20091085 Ver 2_Site Plan_20100120

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0 SPECIAL BID NOTES
i 0
0 N THIS SITE 15 COVERED UNDER A US ARMY CORPS OF ROCK NOTE
01 ENGINEERS SECTION 404 NATIONWIDE PERMIT WHICH THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWORK
O INCLUDES A NORTH CAROLINA DIVISION OF WATER QUALITY SPECIFICATION) SHOULD BE ANTICIPATED ON THIS PROJECT.
(NCDWQ) 401 STORMWATER PERMIT AND A IREDELL COUNTY CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR
LAND DISTURBING PERMIT. ALL THREE PERMITS CONTAIN ADDRESSING THIS ITEM.
REQUIREMENTS AND CONDITIONS THAT GOVERN
CONSTRUCTION ACTIVITIES AND POST-CONSTRUCTION MONITORING FOR THIS ENTIRE PROJECT. CONTRACTOR CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR
SHALL OBTAIN, REVIEW, AND IMPLEMENT ALL REQUIREMENTS ESTABLISHING PERMANENT VEGETATION WITHIN THE
AND CONDITIONS NOTED THEREIN. BUILDING PAD AREA. IN THE EVENT THE PROJECT IS
DELAYED AND THE SUBGRADE OF THE BUILDING PAD IS
PREPARED, BUT ARCHITECTURAL PLANS HAVE NOT BEEN
PROVIDED TO THE CONTRACTOR, THE ENTIRE BUILDING PAD CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR AREA SHALL BE PERMANENTLY STABILIZED. THE ALTERNATE
SUBSTITUTING STANDARD AND HEAVY DUTY ASPHALT WITH gID SHALL INCLUDE PRICING TO IMPORT AND PLACE 4" OF
STANDARD AND HEAVY DUTY ASPHALT WITH LIME TOPSOIL PER THE SPECIFICATIONS ON TOP OF THE
STABILZED SUBGRADE PER THE SITE DETAILS (FOR LOT X11 PREPARED SUBGRADE ELEVATION OF THE BUILDING PAD
AND WALMART HEAVY DUTY PAVEMENT. REFER TO THE BID AND INCLUDE THE APPLICATION OF APPROPRIATE SOIL
FORM FOR INSTRUCTIONS. AMENDMENTS, FGM, AND SEED TO ESTABLISH PERMANENT
VEGETATION. REFER TO THE SEEDING SPECIFICATIONS FOR
UTILITY AND GOVERNING AGENCIES CONTACT LIST: APPLICABLE NOTES AND SEED SPECIFICATIONS FOR "SEEDED
OTHER SPECIAL BID NOTES ARE INCLUDED ON VARIOUS LAWNS". ALTERNATE SHALL ALSO INCLUDE THE ADDITIONAL
~ PLANS THROUGHOUT THIS SET AND WITHIN THE SPECIAL COST FOR CLEARING AND STRIPPING THE BUILDING PAD
EROSION CONTROL ENGINEERING CONDITIONS. AREA OF THE ESTABLISHED VEGETATION, ROOT MATERIAL,
AND THE 4-INCHES OF TOPSOIL. ALTERNATE SHALL ALSO
IREDELL COUNTY EROSION CONTROL DIVISION TOWN OF TROUTMAN INCLUDE THE ADDITIONAL COST TO BRING THE BUILDING
BUILDING STANDARDS CENTER 400 NORTH EASTWAY DRIVE GROUNDWATER NOTE PAD SUBGRADE TO THE CORRECT ELEVATION AFTER
349 NORTH CENTER STREET TROUTMAN, NC 28166 TH P F T H TI IP T STRIPPING OPERATIONS ARE COMPLETE. REFER TO THE BID E RESENCE 0 GROUNDWA ER S OULD BE ANC A ED FORM FOR INSTRUCTIONS.
STATESVILLE, NC 28687 CONTACT: BENJIE THOMAS ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE
CONTACT: MARK SELQUIST CONSIDERATION FOR ADDRESSING THIS ITEM.
PHONE: [phone] PHONE: [phone]
FAX: [phone]
EMIAL: www.townoftroutman.org
PLANNING DEPARTMENT DEPARTMENT F TRAN P RTATI N 0 SO 0
TOWN OF TROUTMAN NORTH CAROLINA DEPARTMENT OF
400 NORTH EASTWAY DRIVE TRANSPORTATION Sheet No: Sheet Title o. ee I e
TROUTMAN, NC 28166 DIVISION 12
CONTACT: EMILY JACKSON 124 PRISON CAMP ROAD C-1 COVER SHEET 1 TITLE SHEET
PH 7 4 -7 STATESVILLE, NC 28625 ONE. (0) 528 600 C-2 GENERAL NOTES
CONTACT: PATRICK NORMAN, PE FAX: [phone]-A GENERAL NOTES SHEET
PHONE: [phone] EMIAL: www.townoftroutman.org SV-1 B NDARY AND T P RAPHI RVEY OU 0 OG C SU 2 TYPICAL SECTIONS AND PAVEMENT PLAN
email: pnormanC~ncdot.gov
SV-2 B NDARY AND T P RAPHI RVEY 2-B - 2-D GENERAL DETAILS OU 0 OG C SU
3 DRAINAGE TABLE
SV-3 B NDARY AND T P RAPHI RVEY OU 0 OG C SU
4 - 6 ROADWAY CONSTRUCTION SHEETS SV-4 B NDARY AND T P RAPHI RVEY OU 0 OG C SU
EC-1 - EC-4 EROSION CONTROL PLANS
UTILITY RE P N IBILITY MATRIX F R THI PR JE T SV-5 B NDARY AND T P RAPHI RVEY OU 0 OG C SU _ TCP-1 TCP-7 TRAFFIC CONTROL PLANS
UTILITY/ GOVERNING SV-6 B NDARY AND T P RAPHI RVEY PM-1 - PM- OU 0 OG C SU 3 PAVEMENT MARKINGS AND SIGNING PLANS
AGENCIES CONTACTS CONTRACTOR RESPONSIBILITY- OTHERS RESPONSIBILITY- TM-1 TURNING MOVEMENTS
GAS PSNC ENERGY -COORDINATE CONSTRUCTION ACTIVITIES WITH GAS COMPANY TO ENSURE -SERVICE FROM THE POINT OF CONNECTION AT THE SV-7 B NDARY AND T P RAPHI RVEY OU 0 OG C SU
121 HOUSTON ROAD INSTALLATION OF GAS LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB EXISTING LINE UP TO AND INCLUDING SETTING OF TROUTMAN, NC 28166 PLACEMENT METER WILL BE BY THE GAS COMPANY X-1- X-9 CROSS SECTIONS SV-8 B NDARY AND T P RAPHI RVEY
CONTACT; ALLEN WEATHERMAN -ANY RELOCATION OF EXISTING GAS LINES WILL BE OU 0 OG C SU
PHONE: [phone] DONE BY PSNC. EMAIL: cweatherman®scana.com AB-1 T011VN OF TROUTMAN UVATER SYSTEM AS-BUILT
TELEPHONE TIME WARNER/WINDSTREAM -COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE COMPANY TO ENSURE -TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALL CONTACT: INSTALLATION OF UNDERGROUND LINES ARE COMPLETED OR RELOCATED PRIOR TO TELEPHONE CABLES FROM THE POINT OF CONNECTION C-3 PRELIMINARY PLAT
ASPHALT OR CURB PLACEMENT UP TO THE BUILDING
-PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC CONDUITS WITH PULL ROPES, BART INCLUDING ALL TRENCHING AND BACKFILLING, FROM THE RISER POLE UP TO THE BARKSDALEROAD C-4 MASTER SITE PLAN
BUILDING
-PROVIDE AND INSTALL PULL BOXES PER TELEPHONE COMPANY REQUIREMENTS C-5 EROSION CONTROL PHASE 1
ELECTRIC DUKE ENERGY CORPORATION -COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC COMPANY TO ENSURE -ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL
200 TALBERT ROAD INSTALLATION OF UNDERGROUND LINES ARE COMPLETED PRIOR TO ASPHALT OR MATERIALS NEEDED TO ESTABLISH PRIMARY OVERHEAD MOORESVILLE, NC 28117-9123 CURB PLACEMENT. SERVICE FROM POINT OF CONNECTION AT THE EXISTING C-6 CULVERT PLAN .
CONTACT: TODD BAKER -PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC CONDUITS WITH PULL LINE UP TO THE TRANSFORMER C-7 EROSION CONTROL PHASE 2
PHONE: [phone] ROPES, INCLUDING TRENCHING AND BACKFILLING, FOR THE -ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY FAX: [phone] UNDERGROUND PORTIONS OF THE PRIMARY FROM THE RISER POLE UP CABLE FOR ALL UNDERGROUND LINES UP TO THE ~ .
EMAIL: stbaker~duke-energy.com TO THE TRANSFORMER. SCHEDULE 80 PVC CONDUITS SHALL BE USED ON TRANSFORMER C-8 EROSION CONTROL PHASE 3 ee o: ee I e
THE RISER POLE AND RIGID METAL, LONG RADIUS, ELBOWS SHALL BE USED -RELOCATION OF EXISTING LINES OR POLES WILL BE WHERE THE UNDERGROUND PORTION MEETS THE RISER POLE AND TRANSFORMER PERFORMED BY THE ELECTRIC COMPANY
-CONSTRUCT TRANSFORMER PAD PER THE ELECTRIC COMPANY'S SPECIFICATIONS AUTUMN LEAF ROAD C-9 EROSION CONTROL NOTES AND CALCULATIONS _ RW.1 RW.8 SEGMENTAL RETAINING WALL DESIGN DRAWINGS
-PROVIDE AND INSTALL ALL SECONDARY SERVICE AND MATERIALS '~'C do
GS TO Gs C-10 EROSION CONTROL DETAILS ~o
SANITARY SEWER TOWN OF TROUTMAN -COORDINATE CONSTRUCTION ACTIVITIES WITH TOWN OF TROUTMAN TO ENSURE -INSPECT AND APPROVE FINAL INSTALLATION OF THE ti~ 400 NORTH EASTWAY DRIVE INSTALLATION OF UNDERGROUND LINES ARE COMPLETED PRIOR TO ASPHALT OR SANITARY SEWER SYSTEM. ti ~o C-11 SITE PLAN
AND WATER TROUTMAN, NC 28166 CURB PLACEMENT. -PROVIDE LETTER OF APPROVAL AND ACCEPTANCE. ~o
CONTACT: DAVID A, SALEEBY -PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATED -INSPECT AND APPROVE FINAL INSTALLATION OF THE PHONE: [phone] APPURTENANCES PER THE APPROVED PLANS AND TOWN OF TROUTMAN APPENDIX WATER SYSTEM. C-12 PAVEMENT MARKING AND SIGNAGE PLAN
FAX: [phone] B DESIGN STANDARDS FOR STREETS AND UTILITIES (DSFSU). -PROVIDE LETTER OF APPROVAL AND ACCEPTANCE.
EMIAL: dsaleeby®townoftroutman.org -COORDINATE REQUIRED TESTING AND INSPECTION SERVICES WITH ENGINEER OF RECORD AND TOWN OF TROUTMAN PER TOWN OF TROUTMAN APPENDIX B C-13 PAVEMENT PLAN
DSFSU.
-CONTRACTOR'S WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF C-14 GRADING AND DRAINAGE PLAN -SHEET 1
TOWN OF TROUTMAN APPENDIX B DSFSU. S~ CLONTZ HILL ROAD -CONTRACTOR SHALL PROVIDE SURVEYED AS-GUILTS PER THE TOWN OF
TROUTMAN APPENDIX B DSFSU ~p C-15 STORM DRAINAGE TABLES AND GRADING NOTES
-CONTRACTOR SHALL COORDINATE A FINAL INSPECTION WITH TOWN OF TROUTMAN AFTER TOWN OF TROUTMAN HAS INSPECTED THE INSTALLATIONS. C-16 ONSITE ROADWAY PLAN AND PROFILE -SHEET 1
-PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED APPURTENANCES y
PER THE APPROVED PLANS AND TOWN OF TROUTMAN APPENDIX B DSFSU. ~ ~ C-17 ONSITE ROADWAY PLAN AND PROFILE -SHEET 2 M
-ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALL BE INSTALLED BY A N N N
LICENSED FIRE SPRINKLER CONTRACTOR ~ -ALL PORTIONS OF OTHER NON FIRE PROTECTION RELATED LINES MAY BE C-18 UTILITY PLAN
INSTALLED BY THE PLUMBING CONTRACTOR
-CONTRACTOR SHALL TEST WATER LINES AS REQUIRED BY TOWN OF TROUTMAN C-19 UTILITY PLAN AND PROFILES -SHEET 1
APPENDIX B DSFSU PRIOR TO FINAL INSPECTION BEING REQUESTED. BACTERIA TESTS ARE ONLY GOOD FOR 30 DAYS AFTER THEY ARE TAKEN. TESTS MAY
NEED TO BE TAKEN MORE THAN ONCE. N C-20 UTILITY PLAN AND PROFILES -SHEET 2 0
w C-21 UTILITY PLAN AND PROFILES -SHEET 3
STORM SEWER TOWN OF TROUTMAN -PROVIDE AND INSTALL ALL STORM SEWER LINES, CULVERTS AND ASSOCIATED -INSPECT AND APPROVE FINAL INSTALLATION OF THE FAR 400 NORTH EASTWAY DRIVE APPURTENANCES PER THE PLANS AND SPECIFICATIONS STORM SEWER SYSTEM. Ny ~e w
TR T A 1 - F T TH P IFI TI F I F TI T - ~C< ~ OU M N, NC 28 66 RE ER 0 E S EC CA ONS OR N ORMA ON ON ALLOWABLE S ORM SEWER PROVIDE LETTER OF APPROVAL AND ACCEPTANCE. R~ ~ C-22 LIGHTING PLAN N
CONTACT; DAVID A. SALEEBY MATERIALS q~ ~1v PHONE: [phone] -COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF RECORD AND
FAX: [phone] TOWN OF TROUTMAN AS REQUIRED BY TOWN OF TROUTMAN APPENDIX B DSFSU. C-23 LANDSCAPE PLAN
EMAIL: dsaleeby~townoftroutman.org -CONTRACTOR SHALL COORDINATE A FINAL INSPECTION WITH TOWN OF TROUTMAN AFTER TOWN OF TROUTMAN HAS INSPECTED THE INSTALLATIONS.
NCDOT DIVISION 12 C-24 LANDSCAPE NOTES AND DETAILS
124 PRISON CAMP ROAD C-25 WET POND NOTES AND DETAILS -SHEET 1
STATESVILE, NC 28625
CONTACT;PAIRICK NORMAN, PE PHONE: [phone] ~ C-26 WET POND NOTES AND DETAILS -SHEET 2
emoil; pnorman~ncdot.gav
NOT TO SCALE E C-27 WET POND CROSS SECTIONS
THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL C-28 WALMART SITE DETAILS -SHEET 1
APPURTENANCES, TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED.
C-29 WALMART SITE DETAILS -SHEET 2
C-30 WALMART STORM DRAINAGE AND UTILITY DETAILS
C-31 TOWN OF TROUTMAN ROADWAY DETAILS
a NOTES: C-32 TOWN OF TROUTMAN STORM DRAINAGE AND UTILITY DETAILS
THE SITEWORK FOR THE WALMART PORTION OF THIS PROJECT SHALL MEET ~ STANDARD SITEWORK SPECIFICATIONS." SHALL MEET OR EXCEED THE "WALMART
C-33 DEVELOPER DETAILS
ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES
:D BY CODES AND/OR UTILITY SERVICE INDEX.--
w COMPANIES SHALL BE PERFORMED PRIOR TO THE ANNOUNCED BUILDING PO OF SERVICES. BUILDING POSSESSION AND FINAL CONNECTIONS
Sheet No- Sheet Title
ATTENTION IS DRAWN TO THE FACT THAT THE SCALE OF THESE DRAWINGS E DRAWINGS MAY HAVE BEEN DISTORTED
DURING REPRODUCTION THE PROCESS.
s
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED PRESENTED HEREIN, AS AN INSTRUMENT OF
SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR V CLIENT FOR WHICH IT WAS PREPARED. REUSE
v OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHOR TTEN AUTHORIZATION AND ADAPTATION BY
i KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIML E LITY TO KIMLEY-HORN AND ASSOCIATES, INC.
0 PERMIT ET
0 0
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CLIENT: ENGINEER: SURVEYOR:
a`o PREPARED IN THE OFFICE OF: C A®'®~ p
o NORTH POINT RESOURCES, LLC KIMLEY-HORN AND ASSOCIATES, INC. R.B. PHARR & ASSOCIATES, P. A. 420 HAWTHORNE LANE Kimley
n1eymHorn
124 IRON GATE CIRCLE 1919 SOUTH BOULEVARD, SUITE 100 S AL
MOORESVILLE, NC 28117 CHARLOTTE, NORTH CAROLINA 28203 CHARLOTTE, NORTH CAROLINA 28204 and As, REV. DATE REVISIONS PAGES
[phone] TEL [phone] TEL [phone] TEL N BEFORE YOU DIG -1810 FAX [phone] FAX har1,_ICENSE #F-0102 1/01II'~.,,,\0
d Associates, Inc.
00 STOP CONTACT: BRIAN FLETCHER (704) 409 OO 2010 NC LICENSE 11q/ V v\
TTE, NORTH CAROLINA 28203 ,.1q.10 DATE FILE NUMBER SHEET NUMBER TOTAL SHEETS
< TIM DOLLANDER CONTACT: JAMES P. CAMERON SUITE 100, 1919 SOUTH BLVD, CHARLOTTE, NO o CALL 1800632-0949 CONTACT: MATTHEW A. EDWARDS, P.E. PHONE: [phone] FAX: (704) 4(
1 N.C. ONE-CALL CENTER 704 409-1810 42 01-19-10 018426001 1
IT'S THE LAW V)
U COPYRIGHT © 2010
KIMLEY-HORN AND ASSOCIATES, INC.
Y HIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERNCE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASS -HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 17 18 19 20
' EROSION CONTROL NOTES: SEDIMENT AND EROSION GENERAL NOTES,
. UTILITY NOTES:
1. JURISDICTIONAL STREAMS AND WETLANDS EXIST ON THIS SITE AS DETERMINED BY THE UNTED STATES ARMY 1. TOTAL AREA DISTURBED = 60 ACRES (t) CONTROL PROCEDURES: DEMOLITION NOTES.
CORPS OF ENGINEERS (CORPS). THIS PROJECT IS COVERED UNDER A CORPS SECTION 404 NATIONWIDE PERMIT WHICH INCLUDES A NORTH CAROLINA DIVISION OF WATER QUALITY NCDWQ STORMWATER PERMIT AND 2. LIMITS OF GRADING SHOWN ON THE PLAN ARE MAXIMUM LIMITS FOR EROSION CONTROL PURPOSES 1. PRIOR TO CLEARING AND EARTHWORK ACTIVITIES THE CONTRACTOR SHALL OBTAI R HA TAI A APPR 1, THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES WITHIN THE ULTIMATE LIMITES OF 1, ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED Klmie -Horn O S LL OB N N OVED q y
( ) A IREDELL COUNTY LAND DISTURBING PERMIT, ALL THREE PERMITS CONTAIN REQUIREMENTS AND CONDITIONS ONLY, SURVEYOR TO DETERMINE ACTUAL LIMIT, GRADING PERMIT FROM IREDELL COUNTY INSPECTOR AND THEN INSTALL ALL ERC NSTALL ALL EROSION CONTROL DISTURBANCE ON-SIITE AND OFF-SITE PRIOR TO DEMOLITION AND GRADING, THE CONTRACTOR IS SPECIFICALLY UTILITIES,
THAT GOVERN CONSTRUCTION ACTIVITIES AND P05T-CONSTRUCTION MONITORING FOR THIS ENTIRE PROJECT. DEVICES SPECIFIED AND AS INDICATED ON THE DRAWINGS. DURING EACH PHASI n A olt In CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES A5 SHOWN ON THESE PLANS 15 a SS C a eS, C ING EACH PHASE OF SITE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE 2, THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING "s+91sauTN au~EVARD
CONTRACTOR SHALL OBTAIN, REVIEW, AND IMPLEMENT ALL REQUIREMENTS AND CONDITIONS NOTED THEREIN 3. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE TOWN OF TROUTMAN AND IREDELL COUNTY. CONSTRUCTION THE CONTRACTOR SHALL ADJUST, RELOCATE AND/OR REINSTALL /OR REINSTALL AS APPLICABLE ALL FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. suITE Too
` REGARDING CONSTRUCTION ACTIVITY, EROSION CONTROL DEVICES AND SEDIMENT DISCHARGE FROM THE SITE. SITE. ALL PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE IN OR ADJACENT TO THE CHARLOTTE, NORTH CAROLINA 28203 CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION PHONE: [phone]
4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY 2, THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND AS SHOWN ON THESE PLANS AND A5 ACTIVITY THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE-CALL UTILITIES LOCATION FAX: [phone] ALL EARTHWORK AREAS TO PREVENT DIRECTED BY THE OWNER. ~ ~ zmo
° 2. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE WALMART STANDARD SITE WORK ER0510N CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 2. SILT FENCE SHALL BE MAINTAINED AROUND THE PERIMETER OF ALL EARTHWORK ROADWAYS, AS APPLICABLE. SERVICE (ULOCO) AT [phone] FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE
SPECIFICATIONS' PREPARED FOR THIS PROJECT, SEDIMENT TRANSPORT ONTO ADJACENT PROPERTIES OR OFFSITE ROADWAYS, AS m 5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF 3, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE SITE,
~ " THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 3. SILT FENCE FILTER BARRIERS SHALL BE INSTALLED AND MAINTAINED UNTIL CONS " 3. ALL PUBLIC ROADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF TROUTMAN APPENDIX B: COMPLETE AND LANDSCAPING IS INSTALLED. NED UNTIL CONSTRUCTION IS PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION.
DE51GN STANDARDS FOR STREETS AND UTILITIES" LATEST EDITION. 6. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS. REFER TO ER0510N CONTROL 3, SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILITIES BE ENCOUNTERED, THE CONTRACTOR g
4, CONTRACTOR SHALL PAY ALL FEES REQUIRED FOR DEMOLITION AND HAUL-OFF FROM THE APPROPRIATE SHALL CONTACT THE OWNER IMMEDIATELY FOR DIRECTIONS,
o ORDINANCE FOR ADDITIONAL REQUIREMENTS. 4, THE CONTRACTOR SHALL IMMEDIATELY CLEANUP AND REPAIR ALL EROSION DAMi 0 4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY AND STATE REGULATIONS AND CODES AND REINSTALL ADEQUATE CONTROL MEASURES AS NECESSARY TO PREVENT RE L EROSION DAMAGE AFTER DISCOVERY AUTHORITIES. THESE FEES ARE TO BE INCLUDED WITH THE BID, TO PREVENT REOCCURRENCE OF 4, CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE WITH OWNER AND
" AND O.S.H.A. STANDARDS. 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE DAMAGE. 5, NOTES REFERENCING DEMOLITION ARE INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. Ir IS NOT RESPECTIVE UTILITY COMPANY OWNER,
OF THE TOWN OR COUNTY ENGINEERING DEPARTMENT. INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH
` 5. NO WORK WITHIN NCDOT OR TOWN OF TROUTMAN RIGHT OF WAY SHALL TAKE PLACE WITHOUT ALL PERMITS. 5. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVER` ° 4ST ONCE EVERY SEVEN CALENDAR THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK. 5, ANY PLANNED INTERRUPTION OF UTILITY SERVICE SHALL BE GIVEN A 48 HOUR NOTICE TO THE
' 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPI 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED T0, ALL UTILITIES, ;HES OF PRECIPITATION DURING ANY I P F Y I H T i I F T F T I UTILITY COMPANY AND THE OWNER.
° PREVIOUSLY APPROVED. 24 HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UN' STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS AND POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN STABILIZATION HAS BEEN OBTAINED. MAINTAINED UNTIL FINAL 6. REMOVE AND D S OSE 0 AN DEMOL S ED CONCRE E, S EEL RE N ORCMEN , ENCES, S A R5, WALLS, FOUNDATIONS, CONDUITS, LIGHT POLE BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA 6, CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO
ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST g, DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE OWNER, HIS IN AN APPROVED LANDFILL. INSTALL UNDERGROUND ELECTRIC TELEPHONE SEWER WATER AND COMMUNICATION CONDUITS. Mitt
SHALL BE INCLUDED IN BASE BID. AREAS TO BE DISTURBED SHALL BE IMPROVED PER THE CIVIL PLANS OR REPRESENTATIVE, OR THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. 6. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN POI CTICABLE IN PORTIONS OF THE SITE 7. THE CONTRACTOR SHALL CUT AND PLUG OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND CA~® ®sp
RESTORED TO THEIR ORIGINAL OR BETTER CONDITION. WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ~NENTLY CEASED, BUT IN NO CASE PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN A5 RE UIRED OR AS OTHERWISE NOTED, ALL 7, ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL POWER COMPANY STANDARDS, ~~m'~5~~ A~.~'% a a a
10. ER0510N CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION IN ACCORDANCE WITH MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF AT PORTION OF THE SITE HAS BEEN SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO m
7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY R.B. PHARR & THE REQUIREMENTS OF THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973, THE TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION OF ASSOCIATES, P.A. ALL INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR. iF THE CONTRACTOR LOCAL JURISDICTIONAL AGENCY, THE APPROVED EROSION CONTROL PERMIT, AND THESE PLANS AND RESUME WITHIN 21 DAYS. CONTRACTOR SHALL INSTALL TEMPORARY GRAVEL DRIB 1AT PORTION OF THE 51TE WILL BIDDING TO DETERMINE THE EXTENT OF SERVICE PIPING r0 BE REMOVED, Cur OR PLUGGED. 8, EACH CODE REQUIRED BFPA IS REQUIRED TO BE TESTED BY A CERTIFIED TESTER PRIOR TO PLACING SAL
DOES NOT ACCEPT EXISTING BOUNDARY, TOPOGRAPHY, OR UTILITY INFORMATION AS SHOWN ON THE PLANS, SPECIFICATIONS. CONSTRUCTION ENTRANCE AS SHOWN ON THESE PLANS. IRY GRAVEL DRIVEWAY AT EACH THE WATER SYSTEM IN SERVICE. 8. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO COORDINATE REMOVAL OR c,
WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A SURVEY BY A REGISTERED LAND SURVEYOR RELOCATION OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR 9, NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT,. CONNECTION r`~~ harf ~ o~ . ,,~2
AND SUBMIT IT TO THE OWNER FOR REVIEW. 11, SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT 7. CONSTRUCTION POINT OF ACCESS TO LIMIT DEPOSITS OF EARTH AND OTHER HAI AND OTHER HAULED MATERIALS TO COMMENCING WORK. POINTS, OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE ARE PERMITTED
WITHIN THE BOUNDARIES OF THE SITE. ALL DISTURBED AREAS SHALL BE NONEROSIVE AND SHALL BE ONTO THE ADJACENT LOT. THE CONTRACTOR SHALL ROUTINELY CLEAN ALL SEDI BETWEEN ANY WATER METER AND ITS RE UIRED BACKFLOW PREVENTER. ~,~f~tflia,ill~~,\\ CLEAN ALL SEDIMENT DEPOSITS AND Q Il
S. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY GRASSED AS SOON AS CONSTRUCTION PHASES PERMIT AND ALL SLOPES SHALL BE STABILIZED AS DEBRIS FROM ROADWAY AS THEY OCCUR. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE, p t.t4•lo
ENTRANCE LOCATIONS, EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT SOON AS P05SIBLE. SLOPES SHALL BE STABILIZED WITHIN 21 CALENDAR DAYS. PORCHES, TRUCK DOCKS, DOWNSPOUTS, INTERNAL ROOF DRAINS, GRAVEL AREAS ADJACENT TO BUILDING 1 rH r r H r P rI T I Y T TH I n 10. ALL WATER AND SEWER UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF 0. E CON RAC OR S ALL AKE ALL RECAU ON5 0 AVOD UNNECESSAR DAMAGE 0 E EXS NG ROAD TROUTMAN "APPENDIX B: DESIGN STANDARDS FOR STREETS AND UTILITIES" LATEST EDITION AND
WALLS, AND BOLLARDS IN BUILDING SIDEWALKS AND AT TRUCK WELL RETAINING WALLS. 12. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED WEEKLY AND AFTER ANY SURFACE. ~ PERMIT SET
STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24 HOUR PERIOD BUT IN GENERAL EROSION CONTROL CONSTRUCTION SEQUE NFPA STANDARD #24, )N SEQUENCE:
9. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING ' NO CASE LESS THAN ONCE EVERY WEEK. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. SUBMIT 11, ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR. 11, TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSSARY TO BE FLUSH WITH PROPOSED
CONSTRUCTION. WRITTEN REPORT WITH EACH INSPECTION TO THE OWNER. 1. PRIOR TO CLEARING AND EARTHWORK ACTIVITIES THE CONTRACTOR SHALL OBTA OR SHALL OBTAIN AN APPROVED PAVEMENT ELEVATIONS OR, IF IN GRASSED AREAS, TO BE 6" ABOVE FINISHED GROUND ELEVATIONS
EROSION CONTROL DEVICES 12. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS WITH WATER TIGHT LIDS.
10. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. ANY GRADING - GRADING PERMIT FROM IREDELL COUNTY AND THEN INSTALL ALL EROSION CONTI 13. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCING WHEN IT BECOMES 6 INCHES DEEP AT SPECIFIED AND AS INDICATED ON THE DRAWINGS. DURING EACH PHASE OF SITE BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING AND DRAINAGE PLAN WITHOUT THE FENCE. THE FENCING WILL BE REPAIRED AS NECESSARY TO MAINTAIN SUFFICIENT BARRIER. I PHASE OF SITE CONSTRUCTION THE DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE
AUTHORIZATION IS SUBJECT TO A FINE. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION CONTRACTOR SHALL ADJUST, RELOCATE AND/OR REINSTALL AS APPLICABLE ALL APPLICABLE ALL EROSION CONTROL OWNER, OTHERS, AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE 12. CONTRACTOR SHALL COORDINATE ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND TEMPORARY SERVICE HAS BEEN PROVIDED. SPECIFICATIONS. E
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS AND THE TOWN OF TROUTMAN. DEVICES AND SEDIMENT DISCHARGE FROM THE SITE. 14, ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE
PLANS AND SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 2. SILT FENCE SHALL BE MAINTAINED AROUND THE PERIMETER OF ALL EARTHWORK
11. ALL STANDARD NUMBERS REFER TO THE NCDOT STANDARD DETAILS AND SPECIFICATIONS AND THE TOWN OF ALL EARTHWORK AREAS TO PREVENT 13. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING 13, LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. EXCAVATION, CONTACT THE OWNER IMMEDIATELY BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA. ABLE.
TROUTMAN DETAILS. SEDIMENT TRANSPORT ONTO ADJACENT PROPERTIES, AS APPLICABLE. 15. ALL DRAINAGE SWALES MUST BE GRASSED AND RIP-RAP MUST BE REPLACED AS REQUIRED TO 14, ASBESTOS, HAZARDOUS MATERIAL, CONTAMINATED SOIL, OR PETROLEUM PRODUCT, IF FOUND ON SITE, SHALL BE 14, SANITARY SEWER PIPE SHALL BE AS FOLLOWS:
CONTROL EROSION. RIP-RAP WILL CONSIST OF 50 TO 125 POUND STONES PLACED AT ALL HEADWALLS, 3, SILT FENCE FILTER BARRIERS SHALL BE INSTALLED AND MAINTAINED UNT1L CON`, 12. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN THE AND WHERE NOTED ON CONSTRUCTION DRAWINGS. NED UNTIL CONSTRUCTION IS REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR AND DISP05ED OF IN A LEGAL MANNER AT A 8" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP
ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO COMPLETE AND LANDSCAPING IS INSTALLED. LICENSED A FACILITY PERMITTED TO ACCEPT THE MATERIAL. ALL REMOVAL AND REMOVAL DOCUMENTATION 8" PVC SDR26 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP
PROCEEDING. 16. ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS DIRECTED BY THE SHALL BE IN ACCORDANCE WITH FEDERAL AND STATE REGULATIONS. IF ANY OF THE AFOREMENTIONED WA5TE5 6" SCHEDULE 40
4. THE CONTRACTOR SHALL IMMEDIATELY CLEANUP AND REPAIR ALL EROSION DAM. LOCAL JURISDICTIONAL INSPECTOR. AND REINSTALL ADEQUATE CONTROL MEASURES AS NECESSARY TO PREVENT RE L EROSION DAMAGE AFTER DISCOVERY ARE FOUND ON-SITE, FIRST CONTACT THE OWNER PRIOR TO ANY REMOVAL AND DISPOSAL. DUCTILE IRON PIPE PER ANSI/AWWA CISI/A21,51
13. CONTRACTOR SHALL POST ASSIGNED BUILDING PERMIT NUMBER AND ADDRESS ON BUILDING. DAMAGE. TO PREVENT REOCCURRENCE OF
17. WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE: 15. WATER LINES SHALL BE AS FOLLOWS: F CULVERT CONSTRUCTION SEQUENCE: _
14, ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THE 15LANDS THAT ARE TO HAVE CURB & A. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY BUILDING OR OTHER EXCAVATION SPOIL GUTTER ARE SHOWN ON THE CONSTRUCTION DRAWINGS. ALL REMAINING ISLANDS ARE TO BE STRIPED AS 5. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVER' 4 PVC AND LARGER PER AWWA C 909, CLASS 200 AST ONCE EVERY SEVEN CALENDAR DUCTILE IRON PIPE PER ANSI AWWA CISI A21.51
DIRT, CONSTRUCTION TRASH OR DEBRIS, ETC., FROM THE DRAINAGE AREA SHOWN HEREON IN A DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIP SHOWN. EXPEDITIOUS MANNER AS CONSTRUCTION PROGRESSES. / / ,HES OF PRECIPITATION DURING ANY 1, INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PHASE 1 EROSION CONTROL PLANS. rn
24 HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UN B. THE CONTRACTOR HEREBY AGREES TO STOP ALL WORK AND RESTORE THESE IMMEDIATELY UPON STABILIZATION HAS BEEN OBTAINED. MAINTAINED UNTIL FINAL z 0
15. ALL CURBED RADII ARE TO BE 10 UNLESS OTHERWISE NOTED ON THE SITE PLAN OR ARCHITECTURAL PLANS. NOTIFICATION BY THE LOCAL JURISDICTIONAL INSPECTOR AND/OR THE OWNER. 2, INSTALL TEMPORARY PIPE ADJACENT TO WORK AREA. EXCAVATION MAY BE REQUIRED TO PROVIDE A BACKFLOW PREVENTION NOTES: N
STRIPED RADII ARE TO BE 5' UNLESS OTHERWISE NOTED ON THE SITE PLAN. 6. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PO POSITIVE DRAINAGE SLOPE FROM THE UPSTREAM TO DOWNSTREAM SIDE. w ~CTICABLE IN PORTIONS OF THE SITE 1, THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPARTMENT o!
18. FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION AND STABILIZATION WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ~NENTLY CEASED, BUT IN NO CASE 3, CONNECT THE DOWNSTREAM TEMPORARY PIPE INTO THE DOWNSTREAM EXISTING CHANNEL. PLACE CONNECTION POINTS OR OTHER WATER-USING APPURTENANCES CONNECTED r0 THE SUPPLY LINE BETWEEN ANY
16. ALL DIMENSIONS AND RADII ARE REFERENCED TO THE FACE OF CURB UNLESS OTHERWISE NOTED. ALL SHALL BE REQUIRED AS PER LOCAL JURISDICTIONAL EROSION CONTROL LAWS. MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF AT PORTION OF THE SITE HAS BEEN OUTLET OF PIPE TO MINIMIZE EROSION AT THE DISCHARGE SITE OR PROVIDE TEMPORARY ENERGY WATER METER AND ITS REQUIRED BACKFLOW PREVENTER.
BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE. TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION OF TAT PORTION OF THE SITE WILL ~ ~
19. ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING RESUME WITHIN 21 DAYS. CONTRACTOR SHALL INSTALL TEMPORARY GRAVEL DRI' 17. WALMART STANDARD OUTDOOR LIGHTING WILL BE UTILIZED ON THE SITE. THIS LIGHTING WILL BE COMPLIANT CONSTRUCTION AND SHALL BE MAINTAINED IN PROPER WORKING ORDER UNTIL ALL DISTURBED AREAS T H DISSIPATION MEASURES. a IRY GRAVEL DRIVEWAY A EAC 2. EACH REQUIRED BACKFLOW PREVENTER ASSEMBLY 15 REQUIRED TO BE TESTED BY AN APPROVED CERTIFIED p
WITH THE BUILDING DESIGN AND LIGHT ALL PUBLIC USE AREAS ADJACENT TO THE BUILDING. ARE STABILIZED AND GROUND COVER IS ESTABLISHED. CONSTRUCTION ENTRANCE PADS SHALL BE 7. CONSTRUCTION POINT OF ACCESS TO LIMIT DEPOSITS OF EARTH AND OTHER HA 4, CONNECT THE UPSTREAM TEMPORARY PIPE INTO THE UPSTREAM EXISTING CHANNEL. TESTER PRIOR TO PLACING THE WATER SYSTEM INTO SERVICE. DOCUMENTATION OF THE TESTING MUST BE
INSTALLED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE. ONTO THE ADJACENT LOT. THE CONTRACTOR SHALL ROUTINELY CLEAN ALL SEDI AND OTHER HAULED MATERIALS SUBMITTED TO THE LANCASTER COUNTY WATER AND SEWER DISTRICT BEFORE CERTIFICATE OF OCCUPANCY WILL ~ CLEAN ALL SEDIMENT DEPOSITS AND I TA I P R I IK A H APPR XI AT Y FT I I FR TH P TR A A BE ISSUED, z
18. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. CONTRACTOR SHALL STUB CONDUIT AND WIRING TO THE DEBR15 FROM ROADWAY A5 THEY OCCUR. 5. NS LL M E V OUS D E S S OWN ( O M EL 5 M N MUM OM E U 5 E M ND
PYLON SIGN LOCATIONS AS PART OF THIS CONTRACT, 20. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT ON DOWNSTREAM CULVERT INVERTS) AND DIVERT EXISTING CHANNEL INTO THE TEMPORARY PIPE. 3. REFER TO APPROVED LIST OF BACKFLOW PREVENTERS BY NCDENR, AND THE TOWN OF TROUTMAN,
SITE WHENEVER LAND DISTURBING ACTIVITY IS IN PROGRESS. PHASE 1 v
GRADING NOTES: " 6. CONSTRUCT CULVERT AS SHOWN, INCLUDING WINGWALLS. J
21. INSTALL SILT FENCE ALONG THE DOWNSTREAM SIDE OF ALL PROPOSED CUT AND FILL CONSTRUCTION g, THE FOLLOWING CONSTRUCTION SEQUENCE IS FURNISHED AS A GENERAL GUIDE RA I F R PR PARATI ~ GENE L GU DE 0 E ON 7• UPON COMPLETION OF CONSTRUCTION REMOVE THE IMPERVIOUS DIKES, ' TOWN OF TROUTMAN WATERLINE NOTES. H
1. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY AND AS INDICATED ON PLANS. OF A SEQUENCE OF CONSTRUCTION EVENTS. ADDITIONS DELETIONS AND MODIF ONS AND MODIFICATIONS SHOULD BE y
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE MADE AS APPROPRIATE. CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN 22. A TEMPORARY DIVERSION SWALE MAY BE USED IN LIEU OF SILT FENCE WHERE RUNOFF CAN BE 8. CONSTRUCT ROADWAY FILL AND INSTALL REQUIRED EROSION CONTROL MEASURES. 1, CONCRETE BLOCKING (3000 PSI) TO BE PLACED AT ALL BENDS OR AS REQUIRED. W
ON THE PLANS. DIRECTED TO A TEMPORARY SEDIMENT TRAP. 9. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE IREDELL EROSIC IREDELL EROSION CONTROL DIVISION, V
2. STANDARD DEPTH OF COVER TO BE 42 INCHES EXCEPT AT VALVE OR HYDRANT LOCATIONS OR
2. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL 23. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM REQUIRED MAINTENANCE OF ALL EROSION AND 10. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH ER0510N CONTROL 0510N CONTROL INSPECTOR WITH OTHER SPECIAL SITUATIONS. COVER IS BASED ON ELEVATION BELOW EDGE OR PAVEMENT OR AS W WET POND MAINTENANCE SCHEDULE. ~ r INDICATED ON THE PLANS.
PER THE PROJECT GEOTECHNICAL ENGINEERS SPECIFICATIONS. CONTRACTOR TO FOLLOW GEOTECHNICAL SEDIMENT CONTROL DEVICES TO ENSURE THEIR FUNCTION AT ALL TIMES. IREDELL COUNTY TO DISCUSS EROSION CONTROL MEASURES. THIS MEETING SHp IIS MEETING SHALL BE SCHEDULED A ~ N
EVALUATION REPORT PREPARED BY 5&ME DATED DECEMBER 3. 2007. FILL MATERIAL SHALL BE APPROVED BY MINIMUM OF 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY. THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 24. CONTRACTOR SHALL MAINTAIN ALL ER0510N CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS fY, p p I P T P 4" 4~ T ~ ~ 1, AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY; 3. ROWIDE OURED N LACE CONCRE E ADS (2 X 2 X 6'~ A ALL VALVE BOXES, y W z
BEEN ESTABLISHED. 11, FLAG ALL THE PHASE 1 LIMITS OF CONSTRUCTION AND ANY OTHER BUFFERS. C+ IER BUFFERS. CONTRACTOR IS TO W ~ ~
3. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE STABILIZATION STAY WITHIN THE LIMITS OF CONSTRUCTION AT ALL TIMES. ANY NEED TO CROSS 11 I P T TH T T TI A I Y T F R I T A ATI R I TRA H 4. EXTENSIONS FOR VALVE BOXES, WHEN REQUIRED, ARE TO BE VALVE BOXES. ~ ~ ~ NEED TO CROSS THIS LIMIT LINE WILL . • NS EC EWE DE EN ON B S N S S EM 0 SED MEN CCUMUL ON, E OS ON, S ~ _
ON ALL SLOPES STEEPER THAN 3:1. 25. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE NEED TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO ANY CRI IOR TO ANY CROSS OVER. ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION. z N
SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM 1,2. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT THE DRAW DOWN OF THE 5. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO THE STANDARD ~ W _ o:
4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS ENCOUNTERED. THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL 12. INSTALL TEMPORARY CONSTRUCTION EXIT (WITH ASSOCIATED CONSTRUCTION ENT VSTRUCTION ENTRANCE SIGN. USE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAY AS DESIGNED. DETAILS OR AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. ~ p Z NO
CONTRACTOR SHALL BE 50LEY RESPON516LE FOR COMPLYING WITH ALL BLASTING AND SAFETY REQUIREMENTS AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. ROCK OR WASHED STONE TO BRING CONSTRUCTION EXIT TO GRADE. IMPLEMENI IDE. IMPLEMENT WHEEL WASHES _ 6. PAVEMENT CUTS ARE TO BE REPLACED IMMEDIATELY AFTER BACKFILLING OF INITIAL CUT EITHER WITH ~ ~
THROUGHOUT ALL PHASES OF CONSTRUCTION. PREPARE TEMPORARY PARKING A 5. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 26. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR OR HAS BEEN NEARBY. 'ARY PARKING AND STORAGE AREA 2, REPAIR ERODED AREAS IMMEDIATELY, RE SEED THE EMBANKMENT AS NECESSARY TO MAINTAIN GOOD VEGETATIVE COVER. MOW VEGETATIVE COVER ON EMBANKMENT TO MAINTAIN A MAXIMUM PERMANENT REPLACEMENT OR A TEMPORARY REPLACEMENT OF 10°OF BASE,
PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE d HEIGHT OF SIX INCHES, REMOVE TRASH AS NEEDED.
6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 EQUAL TO THAT OF THE ORIGINAL APPLICATION. 13. INSTALL SILT FENCE AND TREE PROTECTION CLEARING ONLY AS NECESSARY TO 7. REPAIRS TO MAIN BREAKS: NECESSARY TO INSTALL THESE
FOOT. DEVICES. 3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I,E. CATCH BASINS, PIPING, SWALES, RIP RAP, ETC.,) SOLID SLEEVES TO BE USED FOR CONNECTING SPIGOT ENDS SHALL BE OF THE LONG BODY TYPE.
27. PERFORM A FINAL DEMUCKING OF ALL SEDIMENT CONTROL DEVICES BEFORE DEMOBILIZATION. QUARTERLY TO MAINTAIN PROPER FUNCTIONING. ALL REPAIRS SHALL BE INSPECTED BY THE TOWN BEFORE BACKFILLING. ~
7. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 14. INSTALL SEDIMENT BA51NS W ASSOCIATED RISER, BARREL W RIP-RAP APRO RIP-RAP APRON), ANTI-SEEP 8. IN ANY INSTANCE WHERE IT WILL BE NECESSARY TO HAVE THE WATER SHUT OFF ON EXISTING MAINS z
PAVINGICURBING NOTES: COLLAR, EMERGENCY SPILLWAY, TRASH RACK, AND JUTE NETTING BAFFLES], CLE 8. ALL SPOT GRADE ELEVATIONS IN CURB AND GUTTER REPRESENT GUTTER FLOWLINE ELEVATION AT FACE OF CURB G BAFFLES, CLEARING ONLY AS 4, REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ALONG THE DAM EMBANKMENT. W ] IN ORDER TO MAKE ATIE-IN, THE SHUT OFF MUST BE DONE BY TOWN FORCES, AND SCHEDULED 48
" NECESSARY TO INSTALL THESE DEVICES. INSTALL SEDIMENT TRAPS (W/ ASSOCI UNLESS OTHERWISE NOTED (ADD 6 FOR TOP OF CURB). ALL SPOT GRADE ELEVATIONS AT EDGE OF MONOLITHIC , Z 4PS (W/ ASSOCIATED SPILLWAY). HOURS IN ADVANCE.
" 1. WHERE PROPOSED CURB AND GUTTER TIES TO EXISTING CURB OR CURB AND GUTTER, A TRANSITION OF 10 SHALL IMMEDIATELY STABILIZE THE SLOPES OF RISER BASINS AND TRAPS. INSTALL TE SIDEWALKS REPRESENT ASPHALT ELEVATION AT BASE OF 51DEWALK UNLESS OTHERWISE NOTED (ADD 6 FOR 'S, INSTALL TEMPORARY DIVERSION 5. REMOVE INVASIVE AND DEAD VEGETATION IN THE LITTORAL SHELF AND REPLANT AS NECESSARY,
BE MADE TO CONFORM TO THE EXISTING HEIGHTS AND SHAPES. DITCHES (W/ CHECK DAMS) AND TEMPORARY SLOPE DRAINS (W/RIP-RAP APRO SIDEWALK ELEVATION). SEDIMENT BASIN AND TRAP. 5EE THE ER0510N CONTROL DETAILS SHEET FOR [ /RIP-RAP APRONS) FOR EACH 6. REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM SEMIANNUALLY OR WHEN 9• WHEN A WATER MAIN CROSSES AN EXISTING SEWER MAIN, THE CONTRACTOR IS TO REPLACE THE
2. BEFORE ANY EARTHWORK 15 DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF PAVEMENT CALCULATIONS. DEMOLITION OF EXISTING MATERIALS MAY ONLY OCCUR IN AREA LS SHEET FOR DETAILS AND THE DEPTH IS REDUCED TO 75~ OF THE ORIGINAL DESIGN DEPTH. REMOVED SEDIMENT SHALL BE SEWER PIPE SPANNING THE DITCH WITH DUCTILE PIPE WHEN THE FOLLOWING CONDITIONS OCCUR: OCCUR IN AREAS WHERE BEST DISPOSED OF IN A APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER THAT WILL NOT ANYTIME A WATER MAIN IS INSTALLED UNDER A SEWER MAIN.
9. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING MANAGEMENT PRACTICES ARE TO BE CONSTRUCTED. TREES AND GROUNDCOVEF D GROUNDCOVER MAY BE REMOVED ADVERSELY IMPACT WATER QUALITY I,E, STOCKPILING NEAR A WET DETENTION BASIN OR STREAM WHEN A WATER MAIN IS OVER A SEWER MAIN AND THE VERTICAL DISTANCE BETWEEN THE TWO MAINS
CONTRACTOR PRIOR TO GROUND BREAKING. AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. ONLY AS NECESSARY FOR STOCKPILING. , ( , IS 18 OR LESS. K ~
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL 3. ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTED TO A MINIMUM 15. BEGIN DEMOLISHING THE REMAINING OF ONSITE BUILDINGS, STRUCTURES, PIPES, ETC.), W
REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION. DENSITY OF 100 PERCENT OF ASTM D-1557 DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS OTHERWISE SHOWN SHOWN ON THE PHASE 1 PLAN ONLY. CTURES, PIPES, AND PAVEMENT AS 10. WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 10 HORIZONTAL SEPARATION FROM SEWER ~ 7. PERFORM ANNUAL INSPECTION OF THE POND (ANNUAL INSPECTION REPORTS TO BE KEPT BY THE LINES UNLESS OTHERWISE ALLOWED BY THE STATE. WHERE THIS IS NOT POSSIBLE AS DETERMINED D D ~
, Z OWNER.) PRIOR TO INSPECTION, NOTIFICATION MUST BE GIVE TO STORM WATER SERVICES, BY THE STATE, BOTH THE WATER LINE AND SEWER LINE SHALL BE DUCTILE IRON PIPE. W ' ~
11 T T H TH TH Y T T ITI T I TI RA ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. FILL SHALL BE PLACED AND . CON RAC OR S ALL BLEND NEW EAR WORK SM00 L 0 RANS ON BACK 0 EXS NG G DE. PAT I AXI " IFTS. IN AREAS WHERE ROCK IS ENCOUNTERED AT FINAL SUB GRADE ELEVATION 16. BEGIN INSTALLATION OF THE PERMANENT CULVERT SHOWN IN THIS PHASE FOR I IIS PHASE FOR KERR BRANCH BEING O O ~
COM C ED N M MUM 8 L , THE EXPOSED ROCK SHALL BE TOPPED WITH A LEVELING COURSE OF SANDY CLAY OR CLAYEY SAND (P.I, SURE TO LIMIT DISTURBANCE A5 MUCH AS POSSIBLE. v N~ o 11. WATER LINES SHALL BE DISINFECTED AND HYDROSTATICALLY TESTED IN ACCORDANCE WITH ALL ~
12. LIMITS OF CLEARING SHOWN ON GRADING AND DRAINAGE PLAN ARE BASED UPON THE APPROXIMATE CUT AND T T T I T Z aoONN S A E AND OWN REQU REMEN S. ~ z N
FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS. BETWEEN 4 AND 15) AS NEEDED TO PROVIDE A SMOOTH SURFACE FOR PAVING. 17. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION STORM DRAINAGE. . , 11N ALL EROSION CONTROL DEVICES Z ~ ~ p z
4. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS 15 AND STRUCTURES TO MINIMIZE EROSION. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING 0 ~ vi OOp 1• STORM DRAINAGE WITHIN THE PROJECT SHALL BE REINFORCED CONCRETE PIPE AS SHOWN ON THE L F ~ z N Z a
AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT. TRAFFIC CONTROL. ~ ~ a WN DRAINAGE CHART, rn ~~~F
PHASE 2 PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS 1, THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, a o ~ ~ ~ o
NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS. 5. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED OF THE SITE. MAINTAIN POSITIVE 2• PIPE LENGTHS INDICATED ON THE PLANS ARE APPROXIMATE ONLY. T FFI T F I T P T P F T FFI IR Y TH RTH N p ~ RA C MEN, E C., OR MAN ENANCE AND RO EC ON 0 RA CAS REQU ED B ENO ~ o F
BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE NOMINATION OF THE TESTING LABORATORY AND THE 18. CONTINUE CLEARING, GRUBBING, STRIPING, AND ROUGH GRADING OF THE SITE. PAYMENT OF SUCH TESTING SERWICES SHALL BE MADE BY THE CONTRACTOR. THE OWNER SHALL APPROVE THE FLOW TO ALL SEDIMENT BA51NS AND TRAPS THROUGHOUT CONSTRUCTION. TRUCTION. CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT), ~ ~
14. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING AND MOISTURE CONDITIONING , 3• SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED x
NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. LABORATORY NOMINATED TO DO THE TESTING OF MATERIALS. IT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF19. INSTALL SEDIMENT BASIN #3 AND SEDIMENT TRAP #8 [W/ ASSOCIATED RISER, E NECESSARY BY THE INSPECTOR, ~ W ~CIATED RISER, BARREL (W/ RIP-RAP 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, FOR DETAILS OF 0 J
THE TOWN'S SPECIFICATIONS. APRON), ANTI-SEEP COLLAR, EMERGENCY SPILLWAY, TRASH RACK, AND JUTE NI 15. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE ALONG WITH ASSOCIATED DIVERSION DITCHES AND SLOPE DRAINS. ;K, AND JUTE NETTING BAFFLES] 4, STANDARD TRAFFIC CONTROL SIGNS AND STANDARDS. ~ UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN
ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE ADDITION TO OTHER APPLICABLE CRITERIA; ~
CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. 6. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC BILLET STEEL CONFORMING TO ASTM A-615, GRADE 60, AND 3. ALL ROAD IMPROVEMENTS ON US HIGHWAY 21, SHALL BE COORDINATED WITH NCDOT PRIOR TO THE ~T ALL TEMPORARY DIVERSION COMMENCEMENT OF THE WORK IN THE PUBLIC RIGHT-OF-WAY, M
SHALL BE SUPPORTED BY BAR CHAIRS. 20. BEGIN GRADING FILL SLOPES. MAINTAIN AND VERTICALLY ADJUST ALL TEMPORA H H T T P T A• NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME, ~ ROUG OU CONS RUC ON 0 W
i6. UNLESS OTHERWISE STATED ON THE CONSTRUCTION DOCUMENTS OR GEOTECHNICAL REPORT ALL FILL TO BE DITCHES, ROCK CHECK DAMS, SLOPE DRAINS AND SILT FENCE THROUGHOUT COP ' MAINTAIN A DRAINAGE PATTERN AWAY FROM SLOPES. 4, THE CONTRACTOR SHALL CONTACT THE NCDOT TO IDENTIFY ANY CONFLICTS WITH TRAFFIC o'
COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTER MAXIMUM DRY DENSITY. THE CONTRACTOR IS 7. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES ON PUBLIC STREETS SHALL CONFORM TO RESPONSIBLE FOR COORDINATING WITH THE OWNER A SUFFICIENT AMOUNT FIELD AND LABORATORY TESTING TO MUTCD, NCDOT, AND TOWN OF TROUTMAN STANDARDS. orri~i IAICTAI l IAI/` rur ?C~IIAAICAIT CT/1~11 cruiro cvcrru AAIl1 w.. nruro r.. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. a SIGNALIZATION EQUIPMENT,
AI I (1 TLICD IITII ITICC AC TUC CITC IC
ENSURE THAT THIS AND OTHER REQUIREMENTS ARE MET. L . ULUill 1J MLL L \IVIMIL111 J IUMV1 JLIILI\ J J LY M VU MLL V L \ U L MLL V L \ V IILI IILJ „J 111L L J C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED
8. REFER TO THE DETAIL SHEETS FOR DETAILS OF ON-SITE SIGNAGE, STRIPING, AND PAVEMENT MARKING. REFER TO BROUGHT TO GRADE. PROTECT INLETS WITH APPROPRIATE STANDARD DEVICES kNDARD DEVICES OR MEASURES AS SEDIMENT TRAPPING DEVICE OR BOTH AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY 5. CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH ALL DIVERSION DITCHES UNTIL SUCH AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. THE STANDARDS OF THE NCDOT.
SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. SHOWN ON THE PLANS. CONTRACTOR TO MAINTAIN AND UTILIZE ALL DIVERSION 17. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR ANY POND/WETLAND LININGS TIM AS THE RESPECTIVE PERMANENT STORM SEWER IS INSTALLED WITH THE ASS D WITH THE ASSOCIATED INLET
NECESSARY TO PREVENT PERCOLATION. UNLESS OTHERWISE STATED IN THE GEOTECHNICAL ENGINEER'S REPORT, PROTECTION.
CONTRACTOR SHALL PLACE A MINIMUM 12" THICK ENGINEERED SOIL LINER ALONG THE INTERIOR OF ALL POND 9• ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA REQUIREMENTS. D. MATERIAL USED FOR BACK-FILLING TRENCHES SHALL BE PROPERLYCOMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. N
SLOPES COMPRISED OF ON-SITE SILTS AND CLAYS. THE ENGINEERED SOIL LINER SHALL BE COMPACTED TO AT ACCESSIBLE SIGNS WITH A "VAN" MARKING SHALL HAVE ADDITIONAL SIGN MOUNTED ABOVE THE SYMBOL OF PHASE 3 ACCESSIBILITY SIGN DENOTING VAN ACCESSIBILITY. REFER TO THE DETAIL SHEETS.
LEAST 95% OF THE STANDARD PROCTER MAXIMUM DRY DENSITY WITH 2% OPTIMUM MOISTURE CONTENT.
`n W 22. BEGIN INSTALLATION OF PAVEMENT AND CURBS. MAINTAIN POSITIVE DRAINAGE ITl T E. RESTABALIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT VE DRAINAGE 0 SEDIMENT BASINS CONTROL REGULATIONS.
Z 18. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. 10. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON CURB. AND TRAPS. J PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
W 23. CONTRACTOR TO DILIGENTLY AND CONTINOUSLY MAINTAIN ALL ERSOION CONTROI RETAINING WALL NOTES. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH, LLI R5010N CONTROL DEVICES AND I-
19. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE IAINTAIN CLOSE CONTACT WITH THE 5, ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER
W PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND. MINIMUM PAVEMENT GRADES 1, DESIGN OF ALL RETAINING WALLS IS TO BE PER NC BUILDING CODE SECTION 1610.3. IREDELL COUNTY INSTPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFOMR AN BE PERFOMRD AT APPROPRIATE ACCURATE METHOD,
cn SHALL BE 1%. MAXIMUM PAVEMENT GRADES IN ADA AREAS SHALL BE 2%. MAXIMUM GRADES IN ALL OTHER STAGES OF CONSTRUCTION. PARKING AREAS SHALL BE 37o. MAXIMUM GRADES ALONG TRUCK ROUTES SHALL BE 57.. MAXIMUM GRADES ALONG 2 DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY AN NC LICENSED ENGINEER WILL BE z
ALL OTHER DRIVEWAYS SHALL BE 87.. MINIMUM PAVEMENT GRADES FOR CONCRETE APRONS OR CURBS SHALL BE 24. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIV J WITH PROTECTIVE COVER SUFFICIENT 6, ALL PIIPES SHALL BE BEDDED PER MANUFACTURER'S RECOMMENDATIONS. p
SUBMITTED TO THE LOCAL AUTHORITY PRIOR TO CONSTRUCTION. 0.50%. TO RESTRAIN EROSION WITHIN 15 CALENDAR DAYS AFTER THE COMPLETION OF , Q COMPLETION OF ANY PHASE OF Z <
3. AN NC LICENSED ENGINEER MUST PERFORM CONSTRUCTION OBSERVATION, VERIFYING IN A SEALED GRADING. ALL AREAS UPON WHICH NO FURTHER LAND DISTURBING ACTIVITY WII ING ACTIVITY WILL BE UNDER TAKEN A MINIMUM GRADE OF 0.50% SHALL BE MAINTAINED ONALL STORM DRAINAGE PIPES.
° 20. ALL FILL MATERIAL, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES, TOPSOIL, AND ANY ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER WITHIN 21 CALEND! LETTER TO THE LOCAL AUTHORITY THAT RETAINING WALLS ARE CONSTRUCTED PER THE ENGINEERING HIN 21 CALENDAR DAYS. W 8. ALL STORM PIPE ENTERING DRAINAGE STRUCTURES SHALL BE GROUTED WITH NON-SHRINK GROUT TO ENSURE
OTHER UNSATISFACTORY MATERIAL SHALL BE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE BELOW E DRAWINGS IN COMPLIANCE WITH SECTION 1610.3 OF THE NORTH CAROLINA BUILDING CODE. m z CONNECTION AT STRUCTURE IS WATERTIGHT, LLI
BUILDING. 25. STABILIZE AS AREAS ARE BROUGHT TO FINISHED GRADE. U m
21. ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE FROM THE 26. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSIO 0 )VAL OF EROSION CONTROL 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC V
INDEPENDENT TESTING LABORATORY (ITL) TO DETERMINE WHETHER UNSATISFACTORY MATERIAL MUST BE REMOVED. MEASURES. BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE
E ALL UNSATISFACTORY MATERIAL SHALL BE REMOVED, BACKFLLED AND CDMPACTED AS REQUIRED BY THE ITL'S LABELED "STORM SEWER".
GEOTECHNICAL REPRESENTATIVE. 27. BEGIN CONSTRUCTION OF RETAINING WALLS. CONTRACTOR TO PROPERLY PHASE 0 'ROPERLY PHASE THE RETAINING WALL 10, ALL DRAINAGE STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MOTAR INVERT FROM INVERT IN TO INVERT P
CONSTRUCTION SO THAT UTILITIES DO NOT INTERFERE WITH WALL TIE BACKS. O L TIE BACKS. OUT.
O O w
U, 28. AS THE MAJOR FILL SLOPE ON THE NORTH SIDE OF KERR BRANCH IS BROUGHT GRADES AND DIVERSION DITCH #21 IS INSTALLED, MODIFY SEDIMENT TRAP #5 Ff CH IS BROUGHT TO NEAR FINAL 11, ROOF LEADERS SHALL BE TIED INTO THE PROJECT STORM DRAINAGE SYSTEM AS SHOWN. CONNECTION OF THE -i ENT TRAP #5 FROM PHASE 1 TO ROOF DRAIN LEADERS TO THE STORM DRAIN SYSTEM SHALL BE A WATERTIGHT CONNECTION, CONTRACTOR SHALL ~
SEDIMENT TRAP #5A AND REMOVE SEDIMENT TRAP #4. MODIFY SEDIMENT BASIP 0 SEDIMENT BASIN #2 FROM PHASE 1 COORDINATE ROOF DRAIN GRADES AND LOCATIONS WITH THE ARCHITECTURAL PLANS AND THE BUILDING
a TO SEDIMENT BASIN #2A. .o DESIGNED BY: gRRITCM CONTRACTOR.
m DRAWN BY: TCM
U, 12. THE PLAN DETAILS PIPES UP TO 5 FT. FROM THE BUILDING FACE. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING CONNECTIONS. CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY, CHECKED BY: MAE
0 r O DATE:
U 01-19-10 BEFORE YOU DIG
O N 00 00
O STOP PROJECT#: 018426001
1 W ° CALL 1800 632-4949 N.C.
J W ONE-CALL CENTER ITS THE LAW C-2
N U
Y
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLE! ATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20
Kiml -Horn A e
INTERSTATE TERSTATE HWY 77 and Assoaates Inc
'N U VARIABLE PUBL (VARIABLE PUBLIC R/W) Nc ucENSE /F-olaz ~ 1919 SOUTH BOULEVARD
(HWY PROJ. 8.1~ (HWY PROJ. 8.1640901) suITE 100 CHARLOTTE, NOR1H CAROLINA 28203
U PHONE: [phone] FAX [phone]
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BLl 310.54 1 7 ' \ ~ ACREAGE TABLE N 9 625W / 10 UTILITY BASEMENT (TYP;) o / ~ , - \ % / / LOWES HOME CENTERS INC \ / D.B. 1760 PG. 1715 GRAPHIC C ALE ~
Bl2 looao N2oroo'18•W \ CENTERLINE OF ; _ , / _ BU 24543 N19ZT51"W _ ? PIN 4140938890 O u _ / / ~ ZONED: H-8 -100 o so 100 20o w
ExISTINC usE vncANr Bu 15m sn•a3'ts'w ~ STREAM (TYP,) u ~ l r / ~ Z - - LOT #3 _ _ _ Y ~
PROPOSED USE COMMERCIAL BLS 2tt.n N1921'a2~W m ! = f BL6 135.42 N1836'14 W I~ I _ 1 . ~ ZONING HB HIGHWAY BUSINESS J ' r f/.,. _ \
BL7 4520 N66ro0'S5•E .~0 ~ PROPERTY AREA 85.D1 ACRES BL8 t74.7o N19'S0'33'w - - , - , 1,21A _ , . - _ , \ \ (IN FEET )
• LOT #1 PARKING REQUIREMENTS 3.5 SPACES 1000 SQ. FT. OF BUILDING BL9 45th 5653616•W / „ , / A ' " / 10 ~ a~ 1 inch = 0 ft.
BL10 161.72 N19'I639 W ~ e ~ , ~ _ BLII 59.83 N20'32'28•W ~ 19.47 AC - ~ , _ \ _ ~ . r _ /
_ , BL12 513 S70'39'09•W rr. _ ~ , BL13 169.62 N2659'57•W _ _ _ ~ ~
MINIMUM LOT WIDTH N A Bua tesot N2659'57•W _ , I O ~ / ~ WIGGINS REAL / ~ ~ , \ v - 15.0' BUILDING 15.0' BUILDING K '7 66.0' PUBUC ROW ESTATE LLC " ` - ~ ~ + SETBACK SETBACK
BL15 97.51 N28'48'1TW / MINIMUM LOT SIZE N A Bus v2oa ~ ~ N28,5643.W _ W D.B. 1776, PG 450 - \ ~ I I ~ ,
STREET FRONTAGE 35 FT ! °o" v BL11 60.11 N32'48'50•W / ~ I FRONT SETBACK 15 FT eL18 39517 $61roe'14"W PW: 4740934289 \ \ o 1,0' 6.5' PLANTER 6.5' PLANTER 1,0' , O O ~ ZONED: GB CUD ~S ~ ,R 10 10.0 Z
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TOTAL LOT AREA 19.47 ACRES eL35 59.09 Noero7'25E _ _ \o \ \ DRIVE B AND C TYPICAL SECTION - ~ w
81.36 99.13 N10'3300 E X BL37 228.96 N7613'53"E ~Y R3 LLC UNDER GROUND U11LInES OTHER 1HAN WATER, SEWER AND STORM J ~ HORIZONTAL SCALE: NTS DRAINS TO BE OUTSIDE R/W LINES UNLESS OTHERWISE APPROVED - D.B. 1908, PG. 2048
LOT 2 BL38 18508 N7613'53"E ~ _ . LOT #6 ~ \ BL39 40D.n ~ ~ ~c 83 ROW ~ ? / P1N: a~aD93aa~D PAVEMENT SCHEDULE ~ 83 ROW \ _ ~ _ zoNED HB ~
TOTAL LOT AREA 0.64 ACRES N79'285YE ~ ~ \ _ _ , \ 0.81 AC 1 TILITY ~o~ C1 PROP, 2" BITUMINOUS CONCRETE SURFACE COURSE -TYPE S9.5B
BL41 209,15 S1 744'26"E ~ , LOT 3 , BL42 70.48 N1T44'26•W 1 -F T Y \ ' ~ y EASE. ~ M
TOTAL LOT AREA 1.21 ACRES BL43 23536 ssr35'45'w ^6" ' \ . _ _ ~ RON eLaa 250.00 N32'45'12•W 1! SETBACK \ ~ y~ > ` , P I I I I - rrP 11 w \ D ROP, 3 B lUM NOUS CONCRETE NIERMED ATE COURSE E 9.OC TR UTMAN
LOT 4 p~ ai ~a nemv,•r i \ BARKSBALE ROAB O / ~ F1 PROP. 5" BITUMINOUS CONCRETE BASE COURSE -TYPE B25.OC ~ ~ I a
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TOTAL LOT AREA 1,52 ACRES Buz 146.47 5197629'E OR 10" COMPACTED AGGREGATE BASE COURSE '
BL48 99.22 51975'30'E ONN G. LEGGETT- V VARIABLE DEPTH BITUMINOUS CONCRETE BASE COURSE - TYPE B25.OC E2 OR VARIABLE DEPTH COMPACTED AGGREGATE BASE COURSE
LOT 5 BL49 54.56 S6sroo'55"W (TRACT"ONE) TOTAL LOT AREA 3.03 ACRES eLSO 173.42 N33roo'24'W d.B. 1926,LLP& 2069 ? 0
BL51 156.87 N3249'46'W / BUILDING SQUARE FOOTAGE 21,265 PIN. 47.4fl928700. eL52 273.78 S6sroo'55"W R1 2'-6" CONCRETE CURB AND GUTTER AUTUMN LEAF ROAD / NO
NED; RA PARKING BL53 263.51 $6518'02'00 GST
PARKING REQUIRED 75 SPACES BL5 240.13 N11'43'25"E JOHN G. LEGGETT / HANDICAPPED SPACES NON-VAN 3 SPACES BL55 1799.18 ,18 ssr35'45'w JOHN G LEGGETT TRACT ENE °tiRp ' S ERLOR:{ROPE ES R2 V-6" CONCRETE CURB AND GUTTER ~oN , . ' OF IREDELL N
BL56 41.18 N757651'W (W ACT 3 VAN ACCESSIBLE SPACES 3 SPACES BL51 22.17 N2856'43"W (TRAGI TWO}- _ D.H. 1926 PG 2052 ~N D. 3. 804, PO 0869 R3 5 MONOLITHIC CONCRETE ISLAND (KEYED IN)
NON-HANDICAPPED SPACES 152 SPACES BL58 201.49 S7551'24w PIN..-4140928b40 _ ~ 4740921415 v D\INZONED. B1926, PG 20 PIN 4 50030048 ZON HB
PARKING PROVIDED 158 SPACES BL59 90.60 N4775't1"w ZONED RA j; - - " 00 SO FT.DR a BL60 83.97 N345S35'W 9252 AQRE S 4" CONCRETE SIDEWALK CLONTZ HILL ROAD SITE
BL61 72.76 N30ro9'42'W 0 LOT 6 BL62 105.13 N7119'5rW RA Y
TOTAL LOT AREA 0.81 ACRES BL63 51.00 $88'32$7"00 - - - T EARTH MATERIAL s
Q BL64 16.53 N41ro1'02"W ol~l WILLIAMS LEO J & w BL65 187.58 N627642'W WILLMYS LEO J &
Z LOT 7 BL66 71164 N537r52'W ROW LINE TABLE / JOANNE M TOTAL LOT AREA 1.21 ACRES D.B. 1804, PG. 0865 JOANNE Y ).B. 1804, PO. 0865
BL67 71.07 N42'1659"W LINE LENGTH BEARING 5 PIN: 4750020921 1 BL68 11131 N79'34'59'W RL1 331,70 N44'31'52E ZONED: HB PIN 4750020921 NOTES. o ZONED: HB Q
LOT #S Bl69 3985 N3216'27'W RL2 52.33 NI4'3252'E 0 1. THE SITE IS NOT WITHIN A REGULATORY FLOODPLAIN AS SHOWN ON THE OFFICIAL FLOOD INSURANCE RATE MAP PARCEL 13710474000J. F'RNR, IT w Z
U BL70 66.91 N51'36'50"W RL3 219.88 S757rO5'E / TOTAL LOT AREA 1.60 ACRES BL71 71133 N66'40'12"W RL4 101,47 5541625"E 2 C
BL72 71135 N57'30'54'W RL5 51.13 S7058'55'E lEDMONT LANDCO LLC LOT #9 ELArNE E. RHYME 15 FRONT / o BL73 50.55 N0915'28"E RL6 191,77 N10ro4'10'E - D.B. 783, PG. 1663 C 2. LANDSCAPING FOR THE SITE WILL BE INSTALLED PER CHAPTER 7 OF TOWN OF TROUTMAN UNIFIED DEVELOPMENT ORDINANCE.
TOTAL LOT AREA 1.69 ACRES BL.74 41148 N4o'48'27'W RL7 207.50 S7OV4'10"W D.B. 1191, PG 1440 ^ SETBACK PIN: 750021706 BL75 99.05 N25ro9'25'W RL8 51.13 N1058'55"W PIN: 4740916979 & ZONED. HB J
BUILDING SQUARE FOOTAGE 11,100 BL76 39.11 S87*IV54'w RL9 101.47 N5410'25"W 4 75 0 020 039 \ \ / PtroMavrwr4Bwuc 10 UTILITY B. 1168, PG 1164 3. THE SITE IS NOT WITHIN A WATER SUPPLY WATERSHED BOUNDARY PER IREDELL COUNTY. LLI
BL77 70.80 N57'48'39'W RL10 219.88 N757r05"W ZONED RA 4JSOOZVS0 PARKING REQUIRED 40 SPACES Bub 16304 4. avEB: HB N27ro643'W RL11 303.57 N143252'E EASEMENT PROJECT LOCATION MAP
HANDICAPPED SPACES NON-VAN 1 SPACES BL79 3+•13 N4152'D9'W RL12 217.82 N2854'29"w - 4. ALL UTILITIES OUTSIDE OF THE RIGHT-OF-WAY WILL HAVE A 10' EASEMENT. NOT TO SCALE
VAN ACCESSIBLE SPACES 1 SPACES BLBO 40814 N757rO5'W RL13 au,32 N6P30'48'E ' SUPERIOR PROPERTES c 8181 152.24 N14'33'09"E RL14 330.89 N44'31'52'E
° NON-HANDICAPPED SPACES 67 SPACES 131.82 20.59 4'4"1 I OF IREDE E Nee 90 w RL 5 50.09 N143252'E i/ J.B. 1784, PG. 1148 5. A FUTURE 30' WIDE EASEMENT WILL BE PROVIDED FOR A SANITARY SEWER TRUNK LINE ALONG THE SOUTH SIDE OF KERR BRANCH. P
o PARKING PROVIDED 69 SPACES 131.83 44.48 S6676'25'W RL16 327.15 N2854'29"w / PIN: 4750022529 BL84 199.08 N757r12"W RL11 66.00 N45-2608"W -
o LOT 10 BL85 279.42 SOB'34'O7"W ZONED: HO - o BL86 206.73 S667625"W MASTERPLAN LEGEND 6. WATER AND SANITARY SEWER WILL BE DESIGNED AND SUBMITTED TO THE TOWN OF TROUTMAN FOR REVIEW. UPON APPROVAL, THESE UTILITIES WILL BE
o TOTAL LOT AREA 3.65 ACRES ROW CURVE TABLE BL87 280.59' N2856'55"W o~ P1EpM Ni LANDCO LLC ` BLOB 17.98 N1432'55'E CURVE LENGTH RADIUS TANGENT CHORD R D.B:-1766`PG. 1401 J SUBMITTED TO NCDENR FOR REVIEW AND PERMITS. THESE UTILITY PLANS WILL SHOW CONNECTIONS TO INDIVIDUAL LOTS. W H
BL89 111.11 N7577'08"W RC1 271193 533.00 142.73 275.75 PIN:- 4 0022337 BEARING
o LOT 11 BL90 141.78 N651602"E RC2 62.83 40.00 40.00 56.51 M RROW RALPH BARI(IQN HB a BL91 108.12 S26'Or43'E RC3 80.59 217.00 40.76 80.12 E DISTANCE PROPOSED BOUNDARY 7. A PARKING SIGN DESIGNATING DELIVERY TIMES AND NO OVERNIGHT TRUCK PARKING WILL BE SHOWN IN FRONT OF THE EXCESS PARKING SPACES ON LOTS DESIGNED BY;
TOTAL LOT AREA 17.60 ACRES BL92 233.15 N14'32'55"E RC4 83.02 28&00 41,81 82.72 D.B. OOIE, PG 0061 P : 4150024302 ° y WETLANDS STREAM BUFFER 1.11 ACRES BL93 216.42 S63ro8'22"W RC5 34.67 40.00 18,51 33.59 BRRITCM #5 AND #9. PROPOSED EASEMENT
w BUILDING SQUARE FOOTAGE 147 785 BL94 134,78 N757rO5'W RC6 174.96 7276 188.45 135.15 ONED: RA DRAWN BY; TCM
U) PARKING BL95 6.39 N7170'36"W RC7 31.76 37.00 16.93 30.79 ~p 8. STORMWATER FROM LOTS 3, 4, 5, 7, 8, 9 AND 10 AND PARCEL 4740931943 WILL BE TREATED AND DETAINED USING DETENTION POND #2 WHICH WILL BE - - - - - - - PROPOSED SETBACK CHECKED BY: MAE
r PARKING REQUIRED 529 SPACES BL96 58,43 Nn'4SI5"W RC8 24.08 3500 12.54 2361 U RC9 6365 7276 34.02 61.64 f OWNED AND MAINTAINED BY THE TROUTMAN TOWNE CENTER PROPERTY OWNERS ASSOCIATION. Q
co HANDICAPPED SPACES NON-VAN 12 SPACES CURVE LENGTH RADIUS TANGENT CHORD RCIO 34.67 40.00 18,51 33.59 / MCCALL RICHARD A C,4 VAN ACCESSIBLE SPACES 3 SPACES BC1 183.87 7479.44 392.30 783.51 RCtt 6165 217.00 32.05 53.43 D.B. 0829, PG 0807 PROPOSED BUFFER DATE: 01-19-10
v °D NON-HANDICAPPED SPACES 642 SPACES BC2 4&44 52.00 24.28 4T O1 105.10 28100 53.16 104.49 PIN: 4750022170 9. UNRESTRICTED ACCESS WILL BE PROVIDED TO PARCELS 4740935155 AND 4740934289 AT THE TIME THAT PARCEL 4740935155 RELINQUISHES ITS PROJECT a 018426001
o PARKING PROVIDED 657 SPACES BC3 5543 47.00 31.45 52.28 RC13 52.83 40.00 40.00 55.57 ZONED: RA > BC4 465.77 1464.44 46570 23296 RC14 216.92 28&00 11&97 21T75 RIGHT-OF-WAY TO THE DEPARTMENT OF TRANSPORTATION. ROW PROPOSED RIGHT-OF-WAY
p BC5 175.93 246.38 172.22 91.90 RC15 6313 40.00 40.30 56.78 j LOT 12 BC6 11220 232.50 5026 91126 RC16 24596 470.00 12586 24316
uWi TOTAL LOT AREA 27.80 ACRES BC7 5516 250.00 21100 5564 RC17 166.86 220.00 87.61 162.89 10. UNRESTRICTED ACCESS TO PRIVATE DRIVE G WILL BE PROVIDED TO PARCEL 4740931943. C-3
U BC8 1535 267.50 7.68 1534
Y DEDICATED ROW AREA 4.78 ACRES 11. ACCESS TO LEXUS DRIVE WILL BE PROVIDED TO PARCEL 4740931943 SUBJECT TO TOWN OF TROUTMAN REVIEW AND APPROVAL.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 1. 13 14 15 16 17 18 17 18 19 2D
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_ INTERSTATE TERSTATE HWY 77 n A oit In p~-- a ss caes, c
- e- (VARIABLE PUBL a. (VARIABLE PUBLIC R/W) ~'°m--, Nc ucENSE ;~-0102 1919 SOUTH BWLEVARD
- HWY PROJ. 8.11 a HWY PROJ. 8.1640901 suITE 1Do ( ) CHARLOTTE, NORTH CAROLINA 28203
tl i_ PHONE: [phone] -n ° FAX: [phone]
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~ ,SUPERIOR PROPERTIES OF 1REDELL ss Ens~+~r ' 1.0' UTILfPTY fASEMEN'T ,
D.B. 1610, PG; 1,07 & 1G09 Is' iNCNESS/ECes _ D.fl 1610. PG 1309 ~_a.- , " 15 ACCESS EASEMENT B ,
~ ~ ~ `P~J: 4740739170 so83^~0~-°= ~ _ - _ _ _
O ~ S7 3 "W _ SIIM59B l? ~ - - - ~~r ~ - O -T_ _ - .~_r _ _ _ _ _ _ _ - -
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~ ~ ~ 2 ~ ;3551' 0 50.545'26~~ A~ ~ - ~ ~ ~ ~ _J RFC , , - ,I \R -
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~ - _ _ EASEMENT, - _ _ 1 JD ANNE W. ALEXANDER a LOADING AREA I . Ck s,,~s 111itII
, 1 D,B. 684, PC B99 oa-x3 M / 0 #0 ° ~4 cA
I ~P(N.•; 47407ZB666 LOT #11 I / _ _ - ~ m • • • A I 3.65 AC ~ ~~~s~o 1 ~ ° w ~~e a
e..~ Qe. ..,n.., 17.60 AC I / / _ m , ~
- ~ u I , ` , l , 4` ,PROPOSED _ . I-~-15, ACCESS EASEMENT / / SAL ` I 10 UTILITY. EASEMENT ~
1 1 PROPERTY TYP,. , , ' \ / • a I 10' LANDSCAPE BUFFER ~ , - - -.a 4
; ; r ~ G~ 0 LANDSCA ,f BU ER `off m arf . ,,~2 _ / ~ aim V \
: I ~ ~ DETENTION ~ I 1 0 I ~ a CC
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~ - ~1 1... /f 5 ACCESS EASEMENL ~ ~ _ ~ F PERMIT SET ~ ~ ° ~ ~
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% I ~ 15 AtrCESS EASEMENT 9 a. RACKS ~ ~
TLAND REA ~ 4 ::LAWRENCE T D(JE~N h w ;I . v ~ ~ 9~ F y - 9 ti
T1.B. 128$ PD. 1965 / ~s i PIN: 4740719349 . .
' ; ` ZONED: RA : . } - e ~s \ A. T WILUAMS OIL CO ~ ~ ' `~o 'A~ A a. f G ~ - / ~ WIC ONES CLC ~ v NRPARNING FqE LANE NO PARNNG FIRE IANF, ~ \ D.B. 1784, PG. 787 t > +
/ ~ DETENTIO ~ _ - ~ ~ a PIN: 4740846046 \ D.B. P 68, PG "913 ~ ~(9
i ' 6 :I - / , :LOT #12 . . ~ ~ \ ZONED. GB \ PIN. ~40847461~ 6~ ~ ~ E , , ~ NE GB 0~ ZO ' 0
/ / POND#2 ~ b ,4 4 b b 4 _ r1-4 " A 4" . 4 4 4` 4 0: 4 , ~ s~ , \ t ~ J
: ; , . _ - _ , / - \m sly., ~ ` i' , 2 1 a 3~F, ` ~ t ~
' ~ ] CENTERLIN OF' - - ~ ~ t - I ~ ss \ ~ l F+
- _ ~ I STREAM (TYP) - ; 1 w LO #9 ~ ~ \ ~
' I ~ - I} - L \ ~ - ° 1.69 AC
/ L `TEMPORARY R30" LADE-SAC. , 1a ° 1 \ ° ° ~ \ ,
\ i - 25' ~ ° 20~ LANDS APE°BUFFER ~ t
- - PROPOSED LOT LINE (TYP.r I / ~ \ f' } F - I \ r
NIO'33b0"E ~ \ \ - N08 : 49.13 _ / _ - 59.09' ..z,- \ \ I ~ ~ f`
f \ , _ p, ~ ,r o ~ EXISTING
Y ~ / (,l ~ \ ~ \ f` SIGNAL rn - - ~ ti
~ ' - -~r : \ ~ \ z 0
r ' - \ , ~ SlEPNEN T WILLIAMS ~ - \ ~ D.B, iV99 PG. 1910 W ~ ~ >
m w r a - . \ : / G PIN• X740849292 _ W
- , ~ - - ° ~ ~ , , ~ \ S ZONED: CB ICYC E / / ~ \ ~ ; _ - y Fx
r' - - - - % _ 44 - - r ~ - a / / ~ ACK 'A - Q' = T5-fRflNT~ ACK 4 / / \ s ,e 1
~.c. sM1THEAMarLTD SPACIAL EXCEPTION #1, ~ - _ ' PARTNERSHIP;: _ ! A TH\~ ~ \ 1 1 ~ ~ - - ~ "
0-1} b Q b~ 4 4 ~ D.B. 1848, PG ,516 - - I e ~ / ' ~ 10' UTILITY EASEMENT Y ~ ' ~ 0 a 94 44 V4 00 04: b4 . ~+r v
RAIL A GUARD _ • IL PiN: 474DS1sar7 : ;..HAND ND RA ZONED: RA Cy _ . ` a 1 ' TI I1 ' ~ / s ° e e
/ J ~ °=10' UTILITY ;EASEMENT / IAL EXCEPTION G b 1 1 / LEXUS DRIVE a; z
_ _ _ 6, mi- - - - m ~ - . , : . , . % / LOWES HOME CENTERS 11
_ ` a6 30 BUFFER (TYP.) / / / ~ - - -PVSL v... / _ M ~ • ~o D.B. 1760. PG. 1715 I r r 66 ROW-(TYP./ ` _ 12,.. r_ ; ~ / C 1aM~; ~o~ PIN 47+50943802
. , _ . IC DRIVE ,9>>54 , ,IVE
;o ~ ~ ~ ~ ~ r " ' OII ~ _ ZONED: H B ~ \ : \ , IIHI ~ \ ~
~ _
,''o '~30' BUFFER TYP. - - \ ~ _ ~ ~ I,: .~I~. 4 .e V a-
' ~ , I a, : ' I ;p U J. T ALEXANDER ti ~ s'
's I A l _ .I L T 8 ~ - C D.B. 684, Pc. 902 ~ti.: EXS ING ~ - I ~ ~ I _ ' I I'll D ~ ~ PIN: 4740931943 y9 ; E ~
- _ i i N ~ 1.60 AC ~ ~ SIGNAL
r I ~ " 1 _ - I - I I . ;i LO #5 rII C~ / ZONED: GB ~ .p e W ~
U I I \ ~ N 3.03 AC , ; / _ p ~
; - ; ~ 10' UTILITY EASEMENT.: 'scnsEP,wc~~ f ~ I - i ~ I,I 5;UTILITY ~w - LOWES HOME CENTERS WC. Y/ z I I EASEMENT \ '
. / CELL T o.e 9s~ s61 ff ! 1 / ~ /N;~ D.B. 1760, PG P715 W ' I - N ~ F w I ~ - - . 5 UTILITY \ . . ' i P(N: 4740944510 W Q J
. I REMAIN m / _ I R I:- I I, ~ o ZONED H 8 ~ J I I ~I - EASEMENT \ ~ ° ~ ~
enoto rowE I W ,I _ ~ ;I 1 z N ~ p1 / / EXISTING DRI EWAS~ ~ w
- / s ±I _ - -.;.a.n P: i I ` . ~ LOT #4 \ TO BE REMOVED
-.n. € ,I f - ~ v ; ; ; ~m, ~ ~ ,1B .I I , _ - LOT #7 / - ~ o BEFORE YOU DIG Z N p . ~ g t . 1.52 AC Y /
, , ; / = , r `I_~ eee ~ 1.21 AC r; ~ Y/ _ i ~ ° _ 0
~ / ,CELL TOWE I , ; I
ACCESS I ' ~ r - ' I ' / , , / l: / e . E~ s<- CALL 1800 632-4949 N.c d \ s- ° ' / f 11)' UTILITY EASEMENT 9~ - ONECALLCENTER
_ . / \ 24' / . , ~ ; - ITS THE LAW e / ~ ...BICYCLE \
15' FRONT SETBACK _ / . ,r i C~ ~ I , ~ ~ ' , 29' 15" FRONT ~ ~ ~ _ ~ EXISTI G DRIVEWAY
' ' ~ 1.0 UTI ITY ASEMENfi TYPE 1 ? _ RACKS \ ~ / A SETBACK ~ TO BE REMOVED J / 'A - : RAPHI~ SCALE
ACREAGE TABLE I ~ E ( ) _ - - CENTERLINE OF _ ~ ' _ _ / 9 9~ LOWES HOME CENTERS !NC Z O
ExISrINC usE vacANT I ~ STREAM (TYP,) _ , _ - 9 / . ° / ~ - 6'~ , RDPDSED D.B. 1760 PG 1715 ' -100 o so 100 20o W / _ ~ _ - MONUMENT ~ Z
PROPOSED USE COMMERCIAL I _ ~ J PIN 4740938890 ~ LOT #3 r / ° ° ° _ - / SIGN ZONED: H-B, - _ - ~ ~ -
ZONING HB HIGHWAY BUSINESS r - 4D / / PROPERTY AREA 85.01 ACRES _ a'' ' ` - ~ / , / / _ 1.21 AC G Y _
_ _ LOT #1 - PARKING REQUIREMENTS 3.5 SPACES 1000 SQ. FT. OF BUILDING _a°` ~ ~ / / _ _ . =a / , / _ - - - ;EXISTING DRIVEWAY _ _ fN FEET ) TO BE REMOVED - T ~~~n =Too ft
\ / ° / _
LOT REQUIREMENTS ~ ~ _ _ - ~ I - f I / f' ° ° \ 15' FRONT , 6ti
~ - _ _ - _ _ MINIMUM LOT WIDTH N A a.:a u ~ Z~, ° WI~~INS REAL \ _ ~a~~69 15.0' BUILDING 66.0' PUBLIC ROW 15.0' BUILDING K
sI MINIMUM LOT SIZE N A , ~ , \ EsrArE LLC ,SETBACK 3 sErBACK SETBACK ~ W - D.B. 1716, PG. 450 / " 5P , ~ 9
_ I STREET FRONTAGE 35 FT - ' P!N 4740934289 \ t~~9 ~ 1,0 6.5 PLANTER 6.5 PLANTER 1.0 ZONED: GB CUD _ - - ~ ~ ~ o s ~o I 10' 10.0' I Z 'O
FRONT SETBACK 15 FT ~ I I CHRISTOPHER LYN CARDWEL ~ ~ r r I SIDE SETBACK INTERIOR 0 FT 1 ./b8 E~ ~ UnLITY 5 12' 12' 12' 5 UnLITY ~ W O ~ ~ - x
& JAMES R. CARDWELL j ~ ~ r ~ ~ ~ ~ 1 , SIDE SETBACK ADJACENT TO RESIDENTIAL DISTRICT 25 FT . D.B. 1698, PG. 496 ^ ~ / ~ , JOHN V REDDEN & - ° ~ ~ ~~~~a3 EASEMENT ~ EASEMENT ' WANDA S REDDEN - v rn ~
/ REAR SETBACK INTERIOR 20 FT PIN: 474091289 \ ORIGINAL h ORIGNAL o ~ D.B. 975, P& 586 ~ o ~ 2'~., - _ ~ GROUND GROUND Z r
REAR SETBACK ADJACENT TO RESIDENTIAL DISTRICT 30 FT , ZONED: RA R;,..' ~Q 2~.,\~ MAXIMUM BUILDING HEIGHT 50 FT - \ PIN 4740935155 . - 3,•T co 0 N N \ ZONED: HB _ - g39 ,.a 1 ^ z Mqk ~ W
I " ~ I' S U MINIMUM LANDSCAPE BUFFER ADJACENT TO RESIDENTIAL DISTRICT 20 FT U ~ 5 UT~ Y - ~~9 6~1i _ ~o ° 2X 2X 2X 2X 2X 2X p z ~ ~ ~ z
s _ ~ ( EASEMEIJ _ EXISTING DRIVEWAY f..Ni d w CWZz EASEMEiv o E ' 1 \ _ ~,R TO BE REMOVED ~ oRIGINU ~1 o>E~ o ry - $ rvo mo tiq oRIgNAL L F o z c a G
SITE DATA - ~ . , ~ _ \ = 1 UT1LI Y ASEMENT \ , \ s GROUND t>FCO ous S use oaEC k GROUND N W W ~
ExISrINC Fors 1z - ~ ' ,FUTURE ROADWAY ~ ~ \ 20' Z D-' r ~ F ' LOT #2 - -
PROPOSED LOTS 12 d TI ~4' , ~ ~ 0.64 A - CONNEC ON \ \ PROPOSED - v_- SEWER STORM WAIERMNN N p ~ 0.64 AC p
- e z ~ , ~ - ONUMENT,.- ~ ~ ITARY R AR R F T SEWER ~ F _ Ro SAN SEWS NE CENTE 0 STREE _-'Y _Y~I N ~.L' (NOT CLOSER THAN 5' FROM FACE OF GUTTER) N4>~ x
TOTAL LOT AREA 19.47 ACRES / \f N- , - _ . / . ~ - - - \ o~~~ DRIVE B AND C TYPICAL SECTION UNDER GROUND UBLIBES O1HER THAN WATER, SEWER AND STORM ~ W
~ LOT #6 \ A .0 , . \ - ~ a ~ a~a R3 LLC , HORIZONTAL SCALE: NTS DRAINS TO BE WTSIDE R/W LINES UNLESS OTHERWISE APPROVED Q J \ ~ D.B. 1908, PG. 2048
~ 0G LoT z ~ 0 81 ,Q ~ ~ ~ °°s , PIN: 4740938470 I" ~
5T / ~ TOTAL LOT AREA 0.64 ACRES ;T ~ ~ ' G / \ ! ~ A ta,. ~ ZONED: H8 G Ati ~ ,
i LOT 3 -a`~ ~ - v' ~ ~ 1 TI TTY o~ PAVEMENT SCHEDULE . ~ \ L R i E~~ M ' ~ EASE . > = :
~ > ~ > TOTAL LOT AREA 1.21 ACRES ,;T ~ ~ , - ~ v. e - : \v~ , ~ C1 PROP. 2 BITUMINOUS CONCRETE SURFACE COURSE -TYPE S9.5B w
_ \ ~ \ • ~ - TR UTMAN enRKSOn~e Bono O
LoT N4 _ / SETBACK ~ ~ 1 i ~/V ~ ~ ~
a- TOTAL LOT AREA 1.52 ACRES - ~ati° at9~ a p 9 w /~'rt ! U11 rrtur, OIIUMIRWa %,Ull6nrlr IIYICRMCUINIC LUurtaC IIrr e.
a _ - ..__10 UTILITY EASEMENT` JOHN G LEGGETT E1 PROP, 5" BITUMINOUS CONCRETE BASE COURSE - TYPE B25.OC
LOT 5 s ~5ot - E OR 10" COMPACTED AGGREGATE BASE COURSE
TOTAL LOT AREA 3.03 ACRES _ / / •~a _ (LRACI- ONE) , fi926, FG 2069 BUILDING SQUARE FOOTAGE 21,265 FUT RE VARIABLE DEPTH BITUMINOUS CONCRETE BASE COURSE - TYPE B25.OC E2 OR VARIABLE DEPTH COMPACTED AGGREGATE BASE COURSE
__.47 PARKING 40928700. 3 SIGNAL AUTUMN LEAF ROAD
ZONED.- RA i PARKING REQUIRED 75 SPACES JOHN G LEGGETT u S ERIOR PROPE ES R1 2'-6" CONCRETE CURB AND GUTTER
HANDICAPPED SPACES NON-VAN 3 SPACES JOHN G. LEGGE T off..-. a ? (TRACT ONE R VAN ACCESSIBLE SPACES 3 SPACES D B.' 194 PG. 2032 (>RACI >WO}- _ D. B;. 1926, PG,• 2052 0~ p IREDELL N D. D.B. 804, PO. 0869 V-6" _ ^ v R2 6 CONCRETE CURB AND GUTTER
w \ PIN• 4740927475 ° - P/M: 4 500J0048
N NON HANDICAPPED SPACES 152 SPACES PIN .4740928640 05 ELAINE E RHYNE m ZONED RA a PARKING PROVIDED 158 SPACES 40,300 S4 FT OR 41 ZON HB R3 5" MONOLITHIC CONCRETE ISLAND (KEYED IN) SITE cLONrzHILL ROAD
D.B. 1191, PG 1440 = 0.9252 ACRE o LOT 6 PIN: 4740916979 & ZONED RA_ v.
4750020039 TOTAL LOT AREA 0.81 ACRES S 4" CONCRETE SIDEWALK
ZONED RA wr WILLIAMS LEO J & h
W ~ LLrAMS LEO J ~ W LOT 7 JOANNE M D.B. 1804, PC. 0865 JOANNE M T EARTH MATERIAL tB. 1804, PC. 0865 0
TOTAL LOT AREA 1.21 ACRES PIN: 4750020921 : \N\m ,QQ1 A e PIN: 4750020921 NOTES, N _
c ZONED: HB d LOT #S ZONED: HB w F,R ~ a O
TOTAL LOT AREA 1.60 ACRES 151 FRONT- / 1. THE SITE IS NOT WITHIN A REGULATORY FLOODPLAIN AS SHOWN ON THE OFFICIAL FLOOD INSURANCE RATE MAP PARCEL #3710474000J, "",<<R ~4 N °
3 K IED ONT LANDCO LLC o LOT #9 0 U / LLI
TILI TY. EASEMENT i EF _ D:B: 783, PG. 1663 - 7 0021706 PIN. 15 TOTAL LOT AREA 1.69 ACRES 2. LANDSCAPING FOR THE SITE WILL BE INSTALLED PER CHAPTER 7 OF TOWN OF TROUTMAN UNIFIED DEVELOPMENT ORDINANCE.
i < \ ZO D: HB c BUILDING SQUARE FOOTAGE 11,100 - _ - - MONnANOCOLLPARKING .B. 1168, PG. 1164 3, THE SITE IS NOT WITHIN A WATER SUPPLY WATERSHED BOUNDARY PER IREDELL COUNTY, PROJECT LOCATION MAP
,z NB PARKING REQUIRED 40 SPACES ° 475 Q NOT TO SCALE
i 0 HANDICAPPED SPACES NON-VAN 1 SPACES
v c VAN ACCESSIBLE SPACES 1 SPACES SUPERIOR PROPERTIES_ 4, ALL UTILITIES OUTSIDE OF THE RIGHT-OF-WAY WILL HAVE A 10 EASEMENT,
° NON-HANDICAPPED SPACES 67 SPACES OF IREDE E MASTERPLAN LEGEND
PARKING PROVIDED 69 SPACES D.B. 1784, PG 1148 _ PIN: 4150022529 5. A FUTURE 30' WIDE EASEMENT WILL BE PROVIDED FOR A SANITARY SEWER TRUNK LINE ALONG THE SOUTH SIDE OF KERR BRANCH, p
o ZONED. H8 LOT 10
°o TOTAL LOT AREA 3.65 ACRES PIEDM N TLNDCO LLC 6. WATER AND SANITARY SEWER WILL BE DESIGNED AND SUBMITTED TO THE TOWN OF TROUTMAN FOR REVIEW. UPON APPROVAL THESE UTILITIES BEARING PROPOSED BOUNDARY ' DISTANCE L;j WILL BE SUBMITTED TO NCDENR FOR REVIEW AND PERMITS. THESE UTILITY PLANS WILL SHOW CONNECTIONS TO INDIVIDUAL LOTS,
p,B: 1766; PG 1401 \ c PIN:--4 0022337 PROPOSED EASEMENT
7. A PARKING SIGN DESIGNATING DELIVERY TIMES AND NO OVERNIGHT TRUCK PARKING WILL BE SHOWN IN FRONT OF THE EXCESS PARKING SPACES DESIGNED BY: BRWCM
a LOT 11 M RROW' ALPH BARN HB - TOTAL LOT AREA 17.60 ACRES - m_ D.B. 00PE, PG 0061 0 d ON LOTS #5 AND #9. - - - - - - - PROPOSED SETBACK
WETLANDS STREAM BUFFER 1.11 ACRES _ P ; 4750024302_ w , DRAWN BY: TCM
BUILDING SQUARE FOOTAGE 147 785 NED.°RAp U) PARKING 8. STORMWATER FROM LOTS 3, 4, 5, 7, 8, 9 AND 10 AND PARCEL 4740931943 WILL BE TREATED AND DETAINED USING DETENTION POND #2 - - - - - - - PROPOSED BUFFER CHECKED BY: MAE
2 PARKING REQUIRED 529 SPACES a WHICH WILL BE OWNED AND MAINTAINED BY THE TROUTMAN TOWNE CENTER PROPERTY OWNERS ASSOCIATION, Q
HANDICAPPED SPACES NON-VAN 12 SPACES / MCCALL RICHARD A a D.B. 0829, PG. 0807 VAN ACCESSIBLE SPACES 3 SPACES Ro PROPOSED BUFFER DATE: 01'19'10
ao PIN: _475E1f112U0 o NON-HANDICAPPED SPACES 642 SPACES ZONED: RA 9. UNRESTRICTED ACCESS WILL BE PROVIDED TO PARCELS 4740935155 AND 4740934289 AT THE TIME THAT PARCEL 4740935155 RELINQUISHES PROJECT#: 018426001
_ e- PARKING PROVIDED 657 SPACES ITS RIGHT-OF-WAY TO THE DEPARTMENT OF TRANSPORTATION, PROPOSED BUILDING
o
j LOT 12 e: N TOTAL LOT AREA 27.80 ACRES 10. UNRESTRICTED ACCESS TO PRIVATE DRIVE G WILL BE PROVIDED TO PARCEL 4740931943. PROPOSED CURB AND GUTTER C-4
Y DEDICATED ROW AREA 4,78 ACRES PROPOSED CONCRETE SIDEWALK 11. ACCESS TO LEXUS DRIVE WILL BE PROVIDED TO PARCEL 4740931943 SUBJECT TO TOWN OF TROUTMAN REVIEW AND APPROVAL.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- PION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20
EROSION CONTROL LEGEND LEGEND
- (SEE DETAIL SHEETS FOR TYPICAL DETAILS AND GENERAL NOTES THIS SHEET FOR ADDITIONAL NOTES) .
: a ~ d - d,;' - a° _ ! 1 ~ t ` CE1 a. - - ~ LIMITS OF DISTURBANCE ARE 10 _ ~ q CONTRACTOR TO MAINTAIN TRAFFIC OPERATIONS ON LEXUS DRIVE Klmle1`-Horn A 1 DURING DEMOLITION AND PAVING. SEE SITE PLAN FOR ADDITIONAL .
m.... - e _ ,BEYOND PROPERTY LINE IN THIS ' f' 50'X150' f INFORMATION. PL - - PROPERTY LINE an ssoaates nc
~ AREA. - _ , CONTRACTOR TO INSTALL CULVERT THIS PHASE. CONTRACTOR TO NC LICENSE ~-0102 1 1919 SOUTH BOULEVARD B MINIMIZE LIMITS OF DISTURBANCE AS MUCH AS POSSIBLE WHILE OMITS OF DISTURBANCE
~ k d t L - ~ J X Y= ~ ~ - ~ LIMITS OF DISTURBANCE ARE 20' - - ° . ~ suiTE 100 ~ WORKING IN THE BUFFER AREAS. SEE CULVERT PLAN FOR SEQUENCE. °D ~ ~ ~ ~ DO NOT DISTURB OUTSIDE OF THIS LINE CHARLOTTE, NORTH CAROLINA 28203
~ - e ~ _ ....._z_ , ~ BEYOND PROPERTY LINE IN THIS - e ~ F~ PHONE: [phone] C CONTRACTOR TO PREPARE AREA FOR FUTURE RETAINING WALL.
I , ~ vv 1 110 ? / AREA. - o , P ~ CD '---..n B UNDISTURBED BUFFER ON KERR FAX: [phone] - - BRANCH c tom
: : a ~ : - - e : e ~ d f a e. as i _ D REMOVE EXISTING STORM PIPE AND BERM UP AREA AT 3:1 SLOPE.
m v. ~ a, / EXISi1NG MAJOR CONTOUR ~ ~ E EXISTING PIPE TO BE REMOVED
E m..... - _ t _ _a ~ ,e p va a- A ? J / EXISi1NG MINOR CONTOUR B
v r r8 R.' 915 56 ,;--rdo ? F EXISTING ASPHALT TO BE REMOVED
~ r° ' a: IN, 913 08 _ - : ,
° fp: ..e e T.• 913.05 `ro - ° v m e 1 - a o G EXISTING ASPHALT AND BUILDING TO BE REMOVED X15 PROPOSED MAJOR CONTOUR
e p P < _ _ G r ' ; ~ ~ H EXISTING CONCRETE TO BE REMOVED PROPOSED MINOR CONTOUR
- sl . , 'S' CONTRACTOR TO REMAIN 10 MINIMUM OFF CHAINLINK FENCE. NO
_ a _ - _a _ o ~ a. ~ n _ _ _ _ ~ I I T R A I SIDE THIS AREA. I I - DIVERSION DITCH X14 FLOWS . - D 5 U B NCE N L M TS OF DRAINAGE SUB BASIN
m - .m oD o e - -'n a- - m. ~ s e I it Y I T I T T T T T T I T Tl F FR H RAI D REC L N 0 SED MEN RAP ~ ~ CON RAC OR 0 BEG N NS ALLA ON 0 ENC D N. SEE
. s- a F - ,9 WALMART STORM DETAIL SHEET. DIRECTION OF OVERLAND FLOW
_ _ - : - ? v.-- a _ ~ , ~J ~ SLOPE C Y~,l l l l i l i 111 ~d
_ _ _ _ _ a:. e „ e e ~ * SLOPE CALL OUT e®~`~,~~ CAS®®ds~
. ~k 0 "
a a s. - RIP RAP APRON v ~n ~ ~ 3:1 a SAL
: .a O E _ _ , - v a TEMPORARY JUTE/COIR BAFFLES (SEE DETAIL
_ e = z.. ~ = ~ _ SF Y SHEET FOR INSTALLATION OF BAFFLES) o 20 EMERGENC ~eo~,\
a _ _ - WOODED : _ ~ p.- SEDIMENT X SPILLWAY sF ~°«~~tsd~~m2~~~ SF TEMPORARY SILT FENCE r'~ n d ~ v ~ . ~
_ m.. > _ _ - _ ado a ~ ~ - _ - . ~~v v- TB ~ ~ ~ _ TRAP #6 ~
: _ .n. _ - _ _ _ - ~-p Dl -...m _ n,.a a. ~ s _ _ - - _ ~ a~ - ~~~1 f l l l l l l>>~ ip SF PF SILT FENCE/TREE PROTECTION FENCE COMBO 1.1410
_ .a y~ a a. _ - - - = _ - = D
- <n _ - ~ ~ _ CD ~ I r ROCK CHECK DAM/COR WA TLE
~ -"w _ ~ - lNV.• lNz1EL'fSSIBLf _ _ - ~ PERMIT ET DRAINAGE AREA #6:
..m ~ _ - - ~ s a a I -..m _ - ~ T P Y T T TI IT 4.54 AC CE EM ORAR S ONE CONS RUC ON EX v
- - v. -.d i ~
a n _ F - - _..a a DI PI TP T P IT o~ DRO NLE RO EC ON / S L SAVER
- m...~ .a z_ _ e _..z... . V.•- 914.21 _.f - _ - - - - _ o' TEMPORARY SLOPE DRAIN WITH RIP RAP
~ _ - - ~ _ . _ _ _ E SD APRON
_ - ''o TEMPORARY DIVERSION DITCH OR BERM
D E
m. v e- e _ - ~ _ _ _ _ ~ _ ,=.n. a D sT STORM DRAINAGE PIPE
_ _ , IN}!• 913:.. _ _ - - m. _ H _ _ DD4 _
_ . _ _ a . - s - a a _ _ _ _ ''o STRUCTURES OR INFRASTRUCTURE TD DIVERSION DITCH ~4 FLOWS BE DEMOLISHED
a _ _ ~ - a: _ s..a pINV• 896.21 a e.. - - a...a. DIRECTLY INTO SEDIMENT TRAP ~6. s
, : - I' - - =1NV.• 897.14 ~ ~ > ~ Ci OUTFACE CULVERT FROM SEDIMENT BASIN ~ ~
I _ _ a _ _ lNV.~ 897.6 SF :e o
-,..m _ b ,.,a - _ _ e y ~ OD ~ TEMPORARY RISER
_ i 4 ~ .g - n. I 909.19 ''0 0 e F
I ~ - _ _ GRAPHIC SCALE
~ 1 90 a a- , a. y z - E ~ - ~ NO DISTURBANCE o~
......m a n g.e f 60 0 30 60 12D 240 ON THIS PARCEL ~ z
I - _ a,. ; , o
- m. a a~ _ a. - n. ~ -
E w ''o
s ~ a. . DRAINAGE AREA #2: • _ _ f ~ 1 inch = 60 ft. ~
34.87 AC ~ ° , _ . ~ ~ ~ G w
n_ e o F SEE SHEET C-9 FOR THE EROSION a
e a n e oD - --.a ;a - m..~ f~ o
I a.- e CONTROL NOTES AND
,.I _ - - a.a .d - NO DISTURBANCE ~ e CONSTRUCTION SEQUENCE z
~ _.e n - - ~ - m..m I - s,, , ON THIS PARCEL ` _s . PERTAINING TO THIS PLAN a _ m ,
a:.,. s
m..a.. 1NV. 880.89 V INV b~ .64 J _v v.p m- _ e god
, LIMITS OF DISTURBANCE THIS v: J _ v.
1NV B83 _s I z,__ - _ _ ° - C _ PHASE = 52 ACRES H
- _ - a I ~ ~ , = E . 2 i R a _
- ~ _ I - a ~ p m.. ~ INS CMP ~ TALL 18" - , I+
H ...m. v° ...q a ° y ~ a _ a , vv V a ;
i _ ~1 TO PASS UNDER - ,
CD SF _ ~ CONSTRUCTION EXIT, w ~ - e a _ , e a. _ , a. m _ _
a. , S , _ , s a _ -
~ - _ ~ ~ -CONTRACTOR TO INSTALL CHECK - ; DAMS IN EXISi1NG DITCH LINE. . e a. s _ _ a. _ ~ BEFORE YOU DIG w Z
= <; m rz ~ w a- I a J
, _ _ _ a s F ~ v e _
I a - a- _ _ oD \ CALL 1 800 632 4949 ~ rn
m ,.n e ,a - . - - DD1 N.C ONE CALL CENTER ~ a; - _ - F ~ o
I , _ I a.m _ s Z No
.--a a m-• CD - a M I ~ SF - ~
_ - -..a a- a _ - m.. _ ~ > s.- s a d e- ,
~ I a _ , w _ , e„ _ ~ ~ _ ~ ;
~ I _ _ D1 - - e- ~ 50'X150' ~ v
,w a ~ _ ~ _ I I a - - - \ I ~ J m.- _
_ - i € z , - - ~ I ~ r I
I~ .s.m - o z s.- e w
SF ~ -...a..._ _ ~ _ -..m. DIVERSION DITCHES X12 AND p13 - - ; ;.o ~ I o I o -
r 3:1 _ - " - _ ~ -...8 C FLOW DIRECTLY INTO SEDIMENT Q I ~ w I e N 4. ~ BASIN ~2. J ~I e _
~ I
' ' z r~ ~ -p SEDIMENT CD - -e. _ e a a
I - _ - - _ m... e BASIN #2 CD G a a~
D1D _ _ - I - _ - #1 ~ - = '@ .DIVERSION DITCHES 0 AND 11 ; _ D5•, a-
FLOW DIRECTLY INTO SEDIMENT ~ _ ~ i... WO~f Ul CD . - - - - • BASIN ~2. 'ate -....m _ _ CD - , s s e. m...m a ,
e _ W
a- , < Dl - ~i~-~i -..a , . ~ N a a. Z ~
.,.d I oD - - ~ " a. s. a
,a SF g- ~ m-- - -.a.n. a a _a v ~ v
,..n.a - s m a= - , c N~ ~..a _ a _ _
, _ _ _ _ _ ~ ~ ~zNN v ^ i _ _
_ F _ ;y a
~ ~ 1 8 B _ y _ , V n ~ ZNZz az- _ _ ~ L ° w~a~
S__.. ~ -...z - _ a 2 5.1..- m s -m.. w _ a_: ,:o DRAINAGE AREA #1: _ ~ N ~ r w F
TP x 20~ EMERGENCY .v- o - - m .R .a _ ~V> _ ~ - 10.35 AC DD1 - o ~ v: _
4 ~ SPILLWAY a - J~ v e, _ m o ~ o o! a a- - v.
1 I 1 1 =e a i; ..n. '•=..d..:... a ',y 1 1 I,r 1 ' a _ RSION DITCH ~5'~ rn DIVE ~o F ~ e.- _ ; Q
s ; - - '.e F 1 I 1 1
e _ . ~ sF - , A° 1 1 y ~ , - r _ J a DIVERSION DITCH g1 v a m _ _ a-
..a i a e. -a n.. - .mn 1 1 - 1 • . ~ DRAINAGE AREA #4: ..e.. ~ ~ 1 1 - , - SEDIMENT BASIN ~1 SPILLWAY; ,
, _ _ _ . ~ _ s e m n 1 ~Ya 1 _ - e _ TB
~ 3 51 AC ~ -...4 SF CD e..- °--fir.... - _ . - ~ e d..a -:.a _ _ .._.a.d . _ SEDIMENT e - ~ ~ 1 v
-..d ,,..a ss - _ s~;, a -.aa SEDIMENT v TRAP #7 - ~
a .-a ---.n •a_ m ~ ~ ~ - - DRA .a s o DRAINAGE AREA #5:.` .--s.a
-a ~ - BASIN #1 ~ i \ - _ ~ ~ ~ ~
s ~ n - S m. _ S. DRAIN j' 4.69 AC - olviRSloN DITCH #2
~s e. - DIVERSION DITCHES #15 a R FLOWS DIRECTLY INTO AREA #7. SF
SEDIMENT #16 L DIRECTLY AND 3 n _ a g g TRAP #4 CD INTO SEDIMENT TRAP #4 SEDIMENT BASIN g1
a _ ,..a..a. ~ ? > TEI _ 4 SF _ N W
cn CD
n a. F. -
J -.....m = m - m..m CD U)
0 B s 9 a,.m TB
o z a s,..m - 20'EMERGENCY ik - -...m..
SPILLWAY ^
o - =...s g,...d... CD m...m s...e N a SF sF
o SS
N DES ~E~ a - ,~S B _ m C1 s.....
1~G SE QG. =:d
z 4 a 1 D -
a 5 ' z R. 0 _u
CD DIVERSION DITCH 17 o 16 EMERGENCY TB rCH #17 _ a. a.
FLOWS DIRECTLY INTO SPILLWAY g SEDIMENT TRAP 4 TLY INTO - DIVERSION DITCHES #3 AND - aD AP #4 - DRAINAGE AREA #5. _ X20 FLOW DIRECTLY INTO _ --.a sf ~ e a-
DIVERSION DII m._ DIVERSION-DITCHES #18 4.69 AC - m °-SEDIMENT TRAP #5 QF z
\ AND #19 FLOW ' AND #19 FLOW DIRECTLY z z
INTO SEDIMENT S _ D1 INTO SEDIMENT TRAP #5 - - SEDIMENT a rn
s a o s CD TRAP #5 F
o Y - p oD E m y oD ,ems 0 D1 a -
SILT FENCE ALONG LIMITS OF S OF D2 CD s.a
o - / DISTURBANCE. SHOWN HERE W iERE a m.. '
o FOR REFERENCE.
LIMITS OF DISTURBANCE ARE 20' A S4,, H V• g4.4. 9,.,.
5 BEYOND PROPERTY LINE IN THIS a AREA.
v. : v. Tg DESIGNED BY: BRRITCM
_ ea a DRAWN BY: rD TCM .a..n
` CHECKED BY- MAE oD
> ~°'~9 1.65 a ~ - t
bs 1NV.: 45.69 04 NV.\: 4569 DATE: 01-19-10
00 22' EMERGENCY E =-s PROJECT#:018426001
0 C SPILLWAY i - a
-
W N C-5
U
Y MATCH LINE THIS SHEET
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

L J `F J U / U y IV II IL i~ i~r i~ iv i! i~ i! i~ iy
CULVERT INSTALLATION CULVERT ELEVATIONS Klml -H rn A e o
SCALE: 1" = 20' y SCALE: 1 = 20
N e n m n . _ a , n A oit In _p a ss c a es, c 1 ~ -..1 _ NC LICENSE ~F-0102 ny ° -
n n e n , e a a. _ - D a 1919 SOUTH BOULEVAR a : ° : a. _..ey.. ~ SUITE 100 <.a ° d c. <.a,. o NA 2820 n¢ ,
w n _ e a. a a a ~s na a ° e ~ n,°° PHONE: [phone]
o -a s ° . ° _ e, FAX: [phone] TW: 860.5 -ss a° m.
.a e e a ny n ° ,e BW: 860.40 ~
~ m e ~ .Q .-.s _ a ~ _ s - , ° e, a x e r,. sm ~ - e
...q,° a ~ - N ~ -a. e ° ° , _6 °
_s , _-a a s ~ s,.q a _ , -m _ ~ ~ ea ° e a ~ -ea ~a ° / ° .n.. J B
a ,e - - „ . \ -,s ~ _ -.a ~ a,.-.a s_
o ~ ~ - n DIVERT FLOW TO ~----s n . e o n ~ma -a -a° a ° ~ ,f ~ m, ~ e a- ~m as ~ a~
N - e ea DIVERSION PIPES _ / ~ a . s~ % ° ,
m a a. m -a -.a _..a ~ m ~ - -e. / _a a .a - e ~ m ss ~ , ~ - - ~
-ea ~ a- L = - n e - . o mm ...,m. 4 ° .
-a. . m ,a° ,a ~ ,a° ° ~ -ee ~ea.
-m- TEMPORARY DIVERSION PIPES - a a m / m ~ ea ay ~ m
a-- sF. 2 X 128 LF 54 CMP PIPES m._ ~ f' a -..a y / I ~1 - C `1141111111~~
.e m ® „ ~ IMPERVIOUS DIKE
~ - , :a a ~ a, W. 861.00 e n ~ ~ ass,
ee .e e . e e. - - - _m eee BW -ee° ~ . ~ ~ , BW. 860.50... PIPE INVERT, 852.58 / ~ o ~
, .a ~ ~ - ~ _ ~ n ~ -e a n ° <
a SF SF-PF~~ _ _ TR A I RT' W: 8 ~.1 --a S E M N VE .853x.58 ° - ° e a ~ ~ ; - .:~d ~ HIGH POIN -SEE a - ~
. - ~ a. /BW. ~5 .15f a e -e - ~ ~1-~~
--~y / ~ GRADING PLAN l o
S a., T a s I ~ _ - iii--~.. o !~~l~t1tIII~~~~
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,a._ yf yf e _ ~ , ~ , -,y ~ .e ~ m ~ a ° - ~.as ~ \
S _ _ -n._ _ ~ > 6 / ~ / ke ~ a ~ PERMIT SET a_ .d / /
y T / f ~ ~ 4 F I P -.a ~ -.e ~ L :0 S REAM M C m m ~ . ~ a --n / _ _ ~ / _ o ~
a _ / , . , ° ° a.. a..z o ~ o s . , ~ o \
e. ,a ¢ , e e. -s.~ ~ t-
ys e. -n ~ e n°° / / TW: 8 1.10 ~ i ~ / ~ - n° ms.~ ~ / m.a. o\\
-e 126 LF OF 84 RCP CULVERT _ _ a e - - / e -a a~ ~ . ~ / s..
-n. PIPE TO BE BURIED ONE FOOT ~ ~ a a¢ :a n ~ ~ sT e
:e -n - , yS ST
n - e _ ~ ° . ~~a - ~ -.a_ . - _ n -n e° -n a/ - sm_ -:a m% a e ~e ~ e °ne ~ , _ _ - °
-a. = -a ,a a n a _ _ a~ ~ . .n _ ,n . , ° ° a e a ee ~aa a e e.
- n . s~ na_ -na ° ~ e, ~a~ n ~a ° na ~ ° i
. r. _ / / e e m . --n ~ _ 126 LF OF 84 RCP CULVERT ~ ,e .a -aa
n _ a a _ ,a n _ ~ ~ - , .e 5,20 -an n n as ~ ~ ~ a- -n -n -ee - -~e ° .e I U
=n. --a. ,a - e a e. ~ a ,a a n~ n. n. - - - _ _ nn a _ , W. 85$.00 -a n. aaa = -an a
n nn _ DEWATERING DEVICE y e n n_ e n n=_ ,--a _ --=n n ~ - - 85 0 ~ e° n ~ / e o
a n _ - e. _ _ n --a ~ SPECIAL STILLING BASIN a ,.a _ _ n -n° .a ° ana a ~ na e. ee° e
~ a a nea -n SEE DETAILS a _ =n e n o ~ : / e -a. ° nn ° na_ .e,°°° ° a. _ _ _
- - - ~ ---ae - .aa. a r - -n E IN 1 - a..\ -n ~ a a. ° .~sr Pl P V R T: 85 .48 -a.
as ea a -n -nn - - - . a as - - - - -~na , ° nea n--a - ° ~ --ee ° .ea ~ .n_a ,n_ ° na - ° ~ - ~ ~ a-. STREAM INVERT:_ 852448 -s~ n a _ z
,a a a = _ ,.nn _ = IMPERVIOUS DIKE n ~ n~ ~ a - o ~ ° a.° ,~.a
a 1, a. aa- - -.a ° ° ° o n n., n a. , a °
SEE DETAILS .a a¢ -na --ae eee , ee. - -e e_y ms_ -~n n. ° ° ° °
_ e .'a,, -.n, -.a, .a,.a..a
e_ e_ -e. a t. a ° ° Q .,y e,a„° -.a.,. °.,,y W
a e -ae n~_ .a_ ss. ~S ° a. a, ;e t °
e 0 a~~v s a ..m.
.a...a ° e-.. _ Q
`"°.d n T
e e a a,° -e ~ a ° e ° ° - ° _ a e e, -
e ,,-n - m. .a - ~ ~ as --e .a ~ n, . ° :e n. - - BW: 854.20 °
a _ _ - _ d.~..m ~ ad .e ~ - , , ~ - _ J a~
4 ~ - ° n:, a . ~e 4ani - ma ~ .aa e. ~-ee °
~ - - .ea ~ da_ d e ` .a,.. H ~
-d . \
;.a e a,.... f .n -a-. r r e / a _ a ~ --a
a . .ad. a m aa_ ~ °
1 m. i ea / ° - ~ a a W^ m 1 - \
as ~ -na - s -m. ~ ° -e
far ~ ~a ~
Iw V U
Y/ uJ Z W ~w
4xD ~ ~ J
Z ~ 0 rn
~ w _ ~
Z N Q
~ ~ ~
A A O
PUMP ° ° AROUND " CLASS B
HOSE " RIP RAP
I•
CULVERT CONSTRUCTION SEI 'RUCTION SEQUENCE Z Q
1 1, INSTALL EROSION CONTROL MEASI L- CONTROL MEASURES A5 SHOWN ON THE PHASE 1 EROSION CONTROL PLANS. W J
U
2, INSTALL TEMPORARY PIPE ADJACI PLAN PROVIDE A POSITIVE DRAINAGE SI CRY PIPE ADJACENT TO WORK AREA. EXCAVATION MAY BE REQUIRED TO
IVE DRAINAGE SLOPE FROM THE UPSTREAM TO DOWNSTREAM SIDE.
PUMP WNSTREAM TEMPORARY PIPE INTO THE DOWNSTREAM EXISTING CHANNEL.
° AROUND 3, CONNECT THE DOWNSTREAM TEMP HosE PLACE OUTLET OF PIPE TO MINIM " PIPE TO MINIMIZE EROSION AT THE DISCHARGE SITE OR PROVIDE TEMPORARY
467 COARSE AGGREGATE ENERGY DISSIPATION MEASURES. ON MEASURES. K
DEEP, EXTEND 25' EAC SIDE OF BANKS. W
4, CONNECT THE UPSTREAM TEMPOF STREAM TEMPORARY PIPE INTO THE UPSTREAM EXISTING CHANNEL. ~
1 FT, NorES: 5. INSTALL IMPERVIOUS DIKE AS SH( OD z
1, SLOPE APPROACHES TO CROSSING 2:1 OR FLATTER, 1 FT, MI , RIP RAP US DIKE AS SHOWN (APPROXIMATELY 5 FT MINIMUM FROM THE UPSTREAM AND W o o
2. SPILLWAY LENGTH =BANK TO BANK WIDTH OF STREAM J DOWNSTREAM CULVERT INVERTS) FILTER FABRIC OR AS SHOWN ON PLANS. PIPE SIZED TO CARRY .VERY INVERTS) AND DIVERT EXISTING CHANNEL INTO THE TEMPORARY PIPE. V rn ~ r
3. PIPE TO EXTEND COMPLETELY ACROSS PERMANENT NORMAL FLOW WHEN FLOWING HALF FULL 6. CONSTRUCT CULVERT AS SHOWN \ C ..r ODQN~ ERT AS SHOWN INCLUDING WINGWALLS. ~ N
RIGHT OF WAY AND 1 ft BEYOND LIMITS OF RIP RAP, USE DUCTILE IRON SECTION A-A 4, CROSSING i0 BE REMOVED UPON COMPLETION OF CONSTRUCTION. CMP OR RCP ONLY, \ ^?yV ~ z ~0'~Z
5. RIP RAP STONE SHALL BE NCDOT CLASS 2 7. UPON COMPLETION OF CONSTRUC V OF CONSTRUCTION, REMOVE THE IMPERVIOUS DIKES. 0 N o ~ ~
ENERGY DISSIPATOR FOR PUMP AROUND HOSE 6. STREAM CROSSING PIPE SIZED TO CARRY 2 YEAR STORM EVENT, p ap L r ~ ZNZQ wu°~a~
IF CLEAN WATER 8. CONSTRUCT ROADWAY FILL AND I 6" DEEP iWAY FILL AND INSTALL REQUIRED EROSION CONTROL MEASURES. Z ~ ~ ~ ~
NTS X467 STONE RIP RAP Q 0 °"~o ~ o ~ o~
IMPERVIOUS DIKE :E ~ _ ~ ~
W ~ X
0 0° TH I P I H T P I E M ERVIOUS D KE S ALL NO E SHALL NOT PERMIT SEEPAGE OF WATER INTO THE CONSTRUCTION SITE OR ~ J
CONTRIBUTE TO SILTATION OF THE Sl ,TION OF THE STREAM. THE IMPERVIOUS DIKE SHALL BE CONSTRUCTED OF AN ~
TEMPORARY STREAM CROSSING ACCEPTABLE MATERIAL IN THE LOCAT LIN THE LOCATIONS NOTED ON THE PLANS OR AS DIRECTED BY THE ~
NOT TO SCALE ENGINEER. M
TABLE ACCEPTABLE MATERIALS SHALL INCLU
THE PLACEMENT OF AN ACCEPTABLE LS SHALL INCLUDE BUT NOT BE LIMITED TO SHEET PILES, SANDBAGS, AND/OR 1N ACCEPTABLE SIZE STONE LINED WITH POLYPROPYLENE OR OTHER IMPERVIOUS ~
TEMPORARY STREAM CROSSING FABRIC. o_
NO. DIA. QUANTITY LENGTH MATERIAL MINIMUM
(IN) (FT) COVER (FT) EARTH MATERIAL SHALL NOT BE USEI ,LL NOT BE USED TO CONSTRUCT AN IMPERVIOUS DIKE WHEN IT IS IN DIRECT
1 54 2 132 CMP 1 CONTACT WITH THE STREAM UNLESS TREAM UNLESS VEGETATION CAN BE ESTABLISHED BEFORE CONTACT WITH THE
STREAM TAKES PLACE. C,
J_ Q
W SPECIAL STILLING BASIN N JNG BASIN
J THE SPECIAL STILLING BASIN S) SHAT BASIN S) SHALL BE A WATER PERMEABLE FABRIC BAG THAT TRAPS SAND,
Z SILT, AND FINES AS SEDIMENT LADEN SEDIMENT LADEN WATER IS PUMPED INTO IT. THIS DEVICE SHALL BE
° CONSTRUCTED SUCH THAT IT IS POW THAT IT IS PORTABLE AND CAN BE USED ADJACENT TO EACH DRILLED PIER. z
0 THE FILTER FABRIC SHALL MEET THE Cl) HALL MEET THE REQUIREMENTS OF SECTION 1056 OF THE NORTH CAROLINA
° PROPERTY TEST METHOD UNITS MINIMUM ° o DEPARTMENT OF TRANSPORTATION (N w NSPORTATION (NCDOT) STANDARD SPECIFICATIONS FOR TYPE 2 FABRIC. J
ENGLISH METRIC ENGLISH METRIC z a~ STONE SHALL BE FOR CLASS A STOP Z CLASS A STONE AND SHALL MEET REQUIREMENTS OF SECTION 1042 OF THE
5,20'0 NORTH CAROLINA DEPARTMENT OF Tf m WEIGHT ASTM D-3776 OZ/YD G /nn 8.0 248.03 W°Z~ay o©'aZ STONE FOR EROSION CONTROL, CLAS'. )ARTMENT OF TRANSPORTATION (NCDOT) STANDARD SPECIFICATIONS FOR CONTROL, CLASS A.
T I - a~:z .5 -<,0 CONSTRUCTION METHODS: GRAB L ASTM D4632 LB KG 200.0 90.72 stream sank )DS: 0
THE SPECIAL STILLING BASIN(S) SHAT BASIN(S) SHALL BE A BAG CONSTRUCTED TO A MINIMUM SIZE OF 10'X15' ui
PUNCTUREFLOW ASTM D-4833 LB KG 130.0 58.97 ~,g>ID -Special Stilling Basin Z°~¢ (3MX4.6M) MADE FROM A NONWOVEN 3 30.0 --A N g MAXIMUM SPOUT FOR RECEIVING PUM iM A NONWOVEN FABRIC. IT SHALL HAVE A SEWN-IN 8-INCH 20.3CM) RECEIVING PUMP DISCHARGE. THE BAG SEAMS SHALL BE SEW WITH A
Z DOUBLE NEEDLE MACHINE USING A H ° RATE ASTM D-4491 GAL/MIN/SF L/S/SM v o° 80.0 0.47 m Existing Terrain ° WIDE WIDTH STRENGTH AS FOLLOWS: HINE USING A HIGH STRENGTH THREAD. THE SEAMS SHALL HAVE A MINIMUM J
PERMITTIVITY ASTM D-4991 1 B AS FOLLOWS:
° /SEC 1.5 TEST METHOD MINIMUM SPECIFII MINIMUM SPECIFICATIONS U
° ASTM D-4884 60 LB/IN (10.'. 3 UV RESISTANCE ASTM D_4355 % 70.0 60 LB/IN (10.7 KG/CM)
THE FABRIC USED TO CONSTRUCT TH Co m C - Cr. Z ULTRA-VIOLET DEGRADATION AND ME CONSTRUCT THE BAG SHALL BE STABILIZED TO PROVIDE RESISTANCE TO DATION AND MEET THE FOLLOWING SPECIFICATIONS FOR FLOW RATES,
° m 0 ° LIL N STRENGTH, AND PERMEABILITY: E c') 4EABILITY:
~ o THE SPECIAL STILLING BASIN(S) SHALL BE PLACED SO THE INCOMING " a z Co P
WATER FLOWS INTO AND THROUGH THE BAG WITHOUT CAUSING EROSION. e, 15.0' to 20.0' 0 THE NECK OR SPOUT OF THE BAG SHALL BE TIED OFF TIGHTLY TO STOP -1 o z
°0 THE WATER FROM FLOWING OUT OF THE BAG WITHOUT GOING THROUGH -1© v J w J
In THE WALLS. r e w ~ r o o ~ H H
THE SPECIAL STILLING BASIN(S) SHALL BE REPLACED AND DISPOSED OF w o Z C" WHEN IT IS 3/4 FULL OF SEDIMENT, WHEN IT IS IMPRACTICAL FOR THE Z =I ` e" of sediment Control Stone J
Filter Fabric BAG TO FILTER THE SEDIMENT OUT AT A REASONABLE FLOW RATE OR cn " OOZw DESIGNED BY: BRR I CM
o WHEN IT BECOMES PUNCTURED OR TORN. PRIOR APPROVAL FROM THE m ENGINEER MUST BE RECEIVED BEFORE REMOVAL AND REPLACEMENT. y _n ; UJ DRAWN BY: TCM
M ° CL n z Zp uuN CHECKED BY: MAE
o THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SUFFICIENT r QUANTITY OF BAGS TO CONTAIN SILT FROM PUMPED EFFLUENT DURING Q DATE:
° CONSTRUCTION. Note: Provide Stabilized Outlet to Streambank 0 01-19-10
a Not To Scale 00 00
0 HEFT 1 OF 1 SHEET 1 OF 1 PROJECT#: 018426001
> 1630.06 1630.06 W 0
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLE) 1TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20
as } " EROSION CONTROL LEGEND LEGEND
a- F ~ ~ t , • t f ~iod (SEE DETAIL SHEETS FOR TYPICAL DETAILS AND GENERAL NOTES THIS SHEET FOR ADDITIONAL NOTES)
r - t r s ~ }r v' ~ ,j' t J q CONTRACTOR TO MAINTAIN TRAFFIC OPERATIONS ON LEXUS DRIVE Klmle1`-Horn + A 1 ~ DURING DEMOLITION AND PAVING. SEE SITE PLAN FOR ADDITIONAL
" d P , i INFORMATION L - - PROPERTY LINE n A Olt In _ a ss c a es, c
~ ~ - ~ -...a a - ~ - s D,~ 1784 PG. # t ~ ~7 L ,e: ~ s _ CEl -..m'°~ MAINTAIN 18" CMP TEMPORARY CULVERT FOR DIVERSION DITCH ~1 TO NC LICENSE ~-0102
/ " - 1~IN: 4'740ci46046 r ~ t; B e~ Ei PASS UNDER CONSTRUCTION EXIT UNTIL PERMANENT STORM SEWER LIMITS OF DISTURBANCE 1s1s s0u1N eouLEVARo IS INSTALLED ° ~ ~ ~ ~ DO NOT DISTURB OUTSIDE OF THIS LINE CHARLOTTE, NORTH CAROLINA 28203
~ a. ; - ; ~ ~ ~ - s ~ - `.501X1501 - - ~'ONED: GB ~ PHONE: [phone] C JERSEY BARRIERS TO PREVENT CONSTRUCTION TRAFFIC FROM
,.a - ~ b a - g . ~O ve " o .-.a.n ~ " ~ ,..,g DI EXISTING . CUTTING AROUND THE CONSTRUCTION EXITS B _ _ _ _ _ _ UNDISTURBED BUFFER ON KERR FAX: [phone] BRANCH c 2o~a
a 915:. . ~ CONTRACTOR TO MAINTAIN SLOPE DRAINS AND DITCH ALONG TOP
m ? ~ D OF SLOPE AS FILL SLOPE AND WALL ARE CONSTRUCTED EXISi1NG MAJOR CONTOUR
8~ A a - - ,e v ~ ~ " E REFERENCE GRADING AND DRAINAGE PLAN FOR INFORMATION ON _ PERMANENT STORM PIPES EXISi1NG MINOR CONTOUR B
" a e e„ ¢ ~ ~
" v ''9.^ e" m......._ ~ •i. - ~ n.;.. '4,. v 9~s '''-a. s F PROPOSED RETAINING WALL a~_ _
_ ' o ~ as.. _ - a 915 - - - -n,. X15 PROPOSED MAJOR CONTOUR _ / G CLEAN WATER BYPASS DITCH
~ CONTRACTOR TO INSTALL CATCH BASIN AND STORM PIPE AFTER PROPOSED MINOR CONTOUR
a.= n..,. 28 C " n L oD DRAINAGE ' , ''o H CLOSING SEDIMENT BASIN ~9 1 ~
n - ~"o ~ f~ DRAINAGE AREA #3. G I I CONTRACTOR TO BERM AREA TO MAINTAIN P051TIVE DRAINAGE LIMITS OF DRAINAGE SUB-BASIN
° DRAINAGE AREA#8. D ° / as : z z ~ v-c6 26-YI ~ -e: 30.73 ~ ~ 30.73 AC _ _ " ~ ' ~ TEMPORARY STOCKPILE LOCATION TO BE USED FOR CLOSING
2.74 AC SEDIMENT ~ zs-DI ~..a. = a ~ - ~ DIRECTION OF OVERLAND FLOW ~ SEDIMENT BASIN ~1 AND TRAP ~7
" _ TRAP 8 ~
ma - - s " a p., ,010 9D DI ; " z... K T I F SLOPE C Y~,! l l l i l i 111 ~d GL SEE CULVERT PLAN FOR CULVER N ORMATION SLOPE CALL OUT e®i • A~0 ds~
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- - TB SHEET FOR INSTALLATION OF BAFFLES) ` a a a
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119-CB 120-CB _ - sT ~t,..a - 51 CB D - ~ APRON
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0 - I z o~ DI
DI m DI " . _ - v: _ _ - - - -..z p1 p. u,a ' STRUCTURES OR INFRASTRUCTURE TO
52-CB BE DEMOLISHED DI
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_ . I - 1 inch = 60 ft. ~ ~ - e_ ' 15
- ,
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" 1 -CB DI 7.31 AC 0
s~ CONTROL NOTES AND - , \ ''o U
oD - - 117-CB - " v ° ' ' E, CONSTRUCTION SEQ ENCE z
~ = _ ~ PERTAINING TO THIS PLAN.
I DRAINAGE AREA #9: _ 10-MH NO DISTURBANCE C v
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SPILLWAY , -.n _ J _ _ - _ _
8 1 1 1 1 (t - ~ - oD 6s _ D2 ~ DIVERSION DITCH ~ - DRAINAGE AREA #1. ~ s a: ~ ; FLOWS DIRECTILY INTO _ ;
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w 925. _ ~ oD 684, PG 907
I 920=~ { _ _ - N _ \ 22' EMERGENCY PlN' 740931943 C-7 ~ SPILLWAY .G. ~ (lp
MATCH LINE THIS SHEET MATCH LINE THIS SHEET
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- PON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20
: _ EROSION CONTROL LEGEND
a ~ ~ `y (SEE DETAIL SHEETS FOR TYPICAL DETAILS AND GENERAL NOTES THIS SHEET FDR ADDITIONAL NOTES) / ~ 7~
Klmle -Horn A y
d - - _ _ f ~ J d ? rr i .N ~ ' r. ~1~! 1a~~ a~ ~cc s~ PL - - PROPERTY LINE n A oit In a ss c a es, c
d v v , c 'd D,~~: " 178/, PG. ~7 t a, ' ~ ~ NC LICENSE ,~F-0102 ~ LIMITS OF DISTURBANCE 1s1s sau1N eouLEVARo
- - / a'`t~IN: 4'7404460+6 r° o' F,% ~ _ °O ~ ~ ~ ~ DO NOT DISTURB OUTSIDE OF THIS LINE suITE 100 ~ , ~ ~ e- CHARLOTTE, NORTH CAROLINA 28203
~'ONED: Gd , ~ PHONE: [phone]
b 9 rf / x B _ _ _ _ _ _ UNDISTURBED BUFFER ON KERR FAX: [phone] . ~ BRANCH ~c 2om
s / g15,. '11
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~ 8 u~i f~ ° a ~ EXISTING MINOR CONTOUR
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ST ~ SAL _ TEMPORARY JUTE COIR BAFFLES SEE DETAIL / c 07 ~ t TB SHEET FOR INSTALLATION OF BAFFLES
- ~ e e e e e e / , . ~ ~ , ) r ~ c
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905 ~ - 905• 905 ~ 5 , ~ . / 0 D `-j CE1
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. _ _ / DI DROP INLET PROTECTION J
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_ T:~,~ SS 1 ~ 1~ i
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STRUCTURES OR INFRASTRUCTURE TO SS ~V~~,`~,, BE DEMOLISHED
_
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RA Y 860 OPERATIONS ON LEXUS DRIVE DURING D WN B • TCM
N L ` DEMOLITION AND PAVING. SEE SITE CHECKED BY. MAE PLAN FOR ADDITIONAL INFORMATION.
\ DATE:
00 lom 01-19-10
i - sum ao 000 ' OD v PROJECT#: 018426001
o 930 J.. ALEXANDER 5 s
B. 684, PG 902
Y g20 ' w PIN.- 4740931943 7 -n
Y MATCH LINE THIS SHEET MATCH LINE THIS SHEET
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 ' 13 14 15 16 17 18 17 18 19 20
EROSION CONTROL NOTES:
SEDIMENT AND EROSION CONTROL 1, TOTAL AREA DISTURBED = 60 ACRES
PROCEDURES
2. LIMITS OF GRADING SHOWN ON THE PLAN ARE MAXIMUM LIMITS FOR EROSION CONTROL PURP05ES Kimle -Horn A
ONLY. SURVEYOR TO DETERMINE ACTUAL LIMIT. N 1. PRIOR TO CLEARING AND EARTHWORK ACTIVITIES THE CONTRACTOR SHALL OBTAIN AN APPROVED n A i t In a sso~ a es, ~
° GRADING PERMIT FROM THE CITY OF CHARLOTTE INSPECTOR AND THEN INSTALL ALL EROSION CONTROL NC LICENSE #F-0102 1919 SOUTH BOULEVARD
° ` 3. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE TOWN OF TROUTMAN AND IREDELL COUNTY, w DEVICES SPECIFIED AND AS INDICATED ON THE DRAWINGS. DURING EACH PHASE OF SITE SUITE 100 CHARLOTTE, NORTH CAROLINA 28203
° 4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY CONSTRUCTION THE CONTRACTOR SHALL ADJUST, RELOCATE AND/OR REINSTALL AS APPLICABLE ALL PHONE: [phone] FAX: [phone]
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. EROSION CONTROL DEVICES AND SEDIMENT DISCHARGE FROM THE SITE, O 2010
m 5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF 2. SILT FENCE SHALL BE MAINTAINED AROUND THE PERIMETER OF ALL EARTHWORK AREAS TO PREVENT
s THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. SEDIMENT TRANSPORT ONTO ADJACENT PROPERTIES, AS APPLICABLE. m
6. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS. REFER TO EROSION CONTROL 3. SILT FENCE FILTER BARRIERS SHALL BE INSTALLED AND MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE B
o ORDINANCE FOR ADDITIONAL REQUIREMENTS. AND LANDSCAPING IS INSTALLED.
0 N 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE 4. THE CONTRACTOR SHALL IMMEDIATELY CLEANUP AND REPAIR ALL EROSION DAMAGE AFTER DISCOVERY
OF THE TOWN OR COUNTY ENGINEERING DEPARTMENT. AND REINSTALL ADEQUATE CONTROL MEASURES AS NECESSARY TO PREVENT REOCCURRENCE OF
DAMAGE. 0
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT ° PREVIOUSLY APPROVED. 5. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR
DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY
9. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE OWNER, HIS 24 HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UNTIL FINAL STABILIZATION C !~~l111111l1//!
REPRESENTATIVE, OR THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. HAS BEEN OBTAINED.
10. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION IN ACCORDANCE WITH 6. STABILIZATION MEASURES SHALL BE INITIATED AS 500N AS PRACTICABLE IN PORTIONS OF THE SITE ..e~ .-v. a SAL
THE REQUIREMENTS OF THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973, THE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE LOCAL JURISDICTIONAL AGENCY, THE APPROVED EROSION CONTROL PERMIT, AND THESE PLANS AND MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIUITYIN THAT PORTION OF THE SITE HAS BEEN
SPECIFICATIONS. TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL o
RESUME WITHIN 21 DAYS. CONTRACTOR SHALL INSTALL TEMPORARY GRAVEL DRIVEWAY AT EACH ° ~Gf m 44~
11. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT
WITHIN THE BOUNDARIES OF THE SITE. ALL DISTURBED AREAS SHALL BE NONER051VE AND SHALL BE 7. CONSTRUCTION POINT OF ACCESS TO LIMIT DEP051TS OF EARTH AND OTHER HAULED MATERIALS ONTO //f~! f ~i a.l l11\\~~ I1 ~ t.t4~lo
GRASSED AS SOON A5 CONSTRUCTION PHASES PERMIT AND ALL SLOPES SHALL BE STABILIZED AS THE ADJACENT LOT. THE CONTRACTOR SHALL ROUTINELY CLEAN ALL SEDIMENT DEPOSITS AND DEBRIS
SOON AS POSSIBLE. SLOPES SHALL BE STABILIZED WITHIN 21 CALENDAR DAYS, FROM ROADWAY AS THEY OCCUR.
12. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED WEEKLY AND AFTER ANY 8. SEE THE GRADING AND DRAINAGE PLAN FOR INFORMATION ON ALL PERMANANT STORMWATER PIPES. PERMIT SET
STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24 HOUR PERIOD, BUT IN
NO CASE LESS THAN ONCE EVERY WEEK. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. SUBMIT
WRITTEN REPORT WITH EACH INSPECTION TO THE OWNER, CONSTRUCTION SEQUENCE
13. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCING WHEN IT BECOMES 6-INCHES DEEP AT PHASE 1 THE FENCE. THE FENCING WILL BE REPAIRED A5 NECESSARY TO MAINTAIN SUFFICIENT BARRIER,
1. THE FOLLOWING "CONSTRUCTION SEQUENCE" IS FURNISHED AS A GENERAL GUIDE FOR PREPARATION OF E
14. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE A SEQUENCE OF CONSTRUCTION EVENTS. ADDITIONS, DELETIONS AND MODIFICATIONS SHOULD BE MADE
PLANS AND SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. AS APPROPRIATE.
2.
15. ALL DRAINAGE SWALES MUST BE GRASSED AND RIP-RAP MUST BE REPLACED AS REQUIRED TO 3. OBTAIN GRADING/ER0510N CONTROL PLAN APPROVAL FROM THE IREDELL EROSION CONTROL DIVISION.
CONTROL EROSION. RIP-RAP WILL CONSIST OF 50 TO 125 POUND STONES PLACED AT ALL HEADWALLS, AND WHERE NOTED ON CONSTRUCTION DRAWINGS, 4. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR WITH
IREDELL COUNTY TO DI5CU5S EROSION CONTROL MEASURES. THIS MEETING SHALL BE SCHEDULED A
16. ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS DIRECTED BY THE MINIMUM OF 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY.
LOCAL JURISDICTIONAL INSPECTOR.
5. FLAG ALL THE PHASE 1 LIMITS OF CONSTRUCTION AND ANY OTHER BUFFERS. CONTRACTOR IS TO STAY ~ F
17. WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE: WITHIN THE LIMITS OF CONSTRUCTION AT ALL TIMES. ANY NEED TO CROSS THIS LIMIT LINE WILL NEED
A. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY BUILDING OR OTHER EXCAVATION SPOIL TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO ANY CROSS OVER. DIRT, CONSTRUCTION TRASH OR DEBRIS, ETC., FROM THE DRAINAGE AREA SHOWN HEREON IN A
EXPEDITIOUS MANNER A5 CONSTRUCTION PROGRESSES. 6. INSTALL TEMPORARY CONSTRUCTION EXIT WITH ASSOCIATED CONSTRUCTION ENTRANCE SIGN . USE Channel/ Sic Side Min. Channel Max. Channel Drainage Peak Flow Permissible Depth Calculated Velocity Check Dam Phases of rn
( ) B. THE CONTRACTOR HEREBY AGREES TO STOP ALL WORK AND RESTORE THESE IMMEDIATELY UPON ROCK OR WASHED STONE TO BRING CONSTRUCTION EXIT TO GRADE. IMPLEMENT WHEEL WASHES Ditch Channel SIo1 :hannel Slopes Gradient Gradient Area Q1D* Velocity** Mapping's of Flow*** Velocity*** Control Height Construction p
NOTIFICATION BY THE LOCAL JURISDICTIONAL INSPECTOR AND/OR THE OWNER. THROUGHOUT ALL PHASES OF CONSTRUCTION. PREPARE TEMPORARY PARKING AND STORAGE AREA Na. Dimensions (H.' pensions (H:V) (ac) (cis) (fps) "n" (ft) (ips) Required? Required N
NEARBY, 1 3' DEEP 2.5 ' DEEP 2.5:1 0.50 7.80 3.62 15.3 2.5 0.035 1.11 6.4 YES 2.0' High 1 ~
18. FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION AND STABILIZATION k 3'-bottom k '-bottom k k k k Check Dam k
SHALL BE REQUIRED AS PER LOCAL JURISDICTIONAL EROSION CONTROL LAWS. 7, INSTALL SILT FENCE AND TREE PROTECTION CLEARING ONLY AS NECESSARY TO INSTALL THESE , 2 ~ 2 DEEP ~ 2.5 'DEEP ~ 2.5:1 0.50 5.10 6.15 25.9 2.5 ~ 0.035 1.43 ~ 6.4 YES ~ 2.0' High ~ 1 w
DEVICES. 19. ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING k 3'-bottom k G F '-bottom k k k k Check Dam k a
CONSTRUCTION AND SHALL BE MAINTAINED IN PROPER WORKING ORDER UNTIL ALL DISTURBED AREAS B. INSTALL SEDIMENT BASINS [W/ ASSOCIATED RISER, BARREL (W/ RIP-RAP APRON), ANTI-SEEP COLLAR, 3 ~ 2' DEEP ~ 2.5 0 'DEEP ~ 2.5:1 0.50 15.15 0.50 2.1 2.5 ~ 0.035 0.39 ~ 4.3 YES ~ 1.0' High ~ 1
ARE STABILIZED AND GROUND COVER IS ESTABLISHED. CONSTRUCTION ENTRANCE PADS SHALL BE EMERGENCY SPILLWAY, TRASH RACK, AND JUTE NETTING BAFFLES], CLEARING ONLY AS NECESSARY TO k 3'-bottom k '-bottom k k k k Check Dam k p
INSTALLED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE. INSTALL THESE DEVICES. INSTALL SEDIMENT TRAPS (W/ ASSOCIATED SPILLWAY). IMMEDIATELY 4 2' DE P E ~ 2.5 'DEEP ~ 2.5:1 0.50 2.40 0.97 4.1 2.5 ~ 0.035 0.56 ~ 2.9 YES ~ 1.0' High ~ 1 z
STABILIZE THE SLOPES OF RISER BASINS AND TRAPS. INSTALL TEMPORARY DIVER510N DITCHES (W/ 3'-bottom
20. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT ON k k CHECK DAMS) AND TEMPORARY SLOPE DRAINS (W/RIP-RAP APRONS) FOR EACH SEDIMENT BASIN AND , '-bottom k k k k Check Dam k v
SITE WHENEVER LAND DISTURBING ACTIVITY IS IN PROGRESS. 5 ~ 2 DEEP ~ 2.5 TRAP. SEE THE EROSION CONTROL DETAILS SHEET FOR DETAILS AND CALCULATIONS. DEMOLITION OF DEEP ~ 2.5.1 0.50 4.00 0.33 1.4 2.5 ~ 0.035 0.31 ~ 2.4 NO ~ n/a ~ 1 AND 2 J
EXISTING MATERIALS MAY ONLY OCCUR IN AREAS WHERE BEST MANAGEMENT PRACTICES ARE TO BE k 3'-bottom k 21. INSTALL SILT FENCE ALONG THE DOWNSTREAM SIDE OF ALL PROPOSED CUT AND FILL CONSTRUCTION CONSTRUCTED. TREES AND GROUNDCOVER MAY BE REMOVED ONLY AS NECESSARY FOR STOCKPILING. 10 2' DEEP -bottom k k k k k
2.5 AND AS INDICATED ON PLANS. 'DEEP ~ 2.5:1 0.50 2.50 0.68 2.9 2.5 ~ 0.035 0.47 ~ 2.6 YES ~ 1.0' High ~ 1 H ~
k 3'-bottom k '-bottom k k k k Check Dam k
22. A TEMPORARY DIVERSION SWALE MAY BE USED IN LIEU OF SILT FENCE WHERE RUNOFF CAN BE 9. BEGIN DEMOLISHING THE REMAINING OF ONSITE BUILDINGS, STRUCTURES, PIPES, AND PAVEMENT AS 11 2' DEEP 2.5 'DEEP ~ 2.5:1 0.50 9.40 2.26 9.5 2.5 ~ 0.035 0.87 ~ 6.0 YES ~ 1.0' High ~ 1 W
DIRECTED TO A TEMPORARY SEDIMENT TRAP, SHOWN ON THE PHASE 1 PLAN ONLY. k 3'-bottom k '-bottom k k k k Check Dam k
10, BEGIN INSTALLATION OF THE PERMANENT CULVERT SHOWN IN THIS PHASE FOR KERR BRANCH BEING 12 ~ 3' DEEP ~ 2.5 'DEEP h 2.5:1 0.50 5.60 8.10 34.2 2.5 0.035 1.63 hh 7.2 YES hh 2.0' High hh 1 I I I I I ~
23. IT IS THE CONTRACTOR S RESPONSIBILITY TO PERFORM REQUIRED MAINTENANCE OF ALL ER0510N AND SURE TO LIMIT DISTURBANCE AS MUCH AS POSSIBLE. SEDIMENT CONTROL DEVICES TO ENSURE THEIR FUNCTION AT ALL TIMES. 3'-bottom '-bottom Check Dam ~ ~ 0 ~
13 ~ 5' DEEP ~ 2.5 'DEEP 2.5:1 0.50 12.50 20.62 87.0 2.5 0.035 2.51 12.4 YES 3.0' High 1 Q ~ N
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES 24. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS AND STRUCTURES TO MINIMIZE EROSION, 3'-bottom U V '-bottom Check Dam y w z
BEEN ESTABLISHED. 14 4' DEEP 2.5 W DEEP ~ 2.5.1 0.50 7.50 1.65 7.0 2.5 ~ 0.035 0.74 ~ 5.0 YES ~ 2.0 High ~ 1 Q
J '-bottom Check Dam ~ -
25. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE THE ROAD SURFACE PHASE 2 3'-bottom Z W 'DEEP k 2.5:1 0.50 2.00 1.79 7.6 2.5 k 0.035 0.78 k 3.2 YES k 1.0' High k 1 0 w
SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM 15 2'DEEP 2.5 THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL 1. CONTINUE CLEARING, GRUBBING, STRIPING, AND ROUGH GRADING OF THE SITE. MAINTAIN P051TIVE 3'-bottom ~ tY '-bottom Check Dam ~ 0
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER, FLOW TO ALL SEDIMENT BASINS AND TRAPS THROUGHOUT CONSTRUCTION. 16 k 2' DEEP k 2.5 Z N Q 'DEEP k 2.5:1 0.50 52.60 0.55 2.3 2.5 k 0.035 0.41 k 6.6 YES k 1.0' High k 1 ~ ~ ~
I TA L SEDIMENT BASIN 3 AND SEDIMENT TRAP 8 W ASSOCIATED RISER BARREL W RIP-RAP ~ 3'-bottom 26. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR OR HAS BEEN 2. NS L # # [ / ~ ( / bottom Check Dam
APRON ,ANTI-SEEP COLLAR, EMERGENCY SPILLWAY, TRASH RACK, AND JUTE NETTING BAFFLES ALONG 17 k 2' DEEP k 2.5 PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE ) ] 'DEEP 2.5:1 0.50 52.60 0.57 2.4 2.5 0.035 0.42 6.7 YES 1.0' Hi h 1 d k k k k g k
EQUAL TO THAT OF THE ORIGINAL APPLICATION, WITH ASSOCIATED DIVERSION DITCHES AND SLOPE DRAINS. ~ 3'-bottom '-bottom ~ ~ ~ ~ Check Dam
18 k 2' DEEP k 2.5 3. BEGIN GRADING FILL SLOPES. MAINTAIN AND VERTICALLY ADJUST ALL TEMPORARY DIVER510N DITCHES, , 27. PERFORM A FINAL DEMUCKING OF ALL SEDIMENT CONTROL DEVICES BEFORE DEMOBILIZATION, 3-bottom 'DEEP k 2.5:1 0.50 5.30 1.95 8.2 2.5 k 0.035 0.81 k 4.7 YES k 1.0' High k 1 J
ROCK CHECK DAMS, SLOPE DRAINS AND SILT FENCE THROUGHOUT CONSTRUCTION TO MAINTAIN A '-bottom ~ ~ ~ ~ Check Dam
DRAINAGE PATTERN AWAY FROM SLOPES. 19 k 2' DEEP k 2.5 'DEEP k 2.5:1 0.50 14.10 0.89 3.8 2.5 k 0.035 0.54 k 5.1 YES k 1.0' High k 1 Z
3'-bottom '-bottom ~ ~ ~ ~ Check Dam ~ J v Z
4. BEGIN INSTALLING THE PERMANENT STORM SEWER SYSTEM AND ALL OTHER UTILITIES AS THE SITE 15 20 2' DEEP 2.5 k k STABILIZATION NOTES. 'DEEP k 2.5:1 0.50 10.30 0.99 4.2 2.5 k 0.035 0.57 k 1.7 NO k n/a k 1
BROUGHT TO GRADE. PROTECT INLETS WITH APPROPRIATE STANDARD DEVICES OR MEASURES AS 3'-bottom '-bottom
1, CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN AND THE SEEDING SPECIFICATIONS FOR THE SHOWN ON THE PLANS. CONTRACTOR TO MAINTAIN AND UTILIZE ALL DIVERSION DITCHES UNTIL SUCH VARIOUS ZONES OF PERMANENT STABILIZATION PRIOR TO SEEDING AREAS THAT ARE BROUGHT TO TIM AS THE RESPECTIVE PERMANENT STORM SEWER IS INSTALLED WITH THE ASSOCIATED INLET 21 3' DEEP 2.5 'DEEP 2.5:1 0.50 33.33 4.84 20.4 2.5 0.035 1.27 11.7 YES 2.0' High 2
FINAL GRADE. ALL AREAS SHALL BE SEEDED PER THE ZONES AND SPECIFICATIONS. PROTECTION. ~ 3'-bottom '-bottom ~ ~ ~ ~ Check Dam
'DEEP 2.5:1 0.50 4.00 2.05 8.6 2.5 0.035 0.83 4.3 YES 2.0' High 2
I T TI F T I I T T P P Y PH TH T I I 22 3' DEEP 2.5 2. ANY AREAS THAT ARE BROUGHT TO FINAL GRADE, BUT STABILIZED WITH A TEMPORARY SEED OR SEED 5. BEG N CONS RUC ON 0 RE A N NG WALLS. CON RAC OR TO RO ERL ASE ERE A N NG WALL 3'-bottom K -bottom ~ ~ ~ ~ Check Dam
MIXTURE 15 AT THE CONTRACTOR S RISK. ALL AREAS MUST HAVE PERMANENT STABILIZATION CONSTRUCTION SO THAT UTILITIES DO NOT INTERFERE WITH WALL TIE BACKS. W 'DEEP 3:1 0.50 20.00 8.81 37.2 2.5 0.035 2.05 11.8 YES 2.5' High 2 ~
ESTABLISHED BY THE POSSESSION DATE, UNLESS OTHERWISE APPROVED BY THE CM. 23-CLEA 3' DEEP 3: 6. AS THE MAJOR FILL SLOPE ON THE NORTH SIDE OF KERR BRANCH 15 BROUGHT TO NEAR FINAL WATER ~ 3'-bottom '-bottom Check Dam 0 0
Z Wo o
3. ANY ZONES THAT ARE STABILIZED WITH A SEED OR SEED MIXTURE THAT WAS NOT SPECIFIED A5 THE GRADES AND DIVERSION DITCH #21 IS INSTALLED, MODIFY SEDIMENT TRAP #5 FROM PHASE 1 TO PERMANENT STABILIZATION FOR THAT ZONE WILL REQUIRE RE-GRADING AND RE-SEEDING AT THE SEDIMENT TRAP #5A AND REMOVE SEDIMENT TRAP #4. MODIFY SEDIMENT BA51N #2 FROM PHASE 1 TO 00 v N~
CONTRACTOR'S EXPENSE. SEDIMENT BASIN #2A. ~ o
z coONao ,N
PHASE 3 ci r°'. z j U 0 ? u~~Qz
SPECIAL NOTES: O N 0 L ~ ~ zNZQ
1. BEGIN INSTALLATION OF PAVEMENT AND CURBS. MAINTAIN POSITIVE DRAINAGE TO SEDIMENT BASINS N wroQ~ Z ~ r ; F
1. THE EROSION AND SEDIMENTATION CONTROL MEASURES WERE DESIGNED USING THE NORTH CAROLINA AND TRAPS. Rpe Rpe Upstream Downstream Rpe Drainage Peak Flow 10 Year Apron Apron Stone Apron Fhases of Q ~ ~ V ~ 0
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND SHALL BE INSTALLED Slope Drain! Rpe Rpe ~ rn O ~ meter Slope Invert Elev. Invert t3ev. Length Area Q10* Rpe Velocity Zone Length Width Class Thlcknes5 Construction ~ 0 F
ACCORDINGLY, CONTRACTOR SHALL OBTAIN THE NORTH CAROLINA EROSION CONTROL AND SEDIMENT 2. CONTRACTOR TO DILIGENTLY AND CONTINOUSLY MAINTAIN ALL ERSOION CONTROL DEVICES AND Trench Drains Diameter slope irr CONTROL PLANNING AND DESIGN FIELD MANUAL FOR REFERENCE. STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE culvert No. (in) N (in) (ft) (ft) (ft) (ac) (cfs) Material (fps) (ft) (ft) (In) required ~
IREDELL COUNTY INSTPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFOMRD AT APPROPRIATE c~ 36 o.s°~ ° 1 AND2 ~ W 36 D 8 ~ 877 00 876.50, 60 00 9; 77
2. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE STAGES OF CONSTRUCTION. c212A as ~5.a% '......0.013.....' J 36 15.4% 871.00 869.00 13.00 8.1 D 98.3 0.013 34.39 2 18 9 B 18 1 A ND 2
EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTORS c3 36 26.1% 36 26.1 % 875.00 869.00 23.00 2.94 139.4 0.013 45.79 2 18 9 B 18 2 0 39..9. 33.38.. 2.. 9.. 5.. B 18 2
SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. 3. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER SUFFICENT TO cs is 2ss~r° RESTRAIN EROSION WITHIN 15 CALENDAR DAYS AFTER THE COMPLETION OF ANY PHASE OF GRADING. 18 26.3 887.00 861.00 99.00 9.64 0.013 _
A AR A P HI H F RTH R A I T R I A TI TY R TAK AR T c~a ~2 27.9°r° 12 27.9% 885.00 861.00 86.00 0.3D 1.2 0.013 13.15 2 6 3 B 18 2 M ,
3. SEE EROSION AND SEDIMENT CONTROL DETAIL SHEETS, GENERAL NOTES, AND LANDSCAPE SHEETS FOR LL E S U ON W C NO U E L ND D S U B NG C VI WILL BE UNDE EN E 0 BE PLANTED OR PROVIDED WITH PROTECTIVE COVER WITHIN 21 CALENDAR DAYS. sD~A 36 33.o°r° GENERAL EROSION CONTROL NOTES, MAINTENANCE NOTES, SEEDING SPECIFICATION, EROSION CONTROL SD1B 36 33.0% 36 33.0% 900.00 867.00 100.00 2.15 8.9 0.013 23.74 2 18 9 B 18 2 ~ w
DETAILS, AND DESIGN TABLES FOR SEDIMENT BASINS, DIVERSION DITCHES, AND CULVERTS, SLOPE DRAINS, a creAni~~ ec eR~ac eR~ RRniirur rn ~inucu~n r.Ran~ 36 33.0% 900.00 867.00 100.00 2.15 8.9 0.013 23.74 2 18 9 B 18 2 0
n
AND HIP-HAP APHONS. . J - 11- - J Culvert Flows are from the Basin Spr from the Basin Spreadsheet. Slope Drain Flow s are calculated from Q=CIA, w ith C at 0.6, and the rainfall intensity of 6.90 in/hr
5. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. From StormCADor Flow master Softy or Flow master Software
4. SEE THE GENERAL NOTES SHEET AND THE GRADING AND DRAINAGE PLAN FOR OTHER NOTES REGARDING i.a from the NCDENR Manual
GRADING ACTIVITIES. See Figure 8.06.a from the NCDENF 3 6. FINAL CONVERSION OF SEDIMENT BASINS TO WET DETENTION PONDS TO BE COORDINATED WITH IREDELL
J 5. SEE THE WET POND NOTES AND DETAIL SHEETS FOR LOCATIONS OF PROPOSED PLANTINGS AND DETAILS COUNTY AND THE TOWN OF TROUTMAN. _ z
Q SEDIMENT TF W REGARDING THE STORMWATER MANAGEMENT DEVICES (WITH OUTLET STRUCTURES). _ a N
0 J
° 6. SEE SITE PLAN, GRADING AND DRAINAGE PLAN, UTILITY PLAN, LANDSCPE PLAN, RETAINING WALL PLANS vJ
o (WITH "RW" PREFIX) AND OFF-SITE ROADWAY PLANS FOR DETAILED DESIGN INFORMATION OF PERMANENT SEDIMENT DRAINAGE DIS' ° SITE APPURTENANCES SHOWN ON THIS SHEET. TRAP AREA 1 DRAINAGE DISTURBED RATIONAL FLOW VOLUME VOLUME SURFACE AREA SURFACE AREA SIDE BOTTOM SPILLWAY SW CREST TOP OF Uj AREA AREA COEFFICIENT Q,o REQUIRED PROVIDED REQUIRED PROVIDED SLOPES ELEVATION WIDTH ELEVATION BERM
z WATERSHED ACRES A ACRES ACRES C VALUE CFS CF CF CF CF H:V FT FT FT FT 0
O 3.51 3.51 0.60 14.5 12,636 17,075 6,330 6,822 3:1 858.00 16 861.50 863.00 z z
0 7. THE PROPOSED CONTOURS ON THIS SHEET ILLUSTRATE DRAINAGE PATTERNS THAT SHALL BE ACHEIVED 4 3.51 W THROUGHOUT THIS PHASE. SEE THE GRADING AND DRAINAGE PLAN FOR FINAL GRADE ELEVATIONS. 5 4.69 11 W 5A 2.34 4.69 4.69 0.60 19.4 8,442 17,625 6,320 8,595 3:1 853.00 22 855.50 857.00 0
2.34 2.34 0.60 9.7 4,212 9,444 4,220 5,082 3:1 853.00 22 855.50 858.00 J
8. EXISTING BOUNDARIES TOPOGRAPHY UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY R.B. 6 4.54 7 1.28 4.54 4.54 0.60 18.8 16,344 22,901 8,180 11,325 3:1 908.00 20 910.50 912.00 0 1.28 1.28 0.60 5.3 4,608 6,837 2,310 3,679 3:1 872.00 10 874.50 876.00 Q
PHARR AND ASSOCIATES, P.A. ALL INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR. 8 2.74 2.74 2.74 0.60 11.3 9,864 11,504 4,940 5,542 2.51 907.00 15 909.50 911.00 ~ J
ADJACENT PROPERTY OWNER INFORMATION IS SHOWN ON THOSE SHEETS. 11 0.49 0.49 0.49 0.60 2.0 1,764 1,823 890 1,225 2.51 881.00 10 857.50 859.00 _j Z)
3 9. WHERE THE LIMITS OF DISTURBANCE AND TEMPORARY FENCE (SF, SF-PF, OR PF) LIMITS ARE ADJACENT, Z _ U
11 SEDIMENT BP THE TEMPORARY FENCE LINE IS THE LIMITS OF DISTURBANCE. THE LINE TYPES ARE SHOWN SEPARATED - 0 J
FOR ILLUSTRATIVE PURPOSES ONLY. UQ
U SEDIMENT DRAINAGE DIE DRAINAGE DISTURBED RATIONAL FLOW VOLUME VOLUME SURFACE AREA SURFACE AREA SIDE BOTTOM SPILLWAY SW CREST TOP OF RISER RISER CREST BARREL BARREL BARREL BARREL ANTI Z U
3 10. RISER SEDIMENT BASINS W RISER BARREL (W/ RIP-RAP APRON), EMERGENCY SPILLWAY TRASH RACK BASIN AREA AREA AREA COEFFICIENT Qjo REQUIRED ! PROVIDED REQUIRED PROVIDED SLOPES ELEVATION WIDTH ELEVATION BERM DIAMETER ELEVATION DIAMETER UPSTREAM ! DOWNSTREAM MATERIAL FLOATATION 0
AND SILT FENCE BAFFLES TYP SEE DESIGN TABLES ON THE EROSION CONTROL SHEETS FOR (WATERSHED) (ACRES) (ACRES) (ACRES) (C VALUE) (CFS) (CF) (CF) (CF) (CF) (H:V) (FT) (FT) (FT) (FT) (I N) (FT) (I N) INVERT (FT) INVERT (FT) DEVICE
E VOLUME AND SURFACE AREA CALCULATIONS AND RISER AND BARREL DESIGN). 1 10.35 10.35 10.35 0.60 6.9 18630 26131 18640 19482 3:1 879.0 20 881.0 883.0 48 880.5 36 879 879 CMP 4.Ux4.0'x2.0'
0 CONCRETE P 0
2 34.87 O O 34.87 34.87 0.60 98.3 62766 84711 42780 44779 3:1 867.0 115 871.0 873.0 48 870.5 36 868 866 CMP 4.Ok4.0'x4. k k k k k N ~ CONCRETE
O 2A 7.31 w W 7.31 7.31 0.60 30.3 13158 114497 13170 37153 3:1 867.0 15 871.0 873.0 24 870.5 18 867 866 MID 4.ux4.0'x4.0'
k k k k k a CONCRETE
3 27.14 27.14 27.14 0.60 112.4 48852 160341 48880 68185 3:1 871.0 30 874.0 876.0 48 873.5 36 874 861 RCP 4.Ux4.0'x3.0' DESIGNED BY.
'o BRRITCM CONCRETE
9 9.64 9.64 9.64 0.60 39.9 17352 39995 17370 18270 3:1 887.0 15 889.0 891.0 24 889.0 18 887 868 HDPE 2.0'x2.0'x2.0' DRAWN BY: TCM
0 CONCRETE CHECKED BY: MAE
r 10 0.76 U 0.76 0.76 0.60 3.1 1368 4262 1370 2631 2.5:1 886.0 10 887.5 889.0 18 888.0 12 886 861 HDPE 2.0'x2.0'x1.0' Q
O N CONCRETE DATE: 01-19-10
d 00 PROJECT#: 018426001
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 ' 13 14 15 16 17 18 17 18 19 20
° z ° z
Ri Ri NOTE 2
z~ o B MAX. WITH WIRE ? Q~3 ~ o Q~3 . DRo~N (G' MAX. WITHOUT WIRE) R(£~O DRo~O R~~O ANTI-VORTEX PLATE Kimle -Horn A
m°z~fy oo~FZ mZ~~D NOTE: oo~FZ F ~°D°m ~¢zttF ~°D°m USE CLASS B STONE FOR STRUCTURAL ~¢zF~f 8 REEBOARD WELDED TO CMP RISER ~ ~ ~ n ~ ~ In NOTE , a ssoc a es, c
mza ~°~00 mzz ~°~00 • v ° ~ 12% GAUGE MIN. ~ ~ R O O STONE AND PAY FOR AT THE CONTRACT ¢ ~ R / / / / DESIGN FLO / //~/i c zR~°m 2 ~F zw zR~°m H->= zw DEPTH / TRASH RACK 1919 SOUTH BOULEVARD
~ °vp i MIDDLE AND VERTICAL WIRES O~~p~ °vp UNIT PRICE PEA TON STONE FOR EROSION °~F~o~ / / / / /i PIPE ° O ~ ¢ \ \ \ \ \ \ ~ °~~z o a O~~z ' DDD ~ _ °z DDD CONTROL, CLASS B. z / / / / / / /t /\/\/h/ \ TOP OF DAM sulrE 100 CHARLOTTE, NORTH CAROLINA 28203 - PHONE: [phone]
o <q 10 GAUGE MIN. - &a <q USE N0. 5 OR N0. 57 STONE FOR A A &p \ \ \l\ \ \ \\r\ ~\~i~\~\ \ \ - v ~ v ~ / / / / \~i~\~\\\\\\ -
° e TOP AND BOTTOM STRAND ~a z SEDIMENT CONTROL AND PAY FOR AT I~ ~a • I [I-- FLOW a. _ \\/\\r \r\ " z a - - o ~ ~ THE CONTRACT UNIT PRICE PEA TON 0 REMOVABLE TRASH RACK IS I~ I I-I CLASS BRIP-RAP FAx: (vaa) ao9-1810 EMERGENCY SPILLWAY ~=III=I ~ I=~ c zoia OPTIONAL FOR EASE IN MANTENANCE I=III~II=III=I ON NON-WOVEN FILTER O
O SEDIMENT CONTROL STONE. -1- ~ TYPICAL PARABOLIC DIVERSION RsION - - - - FABRIC INSTALL BAFFLES PER PLAN.
m ~ CONSTRUCT TOP OF BERM A MINIMUM OF n------ _ - ~ ----Gm- ' 7j MN I E I ONE FOOT BELOW THE SHOULDER OR ~ ~ ~yl 1=1 1=1~ 1=1=1 I X51 NOTE 2 SEE JUTE/COIR BAFFLE DETAIL, ~=I IIyI II=II I-II I=I II=III- TEMPORARY BARREL PIPE
m p DIVERSION POINT. ~ p y - - - - TO HAVE WATERTIGHT ~ 2.5:1 r ~=III-III-1 I I~ I I-1 I I III=III ~ TOP OF RI RAT X57 WASHED STONE FILTER MAX SIDE I I=III-IIITIII-III-1j1 S~ JOINTS WATERTIGHT PLUG g
o m ~ m m PROVIDE A TOTAL SEDIMENT TRAP - STRUCTURAL 6roNE ~ N ~ z WIRE- FILTER FABRIC- O ~ z O ~ `c~ R1 ~ ~ ~ ~ VOLUME OF 18D0* CUBIC FEET PER ACRE ~ Q V" TOP OF STORAGE AREA AROUND RISER STONE SHALL P - - = I~ SHALL BE INSTALLED ON o~ _ sLO ES I 1=III=1 I I
3 a v 2 Z OF DISTURBED AREA. SOME OF THB v ~ OVERLAND v v ~ z z 7 Od o ~ a r ~ - _ _ NOT PROHIBIT THE SKIMMER ~=III-I ~ I-I ~ I+I I PIPE ENDS THAT ARE TO
O 3 ~ RI REQUIRED VOLUME MAY BE PROVIDED 3 ~ o ~ ~ ~ 1 ~ BY UP OR DOWNSTREAM CONTROLS. r ~ Z " - - - _ _ - FROM RESTING ON THE BASIN ~=I I I~ I I=I ~ I- I BE ABANDONED IN PLACE. T ----J30.LTQM_-_- ~=III-III-~II- I EXISiINC TIE TEMPORARY BARREL
~ D NOTES a ~ D a~ 8" FREEBOAR ~ o USE WIRE A MINIMUM OF G2" p ~ z 6€OIMENT CaN1ROL ETON€ ~ NOTE 1 STAKE SEE TABLE FOR I=I I II I II I I~ I I GROUND PIPE FOR SEDIMENT BASIN SEE ? =.111,: . 28'
m FILTER FABRIC ~ ~ IN WIDTH AND WITH A MINIMUM ? ¢ ~ O ~ ~6AN Q 4 \ \ DESIGN FLO \ \ v OF 8 LINE WIRES WITH 12" STAY a p v a MN DEPTH / / //~//\/t I~ COMPACTED FILL z X` 3 z N \ \ \ \ \ \ \ DRAWDOWN ORIFICES - _ 3 TO 48-INCH BY-PASS, / / / , ~ TABLE _ _ _ N
o r ~ SPACING . ¢ ~ RI ~ ¢ / / ~ ~ USE FILTER FABRIC A MINIMUM ~ ~ Z ~ p \ \ y /\\/\~\~\j~\/\/,\~~ BARREL DISCHARGE PIP
o ~ OF G8" IN WIDTH AND FASTEN _ _ STRUCTURAL STONE / / ~ ~ ADEQUATELY TO THE WIRE AS I ~ - %J/\j/~//`\ RIP-RAP APRON SEE DETAILS AND TABLE
1- I'I -I _ - R O 12" MIN DIRECTED BY THE ENGINEER. I T~ 112" MIN R p FOR SIZING)
~ m PROVIDE 5' STEEL POST OF THE I I _ _I - -T 8 I I I i I i I ~ ~ ~ m 1 ' 12„ 18 ~ R1 ° I I ~ I I I I I z p ° j_ I _ MIN. j z TYPICAL TRAPEZOIDAL DIVERSION ~ SELF-FASTENER ANGLE STEEL TYPE. l ~ ~ ~ -,~~~I ~ ~ J ~ ~ vERSION BOTTOM OF BASIN CONC. ANCHOR 1111111 ELEV SEE TABLE SEE TABLE 8' MIN s't 1 BARREL SEE TABLE ~ l~l!
l STEEL POST - 2'-0" DEPTH ~ " . f 16' r'' ROADWAY SHOULDER p ~ 9 DIVERSION POINT ti~. •r MIN..~~- 1 ~ FOR SIZE) INV. -SEE TABLE ~~a Q~m , . ~ . , 0~
m - D FLOW 5' ANTi-SEEP COLLAR SHALL EXTEND A ti.~.° ~~~5/p";~
EXTENSION OF FABRIC AND W SEDIMENT CONTROL STONE- -18" PIPE MAX. ~ CUT-OFF TRENCH TO EXTEND MINIMUM OF 2' BEYOND THE EXTERIOR m NOTE z SAL
s%€€r I a l WIRE INTO TRENCH SHEET 1 0~ L s%€€r I or I SECTION A-A s%EET ~ of ~ SEDIMENT STORAGE MAXIMUM ACROSS THE FOUNDATION OF THE PIPE OR AT LEAST 1' INTO LEVEL OF SEDIMENT SEE PARALLEL TO THE CENTERLINE UNDISTURBED SOIL, WHICHEVER IS
1606.01 16U6.01 1636.02 1636.02 g" FREEBOAR ~ o MAINTENANCE NOTES AND UP THE ABUTMENTS GREATER, WITH WATER TiGHT SEAL AT
NOTE 1 >,a.~ . ~ p~°"~~ ~ ~ ~ REGARDING WHEN TO CLEAN DISCHARGE PIPE (TYP,) (SEE ATE ° ~/rt~,~~`~
° z v z \i~\r\~\ \ DEFT \ m O vm PERFORATED TEE AISEA ~TDP DF EMBANKM€NT O~ / / /i i Ri 46" HOLES G cENT€AS FN T \,~\\r\~/\\ \ / / OUT SEDIMENT BASIN) DETAILS) oft °a.?~~v' \,\\~\r '1 f~111I1I 11~~,\
~Q ALTERNATE COAAUGATFONS-- 6' MIN. Q~ ~/\y\/\y / \/"r Z 6 Z ~ -OVEAPL-0W BPFlLWAY / / r. ~ r. y "a Q~ 3 r0 N ° 6~ 3 ~~/\/\G\\S\\ DROP Zg~U D""°~1 F TRASH HACK ~ Z~FU . r°~1iN kEJ°R m®m~~ T€€-HIS€A SBCTION~ ~J&RZ NO1ES; NO1ES; D I. l 4" l d
mz~~D o0~>=z z~~D % s OOOF TYPICAL VEE-SHAPED DIVERSION 1, RE 'ERSION 1, REMOVE ANY E%IS11NG VEGETATION AND SCARIFY qT N.T.S.
~ ~ ~ ~z Oo~°~ ~ ti' 2, w~zl~ BE ~©~~m ~~~~m D'~ r r ALT PIP€ SECTIONS ~U~U~ 2. BE • Q ~ "a ~U7°O SEDFM€NT E ~ I TA;P CORRUGATED ~ K A BENCH ADJACENT SOILS PRIOR TO PLAONC BERM. NON-WAL-MART STANDARD DETAIL, BY KHA 2. BERM MATERIALS MUST BE ADEWATELY COMPACTED AND
z~opm 3 ff ~~~o J z~~Rm coNrnoL sTON€- .~P ~ v~i~~O~ Sl _ - ~ ~~~Z o°~~ ~D~iZ , ~ DIVERSIONS 3. RE STABILIZED. P E RM I T S ET
DDD z A ~~D o_:..: ~ ~ p ~PEPB z ~ FlI ~ N S 3. REFER TO Ed5 PHASE I k II FOR 1EMPgtARY AND/aR FlNAL STABIUTAiION MEASURES. 4, BERM SHALL NOT BE CONSTRUCTED OF TOPSgL.
z ~ VARIABLE y~ 1 a z v ~ a WALMART STANDARD DETAIL aIL LENGTH AS NECESSARY RIP-RAP & WASHED STONE oowNLOnoDATE:1v1roT TO GO THRU DIKE FILTER RING SEDIMENT PIT
DIMENSION * /4 WIRE MESH- _ X SQUARE STEEL PLATE ~'"AEMOYE OAGANFC MAT€AFAL & ACOT MAT -SEDIMENT CDNTA06 STONE ANTF ~fLOTATFCN ~ I FADM B€NEAT% EMBRNKMBNT (CLASH B' STDN€) (SOUAA€ DFM.) -5'~ T%FCK (WELDED
TO TEE SECTFON) 2 fi SECTIONAL VIEW ~ GENERAL NOTES: M 1 ft min ~ PIPE (VERSION DITCH RIP-RAP & WASHED STONE FILTER RING
RI USE N0. 5 OR N0. 57 STONE POR SEDIMENT + ~I ~-I r:~l ~ ~ CONTROL AND PAY POR AT THE CONTRACT UNIT - iii ii i. -ii. ii. i. r.~iic~ ~r-,F ~IT~~ ~ 1' MIN. -
F9 m PRICE PEP TON SEDIMENT CONTROL STONE. ~ ~ Z STOP DF €MBANKMENT ~ 2"-5 Z ° D G1 F:. v 2'1 - ~ SCN-12.SC 2 ~ - 2"-5" 1 - (5 LN-12.5 CN) " ~ ' E
r m USE HARDWARE OL-0TH 24 GAUGE WIRE MESH J r I z. 1 ( r~ WITH 1/4 INCH MESH OPENINGS. v O ~ FI TRASH AacK F a ~ ~ . FLEXIBLE 18 PIPE 2.5' MIN. ~ „I °
RI ~ INSTALL 5 FT. SELF FASTENER ANGLE STEEL 3 ~ ~ ~ rEE-RISER S€cnoN ~ ovEeFLO~FLLwAV 3 Z _ • • • • • • • • ~ • ~ • ~ • • • ~ • • 0 O POST 2 FT. BEEP MINIMUM. Q 2 F9 ~ I (MUST BE OoNSTfl%creo Q p 1 F • • • • • • • • • • , ` I I=','T' - ~ I I I-111- + , • • • O, , STAKE _ SEE TABLE -11 ~I_ - _IIIJ -II~III" ~ ,
F9 ~ ~ O y D E c. P r. 7 r IN NATURAL GflOUND) 6 dj ~ is J .y' • /!y/!?/~/~/~/x/ * / r r C m o INSTALL B FT. LONG, 3 IN. DIR. WOOD POSTS ° ~ RIO ~ a Q \ ^ ~ \ ~ ~ • ~ Y , -f II I~ FOR INVERT " ~ "
3 FT. DEEP MINIMUM. a 3l .I ~ Z D 1,A WIRE MESH, ~ ~ ~ s€DIMENT P r ~ ~ W O CONTROL STONE- / g ~ ' 5• TIE DOWN AT END -III=' ' ' I _Ilr + , ; - , _ " ~ I. _
~ v SPACE POSTS A MAXIMUM OF 3 FT. A * 1 I. f7 v COMPACTED EARTH BACKFlLL y ~ ~ y v F -OUTLET PIPE a4 BAA LAVODT SHOWN Fs succ€sr€o: Mow€v€A, ~ H 3B ^ ^ ^ ^ r-• ~ ~ ~ a I.~
D AYOUTS MAY B€ USED PADVID€D OPENINGS O ~ 1 ft m].D ~ F9 FM ~ Y ~ AAEE64Lt SO. ]N AREA N F9 Z3' tng Ze 1 - ' ~ ~ ~ FY r-,r-, r-, s" N) 4' (MIN)' _ " a , ~ 1f~ (15 LN) i=' I a ~ v ~ ~ _I ' DIAMETER (D) ~ ~ ~ a
A Z ~ ATION K ~ WATER FLOW ~ a ~ ~ rn ~ z Ac~nsSL S~ srONE (SOU ARE DIM) ( _ ~ W O ,n / R ( 1 - t~•• THFCK SDUAA€ STBBL PLATE R ~ _ ~ a
r T ,T ~ } ,I ~ ~ J m (WELDED TO TEE SECTFONJ ~ © I. I~ - I III z Q o PROFILE VIEW z ~I ~ _II-III ~ ~ . - ' I III- I-11 w I~ ~ - s„ MIN. ~ ~ 3A. Ts a+ T -1 I-I a " " a " " a ( ) SEE ABLE ~ II~ITi: PROFILE ~ ~ ~ ~ ~
m v 0 Z ,STEEL POST - 2 ft DEPTH ~ "I ~ FOR INVERT III=III= ~ ~ " a E -111-I I ~I I ~ _ ~
C7 & T€E-AISEA m ~ - 2 Pf rl ~.,~saNDAET€ Gflour - riiiiriiiiiir, =III= =II~III-II' TAKES ' II-II II~ -1I ~I I1=111=1I F " _
iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii::((:.:'''~yyf°iiiiiiir ~ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii:.~~:ri}F.irF iiiiiiiiiiiiiiii, ~7 ::.rrr::.rrr::.rrr::.rrr .~iiiiiiiiiiiiiiii -III_IIGIII_ a EARTH DIKE
(SGUAAE DFM.) TRASN RACK DETAIL SHEET 1 0I 1 SHEET 1 OF 1-. SHEET 2 OI G SHEET G_OI 2 ALTERNATE ANTI•FLOTATION METNOD RIP-RAP APRON ~ ~ '
1606.01 16U6.01 1630.01 1630.01 " AT LESS THAN 1% SLOPE ~ " W SEE TABLE ~ ~ z ( ) ~ ~ ~ 0
-
° z ° z °v °v °v R° 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FI APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING GENERAL NOTES: EXTEND INTO SEDIMENT BASIN OR TRAP ~
R~z ~ ~~3 R~z €AATH ovK€ d~ry T;- L MFNIMUM=2W ~¢3 CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE I ILLED WITH PAPER SIDE DOWN.
rRO~U7 Ir ~ z~~0 DROP •1 wRTEAS EDG€• m °z ~ ~ ~ ~ ~ & R z m °z m ~ ~ I _ ~ ~ & R Z 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A fi' (15 CM) DEEP X fi' (15 I ~ D R ~ D °O~n~ °°w~ 12" (3Dcm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE I (15 CM) DEEP X fi' (15 CM) WIDE TRENCH WITH APPROXIMATELY 1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE TRENCH. ANCHOR THE BLANKET WITH A ROW OF DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 3 FEET 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE ~ F
O ° z Gc ~ ~ ~ m z D m I' ~ ~ ~ o ~ ~ ° z a m I SILT BASIN FMPODNDMENT AA€A ~ ~ ~ o ~ STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFlLL AN iE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER Q
z R ~ o ~ ~ ~ F ~ o ~ z R ~ o ~ I ~ o ~ STAPLING. APPLY SEED TO COMPACTED 501E AND FOLD REMAINING 12" (3D CM) PORIIDN OF BLANKEI b~~Z SEDIMENT ~ i ~op¢ ~~°s~ w P ~oa~ SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMp .M) PORTION OF BLANKET BACK OVER SEED AND COMPACTED HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. SECTION SHALL BE HAND TAMPED IN 4° LIFTS TO THE TOP OF p TKES SPACED APPROXIMATELY 12" (3D CM) APART ACROSS THE THE EARTH DIKE.
~D}" CONTROL NOTE: °z .qGC fDD °z ,A~ WIDTH OF THE BLANKET. <R STONE ~ - ~ REMOVE SEDIMENT WHEN ~R ~ 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNRO 2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 'E. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL ~
° e ~ I ~ ~ ~ ~ a° °z -T€€-HIS€A as SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES z ~ ~ FULL OR AS DIRECTED CE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS Z
' BY ENGINEER. i SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD BE 'LES/STAKES SHOULD BE PLACED THROUGH EACH OF THE BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE 3. A RIP-RAP APRON SHALL BE PROVIDED AT THE OUTLET. SEE PARTY OR HIS AGENT.
USE N0. 5 OR NO. 57 STONE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ~ I' I i ~ FDR SEDIMENT CONTROL AND Q t ~ ^ - 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 4'-6' OVERLAP DEPT =LY 4'-6° OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE THE DESIGN TABLE FOR RIP-RAP APRON SIZE
O STRUCTURAL ~ - PAY FOR AT THE CONTRACT ~ ~ /l PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALL ~ , ~ ~ NGTES: I GLEAN aIr BASIN wHEN SEDIMENT voLUM€ READHES STITCH ON THE PREMOUSLY INSTALLED BLANKET. STONE ~ UNIT PRICE PER TON tt ~ ,c ~ ~ Sc4 of STORAGE vaLUME (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE, J
I~ m _ _ _ ~ } m ~B~ z MINFMUM suAFAS€ AREA ANO MINFMUM voLUME AAE MEASUA€o ~ 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE ST y ~ SEDIMENT CONTROL STONE. o p z L PLAN VIEW eELOw TH€ ToP of PAFNCFPAL SPILLWAY (TaP aF AFSEA) o OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 cM) TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
° I- ~ ~ ° ~ BALL DFMENSIONS of eASaN wILL NoT AEOO[fl€ caNSTAUSrFON ~ OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 12' 30 CM APART ACROSS ENTIRE r m , USE CLASS B STRUCTURAL v ~ r- I ( ) APART ACROSS ENTIRE BLANKET WIDTH. APPROPRIATE SLOPE BEING APPLIED. H ~~ww~
~ v STONE AND PAY FOR AT THE z v 4 THENEaAre ovK~ MAV BE caNSTflucr€O ALONG aNE DA MoAE SIDES. z 6. PLACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEIN ~ t i Fi Q ~ - OV€AILOW SPILLWAY Fi ~ (MOST BE CONSTRUCT€D ERCAVATFGN MAY BE AEGUTAED T9 PROVIDE MININUM SURFACE N a ~ ' CONTRACT UNIT PRICE PER ~ ~ p m IN NArOflAL GROUND( AflEa nND1ofl MINFMUM STDflAGB vDLUME ~ p NOTE: Y/
G ~ ~ - ~ TON STONE FOR EROSION a ~ y y s. aNOSMriNC%noAOwnroeMSAN~+nr sv ciBisAr~oNS, a ~ 'IN LOOSE 501E CONDI110NS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MA TEMPORARY FLEXIBLE PIPE ER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE W
I~ o ~ CONTROL, CLASS B a ~ o s. TO FAOILITATE DETERMINATION or MAINTENA%cE OLEANOUT a ~ THE BLANKETS. 3 ~ ` ' CONSTRUCT TOP OF BERM a ~ ~ ~ AEOOIflEMENT PLATE A MARKER IN r%B Bas IN ~ SLOE PROTECTION m v i______________________________________~ ~ ~ D U INDICATING THE 504 VOLUME LEV€L. Z ~ TE TIN v C 0 SLOPE DRAIN
~ v A MINIMUM OP ONE POOT ~ 6 v ~ N.T.S.
~ BELOW THE SHOULDER OR ~ ~ p ~ STANDARD BASIN BIMENSIONS ~ a INSTALLATION ~ D 1' 6" 2' MIN. 1' 2" ANY DIVERSION POINT. N ~ Z f g•A• DENUBED T ® X Y -X1 Y1 --SURFACE STORAGE N ~ U.T.S. f ATION W J r
8 z r' "I ~ A P AREA H D* E F AREA VOLUME ~ ~ O - ~ - 12„ ~ ~ ~ (MAX) AMAX) (MIN) (MIN) (MIN) (MIN) (MIN) (MIN) MIN) (MIN) R 1~-6, U °D O ~ N
~ ~ 4 ® _ ! r ~ ~ T IN. Ac As FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT.2 YD.S ~ m - - - z O z ~w U V Y/ W Z
y T 6" i ~ F% ~ 15 3.0 2.0 1.0 6.0 6.0 4.0 1.0 3.0 2.7 1.0 2,5 1.0 1050 200 ~ m I sc ' ~ 1B 4.5 3.O 1.0 B.0 B.5 4.5 1.0 4,p 3.5 1.0 3.2 1.8 1400 300 CONSTRUCTION NOTES: W F W 1. INSTALL THE BAFFLES IMMEDIATELY UPON EXCAVATION OF ~ J
a ~ ~ O EE 24 9.0 B.0 1.0 B.0 8.0 B.0 1.0 8.0 5.5 1.0 5.0 1.0 2810 B00 BASINS. ~ -
FILTERED 30 1B 0 10.0 1.0 6.0 9.5 7.0 1.5 B.0 7.B 1.0 B.9 1,0 4560 1000 2. STEEL POSTS SHALL BE PLACED AT A DEPTH OF 1.5 FT. BELOW z ~ THE BASIN SURFACE, WITH A MAXIMUM HORIZONTAL SPACING OF FlNISH SECURE UFiINC LOOPS TO OR UNDER SURROUNDING 0 W
WATER S%€€r ~ ~ I SECTION A•A SHEET 1 of 1_ sH€€r I or G SHALL NOT EXCEED 12' S%EEr 1_OA 2-- 4 FT. GRADE ~ ~ ~ 3. ATTACH A 9-GAUGE HIGH-TENSION WIRE STRAND TO THE STEEL SURFACE. ~ 0
1632.01 1633.01 1630.01 1630.01 POSTS AT A HEIGHT OF 3 FT. WITH PLASTIC TIES OR WIRE ~ N O
FASTENERS. INSTALL A STEEL POST INTO SIDE OF THE BASIN AT ~ r ~ A VARIABLE DEPTH AND A HEIGHT OF 3 FT. FROM THE BOTTOM O
v z v z OF THE BASIN TO ANCHOR JUTE/COIR MATERIAL. 4. SECURE ANCHOR POST TO THE UPRIGHT STEEL POST IN BASIN 1, REMOVE TRAPPED SEDNENT NHEN BRIGHTLY COLORED
~STAUOTUAAL STONE TEMP. STONE NOTES: a> Q DITCH CHEEK Q ' WITH WIRE FASTENERS. 2"X2"X3/4" RUBBER d EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 5. THE COIR FIBER MAT SHALL BE DRAPED OVER THE WIRE STRAND BL00( (TYP)
DR®~ 5€DIMENT 5 MIN 1®„ a~~° ~ O, MrN~ USE CLASS "B" STONE FOR STRUCTURAL STONE FOR a~~° r Rz~~e ~~Y'p1•^~ CDNr%DL eroN€ ~ ©©yFZ Rz~~~ gVd e?~Y~ EROSION CONTROL AND PAY FOR AT THE CONTRACT ©©~~z TO A MINIMUM OF 4 FT. DF MATERIAL ON EACH SIDE OF THE INLET CRATE 1 4' BRIGHTLY COLORED NYLgJ 2. GEOIEXiILE SHALL BE A WOVEN POLYPROPYLENE FABPoC THAT MEETS OR EXCEEDS REIXIIREMENTS IN
~°D°m avE , 2;, 5' max. ~¢z~ coos°~ UNIT PRICE PBR TON 'STONE FOR EROSION CONTROL ~z • mzD ~ r € sJOp 2 ~cDw~ ~maDm CLASS ~~~o~ y31° 2.. _ £ ~ ~ p R U)~O ~ ^ STRAND (1' TO BE STAKED IN). ROPE EXPANSION RESTRAINT 1HE SPEOFICAiIONS TABLE,
F F © F © ~ ° y °~oRa ~°~RT THE ENGINEER MAY DIRECT THE OPTION OF ~~~q~ a 6. THEN DRAPE THE JUTE NETTING OVER THE COIR FIBER MAT TO 3. PLACE AN qL ADSORBENT PAD OR PILLOW OVER ~ f A MINIMUM OF 4 FT. OF MATERIAL ON EACH SIDE OF THE INLET GRAZE NHEN qL SPIVS ARE A CONCERN.
• END i e' ~ o w~ ~~z EDGE DF PAVEMENT CLASS "A' STONE FOR SITES HAVING LESS THAN °°w~ COMPACTED D~ i '......-12• z DiD .1 ONE (1) ACRE DRAINAGE AREA AND A DITCH z MPACTED STRAND (1' TO BE STAKED IN) LOOPS STIED FOR 1' 4, INSPECT PER REGULATORY REQUIREMENTS. ~ REBAR. LIFT FIVER Z 7. SECURE THE JUTE NETTING AND COIR FIBER MAT TO THE WIRE A F I T 5. 1HE WD1H,'lh, OF 1HE FlUER SAq( SHALL Q
~A ~0 GRADE LESS THAN 3~. PAY FOR AT UNIT ~R z e ~ ° a¢ PRICE PER TON 'STONE FOR EROSION CONTROL w PROFILE SECTION a z , o~y~• a STRAND WITH PLASTIC TIES OR WIRE FASTENERS. B G RON NLE U9NC o HATCH iTf IN9DE WDiH OF 1HE CRAZED REBAR FOR HANDLES 8. TRENCH THE JUTE NETTING AND COIR FIBER MAT INTO THE INLET BOX U
CLASS 'A' *CCNTRACT~ ~ STRUCTURAL STONE e DAOK NOT TO *CONTRACTOR TO TAKE CARE BOTTOM AND SIDES OF THE BASIN. H 0 6, 1HE DEPiH,'D', OF 1HE FlL1ER SACK SHALL BE OVERFLOW OLES NOT TO PUNCTURE THE g. OVERLAP MATTING AT LEAST 6" WHERE 2 OR MORE WIDTHS OF (OPTIONAL) BEINEEN 18 INCHES AND 36 INCHES.
~ SLOPE 3 STRUCTURAL SroN€- _OVEAFILL s" m ~ GEOSYNTH GEOSYNTHETIC CLAY LINER MATTING ARE INSTALLED SIDE BY SIDE. GEOIEXiILE BAC 7, 1HE LENCiH,'L", OF 1HE FIVER SACK SHALL
9 DESIGN FoR SETTLEMENT ~ 3 ~ WHEN INST. © SETTLED TOP 2' MIN ~ ~ ~ 70 ~T ~ O ISOMETRIC VIEW ~ WHEN INSTALLING THE STEEL JUTE NETTING BACKED BY COIR 1/4" BRIGHTLY COLORED MATCH 1HE INSDE LENGTH OF 1HE CRAZED INLET POSTS EROSION BLANKET (TYP) NYLON ROPE EXPANSION n•
~ 2: r. ~ ~.v ~ N~'lmE' ~ a m ~ } „ ~ > z o ~ TOP WIRE DETAIL TRENC TRENCH DETAIL JUTE/COIR SYSTEM SUPPORTED RESTRAINT c
6' MRS. FILC• LEMERGENCY BY-PASS 6 ~ ~ :0 U ~ NATURAL OADUNB ~ ~ R 1} _ B€LOW SETTLED ToP o€ oaM to E ~ A i 1' MIN. to ~ GENERAL NOTES: WITH TOP WIRE BETWEEN STEEL LOOPS SIZED FOR 1' REBAR. ~ SECTION VIEW USE REBAR FOR A HANDLE PROFlLE VIEW OF INSTALLED FILTER SACK STEEL POST POSTS. (SEE BLOW-UP) TO EMPtt FLIER SACK AT A W
z m z 1. WOOD POST ARE NOT ACCEPTABLE O ~ wEIA L€NGT% R ~ ~ I I ! I ~ R ~ 2. SPACE BAFFLES ACCORDING TO THE SITE PLUS 5 FEET ~ O I~ i I' ~ C ] I ~ ! I I 3 ~ ~~n,`` SEDIMENT COLLECTION o K
~ ~ -NRruRAL DROUNO ~ z c7 ~ ~ ~ MAPS EARTH BERM ~ N z '-FoA PooA DEFIN€D CHANN€LS a ~ ~ ~ a ~ 3. THE FLOOR OF THE BASIN IN THE OUTLET EARTH BERM OVV LOCATION. LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS W`
m y a p y v a J ZONE AND BERMS SHOULD BE SEEDED AND O ~ CROSS SECTION ~ O p z ~ p STABILIZED IMMEDIATELY AFTER THE BASIN GRAB TENSILE STRENGTH ASTM D-4632 300 LBS r
3 v z~ ~ v CROSS SECTIAN z N IS CONSTRUCTED. R1 v ~ ~ v YEE DITCN ~ ~ 4. INSTALL BAFFLES UP THE SIDE SLOPES TO BOTTOM RA ATI ASTM D-4632 20 X 0 0 ~ G B TENSILE ELONG ON Z r )M SEDIMENT PIT ~ PUNCTURE ASTM D-4833 120 LBS O O
~ NOTES: ~ ~ ~ A HEIGHT 12-INCHES BELOW THE SPILLWAY TRENCHED IN 1 R DAAINAA~AE~REA wEIeTENOTH USE CLASS B STONE FOR STRUCTURAL STONE ANO PAY FOR AT THE CONTRACT ° ~ ~ R BA6E DF DITCH O p ELEVATION. TYP, SEE IN ''y MULLEN BURST ASTM D-3786 800 PSI W ~ TRAPEZOID TEAR ASTM D-4533 120 LBS 0 0
z I 1 1 I UNIT PRICE PEA TON STONE FOR EROSION CONTROL, CLASS B. N O R1 z NATDRAL DAOUND / 12" 12" MIN. ~ ~ 5. PERCENTAGES OF SURFACE AREA FOR 1' MIN. SEDIMENT U7 .E V N ~ UV RESISTANCE ASTM D-4355 80 % p P) APPARENT OPENING SIZE ASTM D_4751 40 U5 SIEVE Z ~ 0 N
~O ° ~ ~,p USE ND. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL PAY FOR AT THE CONTRACT J ~ ~ ° / TRAP I ~ Y EACH ZONE OR CHAMBER ARE BLOW-UP) 5 m 3 e.o UNIT PRICE PER TON SEDIMENT CONTROL STONE. v } m jTiF 'ilk 'T~ ~T1[ ,_t Gc gE APPROXIMATE AND FOR GENERAL ~ 4 1D.o DIKE MAY EXTEND ALONG MORE THAN ONE SIDE DF THE TRAP AREA. PROVIDE ~ ~ ~ ~ II ~I ~-II`- Few - 4 `-r_'"~ ~ ~ GUIDANCE ONLY (SEE PLAN FOR SPACING) FLOW RATE ASTM D 4491 40 CAL/MIN/SO FT , N PERMITTIVITY ASTM D-4491 0,55 SEC -1 ~ n Z N U
_`N` - _ _ ~ 5 1a.o A TOTAL SEDIMENT STORAGE VOLUME OF 18001 CUBIC FEET PER ACRE OF DISTURBED ~ ~ r, ~ EE ~ - i- - O MATERIALS: MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE ~ ? ~ ~ ~ z
m AREA. SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY OTHER UP OR DOWNSTREAM ~ R1 JI OPTIONAL TYPE "6" 4'-6" ~ 1 JUTE NETTING CONTROLS. SILT BRSIN ~ ~ UNIFORM, OPEN, PLAIN WEAVE, UNDYED AND UNBLEACHED SINGLE ' f W CROSS SECTIAN - ~ JUTE YARN. THE YARN SHALL BE LOOSELY TWISTED AND SHALL P P TI T TH I O vi 0 ~7 0 RO ER ES TES ME OD UN TS L ~ ~ Z Tn Z G
00 AN UNDERLAY OF STRUCTURAL STONE WITH FILTER FABRIC MAY BE REQUIRED BY Dd - TRAPEZOIBAL DITCN ~ - THE ENGINEER. PAY FOR AT THE CONTRACT BID UNIT PRICE PER SQUARE YARD. ~ BLBYATION VIEW Nor VARY W THICKNESS BY MORE THAN ONE-HALF ITS NORMAL GRAB TENSILE STRENGTH ASTM D-4632 265 LBS o W ~ Q ~ GRAB TENSILE ELONGATION ASTM D-4632 20 X Z N ~ r W F
DIAMETER 78 WARP ENDS PER 4 FEET OF WIDTH S%€€T 1 Oi 1 SHEET 1 OF. 1_ SN€€T 1 Oi 1 SHEET 1 Of 1 ISOMETRIC PUNCTURE ASTM D-4833 135 LBS 0 V >
- - 41 WEFT ENDS PER YARD 163.02 163. U2 1633. ~2 1633. U2 WEIGHT SHALL AVERAGE 1.22 POUNDS PER LINEAR YARD ASED INLET ZONE VIEW MULLEN BURST ASTM D-3786 420 PSI Q 0 E- ~ 0 35X DF SURFACE TRAPEZOID TEAR ASTM D-4533 45 LBS ~ N D ~
ON 48 INCH WIDTH) WITH A TOLERANCE OF + OR - 5%. • THE OPENING SIZE FOR THE WEAVE SHALL BE NO LARGER THAN AREA UV RESISTANCE ASTM D-4355 90 X ~ u, F APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE ~ ~ FIRST CHAMBER FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT ~ W
m z m 4 X 0 OWTLET WIUITOW OUTLET W(0 BDT¢W j z 5/8" BY 5/8" v~ °N I °in ALL MATERIAL SHALL BE NEW AND UNUSED 25% OF SURFACE AREA PERMITTIVITY ASTM D-4491 1.5 SEC -1
A D CLAS3 6 A?P AAP CLASS P RPP RAP CLASS W W1P RAP CLASS I AIP WAP I F> 2. COIR FIBER MATTING: a ~~3 o ~ TONS S.Y. TONS TONS S.Y. TONS II aF3 100% COCONUT FIBER (COIR) TWINE WOVEN INTO HIGH STRENGTH O J
D'-'ODfn Zp¢~U D,.i09N I 12" 2 s5 5 2 51 1 54y 2 1 4" c I z~~U MATRIX mZ a~ 'I.m~o~"+z mZ 2~ 15" 2 7 7 3 7 1 5 3 2 6 iuLL~~wZ THICKNESS - 0.3D IN. MINIMUM oG FILTER A K RATED INLET
~ D 'O°~a ~ D - ~ 18" 3 10 9 a 10 2 7 4 2 8 I°QOa TENSILE STRENGTH 1346 X 626 LB FT MIN. s~Dym '~~~ua s~Amm - - 24" 5 14 15 7 15 3 11 7 4 12 II'I'Uaa°1a ELONGATION 34Y X 38Y MAXIMUM / z NOTES. F-AO~00 zy II`°~o° N.T.S. SECOND CHAMBER DO NOT USE IN PAVED AREAS WHERE PONDING
~ O Q ~ ~~O° 30" 8 21 21 11 22 5 i6 11 7 17 ~ F FLEXIBILITY (MG-CM) 65030 X 29590 ~ 0 1. PROVIDE TURN?NG RAD?US SUFFIC?ENT TO ACCOMMODATE LARGE Fa z'" Z,..,~ ~I MG Zyy Z1 m 1~2 Zllyl • GG©„r, TRUCKS. ',O~uLo~ 00~ I~.. 36" 11 28 29 15 30 7 22 i6 10 23 I!~~m°~ FLOW VELOCITY OBSERVED 11 FT/SEC 25% OF SURFACE AREA MAY CAUSE TRAFFIC HAZARDS. M DOWNLOAD DATE: 01131108
°~~z 2. UOCATE ENTRANCE(S) TO PROVIDE FOR UT?L?ZAT?ON o°in@ .o~~z 42" 75 37 39 20 39 10 28 22 13 30 i O°w~ WEIGHT 20 OZ/SY ~~D 8Y ALL CONSTRUCTION VEW?CLES. z DIDD D 4e" - - 49 26 50 - 28 17 3B I z SIZE 6.6 X 164 FT (120 SY) U W
3. MUST BE MAINTA?NED ?N A CONO?T?ON WH?CW W?LL PREVENT ~ `C" FACTOR D.002 oO c TRACKING OA W RECT FLOW OF MUD ONTO STREETS. ~ ~ ° mZ _ _ _ _ _ _ _ _ = 5a" - - so 33 62 - - 36 21 a7 a OPEN AREA /MEASURED SOY z p0 ~ ~ n. PFRI(ID11C TOPDRFSS11Nf, WTTW STONF WTII II WF NFf.FSSARV. ° 'i ' !60"', - - 73 4D 75 - ' - 44 26 56 ° pl I Add TFRl d` CHdI I RF NFW dNf1 IINIICFfI OUTLET ZONE ~ O 15R OF SURFACE AREA CC
n
/ 4. ANY MATERIAL TRACKED ONTO THE"ROADWAY MUST BE - - !66 - - 117 46 69 54 32 67 3. POSTS: / CLEANED UP IMMEDIATELY. 72"' 02 57 104 64 38 78 STEEL POSTS SHALL BE AT LEAST 4.5 FT. IN LENGTH RISER AND SKIMMER NOT SHOWN 6
/ 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT NOTE 4 X D to APPROXIMATELY 1 3/8" WIDE MEASURED PARALLEL TO THE FENCE / ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. FOR CALCULATION PURPOSES ROLANKA INTERNATIONAL INC. ROLANKA INTERNATIONAL INC. PERSPECTIVE VIEW 155 ANDREW DRIVE 155 ANDREW DRIVE
G1 / PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY WI W CLASS B RIP RAP = 100 LBS.lFT3 W MINIMUM WEIGHT OF 1.25 LB/FT OF LENGTH / CLASS I RIP RAP = 105 LBS.lFT' J EQUIPPED WITH AN ANCHOR PLATE HAVING A MINIMUM AREA OF D / MAINTENANCE. Z m F- 14.0 SQUARE INCHES AND SHALL BE OF THE SELF-FASTENER STOCKBRIDGE. GEORGIA 30281 STOCKBRIDGE. GEORGIA 30281
C m 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO m 2 X D rs ANGLE STEEL TYPE TO HAVE A MEANS OF RETAINING WIRE AND o z / 00• BE DETERMINED BY THE ENGINEER. o m z o O m COIR FIBER MAT IN THE DESIRED POSITION WITHOUT DISPLACEMENT - 16- LL J r, 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED w 4. WIRE: JUTE/COIR BAFFLES 1-800-760-3215 1-800-760-3215 PHONE; [phone] PHONE: [phone] FAX: [phone] FAX: [phone]
BY THE ENGINEER. c0 Z Cs N.T.S. RQntemational,Inc. www.rdanka.com nwww.rolanka.com (n M* R NON-WAL-MART STANDARD DETAIL, BY KHA
Q 0 ~ / z c_n D Z 0L 9-GAUGE HIGH TENSION WIRE STRAND OF VARIABLE LENGTHS ~ O / w 3 w Z B co A~ 126 5- Q Z 0 ZI cc N J
-4 y > o > PLAN a F- WEDGE
0 7~II© o~ Da o~ CID V ID ac m < m -0 yT ' p ' SLOPE 11p.1 OR FLATTER 6 p` FIGURE1 COIR WATTLE Q A B TURF REINFORCEMENT
Z © O a - Z O C A ` < 9 . - MAT (TRM) OR EROSION 1. CHECK DAM/ DITCH CHECK IN CHANNELS PUKE CAN BE INSTALLED WITHOUT A TRENCH CONTROL BLANKET (ECB). W
Z > THE SILTCHECK IN THE NDICUL CF - - R = Q PERPENDICULAR TO TO THE FLOW A A T 15 TO 20 R - -
0 " CLASS A" STONE z c H 2 r O Z O1 6 IN. MIN. DEPTH NIT- m SPACING. ANCHOR THE UPSTREAM FILTER WOODEN WEDGE UPSTREAM FILTER APRON -III- - - -III NOTE: PoINT A g GENERALNOTES: H$UlD BE HIGHER - - - - - - APRON USING 8 IN LONG METAL STAPLES WITH NAIL AT TOP - - - - - - J
w ' ` o f o T PLAN O p Z z O Ij~ a 11 D 7o PLACING AT 8 TO 12 IN SPACING. ANCHOR THE FLOW T a NT FILTER BODY OF THE SILTCHECK WITH WOODEN 1. SLOPE SHALL NOT BE BACKFILLED AND TEMPORARY WEDGES WITH A NAIL ON THE TOP. PLACE PROPER PLACEMENT OF COIR WATTLE IN DRAINAGE WAY O
uv 9 - - - FILTER FABRIC wu w z IW ~ f'! NOTE: PLACE FILTER FABRIC BENEATH STONE w r SECTION A-A D SEDIMENT TRAP/BASINS SHALL NOT BE REMOVED WOODEN WEDGES AT 3 FT SPACING. ALS O THIS STAPLE SPACING
m c~ T i PIPE OUTLET WITH DITCH :3 12 IN UNTIL REMAINDER OF CONTRIBUTING DRAINAGE AREA SPACING ANCHOR THEUSINC B IN N DO ETAL SAPRON TAPLES AT(FIGGUR URE I). FILTER APRON DOWNSTREAM MUST BE 8°-12° L METALS FGURE2A COIR WATTLE
H- RIP RAP TO TOP OF PIPE (MAX. H = D + T) FILTER FABRIC, HAS BEEN PAVED, GRASSED, INLET PROTECTION IS (8" STAPLES 0 IN PLACE, AND AUTHORIZATION HAS BEEN GIVEN BY z
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-H U T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS PROPOSED SLOPE SH€€T 1 DF 1 SHEET 1 OF 1 H€ET 1 OF 1 SHEET 1 OF 1 .OPE THE EROSION CONTROL INSPECTOR. FIGURE1 WEDGE
3 1607.01 1607.01 876.02 PIPE OUTLET WITHOUT DITCH 876.02 AT FINISHED GRADE GRADE DITCH CHECK/CHECK DAM INSTALLATION WILLOW O NEs
(PER PLAN) TEMPORARY SEDIMENT Fascl U
TRAP/BASIN OR z IR WATTLE AND STORMWATER WIDTH PERMANENT WOODYPLAFASC MS ES STABALIZING SLOPE
U UB END ON OUTLET END Q) SECTIONS SPIGOT END ON NATURAL GRADE MANAGEMENT BENCH EXISTING GROUND PER 2. SLOPE LENGTH SHORTENING DEVICE PLACE BIODSILTCHECKT. O
3 INLET END SECTIONS. o E \ EMBANKMENT SCDOT STANDARDS PRIOR TO THE SILTCHECK W PLACE AND ANCHOR IT USING BUILDING POND EMBANKMENTS 8 IN METAL STAPLES (FIGURE 2). CAN BE INSTALLEDWITHOUTAS FIGURE2B
X - 2 RIP- 2 - EXISTING OR 0 2-D' IIIIII- III= BENCH EXISTING OR T P Y A TRENCH AS LONG WEDGE V G OR COIRSILTCHECKSCANBEPLACED8TO12FT COIR WATTLE
E I I I I I I I F_ T P Y P P EM E P - _ EM ORAR SLOE ER SLOPE E 2ARY PARTON SLOPES WITHOUT ANY COVER TO METAL STAPLES OR WOODEN O TEMP. SILT FENCE TO REMAIN IN BREAK THE FLOW AND TO STOP SEDIMENT WEDGES ARE PLACED RIGHT.
o =IIIIII SCOOT STANDARDS AND PLACE UNTIL PROPOSED SLOPE IS MOVEMENT. THIS STAPLE SPACING P STABILIZED AND APPROVED BY THE MUST BE 6°-12° W
~ IIIIII= _ _ _=IIIIII= SPECACATIONS PRIOR TO o STEEL BACK RO IIIIII= IIIIII_IIIIII=IIIIII IIIIII - IIIIII= BACXFILLNC TO c R SILTCHECKS CAN BE PLACED 20 TO 25 FT PROPER PLACEMENT OF COI R WATTLE I N SLOPE EROSION CONTROL INSPECTOR APART ON OIN SLOPES COVEREDWIm AN EROSION FIGURER
CONTROL BLANKET TO BREAK THE WATER W EXISTING GROUND FLOW. INSTALLATION ASA SLOPE
0 4- #5 WISHED STONE PROPOSED GRADES PLAN I' I L M LAYER OF FILTER FABRIC LENGTH SHORTENING DEVICE NOTES 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
`o w 2. DO NOT SCALE DRAWINGS. BRRI I CM NOTES. 3. ON DRAINAGE WAY LINNED WITH TURF REINFORCEMENT MAT (TRM) OR EROSION CONTROL DESIGNED BY;
o GENERAL NOTES
1. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE BEN oo~ SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT. PE BENCHING DETAIL 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. BLANKET (ECB), COIR WATTLE SHAL INSTALLED AS CHECK DAMS (FIGA). 2. DO NOT SCALE DRAWINGS. 4. ON UNVEGETATED AND DISTURBED SLOPES OR SLOPES LINNED WITH ECB, COIR WATTLE SHALL DRAWN BY: T I CM 3. CONTRACTORS NOTE. FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info BE INSTALLED AS CHECK DAMS (FIG. 2B).
0 2. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIP-RAPPED REFERENCE NUMBER 0846156. 5. CONTRACTORS NOTE. FOR PRODUCT AND COMPANY INFORMATION VISIT wmm.CADdetails.com'info MAE N.T.S. REFERENCE NUMBER 084-015A. CHECKED BY:
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE NON-WAL-MART ST) U APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. s NON-WAL-MART STANDARD DETAIL, BY KHA B IOD-SI LTCH ECK: Q COIR WATTLE. CHECK DAMS IN DATE:
co 3. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. CN 4. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1. 01-19-10
00 5. ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95% OR GREATER. EFFECTIVE CHECK DAM SLOPES & WATERWAYS 1
O 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. > 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. 664-6158 O6ao15A PROJECT#: 018426001 PROTECTED BY COPYRIGHT- 11108106 WWW.CADdetails.com PROTECTED BY COPYRIGHT-11106/06 WwW.CADdetalls.com
w o RIP-RAP APRON AT FLARED END SECTION
wl N.T.S. cl)
U - c - 1 TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
Y
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20
BOUNDARY LINE TABLE 'ss'87 "~'49'46'w ROW LINE TABLE ROW CURVE TABLE 9.51 27x78 Sssroo'55"w
LINE LENCiH BEARING 9.$3 16x51 56518'02'w UNE LENGTH BEARING CURVE LENGTH RADIUS TANGENT CHORD ~ ~ ~ BL1 310.54 N1916'25"w 954 240.13 N71'43'25'E RLI 331,7D N44.31'52'E RC1 21a93 53a0D 142.73 275.75 SITE LEGEND
91 100.10 N2090'18'W 9.$$ 179.18 S61'35'45'w ~ N14'32'52'E RC2 62.83 40.00 40.00 56,51 6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W "NO PARKING FIRE LANE° PLANTED WITH 4" A /
9.3 245,43 N1927'S1"w BL56 41,18 N75'16'51'W RL3 219.88 S75Z7'05'E RC3 80.59 217,00 40,76 80.12 BL4 15,01 S71'43'16"W BL57 2217 N2B'S6'43'N RL4 101,41 55410'15"E RC4 83.01 28a0D 41,81 82,72 LEGEND HIGH WHITE LETTERING AT 25' O.C. (SEE DETAIL SHEET), KIrril -H rn A e o
BL5 211,11 N1921'42"w 958 201,49 57531'24'W RL5 51,13 57038'55'E RC5 34.67 40.00 1a51 3x59 1 ,N BL6 13542 N18'3694"w BL59 90.60 N4T25'11"w RL6 191,71 N7094'10"E RC6 174,96 72.76 188,45 135,75 r~ f ` " B 4" WHITE AT 2' O.C. DIAGONAL PAVEMENT STRIPING (SEE DETAILS SHEET). and Assoaates Inc
~ BLI 4520 N66U0'55'E 9.60 Ba97 Nyg33',~'w RLI 201.50 570'04'10"W RCI 31,76 37.00 16.93 30.19 ~ PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF TRAFFIC AT NC LICENSE ~-0+02 +
d BL8 114,70 N1950'33'W 9.61 72.76 N30'09'4YW RL8 51.13 N70'5B'S511 RC8 24.08 35.00 1254 13.61 ~ n d BL9 4518 y ' 9.62 105,13 N7119'51'w RL9 101,41 N5410'25"W RC9 63.65 72.76 34,02 61,64 / ~ ~ BUILDING C 2'-0" O.C. AND (i)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE. (SEE +s+s SOUTH BOULEVARD SUITE +00 SITE PLAN FOR DIMENSIONS). CHARLOTTE, NORTH CAROLINA 28203
BLlO 161,12 1 1 ' 1 1 ` ~ ) 9.63 51,00 S8B'32'57'w RL10 219.88 N75'27'D511 RCIO 34.67 40.00 a5 3x59 ~ ~ ; D PEDESTRIAN CROSSING SIGN TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS. PHONE: (~oa) 335-oz+a
BL11 59.83 994 1x53 N41U1'02"w RL11 303.51 N14'32'52'E RC11 6x66 117.00 32.06 6x43 o BL12 5.13 9.65 181,58 N62'26'4YW RL12 211.81 N2854'2911 ACI2 105,10 28x00 51.16 104.49 3 ~ 18 CURB AND GUTTER vax: (~oa) aos-+a+o Qc zo+o
BL13 169,61 ' Y BL66 7x64 N53'27'SYW RL13 411,32 N61'30'48'E RCI3 62.a1 40.00 40.00 56,51 1 BL14 18501 ' Y 9.61 11,07 N4210'59'W RL14 330.89 N44'31'52'E RCI4 216.92 266.00 113.91 211,15 j • • • • • • • • • • • • • • • • • • • • • • • • • E "YIELD° PLANTED WHITE ON PAVEMENT TYPICAL. (SEE DETAIL SHEET), HEAVY DUTY ASPHALT PAVEMENT CONCRETE JOINTING AND FlLLERS TO BE COMPLETED PER DETAIL TYPICAL OF ALL EXTERIOR
m BL15 97.51 9 RL15 501,09 N14'32'52'E RCIS 63.13 40.00 40.30 56,78 9.68 1a37 N79'34'S9'W .S r F (
E 9.16 272.04 '4 BL69 39.85 N3216'27'W RL16 327.15 N2854'2911 RCl6 24596 470.0D 12586 24x16 f o BLt7 60.17 9.70 66,91 N51'36'S0'W RL17 6x00 N45'2B'D811 RCI7 16x86 220.0D 81,67 162,89 .p." CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE). (SEE DETAIL SHEET), • ^ HEAVY DUTY CONCRETE PAVEMENT
BL18 395.11 1 '14 9.11 7a33 N66'40'12'W 1 I 9.19 17&14 9.72 7a35 N5T30'S4'W 1 G EXIT PORCH, - (SEE ARCHITECTURAL PLANS) FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS B • AND OR RAMPS THAT MAY BE REOb, RAMP PAVEMENT FLUSH WITH TOP OF STOOP, /
910 466.82' 9.73 50.55 N0915'28'E STANDARD DUTY CONCRETE PAVEMENT
~ 911 11&94 9.74 4a48 N40'48'21'W ; • ~ : H 6 0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE.
N 912 19&15' 4 '41 9.75 99.05 N25'09'25'W ~ € 913 219.01 ' ' 7' BL76 39.11 58115'S4'w ~ S STANDARD DUTY ASPHALT PAVEMENT ~ AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH CIVIL PLANS
934 61,00 576'1711"E rn ~ 9.71 70.80 N5T48'39'W 935 35.51 SI4'04'19'w 9.78 16x04 N2TD6'43'W
8LT6 77.31 N89'33'01'W BL79 34.13 N4T52'09'W ~ 931 427.35 514'15'0811 9.80 40&14 N7527'05'W NOTE: SEE PAVEMENT PLAN FOR PAVEMENT SECTIONS. J 4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES - ~ 12'x36' CONCRETE COMPACTOR PAD AND 12' X 36' HEAVY DUTY PAD ORIENT FOR TRUCK
i; 938 75.00 S89'43'14'E 991 15224 N14'33'09'E / ~ K ( WALMART NOTES LOADING). REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE.
BL29 2500 51415'0811 9.82 20.59 '4 ' 7 N28 90411 9.30 500 N89'43'14'W 9,g3 44.48 S66R6'25'W / ~ ~ 1, TYPICAL DIMENSIONS: WIDTH: 9.5' ~ CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR
9.31 150D 51415'08"11 ~ ~ 994 199.08 N7521'12'W Q , DEPTH; 18.0' DETALS. IIi
9.32 43x65 50131'31'w 9.g5 219.42 S08'34'07'w 9.33 530.29 505'45'26"w BL86 20x13 566'26'25"w J ACCESSIBLE PARKING SPACE TYPICAL. SEE DETNL SHEET FOR ACCESSIBLE PARKING SPACE SIZE C \1111 i11 ~l/, ~ TWO WAY AISLES: 25 M A I " A "-I I AT A A PA GA~p T ND S GN (V N ND C ES V N CCES~BLE S CE). Q m , , "
9.34 53583 S85'19'32'E 991 280.59' N2B'S6'55"w ~ ~ 9.35 59.09 NOBU7'15'E / } ~ 2. REFER TO THE LIGHTING PLAN FOR SECURITY CAMERA LOCATIONS. ~ e~"° ~~SSIp
998 17,98 N14'32'S5'E \i BL36 99,13 N10'33'00'E BL89 111,11 N7527'OB"w S \ ~ ,v. N 6' HIGH WOODEN SCREENING FENCE, e t~ ~ \ 3. ALL CONCRETE AREAS BEHIND CURB ARE 3 IN WIDTH UNLESS OTHERWISE NOTED, SAL
9.31 71a96 N7613'53'E 9.90 141.78 N651B'02'E 9.38 78508 N7613'S1'E 9.91 10412 S26U7'43'E 8' WIDE PEDESTRIAN CROSSWALK. EDGE LINES PAINTED SWSL 8" WITH INSIDE STRIPING PLANTED
BL39 40p.11 N7978'51'E 9.92 23x15 N14'32'55'E jf / ~ 9.40 452.92 N7978'51'E £ ~ 4, REFER TO ARCH, PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 0 / i ~ SWSL/4" AT 2'-O" O,C, PERPENDICULAR TO EDGE LINES, °
9.93 216,42 563'08'22"w !j 1 l BL41 209.15' S1T44'26'E 934 134,78 NJ527'05'W ~ ; / U \ 5. ALL DISTURBED AREAS ARE TO RECEIVE 4 INCHES OF TOPSOIL SEED MULCH AND ° \ ART RA TYPI - TAI H T F R A -ART ART RRA TN °r~ ~"C~: m ~ ~ WATER UNT1L A HEALTHY STAND OF GRASS IS ESTABLISHED. 5EE 02900 SPECIFICATION. P C COR L CAL SEE DE L S EE 0 W L M C CO L DE L. fP~. ha "f ~ e o ,~4-~~
9.42 70.48 N1T44'26"W 935 6.39 N71'20'36"w f 7 SS ~ 9.43 23536 1' '4 ' 936 58,43 N71'43'15"W 1 { a;~
BL44 250.00 7 , ~ i, 6. SEE SITE DATA TABLE FOR TOTAL WALMART LAND AREAS, 10' X 15' STRIPED AREA PAINTED SYSL/4" AT 45' ®2'-0" O.C. AT dB CRANE LOCATION. PRONDE ~ 0 TR K A - AR HIT T RA P A ~l~11(II11~ UC CCESS. (SEE C ECU L L NS). I I y° I~
9.45 216.42 1H R T T ' £ 9 ' BL46 80.74 1 4'11' LENC MIUS ANCEN CHORD ~ 7. REFER TO THE CONDUIT PLAN FOR SITE LIGHTING ELECTRICAL PLAN. " " " p
4 1 4 BCI 18187 7419,44 392,70 78x51 / # 9.7 46.7 BC2 4544 52.00 24,28 44.0 9.48 99.12 8. MEDIAN AGE OF TROUTMAN NC = 35 YEARS R 2 -0 LOADING ZONE AT ALL CURBED PARKING SPACES. 4 PAINTED YELLOW STRIPING AT 2 -0 O.C. PERPENDICULAR i0 PARKING SPACE. (SEE DETAIL SHEET).
BC3 5543 41.00 31,45 521 / ~ BL49 54.56 BC4 46517 7464,44 46570 232.96 IT Y T YP I T P T TI " PERMIT SET \ 9. 5 E CURRENTL NO SERVED B UBLC RANS OR A ON. S 18 CONCRETE CURB AND GUTTER TYPICAL. TYPE A UNLESS OTHERWISE NOTED. (SEE DETNL
9.50 11x41 N33U0'14" BC5 11593 246.38 17222 91,90 ' \ t / SHEET),
BC6 112.20 232.50 5036 9&26 , Bc7 5576 150.00 2aoo 55.64 ~ f' ~ FF R5 ,0 GENERAL NOTES T PAINTED DIRECTIONAL ARROW TYPICAL. (SEE DETAIL SHEET).
BC8 1535 267,5D 1,68 153a ~ , ~ 1, REFER TO THE GENERAL NOTES SHEET FOR SITE PLAN NOTES.
~ ~ ' 15' BUILDING SETBACK PER ZONING ORDINANCE. \ 2. ALL DIMENSIONS ARE BASED FROM FACE OF CURB TO FACE OF CURB. U 1
\ ~ GROUNDWATER NOTE V "NO PARKING FIRE LANE° SIGN. (SEE PLAN FOR LOCATION),
d° r r' ~ tik . , . \ ° THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT,
f E LOT #4 CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ITEM. W AISLE INDICATOR SIGNS TYPICAL. (SEE DETAIL SHEET),
h \ , ~ z ~6a O ^ \ d
\ ~ \ $ ROCK NOTE X RETAINING WALL (SEE RETAINING WALL SHEETS),
o ~ \ - o• ~ LL THE PRESENCE OF ROCK AS DEFINED IN THE SITEWORK SPECIFICATION SHOULD BE "NO TRUCKS" SIGN, SEE DETAIL SHEET , s• ( ) Y ( )
l~ \ , \ \ o 7 ~ JJ / gg A ~ ANTICIPATED ON THIS PROJECT, CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR
U ~ R15.0' ' ' o \ / ~ ' o R15.0 15.0 ADDRESSING THIS ITEM, Z "TRUCK ROUTE' ~GN. (SEE PLAN FOR LOCATION). -
ti \ ~a Q ~ ~ ? \ \ "STOP" SIGN. (SEE DETNL SHEET),
s J s ~ ~ ~
LOT #10 / • sss 3 \ ~ ,0 5 40" ~ F BB MONUMENT SIGN,
i ~ / / 9.91.... \ h / \ 0 N 0 0 R15,0 N ~ ® ,
~ ' ~ ROPOS D RETAIL HOPS ~ FF ZZ a ~ CC - ~ cs ~ ~ 3 WIDE CONCRETE STRIP BEHIND CURB (SEE DETAIL SHEET), .o ~
~ ~ / S1~P' 11,10OtSF °o REFER TO PA4EMENT LOT #8 SS ~ ` / S 20`x:' ~ MARKING PLAN FOR ` ~ \ D I I P I TI H \ NTEROR LANDSCA E SLAND. (SEE DE AL S EET). N
/ ~ • • : ~ ;Q: \ ROADWAY STRIPING ~ Z Q. o Q _ ~ \ \
~ ~ i ; • X ENO FF 4 ~ . ' 'S5' A6 • • g EE STOP BAR, (SEE DETAIL SHEET), N
~ 'o• • 1: \ 25.0 X START WALL ~ ~ ~ Z o ::3 .a' • E D . 1 ,5~- : ~ > ~ R FF ADA ACCESSIBLE WHEEL CHAIR RAMP - (SEE DETAIL SHEET). ~
• ~ry STA T ' •o: { 24 0 0 ?S~, LIGHTING FIXTURE, POLE, AND BASE - (SEE DETAIL SHEET)
R b o ~ o S X G REFER TO PHOTOMETRIC PLAN FOR SPACING, REFER TO ARCH, SITE LIGHTING ELECTRICAL PLAN.
~ , . 0 ~ ~ od M FF FF ~ ::ll?F•:'::•':;:•:;:•~;: ::a<v N m ~ ~ 25.o START o S$ 1 ~ G w F ~ I ASSOCIATE PARKING SPACES -PAINTED SWSL SEE SITE PLAN FOR LOCATIONS). ~
~ ~ . ~ n': 0 . F .~ad ~ 25 0 ~ FF ~o N START ti c a o
. 'f 9 e'.' ° . 1 ' ~ ~ 5 ~ r , N A6 LOT #3 II EXISnNG RADIO TOWER TO REMAIN.
0 , , ~ TART ~ 9 ' ~ G 0 R25.0 JJ 20' REAR SETBACK PER ZONING ORDINANCE, z
~ a e ~ - . X•S.TART:WAiL::••;..••,.. - . a.. •.•r.'.• . . , ~ ~
^~d~.:.: . ~ . p..;.:~• ••~'::•.X END:wqu• X6.2' p ~S ~ I . 1 ~ ..b~ 'SJ . ' . . , , o . p,. • • ?5. R b• ~j INTEGRAL TYPE BCURB - TO BE USED AS CURB FOR ALL CONDITIONS WHERE CURB ADJOINS - FF ° K HEAVY DUTY CONCRETE PAVEMENT,
. . ~ F N ~ o V N O ,
:d .e.a. ~ 0 11 25.0 a G • 4 24 Si0 S , ~ c ~ ~ , , : H , . = a• ~ ; ' • w p o ~ R 73.3 25.0 ~ `O ~ - ~ h• LL CONTRACTOR TO REFER TO "RD° DRAWINGS FOR OFFSITE ROADWAY IMPROVEMENTS (PAVEMENT
a. V 4•p.o a S o P /p F ~ ti Q MARKINGS AND HORIZONTAL LAYOUT SHOWN REFLECT PROPOSED CONDITIONS AND ARE SHOWN FOR ~ ~ H n /G INFORMATION ONLY),
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.ta p / U I I I I 7 . MM VALLEY GUTTER (SEE DETAIL SHEET). r1 W
. e . . a. Q ARDEN Y::;•:•::;•; ' W U I I I I • 4 . e • 62 b 4 ( ) ~ NN 30" CONCRETE CURB AND CUTTER SEE DETAIL SHEET ,
' . ENTER ~ ~ a••::~.::' I I I I ~ 8. 60.0 I SS ~ oo CURB TRANSITION 30" CURB AND GUTTER TO 18" CURB AND GUTTER SEE DETNL SHEE ( ~ w
• GUIDE RNL. INSTALL FACE OF GUIDE RAIL FLUSH WITH FACE OF CURB UNLESS OTHERWISE NOTED ~ ~ r
I ' .,:o H '.aa o: • a~ 9.5 b o C D a 0 Q' I LO . ~o• LOT #7 PP v \ (SEE DETAIL SHEET). N O
50.0' . b ~ R ~ b ~ p M I ' I ~ ~ I 44,0 • p I I I I ~ ~ I I 44,0 r QQ HAND RAIL SEE DETAIL SHEET , V Z ~ ( ) y
Y D R V U I I I I I I I I y , . o G I I I I I I I I ,Q r`' ~ w •0 RR CONTRACTOR TO REFER TO GRADING AND DRAINAGE PLAN FOR THE LOCATION OF STORM WATER W Q J
K , ~ . A 66 a U U I I I I I I I I S I 1 ~ ,f` r PERMANENT BEST MANAGEMENT PRACTICES (BMPS) AND ALL APPURTENANCES ASSOCIATED WITH THEM. ~ ~ ~ ~ f
I . i i i i i i i i ' I F o.~ ti~~" .y i SS 5' SIDEWALK (SEE DETAIL SHEET), z rA
D•-0 E.• a o I >r~ a ~ ~ V I Q M RS,Q' co b R ' FF I o f ~ >t A~ ~ ~ _ ~ a ? S~ 4 ,f' ~ TT GRAVEL ACCESS PATH TO EXISi1NG CELL TOWER, ~ Q
b D 16 ~ 6 I I ~ ~ I SS , '7J 6' ~ N Q ~ ~ ~ ~
y ~ ~ ^ 0 U I I I I I 12 ° U I I I I I g9 { I ~ fr UU THREE MOUNTED END-OF-ROADWAY MARKERS (SIGN:MUTCD OM4-3). ~ ~
54 ~ H C Rti 0 0 , GENERAL 63: o 0 o r
S i i i i i I ~ X ~ ~ ' ,ff W T P AR TAI H T ~ WHEELS 0 B (SEE DE L S EE
MERCHANDISE I I ~ ~ I R o END WALL 9.a a b 9.5 . a ? , > LOT #5 18 o ~ ~o 0 - - ~0 rr N END DUMPSTER ENCLOSURE SEE DETAIL SHEE
D j F ~ RSp~ S o J 11-13-2009 ~ b \
~ I I I I ~ ~ I I ; `h q G A U I I I I I I I I ~ FF ~y r XX TRUCK DOCK WELL -REFER TO ARCHITECTURAL PLAN J
1 E U I I I I I I I I 61,0' Q' . 66 7 0 ,r' t YY NCDOT CONCRETE MONOLITHIC ISLAND. 7 R3A r z ~ O
9 ;:a U IIIIIIII - - - !f f'~' r " J ~ ZZ 18 VERTICAL CURB. r, Z
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PPsrnRr APPROXIMATELY 147,785 SQ. FT. a•...•...•..a 62 25.0' o'• I I I I I I I ; n A3 GREASE INTERCEPTOR ~0. \ ~ \ BB ' ~
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• ' CONTRACTOR SHALL REFER TO ARCHITECTURAL G a ; ti 18 G PLANS FOR EXACT LOCATION AND DIMENSIONS OF ~ ~ ~ R ~
~ VESTIBULE, SLOPED PAVING, EXIT PORCHES, QI ~ ; 4Q•Q b o k0 10 ~ ~ 'cS• 225 X 100 ALL WEATHER MATERIAL STAGING AREA ~ R8 A5 ~
I I I I I ~ ~ I 16 ~ ~ ~ S FF RAMPS, AND TRUCK DOORS, PRECISE BUILDING 'Q'Q ~ v I I I I I I I I 9•Q ~ FF 0 ~ EXCLUSIVE OF BUILDING PAD AND OTHER ALL Q O N ~ 0• 10.5 \ ~ ~ WEATHER ACCESS ROADS, REFER TO THE Z LOT #2 / a LL Woo
I 'Q~ DIMENSIONS AND EXACT UTILITY ENTRANCE o v v I I I I I I I ~ • Rya LOCATIONS. 63 ~ \ REFER TD PAVEMENT •p, SPEgFlCAiION SECTION "01500 -TEMPORARY ~ " O~
r' U I U I I FF 22 6 MARKING PLAN FOR ~ FACILITIES AND CONTROLS FOR ADDITIONAL V rn ~ c ~ ROADWAY STRIPING ~ REQUIREMENTS AND PROVISION FOR PROVIDING ALL ~ c ~ ~
a b a FF • ' FF ~ Q ZZ WEATHER ACCESS FROM PUBLIC STREETS TO THE ~ ao Q N N 0
GROCERY o c b o ~ ~ I I ~ ' \ BUILDING PAD. ~ r°'. Z > U . ' ' \ . ~ A6 5' SCREEN WALL CONTRACTOR TO COORDINATE WITH p ? ~ ~ z
I I I I I t U I I I I 0 0 - \ O N oc~o ~ R FF ~ ARCHITECT FOR DESIGN. W N Z z ~ FFo /V ~ 1 ~ L N ~ zdaa
• • • • 63 v r > Al 20 LF r Al 2D LF 'o. ° ~ , : 1. ° w ~ W ~
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.01 WAL-MART RETAIL SHOPS RETAIL SHOPS ui PROPOSED USE: LOT 11 LOT 9 LOT 5 ? 1-
o ? MATCH LINE THIS%", THIS SHEET HB HB HB
PROTECTED WATERSHED NO NO NO
U U SPECIAL BID NOTES NO FLOODPLAIN NO NO NO N END ? SITE SIZE AND COVERAGES:
~ Al o BUILDING FOOTPRINT SHOWN IS PRELIMINARY. WHEN ~ ARCH/MEP PLANS ~ - ~ REFER TO PAVEMENT 12 FT TOTAL AREA ±AC. 17.60 1.69 3.03
ARE READY FOR BID A REVISED SET OF CIVIL DRAWINGS WILL BE s . MARKING PLAN FOR BUILDING SETBACKS (PER TOWN):
o INCORPORATED AT THAT TIME. IF PAVING ACTIVITIES COMMENCE PRIOR ? ROADWAY STRIPING E TO ARCH/MEP PLANS BEING COMPLETED, THE CONTRACTOR SHALL END \ F r \ RONT 15 15 15 ? r
o ONLY PLACE UP TO THE BINDER COURSE FOR ASPHALT PAVNG AND REAR 20 20 20 r ' \ P U
THE AGGREGATE BASE COURSE (ABC) FOR CONCRETE PAVING AND THE o SS SIDE YARD 0 0 0
o BUILDING PAD AREA SHALL BE PERMANENTLY STABILIZED (SEE SPECIAL ? B " o BID NOTE). FINAL SURFACE COURSE AND CONCRETE PAVING SHALL BE START 0 U OFF-STREET PARKING REQUIRED BEFORE YOU DIG w r J
INSTALLED AFTER THE BUILDING CONSTRUCTION IS FAR ENOUGH ALONG PP START RD ~0 NOT P Y F c AS NO TO DAMAGE PAVEMENTS. AN DISTRESSED AREAS 0 BINDER Oly Q0' (PER TOWN) ~ a y
o COURSE OR ABC, AS DEFINED BY THE OWNER'S CONSTRUCTION E PROPOSED USE COMMERCIAL COMMERCIAL COMMERCIAL, END BASE REQUIREMENT SF 518 39 75 CALL STOP
a MANAGER, THE OWNER'S CTL AND/OR THE CEC, SHALL BE REPAIRED 30•~ LOT #12 R 1 800 632-4949 DESIGNED BY: (3.5/1,000 ) BRRITCM
o BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. o w START / OFF-STREET PARKING PROVIDED 642 67 152 N.C. ONE-CALL CENTER ,I IT'S THE LAW DRAWN BY: TCM ACCESSIBLE SPACES 12 1 5
PRIOR TO PAVING, CONTRACTOR SHALL PROVIDE ALL-WEATHER ACCESS / FROM THE PUBLIC ROAD TO AND AROUND THE BUILDING PAD TO AO / / NO PP CHECKED BY: MAE ND PP VAN ACCESSIBLE SPACES 3 1 1 GRAPHIC SCALE
FACILITATE BUILDING CONSTRUCTION. AN ALL WEATHER MATERIAL 0 / / / CART CORRALS 26 - - Q
STORAGE AREA SHALL ALSO BE PROVIDED AS SHOWN. ALL-WEATHER / / co / N ACCESS SHALL BE AT LEAST 30' WIDE AND THE ROAD AROUND THE / / so o so so izo zao i DATE: 01-19-10 TOTAL PARKING 657 69 158
ago BUILDING SHALL EXTEND TO THE FACE OF THE BUILDING. ANY ? / / / TOTAL PARKING RATIO\1000 SF 4.45 6.22 7.43
o DISTRESSED AREAS OF SUBGRADE, BINDER COURSE OR GABC, ALONG/ / / > THE ALL WEATHER PATHS AS DEFINED BY THE OWNER'S S / / OFF-STREET LOADING REQUIRED 6 1 1 PROJECT#: 018426001
o CONSTRUCTION MANAGER, THE OWNER'S CTL AND/OR THE CEC, SHALL OFF-STREET LOADING PROVIDED 4 1 1 ( IN FEET )
BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. i w 1 inch = 60 ft.
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20
{ $ d~,d dd a ti a~ ~ ~i ~ ~
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d J A 4, ' 1 SEE SITE PLAN 4" CONCRETE
x 0. s ~ SIDEWALK ~ 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED ®35' O.C. MAX. = '
d~ fi p SLOPE 1/4" /FT. COMPACTED KIIIII -H rn d EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" SUBGRADE A e O
d x ~ r ~ TYP MAX. + ( ) ~i////////~ 2 and Assoaates Inc
v ddd- d'~ e4 e` 5.0 5.0 5.0 5.0 5.0 5.0 5.0 (TYP) 1/2"R NC UCENSE r~-0102 1 r (Typ) 1919 SOUTH BOULEVARD
d' ,d 1 ~ ` ' LS d ~ dd d d ° ° V • ° ° ° TOWN OF TROUTMAN AND DEVELOPER CARLOTTE, NORTH CAROLINA 28203
r~ ~ dd dd d'~ d ~k r` d / d ~ dd ?d 0 6d ~ o~° °o~ ° 6" PHONE: [phone]
~ ~ d'~ .x fd ~L J ~ / 4~ ~ ~ PC CONCRETE CONCRETE SIDEWALK FAX; Boa 4o9-1B1o NOTE: (TYP) 4" TYP ( )
~ J d q ~ d8 P k d WHERE REQUIRED REINFORCEMENT TYP Qc zoto 4" AGGREGATE BASE ( ) N.T,S. ~p WILL BE No. 3 BARS 24" O.C. COURSE COMPACTED TO
p ~ E d p° f k a'~ d~ SECTION A-A EACH WAY MAX. SPACING, OR 90% STD. PROCTOR (TYP) SECTION B-B
s ~ t ~I 0 M d d t 7} t td 6x6-W1.4XW1.4WWF
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? dd g dd ~ ~ ~ J d d ~ € 3" SUPERPAVE (119.06} ~ \11111 ~ I I Il// ASPHALTIC CONCRETE SURFACE COURSE ~ C A R
~ ~ ~ d ~ ~ ~ l~ ~ / 2" SUPERPAVE (SF9.5B) 1.5" SUPERPAVE (SF9.5B} ~d® Q~m • ° ° • /ice 10" AGGREGATE BASE COURSE OR ASPHALTIC CONCRETE SURFACE COURSE ASPHALTIC CONCRETE SURFACE COURSE ~ ~~SSJp"'~
y t d , ~ # ~ r V ~ ~ d , d 0 1 d . f € ~ ~ IT I T 2.5" SUPERPAVE 119.DB 1.5" SUPERPAVE 5F9.5B e ~ pd 5 B UM NODS CONCRE E BASE COURSE (B25.OC) pH TI I T I T ( ) PH TI F ( ) ° SAL
C1 ~f 2'6" CURB f'~Y (100% MAX DRY DENSITY A5 AL C CONCRETE N ERMED A E COURSE A5 AL C CDNCRETE 5UR ACE COURSE d AASHTO T-160 PRIME COAT PRIME COAT
d ~ ~ AND GUTTER ) ° a TACK COAT 1" AGGREGATE BASE COURSE 6" AGGREGATE BASE COURSE ~ ~ a
t , r r d d ! ~ ~ ~ (1DD% MAX DRY DENSITY 1'6" CURB ~ (100% MAX DRY DENSITY ae~`~ t2' 1'6° CURB '~P.GCONC. . AND GUTTER AASHTO T-180) AND GUTTER AASHTO T-180) rf ° d~(~1~ ° ,
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' a f ~ d~f PERMIT SET ~ d TOWN OF TROUTMAN PAVEMENT SECTION STANDARD DUTY ASPHALT PAVING STANDARD DUTY ASPHALT PAVING
I f d d d ! 6 d ,f 8p ALTERNA7E
d d d t t d S ~ N.T.S. 2.5° SUPERPAVE (59.56) 1.5" SUPERPAVE (S9.56)
8d d ' d ' ' ASPHALTIC CONCRETE SURFACE COURSE ASPHALTIC CONCRETE SURFACE COURSE
d d ? _ ~ ~ { d ~ ~ 3" SUPERPAVE (119.06) 2.5' SUPERPAVE (119.06) ASPHALTIC CONCRETE SURFACE COURSE ASPHALTIC CONCRETE SURFACE COURSE
r~ I ~ ? d d, ~ ~ m ~ PRIME COAT PRIME COAT
~ ~ / ~p 8" AGGREGATE BASE COURSE 6" AGGREGATE BASE COURSE (100% MAX DRY DENSITY ,,IIVV ~~IIII~ (1DDX MAX DRY DENSITY E
LOT #10 ~ is / 1'6" CURB 1'6" CURB W~ f LOT #4 AND GUTTER AASHTO T-180} AND GUTTER AASHTO T-180)
REFER TO DETAIL SHEET L d r ~ 9 TACK COAT TACK COAT d d
FOR CONCRETE PAVEMENT ? ~ _ ? / ~ ~ 12 "P.GCONC. t2' "P.C.CONC..°..
AT DUMPSTER PAD d' 0 7~ 8.0" LIME y' ~ ~ -STABILIZED
'A /L ~ ~ /i//i//i//i//i//i//i//i//i//i//i//i i /i//i//i//i//i//i//i//i//i//i//i//i~ SUBGRADE
I LOT #9 ~ ~ O HEAVY DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING V
I ° V J ~p ALTERNATE 2~ ® d ~
. Q ® ~ fd v ® 4,000 PSI AT 28 DAYS COMPRESSIVE
1:: P STRENGTH & 510 PSI ®28 DAYS F
J FLEXURAL STRENGTH CONCRETE
Q ® JOINT
LOT #8 ~ (SEE DETAIL 6° AGGREGATE BASE COURSE ~ ~ THIS SHEET) 100% MAX DRY DENSITY Z
I ~ ~ 1'6° CURB AASHTO T-180) Q o d~ AND GUTTER N
1. fd ~ 12" ° W
/ + •r ~ : L. . P.C. NON-REINF. CONC. ' ~ ~
~ G
I ° ~ ~ W ~ G ~ a
a. I e ° ~nn HEAVY DUTY CONCRETE PAVING ~ v'
° . e a e. LOT #3
i e.° . ° I.'., n e . ..e ° ~ ''o d o y ~ WALMART PAVEMENT SECTIONS z
° p 'e' A. a ~ ae i~.~i~. tW.~~.~. ~ ~.~~.~~r.~~. ~ - . ° d.' a p" .e. . ' ° ae .a ~ ~ ~ / N.T.S.
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a: . 4 e. 4 . e ~d . a: /
I :p°~ ep d e. Q / H n 1.5' SUPERPAVE (S9.56) ~ ASPHALTIC CONCRETE SURFACE COURSE
a ~ . ~G °d ~ 1.5" SUPERPAVE (S9.5B) W fd
e.:a ' e p . . GARDEN nn ASPHALTIC CONCRETE SURFACE CDURSE v' ,
I p. ~ d. - a... 'e.. . ° CENTER ~~y 6° AGGREGATE BASE COURSE
° o ~ 1' ^ (100% MAX DRY DENSITY W ~ 6 CURB p~ ~ ' J r
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ae I a a. 0 e. 1z" 'A V U
a p ; p^ . REFER TO DETAIL SHEET ~ w / ~p W a
FOR FOR CONCRETE PAVEMENT d~ ;~/~~i/~~i/~~i/~~i/~~i/~~i/~~i//~i//~i//~i//~i~ i ~ ~ f ~ -
I .a . AT Dl p e AT DUMPSTER PAD ~ z N oW
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I ° , ~o Z N o / DEVELOPER PAVEMENT SECTION ~ ~
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I e . , G ~ ~ ~ N.T.S.
S
MER HANDI E _ _ _ C S . ''od ~ ~ ~
I ~ I 11-13 2409 1 f,r' I• J
G A
I ~ SPECIAL BID NOTE Z r 0
I W / J Z
Q o a ~ CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR
L 1 OT #5 SUBSTITUTING STANDARD AND HEAVY DUTY ASPHALT WITH
~ TRUCK SUPERCENTER #5798-00 ~ ~p T H Y TY PH T ITH I ~ d\ S ANDARD AND EAV DU AS AL W LME
-1 - R-N C 50 SG 0 ~ DOCK ~ STABILZED SUBGRADE PER THE SITE DETAILS FOR LOT 11 1 ( ~ / - AND WALMART HEAVY DUTY ASPHALT PAVEMENT, REFER TO
APPROXIMATELY 147,785 SQ. FT. ~ ~ ~ , 1 THE BID FORM FOR INSTRUCTIONS.
FFE 901.00 i K ® ~i
CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF / W
VESTIBULE, SLOPED PAVING, EXIT PORCHES, H
RAMPS, AND TRUCK DODRS, PRECISE BUILDING ' ~ 00 ~ ~ Z LOT #2 p Woo
I DIMENSIONS AND EXACT UTILITY ENTRANCE o : . LOCATIONS. V ` d~f 0 0 v N~
Q W o
. / Z ~ N ~ , ~ Z i N
. ~ GROCERY o ` ~ ~ ~N~ U ~ Z N~ Z
0 ' U_ p ~ Q o N oc~o V ~ ~ ZNZz e L H a
o o a C w~ ~ D ~~wF
J • , ~ ~ m . R~ z , , 1 ~ E o~_~
. e Q o ~ ~0 ~ REFER TO US HIGHWAY 21 v, o ~ ~ o
a LOT #1 ~ ~ ~ . - ° ROADWAY CONSTRUCTION ~
I 1 ~ ~ ~ i 1 ~ ~ : ° ' LOT #6 DOCUMENTS FOR DRIVEWAYS ~ w
1~ J ~ 1 O
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M
1 I U W
O
I x
1 1 a 1LL 1
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11 I N
1 LOT LOT #1
3
Q J a PAVEMENT SECTIONS Z
Q J
KERR BRANCH a STREAM CENTERLINE
WALMART HEAVY DUTY ASPHALT PAVEMENT
to ~
m Z WALMART STANDARD DUTY ASPHALT PAVEMENT O W
V
C
0 MATCH LINE THISE, m THIS SHEET WALMART CONCRETE SIDEWALK W
A" HEAVY DUTY CONCRETE PAVEMENT >
U 1 1 00, 1 ? Q
ftft 3 1 TOWN OF TROUTMAN ASPHALT PAVEMENT
E DEVELOPER ASPHALT PAVEMENT
1 p 1 TOWN OF TROUTMAN AND DEVELOPER P 1
CONCRETE SIDEWALK
O ` O Lil BEFORE YOU DIG NOTES: x
m ` 1 C SEE DETAIL SHEET FOR ADDITIONAL PAVING NOTES x
STOP ~ a
a° 1LOT #12 CALL 1 800 632-4949 FGNEDYBI : BRRITCM N.C. ONE-CALL CENTER
IT'S THE LAW CM
m 1 / / GRAPHIC SCALE : MAE
r 1~ / / 60 0 30 60 120 240
/ / 1000, N I ? / / 01-19-10
0 00 / /
O / / / / 18426001 ( IN FEET )
D 1 inch = 60 ft.
W 1
N U
Y C-1 3
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- TION B Y KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20
LEGEND LEGEND
_ \ A SEDIMENT BASIN TO BE CONVERTED TO WET DETENTION POND -SEE ERO I N N
- , ~o C 555.5 TOP OF CURB SPOT ELEVATION SEDIMENT CONTROL DETAILS, WET POND DETAILS, AND PLANTING PLAN FOR
i , s d ,F a ~ _ ; t _ _ 1 _ / ` P IFI TIONS AND DESIGN PARAMETERS. Klm~e -Horn + P OR TOP OF PAVEMENT SPOT GRADE ELEVATION SEC CA q y 555.5 _ ,
- B MATCH PAVEMENT TO EXISTING DRIVEWAY, INSTALLED BY DEVELOPER, FOR A SMOOTH AND sea PROPOSED MINOR CONTOUR n A ~ I t ~n LEVEL INTERFACE a ss c a es, C
_ _ NC LICENSH ,~F-0102 _ 625 PROPOSED MAJOR CONTOUR RETAINING WALL TO BE DESIGNED BY NC LICENSED ENGINEER REFER TO THE "RW" s s sau BouLEVARo
_ a ~ - _ ~ r = , PIN: 4'740446046 rF rF ' , C ( ) ( SUITE 100 EXIST. MINOR CONTOUR SHEETS FOR DETAILS) CHARLOTTE, NORTH CAROLINA 28203
- _ .BOW=9 o.DO BONED: GB ° ' rF F, _ , v - PHONE: [phone] (PER ORIGINAL DEVELOPERS SURVEY) p ROOF DRAIN SYSTEM TO COLLECT STORMWATER FROM DOWNSPOUTS. PIPES WITHIN THIS FAX: [phone]
1 r 0 - _ . SYSTEM SHALL BE CONSTRUCTED AT 1% MINIMUM SLOPE. INVERTS OF THE DOWNSPOUTS c som
_ _ F d ~ 5,. 0 ~ EXIST. MAJOR CONTOUR ~ AT THE BUILDING TIE-IN POINT IN THE TRUCK WELL TO BE INSTALLED AT AN ELEVATION
m - 24-CB PER ORIGINAL DEVELOPERS SURVEY TO MAINTAIN AT LEAST 18" OF CLEARANCE UNDER THE FOUNDATION OF THE TRUCK WELL f ( ' \ WALL. ALL OTHER DOWNSPOUT INVERTS AT THE BUILDING TO BE A MINIMUM OF 4
~ s , F, _ sr STORM DRAIN „ BELOW FFE. STORM LEADERS FROM THE BULIDING TO BE 12 ,HEADER SYSTEMS TO BE
F r N , r a ; ~ . " ~ 4 t EXISTING STORM DRAIN B 24 (UNLESS OTHERWISE NOTED)
0 ' ROOF DRAIN PIPES E OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES PAVEMENT SLOPES FROM .
r v...r : ? , F 1 0 a 915 1-FE FLARED END SECTION THE VESTIBULE TO THE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 2.0% MAXIMUM
~ 9' , is 23-CB S ~ ~ - - 915 . ~ GRADE. CONTRACTOR SHALL GRADE THESE AREAS NO STEEPER THAN 2.0%. ~ ~ 1-CB CATCH BASIN WITH FRAME GRATE AND HOOD
~o 10' WIDE MAINTENACE ACCESS PATH (INSTALLED BY DEVELOPER) TO BE MAINTAINED BY ` F 3-DI DROP INLET WITH FRAME AND GRATE ti WAL-MART
. , , i ? 0 I F , 4-YI YARD INLET AT-GRADE DELIVERY DOOR
o _ ~ OW=9D6.50 ~ ~ , 21 CB ' 26 8-MH JUNCTION BOX WITH 50LID LID "
~o : ? _ ~ X15 s<, ( ~ 4 TRAFFIC BEARING Y-CLEAN-OUT SEE DETAILS H ( )
_ _ , ~ " ~ _ ; ® GATE VALVE (REF; ARCH/MEP PLANS) M ~ c ~~~lullrTT
_ o,'~~ ~ ~ ~ 905.50 PoE PERMANENT DRAINAGE EASEMENT I TWO 10 STORM DRAIN PIPES AT TRUCK WELL DRAIN CqA, ~aior
_ _ I : _ , 40-CB 33-MH g~ ~m 8S°»~",~ J TRUCKWELL PIT FOUNDATION DRAIN (REF: ARCH PLANS) ~ . k~
? p Y _ _ - ~ 34-CB g~ T ,.905.10 ~ ~ K WATERPROOFING REQUIRED (REF: ARCH PLANS)
41-DI ~ v 904.50 - ~ 902.30 • ? ` SAL .Y. o ~ ;`07 ~ N REFER TO ONSITE ROADWAY PLAN AND PROFILE SHEETS FOR PROPOSED ROADWAY
- r ~ 902.50 °°e °°e _ - , B~W=902.6 PROFILES ~ °
_ _ - r 90295 905.50 HP 5~~ TS=905.90' ~ ~ ~°m~~/ ~ .~~°Q~ ~ - z M REFER TO US-21 OFF-SITE ROADWAY PLANS FOR ROAD CONNECTIONS. r~ ~Isd~ » 2 57-CB BS=904.40' Z s°~" n^ ° ~
35-~I 906 ao - , _ FFE~J6 0D v ~ 59-CB 907.10 ~ i,~ ,aR~p ~ 58-DI N REFER TO CULVERT PLAN FOR STREAM RELOCATION SEQUENCE AND DETAILS /~T!~11~I1111>>~~
K FFE~J(14.50 _ 32-DI ' _ K ~ FFEjJ03.00 TOW= , ~ STEPS 1.1410
~ _ 39-CB 31-YI eow=sos oo , ` 9o`b , I _ 905.50 D ~ ~ T EF. O RETAINING WALL (CONTRACTOR TO DESIGN BUILD) ~ RE .WALL R
_ 910 _ _ 5 - f - - f - - g0 r , , .I, ~ . 60-CB a~ ARCH PLANS ° ° ° ,
. : , . , . . 903 22-CB a p SIPHONIC MANHOLE (SEE DETAIL SHEET) PERMIT SET O ° ~ ~ ~ ~ °
905 _ . - - 905.35 905 _ r - ~ 902.35 ! -905 - 55-C - ~ _ a d 55-CB I ~ Q STOCKPILE LOCATION AND SIZE MAY VARY DEPENDING UPON FIELD CONDITIONS
_ BOW=903.2 s~ 5 . . 42-CB - 905.00 R 90 , 900 _ SEE DETAL "B" 903 902.15 )5 . ~5 , \ , _
_ ` 905.30 E ~ 1HIS SHEET 903.80 HP r = 17 . 00.25 H 122-CB 131-CB -CB SEE DETAL "C" 30-CB 48-DI - CONC. RAMP ®5.0% R 5' SCREEN WALL. CONTRACTOR TO COORDINATE WITH ARCHITECT FOR DESIGN. \ MAX. SLOPE
eow=slo. o _ ~ 36 _ 903.65 - 04 . 225' X 100' ALL WEATHER MATERIAL STAGING AREA EXCLUSIVE OF BUILDING PAD AND S
901.50 0 1HIS S1iEET _ 904.65 50-CB . _ , 119-CB , _ DETAIL C -RETAINING OTHER ALL WEATHER ACCESS ROADS. REFER TO THE SPECIFICATION SECTION 01500 - ~ 51-CB ~ TEMPORARY FACILITIES AND CONTROLS" FOR ADDITIONAL REQUIREMENTS AND PROVISION
::120-CB ~ _ r r ~ Q . . 898.10 s7 900.05 900.00 I - 21-CB 903.65 WALL FOR PROVIDING ALL WEATHER ACCESS FROM PUBLIC STREETS TO THE BUILDING PAD. / `f E
121-CB 900.00 - • _ 900.55 900.48 ~ rte-- ..21~14~~ T = _ ~ ~ r 7 ~ ...r.`.. ~ ~ . - Ti BOW=9 1,00 BOW=901,05 BOW QD2.5D . - 53-CB SCALE: 1"=20'
_ _ 902. ~ ~o s . TOW=914.90 BOW=9D o0 ~o, - _ Y ~ . • : ; . ~ : ; . _ , 900.50 HP 47-CB 901.00 54-DI
~ - ~ 900.55 900.84 900.44 ` 900.44 cm - ~ N _ _ ~ - _ 901.65 HP y 900.48 \ 49 CB ~ 901.00 .65 HP ~ 898.70 ~
900.76 900.76 38-CB 900.20. 902,40 900.10 902.20 901.50 _ ~ 901.00 900.50 ; X01.50
- 900.50 _ - 130-MH _ ~ 900.50 ~ 74-DI 901.25 52-CB , / , / TS=904.40' Z Z
- - 901.00 1-SM 900.61 900.31 TC 900.61 900.00 V 9p0 901.20 ~ I _ TP 900.61 " 899.56 HP 9D0.20 HP 90130 , BS=902.90' \ ~ 898.75
901.10 HP ~ ' 46-CB . _ ~ , . _ O 901.00 901.00 P 901,00 900.08 899.48 ~ _ 900.67 : - 901.80 901.80 906.50 f STEPS 898.75
129-CB 2-SM RDE 899.48 899.90 ~ 20-CB ~ P 900.18 HP _ ~ 73-CB ~ ~
899.60 HP g0~ 900.31 _ ~ _ Y. _ ~ 901.30. I CENTER 899.00 ~ ~ RET, WALL REF. 898,94 F „ , / ARCH PLANS ° : AT DRAIN 899.02
P 90D.7 9 , 901.30 901.50 HP 900.50 900.08 , _ _ _ 899.85 ~0 , ° a o r , ~ ma
900.50 I ° 900.72 I I ° E ~p ° ~ a 899.02
61 898.28 HP FFE~J02.00 Y Y 900.20 _ 900.05 HP - I I _ - row=slo.5o ° 899.72 • a 901.30 901.95 I ' AT DRAIN ' WIGGINS REAL ESTATE LLB' ~ " rn
BOW=906.00 TC 900.61 _ _ _ ;'./0 N TP 900.61 90D.30 HP _ , _ 898.22 898.22 _ - 901.45 I a N D.B. 776 PG 450 CONC. RAMP ®5.0~ z ~ ~ ''o MAX. SLOPE ~
_ r _ I PIN.• 4740934289 _ W 05 - ZONED: GB CUD +
11 - _ _ 108-CB 8 CB • ' , ~ 9oo.2a - ' - 18-cB K o ' ~ DETAIL B -RETAINING W g1 _ a'
o° - _ , 107-CB i ~ 899.00 899.50 900.95 _ 900.15 E 898.24 HP 899.59 I _ _ ~ - : - WALL
~ 898.10.. 899 D5 HP 900.25 - FFEjJ01.OD I I ` 91 / - 1 , SCALE; 1"=20'
900.82 9 , _ 900.50 h.,., , ` 900.95 I 71-DI _ , G 71-DI ~ - F ~ ~ Q
898.76 ~ ` I • GENERAL !r. ~ a9a.os 17-cB t~, ~
S 900.64 I 898.31 HP 899.53 . , I • 900.19 898.45 '.898.73 HP
MERCHANDISE - =---J ~ K 117-CB 900.82 898.22 _ y I 899.95 0 - f z
I 898.93 8g 897,80 r 899.50 899.75 900.30 896.60 HP ~ 898.15 HP i - E ~ - 11-13-2009 9 0.80 899.50 ~ _
FFE=900.00 0 , 90D.50 HP ~ C 900.6 901.00 G A ~ 896.30 : 9oo.5a HP ~ JOHN V REDDEN & ~ 70-MH WANDA S REDDEN
- 896.50 897.17 899.301 900.40 90D.42 P ~ _ - ' 898.20 12-DI • 106-CB 900.40 v 9~S D.B. 975 PG. 586 900.42
896.35 897.12 900.3 ~ ~ e e e e e e _ , . 899.30 105-CB ` ' ~°ee ~ 9 ~ PIN: 4740935155 , / , ~ ,
T RAIN C 900.6 896 30 _ - , 900.30 - P 896.8 Q Q 897.58 ~ 00.77 896.50 900.30 S ZONED: HB y ~ ~ H n
896.40 AT WALL , 899.85 , 102-CB ` 103-CB 891.15 HP 899.00 899 00 899.80 HP ~
TRUC 9oto0 SUPERCENTER #5798-00 - K FFE=901.00 896.20 • • 900.0 898.25 895.80 896.35 899.95 • , FFE=901.00 800.45 901.00 / f W 900.95 : ~ o 69-ce DETAIL A -TRASH COMPACTOR SPOT
C-150-SGR-NO x96 a5 _ 900.95 ~ D K ~ 899.20 ' ' FFE=900.00 900.30 9oD.56 HP APPROXIMATELY 147 785 SQ. FT. - - o V 9ao.3o ~ 'ti/ \
9aa T7 9oo.8a sa-cB ~ o ELEVATION DETIAL TRUCK DOCK
900.42 H 104-CB FFE 901.00 1 1- x96.75 • : . ~ 0 CB 896.62. i6-CB I .-L . 900.40 ` ~ _ ' J
G CONTRACTOR SHALL REFER TO ARCHITECTURAL 900.30 898.27 900 35 . 899.25 PLANS FOR EXACT LOCATION AND DIMENSIONS OF 132-MH ~ 895.44 - 897,00 ` 900.25 ~ M SCALE; 1"-10' V ~ 900 35 898.60 79-DI ~ a / ~ O -
900.50 900 80 896.OD HP 89 900.00 VESTIBULE, SLOPED PAVING, EXIT PORCHES 8 9 ' E 900 901.00 900.85 - $g~,~- ~ 895.61 895.35 g8 898.50 a99so HP GENERAL NOTES ~ z E 900 ~ o / \ ~ 0 w .
RAMPS, AND TRUCK DOORS, PRECISE BUILDING S ~ 1 898.73 00.15 H 897.3 901.00 DIMENSIONS AND EXACT UTILITY ENTRANCE ~ ~ ~ ~ ~ ~ _ 898.45 00.15 9 0.30 HP 9 ~ ~ 1. REFER TO THE GENERAL NOTES SHEET FOR W ~ w O~ Q J
- - 895.85 896.80 899.75 • LacArloNS. 900.82 100-CB 15-CB . ; 899.75 ; 899.40 ( \ , ' ~ ADDITIONAL GRADING AND DRAINAGE NOTES. I C7 ~ li 900.40
895 116-CB ~ p m , 899,40 HP 895.45 8 65-CB 2. REFERENCE SURVEY SHEETS FOR BENCHMARK z N - - ' / - LOCATIONS. ~ w
900.24 ~ ~ I 895.39 900.40 , " ; ~ ~ ` 0 67-MH / 3. REFER TO THE EROSION AND SEDIMENTATION ~ 0 I
L I 895.61 ' 64-CB 66-CB I 900.64 899.26 900.60 I 900.34 HP ~ GROCERY I 894,50 HP 895.56 HP . I ; 898.24 ~ ~ h , 84-CB Z N p _ ~ ~ ~ ~ . ,
. ~ 900.82 I' ° ~ ~ o ~1 , , ~ g p _ ;I 894,45 63-CB ~,0 9 9J9 0'~ r a , . ; " : 83-CB ~ 75-FE
. ~ I 894.35 894,35 123-CB . .BON W_-, Y SEE DETAIL A I I 894.06 r ~ ~ _ ` ~ ~ - ' RE UIREMENTS FOR DITCHES SWALES SLOPES O 123-CB - _eow=sol.ao 890.30 77 CB Q - .
~ 900.75 E ~ Ow=906.50 w rn THS SHAT II 898.34 HP 62-CB , OW=941.8 ~ 81-CB LANDSCAPE ISLANDS, AND LAWN AREAS. d : . 901.15 HP 4. ALL PROPOSED FILL CONTOURS SHOWN ON THIS .
, Q°~ 900.20 HP - ° - ~ , w " C 900J ~I , ~p0 85-CB ` PLAN REPRESENT STRUCTURAL FILL AND SHALL _ _ ;
=sn ~ 115-DI _ P 900.2 900.61 - _ 893.17 HP • _ , 112 CB " w ~ 900.10. " 898.24 . , • aGN ' p BE CONSTRUCTED WITH SATISFACTORY MATERIAL . Q " av . 124-CB ~ 82-CB N J COMPACTED TO THE STANDARDS SET FORTH I
TC 901.00 893.05 ~ 0 900.50 901.00 P 900.5 ~ I 95.81 . ~a ti 893.00 . 85 w I 899 _ row=sos.ao _ . • 80- 88-CB CB THE GEOTECHNICAL EVALUATION REPORT
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CID BEFORE YOU DIG DATE: 01-19-10
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!2 MATCH LINE THIS SHEET MATCH LINE THIS SHEET
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20
WALMART STORM DRAINAGE NOTES REFER TO LOT #11 ONLY GENERAL NOTES NOTE TO CONTRACTOR. l• FOUNDATION SUBSURFACE PREPARATION WAL -MART
JOB 5798-DD TROUTMAN TROUTMAN NORTH CAROLINA Kimle1`-Horn BENTS ~ ~ ~ A 1
1. REFER TO THE "STORM SEWER TRENCH AND BEDDING" DETAIL ON THE "WAL-MART STORM 1. REFER TO THE GENERAL NOTES SHEET FOR ADDITIONAL GRADING AND DRAINAGE NOTES. DAM MATERIAL AND COMPACTION REQUIREMENTS DRAINAGE AND UTILITY DETAILS" sHEEr. 2. REFERENCE SURVEY SHEETS FOR BENCHMARK LOCATIONS. ARE TO BE FIELD DETERMINED BY GEOTECH ~ 1/12/10 n A oit In a ss c a es, c
2. MAXIMUM GRATE OPENING SIZE SHALL BE 1.125". ENGINEER. ALL WORK REGARDING THE DAM ~ UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND OR SPECIFICATIONS, THE LIMITS DF NC LICENSE ,~F-0102 PROVED / 1s1s souTN eouLEVARo
P I T TIN PAVED OR PEDESTRIAN AREAS SHALL USE NCDOT STANDARD GRATE 3. REFER TO THE EROSION AND SEDIMENTATION CONTROL PLANS/SITE MAPS FOR THE EMBANKMENT MUST BE MONITORED AND APPROVED ~ 3. DRO NLE S NO DETAILED CONSTRUCTION SEQUENCE AND STABILIZATION REQUIREMENTS FOR DITCHES, BY GEOTECHNICAL ENGINEER. DEPENDING UPON 840.16 AND AND MAY BE NON-TRAFFIC BEARING STRUCTURES. UPON THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH SUITE 100
ai 4. PIPES IN THE WAL-MART PARCEL SHALL BE CLASS III RCP, UNLESS COVER OVER THE SWALES, SLOPES, LANDSCAPE ISLANDS, AND LAWN AREAS. SITE CONDITIONS, IT MAY BE NECESSARY TO ADD O ADD AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES. CHARLOTTE, NORTH CAROLINA 28203 PHONE: [phone] JTI- rax: (~oa) aos-1sm
PIPE EXCEEDS THE DEPTHS SHOWN IN THE "FILL HEIGHT TABLE FOR RCP PIPE" SHOWN. IF 4. ALL PROPOSED FILL CONTOURS SHOWN ON THIS PLAN REPRESENT STRUCTURAL FILL AN IMPERVIOUS KEYWAY OR ADDITIONAL ANTI- ~ THE COVER OVER THE RCP PIPE INSTALLATIONS EXCEED THE DEPTHS SHOWN IN THE AND SHALL BE CONSTRUCTED WITH SATISFACTORY MATERIAL COMPACTED TO THE SEEP COLLARS. COLLARS TO BE SIZE BY GEOTECH. GEOTECH. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SP1), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, 0 2010
TABLE, THEN THE PIPE SHALL BE CLASS IV OR CLASS V DEPENDING ON DEPTH AND STANDARDS SET FORTH IN THE GEOTECHNICAL EVALUATION REPORT PREPARED BY STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC.
m TYPE OF INSTALLATION. IF SPECIAL DESIGNS ARE REQUIRED, CONTRACTOR SHALL SUBMIT S&ME DATED DECEMBER 3, 2007. E ENGINEERED DESIGNS PROVIDED BY THE VENDOR ALONG WITH THE REQUIRED SHOP THE SUBBASE ODES NOT EXTEND BEYOND THE LIMITS DF THE ACTUAL BUILDING AND THE APPURTENANCES.
DRAWINGS. 5. REFER TO THE UTILITY DETAIL SHEETS FOR STORM CLENOUT, CATCH BASIN PLACEMENT, ~ 5. IF DRAINAGE STRUCTURE HEIGHTS NOTED IN THE NCDOT STANDARD DETAILS ARE AND TRENCH AND BEDDING DETAILS. ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB, BASE, AND SUBBASE (IF
EXCEEDED, CONTRACTOR SHALL SUBMIT ENGINEERED DESIGNS PROVIDED BY THE VENDOR 6. LIGHT POLE BASES, AND ALL UTILITIES SHALL BE INSTALLED PRIOR TO THE SUBBASE IS REQUIRED BELOW). REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED B
FoR DEEP srRUCruRES ALONG wlrH rHE REQUIRED sHOP DRAWINGS. INSTALLATION OF RETAINING WALL FOUNDATIONS OR STRUCTURAL GEOGRID. LIGHT POLE 0 6. ALL STRUCTURES AND GRATES SHALL BE TRAFFIC BEARING AND RATED HEAVY DUTY, SLAB THICKNESS. THE 4" THICK BASE MATERIAL SHALL CONFORM TO NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTION 1010, "AGGREGATE BASE COURSE (ABC)" (SUBJECT TD CHANGE PER
o UNLESS LOCATED OUTSIDE OF THE PAVED AREA. BASES SHALL NOT BE "DRILLED" INTO THE GEOGRID. UTILIY INSTALLATION SHALL NOT a 7. REFER TO NCDOT STANDARD DETAILS FOR THE SIZES OF OF DRAINAGE STRUCTURES FOR °CUT° INTO THE GEOGRID. WALMART'S ARCHITECT) THE BASE SHALL BE PROVIDED BY THE BUILDING CONTRACTOR IN JOINT PROJECTS.
VARIOUS PIPE SIZES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENT ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR
01 8. REFER TO THE SITEWORK SPECIFICATIONS FOR OTHER REQUIREMENTS OF DRAINAGE STRCTURES. AS-BUILT REQUIREMENTS APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE
0 ~ 9. REFER TO THE "SIPHONIC BREAK CONCRETE STOM MANHOLE DETAIL" ON THE SITE USED IF APPROVED IN WRITING BY THE CEC AND AOR.
`o DETAILS. MANHOLES CAN BE PRECAST. ALSO REFER TO THE SITEWORK SPECIFICATIONS FDR GRATE sPECIFICATIONS. 1. CONTRACTOR SHALL OBTAIN A NORTH CAROLINA LICENSED LAND SURVEYOR TO EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW-GRADE STRUCTURES SHALL BE REMOVED FROM
PREPARE AN AS-BUILT SURVEY OF THE WATER AND SANITARY SEWER LINES AND ALL THE BUILDING AREA. REMOVE SURFACE VEGETATIONS, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, AND
OF THE STORMWATER MANAGEMENT FACILITIES SHOWN HEREIN (WET DETENTION PONDS). SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA. UNDERCUT SHOULD BE ANTICIPATED IN THE VICINITY OF THE EXISTING DRAINAGE FEATURES AND IN THE NORTHERN PORTION OF C ``,~,Illlil77Jp
DRAINAGE STRUCTURE SPECIFICATION TABLE 2. AS-BUILT SURVEY SHALL INCLUDE THE GRADES, CONTOURS, AND DEPTHS FOR EACH THE BUILDING PAD WHERE HIGHLY PLASTIC SOILS WERE ENCOUNTERED NEAR FINAL GRADE. e®~`,~~ CA1~®®ds~
TYPE NCDOTSTANDARDS FRAME HOOD) GRATE NOTES FACILITY TO A LEVEL OF DETAIL AT LEAST OF THE DESIGN DRAWINGS. PRDOFROLL EXPOSED SUBGRADE WITH A LOADED DUMP TRUCK OR SIMILAR PNEUMATIC TIRED VEHICLE ~ Q
"CB" 840.00, 840.01, 840.02, 840.46, 840.66 US FOUNDRY 5181 US FOUNDRY 6003 3. AS-BUILT SURUEY SHALL INCLUDE THE ELEVATIONS AND DIMENSIONS OF ALL OUTLET (MINIMUM LOADED WEIGHT OF 20 TONS). THE PROOFROLLING PROCEDURES SHOULD CONSIST OF FOUR ~ d
"DI" 840.00 840.14 840.15 840.46 840.66 US FOUNDRY 4139 US FOUNDRY 6002 SEE NOTE 3 STRUCTURES, INCLUDING, PIPE AND ORIFICE INVERTS AND DIAMETERS, WEIR ELEVATIONS AND DIMENSIONS, RISER DIMENSIONS AND ELEVATIONS, EMERGENCY SPILLWAY "MH" 840.00, 840.31, 840.32, 840.46, 840.54, 840.66 COMPLETE PASSES OF THE E%POSED AREAS, WITH TWO OF THE PASSES BEING IN A DIRECTION 4 SAL PERPENDICULAR TO THE PRECEDING ONES. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE
DIMENSIONS AND ELEVATIONS, LOCATIONS AND INVERTS FOR ALL PIPES DISCHARGING IN "FE" SEE NOTE 5 THE POND. MATERIAL. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND " °
"CS" SEE NOTE 10 SHALL MEET THE FOLLOWING REQUIREMENTS: ~ a"~~ r , m G~~.~~~m Q.
"SM" DENTED SEE NOTE 13 LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L. ~//~~"a1J"f~
BUILDING AREA, UPPER 3 FEET 12 MAX. 40 MAX. f e.l 11>>~~\ BUILDING AREA, BELOW UPPER 3 FEET 20 MAX. 50 MAX. II D 1.14•l0
BUILDING AREA, BELOW UPPER 10 FEET 30 MAX. 70 MAX
HIGHLY PLASTIC SOILS (P.I.Z3D, L.L.>_7D) SHALL BE UNDERCUT FROM THE BUILDING PAD TO PROVIDE 3 FEET PERMIT SET
STORM DRAINAGE ABBREVIATION LIST FILL HEIGHTTABLE FOR RCP PIPE ONWAL-MART "CB" = CATCH BASIN (WITH FRAME, GRATE, AND HOOD) PARCEL' OF SEPARATION FROM THE FINAL GRADE, THESE SOILS MAY NOT BE RE-USED AS STRUCTURAL FILL WITHIN
"DI" = DROP INLET (WITH FRAME AND GRATE) CLASS IV CLASS V SPECIAL DESIGN THE UPPER 10 FEET.
"MH" = JUNCTION BOX (WITH SOLID LID) DEPTH (FT) DEPTH (FT) REQUIRED (FT) SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT E%CEEDING 8 INCHES IN THICKNESS AND
"FE" = FLARED END SECTION 14 21 32 COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD PROCTOR MA%IMUM DRY DENSITY (ASTM D698)
"DS" = DOWNSPOUT (REFER TOARCH/MEP ,PLANS FOR BOOT DETAIL) REFERENCE: FILL HEIGHT TABLES FOR PRECAST AT A MOISTURE CONTENT WITHIN 3 PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM.
"CO" = STORM SEWER CLEANOUT (SEE DETAILS) CONCRETE PIPE BY THE AMERICAN CONCRETE SETTLEMENT HUBS SHALL BE INSTALLED AFTER FILL PLACEMENT. THE NUMBER AND LOCATION OF
"CS" = PONDIWETLAND CONTROL STRUCTURE (WITH ORIFICES) PIPE ASSOCIATION. TABLE BASED ON A "TYPE 3" SETTLEMENT HUBS SHALL BE AS SHOWN ON THE GRADING AND DRAINAGE PLAN OR AS DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE AT THE TIME OF CONSTRUCTION. THE HUBS SHALL CONSIST E
"SM" = SIPHONIC MANHOLE INSTALLATION PER ASTM C1479 OF A PIECE OF REBAR (MINIMUM 1-IN DIAMETER) EMBEDDED A MINIMUM OF 24-IN BELOW FINAL GRADE
*TABLE VALID FOR PIPES 48" Q~AND SMALLER AND EXTENDING A MINIMUM DF 4-IN ABOVE FINAL GRADE. THE AREA IMMEDIATELY AROUND THE HUBS SHALL BE KEPT CLEAR OF DEBRIS AND PROTECTED FROM DISTURBANCE BY CONSTRUCTION ACTIVITY USING
SURVEY STAKES AND FLAGGING.
ELEVATIONS AT THE HUBS SHOULD BE MEASURED BY A LICENSED SURVEYOR IN THE STATE OF NORTH
CAROLINA AT THE TIME DF INSTALLATION AND THREE TIMES A WEEK AFTER THAT. THE DATE OF
MEASUREMENT AND ELEVATION AT EACH HUB SHOULD BE PROVIDED BY THE SURVEYOR TO THE GEOTECHNICAL ENGINEER AFTER EACH MEASUREMENT.
BUILDING CONSTRUCTION SHALL NOT PROCEED UNTIL THE OWNER'S GEOTECHNICAL REPRESENTATIVE IS
STORM PIPE TABLE STORM PIPE TABLE STORM STRUCTURE TABLE SATISFIED THAT FOUNDATION SETTLEMENTS WILL BE WITHIN THE OWNER'S TOLERANCES OR 30 DAYS AFTER E STORM STRUCTURE TABLE FILL PLACEMENT OPERATIONS ARE COMPLETED DEPENDING ON THE BORROW MATERIAL SELECTED, WHICHEVER F
IS LONGER.
US Invert DS Invert US Invert DS Invert Rim US DS Section Length Slope US DS Section Length Slope Rim Invert Out Invert Out THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD
Elevation Elevation Material Elevation Elevation Material Structure Elevation Invert In 1(ft) Invert In 2 (ft) Invert In Node Node Size (ft) (ft/ft) Node Node Size (ft) (ft/ft) ~ Invert In 3 (ft) Structure Elevation Invert In 1(ft) Invert In 2 (ft) Invert In 3 (ft) FOOTINGS AT WALLS. (ft) (ft) rn
(ft) (ft) (ft) (ft) (ft) (ft) z
1-SM 130-MH 897.00 896.70 24inch RCP 30 0.010 69-CB 67-MH 892.53 892.16 24inch RCP 37 0.010 1-FE 868.00 66-CB 899.50 890.37 67-MH 890.17 THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK 0 ( ) SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE W
2-CB 43-MH 872.65 868.43 54inch RCP 64 0.066 70-MH 69-CB 893.41 892.73 24inch RCP 68 0.010 1-SM 900.85 897.00 67-MH 899.89 892.16 (69-CB) 894.02 (68-CB) 891.96 PRECEDENCE OVER THE WAL-MART SPECIFICATIONS, REFER TO THE SPECIFICATIONS FDR SPECIFIC w
2-SM 129-CB 897.00 895.10 24inch RCP 95 0.020 71-DI 70-MH 894.23 893.61 24inch RCP 77 0.008 2-CB 883.57 872.65 (3-CB) 68-CB 898.60 894.20 INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WA5 TAKEN FROM A GEDTECHNICAL ~ 872.65 REPORT PREPARED BY S&ME, INC., DATED JANUARY 12. 2D10, (GEOTECHNICAL REPORT IS FDR INFORMATION
3-CB 125-CB 873.31 873.05 54inch RCP 52 0.005 72-DI 71-DI 895.00 894.43 15inch RCP 50 0.011 2-SM 900.30 897.00 69-CB 899.50 892.73 (70-MH) 892.53 ONLY AND IS NDT A CONSTRUCTION SPECIFICATION).
3-SM 113-MH 897.00 896.07 24inch RCP 31 0.030 73-CB 71-DI 895.56 894.43 15 inch RCP 148 0.008 3-CB 881.68 873.31(4-CB) G W 873.31 70-MH 900.25 893.61(71-DI) 893.41 ~
4-CB 3-CB 873.47 873.31 54inch RCP 26 0.006 74-DI 73-CB 896.20 895.76 15inch RCP 87 0.005 3-SM 900.65 SITE SUBSURFACE PREPARATION WAL -MART p 897.00 71-DI 902.75 894.43 (72-DI) 894.43 (73-CB) 894.23 JOB 5198-00, TROUTMAN, TRDUTMAN, NORTH CAROLINA
4-SM 93-CB 897.00 895.30 24inch RCP 17 0.100 76-MH 75-FE 875.32 875.00 36inch RCP 44 0.007 4-CB 881.50 873.57 (8-CB) 873.47 72-DI 899.50 895.00 1/12/1D
5-CB 7-CB 876.70 876.48 15inch RCP 24 0.009 77-CB 76-MH 875.68 875.32 30inch RCP 72 0.005 4-SM 900.30 73-CB 901.80 895.76 74-DI 895.56 z 897.00 ( )
6-CB 5-CB 877.13 876.90 15 i nch RCP 22 0.010 78-CB 77-CB 876.22 875.94 24inch RCP 54 0.005 5-CB 881.50 876.90 (6-CB) UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF 876.70 74-DI 900.70 896.20 THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE OUTSIDE THE
7-CB 3-CB 876.28 0.00 15inch RCP 39 22.469 79-DI 78-CB 878.50 876.97 15inch RCP 52 0.029 6-CB 881.68 877.13 75-FE 879.00 N/A BUILDING AND APPURTENANCES COVERED IN THE FOUNDATION SUBSURFACE PREPARATION FORM. I+
8-CB 4-CB 873.82 873.57 48inch RCP 23 0.011 80-CB 77-CB 879.30 876.44 18 inch RCP 115 0.025 7-CB 881.68 876.48 (5-CB) V $76,2$ 76-MH 883.60 875.32 (77-CB) 875.32 E%ISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW-GRADE STRUCTURES SHALL BE REMOVED FROM
9-CB 8-CB 876.20 874.02 48inch RCP 211 0.010 81-CB 80-CB 880.65 880.10 18 inch RCP 55 0.010 8-CB 881.68 874.02 (9-CB) THE AREAS TD BE DEVELOPED. REMOVE SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS, ORGANIC 873,82 77-CB 880.47 876.44 (80-CB) 875.94 (78-CB) 875.68 MATERIAL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA. UNDERCUT SHOULD
10-CB 9-CB 882.50 882.14 15inch RCP 36 0.010 82-CB 81-CB 881.90 880.85 15inch RCP 37 0.028 9-CB 887.80 876.40(11-CB) 882.14(10-CB) 78-CB 880.47 876.97 79-DI 876.22 BE ANTICIPATED IN THE VICINITY OF THE DRAINAGE FEATURES. H
876.20 ( )
11-CB 9-CB 877.35 876.40 48inch RCP 89 0.011 83-CB 82-CB 883.92 882.10 15inch RCP 51 0.036 10-CB 887.80 882.50 79-DI 882.70 878.50 A FRENCH DRAIN CONSISTING OF A PERFORATED PVC PIPE SURROUNDED BY WASHED STONE WRAPPED IN NON-WOVEN FILTER FABRIC SHOULD BE INSTALLED IN THE DRAINAGE FEATURES AND SHOULD DRAIN BY W
12-CB 11-CB 885.00 884.63 15 i nch RCP 39 0.009 84-CB 83-CB 885.18 884.54 15 inch RCP 21 0.030 11-CB 890.05 877.55 (13-CB) 884.63 (12-CB) 877.35 80-CB 883.95 879.50 (86-CB) 880.10 (81-CB) 879.30 GRAVITY TO THE SOUTHERN PORTION OF THE 51TE. I + V
13-CB 11-CB 878.59 877.55 48inch RCP 97 0.011 85-CB 83-CB 884.65 884.54 15inch RCP 21 0.005 12-CB 890.10 885.00 81-CB 884.86 880.85 (82-CB) 880.65 PROOFRDLL E%POSED SUBGRADE WITH A LOADED DUMP TRUCK OR 51MILAR PNEUMATIC TIRED VEHICLE r.
14-CB 13-CB 879.09 878.79 48inch RCP 40 0.008 86-CB 80-CB 882.10 879.50 15 inch RCP 110 0.024 13-CB 892.11 878.79 (14-CB) 883.05 (61-CB) 878,59 82-CB 886.63 882.10 (83-CB) 881.90 (MINIMUM LOADED WEIGHT OF 20 TONS). THE PROOFROLLING PROCEDURES SHOULD CONSIST OF FOUR ' J
15-CB 14-CB 880.25 879.39 48inch RCP 118 0.007 87-CB 124-CB 887.45 886.62 15inch RCP 166 0.005 14C6 892.90 879.39(15-CB) 879.09 83-CB 889.10 884.54 (84-CB) 884.54 (85-CB) 883.92 COMPLETE PASSES DF THE EXPOSED AREAS, WITH TWO OF THE PASSES BEING IN A DIRECTION ~ N PERPENDICULAR TO THE PRECEDING ONES. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE O
16-CB 15-CB 890.95 890.58 15inch RCP 37 0.010 88-CB 89-CB 888.15 888.04 15inch RCP 23 0.005 15-CB 895.40 883.54(17-CB) 890.58(16-CB) 880.25 84C6 890.20 885.18 MATERIAL. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND V Z W
17-CB 15-CB 884.99 883.54 48inch RCP 203 0.007 89-CB 87-CB 887.84 887.65 15inch RCP 37 0.005 16-CB 895.45 890.95 85-CB 889.37 884.65 SHALL MEET THE FOLLOWING REQUIREMENTS: ~ ~ J
18-CB 17-CB 892.40 892.03 15 i nch RCP 37 0.010 91-MH 90-FE 862.24 862.00 36inch 0-RING 50 0.005 17-CB 899.34 885.19 (20-CB) 892.03 (18-CB) - I (7 J ) 884.99 86 CB 886.79 882.10 LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L. ~ -
19-CB 18-CB 892.77 892.60 15inch RCP 34 0.005 93-CB 91-MH 895.10 894.38 24inch RCP 72 0.010 18-CB 899.30 892.60(19-CB) 87-CB 892.34 887.65 89-CB 887.45 DEVELOPED AREA, BELOW UPPER 4 FEET 20 MAX. 50 MAX. Z N 892.40 ( ) DEVELOPED AREA, UPPER 4 FEET 30 MAX. 70 MAX. 0 W
20-CB 17-CB 886.12 885.19 48inch RCP 132 0.007 94-MH 133-MH 882.88 881.68 36inch RCP 210 0.006 19-CB 899.50 892.77 88-CB 891.40 888.15 ~ 0
21-CB 20-CB 888.81 886.95 36inch RCP 93 0.020 95-CB 94-MH 891.00 889.78 15 inch RCP 122 0.010 20-CB 902.00 886.95 (21-CB) 886.32 (46-CB) _ UNDERCUT SHOULD BE ANTICIPATED IN AREAS WHERE HIGHLY PLASTIC SOILS (P.I.Z30, L.L.Z70} WERE Z N 0 886.12 89-CB 892.34 888.04 (88 CB) 887.84 ENCOUNTERED WITHIN 3 FEET OF FINAL GRADE. THESE SOILS MAY NOT BE RE-USED AS STRUCTURAL FILL ~ ~ g
22-CB 21-CB 899.60 899.05 15 i nch RCP 37 0.015 96-CB 94-MH 883.96 883.08 24inch RCP 164 0.005 21-CB 904.00 889.01(30-CB) 898.1(23-CB) 899.05 (2~ 899.05 (22-CB) 888.81 90-FE 865.00 862.00 WITHIN THE UPPER 10 FEET. O
23-CB 21-CB 904.62 898.10 30inch RCP 284 0.023 97-CB 96-CB 884.40 884.16 18inch RCP 47 0.005 22-CB 904.30 899.60 91-MH 899.57 881.33 (133-CB) 894.38 (93-CB) 862.24 SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT E%CEEDING 8 INCHES IN THICKNESS AND li
24-CB 23-CB 907.50 906.01 15 i nch RCP 99 0.015 98-CB 97-CB 885.00 884.60 15 inch RCP 80 0.005 23-CB 914.65 910.15 (26-YI) 904.82 (27-CB) 906.01(2
25-CB 24-CB 912.10 911.59 15 i nch RCP 39 0.013 99-CB 94-MH 883.48 883.08 30 inch RCP 40 0.010 24C6 916.75 911.59 (25-CB) 906.01(24-CB) 904.62 93-CB 899.75 895.30 (4-SM) 895.10 COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR MA%IMUM DRY DENSITY (ASTM D696) AT A MOISTURE CONTENT WITHIN 3 PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM.
26-YI 23-CB 910.70 910.15 12inch HDPE(Smaoth) 55 0.010 100-CB 99-CB 889.60 888.46 30inch RCP 122 0.009 25-CB 916.75 907.50 94-MH 896.07 883.08 (96-CB) 883.08 (99-CB) 889.78 (95-CB) 882.88 SETTLEMENT HUBS SHALL BE INSTALLED AFTER FILL PLACEMENT. THE NUMBER AND LOCATION OF
912.10 95-CB 895.40 891.00 ~ SETTLEMENT HUBS SHALL BE AS SHOWN ON THE GRADING AND DRAINAGE PLAN OR AS DETERMINED BY
27-CB 23-CB 906.30 904.82 30 i nch RCP 74 0.020 101-CB 100-CB 890.58 889.80 24inch RCP 70 0.011 26-YI 913.80 910.70 96-CB 891.70 884.16 (97-CB) 883.96 THE OWNER'S GEOTECHNICAL REPRESENTATIVE AT THE TIME DF CONSTRUCTION. THE HUBS SHALL CONSIST z Q
28-CB 27-CB 909.37 908.69 30 i nch RCP 34 0.020 102-CB 101-CB 890.85 890.78 15 inch RCP 7 0.010 27-CB 914.45 908.69 (28-CB) 906.30 97-CB 890.70 884.60 (98-CB) 884.40 OF A PIECE DF REBAR (MINIMUM 1-IN DIAMETER) EMBEDDED A MINIMUM DF 24-IN BELOW FINAL GRADE w AND EXTENDING A MINIMUM OF 4-IN ABOVE FINAL GRADE. THE AREA IMMEDIATELY AROUND THE HUBS U Z
29-DI 28-CB 911.00 909.57 30inch RCP 75 0.019 103-CB 102-CB 891.75 891.05 15inch RCP 76 0.009 28-CB 914.50 909.57(29-DI) 909.37 98-CB 889.69 885.00 SHALL BE KEPT CLEAR OF DEBRIS AND PROTECTED FROM DISTURBANCE BY CONSTRUCTION ACTIVITY USING
30-CB 21-CB 889.45 889.01 36inch RCP 87 0.005 104-CB 101-CB 893.60 891.31 15 inch RCP 99 0.023 29-DI 916.00 99-CB 895.65 888.46 100-CB 883.48 SURVEY STAKES AND FLAGGING. 911.00 ( )
31-YI 30-CB 894.84 894.32 15 i nch RCP 103 0.005 105-CB 101-CB 891.35 890.78 15 inch RCP 57 0.010 30-CB 904.53 889.65 (36-CB) 894.32 (31-YI) I 889.45 100-CB 895.45 889.8 (101-CB) 889.60 ELEVATIONS AT THE HUBS SHOULD BE MEASURED BY A LICENSED SURVEYOR IN THE STATE OF NORTH
32-DI 31-YI 895.19 895.04 15 i nch RCP 29 0.005 106-CB 105-CB 891.61 891.55 15 inch RCP 7 0.009 31-YI 905.60 895.04 (32-DI) 101-CB 895.80 891.31 104-CB 890.78 102-CB 890.78 105-CB 890.58 CAROLINA AT THE TIME OF INSTALLATION AND THREE TIMES A WEEK AFTER THAT. THE DATE OF 894.84 ( ) ( ) ( ) MEASUREMENT AND ELEVATION AT EACH HUB SHOULD BE PROVIDED BY THE SURVEYOR TO THE
33-MH 32-DI 895.74 895.39 15 i nch RCP 70 0.005 107-CB 106-CB 893.03 891.81 15 inch RCP 116 0.011 32-DI 905.25 895.39 (33-MH) 895.19 102-CB 895.85 891.05(103-CB) 890.85 GEOTECHNICAL ENGINEER AFTER EACH MEASUREMENT.
34-CB 33-MH 896.67 895.94 15 i nch RCP 146 0.005 108-CB 107-CB 893.30 893.23 15 inch RCP 14 0.005 33-MH 905.12 895.94 (34-CB) 895.74 103-CB 896.20 891.75 PAVING SHALL NOT PROCEED UNTIL THE OWNER'S GEOTECHNICAL REPRESENTATIVE IS SATISFIED THAT K
35-YI 34-CB 899.30 899.13 12 i nch HDPE (Smooth) 19 0.009 110-MH 109-FE 862.26 862.00 30 inch 0-RING 52 0.005 34C6 902.60 899.13 (35-YI) 896.67 104-CB 898.25 893.60 SETTLEMENTS WILL BE WITHIN THE OWNER'S TOLERANCES OR 30 DAYS AFTER FILL PLACEMENT OPERATIONS W
36-CB 30-CB 895.05 889.65 36inch RCP 281 0.019 111-MH 110-MH 876.45 871.70 30inch RCP 95 0.050 35-YI 902.76 105-CB 896.25 891.55 106-CB 891.35 ARE COMPLETED DEPENDING ON THE BORROW MATERIAL SELECTED, WHICHEVER IS LONGER. 899.30 ( ) Q
37-YI 36-CB 899.20 897.00 12 i nch HDPE (Smooth) 93 0.024 112-CB 111-MH 884.15 882.50 30 inch RCP 33 0.050 36-CB 901.50 896.25 (38-CB) 895.25 (39-CB) 897.00(3; THE PARKING LOT SHALL BE STABILIZED WITH LIME IMMEDITATLEY PRIOR TO PLACEMENT DF AGGREGATE Z 897.00(37-YI) 895.05 106-CB 896.25 891.81(107-CB) 891.61 BASE COURSE. UTILITY INSTALLATION SHALL BE COMPLETE PRIOR TO LIME STABLI7ATION. LIME STABILIZED W ~ ~ r
38-CB 36-CB 896.58 896.25 15 i nch RCP 33 0.010 113-MH 112-CB 894.56 894.22 18 inch RCP 58 0.006 37-YI 902.43 ~ ggg 20 107-CB 898.04 893.23 (108-CB) 893.03 SUBGRADES SHALL PROVIDE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 58 PSI. LABORATORY ~ W m
39-CB 36-CB 900.44 895.25 18inch RCP 90 0.058 114-CB 113-MH 895.20 894.76 18inch RCP 49 0.009 38-CB 899.83 TESTING AND A DETAILED MIX DESIGN SHALL BE PREFORMED TO DETERMINE A DESIGN VALUE FDR PERCENT °o {
40-CB 39-CB 901.51 900.64 18inch RCP 87 0.010 115-DI 112-CB 887.04 886.79 30inch RCP 50 0.005 39-CB 904.80 900.64(40-CB) 896.58 108-CB 898.04 893.30 LIME FOR USE WITH THE ON-SITE HIGH-PLASTICITY SILTS AND CLAYS MH CH . ROTARY MIXERS SHOULD ~ N O0 ( } ~ z i N 109-FE 865.00 862.00 BE USED TO ENSURE THOROUGH MIXING OF THE LIME, SOIL, AND WATER. EITHER DRY HYDRATED LIME OR ~ , W V
41-DI 40-CB 902.00 901.71 18inch RCP 29 0.010 116-CB 115-DI 887.67 887.24 30inch RCP 85 0.005 40-CB 907.10 901.71(41-DI) g~'~ LIME SLURRY CAN BE USED. z ~ ~ ~ Z
901.51 110-MH 879.00 871.70(111-MH) 862.26 Q ~ c c7 0 - THIS SITE SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN ~ F ~ Z to Z G
42-CB 120-CB 897.25 895.85 15 i nch RCP 42 0.033 117-CB 116-CB 888.69 887.87 30 inch RCP 164 0.005 41-CB 906.20 902.00 111-MH 895.00 882.50(112-CB) 876.45 0 o Q CASE OF CONFLICT,INFORMATIDN COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE y ~ { W ~
43-MH 1-FE 868.23 868.00 54inch 0-RING 46 0.005 118-CB 117-CB 889.25 888.89 30inch RCP 72 0.005 42-CB 901.50 897 25 112-CB 899.85 886.79 (115-DI) 894.22 (113-MH) 884.15 WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN Z , THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY S&ME, Q D ~ V ~ =0
46-CB 20-CB 886.51 886.32 36inch RCP 37 0.005 119-CB 129-CB 890.46 889.89 30 inch RCP 114 0.005 43-DI 876.50 868.43 (2-CB) 868.23 113-MH 900.30 896.07 (114-CB) 894.76 (3-SM) 894.56 INC., DATED JANUARY 12. 2010 (GEOTECHNICAL REPORT 15 FOR INFORMATION ONLY AND IS NOT A ~ ~ N ~ F
47-CB 46-CB 891.89 891.67 36inch RCP 44 0.005 120-CB 119-CB 892.93 890.56 24inch RCP 225 0.011 46-CB 902.40 891.67 (47-CB) 886.51 114-CB 899.75 895.20 CONSTRUCTION SPECIFICATION). ~
48-DI 47-CB 892.70 891.88 24inch RCP 41 0.020 121-CB 120-CB 893.87 893.13 24inch RCP 74 0.010 47-CB 903.80 891.88 (48-DI) 892.01(49-CB) 891.89 115-DI 899.85 887.24(116-CB) 887.04 ~ w
49-CB 47-CB 892.61 892.01 36inch RCP 119 0.005 122-CB 121-CB 895.01 894.07 24inch RCP 94 0.010 48-DI 903.00 116-CB 900.00 887.87(117-CB) 887.67 0 J 892.70
50-CB 49-CB 893.84 893.73 15 i nch RCP 21 0.005 123-CB 62-CB 885.48 884.57 18 inch RCP 182 0.005 49-CB 901.00 893.73 (50-CB) 892.81(51-CB) 117-CB 899.73 888.89(118-CB) 888.69 ~ 892.61
51-CB 49-CB 893.38 892.81 30 i nch RCP 113 0.005 124-CB 123-CB 886.42 885.68 15 inch RCP 148 0.005 50-CB 901.00 118-CB 899.00 889.45119-CB 889.25 F 893.84 ( )
52-CB 51-CB 899.73 898.97 18 i nch RCP 76 0.010 125-CB 2-CB 873.05 872.65 54inch RCP 72 0.006 51-CB 903.95 893.58 (55-CB) 898.97 (52-CB) 893.38 119-CB 898.10 890.56(120-CB) 890.46 M
53-CB 52-CB 900.14 899.93 18 i nch RCP 21 0.010 126-CB 125-CB 877.68 876.94 15 inch RCP 37 0.020 52-CB 905.25 899.93 (53-CB) 899 73 120-CB 900.10 895.85 (121-CB) 893.13 (42-CB) 892.93
54-DI 53-CB 900.50 900.34 18 i nch RCP 11 0.015 127-CB 2-CB 878.93 878.19 15 inch RCP 37 0.020 53-CB 905.25 900.34 (54-DI) 121-CB 899.65 894.07(122-CB) 893.87 ° 900.14 ~
55-CB 51-CB 893.96 893.58 24 inch RCP 48 0.008 129-CB 118-CB 889.79 889.45 30 inch RCP 67 0.005 54-DI 904.65 122-CB 899.65 895.21 (131-CB) 895.01 900.50
56-CB 55-CB 896.80 896.22 24 inch RCP 52 0.011 130-MH 131-CB 896.50 895.59 24 inch RCP 91 0.010 55-CB 904.05 896.22 (56-CB) 893.96 123-FE 901.05 885.68 (124-CB) 885.48
D 57-CB 56-CB 897.15 897.00 24 inch RCP 21 0.007 131-CB 122-CB 895.39 895.21 24 inch RCP 18 0.010 56 CB 905.69 897.00 (57 CB)
a 58-DI 57-CB 897.56 897.35 24 inch RCP 29 0.007 132-MH 133-MH 895.35 893.27 24 inch RCP 205 0.010 896.80 124-MH 898.50 886.62 (87-CB) 886.42
J 57-CB 905.69 897.35 (58-DI) a 59-CB 58-DI 898.24 897.76 15 inch RCP 68 0.007 133-MH 91-MH 881.48 881.33 36 inch RCP 29 0.005 897.15 125-MH 882.35 873.05 (3-CB) 876.94 (126-CB) 873.05 Q
58-DI 905.96 897.76 (59-CB) a 60-CB 59-CB 898.61 898.44 15 inch RCP 26 0.007 59-CB 906.05 898.44 (60-CB) 897.56 126-CB 882.28 877.68 z 127-CB 884.10 878.93 N Q
Z a 61-CB 13-CB 883.49 883.05 24 inch RCP 37 0.012 HW-1 HW-2 852.58 851.48 84 inch RCP 126 0.009 60 CB 906.05 898.24
0 898.61 129-CB 899.30 889.89 (119-CB) 895.10 (2-SM) 889.79 (n
0 62-CB 61-CB 884.57 883.69 24 inch RCP 86 0.010 61 CB 892.45 883.69 (62 CB) a 63-CB 62-CB 888.30 887.91 24 inch RCP 38 0.010 * CLASS IV RCP 883.49 130-MH 900.55 896.7(1-SM) 896.50 W
62-CB 896.71 887.91 (63-CB) 884.57 (123-CB) 0 64-CB 63-CB 888.82 888.50 24 inch RCP 32 0.010 **DUETODEPTH,PIPEANDUPSTREAMSTRUCTUREREQUIRESPECIALDESIGN 884.57 131-CB 901.00 895.59 (130-MH) 895.39 J U)
0 63-CB 896.71 888.50 (64-CB) 888.30 132-MH 900.65 895.35 co W
65-CB 64-CB 892.40 892.07 15 inch RCP 33 0.010 64C6 896.80 892.07 (65-CB) 889.02 (66-CB) Q 888.82 133-MH 899.85 893.27 (132-MH) 881.68 (94-MH) 881.48
66-CB 64-CB 890.17 889.02 24 inch RCP 108 0.011 CB =CATCH BASIN (WITH FRAME, GRATE, AND HOOD) PER NCDOTSTD 804.01/02 65-CB 897.00 892.40 z
67-MH 66-CB 891.96 890.37 24 inch RCP 132 0.012 RCP = REINFORCED CONCRETE PIPE HW-1 865.00 853.70 /W
d 68-CB 67-MH 894.20 894.02 15 inch RCP 36 0.005 HDPE (Smooth) = HIGH DENISTY POLYETHYLENE PIPE WITH SMOOTH INTERIOR V HW-2 882.00 852.60 V 0
DI = DROP INLET (WITH FRAME AND GRATE) PER NCDOTSTD 840.15/16 Qz
o MH =JUNCTION BOX (WITH SOLID LID) PER NCDOTSTD 840.31/54 z - _ Q
FE= FLARED END SECTION d Q Q
d YI =YARD INLET
U d 0-RING RCP =0-RING WATERTIGHT GASKETED CLASS III RCP rn V
C 3 0
C C
0 E
3 0 P p
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O N w vJ J H
d C H
O a DESIGNED BY: BRRITCM
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m DRAWN BY: TCM
N O CHECKED BY: MAE
L U
O N Q DATE: 01-19-10
00 PROJECT#: 018426001
O 1
W D J
W N
U C-1 5
Y
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 12 13 14 15 16 17 18 17 18 19 20
/ ® ~
~ LOT #3 ~ ® ~
i ~ ~ i Kiml -H rn A e o
~ ~ ~ ~ 15.0' BUILDING ~ 15.0' BUILDING ~ 66.0 PUBLIC ROW and Associates Inc
•N I V I~ SETBACK ~ SETBACK ~I NC LICENSE ,~F-0102
d r r~ ~ ~ i d i; I I 1919 SOUTH BOULEVARD
V ~ 1.0' 6.5' PLANTER 6.5' PLANTER 1.0' ~ CHARLOT~E, NORTH CAROLINA 28203 PHONE: [phone]
~ I O 10' 10.0' FAx: [phone] I ' ~ ~ ~ ~ I C 1010
LOT #4 UTILITY a 5 12 12 12 5 a UTILITY ~ ~ ~ I EASEMENT EASEMENT I
m ~ ~
s: ~ D~ F' I I ORIGINAL ~ ~ ORIGINAL
. ~ ~ LOT #7 I GROUND I I GROUND B
~ I 3• ~ ~ ~ pX Mq I I • ~ M x ~ ~
o I I o ~ ~ I ~ T 1 C1 1 T C1 2% 2~ 2~ 2~ 2~ 2%
N I ~ I I 0
I I I ~ ~ : ~ 3. ORIGINAL ~P ~ 1 M ORIGINAL
I _J I I~ ' ~ OIL O N S N 0 hL0 qX GROUND ELECO ocAS S cnso OELEC GROUND
~ I O i~ 7 2.0'
e e e e e e e e e e e e° e e e e III sroRM 1 1 1 1
SEWER STORM WATERMAIN
` I~ 1 MM J 4.IJ c., SEWER C 4l~~~~ ~~,e' SANITARY SEWER NEAR CENTER OF STREET CA~® ®sp
' I J r W (NOT CLOSER THAN 5' FROM FACE OF GUTTER) ~~m'~SSI A~.~''%
~ I NOTE. ~ ~k Q a DRIVE BAND CTYPICAL SECTION m UNDER GROUND UTILITIES OTHER THAN WATER, SEWER AND STORM SAL
~/~~/i L.f_ i t HORIZONTAL SCALE: NT5 DRAINS TO BE OUTSIDE R/W LINES UNLESS OTHERWISE APPROVED
~ r ° ~Gf ~^1~~: m 44~
LOT #1 I f~ ~?~~7 ~
a LOT #5 ~ LOT #8 N p ~.t4•lo
PAVEMENT SCHEDULE
~ ~ o N PERMIT SET
M ~ ~ Ci PROP. 2~ BITUMINOUS CONCRETE SURFACE COURSE -TYPE S9.56

15±D0... _ _ _ 16+DD 17+OD iB+00 19+OD 20+00 ~ 21+00
1Ak00 ~ ~2 D1 PR P p IT I R T I T R IAT R- TYP 11 0. 3 B UM NOUS CONC E E N E MED E COU SE E 9.OC
i DRIVE C "`~-~-_~2~ _ 00 ~
~r ~ PROP, 5 BITUMINOUS CONCRETE BASE COURSE -TYPE 625.OC ~ Ei „
X ~ _f ~ h OR 10 COMPACTED AGGREGATE BASE COURSE E
~ ' J ~0 ~ ?~~o ~ ~ X VARIABLE DEPTH BITUMINOUS CONCRETE BASE COURSE -TYPE B25.OC ~ ° ti E2
k ~ OR VARIABLE DEPTH COMPACTED AGGREGATE BASE COURSE
I ~ ~ ~ M
I ~ Ri 2 -6 CONCRETE CURB AND GUTTER ?4~ o~
X... L. 0~
R, R- V o ~ R2 1 6 CONCRETE CURB AND GUTTER
i LOT #11 k°° G F LOT #12 C
~ti p f
J / 0.~ A ~ ~s R3 5 MONOLITHIC CONCRETE ISLAND (KEYED IN ~ ) o0
I / i~
I S 4 CONCRETE SIDEWALK \ rn
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~O / ~ ~ ? o N T EARTH MATERIAL _
~X Ro w
' ~ D:
p4 I ~ t I / ~ ~~i
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I 5 / 1 S _ _ 1 ~ ~ 2~~o a ~ ~ o 0
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II is ~ ~ ~ o ~ ~ z
` ~ Ir " A 1 15
~ ~ LINE TABLE ~ ,
DRIVE R ADUVAY PLA C LINE LENGTH BEARING V
HORIZONTAL SCALE: 1" = 60' L1 297.01 S28'54'29"E L2 522.37 S14'32'52"W J
L3 324.44 S44'31'52"W H n
935 = + L4 292.88 S75'27'05"E v/
PVI ELEV = 91414 L5 101.47 S54'10'25"E W
L6 128.72 S70'58'55"E V
K = 45.00 L7 326.71 N7D'D4'10"E L8 525.76 S61'30 48 W w {
930 135.0 ' VC L9 102.20 S63'40~56"W ' J r
PVI STA 12+ 1,54 U ao
P - 47 O ~ N CURVE TABLE ~ z
A.D. 3,00 y w CURVE LENGTH RADIUS TANGENT CHORD DIRECTION W ~ J
925 rn K = 45.00 C1 191.89 253.00 100.82 187.32 '1 '4 " ~ ~ J N07 0 9 W ~ _
135, 0' UC C2 366.32 700.00 187.46 362.15 N29'32'22"E z W
rn C3 92.84 250.00 46.96 92.31 N64'48'45"W ~ W I• _ ~
w U Z N O
m n ~ ~ ~
920 ~ ~ + ~ O
O
N O
~~;p ~ ~ E ISTING GRAD ALO G I• J
- - - - - W > ~ RO D CE TERLI E o 915 - - _ + - - - ~
z Q
1 w J
~ U ~ U ,~O > U
910 > _ + = 21+00
~ o PVI ELEV = 889 50 f = 889.50
PRO OSED RADE } ' - ' =-•5 -
~ K = 5.00 ALONG ROAD ~ 905 5.00 OW P INT S A = 3+75 = K
P OPOS D 15~ RCP ~ 96.5 VC q ~ vc W PVI ELEV 878. 4
S ORM EWER ~ ~ ~ _ N
I VERT; 906.6 z ~ f OD z K = 5.00 ,
~ ~ ~ f 1 W° ° ~
900 12 C909-CL S5 20 ~ v N ~o c
+ rn PVC WA ERMAI PRO OSED 6" PVC ?•OQ, ~ 0 00 ~ Z COO NN 00
w ~ SANITARY EWER LINE wzNU ~ z u^1D:~z
\ ~ > ~ I INVE T; 9 .45 > m + ~ I~ ~ Q 0 y o (7 p z + ~ ~ N ^ L ~ o zoQQ
895 ~ - - - ' ~ N W~1W~
PR POSED S" P C ~ - , ~ ' w + N ~ Z D!r~F
E w U > N N 0 ~U~O Q w cii to w ~ ~ p U) O F
I VERT: 895.8 ' C NTRA TORT INST LL ~ ~ U U N
890 20' SECTION PROPOSE 15" ~ ~ ~ w w r ~ ~ m W
T T P P STORM SEWER CEN ERER A E ~ ~ ~ O J ~ ° ~
CROSS NG IN1~RT; 892,63'
5T0 M SE R ANIT RY SE ER LINE q,\ ~
\ ~ M
885 ' U ~ W
p O
0!
SANI ARY S WER LINE „ \ ~ la 1
N P OPOS D 24 RCP W
880 INVER : 885.27 J o I VERT: 883.7 '
a
° z a
z \ PRO OSED z
J a 875 a N / Q
r / PVC WATE MAIN
3 ° a \ z~
0 w Q
t 870 \ 84" RCP CULV RT / J LJJ
rn z 0 W
1
rn PO ED 15 RCP
TORM SEWER 0
865 U NVERT 868.91' LLJ
3 / Q J
° 0 I1 1 /
m c ~0
860 m \ DRAI AGE REA= 115 A RES
0 W DESI N FR QUEN Y= 25 YEAR I-Z
\ J
0 E DESIGN HW ELEV TION= 860.3
0 855 ~ YR P Z _DW 0
T I 100YR HW LEVA ION= 61.21'
00 ELEV TIONS HOWN ELEVATIONS SHOWN 0 R OVE TOPPI G FREQUENC = 10 + L;j J
a~ GRADE GRADE OVE TOPPI G DIS HARG = 96 .79 C S
0 850 OVE TOPPI G ELE ATION= 88215'
a FGNED ; BRRITCM
'o m _O O n N ^ O O O O O O O O O O O O O O O H ~ o rn rn o ~ ~ ~ TCM
a~ t0 L M O n -ul M N O m 00 n co N --d- M N O O I 0 O O O '7; O O O O O O) O) O) O) O O) 00 0 C n N M N N N N M ~ E~n ~ co 00 00 00 00 00 00 00 00 00 ao co ; MAE
> 01 Q) O (n CA Cn O Cn CD 00 00 00 00 00 00 00 00 00 00 00 0 L co 00 00 00 co co co co 00 00 00 00 Q 01-19-10
U
04 N 00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 I+00 22+00 23+00 24+00 25+00 26+00 27+00 N(5
0 18426001
W P
° DRIVE C ROADWAY PROFILE- CALC-1 6
HORIZONTAL SCALE: 1" = 60' U
Y VERTICAL SCALE: 1" = 6'
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION ND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 12 13 14 15 16 17 18 17 18 19 20
Kiml -H rn A e o
~ ~ ~ ~ ~ and Associates Inc
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+ + 0~ N r HIGH POINT ELEV = 920.12 ~ M ~
HIGH PgNT STA = 2+45.48 00 PVI STA = 2+33.88 + o
915 ~ ~ PVI ELEV = 924.60 ~ + 0 o z
CO U A,D. _ -2.98 PVl STA = 5+25 ~ 930 = P = 17 1 ~ ~
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PVI ELEV = 894,16 ~ I / .D. = 8.96 ~ A.D. - 3,00 K = 4 .00 M • ~ 34,43 6 VC X - J ~ W~ o~ ~ ~ H n
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2 ~ ~ PVI EL V = 87 .43
A.D = 7.0 \ K 1.00 910 - Q PVC TERM IN
AIR ELEAS VALE ~ ~ ~ 11 .70 V ELEVA IONS HOWN LEVA IONS HOWN d PRO OSED 15
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880 DRIVER ADWAY PR FILE LEXUS
HORIZONTAL SCALE: 1" = 60' K
VERTICAL SCALE: 1" = 6' W
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o LINE TABLE Cl PROP. 2" BITUMINOUS CONCRETE SURFACE COURSE - TYPE S9.5B (NOT CLOSER THAN 5 FROM FACE OF GUTTER) NOTE: STOP Q
LINE LENGTH BEARING DRIVE B AND C TYPICAL SECTION J UNDER GROUND UTILITIES OTHER THAN WATER, SEWER AND STORM CALL 1800 632.4949 N.C. LLONE-CALL CENTER
Z L1 297.01 S28°54'29"E O L2 522.37 s1 4°32'52"W D1 PROP. 3" BITUMINOUS CONCRETE INTERMEDIATE COURSE - TYPE 119.OC HORIZONTAL SCALE: NTS DRAINS TO BE OUTSIDE R W LINES UNLESS OTHERWISE APPROVED IT'S THE LAW ~ W
L3 324.44 S44'31'52"W
N L4 292.88 S75°27'05"E „ Q VJ
L5 101.47 s5410'25"E El PROP. 5 BITUMINOUS CONCRETE BASE COURSE - TYPE B25.OC m 0 3~ 1
L6 128.72 S70°58'55"E OR 10" COMPACTED AGGREGATE BASE COURSE Q LLJ
L7 326.71 N70'04'10"E L8 525.76 S61 *30'48"W E2 VARIABLE DEPTH BITUMINOUS CONCRETE BASE COURSE - TYPE B25.OC EX 60 ROW Q J_
° L9 102.20 S63°40'56"W OR VARIABLE DEPTH COMPACTED AGGREGATE BASE COURSE
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o CURVE LENGTH RADIUS TANGENT CHORD DIRECTION ORIGINAL 2.5 W ORIGINAL TRAVEL TRAVEL TRAVEL TRAVEL ORIGINAL
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ORIGINAL ORIGINAL CHECKED BY; S~WG G GR
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Y C-1 LEXUS DRIVE TYPICAL SECTION DATE: 01-19
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION ND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20

METERS AND BACKFLOW PREVENTION NOTES ~ ~ ~ ~ SANITARYSEWERCLEANOUTTABLE I NOTES
CONTRACTOR SHALL PROVIDE AN ABOVE GRADE INSULATED WATTS BOX, HOT BOX, Rim Elev. Invert Len th ~ ' \ / ' ~ 1, SEE GENERAL NOTES SHEET AND UTILITY DETAILS SHEET FOR ADDITIONAL
R APPROVED E UAL WITH 120V SINGLE PHASE UL LISTED HEATER PER THE g ~~t UTILITY NOTES AND DETAILS.
O O CO (ft) Elev (ft) (ft) Slape ~ MANUFACTURER DESIGN. MANUFACTURER SUPPLIED HEATERS SHALL BE CAPABLE ~ OF PLUGGING INTO A GFI RECEPTACLE INSIDE THE HOT BOX, 1 902.70 898.00 75.00 1.00% r~ ~e UTILITY LEGEND 2. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR Kimle1`-Horn A 1 15 z15 RECEIVING PIT TO BEGINNING CONSTRUCTION.
' 3. ALL WATER AND SEWER MAINS, LATERALS AND APPURTENANCES SHALL BE n A olt In
'N ABOVE GROUND ENCLOSURES SHALL HAVE A LOCKABLE ACCESS HATCH (SMALLER 2 906.30 900.66 45.90 1.00% ~ ENCLOSURES SHALL BE LOCKABLE IF NOT LARGE ENOUGH FOR AN ACCESS / ~ ~ TESTED IN ACCORDANCE WITH TOWN OF TROUTMAN SPECIFICATIONS. ~ SS C a eS, C ~°0 4, ALL PVC WATER MAINS GRATER THAN 2" DIA. SHALL BE C-909 200 PSI Nc ucEN TM ~F-o~oz ~ ( ~ ~ 9 9 SOU BOULEVARD
HATCH . 3 904.30 897.55 40.66 1.00% _ / ~ fo E E PROPOSED ELECTRIC PRESSURE RATING. CHARLOTTE, NORTH CAROLINA 28203
4 905.50 898.85 48.92 1.00% ~ 12" 45' BEND ' HOT BOX HEATER CONDUITS FROM THE BUILDING SHALL BE STUBBED UP INSIDE 5 905.40 898.79 42.50 1.00% / ° 5. WATER LINES SMALLER THAN 1 SHALL BE EITHER COPPER TUBE TYPE "L" PHONE: [phone]
o THE HOT BOX WITH 20 AMP GFI DUPLICATE RECEPTACLES IN EACH HOT BOX. / ' 130 LF OF 12" DIP PIPE IN 20" CASING. (SOFTY PER ANSI 816.22 OR PVC, 200 P,S.I„ PER ASTM D1784 AND D2241, FAX: [phone] ~ PROPOSED GAS 6. MINIMUM TRENCH WIDTH SHALL BE 2 FEET, ~c zo~a
RECEPTACLES SHALL BE PLACED IN A LOCATION WITHIN THREE FEET OF THE / W~ ' MANUFACTURER SUPPLIED HEATER AND LOCATED IN A CLEAR LOCATION NOT TO 6 903.10 897.56 42.07 1.00% / ~ CONTRACTOR SHALL BORE AND JACK BENEATH 7. CONTRACTOR 15 RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR EXISTING ROADWAY AND CONNECT TO EXISTING 16" CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES.
m IMPEDE ACCESS OR MAINTENANCE TO THE BFP• 7 899.05 890.27 89.08 1.00% / ~ WATERMAIN WITH 16"x12" MECHANICAL JOINT SSA PROPOSED SANITARY THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30
E ° / / ~ N BFP = BACKFLOW PREVENTER / ~ / MUELLER H-615 TAPPING SLEEVE AND VALVE OR DAYS PRIOR TO STORE POSSESSION.
b DDCV =DOUBLE DETECTOR CHECK VALVE (W/ 3/4" METER) \ hod APPROVED EQUAL, g rs PROPOSED TAMPER SWITCH
i DCV = DOUBLE CHECK VALVE °b / ~ / ~ ~ ° o RPZ =REDUCED PRESSURE , 15x30 BORE PIT UTILITY LEGEND
o / a SEE UTILITY NOTES THIS PAGE FOR ADDITIONAL BFP REQUIREMENTS, ti . T T PROPOSED TELEPHONE q 6" PVC SANITARY SEWER LATERAL AT MINIMUM 1,0% SLOPE.
~ /
01 THE TOWN SHALL PROVIDE AND INSTALL ALL METERS AT OWNER'S EXPENSE. ~ w~~~~ PROPOSED DOMESTIC WATER B GAS ENTRY WITH GAS METER, CONTRACTOR RESPONSIBLE FOR INSTALLING
~ ALL METERS AND DETECTORS GAUGES TO BE READ IN US GALLONS. ~ / P PIPE BOLLARD PROTECTION AT METER, CONTRACTOR SHALL COORDINATE WITH GAS COMPANY FOR TYING OF INDIVIDUAL METER,
' ALL CONDUITS TO HAVE PULL STRING INSTALLED, OR APPROPRIATE THICKNESS TO ''o ~ ~ FW~""C~~ PROPOSED FIRE WATER CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH
,g~ ~ ' PULL THE SPECIFIED WIRES SHOWN ON THE ARCH EP PLANS. , ~ o C GAS COMPANY REGARDING THE SIZE AND INSTALLATION OF GAS
' f / SERVICE LINE, ~ ~ IR PROPOSED IRRIGATION 1" PVC CONDUIT FOR TAMPER SWITCH, C ~~,llllllil~~>p
` ~ ~11V s~ ? i~ V / ~ ~ / ~ D e®r`~~ CAR®®os. PROPOSED LOCATION OF TRANSFORMER PAD. CONTRACTOR TO VERIFY ~e ~ . • „
~ , ~ P ~ 0/ ~ EXACT LOCATION AND SIZE WITH POWER COMPANY PRIOR TO INSTALLATION. c~ 6~s/®"o ST PROPOSED STORM E CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD. n ~
~ ~ ! x1-1 4 IT T ~ ~ / 3 / CONDU S 0 ~ ~ r J CONDUIT AND PIPE BOLLARDS AS REQUIRED BY THE ELECTRIC COMPANY, ~ + ~
IRRIGATION CONTROLLER ~ ~ ' ' } / f` ' ~ V / CONTRACTOR SHALL COORDINATE SAID WORK WITH THE ELECTRIC COMPANY, $ AL
~ R 2 IRRIGATION WATER ~ r ~ ~ ~ ~ / n ~ PROPOSED 12"x12"x6" TEE. 12" GATE VALVE, 6" GATE VALVE. UNDERGROUND TELEPHONE FROM POLE TO BUILDING TO BE EXTENDED BY r, " L) / ^ o~ F TELEPHONE COMPANY, a ~ ~.a°
ENTRY d` ' { ~ / / ~ l f " i ~ v> ~i 12 PVC FIRE LINE. T T I R I T R I AT TH THE TELEPHONE n°
/ ~ ~ V CON RAC ORS ESPONS BLE 0 C00 D N E tM ~~i~~'a~~ ~ ° G COMPANY FOR THE INSTALLATION OF UNDERGROUND TELEPHONE / .e. ~ v\ \
o ~ dQ J P S 1 WATER LINE TO YARD d° ~ _ ~ / / / ~ ~ ~ LINES. CONTRACTOR SHALL COORDINATE THE TYING ~~llfllllll>>~\ / ~J 4 PVC DOMESTIC WATERLINE.
HYDRANT o° / ~/;~i"~ / / AA' 1 OF INDIVIDUAL METERS WITH THE ELECTRIC COMPANY, CONTRACTOR TO D 1.1410 ~ \ " COORDINATE WITH TELEPHONE COMPANY TO INSURE PROPER
r r r r / o r ~ / r ~ ~ / \ X 16 DUCTILE IRON PIPE ANSI/AWWA C151/A21,51 INSTALLATION OF UNDERGROUND LINES.
r r / ~ ~ PERMIT SET ~ CONTRACTOR TO TIE NEW i6" WATERMAIN TO EXISTING i6" WATERMAIN. 3" DOMESTIC WATERLINE ENTRY, 2" METER LOCATED AT THE TAP,
? r` ` 12"x12"x12" TEE r r r / ~ / MAKE CONNECTION SUCH THAT THERE IS ONE CONTINUOUS RUN OF H p I F I rA I A Y ~ ~ ,r Y CONTRACTOR SHALL BE RES ONS BLE OR NS LL NG N ~ \ ~ 16"PIPE. APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW
? ° ~ d / ' ~ ~ / ? ` d t ~ / ? J / / \ ~ }o TI ITY A T PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY BE REQUIRED.
? SEE GRADING AND ~ / ? d : / / / Z 30 U L E SEMEN . CONTRACTOR TO COORDINATE WITH THE TOWN OF TROUTMAN.
? d DRAINAGE PLAN FOR ~ / ` ~ ? / ~ ~ ~ _ i~ 10' UTILITY EASEMENT, 8" FIRE ENTRY, CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY ~ / ~ APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED T0,
DETAIL D ' ? STORM DRAIN e I ? / ? INFORI~ATION.(TYP) ~ , ? / ~ ~ A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION DEVICE, IN SERIES
IRRIGATION UTILITY ENTRY ~ ~ ? ? / ~ gg 2" BLOW OFF, WITH A CHECK VALVE, GATE VALVES, ETC., MEETING WATER COMPANY ~ / SPEgFICATIONS. E
SCALE: 1 =20 ? ~ ~ ? ? ~ ~ 8" PVC SANITARY SEWER LATERAL AT MINIMUM 1,00 SLOPE. ~ ~ / CC "
COORDINATE WITH ARCHITECTURAL PLANS. ~ PROPOSED FIRE HYDRANT AND ASSEMBLY INCLUDING 6 GATE VALVE AND TEE, ~ o~ TYPICAL AS INDICATED. (SEE DETAIL SHEET,)
LOT #10 ? ; ~ ; , LO• ? ~ LOT #4 ~ f pp IRRIGATION CONTROLLER
? ~ ~ ~ Z ~ ~ EE ? ? / \ \ ~ K REMOTE GARDEN CENTER UTILITIES PIPE BOLLARD. (SEE DETAIL SHEET,) ~ ELECTRIC AND TELEPHONE UTILITIES WITHIN ROW AND UTILITY
~ ~ EE ~ \ EASEMENT (BY OTHERS). REFER TO UTILITY RESPONSIBILITY MATRIX
~ ? ~ ? / ? ? FOUND ON SHEET C-1, ~ ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE ~ Y ~ "H-20" LOAD RATED. THE TYPICAL PULL BOX SIZE WILL BE 17" X 30" X 28" "QUAZITE"
~ \ r ? / ,t FF GAS UTILItt WITHIN ROW AND UTILITY EASEMENT (BY OTHERS). REFER PG17306A28 BOX WITH PG1730HH00 LID, OR APPROVED EQUAL. DEEPER BOXES MAY BE TO UTILItt RESPONSIBILITY MATRIX FOUND ON SHEET C-1, REQUIRED WHEN THE CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE PULL
< BB ? ? ? / ? ? ? ~ LOT #9 ? / ? ? 7 BOX SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATION WITH A CONCRETE
LINED Q ~ ~ - ~ ? v / ? ? ? rI, REMOVE EXISTING FIRE HYDRANT COLLAR AND A MINIMUM OF 8" OF GRAVEL COMPACTED PER PROJECT SPECIFICATIONS. F Q ~ o, GG
I I ~ ~ ? / ~ ~ ,,oj ~ ~ M ONE 3 CONDUIT SHALL BE GARCON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT OR
M 5 ? v I 12 x12 z8 TEE ~ ? "x "x " T ` ~ SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ~ 866 EE Q'
? 12" 11,25' BEND I ~ R ? Q \ ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH ~ CO-4 \ SHALL BE 24", INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED rn
? ? I ~ , ? LOT #8 ? ~ i ~ ~ CABLE" WORDING 12" ABOVE CONDUIT, z ~ q ~ ~ o
~ ~ - ~ - ~ / ~ ~ ` ONE 2" CONDUIT SHALL BE GARCON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT OR W
I 12" 90' BEND ' / ~ I ~ 12"x12"z6" TEE 8 11.25' BEND I PROPOSED I < d ~ i 0 " " ~ ~ o ` ~ N SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ~ ~ ~ ~ ~ \ ~ ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH ~
R TAI I A SEE DETAIL "A" TAI E N NG W LL ~ % _ I SEE DE L C ~ ? , REFERENCE RW PHIS SHEET , - I I THIS SHEET ' ~ ~ 12" 11.25' BEND ~ ~ o~ ~ ~ ~ ~ SHALL BE 24", INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED
SHEETS THIS SET ~ , ~ N I _ ( 8' 22.5' BEND ~ ~ ' ' ~ ± CABLE" WORDING, 12" ABOVE CONDUIT, THE 2" LP CAMERA CONDUIT SHALL BE ~ N BB \ SEPARATE FROM THE 480 VAC LIGHT FIXTURE POWER BY A DIVIDER PLACED IN THE g w
~ ~ D< ~ I I ~ " " " 8"x8"z6" TEE i I I CO-1 s 12 z12 z8 TEE ~ ~ ~ F ~ LIGHT POLE BASE JUNCTION BOXES. Q
I I I I; I A v 4~ T J I I ~ TI ITY A T \ " ~ ~ Sg , q U L E SEMEN \ ~ 2 DOMESTIC WATERLINE ENTRY, CONTRACTOR SHALL BE RESPONSIBLE
K I I MH-19 w' BB A ~ y - WIDTH VARIES IN \ ~ G FOR INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH ~ MH-11 CO-5 THIS AREA \ ~ ~
I " ~ ~ I Z w- ~ ~ ~i (2) 12 45 BENDS i Q LINE D ~ Q LINE C i I C ~R ~ ' ~ ~ \ ~ 'S• AS BACKFLOW PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY 0 i ~ ~ / ~ BE REQUIRED. CONTRACTOR TO COORDINATE WITH THE TOWN OF Z
_ _ _ _ . . - - . - I I sT~--- ~ ~ ~ - - - - - - - _ ~ - - - - = s p , s_ ~ ~ ~ TROUTMAN. y LOT #3 y ,5 p /
~ I ~ - _ _ CO-3 ~ G ALL CHANGES IN DIRECTION OF THE CONDUIT SHALL UTILIZE STANDARD SWEEPS WITH A
-T -T .E _ SS S SS SS SS I E E rs _ ~f I ~ _ _ _ _ _ _ _ _ _ _ ~ _ _ ~ ~ v ~ f MINIMUM BENDING RADIUS LISTED IN THE NEC. NO MORE THAN 2 90-DEGREE BENDS / ~ ( ~ / / WILL BE ALLOWED BETWEEN PULLING POINTS, OR A TOTAL OF 180 DEGREES COMBINED
II ~T °K- . ~ \ / ~j IN SEVERAL BENDS, PULL BOXES SHALL BE LOCATED EVERY 400 FEET UNLESS THE
I G F U SEE DETAIL "D" , > ° - - ~ / COMBWED rOTAL OF BENDS REQUIRE ADDITIONAL BOXES. p' ~ \ ''o
_ ~ THIS SHEET " MH 18 MH-14 ~ I I , n ~~~~~I CO-6 I I 12 90 BEND 8 22.5' BEND I ~=~~~--~i I Z \ ` \ / d~ T ~ H ~w~ CO-6 / f~ No Es• / 1, IF USING A PULL BOX TO CHANGE DIRECTION THE MINIMUM BOX SIZE SHALL BE Y/ \ \ /
2 4" 45' BENDS I I L ~ I I - - - -I - ~ 3 ~ SEE GRADING AI SEE GRADING AND \ \ / 48"X 48"X 24" PRE-CAST CONCRETE WITH SEPARATE MANHOLE LID AND COLLAR, IIiI
I I I ' 12" 11.25' BEND I I DRAINAGE PLAN I DRAINAGE PLAN FOR / / \ / AUTOMATIC AIR RELEASE VALVE SHALL BE CRISPIN PRESSURE AIR
~ _ _ _ a I ~ I " " I - STORM DRAIN I ~ SEE DETAIL B ~ INFORMATION (T STORM DRAIN / ~'o P VALVES, MODEL P20, WITH A VACUUM CHECK UNIT, VAC-MATIC, MODEL \ ~ INFORMATION (TYP) ~ \ / X VM-45, WITH A VACUUM CHECK UNIT OR EQUAL AS APPROVED BY w
I GARDEN I _ol THIS SHEET I I SPECIAL BID NOTES , 0 / THE UTILITIES DIRECTOR, ' J
I CENTER \ ~ \ / / U N \ / ~ Q 8" PVC SDR 35 SANITARY SEWER LINE O
CONTRACTOR SHALL PLAN TO PROVIDE J I II p TEMPORARY WATER, ELECTRIC AND ~ N I I I LO 1 / / ~ Z
I ~ J ~ ~ I TELEPHONE SERVICE TO THE BUILDING PAD I ' LOT #7 \ 12 PVC WATERMAIN C909-CLASS 200 ~ w ~ o R STANDARD DEPTH OF COVER TO BE 42 INCHES EXCEPT AT VALVE OR ICI Q J
I I I I FOR BUILDING CONSTRUCTION. 3 , I ~ J \ HYDRANT LOCATIONS OR OTHER SPECIAL SITUATIONS. ~ _
I ~ I I I \ Z N \v / S 6" PVC WATERMAIN C909-CLASS 200 ~ w
W I I I { UTILITY ENTRY POINTS MAY BE REVISED R I / ~ - ~
WHEN THE ARCH/MEP PLANS ARE READY I / ~ N 0 / ~ T 8" PVC WATERMAIN C909-CLASS 200 ~ ~ 0
I FOR BID. A REVISED SET OF CIVIL I ~ I I " FF I MH-t3 / ~ ~ / O
I I I 4 11.25' , DRAWINGS WILL BE INCORPORATED AT M L ~ (C BEND THAT TIME. ~ I I I / / _ ~~yt
I sc 5 I ~ d / " I 16 GATE VALVE
I ~m~ I I I B GENERAL 3 ~ I I I / f~
I " S MH-10 I 12 11,25' MERCHANDISE I N I I I . / i6"x16"z8" TEE / 4 r J
BEND sc I ' I I ' ' ~ ~ ~ ~ 16"x16"x12" TEE
I _ _ LINE B I ~ I ---ti ~ ~ ~ ~ . Z 0 w
I 11-13-2009 INVE =891,00 I G A Q I EE ~ /r 8" GATE VALVE J Z ~ 15'X15' RECEIVING PIT ~
J I N SEE GRADING AND ,
o G F CO-11 DRAINAGE PLAN FOR ~ B" TAPPING SLEEVE AND VALVE ~ ~ i ~ 16"GATE VALVE
I STORM DRNN I Q Q ~ INFORMATION (iYP) ~ ~ 80 LF 12" DIP INSIDE 20" ? ? ~
MH-12 ' < N I LOT #5 I N co CASING. CONTRACTOR SHALL ~ .OT #5 ~ \ \ o ~ BORE AND JACK BENEATH \ ~ ~
TRUCK SUPERCENTER #5798 00 U ~ EXISTING ROADWAY \ ' ~ f~
C-150-SGR-NO I II DOCK ~ ~ / ~ ~ ~ \ K ~ 15X30 BORE PIi \ ~ i6"GATE VALVE
APPROXIMATELY 147,785 SQ. FT. I I . . II / a - ~ W
4" H FFE 901.00 I I A sa ~ ~ / / B N
BEND ~ CONTRACTOR SHALL REFER TO ARCHITECTURAL ~ I PLANS FOR EXACT LOCATION AND DIMENSIONS OF / / Z r ~ / / ~ \ 1o PLUG wlrH , W o o r
" " " E VESTIBULE, SLOPED PAVING; EXIT PORCHES, ~ " " " ~ / R / " 2 BLOW-OFF ~,r1. ~ / 12 GATE VALVE , O O ~ / ~ ' ~ W co
PROP, 12 x12 x12 RAMPS, AND TRUCK DOORS, PRECISE BUILDING I ' - I 12 x12 x12 TEE
TEE AND G.V• DIMENSIONS AND EXACT UTILITY ENTRANCE m J N 1 1 ~ LOCATIONS. N s. ( ~ ~ / LOT#2 ~ ~ ~ Z coONN ,1 ~ 15X30 BORE PIi y, ~ f~ z ~ / / i -h ~ W
. I, ~ I U _ 12" 22.5' ~ ~ ~ W ~ i ,r v> ~ '(r~~, ~ ~ r. ~ ~ U \ Q (7 ~
' I ~ BEND I ~ I~ i - i;in - ~ ~ /~j, y5 ~ ~ ' w pfAZZ ~R ~ ~ / / ~ L ~ ~ Z ~ G
GROCERY ~ , I I~ I - I ~ I o - - --~h0 ~ EE ~A ~ ~ s o w o Q ~ ~ ~ ~ ~ / / \ MH-24 \ y ~ ~ w ~
~ I PROPOSED 11,25' / ~ / Z , ~ P ~ ~ ? ~ BEND / A 62 LF OF B" DIP IN 18" STEEL A Q o ~ ~ ~ 0
I 3 I U S SS SS ? / V~\ ~ / \ \ ~ o~ SS ~ ~ ~ / ~ ~ - / ' / CASING. CONTRACTOR SHALL BORE ~ p F
LOT #11 - MH-sue ~ \ rn > / \ ` I x ~ ` , ~ 5 ~ / AND JACK BENEATH EXISTING \ MH-6 ~ ~ Y F ~ 5s F ~ ~ : / / \ ROADWAY AND CONNECT TO \ x
I 12" 90' BEND N MH-7 - - e ~ PROPOSED 22.50' \ ! , ~ ~ ~ i ~ / \ EXISTING SANITARY SEWER LINE \ ~ w
I I GREASE INTERCEPTOR - I ~ y KU~; r-~ ' ~ . BEND p / ~ , . _ -KU `5,. ~ ~ ~
(REF, ARCHITECTURAL _ ' ~ ` ~ ~ _ _ _ _ _ _ _ _ _ I ~ ~ \ DOGHOUSE MH-23
I PLANS) vi ~ - - I ~ - - ~ ~ ~ ,,f ss ' / 15X15 RECEIVING PIT
I ~ J 55 ~ _ ~ I ~ MH 9 LINE A Q MH-8 I I I FF ss ss ~ / \ ~ ~ / \ M
I 3 I sS ~ I I ~ MH 5 ~
SS- N SS SS SS I / ~ ~ ~
I e ~ sT _ r_ I•, v I
30d 3Ud I I ' ? LOT #6 i
M, MH-2 1
I INVERT=891.00 - - a
R / 2 to
12 90 BEND
- - .00,
II I N 100,
Ii - - po
i I I g LOT #1 #1 2 ABOVE GROUND REDUCED /
PRESSURE ZONE (RPZ)
L J / Z BACKFLOW PREVENTOR
H ~ \ I-
w \ ~ 41% 1" DOMESTIC METER
I I POE- ? \ KERR BRANCH \,,,-PROPOSED I » a 2 90' BEND `G~, 2" DOMESTIC LINE
? STREAM CENTERLINE '"O RETAINING WALL I r~ REFERENCE RW I W 6 x6 x2 TEE
" BEND ? I 2 90 „ ' END W
3 ? ? -Poe SHEETS THIS SET I R 4"x4°x2 T EE J E
1 IRRIGATION METER
MATCH LINE THIS SHEET 1 12" 90 BEND ~ v, ° " 6 ABOVE GROUND REDUCED ~ 4 DOMESTIC LINE 6" FIRE LINE ~
\ I „ „ „ ° PRESSURE ZONE (RPZ) BACKFLOW / MH-1 3 WILKINS 975 ABOVE GROUND
~ I 12 x12 x4 TEE PREVENTOR 'a \ `a REDUCED PRESSURE ZONE (RPZ) /
/ f 2 DOMESTIC BACKFLOW PREVENTOR W DETAIL C - METERS AND - 2
/ f \ f METER I HEATED ENCLOSURE BACKFLOW PREVENTION DETAIL
2" IRRIGATION LINE 1"=20' I SCALE:
/ \ r o IRRIGATION CONTROLLER \ W \ 12,, ABOVE GRO ND REDUCED - / \ L;j
o r 1. \ Z PRESSURE ZONE (RPZ)
\ r 10 WILKINS 375ADA ABOVE ~ f BEFORE YOU DIG BACKFLOW PREVENTOR IN
GROUND REDUCED PRESSURE I ~_I J I HEATED ENCLOSURE ~V - ~ i S TO P DESIGNED BY:
ZONE (RPZ) BACKFLOW BRRITCM 2 90 BEND 2 90 BEND
PREVENTOR IN HEATED - 1 ? \ J CALL 1 800 632-4949 DRAWN BY: TCM 1 DOMESTIC METER N.C.ONE-CALL CENTER
ENCLOSURE iR LOT #12 J \ / „ „ „ 1 III irs THE LAW CHECKED BY: MAE
t M / R !R -~R R ~ » 6x6 x2 TEE 6 ABOVE GROUND ABOVE GROUND
U PDE N 11 A DATE: RAPHIC SCALE T 01-19-10 REDUCED PRESSURE UCED PRESSURE UTILITY EASEMENT m ZONE (RPZ) BACKFLOW I ZONE (RPZ) BACKFLOW
so 0 30 60 120 240 PROJECT; 018426001
I o PLUG / H 12 FIRE LINE 0 12" PLUG BL \ PREVENTOR PREVENTOR
w I SEE DETAIL SHEET DETAIL A - METERS AND BACKFL JD BACKFLOW PREVENTION DETAIL DETAIL B - METERS AND BACKFL0W PREVENTION DETAIL
N 1 SCALE: 1"=20' SCALE: 1"=20' ( IN FEET
U 1 inch = 60 ft. C-1 8
y MATCH LINE THIS SHEET
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

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F t, I N~~ 3SIaNb'H~2~~W W r / I ~ ~ DD-1 4 e~ S J r
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n z Q o ~ ~o PIP : INVER ; " 195.52' \ N p ~
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~ II ~ ~ AS, EL CTRIC, \ O J
I ° li a t~ ~ 30" STORM PIPE:
N N N ~ N Z? ~ N~ N~ ~ 4.11 ~ SECTIO OF DI CENTE Ai Q 25 " ~ IN RT: 883,19 48 S ORM PI E: PIPE C OSSING \
aao ~ _ 0 0 ~ o ° ~ ° ~ , ~ ~ GAS LINE " g ~ M
+ ~ r ~ m r + oo r „ 18 STORM PIPE; 1.6~ 1.61 " ~ ~ \ 0 w
o~II~ ~ ~z~ ~ III IN RT; 80.36 II p N II II-O ~ II p- " 1~496~
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a DESIGNED BY; gRRITCM
50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 m 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 DRAWN BY: TCM
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U DATE: 01-19-10
O N 00 D] STOP
O CALL 1800 632-4949 N.C. PROJECT#: 018426001 ONE-CALL CENTER
1 W ITS THE LAW
° SANITARY SEWER PR FILE A J W A
HORIZONTAL SCALE: 1" = 60'
Y VERTICAL SCALE: 1" = 6' C-1 9
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION ND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 12 13 14 15 16 17 18 17 18 19 20
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MH-4 , I ° I ~ ako~ ~ o o ~ ~ r 6 N7521'09"W 272.29' ~ N7 ~ ~ 52 0
LT - 0 #6 _ I~ I n N N 2 35 28"W 181,84'- 1 m ~ ~ 0 MH- + ~ I ~ ~ , MH-8 - o
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I J
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915
N O
N I
0 I• J
° 910 ~m N ° N M ~
° 01 DJ 00 In O ~ ~ N 01 p~ N O~ N ~ II Z O
aoN II II ~u>p ~ + ~ r r W
II z~ or z~ I II m o rnllrn III II-O OF~> ~ Z 00
I Q I ~ ? 905 ~~M to
Mr7 ~O O d0 00 00 O
24 STO M PIPE: m~~ m ooom~oo oom +N°~0~ II II
INVERT: 896.43 mop II Ilo Nrn~ rn??O N~oDO
900 ~ II II N II II K
N
P OPOSED GRADE 00 P P RA Z r 0 OSE G DE W O O r
PROP 1?"-W TERL4N 895 ~
T/P ELEV. 896.9 900 v rn 12" IRE WAR ~ ~ ..r
~ ~1 Z coONN 1 T/P LEV=B 6.61 ~ ~ z N V
_L 2 t ~ 47.7 ~ ~ \ \ ~ 8°PV 1. ~ z v1~~Z
0, 0 ~ Q y o(70
890 24 STORK PIPE: L ~ it Z N Z G IN RT: 89 .18 I RT~ o w ~ Q ~ VE 96.86 Z ~ r W F
0.60% e"PVC p , _ W ~ 0~>>
Q o ~ ~o ~ o ~ of
W / v J 0.60% 8 P C N
2 r ~ EXIS ING GR DE 885 4' ~ ~ 890 81. ~ w
A ~ O J
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1 lIL 1
875 880
3
L' U i W J i
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a 870 N W
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865 870 0~
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m c J
855 m 150+00 151+00 152+00
0
0 E SANITARY SEWER PR FILE E - J
850 0 HORIZONTAL SCALE: 1" = 60' P -
VERTICAL SCALE: 1 = 6
p M co co O M 00 N c) C14 O w J
U) 00 00 Obi M 00 00 00 0000 00 C) M m 00 00 00 00 00 00 00 00 00 00 00 H H
0
a DESIGNED BY: BRRITCM
71+00 72+00 73+00 74+00 75+00 m DRAWN BY: TCM
o! U) 0 CHECKED BY: MAE
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U DATE: 01-19-10
O N 00 00 ST P
O CALL 1800 632-4949 N.C. PROJECT#: 018426001 ONE CALL CENTEIS THE LAW
1 W
° SANITARY SEWER PR FILE A J W
HORIZONTAL SCALE: 1" = 60'
Y VERTICAL SCALE: 1" = 6' C-20
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION ND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 12 13 14 15 16 17 18 17 18 19 20
Kiml -H rn A e o
'N V C and Associates Inc NC LICENSE ,~F-0102 ~ 1919 SOUTH BOULEVARD
d d SU11E 100
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LOT #11 I o'~~ I I r- oo x \ ~ ~ cP ~ ~ s LOT#9
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I I m jy~ ~ I I - ~~S LOT#8 I-
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X ~ . z 0
+ s D 2"E 163.50' s ~ o , LOT#10 -
' 21+00 22+00 14' 162.58' 23+00 N09135=, •s ~ -41+i10 ~ , . ri. , , N14'32'40"E 137.42 N 3252E s~ SS~- ~ SS SS ~~SS- 3 WER LINE "B" ~ MH-14 " i= ~ Q 'o ~ i w
ITARY SE -g5•~~ss~ss...__ o SAN 1 S74 39 22 E 212.43 + ~ , SANITARY SEWER LINE"D"° o LOT#3 ~
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LOT #1 w LOT #6 I ~ ~ ~ I D ~ /
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~ m HORIZONTAL SCALE: 1 = 6D Z HORIZONTAL SCALE: 1" = 60' ~
Q r W
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= E ISTING RARE ° ~ ~ _ ~ > > > > ~ ~ z z o = Q ~ ~ ~ + ~ - - - - I ¢ ~ ~ ~ ~ GAS LINE ~ u~i z z 915 o d EXISTIN GRAD u~ rn ~z / + r~ ~ ~
~ ~ ~ N oo II o AS LINE _ ~ _ _ _ PR POSED GRAI PR POSED GRADE ~ - - ~ rn ~ II / in o II ~ o ° O = / O p~ O
~ Z ~ ~ ~ i O1 CONDUITS: LECOM ,
905 wN M °D II i 1 ~ _ ~ - z iELCOMi & ELECTRI o + .cow i 1~ ~v1~ _ II ~ M o / - + co ao ~ ~ II rn
N N N ~ z ~ / I / PROP 1 " 905 ° _N _o / i W ~ ~ ~ O 910 ~r~ozz ~ i Z
o~ co I ¢ / II rn-- O _ (nom' Z /
o ~ II II ~ ~ cn ? ? 1 / T ELEV. - 901.0 N z z o ~ i/ ELEV. = 900. 1 ~ - - ~ _
900 I - - i Q GAS LINE
z_zz ~ ~ 900 GAS INE PROPO D GRA E „
1 0.29' .60' g' .60% 8° VC 905 I.2 i/P ELEV. 902.13
5• "PVC INVERT, 99.02 8 J PROPO ED GRA E ~
895 ~ _ , , 70.32 0.60% K
15" ST RM PIPE: 15" ST M PIPE: 895 2~ 24 TORM IPE: IN T; 893.56 8" pVC 18" STORM W
I .76 INVER 892.22 900 I RT P P • 1, 7 " Pv VE E. 90 3 % ~
63.51 p 1 ~ 00 15 $TOR : ~j 1 Z r
a" Pvc 89 ~ " 15" TORM PIPE: IN Ri; 8 3.80 W° ° r a 00
24 STORM PIPE: INVERT: 2,24 16 ,56 890 „ v N CO TRACT R TO I STALL 2 , Q% $ P C ~ p yr .6 Z ~ ~ N~
V C NTRAC OR i0 I STALL 32' 895 PI R I 8" PVC ~ z , N ao E C OS NG 0% ~ U) V
1. 6 ° S CT10N F DIP ENTERE AT ~ I~ ri ~ O z ~Z 30.00 ~ ~ y c(7Oz
13 ,42' PI E CRO SING ~ rn ~ ~ ~ ~ ~
88 36" STORM IPE: L ~ o ZoQQ
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RY EWER PR FILE C ANITA S S )FILE C
880 HORIZONTAL SCALE: 1" = 60' w ~ x
N ~ ~ ~ ~ o rn ~ ~ ~ ao rn ~ VERTICAL SCALE: 1" = 6' O J
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20+00 21+00 22+00 23+00 24+00 25+00 26+00 rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn M
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RY EWER PR FILE B ANITA S S 30+00 31+00 32+00 33+00 34+00 35+00 36+00 W 0
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HORIZONTAL SCALE: 1" = 60' la 1
VERTICAL SCALE: 1" = 6' LE D SANITARY SEWER PRIOR
HORIZONTAL SCALE: 1" = 60'
3 a VERTICAL SCALE: 1" = 6'
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION ND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20
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~ d"' ~ i # i ~ ~ ~ Maintained Foatcandle levels of grade.
0,0 0,0 0,0 0,0 O C J b,0 0,0 0,0 0,0 0,0 l f10,0 0,0 u D,u u0 0,0 0,0 ~ u 0,0 0,0 u C O (AD O.u ~ ~ 0,0 &O ' I 2 0,0 0,0 1 0,0 0,0 ~ 0,0 C 0,0
/ ¢ s Calculation Summary
{ e° ao o,o o,o D,o ao a o,o D,o ao o,o ~ o,o ^ ~ o D,o ao 0,0 0,o D,o ao D,o ao 0,0 0,o D,o ~ ao ^ a o,o D,o ~ ~ D,o o,o ~ ~ o,D I T ni in Kiml -H rn Label Cac ype U is Avg Mox M Avg/Min Max/Min q e ~,o o:o o,o ao
_ I - ° FRONT DRIVE SUMMARY Illuminance Fc 9.35 12.3 6.3 1.48 1.95 and Associates Inc
•N r+°x r 0 MAIN LOT SUMMARY Illuminance Fc 4.87 13.3 1.9 2.56 7.00 NC LICENSE ~-0102 ~ C L:J ~ 0,0 D.o 0.. 1919 SOUTH BOULEVARD
o,o ao o~ o o,o o,D o,o o,o o,D o-~'' o,g~~ ~o o,o o,o o,o ~,o o,o ~~,o o,o o,o o,o o,o o,o o,o o,a o,o ~n o,o o,o D. o o,o ~ ~ ~ ~ SUITE 100 CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone]
o,o o,0 0 0,0 0,0 0,o ao o,o o,D 1 f o,o ao o,o o,o n o ' o,o o,o o,o o,o o,o o,o o,o o,o ~ D,o ~ o o,o o. o.o o n < ~ o ~ o.o n,o ~ n-0 0,0 0:0 D.0 0,0 FAX: [phone] Luminoire Schedule 0 zoo
~ 1 Symbol Qty Label Arrangement Total Lumens LLF Description Total Watts
m o,o ao 3'0,~ ~ .o o,o ao o,o o~D ~ o,o ao o,o o~o ~o,o o~o ~ ao o,o o,o ` ~ ~ o,o o,o o,o o,o o,o o,o o,o o.o o_ o,o , - f- o,o o - o,o o,o a _ o _ ~ o:o o, o:o ao o:o o,o [].op gV 5 BV D180 240000 0.750 GFR-540-1000-PSMV-F 32' POLE 3' BASE 2160
~ \ ~ ~ ~ BV-3HSS 5 BV-3HSS ROTATED 2 IN 90 240000 0.750 GFR-540-1000-PSMV-F-3HSS 32~ POLE 3' BASE 2160
ao o,o D,o ~ ao ao o,o D,c ~ ao o,o D,o ao ao ao o,o D,o ~'o,o ~ ~,o`~ o,o o,o o,o c ~ o,o o,o o ~ o,o o. o,o o,o o,0 0 0,0 ~ o, 1 0,0 0:0 o,a o,o a:o a? CU 1 CV SINGLE 120000 0.750 GFR-540-1000-PSMV-F 32' POLE 3' BASE 1080 B
' ~ ° d t ~ ~t ~?CU~HSS 1 CV-3HSS SINGLE 120000 0.750 GFR-540-1000-PSMV-F-3HSS 32~ POLE 3' BASE 1080
b 0,0 ao o,o o,o o,o ao o,o ~ o,o ao o,o o,o o,o D o,o D,o ~ o,o ~ o~ D,o~ o,o o,D o,o f ~ o,o ao o,o o,o o,o o,o 0 0,0 0,o ao o,o o,o c i > >:o o,o o,o o:o ao ~ 5 KV 3 ~ 90 DEGREES 360000 0.750 GFR-540-1000-PSMV-F 32' POLE 3' BASE 3240
t J f t ~ 1 ~0 A 2 A D180 240000 0.750 GFR-540-1000-PSMV-F 32' POLE 3' BASE 2160
t \ r` 1 t - 0,0~ 0,0 0,0 0~0 0,0 0,0 0,0 ~0 0,0 0,0 0~0 0,0 ~ 0~~ a,0 , 0,0 0~0 0,0 ~ 0,0 # 0,0~ O,p`~, 0,0 0,0 0~0 0,0 0,0 0,0 0~0 OA D,0 0,0 ) DA OA OA 0,0 DA OA OA _ DA 0.1 1 J o:a o.o a:o o:o o:a o.o a:o o:o o:a A~HSS 2 A-3HSS ROTATED 2 IN 90 240000 0.750 GFR-540-1000-PSMV-F-3HSS 32~ POLE 3' BASE 2160
~ \ f' t ~ f 3 / o \ t ~ \ Da? g 1 B ROTATED 2 IN 90 240000 0.750 GFR-2-1000-PSMV-F 32' POLE 3' BASE 2160
° o,o o,o o,o ~ o,o o,o ,o .o o,o o,o ~~o,o o,o o,o o,o o,o o,o °o ~ o,o ~ ~ ~ o. o,o o,o o,o o,o o,o o,o o,o o,o o,o ao o,o o,o o,o ao o,o o,o o,o ao f o,o ~ ~ D o,o c ao o,o o:D ao D,o o,o ~C-3HSS 10 C-3HSS SINGLE 120000 0.750 GFR-2-1000-PSMV-F-3HSS 32' POLE 3' BASE 1080
' ~ ~ ~ '~'i D-3HSS 3 D-3HSS SINGLE 120000 0.750 GFR-540-1000-PSMV-F-3HSS 32~ POLE 3' BASE 1080
~ s ~ r r } ~ ~ o,o _ o:o i ~ a o:o o:o o,o o.o o:o o.. C ~~111 ~ 1 i < 1(ll~/
C I 0,0 0.0 0,0 Q' 0 0,0 0,0 0,0 0,0 0,0 0,0 ` OA 0,0 ,~,0 OA 0,0 0,0 O,d BOA 1 0 0,0 OA 0,0 0,0 0,0 0,0 OA 0,0 0,0 0,0 OA 0.0 O,D 0,0 D, ~ O,D ~ ~ ~ ~ d / r ~ g 9 { V CA~~,o%~
~ t \ ` 1 } ~ G, } V Q m'~SS!
c ao o,o o~o o,o ao o,o o~o o,o ao 0 0~ o,_ c-_ 2D,o o~o r hD o,o D,o o~o ~ o,D D,o Da o,D o,o v .o aD ~ o~o aD o,o D~o o,o o,D o,o ~ ~ ~,o o,D o,o D~o o,o o,i a:o o,o ao o o,o c o:o o:o ~
1 \ r` # 1 / \ t r ~ GENERAL NOTES. = ~ ~ SAL
o,o o,0 0 0 0,0 0,0 0,o ao o,o o,o o,o .0 1 c o,o D,o o,D o,o D,o o,o ~ o,D o, c 1 D,o o,o D,o o,o o,D ao D,o ao o,D ao D,o ao o,D ao D,o ao 0 0 i ~ p # / ~ \ f t 1 aD 0:0 0,0 7,0 o D:o D,o ~ _.a . ~~a
1 i ~ r 1 1, REFER TO THE SITE DETAILS FOR THE TYPICAL LIGHTING POLE BASE "~a,~~, ~I \ r ~ c.
ao D,o o,o ao o,o o~D o,o ao o,o o~o ~ o~~. o,o o~o o,o ' r n ~.e' o,o o~o o,o o,o ~ o,o D o,o o,o o~o o,o o,o o~o o,o o,o o,o o~o o,o o,o o,o o~o o,o o,o o,o -a a,o a:a o: a a~- ~ o:o o,D o:o D:o DETAIL AND THE POLE MOUNTED CAMERA DETAIL. r, /vr~~°a,~ ~p,~u
~ ~~~~1'i~~i1ti~~
j 0,0 0,0 ,0 D,D 0,0 0,0 D,0 D,D 0,0 0,0 D.0 0.0 0,0 ~0, D. 0,0 0,0 0,0 r~ ~ ~,0 0,0 0,0 0,1 Odi 0,1 ~ 0 0,0 OA D.0 0,0 0,0 0,0 D.0 0,0 0,0 0,0 D.0 0,0 0,0 0 0 0,0 0,0 0,0 ( ~ ~ o,o o,D o:o D:o o, o:0 1,o a,D o:o D:a 2. REFER TO ARCH MEP PLANS FOR THE SITE LIGHTING ELECTRICAL AND D i'19~t°
r~ , CONDUIT PLAN.
` > ,p f 0,0 0,0 0,0 D.0 0,0 0,0 0,0 D.0 0,0 O.D 0,0 D.0 0,0 OA ~,Q 0. 0,0 OA 0,0 i ,Op 0.0 0,0 0, D.3 0.; ~ 0,0 OA 0,0 0.0 0,0 0.0 0,0 0,0 0,0 0.0 0,0 0,0 0,0 0.0 0,0 0,0 0,0 0.0 PERMIT SET D,o o,D o:D D:o ao ~ O:D D:o c ~ o:D
t ~ 3. THE SITE PHOTOMETRICS SHOWN ON THIS PLAN WERE CALCULATED USING
~ ~ f ao o,o D,D o,o ao o,o D,D o,o aD o,o D,o o,o aD o,o D,o ~ o o,o D,o ~ D,o ao ~ o. l.e 1.1 0,. 0.1 0,l D,o o~o aD o,o D~o o,o aD o,o o.. b oa o.. o,o aD o,o o:o aD o:o D:o o:o aD .o ~:o a o:o " _ A 0.75 POWER FACTOR TO ACCOUNT FOR DEBRIS ON THE LENS AND A
y ~ ~ ~ ~ z ~ 4 NATURAL DECREASE IN WATTAGE OVER TIME. INITIAL PHOTOMETRICS
D-3 S ~ ~ WILL BE BRIGHTER THAN THE VALUES INDICATED.
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20, 88.1 ~ 5 13. ti 241.6 ~ 66.7 98.3 180. 98.3' 180. ' 47.6' 52.9' ~ „ 4. CAM =SECURITY CAMERA LOCATION.
o,o o,o D,o o,o o,o o,o D,o L6~T #a,~ o,o D,o o,o o,o o,o D,o o,o o,D~ ,o o . 0 3.6 ~ 3 o,l o o,l o,o o,o o,o o,0 7 0 0.4 0,1 0,l o: a,l oa o: a,l oa o:l D: E ~ #4
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24 6' 10 85 3' ~ ~ ~ O.D s 3,0 3,9 4.7 5,0 3,3 4,0~ 1, 0,4 0,' 03 0,1 0,1 Oa 0 3,5 ' 0,4 O,a ~ ~ , f.,o 0,4 o,a o,~ 0,4 D:5 z. ~_oa ~ o,L
c t \ m LOT #9 ~ f
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/ , ` / ~ ~ ~ ~ ~ Jf 2~ i
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~ ~ / ~ C-3HSS
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~ D-~ t , ~ LOT #8
~ ~ z, A f~ C-3HSS ,
0,0 g",0 D, D,D 0,0 0 O:i 0,3 0,6 1.4 L9 2,3 2,6 2,4 ,9/ l` ~ 3,7 3,3 24 2,9 1, 0 5,1 3,1 , 1 0.7 0.5 0,4 0:4 0.6 0.5 0,5 0:4 0.8 v. L9 1,8 D1 ~ 1,9 1:8 3J 5: 4 G:, 0,1 0:1 0:: 0:0 O~Q X0:0 "r °i:0 ~ i ~ N
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f .0 0, 0,0 OA 0,1 ~1~ _0;~ _ 12 _ 4,4_ ~},7~ 3,2 4.7/ 3,7 3,7 3,1 afp I 1.` 2,1 2,4 2,2 3,2 4,5 5 1 5,3 3,5 2;~ 3 D:7 #.,0 Y,£ :3 1 ~ ;3 Y,,". .Y 0: ~ N i < L4 :B~ 3:5 ~ 7: OD 0.~ a:l 0:0 O,D OA ~ C=3HSS ~
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0,0 C.0 D. n-0 6,0~ 6,0 5, 4,3 3,6 3,8 3.D 2,6 2,6 2,6 2.D 2,1 2,9 4,7 5,5 5,4 5,8 5,6 6,9 5,7 5,9 7,0 5.1 11 3,7 2, 1.3 2,0 2,5 3,1 3,3 3,3 2J 1,8 1 A .6 2:3 ~ 4:6 ; 3,5 2:3 0.6 0.3 0.1 D.0 0,0 OA D.0 .C u m:m u,u O.D ~ ~ ~y a
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0. D. 6,2 3,2 3,6 2,8 2,8 4,0 4,3 5 0 ~,0 4,5 4,1 3,7 6,1 9,1 9,4 12,4 8,4 .B ; 5,8 14, 5,9'', 5,5 3A X3,3 1.{1 •s 2,3 3,9 4J 4,5 3,7 4.1 2. ~ , 3:3 4: 5,6 2:3 Os 0.?L~Ti#3 0:o DA 0.0 DA 0:0 r a.0
i ~ 1 1 I .r ~ a' ~ Q 'y Z
1 C ~ 0,0 01 0,1 0,3 0,4 l,ls 2,5 S.D 5,7 6,2 5,8 5,4 2,9 2,1 2,4 4,6 5,4 ~ 6A~G~h• ~5 _ S~J_ ~6 _ }~B ~5 _ Bw~F ~s2 _ 4~~ ~1 _ 2,3 1.3 _ SrF. 2, 4,3 ~ 4:3 5:6 7.1 6; , 4,3 2J 0:9 0,~ 0:1 G a 0,0 OA D.0 00 a,0 D.u OA
01 ~ ~ ~ `l ~
0,0 0 0, OA 0,1 D,1 0;2 D,i 1,9 Z7 9,8 9,9 8,1 6.3 3,8 3,9 6,5 9.3 9,3 Z7 4,8 3,9 2.8 3,5 4,3 3,5 1 ~d 1 3,1 3,7 6,1 Z7 5,5 2,7 1, 2, ~ 1,3 a C-~, I ~ \ V 1:3 :l C-~~ V ti 2:1 4:~ 3,0 1:9 D,9 0.4 a:l D:i D,0 a.f ) 0:0 0,0 a.D D:
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0, 0. 0.1 0,1 0,1 0.. 8.3 30,~j{ 12,4 9,1 5,2 q,~Q,Q' 3,7 6,2 6,5 6, 7,9 4,5 3,8 19}1' 3,2 SJ 5~, .5 3,9 5,6 5,6 5,4 4,2 2. l,l 0.3 1 l,D as 0.3 a:3 0.7 4.0 ,7~1 ,3 0.1 aJ DA D.0 D.0 o.0 DA J H n
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C 0,. D,1 O,s. 0,1 Z2 10,z 10,5 8,6 B.0 4,4 4,0 4,8 6,6 7 7,1 5,3 4.1 2,8 3,7 4,9 6,7 ~ .1 0 ~ ~ 2,7 4,4 .6 3,1 4,6 2, D,9 0,3 0,3 GARDEN N 1 D.9 r,3 a,~ D:D D,,. 9 ~ 1.6 rs a,~ o a.D o:D o:o D,o a.D o:D v
~ ~ BV ~ ~ CENTER ~ ,
0~~ p 0: 0,3 0,3 0,3 0 9,3 10,9 9,4 1D,2 9,6 4,5 3,8 3,8 6,0 B.5 6,9 4,9 3,9 2,7 3,7 4,5 7.6 i P ~ - 2,9 4,0 2. ~,3 2. l.a 0,3 0 II Lp~ 1.1 0,3 0 ~ O:i O,D 2:1 0 0:0 0.D o.0 D.0 a.D 0.D o.0 DA G. W r r J
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f ~ 1 ~ 0.. D,~S 0:23 Q ZS 10,6 11.0 8,2 Z3 4P 3,4 4,2 4,8 5,5 5,4 6 ~ 3,5 2,5 3,8 4.7 6,4 ~ 3,0 2 0 ~ 4P 3,0 1, ~,3 4, 1,1. O.B 0 47.0 q 1:~. o.o o:a D ~ D:~ 0 3 o:a 3:9 c ~ , F4:D o,D a.o o:o f D:D a.o a.o ~ z f,. y W
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C 2,7 2,2 8,7 12,2 12,8 9,4 6,0 4,3 3,2 4,1 4,4 3,4 4,6 3,6 2,9 2P 2J 5,8 3,9 2J ~ 0.2 1 : 8•S ' 0.1 3 0.D 0.~ a. l 0:0 0,0 OA D.0 0:0 OA D:0 ~ (9 J f'' li
o r ) Z N 0 W
0, I t 3,8 5,7 4 8.6 11,6 12,2 9,2 6,1 4P 2,9 2,6 2,6 3P 3,0 2,3 2,2 2,1 2,5 3,1 3,5 ' 2,0 i ,9 4, D? r' ~ ~ 0. a~ D 0.1 0.1 0.1 0.1 a.l D a.D a.0 DA 0:0 a,,00 a.0 DA 0:0 ~ a.D a.0 DA 0_ L - ~
3HSS ~ ~ - C 3 SS 30.6 'I s ~ 0 -3 SS Z No / ~ ~
6 sc 3 5,9 3,9 7~ 10,2 10,5 7J 6,8 2,9 3,2 3,6 3,7 3,2 2,9 2P 2,2 2 2,8 i 0,3 3,1 , 2,2 - ~,9 2. i 1.,1 0,5 0,0 ~ ~ ~ i.,l Os 0:0 D:D 0:1 0:1 D a 0:1 0,1 0:1 D.0 a,0 OA D.0 ~0 a,0 OA D.0 ~ a,0 OA D.0 0:0 ,.v
o~ ' II ~ GENERAL r
S ~ i 0 BU33H 5 9.1 10,7 9,7 1D,0 9,0 4,0 2. 3, 4,0 4,6 4,0 3,8 3,8 2,5 2,6 3,7 4,2 2.4 i 0.4 ~3 3,2 ' ~,4 5, 2 2Z ~ ,1 0.1 a;l D.1 D,1 0.1 a;l 0:0 0,0 a.0 D.o 0:0 0,0 a.0 D.o 0:0 0,0 a.0 D.o 0:0 O,D OA i O.a
MERCHANDISE ~ _ ~ S A LOT #5 i ~ ~ ~ CAM
~ 11-13-2009 rr C-3H ~ " j ~ N
h0 I 6,0 3,6 4 7.0 10,1 10,4 7,9 Z3 3,9 2,9 ~ 4,3 5,1 6,2 5,4 4,7 2,9 3,2 5,1 4,5 12.9 z 0,4 12.5 3,6 3,2 2,5 3,3 2.. G A 2:5 3:3 z,9 7 ~ aJ 0.1 a,. J.l D.0 O.P C 1 D.0 D.0 ) 0.0 DA r D.D D ~
V D~ Z ~
1 4,1 5,1 3 8.6 12,3 1 9,3 5,5 4,2 3,1 4,1 5,6 7,5 8. 5,8 3,3 3P 4,0 4,5 6,6 8 ~ 0 ~ 3,3 3,4 - - ~,9- _~.9_ ss 1, ~ ;:3 D,2 r,o a,l o: D,o a.D o:D o:o o:o ao a.D o:o o.o i.D o o' w J ~ ~ Z
o ~ ~ ' ~ Q , I c 90.8 ~ 259, 0
0,0 B.5 30u'~ 11.9 9,2 6,7 4,il99.92s 4, 4,1 5,5 5,5 4,9 4,9 14,4 3,9 BA~'~I 195 ,7 ~ ' 3,4 2,5 1, J .8 ,4 0,2 01 O.i a.D 0.D o.o D.0 a.D 0.D C i D.0 a.D o.o D.0 a.o 0 i ~ ~ :a D.a D t 0 \ i
TRUCK SUPERCENTER #5798-00 i~ ff. ~ i
I C-150-SGR-NO D K 7.7 10,4 10,5 B.1 7.1 3,9 2,6 3,4 N 4.0 4.4 3.4 4.0 4.0 2.7 3.0 4.8 4,8 2,9 i 2 4,0 2. I ~C n 3.3 ~,,-_~1 ~:7 ~ z,l ~ ~1 o,D a.o o:o o:o o,D a.o o:o o:o ~ a.o o:o o:o o,o D.o o:a ,
~ APPROXIMATELY 147,785 SQ. FT. _ H C-3 SS ~ ~ i ~
I FFE 901.00 s I 9'~ 10,6 9,4 9J 8.9 4,1 2,4 2,3 2,5 3,0 3,2 2,5 2,3 2,2 2,6 3.8 4,3 ~ 2.3 ~ ~ 0.3 ~ 4,1 4,7 4. 4, .1 1 ~ K 1 3:6 i ~ 1 4:9 4,4 .D 1,J ~ D1 0,0 OA D.0 0:0 0,0 OA D.0 0,0 OA D.0 0:0 O,a ) 0 D:0
CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF ,14---% `ti Y \ ~ ~ W /
I VESTIBULE, SLOPED PAVING, EXIT PORCHES, 7.4 10,2 10,4 B,B B.1 3,9 2,6 2.4 2, 88 2J 2,2 2,1 1,9 2,1 2.4 2.9 i 22 5,3 6,6 4,8 5,9 4,2 5,3 2,6 1,3 lu? 2.E f ~ - H 1,3 m:? 2,6 4:6 ~`4 3,9 :3 2:0 O.a s (3: a.D a.0 DA D.o a.D a.D~ DA D.o a.D a.0 DA ~ u:o i D.D O.a O O
I RAMPS AND TRUCK DODRS PRECISE BUILDING I N ~ ~ ~ Z , ,r LOT #2 Woo
~ I DIMENSIONS AND EXACT UTILITY ENTRANCE o 7~ QQ LOCATIONS. 8.6 1 9.3 4,8 4,0 2,9 3,8 4,0 3,6 4,3 3,5 3,0 2,0 2,3 2.9 3,5 ' 1,9 i u,v = 3,2 6,4 6,SA-~~Sv6,1 i J 2,6 O: 0,. r ~ ~ z~ r -3 S~ ~ r 0 ~ O:a O,Q 3:6 ; 5,8 ~ 3J 1,7 0,5 ~:1 "0 OA D.0 0:0 OA D.0 OA a,0 OA "0 D:0 I "D D. ~ ~ to
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20
m~
• ENERAL LAND APE N TE
- . . 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE.
. . 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST.
. , . . • . . • ' 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. ~ Kimle -Horn ~ 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. A
' 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. and ASSOCIateS InC
C ~ " p F {`f` ' ` ~ - . NC LICENSE ~F-01 o2 1 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 1919 souTH eouLEVARO
, • . . CJ • . . . . ~ " . , . . • . , . ~m • ` • J~ ~ ~ . - . ,F 7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID suITE 100 •"j~• • CHARLOTTE, NORTH CAROLINA 28203
. . . . . . . 11 . . . - v ~ • . • . . . . . ' . . . - r . . . . . . DAMAGE TO ALL UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS PHONE: [phone] • ti,, FAX: [phone]
. . ~ . . . o ~ . ~ . J . .H RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A c~ solo
,9 ~ . ~ . . • . . w:~.. RESULT OF THE LANDSCAPE CONSTRUCTION. t 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. ANY
. m ` " . , . . • ~ . r. E J DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF THE INSPECTOR AND
~ • . . . • . • , . " N . . . . . ' . , 9 ~ ` ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING.
. . • . ~ ~ . . • . ~ " ~ ` • • . i y. ` B " `•s•^ 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED T0: WATERING, SPRAYING,
' CJ ' . • . . • . ~ . . . ~ . J . . o • , , .•y. , .y ~ ~•~••y.••. . zo MULCHING FERTILIZING ETC. OF THE PLANTING AREAS AND LAWN UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. ~ ~ ) 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR. BEGININING ON THE DATE OF
. . -W 7 d" ` . . . • . . . . . ~ • • •Y•y . . . . , ~ s LO 9 ARK T ° N NGLO 15 LOCATED AT . . '
,.y. . . ' i • .y . • . . . . . . . . . ~ . • . . . . 8 . ASE OF RETAINING WALL APPROX. 10 ' . . • TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD.
• . 'y ` 01 . - . . • . • . ' ~ ~ ` • . . . . • • ~ HE GHT WALL TO PROM - . . . . . . . . • • . . • . 11. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. °
. . - \ . . . . . . . SCRE • • ~ ~ . ~ . . . . . ° •;r~, 12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION.
. . . . . . . . . . . . . . . , . . . • • . • CJ ' • . a • ` . . 13. ANY PLANT MATERIAL WHICH DIES TURNS BROWN OR DEFOLIATES PRIOR TO TOTAL ACCEPTANCE OF THE WORK SHALL BE G ( )
• . . . . . . ; , . • } . . • , + . . . r . , . . . ~ . . . . ~ ~ 6 q~ . " . , PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL . . • . " . . .
. ' . r . . . . . ` . y.+ . . . . TP ~ ~P • . . ` . • . . . . . - 'y PLANT LIST SPECIFICATIONS. C ~~~IIIII~~~
. . . . . • ° " . . . "y • . 8 / p ~ . . • . • ~ • . ~ , • • • . . . . Q . . ~ .r.r . . • . . . . . LOT#4 G~ 14. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL ~~°„A'p rp
r r ' 7 . - . . . . . . . • . • • . . . . . • . . . ` s • . ' TIT T I I ITY I T F P T T I ~ m CONS U E M N MUM QUAL REQU REMEN S OR LAN MA ER AL. ~~~S~p. . . . "
. . ,V. . • . . . . ~ . • . . • . • . . . . . . . . ' . • . . . • . ` ~ ~ • • • " 5 G BEDS ARE TO BE CO P ETE CO ERED W T TR P E ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTIN '9
.•.y ••.Y • . • ' . .ti . . . . . • • . . . . . . . . . . • ~ . , ` ° • . . . . . w' ~ ~ SHREDDED HARDWOOD MULCH TO A MINIMUM DEPTH OF FOUR 4 INCHES. SAL o
. . . , • ` . • I ` . . . . . . . ~ LIC \ . . C• . • . . . - . . . . , . • • • . „ . • . . . • R . . . . ~ ~ ~ 16. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE T BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY p~-.°~~
. . . . •."•t' 7 ~ . ` ' ) CJ A . _ . . . . . . . • . ° ~ . kl ` ` . . . . . ~ 3 AR 1 . 4 ~ LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING ° ° ° p/y'h 4
. . y , , . . . . . . . • ~ . ` . • . ~ • . • 'f~'Yrn dQ ~u u 4y~~ THE CONSTRUCTION PERIOD. i~ji ~ 1. ~
. , . y\ . • . • . . . . . . . . - 3 ° . ~ . ` • . . . . . . . ~ 17. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT ~f111111 0 .~q•(a
• ~ ~ ~ ~ . . , ~ ~ ~ , x . ° . , - . . • . , . . . . - l~, THE CONSTRUCTION PROCESS. D ~ . .
. . . . ~ t • . . . . . • ' . . . . . a. . . ~ . . . . . . . . • . ' ~ / r`"".` 18. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF . . . . . .
. . • . y , . ; . . . - . - . . ~ . • . • . . . . . ~ ,Q ~ , ALL PLANTING BEDS AT SPACING SHOWN. PERMIT SET
. - . . . ` • - LOT #9 . . • . . • . . , " ` . . . . . w . . . . . . . ~ • . `~+,•~j ~ ~ 19. ALL DISTURBED AREAS ARE TO RECEIVE 4 OF TOPSOIL, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. / y . ~ 2D. REFER TO WAL-MART SPECIFICATIONS FOR ALL INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS.
• . ~ . • . . . . ~ . . . . . . . . . . . . . . . . . ~ ` I ~ c / 21. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO PREVIOUS GRADE AND ~ / ~ , .
• . . . . ~ i ICB . . • . . . . . GROWING CONDITIONS.
/ / / / / / / / / / / / / ~ ,y . I , . / / / / / / / / / / / ~ C I 1 AR . • . • rj = , 22. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
/ / / / ~ / / ~>~f / / / ~ L C ICB ~ ' • " • • / . . . . . . . . / / / / / / / / / / / / / / / / / / / ~ I 3 3 i 1 ~ LIC ~ ` 23. MINIMUM TREE SIZE AT PLANTING IS 2 1 2-INCH CALIPER FOR SINGLE STEM TREES . ALL MULTI-STEM PLANTS MUST BE TREE ,
/ / / I . . . . . ` LIC ' / / / / ~f1 ~ ~ AR 3 i ' FORM, MAXIMUM 3 OR 5 TRUNKS, AND MINIMUM 8 FEET TALL. E
/ / I ICB 1 1 ~ ~ . . . • • ~ / / / ~ 1~- I ULCHBED; TYP. IB ~ • • ` • . . . . / / ~ 59 AR _ . . . , ~ 24. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING
. . / / I 3 /I . . . • . ~ I ~ . . • . / / _ • . lI PLANTING PIT. REMOVE TOP 1 3 OF THE BURLAP FROM ROOT BALL. r: /
. . , . . . . . , . , L ~ ~ . -.t . - . AR . . / t • I . ~ ~ 2 ~ T P T I H H I T I TYPI LOT #3 25. ALL REES LAN ED N GRASS AREAS S ALL AVE A 3' RAD US REE R NG CAL. 26. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND
ICB - - ~ LC - 4" T P I P T TH T P 4" F I TI I T T T P I P TI I T
/ ~ 26 SB ti - - ~ - - - 22 VH LS - ~ / - - _ 116 6 i - ~ ~ ~ ADD 2 NEW 0 SO L OR UNCOM AC AND AMEND E 0 2 0 EX S NG SO L 0 MEE 0 SO L LAN NG M X S ANDARDS ~ FOR TREES.
- - / ~ _ ~ ~ LS ,~a,~;~~r o . 27. LARGE MATURING TREES MAY NOT BE PLANTED WHERE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES EXIST. IF TREES CONFLICT
~ / 00 4 AR I , . • . ~ WITH POWER LINES OR SIGNS CALL THE INSPECTOR TO RESOLVE BEFORE PLANTING.
- 1 1 e LC n.. ~ OP I 28. NO SOIL DISTURBANCE OR COMPACTION CONSTRUCTION MATERIALS TRAFFIC OR BURIAL PITS ARE ALLOWED IN THE TREE PROTECTIO
/ ~ Cl 4 ICB ICB H I QP AR ~ ZONE OF EXISTING TREES. •,t, F
I I nn o 0 5 AR V B 1 ~ / - ~ qG 56 AR 173 0 3 15 AR 1 / ~ s 1 1 AR ~ AG _ ` ~G 29. TREE BARRICADES MUST BE INSTALLED AROUND EXISTING TREES BEFORE ANY GRADING/CONSTRUCTION AND NOT REMOVED UNTIL o."•`~ AFTER FINAL INSPECTION.
~ 7 1 - 1 15 o • ' ` • • G~ ' • 3D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING
~ / _ GARDEN ~ AG . . 1s-_ 16 `JI' AG 1 LS FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE rn
/ r 0 5 15 ~ AR ~1 25 AG • / CENTER LIS ~ ~ ~ z OF FINAL CERTIFICATE OF OCCUPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS OF PLANT MATERIAL. 0
, ~ R t t 28 I I ~ ~ ~ AR 1 L T #7 ` ° • 31. 5EE EROSION AND SEDIMENT CONTROL PLAN/SITE MAP FOR TREE PROTECTION MEASURE LOCATIONS. _ . ,~Q >
us J I c 32. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS, SEE DETAILS. w
/ ~ 1 ~ AG I I ~ / ~ ~ AR ~ 33. BEFORE GRADING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TREE PROTECTION BARRICADES.
(~I 16 1 ~~I I - - I AR . 34. VIOLATIONS OF TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES AND OR IMMEDIATE CORRECTIVE ACTION MITIGATION. o / /
[ AR - i, / ~ AG I 1 1 l II 'J ` " 35. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES & ORDINANCES REGARDING LANDSCAPING. G w
/ ~ ~ 2g I` II I ~ i , AR / ~ ICB 9 ' T T I T TH TI I T F T TI I T TI I T a 36. GENERAL CON RAC OR S 0 CLEAN E EN RE S E 0 ALL CONS RUC ON DEBR S AND 0 RAKE EN RE S E. o . • " 37. THE CONTRACTOR SHALL INSTALL LANDSCAPE FABRIC AS SPECIFIED UNDER PLANTING BED MULCH TO PREVENT WEED GROWTH.
. , / I t / ~ I AR f i ~ ~ d5 f AR . I "LL~' j' ~ 38. TREE PROTECTION FENCE SHALL BE INSTALLED ALONG STREAM BUFFER. REFER TO UDO SECTION 6.5.2. ~ p
/ ' ~ ~I 7 j 1 j AR 1 I ~ .1 J ~ r' 39. LANDSCAPING ON LOTS 5 AND 9 WILL BE MAINTAINED BY THE TROUTMAN TOWNE CENTER PROPERTY OWNERS ASSOCIATION. LANDSCAPING ON z
1 I AR h_; ' ~ AR I , • • ~ . p...... ~ 2 , I . . ' ~ LOT 11 WILL BE MAINTAINED BY THE FUTURE OWNER OF LOT 11. LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY WILL BE MAINTAINED BY THE
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DATE: 01-19-10
~ 10 eeFORevouoic GRAPHIC SCALE E PROJECT#: 018426001
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W i .2.~~ CALL 1 800 632949 100, N.C. ON E-CALL CENTER . ,
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20
SOIL SPECIFCATIONS (Refer to Wal-Mart specifications for Lot 11 Soil Specifications)
1. TREE WRAP 1.1 TOPSOIL
A. ASTM D5268, natural, friable, fertile, fine loamy soil possessing characteristics of representative topsail in the vicinity that produces heavy growth. Topsoil shall have a pH range of 5.5 to 7.4
MULCH/ TOPSOIL BACKFILL 2. 4" MINIMUM OF TRIPLE SHREDDED ercent, free from subsoil, ob'ectionable weeds, litter, sods, stiff cla ,stones lar er than 1-inch in diameter, stum s, roots, trash, toxic substances, or an other material which ma be harmful to Kimle -Horn P 1 Y 9 P Y Y A
HARDWOOD MULCH COMPACTED OR AS MULCH/ TOPSOIL BACKFILL 1. TREE WRAP ROOTBALL AND TRUNK SPECIFIED. plant growth or hinder planting operations. Top soil shall contain a minimum of three percent organic material. and Assoaates Inc B. Salvaged or Existing In-Place Topsoil; Reuse salvaged topsoil stockpiled on-site or existing in-place topsoil undisturbed by grading or excavation operations. Clean topsoil of roots, plants, sod, ~
3. 3" HIGH SOIL BERM TO HOLD WATER. stones, cla lum s, and other extraneous materials harmful to lant rowth. NC LICENSE pF-0102 Y P P 9 1919 SOUTH BWLEVARD
ROOTBALL AND TRUNK 2. 4" MINIMUM OF TRIPLE SHREDDED TREE STABILIZATION AND 4. STAKE SIZE SHALL BE ONE SIZE C. Verify amount stockpiled if any, and supply additional imported topsoil as needed. suITE goo
HARDWOOD MULCH COMPACTED OR FERTILIZATION SYSTEM HIGHER THAN REQUIRED FOR SIZE OF TREE STABILIZATION AND AS SPECIFIED. D. Im orted To soil: Su lement salvo ed to soil with im orted to soil from off-site sources when existin uantities are insufficient. CHARLOTTE, NORTH CAROLINA 28203 1. FINISH GRADE P P PP 9 P P P 9 q PHONE: [phone]
FERTILIZATION SYSTEM TREE. REFER TO SITEWORK 2. BACKFILL WITH PREPARED 1. Obtain topsoil displaced from naturally well-drained sites where topsoil occurs at least 6 inches deep; do not obtain from agricultural land, bogs, or marshes. vax: (~oa) ao9-te~o PLANTING SOIL MIX AS 2. Amend topsoil as indicated below. ~ solo
3. STAKE SIZE SHALL BE ONE SIZE • SPECIFICATIONS FOR APPROVED HIGHER THAN REQUIRED FOR SIZE OF MATERIALS AND INSTALLATION TWICE ROOTBALL SPECIFIED.
TREE. REFER TO SITEWORK REQUIREMENTS. GUY AS NECESSARY DIAMETER 1 1.20RGANIC SOIL AMENDMENTS 1 3. 12"t CLEAN SAND, COMPACTED. A. Manure; Well-rotted, unleached, stable or cattle manure containing not more than 25 percent by volume of straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks,
SPECIFICATIONS FOR APPROVED IN EXTREME WIND CONDITIONS WITH MATERIALS AND INSTALLATION #10 GAUGE WIRE. ADJUST LAYER THICKNESS SO soil, weed seed, and material harmful to plant growth. B
REQUIREMENTS. GUY AS NECESSARY TOP OF ROOTBALL IS AT EAST B, Back to Nature Cotton Burr Compost or approved equivalent.
IN EXTREME WIND CONDITIONS WITH 5. FINISHED GRADE (SEE GRADING #10 GAUGE WIRE. PLAN PLAN) 1" ABOVE FINISHED GRADE. C. Compost: Decomposed organic material including leaf litter, manure, sawdust, plant trimmings and/or hay, mixed with soil.
4. FILTER CLOTH D. Pecan Hulls: Composted pecan hulls for local source.
4. 3" HIGH SOIL BERM TO HOLD WATER. 6. TOP OF ROOTBALL MIN. 1" ABOVE _ PLAN FINISHED GRADE 5. SLOPE BOTTOM TO DRAIN E. Biosolids: Use Grade 1 containing lower pathogen levels. F. Worm Castings: Earthworms
5. FINISHED GRADE (SEE GRADING PLAN) = 2 2 6. 18°t AUGERED HOLE
6. TOP OF ROOTBALL MIN. 1" ABOVE 7. B & B OR CONTAINERIZED (SEE - ~ PENETRATE THROUGH 1.31NORGANIC SOIL AMENDMENTS
FI I H SPECIFICATIONS FOR ROOT BALL 1D - 3 N S ED GRADE _ - - REQUIREMENTS). - - - - - 3 OCCLUDING LAYER TO A. Lime: ASTM C602, Class 0 agricultural limestone containing a minimum of 80 percent calcium carbonate equivalent with a minimum of 95 percent passing No. 8 sieve and minimum of 55 percent WATER TABLE OR TO A passing No. 60 sieve and Liquid Lime by Pennington Seed..
7. B & B OR CONTAINERIZED (SEE j% ~ ~ . ~ - 4 _ I 4 DEPTH OF 7' TO ASSURE 1. When Hytlroseetling -Apply 5 gallons of Liquid Lime per acre, or as otherwise determined by a soil test, as a pre-germinant, top dress, or side dress application. Once your hydroseeder is
SPECIFICATIONS FOR ROOT BALL 8. PREPARED PLANTING SOIL AS - ~ ~ - I SPECIFIED. - REQUIREMENTS). _ - ~ 1 - _ -I I PROPER PERCOLATION. o eratin ,add this in redient as our first slum com onent. i_ P 9 9 Y Y P C l~~111111111/,!
9. ROOTBALLS GREATER THAN 24" - - - - 5 8. PREPARED PLANTING SOIL AS ~ - - 5 7. BACKFILL WITH 1/2" - 3/4° B. Sulfur: Granular, biodegradable, containing a minimum of 90 percent sulfur, with a minimum of 99 percent passing No. 6 sieve and a maximum of 10 percent passing No. 40 sieve. ~~1 ~ CAS '®sp GRAVEL. C. Iron Sulfate: Granulated ferrous sulfate containin a minimum of 20 percent Iron and 10 percent sulfur. w~~Q~m' •®6`
SPECIFIED. DIAMETER SHALL BE PLACED ON
MOUND OF UNDISTURBED SOIL TO - - - 9. ROOTBALLS GREATER THAN 24" PREVENT SETTLING ROOTBALLS ~ - - r'+t - - 6 - va _ - 6 B. WATER TABLE D. Agricultural Gypsum: Finely ground, containing a minimum of 90 percent calcium sulfate. ~ e cU ° E. Sand; Clean, washed, natural or manufactured, free of toxic materials. ~ a ~ FOR A PARKING ISLAND $ AL
DIAMETER SHALL BE PLACED ON B 1 SMALLER THAN 24" IN DIA. MAY = _ _ 7 PLANTING SITUATION,
MOUND OF UNDISTURBED SOIL TO SIT ON COMPACTED EARTH. - - ~ 0 PREVENT SETTLING ROOTBALLS -III=1 11- CONTRACTOR TO BACKFILL 1.4PLANTING SOIL MIX °
1 SMALLER THAN 24" IN DIA. MAY 2 10. UNDISTURBED SUBSOIL 8 ENTIRE LENGTH OF PLANTING A. Plantin medium containin 75 ercent s ecified to soil mixed with 15 ercent or anic soil amendments and 10 ercent shar washed sand. o~'•° ~ 8 9 9 P P P P 9 P P o`-~ m ~/ri~~~~ m ~Q\~ AREA TO WITHIN 6" OF BACK r~" , „ " ° . , ~
SIT ON COMPACTED EARTH. OF CURB OR EDGE OF f~ ~
3 10. UNDISTURBED SUBSOIL SECTION PAVEMENT. 1.5WEED MAT //f/lffia•i11~~,\\ A. Provide 4.1 oz., woven polypropylene, needle-punched fabric, weed barrier. li D ~.t4~lo
2 4 NOTES:
1.6 SEED BED PREPARATION A. Newly Graded Subgrades: PERM I SET
3 5 A. FINAL TREE STAKING DETAILS
NOTES: AND PLACEMENT TO BE POOR DRAINAGE CONDI APPROVED BY OWNER. ~E CONDITION 1. Before placing topsoil, rake subsoil surface clear of stones, debris, and roots. Disk, drag, harrow, or hand rake subgrade to depth of 4 inches and remove stones larger than 1-1 /2 inches to KK provide bond for topsoil.
N.T.S. 2. Spread topsoil to a depth of 4 inches but not less than required to meet finish grades after light rolling and natural settlement. Adjust depth of topsoil in areas adjacent to paved surfaces or
4 A. FINAL TREE STAKING DETAILS B. REMOVE BURLAP, WIRE AND AND PLACEMENT TO BE STRAPS (ANYTHING THAT curbs to allow for the placement of sod or seed. 3. Unchanged Subgrades; If lawns are to be planted in areas unaltered or undisturbed by excavating, grading, ar surface-soil stripping operations, prepare surface as follows;
APPROVED BY OWNER. o COULD GIRDLE TREE OR 5 - RESTRICT ROOT GROWTH) ON a. Remove existing grass, vegetation, and turf. Do not mix into surface soil.
B. REMOVE BURLAP, WIRE AND - - - UPPER 1 3 OF ROOTBALL. - - / b. Disk, drag, or harrow surface soil to a depth of at least 6 inches.
o STRAPS (ANYTHING THAT _ - c. Remove stones larger that 1-1/2 inch in any dimension and sticks, roots, trash, and other extraneous matter.
- COULD GIRDLE TREE OR 6 C. SEE LANDSCAPE NOTES FOR _ RESTRICT ROOT GROWTH ON ("TYP•- I THE TYPE OF MULCH MATERIAL 6 ) _ _ os/3o/oa PR DRNG d. Legally dispose of waste material, including grass, vegetation, and turf. E e. Adjust depth of topsoil in areas adjacent to paved surfaces or curbs to allow for the placement of sod or seed.
- UPPER 1/3 OF ROOTBALL. - ~ TO USE. - I - ~ 4. Incorporate soil amendments and commercial fertilizer into the top 4 inches of topsoil to achieve the specified topsoil requirements. Till soil to a homogenous mixture of fine texture.
7 C. SEE LANDSCAPE NOTES FOR - - - D. PRUNE TREE AS DIRECTED BY 5. Grade areas to finish grades, filling as needed or removing surplus topsoil. Float areas to smooth, uniform grade as indicated on the Drawings. Lawn areas shall slope to drain.
- - ; THE TYPE OF MULCH MATERIAL LANDSCAPE ARCHITECT. 6. Where no grades are shown, areas shall have a smooth and continual grade between existing or fixed controls, such as walks, curbs, catch basin, steps, or buildings. Roll, scarify, rake, and level as necessary to obtain true, even lawn surfaces. Finish grades shall meet approval of Owner before grass seed is sown. or sod is placed.
- - TO USE. 12 - - - 8 TYP. 9 E. BRANCHING HEIGHT TO ANSI 7. Seed beds shall be permitted to settle or shall be firmed by rolling before seeding begins.
TYP.' - O - D. PRUNE TREE AS DIRECTED BY 260,1 STANDARDS PER PLANS B. Groundcover Bed Preparation:
iI -III-~I 9 LANDSCAPE ARCHITECT. AND NOTES. BEST FACE OF SHRUB 10 / sECTION T 10. Grade areas to finish grades, filling as needed or removing surplus topsoil. Float areas to smooth, uniform grade as indicated on the Drawings. 1. TOP OF SHRUB ROOTBALLS TO BE 11.Set out and space groundcover 12 inches apart maximum.
E. BRANCHING HEIGHT TO ANSI F. REFERENCE MSE AND CIP RETAINING GROUNDCOVER TD FACE PI FRONT OF PLANTING BED. + + PLANTED 1" - 2" HIGH WITH SOIL 12. Dig holes large enough to allow spreading of roots, and backfill with planting soil.
1 ~ Z60,1 STANDARDS PER PLANS WALL DESIGN DRAWINGS (RW-6) FOR M MOUNDING UP TO THE TOP OF 13. Remove groundcover from pots. F
1/2 DIAMETER (JF R(J~T BALL AND NOTES. TREE PLANTING IN REINFORCED SOIL R, TYP. BEHIND WALLS. REFER TO PLANT + + ~ T ROOTBALL. 14. Work sail around roots to eliminate air pockets and leave a slight saucer indention around plants to hold water.
F. REFERENCE MSE AND CIP RETAINING SCHEDULE FOR SPACING + + + + 2• N WALL DESIGN DRAWINGS (RW-6) FOR SI 2. WHEN USED IN MASSES- PRUNE ALL 15. Water thoroughly after planting taking care not to cover plant crowns with wet soil.
TREE PLANTING IN REINFORCED SOIL SMALL TREE PLANTING M SHRUBS TO ACHIEVE A UNIFORM 16. Protect plants from hot sun and wind; remove protection when plants show evidence of recovery from transplanting shock. MASS/HEIGHT C. Island Preparation; rn
BEHIND WALLS. PLAN SECTION 14' OR LESS Z 17. Excavate compacted soil to a depth of 18 inches. p
~ ) XX 3. 4 3. 4" MINIMUM OF TRIPLE SHREDDED 18. Maintain required angles of repose of adjacent materials as shown on the Drawings. Do not excavate subgrades of adjacent paving, structures, hardscapes, or other new or existing N
BARGE TREE PLANTING N.T.S. H HARDWOOD MULCH COMPACTED OR AS improvements. > SPECIFIED. 19. Scarify sides of excavation pit smeared or smoothed during excavation. ~
14' OR GREATER 1 2 3 4 5 sl ~ ) XX
N.T.S. 4. E GI 4. EXCAVATE ENTIRE BED SPECIFIED FOR 20. Subsoil or topsoil removed from islands shall not be used in planting soil mix. GROUNDCOVER BED. 21. Notify Owner's CEC if subsoil conditions evidence unexpected water seepage or retention within excavation area. G w
22. Backfill islands in 9 Inch lifts with planting soil mix specified herein. Tamp each lift lightly to prevent settling. G
5. 4 5. 4" MINIMUM OF TOPSOIL TO BRING TO 23. Grade areas to finish grades, filling as needed to allow positive drainage. Float areas to a smooth, uniform grade as indicated on the Drawings. p FINISHED GRADE (SEE GRADING PLAN).
07/03/08 LG TR PLNTG 07/03/08 SM TR PLNTG FI 1.7 MOWING
6. P 6. PREPARED PLANTING SOIL AS ~
SI 1. BASE OF TREE SHALL BE PLANTED C~ SPECIFIED. NOTE: WHEN GROUND- A. Turf Grass: Z COVERS AND SHRUBS USED IN 1. Initiate mowing of turf grass areas when grass has attained height of 3 inches and roots are firmly established. Maintain turf grass height at 2 1/2 to 3 inches for Fescue and '/4 - 1 inch for
SLIGHTLY ABOVE (1° MIN.) I- ~`'•;t1;~~;"r_~~•~`~'' - I ' M - MASSES ENTIRE BED TO BE AMENDED Bermudagrass at subsequent cuttings depending on time of year. Remove no more than 1/3 of grass leaf at any cutting and cutting shall not occur more than 10 days apart.
ADJACENT FINISH GRADE. REMOVE W ALL TWINE & STRAPS & CUT 1. 4" MINIMUM OF TRIPLE SHREDDED - - -I ' WITH PLANTING SOIL MIX AS SPECIFIED. B. Native Grasses: 2. Initiate mowing of native grass areas when grass has attained height of 3 feet and roots are firmly established. Maintain grass height at 3 feet. Mow in fall after grass turns brown (becomes J
BURLAP FROM TOP 1/3 OF MULCH/ TOPSOIL BACKFILL HARDWOOD MULCH COMPACTED - 7. S MULCH/ TOPSOIL BACKFILL ROOTBALL. NO SYNTHETIC BURLAP OR AS SPECIFIED. - ~ B~ 7. SCARIFY ROOTBALL SIDES AND dormant) and in spring for early season weed control (once weeds/grasses get to about 18" high -can be cut back to 6 - 8 inches). Mow native grass areas no more than 3 times per year. J
WILL BE ACCEPTED. 2. STAKE SIZE SHALL BE ONE SIZE I - - BOTTOM. H n
ROOTBALL AND TRUNK ROOTBALL AND TRUNK -III-III- 7 6 HIGHER THAN REQUIRED FOR SIZE OF y
2. 4" SHREDDED HARDWOOD BARK TREE. REFER TO SITEWORK = } PLANT SCHEDULE NOTES: W
TREE STABILIZATION AND MULCH OR APPROVED EQUAL TREE STABILIZATION AND SPECIFICATIONS FOR APPROVED ~ ~ FERTILIZATION SYSTEM FERTILIZATION SYSTEM MATERIALS AND INSTALLATION 12° V 1. ALL PLANT MATERIAL SHALL COMPLY WITH THE SIZING AND GRADING STANDARDS AS SET FORTH IN THE MOST CURRENT EDITION IF ANSI 260.180 -AMERICAN
3. DIAMETER OF TREE PIT TO BE TWICE REQUIREMENTS. GUY AS NECESSARY STANDARD FOR NURSERY STOCK. w
THE DIAMETER OF • IN EXTREME WIND CONDITIONS WITH ROOTBALL-ROUGHEN SIDES OF TREE #10 GAUGE WIRE. J r OD
PIT. 3. 4" MINIMUM OF TOPSOIL TO BRING TO SECTION 2. NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE PROJECT LANDSCAPE ARCHITECT. ~ N
4. 3" HIGH SOIL BERM TO HOLD FINISHED GRADE (SEE GRADING PLAN). U V y wz
WATER. 3. VERIFICATION OF TOTAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLAN SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. W ~ J
4. TOP OF ROOTBALL MIN. 1" ABOVE SHRUB GROUNDCOVER PLAT 5. TOPSOIL MIX BACKFILL PLAN FINISHED GRADE ?VER PLANTING I ; J xx ~ -
PLAN T P N.T.S. 6. REE WRA 4. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO PLANT INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY THEIR WORK. z N o w
5. B&B OR CONTAINERIZED (SEE 7. 4" MIN. OF TOPSOIL TO BRING TO SPECIFICATIONS FOR ROOT BALL ~ o:
FINISHED GRADE (SEE GRADING PLAN) REQUIREMENTS). 5. ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY PROJECT LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE PRIOR ~ ~ Z N Q
8. ROOTBALLS GREATER THAN 24" 6. PREPARE PLANTING SOIL AS TO INSTALLATION. ~ r ~ 05/30/08 SHRB PLNTG O
DIAMETER SHALL BE PLACED ON SPECIFIED. MOUND OF UNDISTURBED SOIL TO 6. ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF MULCH. REFERENCE DETAILS AND SPECIFICATIONS FOR DEPTH AND TYPE OF MULCH. d
PREVENT SETTLING ROOTBALLS 7. ROOTBALLS GREATER THAN 24" 1. TOP OF SHRUB TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2"
SMALLER THAN 24" IN DIA. MAY DIAMETER SHALL BE PLACED ON HIGH WITH SOIL SIGH wlrH solL MouNDINC uP To rHE roP of RooreALL. 7 ALL PROPOSED TREES WITHIN SIGHT TRIANGLES TO BE LIMBED UP TO CLEAR 51GHT OBSTRUCTION.
SIT ON COMPACTED EARTH. MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS 2. WHEN USED IN I WHEN USED IN MASSES- PRUNE ALL SHRUBS TO
SMALLER THAN 24" IN DIA. MAY 9. UNDISTURBED SUBSOIL ACHIEVE A UNIFI SIT ON COMPACTED EARTH. ACHIEVE A UNIFORM MASS HEIGHT ~ / 8. ALL PLANTING PER TOWN OF TROUTMAN UNIFIED DEVELOPMENT ORDINANCE. Q;
10. PREPARE PLANTING SOIL AS SPECIFIED. 8. UNDISTURBED SUBSOIL 3. 4" MINIMUM OF ~ O 4" MINIMUM OF TRIPLE SHREDDED HARDWOOD MULCH Z
11. STAKE SIZE SHALL BE ONE SIZE ~ BEST FACE OF SHRUB/ COMPACTED OR GOMPACTED OR AS SPECIFIED. Z
HIGHER THAN REQUIRED FOR SIZE 1 9. 3" HIGH SOIL BERM TO HOLD WATER. GROUNDCOVER TO FACE EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER
o OF TREE. REFER TO SITEWORK FRONT OF PLANTING BED. 4. EXCAVATE ENTIF 10. TREE WRAP + + BED. F SPECIFICATIONS FOR APPROVED 2 3ED.
_ ~ MATERIALS AND INSTALLATION 11. CUT BACK SLOPE TO PROVIDE A FLAT REFER TO PLANT + + T 5. 4" MINIMUM OF 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE Descri tion of Area from FGMIMattin Optimal Mature LBI1000 Maintenance and Soil
w REQUIREMENTS. GUY AS SURFACE FOR PLANTING. SCHEDULE FOR SPACING = NECESSARY IN EXTREME WIND 3 + + + + (SEE GRADING P p Pennington Seed Specification g Planting LBIAcre ;SEE GRADING PLAN). Planting Plan Legend Required Height SF Amendments
Dates
a CONDITIONS WITH #10 GAUGE WIRE. 1O NOTES: ~ 11 - 6. PREPARED PLAN W 1 NOTES: PLAN GROUND- COVEF PREPARED PLANTING SOIL AS SPECIFIED. NOTE; WHEN Per SWPPP K GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE Ground Cover Transitional Zone Native Short Grass Mixture (See Seed Mix this detail) 4115 to 6115 2-3 Ft 20 0.5 Refer to Specification 02370 & 02900 ~
A. FINAL TREE STAKING DETAILS = = A. FINAL TREE STAKING DETAILS BED TO BE AMEI 3ED TO BE AMENDED WITH PLANTING SOIL MIX AS Site Maps W
~ 2 AND PLACEMENT TO BE APPROVED 4 -I = ~ AND PLACEMENT TO BE SPECIFIED. SPECIFIED. Southeast Native Reclaim Mixture (See Seed Mix this Per SWPPP ~ Native Grass Seed Mix 4115 to 6115 3-5 Ft 35 0.8 Refer to Specification 02370 & 02900 ~ ~
Yr BY OWNER. _ APPROVED BY OWNER. z= 6 9 - I i- 7. SCARIFY ROOTBi SCARIFY ROOTBALL SIDES AND BOTTOM. detail) Site Maps Z r W° ° r
3 - B. REMOVE BURLAP, WIRE AND B. SET TREE AT ORIGINAL DEPTH. - Per SWPPP 8125 to 10131 & ~ CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR Seeded Lawn (max slope 3.1:1) Kentucky 31 Tall Fescue 250 5-6 Refer to Specification 02370 & 02900 V rn m
~ REMOVE BURLAP, WIRE AND STRAPS o _ - STRAPS (ANYTHING THAT 8. CUT BACK SLOP W 4 ANYTHING THAT COULD GIRDLE TREE - 5 COULD GIRDLE TREE OR PLANTING. PLANTING. _ _ Slte Maps 2115 to 6115 rf1-11, °o
J 7 ( RESTRICT ROOT GROWTH ON OR RESTRICT ROOT GROWTH) ON - ) Z ~ NOD Hulled Common Bermuda Per SWPPP 511 to 8125 60 1-2 Refer to S ecification 02370 & 02900 o z ' N p ~ ~N~
5 UPPER 1 3 OF ROOTBALL. - - UPPER 1/3 OF ROOTBALL. / - - , 6 Site Maps Z ~ D: ~ z
' R`'° - C. SEE LANDSCAPE NOTES FOR 8 1 2 3 - - - - - C. SEE LANDSCAPE NOTES FOR THE - 200 (Fescue) 0 ~ ~ o ~ ~ 3 4 5 Out of season mix in: Annual Rye Grass with Fescue above 1111 to 411 5-6 Refer to Specification 02370 & 02900 ~ z rn Z z
_ _ - - - THE TYPE OF MULCH MATERIAL - - TYPE OF MULCH MATERIAL TO USE. - - TO USE. 50 Re L ~ o oGa (Y) ~ w~ ~
- - - - D. PRUNE TREE AS DIRECTED BY g o - Per SWPPP Z ~ ~ ~ ~ Temporary Stabilization Browntop Millet Site Ma s 4115 to 8131 25 0.5 Refer to Specification 02370 & 02900 Q o 0 ~ ~ 0
10 - - - --i LANDSCAPE ARCHITECT 1 ~ D. PRUNE TREE AS DIRECTED BY _ - - - - TYP. 8 LANDSCAPE ARCHITECT. _ - p rn o ~ Per SWPPP ~ o ~
Rye Grain 911 to 4114 25 0.5 Refer to Specification 02370 & 02900 F ~ Site Maps x
I ~ III-III-I - E. BRANCHING HEIGHT TO ANSI 260,1 E. BRANCHING HEIGHT TO ANSI i - 11 STANDARDS PER PLANS AND NOTES. ~ w GENERAL NOTES: J
8 260,1 STANDARDS PER PLANS 12' ~ - 0
TYP. F. IF SITE CONDITIONS REQUIRE AND NOTES. - - 9 GUYING OF THE TREE, FASTEN #10 ~ ~ = _ - 1. SEEDING SHALL BE USED FOR PERMANENT STABILIZATION AND CAN BE USED FOR TEMPORARY STABILIZATION. DISTURBED AREAS OF THE SITE WHERE
SECTION GUY WIRE TO STRONGEST TRUNK AT SECTION - - _ _ CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS (OR MORE FREQUENT IF REQUIRED BY THE STATE NPDES PERMIT) SHALL BE
THE CENTER OF THE MULTI-TRUNK - - TREE. - - I i„i - ~ ~ STABILIZED. M - I i ~ ~ 2. TEMPORARY STABILIZATION ALONE SHALL ONLY BE USED ON SLOPES OR LAWN AREAS THAT ARE "TEMPORARY" IN NATURE AND ARE NOT TO FINAL Southeast Native Reclaim Mixture: Native Short Grass Mixture. ~
_II - U _ GRADE. FOR THESE AREAS SEED WITH THE TEMPORARY STABILIZATION SHOWN IN THE TABLE AND WATER AS NEEDED TO ESTABLISH TEMPORARY w
. - I III-III-I C COVER. Dates: April 15 to August 31 Dates: April 15 to Augusf 31 ~
crnTlnnl d 7 6 z nrnu AAirur menu i~Annu niAii nr rrrAni iri irn ui Aii IIAInA Vrn Anrer nu rirr er nArniirn nu nir i AunrnAnr ni AAI nir rniinunun AnrAr n
JCU I IUIN J. rLRIV1M1VL1V1 31MOILILMHUIV 3r1RLL ?L L3IR0LI3r1LU IN HLL UIVrMVLU MRLA3 UIV-JIIL A3 r1111U11LU UN Mr- LHIVU.]LRrL rLh11V. Ir1L rULLUMNU MRLAU w% Inalangrass Lb"/o blue rescue
' TREE PLANTING ON SLOPE 2 TYP. ARE IDENTIFIED: GROUND COVER TRANSITIONAL ZONE, NATIVE GRASS SEED MIX, SEEDED LAWN, MULCH, AND WET PONDS. 17% Little Bluestem 3% Broom Sedge 4. SEED MIXTURES FOR PERMANENT STABILIZATION AREAS THAT REQUIRE THE ESTABLISHMENT OF PERMANENT VEGETATION ARE SHOWN IN THE TABLE.
N.T.S. MULTI-TRUNK TREE PLANTING 1111 5. SOIL SAMPLES SHALL BE TAKEN AT MULTIPLE AREAS ON-SITE PRIOR TO PLANTING TO CONFIRM PROPER SOIL AMENDMENTS. 18% Switchgrass 30% Little Bluestem (Camper)
XX SHRUB GROUN COVER PLANTING N.T.S. 'CANTING ON SLOPE 6. ALL SEED AND SOIL AMENDMENTS SHALL BE APPLIED HYDRAULICALLY. CONTRACTOR SHALL BE DILIGENT TO MAINTAIN THE QUALITY OF THE HYDROSEED 12% Big Bluestem 15% Side Oats Grama XX J
N.T.S. APPLICATIONS THROUGHOUT THE ENTIRE COURSE OF CONSTRUCTION. 8% Weeping Lovegrass 15% Blue Grama 7. SEE SPECIFICATION ABOVE FOR SEED BED PREPARATION, SOIL AMENDMENT, FERTILIZER, SEED STANDARDS, AND OTHER SPECIFICATIONS RELATING TO 10% Browntop Millet 2% June Grass Q
107/03/08 MLT TRNK PLNT 07/03/08 TR PLNTG SLP v 105/30/08 HRB PLNTG SL SEEDING. o o N 8. ALL SEED PRODUCTS AND LIQUID LIME SHALL BE FROM PENNINGTON SEED, INC. 5 /o Annual Rye Grass 5 /o Annual Rye Grass
5% Browntop Millet W 9. FOR RECLAIM MIXTURES, TEMPORARY SEED SHALL NOT CONSIST OF MORE THAN 5.25 LBS/ACRE.
LANDSCAPE REQUIREMENTS - WAL-MART/ LOT #11 LANDSCAPE REQUIREMENTS - LOT #5 LANDSCAPE REQUIREMENT! , 10. THE NATIVE MIXTURES CAN BE SEEDED YEAR ROUND WITH THE VARIATION IN BROWNTOP MILLET AND RYE GRAIN. MOST OF THE SEED IS VERY HARD 0 EMENT - L T#9 AND SHOULD OVERWINTER WELL AND GERMINATE WHEN SOIL TEMPERATURES ARE ABOVE 60-65 DEGREES F. Dates: September 1 to April 14 Dates: September 1 to April 14 Q
11. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ESTABLISH PERMANENT AND FINAL STABILIZATION ON THE ENTIRE SITE. THIS MAY REQUIRE WATERING, 30% Indiangrass 25% Blue Fescue
AREA TO BE CODE REQUIREMENT LINEAR FEET CODE AREA TO BE CODE REQUIREMENT LINEAR FEET CODE AREA TO BE CODE REQUIREMENT LINEAR FEET CODE MOWING, RAKING, AND RE-SEEDING UNTIL PERMANENT STABILIZATION IS ESTABLISHED. 17/o o Lytle Bluestem 3/o o Broom Sedge Z
LANDSCAPED OF FRONTAGE SECTION LANDSCAPED OF FRONTAGE SECTION LANDSCAPED OF FRONTAGE 12. IN AREAS WHERE TEMPORARY STABILIZATION IS PART OF THE SEED MIXTURE OR HAS BEEN SOWN AS A BLENDED MIX, THE TEMPORARY GRASS SHALL o o Q SECTION BE MOWED DOWN TO 8" IN AREAS WHERE PERMANENT VEGETATION HAS NOT BEEN ESTABLISHED TO NOT "CHOKE" OUT THE PERMANENT VEGETATION 18/o Switchgrass 30% Little Bluestem (Camper)
MIN. BUFFER WIDTH IS 5'. MIN. BUFFER WIDTH IS 5'. MIN. BUFFER WIDTH IS 5'. ESTABLISHMENT. 12% Big Bluestem 15% Side Oats Grama U) 13. IF THE CONTRACTOR ALLOWS TEMPORARY STABILIZATION TO "CHOKE" OUT THE PERMANENT STABILIZATION THE CONTRACTOR SHALL MOW AND RAKE THE 8% Weeping Lovegrass 15% Blue Grama W
TEMPORARY STABILIZATION TO A POINT WHERE PERMANENT STABILIZATION CAN BE OVER-SEEDED WITH AN OPTIMAL LEVEL OF SUCCESS. 10% Rye Grain 2% June Grass 0 1-
TYPE B SEMI-OPAQUE SCREEN WITH MIN HT OF 3'. 7.2.2 TYPE B SEMI-OPAQUE SCREEN WITH MIN HT OF 3'. 7.2.2 TYPE B SEMI-OPAQUE SCREEN WITH MIN HT OF 3'. 7.2.2 14. BROWNTOP MILLET SHOULD ONLY BE USED AS A TEMPORARY SEED AND NOT MIXED WITH PERMANENT SEED FOR SEEDED LAWNS. 5% Annual Rye Grass 5% Annual Rye Grass 0
PARKING LOT 1190 LF PARKING LOT 1275 LF PARKING LOT 480 LF 15. NATIVE SEED MIXTURES SHALL BE PRE-MIXED BY THE SEEDING SUPPLIER IN 20 LB. OR 35 LB. BAGS. 16. CONTRACTOR SHALL RETAIN EMPTY SEED BAGS ON-SITE FOR VERIFICATION BY THE OWNER AND THE CEC THAT THE CORRECT SEED OR SEED MIXTURE 5% Rye Grain Z
PERIMETER MIN. HT OF TYPE B BUFFER AREA ADJACENT TO STREET PERIMETER MIN. HT OF TYPE B BUFFER AREA ADJACENT TO STREET PERIMETER MIN. HT OF TYPE B BUFFER AREA ADJACENT TO STREET :NT TO STREET WAS USED.
ROW IS 2'. ROW IS 2'. ROW IS 2'. W
DECIDUOUS AND EVERGREEN TREES SHALL OBTAIN A DECIDUOUS AND EVERGREEN TREES SHALL OBTAIN A SCREENING IS MET THROUGH THE USE OF RETAINING W RETAINING WALL. Q
HEIGHT AT MATURITY OF NO LESS THAN 20' AND HAVE NO HEIGHT AT MATURITY OF NO LESS THAN 20' AND HAVE NO BUILDING AND PARKING ON THIS LOT IS LOCATED AT TF ,OCATEDATTHE LANDSCAPE PLANT LIT U
UNOBSTRUCTED OPENINGS WIDER THAN 20' BETWEEN TREE UNOBSTRUCTED OPENINGS WIDER THAN 20' BETWEEN TREE BOTTOM ELEVATION OF A RETAINING WALL APPROX. 10 LL APPROX. 10' IN SPECIFICATIONS U)
CANOPIES. CANOPIES. HEIGHT. TYPE TOTALS SYMBOL BOTANICAL NAME COMMON NAME
CALIPER HEIGHT SPREAD ROOT OTHER P 0 41 AR cer ru rum 'October Glory' October Glory Red Maple 2112" 12-14' B&B STRONG LEADER,MATCHED Z
SHRUB PLANTINGS SHALL HAVE NO UNOBSTRUCTED SHRUB PLANTINGS SHALL HAVE NO UNOBSTRUCTED LARGE MATURING 29 ARR Acer rubrum'Red Sunset' Red Sunset Red Maple 2112" 12-14' B&B STRONG LEADER MATCHED
OPENINGS WIDER THAN 4'. AT LEAST 75% OF THE SHRUBS OPENINGS WIDER THAN 4'. AT LEAST 75% OF THE SHRUBS TREES WILLOW OAK 2112" w Q gg QP Quercus phellos 12-14' B&B STRONG LEADER MATCHED _j
SHALL BE EVERGREEN. SHALL BE EVERGREEN. 67 CJ Cryptomeriajaponica'Yoshino' YOSHINO CRYPTOMERIA 21/2" 6'-8' 6-7 B&B STRONG LEADER ~ J EVERGREEN TREES ~ 36 TP Thuja plicata'Green Giant' GREEN GIANT ARBORVITAE 21/2" 7'-9' 6-7 B&B STRONG LEADER
MINIMUM OF 1 CANOPY TREE WITHIN 60' OF EVERY PARKING 824 MINIMUM OF 1 CANOPY TREE WITHIN 60' OF EVERY PARKING 166 MINIMUM OF 1 CANOPY TREE WITHIN 60' OF EVERY PAR OF EVERY PARKING 69 SMALL MATURING 14 LIC Lagerstroemia indica 'Carolina Beauty' Carolina Beauty Crape Myrtle 1 1/2" 6'-8' B&B MULTI-STEM, 5 TRUNKS DESIGNED BY: BRRITCM
ARKING TYPE C LOT SPACE. PARKING 723 TYPE PARKING C LOT SPACE. PARKING 723 TYPE PARKING C LOT SPACE. PARKING TREES 4 LIN Lagerstroemia indica Natchez Natchez Crape Myrtle 1 1/2" 6'-8' B&B MULTI-STEM, 5 TRUNKS DRAWN BY: TCM 7.2.3 6 LIS Lagerstroemia indica'Muskogee' (Single Stem) Single-Stem Muskogee Crape Myrtle 12-14" B&B STRONG LEADER, BRANCHING AT 6 'HT. SPACES 465 AG Abelia x grandiflora 'Edward Goucher' EDWARD GOUCHER ABELIA 24" - 36" 7 GAL MATCHED, MULTI-STEMS CHECKED BY: MAE
CANOPY SPACES CANOPY SPACES CANOPY
717 ICB Ilex cornuta'Burfordii nana' DWARF BURFORD HOLLY 24° - 36" CONT. SPACE AS SHOWN 48 ICC Ilex cornuta'Carissa' CARISSA HOLLY 12" -18" CONT. SPACE AS SHOWN Q DATE:
01-19-10
SCREEN FROM ABUTTING PROPERTY AND PUBLIC VIEW SCREEN FROM ABUTTING PROPERTY AND PUBLIC VIEW SCREEN FROM ABUTTING PROPERTY AND PUBLIC VIEV JD PUBLIC VIEW EVERGREEN SHRUBS 12 IVN Ilex vomitoria'Nana' DWARF YAUPON HOLLY 12"-18" CONT. SPACE AS SHOWN SHALL FORM A 11 IB Ilex x'Emily Bruner' EMILY BRUNER HOLLY 6'-8' B&B MATCHED PROJECT#: 018426001
SCREENING FROM A PUBLIC STREET. LANDSCAPING SHALL FORM A SCREENING FROM A PUBLIC STREET. LANDSCAPING SHALL FORM A SCREENING FROM A PUBLIC STREET. LANDSCAPING SHALL FORM i E GROWTH 65 LC Loropetalum chinensis rubrum'Ruby' LOROPETALUM'RUBY' 24"-36" 3-GAL. SPACE AS SHOWN .
DUMPSTERS CONTINUOUS TIGHT SCREEN AT MATURE GROWTH. DUMPSTERS CONTINUOUS TIGHT SCREEN AT MATURE GROWTH. DUMPSTERS CONTINUOUS TIGHT SCREEN AT MATURE GROWTH. DECIDUOUS SHRUBS 238 SB Spiraea x bumalda'Anthony Waterer' ANTHONY WATERER SPIREA 24" - 36° 3 GAL. SPACE AS SHOWN 7.2.5 24 HC Hemerocallis'HappV Returns' HAPPY RETURNS DAYLILY 12"-18" 1-GAL. SPACE 18" O.C.
i SERVICE 7'2'5 SERVICE 7'2'5 SERVICE 1900 JH Juni erus horizontalis'Blue Chip' BLUE CHIP JUNIPER 24" - 36" 7 GAL. SPACE 3' O.C. -24
ENTRANCES, ENTRANCES, ENTRANCES, OADING DOCKS LOADING DOCKS LOADING DOCKS GROUNDCOVERS 1240 LS Liriope spicata CREEPING LIRIOPE 12"-18" 1-GAL. SPACE 12" 0. C.
800 VH Verbena 'Homestead Purple' HOMESTEAD PURPLE VERBENA 18"-24" 1-GAL. SPACE 18" O.C.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 17 18 17 18 19 20
WET P ND PLANT LI T
WET POND GRADING & PLANTING NOTES:
1. ALL PLANTING PROCEDURES SHALL BE DONE IN ACCORDANCE WITH NCDENR STANDARDS. SPECIFICATIONS Kimle -Horn A
2. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTIONS, MAINTENANCE, AND EQUIPMENT. TYPE QTY. KEY BOTANICAL NAME COMMON NAME ROOT SPACING OTHER and Associates Inc
3. ALL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUDE THE DATES AND TYPES OF WORK PERFORMED AS U NC LICENSE ~F-0102 1 258 CO Cornus amomum Silky Dogwood 5G 5' O.C. 1919 SOUTH BOULEVARD
~ WELL AS WHO PERFORMED THE WORK. 4. DEVELOPMENTAL PHASE MAINTENANCE EXTENDS THROUGH 2 TO 5 GROWING SEASONS. SUITE 100
5. INFERTILE SOILS SHOULD BE AMENDED BEFORE INSTALLATIONAND THEN FERTILIZED PERIODICALLY THEREAFTER. PERMANENT POOL ELEVATION: °y 6. ACCEPTABLE FERTILIZERS CAN BE: MINERAL, ORGANIC (MANURE), COMPOST OR GREEN CROPS. POND 1: 867 'y' 1 242 IG Ilex glabra Inkberry 5G 5' O.C. CHARLOTTE, NORTH CAROLINA 28203 PHONE: [phone] SHALLOW LAND FAX: [phone]
° 7. WEEDING IS OFTEN NECESSARY IN THE FIRST GROWING SEASON, PARTICULARLY IF HERBACEOUS GRASSES AERATE-COMPETING THE PLANTS 49 IVS Itea virginica Sweetspire 5G 5' O.C. c solo
YOUNG WOODY VEGETATION GROWTH. GRASS SHOULD BE REMOVED TO ABOUT 6" ON ALL SIDES OF THE SOIL BIOENGINEERING POND 2: 872 234 RP Rosa palustris Swamp Rose 5G 5' O.C.
m ELEMENT. THE NEED FOR WEEDING MAY BE LARGELY ELIMINATED BY MINIMIZING THE AMOUNT OF SEED USED FOR TEMPORARY E EROSION CONTROL. ~ 148 VC Vaccinium crassifolium Creeping Blueberry 5G 5' O.C.
N 8. SOILS SHOULD BE LOOSENED TO A DEPTH OF 6". HARD SOILS MAY REQUIRE DISKING. Q
,B 9. WHENEVER POSSIBLE, TOPSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10"AND LIGHTLY COMPACTED TO A MINIMUM THICKNESS OF 6". _ „ 1008 CL Canna spp. Canna Lily 1G 24" O.C. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS B
i 10. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TOMID-JUNE SO THAT THE PLANTS WILL HAVE AFULL - 6 MAX o GROWING SEASON TO BUILD THE ROOT RESERVES NEEDED TO SURVIVE THE WINTER. 360 IV Iris versicolor Blue Fla Iris 1G 18" O.C. FROM EARLY APRIL TOMID-JUNE. CONTRACTOR SHALL SHALLOW WATER g ACQUIRE PLANTS FROM A REGIONAL NURSERY, SUCH AS
0 11. POST-NURSERY CARE OF PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEEN DELIVERY OF THE PLANTS AND THEIR INSTILLATION a BECAUSE THEY ARE PRONE TO DESICCATION. THE STOCK SHOULD BE FREQUENTLY WATERED, FERTILIZED AND SHADED. PLANTS 610 JE Juncus effusus Soft Rush BR 12" O.C. COASTAL PLAIN CONSERVATION NURSERY, INC. PLANTS
~ 12. A WET HYDROSEED MIX OR OTHER METHOD SHOULD BE USED TO ESTABLISH VEGETATIVE COVER IN THE POND WITHIN 14 DAYS OF Lizard Tail SHALL NOT BE HARVESTED FROM WILD POPULATIONS. 1800 SC Saururus cernuus BR 12 O.C.
CONSTRUCTION. FOR RAPID GERMINATION, SCARIFY THE SOIL TO AHALF-INCH PRIOR TO HYDROSEEDING.
13. SEE EROSION AND SEDIMENTATION CONTROL DETAIL SHEETS FOR DESIGN INFORMATION FOR THE CONTROL STRUCTURE, OUTFACE 0
~ PIPE, AND RIPRAP APRONS. 0
~ SEEDING INSTALLATION: ~°•1 5' SHALLOW WATER PLANTS, TYP. 5' SHALLOW LAND PLANTS, TYP. STABILIZE SLOF ABILIZE SLOPES WITH GRASS
A. SEED BED PREPARATION SEED PER NCD 14. NEWLY GRADED SUBGRADES ED PER NCDENR STANDARDS C !~~l1111i1l1//!
- DO NOT PLACE TOPSOIL UNTIL SUBGRADE HAS BEEN APPROVED IN ACCORDANCE WITH SECTION 02300.
- BEFORE PLACING TOPSOIL, RAKE SUBSOIL SURFACE CLEAR OF STONES, DEBRIS, AND ROOTS. DISK, DRAG, HARROW, OR HAND 1 O' VEGETATED SHELF @ 10:1 ~ m'~85~
RAKE SUBGRADE TO DEPTH OF 4 INCHES AND REMOVE STONES LARGER THAN 1-1 /2 INCHES TO PROVIDE BOND FOR TOPSOIL. - SPREAD TOPSOIL TO A DEPTH OF 41NCHES BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER LIGHT ROLLING WITH ERNMX-126 HYDROSEED ..e~ .-v. a
AND NATURAL SETTLEMENT. ADJUST DEPTH OF TOPSOIL IN AREAS ADJACENT TO PAVED SURFACES OR CURBS TO ALLOW FOR SAL
THE PLACEMENT OF SOD OR SEED. 15. UNCHANGED SUBGRADES: IF AREAS TO BE SEEDED ARE UNALTERED OR UNDISTURBED BY EXCAVATING, GRADING, OR SURFACE-SOIL TYPICAL WET POND VEG ETATED SHELF SECTION o
STRIPPING OPERATIONS, PREPARE SURFACE AS FOLLOWS: ° ~Gf ~1~~ m 44~
- REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL. A'.T.~+, f~ ~
DISK, DRAG, OR HARROW SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. 1~1 1 ~7 - REMOVE STONES LARGER THAT 1-1/21NCH IN ANY DIMENSION AND STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. 01 SHALLOW LAND PLANT O6 EARTHEN SAUCER ~'~f~! f a.l l11\\~~ I1 p ~.t4~lo
LEGALLY DISPOSE OF WASTE MATERIAL, INCLUDING GRASS, VEGETATION, AND TURF.
16. INCORPORATE SOIL AMENDMENTS AND COMMERCIAL FERTILIZER INTO THE TOP 4 INCHES OF TOPSOIL TO ACHIEVE THE SPECIFIED o2 SHALLOW WATER PLANT 0 EXCAVATE PIT TO 2 TIMES THE WIDTH OF TOPSOIL REQUIREMENTS. TILL SOIL TO A HOMOGENOUS MIXTURE OF FINE TEXTURE. ROOTBALL. SCARIFY SIDES OF PIT SO
17. GRADE AREAS TO FINISH GRADES, FILLING AS NEEDED OR REMOVING SURPLUS TOPSOIL. FLOATAREAS TO SMOOTH, UNIFORM GRADE O WETLAND SEED MIX ('ERNMX-126' OR APPROVED THAT SIDES ARE NOT SMOOTH/GLAZED. PERMIT SET
AS INDICATED ON THE DRAWINGS. AREAS SHALL SLOPE TO DRAIN. EQUAL-SEE DESCRIPTION THIS SHEET) g BACKFILL WITH SOIL PER SPECIFICATIONS 18. WHERE NO GRADES ARE SHOWN, AREAS SHALL HAVE A SMOOTH AND CONTINUAL GRADE BETWEEN EXISTING OR FIXED CONTROLS, 0 VE ETATED H E LF E E D
O 6" DEPTH TILLED/AMENDED SOIL PER SUCH AS WALKS, CURBS, CATCH BASIN, STEPS, OR BUILDINGS. ROLL, SCARIFY, RAKE, AND LEVEL AS NECESSARY TO OBTAIN TRUE, SPECIFICATIONS. F EEDIN
EVEN LAWN SURFACES. FINISH GRADES SHALL MEET APPROVAL OF OWNER BEFORE GRASS SEED IS SOWN OR SOD IS PLACED. 0 LARGER B&B MATERIAL: -
19. SEED BEDS SHALL BE PERMITTED TO SETTLE OR SHALL BE FIRMED BY ROLLING BEFORE SEEDING BEGINS. 5 ROOT BALL -REMOVE TOP 2/3 OF WIRE ROOT BALL LOW MAINTENANCE GRASS & GRASS LIKE SPECIES MIX: ERNMX-126 20. THE SURFACE OF THE SOIL SHOULD BE LOOSENED JUST BEFORE BROADCASTING THE SEED. SEED SHOULD BE APPLIED EVENLY BY BASKET OR ROOTBALL STRAPS. REMOVE Species Rate (Ib/acre) iNMX-126
THE MOST CONVENIENT METHOD AVAILABLE FOR THE TYPE OF SEED TO BE USED AND THE LOCATION OF THE TEMPORARY SEEDING. -IN SANDY /WELL DRAINED SOIL CONDITIONS: ALL SYNTHETIC STRAP MATERIAL FROM Rate (Ib/acre)
TYPICALLY APPLICATION METHODS INCLUDE BUT ARE NOT LIMITED TO CYCLONE SEEDERS, ROTARY SPREADERS, DROP SPREADERS SET TOP SURFACE ELEVATION OF ROOTBALL ENTIRE ROOTBALL 20.0% Agrostis albs Redtop 20 BROADCAST SPREADERS, HAND SPREADERS, CULTIPACKER SEEDER, AND HYDRO-SEEDERS. COVER APPLIED SEED BY RAKING OR FLUSH WITH FINAL EXISTING GRADE. 20.0% Agrostis stolonifera Creeping Bentgrass 20 E
DRAGGING A CHAIN, AND THEN TIGHTLY FIRM THE AREA WITH A ROLLER OR CULTIPACKER. DO NOT ROLL SEED THAT IS APPLIED WITH -REMOVE TOP 1/3 OF BURLAP ROOT 20.0% Carex vulpinoidea Fox Sedge
AHYDRO-SEEDERANDHYbRO-MULCH. -IN HEAVY CLAY /POORLY DRAINED SOIL BALL COVERING. REMOVE ALL SYNTHETIC 20.0% Elymus virginicus Virginia Wild Rye
MULCHING CONDITIONS: SET TOP SURFACE ELEVATION OF COVERING FROM ENTIRE ROOTBALL 20.0% Puccinellia distans Alkali Grass 21. ALL PERMANENT SEEDED AREAS SHOULD BE COVERED WITH MULCH IMMEDIATELY UPON COMPLETION OF THE SEEDING APPLICATION ROOTBALL 1/4 - 1 /3 OF ROOTBALL ABOVE
FINAL EXISTING GRADE. 10 CONTAINER GROWN MATERIAL: REMOVE Planting Dates TO RETAIN SOIL MOISTURE AND REDUCE EROSION DURING ESTABLISHMENT OF VEGETATION. ENTIRE CONTAINER FROM AROUND PLANT 4 15-6 15: add Brownto Millet as cover at 20-25 Ibs ac Ibs/ac
22. THE MULCH SHOULD BE APPLIED EVENLY IN SUCH A MANNER THAT IT PROVIDES A MINIMUM OF 75°k COVERAGE. TYPICAL MULCH 0 AND SCARIFY PRIOR TO PLANTING. ~ ~ p APPLICATIONS INCLUDE STRAW, WOOD CHIPS, BARK, WOOD FIBER, AND HYDROMULCHES. 1115-415 add Rye Grain as cover at 20-25 Ibs~ac ~c
23. THE MOST COMMONLY ACCEPTED MULCH USED IN CONJUNCTION WITH PERMANENT SEEDING IS SMALL GRAIN STRAW. THIS STRAW 0 11 PLACE ROOTBALL ON SOLID SUBGRADE, For other dates: 615-9~1: Browntop Millet at 25 Ibs~ac bs/ac
SHOULD BE DRY AND FREE FROM MOLD DAMAGE AND NOXIOUS WEEDS. NOT LOOSE BACKFILL MATERIAL 9/1-4/15: Rye Grain at 25 Ibs/ac c
24. THE STRAW MAY NEED TO BE ANCHORED WITH NETTING OR ASPHALT EMULSIONS TO PREVENT IT FROM BEING BLOWN OR WASHED OO AWAY. THE STRAW MULCH MAY BE APPLIED BY HAND OR MACHINE AT THE RATE 2 TONS PER ACRE (90 POUNDS PER 1000 SQUARE 12 UNDISTURBED SUBGRADE 2 Application: Hydroseed.
FEET). FREQUENT INSPECTIONS ARE NECESSARY TO CHECK THAT CONDITIONS FOR GROWTH ARE GOOD. 7 F
RE-SEEDING Maintenance 25. INSPECT PERMANENTLY SEEDEDAREAS FOR FAILURE, MAKE NECESSARY REPAIRS AND RE-SEED OR OVERSEED WITHIN THE SAME 3 Refertilize if growth is not fully adequate. Reseed,
GROWING SEASON IF POSSIBLE. refertilize and mulch immediately following erosion
26. IF THE GRASS COVER IS SPARSE OR PATCHY, REEVALUATE THE CHOICE OF GRASS AND QUANTITIES OF LIME AND FERTILIZER APPLIED. or other damage. rn
IF THE PERMANENT SEEDING HAS LESS THAN 40% COVER, HAVE THE SOIL TESTED TO DETERMINE ANY ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS. Soil amendments: See seeding specifications z 0
27. FINAL STABILIZATION BY PERMANENT SEEDING OF THE SITE REQUIRES THAT IT BE COVERED BY A 70% COVERAGE RATE. ~ ~G~t';~; N
,r w o:
SHRUB INSTALLATION:
28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK COVERED UNDER THESE PLANS. B
29. ALL PLANT MATERIAL, UNLESS OTHERWISE SPECIFIED, SHALL BE UNIFORMLY BRANCHED AND HAVE A VIGOROUS ROOT SYSTEM. 11 G w Q
0 PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE FROM DEFECTS, DECAY, DISEASES, INSECT PEST EGGS, AND ALL FORMS 5 0 i slopes within 14 working days
OF INFESTATION. ALL PLANT MATERIAL SHALL BE FRESH, FREE FROM TRANSPLANT SHOCKOR VISIBLE WILT. PLANTS DEEMED 11 Note: Ground cover shall be established on exposed slopes within 1 UNHEALTHY WILL BE REJECTED. following completion of any phase of grading.
0 0 Z
30. ALL PLANT MATERIAL SHALL MEET THE MINIMUM SPECIFICATIONS AND STANDARDS DESCRIBED IN THE CURRENT ISSUE OF "THE 10 AMERICAN STANDARD FOR NURSERY STOCK", PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 10
5
31. ALL CONTAINER STOCK SHALL HAVE BEEN PROPAGATED IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED 12 V J
SUFFICIENTLY TO HOLD ITS SOIL. CONTAINER STOCK WITH POORLY DEVELOPED ROOT SYSTEMS WILL NOT BE ACCEPTED. g J
32. PLANTS WILL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE DAMAGE TO THE BARK, BUDS, BRANCHES, STEMS, OR TYPICAL VEGETATED SHELF PLANTING DETAIL H n
OVERALL SHAPE OF THE STOCK. CONTAINER GROWN PLANTS WILL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY HAVE BEEN N.T.~+. GROWN. I~1 1 ~~77 y
W
33. PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL ON SITE SHALL BE STORED AND PROTECTED BY THE CONTRACTOR. OUTSIDE V
STORAGE AREAS WILL BE SHADED AND PROTECTED FROM THE WIND AND SUN. PLANTS STORED ON SITE SHALL BE PROTECTED FROM ANY DRYING AT ALL TIMES BY COVERING THE BALLS OR ROOTS WITH MOIST SAWDUST, WET BURLAP, WOOD CHIPS, SHREDDED BARK,
PEAT MOSS, OR OTHER SIMILAR MULCHING MATERIAL. W~ J r
34. NO SUBSTITUTIONS IN SIZE OR VARIETY OF PLANT MATERIAL SHALL OCCUR WITHOUT THE PRIOR APPROVAL OF THE ENGINEER. U °D O ~ N
U V y Wz
35. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY VARIANCE FROM PLAN. W ~w
36. NO PLANTING IS TO OCCUR WHEN THE SOIL IS FROZEN. I ~ J
Z ~ 0 W ~ w
37. CONTRACTOR IS RESPONSIBLE FOR ANY HERBIVORY PROTECTION NEEDED TO ATTAIN SPECIFIED SURVIVAL RATES. _ o:
PLANTING SEQUENCING Z N Q ~ r
38. HOLES FOR INDIVIDUAL PLANTINGS SHALL BE EXCAVATED TO PRODUCE VERTICAL SIDES AND FLAT BOTTOMS. ALL PLANTING HOLES SHALL HAVE ROUGHED, SCARIFIED SIDES AND BOTTOMS. O
39. APPLY ONE (1) TEN GRAM AGRIFORM FOREST STARTER TABLET OR EQUIVALENT PRODUCT TO EACH PLANTAS PER MANUFACTURER'S y ~ y L y y y y ~ y L y y y y. y y y y y J' _.y y y.. y y y y y y y y... y yo y W ~ y Y y y y y y y y y y Y y y
DIRECTIONS ON LABEL AT TIME OF PLANTING. I y ~ ~ y y, y b ~ y y Y ~ y- y I>) y y y y y y y y y y Y Y y, y y y _ y y y y y b. y"-.y y y y y y y _ y y y.._ y y.., y__. y y y_" y y.._ y y y_. y y' y y ~ y y Y. y y v y y y y y J/ `Y y_ Y.. Y Y y y y y - y V y ,aV ,V y .V y ,Y .V ~ 'V y
~ ~ y y 40. CONTAINERIZED PLANTS SHALL BE SET IN THE PLANTING PIT AT THE PROPER DEPTH ON TAMPED SOIL. SOIL REMOVED FROM THE y y y ~ ° ° ' ° ° y; y. y y y Y._ L y Y y y y y - y Y y Y y Y Y y' y y y y y 'JI y L y v Y y y y y y y y Y .V J;. _ y 'Y y J y Y y y y y ~ y y y y y y y___ y y- y y y y ` 1'
PLANTING PIT AND AMENDED AS PER SPECIFICATIONS SHALL THEN BE FILLED AROUND THE ROOTS AND TAMPED. I ~ y ~ ~ y ~ ~ y ~ y y ~ y ~ y y y y y ~ y y Y ~ y y y y y y Y y y y y _ y y y y y y y y y ~ Y * y 'y y y Y y ~ V y y. y y y y y- y y y _y. _y y y y y ~,.J Y y P
y y y ° . 41. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS TO INDICATED FINAL GRADES IF DISTURBED BY THE INSTALLATION OF SHRUBS. y - y y y y ~ y y y y y y y , y y._ y y y y y ~ C~' y y y~; a ~ y y y 3' y y.. y- y y ~ Z O Y - +V ~V L y y . .v ~ y y y 1.y y_ y y .v y y y LLI y y~ y d y,- y y y y
y y ~ Y Y y y y y y y y , yo ~.y y y y 'y y y y y 3~ y_ _y y . - JI y y y y y ~ y _.v Y y 'Y y _ y y y y U . y Y. Y y y y y y y. y y.. y y y ,._y y y
PROJECT MAINTENANCE AND WARRANTY ~i w ~ ~ ` y y ~ y y y y y . 42. CONTRACTOR SHALL MAINTAIN INSTALLED PLANTS WITHIN THE PROJECT LIMITS UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE ~ y ~ y ~ y ° ~ Y y Y y y y y y y y y y y y y y y y y y J y y Y ~ ~ L y y y y y y y y y y y y y y~ y L y y
c~ y y y , ENGINEER. y ~ y y y ° C L y y, y y y y y y y y L y y y y y y y y y y y •.w y Y~ y y y ~ Y Y y y y y y y y- y y y y ~ Y y y r. y Y y y y
° ~ Y~ Y~ ~ y Y ~ y V 43. FINAL PAYMENT TO THE CONTRACTOR WILL BE AUTHORIZED AFTER ONE (1) YEAR, IF A MINIMUM OF 80 k SURVIVAL OF THE PLANTED y I G y y y _y y _ y._ y y Y Y y y y Y y . L y y y y y y y y y y y y V Y L 'V .V y y y L y y y y y y y y y y
MATERIAL HAS BEEN REACHED WITHIN THE PROJECT LIMITS AS SHOWN ON THIS SHEET. y y y ~ y ~V Y V IG y y g y ~ y _ y y Y y y ~ y y y y y . Y " Y yy y . ~a ' • • • • . ~ y YY y y Y
~ 37 y y~~y Rf 44. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL WET POND PLANT MATERIAL FOR A PERIOD OF TWO YEARS BEGINNING ON y y y y ~ y 37 RP ~ - ~ yy y ~y y y y ~ y y y~ ~ ~ ~ y y y y Y ~ y y I/
y ~ ~ ~ y'b~ y THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE ~ y ~y ,y Z - y y Q y y f~
GUARANTEE PERIOD. PLANT SURVIVAL SHALL BE VERIFIED AT THE END OF YEAR ONE AND AGAIN AT THE END OF YEAR TWO. ~ y y ~ ~ v O •J y y y y 1 ~ y ~ ~ ~ ~y y SC 3 y ~ y y y y ~ y y W y ~ y ~ y ~ y
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0 ` 0 1 00 / W y y Y y y y y y y W- W Y Y y y Y_ y y y y
0 ` ` ` 1 1 y y y y y y y Y y ~ y Y - y y J' y 1: ..~y y.- y y y - y * y y w y -y -y / J ` Y y _ y y.. y y_ Y V
~ Y ` 1 1 1 1 40 40' y y r y v y w y y y y Y y ` Y y y y y y J
Y y Y y ` p y Y ` 1 1 i 1 a Y y r Y Y y Y Y ~ 1 I 1 1 i y y y y y ~.1, - y y y DESIGNED BY:
O y y / y Y y__ y Y y y y BRRITCM m Y ooe 4000, - y DRAWN BY: TCM
Y _y y y Y Y I I I I . Y y Y y Y Y y Y Y Y Y
N BEFORE YOU DIG
WET POND #1 REFER TO LANDSCAPE PLAN WET POND #2 REFER TO LANDSCAPE PLAN t E PLAN
1" = 30' PERMANENT POOL: 867 1" = 30' PERMANENT POOL: 872 04 N STOP CHECKED BY: MAE Q DATE: 01-19-10 CALL 1 800 632-4949
0 00 LOWER ELEV UPPER ELEV LOWER ELEV UPPER ELEV N.C. OT'S THE pWNTER PROJECT#: 018426001
0 SHALLOW WATER AREA 866.5 867 SHALLOW WATER AREA 871.5 872
SHALLOW LAND AREA 867 867.5 SHALLOW LAND AREA 872 872.5 w 0 J
W N
U
Y
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

L J `F J U / U y IV II IL IJ I`F IJ IU I/ IU I/ IU ly LV
~ 6,. .L. 6., 6„ .W. 6,. z o z p m NOTES: O / H } INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. H Y
< ~ ~ ~ ~ STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHEO F- r E RI`/IA 11/' CLR. TYP. z: o ~ A Q Q PERMANENT POOL CONTOUR LINE AND CURUE DIMENSIONS
0 ~ z ~ ~ ° 2 m ~ / ~ a Q F 3 ~ ~ z THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. Q F 3 , O O #4 REBARS ° Z x O o z Q x 0 ~i..iO~pO ~ #4 REBARS ~ o H~OU ~i..i0~0 HOp , o ~ - - ww H o w~aHz Kiml -H rn A e o
Hz~xD ° ~ , OOyxz Hz~xD _ ~a° 0002 f7 9 ~ c ~ ~ ¢z O ~ ~ ~ ¢Z xoyOm i i w a i w o THE PATTERN OF THE wQQv_x xODOm \ _ waQw= y LEVEL SPREADER LIP
~1 D J ~ J ~ / FU O m D 1° m FU O _ ~ ~ao0 ° I I o m ~ I I ~ m ~ KNOCK-OUT ` Q ~ c7 - zp = ¢ °C cs 5 n A oit In a ss c a es, c
c ZH~Om ~i i H i i H Fx~Zij z2~0~ 1.. ~ ~ F2~ZW V a: or I " 1 m 13" I~~ Q PANELS ARE SHOWN ~ rgFwo~ '-'Or tnFwo~ ~ oixz 3 ~ ~ ~ ¢ FOR ILLUSTRATIVE ~ ~ oo~Q oz~z _ ~ ~o'-'Q G~ L5 ~ 9 N9191SOUSH OULEVARD SCALE. FLOW PATH SUITE 100
' ~~D ~ ~ ~ ~ ~ ~ PURPOSES ONLY. Z .Hrr ~ D Z .H¢ CHARLOTTE, NORTH CAROLINA 28203 J PHONE: [phone]
0 ~ #5 REBARS 12" ~ ~ ~ #5 REBARS ~ ' a ~ 0 H ~'e° \ a ~ v o z ~ ~ CENTERS (TYP.a 12"CENTERS : ~ o ? z ~ ~ o ? CONCRETE LEVEL SPREADER 3" LAYER OF X57 STONE EAx: (7oa) ao9-1s1o
- n ~ n L3 C~ S Oc zo~a •OgQ Q10 YEAR - -
PLAN SIDE ~6' SECTION A-A ~ SECTION B-B ~ ~ ELEVATION sloe, F
E ° ~ 'L' + 1'-O" D \ PLAN SIDE _a ~ r o i~ ELEVATION Cj A~A• T~ FILTER FABRIC &
~ B w _ ~ N ~ S'. a 1" MIN. ~ ~ 5/a" l0 ~'~,A~2r 3 LAYER OF X57 B
R1 m o o Z~ ~ CLA.(TYP) x ~ ~ m ~I ~ x d C~z A A off z ~ o J STONE RIP RAP 3' WIDE STRIP OF l1 24"CURB AND 6 FILTER FABRIC
C 1" MIN. o #4 R BARS ~ C ~ W O w L7 w 0 o ~ N r _ o cLA.(TVP~ WAFFLE WALL ISOMETRIC VIEW ~ ~ ~ ~ _m 1aL2" ~ GUTTER
a O N r 4x4 W4xW4 CS J Z u~ 1, p° (3 N r ~ ? + 3 ^ z ~ ¢ a ~ CAST IRON CAST IRON z H x WWF (LAP ,~#5 REBARS @ 12 / ~ H 3 ~ x ELEVATION ELEVATION W
m o p ~ 3 z~ WWF 6' ON ~ CENTERS (HORIZ. ~ ~ 111 O ~ C CO L2 SECTION A-A
D ~ ~ ~ TO REBARS) & VERT.) ~ ~ ~ ~ ~ ¢ ~ z D z ` (USE WITH ? W w N z 1~'" ? H o Opp ~0 4 X4 &LARGER ?~Q ~O ~ ?C1 T T TI P 1 WE DE EN ON OND
c ~ D DRAINAGE STRUCTURES ~ x Q ~ ~ D #6 BAR OR ~ ~ . o ~ n B m a c~ ~ a PERMANENT POOL ELEVATION=867 Q w
~ D p g" 'L' 6" TYPICAL) ~ ? Z p B ~ P/" k8 BAR ? C ~ ~ ~ p z H ? C'1 1" ~a' ~ ~ GALV'D. z H
~ m ~ WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW a a a ~ ~ m 1r" a N m N D 6„ .L, 6.. 6.. .W, 6., ~ N G ? ~ D ~ ~,a" ~m ~ W
_ ~ m~ ~ x~ ~~z N~o ~ ~ of f Ira FILTER STRIP ~ C >,11~11II11/ F w z C A R l°,oi
r C ° 1" MIN. CLR. 1" MIN. CLR. ~ W N ~ PLAN POLYPROPYLENE ~ ~
~ o ° ~ 4x4 W4xW4 z a m o SIDE PLASrIC SIDE z Q X22 l25 ~ `~°t~
C x 4x4 W4xW4 ~ ~ o o WWF (LAP ~ o w W ~ x E oMP sIION PLAN ELEVATION w C ~ o WWF LAP WWF m v. WWF 6" ON- 4 ~p C y i ~ ~ C ( ¢ m TO REBARS) o m a 6° ONTO REBARS) 4 ~ o Q X d p SAL ~tib l24 p
¢ X o. ~ ¢ - 1 M REINFORCING STEEL CZ~~ ?p '
„ > ~ #5 REBARS ~ ° ~ 12" ~ ~ U #5 REBARS 12 12" CENTERS % ~ CENTERS (TYP.) v! TYPICAL) ' ELEVATION NOTE: 3 ? > Cti °iy 'r"~ ~ ~/~tna~~•~°~:
#3 DEFORMED 12" DO NOT USE IN ~o ~~~-a ~~.v~ ~a~ ~~.v ° ~ ' ~ STEEL R00 SANITARY SEWER MANHOLES. N fP~ he I S e ° ,~4'~\ ~ ~~~~p1,T ~~~s ~~A
SHEET 1 OF 2 ~ ~ ' I'' ~ ~ ~ ~ SHEET 1 OF 2 SHEET 1 OF 1 ELEVATION SHEET 1 OF 1 11~ N CHANNEL ///1!f . 111111
840.45 SECTION C-C ~ SECTION D-D ~ SOLID WALL ISOMETRIC VIEW 840.45 840.66 SECTION A-A 840.66 ~ (24 CONCRETE GUTTER) (111 e, ~ u9 v` D ~.19•l0
°m GENERAL NOTES: z vtia O ~ OPENING SHALL BE 'L' DA 'W' + 1'-0" O(p ~ * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REQUIRED F > ~ti ~ U 2' 3'
x~' o STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.11, ~ ~ H4 REBARS QF~ ~ I'-'-¢' NOTES: PERMIT SET
D o 0 840.12, 840.14, 840.15, 840.17, 840.18, 840.19, ~ iv ~ s" CENTERS ~ H o ~ ~ ~ ~',i, (rr, N Hz~xD 840.26, 840.27, 840.28, 840.31, 840.32 AND 840.41. oo~xz 1' (ec' (~~ll~,. ~ N 6„ 1. LEVEL SPREADER MUST BE CONSTRUCTED OF CONCRETE J ~
O O x p ~ * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY ~ w Q Q LL = xmDDm r- H5 BARS AND SHOULD BE 4" HIGHER THAN EXISTING GROUND
zx FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. i @OPENING ~VOC0C7 ii~S 1~,`_ _ i 1 z H ~ r ~ DO NOT PLACE PRECAST DRAINAGE STRUCTURES STEPS Q F w sl ~ ( - x O * i i r Fx z .-.,,r'~ ......~--..811(. .i,11 ~;ij LEVEL SPREADER DowNSLOPE AND ANCHORED INTO rHE solL wlrH AN NDT TO SCALE APPROPRIATELY SIZED FOOTER
SECTION C-C ?H- p o = y Z UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. i #5 BARS 3 xo o ~ ~ I ~ I S~ * ~ J s~j L8 2. THE LIP SHALL BE INSTALLED AT A 0-0.05% GRADE.
' D y D USE 4000 PSI CONCRETE. C i @ OPENING C z I 1 * F- I ~ ~ PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR m H I SCALE; TH P E rH EI r r IP H r H I rI WET DETENTION POND #2: 3. E SLO E 0 E L ER S R S ALL MAC EXS NG GRADE.
00 O GRADE 60 ANO WELOEO WIRE FABRIC CONFORMING TO ASTM A185. ~ C 0? ~ ~°r lEll=~11~9TY ~`~~U( z { n 1 = 8O THE SLOPE SHALL NOT EXCEED 8%.
~ * LIMIT MAXIMUM DEPTH TO TOP DF BOTTOM SLAB FOR WAFFLE WALL I- - - - - - - - - - - - - STRUCTURE TO 10' 0"; LIMIT SOLID WALL STRUCTURE I ~ I ~ ? PERMANENT POOL ELEVATION=872 E
TO 15'-0". I
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH G" 'L' fi" i' (1p~,~,r ~ ~ OSHA STANDARD 1926.704. W I ~ ~_'rl
~ * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE PLAN TOP SLAB ~ C I III('` I"'-'- LINE TABLE CURVE TABLE
_ R1 m REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES ~ ~ LIN E CY z ° ~ rr H O O SO THAT PIPES ENTER THROUGH THE ~ ~ ~ W I ~ LINE LENG~ LINE LENGTH BEARING CURVE LENGTH RADIUS LEVEL SPREADER SUMMARY TABLE
z N H KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH CORNER CUT DETAIL ~ ~ ' - , LO fi LO 66.39 N62'37'45"W CO 0.20 1.00 LEVEL SPREADER Q10 (CFS) LENGTH (FT.) ELEVATION (FT.) DOWNSTREAM COVER MIN. FOREBAY SURFACE AREA (SF)
~ ~ (n THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF SOLID WALL BOX z ~ ~ I ~ ~ ' ~ 11, c~d(I Ei Ic ^.I! o(r'_E a 21 D = WALL IS PROVIDED ABOVE THE HOLE. l ~ F p II I FOR WET POND 1 DRILL 2.5" ORIFICE L2 5 L1 217.25 S62'37'45"E C1 102.62 120.14 L2 52.05 S74'17'14"E C2 6.69 5.00 1 2.56 34.00 863.50 DENSE GRASS N/A
r ~ ~ * ALL ELEMENTS PRECAST TO MEET ASTM C913. B° 'L' OR 'w' 6" Q N z * x ? i FOR WET POND 2 DRILL 3.5" ORIFICE L3 B L3 89.53 N75'34'40"W C3 7.69 5.00
O D D FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE ? W z I L4 3 ~ ~ O OR BRICK IN ACCORDANCE WITH STANDARD 840.25. as REBARS (g Q I m Z o s" CENTERS - ~ ~ a ? i L5 12 L4 30.03 N12'35'02"E C4 7.68 5.00 L5 120.22 N75'26'55"W C5 5.30 5.00 F
N ~ * PROVIDE PRECAST STRUCTURES OVER 4'-O" IN DEPTH WITH 1" CLR I L6 50.90 543'45'55"W C6 8.29 5.00
D ? STEPS AS DIRECTED BY THE ENGINEER. na REBARS ~ = o Z w L6 5 ~ ~ * V.~ ~fi" CENTERS- ' i Z ~"1 p I~ L7 1 R1 O WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CLR ~ ~ Q Q z 0 D AS THE SAME AREA OF STEEL IS PROVIDED. ~ C II L8 20 L7 18.96 S51'15'36"E C7 34.13 172.00 _ N . T. S. 1 LB 202.34 CB 15.35 ,0.00 ~EVE~ SPREADER DETAIL DOWNSTREAM OF POND 1
S43'34'59"E L18 73.97 N48'28'05"E C17 15.15 10.00 N
m N N * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER C Q I L18 7 ~ ~ z BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21 A, PRECAST RISER PLAN PRECAST RISER DETAIL N F w I I ~l ~ ~ , q~,,I~ L1s 14 L19 148.57 S44'45'02"E C18 15.56 10.00 z
'D'' C o AASHTO M-198, TYPE B -BUTYL RUBBER. p J W z L20 2 w fA ~ O * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR ~ ~ Z ~ C7 ' L21 L20 26.42 N46'05'33"E C19 11.85 9.50 0 L21 0.30 N47'43'27"E C20 1fi.26 40.50 fA
v C x DIMENSIONS OF 5'-0" X 5'-0". '0-' w W L22 L22 29.41 N23'45'52"W C21 5.11 9.50 W
~ * THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING C SUBMERGED ORIFICE OUTLET CONFIGURATION L23 m ~ a REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE FIGURE 1 0-4 L24 1i L23 1,16 N00'45'24"W C22 31.21 32.50 d. L24 103.81 N31'35'59°W C23 60.16 152.50 ~ ~ ~ ` ~ ~ _ ~
SIZE WHICHEVER IS GREATER. 6 6 L25 1 L25 11.20 N31'35'59°W C24 49.17 36.50 I ~ ~ ~ ~ ~
* USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. L26 REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW L27 11 L26 20.11 NB6'37'07"W C25 57.43 36.50 ~ , ~ ~ ~ I W L27 114.94 N5630'04"W ~ ~ ? ~ ~ ' ~ _ _ ~ ~ " ~ Q
L28 3 SHEET 2 OF 2 OPTIONAL JOINT DETAILS SHEET 2 OF 2 L28 30.65 S4614'09"W ~ ¦ ~ ` ~ D
840.45 840.45 ¦ ~
i i ? ~ ~ o ? 86 ~ I ~ z
5 I ~
55x13.5 EMERGENCY I -i ~ 12 WIDE ACCESS ,
e ~ ? 8 v RIP RAP SPILLWA ~0 ~ ~ ~ MAXIMUM 15~ SLOPE J
ELEU = 875.0 ~ I '
N ~ ~ J 81 H n
IIww
~ F YI u 18 RCP MAINTENANCE DRAINAGE PIPE WITH W
N f ~ ~ I :.v ~ I V
FOREBAY SPILLWAY LINE WITH CLASS ss ss mss ~ 18 GATE UALUE I ? ~ ~ ° ~ ~
~ "B" RIPRAP ON FILTER FABRIC ~ ~ ss ss ss s- ? INU IN = 866 INU OUT = 861 I i W
1S S1 ll ST Si , , I ~ ~ RIP RAP APRON = 6 In X 13 L X 19 Wo ~ N
x~~ x x z z z z z z z ~~x x z~~ z z z z x ST T ST. ~ i DUCTILE IRON MAINTENANCE ~ _ Gj / 8 ~ Z
k 3Qd 3Qd 3Ud 3Ud 3Dd d 30d 3Dd 3Ud I ~ ~ ~ ~ ~ RAINAGE PIPE WITH 6 GATE UALUE III ~ W
+ ~ 5 I W a ~ 1 = = I S NU IN 867 INU OUT 866 I c,
870 ~ - ~'1~ z ~ ~ I oW
6 DUCTILE IRON MAINTENANCE CONTROL STRUCTURE WITH 24 OUTLET PIPE AND 10 LONG ~ ~ ~
f 0 865 I ~o Z N Q LASS B STONE RIP RAP APRON SEE DETAIL SHEET I
RAINAGE PIPE WITH 6 GATE UALVE / ~ /
NU IN=861 INU OUT=859 ~ DUCTILE IRON MAINTENANCE ~ NU IN = 868 INV OUT = 867
6 /y~ / "V / IP RAP APRON = 6 Win X 13 L x 19 Wout 4
RAINAGE PIPE WITH 6 GATE UALUE ~ 860 ~ ~ ~ ~ _
NV IN=861 INU OUT=859 865 ~ ~ H
WET DETENTION POND 1 Z Q
W
865 Z y
870 I
86 0 f 860 WET DETENTION POND 2
A~, 86 5
K
p~ k 18" RCP MAINTENANCE DRAINAGE PIPE W
t-
~ x x_ ITH 18 GATE UALUE 1 -x F Y PI Y I ITH 0 0 OREBA S LLWA L NE W CLASS Z
I NU IN = 859 INU OUT = 857 ~ Wo o B RIPRAP ON FILTER FABRIC 0 0
1 I ~ ~ ' IP RAP APRON = 6 Win x 13 L x 19 Wout v N~ C ..r
I 8~ 0 Z r ODONOD ,N
- ci r°'.z~U
0 ? ~~Qz 870 0 N o , z
~ ~ P L H a zoQa ti WNW
870 z o~?~
~ 2 WI E AC ESS _ ? ~ Q 0 ~ ~o / N o~
~ ? ~ AXIMUU 15~ SLOPE 875 ~ i 875
• ~ ? 10'x30' EMERGENCY ~ ~ / W ~ X
~ RIP RAP SPILLWAY O J
? ` CONTROL STRUCTURE WITH 24 OUTLE p ? ELEU = 871.50 880 / o~
PIPE AND 10' LONG CLASS B STON 880 ~ i ~ /
a` p ~ / M 885
~ RIP RAP APRON SEE DETAIL SHEET ~ ~ • . ~ I ~ W
INU IN = 867 INU OUT = 864 ~ A X34 LEUEL SPREADER WITH 34 WIDE FILTER,A ~ ~ o
~ ~ ~ 8\ ~ ~ ~ STRIP TO STREAM. FILTER STRIP SLOPE \ 890

• HALL MATCH EXISTING GRADE TO STREAM
895 ~
• Q~ MAX GRADE 8%). NO. TROUTMAN COMMERCIAL WET DETENTION POND #1
TROUTMAN COMMERCIAL WET DETENTION POND #2
J SCALE: V=30'
SCALE: 1 "=30' N Q
NCDOT DRAINAGE STRUCTURE NCDOT DRAINAGE STRUCTURE
NCDOT STD. 840.45 NCDOT STD. 840.45 W 4.0' X 3.0' OPENING Q
5. 10' 10' 5' RIM ELEV. 872.50 4.0' X 3.0' OPENING VARIES VARIES --VEGETATED VARIES -VEGETATED-VARIES I 5. 10' 10' S' RIM ELEV. 875.40
J SHELF SHELF BER VEHICLE ACCESS VARIE a VARIES VAR ES EGETATE VARIES EGETATE VARIES BER /VEHICLE ACCESS SHELF SHELF z
C) OUTLET CONTROL STRUC URE TOP OF BERM OUTLET CONTROL STRUC URE TOP OF BERM Z
11 W (SEE CONTROL STRUCTURE INSERT) TOP OF SPILLWAY (LINE WITH 18" CLASS - "B" RIPRAP ON FILTER FABRIC) _ N (SEE CONTROL STRUCTURE INSERT) TOP OF SPILLWAY (LINE WITH 18" CLASS
m - = -III=III "B" RIPRAP ON FILTER FABRIC) Lu :III III= I I U)
III FOREBAY - - III -Y H I I III - W FOREBAY 25-YR HWL 0 W
10-YR HWL ' - = OUTLET PIPE U - W II _ 10-YR HWL 24" OUTLET PIPE PROPOSED TRASH RACK 2
TEMPORARY POOLS LENGTH = 60' PROPOSED TRASH RACK 3 = = = _ _ = = SLOPE = 5.0% _ TEMPORARY POOLS LENGTH = 77' O
C) PERM. POOL TOP OF WEIR P RM. POOL II- _ _ 1=1 - - ~ I- = - - - - - SLOPE = 1.3% vJ PERM. POOL TOP OF WEIR P RM. POOL = - z
_ _ - Q III ' - /p, = = PROPOSED 1.0' X 6" WEIR = = PROPOSED 3.5' X 1.0' WEIR
EXISTING GROUND I- - I I I III 11=_ _I I I I I I - EXISTING GROUND 0 I I II I I= - =II I~°~ 1= I I I NV. ELEV. = 873.40 7
INV. ELEV. = 870.50 3 - ~ I- I=- I I I I -III ll,
=1 II II 1= ti =1 1= -I I -I I I 1= _ _II II II Q
o II-=_=I II-~ III - E =III=III= - = RIPRAP APRON FOR RIPRAP APRON FOR
PIPE OUTLET PROPOSED 2.5 o - WATER QUALITY ORIFICE II-III-III-II II II = = PROPOSED 3.5 P - - PIPE OUTLET WATER QUALITY ORIFICE
II = _ _ _ - - INV. ELEV. = 872.00 Ill III-III-III-I 11= I I
NEIIE-lr -NV. ELEV. 867.00 24" PROPOSED 24" RCP °o =_1I=III= OUTFALL PIPE INV. ELEV. = 867.00 -III=III=III=1I----- - I w
FOREBAY SPILLWAY (LINE - = PERMANENT I .1 P- FOf III-- _ _ POOL ELEVATION- RISER BOTTOM _ _ - If p P' - ERMANENT a„- _ m 87zw FOREBAY SPILLWAY (LINE - = POOL ELEVATION - ~
WITH MIN. 15" CLASS "B" - - 1" J DEVICE (INVERT OUTFACE PIPE) RIP o RIPRAP ON FILTER FABRIC) CONCRETE ANTIFLOTATION WIT WITH MIN. 15" CLASS "B" III== _ = 1"
d RIPRAP ON FILTER FABRIC) CONCRETE ANTIFLOTATION DEVICE D~ DESIGNED : BY: BRfV I CM PAINT ON STRUCTURE
° DETENTION POND ELEVATIONS 1.0' UNDERCUT & RECONDITION CUTOFF TRENCH "PAINT iPERM STRUCTURE MANENT POOL 1.0' UNDERCUT & RECONDITION VCUTOFF TRENCH "iPERMANENT POOL DRAWN BY: TCM
BOTTOM ELEV. POND = 859.00 SUBGRADE SOIL BENEATH DAM (FILL SECTIONS ONLY) ELEVATION 867.00" ETENTION POND ELEVATIONS SUBGRADE SOIL BENEATH DAM (FILL SECTIONS ONLY) ELEVATION 872.00° CHECKED BY: MAE
N PERM POOL = 867.00 DETENTION PON TYPICAL SECTION BOTTOM ELEV. = E - TEMP POOL = 868.60 1/2" WIDE SOLID BLACK LINE PERM POOL= 872 OTTOM ELEV. = 866.00 TYPICAL SECTION PROPOSED 24" RCP
U TOP OF WEIR = 867.00 0-YR DHWL = 871.60 TEMP POOL = 873 ERM POOL = 872.00 1/2° WIDE SOLID BLACK LINE OUTFACE PIPE Q INV. ELEV. = 868.00 DATE: 01-19-10 EMP POOL = 873.40
25-YR DHWL = 871.97 TOP OF WEIR = 8; 00 OP OF WEIR = 872.00
o SPILLWAY ELEV. = 871.50 10-YR DHWL = 87 0-YR DHWL = 875.26 RISER BOTTOM PROJECT#: 018426001 5-YR DHWL = 875.84 4.0 (INVERT OUTFACE PIPE)
> TOP OF BANK = 873.00 4.0 25-YR DHWL = 87 TROUTMAN COMMERCIAL WET DETENTION POND #1 SPILLWAY ELEV. _ PILLWAY ELEV. . = 8775.00 1
~ _45 ~ TOP OF BANK = 8 Li OP OF BANK 850 TROUTMAN COMMERCIAL WET DETENTION POND 42 4.0'.
NTS CONTROL STRUCTURE NTS CONTROL STRUCTURE
NTS Y NTS
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLE) 1TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

L J `F J U / U y IV II IL i~ i~r i~ iv ii i~ ii i~ iy
~ I ' I
I 1 I s
~ ~ ~ I 1
N n A oit In a ss c a es, c ~ „ ,''f I ~ NC LICENSE ~F-0102
c ~ ? 25 L X 20 W EMERGENCY - ~ ~ I 191s sourH eouLEVARo ? 18 DUCTILE IRON MAINTENANCE PIPE ~ I I sulrE 100
ai v RIP-RAP SPILLWAY ~ cHARLarrE, NaRn~ cARauNA 2s2o3 ~ ' _ ~ ~ I I PHONE: [phone] ELEV. - 874.85 _ I op
0 / N,) I I FAX: [phone]
/ ? ~ ~ ~ 12' WIDE MAINTENANCE ACCESS O 2010
m / ~ o'~_ ~ - 115% MAXIMUM SLOPE
E i , 8~
~i / 5 B
,i . r/ ~ TEMPORARY PDOL ; ' _
0 0 ~ i ~ ELEV. = 873.40 ~ ~ ~ ~ ~ \ I
cv i ? /r r ~
m ~ ~ / TOP OF LITTORAL SHELF . ~ ~ ; \ ,
o EXISTING GRADE 'I ~ ~ ~ ~ ELEV. = 872.50 / ~ - o~ ~ ~ ~ ~ ; ~ , ~ 1 t ~ I 8
0 1 ~ ~ J~~---~ 6~ ~ ,
i rd , , \ ,
EXISTING GRADE , i ~ ~ 5 PERMANENT POOL ~ ~ ~ I 8 , . I
'f \ ~ ~7 411111! ~°°ELEV. = 872.00 . I i C 1i~ ~ i GAS ?,o/
~f
~f i ~ ~o .'d
~f ~ BOTTOM OF LITTORAL SHELF ~ ~ I ~ ~ ~ ~ ~ R1 SAL , ' ,ELEV. = 871.50 ~ ~
_ ~f a ~~a
TOP OF WEIR - - TOP OF WEIR - - - ~f D I II i i i °r~ ./~l ° Q~
BOTTOM OF FOREBAY _ _ - - - - I I~ ~ I rf , f~{`i1C~: 4- - ~ ~ - 6" DUCTILE IRON MAINTENANCE PIPE I r°~' « W o ° . i ~ i i ~ f~ ~ ~ rv r V~
- - r'"".--' i ~ i ~ i j ~ , ~ _ ~ ~ ~1lf li(II11~ II
BOTTOM OF FOREBAY /1/ i ' r I ~ x.19,10 / II Q
/iii ~ OUTLET STRUCTURE ~ - - - - - - - - - - - -
BOTTOM OF MAIN POND BOTTOM OF MAIN POND II I N; 702753.9110 ~ - - - - i PERMIT SET III
l~ , ~ E; 1448436.9831 ~ ~ I
I = 4 ~ ( ~ 870 - - - R M ELEV. 875.0 I
_ INV. OUT 868.00 I I
WATER QUALII WATER QUALITY ORIFICE INV. ELEV. = 872.00 SEDIMENT CLEANOUT LEVEL I I I I
ELEV. = 867.00 ~ ~ I I I f ~ p
I I I I I II BOTTOM OF POND ~ I I I I ~ II E
ELEV = 866.00 TOP OF WEIR I I f l -
ELEV. - 872.00 i I I I ~ `
.I I , r
WET POND #1 SECTION A-A WET POND #1 SECTION B-B ~ I ~ I I r . i~ ~
1 =10 1 =10 1 ii
C~~ I I ~ ~ , ~ ~ i ~ ~
`l \ II I ~ ~j
~ ~ 870 ~ ~ ~ ~
~ ~ 870 i/
t~ - - ~,-r ~ - -
` ~ 875 /
~ / z
~ o
880 ~ W
. 880 ~ ~ / i
885 ~ / ~
. i ~ w F
a
WET WET POND #2 °
1" _ 1" = 30' PERMANENT POOL: 872 0 z
v
- - - J
J H /Iww~
YI W
v
W `r J ~
U
O ~ N U V
TOP OF BANK EXISTING GRADE ~ w z
W a~ ~ J
EXISTING GRADE z ~ 0 N
~ w _ ~
10' LITTORAL SHELF _ - ~ N O
_ _ - - ~ ~ ~
O - TOP OF WEIR
~
- - BOTTOM OF FOREBAY
BOTTOM OF MAIN POND J
~ O z
w J
U
K
W
WET POND #1 SECTION C-C t-
1"=10' OD z Wo o
00 v N~ WET POND #2 SECTION D-D ~ o
~ N~ n = i ~ o~i z ~ N
1 10 Z ~~~z
,t Q o ot~°
ss -~.ss ~ H ~ zNZa ° wu°~a~
ss ti j~
+ ~ ~ ss~ 1S Q ~ ~V~O ~ N
STS ~ z z ~~z z z x x z z z z z z~ x x ~~z z~ z x~ r k N~
~r it ~ r X W
` ~ ~ 6" DUCTILE IRON MAINTENANCE PIPE O J
r OC
~ m T f, _ TOP OF WEIR ~ H
~ ---ELEV. = 867.00 y~ f ~6J y M
/ ~ ~ / \ qj / ~I TEMPORARY POOL U W
j ~ ELEV. - 868.60 / / ~ ~ ~ ~ , O
/ ~ G! D_
a~`s7~,,!, ~ „ . ,I I o ~~.,,I~~~
860 i I,/ I IOP OF LI I IORAL SHELF
V 1 / ELEV. = 867.50 865
3 , 890 U)
\ / / \ PERMANENT POOL I'll ELEV. = 867.00 1 Z ( / \ TOP OF BANK
1 1 N Z
w 0
cf) cf) 860 \ \ t 860 \ BOTTOM OF LITTORAL SHELF
cf) ELEV. = 866.50 880 EXISTING GRADE U
C) 0 co 65 10' LITTORAL IF LLI
Z \ \ 12 WIDE MAINTENANCE ACCESS
\ \ \ 15% MAXIMUM SLOPE w \ k
U)
870
? SEDIMENT CLEANOUT LEVEL - , , \ ? l 860
ELEV. = 860.00 _ - 3 0
? BOTTOM OF POND f
? ? ELEV. = 859.00 10% X 18'W EMERGENCY - , - J ? r
o ~ ? ~ RIP_RAP SPILLWAY P W
i ? ELEV. = 871.50 18" DUCTILE IRON MAINTENANCE PIPE ? OUTLET STRUCTURE ° 850
° ? - ° ? ` N. 702996.7844 ~ w J
N ? ? E: 1448398.2823 T H H
? U RIM ELEV. = 872.50
INV. OUT = 867.00 A WATER QUALITY ORIFICE INV. ELEV. = 867.00 WAIW DESIGNED BY: BRR I CM
DRAWN BY: TCM
CHECKED BY: MAE
WET POND #2 SECTION E-E
DATE: 01-19-10 1 -10, PROJECT#: 018426001
, Li 0
w' WET POND #1
cn
1" = 30' PERMANENT POOL: 867 Y
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLE) 1TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 ' 13 14 15 16 17 18 17 18 19 20
POWDER COAT BLUE PMS 285C WITH WHITE CART SYMBOL ON 4 SIDES
1' Kimle -Horn A
n A i t In a sso~ a es, ~
N c NC LICENSE #F-0102 1919 SOUTH BOULEVARD
SUITE 100 CHARLOTTE, NORTH CAROLINA 28203
ai v PHONE: [phone] FAX: [phone]
0 O 2010
27.94'
m
~ POWDER COAT BLUE
Ji PMS285C WITH WHITE VERBIAGE "PLEASE PLACE - NOTES: B
CARTS IN OPEN STALL" (WITH o ARROW POINTING TO OPEN STALL) 9.1T CONCRETE CURB 1. THE SURFACE OF RAMP SHALL HAVE - DETECTABLE WARNINGS AS SHOWN.
0 cv DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES. SEE DETECTABLE
6.85' R WARNINGS DETAIL. a
m 3' ~ PAVED AREA 2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO
(1.33' z CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ~ ADJACENT TO TOP OF THE RAMP.
c 0 10% MAX. 3. CONSTRUCT PER A.D.A. STANDARDS.
g' (10.4' FLARED SIDE 4. REFER TO PLANS FOR ADJACENT SLOPES.
DOMES ARE NOT SHOWN TO SCALE; ~ 5. THE CROSS SLOPE OF THE RAMP SURFACE C !~\~)~~I<<U/,~
WARNINGSCDEBAEL ~Z^ SHALL BE NO GREATER THAN 1.50. \\\\,`4~ CAC°®'®Bp SIDEWALK o a ~ ~e ~ m • ~
CART CORRALS WILL BE PROVIDED BY WAL-MART SIDEW, ISOMETRIC CART CORRAL AND ASSEMBLED/INSTALLED BY THE CONTRACTOR 8.33 AND NOTE 1 w ~ Q ~ ~~,~~/p , ~ ~ Z Q ~ J w.• .,r? i
CART CORRALS WILL BE PROVIDED BY WAL-MART DOUBLE CART CORRAL AND ASSEMBLED/INSTALLED BY THE CONTRACTOR N.T.S. AT THE LOCATIONS SHOWN ON THE SITE PLAN. x ~ a • a o' Y a PLAN ° o
AT THE LOCATION SHOWN ON THE SITE PLAN WAL-MART STANDARD DETAIL DOWNLOAD DATE 02728108 N.T.S. DOWNLOAD DATE:02I28ro8 wQO SAL ~ ~ ~~Z
A N N N f/1 3 ~ A a A w a o SEE PLAN FOR POST SPACING REQUIRED LAP IN DIRECTION OF TRAFFIC •
10% MAX. iv ! ri° « ~ « ° . ,'Y•
FLARED ELEVATION o ~f X V~~ SIDE 3' MIN. /lfl~(~a.
10'-0" MAX. 8'-0" MIN. 8'-0" MIN. ACCESSIBLE PARKING REQUIREMENTS 1111
SIGNAGE ACCESSIBLE ROUTE VINYL COATED TOTAL PARKING MINIMUM NUMBER OF MIN. NUMBER OF ACCESSIBLE © © ~ (SEE NOTE 3) 5' MIN. / D ~.(Q~(d ARC OR AS REQUIRED BY THE `
CHAIN LINK (TYP) SPACES PRONDED ACCESSIBLE SPACES SPACES REQUIRED TO BE VAN SPACES REQUIRED ACCESSIBLE SEE STD. NO LENGTH LOCAL JURISDICTION ~ ~ ~ ~ ~ \ ~ / \\i \ \ / / GOVERNING AUTHORITIES ~
1 TO 25 1 1 50.09 FOR DETAILS • PERMIT SET /i.
26 TO 50 2 1 5' MIN. LANDIN 51 TO 75 3 1 5' MIN. LANDING AREA 6' 5' MIN. LANDING AREA • • 12'-6" 12'-6" 12'-6"
U ~ 76 TO 100 4 1 END PANEL INTERMEDIATE END PANEL - PANEL
m g' 8' g' 8' S' 8' ~ 101 TO 150 5 1 VAN I~
o y 151 TO 200 6 1 ACCESSIBLE I z SPACE ~ ELEVATION
~ ~ 201 TO 300 7 1 CONCRETE ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT NOT DOMES ARE NOT S PLAN ° CONCRETE CURB 2.35" O.C. ~ 27-1/2"
z 301 TO 400 8 1 LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. DOMES ARE NOT SHOWN TD ~ w 21 -1 /4" SCALE; SEE DETECTABLE PLAN
= aol ro 5DO s z PARKING SPACE PAVEMENT MARKINGS S wnRNwcs ~E U WARNINGS DETAIL AND 6-1 /4" E NOTE 1 NOTE: PREFABRICATED PANELS PER
501 TO 1000 2% OF TOTAL 1 IN EVERY 8 2„ ACCESSIBLE SPACES VAN R7-8a RESERVEO ACCESSIBLE 12"x6" PARKING A.D.A. ACCESSIBILITY GUIDELINES SECTION 12-1 /2 5/8"X 2" POST BOLT, 7„ 4.29.2 & A4.29.2 SHALL BE USED. ~ LAP o STEEL PLATE WASHER, ROUNDED 5' MIN. CUT STEEL WASHER
1001 AND OVER 2D PLUS 1 FOR 1 IN EVERY 8 MUTCD 8.33% Mqx LANDING AREA ~ 12-1 2" AND NUT. ,~q~q, / m
EACH 100 OVER 1000 ACCESSIBLE SPACES RESERVED R7-8 T y; ; ' \//\\//\\//\\j%\\//\\//\\//\ , • SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA). PARKING MUTCD 12"x18" 3-3/8' 4-1 /4" 01 x
~o DETECTABLE 2„ 1-1/8° N - 00 0 ~ ~
LINE POSTS SEE 4.1,2, 5 d FOR MEDICAL CARE FACILITIES R2"x88" ° 3"(TYP.) NOTES: s MIN. WARNINGS DETAIL 4-, /4° LAND NG AREA 4" AGGREGATE BASE COURSE COMPACTED TO 98% ~ o ~
1 ALL 12"x18" ACCESSIBLE SIGNS (R7-8 & R7-1) SHALL BE MOUNTED AT 3'-6" MIN. SEE THE SITEWORK SPECIFICATIONS FOR 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). R7-8D GATE OR MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA MAXIMIUM 12"x9" OPTIMUM DENSITY PER ASTM D698 OR 95% OPTIMUM /
CORNER POSTS THE SIZE, TYPE, AND GAUGE OF VINYL COATED 2500 PSI PC BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE PENALTY TIMES POST DIA. MATERIALS THAT WILL BE USED FOR CHAIN LINK (TYP) CONCRETE (TYP.) NOT EXPECTED TO USE. $ 250 S E Tc ~ ~ ~ DENSITY PER ASTM D1557 \
CONSTRUCTION OF A CHAIN LINK FENCE 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. MAXIMIUM SECTION A-A a 3/4"X 2 1/2" SLOT F
WITH VINYL COATING. R7-8D DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF PENALTY 12"x9,. SEE STANDARD ND. 50.iDC FOR TRANSPORTATION SUPPLEMENT. $ 250 suPPLENErpL slw DErpIL ADA RAMP IN SIDEWALK BOLT TO BE ON sIDE AWAY FROM N.T.S. 29/32"X 1-1 /8" APPROACHING TRAFFIC WHERE
3.IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE C WAL-MART STANDARD DETAIL DoWNLOADDATB:oa~14106 6-1/8 SLOTTED HOLES FEASIBLE
REOUIRED AT LOADING ZONE AREA. q MOUNTING STEEL POST N
CHAIN LINK FENCE W/ 8' DOUBLE GATE ACCESSIBLE PARKING AND SIGNAGE STANDARDS TERMINAL SECTION RAIL SPLICE HOLE ~
N.T.S. N
NON-WAL-MART STANDARD DETAIL N.T.S. NON WAL-MART STANDARD DETAIL 3-1 4" ~
(UNLESS SHOWN OTHERWISE DN SITE PLAN) /8" 1-1 /4" 1/16"
TYPICAL CURB 1-1 /4"
SIGN TO BE B PLACED AT THE SIGN TO BE AND GUTTER 5/16" VAL SHOULDER W ~1 G• ~ F CED AT THE -
6" SCH. 40 STEEL PIPE LEADING/ FILLED W/ CONC. TRANSVERSE LEADING/ ~ Q TRANSVERSE N + +
WITH TOP ROUNDED. LINES OF THE NOTE: PROVIDE 1/2" EXPANSION CROSSWALK PER NES OF THE I 12 GAUGE U.S. SSWALK PER 15/16"R
o JOINT BETWEEN SIDEWALK THE SITE PLAN I 2,_0„ ~ AND ALL FIXED OBJECTS E SITE PLAN 8" WHITE STRIPE 7/8« STANDARD (STEEL) 0 BUTTON HEAD 5/8" DIA. 15/16"DIA.X 1/16" DEEP z
PAVEMENT OR A A SEE SITE PLAN RECESS ONE SIDE
FINISHED GRADE SPLICE BOLT NUT = / +
NOTE: POST BOLT SAME EXCEPT LENGTH. ~ K7
/ / / 1/2" RADIUS TOOLED JOINT OR B \~\\\j\\/\\/ /////~//i ' o PLAN VIEW 1" DEEP SAWED JOINT (TYP.) SEE SITE PLAN 15/16"R
m a ~ ~ 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED ~ 35' O.C. MAX. ^ z d a 3" COVER ~ - SLOPE 1/4" /FT. z a ^ Z \ z a p• H n
p \\j : / OVER FOOTING EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2 MAX. ~ d ~ ~ \ (TYP) ~ W ~ d 11 16"X 1" SLOTTED HOLE N ~w `l / = 9/16" Y/
o ~ ~Y FILL POST w/ CONCRETE 2" " ~ ~ i 1 1-17 32" / W w - V
a z_ 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' (TYP) 1/2"R w w r TYP ~ w w w
~ 3 2500 PSI P.C. ~ 0 00 ~
CONCRETE MINIMUM o80 0~ ° 6" 4" ~ ~ PC CONCRETE (TYP.) SLOPE 1/4" /FT. TYP W r J r 1-1 /2" V ap
z NOTE: (TYP) 4' ~ a, Q ~ MAX. WHERE REQUIRED REINFORCEMENT 4" AGGREGATE BASE (TYP) 7/8" O ~ N
i~ ° ! WILL BE No. 3 BARS 24" O.C. ~\//j/~ EACH WAY MAX. SPACING, OR COURSE COMPACTED TO SECTION B-B F U V 8" WHITE STRIPE ~ W z
NOTE: ~ SECTION A-A 90% STD. PROCTOR (TYP) NOTE: 1'-6" 6 x 6 - W1.4 X W1.4 WWF TE: 6" WHITE STRIPES W F W ® 24" CENTERS SIGN TO BE CUT STEEL WASHER 1-3/4"X 3"X 1/8" WASHER G J
PnlivrE~ESRAFAC rELLOw CONCRETE SIDEWALK EouREMEN°s 1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE PLACED AT THE J REQUIREMENTS AND AS OUTLINED IN SECTION 3B DF THE ~ -
PIPE BOLLARD N.T.s. AN~UHC WAYS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FDR STREETS LEADING/ STEEL PLATE WASHER z N TRANSVERSE ~ Q AND HIGHWAYS. LINES OF THE FOR POST BOLT TOLERANCE 1-1/16" ~ W
WAL-MART STANDARD DETAIL DowNLOAD DAre 1vm°4 2. MARKINGS wITH N.T.S. CROSSWALK PER ~ ~ 2. MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL. THE SITE PLAN Z N Q
WAL-MART STANDARD DETAIL DowNLOAD DATE:oarosroa 3. THESE MARKIN( 3. THESE MARKINGS ARE TO BE PAINTED REFLECTIVE WHITE. NOTE: ALL GUIDE RAIL ELEMENTS, FASTENERS, AND 2-1 /4" ~ r ~
m UNLESS SHOWN OTHERWISE ON SITE PLAN TERMINAL SECTIONS SHALL MEET THE REQUIREMENTS O ( ) OF AASHTO M 180. 3-3/16"
~ ~ NOTE: GUTTER SLOPE TO MATCH ~ U ADJACENT PAVEMENT, U CROSSWALK / PED. CROSSING GUIDE RAIL
0 o TRAVERSE AND LONGITUDINAL. N.T.S. N.T.S.
w ~ a JOINT SPACING SHALL BE PER SPECIFICATIONS a w WAL-MART STANDARD DETAIL DowNLOAD DATB:avo9roa WAL-MART STANDARD DETAIL DowNLOAD DATE:oarosro4 J
m 1"
6„ 1/2" MIN. RADIUS 1" MAX. RADIUS z w
2" SUPERPAUE (SF9.5B) 1.5" SUPERPAUE (SF9.5B) ~ Z
6„ ASPHALTIC CONCRETE SURFACE COURSE ASPHALTIC CONCRETE SURFACE COURSE DOWEL DIAMETER = T/8 (IN) WITH 3/4" MINIMUM DOWEL DIAMETER FOR PAVEMENT THICKNESS LESS THAN 8" DOWEL DIAMETER = T/8 (IN) WITH 3/4" MINIMUM DOWEL
N . , 2.5" SUPERPAUE (119.08) 1.5" SUPERPAUE (SF9.5B) 12° < ASPHALTIC CONCRETE INTERMEDIATE COURSE ASPHALTIC CONCRETE SURFACE COURSE 2'-O'(TYPJ CLOSED END NONMETALLIC 18" LONG EPOXY COATED SMOOTH DOWEL ®12" O.C. DIAMETER FOR PAVEMENT THICKNESS LESS THAN 8"
` PRIME COAT PRIME COAT EXPANSION CAP, 3 1/4" 18" LONG EPOXY COATED SMOOTH DOWEL ®12" O.C. NOTE: ALL TRAFFIC FLOW ARROWS MINIMUM LENGTH, SIZED TO VERTICAL SAW-CUT SEE PCC JOINT (SEE PCC JOINT
7" AGGREGATE BASE COURSE 6° AGGREGATE BASE COURSE N0 1'6" CURB ~ (100% MAX DRY DENSITY 1'6° CURB (10D% MAX DRY DENSITY TO BE SOLID YELLOW REFLECTIVE SECURELY FIT DOWEL 3/8" MIN. DETAIL BLOW-UP) DETAIL BLOW-UP)
AND GUTTER AASHTO T-160) AND GUTTER AASHTO T-180) TRAFFIC PAINT PER ~ T/a T/4 CLOSED END NONMETALLIC DIMENSIONS ABOVE. 2" MIN. (FIRST POUR) (SECOND POUR) EXPANSION CAP, 3 1/4"
a TACK a TACK P.C. CONCRETE PAVING 12" 12° s MINIMUM LENGTH, SIZED TO , a SECURELY FIT DOWEL K 1i
SEE PAVING DETAILS FOR ~P.C. aDNC. ' , . '~P.C. CONC..' , . PAVEMENT SECTIONS, SUBBASE, B.D" UME v ~ z MiN. W 6'(TYPJ ~ ~ ° .
SUBGRADE AND COMPACTION ~ ~ STABILIZED REQUIREMENTS. i i SUBGRADE H ~ • 1-1/4" MIN. ~ ~ ~ 1 1/4° MIN ~
CLEARANCE ~ r 4'(TYP.) iu CLEARANCE PROPOSED PAVEMENT I TI P T O O r EX S NG AVEMEN W
HEAVY DUTY CONCRETE PAVING TYPE ~,B„ STANDARD DUTY ASPHALT PAVING STANDARD DUTY ASPHALT PAVING TOP 1 8" NO JOINT - 0 0 T =PAVEMENT / T -PAVEMENT TOP 1 8 NO JOINT DOWEL TO BE ~ N ~
N RETE RB AND TTER ALTERNATE CO C CU GU b THICKNESS SEALANT SEE PCC SAWCUT THICKNESS SEALANT SEE PCC LUBRICATED p ~ ~ ~ JOINT DETAIL ( Z ~ ~ Q N O0
N.T.S. 2.5" SUPERPAUE (59.56) 1.5" SUPERPAUE (59.58) WAL-MART STANDARD DETAIL DOWNLOAD DATE 12117104 ASPHALTIC CONCRETE SURFACE COURSE ASPHALTIC CONCRETE SURFACE COURSE 3'(TYPJ BLOW-UP) JOINT DETAIL BLOW-UP) R ~ z N N
3" SUPERPAUE (119.08) 2.5" SUPERPAUE (119.DB) DOWEL TO BE 1/2" MIN. PREFORMED z N ~ ~ Z LUBRICATED JOINT FILLER O O N C~ 0
ASPHALTIC CONCRETE SURFACE COURSE ASPHALTIC CONCRETE SURFACE COURSE PRIME COAT PRIME COAT NOTES: z d L ~ o ZcGa
8" AGGREGATE BASE COURSE 6° AGGREGATE BASE COURSE m m NOTE: GUTTER SLOPE TO MATCH ~I (100% MAX DRY DENSITY ~ (iDD7 MAX DRY DENSITY EDGE OF PAVEMENT OF FACE OF CURB URB ~ 1. DOWEL BARS SHALL BE DRILLED 9" DEEP, 12" ON CENTER INTO VERTICAL FACE OF NOTES: N W ~ W ~ EXISTING PAVEMENT BY USE OF A MECHANICAL RIG; CLEAN HOLES THOROUGHLY. 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE, DRILLING BY HAND Z Q.' r' F
~ ~ ADJACENT PAVEMENT TRAVERSE AND 1'6" CURB ~ HT T-1 1'6" CURB ~ HT T-1 AND GUTTER AAS 0 BO) AND GUTTER AAS 0 8D) 4' (TYPJ OR PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. 0 0 (j ~ ~ a o
~ ~ LONGITUDINAL. a TACK COAT a TACK COAT o 2. DRILLING BY HAND OR PUSHING DOWEL BARS INTO GREEN CONCRETE IS Noi ACCEPTABLE. 2, REFERENCE SPECIFICATION FOR JOINT SPACING. ~ N ~ ~
0 o tz" P. 12" `p , . 12" STOP BAR C.CONC. ' C.CONC. ' 3. COMPLETELY FILL HOLE WITH EPOXY GROUT AND INSERT DOWEL WITH EXPANSION CAPS ~ N F SHOWN IN DETAIL; INSTALL EXPANSION CAPS ON THE FREE END OF THE DOWELS. ~ ~
U U 8.0" LIME m ~ 1/2" MIN. RADIUS ~ ~ rSTABILIZED TRANSVERSE EXPANSION JOINT ~ W 5'-9'(TYPJ 4. DOWELS SHALL BE ALIGNED PERPENDICULAR TO THE JOINT. J
1 MAX. RADIUS /i//i//i//i//i//i//i//i//i//i//i//i i /i//i//i//i//i//i//i//i//i//i//i//i i SUBGRADE 1 8, 5„ d 5. DRILLING, CLEANING, AND GROUTING SHALL BE PERFORMED PER THE EPOXY
6" 11" MIN. P. C. CONCRETE HEAVY DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING m ~ ALTERNATE 1'-8" 1'-8" 1'-8" 1'-8" ~ i MANUFACTURER'S REQUIREMENTS FOR THIS SPECIFIC APPLICATION. v ENTER PAVEMENT MARKER WIARROW ~
17" MAX. CONTRACTOR TO PROVIDE U z z N.T.S. 6. FOR EPOXY GROUT, THE HOLE DIAMETER SHALL BE NOT MORE THAN 1/8" LARGER THAN
PRIME COAT AND TACK L~ ~ 4,OOD PSI AT 28 DAYS COMPRESSIUE o ~ ~ COAT TO FACE OF CURB WAL-MART STANDARD DETAIL THE DOWEL DIAMETER OR AS DIRECTED BY THE EPOXY MANUFACTURER. M
WHERE CURB CONTACTS STRENGTH & 570 PSI ®28 DAYS w o a ASPHALT. FLEXURAL STRENGTH CONCRETE a ~ o DOWNLOAD DATE 12117104 6. FOR CEMENT-BASED GROUT, THE HOLE DIAMETER SHALL BE ATLEAST 1/4" LARGER AND w
L~ ~ 12" u ~ NOT MORE THAN 3/8" LARGER THAN THE DOWEL DIAMETER OR AS DIRECTED BY THE EPOXY DOWEL DIAMETER = T/8 (IN) WITH 3/4" MINIMUM DOWEL ~ MANUFACTURER. ^„TT i DIAMETER FOR PAVEMENT THICKNESS LESS THAN 8"i ~
_ ~
18" MIN. (SEE DETAIL 6" AGGREGATE BASE COURSE ou11JUINI 18" LONG EPOXY COATED SMOOTH DOWEL @ 12" O.C.
kNj~24''MAXJ THIS SHEET) 100% MAX DRY DENSITY ao z w VERTICAL SAW-CUT (SEE PCC JOINT
'/1/2" MIN. RADIUS 1'6" CURB AASHTO T-180) W 3/8" MIN. DETAIL BLOW-UP)
\1 MAX. RADIUS\\~\\\/\\\/\\~\\\/\\\/\\\/\ AND GUTTER Q d VERTICAL SAW-CUT (SEE PCC JOINT T/4
ASPHALTIC CONCRETE PAVING 12° 51& o SEE PAVING DETAILS FOR P.c. NoN-RElNF. CONC. 10 w NOTE 38" MIN. DETAIL BLOW-UP) FIRST POUR SECOND POUR CLOSED END NONMETALLIC / . . ( EXPANSION CAP, 3 1/4" I' NOTE. T/4 W MINIMUM LENGTH, SIZED TO
PAVEMENT SECTIONS, 51/1' 10 --a- L o 1. SUBBASE, SUBGRADE AND 2° MIN SECURELY FIT DOWEL W 1. WORDS AND ARROWS FOR A N N
w COMPACTION REQUIREMENTS. DRIVEWAYS SHALL BE a APPLIED ACCORDING ~ /
. n \ . n\ SEE PLAN TYPE nAn CONCRETE CURB AND GUTTER \ HEAVY DUTY CONCRETE PAVING i 1-1 4" MIN. TO REQUIREMENTS AS i e s 1 CLEARANCE V)
N.T.S. NOTE: NOTE: OUTLINED IN SECTION 3B ° ro OF THE MANUAL ON
WAL-MART STANDARD DETAIL DOWNLOAD DATE 122I24 PAVEMENT DESIGN BASED ON 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL Cfi MINIMUM CBR VALUE = 4.0 BE APPLIED ACCORDING TO REQUIREMENTS UNIFORM TRAFFIC CONTROL ' TOP 1/8" NO JOINT DEVICES FOR STREET AND -
a GENERAL PAVING NOTES AS OUTLINED IN SECTION 3B OF THE T =PAVEMENT T -PAVEMENT SEALANT (SEE PCC VJ DOWEL TO BE HIGHWAYS. THICKNESS TOP 1 B" NO JOINT THICKNESS JOINT DETAIL BLOW-UP) LUBRICATED J
Li 1. FOR PREPARATION OF PAVEMENT SUBGRADE, IN FILL AREAS AND AT THE SURFACE IN ALL AREAS TO MANUAL ON UNIFORM TRAFFIC CONTROL 0 11 w BE PAVED SHALL BE COMPACTED TO AT LEAST 98% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DEVICES FOR STREETS AND HIGHWAYS 2 SEALANT (SEE PCC
DRY DENSITY AT ±3% OPTIMUM MOISTURE CONTENT (ASTM D-698). 2. THESE WORDS AND BAR ARE TO BE 2. THESE WORDS AND ARROWS JOINT DETAIL BLOW-UP) Q ARE TO BE PAINTED NOTE:
cn 2. AFTER PROOF ROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING DEEP SUBGRADE PAINTED REFLECTIVE WHITE. DEFICIENCIES, THE ENTIRE SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND UNIFORMLY STOP BAR REFLECTIVE WHITE. NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE, DRILLING BY I'
COMPACTED To AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AT ±3% OPTIMUM "YIELD" PAVEMENT MARKING 1. REFERENCE SPECIFICATIONS FOR JOINT SPACING. HAND OR PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. 0 Lu Q
MOISTURE CONTENT. N.T.S. 3. CONTRACTOR SHALL MAINTAIN DENSITY AND MOISTURE CONTENT LEVELS OF SUBGRADE UNTIL WAL MART STANDARD DETAIL N.T.S. CONTRACTION JOINT CONSTRUCTION JOINT 12/17ro4 WAL MART STANDARD DETAIL DOWNLOAD DATE 8/06/04 W
IMMEDIATELY PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE AND SHALL BE VERIFIED BY THE DOWNLOAD DATE 12117ro4 C) INDEPENDENT TESTING LABORATORY (ITL).
4. AGGREGATE BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE 2006 EDITION OF
THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. THE THICKNESSES REFERENCED ° 3 HEREIN ARE MINIMUM COMPACTED THICKNESSES. 2'-0" SPECIFIED JOINT SEALANT APPLIED IN ACCORDANCE WITH VJ T SEALANT MANUFACTURER'S REQUIREMENTS
W R WR 5. THE NOTED ASPHALTIC MIXTURES SHOWN IN THE ASPHALT PAVING DETAILS SHALL BE PRODUCED IN SAWCUT AND THEN CLEAN BOTH SIDES OF JOINT SEALANT TOOLED A MINIMUM OF 1/8" BELOW PAVEMENT
c 20' 30' 30'MIN. ACCORDANCE WITH THE 2006 EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND U NOTE: GUTTER SLOPE TO MATCH 3 STRUCTURES. THE THICKNESSES REFERENCED HEREIN ARE MINIMUM COMPACTED THICKNESSES. w 25' 20' 30'MIN. 6. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH o o ADJACENT PAVEMENT, TO REMOVE EXCESS MATERIALS AND ASSURE SURFACE (NO JOINT SEALANT IN TOP 1/8") n/ LL ADHESION OF SEALANT TO PCC SUBSTRATE 7
c 30' 10' 30'MIN. AIR-ENTRAINCED CONCRETE FOR PAVEMENT SECTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A U w TRAVERSE AND LOGITUDINAL. O U PER MANUFACTURER'S RECOMMENDATION (MINIMUM 1/8") Q
E W = WIDTH OF FIRE LANE MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 2-INCH TO 4-INCH MAXIMUM m (feet) SLUMP FOR HAND PLACED CONCRETE AND 1.25-INCH TO 2-INCH MAXIMUM FOR MACHINE PLACED 11" MIN. CONTRACTOR TO PROVIDE )VIDE m a 2'-O"R TOP OF CONCRETE C
o R =RADIUS NECESSARY TO ACCOMODATE PRIME COAT AND TACK FIRE VEHICLES R CONCRETE, AND 5% TO 8% ENTRAINED AIR. THE MIXTURE SHALL ALSO BE DESIGNED To DEVELOP A 2° 17" MAX. COAT TO FACE OF CURB CK ' NOTES: P c URB -0° 1. ASSURE SAW JOINTS ARE CLEAN AND DRY PRIOR TO THE J
WR = TURNING RADIUS PAVEMENT WIDTH MINIMUM FLEXURAL STRENGTH OF 570 PSI ® 28 DAYS. WHERE CURB CONTACTS ° 7. CONTRACTOR SHALL PROVIDE A TACK COAT TO A CLEANED FACE OF CURB WHERE CURB CONTACTS ASPHALT. CTS 4'-9 APPLICATION OF THE JOINT SEALANT. I yP, T
o ASPHALT PAVEMENT. 1/2" MIN. RADIUS 11 -X ° 8. CONTRACTOR SHALL APPLY A PRIME COAT TO THE AGGREGATE BASE COURSE PRIOR TO CONSTRUCTION 45' 1' MAX. RADIUS LEFT TURN CLOSED CELL BACKER DINT RESERVOIR T 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE ~
OF THE INTERMEDIATE COURSE. - F~ 00 " ROD, TYPICALLY 1/8" BEEN CLEANED AND DRIED IN ACCORDANCE WITH SEALANT 4 T TO 1/4" LARGER MANUFACTURER'S REQUIREMENTS.
9. THE ABOVE PAVEMENT SECTIONS WERE DESIGNED BASED ON A MINIMUM CBR VALUE OF 4.0, WHICH T ° 6" 25 SHALL BE VERIFIED BY THE ITL PRIOR TO PLACEMENT THE AGGREGATE BASE COURSE. 12 d YP THAN JOINT WIDTH 3. INSTALL BACKER ROD AT CONSISTENT AND UNIFORM DEPTH. DESIGNED BY: BRR I CM
~NO PARKING FIRE LANE NO PARKING FIRE', 10. THE AGGREGATE BASE COURSE SHALL BE COMPACTED TO 100 PERCENT OF THE MODIFIED PROCTOR ° MAXIMUM DRY DENSITY (ASTM D-1557). MIN.. Of FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 11. IF TRAFFIC IS ALLOWED ON THE INITIAL ASPHALT COURSE OR IT IS EXPOSED TO DIRT FROM ANY 24" MAX. 1'-0" 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT DRAWN BY: TCM Typ COMPLIANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS.
SOURCE, CONTRACTOR SHALL USE THE PLACEMENT OF A TACK COAT FOLLOWING SURFACE CLEANING OF 0 4" INCH WHITE LETTERS READING "NO PARKING FIRE THE INITIAL COURSE PRIOR TO PLACEMENT OF THE SECOND ASPHALT COURSE. CON,CRETE, PROPOSED PAVEMENT EXISTING PAVE ENT CHECKED BY: MAE 2'-O"R
r LANE" STRIPING SHALL BE PLACED ON FACE OF 12. CONTRACTOR TO CONTACT CEC PRIOR TO THE PLACEMENT OF THE SECOND (OR FINAL) LIFT OF ASPHALTIC CONCRETE PAVING CURB WHENEVER POSSIBLE, OR AS SPECIFIED BY ASPHALT FOR VISUAL OBSERVATION OF STRUCTURAL DISTRESS OF THE FIRST LAYER OF ASPHALT SEE PAVING DETAILS FOR NOTE 1'-0° T = PAVEMENT PREFORME JOINT FILLER Q
N LOCAL CODES. PAVEMENT. ALL DISTRESSED AREAS WILL BE IDENTIFIED AND COMMUNICATED TO THE WAL-MART PAVEMENT SECTIONS, SUBBASE, NOTE: ALL TRAFFIC FLOW ARROWS THICKNESS DATE: 01-19-10 TO BE REFLECTIVE YELLOW 4 -g
CONSTRUCTION MANAGER FOR DIRECTION REGARDING THE SAWCUT, REMOVAL, RE-PLACEMENT, AND SUBGRADE AND COMPACTION 00 31113 ONDINYd ON REQUIREMENTS. PAINT PER SPECS. TYP• PROJECT
o COMPACTION OF THE FIRST LAYER OF ASPHALT PAVEMENT PRIOR TO THE PLACEMENT OF THE SECOND ll~ (OR FINAL) LIFT of ASPHALT. TYPE "G" CURB RIGHT TURN # 018426001 PCC JOINT DETAIL BLOW-UP (TYPJ
Li PAVING DETAILS MOUNTABLE J FIRE LANE MARKING TRAFFIC FLOWARROW
Li N.T.S. N.T.S. m N.T.S. N.T.S. CONCRETE JOINT DETAILS
WAL-MART STANDARD DETAIL DOWNLOAD DATE 12/17/04 MODIFIED WAL-MART STANDARD DETAIL DOWNLOAD DATE 12/17104 WAL-MART STANDARD DETAIL WAL-MART STANDARD DETAIL DOWNLOAD DATE 02109 oa N.T.S. -28 MODIFIED WAL-MART DETAIL DOWNLOAD DATE: 07/08/06 --ol TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
Y
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY

1 2 3 4 5 6 7 8 9 10 11 12 ' 13 14 15 16 17 18 17 18 19 20
Kimle -Horn A
N n A i t In a sso~ a es, ~
NC LICENSE #F-0102 1919 SOUTH BOULEVARD
SUITE 100 CHARLOTTE, NORTH CAROLINA 28203
PHONE: [phone] FAX: [phone]
0 O 2010
m 24' 24"
2.25" 19.. 2.25" 19.5" 2.25"
~i in n 24 30" 36" 36 48 B N N n
~ ~ cJ 8.5" 19" 8.5" ~ 24" 11.5„ 19" 7" 5" 5.5"
- TRU ° N ~ DRI' TRUCK BLACK 2 20 2 19.5" 1"4"2.5 n LEGEND DRIVE ~ oN WHITE •
N N BACKGROUND ~ cJ 5" T UCK ~ ~ N ~ ~ TRUCK
m N N ~ TRUCK ~ TRUCK ~ TRUCK
0 8.25" 7.5 N ~ EXIT XIT N N N ~ ~ TRUCK ^ o 8.25" 7.5° 8.25" ~ EXIT ENTRANCE ~ M M ENTRANCE N ENTRANCE
c ALL SIGN LETTERS ~ ~ ALL SIGN LETTERS TO COMPLY WITH STANDARD in •
ALPHABETS FOR HIGI ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) 4 6 ~ N N 6„ rn ~
"TRUCK I "TRUCK DRIVE" SIGN ~ 1a" 17" 1 s° rYP s.s z.s ~ 1l11~11111~
33" r 1 ARROW RIGHT N 2 N 12.5" TYP 3" ~\N~ cA ,~1® N.T.S. ~ s.25" 4 - 5 6 °C' ~'0 rp
WAL-MART S~ WAL-MART STANDARD DETAIL ARROW LEFr 1,s° ARROW RlcFlr n ~e m ° i,~ i DOWNLOAD DATE:07106ID6 BLACK LEGEND ON WHITE BACKGROUND (TYP) (SEE DIRECTION INDICATED AT SYMBOL) ~ ARROW LEFT ARROW UP ti'~« fy~ Q
2" 29" 2" DOWNLOA (SEE DIRECTION INDICATED AT SYMBOL) w "~e HORIZONTAL ALIGNMENT (TYP) ARROW UP BLACK LEGEND ON WHITE BACKGROUND (TYP)
VERTICAL ALIGNMENT (TYP) HORIZONTAL ALIGNMENT (TYP) $ AL ALL SIGN LETTERS TO COMPLY WITH STANDARD VERTICAL ALIGNMENT (TYP)
30" 3D° ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) ° ALL SIGN LETTERS TO COMPLY WITH STANDARD `
NO N ALPHABETS FOR HIGHWAY SIGNS (SERIES E 200D) ~ ~ o~'•°~~
TRUCKS "TRUCK EXIT" SIGN /ARRO r~" ri° « ~ « ° ~ M~ 1M "TRUCK ENTRANCE" SIGN (W/ARROVI~ a.~\~~ N.T.S. N.T.S. //f~~(ia. X11\\~~
WAL-MART STANDARD DETAIL DowNLOAD DATE. D7ro6ro6 WAL-MART STANDARD DETAIL DowNLOAD DATE: o7rosro6 ~ I l ~ ~ ).t4~lo
5.25" TYP BLACK
17 5° ~ LEGEND ALL SIGN LETTERS a ON WHITE
TO COMPLY WITH a BACKGROUND STANDARD 3 T,ES AT 16" D.G. PERMIT SET ~ 5/8"x 12' (MIN) COPPERWELD GROUND ROD CONNECTED TO
ALPHABETS FOR HlcHwnY slclvs "NO TRUCKS" SIGN EQUIPMENT GROUND WIRE AT 39' STEEL TAPERED POLE 9 B CONNECT ALL EpUIPMENT 4-~8 VERTICAL GROUND LUG IN POLE PER SPECIFICATIONS. POLE GROUND CONDUCTORS TO
(SERIES E 2000) N.T.S. ~ REINFORCING SHALL BE MADE PLUMB WITH GROUNDING LUC IN POLE BARS PLACED INSTALLATION IN CONCRETE LEVEUNG NUTS.
NON-WAL-MART STANDARD DETAIL ADJACENT TO PAVING REQUIRES CONTINUOUS TEMPORARY CAP ALL CONDUIT ANCHOR BOLTS 1/2° EXPANSION JOINT MATERIAL
ALL AROUND. SEAL WITH JOINT HAND HOLE WITH COVER SEALER PER SPECIFICATIONS 1'-6" FROM BASE OF POLE. 5/8"x 12' COPPERWELD GROUND ROD
30" CONDUIT AS REQUIRED 4"x 6" MIN. CONNECTED TO EQUIPMENT GROUND JUNCTION BOX (POLES WIRE AT GROUND LUC IN POLE
11.25" 11.25" DESIGNATED WITH "CAM" SUFFIX DETAIL °C° iv SECTION 'A-,~, ~ ONLY, LE. BV-CAM), LOCATE 8"X 4"K 2 3/4" E
RED LEGEND ON WHITE BACKGROUND 1.5" BETWEEN TOP AND SECOND TIES PROVIDE JUNCTION BOX ON POLES JuNCnaN BOX DESIGNATED WITH "CAM" SUFFIX ONLY (LE. A A 2" 45 DEGREE
1.5" BV-CAM). REFER SITE PLAN FOR SECURITY DQUID-TIGHT POLE-TO-BASE PLATE WELD ~ POLE LOCATIONS. I (4) ANCHOR BOLTS 1.25" DIA. CONNECTOR
WHITE LEGEND RED B ITE LEGEND RED BACKGROUND SHALL COMPLY WITH AWS ANCHOR o x 42" LONG x 6" HOOK
- ~ R1-1 R ~ _ 1 SPECS. AT TOP AND BOTTOM BOLTS FINISH GRADE M [I+ OF BASE PLATE ~ /
T p~~ c S 0 NO 'ISTOP11 SIGN BASE PLATE BOLT HOLE ///~~\\//C/\~/\~/ ~ TYP C \ \ Y
N.T.S. PARKING 8.75" TYP WAL-MART STAND N.T.S. POLE BASE PLATE ND 0'-3 3/4" N ~ ~~y \ ~ ~L-MART STANDARD DETAIL BDLr PArrERN PER 1~/
6.5" IRE ~ DOWNLOAD DATE: N ~ 2" SECURITY CAMERA CONDUIT DOWNLOAD DATE:04ID9ro8 MANUFACTURER'S N RECOMMENDATION o \ (POLES DESIGNATED WITH
,D" ANE I ^ - - 4-8x8' (MIN) LONG BARS N N N "CAM° SUFFIX ONLY, LE EQUALLY SPACED m BV-CAM) '
°IZ F 24" DIA. CONCRETE FOUNDATION I" MIN. UGHTING CONDUIT m ~ }~3 TIES ®i6" O.C. MAX
RESERVED LIGHT FIXTURE ORIENTATION • (SEE SITE PLAN FOR JUNCTION BOX (POLES DESIGNATED VERTICAL AND HORIZONTAL ~
ALL SIGN LETTERS TO COMPLY WITH STANDARD iv THIS SIGN TYPICAL AT - PARKING ORIENTATION TO BUILDING) WITH "CAM" SUFFIX ONLY, LE, BARS SHALL BE FIELD TIED. 3" MINIMUM COVER TYP I i SIGN TYPICAL AT R7-8 BV-CAM), FLUSH WITH FACE OF SUPPIORTNREINFORCEMENDT IN I °
ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) ALL ACCESSIBLE PARKIN( SPACES ACCESSIBLE PARKING LIGHT POLE BASE. LOCATE N JUNCTION BOX TOWARDS FRONT OF ITS PROPER LOCATION FROM N ICES BOLT COVER TYPICAL BUILDING. JUNCTION BOX SHALL THE FORMWORK DURING
z 0
"NO PARKING -FIRE LANE" SIGN THIS SIGN TYPICAL AT- ~ ~ SECTION B-B' BE2CC2LO~ITHRE121zMDBERIELD CONCRETE OPERATION. ivy INSTALLABLE DIVIDER REFER 2' BELOW FROST LINE 24" N
N.T.S. ALL VAN ACCESSIBLE i SIGN TYPICAL AT SPECIFICATIONS ~ VAN ACCESSIBLE VAN 12" X 6" HANDHOLE WITH COVER REMOVED DIAMETER ~
WAL-MART STANDARD DETAIL PARKING SPACES ;KING SPACES ACCESSIBLE BURNDY COPPER ~KPA4C GROUNDING LUG WELDED SCRULUG AND TIN PLATED
DOWNLOAD DATE:07ID6ro6 PENALTY SIGN WITH WORDING- TO INSIDE OF POLE NUT AND BOLT OR BURNDY WITH WORDING 12° X 9° COPPER ~KC20 SERVIT ~ W
AS REQUIRED BY STATE OR PER LDCAL CODE BY STATE OR TWO PIECE BOLT ATTACHED TO GROUNDING LUG F )DE COVER REQUIRED NOTES: ~
q4 GROUND CABLE ATTACHED 1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL LOCKING WASHER _ _ TO GROUND ROD 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE.
IF SUPPLIED BY NUT 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED
ACCESSIBLE PAf ,~o `~o, N.T.S. SSIBLE PARKING SIGN SITE LIGHTING VENDOR FILL PER SPECIFICATIONS. o 5" MIN., 5.5" MAX. 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. STD. HAND HOLE Z
WAL-MART STAN[ N.T.S. LEVELING NUT WASHER BOLT PROJECTION 5. NOT USED. MAX 1" FROM 2" LIpUID-TIGHT /AL-MART STANDARD DETAIL ( 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL CONNECTOR
DOWNLOAD DATE DOWNLOAD DATE. D4ro9108 CONCRETE) BASE PLATE PER PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.X(4) OF "EMBEDMENT OF POSTS 2" FEMALE ADAPTER LIGHT POLE SPECIFICATIONS WITH OVERTURNING LOADS".
ANCHOR BOLT 7. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SOFT. CONCRETE PIER 2" PVC CONDUIT DETAIL C 8. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST-IN-PLACE. PRE-CAST LIGHT POLE BASE 45 DEGREE BEND
12" 12" 12 FOUNDATIONS ARE NOT ACCEPTABLE. 2" SECURITY (nP) CAMERA CONDUIT 2" PVC COUPLING
.125" .125" 11.5" 2° PVC MALE H n ADAPTER 3/4" 480V
NO NO N 12 1/2" 24" CURVED LID ~ POWER CONDUIT y
PARKING ~ BLAGK LETTERS ~ ~ w 6 BOLT CIRCLE JuNCnaN BOX I a ~ ~ R 1/4° PAVING a ° W TIERS PARKING a a Ao,~ I, I,
in WITH WHITE E ~ ~a S X IND. d 2 -D
LOADING iv BACKGROUND. m NUMBER FROM ~RDM LOADING ~cHr AS ZONE POLE MOUNTED CAMERA DETAIL W
ZONE - LEFT TG RIGHT AB in N SEEN FROM r~ 24" VESTIBULE. 2 2 ' J r
SIGNS PER POST- ONE ON EACH tPGST- TYPICAL ANCHOR BOLT sPACiNC TYPICAL EOHTI~C POSE BASE DETAIL NOTE: ~ ACH ONLY FOR POLE LOCATIONS DESIGNATED WITH O ~ N
BLACK LEGEND NOTES: SIDE. ON WHITE 1. BOTH SIGNS SHALL BE IN ACCORDANCE 7.75" BLACK LEGEND "CAM" SUFFIX ONLY, LE. BV-CAM. CAMERAS AND 'A V V N.T.S. WIRING BY OTHERS. W Z ON WHITE
BACKGROUND WITH THE LATEST MUTCD EDITION, 2125" 2.125" BACKGROUND DOWNLOAD DATE:1DID21D7 ~ F W
WARNING SIGNS W11-2 (TOP) & Wi6-7P 'ENO PARKING - (BOTTOM) WITH A BLACK LEGEND ON A FLUORESCENT YELLOW-GREEN ALL SIGN LETTERS TO COMPLY - - n I ~ J NO PARKING - ~ -
LOADING BncKCROUNO wlrH STANDARD z > LOADING o w
"PEDE TRIAN ALPHABETS FDR HIGHWAY SIGNS ZONE" SIGN S (SERIES ; 2GDG> ~ ~ ~ ZONE SIGN ~ o
„ AISLE SIGN N.T.s. CROSSING SIGN Z N Q N.T.S. 6 ~ r ~
N.T.S. WAL- WAL-MART STANDARD DETAIL N.T.S. WAL-MART STANDARD DETAIL WAL-MART STANDARD DETAIL ~"~.I L Q
DowNLOAD DATe oaros~o9 WAL-MART STANDARD DETAI L DowNLOAD DAre. D7ro6ro6 DOWNLOAD DATE:04108ID9 °
CURBED ISLAND LAYOUT PER STRIPING DETAIL/SITE PLAN ti~ I• 6.5' J
~ O W
ACCESSIBLE PARKING SYMBOL Z J Z
ROW SEE SITE PLAN OR DETAIL SHEET ROW LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY U "VAN" LETTERING
POST WITH ~18° AISLE SIGNS
6" TRAFFIC STANDARD STANDARD SEE END CAP DIMENSION CHART (90°) WHITE (TYP.) 90" 90° SPACES ISLANDS DETAIL
ACCESSIBLE (SEE SITE A B SPACE PLAN FOR
RESERVED PARKING SERVED (TYP.) NON-ADA STANDARD SIZE) 9.5 18.0'
IRKING STRIPING ISLE (TYP.) 9.5' 19.0' 5' 8' 8' 5' 8' 8' 8' 3' K ~ f A 9.5' 20.0'
EQ. EO. (TYP.) W 10.0' 18.0'
00 10.0' 19.0' Z
CURBED ISLAND - 90° ACCESSIBLE SIGN m O O r
r CURBED ISLAND J VAN 0 SEE SITE PLAN 9~, 10.0' 20.0' W ~ VAN TYP. m 0 0
CCESSIBLE ESSIBLE ( ) ~ N ~ ~1~ ..r SIGNAGE OTHER THAN N N ? r ACCESS WAY ~ L/ p r orp
PAINTED CENTER STRIPE ~ - ACCESSIBLE ~ ~ o N N (PED XING, STOP, ETC.) ~ W z N V i
w J ~ z Np'~Z
Q SEE SITE PLAN o ucHr POLE: ° A ~ v; o ~ ~ ° L ~ ~ ZNZQ PREFERRED LOCATION. a
OR DETAIL SHEET ~ ~ REFERENCE LATEST SITE 10' 20' 20' N W ~ W ~ DEVELOPMENT GUIDELINES 4" TRAFFIC YELLOW Z ~ r ' F
18,. o POST WITH ~ FOR SPACING AND DISTANCE STRIPING (TYP.) o V - ~ FROM FRONT OF BUILDING. 4" T FFI ~ ~ ~ ~ o
AISLE SIGNS-y=~ ~ "U"-CHANNEL POST o' NOTE: THE MIN. HEIGHT 4" TRAFFIC BLUE RA C N 0 ~ OF THE BOTTOM OF THE 4" TRAFFIC YELLOW INTERIOR STRIPE IN YELLOW STRIPING ~ ~ F
0 LOWEST SIGN SHALL BE PERIMETER STRIPING I T 2'-0" D.C. TYP. ~ N ACCESS BLE SALL- ( ) 7'-0". (TYP.) INTERIOR BLUE STRIPE Q
L O z ~ SHALL DIRECTLY ABUT ~ W
USE 6" PIPE YELLOW PERIMETER ~ J o STRIPE TYP. O ( )
EQ. EQ. BOLLARD FILLED W/ I CONCRETE AND PAINTED ~
TRAFFIC YELLDW ONLY WHEN SIGN IS IN PAVED 20' B'
CURBED ISLAND - 90° AREA oR SIDEWALK ° I 90° STRIPING DETAIL I M
AISLE SIGN LOCATIONS - 90° PARKING SLOPE TOP I I I I ^I(~ SEE BREAK AWAY CHANNEL TYPIiAL ACCESSIBLE STALL STRIPING ~ POST WHEN PIPE BOLLARD
OF CONCRETE IS NOT REQUIRED. ~
roni loin /oevinir. ~TQ~inARn pAR~i~ir, ~TRipi~ir,
SURFACE
POST WITH AISLE SIGNS WAL-MART STANDARD DETAIL N.T.S.
3500 a d. D P.C. CONCRETE 0 N I
LAYOUT PER STRIPING N DETAIL/SITE PLAN N
d?. e . 36" t DIMENSION CHART (90') W
1'-6" 3^ m.l A B N W
36' 3„ WOOD FENCE NOTES 9.5' 18.00'
1. ALL POST AND STRINGERS SHALL BE OSMOSIS TREATED OR PENTA TREATED ri 9.5' 19.00' v /1
PINE. z" x STRINGERS 4" z 4" POSTS 6'-0" TO 8'-0" O.C. 3 2. ALL FENCE SIDING SHALL BE TOP, CENTER, & BOTTOM PAINTED ENDCAP - 60° NOTE: ALL SIGNS 9.5' 20.00'
-o UNTREATED CEDAR. J 3. ALL METAL FASTENERS SUCH AS AISLE SIGN LOCATION - 60° PARKING EQUAL TO OR GREATER ~ 10.0' 1e.00' THAN 36" AND UP TO
BOLTS, NAILS, HINGES, HASPS, AND ETC. HINGE TRUCK Q SHALL BE HOT DIPPED GALVANIZED. 48" IN WIDTH SHALL 0.0 9.00' J HAVE TWO POSTS. 6.5' 10.0' 20.00'
W 4. FENCE DIRECTION AS NOTED ON PLANS 1" x 4" x 6'-0" FENCING C) OR AS DIRECTED BY OWNER. ~ L O / ) E SIGNAGE OTHER THAN STANDARD NOTE: SEE SITE Q
W 5. SPLICE STRINGERS AT POSTS ONLY. ENTIR VlN E TRUCK ENTRANCE gp' PLAN FOR ACCESSIBLE P A R K I NI PARKING SYMBOL
CURBED ISLAND m 6'-0" TO 8'-0" 6'-0" 1/2" 45' N MITER (TYP) (TRUCK EXIT, NO THRU ACCESSIBLE TYPE. SYMBOL /-1 V I TRAFFIC, ETC.) SPACE AS SPECIFIED LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY W
0 0 0 d 4" x 4" POSTS a d 5 (TYP.) BY LOCAL NON-ADA STANDARD CODES STRIPING ISLE (TYP.) "VAN" LETTERING 0
U ° 1/4" (TYP) 0 1" x 4" x 6'-0 FENCING ° 24" O7cr- w w 18' 8' (TYPICAL) 3'
3 C) F-P STANDARD SEE END CAP W NVn 90' SPACES ISLANDS DETAIL L
U -CHANNEL POST (2 LBS./FT.) A 1, (SEE SITE NOTE: THE MIN. HEIGHT / OF THE BOTTOM OF THE PLAN FOR
c 0 LOWEST SIGN SHALL BE m SIZE) V
U 0 I I c 7'-0". Z Z ACCESS 90• m _ A Ln r
72~ o USE 6" PIPE o X ~ r wnv (TYP.) O N
~ 2" x 4" ( BOLLARD FILLED W/ STRINGERS I CURBED ISLAND-60° CONCRETE AND PAINTED o rE TRAFFIC YELLOW ONLY 0 I WHEN SIGN IS IN PAVED I ACCESSIBLE SIGN
(TYP) I TYPICAL 1z' cn SEE SITE PLAN m
0 0 o I I AREA OR SIDEWALK I m P b (TYP.)
2" x 4" M SEE BREAK AWAY CHANNEL Q
MEMBERS OF CONCRETE MASTER LOCK POST WHEN PIPE BOLLARD 5' 8 5' 8' J IS NOT REQUIRED.
LocK HASP GROU(COORDINATE 4" TRAFFIC BLUE ~ 4" TRAFFIC YELLOW 6" TRAFFIC
WITH OWNER) SURFACE PERIMETER STRIPING INTERIOR STRIPE IN (TYP.) WHITE (TYP.) ACCESSIBLE STALL- DESIGNED BY: BRN I CM
5/16" 6 STANDARD 1 2° 35D0 P.S.I. GALVANIZED OR ZINC PLATED PC. CONCRETE a. 0 4" TRAFFIC SINTERIOR BLUE STRIPE HALL DIRECTLY ABUT 8
SQUARE OR HEX. HEAD GROUND SURFACE MACHINE BOLT WITH NUT. 1/2 N YELLOW STRIPING YELLOW PERIMETER DRAWN BY: TIM 2'-0" O.C. (TYP.) STRIPE (TYP.) 4" TRAFFIC YELLOW
STRIPING (TYP.) CHECKED BY: MAE TYPICAL ACCESSIBLE STALL STRIPING
1~- ceoss- SLOPE TOP o CENTER SOCKET o ° o ° a (TYP) 1'-6"e ' 90° STRIPING DETAIL Q DATE:
w ;u w NOTE: 12" PLAN VIEW 311 cD ? 1. ALL GUIDE RAIL ELEMENTS, FASTENERS, AND PARTIAL ELEVATION 0 - TERMINAL SECTIONS SHALL MEET THE 3" 01-19-10
250000 PSIEP.C. ° BREAKAWAY CHANNEL POST REQUIREMENTS OF AASHTO M 180. ALL SIGNS SHALL COMPLY WI MIMUM 00 0 12" (TYP.) 2. INSTALLATION OF GUIDERAIL SUPPORT POST ALONG N.T.S. SITE SIGN BASE DETAILS TRANSPORTATION, FEDERAL HIC i SHALL COMPLY WITH U.S. DEPARTMENT OF # 018426001 2TATION, FEDERAL HIGHWAY ADMINISTRATION'S PROJECT
I---'I I---'I ~ RETAINING WALL L SHALL ALL BE E COORDINATED WITH "MANUAL OF UNIFORM TRAFFIC OF IFIED. UNIFORM TRAFFIC CONTROL ",DAL CODES THREE ACCESSIBLE STALLS PARKING STRIPING ;PECIFIED MOUNT T SIGNS S TO TO POST T IN IN ACCORDANCE
WOOD FENCE RETAINING WALL. ANY COMPROMISING of THE N.T.S. AND AS SPECIFIED. MOUNT SIG C) RETAINING WALLS GEOGRID SHALL NOT BE WITH MANUFACTURER'S INSTRUi J N.T.S. PERMITTED WITHOUT CONCURRENCE OF RETAINING WAL-MART STANDARD DETAIL UFACTURER'S INSTRUCTIONS. WAL-MART STANDARD DETAIL
WALL DESIGN ENGINEER. W !n DOWNLOAD DATE. 07/06106 N.T.S.
U
Y
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 ' 13 14 15 16 17 18 17 18 19 20
IN PAVE AREAS:
STANDARD B" BOLLARD
LOCATED 3'-D" FROM THE CLOSEST EDGE OF HYDRANT CORNER BARS -SAME SIZE AND 'A' SPACING AS HORIZONTA B RS
(TYPICAL GF aLL 4> _ _ _ FEET FR M EXTERIOR VENTED GRATE FOR THE Kimle -Horn SIPHONIC BREAK MANHOLE A
NOTE: LIGHT POLE BASE MAY ~ ~ g N SERE A5 DNE GE THE FGUR FACE OF TH B ING WALE n A I t In a SSOC a eS, C
~ D PROTECTION BOLLARDS NC LICENSE #F-0102 6" SOLID TRAFFIC YELLOW 1919 SOUTH BOULEVARD
~ II II PAINTED EDGE STRIPE SUITE 100 CHARLOTTE, NORTH CAROLINA 28203
ai ~ o tiY FIRE HYDRANT Rxc~R E- PHONE: [phone] FAX: [phone]
~ ~ C ~ ~ OC 2010
CORNER BAR 6" SOLID TRAFFIC YELLOW PAINTED STRIPE WITH 18"
m L- J SPACING AT 45' ANGLE
s PLAN VIEW NOTE: ~ SITEWORKESPEDCIFCCATIONSER ~ 1. ALL HYDRANTS TO BE SET PLUMB W/ NOZZLE FACING ~ - - - -
STREET UNLESS OTHERWISE SPECIFIED BY FIRE DEPARTMENT FIRE HYDRANT 2. ALL CONCRETE TO BE 3500 PSI P.C. CONCRETE STRIP B
AS SPECIFIED 3. FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE AND "A" o BY CITY APPURTENANCES PLAN SIPHO STRIPING DETAIL FOR THE SIPHONIC BREAK MANHOLE
o a MIN. CLEARANCE IS MEASURED 3' MIN. OR N.T.S.
FROM BACK OF CURB IN ALL
m LANDSCAPED AREAS (SHOWN) MIN. AS OTHERWISE MEASURED FROM REQUIRED BY GENERAL NOTES: EXTERIOR FACE OF NOTE: TOP OF MANHOLE TO BE LEVEL DRIVE AISLES OR BOLLARDS LOCAL CODE FINISH GRADE BUILDING WALL WITH FINISH GRADE UNLESS OTHERWISE 1. ALL EXPOSED CORNERS TO . NOTES:
EXPOSED CORNERS TO HAVE 3/4' CHAMFER.
~ CURB \ \ \ ~ \ \ \ ' 1 \ \ \ \ \ ~ 3r NOTED OR DIRECTED BY THE ENGINEER. ~ ww USE ADJUSTMENT RINGS AS REQUIRED c //~//r~///~/~ ~//,/i.//, .///\///~/r,//,//./ / pa 2. REFER GRADING PLAN FOR o BUT NOT TO EXCEED 12". wr 10'-~" RING & VENTED COVER 3. A SDUARE OR RECTANGULI ER GRADING PLAN FOR PIPE SIZES, LOCATIONS, AND INVERTS.
m~ PER SITEWORK AT CORNERS DF MANHOLE. iOUARE OR RECTANGULAR MANHOLE MAY BE USED IN LIEU OF A ROUND MANHOLE. PIPES ILL CONNECT TO THE ENDS OR SIDES OF THE MANHOLE. CONNECTION SHALL NOT BE MADE CONDITION "A" INLET ALONG CURB TANGENT CONDITION "B" (INLET N CORNER OF CURB CORNERS DF MANHOLE.
DRAIN-KEEP CLEAR 12" ~ SHALL CONNECT TO THE EI ~ w SPECIFICATIONS OF CONCRETE a w 4. ALL REINFORCING BARS TO (ALL ELEUATIONS SHOWN ARE (ALL ELEVATIONS SHOWN ARE C l11~11111/ REINFORCING BARS TD BF GRADF so. RELATIUE TO RIM ELEVATIONS RELATIVE TO RIM ELEUATIONS ~4~~1 CA
6° D.I. M.J. TEE NF SEE INSET "A° SITE GRADES 1'-6" . REINFORCING BARS TO HAVE 2• cavER. WARP PAVEMENT CALLED OUT ON STORM SEWER DATA ° • ~i
/ % \ ~ ~ REFER CEC SITE P 5. ALL REINFORCING BARS TO 8 MIL POLY- ' / \ x ~ x ( CALLED OUT ON STORM SEWER NCDOT CATCH BASIN, FRONTING CURB ~ " `b~~ Qem ~SSI iNINCS FDR INLET do OUTLET PIPES ARE LOCATED AS REQUIRED PER GRADING PLAN. DATA TABLE. STD 840.02 TABLE.) 8 G & G WARP PAVEMENT w.~°. °
ETHYLENE LINING \ ~ ~ ~ \ GRADING PLAN) 6. OPENINGS FDR INLET do OU ' \ BETWEEN CONC. ~ TRANSITION FRONTING CURB m iz6' PAINTED STRIPED AREA SHALL BE CENTERED ON THE SIPHONIC BREAK STORM NCDOT CATCH BAS( " ° $ AL
& DUCTILE IRON . ; ~ 7. A 6'x6' PAINTED STRIPED 1 TYPI r,. /i MANHOLE TO PREVENT AN1 ( CAL) ;;'a. a / " THIS STRIPED AREA SHALL VHOLE TO PREVENT ANY PARKING OR COVERING OF THE VENTED CRATE WITH ANY OBJECTS. HOLD BACK OF CURB AND STD. 40.02 TRANSITION S STRIPED AREA SHALL BE PAINTED WITH fi° SOLID TRAFFIC YELLOW STRIPES WITH 16" FACE OF CURB THROUGH
\ ; \ SPACING AT 45' ANGLE. CE ~ < / ~ ,CONCRETE, ICING AT 45' ANGLE. CEC SHALL NOT INDICATE STRIPED AREAS ON THE SITE PLAN. TRANSITION HOLD BACK OF CURB AND t off-°°
/ \ ..SUPPORT.. \ \ "N" B. PRECAST MANHOLE MAY BI / ~ /f RETAINING/.. \i RETAINING / :.•f REFER TO THRUST BLOCKING GLAND ~ GLAND REFER TO THRUST BLOCKING ARCHEFPRANS PRECAST MANHOLE SPECIFI :CAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER. 2 O' 4,2% s+~-~A • ~rI Ne~~
DETAIL FDR THRUST BLOCKING ` /r` / DETAIL FOR THRUST BLOCKING r H P IFI TI 18 C & G FACE OF CURB THROUGH `o~ , ° ° ° ~ .cns MAN OLE S EC cA ONS GUTTER GUTTER TRANSITION /%/~~~J °~;`C'~~` fM C476 18" C & G ATE TRANS. 00 7/f~lf
REQUIREMENTS REQUIREMENTS ~ F " N ZOO ASTM C476 I CONCRETE: 4000 PSI AE (I U U N JOINT: WATERTIDHT RUBBEI VCRETE: 4000 PSI AE (MIN.) REINFORCEMENT SCHEDULE, BASE 0.D0 uoo a (I ~ I VT: WATERTIGHT RUBBER CASKET SECTION GUTTER F L F L GUTT ' F G ~B C & D ).(Q`(d
FIRE HYDRANT ASSEMBLY N SEE TOWN OF TROUTMAN DETAIL - ' •A" 's ®6' E.W. -O.t7 2.5 O 0.00 +6.s'.'s -o.n +6.s•.'s 6" WIDE X 6'~ HIGH
FoR nDDIrION sPECIFICnrIONS. N.T.S. x TABLE OF 'W' DIMENSONS RIBBON CURB F-D.t7
MODIFIED WAL-MART STANDARD DETAIL DOWNLOADDATE:D2n31os = ¢ ~ P.C. CONCRETE v PIPE „ PERMIT SET SIZE SKEW OF CROSS DRAIN T G T G W/3 TOP RADIUS +6'i 5
GROUT BOTTOM 777.. TO SLOPE TO _ sI24LE sr4AICOHT 43 0• a'4,D" 5.0' GUTTER TRANS. .o.so + .5D 5.0' GUTTER TRANS. T C
OUTLET PIPE UNDISTURBED EARTH WALL '-O,:' 3D" a'-D" 4'-7" 5'-6" F L +o.so +050 TIC "S"=GUTTER SLOPE 3s" a'-D" 5'-3" s'-s" 3'0 S =GUTTER SLOPE -°~'T PER PLAN
\ az" s'-3" s'-11• 7'-3" PER PLAN 3.0' S.0' GUTTER TRANS.
CONCRETE. 00; - - r/~//~G~~~~~~~/~~//~~//\/~/, 48" 5'-10' 6'-7' 8'-D" sD" 7'-D" J'-1o" s'-B" PLACEMENT OF NCDOT CATCH BASIN
N 2'SQx6" ~Re; \ THICK CLASS B L ~ COMPACTED DOUBLE FOR 'A' SECTION ONLY 24" 7'-0" 7'-10" 9'-5"
~ I ' .?F,~/i SLOPE sLOPE SECTION "A"-"A" SUBGRADE CONCRETE PAD 3D" B'-z" s'-z' 11'-D" N.T.S. 36" 9'-4" 10'-6" 12'-6" E
TRENCH WALL TRENCH WALL 42" 10'-fi" 11'-10" 14'-2"
\ \ / " ' ` P.C. CONCRETE \ /~,f/ Z ~ ~ ~ PER SITEWORH SPECIFICATION SECTION 02751 / ~ VALVE BOX TO j\\j~f ~ 2 FULL DEPTH OF FRAME HEIGHT TO OUTSIDE ) 48" 11'-6" 13'-2" 15'-10' 102751) REINFORCEMENT SCHEDULE, WALLS LSIDE
\ SUIT VALVE - - - - - - U ~ EDGE OF MANHOLE SECTION WIDTH ("W') HDR. VERT. A 3' 4's ®9" 4's ®1 O"
AND DEPTH OF - - - - / N ~ 2 - -III-III III-I ~ I-III \y~\y, - I BURY 'III== III=III - =III=III ~ : ~ ire ~ d "P" =PAVEMENT THICKNESS GROSS TEE 90° BEND _ _ - _ _ _ y~, ¢ ? "F' =FRAME HEIGHT 'A" BETWEEN 3' & 7' 6's ®9" 4's ®10"
-III-_ III- -III-_ III- (ALL BENDS SIMILAR) _I - III=III= GREATER THAN 7' 5's ®4 1 2" 4's ®10" TABLE OF "T' & 'N" DIMENSIONS
-''I -III =III=1'' ~ - secn - - \ SECTION WIDTH (•W") 'T' 'N" "D° / \ SIZE / \ VARIES BETWEEN 3' k 7' 6" + PIPE THICKNESS B' 6" ~
\ / ADJUS 0 SEC ON 44 T T P TI "A' \ \r TAMP BACKFIL //\/\C \\r\\ \ UNDISTURBED EARTH WALL HORIZONTAL THRUST BLOCKING ,\y,~j, TO FINISH GRADE ,A" GREATER THAN J' 6" + PIPE THICKNESS 8' 8" ALTERNATE WALL ~ TABLE OF DIMENSIONS z ~ - ~
< BLOCKING HEIGHT GREATER THAN PIPE O.D. \ '1 CONCRETE / ( ) / REINFORCEMENT SCHEDULE, TDP CONFIGURATION D T A B C E L Wr. DIMENSIONS STEEL SPECIAL PATTERN
\ / ~y jay\\' J\\%\\%\~\%\~ (BLOCKING WIDTH BETWEEN 1 & 2 TIMES HEIGHT) - i = „ Wi ~ =III=11 -III=1~I- '-o '-o INSET 'A w, Wi = T OR LESS ~4's ®B' E.W. DIAGONAL ®COVER ~ 12° 2-1/4° 4° 2' 0° 4' 1° 2'-0° 6'-1° 730 ~ ~ F W2 = T OR LESS /4's ®B' E.W. DIACONAL ®COVER ~ ~ ~ ~ \
°CON.CRETE^ REQUIRED SQ. FT. OF UNDISTURBED -III- ~-III- -~-III Wi v - . \ EARTH WALL FOR REACTION BACKING =III= _ =III= J. ,~;.?i;g':5-;~? .I 15' 2-1/4' 6' 2'-3' 3'-10" 2'-0" 6'-1" 730 \ Wi = 7 OR LESS ~4's ®B' E.W. DIAGONAL ®COVER / W2 = T OR GREATER /4'S ®6" E.W. DIAGONAL ®COVER 18° 2-1/2° 9° 2'-3° 3'-10° 3'-0° 6'-1° 1190
° \ -III=III =III ~ VALVE BOX TO BE • w, ~ \ TYPE OF FITTINGS \ \ ~ Wi ~A, - - - / ENTIRELY SUPPORTED / / / \j Wi = T OR GREATER /4 s ®6 E.W. DIACONAL ®COVER w 24° 3" 10° 3'-8° 2'-6° 4'-0° 6'-2° 1770 W2 = 7' OR GREATER 4's ®B' E.W. DIACONAL ®COVER 0
. ° ~ I-III ,III I ~ I-I I T,,/~./~/~// w, m r°~ PIPE TEE & BENDS = - = /,~//i BY coNCRETE SPHONC BREAK CONCRETE TRENCH WALL SIZE PLUG 1 1 VALVE BODY e e = /,\\j~j BLOCKS OR BRICKS TO 'N' " " N CL 30" 3-1/2" 1'-0" 4'-6" 1'-8" 5'-0" 6'-2" 2380 rn
9D' 45' 22 „ i\ r sulr. vaLVE Box STORM MANHOLE DETAIL /2 /4 .III=III I e e _ 1=III ,,\y,\~/~ Musr Nor BEaR GN ELEVATION 36" 4" 1'-3" 5'-3" 2'-11" 6'-0" 8'-2" 5320 \ / Z ' 42" 4-1/2" 1'-9" 5'-3" 2'-11" 6'-6" 8'-2" 5920 \ / -
~ = III ~=/~\\j\`~ VALVE OR PIPE. N.T.S. III-II III= I=III= II-III N 48" 5" 2'-0" 6'-0" 2'-2" 7'-0" 8'-2" 7470 -
~ ~ ~ - - ~ ~ DTSPHNCMH D1-15-09 WATER PIPE ~\%j\\j~yj\\j~ 54" 5-1 2" 2'-3" 5'-6" 2'-10" 7'-6" 8'-4" \ ~ W / 8810
CROSS WITH PLUG TEE WITH PLUG ~~y~~\\/fi - - ~ 60" 6" 2'-6" 5'-0" 3'-3" 8'-0" 8'-3" 11180 z' ~ fi C B ~ 66" 6-1/2" 3'-0" 6'-0" 2'-3" 8'-6" 8'-3" 12530 \ /
L =LENGTH „ „ " „ „ „ „ \ / ~ 72 7 3 -0 6 -6 1 -9 9 -0 8 -3 13980 G W
GATE VALVE F
N 0 TES: N.T.S. PLAN p
1. Do Nar covER BELLS aR FLANGES WITH coNCRETE WAL-MART STANDARD DETAIL DOWNLOAD DATE: 05!03105 2. WRAP ALL FITTINGS WITH VISQUEEN. GENERAL NOTES: A
3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH. 4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE. THREADED PVC CLEANDUT PLUG HEAVY DUTY FRAME AND COVER ~ 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. 0 W/ LETTERS "C.D." CAST IN COVER ALL eARS SHALL eE 12. z
5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS Na v~M Mw z" coven ~?I GRADE SURFACE AWAY 3.1 SCO OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER sPACeo AeACH wnv
6. REACTION BACKING TABLE IS BASED ON P.S.I. AND SOIL BEARING PRESSURE OF Ib./sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED FROM CLEAN DUT 1" IN GRASSY AREA PF 0" IN PAVED AREA O + ~ REBAR, rm. II++ ~o AASHTO M170, TABLE 2, WALL B. V
BY ENGINEERS. 7. ALL CONCRETE SHALL BE 2500 P.5.1. W W* ~ 3• ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
8. 18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN. 12"MIN. O.D. 12"MIN 12"MIN. O.D. 12"MIN NOTE: ADUUSrneLE HEAD ~ 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
ALL COLLARS SHALL BE 4" MIN. 2500 PSI P.C. W 3000 PSI CONCRETE AT / n coNCRETE coLLAR 5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. ze oars. ~w
HORIZONTAL THRUST BLOCKING 1s° MAX ,ES° MAX 1E1° MAX 1s" MAX 1'-6" Y/ 12" 12" SECTION 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
N.T.S. UNDI HTURBED >-\r~\ /\\rS UNDI HTURBE~ >I\\r~\ /\\\r` DOWNLOAD DATE:12121ID4 EAR OR \ EAR OR ~ NOTE COMPACTED / COMPACTED / NOTE: SEE APPLICABLE DETAIL
FILL ~ FILL j\ BACKFILL FDR BncKFILL AND BEDDING WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED INSTRUCTIONS. ~ SEE STD. 20.23 AND 2D.24 ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. L SIZE OF RISER PIPE
\ \ \ \ > \ > PER LOCAL CODES 7.
/ ° FINAL \ ~ BACKFILL PIPE \ VIII 111111 a5° eEND ~ O NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. W { J r o ~o° o° oo ~o II o 0 0o CRUSHED STONE 8. REFER TO EROSION CONTROL DETAILS FOR LOCATION OF z' MIN V op
SEE CHART BELOW FOR MAXIMUM WIDTH ~ SPRING ~ io ~ 0 0 0°°° / to°°o O° PER LOCAL CODES / FROM N _ J ~ °0°° ~ o I °o°°°° o°° NON-WOVEN FILTER FABRIC AND RIP RAP APRONS. dolNr O ~
CONCRETE VOLUME AND i\ LINE \ INITIAL PAINT COLOR TO CONTINUOUS REINFORCING WITHOUT INTERFERING ~ BACKFILL o z_ po ° a °o° ~oo° o 000 0 V Z °~°0 / °°0°0°0 ~ W
IDENTIFY UTILITY BARS AROUND PIPE FITTING WITH BOLTING OPERATIONS. % (SEE BELOW) TAG WITH SPECIFIC 8" MIN. ~ ~ HAUNCHING 0 0 ///°o °°°°°°0° DIRECTION aF FLOw ~4" FLARED END E TI N ~ W o° ° °0 T T S C 0 W Q ~
UTILITY, SIZE, AND ~ \ DEPTH TD INVERT 12" MAX. \ ~ 4" BEDDING ~ 4" BEDDING o - 0 ° J _ 12" THRU 72" PIPE sECrICN A-A ~ - ~V ~ ) z >
~~~\\rr\\ \~\\r\\\i\\\jr, \/\\\i\\\i\\\ (MIN.) \\\i\\\ra\\/r\ ./\\/\\\r\\\i\\\ (MIN.) - END VIEW N.T.s. ANTI-SEEP COLLAR o rn - ~ ~ w
24" MIN. , /~\\/\,~r r ; . 4. 4„ _ ° oo° °oo = oo°° o - ~ N.T.S. ~ 0 0° o ° ° o °0° ° 0° 0
#4 REBAR EXPOSED `CONCRETE ~ ~ ,,\y,~,\\ y,~ ~y,\\ , y,\y,\y,\y, REINFORCED CONCRETE PIPE RCP ADS OTHER PIPES WYE PLUG WYE IF SERVICE LATERAL N DOES NOT CONTINUE ~ r ~
SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION O
> ° AND SPIRAD RIB PIPE INCDUDINC SPIRAD RIB PRIVATE SANITARY SEWER / d
\ \~r° ~\~\\r\\~\\,fi #5 BARS SMA~DER AN 60 ~ PIPE 60 ~ AND ~ARCER \,~y. STORM SEWER CLEAN-OUT _ /
UPWARD THRUST BLOCKING DOWNWARD THRUST BLOCKING N.r.s. AND WATER AND SEWER N.T.S. ~ - - - ~ ~ 111-111 ~ I-I I I ~ _ WAL~vIART STANDARD DETAIL DOWNLOAD DATE. D2/0912005 /
\ \ \ \ \ (SEE HORIZONTAL BLOCKING DETAIL) / i / / / i, N.T.s. III=1 ~ ~ - - - - ~ ~ //j - - - - /j ~
i / ` , / / / (ALL BENDS SIMILAR) WATER AND SEWER TRENCH WIDTHS III- ~ ~-III-
PIPE DIA. W / / d2" O.D. OF PIPE + 12" TO 18" GENERAL NOTES: ~ O z
/ UPWARD THRUST BLOCKING - ( ) / / - 18" MIN. >12 > O.D. OF PIPE + 18 - - / - - w 1. SEE SECTION D23o0 / = - ' BACKFILL COMPACTED U EARTHWORK FOR / / III- -III /
\ \ \ BURIED (REQUIRED REINFORCING BARS & CUBIC YARDS OF P.C. CONCRETE WELD TO PLATE 1 1 / 90' BEND 45' BEND 22/2•BEND 11/4•BEND GENERAL NOTES `i,~\ ~ - - - - PER SPECIFICATIONS INSTALLATION OF FRENCH -III. =III-
\ REwF REwF REINF REINF 1. BEDDING SHALL BE CLASS I-A WORKED BY 6. ALL MATERIALS ARE CLASSIFIED IN \ ~ PIPE coNC. coNC. coNC. CONC. 12. REFER TD THE GRADING AND DRAINAGE DRAIN - - dNAGE III= ~ -III
~ \ \ slzE c.Y. c.Y, c.Y, c.Y. HAND. IF GROUNDWATER IS ANTICIPATED ACCORDANCE WITH ASTM D 2321-LATEST / / QTY. SIZE QTY. slzE arr, slzE QTY, slzE PLAN," THIS SET, FOR THE "FILL HEIGHT ' THEN BEDDING SHALL BE CLASS I-B EDITION. TABLE FOR RCP PIPE" AND ASSOCIATED iEIGHT / _ ' FILTER DRAINAGE
\ ~ COMPACTED TO 95% STANDARD PROCTOR. ~ 7. ALL MATERIALS SHALL BE INSTALLED IN NOTES TO DETERMINE THE "CLASS" OF PIPE ;IATED 000 00 ~ 0""00"00 / " OF PIPE 000 000 .00 00 0 FABRIC PER SITEWORK
/ ~ ~ , / / ~ ~ MAXIMUM 6" LOOSE LIFTS IN ACCORDANCE 2. HAUNCHING SHALL BE WORKED AROUND THE (E.G. CLASS III OR CLASS IV) REQUIRED ~ ~ 000oo~~r '0pOO0p0° ~ SPECIFICATIONS JIRED o°o~ ~ o°°o
PIPE BY HAND TO ELIMINATE VOIDS AND WITH ASTM D2321-LATEST EDITION. FOR THE CALCULATED COVER. 3/16° x1o"x1 o" ~ ~ ~ SHALL BE CLASS -A OR CLASS I-B OR 00 °000 K w~ 0 0c ~ 0 00 \ li
r P r / / / / ` B. CLASS III AND IU-A MATERIALS SHALL BE 13.1E A PIPE MATERIAL OTHER THAN RCP IS s EEL LA E ~ ~ ~ CLASS II COMPACTED TO 95% PROCTOR. COMPACTED NEAR OPTIMUM MOISTURE SELECTED FOR STORM SEWER CONTRACTOR oc ~ z 0000 RCP IS o - o o W
\ \ \ NOTE: \ 3. INITIAL BACKFILL SHALL BE CLASS I-A CONTENT, SHALL CONTACT THE PIPE MANUFACTURER / / REBAR IS TO BE CUT (TRACTOR ~ \ o ~ ~ ~ ° °o ICTURER po X00 PERFORATED CORRUGATED 0 0
OFF 6" BELOW suecRnDE NOTES: WORKED BY HAND, OR CLASS -B OR CLASS g. FILL SALVAGED FROM EXCAVATION SHALL BE TO DETERMINE COVER CONSTRAINTS OF THE 0o POLYETHYLENE PIPE PER Z ~ S OF THE o- AASHTO-252. SEE GRADING W O O r
AFTER uTrLITY coNNECrION II COMPACTED TO 95% STANDARD PROCTOR. FREE OF DEBRIS, ORGANICS AND ROCKS PIPE MATERIAL FOR VARIOUS HEIGHTS OF IS COMPLETED AND PRIOR 1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE COVER, FOR DEEP INSTALLATIONS, AS HTS OF 000"0 oao0. PLAN FOR PIPE FLOWLINE, 0 0 ~ AS ~ 000 00 SIZE, LENGTH AND SLOPE. V N to
ro PAVING 4. INITIAL BACKFILL NDT UNDER PAVED AREAS LARGER THAN 3". pEFINED BY THE PIPE MANUFACTURER 2. WRAP ALL FITTINGS WITH VISQUEEN. RER, 0000 0ooc ~ °o
usE AT CAPPED ENO aF ALL urlurY SERVICE coNNECnoNS 3. BncK ALL TEES AccoRDwc ro slzE of BRANCH. CAN BE CLASS III COMPACTED TD 95% 10. ALL TRENCH EXCAVATIONS SHALL BE CARE SHALL BE TAKEN 1 TO INSTALL THE a. BncKwc FUTURE LINE ExrENSIONS SHALL BE SUCH rHnT LATER REMOVAL Is PossleLE. STANDARD PROCTOR. SLOPED, SHORED, SHEETED, BRACED, OR ) TO/FROM SAM'S CLUB, WAL*MART STORES & SUPERCENTERS 5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. CORRECT STRENGTH PIPE AND~OR 2) TD FALL THE 0 0 0 °o o ~ co O N N T 12 00° 0c 12 ~ ^?rnV 2) 0
urlurv coLaR s. REncnoN BncKINC rnBLE Is BnsED oN P.s.l. AND solL eEnRINC PRESSURE 5. FINAL BACKFILL CAN BE CLASS I, II, III, OR OTHERWISE SUPPORTED IN COMPLIANCE WITH SELECT THE PROPER BEDDING OR BACKFILL BACKFILL ~ - 0 00 0 0 \ ~ z ~ ~ ~ Z
SEWER GREEN aY i__ Ib./5q.ft. ADDITIONAL BACKING MAY BE REQUIRED IN soME AREAS ns DIRECTED IV-A COMPACTED TD THE SPECIFICATIONS IN OSHA REGULATIONS AND LOCAL MATERIAL AND FOLLOW PROPER wnrER BLUE B ENCNEERS. ORDINANCES. (SEE SPECIFICATIONS) / °o 0 0 . ~ vi C (7 O - ~ \ i0 o0c ~ SIZE, LENGTH AND SLOPE. L ~ ~ Z N Z Q
sroRM oRnIN WHITE 7. ALL coNCRETE SHALL BE zsco Ps.l. "SITE SUBSURFACE PREPARATION° NOTE INSTALLATION PROCEDURES. IF THE PIPE ELECTRICAL RED a. 1B" AND LARGER REQUIRES sPEaFlc ANTI-THRUST DESIGN. LOCATED ON THE "GRADING AND DRAINAGE 11. ALL TRENCHES SHALL BE DEWATERED MANUFACTURER'S BEDDING AND BACKFILL =PIPE ~ ,oo o0c o o Q 4CKFILL 6 1 ~~po 0o0oc / CLEAN STONE AS SPECIFIED N W { W ~ co ~ 000 000 0 BY STATE AND LOCAL Z ~ > ~
cns YELLOW PLAN," THIS SET. ACCORDING TO ASTM D2321-LATEST RECOMMENDATIONS OR REQUIREMENTS TELCD/cnrv ORANGE EDITION. EXCEED THOSE LISTED IN NOTES 1-5, THEN NTS ~ c, ~o ~ SPECIFICATIONS OR ~ U
FUTURE SITE LIGHTING PINK FIBER aPnc (cns srnTloN) PURPLE THEY SHALL BE ADHERED TO AND - TH ~ 0 0 0 0 a 0 ~ ~ p 5, EN \ ~ ~ 00 ~ 00 3/4" (MIN.) PLACED IN N p~ ~ 000 ° N 'o ~ ~ ~ F
PROVIDED TO THE GEC. ~ 000000 .0000 8" LIFTS AND COMPACTED N 00°00000 °00 00 PER SPECIFICATIONS ~ ~ 0000 000 00 0„ 0.,~ 000000 ~ 1C
VERTICAL "STORM SEWER TRENCH AND BEDDING" UTILITY MARKING DETAIL 000 000 00 00 000 000 00 00 ~ W LO ~ J
N.T.s. THRUST BLOCKING AND "WATER AND SANITARY SEWER TRENCH AND BEDDING" i ~ O
MODIFIED WAL-MART STANDARD DETAIL N.T.S. N.T.S.
DovvNLOADDATe 12nvoa WAL-MART STANDARD DETAIL DOWNLOAD DATE: 12104/01 2 MIN,
M
8" I.D. STEEL PIPE w
FILLED WITH CONCRETE PAINT WITH YELLOW 0
FRFN('.N f1R01N f1FT011 ~p~nlru nQOlnl ~
NLFLLWIVL INAFFIL; F'AINI .v. , ,XL,vv„ v,vrv,v 1 1
W W VOICE/DATA BOX HOFFMAN #A1614CHNF BOX IG RECEPTACLE BOX N.T.S. N.T.S. MODIFIED WAL MART STANDARD DETAIL oovmLoAO SATE 12120/04
O.D. O.D. HOFFMAN #A16P14 MOUNTING PLATE APPLETON #FD-1-100-A
GFCI RECEPTACLE BOX 15A 125V IG RECEPTACLE NEMA L5-15R HUBBELL #IG4710 0
UNDISTURBED r\\ UNDISTURBED \\\r APPLETON #FD-1-100-A EARTH OR - EARTH OR WOODFORD MODEL Y2 20A 125V GFCI RECEPTACLE 2" CONDUIT OFFSET NIPPLE 6 6 Z
COMPACTED COMPACTED FREEZELESS YARD HYDRANT NEMA 5-20R HUBBELL #GF53621 WITH BACKFLOW PREVENTER FILL x\ FINAL FILL FINAL 1 .09 Doi Q P.C. CONCRETE N
BACKFILL BACKFILL LENGTH AS REQUIRED BY 2" GALVANIZED RIGID COUPLING LOCAL FROST DEPTH CONDITIONS W a
O GFI RECEPTACLE BOX \ 0 CONCRETE FOUNDATION LIMITS APPLETON #FDC-1-100-A IN-LINE GFCI BOX CD
APPLETON FDC-1-100-A 3 PIPE z PIPE z \ 20A 125V GFCI RECEPTACLE # 2" TYP. 6" Q 0 ° WELDED WIRE FABRIC (n
SPRING / - / SPRING / - / WELD UNISTRUT TO PIPE TYP OF 5 U, LINE / INITIAL LINE INITIAL NEMA 5-20R HUBBELL #GF53621 20A 125V GFCI MODULE J BACKFILL BACKFILL 5/8" x 1 5/8" UNISTRUT TYP HUBBELL #GFM20 ~ I I z 6x6-W2.1 XW2.1 -J
NOTE: BOXES SHOWN WITHOUT ° ° d o Q ° d d
w o j\ \ HAUNCHING \ )HAUNCHING WEATHERPROOF COVERS TYP OF 3 ° d N
~ 4" BEDDING )4" BEDDING OW
\~\\r\\\i\\\ \\\i\\\r. (MIN.) \\\i\\\~\\ \\\a\\i\\ (MIN.) 4" PIPE DIA. W 4" 1/2" EXPANSION
<12" O.D. OF PIPE + 12" TO 18" >12" O.D. OF PIPE + 18" JOINT MATERIAL
U SECTION A -A COMPACTED SUBGRADE o ~
3 ENCLOSURE ELEVATION 0~
WATER LINE SANITARY SEWER ~ J VARIES (SEE GRADING PLAN) -
N.T.S. N.T.S. ILITY BOLLARD
c GENERAL NOTES GE W TO BUILDING 2" CONDUIT OFFSET NIPPLE 1CONDUIT OFFSET CURB
SET 1/2n EXPANSION
4a-- RD HYDRANT 1. BEDDING SHALL BE CLASS I-A WORKED BY 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN GIG a o NIPPLE o HAND. IF GROUNDWATER IS ANTICIPATED, BE CLASS IV-A COMPACTED TO 95% STANDARD Q
E THEN BEDDING SHALL BE CLASS I-B PROCTOR. 2 1" CONDUITS COMPACTED TO 85% STANDARD PROCTOR. JOINT MATERIAL N to „ 6
0 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH ASTM D 2321-89. (1) 2" CONDUITS N "IN USE" WEATHERPROOF P J ERPROOF d a
0 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE COVER HUBBELL #WP8M
0 BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL BE INSTALLED IN STANDARD 6° BOLLARD 0 I-A OR CLASS I-B OR CLASS II COMPACTED TO MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE LOCATED 2'-3" FROM THE TOP OF PAVEMENT ° a- 6 w A A
85% PROCTOR. WITH ASTM D 698. CLASS III AND IV-A CENTER OF THE UTILITY MATERIALS SHALL BE COMPACTED NEAR BOLLARD TYP OF 4 GALVANIZED RIGID 2'-0" (MIN) 4. d d d °
3. INITIAL BACKFILL SHALL BE CLASS I-A OPTIMUM MOISTURE CONTENT. CONDUIT TYP OF 3 w WORKED BY HAND, OR CLASS I-B OR CLASS 11 NOTE: LIGHT POLE BASE MAY o z d ° SEE GRADING PLAN DESIGNED BY:
COMPACTED TO 85% STANDARD PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE _ SERVE AS ONE OF THE FOUR w o FREE OF DEBRIS, ORGANICS AND ROCKS PROTECTION BOLLARDS a mN a d d BRRITCM Q a a FOR LENGTH
4. INITIAL BACKFILL NOT UNDER PAVED AREAS LARGER THAN 3". 0 0 CAN BE CLASS III COMPACTED TO 90% 3000 PSI CONCRETE of a Q a DRAWN BY: TCM a..N d0
o STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, > SHORED, SHEETED, BRACED, OR OTHERWISE PLAN VIEW TO ZTT CHECKED BY: MAE
= 5. FINAL BACKFILL SHALL BE CLASS 1, 11, OR SUPPORTED IN COMPLIANCE WITH OSHA BUILDING U 111 COMPACTED AS NOTED IN NOTES 3. AND REGULATIONS AND LOCAL ORDINANCES. (SEE Q DATE: 01-19-10
co 4. SPECIFICATIONS) N B a ° SECTION B-B PLAN
d N PROJECT#: 018426001
0 1 -6 REMOTE GARDEN CENTER UTILITY BOLLARD WITH - ELEVATION VIEW ONE CUBIC FOOT OF > UTILITY TRENCH GRADED STONE FOR DRAIN
W ° ELECTRICAL AND DATA CONNECTION J AND BEDDING
~ N.T.S. N.T.S. CONCRETE FLUME N.T.S.
WAL-MART STANDARD DETAIL MODIFIED WAL-MART STANDARD DETAIL DOWNLOAD DATE: 12/21/04 DOWNLOAD DATE 10!09109 re 10/09/09 MODIFIED WAL-MART STANDARD DETAIL DOWNLOAD DATE 12120104 C
Y
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 ' 13 14 15 16 17 18 17 18 19 20
15'-4"
B A 6'-0' 6'-0" 3'-4" 6'-0"
CARRIER TOP 6`, 100% STANDARD (MIN) ;MIN) (MIN) (MIN) R/W R/W Kimle -Horn I rw0 ONE I 3D' oA 4D' A
CASING PIPE PRUCTOR UNDER BACK GF WALK plpE PAVEMENT OF WALK TDP OF LANES LANE n A I?I l In CURB a SSOC ~ es,
c 12 21 ~ w ~ L~ DUT IN APPROVED STREET TREE NC LICENSE #F-0102 LOCATED IN CENTER OF 1919 SOUTH BOULEVARD
C B 1?" ~ 3 z ~ / pEPRESSED - LANDSCAPE SUITE 100 DEPRESSED GUTTER CHARLOTTE, NORTH CAROLINA 28203
CGMPACTED / SL[JPE [JR ~ ~ 3 ¢ w Q BACKFILL IN SHORING PER CURB SLOPE 1 CURB SLOPE 121 LINE ~8' 16' PHONE: (/oa) 33s-ozlo
0 4 2 4 4 c o~ m m ~ 95% STANDARD OSHA FC-FC FC_FG s FAX: [phone] FRONT ELEVATION aYTRAGWNE NRKMRD UM ATEMD NED ~ ~ Oc zDia
18 3 ~ ~ ~ W W ~ i~ PROCroR FRONT i?0' FRBNT OF SIGHT TRIANGLE cti~~
E l" 1" Z ~ m m MAX PROJECTION CAN NUT EXCEED 4~' ABUVE PAVEMENT.
~ ~ooo B- A o o ~ ~ 5'-3" (MIN) R=30 10~
~ ~ iu ~ VARIES 6.5' TO 13.5' UTILITY EASENENi B 5'-3" (MIN) DNE-HALF OF PAVENENT 2'D' OR 1/P" EXPANSION SIGHT TRIANGLES .6. ~1"IFT
N (`7 C7 Z o ~ _ 1/4"/FT SLOPE - 1/4"/FT. SLOPE - JOINT 7D' i-a°IFT IFT MAX 2:1
o SECTION A-A SECTION B-B CLEAN BACKFILL MAX 1~,1 S N MAX 1P,1 S ~ ~ ~ ~ ~ - WALK
(NO MATERIAL LARGER THAN 2") NU RGCK AGAINST PIPE .CUFF ~ R/W ~ ~ -----~/W (IF AEQ'D EDGE OF PAVEMENT Q ~ EDGE OF PAVEMENT . ~ o STORM GRAIN BOTH SIDES) 0 Q TV TEL
r O ELECT. ~ ~ ~ `E GAS
`o EXISTING ROAD AS AEQUTAED UNDER GROUND
c IN ROCK UNDERCUT M[IN. DF 6" ~ BACKFILL W/ CUMPACTED R/W ~/W FOA STREET CLASS 2 TILITIES OTHE SEWER NEAR CENTER OF STREET ~ THAN WATER, SEWER
CARRIER PIPE CASING P[PE PIPE SUPPGRT ASSEMBLY MARK NUMBERS DIMENS[GNS „ „ 12" so[L oR k67 sroNE. Hwv R/R TYPE 1 S~ (NOT CLOSER THAN 5' FROM FACE OF GUTTER LINE ANO STORM GRAINS TD BE OUTSIDE AIW
ID GD OD WALL/TH WALL/TH 1 2 3 4 A B C NOTES MINIMUM SECTIDN LINE UNLESS OTHERWISE APPROVED ~ 1~1~III111If~,~
4' 4.80' 1275' 0188' 0250' 8' x 2' x I/a' 6' z @ V2' z 114' 6' x 1/a' 3/8'0 1080' 1 3/a' 3/a' 6' 6.90' 1275' 0188' 0250' 8' x 2' x I/a' 6' z 1112' z V4' 6' x 1/a' 3/8'0 1090' t 3/a' 3/a' 1. FUR USE W[TH ALL D[P, RCP, VCP & PVC PIPE, EXCEPT GRAVITY SEWERS, UNLESS LDCATIUN DF WHEELCHAIR RAMPS R RAMPS \~\4``~ CAS®'®/p
e' 9.05' 1600' 0.250' 0281' e' x 2' x Ila' 6' x 2' x 114' 6' x 1la' 3/8'0 1405' t B/a' B/a' CUN?ITIGNS OF POUR GR SATURATED SOIL GR RGCK ARE PRESENT. ALL STREET CURBS BEING CONSTRUCTED DR NG CUNSTRUCTED UR RECDNSTRUCTE? UR ALTERED FGR ANY REASGN, NOTES w~ Q± m '~n ~,e'!i~ NOTES: ,q ~ ~S/p ~ :HAIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS 1. RESIDENTIAL COLLECTOR STREETS AND ALL COMMERCIAL STREETS TO HAVE w"'~e~
l0' 11.10' 1800' 0.250' 0.312 8' x 2' x I/a' 6' x 2' x 114' 6' x 1/a' 3/8'0 16.10' t 3/a' 3/a' SHALL PROVIDE WHEELCHAIR RAMPS FDR THE 12' 13.20' 2000' 0.250' 0.344' e' x 2' x Ila' 6' z 1314' z 114' 6' x 1la' 3/8'0 1770' t a/a' a/a' EXCAVATE AT P[PE BELLS SO BELL DOES NOT SUPPORT PIPE WHERE BOTH CURB AND GUTTER AND S[DEWAI GUTTER AND SIDEWALK ARE PROVIDED AND AT GTHER MAJOR POINTS GF MINIMUM WIDTH DF SINGLE LANE IS 16 FEET, FACE OF CURB TD FACE DF CURB. SIDEWALK ON BOTH SIDES OF STREET. LOCAL RESIDENTIAL STREETS ~
14' 15.30' 2400' 0.250' 0.406 8' x 3' x Ila' 6 z 2 3N' z V4' 6' x 1/a' 3/8'0 2180' 2 t/a' t t/a' 3. TRENCH S[DE SLOPES SHALL BE IN ACCDR?ANCE WITH OSHA REQUIREMENTS PEDESTRIAN FLOW. PROVISIONS FOR RAMPS ~ 16' 17.40' 3000' 0312' 0.500 8' z 3' x 3/B' 6' z 4114' z 3IB' 6' x 3/B' 1/2'0 2740' 3' 13/8' SUPPORT OR SHORE AS REQUIRED. SIDEWALKS ARE INITIALLY PLANNED DR MAY dISIDNS FOR RAMPS SHALL BE MADE [N ALL CURB CONSTRUCTION WHERE TO w,vE SIDEWALK oN ONE (OPPOSITE FROM WATERLINE SIDE) SIDE OF ° $ AL LY PLANNED OR MAY BE CONSTRUCTED IN THE FUTURE STREET. INDUSTRIAL STREETS TO BE OETERNINED BY TOWN. ALL DRIVEWAYS LOCATIONS, GRADES, AND CUTS SHALL BE AT A MINIMUM, IN 2. FOA THOAOUGHFAAES ANO COMMERCIAL/INDUSTRIAL STREETS ,
18' 19.50' 3000' 0312' 0.500 8' z 3' x 3/B' 6' z 31N' z 3IB' 6' x 3/B' 1/2'0 2750' 3' 13/8' BEGIN SIDE SLOPE, IF USE?, APPROX. 18" ABOVE TOP DF P[PE ACCORDANCE WITH THE LATEST EDITION DF THE "POLICY DN STREET AND SUBMIT PROPOSED TYPICAL SECTION TO TOWN ANO N.C.O.O.T. r ~ o
20' 21.60' 3000' 0312' 0.500 8' z 3' x 3/B' 6' z 2 V4' z 112' 6' x 3IB' 1/2'0 2760' 3' 13/8' 4. BACKFILL OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE [S LAID COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY CONSTRUCTION NOTES 24' 25.80' 3600' 0.375' 0.562 8' z 4' x 3IB' 6' z 2314' z 112' 6' x 1/2' 1/2'0 3305' 3' 13/8' EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN 8" LAYERS AND L NO SLOPE SHALL EXCEED 1" 1' (12Q) ON AY A T TH A A H H AY " P H Y TH FOA INDIVIDUAL REVIEW AND APPROVAL. ..(~,,~~II CCp~-,~~~ " DRIVEW CCESS O NOR C ROLIN IG W S , UBLIS ED B E 9. UNLESS OTHERWISE STATED IN THIS ORDINANCE, STREET TREES SHALL BE °~Y(jIA,I~C" :XCEED 1 1 (tEQ) UN THE RAMPS DR SIDEWALK NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, TRAFFIC ENGINEERING BRANCH PLANTED aT A RATE aF 5 PER 2oD FEET, PER SIDE. o~ , e n , ,y. ~
NOTES DIMENSIONS FUR SUPPORT ASSEMBLY MEMBERS AND CASING PIPE BASED UN MJ DI PIPE PIPE WITH OTHER THOROUGHLY COMPACTED INTO PLACE 2• IN ND CASE SHALL THE WIDTH OF WHEE ~?cl ~ ~ M~ THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40', WIDTHS MAY ~f
TYPES of JDINrs MAY REQUIRE mFFERENr s¢ES• 5. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO R[SE IN UNBACKF[LLE? TRENCHES EXCEED 40' IF NECESSARY AFTER THE PIPE HAS BEEN PLACED 3. CONCRETE SURFACE SHALL HAVE A ROUT ;ESSARY CURB AND GUTTER NDT SHOWN FOR CLARITY ALL DIMENSIONS ARE TD FACE f~lflillll~~ SHALL HAVE A ROUGH, NUN-SKID FINISH OF STD, 2'-6" CURB & GUTTER OR BACK TO BACK OF 2' VALLEY GUTTER I~t4'[d
4, A t/2" EXPANSION JODMT W[LL BE REQU 6, ALL MATERIAL UNDER PAVEMENT SHALL HAVE AN [N PLACE DENSITY OF 100% TO A DEPTH JOINS ANY R[G[D PAVEMENT OR STRUCTI JUDMT W[LL BE REQUIRED WHERE THE CGNCRETE WHEELCHAIR RAMP RIGHT ROAD SHOULDER SECTION ~ ~AVEMENr oR SrRUCruRE. SHOWING UNDERGROUND UTILITIES
6' BELOW SUBGRR?E, AND 95% AT DEPTHS GREATER THAN 6'. MAINTENANCE DF MEDIAN IS THE RESPONSIBILITY OF THE DEVELOPER AND/DR
HIS ASSIGNEES PERMIT SET
TRDUTMAN, NC STANDARD DETAIL DATE APRIL 2006 TRDUTMAN, NC STANDARD DETAIL DATES APRIL 2006 TRUUTMAN, NC STANDARD DE NC STANDARD DETAIL DATES APRIL 2006 TRDUTMAN, NC STANDARD DETAIL DATE APRIL 2006 TRDUTMAN, NC STANDARD DETAIL DATES APRIL 2006
PIPE INSTALLATION SCALE NONE PIPE INSTALLATION ScALE~ NONE ROADS ROADS SCALES NONE ROADS SCALES NONE ROADS SCALE
STEEL_ ENCASED PIPE SUPPORT STANDARD P-s TYPE 1 BEDDING SrANDARp P-1 WHEELCHAIR RAN _CHAIR RAMP STANDARD R-14 DIVIDED ENTRANCE STANDARD R-lo RIGHT SHOULDER SECTIDN STANDARD
w E
PIPE TDP 6' - 100% STANDARD PRDCTGR DD SEE
UNDER PAVEMENT 1'-0' 1'-D' TDP 6', 100% STAN?ARD /W 2'-6° R-5 DRIVEWAY WIDTH VARIES 30' OR 40' 60' OR 80' RIGHT OF WAY
PROCTOR UNDER PAVEMENT EXPANSION JT DRIVEWAY SLOPE DR SHORING MIN. MIN. SEE SEE NOTE 1
~ PER OSHA. COMPACTED BACKFILL - IN B' B , - _ LAYERS, 95% STANDARB RE6 2'-6" MINIMUM PAVEMENT WIDTH = 30' 1~ F B ~ ~ APPROVED STREET TREE
\ III pRDCTOR IIIIII III' ~'fti 6' ~ ~K' LOCATED IN CENTER OF 6" 6" 6° C~' C~~ LANDSCAPE AREA
~ I-1 r ~ tti 1/4"/FTC ~ f- 1/4" PER FOOT 1/4" PER FOOT S~"
_ 'I! ~ LOPE oR SHORING PER osHA COMPACTED BACKFILL [N B' T~ i i~.
LAYERS, 95/. STANDARD PROCTOR 6 MIN. '=~r3~ ~M''y,~,., 2'-6" CURB A
NO. 67 STONE BEDDING ~ GUTTER E
1/4 PIPE D.D. BELOW P[PE CURB ~ GUTTER PERE 12 MIN. CLEAN BACKFILL ER PERMISSIBLE CUNSTRUCTIUN JUINT 10~
(ND MATERIAL LARGER THAN 2') / (MIN. 6') & MM. DF 6' DYER UTILITY EASEMENT
NO ROCK AGAINST PIPE TDP DF P[PE B , B ~ EXPANSION JT 2'0" OR ONE-HALF OF 1"/FT 2'6 PAVEMENT WIDTH (n
P 4' MIN. PLAN NAX 2:1 ~-1°IFT a SFr--~ TYPICAL CROSS SECTIDN 0
AGGREGATE N0. 61 0 AL COMMERCIAL AND INDUSTRIAL STREETS rn VARIES 6.5'
BEDDING-t/4 PIPE D.D. SEE NOTE 4 ° iv TO 13.5' STORM DRAIN W o TELO COMMERCIAL STREETS TO HAVE 5' SIDEWALK ON BOTH SIDES OF STREET, ~
BELOW PIPE (MIN 4") AND a 4" uP ro PIPE MmpolNr TYPE III 6' MIN. ELECT. GAS
M[N. GUTTER „ u l2 LOW LWE , GurrER 4 INDUSTRIAL STREETS MAY HAVE TO HAVE SIDEWALKS (MIN. 5' WIDE) ON F _ ~ --1/4'/F T. UNDER GROUND AS AEQUTAED ONE OR BOTH SIDES OF STREET AS DETERMINED BY THE TRC~ MINIMUM W ~LUW LINE TILITIES OTHE FOA STREET CLASS RADIUS W[TH INTERSECTING STREETS TO BE DETERMINED BY THE TOWN C F
TYPE II THAN WATER, SEWER Q ~ AND STORM DRAINS SEWER NEAR CENTER OF STREET DR NC DD T. Q
MIN. ~ NorES~ T TD BE OUTSIDE A/W r LINE UNLESS (NOT CLOSER THAN 5' FROM FACE OF GUT
NOTES' L FOR USE W[TH ALL GRAVITY SEWER P[PE WHEN CONDITIONS DF PDDR OTHERWISE APPROVED
1. FDR USE W[TH ALL SEWER PIPE, UNLESS CONDITIONS DF PDDR DR DR SATURATED SOIL DR ROCK ARE PRESENT. SECT, SECTIDN B-B O PAVEMENT SCHEDULE z
SATURATED SD[L DR ROCK ARE PRESENT' 2. TRENCH SIDE SLOPES SHALL BE [N ACCORDANCE WITH OSHA REQUIREMENTS SUPPORT DR NOTES` A~ 10" COMPACTED AGGREGATE BASE COURSE OR 5" BITUMINOUS CONCRETE BASE 1. RESIDENTIAL COLLECTOR STREETS ANO ALL COMMERCIAL STREETS TO HAVE
2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. SUPPORT DR SHORE AS REQUIRED. BEGIN S[DE SLOPE, IF USED, APPRDX 18' AABOVE TDP OF PIPE NOTES SHORE AS REQUIRED BEGIN S[DE SLOPE, IF USE?, APPROX. 18' ABOVE TOP OF PIPE. ll COMMERCIAL DRIVEWAYS SHALL BE AT SIDEWALK DN BOTH SIDES OF STREET. LOCAL RESIDENTIAL STREETS COURSE TYPE B-~S~OC~ ~EWAYS SHALL BE AT A MINIMUM, IN ACCORDANCE T° HAVE SIDEWALK ON ONE (OPPOSITE FAON WATERLINE SIDE) SIDE OF OB 3" BITUMINOUS CUNCRETE INTERMEDIATE CUURSE TYPE I-19OC, PLACED
3. BACKFILLING DF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE W[TH THE LATEST EDITION DF THE 'P r EDITION OF THE 'POLICY UN STREET AND DRIVEWAY ACCESS TU STREET. INDUSTRIAL STREETS TO BE DETEANINED BY TOWN. HIGHWAYS', PUBLISHED BY THE NGRTH CAROLINA DEPARTMENT OF 2. FOA THOROUGHFARES AND CONMEACIALIINOUSTAIAL STREETS IMMEDIATELY UPON FINAL PREPARATION GF ABC STONE BASE
3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE DF MECHANICAL NORTH CAROLINA HIGHWAYS", PUBLISHE TAMPS ONLY. EACH AND EVERY LAYER DF BACKFILL SHALL BE PLACED LOOSE IN TRANSPORTATION, TRAFFIC ENG[NEER[N [S LAID. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE DF MECHANICAL BE 12' MIN., 24' MAX.. TRAFFIC ENGINEERING BRANCH, RESIDENTIAL DRIVEWAYS SHALL SUBMIT PROPOSED TYPICAL SECTION TO TONN AND N.C.D.O.T. © BITUMINOUS CONCRETE SURFACE COURSE, TYPE 5-9,5B, PLACED IN ONE LIFT, MAX.. FOR INDrvIDUaL REVIEW aND APPROVAL. D~ TACK COAT SHALL BE APPPLIED BETWEEN ASPHALT PLANT M[X COURSES,
TAMPS ONLY EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN B' LAYERS AND THOROUGHLY COMPACTED INTO PLACE 3. UNLESS OTHERWISE STATED IN THIS ORDINANCE, STREET TREES SHALL 8E PLANTED AT A RATE OF 5 PEA 200 FEET, PEA SIDE. EXISTING SURFACE SHALL BE CLEANED PRIOR TU TACK COAT APPLICATIUN, H n FALL BE 6' DEEP, MINIMUM
8' LAYERS AND THOROUGHLY COMPACTED INTO PLACE, 2) ALL CONCRETE SHALL BE 6' DEEP, MII 4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLE? STREET TYPE MIN, R/W WIDTH MIN. PAVEMENT WIDTH
4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TD RISE [N UNBACKFILLED TRENCHES AFTER THE P[PE HAS BEEN PLACED. 3) M[N[MUM RADNS RESIDENTIAL 2'-6"MIP TRENCHES AFTER THE P[PE HAS BEEN PLACED 5. ALL MATERIAL UNDER PAVEMENT SHALL HAVE AN IN PLACE DENSITY DF 100% TO A 4) THE DRIVEWAY RAMP MUST R[SE 4 INC RESIDENTIAL ~'-6"MIN„ 5' MAX.; COMMERCIAL 5' M[N, 30' MAX. STANDARD 60' 30' W
IMP Musr R[sE 4 INCHES ABOVE THE FLOW L[NE of THE LEFT ROAD SHOULDER SECTION COLLECTOR 80' 36', 48', OR 60' (BASED ON NUMBER NT No cLOSER THAN Two FEET FROM THE GurrER. SHOWING UNDERGROUND UTILITIES OF LANES REQUIRED)
5. ALL MATERIAL UNDER PAVEMENT SHALL HAVE AN [N PLACE DENSITY DF 100% TD DEPTH 6' BELOW SUBGRADE, AND 95% AT DEPTHS GREATER THAN 6'. GUTTER AT A PDDMT NO CLOSER THAN A DEPTH 6' BELOW SUBGRADE, AND 95% AT DEPTHS GREATER THAN 6'.
W TRDUTMAN NC STANDARD DETAIL DATE APRIL 2006 ~ J r
TRUUTMAN, NC STANDARD DETAIL DATE APRIL 2006 TRDUTMAN, NC STANDARD DETAIL PATE APRIL 2006 TRDUTMAN, NC STANDARD pET NC STANDARD DETAIL DATE APRIL 2006 TRDUTMAN, NC STANDARD DETAIL DATE APRIL 2006 V N SCALES O -
PIPE INSTALLATION SCALE NONE PIPE INSTALLATION SCALE NONE ROADS RDADS SCALES NONE ROADS SCALE NONE ROADS ~w V U Y/ W Z
TYPE II BEDDING STANDARD P-~ TYPE III BEDDING STANDARD P-3 DRIVEWAY RAMPS VERTIC PS VERTICAL C & G STANDARD R-11 LEFT SHOULDER SECTIDN STANDARD R-6 CROSS SECTIDN STANDARD P STANDARD ~ ui W a~
~ J -
Z ~ 0 W ~ w
_ ~
Z N O
~ ~ ~ EXPANSION CONTROL CONTROL CONTROL BACK OF ~'-6" VERTICAL CURB O
JO[NT~ `JOINT rJOINT JOINT d
FGR ASPHALT PAVEMENT 4" 2500 sl FORM PLATE EXPANSION LOW@PDINT MENT FOR ASPHALT PAVEMENT p JOINT JOINT CONCRETE
OVER CONCRETE a n J
w ASPHALT PATCH ~
rEX[ST, PAVEMENT :NT SECTIDN A-A R5o z O
a9 aD EXIST. PAVEMENT W U
21' 24' 45' MAX MIN
NEW CABC NEw cABC ~ 1D' OPTIONAL PLANTED
a' M[N. THICKNESS \ 5, MEDIAN I'-o" 1/2~ ~1/P"
i \ A A
/ TRENT TRENCH ~ Z K
/ WIDI / ~ wmTH \ ~ BACK OF 1'-6" W ~ cur PAVEMENT r VERTICAL CURB
PAST EDGE BF TRENCH U7 LEAVE STBNE BASE ~ ~ N
CONTROL FORM PLATE Z O O
JOINT JOINT W 00 v N~
NoTES~ R=25' ~r ~
1. UNTIL ASPHALT PATCH HAS BEEN [NSTA CB CB Z t0 O N N 'ATCH HAS BEEN [NSTALLE? STUNE BASE SHALL BE PLACED FLUSH R=35' ~ ~ z N
WITH THE EXISTING SURFACE FDR A MII NG SURFACE FUR A MINIMUM DEPTH OF l0 INCHES GENERAL NGTES z N ~ ~ Z 1. A GROOVE JDINT 1' DEEP W[TH 1/8' RADIUS SHALL BE REQUIRED O 0 vi O O 0
2. OPEN CUTTING OF STATE ROADS MUST E IN THE CUNCRETE SIDEWALK AT 5' INTERVALS BNE 1/2' EXPANSIUN CATCH BASINS REQUIRED IF z STATE RUADS MUST BE APPROVED BY NCDBT, AND REPAIRS JUINT WILL BE REQUIRED AT 45' INTERVALS, A 1/2' EXPANSIUN JDINT STREET DRAINS TOWARD L ~ p Z p Q Q
MUST BE MADE [N ACCORDANCE WITH NC ACCBRDANCE WITH NCDBT REQUIREMENTS. WILL BE REQUIRED WHERE THE SIDEWALK JUINS ANY RIGID STRUCTURE. 3 3 r W ~ ~ ~ ~ CUL-DE-SACS AT MORE Z N ~ r W F
3. EXISTING PAVEMENT SHALL BE REMDVEI 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6' THICK FUR FULL DRIVEWAY WIDTH ~ ~ THAN 3% O ~ ~ :NT SHALL BE REMUVED FUR A DISTANCE OF 1 FOOT BEYUND BOTH Q ~ ~ ~ O
SIDES DF THE TRENCH OPENING. TENCH OPENING. 3 WIDTH OF SIDEWALKS ON ALL STREETS, EXCEPT IN THE CENTRAL BUSINESS DISTRICT, ~ N O ~ SHALL BE A MINIMUM OF 5' WIDE. WIDTH OF SIDEWALKS [N THE CENTRAL BUSINESS ~ N F
4. ASPHALT PATCH TD BE TYPES 9.5B AS TU BE TYPE S 9.5B ASPHALL DISTRICT WILL BE DETERMINED BY THE TGWN. ~ ~
4. SIDEWALKS TU BE PUURED TU END OF RADIUS AT INTERSECTING STREETS. ' W J
CUL-DE-SACS O
COMMERCIAL/INDUSTRIAL DEAD END STREETS
TRGUTMAN, NC STANDARD DET NC STANDARD DETAIL DATES APRIL 2006 TRDUTMAN, NC STANDARD DETAIL DATES APRIL 2006 TRDUTMAN, NC STANDARD DETAIL DATES APRIL 2006
SCALE NONE ROADS SCALES NONE ROADS SCALES NONE M
PIPE INSTAL_LATIDP NSTAL_LATIDN ~
PAVEMENT REPAI STANDARD P-4 SIDEWALKS STANDARD R-lz COMMERCIAL CUL_-DE-SAC STANDARD R-7 IENT REPAIR I'-o' o

1/8'RAD
WHEELCHAIR RAMP N N
N
112' EXPANSION
JOINT SINGLE RAMP SHOWN DUAL RAMPS MAY V2'RAD 3'RAD 1/2'RA? P-6' CURB AND GUTTER N
BE REQUIRED DEPENDING ON PEDESTRIAN i/8'RAD Q CROSSWALK LOCATIONS. LOCATION AND
PROP CONCRETE CONSTRUCTION TO MEET LATEST NCDOT N N Q
coy 3 SIDEWALK AND ADA REQUIREMENTS EZD O
J_ Q 7 SURFACE OF GUTTER 7
W 11 2'-6' CURB AND GUTTER Z VJ U)
W H 1/8' RAD ve JOINT FILLER Q
C 1/e' J i
N a 25'RAD 0 Q T L
7 U T a JOINT SEALER I12' EXPANSION JOINT GROOVED JOINT IN SIDEWALK 6-1/2' l/8'RAD O W
3 RIGID 1/8' RAO -JOINT SEALER ~
STRUCTURE
c PROPOSED 1 L 2`D CONCRETE PROPOSER CURB v 18'RAD ;k__~
U 0) rDETAILS ON THIS % c IIS SHEET PERTAIN SIDEWALK AND currER T JOINT FILLER 2'-0' VALLEY GUTTER TRANSVERSE EXPANSION JOINT IN CURB AND GUTTER U-
3 0 DETAILS SHOWING EXPANSION JOINTS O IN CONCRETE SIDEWALK TRANSVERSE EXPANSION JOINT IN SIDEWALK
0 ¦ ¦ GENERAL NOTES
TO PUBLIC c RIGHTmC E 1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS, EXCEPT THAT
0 A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY P GENERAL NOTES SUPPORT FOR THE FACE CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES
O O 1. A GROOVE JOINT 1' DEEP WITH 1/8' RADIUS SHALL BE REQUIRED AT 10 FOOT INTERVALS O IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE V2' EXPANSION 2. JOINT SPACING SHALL BE PROVIDED TO PREVENT UNCONTROLLED CRACKING,
O JOINT WILL BE REQUIRED AT 45' INTERVALS. A 112' EXPANSION JOINT w WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 3. CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF TEMPLATES OR
c FORMED BY OTHER NCDOT APPROVED METHODS. NON-TEMPLATE FORMED JOINTS SHALL BE A MINIMUM DEPTH OF 1-112'.
`o d 4. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER. DESIGNED BY: DpppRS/~CM
o 5. EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. DRAWN BY: TCM
6. EXPANSION AND CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT ll
N 0 FILLER AND SEALER CHECKED BY: MAE
r U Q DATE:
co N 01-19-10 TROUTMAN, NC STANDARD DETAIL DATE: APRIL 2006 TROUTMAN, NC STANDARD DETAIL DATE: APRIL 2006
d 00
O ROADS SCALE NONE ROADS SCALE: NONE PROJECT#: 018426001
W 0 J SIDEWALK EXPANSION JOINTS STANDARD R-I3 CURB AND GUTTER STANDARD R-9 C-3 TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
W cl)
U
Y
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY

1 2 3 4 5 6 7 8 9 10 11 12 ' 13 14 15 16 17 18 17 18 19 20
NOTES A B A 1. MANHOLE BASE SHALL BE 3000 PS.I, 1/2' EXPANSION JOINT
CONCRETE PLACED GN UNDISTURBED o°UV o° o° o° ~o
GATE VALVE HYDRANT P T P F EARTH AND MAY BE PLACED AGAINST ° Kimle -Horn SLG E G O SHAPED BANKS IN L[EU GF FORMS. A CGNCRETE BASE ~ 000 2'-6' STD. CURB } Q
UNDISTURBED 2' TGWARD 2~ ALL MASGNRY MGRTAR SHALL BE & GUTTER IO'-O" n A ~ l ~n(~ TRGUGH ~ ~ e"1
~ MAIN EARTH A ~ MJ D[P PLUG. TAP PGRTLAND CEMENT 13 MIX. ,~t~ TRANSITION NC LICENSE #F-0102 A U- ~4' VALLEY SECTION TYP 1919 SOUTH BOULEVARD
~ FDR BLGWGFF ~ % CONCRETE THRUST BLOCK SCHEDULE 3. CARE MUST BE TAKEN TO FORM A HUB END ON OUTLET ALTERNATE FDR cod, GUTTER SUITE 100 - SMGDTH FINISH TRGUGH FROM END SECTIONS. SPIGGT B 24" VALLEY GUTTER M 'P cHARLOrrE, NORTH cAROUNA 28203
[F HYD NGT @ 15, W 12" PIPE BEND p v END OF LINE CDNC THRUST COLLAR ~ ~ CLASS A SIZE ENTRANCE PIPES TD EXIT P[PE, END GN INLET END l~, PHONE: (70a) 335-0210 c- i` ~ ' AND [N CURVED MANHOLES THE SECTION. PER. DESIGN FAX: [phone]
SEE W-2 FDR DETAIL 3000 PSI H 90 (TEE) 4s° ~i? 1/i?° 11 1/4° INC ES 0 4So CGNCRETE H L H L H L H L _ / • . d: TRGUGH MUST BE A SMOOTH 10' MIN. 1/2" EXPANSION JOINT Oc zoia p CIRCULAR ARC TANGENT TD THE
PLAN z' as~ ls' so' l.o' so' as' so so~ s N a' 1.s' ao~ 1.0' ~.s l.o' 1.s' l.o l.o' INSIDE WALLS GF THE PIPES
m I ~ 6" ~.0' 4.0' 1.5' 3.5' 1.0' 3.0' LO 1.5' ~ _ = 8' 2.5' s.0' HS' 4.0' Ls' 3s' 1.0' P.5' N 10' 3.0 6.5' 2.5' S.0' 2.0' 4.0' 1.0' 3.0' AT THEIR ENDS 3 ~ 1 i7 o V2' EXPANSION JOINT
~ ~ 12' 3s B.0' 3.0' s.0' 2s' s.0 Ls' 3s' n 4 PRGTECTIVE WALL FOR GUTSIDE ?ROP ~ SLOPE SHALL BE A MINIMUM OF B' MASONRY. ~ SEE SECTIGN B-B b
GATE VALVE * FOR DESIGN PRESSURE=200 PSI FOR PIPE SIZES LARGER THAN 12" FOR MATERIALS 1/2° EXPANSION JOINT B S THE SLGPE OF THE GUTSIDE DROP E o
TYPICAL SECTION DESIGN FOR ACTUAL THRUST FDR FLAN o PRESSURE = 200 PSI P L A N TROUGH SHALL BE 1/4' PER FOOT. q
b TEE OR BEND N 6 MANHOLE TD CGNFORM WITH ASTM C478 a AN? PRECAST MANHGLE STD. CULVERT FLARED o'
SIZE SCHEDULE ~ END o 0 0 0 24' VALLEY 7 RAMSET MASGNRY T[ES EVERY 12 INCHES ~ P~ SECTION GUTTER
m STANDARD FRAME - AM GN OUTSIDE DRGP. ~ ~ R E ~
o & CUVER ;OVER ~ IMq E 2', PIPE ?IA. K PER DESIGN ~ ~ _ 8. M.H. ID 6' MIN. FOR PIPES 15' & LARGER (MIN.) 2~ M~i~ ~
c 0 ~ MAIN GR AS REQ'D BY S[ZE & ANGLES. l0' M[N. 1/2' EXPANSION JBINT ' CGNE R[P RAP SECTIC)N A-A
a 1/2 L 1/P L CLASS A CLASS A 3' #67 STGNE 24" VALLEY
~ z 3000 PSI 3000 PSI a f CONCRETE CONCRETE 9' JOWT D.LP COUPLING FILTER CLOTH - GUTTER ~,IIIII,J
~ ~ ~ ~ UNDISTURBED UNDISTURBED / SEE NGl (IF CONNECTOR REQ'D) _ - ~ !!~1 Jpe' SEE NGTE 8 SECTION B B D[A E T K - o cAC'® ®B/
iu a, ~ EARTH EARTH~~ SEE HARNESS DETAIL ~ ~ STRAIGHT WALL OF M.H. TD BE BALL 15" 2' 6' 2-V4' 1B' ~ `a~`~ m •~~o~/ q ~'~,!i~ O BE ?'1'P' 1B 3' 0" 2-V2" 12' FRAME, GRATE o ~w.;~° Q
STD. W-3 8, LGCATE? ATE? O SEWER L[NE LARGER MINIMUM DEPTH D 24' 4' 0" 3" 12' & HBBD ISITE ~ THAN 12" DIAMETER CLASS 1 2' 30" 5' 0' 3-V2' 12' 2'-6' STD. CURB • $ AL
MJ DIP PLUG TAP GPPUSITE FDR BLOWOFF CUNC THRUST CGLLAR SEE - - DROP PIPE PIPE / ~ ~ CLASS 11 2'-6" 36° 6' 0' 4' 15' & GUTTER ~ RISER D.LP. ~ a
STD. W-2 FGR DETAIL 6 . /i CLASS A 1' 42' 6' 6" 4 V2" 18° z> • k 67 STGNE 48' T 0" 5" 18° o "°c0~
~ ~ INSIDE TDP iu ELEVATION ~uNDlsruRBED GF PIPE Z . TOP iu ~ ^ BEDDING CLASS B 2' ~z ~,,~~II CC~. \ E z o z~ °~~,~f~,°~~Y(~IA.~l~C~m~Q~ ..i D.LP 1/2' EXPANSION JOINT f, ! ri° ° n
\ / EARTH 4' ~ ' 1 . ~v q. ~ ~ ~ s MASGNRY PRGTECTNE WALL 1. RIP-RAP SHALL BE NCDGT STANDARD AS DESCRIBED [N THE TOWN SPECIFICATIONS ~ ~ ~~,Z °"1°;~ ~T
~ ~ a 2. RIP-RAP SHALL BE SIZED AND PLACED IN ACCORDANCE WITH THE TOWN SPECIFICATIONS /fIJ(I~lII1~Y,\ - VGID TO BE 3. RIP-RAP IS NOT GENERALLY REQUIRED AT INLETS EXCEPT AS SLOPE PROTECTION
I z ° m ~ GROUT FILLED I . t 4' l o 4. FLARED END SECTIONS ARE REQUIRED GN ALL CULVERT INLETS AND CUTLETS WHERE 24' VALLEY ~ ~ ? ae " HEADWALLS ARE NGT REQUIRED GUTTER
PLAN - TEE PLAN - BEND ° ~ .a K ~ a 5. GN PIPES LARGER THAN 48', THE TOWN WILL REVIEW EACH LOCATIGN AND DETERMINE
SECTIC THE TYPE INLET AND CUTLET PROTECTION REQUIRED " " PERMIT SET SECTION A-A STD. FGR 2 -6 CURB & GUTTER STD. FGR 24 VALLEY GUTTER
TRDUTMAN, NC STANDARD DETAIL DATE APRIL X006 TRDUTMAN, NC STANDARD DETAIL DATE APRIL 2006 TRDUTMAN, NC TRUUTMAN, NC STANDARD DETAIL DATES APRIL 2006 TRUUTMAN, NC STANDARD DETAIL DATES APRIL 2006 TRUUTMAN, NC STANDARD DETAIL DATE APRIL 2006
WATER SYSTEMS SCALE NONE WATER SYSTEMS SCALE NONE SEWER SEWER SYSTEMS scALE~ NONE STORM DRAINAGE scALE~ NONE STORM DRAINAGE scALE NONE
DEAD END LINES STANDARD w-s THRUST BLOCKING SrANDARD w-I PRECAST MH -CAST MH W/OUTSIDE DROP srANDARD ss-3 FLARED END SECTION STANDARD sD-5 CATCH BASINS AT INTERSECTIONS STANDARD sD-I
e' 2a' s' E
GROUr ALL INSECT SCREEN ARGUND STANDARD FRAME
TYPICAL CDNCRET TYPICAL CBNCRETE THRUST & COVER
COLLAR. MIN. DF STANDARD UNDISTURBED MAT COLLAR. MIN. OF 12' INTO 4' D[A SCH 40 STEEL PIPE ~ UNDISTURBED MATERIAL OPEN AT BOTTOM LEVELING BRICK GR
WATER METER BUX ALL AROUND ALL AROUND. 1'-0" HT. OF STACK, PRE-CAST RINGS
MIN. ABOVE 100 YEAR PRE-CAST BARREL FLGOD ELEV. SECTIGNS
3/4" T[E RODS, NUMBER A I" T[E RODS, NUMBER AS RED'D #5'S AT 8' D.C. BUTYL RUBBER
FDR X00 PSI THRUST LDAI TAMPED BACKFILL (M [N OF 2 REQ'ID TO PLU 200 PSI THRUST LOAD E.W. EA. FACE 24" 8' SEALS V. OF 2 REO'ID TB PLUG, o WATERTIGHT, SEALED STEPS @
VALVE DR F[TT[NG. _VE OR F[TTMG. FRAME & CGVER l6' O.C. w 2" X 1/4" SS z STRAP ANCHORS
6" MIN. F W/ SS ANCHOR MONGL[TH[C BASE > E BOLTS, 3 REO'D OR BARREL SECTION
BRASS STREET ELL iu W/ POURED CGNC. BASE SLOPE 2' PER FOOT
TOWARD CENTER WALL N
STONE \~a\a <'~C~\ / ~ VENT P[PEND ~ T ~ THROUGH M.H. X CBNCRETE BR CEMENT MBRTAR U)
CGRPORAT[GN CGCKy O U ~U" / > ~ & BRICK INVERT W/3" z \ / ~ ro~ ~ ~ 1/2 CY #67 CONCRETE TGPPMG 0
CURB STUP TRENCH BOTTOM TRENCH BBTTBM ~ ~ ~ z STONE PLACE BN MINIMUM OF W ~ f MPA T T , R ; . 8 CO C ED S ON ~
TAPPING SADDLE TYPE K CGPPER SIDE EL_EVATIDN o BUTYL RUBBER 3' MIN. W
~oo SEALS ~ oo° oo BENCH ~ SEE NOTE #4
WATER MAIN ~~0~^° = WALL ss ANGLE ~ SECTION ~ F
~ suPPORr w/ss " N ANCHOR BGLTS " NOTES Q
TRENCH ~ 1'-0" w ~ ~ ~ 1. MANHOLE TB CGNFORM WITH
a #67 STONE BEDDING ASTM C478 WIDTH MIN > TB CL OF PIPE TYP
TYPICAL CONCRETE NGTES THRUST COLLAR. MI TYPICAL CONCRETE 2. STEPS TO BE PLASTIC 0 THRUST COLLAR. MIN. / PLACE GN MDJ. B' r-r CGATED REBAR Z
DF ti?' INTO 1. ALL PIPING IS TYPE K SOFT COPPER UN?[STURBED SOIL. OF 12' INTO ~ #67 WASHED STONE I'ooo° oo - o z o 0 00 3. BUTYL RUBBER SEALANT TO MEET UN?[STURBED SOIL. ~ ooo~oo~ot
2. AIR VALVES TD BE INSTALLED AT ALL PG[NTS ~o ~ F FEDERAL SPECIFICATION (GSA-FSS) SS-S-00210.
BETWEEN OUTLETS ON THE P[PE (HYDRANTS, SERVICES, ETCJ WHERE THE ELEVAT[GN GF THE CROWN GF THE PIPE IS HIGHER THAN RESTRAINED JOINT P[PE M M H SECTION :TRAINED JBINT PIPE MAY 8 w i 4. INSIDE D[A AS REQUIRED BY
THE OTHER OUTLETS BE USED IN PLACE OF THI COLLAR WHERE APPROVED USED IN PLACE OF THRUST _ o d ¢ PIPE S[ZES & ANGLES LAR WHERE APPROVED BY ~ d a
3. GN 12" ~ SMALLER PIPES, 1" ASSEMBLY REQUIRED. THE TOWN ENGINEER TOWN ENGINEER , NorE; H
4. GN PIPES LARGER THAN 12" , 2" ASSEMBLY REQUIRED. b RUBBER BOOT _ y ~ STEEL PIPE TO HAVE AN INSIDE COAL-TAR LINING, CONNECTOR
5. MAY ALSO BE USED FOR SAMPLING TAP. SAMPLING TAPS TO BE COLLAR SHOWN [S MIN S[ZI .AR SHOWN [S MIN S[ZE ~ F .AR TO BE DESIGNED FOR 3/32 [NCH MINIMUM THICKNESS THE OUTSIDE W
PLACED AT A MINIMUM, AT THE END GF ALL MAINS, AT THE END GF ALL BRANCHES COLLAR TO BE DESIGNED F ACTUAL CONDITIONS AT MIP AND AT INTERVALS GF 1 M[LE FGR MAINS LONGER THAN A M[LE [F NO GTHER PRESSURE = 200 PSI JAL CBNDITIBNS AT MIN SHALL BE SAND OR GRIT BLASTED AND COATED / + iSURE = 200 PSI WITH TWO CGATS GF URETHANE PAINT SUCH AS v
OUTLETS SUITABLE FOR SAMPLING ARE AVAILABLE E N D E L E V A T I O N TNEMEC 73-ENDURA SHIELD FGR A TGTAL DRY F[LM AI THICKNESS GF 5 MILS. CGLOR TG BE 'CLINE GREEN' 1~ W ~
PLAN ~ J r
TRDUTMAN, NC STANDARD DETAIL DATE APRIL 2006 TRDUTMAN, NI U o TRUUTMAN, NC STANDARD DETAIL DATE APRIL 2006 TR(UTMAN, NC STANDARD DETAIL DATES APRIL 2006 TRGUTMAN, NC STANDARD DETAIL DATE APRIL 2006 Q ~ N
WATER SYSTEMS scALE NONE WATEf U V WATER SYSTEMS scALE NONE SEWER SYSTEMS scALE: NONE SEWER SYSTEMS scALE NONE ~ z
~ w W a~
AIR RELEASE VALVE srANDARD w-6 THRUS THRUST COL_L_AR srANDARD w-~ MANHOLE DENT srANDARD ss-4 PRECAST MANHOLE STANDARD ss-I ~ ~ ~ -
z > oN w
VARIES VARIES TOWN T T ' A F T P P AT 8" 24" 8" ~ ~ EX END O 3 BGVE G IL UBLIC RIV E AROUT ALL ~ N Q
CONSTRUCTION FAUCET CONNECTED TO SETTER & MOUNTED TO 4X4 SUPPORT AS DIRECTED AS DIRECTED STANDARD TIE-IN MADE THEN CUT OFF _ IT_ RGUND ~ HYDRANT ~ POUR CONC. PAD STANDARD FRAME _ r 0
PUMPER NOZZLE ~ & COVER ~ TB FACE STREET STANDARD VALVE BBX & COVER `D O
R/W DI DEBRIS CAP AT 90° W/ 'SEWER' CAST [N LID PREECAST RINGS GR MUELLER
URB & GUTTER PUBLIC PRIVATE HYDRANT PAVEMENT GR PRE-CAST BARREL 24"x24"x6° DEFENDER GRGUND SECTIGNS
5 RIGHT PROPERTY DE GF WAY PR DEEP CONCRETE PAD m~ BUTYL RUBBER
24' SO.x6' ~ ~ 0 STEPS @ SEALS L i ~ l6' O.C. w CGNC. PAD OE O~OC w
4 < / i / ~ MGNGLITHIC BASE
FLOW \ 36" MIN. N° 67 STONE > w r~\ OR BARREL sECrmN J
O vA TYPE K COPPER BD; VALVE 1/2 CU. YD (MIN) BEND SLOPE 2' PER FOOT W/ POURED CGNC. BASE U TOWARD CENTER BENCH BBX z No. 67 STGNE WALL
~ FIRST BEND 5~ 'a SEE NBTE 4 ~ MINIMUM SLOPE 2% MIN. "
WATER MAIN DUCTILE IRON M.J. 6, GR MANIFOLD ~ 3 6 TEE W/6' BRANCH VAI IRBN M.J. 6' GATE `0 a CBNCRETE BR CEMENT MBRTAR ' BRANCH VALVE ~ WYE ~ & BRICK INVERT W/3"
OR 'HYDRANT TEE' ANT TEE' CONCRETE TOPPING ~ 0 J;
b 1 6' DI P[PE , 00 0 PLACE ON MM[MUM OF R 8' COMPACTED STON ~Q~nQ 3' MIN.
3/4" 1" MIN. SLGPE 2% K
to BRASS TAPPING SADDLE - FORD 5-70-203 FORD 5-70-203 ,,~~o~° o~° o° PLUG-FUTURE ~ - SEE NOTE #4 - v t Ooo oUpoUpoUpo SERVICE CONNECTION W
REQUIRED FOR TAPS ON ALL EXISTING 2' 6 MIN. \ 4' C.I. GR PVC SEE NOTE 5 T LATERAL CBNNECTIBN 4' PVC -SCHEDULE 40 BR SEC ION O O N
PVC & GALVANIZED PIPE. AWWA THREAD (ON 451) NOTES ~ r 4" CAST IRON SOIL P[PE O O I. MANHOLE TB CBNFBRM WITH W ~
PROVIDE TWO 3/4'0 RODS E TWB 3/4'0 RBDS WYE FOR NEW MAINS #67 STONE BEDDING ASTM C478 0 0 ~ N t0
to TAPPING SADDLE - ROCKWELL ROCKWELL THREADED AT ENDS (WITH NU ALL GTHER PIPE TYPE 313 TYPE 313 EQUALLY SPACED AROUND P[PE ED AT ENDS (WITH NUTS) TB CL OF PIPE TYP p SADDLE FOR EXIST. MAINS GNLY 2. STEPS TO BE PLASTIC ~I~ p ~ Y SPACED ARBUND P[PE Z
THREAD AWWA TAP BETWEEN ALL MECHANICAL N ALL MECHANICAL (TYPE AS APPROVED BY THE TOWN) r-r CGATED REBAR ~ ~ Z N N ITT[NGS (TEE, VALVE, BEND) NGTES~ 3. BUTYL RUBBER SEALANT TG MEET ~ N d' ~ Z
O CORPORATION COCK - FORD F-1000 FORD F-1D00 JOINT FITTINGS (TEE, VALVE, INLET AWWA THREAD (EQUAL MUELLER & HAYES MG?ELS ARE ACCEPTABLE) i BGLTS FEDERAL SPECIFICATION (GSA-FSS) O 0 ? . C7 0
CUTLET CT PJ 1. THE FULL LENGTH DF THE SERVICE DITCH SHALL BE CUMPACTED IN 8" LDDSE SS-S-00210. ~ Z W Z z
O METER SETTER - TGWN STAN?ARD TOWN STAN?ARD LAYERS W[TH MECHANICAL TAMPS, TD 95% STANDARD PROCTOR. L ~ o o Q G 4.INSI?E D[A AS REQUIRED BY r W ~ ~ PIPE PIPE FLANGE ~ PIPE SIZES & ANGLES Q.' r W t- ' T[E BULT 2.rHE TGWN SHALL MAKE TAPS GN EXISTING LINES UNLESS OTHERWISE APPROVED. Z ~
O METER - TGWN STANDARD TOWN STANDARD ® 3/4' TIE BOLT 5 METER BGX - TGWN STAN?ARD TOWN STAN?ARD ® 3/4' TIE BOLT NUT ' T[E BULT NUT Q ~ ~ V ~ 0
6 CHECK VALVE - BUILT IN SETTER BUILT [N SETTER ® 3/4' RBUND WASHER ' RUUND WASHER 3. BENDS 1/16, 1/8, 1/4 AS REQUIRED o rn p ~ RUBBER BOGT ~ F
7 TEMPGRARY BRASS PLUG - FGR SERVICES NDT TG BE IMMEDIATELY CGNNECTED ~ 3/4' TREADED RCJD ~ ccoarED WITH coAL " TREADED RUD 4. FIRST BEND SHALL OCCUR BEHIND BACK (JF CURB UNLESS SPECIFICALLY cONNECTOR - ~ ~ ATED W[TH CGAL TAR) ® ® ® ~ APPRGVED BY THE UTILITIES DIRECT(JR. 1C
08 ALL ITEMS AS SPECIFIED DR APPRGVED EQUAL W 5. [F SERVICE L[NE TD MAIN AT C.D. IS DEEP, FUTURE C(JNNECT[(JN MAY O J
NOTE' FGR NEW [NSTALLAT[GNS TGWN W[LL FURNISH METER, METER SETTER & METER BGX AT HARNESS DETAIL BE T[ED TD VERTICAL C.D. STACK W/ WYE ~ BEND AND STACK TU SERVICE
CGSL ALL GTHER MATERIALS & INSTALLATIGN GF ALL ITEMS EXCEPT METER BY THE CGNTRACTGR TGWN WILL INSTALL METER AFTER SERVICE CONNECTION FEE [S PAI?. A LINE WITH L(JNG SWEEP 90° ELL [N LIEU DF WYE ~ BEND. (MIN4 EACH/HYD)
EXTEND SERVICE OVER INVERT PLAN ~
TRDUTMAN, NC STANDARD DETAIL DATE APRIL 2006 TRDUTMAN, NI EXISTING SEWER TRGUTMAN, NC STANDARD DETAIL DATE APRIL 2006 TR(UTMAN, NC STANDARD DETAIL DATES APRIL 2006 TRGUTMAN, NC STANDARD DETAIL DATE APRIL 2006 M
Maw WATER SYSTEMS scALE NONE WATEf WATER SYSTEMS scALE NONE SEWER SYSTEMS scALE~ NONE SEWER SYSTEMS scALE NONE ~ w
4" 3/4 & 1 METER CONNECTION srANDARD w-~ EIRE HYDR 0 EIRE HYDRANT ASSEMBLY srANDARD w-3 TAP & STUB-OUT STANDARD ss-5 PRECAST MANHOLE STANDARD ss-I rr
rnN IT
VRVVI
a
d A
6„ • ~ < p DEBRIS CAP VALVE BOX U) STD MH RING & COVER
24' x 24' x 6' COVER f C J CUT OUT FOR DOWN SPOUT C SIDEWALK--,." C I~
CONC. PAD d a 7~ DEBRIS CAP 8', 10' OR 12' PIPE ANCHOR & TIE LUGS Q C N
9„ \ BUTYL RUBBER CUT @ 45. O
d° de • d 4~ JOINT SEALANT ~ B W
COVER 3 CROSS SECTION AT EXISTING MAIN rr^^ VJ
cl) STANDARD VALVE BOX B 6' CONCRETE GRASS STRIP o
Q VALVE BOX NOT TO CONTACT. \ TOP SECTION WATER MAIN QUICK DISCONNECT Z 1/2' SHUT OFF VALVE TEE DISCONNECT 467 STONE BEDDING SLOPE 2' PER FOOT a
C) OR VALVE COUPLING _ING QUICK DISCONNECT TOWARD CENTER P.- A 2 J
W COUPLING 90' BEN PLAN
cl) ~ 4'-0" FOR 8" TO 12" MAINS TAMPED BACKFIL. STAINLESS STEEL MULTIDRAIN SYSTEMS D 1
a 5-0" FOR 15" TO 30" MAINS SEWAGE AIR RELEASE VACUUM VALVE AGE AIR RELEASE BACK FLUSH HOSE STRAPS 3' o.c. ECONO 0696-T FRAME O J UUM VALVE DOWN SPOUT OR & CKD PLATE COVER
BRICKS 6'-0" FOR 36" TO 54" MAINS OTHER OR OTHER OR B" COMPACTED MINIMUM 4 O OTHER DRAINAGE SOURCE O
GROUT SUPPORT 2' SHUT OFF C) USE UNDER BOX VALVE VALVE SHUT OFF +--I' BLOW OFF STONE STRAPS 0/ L -VE SEE NOTE 2 1/4' / 1' slope
ADDITIONAL Q
C 6" 6" VALVE BOXES N G TES: FOR EXTENSIONS 1/4' / 1' slope
1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. WATER MAIN TEE SECTION _ W DIP P DIP O aq rn
2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERALSLIP-ON SOIL I 467 STONE BEDDING O CL OF PIPE TYP. Z NOTE NOT FOR Q
NECESSITATES CONSTRUCTION OF A NEW MANHOLE. PIPE GASKET COUPLING PLING COUPLING
T To sPRINCUNE a E 3. MANHOLE PAD TO REST UPON A MINIMUM 6" COMPACTED u ~r NOTES: VAE EYTGUTTER SECTION A-A z_ 2-6' ° DRAIN 1. INSIDE DROPS TO BE USED FOR P
#67 STONE BASE. HOLES IN BASE O Q PIPE 12' AND SMALLER 1/4" CKD PLATE
o ° ..d d INSTALLATION PLACE ON MINIMUM OF SEE NOTE 44 8" ANGLE FRAME 2. MINIMUM MH ?[A 5'. MIN. 6' D[A GRASS SIDEWALK
o °a a d STANDARD VALVE 12' COMPACTED STONE ON MINIMUM OF - FOR 10 & 12' PIPE UNLESS RUN STRIP J 0 IMPACTED STONE SECTION FROM DROP IS STRAIGHT THROUGH \
BOX BOTTOM c SECTION - MANHOLE o ° J
SECTION ALONG CENTERLINE OF MAIN NOTE, d INSTALLATION IN UNPAVED AREA SHOWN RUBBER BOOT 3. DROPS REQUIRED WHERE INVERT IN ~
o EXTENSION IN PAVED AREAS USE SCREW TYPE BOX NOTES CONNECTOR IS 30' OR MORE ABOVE INVERT OUT D / DESIGNED BY: BRR ICM _S 4. TEE BRANCH THE SAME
AND PLACE TOP OF CONC. PAD FLUSH 1 MANHOLE TO CONFORM W WITH TOP OF STONE BASE ASTM C478, %HOLE TO CONFORM WITH 3. BUTYL RUBBER SEALANT TO MEET SIZE AS MAIN LINE DRAWN BY: TCM STM C478. FEDERAL SPECIFICATION (GSA-FSS)
DOGHOUSE MANHOLE NSTALLAPON OVER STEPS TO PAST ~ 2SES OBE PLASTIC SS-S-00210. 5. SEE SS-1 FOR ADDITIONAL \ CHECKED BY: MAE TEPS TO BE PLASTIC MANHOLE DIMENSIONS ~95% COMPACTED EARTH
r COATED REBAR U EKSPNG N GATED REBAR 4 INSIDE DIA AS REQUIRED BY
VALVE SIZE & ANGLES - 4 DA TE: PLAN SECTION B B 01-19-10
TROUTMAN, NC STANDARD DETAIL DATE APRIL 2006 TROUTMAN, NC oo TROUTMAN, NC STANDARD DETAIL DATE: APRIL 2006 TROUTMAN, NC STANDARD DETAIL DATE: APRIL 2006 TROUTMAN, NC STANDARD DETAIL DATE APRIL 2006 PROJECT#: 018426001
0 WATER SYSTEMS SCALE NONE SEWER SEWER SYSTEMS SCALE: NONE SEWER SYSTEMS SCALE NONE STORM DRAINAGE SCALE NONE
VALVE BOX INSTALLATION STANDARD W-4 AIR VAL\ AIR VALVE MANHOLE STANDARD SS-6 PRECAST MH W/INSIDE DROP STANDARD SS-2 SIDEWALK FLUME STANDARD SD-4 C-32
W cl)
U
Y
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9 10 11 12 ' 13 14 15 16 17 18 17 18 19 20
Kimle -Horn A
6" SCH. 40 STEEL PIPE TRUNCATED DOMES COLORED n A i t In a ssoC a es, C
FILLED W/ CONC. GUTTER TD MATCH NC LICENSE #F-0102
L' WITH TOP ROUNDED. w ADJACENT PAVEMENT 1s1s sourH HouLEVAR~ SUITE 100 SLOPE CHARLOTTE, NORTH CAROLINA 28203
~ 0 4'-0" MIN. CONTINUOUS PASSAGE ~ i 0 2'-0" ~ BACK OF WALK PHONE: [phone] FAX: [phone]
1.5" SUPERPAVE (S9.5B) 0 2010 a
PAVEMENT OR ASPHALTIC CONCRETE SURFACE COURSE a
m F FINISHED GRADE » 6.. ~ as „ .d a 6.5° 1.5 SUPERPAVE (S9.5B)
n ASPHALTIC CONCRETE SURFACE COURSE `
B
/ ~j~y/~~~ ~ o ~ G Y BacK of cuRB / i ~ C 6" AGGREGATE BASE COURSE
° ~ Y EXP. JOINT ~ ~ 3 , ° ° ° .a 3" COVER TO a P I T 16 1'6" CURB (1D0~ MAX DRY DENSITY 12°
3 SIDEWALK X . JO N ~ ~ ~ OVER FOOTING f A AND AND GUTTER d AASHTO T-180)
A~ a 000000 A d
J ~ FILL POST w CONCRETE o ~ o / ~ ~ ~ 12" P.C.CONC. ' , .
~ o ° m z_ a 1 /8"MAX.
a z FLOWLINE / / / / n 6,. SECTION, 12 CONCRETE GUTTER
r = 2500 PSI P,C. ~ ~ CONCRETE MINIMUM 6'-0" 4'-0" 6'-0° GUTTER LIP i// c ~~1 ~ i 1111
C ~ ~ (TYP.) VARIABLE CURB ~ A~® ®~p
L z ~ FACE OF CURB CONTINUE JOINT AT P 6" `b~~ ~ m ~SS% A~'` ~~i SEE SEC ONS w..~~°~~ p.o
~ as a4 / BACK OF CURB w'~ a
i,,/ SLOPE "A" 12:1 6" 1'-0" LOCATION OF TYPICAL $ AL 1 /2" R
NorE: HANDICAP RAMP 1'-6" SPOT ELEVATION (ADD A . DEVEL PER PAVEMENT E TI N 6" FOR TOP OF CURB) 10'-0" MAX. °o ~ ~'o ~
ALL PIPES SHALL BE SLOPE "B° 1/4°/FT - "CATCH" GUTTER m QOf ~ 3"R r~" , ~
PAINTED TRAFFIC YELLOW NOT TO SCALE ~ ~ ~ 1 4" R BETWEEN JOINTS °~•s~~v N.T.S. ° . / /,~f~ ! a.
SLOPE "C° 5/8°/FT 6" !(lillll~ 1.t4~1o
PIPE BOLLARD a D
d a .a n n a ° a FRONT UIEW:18 AND 24 CURB AND GUTTER
NOT TO SCALE a ~ a PERMIT SET 6" °9 .d d 6.5°
d < n
I NOTES:
ROTATE "SPILL"
GUTTER TO MATCH ADJACENT 1. CONCRETE SHALL BE MINIMUM 3,000 P.S.I. COMPRESSIVE STRENGTH. PAVEMENT SLOPE 2 CONTRACTION JOINTS SHALL BE PLACED AT 10' MAXIMUM INTERVALS.
EXPANSION JOINTS SHALL BE SPACED AT 90' MAXIMUM INTERVALS, AND ADJACENT TO ALL RIGID
18,E OBJECTS. E
3 ALL CONCRETE SHALL BE FINISHED WITH A CURING COMPOUND.
SECTION: 18~~ CURB AND GUTTER 4, WHERE "CATCH" GUTTER TRANSITIONS TO "SPILL° GUTTER (AND VICE VERSA) CONSTRUCT 5-FOOT
TRANSITION, CENTERED ON THE TRANSITION POINT SHOWN ON THE PLANS. HOLD LINE AND GRADE OF TOP OF CURB, ROTATING GUTTER AROUND FLOWLINE.
CONCRETE CURB & GUTTER
F
N.T.S.
N
z 0
N
1/2" EXPANSION JOINT 1/2" CONTROL JOINT W
NOTE: • FOR SITUATIONS WHERE PIPE ANGLE • NYLOPLAST INLINE DRAIN ADAPTI E DRAIN ADAPTER ~ w
PREVENTS THE USE OF AN INLINE DRAIN, 2715AG WITH STANDARD CAST IF 4NDARD CAST IRON F Q
CONTRACTOR SHALL USE A NYLOPLAST-ADS H-25 1599CGS GRATE. RATE. ~
DRAIN BASIN 2815AG. BROOM FINISH CONC SURFACE z AREA INSIDE OF TOOLED EDGE p
Q TO CREATE PICTURE FRAME EFFECT z
W w I+
V
~i
J
H n d r
o' vi
~r W
~ 3 5'-0" TYPICAL o ~ BROOM FINISH CONC SURFACE
~ o AREA INSIDE OF TOOLED EDGE
~ ~ TO CREATE PICTURE FRAME EFFECT W J r
°z o U °D ~ O ~ N
~ ~ 6"x6°x6 GUAGE V 0 3000 PSI COMPRESSIVE ~~/w~ V Z a WELDED WIRE FABRIC SEE SITE PLAN Y/ W
a STRENGTH CONCRETE F W FOR DIMENSION W Q J
J 4„ 3.. 4,. 3.. 2„ z W
2„ 2° 1.. 1" ~ W
I• _ ~ ~ 0 N. T, S.
NYLOPLAST-ADS INLINE DRAIN N.T.s a a a. a d ~ N 0
~ ~ ~ G a a d d a d d a. a d d a c d' a. a O
1/2" PREMOLDED 1/2" CONTROL JOINT
EXPANSION JOINT FILLER, ALL EDGES SQUARE. J
EXPANSION JOINT CONTROL JOINT SECTION ~ ~ Z W
1/8" EXPANSION JOINT W/3/4" J Z
TOOLED CHAMFERED EDGE NOTE:
CONTRACTION JOINTS SHALL BE PLACED AT 10' MAXIMUM WISH AS PER PLANS INTERVALS.
BROOM FINISH AS PER PLAN'. EXPANSION JOINTS SHALL BE SPACED AT 90' MAXIMUM CONCRETE SIDEWALK
HEAVY DUTY PAVEMENT 4000 PSI COMPRESSIVE SI COMPRESSIVE INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
STRENGTH CONCRETE TH CONCRETE NOT TO SCALE
K
6"x6"xW2.9xW2.9 - 6"x6"xW2.9xW2.9 W
A B C WELDED WIRE ME WELDED WIRE MESH 0 0
2" Z W° ° r
UAN R7„,-8~ MUTCD RESERVED 00 v N~
NOTES: ACCESSIBLE 12 x6 ~ PARKING PARKING R7-1 APRON < ~ ° ° ° p ..r ' ~ ~ p 0 r ~
1. ALL 12"x18" ACCESSIBLE SIGNS R1-8a & R7-1 12°x18° MUTCD X ° ( ) DISABLED _ TO BE 9" a a a, ° o a SHALL BE MOUNTED AT 7 FEET FROM GRADE RESERVED R7 8a e ~ , d a a ~ NN a 6„ ~ r°'. Z N U
T TT F I F T PARKING PASSENGER 12"x18" THICK 0 BO OM EDGE 0 SGN ACE (MU CD). MUTCD ° ° ° e d ~ z v1 0' ~ Z
MOUNTING HEIGHT CAN BE REDUCED TO R7-8a LOADING AT EDGE ~ a a d O o c~ o L N ~ Z~'Za 4 o W~Q~
5 FEET IF PLACED IN AN AREA BETWEEN 12 x18 ONLY 3 51DEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE. R7-8 Z ~rWF 0~>> Q 0 ~ ~0
REQUIRED ACCESSIBLE MAXIMUM 12"x9~ 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) RESERVED PARKING SIGN P NALTY o rn 0 ~
250 U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA - rn ~ (GRADE ~ ~
DEPARTMENT OF TRANSPORTATION SUPPLEMENT. MAXIMUM R7_8 COMPACTED SUBGRADE P NALTY 12"x9~ SEE STANDARD N0. 3.10C FOR 2 EACH, ~4 REBAR FOR W
250 SUPPLEMETAL SIGN DETAIL 3" 3" 3" 3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN CONTINUOUS REINFORCEMENT O J
RAMPS ARE REQUIRED AT LOADING ZONE AREA. OF THICKENED EDGE 9" oG
MIN. 4" ABC BELOW APRON ;BELOW APRON
ACCESSIBLE PARKING AND M
THICKENED CONCRETE PAVEMENT AT DUMPSTER PAD w
SIGNAGE STANDARDS Nor ro scALE 0
N.T.S.
N
0 © E G~ U)
SIGNAGE-- 3 6 6" E~ BACK OF SIDEWALK DROP J
cl) P.C. CONCRETE Q
J_ Q d
0 4" WIDE WHITE 2" TYP. 6" o WELDED WIRE FABRIC W
Li STRIPE ° - 6x6 W2.1 XW2.1 0
cl) 0• N o o ° n
W A W+A+9" X A W+A+9" X B 0 I.I-I
1/2" EXPANSION 5' 0.0' 5.8' 5.8' COMPACTED SUBGRADE JOINT MATERIAL 0.0' 5.8' 5.8' 5.0':
3 SECTION A-A 6' 0.0' 6.8' 6.8' 0 0.0' 6.8' 6.8' 6.0'" 0
7' 0.0' 7.8' 7.3' P A:p„ J 0.0' 7.8' 7.3' 6.5'## M/N
VARIES (SEE GRADING PLAN) . I.I-I 0.0' 8.8' 7.3' 6.5'## \
CURB C0 8' 0.0' 8.8' 7.3' 8' (min.) 8' (min.) g 5' 2.0' 7.8' 7.8'
0 HANDICAPPED 8' HANDICAPPED 1/2" EXPANSION ° (0 2.0' 7.8' 7.8' 5.0' ui ~sFF s,M
JOINT MATERIAL 5' 2.5' 8.3' 8.1' o N 6,. 2.5' 8.3' 8.1' 4.8' 2 NOT /N Q 9 & FS
E 5' 3.0' 8.8' 8.3' 3.0' 8.8' 8.3' 4.4' IpJ
0 8' FOR VAN ACCESSIBLE ° a ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT a a 6" 5' 3.5' 9.3' 8.4' 3.5' 9.3' 8.4' 4.1' P
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. p z a AAQ% o ° 2'-0" (MIN) 5' 4.0' 9.8' 8.6' 4.0' 9.8' 8.6' 3.8'
°o h as 0 11 N HANDICAP PARKING STALLS ° SEE GRADING PLAN 5' 4.5' 10.3' 8.7' w 4.5' 10.3' 8.7' 3.4'
a FOR LENGTH %%uNOTES: a ° a 5' 5.0' 10.8' 5.0' 10.8' 8.9'
-5 a. o PROVIDE DETECTABLE WARNING FOR CURB RAMPS. DETECTABLE WARNING TEXTURES ON WALKING N DESIGNED BY: BRN I CM
SURFACES SHALL CONSIST OF EXPOSED AGGREGATE CONCRETE, CUSHIONED SURFACES MADE OF SECTION B-B 'o RUBBER OR PLASTIC, RAISED STRIPES, OR GROOVES. TEXTURE SHALL CONTRAST WITH THAT OF B - X- A+9"
0) SURROUNDING SURFACE. PLAN X-(A+9") DRAWN BY: TCM
N B = DISTANCE FROM FF o INSTALL HANDICAP SIGN FOR LEFT PARKING SPACE AS SHOWN. SPACE TO BE DESIGNATED DISTANCE FROM FRONT EDGE OF SIDEWALK CHECKED BY: MAE
s CONCRETE FLUME AS "VAN ACCESSIBLE" (SEE HANDICAP SIGN DETAIL). N.T.S TO BACK POINT OF U TO BACK POINT OF 12:1 (8.33%) SLOPE. Q
BACK OF SIDEWALK N BACK OF SIDEWALK DROP REQUIRED FOR ALL DATE: 01-19-10
00 SIDEWALK SLOPES. SIDEWALK SLOPES. PROJECT#: 018426001
0 BACK OF SIDEWALK BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK HANDICAP RAMP (TYPE 4)
Li ° SLOPES 0.04. SLOPES 0.04. NOT TO SCALE
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Y
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY TION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.