SW4131204_APPROVED PLANS_20141014

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW/,C���G�D't
DOC TYPE
❑ CURRENT PERMIT
Fn APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�d1llD/`i
YYYYMMDD

PROJECT SUMMARY
PROPERTY
PROJECT NAME: WELCOME - FDS
OWNER/DEVELOPER: RED PARTNERS
PLANS PREPARED BY: BURTON ENGINEERING ASSOCIATES PHONE #: [phone]
ZONING: HC PETITION NO.: N/A TAX PARCEL: 11308DOOA007B & 11308DOOA0016
JURISDICTION: DAVIDSON COUNTY WATERSHED DISTRICT: N/A
FEMA PANEL No.: 3710672800J FEMA PANEL DATE: 03/16/09 FLOOD ZONE: OUT
NEAREST FLOOD ELEVATION: 807.00' PROPOSED FFE: 870.00'
LOT SIZE: 1.33 ACRES
SETBACK REQUIREMENTS
FRONT SETBACK (OLD US HWY 52): 50 FT. FROM RNV
SIDE SETBACK (WELCOME-ARCADIA): 15 FT. SIDE SETBACK (NORTH): 0 FT.
REAR SETBACK: 35 FT.
REQUIRED BUFFERS: (8' STREET YARD BUFFERS REQUIRED ON ALL STREET FRONTAGE)
FRONT: N ES 8 FT. REAR: N ES 8 FT.
SIDE(WELCOME ARCADIA): N ES 8 FT. SIDE (NORTH): NO S FT.
REQUIRED SCREENING:
FRONT (STREET YARD): (DYES REAR: CYIES
SIDE (WEST). NO / ES SIDE (EAST - STREET YARD): (EYES
ES
PARKING ONLY. NO / ES
PAVEMENT COVERAGE: SEE LANDSCAPE PLAN
INTERIOR LANDSCAPING: SEE LANDSCAPE PLAN
ALL SIGNAGE WILL BE APPROVED AND PERMITTED SEPARATELY.
BUILDING
PROPOSED USE: RETAIL
BUILDING HEIGHT: 26.0' FEET, STORIES: 1
BUILDING COVERAGE: 8,320 SQ. FT. GROSS FLOOR AREA: 8,320 Q.FT.
SHEET
C1
C2
C4
C5.1
C5.2
C6.1
C6.2
C7
C8.1
C8.2
C8.3
C8.4
DRAWING ISSUANCE RECORD
DRAWING TITLE ORIG. DATE LATEST REV/DATE
COVER SHEET Dec. 11, 2013 1-12/17/13
EXISTING CONDITIONS PLAN (by Othei
DEMOLITION PLAN
SITE & UTILITY PLAN
GRADING & DRAINAGE PLAN
STORMWATER MANAGEMENT PLAN
EROSION CONTROL PLAN -PHASE I
EROSION CONTROL PLAN -PHASE II
LANDSCAPE PLAN
GENERAL DETAILS
GENERAL DETAILS
EROSION CONTROL DETAILS
FAMILY DOLLAR CRITERIA
Dec. 11, 2013
Dec. 11, 2013
Dec. 11, 2013
Dec. 11, 2013
Dec. 11, 2013
Dec. 11, 2013
Dec. 11, 2013
Dec. 11, 2013
Dec. 11, 2013
Dec.11, 2013
Dec. 11, 2013
1-12117/13
SEAL
VFINRYMM
SITE DEVELOPMENT PACKAGE FOR
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6265 WINSTON ROAD
DAVIDSON COUNTY, NC
ISSUED FOR I FDS# 708219
WENNONAH REALTY CO
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e I FDS# 70088219
FFE: 870.00
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WELCOME-ARCADIA ROAD
MORAMAN CHURCH SEVELLY FRANKLIN SMITH JR SEVELLY FRANKLIN SMITH JR
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PROJECT CONTACT INFORMATION
OWNER/DEVELOPER:
ENGINEER:
RED Partners
Burton Engineering Associates
Contact: Ross Hobson
Carlton Burton; Luke Bugenske
711 Central Ave.
5950 Fairview Road, Suite 100
Charlotte, NC 28204
Charlotte, NC 28210
Phone: [phone] a Fax: [phone]
Phone: [phone] a Fax: [phone]
ARCHITECT:
SOILS ENGINEERS:
ESD Architecture & Interior Design
SBME, Inc.
Victor Worontsoff
Brian McKean, PE
1300 South Mint St., Suite 300
9751 Southern Pine Blvd.
Charlotte, NC 28203
Charlotte, NC 28273
Phone: [phone]
Phone: [phone] • Fax: [phone]
TOPOGRAPHIC SURVEY PROVIDED BY:
TOPOGRAPHIC SURVEY PROVIDED BY:
URS Corporation
URS Corporation
Henry Dingle
Henry Dingle
101 Research Ct.
101 Research Ct.
Columbia, SC 29203
Columbia, SC 29203
Phone: [phone] • Fax: [phone] Phone: [phone] • Fax: [phone]
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ANDERSONS OF
WELCOME LLC
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rFRANCES & KLYNT
RIPPLE FAMILY
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FRANCES a KLYNT
RIPPLE FAMILY
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SCALE: 1-= 500'
RECEIVED i
N.C. Dept of ENR
OCT ? 4 2014
Winston-Salem
Regional Office
Approved Sturm. 4tor F,,mo Documents
Construction in accordance with'nose documents is
required by the stormwater permit. North Carolina
rules requlie that Iha stormwater syMaam designer
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PERMITS BELOW FOR SITE ONLY
AGENCYIPERMIT SUBMITTED APPROVED PERMIT No,
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WELCOME LDRAWING RECORD
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ISSUED FOR DATE I ISSUED FOR DATE
SCALE: 1" = 40'
REGULATORY -UTILITY -MUNICIPALITY CONTACTS
STORM WATER:
NCDOT:
NCDENR
NCDOT43ivision 9, District 1
Winston-Salem Regional Office
Chris Coniher, PE, District Engineer
585 Waughtown Street
4770 S. Main Street
Winston-Salem, NC 27107-2241
Salisbury, NC 28147
Phone: [phone]
Phone: [phone]
UTILITIES (WATER):
BUILDING INSPECTIONS:
Davidson water Inc.
Davidson County Centralized Permitting
7040 Old US Hwy 52
912 Greensboro Street
Lexington, NC 27295
Lexington, NC 27292
Phone: [phone]
Phone: [phone]
UTILITIES (SEWER):
PLANNING & ZONING:
Davidson County Health Department
Davidson County Planning Department
Randy Swicegood
913 Greensboro Street
915 Greensboro Street
Lexington, NC 27292
Lexington, NC 27292
Phone: [phone]
Phone: [phone]
EROSION CONTROL:
NCDENR
Winston-Salem Region! Office
585 Waughtown Street
Winston-Salem, NC 271062241
Phone: [phone]
POWER:
Dub Power
Phone: [phone]
SCHEDULE OF DRAWINGS
C1 - COVER SHEET
C2 - EXISTING CONDITIONS PLAN (URS CORPORATION)
C3 - DEMOLITION PLAN
C4 - SITE AND UTILITY PLAN
C5.1 - GRADING AND DRAINAGE PLAN
C5.2 - STORMWATER MANAGEMENT PLAN
C6.1 - EROSION CONTROL PLAN - PHASE I
C6.2 - EROSION CONTROL PLAN - PHASE li
C7 - LANDSCAPE SITE PLAN
C8.1 - GENERAL DETAILS
C8.2 - GENERAL DETAILS
C8.3 - EROSION CONTROL DETAILS
C8.4 - FAMILY DOLLAR CRITERIA
5
Engineer
LJB
Drawn By
12/11/13
Date
Revisions
1 - 12117/13 PER DAVOSON COUNTY COMMEWS
570-003
C1
Sheet 1 of 13
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B. NO.
2191-52
EFERENCE
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46422885
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FILE NO.

UTILITY NOTES
• CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES & GOVERNMENT AGENCIES •
WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAN 16' CLEARANCE, OR WHEN THE SEWER IS
PRIOR TO COMMENCEMENT OF WORK
ABOVE THE WATER MAIN, BOTH WATER MAIN & SEWER LINE SHALL BE CONSTRUCTED OF FERROUS
• DIMENSIONS TO, OR COORDINATES OF MANHOLES, VALVES, PIPELINES, ETC., ARE TO CENTERLINE UNLESS
MATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERAL DISTANCE,
OTHERWISE NOTED.
MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10 ON EACH SIDE OF THE CROSSING WITH FULL
• THE OWNER SHALL OBTAIN & PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK, ALL PERMITS & LICENSES
SECTIONS CENTERED AT THE POINT OF CROSSING.
NECESSARY TO ACCOMPLISH WORK PERMITS CAN INCLUDE, BUT ARE NOT LIMITED TO DAVIDSON COUNT •
UPON COMPLETION OF CONSTRUCTION & BEFORE ACTIVATION OF SEWER LINES & WATER MAINS, THE
ENCROACHMENT PERMIT, GRADING PERMIT, WOR UTILITY COMPANY'S PERMIT FOR THE WORK TO BE
CONTRACTOR SHALL PROVIDE ASI3UILT SURVEY INFORMATION (PERFORMED BY LICENSED N.C.
PERFORMED ON THEIR RESPECTIVE FACILITIES.
SURVEYOR) TO THE ENGINEER.
• ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE THE JOB •
THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT.
SITE & LOCATION OF ALL EXISTING FACILITIES & UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON
CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY LINE
THESE PLANS. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE TO
BETWEEN ANY WATER METER & ITS DAVIDSON COUNTY -REQUIRED BACKFLOW PREVENTER.
EXISTING FACILITIES OR UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS, & •
CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY
IF DAMAGED, THEY SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST
POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS
TO THE OWNER.
PROJECT MUST BE RELOCATED, & SHALL BE INCLUDED IN THE CONTRACTORS BID.
• THE CONTRACTOR SHALL RESET ALL MANHOLE COVERS, CATCH BASIN GRATES & ANY OTHER UTILITY •
ALL CONSTRUCTION SHALL MEET DAVIDSON WATER, INC., DAVIDSON HEALTHDEPARTMENT, NCDENR AND
ACCESS COVERS TO FINISHED PAVEMENT SURFACE OR SIDEWALK GRADE.
NCDOT STANDARDS
• THE CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES & THEIR APPURTENANCES TO REMAIN ON •
CONTRACTOR RESPONSIBLE FOR TERMINATING EXISTING AND UNUSED WATER AND SEWER SERVICES
SITE FROM DAMAGE DURING CONSTRUCTION OPERATIONS.
TERMINATION TO BE TO NCDENR AND DAVIDSON COUNTY STANDARDS.
• SEWER CLEAN -OUTS TO BE PROVIDED AT ALL BENDS ON 6' 0 OR LESS LINES. CLEAN OUTS SHALL BE •
ALL ON -SITE PRIVATE WATER AND SEWER LINES TO BE MAINTAINED BY OWNER
PROVIDED EVERY W ON 4"0 UNES & W ON WO LINES. SEWER LATERALS TO BE PLACED AT A MIN. SLOPE •
ALL STANDARD NCDENR(DAVIDSON COUNTY UTILITY SEPARATIONS MUST BE PROVIDED FOR WATER AND
OF 1/4" PER FOOT ON C0 LINES & 1/6' PER FOOT ON 6'0 LINES.
SEWER MAINS
II
TO BE USED BY NEW FAMILY DOLLAR STORE.
ACCORDING TO DAVIDSON COUNTY HEALTH
II
DEPARTMENT FILE NO.2013-292, REQUIRED
LENGTH OF CONVENTIONAL SEPTIC LINE IS
220 LF. THE EXISTING SYSTEM HAS 250 LF OF
CONVENTIONAL SEPTIC LINE. 280 LF OF
REPAIR AREA IS PROVIDED.
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PROPOSED BUILDING
8,320-SF
FDS# 708219
FFE: 870.00
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WELCOME-ARCADIA ROAD
(WINSTON ROAD - PUBLIC RM� (S-1481I
�♦ BITUMINOUS PAVEMENT �Ce
THIS SHEET -- - --
ANDERSONS OF
BEVELLY FRANKLIN SMITH JR BEVELLY FRANKLIN SMITH JR I BEVELLY FRANKLIN I WELCOME LLC
MORAVIAN CHURCH TMS 9 5728-02-Wl 543 SMITH JR TMS#5728-0240-2479
TMS # 5728-025&0558 TMS # 5728-02-88-0558 ZONED: HC TMS # 5728-0240-2503 I ZONED: HC
ZONED: 05 ZONED: HC I USE: CAR RESIDENCE I ZONED: HC USE: CAR REPAIR
USE: CHURCH I USE: CAR RESIDENCE USE: CAR RESIDENCE
{
2AVEMENT HATCH LEGEND
NORMAL DUTY ASPHALT SECTION
HEAVY DUTY ASPHALT SECTION
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NCDOT RIW ASPHALT SECTION
NCDOT RIGHT-OF-WAY
IN NCDOT R/W
1"SF9.SA OVER
2" 119.OB OVER
8" ABC OVER
24%100% COMPACTED
SUB -GRADE
HEAVY DUTY
SUBBASE
' - CONFIRM WITH GEOTECHNCAL ENGINEER FOR PAVEMENT
SUBGRADE. NOTIFY ENGINEER IN CASE OF CONFLICT.
NORMAL DUTY
• - CONFIRM WITH GEOTECHNCAL ENGINEER FOR PAVEMENT SECTIONS AND
SUBGRADE. NOM ENGINEER NI CASE OF CONFLICT. -- PLACED IN TWO LIFTS
GENERAL NOTES u) - O °C
WZH aZSW W
PAVING SPECIFICATIONS: (PER GEOTECHNICAL ENGINEER) = O Q LU W rn I- CO =)
NORMAL DUTY HEAVY DUTY cc U Co a 0 0 a
• W ASPHALTIC SURFACE COARSE • 3" ASPHALTIC SURFACE COARSE CO) O O 0 - } ~ a:LU
(TYPE C OR D) OVER (TYPE C OR D) OVER m U) I.- Z Fn
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• 6" AGGREGATE BASE COURSE OVER • 8" AGGREGATE BASE COURSE OVER Z LL Q 1- 0 Q Z 2;0
• 18"-100% COMPACTED SUBGRADE • 24"-100% COMPACTED SUBGRADE - O O Z O C7¢a
Q ZTnWZ a I.-
1. ALL CONCRETE SIDEWALKS SHALL BE FULL 4" THICK 4000 PSI CONCRETE W/1" DEEP GROOVE W W - W C,)
CONTROL JOINTS AT INTERVALS INDICATED ON SITE PLAN. PROVIDE EXPANSION JOINTS W
ADJACENT TO ALL RIGID STRUCTURES. EXPANSION JOINT SPACING SHALL NOT EXCEED 30'. U) D_ W Z O = Z
OZQOW WOCC
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. cc Z cc O m a F
3. SEE ARCHITECTURAL PLAN FOR EXACT LOCATION & SIZE OF WATER, SEWER CONNECTIONS & W � = O Q
q _ I ROOF DOWNSPOUTS.
4. SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS, FEATURES, STAIRS & HANDRAILS, ETC.
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5. DRIVEWAYS SHALL BE CONSTRUCTED TO STATE & LOCAL CODES. W Z 0 r
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.Q I 6. ACCESSIBLE PARKING: C Q Z a. AN ACCESSIBLE PARKING SPACE SHALL HAVE NO GREATER SLOPE THAN 1/4" PER 4 Q W
FOOT ACROSS THE SPACE.
EL-
b. HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS WITH A DROP OF 2" U _ EL
IOR MORE. Q
c. MAX. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALK) SHALL BE 5.0% (1:20). W r U
Id. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED PARKING m C
SPACE SIGNS AS PRESCRIBED BY THE N.C.D.O.T. MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES & APPROVED FOR USE UNDER N.C. GENERAL STATUTE R7S,
0`710 I R7SD "PENALTY' SIGN & HERE APPLICABLE, "VAN ACCESSIBLE" SIGN. W Q
a.
7. THE CONTRACTOR SHALL VISIT THE SITE & FAMILIARIZE HIMSELF WITH THE EXISTING -I W
I CONDITIONS BEFORE SUBMITTING HIS BID. W
�,- S. ALL DISTANCES & DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF
15 I ERSONS OF W
ANDCONSTRUCTION, IN CASE OF CONFLICT, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO 0
WELCOME LLC THAT CLARIFICATIONS MAY BE MADE PRIOR TO THE START OF WORK.
TMS # 8728-02SB5536 9. THE PROPOSED GRADES AS SHOWN IN THESE PLANS ARE THE FINISHED GRADES UNLESS
ZONED: HC OTHERWISE NOTED. �R
OMMERCIAL V
pe USE. C rr^^ O
I� I 10. THE CONTRACTOR SHALL SUPPLY & ESTABLISH SURVEY CONTROL, INCLUDING THE Z U) N
HORIZONTAL & VERTICAL CONTROL POINTS. THE CONTRACTOR SHALL MAINTAIN THIS W N
CONTROL & PROVIDE ALL BENCHMARKS, STAKES, GRADES, LEVELS, & LINES NECESSARY FOR LL U O
I CONSTRUCTION. CONTRACTOR(S) SHALL PROVIDE ADEQUATE SUPERVISION TO PREVENT r Z 00
W
- CONSTRUCTION GE & MOVEMENT O STAKES SN HALL REMAIN M EQUIPMENT PPLLARCE & BE PROTECTED UNTIL KING AROUND IOWNER APPROVES Z w Cr W ¢ - V)
THEIR REMOVAL. ANY STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION O C)W W
PRANCES & KLYNT tn
ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR ENGAGES BY THE Z Z z (aa^a
CONTRACTOR AT NO COST TO THE OWNER. O (•} U O t2
IRIPPLE FAMILY �(lj(q W a g y TMS # 6728-024W4590 11. ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL
N ZONED: LI BE RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER. Z (n J z LL in
] I I USE: INDUSTRIAL m U•I Q '- g
} j 12. ALL EXISTING PAVEMENT &CONCRETE TO BE JOINED SHALL BE SAW-CUT.0 Tn m J
= 3 13. BURNING ON, OR NEAR THE JOB SITE WALL NOT BE PERMITTED. OD ly
C7 U 14. ALL FILL SHALL BE COMPACTED TO 95% PER ASTM D 698. SEE GEOTECHNICAL REPORT FOR 3 N
IADDITIONAL FILL REQUIREMENTS. Z
14 B co) 1 15. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL '
ICONSTRUCTION RELATED MATERIAL & DEBRIS. LL
16. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF
O I CONSTRUCTION.
17. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. Seal
I WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE 4
PRANCES &KLYNT OBTAINED FROM THE AFFECTED PROPERTY OWINER(S). .... ,ROB
I RIPPLE FAMILY
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18. COORDINATE ALL CURB & STREET GRADES IN INTERSECTION MATH DAVIDSON COUNTY O 0,1, �L
TMS # 6728-02884432 y :
ZONED: LI COUNT 8 NCDOT INSPECTOR. : Q SEAL i
I USE: LIGHT MANUFACTURING = 12557
-20• 19. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.5% ON CURB. w
I 20. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. SEE SHEETS �9� �'•;�Ki I IJf:-O •� J
C8.1 & C6.2 FOR EROSION CONTROL PLANS. .......•
I � ��
21. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES &OTHER ABOVE & 1#441311011
BELOW -GRADE IMPROVEMENTS ARE APPROXIMATELY AS SHOWN. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE & INVERT ELEVATIONS OF SUCH
3 L I I' I PRIOR TO START OF CONSTRUCTION.
22. ALL ROAD IMPROVEMENTS AT OLD US HWY 52 & WELCOME-ARCADIA ROAD TO BE
13 j I COORDINATED WITH 14CDOT PRIOR TO CONSTRUCTION.
Ali 23. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS) MUST BE SUBMITTED TO THE DAVIDSON
COUNT ENGINEER PRIOR TO CONSTRUCTION.
/ 24. NONSTANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RAW REQUIRE A RIW
- j ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
OEXISTING WATERLINE. (SIZE UNKNOWN)
©NEW PRIVATE 1" DOMESTIC WATERLINE (SDR 21 PVC). (NOTE: NO PVC ALLOWED WITHIN 5 FT.
OF EITHER END OF BACKFLOW PREVENTER. PROVIDE BLOCKING AT BENDS.
©NEW PRIVATE 4" PVC SEWER LATERAL @ 1.04% MINIMUM SLOPE. PROVIDE CLEANOUTS Q 50'
a/c AND AT ALL BENDS AND VERTICAL DIRECTION CHANGES.
ONEW PRIVATE 1" IRRIGATION WATERLINE (SDR 21 PVC) WITH 1" METER AND V REDUCED
PRESSURE BACKFLOW PREVENTION ASSEMBLY INSTALLED ABOVE -GROUND WITHIN
ENCLOSURE PER DAVIDSON COUNTY REQUIREMENTS. (TAP PERFORMED BY CITY)
ONEW 1" (DOM. WATER) REDUCED PRESSURE aACKFLOW PREVENTION ASSEMBLY INSTALLED
ABOVE -GROUND WITHN ENCLOSURE PER DAVIDSON COUNTY REQUIREMENTS.
O NEW V IRRIGATION WATER METER IN BELOW -GRADE BOX
©NEW 1" IRRIGATION RPZ BACKFLOW PREVENTION ASSEMBLY INSTALLED ABOVE -GROUND. BFP
ASSEMBLY AND ENCLOSURE TO BE TO DAVIDSON COUNTY STANDARDS
ONEW 1"TEMPORARY PLUG FOR IRRIGATION LINE
OI NEW 1" WATER METER TO BE USED FOR FAMILY DOLLAR DOMESTIC SERVICE.
ONEW PRIVATE 3" PVC SEWER LATERAL @ 1.04% MINIMUM SLOPE. PROVIDE CLEANOUTS @ 50'
o/c AND AT ALL BENDS AND VERTICAL DIRECTION CHANGES. COORDINATE WITH SHEET
PLUMBING PLANS, SHEET E2 OF ARCHITECTURAL PLAN SET
ONEW SHOAF PRECAST 1,000 GALLON SEPTIC TANK SEE DETAIL ON SHEET C8.2
©NEW SHOAF PRECAST 1,000-GALLON PUMP TANK W/ ZOELLER BN 53 PUMP. SEE DETAIL ON
SHEET C8.2
© NEW 1.5"SCHEDULE 40 FORCE MAIN.
ONEW DISTRIBUTION BOX (TYP)
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL METERS AND BACKFLOW PREVENTION
DEVICES TO DAVIDSON WATER, INC. FOR APPROVAL PRIOR TO INSTALLATION
IBEFORE INSTALLATION.
25. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT IS SPECIFICALLY V
I UNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBUGATION FOR
SUPERVISION OF CONSTRUCTION, SAFETY MEASURES TAKEN DURING THE COURSE OF
ICONSTRUCTION. RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING COMPLETE Q Z Z COMPLIANCE NTH THE CONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES & r�
REGULATIONS OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE
I WHOLE OR ANY PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, o } Q
ASSUMES, NOR GUARANTEES THE WORK ANDOR PERFORMANCE OF THE CONTRACTOR. Q Z
ICI 26. ALL CONSTRUCTION SHALL MEET DAVIDSON COUNTY, STATE OF NORTH CAROLINA & ALL UJ Z
I OTHER APPLICABLE STANDARD. Q O Q
I27. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 811. ITS THE LAW. CD Z W
28. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A DEMOLITION PERMIT FROM BUILDING O O H
PARKING REQUIREMENTS INSPECTIONS. C `J 3.0 /_ J
MINIMUM REQUIRED VEHICLE PARKING: (USE: 2.111 "MISCELLATcOUS9 29. EXTERIOR EXIT DISCHARGE ILLUMINATION / LIGHTING SHALL BE REQUIRED FROM ALL EXIT L V )
1 SPACE PER 200 S.F. = 8,320 S.F. = 42 SPACES D OR$ TO THE PUBLIC WAY IN COMPLIANCE MATH NORTH CAROLINA BUILDING CODE (NCBC) J (0
TOTAL REQUIRED SPACES w 42 SPACES 04
(0 Q D
I PROPOSED NEW VEHICLE PARKING (ON -SITE): UJ
TOTAL PROPOSED = 42 SPACES
I REGULAR SPACES = 40 SPACES LEGEND
COMPACT SPACES = 0 SPACES
ACCESSIBLE SPACES = 2 SPACES (INCLUDING 1 VAN)
EXISTING WATERLINE -WI -- _WL wL --
REQUIRED LOADING SPACE:
1 LOADING SPACE PROVIDED. SIZED PER DAVIDSON COUNTY RANDARDS EXISTING SEPTIC LINE ---- SEPSITE KEYS EXISTING SEWER MANHOLE
1D NEW PIPE BOLLARD. SEE DETAIL ON SHEET C8.1. COORDINATE WITH ARCHITECTURAL PLANS PROPOSED WATERLINE w w w-
CD
NEW CONCRETE SIDEWALK SEE GENERAL NOTES AND DETAIL ON SHEET C8.1 a F
J NEW ACCESSIBLE PARKING SIGNAGE. SEE DETAIL ON SHEET C8.1. PROPOSED WATER METER
NEW 2'-6" CONCRETE CURB AND GUTTER. SEE DETAIL ON SHEEET C8.1. PROPOSED BACKFLOW PREVENTER a CTB
I�TIE TOEXISTING CURB AND GUTTER PROPOSED SEWER LINE----ss----ss- Engineer
DL.,IB
NEW DUMPSTER PAD & ENCLOSURE. CONCRETE DUMPSTER PAD & APPROACH APRON SHALL K
J BE 7" THICK 4,000 P.S.I. CONCRETE OVER 4" CABC OVER COMPACTED SUBGRADE. DIMPSTERS PROPOSED SEWER CLEANOUT Q Drawn By 4
SHALL BE SCREENED ON 3 SIDES. SCREENING TO BE W OPAQUE WOODEN FENCE. PIOVIDE 12/11 /13
TWO PIPE GUARDS PER DUMPSTER, SEE DETAIL ON SHEET C8.2. PROPOSED REPAIR AREA REP REP 1al
NEW HEAVY DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET THIS SHEE'. Date (J
NEW NORMAL DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET THIS SHEET. Revisions j .
J NEW LOADING SPACE PER ZONING AND TENANT REQUIREMENTS DRAWING INFORMATION
J 6" DROP CURB. SEE DETAIL ON SHEET CO. 1. PLAN
II NEW DRIVEWAY. DRIVEWAY TO BE TO NCDOT STANDARDS. SEE DETAIL 848.02 ON SEET C8,2, TRUE NORTH ' a
FNEW CONCRETE WHEEL STOPS. ALL WHEEL STOPS TO BE DOWELED TO PAVEMENTMID NORTH
LOCATED 2' FROM FACE OF OBSTRUCTION, EDGE OF PAVEMENT AND FACE OF CURL PAINT
WHEEL STOPS SAFETY YELLOW. -
a
APPROXIMATE LOCATION OF NEW FAMILY DOLLAR PROTOTYPICAL PYLON SIGN "G".
-•-cR"o North Carolina One -Cal Center ER& m 2
CONCRETE PAD FOR COOLER CONDENSER. PAD SHALL BE 6-IN THICK 3,500 PSI. REIFORCE ma's 33 t C a
CONCRETE PAD(S) WITH MIN. #4 REBARS @ 12-IN. ON CENTER IN EACH DIRECTION L)CATED IN Call 811 Before You Dig �' a E
THE UPPER THIRD OF SLAB Ass�•�
CONCRETE PAD FOR HVAC UNIT (SPLIT UNIT). PAD SHALL BE 6-IN THICK 3,500 PSI. FEINFORCE '°aacrAA y
CONCRETE PAD(S) WITH MIN. #4 REBARS 0 12-IN. ON CENTER IN EACH DIRECTION LICATED IN Project Nurnbq ° _ THE UPPER THIRD OF SLAB GRAPHIC'' SCALE
NEW ACCESSIBLE RAMP/DEPRESSED CURB, IN ACCORDANCE WITH N.C. ACCESSIBIL Y CODE, 570-00d
ADA & DAVIDSON COUNTY REQUIREMENTS. SEE DETAIL ON SHEET C8.1. 20 10 20 40 ep
1F8 NEW STOP BAR. SEE DETAIL ON SHEET C8.2.
F3 PAINTED DIRECTIONAL ARROWS. SEE DETAIL ON SHEET C8.2. C� - ■r
1 inch - 20 rL Sheet 4 of 13
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INSTALL 6" PVC PIPE AND CONNECT RIMIGRATE:868.47
WELCOME-ARCADIA ROAD I I TO ROOF LEADERS AS SHOWN ON
(WINSTON ROAD - PUBLIC R/W) (S-1481) - _ - RIWGRA E 868.46 INV OUT:865.4212" RC
SHEET C8 1
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INV. IN:867.28 (EX. 8 CLAD
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CONTRACTOR TO SAVE SUFFICIENT TOPSOIL ON SITE TO BE
RE -SPREAD AFTER GRADING IS COMPLETE. HAUL OFF ANY
EXCESS TOP SOIL.
LEGEND
EXIST. CONTOUR'=
EXIST. SPOT ELEV. alss
PROP. CONTOUR 1'302"-/
PROP. SPOT ELEV. (AT CURB: TOC/BOC) 137.55
137.05
PROP. SPOT ELEV. (NO CURB) 137.55
PROP. SPOT ELEV. (TOP OF CURB)
PROP. JUNCTION BOX
PROP. CATCH BASIN
PROP. FES
ANDERSONS OF
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PROP. DROP INLET Im
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USE: COMMERCIAL
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RIM/GRATE:868.47
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STRUCTURE NAME: DETAILS: PIPES IN: PIPES OUT
CLEANOUT
CO-1 RIM: 869.50 FROM CO-2, 6" PVC INV IN: 865.94 @ 1.00% TO DI Ti PVC INV OUT: 865.94_M 1.00%
INV IN: 865.94
INV OUT: 865.94
CLEANOUT
CO-2 RIM: 896.50 TO CO-1, 6" PVC INV OUT: 867.0/ C 1.00%
INV OUT: 867.00
STORM DRAINAGE CHART
PROJECT: WELCOME - FDS
DATE: 12/11/13
LOCATION: 6265 WINSTON ROAD, DAVIDSON COUNTY, NC
REVISED:
STORM FREQUENCY (ON -SITE): 10 YR. - C=SEE CHART i = 6.96 in/hr (10 yr.) PER NOAA
JOB NO: 570-003
'* ALL PIPE SHALL BE CL III RCP UNLESS NOTED OTHERWISE.
COMPUTED BY: LJB
CHECKED BY: CT9
LINE
DRAINAGE AREA (ACRES)
Q(CFS)
PIPE DATA
INVERT ELEVATIONS
VELOC.
FPS (FULL)
INLET/RIM ELEVATION
FT.
REMARKS
FROM
TO
FFSITE
ONSITE
TOTAL
FUTURE
C VAL.
10 yr.
TOTAL
TOTAL
U0 VR.
PIPE PACITYN'
VALUE
PERCENT
SLOPE
LENGTH
IN FEET
SIZE IN
INCHESUPSTREAM
DOWNSTREAM
DI 7
DI 3
0.012
0.50
77
42
860.97
860.58
DI 7 = 869.20
CMP
DI 6
DI 5
0.012
0.50
90
12
865.43
864.98
DI 6 = 868.47
CL-111 RCP
DI 5
D14
0.012
0.50
57
12
864.88
864.59
DI 5 = 868.47
CL-111 RCP
DI 4
DI 3
0.012
0.50
133
42
861.25
860.58
DI 4 = 868.18
CMP
DI 3
SPUTTER
0.012
1 0.50
10
1 15
860.58
1 860.53
DI 3 = 868.41
CL-III RCP
SPUTTER
SFU
0.012
0.50
10
12
860.53
860.48
FS = 868.51
CL-111 RCP
SPLITTER
JB 2
0.012
0.50
10
15
860.53
860.48
FS = 868.51
CL-111 RCP
RIP -RAP CHART
SFU
JB 2
0.012
0.50
14
12
858.48
858.41
SFU = 868.61
CL-111 RCP
;TRUCTURE
NO.
Q-FLOW
(CFS)
DIA. OF
PIPE
(IN.)
OUTLET
VEL.
(FPS)
d50
(IN)
(L)
APRON
LEN.
(FT.)
APRON
WID.
(FT.)
APRON
THICK.
(IN)
STONE
CLASS
JB 2
FES 1
0.012
0.50
32
15
858.16
858.00
JB 2 = 868.61
CL-III RCP
DI 10
JB 9
0.012
1.50
66
12
865.90
864.91
DI 10 = 868.46
CL-111 RCP
FES 1
4.90
15
4.0
4
16
20
9
A
JB 9
FES 8
0.012
0.50
131
12
863.50
862.85
JB 9 = 870.71
CL-Ili RCP
FES 8
2.70
12
3.5
3
12
15
9
A
4" ALUMINUM SQUARE DOWNSPOUTS WITH 12" X 24" CONCRETE
SPLASH PADS (CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM
SPLASH PADS) - COORDINATE WITH ROOF DRAIN LOCATIONS SHOWN
IN ARCHITECTURAL PLANS
GENERAL GRADING NOTES
1. LAND DEVELOPMENT/EROSION CONTROL INSPECTOR TO BE GIVEN 24 HOURS NOTICE
PRIOR TO START OF CONSTRUCTION.
2. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN
AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE
STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
3. PE SEALED SHOP DRAWINGS FOR RETAINING WALL(S) MUST BE SUBMITTED TO CITY
ENGINEER PRIOR TO CONSTRUCTION.
4. APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, PERMISSION MUST
BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
5. NONSTANDARD ITEMS (Le.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY
REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE NCDOT BEFORE
INSTALLATION.
6. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE NORTH CAROLINA BUILDING
CODE (NCBC), BE AT THE SAME ELEVATION AS THE FINISHED FLOOR ELEVATION AND
HAVE A MAXIMUM 2% SLOPE IN ANY DIRECTION INCLUDING DIAGONAL.
7. THE SLOPES IN THE HANDICAP PARKING SPACES / ACCESS AISLE AREAS SHALL NOT
EXCEED 2% IN ANY DIRECTION INCLUDING IN THE DIAGONAL.
8. THERE SHALL BE LEVEL TURNING AREAS (MAX. 2% SLOPE IN ANY DIRECTION INCLUDING
IN THE DIAGONAL) ON ALL SIDEWALKS WHERE AN INTERSECTING SIDEWALK CONNECTS
WITH IT.
9. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES / SIDEWALKS WITHIN THE SITE,
EXCEPT WHERE LABELED AS A RAMP WITH RAILS, WHICH EXCEED A 5% SLOPE IN THE
DIRECTION OF TRAVEL AND A 2% CROSS -SLOPE.
Approved Starr Ir s.er r" ,-mlt u'*ayntent�
Construction In ecGurnance with these documents is
required by the etorrnwater permit. Nrnih Carolina
rules require that the 910"Wn1.�r 90tirn deslr9ner
Inspect during construction 'emit armor ntry With the
plons and specs; and cenify c0"T'i'P'e 4vdh the
stortnwater rules. (15A NCAC 2H 1008 0) )
Perrnit N � /� Date_#
6V�7 ` NC Division of f%
Sheet 4'__ __ Revision
DRAWING INFORMATION
North Carolina One -Call Center
Call 811 Before You Dig
GRAPHIC SCALE
( III FM )
3h = 20
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Date
Revisions
570-003
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Sheet 5 of 13

X
INFLO
BMP t Y
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BYPASS
MANHOLE FRAME &
COVER NCDOT STD
840.54
FRAME & COVER
MAY BE ADJUSTED
DRAINAGE IN ACCORDANCE
STRUCTURE WITH NCDOT STD
STEPS NCDOT �� 840.25
STD 840.60
EE INSET "A"
BMP k',WEIR i 9
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SECTION Y-Y
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INV OUT: 860.53
(BMP)
V : 860 53 INV OUT: 860.53
(BYPASS)
INFLO / n
BYPASS i
WEIR 1 WEIR
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GROUT STRUCTURE
BOTTOM TO MATCH
INVERTS BOTTOM OF STRUCTURE
SECTION X-X ELEV:860.53 SECTION Z-Z
1/4" z 31/4" STAINLESS
STEEL CONCRETE SCREW
BYPASS (ONE PER CORNER)
STRUCTURE WALL WEIR PLATE SEALED TO
STRUCTURE WALL WITH
HYDRAULIC CEMENT
3/18" PLATE
STEEL WEIR
PLATE
NOTES
1. ALL CONCRETE SHALL BE 3600 PSI.
2. ALL JOINTS ARE TO BE SEALED WATER
TIGHT.
3. WEIR IS TO BE POURED -IN -PLACE
CONCRETE.
4. REFER TO NCDOT STANDARD DRAWINGS
INSET "Alt FOR BOX CONSTRUCTION.
FLOW SPLITTER STRUCTURE
NOT TO SCALE
CONTECH STORMFILTER MANHOLE
96" MANHOLE W/ 9 STORMFILTER CARTRIDGES
858.4
1
1 860.1�G
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STORMFILTER \
+ 861.5
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$64-
UNDERGROUND DETENTION
133 LF OF 48" CMP @ 0.50%
STORMFILTER OPERATION & MAINTENANCE PLAN
I WILL KEEP A MAINTENANCE RECORD ON THIS BMP. THIS MAINTENANCE RECORD WILL BE KEPT IN A LOG IN A
KNOWN SET LOCATION. ANY DEFICIENT BMP ELEMENTS NOTED IN THE INSPECTION WILL BE CORRECTED, REPAIRED
OR REPLACED IMMEDIATELY. THESE DEFICIENCIES CAN AFFECT THE INTEGRITY OF STRUCTURES, SAFETY OF THE
PUBLIC, AND THE REMOVAL EFFICIENCY OF THE BMP.
IMPORTANT MAINTENANCE PROCEDURES:
- THE DRAINAGE AREA WILL BE CAREFULLY MANAGED TO REDUCE THE SEDIMENT LOAD TO THE STORMFILTER.
- THE SEDIMENTATION CHAMBER OR FOREBAY WILL BE CLEANED OUT WHENEVER SEDIMENT DEPTH EXCEEDS
SIX INCHES.
THE STORMFILTER SYSTEM WILL BE INSPECTED QUARTERLY. RECORDS OF OPERATION AND MAINTENANCE WILL BE
KEPT IN A KNOWN SET LOCATION AND WILL BE AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS. ANY PROBLEMS THAT ARE FOUND SHALL BE
REPAIRED IMMEDIATELY.
BMP ELEMENT:
POTENTIAL PROBLEM:
HOW I WILL REMEDIATE THE PROBLEM:
ENTIRE BMP
TRASH DEBRIS PRESENT
REMOVE THE TRASH/DEBRIS
ADJACENT PAVEMENT
SEDIMENT IS PRESENT ON THE
SWEEP OR VACUUM THE SEDIMENT
(IF APPLICABLE)
PAVEMENT SURFACE
AS SOON AS POSSIBLE.
FLOW DIVERSION STRUCTURE
THE STRUCTURE IS CLOGGED.
UNCLOG THE CONVEYANCE AND
DISPOSE OF ANY SEDIMENT OFFSITE.
THE STRUCTURE IS DAMAGED.
MAKE ANY NECESSARY REPAIRS OR
REPLACE IF DAMAGE IS TOO LARGE FOR
REPAIR.
STORMFILTER CARTRIDGES
CARTRIDGES NOT PERFORMING AS
REPLACE CARTRIDGES PER
DESIGNED -SEE CONTECH I&M
MANUFACTURER'S
DOCUMENT TO DETERMINE IF
RECOMMENDATIONS
CARTRIDGE MAINTENANCE IS
REQUIRED
OUTLET DEVICE
CLOGGING HAS OCCURRED.
CLEAN OUT THE OUTLET DEVICE.
DISPOSE OF THE SEDIMENT OFFSITE.
THE OUTLET DEVICE IS DAMAGED.
REPAIR OR REPLACE THE OUTLET
DEVICE
RECEIVING WATER
EROSION OF OTHER SIGNS OF
CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURRED AT THE
QUALITY 401 OVERSIGHT UNIT AT
OUTLET.
919-733-1786.
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ApprOvr;d St+xr i a etas ra I
CoBitrudiQn In accordanre *It; documents is ,
required by (he stormwaler permit. North Car lina \
rules raWIr9V)at the stormwate, system desili
inspect dudng`construction, certify oonfornity with th')
plans and epeclC and certify cornplianre wish f `a
siomnvater rules. (15A NCAC 2H 1008 (1')) v
Permit #S �C31L41- Date to
� Division of
Sheet i< Revision D-t'_-\�.�
1 866.2
i 865.2 ' 868.0
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869
UNDERGROUND DETENTION
77 LF OF 48" CMP 0.50% /
1163,5
863.9
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8684 68.7
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Date
Revisions
Project Number
570-003
C52

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TMS # 5728-02-88-2503
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TMS # 5728-02-88-2479
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LANDSCAPE SCHEDULE
' - FULL -TO -GROUND LANDSCAPE LEGEND
SYM.
QTY.
BOTANICAL NAME
COMMON NAME
LOCATION
TYPE
ROOT/CONTAINER
HEIGHT/SIZE
SPACING
RM
4
ACER RUBRUM 'SUNSET'
RED SUNSET MAPLE
PARKING LOT/STREET YARD
CANOPY
B & B
2" CAL./V TALL
AS SHOWN CANOPY TREE
CM
8
LAGERSTROMIA INDICA
CRAPE MYRTLE
STREET YARD
UNDERSTORY
B & B
2" CAL./8' TALL
AS SHOWN
I
YC
4
PRUNUS YEDONESIS
YOSHINO CHERRY
STREET YARD
UNDERSTORY
B & B
2" CAL./8' TALL
AS SHOWN
UNDERSTORY TREE
JH
50
ILEX CRENATA
JAPANESE HOLLY
STREET YARD
EG SHRUB
3 GAL.
MIN. 18" AT PLANTING
AS SHOWN
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TMS # 6728-02-88-4590
I ZONED: LI rN
LO USE: INDUSTRIAL
FRANCES & KLYNT
RIPPLE FAMILY
TMS # 6728-02-68-4432
ZONED: LI
USE: LIGHT MANUFACTURING
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i
HMENT
YARD
I 1
REQUIRED: 2 UNDERSTORY TREES AND 8 SHRUBS PER
100 LF FOR 611 LF OF STREET FRONTAGE
PROVIDED: 12 CANOPY TREES AND 50 SHRUBS
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Permit#.Sy[ :mN
sv PROPOSED STREET YARD
PARKING LOT LANDSCAPING
REQUIRED:
1 CANOPY TREE PER 12 SPACES
PROVIDED:
4 TREES WITHIN THE PARKING LOT AREA
STREET YARD BUFFER
REQUIRED:
8' WIDE BUFFER WITH 2 UNDERSTORY TREES AND 8 SHRUBS PER 100 LF OF
FRONTAGE
PROVIDED (611 LF OF FRONTAGE):
12 UNDERSTORY TREES (8 CRAPE MYRTLES, 4 YOSHINO CHERRY TREES) &
50 SHRUBS (JAPANESE HOLLY)
IMPERVIOUS AREA CALCULATIONS 0 z X
TOTAL SITE AREA: 1.33 ACRES W Z H Z= W W
=OQ W W WPED=)
TOTAL IMPERVIOUS AREA (ON -SITE): 0.80 ACRES (34,902SF) F- j 0 m 0- O O W
PERCENT IMPERVIOUS: 60% 0
m 0 0 0 Z
(HISTORIC IMPERVIOUS AREA ON SITE (2012): 0.46 ACRES (19,800.SF) Z IL p a 0 0 a Z z
O0
NEW IMPROVEMENTS INTRODUCE 0.34 ACRES (26%OF SITE) 3: 0 Z o - 0 Q d
Q r Z W Z
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LANDSCAPE NOTES � m a¢ m O m m D
a.1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET FORTH IN THE W W 1:0 LU
AMERICAN STANDARDS FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF �j cc
NURSERYMEN, INC., WASHINGTON, D.C.
2. ALL PLANTS SHALL BE COMPACT, UNIFORM, & WELL GROWN. PLANTS SHALL NOT BE y W
LOOSE, OPEN PLANTS. THE CLIENT'S LANDSCAPE ARCHITECT RESERVES THE RIGHT, IN W z)
OUR SOLE OPINION, TO REJECT ANY & ALL MATERIALS WHICH DO NOT MEET THESE UU tN
REQUIREMENTS. Q Z m
3. ALL PLANTING BEDS SHALL BE MULCHED A MINIMUM OF 4" NTH PINE NEEDLE MULCH. a 9 W n
4. ALL PLANTS SHALL BE FREE FROM DISEASE, INSECT INFESTATIONS, & INJURIES. W W O d
0 of
5. ALL PLANT BEDS SHALL HAVE A 4" V-CUT TRENCH INSTALLED AT THE PERIMETER OF THE O
BED. r U
6. CONTRACTOR MUST PROVIDE A ONE YEAR WRITTEN GUARANTEE FOR ALL PLANT Uj
MATERIALS FROM THE DATE OF FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. co SOU
7. THE SPECIES, VARIETIES, & SIZE LISTED SHALL BE PROVIDED AS SPECIFIED. W
SUBSTITUTIONS WILL BE PERMITTED ONLY UPON WRITTEN APPLICATION BY THE D-
CONTRACTOR TO THE LANDSCAPE ARCHITECT, & WHEN APPROVAL BY SAID LANDSCAPE O0 W
ARCHITECT IS IN WRITING. Wre .4
8. SYMBOLS: B&B = BALLED & BURLAPPED; O.C. = ON CENTER; GAL. = GALLON CONTAINER, W
M.S. = MULTI -STEM; HT. = HEIGHT, CAL. = CALIPER.
9. THE LANDSCAPE CONTRACTOR S RESPONS
IBLE SIBLE FOR PROVIDING ALL PLANTS
ILLUSTRATED ON THE PLANTING PLAN. IF ANY DISCREPANCIES EXIST BETWEEN THE
QUANTITIES LISTED ON THE PLANT LIST & THE QUANTITIES SHOWN ON THE PLAN, THE p
CONTRACTOR SHALL PROVIDE ALL QUANTITIES ILLUSTRATED ON THE PLAN. IF ANY 0
PLANTS ARE SHO00
IDENTITY WITH THENLAN LANDSCAPE ARCHITECNOT LABELED, THECTN& THESE PLANCTOR TINGS VERIFY ALL BE INCrLUDED IN � W L"
THE CONTRACTOR'S INITIAL BID. Z
00
10. SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD & CULTIVATED THOROUGHLY BY A Z W Q 2 Q z �
MECHANICAL TILLER INTO THE TOP 12" OF SOIL THROUGHOUT SHRUB BEDS. O Ill r , W UJ W ^ r
LO
11. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT & THE O -�, Q (L) t2
OWNER IN WRITING OF ALL SOIL CONDITIONS THE CONTRACTOR CONSIDERS (SI �/� W :5
DETRIMENTAL TO THE GROWTH OF PLANT MATERIALS. PROPER DRAINAGE MUST BE v CD p x
ASSURED. � Z VJ > r, p; W
12. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE & mWQ 5gy cp
CONSTRUCTION DEBRIS BEFORE PREPARING SOIL & PLANTING TREES. D
y W
13. REMOVE COMPACTED SOIL & ADD 24" NEW TOPSOIL/PLANTING MIX OR UNCOMPACT & h in
AMEND TOP 24" OF EXISTING SOIL TO MEET TOPSOILIPLANTING MIX STANDARDS FOR 3
TREES. Z
14. ALL STRAPPING & TOP 2/3 OF WIRE BASKET MUST BE REMOVED FROM ROOT BALL PRIOR LL
TO BACK FILLING PLANTING PIT. REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL. M)
" rn
15. ALL SIGAGE & SITE LIGHTING TO BE COORDINATED AROUND THE TREES LOCATED ON w
THE PLANTING PLAN. ALL TREES SHOWN ON THE PLANTING PLAN MUST GO IN AS Seal
SPECIFIED. ANY CHANGES TO THE PLANTING PLAN COULD RESULT IN A DELAY IN ♦ •••••
RECEIVING & OCCUPANCY PERMIT. • j� •�•
16. CONSULT PLANT LIST FOR PLANT SIZES & SPECIFICATIONS. ,oFSSS IO'1•.•:.L
Q y ;7
17. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO INSTALLATION. NOTIFY : Q SEAL
ARCHITECT IF FIELD CONDITIONS WARRANT ADJUSTMENT OF PLANT LOCATIONS. 12557
18. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANS. QUANTITIES ARE �9 "•••Ir:P;•�0�
FOR CONVENIENCES ONLY. ���� �. •.,,.., ��^•� �% A J
19. MULCH TO BE PINE NEEDLES. ,••� *OaO: T %
20. GENERAL CONTRACTOR TO SEED ALL DISTURBED AREAS BEYOND PARKING LOT
PERIMETER. LANDSCAPE CONTRACTOR SHALL SEED ALL AREAS WITHIN PARKING AS
NOTED.
21. CONTRACTOR MAY CONTACT THE CITY INSPECTOR FOR A PRELIMINARY MEETING TO
NEGOTIATE CREDIT FOR EXISTING TREES IN THE BUFFER AREA
22. COORDINATE LIGHTING PLAN WITH LANDSCAPE PLAN. DO NOT INSTALL LIGHTING OR
OTHER UTILITIES IN THE PARKING LOT TREE ISLANDS.
SEEDBED PREPARATION rn
1. AREAS TO BE SEEDED SHALL BE RIPPED OR TILLED AND SPREAD WITH AVAILABLE V
TOPSOIL 4" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 6".
2. ROCKS, ROOTS & OTHER OBSTRUCTIONS & CONSTRUCTION DEBRIS SHALL BE Q Z
REMOVED FROM THE SURFACE OF THE SEEDBED. SURFACE OF COMPLETED PREPARED U.
SEEDBED SHALL BE LOOSE SMOOTH & UNIFORM. CONTRACTOR SHALL TILL, DISC Q }
AND/OR HARROW IF NECESSARY TO ACHIEVE THIS. 1 0 F.-
3. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SMALL BE APPLIED ACCORDING TO THE W Z z Z
SEEDING SPECIFICATIONS. O L)
4. IF SOIL TEST IS TAKEN, APPLY FERTILIZER AND LIME IN ACCORDANCE W/SOIL TEST U) V V J 1
RECOMMENDATIONS. �1
5. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING O �i 0 7
SEEDBED PREPARATION. Q z
6. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH A THIN DENSE LAYER Lo
OF CLEAN WHEAT STRAW. J 04 o J
PERMANENT SEEDING SPECS"
3:1 SLOPES OR FLATTER
APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F. UNLESS SOIL TEST INDICATES
OTHERWISE.
APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. UNLESS SOIL
TEST INDICATES OTHERWISE.
SEED AT A RATE OF 6 LBS/1000 S.F.
DATE TYPE CD
NOV. 1 TO ANNUAL RYE GRAIN
MAY i AND TURF TYPE TALL FESCUE O_ U) ~
MAY 1 TO TURF TYPE TALL FESCUE CTB
AUG. 15
AUG.1 O TURF TYPE TALL FESCUE Engineer
NOV. U B
MULCH WITH UNCHOPPED, UNWEATHERED SMALL GRAIN STRAW FREE OF SEEDS APPLIED Drawn By
AT THE RATE OF 1 - 2 TONSIACRE •- HEAVILY MULCHED DURING JANUARY - MARCH PERIOD. 1 2/1 1 /13
THE CONTRACTOR SHALL MAINTAIN THE PERMANENT VEGETATIVE COVER BY MOVING, Date
IRRIGATION, REPAIR OR PLANTING FAILURES OR OTHER METHODS FOR THE DURATION OF
THE PROJECT & UNTIL THE PROJECT IS ACCEPTED BY THE OWNER. Revisions
DRAWING INFORMATION 1-12M7/13 PER DAVIDSON COUNTY COMAENTS
PLAN
TRUE ' NORTH
NORTH
North Carolina One -Call Centel
Call 811 Before You Dig
GRAPHIC SCALE
(INM7)
:h - 20
570-003
C7
Sheet 9 of 13
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I

,A• GENERAL NOTES: W Z� O Z= W W
A GROOVE JOINT 1" DEEP WITH 1/W RADII SHALL BE REQUIRED IN THE CONCRETE d NOTE: = O Q W W (1) F- M
SIDEWALK AT 6 INTERVALS. ONE 10 EXPANSION JOINT WILL BE REQUIRED AT 46 ACCESSIBLE PARKING REQUIREMENTS A¢EWIYERWR 'r F- ~ (� m D- O 0 ( j
INTERVALS NOT TO EXCEED 50' 8 MATCHING EXPANSIONICONSTRUCTION JOINT IN ° � o ® ® 0 0 @EE xdEBr ° WPPEEL1ENTrLLACCESSINE bTGN (RTde7 usmff 0 I_- I- W
• •. ADJACENT CURB. ASEALED IPP'EXPANSION JOINT WILL BE REQUIRED WHERE THE TOTAL SPACES IN«UMMavm wwwxurEROF TNFra=lswLv Ora=REDURaEnAccEss PArdcwG CO O O U >
, o OFAassRNEawrA A-CES°EilEau£a leWxm SPACEIMUSTBEVANAC�IBIEIANDATEACH Z
• SIDEWALK JOINS ANY RIGID STRUCTURE. sJCPa REOL1RED roeEVNAaEeaME Wr �sTa XO - AIXXTKxuL REaRmvAN ACCE9N31E SPACE ([} m co Q
a• •A °: ,ro. I , pTAae� r -1•r a19 -� Z l Q 0 Z
•• •. ALL SIDEWALKS TO BE CONSTRUCTED OF MIN. 4-IN THICK 3,500 PSI CONCRETE STOW 2 + O 0 Q Z Z 0
• REINFORCED WITH 6X6 W1.4XW1.4 WWF. ALL SIDEWALKS SHALL HAVE TOOLED NTOS 3 1 " `I �� MAXIMUM ®~slGNrna O 0 CO U LL 0
A• ° • CONTROL JOINTS NOT EXCEEDING 5-FT. SPACING IN ANY DIRECTION
SrowB I I s s s e s s C\\\�/////////j ICI I'��\\\
w, ro,m B t vN V � [GONE[ cc Q Q � W (�
GROOVE JOINT IN SIDEWALK 151TOM 1 aPw K PAONNq BLFPANG xO 0 W W Z ❑ 0 � W Z
W+roam 7 , OREOVTOFEM?AY9p+f@NLCTBa&EZPMa:a.WTACCEE�SI PENALTY
IpT V991HW ttEMBEGLN®TO6E VNIAP'F1iaLE ^ c
PARKING SPACE PAVEMENT MARKINGS 2 -'l O `s�'""id• F- (•7 (L 0 m
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• ' 1 ° PBaimgMID A"E NR FmECI®TO LL9E A e C D E F G H J K L ", O SIGN APPROVED RNi USE O •�L
y' IHF .IdNTFC1tA HOER GENERILL STATUTE T TA Q W z REPRBroM«IMLCN UAVR1A mAFrtcaNTrl.DelcEs. NIRCp REGUREDAGCE9NBlE m101RA1 E' F t`
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,�, us. DEPwmEraFTRUMncwrATloxwo NCRIIIGVKUIM NmaED PARrxBMOII 12f0• MI91m GRAZE P' O
TRANSVERSE EXPANSION DEvaataNPOPmANwarAncoauwlEar.[[' •INOREASE svnpNG W° h ly I- F
] IF/GC[a91NERdifE6Aq/16Ep9aENWItARFAIIEN DFMNAffEDFfVLMIGHWAYILMINSTRATK)WUSTIOT) w FINSHEDGRACE W W a
slle®D LETTERS I-
Bim rE NAIONm xG[a.1m wR ° RT-0D PENNTY SIGNS ARE REOIIRED TO III III -III I III
JOINT IN SIDEWALK w+N°APEREaAR®A wAdxDZGEAaA 12ffi rWµ�N III II�III III I AxawANYAU RT-0"PARKNG SIGNS I- .•.;t:.: O U 2
LEGENOAM BORDDt-GREEN -III III I ERECIEDAPIFR DECEMeER 31.1°SD , _
�E nAMWOWm1rL m.tm FaR aAGKGRWW-NNRE -III Ij, n
HIM 5
°uPnelE"rALNd'oErA° APPROVED DATE W
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE m
CONCRETE SIDEWALKS ACCESSIBLE PARKING AND SUPPLEMENTAL ACCESSIBLE SUPPLEMENTAL ACCESSIBLE a
SIGNAGE STANDARDS SIGN (R7-8e) SIGN (R7-8D) JUJI
01 J
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JOINT SEALER 1IS"RADILISrfYFICAI)
rO W,cp"NYWe PA6GY 'X� BWrtoFWu
91Y 3-0"
NceVMII( c :a"ooYa.wNF 12'RApUS �YAY� 1?RAdVS SURFACE OF GUTTER
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- y ::::::: `- I a�p-0• RER EM. AMIi� + :FI IeeII + W.mNT TNO,m TNRX RECEs 1T RMV9 YFAdV9
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BRUMINOUS FRERRECURED �' s• - Z •// m
IF PAVEAIBT IS OOttCfETE a ta•RAOIVS 1 E 1 Cu
X r a••
FACECFGRB - n I� -L Go
GROGJEJOINT e... ° , , •• n" J,sRT I'm m
Op
ralsm Xa. Saxe na.n SLGPE 1l••PER FOOT Td a - Z CC Cr = 1,4)
srRANsmoN moM•WAIK PLAN VIEWPARALLEL RAMP ' 12 SLOPE w•rER FaoT-1r--.) WZ W
STANDARD 2'8' CURB AND GUTTER W
TRANSVERSE EXPANSION JOINT O V w t In
ToewAix AuwuxsMUW rR 1'-6"STANDARD CURB AND GUTTER Z ZZ t
BEArMrNVIHAT RAMP. aLOPE•A•T, PAVEM@!T NOTES:-O Zg U
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aoRv "r LL V v! W D. o xami
,r,M,. a.�AOFNLA •J,. r 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, A 10-FOOT SPACING MAY = Z I]
BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED BY THE CITY ENGINEER TO PREVENT y�� > Q r LL v
>` mmDFFA.a1Ro I " ra rr UNCONTROLLED CRACKING. M Ill Q
U J J
" SECTION X-X -� ,.aa �s� RADIUS coGO
^! •� �^ ax FT,� 03 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED -a � LL
CURB UP r r --�� METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE I= co)
OBTAINED. ; Ln
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-Rw • f •"' LJ�I ` ` ' . A - ' , - 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. JOINTS .�
d"w,wva Ar mm a PAwe" RLL6W:IM iaue °`°"`° F� zo _� DG FDFr SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK LL O
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PLAN VIEW -DIAGONAL RAMP 2--0" STANDARD CURB & GUTTER �:a 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS rn
APPROVED DATE: 02r W7 NOT TO SCALE I I APPRO�D °T'TIE: NOT TO SCALE SLOPE FOR VARIABLE -15. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
ACCESSIBLE RAMP STANDARD ACCESSIBLE RAMP SECTIONS SUPERELEVATION RATES Seal
FMONOLITHIC CURB AND SIDEWALKJ MONOLITHIC CURB AND SIDEWALK 6. TOP 6" OF SUBGRADE BENEATH THE CURB & GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR 4 ° off'o, "
DENSITY. n
rvvl IV JVAL.0 NU I 5CALt �-: •FQSS/O•:•�2 •i
STANDARD CURB AND GUTTER CURB AND GUTTER 4 SEAL
12557 `
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m $ mam m Palsl l2 t«AA W. w. r mm IraCrY. �F m $ USE ACCORDING TO DATER FLOW.
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PVC PIPE ?�i^� m•�tl°�wtEATwfM" C0VARIES, SEE PLANZxZ4 Q Z� cady[R701 PLO[ Wes- OATG FLOGU LDING A - m. row ra• r , a 1Ne m o• wz. om Y-e• r w,rr m m -
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Project Number
02m ,.m 1.ma..m
ae.r1.« 1.m ..m a.,N 570-003FEATHERING CURB AND GUTTER DETAIL a.tn a• O.ml +- l.N1
• a r e.tr e.•ta 1.N1 [.Na CAN e.w1
o.+« .10 .1a.m o«°.SECTION F-F(N.T.S.) 44 •1 0.Iw e.w 2.ua :.r osu 0
47
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SECTION E-E
1-a -
-"0.16 16 840.15
0
15
C8m
Sheet 10 of 13
tr----- - - - -
1 ,,

"NOTE -SQUARE ACCESS
FOR CONCRETE RISER
OR OPTIONAL PLASTIC
24" ROUND RISER
9611
CAST -IN
90.1
a
(� 28
17 -�
019"
017"
62"
56"
a151,3"
OR 4"
a
INLET BOOTS
ON INLET END ONLY
•
22"
d
3„
3"
TOP VIEW
a
*"NOTE: ALL MEASUREMENTS ON TOP VIEW ARE
TO WIDEST DIMENSIONS
4"
3„ f
90" INLET
fell ITI CT—
WATER LEVEL
41"
I
86"
92"
SHOAF PRECAST SEPTIC INC.
MODEL: TS 1000 PT
NON TRAFFIC
1000 Gallon Pump Tank
4130 WEST US HWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
W W W.SHOAFPRECAST.COM
SHOAF-1000 NON TRAFFIC RATED
PT-363 NON TRAFFIC
LIQUID CAPACITY-1008 US GALLONS INCLUDING 9" AIRSPACE
GALLONS PER INCH-20.16 (AVGERAGE)
TANK HEIGHT-57"
BOTTOM OF TANK TO CENTER OF INLET48"
BOTTOM OF TANK TO CENTER OF OUTLET-48"
LENGTH TO WIDTH RATIO-2 TO 1
SIZE OF INLET & OUTLET-3" OR 4" PIPE
TYPE OF INLET & OUTLET-POLYLOCK OR EQUAL (MEETS ASTM C-923)
CONCRETE PSI-4000; TANK WEIGHT-9,000 LBS.
REINFORCING PER STATE CODE
46 1/2"
TO BOTTOM
OF 3" INLET
46" 1
TO BOTTOM
OF 4" INLET
SCALE - N.T.S.
STATE
APPROVAL#
SHOAF-1000 1" BUTYL RUBBER
PT-363 62" MASTIC SEALANT
56"7VENT
CONTINUOUS IN JOINT
O3"57" 50"END VIEW d
5211
56"
o
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848.02
DFSIPABLE OR WXIYIRI D,IIVEWAY EMIMES
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B' BR 5'-p" P4• z'-p" r6\
B' ell 2'-p" HY
1{'-p" rNR8V
tY E {'-B^ rN
"NOTE -SQUARE ACCESS
FOR CONCRETE RISER OR
OPTIONAL PLASTIC 20"
ROUND RISER CAST -IN
I
55" 50"
NO BOOTS ON
INLETS, USE
CONCRETE
KNOCKOUTS
INLET
542"
TO BOTTOM
OF 3" INLET
54"
TO BOTTOM
OF 4" INLET
"NOTE -SQUARE ACCESS
FOR CONCRETE RISER OR
OPTIONAL PLASTIC 20"
ROUND RISER CAST -IN
I
55" 50"
NO BOOTS ON
INLETS, USE
CONCRETE
KNOCKOUTS
INLET
542"
TO BOTTOM
OF 3" INLET
54"
TO BOTTOM
OF 4" INLET
107"
102"
- 2 2
2
4"
21
2'
VENT
117 15"
L
3" OR 4"
L~
a
OUTLET BOOTS
15
ON OUTLET END OP
TOP VIEW
**NOTE:
ALL MEASUREMENTS ON TOP VIEW ARE
TO WIDEST DIMENSIONS
65" �j` 4"
'r- — 31"
(a9"AIR+PACE / ° LIQUID LEVEL
67" — 33"
211 50"
THROUGH
SIDE VIEW �I � 4„ + J_
d d
52" TO BOTTOM OF 4" OUTLET
52 1/2" TO BOTTOM OF 3" OUTLET
OUTLET
105"
100"
SHOAF PRECAST SEPTIC INC.
MODEL: MS 1000 STB
NON TRAFFIC
1000 Gallon Septic Tank
LEXIf GTONUNC 27295
PHONE [phone]
FAX [phone]
W VWV.SHOAF PRECAST.CO M
SHOAF-1000 NON TRAFFIC RATED
STB-760 NON TRAFFIC
LIQUID CAPACITY-1039 US GALLONS/9 z" AIRSPACE
DWNK HEIGHT-66"
BOTTOM OF TANK TO CENTER OF INLET-56"
BOTTOM OF TANK TO CENTER OF OUTLETS4"
LENGTH TO WIDTH RATIO-2 TO 1
SIZE OF INLET St OUTLET-3" OR 4" PIPE
TYPE OF INLET &OUTLET-POLYLOCK OR EQUAL (MEETS ASTM C-923)
CONCRETE PSI-4000; TANK WEIGHT-8,500 LBS.
REINFORCING PER STATE CODE
**NOTE - TEE
NOT SUPPLIED
SCALE - N.T.S.
66" 59"
� STATE
17
APPROVAL#
SHOAF-1000
STB-760
d 31„
1 2 8
FLOW —
THROUGH
END VIEW 32
d G
48"
53"
55"
1" BUTYL RUBBER
MASTIC SEALANT
CONTINUOUS IN JOINT
&4" x 6" tree
Alemite 1610-BL
hydraulicgrease
8" x 8" x 1B"
NOTE:
t a'-0"CLEAR
pine enclosure
P
fitting to be � gusset pate
514" x 6 " square edged
MOUNT CANE BOLT AND Cane belt
over treated
framing
accessible for
(INSIDE ONLY)
7^ O.D. tube All comers
treated pine boards with 1/4"
Screw to frame
GATE LATCH ASSEMBLIES guide (2)
pine
maintenance
hinge 6" bn B
n9 1 weld @ 3 O.C.
Latch detail.
gap.
with galvanized or
THROUGH FACE BOARDS 2" steel tube
_ Cane bolt 314"
all around
See detail 3
stainless steel screws
INTO STEEL FRAME cold rolled
��
1g
1" x 6" x 1/2"
18'-0" CLEAR
steel rod.
Drill 718" hole in
h
Trash Trash r
Dumpster Dumpster
to hinge & gate
a'-11 vz" r'
e'-11 1/2"
Top of slab slab. Size to fit
fill B-BCY_)f1 I1L6.6_CY
M
/
7-1/4"O.D.
hinge 6" Ig.
�L
PceI D. Steel 0
3" x 7-114"
Gate frame 2" x 2" z 1/8"
O.D. tube.
be
CANE BOLT
Weld collar
ga a frame
gate �!ce
I I III
1 1/2" washer welled
to post.
welded pints
III
81/2"x2"x114" 1" GAP to 314" bolt
^
/1 O
gate �
III III
latchC6D �es Latch plate wl 314"
Gates. See
Detail, this
sheet
NOTE:
PAINT ALL GATE FRAMES
6"m. I.D. f
III III
I I
1
4' bolt ndle 1-1/2" washer
welded to
3/4" bolt bolt for stop
AND PIPES RED.
STRIKE
gatepostfiled
stop bar
NOTE: Bollards behind the dumpsters shall
with concrete
7.114'
1-1/2"x6'x1/4" bent
be T-0" tall above the pavement surface and
rounded top. I I
I
6"MIN.
O.D. tube q I I I
FRONT plate strike with SIDE
extend 3'-0' into the ground.
See bollard detail
Lu J
cellar M I u I
field
1-014" -belt
through frame
Cane bolt
L J
welded
See detail
to gate 1��"
DOUBLE GATE LATCH
NO SCALE
SECLI7W
NO SCALE
post SEGC18
NO SCALE SEGC19
10
DUMPSTER LAYOUT
11
GATE DETAIL FOR DUMPSTER ENCLOSURE
12
GATE LATCH / BOLT DETAILS
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CTB
Engineer
LJB
Drawn By
12/11/13
Date
Revisions
Project Number
570-003
C82
Sheet 11 of 13
aE'i
o �w
d Cn I—
CTB
Engineer
LJB
Drawn By
12/11/13
Date
Revisions
Project Number
570-003
C82
Sheet 11 of 13

NOTES
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE
IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT BASIN OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH
WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
REQUIRE PERIODIC TOPDRESSING WITH 24NCH STONE. AFTER EACH RAINFALL INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE E.C. STD. 6.06
NCDENR STD 6.06
Pipe Outlet to Flat Area-
n1
LarT•rirrA•�.
M
sn�p�jR•
,
r
•a♦I
Pipe Outlet to Well-defined
Channel
NOTES:
1. CLEAR THE AREA OF ALL DEBRIS THAT
MIGHT HINDER EXCAVATION AND
DISPOSAL OF SPOIL
2. GRADE THE APPROACH TO THE INLET
UNIFORMLY.
3. PROTECT WEEP HOLES BY GRAVEL
4. WHEN THE CONTRIBUTING DRAINAGE
AREA HAS BE STABILIZED, SEAL WEEP
HOLES, FILL BASIN WITH SOIL TO FINAL
GRADING ELEVATIONS, COMPACT IT
PROPERLY AND STABILIZE
MAINTENANCE:
• INSPECT, CLEAN AND PROPERLY
MAINTAIN THE EXCAVATED BASIN AFTER
EVERY STORM UNTIL THE CONTRIBUTING
DRAINAGE AREA HAS BEEN
PERMANENTLY STABILIZED. TO PROVIDE
SATISFACTORY BASIN EFFICIENCY,
REMOVE SEDIMENT WHEN THE VOLUME
OF THE BASIN HAS BEEN REDUCED BY
ONE-HALF. SPREAD ALL EXCAVATED
MATERIAL EVENLY OVER THE
SURROUNDING LAND AREA OR STOCKPILE
AND STABILIZE IT APPROPRIATELY.
CONSTRUCTION SPECIFICATIONS
1. Ensure that the subgrade for the fitter and riprap follows the
required lines and grades shown in the plan. Compact any fill
required In the Subgrade to the density of the surrounding
undisturbed material. Low areas in the subgrade on undisturbed
soli may also be filled by increasing the riprap thickness.
2. The riprap and gravel fiker must Conform to the speified grading
limits shown on the plans.
3. Filter cloth, when used, must meet design requirements and be
property protected from punching or tearing during installation.
Repair any damage by removing the riprap and placing another
piece of filter cloth over the damaged area. All connecting joints
should overlap so the top layer is above the downstream layer a
minimum of 1 foot. If the damage Is extensive, replace the entire
fiber cloth.
Notes
4. Ripmp may be placed by equipment, but take care to avoid
t. Le is the length of the riprap
damaging the fiker.
apron.
5. The minimum thickness of the riprap should be 1.5 times the
2. d=1.5 times the maximum
maximum stone diameter.
stone diameter but not less
6. Riprap may be field stone or rough quarry stone. It should be
than 6'.
hard, angular, highly weather -resistant and well graded.
3. In a well-defined channel ex-
7, Construct the apron on Zero grade with no overfill at the end.
tend theapron upmechannel
banks to an elevation of 6'
Make the top of the riprap at the downstream end level with the
abovethe maximum tailwater
receiving area or slightly below lL
depth or to the top of the bank,
S. Ensure that the apron is property aligned with the receiving
whichever is less.
stream and preferably straight throughout its length. If a Curve is
4. A filter olanket or filter fabric
needed to fit site Conditions, place it in the upper section of the
should be installed between
apron.
the riprap and soil foundation.
g Immediately slier construction, stabilize all disturbed areas with
vegetation (Practices 6.10, Temporary Seeding, and 6.11,
Permanent Seeding).
MAINTENANCE
Inspect riprap outlet structures weeddy and after significant (12 inch or
greater) rainfall events to see If any erosion around or belowthe riprap
has taken place,or if stones have been dislodged. Immediately make
all needed repairs to prevent further damage.
Side slope 2:1
0Ii
E.C. STD. 6.41
Flow \\\\� I''��� j Flow
Flow
flow Z
Excavated area (as required)
Excavated depth, III - d w atering
min l' -max 2•
below top of Inlet
IP I EXCAVATED DROP INLET PROTECTION
CONSTRUCTION SPEC'S:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL
2. GRADE SHALLOW DEPRESSION UNIFORMLY TOWARDS THE INLET WITH SIDE SLOPES NO GREATER THAN 2:1. GRADE A 1-FOOT WADE LEVEL AREA
SET 44NCHES BELOW THE AREA ADJACENT TO THE INLET.
3. INSTALL THE CLASS B OR CLASS I RIPRAP IN A CIRCLE O INLET. MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE 184NCHES R LE IM AROUND THE VILE THE
WITH A MINIMUM BOTTOM WIDTH P I7.5 FEET. THE MINIMUM HEIGHT OF THE STONE IS57FEET.
4. THE OUTSIDE FACE OF THE RIPRAP IS THEN LINED WITH 124NCHE5 OF NCDOT AG OR l57 WASHED STONE.
3.75'
1.5'
Cross -Section
View 2 2
AL
2-3.5'
1'
12"
MAINTENANCE:
• INSPECT ROCK DOUGHNUT INLET PROTECTION AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (I/2 OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY.
• TO PROVIDE SATISFACTORY INLET PROTECTION EFFICIENCY, REMOVE
SEDIMENT FROM THE SEDIMENT POOL AREA WHEN THE VOLUME IS Pion View
DECREASED BY HALF. THIS WILL HELP PROVIDE ADEQUATE STORAGEAUk
VOLUME FOR THE NEXT RAIN. STABILIZE EXCAVATED MATERIAL
APPROPRIATELY.
• TAKE CARE NOT TO DAMAGE OR UNDERCUT THE STRUCTURE DURING
SEDIMENT REMOVAL REMOVE DEBRIS FROM THE INLET AND REPLACE
STONE AS NEEDED. IF THE INLET WAS COVERED WITH WARE MESH THE
MESH SHOULD BE CLEANED OF DEBRIS.
• WHEN CONTRIBUTING DRAINAGE AREA RAS BEEN ADEQUATELY
STABILIZED, REMOVE ALL MATERIALS AND DISPOSE OF SEDIMENT
PROPERLY. BRING THE DISTURBED AREA TO THE GRADE OF THE DROP° l'y
INLET. SMOOTH AND COMPACTAS NEEDED. `
• APPROXIMATELY STABILIZE ALL BARE AREAS AROUND THE INLET WITH 1
GROUND COVER. 1111
IP
ROCK DOUGHNUT INLET PROTECTION
E.C. STD. 6.54
Accumule
sediment
Gravelsupported by
hardware cloth to allow
drainage and restrict
sediment movement
E.C. STD. 6.50
L = The distance such that points
A and B are of equal elevation
Figure 6.83a Space check dams in a channel so that the crest of downstream dam is ar elevation of the we of upstream dam.
1.5' min.
9" min
12' of NCDOT #5 or #57
tvoahed alone ,
Class B Riprep
Filter Cloth
Plan View
V
rurer owrn
2' mmr, at
center
4' to 6' PI
Cross -Section View
Figure 6.83b Stone check dam stone should be placed over the Channel banks to keep water from cutting around the
dam.
CD
CHECK DAM
alrergrh fol ric without wire feice
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE
MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
�-!
/
2. INSTALL POSTS 4-FEET APART IN CRITICAL AREAS AND 6-FEET APART ON STANDARD
Steer
1,
E,k
APPLICATIONS.
3. INSTALL POSTS 2-FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS
P1 re °'
Mret
CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM
THE UPSTREAM WATER PRESSURE.
fuze=
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
Wi ,
fe.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP
nbnuw
84NCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45-DEGREES THROUGH THE
srearw
FABRIC, WITH EACH PUNCTURE AT LEAST 14NCH VERTICALLY APART. ALSO, EACH TIE
SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT
SAGGING.
N
6. WRAP APPROXIMATELY 6-INCHES OF FABRIC AROUND THE END POSTS AND SECURE
z•
e
WITH 3 TIES.
Filter
r"hra
7. NO MORE THAN 244NCHES OF A 364NCH FABRIC IS ALLOWED ABOVE GROUND LEVEL
e. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS
BEFORE COMPACTION.
Wire
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL
fence
IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FROM WHEEL OF THE
Cross -Section
View
TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 PSI. COMPACT THE
UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
Filter
5tael fabric Backfidl trench Natural
Past and compact ground
MAINTENANCE:
horoughly
. 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
Upslope
INEFFECTIVE, REPLACE IT PROMPTLY.
8^
• REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE
24" ran
TO AVOID UNDERMINING THE FENCE DURING THE 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.
SF
NOTES:
1. PLACE STONE TO LINES AND DIMENSIONS SHOWN IN THE
PLAN ON A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 91NCHES
BELOW NATURAL GROUND LEVEL WHERE THE DAM
ABUTS THE CHANNEL BANKS.
3. EXTEND THE STONE AT LEAST 1.5 FEET BEYOND THE
DITCH BANK (FIGURE 6.83b) TO KEEP WATER FROM
CUTTING AROUND THE ENDS OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE
ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME
AS THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM
FROM HEAVY FLOW THAT COULD CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST
UPSTREAM DAM IS STABLE.
7. ENSURE THAT THE OTHER AREAS OF THE CHANNEL,
SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS
ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM
DISPLACED STONES.
MAINTENANCE:
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY
AND AFTER EACH SIGNIFICANT (121NCH OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT
SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD
CLOG THE CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE
CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE
EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL
MEASURES CAN BE TAKEN SUCH AS INSTALLING A
PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
DAM, AND PREVENT LARGE FLOWS FROM CARRYING
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED
TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
E.C. STD. 6.83
SILT FENCING
E.C. STD. 6.62
12" MIN
24" MIN
NATURAL
GROUND STONE SECTION
18" 1M/
1
SECTION VIEW
FACE UPSTREAM SIDE
WITH SCOOT A57 WASHED
STONE
T/ STONE DAM
WATER
FLOW
B RIP RAP
ROCK OUTLET IN SILT FENCE
NTS
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C83
Sheet 12 of 13

LL OR GC IS TO PROVIDE AND INSTALL A MAIL BOX IF LOCAL POST OFFICE REQUIRES. COORDINATE WITH FAMILY DOLLAR FOR MAIL BOX
SIZE REQUIREMENTS.
SITE SOILS NOTE:
THE SERVICES OF A GEOTECHNICAL ENGINEER LICENSED PER LOCAL REQUIREMENTS SHALL BE RETAINED TO PROVIDE A SUBSURFACE
EXPLORATION OF THE SITE SOILS AND PROVIDE RECOMMENDATIONS FOR PREPARATION AND DEVELOPMENT OF SOILS. GEOTECHNICAL
INVESTIGATION RECOMMENDATIONS OF THE SOILS BELOW THE BUILDING AND PARKING LOT ARE TO BE FOLLOWED. L.L. IS
RESPONSIBLE FOR BORINGS Q FINAL BLDG. LOCATION CHOSEN. VERIFY GRADING PER CIVIL DRAWINGS. CONSULT
ARCH/STRUCTURAL ENG. IF GRADING REQUIRES STEPPED FOOTINGS, PRIOR TO CONSTRUCTION.
SITE PLAN TO INDICATE FINISH FLOOR ELEVATION OF SLAB.
FINISH GRADE SHALL BE A MINIMUM OF 4" BELOW THE FINISHED SLAB (TYP)
PROVIDE INSECT/ TERMITE TREATMENT PER BONDED (WARANTEED) AUTHORIZED INSTALLING SUBCONTRACTOR AND LL IS TO
FORWARD PROOF OF SAME TO FDS.
SITE PLAN REQUIREMENTS
ALL SITE PLANS MUST BE APPROVED BY FDS PRIOR TO SUBMISSIONS FOR BUILDING AND SITE PERMITS
ALL SITE PLANS MUST CONTAIN THE FOLLOWING INFORMATION AND BE DRAWN ACCORDINGLY. PREPARE SITE PLANS CAREFULLY AND THOROUGHLY. SITE PLANS
NOT CONFORMING TO THE REQUIREMENTS BELOW MAY BE REJECTED OUTRIGHT OR SENT BACK FOR REVISIONS RESULTING IN LIKELY DELAYS IN CORPORATE SITE
REVIENAPPROVAL PROCESS AND/OR LEASE PREPARATION.
SITE PLANS SHOULD BE PREPARED BY A CIVIL ENGINEER LICENSED PER LOCAL REQUIREMENTS AND SHOULD NOT BE PREPARED UNTIL THE SITE INVESTIGATION
REPORT IS COMPLETED. THIS S.I.R. REPORT, WHEN FINISHED, WILL CONTAIN IMPORTANT INFORMATION. CRITERIA, SPECIFICATIONS. REQUIREMENTS, ETC.
IMPORTANT IN CREATING ACCURATE SITE PLANS.
GENERAL INSTRUCTIONS
1. PLANS SHALL BE SUBMITTED AT A SCALE OF EITHER 1' = 20 OR I- = 30, UNLESS OTHERWISE INDICATED BY FAMILY DOLLAR STORES. ALL PLANS MUST BE
PREPARED BY CIVIL ENGINEER LICENSED PER LOCAL REQUIREMENTS. NO HAND DRAWN SITE PLANS HALL BE ACCEPTED.
2. ALL DRAWINGS, INCLUDING BOUNDARY SURVEY, TOPOGRAPHIC SURVEY AND DETAILS, SHALL BE PREPARED IN CAD (DXF) FORMAT AND SUBMITTED AS A
SCANNED IMAGE FILE (PDF, TIFF. JPG OR DWG) AS E4AAIL OR ON CD(S) TO FAMILY DOLLAR STORES AFTER ALL APPROVALS HAVE BEEN OBTAINED.
3. LANDLORD IS REQUIRED TO SUBMIT PAPER COPY, CAD OR PDF. AS-0UILT SURVEY. SITE PLANS MUST BE LEGIBLE. SEND IN LARGEST COPY POSSIBLE ON 24' X
38".
OUR PREFERRED BUILDINGSARE 10ZXW BOX 107 /0CXW BOX 104' 100'XWANDWX 10D. THE7DXIWORIWX701ARENOTPREFERREDANDSHOULDBE
USED ONLY BY EXCEPTION. EACH SAMPLE PLAN ATTACHED HAS A MIRROR IMAGE; BUILDING ON LEFT SIDE IS "A' AND BUILDING ON RIGHT IS -W. DECIDING ON WHICH
TO USE IS A FUNCTION OF MANY FACTORS INCLUDING BUILDING VISIBILITY. LOCATION OF CURB CUT, TRAFFIC GOING HOME SIDE, ETC. CONSULT WITH YOUR R.E.M.
4. PLAN SET SHALL INCLUDE SEPARATE GENERAL PLAN OF OVERALL DEVELOPMENT INCLUDING ALL PROPOSED BUILDINGS, ENTRANCES. DRIVE AISLES AND
INTENDED TRUCK ROUTES INCLUDING DIMENSIONS.
5. THE HORIZONTAL AND VERTICAL LOCATION OF THE BUILDING AND FREESTANDING SIGNS SHALL BE PLACED IN SUCH A MANNER AS TO NOT IMPAIR THE
VISIBILITY OF THE BUILDING OR SIGNS.
PROPERTY DETAIL REQUIRED ON EACH PLAN:
1. SHOW ENTIRE SITE AND ALL PROPERTY UNE METES S BOUNDS WITH NORTH ARROW CLEARLY IDENTIFIED
2 SHOW AND LABEL ALL BUILDING AND PARKING SETBACK LINES AS REQUIRED BY LOCAL CODE OR ORDINANCE. SHOW AND LABEL ALL LANDSCAPING OR
ENVIRONMENTAL BUFFERS AS REQUIRED BY LOCAL CODE OR ORDINANCE.
3. SHOWALL BUILDINGS. BOTH EXISTING AND PROPOSED
4. LABEL NAME OF EACH ROAD USED TO ACCESS SITE, AS WELL AS ALL ROADS ADJACENT TO PROPERTY. LABEL HIGHWAY NUMBER(S), IF APPLICABLE
5. SHOW EXISTING PAVEMENTS IF APPLICABLE & ALL PROPOSED PAVEMENTS. ALL PROPOSED PAVEMENTS SHALL BE CONSTRUCTED OF EITHER ASPHALT OR
CONCRETE. GRAVEL PARKING OR DRIVE AREAS ARE STRICTLY PROHIBITED
6. SHOW PROPOSED ROADIPYLON SIGN LOCATK)N(S), AS WELL AS ANY EXISTING SIGN LOCATIONS, IF APPLICABLE
7. SHOW DUMPSTER PAD S NUMBER OF DUMPSTERS REQUIRED: REFER TO LEASE AGREEMENT FOR SIZE AND VOLUME OF DUMPSTER(S)
8. DUMPSTER PAD MUST BE ADJACENT TO THE DELIVERY DOOR AND MUST BE EASILY ACCESSIBLE TO LARGE TRASH COLLECTION TRUCKS
9. DUMPSTER PAD S APRON: DUMPSTER PAD AND APRON SHALL BE MIN. 8' 3,500 PSI CONCRETE SUB REINFORCED WITH MIN. 64 REBARS Q 124N. ON CENTER IN
EACH DIRECTION LOCATED IN THE UPPER THIRD OF SLAB. PROVIDE (2) PIPE BOLLARDS (PER FOS DETAIL) AT REAR OF PAD -BEHIND EACH DUMPSTER. WAN
ENCLOSURE IS REQUIRED BY LOCAL CODE OR ORDINANCE, PROVIDE A DETAIL FOR FAMILY DOLLAR TO REVIEW AND APPROVE. ALL ENCLOSURES SKALL HAVE
GATES CONSTRUCTED OUT OF STEEL FRAME TUBING (MINIMUM) WITH PIVOT HINGES MOUNTED ON W PIPE BOLLARDS. SET PIPE BOLLARDS IN MINIMUM 17 x 17 x
S-0" DEEP CONCRETE FILL FOOTING PROPER LATCHING d LOCK HARDWARE SMALL BE PROVIDED IN ORDER TO RESTRAIN AND/OR LOCK ENCLOSURE GATES
10. PROVIDE MIN. S-FTJ( 8-FT.X NN. THICK 3,500 PSI CONCRETE PAD WITH (1) 6- PIPE BOLLARD ® EACH CORNER OF THE PAD FURTHEST AWAY FROM THE BUILDING.
REINFORCE CONCRETE PAD WITH MIN. 6XB WI AXYVI A WVWF LOCATED IN THE UPPER THIRD OF SLAB
11. PROVIDE MIN. 6-FT.X 6-FT X MN. THICK SSW PSI CONCRETE PAD AT EVERY MAN DOOR THAT DOES NOT EXIT DIRECTLY TO A SIDEWALK REINFORCE CONCRETE
PAD(S) WITH MIN. 6X6 WAXIMA VWVF LOCATED IN THE UPPER THIRD OF SLAB
12. PROVIDE 64N THICK 3.SW PSI CONCRETE PAD AT HVAC EQUIPMENT LOCATION(S). SIZE OF PAD($) SHALL BE BASED UPON SIZE OF SELECTED EQUIPMENT WITH
PROPER CLEARANCES. REINFORCE CONCRETE PAD(S) WITH MIN. H REBARS 0 124N. ON CENTER IN EACH DIRECTION LOCATED IN THE UPPER THIRD OF SLAB
1. ALL PAVEMENTS. LANDSCAPE AND GRADING BUFFERS SMALL BE SHOWM ON THE PLANS, AS REQUIRED BY LOCAL ORDINANCE. BUILDING SHOULD FACE PRIMARY
ROAD WITH HIGHEST TRAFFIC COUNT; POSITION BUILDING FOR OPTIMUM VISIBILITY
2. PROVIDE ALL BUILDING DIMENSIONS
3. IDENTIFY STORE FRONT, FRONT DOORS, AND DELIVERY ARENDOOR
4. SHOW SIDEWALK PREFER 1O BUT WILL ACCEPT MIN IV DEPTH. ADD 5' SIDEWALK TO SIDE OF BUILDING IF THERE IS PARKING AGAINST BUILDING. UNDER NO
CIRCUMSTANCE WILL PARKING BE ALLOWED AGAINST THE BUILDING WITHOUT A SIDEWALK BETWEEN THE BUILDING AND THE PARKING
5. ALL SIDEWALKS TO BE CONSTRUCTED OF MIN. 41N THICK3,50D PSI CONCRETE REINFORCED WITH 6X6 WIAXW1.4 WWF. ALL SIDEWALKS SHALL HAVE TOOLED
CONTROL JOINTS NOT EXCEEDING SIFT. SPACING IN ANY DIRECTION
S. PREFERRED NUMBER OF PARKING SPACES FOR FREESTANDING SITES IS 38i. MINIMUM IS 25 DEPENDING ON LAYOUT. ALL PARKING SHOULD BE DESIGNED TO BE
CONVENIENT AND CLOSE TO FRONT DOOR. SHOW MIN.2 HANDICAPPED SPACES, AND SATISFY ALL ZONING ORDINANCES.
7. MINIMUM PARKING STALL DIMENSIONS SHALL BE V X 16' AND SATISFY ALL ZONING ORDINANCES
8. STRIPE ISLANDS AT BAY ENDS UNLESS REQUIRED FOR TRAFFIC CONTROL OR LOCAL ORDINANCE.
9. ALL PAVEMENT MARKINGS SHALL BE ACCOMPLISHED WITH USE OF PAINTING MACHINES AND/OR STENCILS. ALL PAINT FOR PAVEMENT MARKINGS SHALL MEET
THE REQUIREMENTS OF SOLVENTSORNE APPLICATION RECOMMENDATIONS STATED BELOW. PARKING STALL AND ISLAND STRIPING SHALL BE 44N WIDE AND
SHALL BE STRAIGHT WITH A'CLEAN' EDGE ALL DIRECTIONAL ARROWS. STOP BARS, ETC. SHALL CONFORM WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES(MUTCD)
10. ALL PARKING SPACES ARE REQUIRED TO HAVE WHEEL STOPS PROVIDED. UNLESS PREVIOUSLY APPROVED BY FAMILY DOLLAR
11. PARKING AREA DRIVE AISLES ARE TO BE MIN. 3D. (REFER TO SHEET C-2 FOR TYPICAL SITE PLAN EXAMPLES).
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1. ASPHALT PAVEMENT
A STANDARD (LIGHT) DUTY MINIMUM SECTION IS ONE (1) INCH ASPHALT SURFACE COURSE. TWO (2) INCHES OF BINDER COURSE, AND SIX(6) INCHES OF
COMPACTED STONE BASE COURSE -TO BE USED WHEN PERFORMING CALCULATIONS.
S. HEAVY DUTY MINIMUM SECTION IS ONE (1) INCH ASPHALT SURFACE COURSE, TWO (2) INCH BINDER COURSE, AND EIGHT (8) INCHES COMPACTED STONE BASE
COURSE -TO BE USED WHEN PERFORMING CALCULATIONS FOR ALL TRUCK CIRCULATION AREAS.
2. CONCRETE PAVEMENT
A CONCRETE PAVEMENT SHALL BE DESIGNED USING ACI 33DR-08'GUIDE FOR THE DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS'. THE CONCRET'
DESIGN RECOMMENDATIONS SHOULD BE BASED ON CBR TESTS THAT ARE CORRELATED TO THE MODULUS OF SUBGRADE REACTION CK' VALUE). DESIGN
SHALL INCLUDE RECOMMENDATIONS FOR BOTH STANDARD DUTY AND HEAVY DUTY SECTIONS.
S. WHEN USING THE ACI 33DR-08, THE CONCRETE PAVEMENT SECTIONS SHALL BE DESIGNED BY A GEOTECHNICAL ENGINEER FOR A 20 (TWENTY) YEAR DESIGN
LIFE WITH A 95% RELIABILITY FOR XX LOADED TRACTOR TRAILERS PER DAY AND XX CARS PER DAY.
C. FAMILY DOLLAR MINIMUM REQUIRED CONCRETE STRENGTH IS 4,ODO PSI CORRESPONDING TO A FLEXURAL STRENGTH OF 6D0 PSI. FAMILY DOLLAR MAXIMUM
ALLONHBLE DESIGN SUBGRADE K-VALUE IS 3DO PSMN. THE CONCRETE PAVEMENT TYPE SHALL BE UN -REINFORCED OR JOINTED PLAIN CONCRETE (JPC).
JOINTING RECOMMENDATIONS SHOULD FOLLOW AC133OR-08 SECTION 3.7 AND APPENDIX C. FAMILY DOLLAR MAXIMUM JOINT SPACING IS 24 X CONCRETE
PAVEMENT THICKNESS, NOT TO EXCEED 15 FEET. A JOINTING PLAN SHALL BE PROVIDED BY THE DESIGN ENGINEER IDENTIFYING LOCATION S SPACING OF
CONTRACTION AND ISOLATION JOINTS.
D. STANDARD (LIGHT) DUTY MINIMUM SECTION IS FIVE (6) INCHES OF 4000 PSI PORTLAND CEMENT CONCRETE OVER COMPACTED SUBGRADE (AMEN DESIGNING
THE LIGHT DUTY AREA, GRANULAR BASE SHOULD ONLY BE CONSIDERED FOR UNUSUAL SOIL CONDITIONS AND THE RECOMMENDATION HALL NEED TO BE
JUSTIFIED. RECONDITIONING OF SOIL WITH CEMENT. FLY ASH, OR LIME TO A MINIMUM DEPTH OF 81NCHES MAY BE RECOMMENDED IN LIEU OF GRANULAR
BASE FOR A WORKING PLATFORM, AND SHOULD BE USED TO MITIGATE EXPANSIVE SUBGRADE SOILS IN UEU OF GRANULAR BASE
E. STANDARD HEAVY DUTY MINIMUM SECTION IS SIX (6) INCHES OF 4.000 PSI PORTLAND CEMENT CONCRETE OVER COMPACTED SUBGRADE. WHEN DESIGNING
THE HEAVY DUTY AREA, 41NCHES OF COMPACTED GRANULAR BASE SHOULD BE CONSIDERED WHEN THE NATURAL SUBGRADE K-VALUE IS LESS THAN 200
PSMN. THE INCLUSION OF GRANULAR BASE SHOULD INCREASE THE EFFECTIVE K-VALUE ACCORDING TO TABLE 3.21N ACI 33OR-08.
SOLVENTSORNE APPLICATION RECOMMENDATION
1. SURFACES SHOULD BE CLEAN, DITTY AND FREE FROM LOOSE AND PEELING PAINT. DO NOT APPLY WHEN AIR OR SURFACE TEMPERATURES ARE BELOW 32 DEGREES, AND (AMEN
THE RELATIVE HUMIDITY EXCEEDS 95%.
2. THE PRESENCE OF CONCRETE SEALERS OR EFFLORESCENCE ON NEW CONCRETE MAY INTERFERE WITH ADHESION AND SHOULD BE REMOVED BY EXTENDED.
3. MOST PREVIOUSLY PAINTED LINES MAY BE REPAINTED WITHOUT ADDITIONAL SURFACE PREPARATION PROVIDED THAT THE OLD PAINT G STILL TIGHTLY ADHERED TO THE
SURFACE. MULTIPLES LAYER OF OLD PAINT WILL EVENTUALLY PEEL AND WOULD REWIRE REMOVAL
4, NEW ASPHALT SURFACES SHOULD IDEALLY BE ALLOWED TO AGE SEVERAL MONTHS PRIOR TO STRIPING.SOLVENTSASED PAINT WY CAUSE THE TARS TO BLEED THROUGH ON
NEW ASPHALT OR RECENTLY SEALED ASPHALT. APPLY ATEST STRIPE TO DETERMINE IF THE ASPHALT HAS AGED SUFFICIENTLY. IF IT IS NECESSARY TO PAINT A FRESH
ASPKALTSURFACE. USE A WATERBORNE PLANT FOLLOWING THE RECOMMENDED PROCEDURE.
APPLICATKM RATES
THE RECOMMENDED APPLICATION RATE IS 15 MILS NET FILM THICKNESS FOR NEW LINES. FOR REPAINTRNOOF EXISTING UNES, ATHINNER UNE FILM OF 10 MILS IS OFTEN
ADEQUATE. EXCEEDING THE RECOMMENDED FILM THICKNESS WGRL RESULT IN MUCH SLOWER DRY TIMES AND MAY RESULT H LIFTING, CRACKING OR POOR ADHESION.
APPROXIMATELY 6 POUNDS PER GALLON OF SUP RESISTANT ADDITIVE IS REQUIRED.'
SMIN
ITEMM DESCRIPTION
BODO.8 all
TM6712 MOMAR LOW VOC WIRE (ACETONE)
BD004SO 3
TM5713 MOIUR LOW VOC YELLOW(ACETONE)
SOOD5B079
TM 56M PROMMR LOINV'OC RED (ACETONE)
8000/1541
TM Wn PROMAR LOW VOC BUCK (ACETONE)
80IMI484
TM5027 CALIFORNIA VOC YELLOW
8000MG12
TM5025 CAUFORNIAVOCNMRE
TO ACHIEVE THE HANDICAPPED COLOR BLUE, THE ADDITION OF 4 OUNCES OF SHERVA"LLWNS L-2 BLUE COLORANT PER GALLON 13 REQUIRED. HANDICAPPED STENCILS ARE
AVAILABLE UPON ORDER REQUEST
GRADING:
1. GENERAL:
A BALANCE SOILS ON -SITE IF POSSIBLE DETERMINE SOURCES OF DISPOSAUACQUISITION OF SOILS, IF NECESSARY.
B. BUILDING SHALL BE ACCESSIBLE BY GRADE LEVEL PARKING ONLY (ENTRY DOOR, 2ND EXIT, RECEIVING DOOR). STEPS AND STAIRS ARE NOT PERMITTED.
C. LL REQUIRED TO SUBMIT 'AS -SALT SURVEY AND 'CERTIFICATION OF SLAB ELEVATION'
2. PARKING LOT SLOPES:
A MAXIMUM SLOPE 4%.
S. MINIMUM SLOPE 1.0%.
C. MAXIMUM 2%CROSS SLOPE WITHIN 15D OF FRONT DOOR.
D. MAXIMUM SLOPE 6% FOR ENTRANCES AND ACCESS DRIVES.
E MINIMUM 2% SLOPE WHERE EXPANSIVE SOILS ARE STABILIZED OR NOT REMOVED AS ALLOWED BY GEOTECHNICAL ENGINEER
F. DELIVERY AREA SLOPE MAX SHALL NOT EXCEED 1.5%
3. PROPOSED SPOT GRADES:
A FLOOR ELEVATION SHOWN.
B. BUILDING PERIMETER SIDEWALKS.
C. PARKING PERIMETER CURBING
D. LANDSCAPED PARKING ISLAND WITH CURBING.
4. SITE COMPACTION AND GRADING:
A PROVIDE A S' CURB FACE AT ALL SIDEWALKS AT THE PERIMETER OF THE BUILDING.
B. FAMILY DOLLAR STORE FINISHED FLOOR ELEVATION SHALL BE A MINIMUM OF 1'd' (FOR BTS) OR IV (FOR FEE DEVELOPMENT) ABOVE THE ESTABLISHED
1OD-YEAR FLOOD PLAIN ELEVATION (AS DETERMINED BY THE U.S. ARMY CORPS OF ENGINEERS.)
C. PROVIDE A RETAINING WALL WHERE GRADE VARIATIONS EXCEED THE 2 TO 1 (HORIZONTAL TO VERTICAL)SLOPE AND/OR THE SOILS INVESTIGATION REPOR-
RECOMMENDED MAXIMUM SLOPE COMPLETELY DETAIL ALL RETAINING WALLS.
5. GUARD RAIL IS REQUIRED ON ALL RETAINING WALLS WITH A GRADE DIFFERENCE GREATER THAN 71N HEIGHT. GUARD RAIL IS TO BE DESIGNED IN ACCORDANCE
WTH ALL LOCAL BUILDING CODES AND ORDINANCES.
A PROVIDE SLOPE STABILIZATION ON ALL SITE SLOPES. STABILIZATION MAY BE BY TURF GRASSES, SOD, VEGETATION, GEOTEXTILE FABRICS OR OTHER
MEANS AS REQUIRED BY THE DEGREE OF SLOPE AND TYPE OF SOIL TO BE PROTECTED.
B. DESIGN ALL SITE GRADING IN CONFORMANCE WITH BARRIER FREE DESIGN CRITERIA
6. MAXIMUM LAWN SLOPE IN ACCORDANCE WITH GEOTECHNICAL REPORT:
A ALL NON -PAVED SLOPED AREAS SHALL NOT EXCEED A ZI SLOPE UNLESS SPECIFICALLY APPROVED BY THE SOILS ENGINEER. PROVIDE SLOPE
STABILIZATION AS REQUIRED.
7. SEDIMENT S EROSION CONTROL PROCEDURES SHOULD BE IMPLEMENTED DURING CONSTRUCTION BASED UPON LOCAL CODES & ORDINANCES. AT A MINIMUM, A
STABILIZED ROCK CONSTRUCTION ENTRANCE AND SEDIMENT FENCING AROUND DISTURBED AREAS SHALL BE INSTALLED.
S. ANY DISTURBED AREAS THAT WILL NOT BE STABILIZED BY PAVEMENT OR BUILDING BASE COURSES SHALL BE SODDED OR SEEDED M MULCHED IMMEDIATELY
AFTER ESTABLISHING FINAL GRADES. IF FINAL GRADES WILL NOT BE ACHIEVED WITHIN 21-DAYS, TEMPORARY SEEDING S MULCHING SHALL BE USED TO
STABILIZE DISTURBED AREAS.
9. ALL BACK FILL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. BACK FILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER,
WASTE, CONSTRUCTION MATERIALS, OR OTHER OBJECTIONABLE MATERIAL. BACK FILL MATERIALS SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL
MEANS AND THE MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER TAMPING BLOM OR PROOF ROLLING. ALL BACK FILL
MATERIAL SHALL BE PLACED IN LOOSE 64N. UFTS AND COMPACTED. BY MECHANICAL MEANS, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OR AS LISTED IN
NOTE 10.
10. ALL BUILDING, SIDEWALK AND PAVEMENT SUB -GRADES SHALL BE COMPACTED TO 98% OF ASTM D898 TO A DEPTH OF 124N. AND TO 95% OF ASTM D698 BELOW
124N DEPTHS. ALL OTHER NONSTRUCTURAL AREAS SHALL BE COMPACTED TO 90%OF ASTM D698.
11. ALL BUILDING, SIDEWALK AND PAVEMENT SUB -GRADES COMPACTIONS SHALL BE INTERMEDIATELY TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER.
ALL SUB -GRADES SHALL BE THOROUGHLY PROOF -ROLLED TO IDENTIFY SMALL LOCALIZED AREAS OF UNSUITABLE SOILS. ALL UNSUITABLE SCILS SHALL BE
UNDERCUT, REPLACED WITH STRUCTURAL FILL, AND COMPACTED AS LISTED IN NOTE 10.
1. GENERAL:
A ALL UTILITIES TO THE FAMILY DOLLAR BUILDING WILL BE SOLELY FOR FAMILY DOLLARS' USE AND WILL NOT BE SHARED (OR SUB -METERED) FOR ANY OTHER
OCCUPANTS IN THE DEVELOPMENT CENTER.
a. UTILITIES FOR ADJACENT SPACES OR FAMILY DOLLAR STORE SHALL NOT RUN THROUGH OR UNDER THE FAMILY DOLLAR STORE BUILDING PAD.
B. UTILITY LOCATIONS:
a. FAMILY DOLLAR STORES SHALL HAVE AN APPROVED SEWER WITH DOMESTIC AND IRRIGATION WATER LINES THAT SERVE FAMILY DOLLAR STORE ONLY.
b. SEPARATE METERS ARE REQUIRED FOR GAS, DOMESTIC WATER AND IRRIGATION WATER, AND ELECTRICAL LINES.
a UTILITY LOCATIONS ARE DEPENDENT ON THE SPECIFIC SITE. THE FAMILY DOLLAR STORE ALLOWS FOR ALTERNATE LOCATIONS AS DICTATED BY SITE
CONDITIONS WITH VARYING IMPACT ON THE STORE LAYOUT AND DESIGN. (CONTACT FAMILY DOLLAR FOR APPROVAL PRIOR TO SELECTING ALT.
LOCATIONS.)
d SEE FAMILY DOLLAR STORE PREFERRED SITE UTILITY POINTS OF CONNECTION. (FAMILY DOLLAR STANDARD CRITERIA PLAN.)
2. EXTEND ALL UTILITIES TO WITHIN 5 FEET OF THE BUILDING AT THE LOCATIONS SHOWN ON THE PLUMBING/ ELECTRICAL AND UTILITY SITE PUN.
3. PROVIDE A COMPLETE SANITARY SEWER SYSTEM INCLUDING ALL PIPING, MANHOLES, CLEANOUTS, ETC.
A PROVIDE 4" MINIMUM SANITARY SEWER LEAD OR SIZE AS REQUIRED BY CITY, COUNTY OR STATE ORDINANCES.
B. ALL SANITARY SEWERS SHALL HAVE A POSITIVE GRAVITY OUTFALL LIFT STATIONS, FORCE MAINS, SEPTIC DISPOSAL FIELDS OR PACKAGE TREATMENT
PUNTS SHALL BE USED ONLY WHERE A POSITIVE OUTFALL IS NOT ATTAINABLE, AND SHALL BE APPROVED BY FAMILY DOLLAR STORES, INC. (AS OWNER
HEREBY DEFINED ON TITLE SHEET. T-1) PRIOR TO DESIGN AND SUCH EXCEPTION PACKAGE SHALL BE TOTALLY GUARANTEED AND MAINTAINED BY THE
DEVELOPER.
4. WATER SERVICE:
A PROVIDE A COMPLETE WATER DISTRIBUTION SYSTEM TO SERVE BOTH DOMESTIC AND FIRE PROTECTION (IF REQUI
RED BY CODE) REQUIREMENTS INCLUDING
ALL PIPING, METERS, VALVES, PITS, HYDRANTS, THRUST BLOCKS, BACKFLOW PREVENTERS, ETC.
B. 3/4' DOMESTIC SERVICE UNE.
C. ALL FIRE PROTECTION SYSTEMS (IF REQUIRED BY CODE) SHALL BE APPROVED BY THE LOCAL OFFICIALS. AND OR, THE LOCAL FIRE MARSHAL AND FAMILY
DOLLAR STORES, INC.
D. W MINIMUM LINE SIZE WITH RESIDUAL PRESSURE MATH SUFFICIENT CAPACITY FOR SPRINKLER SYSTEM WITHOUT WATER PUMP, AS APPROVED BY THE LOCAL
OFFICIALS AND THE LOCAL FIRE MARSHAL
E. PROVIDE WATER SERVICE TO THE IRRIGATION SYSTEM AS REQUIRED (WITH SEPARATE METER}
F. FIRE DEPARTMENT CONNECTION (F.D.C. OR SIAMESE CONNECTION, IF REQUIRED BY CODE).
G. LOCATE HYDRANT ON SITE (IF REQUIRED BY CODE).
5. PROVIDE A COMPLETE GAS DISTRIBUTION SYSTEM (WHERE APPLICABLE) INCLUDING ALL PIPING, METERS, PITS, VALVES, ETC.
A SHOW GAS METER AND BUILDING LEAD (GAS METER SHOULD NOT BE LOCATED WITHIN ANY PAVED AREA).
S. PROVIDE A COMPLETE ELECTRICAL SERVICE SYSTEM INCLUDING ALL POWER POLES, WEATHER HEADS. UNDERGROUND CONDUITS, WIRING, SPLICE BOXES,
TRANSFORMERS, ETC.
A SHOW ELECTRICAL TRANSFORMER LOCATION (12012U8 VOLT, 3 PHASE, 4 W RE, 400 AMP SERVICE). (ELECTRIC METER SHOULD NOT BE LOCATED WITHIN ANY
PAVED AREA)
B. PROVIDE ELECTRICAL SERVICE TO ALL RELATED SITE ELEMENTS (PYLON SIGNS. LIFT STATIONS, PUMPS, TREATMENT PLANTS, SITE LIGHTING. ETC.), WHERE
APPUCABLE
7. PROVIDE A COMPLETE TELEPHONE SERVICE SYSTEM INCLUDING ALL POLES, UNDERGROUND CONDUITS, WIRING, SPLICE BOXES, ETC. DEMARK TO BE MOUNTED
TO PHONE BOARD AS SHOWN ON SCHEDULE SHEET M-1.
A TELEPHONE AND ELECTRIC SERVICE CONDUITS MAYBE PLACED IN COMMON TRENCH. AND BROUGHT TO THE INTERIOR OF SPACE (AS PER ARCHITECTURAL
PLANS).
B. PLACE PHONE LINES UNDERGROUND ON ALL SITES. PHONE BOARD LOCATION TO BE DETERMINED BY PLAN.
DRAINAGE
1. PROVIDE DETENTION OR RETENTION POND ONLY WHEN REQUIRED BY LOCAL ORDINANCE.
A PROVIDE V FENCE WITH GATE (ONE 5' GATE MINIMUM FOR MAINTENANCE) AROUND LAWN AREA BASINS.
B. PROVIDE RETENTION POND SIGNAGE-GREEN SIGN WITH WHITE LETTERS 16-H X 20YVNMICH MUST READ WARNING -DO NOT ENTER -NO SWIMMING". PLACE
SIGNAGE ON FENCING AROUND RETENTION POND 20' APART.
C. NO RETENTION IS ALLOWED ON PAVEMENT AREAS.
2. DESIGN ONSITE STORM SEWER SYSTEM MINIMUM (CONFIRM LOCAL CODE TO ASSURE ADEQUATE DESIGN).
A PROVIDE ADEQUATE CATCH BASINS FOR LOCAL CONDITIONS.
B. COLLECT DRAINAGE NO CLOSER THAN 50 FEET FROM STOREFRONT.
C. ALL UNDERGROUND PIPE MATERIAL SHALL BE REINFORCED CONCRETE PIPE OR PLASTIC WITH PROPER SOIL COVER.
3. OFFSITE DRAINAGE SHALL BE COLLECTED AT THE PERIMETER OF PARIONG LOT. UNDER NO CIRCUMSTANCES SHALL OFFSITE DRAINAGE BE PERMITTED TO
ENTER PARKING LOT
A PROVIDE DIVERSION SWULES OR EDGE DRAINS AT LARGE SLOPES,
B. PROTECT PAVEMENT SUBGRADE FROM SURFACE WATER INFILTRATION.
4. IF TRUCK WELL IS USED, PROVIDE GRAVITY DISCHARGE FROM TRUCK WELL.
5. SIZE BUILDING ROOF DOWNSPOUT LEADERS 6 HEADERS FOR 50-YEAR STORM WITH NO HYDRAULIC SURCHARGE IF CONNECTING TO AN UNDERGROUND SYSTEM.
6. THE PAVEMENT S BUILDING AREAS SHALL SURFACE DRAIN INTO RETENTION PONDS, STORM INLET STRUCTURES PART OF AN UNDERGROUND STORM SEWER
SYSTEM, OR OTHER STORM HATER CONVEYANCE FEATURES, WHICH DIRECT STORM WATER AWAY FROM THE BUILDING AND THE PROPERTY.
7. PARKING LOT SURFACE MAY NOT BE USED FOR RETENTION OR OVERFLOW RETENTION IN THE SITE DESIGN CALCS
S. SURFACE DRAINAGE SHALL NOT BE DIRECTED TOWARDS BUILDING, USE SWALES OR PIPING TO REDIRECT ALL WATER AWAY FROM EDGE OF BUILDING.
9. NO RETENTION PONDS ARE ALLOWED AT THE FRONT OF SITE OR AT THE FRONT FACING PORTION OF THE BUILDING.
10. UNDERGROUND DETENTION SYSTEMS ARE ALLOWED BASED UPON LOCAL CODE S ORDINANCE REQUIREMENTS, AS WELL AS SITE CONSTRAINTS. L.L. SHALL BE
RESPONSIBLE FOR MAINTAINING AND INSPECTING UNDERGROUND DETENTION SYSTEMS AS REQUIRED BY LOCAL JURISDICTION.
1. GENERAL:
A DEVELOPERS LANDSCAPE DESIGN INCLUDES SITE DESIGN AND IRRIGATION.
B. REQUIRED DRAWINGS AND SPECIFICATIONS FOR LANDSCAPE AND IRRIGATION WILL BE SHOWN ON LANDSCAPE CONSULTANT'S DRAWINGS.
C. LOCAL AUTHORITY HAVING JURISDICTION BASES LANDSCAPE DESIGN ON MINIMUM REQUIREMENTS.
D. UTILIZE REUSE WATER FOR IRRIGATION WHERE AVAILABLE. (GRAY WATER.)
2 LANDSCAPING:
A NO GENERAL LANDSCAPE AREAS, UNLESS REQUIRED BY CODE. FAMILY DOLLARS FIRST PREFERENCE FOR LANDSCAPING IS FILTER FABRIC AND STONE OR
ROCK IF ALLOWED BY LOCAL CODE. STONE OR ROCK MUST BE 3/4' TO V IN SIZE AND THE GROUND COVER MUST BE 7 MINIMUM.
B. PLANTING SHALL NOT OBSTRUCT LINE OF SIGHT AT ENTRANCES AND SITE DRIVES.
C. LANDSCAPING MUST NOT BLOCK VISIBILITY OF SIGNAGE.
D. SITE PERIMETER PLANTING SHALL NOT BE CONCENTRATED AT THE MAIN ENTRANCE AND ALLOW VIEW OF ROAD SIGN AND BUILDING FROM FRONTAGE ROAD.
E. PARKING LOT PLANTINGS SHALL NOT CONFLICT WITH SITE LIGHTING. BUILDING SIGNAGE AND UTIUTY LOCATIONS. LANDSCAPE DESIGN TO ALLOW FOR
MINIMAL SHRUB GROWTH AS TO NOT OBSTRUCT PYLON SIGN VISIBILITY
F. PARKING LOT ISLAND SHALL HAVE STONE OR ROCK SIZE 1 "TO 3' GROUND COVER. NO SOD SHALL BE PERMITTED.
3. IRRIGATION
A IF SITE IS REQUIRED TO HAVE LIVE LANDSCAPE PLANTINGS SUCH AS, BUT NOT LIMITED TO, TREES, PLANTS. SOD, ETC.. THE SITE MUST BE FULLY IRRIGATED
WITH PROPER COVERAGE AND A SEPARATE IRRIGATION METER IS THEREBY REQUIRED.
B. IRRIGATION TO HAVE RAIN GUARD.
1. FDS DOES NOT REQUIRE CURBING UNLESS LOCAL CODES OR SITE CONDITIONS DICTATE. ALL CURBING SHALL BE DEFINED ON THE SITE WORKING DRAW NGS AS
TO CURB TYPE AND LOCATION. EXTRUDED CONCRETE CURBING EPDXIED TO THE PAVEMENT SURFACE IS NOT PERMITTED. ALL PERMANENT CURBING SHALL BE
CONCRETE.
2. CONCRETE CURB AND GUTTER SHALL BE USED WHERE SURFACE RUNOFF IS DIRECTED TOWARD AND ALONG THE EDGE OF THE PAVEMENT OR ALONG THE
PERIMETER OF LANDSCAPED PLANTING BEDS OR TRAFFIC ISLANDS. MINIMUM GUTTER SLOPE SHALL BE 0.5%.
3. CONCRETE STANDING CURB OR CONCRETE WITH REVERSE GUTTER SHALL BE USED TO RETAIN THE EARTH AT THE BASE OF AN EMBANKMENT OR AN ABRUPT
CHANGE IN GRADE OR ALONG THE PERIMETER OF LANDSCAPED PLANTING BEDS OR TRAFFIC ISLANDS.
4. PRECAST CONCRETE WHEEL STOPS SHALL BE PROVIDED AT EACH PARKING STALL:
A ALL WHEEL STOPS SHALL BE DOWELED TO PAVEMENTS LOCATED 2-FT, FROM EDGE OF OBSTRUCTION, EDGE OF PAVEMENT, OR FACE OF CURB.
B. SHALL BE USED AS PARKING CONTROL ALONG THE BUILDING OR RETAINING WILL
C. PAINT ALL WHEEL STOPS'SAFETY YELLOW, OR AS CODE REQUIRES.
5. TEMPORARY ASPHALT CURBING SHALL ONLY BE USED ALONG PAVEMENT EDGES ADJACENT TO FUTURE DEVELOPMENT AREAS.
6. CURBING MAY BE OMITTED WHERE PAVING TERMINATES AGAINST OTHER PAVED AREAS.
CURB CUTS AND DRIVE AISLES:
1. SITE DESIGN SHALL CONFORM TO ONE OF THE APPROVED STANDARD DELIVERY TEMPLATES THAT REQUIRES CONDITIONAL APPROVAL FOR ALL EXCEPTIONS,
2. NOTE: PROPER ACCESS FOR FAMILY DOLLAR'S 75' LONG FREIGHT TRUCKS IS REQUIRED DURING NORMAL BUSINESS HOURS. THIS INCLUDES A TRUCK PATH
THAT IS FREE OF LANDSCAPE ISLANDS. SIGNS, LIGHT POLES AND OTHER BARRIERS WHILE MAINTAINING WIDE RADIUS CURVES AT ALL ENTRANCES AND EXITS.
3. SHOW LOCATION AND SIZE OF ALL CURB CUTS. PREFER TWO ON PRIMARY ROAD BUT WILL ACCEPT ONE. PREFER 38' WIDE; ABSOLUTE MINIMUM IS 301. CURB
CUTS SHOULD BE SWEEPING OR ROUNDED; NOT SHARP 90 DEGREE TURNS.
4. IF A CORNER SITE, ADD CURB CUT NEAR DELIVERY AREA
5. FRONT DRIVEWAY SHOULD BE MINIMUM OF W WIDE; PREFER 36'. SIDE DRIVEWAYS WHERE TRUCK BACKS INTO DELIVERY AREA SHOULD BE 38'ALSO; 3O IS
ABSOLUTE MINIMUM WIDTH.
6. IDENTIFY PROPOSED TRUCK DELIVERY PATH ON SITE PLAN ITSELF
A DELIVERY DOOR TO BEAT PARKING LOT GRADE (NO DOCKS ALLOWED)
S. IN ORDER TO ELIMINATE CURBING AND LANDSCAPING AND TO FACILITATE DELIVERY TRUCK MANEUVERABILITY, CERTAIN AREAS ARE INTENTIONALLY
STRIPED -OUT.
C. TRUCK DRIVE AISLE TO BE MIN. 37
IMPORTANT TO NOTE: IN ADDITION TO REAL ESTATE AND STORE PLANNING REVIEWING AND APPROVING ALL PROPOSED SITE PLANS, SO DOES FAMILY DOLLAR'S
TRANSPORTATION DEPARTMENT. IT IS EXTREMELY IMPORTANT THAT ALL CRITERIA LISTED HERE, ESPECIALLY CURB CUTS AND DRIVEWAYS, BE ADHERED TO IN
ORDER TO FACILITATE THEIR TIMELY SITE PUN REVIEW.
13M4.:I4:Iffy :1.71II
1. SHOW LOCATION OF ALL EXISTING AND PROPOSED EASEMENTS. BOTH ON SITE AND OFF -SITE, REQUIRED FOR CUSTOMER INGRESS/EGRESS, DELIVERIES, AND
SERVICES.
2. SHOW ALL ALLEYS
3. DESIGNATE OFFSITE SIGN EASEMENT AREAS AS WELL A$ UTILITY EASEMENTS TO PROVIDE FOR SIGN INSTALLATION AND ELECTRICAL SERVICE.
SITE SIGNAGE
1. PROVIDE'HARDICAPPED PARKING' SIGN WITH IDENTIFYING SYMBOL AT DESIGNATED HANDICAPPED PARKING STALLS
2. SIGN SHALL BE 127M .080 ALUMINUM MATH BAKED ENAMEL FINISH. INSTALLED IN BOLLARD, TO CONFORM WITH ADA STANDARDS OR AS REQUIRED BY CODE.
3. SIGNS SHALL HAVE WHITE LETTERING ON BLUE BACKGROUND.
4. PARKING LOT SIGNS (SUCH AS STOP, RIGHT TURN, LEFT TURN, ONE WAY, ETC.) SHALL BE INSTALLED AS REQUIRED BY LOCAL CODE OR ORDINANCE.
OFF SITE:
1. IDENTIFY ALL STREETS, ALLEYS, INGRESSIEGRESS EASEMENTS OR OTHER ACCESS ROUTES BORDERING SITE WITH TRAFFIC PATTERNS.
2. SHOW IMPROVEMENTS AND EXISTING TRAFFIC PATTERN ON ANY ADJACENT PROPERTY BEING CONSIDERED FOR CROSS ACCESS.
3. IN R.O.W. SHOW WIDTH AND NUMBER OF LANES. INDICATE ANY DECELERATION OR ACCELERATION LANES. SHOW ALL CENTER LANES, MEDIANS, MEDIAN BREAKS.
ETC. AND ACTUAL TURNING MOVEMENTS. THIS IS CRITICAL INFORMATION TO EVALUATE THE DELIVERABLE ROUTE OF A PROPOSED LOCATION BY OUT FLEET OF
7S LONG FREIGHT TRUCKS.
1. SYSTEM DESCRIPTION:
A FURNISH AND INSTALL A COMPLETE SYSTEM INCLUDING CONCRETE BASES, POLES, LUMINARIES, CONDUIT, WIRING SYSTEM AND COMPLETE CONNECTION.
B. LUMINARIES SHALL BE ONE OF THE FOLLOWING FOUR (4) TYPES LISTED IN PREFERRED SYSTEMS.
2. PREFERRED SYSTEMS:
A 320 WATT METAL HALIDE, POLE MOUNTED (OR SUPER METAL HALIDE). HORIZONTAL LAMP UNIT SQUARE UNIT WITH TYPE IV WIDE DISTRIBUTION. (LITHONIA-
KAD 32DM R4 TB SCWA SPDO9 LPI)
B. POLE MOUNTED FLOOD 17 AFF ON STRATEGIC POLES TO UGHT THE FACADE OF THE BUILDING. (UTHONIA- TFL 320M RA2 TB SCWA IS UPI)
C. BUILDING MOUNTED CUT-OFF WALL PACK TO BE USED ONLY ON ANCILLARY AREAS THAT DO NOT SERVE AS CUSTOMER ENTRANCES OR POINTS OF VIEW
FROM MAJOR VENUES. (LSG Wf NW UP SM BZ)
D. FRONT ENTRANCE TO BE LIT WITH UTHONIA A X LED 1 1SA 40051 K SR3 MVOLT DDXBD)
3. NO OTHER SYSTEMS ARE ACCEPTABLE UNLESS REQUESTED AND PREAPPROVED IN WRITING BY FAMILY DOLLAR STORES OR JUICE 100%LIGHTING (CONTACT
INFO: VW4WJUICE1000GNTING.COM) LIGHTING CONSULTANT FOR FAMILY DOLLAR STORES.
4, DESIGN REQUIREMENTS:
A. DESIGN AND LAYOUT LIGHTING SYSTEM IN CONFORMANCE WITH THE FOLLOWING ILLUMINATION PARAMETERS AND POLE/FIXTURE REQUIREMENTS.
DEVIATIONS FROM SET- FORTH REQUIREMENTS NECESSITATED BY LOCAL REQUIREMENTS OR EXISTING CONDITIONS REQUIRE APPROVAL PRIOR TO
SUBMISSION OF DESIGN. ALL SUBMISSION FOR CHANGE SHALL BE SUBMITTED IN VATTING TO FAMILY DOLLAR STORES.
5. NUMBER OF LUMINARIES AND POSITIONS:
A MAIN PARKING AREA OF INFIELD STANDARDS SHALL HAVE TWO (2) LUMINARIES PER POLE MAXIMUM.
B. DRIVE. ROADWAY OR PERIMETER STANDARDS MAY HAVE ASINGLE LUMINARY.
C. A SINGLE FLOOD HALL BE USED ON DESIGNATED POLES TO ILLUMINATE THE FACADE.
D. A STANCHION MOUNT FLOOD SHOULD BE USED IN UEU OF A WALL PACK IF A BUILDING IS ADJACENT TO A ROADWAY.
E. WALL PACKS INDICATED ON WALLS OF THE BUILDING TO PROVIDE SECURITY LIGHTING AT 11' 6" MOUNTING HEIGHT.
6. MOUNTING HEIGHTS:
A PARKING AREA LUMINARIES MOUNTING HEIGHT SHALL BE NOT MORE THAN 25 FEET.
B. DRIVE OR ROADWAY LUMINARIES MOUNTING HEIGHT SMALL BE NOT MORE THAN 25 FEET.
C. MOUNTING HEIGHT IS THE DISTANCE FROM LUMINARIES TO PAVED SURFACE AND INCLUDES BASE HEIGHT, POLE LENGTH, AND ARM SWEEP (IF ANY).
D. FLOODS HALL BE MOUNTED AT A HEIGHT OF 12 FEET UTILIZING THE SAME POLE AS THE AREA LIGHT WHERE REQUIRED.
7. DESIGN PARAMETERS:
A MAINTENANCE FACTOR SHALL BE COMPUTED AS FOLLOWS
a. LED LAMP SOURCE-
b. LAMP LUMEN DEPRECIATION (LLD) 0.70 (L70) FOR LED UNLESS OTHERWISE INDICATED BY MANUFACTURER INFORMATION.
c. LUMINAIRE DIRT DEPRECIATION (LDD)-0.90.
A. TOTAL LIGHT LOSS FACTOR (LLF) = 0.63 FOR LED UNLESS OTHERWISE INDICATED BY MANUFACTURER INFORMATION.
B. LUMINAIRES SHALL BE PROVIDED TO MEET THE FOLLOWING PARAMETERS IN THIS ORDER OF IMPORTANCE:
a. MINIMUM ILLUMINANCE AT ANY POINT OF THE PAVED SURFACE SH
ALL BE 1.5 FOOT CANDLES TAKEN AT GRADE.
b. AVERAGE/ MINIMUM RATIO SHOULD BE LESS THAN OR EQUAL TO 5 ('AVG:MIN = 5:/')
a MAXIMUMMNIMUM RATIO SHOULD BE LESS THAN OR EQUAL TO 10 CMA)CMIN = 1D1')
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