&sap we1t.(s ialeMuuols ayu r'- r ", sam
TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ?
9uIp:8341,ON Uuuad,alehuw ols 04d AG pennbe,
- !I sluawnoop ese414AM aouep.000e u! uoll,,n,IsddpuoO
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CONTACT "CAROLINA ONE CALL" AT � 5. OR
I-800-632-4949 IFOR pd•
PREPARED BY:
CONTACT THESE UTILITIES
CITY OF FAYETTEVILLE PLANNING PUBLIC WORKS COMMISSION (WATER, SEWER, & ELECTRIC)
ATTN: MARSHA BRYANT ATTN: MR. JOHN P. ALLEN, PE
PH: 910."3.1416 PH: 910-2234734
PIEDMONT NATURAL GAS P R A M O U T
E
PHa10-799.7185 BELL SOUTH LOCATION MAP E N G 1 N E E R 1 N G, 1 N
SCALE: 1^=200' NOC"41QO
PH: 1-800-632.4949 - RTfI-1 WILNIINGTON NC FAYETTEVILLE NC
EMERGENCY DIAL 911 5911 Oleander Drive, Suite 201 �oSEAL °
TIME WARNER CABLE Wilmington, North Carolina 28403 ° 03 5 1
POLICE - FIRE - RESCUE PH: 910.763.4636 [phone] (0) [phone] (F) ? 51/4tit `
CITY OF FAYETTEVILLE ENGINEERING NC License #: C-2846 ''�.,'INEEP
PROJECT # 11128.PE
PH: 910.433.1656 �,iP.
FINAL DESIGN NOT ISSUED FOR CONSTRUCTION

t
MU i t: I rtttit tKU51UN CONTROL AND SEQUENCE OF CONSTRUCTION NOTES
ARE INTENDED FOR EACH "PHASE" OF CONSTRUCTION. THE ORDER AND STEPS
TAKEN MUST BE IMPLEMENTED AS EACH PART OF THE PROJECT IS DEVELOPED;
WHETHER AS A WHOLE OR IN PHASES. ANY EROSION CONTROL
DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED
TO HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL
IMPROVEMENTS WITHIN THE BASIN ARE COMPLETE.
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S),
ESTABLISH THE LIMITS OF DISTURBANCE, AND TEMPORARY SILT FENCE.
2. CLEAR AND REMOVE FROM SITE ALL TREES (ONLY ONES TO BE REMOVED),
ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN THE DESIGNATED
CLEARING LIMITS.
3. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE
PLANS WITHIN THE AREA DISTURBED. ALL EROSION CONTROL MEASURES
MUST BE INSTALLED BEFORE COMMENCING CONSTRUCTION.
4. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY
GRADING ACTIVITY.
5. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH
BASIN, DROP INLET, ETC., THE CONTRACTOR SHALL INSTALL INLET
PROTECTION TO STOP ANY SEDIMENT FROM ENTERING THE DRAINAGE
SYSTEM,
6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM,
THE CONTRACTOR SHALL INSTALL OUTLET PROTECTION AS SHOWN ON THE
PLANS AND DETAILS.
7. THE CONTRACTOR SHALL CONVERT THE SEDIMENT BASIN TO THE
INFILTRATION BASIN ONCE THE ENTIRE DRAINAGE BASIN IS FULLY
STABLIZED. THE CONTRACTOR SHALL REMOVE ANY SEDIMENT FROM THE
BASIN AND ESTABLISH THE FINAL BASIN BOTTOM ELEVATION. ONCE ALL
CONSTRUCTION IS FINISHED WITHIN THE BASIN DRAINAGE AREA THE
CONTRACTOR SHALL REMOVE THE SKIMMER & THE TEMPORARY
DRAW -DOWN ORIFICE TO COMPLETE THE INFILTRATION BASIN
CONSTRUCTION.
8., THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING
TO PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT
LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF
THE EROSION CONTROL MEASURES.
9. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE
CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY
NCDENR
10. UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NCDENR, THE
CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL MEASURES.
11. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND
MAINTAIN SPRIGGED, SODDED, AND PLANTED AREAS UNTIL ALL
CONSTRUCTION 16 COMPLETE.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH-JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300
LB/ACRE 10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO
PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR
EXCESS FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS
NOT TO EXTEND BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
FALL
RATE (LB/ACRE)
40
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 75018/ACRE 10-10-10
FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES
SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
COORDINATION NOTES:
1.
THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR
1.
THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR
CONSTRUCTION OF THESE PLANS.
GROUNDCOVER ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING; PERMANENT
2.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH THE CITY OF
GROUNDCOVER FOR ALL DISTRUBED AREAS WITHIN 15 WORKING DAYS OR
FAYETTEVILLE, CUMBERLAND COUNTY, PWC, AND THE STATE OF NORTH CAROLINA.
90 CALENDAR DAYS (WHICHEVER IS SHORTER), FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
3.
THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL
2.
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO
COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED
AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND
ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL
SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT
SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
4.
ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE
3.
THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF
PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE
PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE
COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO
ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
FINAL INSPECTION.
5.
CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL
4.
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED
BUILDDNG DIMENSIONS AND DETAILS.
PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
5.
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND
GENERAL NOTES:
PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
1.
EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY COMPLETED BYGEORGE M. ROSE, PE. THE
SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANy DISCREPANCIES REPORTED TO
6.
PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER
THE OWNER, OWNERS REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY.
THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO
OFF -SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE
2.
REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING
CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION
UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDENR FOR
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE
THE AMENDED PERMIT.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE
7.
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL
FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC
EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
CABLES, TELEPHONE CABLES, WATER LINES, ETC.
SEDIMENTATION AS DETERMINED BY EITHER THE REVIEWING AGENCY OR
THE ENGINEER. (NO SEPARATE PAYMENT).
3.
CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
8.
ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION
MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND
PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
4.
CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
9.
ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN AT
SHALL BE SODDED OR SEEDED AS INDICATED AND STABILIZED.
ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE
BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND
10.
DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN
WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE
APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING
ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE
OUTLET.
WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT
TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT.
11.
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY
5.
ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE
NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
DISPOSED OF OFF -SITE.
12.
ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY
6.
ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD
CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT GROUND COVER
OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
HAS BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER. (NO
SEPARATE PAYMENT). NCDENWS FINAL APPROVAL IS REQUIRED.
7.
CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AN
13.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT
ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION
ACCESS LOCATIONS INTO NON -PAVED AREA. (NO SEPARATE PAYMENT).
SITE NOTES:
14.
WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER
1.
ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
QUALITY SHALL BE CONTACTED PRIOR TO DISTURBING A CREEK. THE
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
CONTRACTOR SHALL INSTALL RIP -RAP WITH FABRIC ALONG DISTURBED
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS
BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL CONTOURS, BUT
SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
NOT STEEPER THAN1 MAXIMUM. DISTURBED CREEK AREA SHALL BE
STABILIZED IMMEDIATELY.
DIATELY.
2.
CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM
DAMAGE.
3.
ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
MAINTENANCE PLAN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
4.
DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
5.
THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
DESIGNED.
6.
THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION
2.
ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH
LIMITS" BROOM CLEAN AT ALL TIMES.
AN ADDITIONAL 21NCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY
SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY
7.
ALL UTILITIES TO SERVICE PROPOSED STRUCTURES SHALL BE UNDERGROUND ON
O
REMOVED.
SITE.
3.
SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE BE BE
8.
ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE
�H'1
t 1
WILL
DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY•/
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL
MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN
BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT
ACCORDANCE WITH THE SPECIFICATIONS.
STAKE SPACING.LF
4.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
9.
CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE
OWNER UPON
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER
TO THE ENGINEER.
O
5.
INLET PROTECTION -INSPECT ROCK PIPE INLET PROTECTION AT LEAST ONCE
A WEEK AND AFTER EACH SIGNIFICANT (I INCH OR GREATER) RAINFALL EVENT
10.
IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY
U
AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT
THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER.
O
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
11.
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON
6.
SEDIMENT BASIN - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS
H
ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE
INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND
W
DESIGN DEPTH. PLACE SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE,
SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER
PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
ALL TRASH
OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME.
THE CONTRACTOR
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REMOVE AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND
Fi-I
STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949 AT LEAST
7.
SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH
48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
w
RAINFALL TO MAKE SURE THAT THE INTAKE MECHANISM; ORIFICE, OR
CONTACTING ALL NONSUBSCRIBING UTILITIES.
DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR SEDIMENT. IF THE BASIN
�J
IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM IS NOT
12.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
O
8.
OUTLET PROTECTION -INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND
13.
THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
AFTER SIGNIFICANT (} INCH OR GREATER) RAINFALL. EVENTS TO SEE IF ANY
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EROSION AROUND. OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES
14.
ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE YELLOW REFLECTIVE MARKINGS AND
HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
SHALL CONFORM TO NCDOT.
PREVENT FURTHER DAMAGE.
15.
ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB / SIDEWALK UNLESS NOTED
V
9.
EMERGENCY SPILLWAY / FOREBAY PROTECTION -AFTER EVERY HIGH-WATER
OTHERWISE.
H
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EVENT INSPECT THE INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT
EARTHENED BANKS. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
16.
LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED $O AS
W
FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP LINED APRONS,
NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND
AT ENTRANCE/EXIT
^
RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT
LOCATIONS PER LOCAL STANDARDS.
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VEGETATIVE COVER.
17.
SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES.
18.
ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB
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UNLESS OTHERWISE NOTED.
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VICINITY MAP
SCALE: 1"-200'
SITE INFORMATION
PROJECT NAME:
PROPOSED USE:
TAX PARCEL NUMBER:
SITE ADDRESS:
CURRENT ZONING:
PROPOSED ZONING:
TOTAL SITE AREA:
OWNER INFORMATION:
DIMENSION REQUIREMENTS
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.1
IYORTH
ALPHA CHARTER SCHOOL
SCHOOL
9476-97-7406 & 9476-97-9386
8030 U.S. HWY 401 (RAEFORD ROAD), SIX PACK SUBDIVISION
Cl P (SHOPPING CENTER DISTRICT)
C1P
273,864 SF (6.29 ACRES)
LOT 5
HARRELL LAND GROUP, LLC
1128 GILLESPIE STREET
FAYETTEVILLE, NC 28306
LOT 6
STUDENT ENHANCEMENT SERVICES
PO BOX 35476
FAYETTEVILLE, NC 28303
FRONT SETBACK 50' (FROM STREET RIGHT OF WAY)
REAR SETBACK 39
SIDE SETBACK 30' (ADJACENT TO LOT) OR (50' ADJACENT TO R!W)
PROPOSED BUILDING AREA: 45,735 SF (SCHOOL, GYMNASIUM, & MODULAR UNITS)
TOTAL IMPERVIOUS AREA
PROPOSED BUILDING 48,865SF
PROPOSED SIDEWALK 12,772 SF
PROPOSED ASPHALT 63,479 SF
OTHER 5,474 SF
TOTAL 130,590 SF (3.00 AC) - 47.7% IMPERVOUS (TOTAL SITE)
LANDSCAPING
STREETSCAPE LANDSCAPING
A PERIMETER PLANTING STRIP ADJACENT TO THE PUBLIC RIGHT OF WAY WITH A MINIMUM WIDTH OF 6
FEET.
STREET FRONTAGE: 322 LF
DRIVEWAY: 134 LF
TOTAL PLANTING LENGTH: 188 LF
TREES (REQUIRED):
• LARGE SHADE TREES - 188/75 = 3
• SMALL ORNAMENTAL TREES - 188/50 = 4
TREES (PROVIDED):
• LARGE SHADE TREES - 4
• SMALL ORNAMENTAL TREES - 0
LARGE SHADE TREES SHALL BE A MINIMUM OF TWO INCHES CALIPER AND HAVE A MINIMUM HEIGHT OF
TEN FEET FROM GROUND SURFACE AT PLANTING.
SMALL ORNAMENTAL TREES SHALL BE A MINIMUM OF ONE INCHES CALIPER AND HAVE A MINIMUM
HEIGHT OF SIX FEET FROM GROUND SURFACE AT PLANTING.
NON-RESIDENTIAL BUFFER
TOTAL SITE AREA: 273,864 SF (6.29 ACRES) 5% = 13,693 SF (0.31 ACRES)
BUFFER AREA: 23,066 SF (PROVIDE 18' BUFFER, 13,952 SF)
BUFFER LENGTH: 770 LF - 27 LF (UTILITY EASEMENT) = 743 LF
TREES (REQUIRED):
• LARGE SCREENING TREES - 743/10 = 74
• LARGE EVERGREEN SHRUBS - 770/6 = 128
TREES (PROVIDED):
• LARGE SCREENING TREES - 74
• LARGE EVERGREEN SHRUBS - 0
LARGE SCREENING TREES SHALL BE A MINIMUM OF TWO INCHES CALIPER AND HAVE A MINIMUM
HEIGHT OF TEN FEET FROM GROUND SURFACE AT PLANTING.
LARGE EVERGREEN SHRUBS SHALL ATTAIN A MINIMUM HEIGHT OF SIX FEET AT MATURITY.
VEHICLE USE AREA LANDSCAPING
VEHICULAR USE AREA: 62,402 SF
TREES (REQUIRED):
• LARGE SHADE TREES - 40,000/5,000 = 8, PLUS 22,402/10,000 = 2.2 (TOTAL = 10)
OR
• SMALL SHADE TREES - 40,00012,500 = 16, PLUS 22,402/5,000 = 4.4 (TOTAL = 20)
TREES (PROVIDED):
• LARGE SHADE TREES - 9
• SMALL SHADE TREES - 14
A COMBINATION OF BOTH LARGE AND SMALL SHADE TREES MAY BE USED, SUCH THAT THE TOTAL
NUMBER OF SQUARE FEET OF VEHICULAR USE AREA ARE ACCOUNTED FOR.
w
EXISTING 12" C900 I I a
PVC WATER MAIN I I \
I
LOT 5
151,509 SF, 3.48 AC.
20' UTILITY — - '� I HARRELL LAND GROUP c °
EASEMENT I PORTION OF �`r ;fir. GT RECREATION INC.
DEED BOOK 7490, PAGE 116 DEED BOOK 7169 PAGE 887
I I ZONED C1P PLAT BOOK 89, PAGE 15
I I PIN:9476-98-5356
PROPOSED 2'-0" \ ZONED R-10
CONCRETE CURB &
I I GUTTER \
(SEE DETAIL)
s \ y
i 3R
g I PROPOSED VAN ACCESSIBLE N 1135' PROPOSED 18'
I HANDICAP PARKING SPACES `'O• NON-RESIDENTIAL
I I TO BE IN ACCORDANCE WITH so' 3'R BUFFER
ADA MIN. REQUIREMENTS x 29R
I 3;
V
3R3
Ir:.:r S� 'SIDEWALK �S),
Q1 ��' $ w I ' np. PROPOSED WHEEL O6F
STOP (TYP)00
6 3
F w (SEE DETAIL) 668,
7..
LOT 6
o „< w J 122,491 SF, 2.81 AC. " STUDENT ENHANCEMENT SERVICES
m' DEED BOOK 8349, PAGE 582
I-G PLAT BOOK 126 PAGE 43
D `_
ROBERT M. GREGORY, JR. ZONED C1P
' I + \
DEED BOOK 8046, PAGE 20 I
PIN:9476-77-1917
ZONED C1P I {p e
;K PROPOSED HC I I II
RAMP (TYP)
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RACK (5) BIKES MIN. H ' 32 Sao
PROPOSED BIKE �
q 62,14 24"Pine
3 RACK (5) BIKES MIN
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CONCRETE CURB &
zo"Pu_��FF-10 GUTTER
i (SEE DETA
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PROPOSED 5'— —
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PROPOSED 8" SDR-26
PVC SEWER MAIN
PROPOSED 6" C900
PVC WATER MAIN
z '�
PROPOSED 6YD
I 1
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I
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ENCLOSURE
(SEE DETAIL)
20' UTILITY
F
EASEMENT
S8716'50"E
I'
M
20.70'
OPEN SPACE
OPEN SPACE PROVIDED: 148,277 SF (3.40 ACRES)
TOTAL PARKING
REQUIRED: 1 SPACE FOR EACH 300 SF OF GROSS FLOOR AREA
GROSS FLOOR AREA: 39,696 SF (SCHOOL & MODULAR BUILDING ONLY)
TOTAL REQUIRED: 132 SPACES
TOTAL PROVIDED: 132 SPACES
HANDICAP PARKING REQUIRED: 5 SPACES
HANDICAP PARKING PROVIDED: 9 SPACES
BUILDING
SPRINKLER SYSTEM: YES
BUILDING FACADE: BRICK
WETLANDS:
NO WETLANDS EXIST ON THIS SITE.
FLOOD NOTE:
THIS PROJECT IS LOCATED IN ZONE X IN AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN ACCORDING TO FLOOD PANEL 9486J, MAP NUMBER 3710948600J & FLOOD PANEL
9476K, MAP NUMBER 3710947600K, AND DATED JANUARY 5, 2007.
SITE LIGHTING NOTE:
ALL SITE LIGHTING WILL BE DESIGNED WITH SHIELDS SO THAT IT WILL NOT SHINE DIRECTLY ONTO
ADJACENT PROPERTY. OWNER WILL CONTRACT WITH PWC TO PROVIDE SITE LIGHTING FOR SITE.
?� z OLD LINE MONUMNET SIGN
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DEED BOOK 7222, PAGE 200
I I PLAT BOOK 117, PAGE 2
PIN:9476-96-7935
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SIX PACK INVESTMENTS, LLC
DEED BOOK 7222, PAGE 198
PLAT BOOK 126, PAGE 43
PIN:9476-96-9923
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SIX PACK INVESTMENTS, LLC
DEED BOOK 7222, PAGE 198 O
zo'R Q U R PLAT BOOK 126, PAGE 43
> Q PIN:9486-07-2283 U
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SIX PACK INVESTMENTS, LLC
DEED BOOK 7222, PAGE 198
PLAT BOOK 126, PAGE 43
PIN:9486-06-1941 r�
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LEGEND:
/
/
/
/
STORM SEWER SCHEDULE
Line
ToLine
LineLength
PipeSize
Pi eSlo a
Inv ElevDn
�(ft)
Inv ElevUp
Grnd/RimDn
Gmd/RimUp
Pipe Material
-
--- --
- (ft)
(in)
(0/4r)
(ft)
(ft)
(ft)
CM
FES-1
31
18
0.52
214.00
214.16
WA
221.29
CL.111 RCP
CI-2
CI-1
54
15
0.50
214.41
214.68
221.29
221.68
CL.111 RCP
CO-1
FES-2
54
18
0.50
214.00
214.27
WA
222.98
CL.111 RCP
CO-2
CO-1
100
15
0.50
214.27
214.77
222.98
223.67
C1.111 RCP
CO-3
CO-2
97
15
0.51
214.77
215.26
223.67
224.15
CL.111 RCP
CO-4
CO3
1 74
15
0.49
215.26
215.62
224.15
224.15
CL.111 RCP
YI-1
CO-4
74
15
0.50
215.62
215.99
224.15
223.50
CL.111 RCP
CO-5
CO-4
60
15
0.51
215.62
215.93
224.15
224.15
CL.111 RCP
COS
COS
60
15
0.50
215.93
216.23
224.15
224.15
CL.111 RCP
CO-7
COS
71
12
0.49
216.23
216.58
224.15
224.15
CL.111 RCP
CO-8
CO-7
71
12
0.50
216.58
216.94
224.15
224.15
-CL.111 RCP
DI.1
FES-3
45
24
0.58
214.00
214.26
N/A
219.65
CL.111 RCP
MHA
DI-1
38
24
0.50
214.76
214.95
219.65
220.41
CL.111 RCP
DI-2
MHA
59
24
0.49
214.95
215.24
220.41
221.70
CL.111 RCP
DI-3
DI-2
95
18
0.51
215.74
216.22
221.70
223.86
CL.111 RCP
D"
DI-3
95
15
0.49
216.47
216.94
223.86
223.63
CL.111 RCP
DI,,5
DI-4
78
15
0.50
216.94
217.33
223.63
224.76
CL.111 RCP
CI-3
MHA
43
15
0.51
216.35
216.57
220.41
220.86
CLAI RCP
CO-9
DI-3
41
12
0.49
216.47
216.67
223.86
225.25
CL.111 RCP
CO-10
CO-9
1091
12
0.50
216.67
217.22
225.25
225.25
CL.III RCP
* PROVIDE 1-FOOT SUMP IN ALL CURB INLET AND DROP INLET STRUCTURES
0
INFILTRATION BASIN / SEDIMENT BASIN NOTES:
1. THE PROPOSED INFILTRATION BASIN SHALL BE USED DURING CONSTRUCTION
AS A SEDIMENT BASIN UNTIL THE SITE IS FULLY STABILIZED.
2. THE CONTRACTOR SHALL CONSTRUCT THE SEDIMENT BASIN TO THE PROPOSED
DEPTHS OF THE INFILTRATION BASIN AS ILLUSTRATED ON THE PLANS AND
INSTALL THE PROPOSED OUTLET STRUCTURE. ONCE THE OUTLET STRUCTURE
IS IN PLACE, THE CONTRACTOR SHALL IMMEDIATELY INSTALL THE SKIMMER TO
THE TEMPORARY DRAWDOWN ORIFICE.
3. ONCE THE SITE IS STABILIZED THE CONTRACTOR SHALL REMOVE ALL SEDIMENT
FROM THE BASIN AND ESTABLISH THE FINISHED GRADES OF THE PROPOSED
INFILTRATION BASIN.
4. REFER TO THE SEDIMENT BASIN DETAIL FOR THE REQUIRED SEDIMENT
REMOVAL ELEVATIONS DURING CONSTRUCTION.
5. THE CONTRACTOR SHALL REMOVE & PLUG THE DRAW -DOWN ORIFICE UPON
FINAL CONVERSION OF THE SEDIMENT BASIN TO THE INFILTRATION BASIN
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF FAYETTEVILLE STANDARDS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN INLETS TO PROTECT THE SYSTEM
FROM COLLECTING SEDIMENTATION DURING CONSTRUCTION. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE
PARKING LOT IS PAVED.
3. ALL PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE PROPOSED EDGE OF PAVEMENT OR FACE OF
CURB ELEVATIONS.
4. ALL ROOF DRAINS SHALL BE DIRECTED INTO THE STORM SEWER SYSTEM.
5. ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED TO MEET ADA REGULATIONS. CONTRACTOR SHALL CONFIRM
GRADES BEFORE PLACING PAVEMENT OR SIDEWALKS.
6. THE CONTRACTOR SHALL USE EITHER RCP (CL. III) OR HDPE PIPE FOR THE STORM DRAINAGE SYSTEM. IF THE
CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 HP STORM PIPE OR APPROVED EQUAL AND SHALL
BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL BE SURE TO PROVIDE
CONCRETE COLLARS AROUND EACH F.E.S. TO PREVENT FLOATATION IF HDPE PIPE IS CHOSEN.
7. NO WETLANDS EXIST ON THE SITE
8. CONTRACTOR SHALL REFER TO THE REPORT OF SUBSURFACE INVESTIGATION AND GEOTECHNICAL ENGINEERING
EVALUATION PREPARED BY TERRA TECH ENGINEERS, INC., PROJECT NUMBER 121-10-62530, AND DATED AUGUST 2,
2010 FOR SITE PREPARATION AND GRADING, GROUND WATER CONTROL DURING CONSTRUCTION, PAVEMENT DESIGN,
STRUCTURAL FILL, AND QUALITY CONTROL MEASURES DURING CONSTRUCTION.
0
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1 I LIMIT OF DISTURBANCE
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EG=27.90�� EXISTING SPOT ELEVATION
EP=26.90----, PROPOSED EDGE OF PAVEMENT
PG=26.90-1� PROPOSED SPOT ELEVATION
SW=25.90---, PROPOSED SIDEWALK ELEVATION
TC=25.90PROPOSED TOP OF CURB ELEVATION
INLET PROTECTION
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DI =
DROP INLET
DDI =
DOUBLE DROP INLET
SDMH =
STORM DRAIN MANHOLE
FFE =
FINISHED FLOOR ELEVATION
BPE =
BUILDING PAD ELEVATION
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(CONTRACTOR SHALL REMOVETEMPORARY CONSTRUCT1
� AND PLUG THE DRAWDOWN Z PROPOSED 4' HIGH 0� 5rx x i�..f •�- y .' a
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/ RNIVM = 216.00 I I ¢ >1 FINAL CERTIFICATE OF
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\ \ EL.=219.64 1 BAFFLE (SEE DETAIL)
EXISTING ASPHALT
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EXISTING STORMWATER '
COLLECTION SYSTEM WHICH 9� \ \ Q
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- GATES -SHADOWBOX
FENCE
)OUBLE GATE
9'•8'
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. n a V-0" HIGH (TYP. );
G A
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c
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8'-O" HIGH
NOTES: `SLEEVE FOR
1) FOOTINGS SHALL EXTEND 18" MINIMUM BELOW GATE STOP
ADJACENT EXISTING GRADE BELOW FROST DEPTHS
9' PER LOCAL CODES. SEE SOILS REPORT FOR ANY
B ADDITIONAL DESIGN CRITERIA. SECTION 'A'
1 2) ENCLOSURE SHALL BE SHADOWBOX FENCE
#5 BAR
CONTINUOUS (TYP)
#5 BAR CONTINUOUS
(TYP) 6X6-2.9X2.9 WWM
AT MID SLAB -�
UIN ° A
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NOTE 11 - CONTRACTOR SHALL PROVIDE PHOTOGRAPHIC OR
SIMILAR ACCEPTABLE EVIDENCE TO THE OWNER'S CONSTRUCTION
MANAGER UPON COMPLETION OF STEEL PLACEMENT.
6X6-2.9X2.9 WWM
AT MIDSLAB
.
6"THK. CONCRETE
3,000 PSI MIN. OR
AS SPECIFIED IN
X`Z`
F THE GEOTECH
REPORT
6" THK MIN. CRUSHED
STONE BASE OR AS
6" THK. MIN. CRUSHED
SPECIFIED IN THE
12" 8" STONE BASE OR AS
GEOTECH REPORT
SPECIFIED IN THE
GEOTECH REPORT
COMPACTED
SUBGRADE
SECTION 'B'
ASPHALT r 3,000 PSI CONCRETE
SECTION 'C'
(SEE SECTION W FOR SIMILAR NOTES)
DUMPSTER PAD DETAIL
NOT TO SCALE
RARA
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q"� < ... a
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0
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MUTCD
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I 12"x18"
$ 250 MAXIMUJdR7-8D
T
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AVEMENT/GRASS
0
FIN. GR.
GR.
6" DIAMETER CONC
FILLED BOLLARD -
PAINTED
CONC. FOOTING
3.000 PSI @ 28 DAY
NOTES:
1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL ATTOP TO SHED WATER.
3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI.
4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
5. TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
SUB -RESISTANT PRESSURE SENSITIVE NON -YELLOWING ADHESIVE, "SKOTCHCAV
TRANSPARENT FILE #639 OR APPROVED EQUAL.
6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
BY 3M COMPANY OR APPROVED EQUAL.
7. SIGN LETTERING SHALL BE NIPS MODIFIED CLARENDON TYPEFACE, UPPERCASE LETTERS
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SPACING BETWEEN LINES.
8. CORNER RADIUS OF SIGNS SHALL BE 2.5"
ARROWS SHALL BE 5.626" LONG BY 3.75" HIGH.
9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.
HANDICAP SIGN DETAIL
NOT TO SCALE
ASPHALT
a d n 4do• a
SLOPE ° SLOPEA a'a'
a 4,
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SIDEWALK 1
12:1 MAX.
PAVEMENT CURB
SECTION A -A
A
WHEELCHAIR RAMP (DROP CURB)
NOT TO SCALE
6'
1� 6" 18"
3" R 1/8" R
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s0 J
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I s'y�°".ti•' '-,`.:'F o r.: �: °, ° .mow: "1:n1 ;vi 6" BASE
>�x AGGREGATE
1__RS1_31W �::I'n h ? - K4 y uteri COURSE UNDER CURB.
24" CURB AND GUTTER
NOT TO SCALE
6'
L
_ 3" R 1/8' R
n 7"
o °
0
(REVERSE SLOPE) 24" CURB AND GUTTER
NOT TO SCALE NOT TO SCALE
GENERAL NOTES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A15
FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY
SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES
AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO
PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY
THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH
JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE
OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE
FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS
AND ADJACENT TO ALL RIGID OBJECTS.
FORMED HOLE FOR #4
REINFORCING BAR 2' MIN.
LENGTH (fYP. EA. PARKING
CHOCK) DRIVE REBAR FLUSH
WITH TOP OF CHOCK.
D PRECAST
-E PARKING CHOCK
FILTRATION BASIN DET,
ASPHALT
' SF9.5A SURFACE
OURSE
" NCDOT CRUSHED STONE AGGREGATE
ASE COURSE 100%ASTM D698
COMPACTED SUBGRADE'
100% ASTM D698 TO
12" DEPTH
PAVEMENT SECTION
NOT TO SCALE
4,000 PSI CONCRETE
r 6"
•1����r�1,
}� s 1�
\_ COMPACTEDDO STANDARD PROCTOR
�
ASPHALT TO CONCRETE PAVEMENT TRANSITION
NOT TO SCALE
OUTLET STRUCTURE
(SEE DETAIL)
_ 100 YR. EL. = 219.82
_ 50 YR. EL. = 219.69 -
_ 25 YR. EL. = 219.55 -
10 YR. EL. = 219.26 -
_ 1 YR. EL. - 216.39 -
1.0" RUN FL. 217.91 -
3 O --
1- 25% MAX. SEDIMENT STORAGE EL. = 215.50 3
FLOW MAIN BASIN FLOW -1�
BOTTOM EL. = 214.00
BASIN SECTION NOTE:
CONTRACTOR SHALL INSTALL PVC MARKER WITHIN BASIN
NOT ro SCALE TO INDICATE MAXIMUM SEDIMENT STORAGE ELEVATION
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
TOP OF RISER = 219.30 GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
(2.0" STORAGE ELEVATION) OUTLET STRUCTURE
Pam- OUTLET PIPE 20'
JN`✓ (8LF) 24" RCP CLASS Ill
INV. UP = 216.04
q INV. DOWN = 216.00 PROPOSED MANHOLE
/ SLOPE = 0.50% W/ FRAME AND COVER EL. 219.60 (TOP OF RIP -
RIM = 220.25
r------------------- INV. = 216.0000
(SEE DETAIL)
OF DAM EL. _
1 A" STORAGE ELEVATION=217.91 5 x5 REINFORCED
I FILTER FABRIC
CONCRETE BOX I 6" THICK CLASS'B' RIP -RAP
_ I I
in
/ EX.24"RCP EMERGENCY SPILLWAY DETAIL
I i
6"--------- NOT TO SCALE
I I
TENDED
BASE
NOTE:
1. ALL STORMWATER (INCLUDING ROOF DRAINAGE) MUST BE
CONVEYED TO THE STORMWATER BMP.
OUTLET STRUCTURE SECTION
NOT TO SCALE
EL. 221.00
AGGREGATE BASE
1RSE UNDER CURB.
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Y
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20' UTILITY
EASEMENT
20' UTILITY
EASEMENT
LEGEND:
199 EXISTING CONTOUR
199 PROPOSED CONTOUR
SPILL GUTTER
(REVERSE GUTTER, SEE DETAIL)
GRAPHIC SCALE 1 I
0 15 30 60 90
SCALE: 1 "=30'
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C-301
PEI JOB#: 11128.PE
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- GATESSHADOW80X
FENCE
DOUBLE GATE
s'•e•
SHADOWBOX
FENCE
D 94- d a B s
d q'
6"BOLLARD °
° 5'-0" HIGH (IYP.�
° d
d d
4.
SLOPE @ 114" '
-a PERR'T
a•
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d � d
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d. d
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6" BOLLARD 8'-0"
HIGH FILL W1 CONC.
(TYPICAL)
SHADOWBOX FENCE- -
6' BOLLARD-
8'-0" HIGH
NOTES: `SLEEVE FOR
1) FOOTINGS SHALL EXTEND 18' MINIMUM BELOW GATE STOP
ADJACENT EXISTING. GRADE BELOW FROST DEPTHS
PER LOCAL CODES. SEE SOILS REPORT FOR ANY SECTION 'A'
ADDITIONAL DESIGN CRITERIA.
2) ENCLOSURE SHALL BE SHADOWBOX FENCE
#5 BAR
#5 BAR CONTINUOUS CONTINUOUS (1YP)
m'P) 6X6-2.9X2.9 W WM
AT MID SLAB
6X6-2.9X2.9 W WM
AT MIDSLAB
6" THK. CONCRETE
3,000 PSI MIN. OR
.X AS SPECIFIED IN
oy'
iv THE GEOTECH
REPORT
6" THK. MIN. CRUSHED
STONE BASE ORAS
6" THK. MIN. CRUSHED
SPECIFIED IN THE
STONE BASE OR AS
GEOTECH REPORT
6" IT b
SPECIFIED IN THE
GEOTECH REPORT
COMPACTED
SECTION 'D'
SUBGRADE
SECTION 'B'
5
PLAN
W
ASPHALT m
--` 3 000 PSI CONCRETE Y"
NOTE 11 - CONTRACTOR SHALL PROVIDE PHOTOGRAPHIC OR
SIMILAR ACCEPTABLE EVIDENCE TO THE OWNER'S CONSTRUCTION
MANAGER UPON COMPLETION OF STEEL PLACEMENT.
6' CONCRETE >
a -
n
Md.
121.4COMPACTED SUBGRADE TO
All M STANDARD PROCTOR
SECTION 'C'
(SEE SECTION'S' FOR SIMILAR NOTES)
DUMPSTER PAD DETAIL
NOT TO SCALE
RA 1/8"
RAD.
V118.
d41/2"JOINT ADIUS, TYP.
SEALER DUMMY GROOVE
EXPANSION JOINT CONTRACTION JOINT
6' 3000 PSI
1/4" PER FT. CONCRETE
SECTION VIEW
6" ASPHALT
. a ° a PAVEMENT
ILL 4
6"
".
9"
.no a
1/2" EXPANSION JOINT- MAX. 50' O.C.
& BETWEEN STRUCTURES
GROOVED CONTRACTION -�
JOINT
PLAN VIEW
SIDEWALK DETAIL
NOT TO SCALE
12"
RESERVED
PARKING
12-DIA.(41
18'DL4.(6')
BOLLARD FOOTING
1
O °
MAXIMUM
PENALTY
7, $ 250 MAXIMUM
PENALTY 9" R7-8D
$ 250 12•xs•
AVEMENT/GRASS
Tr
FIN. GR
GR.
6" DIAMETER CONC
FILLED BOLLARD -
PAINTED
CONC. FOOTING
3,000 PSI @ 28 DAY
NOTES:
1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI.
4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
5. TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
SUB -RESISTANT PRESSURE SENSITIVE NON -YELLOWING ADHESIVE, "SKOTCHCAL"
TRANSPARENT FILE #639 OR APPROVED EQUAL.
6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
BY 3M COMPANY OR APPROVED EQUAL.
7. SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5"HEIGHT WITH 3.76'
SPACING BETWEEN LINES.
8. CORNER RADIUS OF SIGNS SHALL BE 2.5"
ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.
9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.
HANDICAP SIGN DETAIL
NOT TO SCALE
60" VARIES V-0"
FLUSH W/
ASPHALT
d
SLOPE ` SLOPE . a' °
=�
a a 4-
a '
q ' q d
° d
5' -{
SIDEWALK 1
12:1 MAX.
PAVEMENT CURB
SECTION A -A
A
WHEELCHAIR RAMP (DROP CURB)
NOT TO SCALE
6
1/2" 6" 18`
3• R 1/8" R
7d. N °
6lz
o .
f
h Y
.a.zY.:w"i• ��.�?: m; * �' r• 6 AGGREGATE BASE
�COURSE UNDER CURB.
6• ---~ 24• -
24" CURB AND GUTTER
NOT TO SCALE
1/2' 18.1
o/.
.7n
0 ° . 0 d
"i..°='.:.:,i:<;f .,h?7` >1•�" yyx�y�✓,??>,;Q.��r:�„µ;.�,. 6 AGGREGATE BASE
COURSE UNDER CURB.
(REVERSE SLOPE) 24" CURB AND GUTTER
NOT TO SCALE NOT TO SCALE
GENERAL NOTES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15
FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY
SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES
AT 10 FOOT INTERVALS. JOINT SPACING MAYBE ALTERED BY THE ENGINEER TO
PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY
THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH
JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE
OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE
FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 99 INTERVALS
AND ADJACENT TO ALL RIGID OBJECTS.
FORMED HOLE FOR #4
REINFORCING BAR 2' MIN.
LENGTH (TYP. EA. PARKING
CHOCK) DRIVE REBAR FLUSH
WITH TOP OF CHOCK.
ID PRECAST
E PARKING CHOCK
AILS
' SF9.5A SURFACE
OURSE
" NCDOT CRUSHED STONE AGGREGATE
ASE COURSE 100% ASTM D698
COMPACTED SUBGRADE'
100% ASTM D698 TO
12" DEPTH
PAVEMENT SECTION
NOT TO SCALE
ASPHALT r 4,000 PSI CONCRETE
1 r 6"
ME,
��31
d
_ 11
�f
:�{�1��11
COMPACTED SUBGRADE TO
95% STANDARD PROCTOR
ASPHALT TO CONCRETE PAVEMENT TRANSITION
NOT TO SCALE
OUTLET STRUCTURE
(SEE DETAIL)
_ _100 YR. EL. = 219.76
_ 50 YR. EL. = 219.53 -
--_25YR.EL.=219.36- -
_ 10 YR. EL. = 219.16 -
_ _ 1 YR. EL.._216.74 -
- 1.0" RUNOFF STORAGE EL. = 217.91 _
3 0 25% MAX. SEDIMENT STORAGE EL. = 215.50 3
I - - . - . - . - - - - . - . - . - . - . - . - . - . - - - -
FLOW MAIN BASIN FLOW -'�
BorroM EL. = 214.00 NOTE:
BASIN SECTION CONTRACTOR SHALL INSTALL PVC MARKER WITHIN BASIN
NOT TO SCALE TO INDICATE MAXIMUM SEDIMENT STORAGE ELEVATION
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A l 1/4" x 1 1/4" x 114"
TOP OF RISER = 219.00 GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE -
OUTLET PIPE 20'
J (8LF) 24" RCP CLASS III
INV. UP = 216.04
4� INV. DOWN=216.00 PROPOSED MANHOLE
/ SLOPE = 0.50% W/ FRAME AND COVER EL. 220.00 (TOP OF RIP -RAP)
RIM = 220.25
r---------� INV. = 216.00
------ I
5'x5' REINFORCED i i (SEE DETAIL)
1.0" STORAGELEVATION =217.91 i i I I FILTER FABRIC
CONCRETE BOX I i 6" THICK CLASS'B' RIP -RAP
I i
I I I
EX.24"RCP EMERGENCY SPILLWAY DETAIL
"--------- NOT TO SCALE
i
Q� 6" EXTENDED
BASE
NOTE:
1. ALL STORMWATER (INCLUDING ROOF DRAINAGE) MUST BE
CONVEYED TO THE STORMWATER BMP.
OUTLET STRUCTURE SECTION
NOT TO SCALE
DAM EL. _
EL. 221.00
W M
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C-5*0
PEI JOB#: 10179.PE
Y
Y
Y
Y
Y
Y
Y
Y
71 r T( �' T C• , -I
r..l

W
rLtilnl virvv
59 MIN.-_ -
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
VARIES AS DIRECTED BY ENGINEER (6' MAX.)
TOP STRAND MIN. #10 GUAGE
7�STAY WIRES MIN. #12-1/2 GUAGE
BOTTOM STRAND MIN. #10 GUAGE
STEEL POST
FILTER FABRIC
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
FILL SLOPE
LINE WIRES W/12" STAY SPACING mGROUND LINE
2. FILTER FABRIC SHALL BE A MINIMUM OF
T�
36" IN WIDTH AND SHALL BE FASTENED
6" N
ADEQUATELY TO THE WIRE AS DIRECTED
/
MIN.\\\
BY THE ENGINEER
3. STEEL POST SHALL BE 6 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE p
STEEL TYPE c
//��/��� `CHOR FILTE
FABRIC SKIRT R
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
O
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IN -4
o-•I�Z
�Z T2cn
=-n>>m
cJoo A
z=or-n
c��1A
A a
<L
TiI'1-'-1 -
z
A
SOLID COVER SHOWN PERFORATED. PERFORATED AVAIL -ABLE
z
IF SPECIFIED.
}
STATE
EUSE OF STEM ON COVR
STORY
(I.E.: SEWER, DRAIN vEELECTRICAL)
z H m v
hl O
TOP OF COVER
.
ULO
O O Z Z
UJ! LL
B B
¢C)¢ON
t~FT-�W
p
cc
Z
>
L---
- -
-
a-"
wp
O
BOTTOM OF COVER
1'2°
1" R.
PLAN OF COVER
m c0:
_ 0 PLAN OF FRAME �o LLI
>
CA 1'-111•¢" _z �
m2'_1,14co
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p EL ALTERNATE CD Z
s SECTION B-B w 9
ate' 2' oLg„ - �' -
NINIMUM WEIGHTS - LBS.
-- 2'-914" -.� \\ FRAME - 180
COVER - 120
SECTION A -A TOTAL - 300
\ / SPECIFICATION
SHEET 1 OF 1 \ _ _ �.� CLASS 30 IRON MEETING
840.54 - TYPE #2 ASTM A-.48 SHEET 1 OF 1
840.54
v
vm
1
N
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FrnHZ-4 >
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SHEET 1 OF 1
840.31
UPSTREAM
DOWNSTREAM
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
1
18
8
4.5
9.5
2
18
9
4.5
10.5
3
24
12
1 6
1 14
RIP -RAP APRON
NOT TO SCALE
MANHOLE
LFT*­
c
D
m
wP f 44 I,
0
� I 1
///---.� 3„ ~
64 -►(,
FOR MANHOLE COVER & FRAME #4 BARS "A"
PLAN / OPTIONAL SPACED 8
!/ C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'.
- -I OUTLET PIPE -
o E OR F"
_ A I
SECTION
SECTION X-X C-C OR D-D
SECTION Y-Y
z
oc
M }
a¢
¢
GENERAL NOTES:
-11v
`0
CHAMFER ALL EXPOSED CORNERS 1".
LL J a r4 Z
USE CLASS "S" CONCRETE THROUGHOUT.
O 0fA =
OPTIONAL CONSTRUCTION -MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
W ¢ 2ELL =
Q (.7 ¢ O C.7
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
�1=-•~ Z
O w
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
LL
CC o N -1ADD
TO BASE AS SHOWN ON STANDARD NO. 840.00.
p cow
PROVIDE ALL J19' JUNCTION BOXES OVER -8" IN DEPTH WITH STEPS
z
d>
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
w
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
a
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SUB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
#4 BAR
CC
O -
ULLLu
f
z m
Z O W
i
CL
0
6.
¢ Z
cc a
DOWEL
o lll~-
01IENBIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BASS "A"
TOP SLA13
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL OIWHTITIES
89X AND SLABS
DEDUCTIONS FOR ONE
PIPE CII.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
N0.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
Wi
n. OF SR.
i LBS.
REINF
CU. YDS.
MIN. N"
C.S.
R.G.
12"
2'-0'
2'-0'
2'_3"
12
2'-9"
3'-0"
8'-0"
0.167
0.167
0.185
22
0.760
0.015
0.024
15"
2'-S"
2'-3"
2'-6"
12
3'. 0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'•8"
2'-6"
2'-9".
t4
3'-3"
W-6"
3'-8"
0.227
0.227
0. 222
30
1.065
0.033
0.049
24"
3'-0"
8'•0"
W-9"
18
9'-8"
4'•0"
4'-0"
0.296
0.286
0.259
40
1.434
0.059
0.085
30"
S' 6"
3'-6.
3'-9"
18
4'-S"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
38"
4'-O"
4'-0"
4'-3"
20
4'-0"
5'-O"
5'-0"
0.463
0.463
0.333
64
2.341
0. 132
0-.178
42"
4'-8"
4'-8"
4'-8"
22 -
5'-9"
5'-8"
5'-8"
0.560
0.560
0.970
77
2.8-18
0.180
0.243
48"
5'-4#
W-4"
W-3"
26
6' S"
8'-4"
6'-4"
0.743
0.743
0.407
111
1 3.623"
0.235
0.317
54"
5'-10"
5'-10"
5'-8"
ZE
67-7"
W-110"
6'•10"
0.865
0.865
0.444
1 126
4.283
0.297
0.401
8'-6"8'-8
9-9"
a
-9"
-6.GO"
i.o42
1.042
0.481
145
5.990
0.367
0.495
66"
7'-i"
7'-1"
8'-9"
32
T-10"
8'•7"
8'-1"
1.210 1
1.210
0.5181
169 1
5.017
0.444
0.589
NCDOT #5 OR #57
WASHED STONE
A
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840.31
m GENERAL NOTES: z
THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDA S' O O
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'
STANDARD SPECIFICATIONS. -
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#4 REBARS @
a
* LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
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C-501
PEI JOB#: 10179.PE
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