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AREA MAP 7
im e - orn an ssocia es nc.
PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE
THIS DOCUMENT TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE
ION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZAT INC.

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FAYETTEVILLE, CUMBERLAND UTILITY AND GOVERNING AGENCIES CONTACT LIST D COUNTY, NORTH CAROLINA ~ - Q~~~od~~
- ~ MAY 1 2008
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SHEET INDEX ~~~y' ° ` ~~~~~tt
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WATER COMPANY CABLE COMPANY G-1 ' COVER SHEET
CITY OF FAYETTEVILLE PUBLIC WORKS COMMISSION TIME WARNER CABLE C-2 GENERAL NOTES SHEET
955 OLD WILMINGTON ROAD 6202 RAEFORD ROAD ' ~ - BOUNDARY SURVEY
FAYETTEVILLE, NC 28301 FAYETTEVILLE, NC 2E~304
[phone] -PHONE [phone] - P~IONE a - TOPOGRAPHIC SURVEY
[phone] -FAX CONTACT: CUSTOMER{SERVICE m - OFFSITE SURVEY
CONTACT: JOHN P. ALLEN, P.E.
O G-3 EROSION AND SEDIMENT CONTROL PLAN/SITE MAP PHASE 1
~-4 EROSION AND SEDIMENT CONTROL PLAN/SITE MAP PHASE 2
SANITARY SEWER COMPANY TELEPHONE C.UMPANY z C-5 EROSION AND SEDIMENT CONTROL DETAILS
ALLTEL Q C-6 SITE PLAN
CITY OF FAYETTEVILLE PUBLIC WORKS COMMISSION 4129 RAEFORD ROAD, "SUITE C
955 OLD WILMINGTON ROAD FAYETTEVILLE, NC 2£3304 C-7 GRADING AND DRAINAGE PLAN
FAYETTEVILLE, NC 28301 [phone] -PHONE
[phone] -PHONE CONTACT: CUSTOMER'SERVICE SITE C-8 UTILITY PLAN
{910) 829-0203 -FAX C-9 SANITARY SEWER PLAN AND PROFILE LINE A AND B
CONTACT: JOHN P. ALLEN, P.E.
C-10 ' WATERLINE PLAN/PROFILE LINE A
C-11 WATERLINE PLAN/PROFILE LINE B AND C
NATURAL GAS COMPANY DEPAFiTMEM" C)F TRANSPORTATION CITY OF FAYETTEVILLfi ENGINEERING AND MAINTENANCE DEPARTMENT C-12. LIGHTING PLAN
AMERICAS 339 ALEXANDER STRECET r C-13; LANDSCAPE PLAN
6300 CLIFFDALE ROAD (AY jTTEVILLE, NC 283Q1 ~ y%y~ s~~
FAYET?EVILLE, NC 28314 910 433-1660 - 'HONE m G -14 SITE DETAILS - 1
[phone] -PHONE [phone] - 'r~AX z C-15 SITE DETAILS - 2
[phone] -FAX CONTACT: R.W. "RUSTY" THOMPSON (CITY TRAFFIC ENGINEER) ~ ~OJ ~QD CONTACT: CUSTOMER SERVICE `s~~9jN ~~PJ~' C-16 UTILITY DETAILS - 1
yp ST ~ C 17 UTILITY AND STORM DRAINAGE DETAILS
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION m B~'A
558 GILLESPIE STREET 9Ss 'ASS C-18 TYPICAL SECTIONS
EROSION CONTROL FAYETTEVILLE, NC 2 301 C-19 MISCELLANEOUS DETAILS
NC DEPARTMENT OF ENVIRONMENT AND [phone] -PHONE G~20 SKIBO ROAD ROAD WIDENING PLAN
NATURAL RESOURCES [phone] - fAX
LAND QUALITY SECTION CONTACT: RAY STONE, P.E. (DISTRICT ENGINEER) C'-21 SWAIN STREET ROAD WIDENING PLAN
225 GREEN STREET, SUITE 714 C-22 SKIBO ROAD PAVEMENT MARKING PLAN
FAYETTEVILLE, NC 28301
~s~o~ 486-1541 -PHONE PLANNING DEPARTMENT C-23 SWAIN STREET PAVEMENT MARKING PLAN
[phone] -FAX CITY OF PAYETTEVILLE PLANNING DEPARTMENT C-24 SKIBO ROAD CROSS-SECTIONS
CONTACT: STEVE COOK 433 HAY STREET
C-25 SWAIN STREET CROSS-SECTIONS
FAYETTEVILLE, NC 28301
P~~R C~MP~Y [phone] - FAXNE
CITY OF FAYETTEVILLE PUBLIC WORKS COMMISSION CONTACT: JIMMY TEAL
955 OLD WILMINGTON ROAD
I
FAYETTEVILLE, NC 28301
[phone] -PHONE ENGINEERING DEPARTMENT SITE LOCATI [phone] -FAX CITY QF FAYETTEVILLE ENGINEERING AND MAINTENANCE DEPARTMENT wor ro sc CONTACT: KEITH REID 433 HAY STREET .LOCATION MAP
NOT TO SCALE
FAYETTEVILLE, NC 28301
[phone] -PHONE NOTES:
~ [phone] - FAX THE SIiEWORK FaR 1HE WAL* CONTACT: JEFF BROWN, PE 3 1HE WAL*MART POR110N OF THIS OWNER:
PROJEC? SHALL MEET OR EXC STANDARD SITEWORK SPECIf7C IEET OR EXCEED THE "WAl* MART SAM'S REAL ESTATE BUSINESS TRUST
ARK SPECIf7CATI0NS." SAM WALTON DEVELOPMENT COMPLEX
~nn~ cF ~nTU CTRFFT
ALL NECESSARY INSPECTIONS REQUIRED BY CODES AND/OR SHALL BE PERFORMED PRIOR T JSPECTIONS AND/OR CERTIFlCAItONS BENTONVILLE, ARKANSAS 72716-0550
ES AND/OR UTILITY SERVICE COMPANIES [phone]
:MED PRIOR TO THE ANNOUNCED BUILDING
POSSESSION AND THE FINAL C( THE FINAL CONNECTIONS OF SERVICES. ENGINEER:
ATTENTION IS GRA4N TO THE F ~4N TO THE FACT THAT THE SCALE OF KIMLEY-HORN AND ASSOCIATES
THESE DRAWINGS MAY HAVE B RALEIGH REPRODUCTION PROCESS. MAY HAVE BEEN DISTORTED DURING THE 4601 CHARLOTTE PARK DRIVE
:OCESS. SUITE 350
CHARLOTTE, NORTH CAROLINA 28217
[phone] TEL
CALL N.C. ONE ul N1 N.C. ONE ml [phone] FAX
CENB BFF01E YOU DR iFR BFF01E YOU DIG
CONTACT: ERIC C RIEDWGER, P.E.
HALO ~ To[ TOP SURVEYOR: R.B. PHARR & ASSOCIATES, PA
420 HAWTHORNE LANE
• 800-632-4c.,
SFTE nvao uiam auaorE DO Lmuly CHARLOTTE, NC 28204 [phone] TEL .:,~N CARO~~'•.
[phone] FAX c`ZOQ;.•'F~ ss~•;~ti•:
PREPARED BARED B~: CONTACT: JAMES CAMERON, RLS 8
~ ~ ` 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 Kimle Horn THE PRESENCE OF GROUNDWATER SHOULD ~ c~ RiEOla-~s-oy Y- BE ANTICIPATED ON THIS PROJECT.
and Associates, Inc. CONSIDERATION ACTOR'S FOR 81D ADDRESHALf_~VG THIS INCLUDE ISSUE FILE NUMBER SHEET NUMBER TOTAL SHEETS 015476010 C-1 28
caamwert o xao• ia¢er-xonx s issac. INC.
TENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

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CHARLOTTE, NORiN CAROIAi 7 Vf"If1R\A~ VVI\ I INUGV ' PIWNE [phone]
• NOTE& LANDSCAPE NOTE TABLE 6.10a GE(~RAL C~ADIN~ fAX [phone]
ALL PLANTS MUST BE HEALTHY, NGOROUS MATERIAL, FREE OF PESTS AND DISEASE. ALL WORK AND MATERIALS SHALL COMPLY WiTH ALL. dTY AND COUNTY REGULATIONS ANO CODES ANO O.S.H.A. 1iNG SUBSURFACE DRAINAGE FAGLITIES MAY RE REWIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY ~ zao+ CONTRACTOR IS RESPONSIBLE FOR OEMOUIiON OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXIS Q UTILITIES SERVING THE STRUCTURE. U1TUliES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. THE INSPECTOR.
STANDARDS. ALL PLANTS MUST 8E CONTAINER GROWN OR BALUD) ANO BURLAPPED AS INDICATED IN THE PLANT UST. T~~ Q AE.{ATiOW5 FOR LA'1~ VYN'TER AI
CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PREGSE BUILDING DIMENSIONS, BUILDING UTILITY WNTER AND EAf~Y ~VQ IiUTY ONES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION THE CONTRACTOR 1S SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UlIU11ES AS UNDERGROUND U SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARfOUS UTILITY COMPANIES, AND WHERE POSSIBLE, TO OTHER APPLICABLE CRITERIA: CAf~~
ENTRANCE LOCATIONS, EXACT LOCATIONS ANO DIMENSIONS OF VESTIBULES, SLOP£ PAVING, SIDEWALKS, EXIT ALL TREES MUST BE,STRAIGHT TRUNKEO AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFEO. A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME. ~ MEASUREMENTS TAKEN IN THE FlELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR 8. EXCAVATED MATERIAL SHALL BE PLACFA ON THE UPHILL SIDE OF TRENCHES. Q':'"ES5~ ~
PORCHES, TRUCK DOCKS, DOWNSPOUTS, INTERNAL ROOF DRAINS, GRAVEL AREAS ADJACENT TO BUILDING WALLS, AND BOLLARDS iN BUILDING SIDEWALKS AND AT TRUGC WELL RETAINING WALLS. ALL PLANTS ARE SUBJECT TO THE APPROVAL ~ THE LANDSCAPE ARCHITECT BEFORE, DURING, ANO AFTER RATE fA(~ COI~LETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE T FROM OEWATERING OPERATIONS SHALL BE FlLTERED OR PASSED THROUGH AN APtNtOVEO 2 of 02'• • ANY EXCAVATION TO REQUEST EXACT FlELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE C. CsfI1.UEN ~ _ ~ y ;y .
INSTALLATION. 120 CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN SEDIMENT TRAPPING DEVICE, OR 80TH, ANO DISCHARGED IN A MANNER THAT GOES NOT ADVERSELY = EA
CONTRACTOR SHALL APPLY 4" OF TOP SOIL TO ALL DISTURBED AREAS OF THE SIZE, PLANT GRASS SEED, APPLY RYE (GRAIN} STRAW, AND WATER. IT IS THE RESP~ISI8IUTY OF THE CONTRACTOR TO ESTA~.ISH A HEALTHY STAND OF GRASS ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETALS. ANNUAI LESPEOEZA (KOBE IN PIEDMONT ON THE PLANS. AFFECT FLOWING STREAMS OR OFf-SITE PROPERTY. D. MATERIAL USED FOR BACK-FlWNG TRENGiED SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE ~ ~ !
ON ALL SEEDED AREAS. IF A HEALTHY STAND OF GRASS CAN NOT BE ESTABLISHED BY THE TIME THE BUILDING AND COASTAL PLAIN, KOREAN IN EROSION AND PROMOTE STABILIZATION. 50 ALL CUT OR FlLL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. E. DESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION ANO SEDIMENT CONTROL •,~j NG i NE
BECOMES OCCUPIED, THEN SOD SHALL BE INSTALLED ANO WATERED UNitl GRASS IS ESTABLISHED. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPEdFlED. MWNTAiNS} EXISTING ANO PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT REGULATIONS.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCAi1NG ALL UNDERGROUND UTLIT1ES ALL ISLANDS WITH CURB dt GUTTER SHALL 8E LANDSCAPED, THOSE ISLANDS ARE TO NAVE CURB dt GUTTER AS F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED NhTH. R j ~0 NOT TO EXTEND BEYOND JUNE.
SHOWN ON THE CONSTRUC110N DRAWINGS. ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. AND SHALL AV010 DAMAGE TO ALL UTILITIES AND SHALL AV010 DAMAGE TO ALL UTILITIES DURING THE COURSE OMIT ANNUAL IESPEDEZA WHEN DURATION Of TEMPORARY COVER 15 NOT TO EXTEND OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE i0 UTILITIES, THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONOI110NS AS OUTLINED iN THE GENERAL N.P.D.E.S. PERMIT T SHAD. MEET THE RE IREMENTS OF THE LATEST EDITION OF lr~~~"o'fr CATCH BASINS, MANHOLES, FRAMES, GRATES, E C. W FOR STORMWAl1:R DISCHARGE ASSOCIATED WITH CONSTRUC110N ACTIVITIES.
STRUCTURES, SITE ,APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF TWE LANDSCAPE CONSTRUCTION. ALL CURBED RADII ARE TO BE 10 UNLESS OTHERWISE NOTED ON THE SITE PLAN OR ARCHITECTURAL PLANS. THE NCDOT HIGHWAY DESIGN BRANCH ROADWAY STANDARD ORANANGS, DATED JANUARY 2002.
STRIPED RADII ARE TO 8E 5'. SIBLI: FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BffORE PRIGNG THE THE CONTRACTOR IS RESPON CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FlT AND ROOF LEADERS SHALL BE TIED {NTO THE PROJECT STORM DRAINAGE SYSTEM AS SHOWN. CONNECITON OF THE ~+D S~ CONTINUOUS GRADE. .ROOF GRAIN LEADERS TO THE STORM GRAIN SYSTEM SHALL 8E A WATERTIGHT CONNEC110N. CONTRACTOR TO
. ALL BUILDING WORK. ANY OISdZEPANGES BETYYEEN QUANTITIES ON PLAN ANO PLANT UST SHALL 8E BROUGHT T4 THE MOUNTAINS: ABOVE 2500 FT: FEB. 15 -MAY 15 ALL DIMENSIONS ANO RADIf ARE REFERENCED TO THE FACE OF CURB UNLESS OTHERWISE NOTED ATTENTION OF THE CITY INFECTOR ANO ANY FlELD ADJUSTMENTS OR QUANTITY AD~AJSTMENIS NUS? BE BELOW 2500 FT: FEB. t -MAY i
DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE. AUTHORIZED PRIOR TO PLANTING. P VED AREAS. COORDiNATEiR00F DRAIN GRADES AND LOCATIONS WITH THE ARCHITECTURAL PLANS AND THE BUILDING CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND A CONTRACTOR. NOT FOR CICI~IBTRUCiION
REMOVED CSR RELOCATED AS PIEDMONT: JAN. t -MAY 1 EXISTING STRUCTURES WITHIN THE CONSTRUCTION LIMITS ARE TO BE ABANDONED, TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY R.B. PHARR AND ASSOCIATES, P.A. THIS PLAN DETAILS PIPES UP TO 5FT FROM THE BUILDING FACE. REFER TO ARCHITECTURAL DRAWINGS FOR
NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. THE CONTRACTOR fS RESPONSIBLI: FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, S'PRAIING, MULCHING, FERTILIZING, ETC.) OF THE PLANTING AREAS ANO LAWN UN11L THE WORK iS COASTAL PLAIN: DEC. 1 -APR. 15 IF CONTRACTOR GOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY 8Y A REgS11:RED LAND SURVEYOR AND SUBMIT BUILDING CONNECTIONS. CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY.
CONTRACTOR SHALL 8E RESPONSIBLI: FOR ALL RELOCATIONS, INCLUDING BUT NOT UNITED T0, ALL UTILITIES, ACCEPTED IN TOTAL 8Y THE OWNER. IT TO THE OWNER FOR REVIEW. STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS NECESSARY.
STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL 8E IN ACCORDANd: WITH GOVERNING AUTH~iiIiES SPEdFlCAlIONS AND SHAD. BE APPROVED 8Y SUCH. ALL COST SHALL BE iNCLUDEO IN BASE BID. AREAS TO BE THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR 90L. AIi16~D1~N1$ ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL
DISTURBED SHALL 8E IMPROVED PER THE CIVIL PLANS OR RESTORED TO THEIR ORIGINAL OR BETTER CONDITION. BEGINNING ON THE' DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRIC E GROUND AGRICULTURAL LIMESTONE CONTRACTOR SHALL APPLY STA8IUZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL
SIZE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY 8Y R.B. PHARR ANO ANO 750 LB/ACRE 70-10-10 FERTILIZER. GRASS AND MAINTAIN DISTURBED AREAS .UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
ASSOGATES, P.A. ALL INFORMATION IS TO BE FELD VERIFlED BY THE CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION -0F ALL PLANT MATERIAL PRIOR TO INSTALLATION. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABU: GOVERNING CODES AND BE CONSTRUCTED TO SAME. ~r
ISOLATED WETLANDS ARE PRESENT ON THiS SITE AS INDICATED BY THE NORTH CAROLINA DEPARTMENT OF WATER I~lI1.CH ALL WORK AND MATERIALS SHALL COMPLY WITH ALL NCDOT AND NCOENR REGULATIONS ANO CODES AND O.S.H.A.
QUALITY NCOMVQ . THE PROPOSED PLAN DISTURBS LESS THAN 0.10 ACRES # THE ISOLATED WETLANDS, AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL 8E ACCLIMATED FOR TWO (2) WEEKS ( } UNDER A MIST SYS;'EM PRIOR TO INSTALLATION. APPLY 4,000 L8 ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, THEREFORE NO NOTiFlCAiION IS REQUIRED TO NCDWQ. / STANDARDS. PHALT, NETTING, OR A MULCH ~ S 'S CLUB
ANCHORING TOOL A DISK WITH BLADES ~T NEARLY STRAIGHT CAN BE USED AS A N BE USED AS A MULCH ANCHORING TOOL FR? lNDATIbN SUBSURFACE PREPARATION FOR AM ALL PROPOSED CONTOURS ANO SPOT ELEVATIONS REFLECT FlNISHED GRADES. Wh' X21&-p1p~ fAYETTEVIU.E, NORTH CAROLINA
THE SITE WORK FOR THIS PRO,A:CT SHALL MEET OR EXCEED "THE WAL~MART STANDARD SITE WORK ANY PLANT MAtERiAL WIiICH OEES, TURNS BROWN, OR OffOUA1ES (PRIOR TO TOTAL ACCEPTANCE Of THE WORK) SHALL BE I~FtOMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, RE'JISED ON AUGUST 11, 2004 ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFlED BY THE GENERAL
SPEGFlCAiIONS . QUANTITY, AND SIZE ANO MEETING ALL PLANT UST SPEGFlCAl10NS. ~U~N~TE~IAWCE CONTRACTOR PRIOR TO GROUND BREAKING. IFlCATIONS THE LIMITS OF THIS UNLESS SPEGFlCALLY INDICATED OTHERWISE fN THE DRAWINGS AND/OR SPEC ,
PYLON SIGNS SMALL BE CONSTRUCTED 8Y OTHERS. CONTRACTOR SHALL STUB CONDUIT AND WIRING TO THE " T GUIDELINE SPEGFlCAliONS REfERTiUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RffERiIUZE AND MULCH it 'E AND MULCH IMMEDIATELY THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FlEU) SUS5URFAGE..PREPARATiON ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH ANO 10
j PYYON SIGN LOCATIONS AS PART OF THIS CONTRACT. STANDARDS SET FORTH IN AMERICAN STANDARD FOR NURSERY STOCK REPRESEN % ONLY AND SHALL CONS111UTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL FOLLOYNG EROSION OR OTHER DAMAGE. C OITIONS AN CONSTRUC110N DOCUMENTS AND SHALL WAIT FOR.INSTRUCTION PRIOR TO PROCEEDING. FEET BEYOND', THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE . ~ D BUILDING PROPER (REFER 1O DRAWING SHEET SPt) ANO TYPICALLY INCLUDE, BUT NOT UNITED TO, THE BUILDING
' REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ANO ELECTRICAL PLANS. f ALL SHRUB, GROUk10 COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED THE ABOVE TABLE WAS TAKEN FROM THE NORTH CAROLINA EROSION AND SEDIMENTI Ti G UTILITIES AND SHALL SID~4VALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE. AND SEDIMENT CONTROL PLANNING THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANO PROTECTING EXIS N ~ AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE SU88ASE AND THE VAPOR BARRIER, WHERE REQUIRED, GOES
' ACCESSIBLE SIGNS WITH A "VAN' MARKING SHALL HAVE ADDITIONAL SIGN MOUNTED BELOW THE SYMBOL OF YNTH HARDWOOD MULCH TO A MINIMUM DEPTH OF FOUR INCHES. AND DESIGN MANUAL REV 12/93 REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION. NOT EXTEND BEYOND THE LIMIT'S OF THE ACTUAL BUILDING ANO THE APPURTENANCES.
ACCESSIBILITY SIGN DENOTING VAN ACCESSIBILITY. ALL ACCESSIBLE SIGNS SHALL MEET THE CURRENT MINIMUM AOA STANDARDS. LOCATIONS OF EXI511NG BURIED UTILITY LINES SHOWN ON THE PIANS ARE BASED UPON BEST AVAILABLE CONTRACTOR SHALL 8U7VD NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
INFORMATION AND TARE TO 8E CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ESTABLISH THE FINAL SUB(;RADE EUEVATION AT 10 INCHES BELOW THE FlNISHED CONCRETE ELEVATION TO ALLOW
REFER TO THE DETAIL SHEETS FOR DETAILS OF ON-SITE SIGNAGE, STRIPING, AND PAVEMENT MARKING. REFER TO TO VERIFY THE LOCAl10NS OF UTILITY ONES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD. ALL FILL TO BE COMPACTED PER THE RECOMMENDATIONS CONTAINED IN THE S&ME REPORT OF SUBSURFACE FORA 4 INCH SLAB, OR AT 11.5 INCHES BELOW THE FlNISHED FLOOR ELEVAITON WHEN USING A 5.5 INCH SLAB EXPLORATION, DATED JULY 2004, ANO PROJECT SPECIFlCATIONS. TO ALLOW fOR THE SLAB THICKNESS AND A 6 INCH BASE/SU88ASE. THE SU88ASE SHALL CONSIST 4 INCHES OF
TABLE 6.10b AGGREGATE BASE COURSE COVERED A BASE CONSISTING OF 2 INCHES OF FlNE AGGREGATE. AGGREGATE BASE
ALL HEIGHTS AND SETBACKS SHALL MEET THE MINIMUM STANDARDS SET FORTH IN THE dTY OF FAYETTEVILLE SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE CODE. MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. OMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FlLL SLOPE LIMITS, COURSE SHALL MEET THE REQUIREMENTS UNDER SECTION 1010, PAGES 5-9 THROUGH 5-14 AND SECTION 1010, OR OTHER GRADING REQUIREMENTS. PAGES 10-2~ THROUGH 10-33 OF THE NCDOT "STANDARD SPEGFlCAliONS FOR ROADS AND STRUCTURES." FINE
11~'ORARY 3EEDIVQ F~:CONATIONS FOR ~JI AGGREGATE SHALL CONSIST OF A CLEAN GRANULAR MATERIAL WITH U:SS THAN 3 PERCENT CLAY ANO/OR ' THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FlNISHED ELEVAIONS FRIABLE PARITGES THAT SATISFY AGGREGATE REQUIREMENTS OF THE NO. 10 SIZE AS DEFlNED BY ASTM 0448
WAL~MART STANDARD OUTDOOR LIGHTING YALL BE UTILIZED ON THE SITE. THIS LIGHTING WILL BE COMPLIANT WITH DURING THE GROWWG SEASON ALL ANNUALS SHALL REMAIN tN A HEALTHY, VITAL CONDiTION THROUGHOUT THE THE BUILDING DESIGN AND LIGHT ALL PUBLIC USE AREAS ADJACENT TO THE BUILI)ING. CONSTRUC110N PER, IOD. Q INCLUDING PAVEMENT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR ANO CONTAIN, 6 TO 12 PERCENT OF MATERIAL PASSING THE NO. 200 SIEVE. THE CONTRACTOR IS RESPONSIBLE
AGGREGATE BASE COURSE EUEVATIONS TO SE COMPLETED UNDER THIS CONTRACT. FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT ANO FILL DEPTHS REQUIRED. RATE a,8/ACRE}
TRAFFIC MEN ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL 8E RESPONSIBLE FOR RATE THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SiGNS, FENCES, FLASHING LIGHTS, , ETC. FOR MAINTENANCE AND PROTEC110N OF TRAFFIC AS REWIRED BY THE NORTH CAROLINA DEPT. Of COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPAGNG SHOWN. CONTRACTOR SHAD. INSURE POSITIVE DRAINAGE SO THAT RUNOFF >MLL DRAIN BY GRAVITY FLOW ACROSS NEW EXISTNG FOUNDATIONS, SLABS, PAVEMENTS AND BELOW GRADE STRUCTURES SHALL BE REMOVED FRAM THE
TRAN5PORTA110N (NCOQT). GERMAN MILI.ET ALL DISTURBED AREAS ARf TO RECEIVE 4" OF TOP SOIL, MULCH, ANO WATER UNTiL A HEALTHY STAND OF PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLET'S OR SHEET OVERLAND. BUILDING AREA. REMOVE SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISITNG FlLL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRADE. REMOVE
THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. GRASS IS OBTAINED. THIS IS EXCLUDING ALL LANDSCAPED ISLANDS AND ENTRANCE AREAS. IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUDANGRASS MAY 8E SUBSTI' MAY BE SUBSTITUTED AT A RATE OF ANY GRADING BEYOND THE UMTTS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN IS SUBJECT TO A FINE. AND REPLACE UNSUITABLE AREAS Wi1H SUITABLE MATERIAL FlLL MATERIAL SHALL 8E FREE OF ORGANIC, ANO
50 LB/ACRE. OTHER DELETERIOUS MATERIALS ANO SHALL MEET THE FOLLOWING REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN ANO IMPUEMENTAIiON OF ALL SHEETING, SHORING, BRACING
THE CONTRACTOR SHALL REPLACE EfgS11NG CONCRETE CURBS ANO GUTTER AS NECESSARY. REFER TO WAL*MART SPEGFlCAl10NS FOR ALL INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. AND SPEGAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS
APPROVAL Of THIS PLAN IS NOT AN AUTHORIZA110N TO GRADE ADJACENT PROPERTIES, WHEN FELD C~IDITIONS THE TQP OF ALL SOOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FlNISHEO GRADE, AS BORN TO PREVIOUS Q DATES i PURSUANT TO THE iNSTAl.LA110N OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPT'S LOCATION WITH RESPECT TO FlNAL GRADE P.1. LL NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS.
WARRANT OFF-SIZE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS AND THE GRADE AND GROY~NG CONDITIONS. NORTH CAROLINA DEPARTMENT OF ENVIRONMENT ANO NATURAL RE54URCES (NCDENR). THE CONTRACTOR IS TO ? MOUNTAINS: MAY 15 -AUG. t5 BUI~;OING AREA, BELOW UPPER 3 FEET 35 MAX 70 MAX
INCLUDE SURVEY WITHIN THEIR BASE BID. ALL ROOT BALLS'REMOVEO FROM CONTAINERS SHALL BE SCARIFlED PRIOR TO 8Ad(FlWNG. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY OEWATERING AND MOISTURE C~IDITIONING BUIL~OING AREA, UPPER 3 FEET 25 MAX 50 MAX NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS.
PIEDMONT: MAY. t -AUG. 15 TRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE MINIMUM TREE SI AT PLANTING IS 2-INCH CALIPER (FOR SINGLE STEM TREES). ALL MULTI-STEM PLANTS MUST CON
STANDARDS OF THE NCOOT. BE TREE FORM, MAXIMUM 3 OR 5 TRUNKS, AND MINIMUM 8 FEET TALL OR AS SPECIFIED IN LANDSCAPE PLAN COASTAL PLAIN: APR. 15 -AUG. 15 WHICHEVER IS GRATER. ALL FlLL MATERIALS, EXISTING BUILDING FOUNOAl10NS, PAVEMENT ANO UTILITY STRUCTURES, TOPSOIL ANO ANY SUBGRADE MAlER1Al SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND OTHER DELETERIOUS MATERIALS SHALL 8E COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE BELOW THE COfrIPACTED TO AT UEAST 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) AT A
NON-STANDARD ITEMS (LE. PAVERS, IRRIGATION SYSTEMS, ECT.) IN THE RIGHT-OF-WAY REQUIRE A STRUCTURE. MOISTURE CONTENT WITHIN 2 PERCENT BELOW TO 2 PERCENT ABOVE THE OPTIMUM.
-OF-WAY ENCROACHMENT AGREEMENT WITH THE NCOOT BEFORE INSTALLATION. ALL STRAPPING p~`dD TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO RIGHT $Q~, ~ ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A WAUFlED GEOTECHNIAL REPRESENTATIVE TO THE FOUNDATION SYSTEM SHAD. BE ISOLATED SP~2EA0 FOOTINGS AT COLUMNS ANO CONTINUOUS SPREAD
BACKFlWNG PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL ALL STANDARD NUMBERS REFER TO THE NCDOT STANDARD DETAILS ANO SPEGFlCATIONS, LATEST EDITION. N AGRICULTURAL LIMESTONE DETERMINE WHETHER UNSUITABLE MATERIAL MUST 8E REMOVED. ALL UNDESIRABLE MATTER SHALL BE REMOVED, FOOTINGS AT THE WALLS. E GROU 0 BACKFll1ED AND COMPACTED AS REQUIRED BY THE GEOTECHNICAL REPRESENTATIVE.
OR NEW PLANTING AREAS REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC~2E GROUND AGRIC F AND 150 L8/AGZE 10-tO-10 FERTILIZER. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONS11TUlE A COMPLETE SITE WORK SPEGFlCATiON.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANGES FOUND BETWEEN THE ACTUAL COMPACTED SOILANO ADD 24" NEW TQPSOIL OR UNCOMPACT ANO AMEND THE TOP 24" OF EXISTING 5dL TO FELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS ANO SHALL WAIT FOR INSTRUCTION PRIOR TO MEET T~SdL PLANTING MIX STANDARDS FOR TREES. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE SAM'S CLUB SPECIFlCAl10NS. ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE REFER TO THE SPEGFICATiONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. ADDITIONAL
PROCEEDING. , CENTER OF DROP INUEI'S, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. RECOMMENDATIONS MAY ALSO BE FOUND IN THE SUBSURFACE EXPLORATION REPORT PREPARED BY SdcME, INC.
LARGE MATURING; TREES MAY NOT 8E PLANTED WHERE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES £IgST. THE CONTRACTOR SHALL CONSTRUCT ACCESSIBLI: RAMPS AT ALL INTERSECTIONS IN ACCORDANCE WITH ADA IF TREES CONFUQT WITH POWER LINES OR SIGNS, CALL THE dTY INSPECTOR TO RESOLVE BEEQBE PLANTING. DATk,~D JULY 1, 2004. (GEOIECHNICAL REPORT IS FOR INFORMA110N ONLY AND IS NOT A CONSTRUCTION SHALT, NETTING, OR A MULCH COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR. SPECIFlCAl10N).
STANDARDS. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW 8Y TACKING WITH ASPHALT, NETTING, ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A ~ NO SCAL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFlC OR BURIAL PITS ARE ALLOWED IN BE USED AS A MULCH ANCH~tING TOOL
SIGHT TRiANGLI:S SHOWN ARE THE MINIMUM REQUIRED. THE TREE PROTECTION ZONE OF EXISTING TREES. THE CONTRACTOR SHALL SET ANO ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT, UNLESS OTHERWISE
NO NOT MA~RA~CE NOTED.
IN ROWNG AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY TREE BARRICADE$ MUST BE INSTALLED AROUND EXISTING TREES BEFORE ANY GRADING/GONSIRUCIION A 8E REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED 8Y THE INSPECTOR BASED ON REMOVED UNTIL FTER FNAL INSPECTION BY THE CITY INSPECTOR. ZE ANO MULCH IMMEDIAITELY IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5~ SLOPE ON CURB.
FlELD CONDITIONS. REFERiIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTiUZE ANO MULCH II THE CONIRACTOi' SHALL BE RESPONSfBLE FOR INSTAWNG TREES ANO SHRUBS THAT WILL MEET BOTH MINIMUM FOLLOWING EROSION OR OTHER DAMAGE.
THE CONTRACTOR SHALL MAINTAIN EACH STREAM, dtEEK, OR BACKWASH CHANNEL IN A UN08STRUCTEO STATE SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER DRAINAC~
ANO SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFlCATE OF OCCUPANCY. CONTRACTOR SHALL BE ~ TABLE WAS TAKEN FROM THE NORTH CAROLINA ERQSI AND 5EDiMENT OTHER ACCUMULATIONS. RESPONSIBLE FO<~ SCHEDULING INSPECTIONS OF PLANT MATERIAL THE ABO , I ANO SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL REV 12/93 PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. ~ W F
ALL ROAD IMPROVEMENTS ON SWAIN STREET ARE TO 8E COOROI.NATED WITH NCDOT PRIOR TO CONSTRUC110N. SEE EROSION ANb SEDIMENT CONTROL PLAN/SITE MAP FOR, TREE PROTECTION MEASURE LOCATIONS. . PIPE SHALL 8E AS FOLLOWS UNLESS OTHERWISE NOTED: 4 STORM • A 76 C SS III UNLESS NOTED OTHERWISE ON DRAWINGS, ~
THE CONTRACTOR SHALL CONTACT THE NCDOT TO IDENTIFY ANY CONFLICTS WITH 1RAFFlC SIGNAUZAiION TREE PROTEC110r1 BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS, SEE DETAILS. TYPE 1: REINFORCED CONCRETE PIPE (RCP). S1M C LA INSTALLED WITH FLE)08LE PLASTIC, BITUMEN GASKETS AT JOINTS.
EQUIPMENT. ~ BEFdiE GRADING/CONSTRUC110N BEGINS, CALL THE NCDENR FOR INSPECTION OF TREE PROTECTION BARRICADES. A. GASKETS: AASHTO M 198 75t, TYPE B OR ASTM C 443, INSTALLED IN ACCORDANCE WITH
TABLE 6.10c MANUFACTURER'S RECOMMENDATIONS. 8. FLARED END SECTIONS SHALL BE PER ASTM C16 OR AASHTO H170 (FOR SECTIONS WITH TOE
VIOLATIONS OF EE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES AND OR IMMEDIATE CORRECTIVE 1 i rlru-nC CVI~ 1 nv~~ ACTION I11GA N. WALL i
?l~uq'ORARY Po:COIuATIONB FOR f ~T~ ~ F~.~. TYPE 2: HIGH DENSITY POLYETHYLENE PIPE (HDPE): AASHTO DESIGNATION M252 TYPE S, M294 TYPES
REFER TO MANUAL ON UNIFORM TRAFFC CONTROL DEVICES (LATEST EDITION) FOR DETAILS OF STANDARD CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES & ORDINANCES REGARDING LANDSCAPING. GENERAL TRAFFlC CONTROL SIGNS AND STANDARDS. CONTRACTOR IS~'t0 CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION DEBRIS AND T4 RAKE ENTIRE SITE. Q AND MP7-97 TYPE S, SMOOTH INTERIOR/ANNULAR EXTERIOR. ONLY PERMITTED WHEN SPECIFCALLY
INDICATED ON DRAWINGS. PIPE SHALL BE IN-STAVED IN ACCORDANCE INiH PIPE MANUFACTURER'S
THE CONTRACTOR SHALL INSTALL WEED MAT UNDER PLANTING BED MULCH TO PREVENT WEED GROWTH. 3 ~ACRE~ INSTALLATION GUIDELINES FOR CULVERT STORM DRAINAGE APPUCAl10NS. A. PIPE JOINTS AND FlTiiNGS SHALL CONFORM TO AASHTO M252 AND M294.
CONTRACTOR SHALL MAINTAIN LANDSCAPING FOR AT LEAST 30 DAYS AFTER SODDING ANO PLANTING SHRUBS, GRAIN - RYE ( ) 120 8. ACCEPTABLE MANUFACTURERS: ADVANCED DRAINAGE SYSTEMS, INC. "ADS N 12", RANCOR, +
ANO 60 DAYS AFTER SEEDING, OR AS LONG AS IS NECESSARY TO ESTABLISH UNIFORM STRAND OF THE SPEdFlED GRASSES, OR UNTIL SUBSTANTIAL COMPLE1lON OF THE PROTECT, OR UNTIL ACCEPTANCE OF THE INC."HI Q", OR APPROVED EQUAL I
LAWNS AND SHRUBS, WHICHEVER IS LATER. TYPE 3: SPIRAL RIB METAL PIPE: ASTM A 760 TYPE iR OR TYPE IIR. COATINGS SHALL MEET REQUIREMENTS
~ 8E£DNQ DATE A i'-6" WIDE SOO STRIP IS REQUIRED BEHIND ALL CURBS UNLESS OTHERWISE NOTED. REFERENCE OF ASTM A929 AND SHALL BE GALVANIZED, ALUMINIZED, OR BITUMINOUS COATED AS SPEGFlEO ON DRAWINGS. ONLY PERMITTED WHEN SPECIFlCALLY INDICATED ON DRAWINGS.
DEM~~ SPEdFlCATIONS. MOUNTAINS: AUG. 15 -DEC. 15 A. PIPE ENDS SHALL BE RE-CORRUGATED AND INSTALLED WiTH SEMI-CORRUGATED "HUGGER" TYPE ^
BAND S AND "0" RING GASKET'S IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALl.AT10N WW REQUIREMENTS. W
THE CONTRACTOR SHALL FIELD VERIFY ANO LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. ALL DISTURBED AREAS THAT MALL NOT BE LANDSCAPED, AS INDICATED ON THE PLANS, SHALL BE SEEDED WiTH COASTAL PLAIN REBEL Ii FESCUE MIXTURE AT THE FOLLOWING RATE: AND PIEDMONT: AUG. 15 -DEC. 30 B. PIPE GAUGE SHALL 8E AS SPEGFlED ON CONSIRUC110N DRAWINGS OR IF NO GAUGE IS GIVEN
THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED ANO SHOWN ON THESE PLANS AND AS FESCUE AT 5-6 LBS/1000 S.F. DIRECTED BY THE OWNER. 10-10-10 FERTILIZER AT 20 LBS/1000 S.F. THEN THE MINIMUM GAUGES. ARE AS FOLLOWS: 15" TO 42" LZIAMEIER ROUND PIPE - 16 GAUGE {0.064'), 48" TO 60" RWND PIPE - 14 GAUGE (0.079"), 6fi` TO 78" ROUND PIPE - 12 GAUGE
LIME AT 100 LBS/1000 S.E. COL 1'$ (0.109M), 15" TO 30" PIPE ARCH - 16 GAUGE {0.064"), 36" TO 42" PIPE ARCH - 14 GAUGE 3
IT WILL 8E THE CONTRACTORS RESPONSIBILITY TO OBTAIN ANY PERMITS ANO PAY FEES REQUIRED FOR STRAW MULCH. AT 1 1/2 BALES/1000 S.F. (0.079 AND 48 TO 78 PIPE ARCH - 12 GAUGE {0.109 GAUGES FOR LARGER DIAME1TbtS
DEMOLITION AND HAUL-OFF FROM THE APPROPRIATE AUTHORITIES. THESE FEES ARE TO BE INCLUDED WITH THE FOLLOW RECOMMENDA110NS OF SOIL TESTS OR APPLY 2,000 L8/ACRE GROUND AGRI~ BID. ANO 1000 LB/ACRE t0-10-10 FERTILIZER. ZE GROUND AGRICULTURAL LIMESTONE SHALL BE INOICA'fED ON THE DRAWINGS. C. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM A798 AND A796 AS THEY APPLY, .
AS RE IRED PRIOR TO TREE TECTION NOTES THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS QU MANUFACTURER'S REQUIREMENTS, ANO AS INDICATED ON THE DRAWINGS. ~ z
THE COMMENCEMENT OF DEMOLITION. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FlLL ONES, IN ADDITION TO THOSE MJL,CH D. STANDARD CORRUGATED STEEL PIPE AS DESCRIBED IN SECTION E OF THESE SPEGFlCATIONS ~ W SHALL NOT BE SUSS11TUlE0 FOR ANY DIAMETER OF SPIRAL RIB S113:1. PIPE. ~
MOUTION PIAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. lT IS NOT INTENDED TO THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER THE DE EXISi1NG TREES ANO SHRUBS WHERE POSSIBLE. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING E. MANUFACTURER: CONIECH, INC. "ULTRA FLO OR ULTRA FLO Il", SOUTHEAST CULVERT, INC. "MAX
IDENTIFY EACH ELEMENT OF OEMOUIION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND SPHALT, NETTING, OR A MULCH FLOW", ST. REGIS CULVERT, INC. "MAX FLOW", THOMPSON CULVERT, INC. "MAX FLOW", OR BE USED AS A MULCH ANCHORING TOOL APPROVED EQUAL W
APPROPRIATE UTILITY COMPANY PRIOR TO WORK. ANCHORING TOOL A DISK YwTH BLADES SET NEARLY STRAIGHT CAN BE USED AS A WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND IMMEDIATELY COVER J
I ALL ROOT CUT SURFACES LARGER THAN TWO INCHES IN DIAMETER iMTH TREE W'OiJNO DRESSING. USE PLYWQOD CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OfFSITE IN A LAWFUL MANNER EXISTING BU LDINGS, FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB Ac GUTTER OR SIDEWALK. PVC PiPE: ASTM 03Q34 RAIID SDR 35 OR AS1M 949 FOR PROFILE .PIPE •j • TYPE 4: POLYVINYL GiLORIDE ( ) ( ~ CONTINUALLY MARKED WITH MANUFACTURER S NAME, PIPE SIZE, CEO. CLASSIFlCATION, SDR RATING,
INCWDING FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND AROUND THE PROPERTY INCLUDING BUT MAC N03 UNITED TO BOU.AROS, GAS METERS, AlR CONDIilON1NG UNITS, SIGNS, CURBS, SIDEWALKS, ELECTRIC METERS, NO SOIL DISTURBANCE OR COMPACTION, CONSIRUC110N MATERIALS, TRAFFC, BURIAL PITS, TRENCHING OR OTHER . ONLY PER-MI1TE0 WHEN SPEGFlCALLY INDICATED ON
FENGNG, ETC. REPAIR AND REFERIILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACR LANG DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVER' ACRE OF NITROGEN IN AND AS1M 0 3034 CLASSlFlCAIION ~ NTH ~ DRAWINGS. WITH 50L.B ACRE RMING TO ASTM F477. T JU E 15 OVERSEEO N D ASKET CCNFO N / A. PIPE JOINTS: ASTM D 3212 USING RESTRN E G
REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WAU.S, FOUNDATIONS, CONDUITS, LIGHT POLE BASES, KOBE (PIEDMONT ANO COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LAT iSPEDEZA IN LATE FEBRUARY OR EARLY
DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL. NO GRUBBING iMTHiN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF UTTER UNDISTURBED. SUPPLEMENT WITH MARCH. 1-2 INCHES OF MULCH. RE-SEED YNTH GRASS ONLY IN DISTURBED/GRADED AREAS. TYPE 5: CORRUGATED STEEL (METAL) PIPE {CSP OR CMP): ASl'M A 760, 16 GAUGE UNLESS ANOTHER W
REMOVE ANO OR PLUG EXISTING UTiUTlES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND TELEPHONE GAUGE IS INDICATED ON DRAWINGS. GALVANIZED, ALUMINIZED (TYPE iR), OR BITUMINOUS COATED Y PERMITTED WHEN SPEGFICALLY INDICATED ON DRAWINGS. +DO V AND SEDIMENT CONTROL PLANNING AS SPECIFIED ON DRAWINGS. ONL
/ HATE TREE BARRICADES MUST BE INSTALLED BEFORE ANY OEMOUiION, d.EARING, GRADING OR CONSTRUCTION BEGINS THE ABOVE TABLE WAS TAKEN FROM THE NORTH CARd.INA EROSION AND SEDIMENT AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FQR CONTACTING EACH UTILITY COMPANY TO COOR01 GATED STEEL PIPE MAY BE ROUND PIPE, ARCH PIPE, OR SLOTTED DRAINPIPE AS INDICATED Q CORRU CH WIDE DRAIN WATERWAY OPENINGS ANO V•
REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND VERTICAL LOCAl10NS OF UTILITIES PRIOR TO AND IS NOT TO BE REMOVED UN11L AFTER CONSTRUCTION. AND DESIGN MANUAL REV 12/93 COMMENCING WORK. TREE PR0IECTiON FENCE FQR TREES WITHIN THE SETBAd( OR RIGHT-OF-WAY ARE TO BE LOCATED AWAY FROM ON DRAWINGS. SLOTTED DRAINPIPE SHAU_ HAVE 1.75-IN ES ~ 6 INGiES MINIMUM HEIGHT GRAIN GUIDE. ~ !L
w nrn Deane eun sODUDTC~IAAIf`CC CLIAI I AF IINIFf1RWI Y MOTFi1 U~ a f1
THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND THE TREES A DISTANCE OF EITHER 1 FOOT PER TREE DIAMETER INCH OR HALF THE HEIGHT OF THE TREE, INSIDE AND OUTSIDE WITH A 0.05 INCH MINIMUM THICKNESS BITUMINOUS COATING IN ACCORDANCE
PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN, AS REQUIRED, OR AS OTHERWISE NOTED. ALL SERVICES WHICHEVER IS GREATER, PER THE DETAIL SHEET. WITH AASHTO M190.
MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED. c~ B. CSP MALL BE SUPPLIED WITH PAVED INVERTS OR FULLY LINED TO PROVIDE A SMOOTH J INTERIOR, SMOOTH FLOW LINING ONLY AS INDICATED ON THE DRAWINGS.
~DBM F"I1Gpp 1-A D A ~TM: v
CONTRACTOR SHALL COORDINATE WITH THE CITY OF FAYETTEVILLE PUBLIC WORKS COMMISSION IN THE GRADED SLOPES AND FILL - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE REMOVAL/RELOCATION OF EXISTING POWER POLES AND OVERHEAD POWER LINES. ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR TYPE 6: DUCTILE IRON PIPE (DIP): ASTM A746 A. FITTINGS: CAST IRON CONFORMING TO ASTM A74 cc
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SMALL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY 8. JOINT MATERIAL: RUBBER GASKET CONFORMING TO THE REQUIREMENTS OF ASTM C564 FOR G
THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND REMOVAL AND/OR PHASE OF GRADING,' BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE UTILITY COMPANY. SUFFICIENT TO RESTRAIN EROSION. COMPRESSION JOINTS. 0
DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE j a EXISTING
T CONTROL DEVICES AND TREE PROTECTION PRIOR TO BEGINNING DEMOLITION ORE THAN INSTALL ALL EROSION AND SEDIMENT GROUND COVER -WHENEVER LANG DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING M WORK. ONE ACREi IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER SUFFICIENT TO RESTRAIN CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 14 CALENDAR DAYS ON THAT PORTION OF THE IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS
THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. TRACT UPON WHICH,FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN. RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
THE CONTRACTOR MALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD SURFACE. SURFACE WAIER CONTROL MEASURES TO BE INSTALLED ACCORDING TO THE PLANS.
FINISH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS WHICH WALL PERMIT A - SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 4' DEEP. TOTAL SEEDBED ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WT WATERTIGHT. i
WHEN RESTORED. AREAS TO BE NEAT SURFACE WH PREPARED DEPTH SHALL BE 6" DEEP.
S WCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT AT THE R/W. A LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING do COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE
LABELED .STORM SEWER'.
CONSTRUCTION SHALL BE RESTORED TO ITS NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR. PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. . ALL STORM STRUCTURES SHAD. HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT
OUT. 0
THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE ADJOINING PROPERTIES DURING THE DEMOLITION PROCESS. APPLY LIME AT 50 LBS PER 1000 SQUARE FEET OR 1 TON PER ACRE. Z ALL STORM DRAINAGE WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE CLASS III REINFORCED CONCRETE PIPE.
J
DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS APPLY 10-20-20 FERTILIZER AT A RATE OF 850 LBS PER ACRE OR 20 LBS PER 1000 SQUARE FEET. THE DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE FERTILIZER SHOULD EITHER BE SLOW TIME RELEASE OR APPLIED IN TWO APPLICATIONS, I AT 11ME OF PLANTING A MINIMUM GRADE OF 0.50°d SHALL BE MAINTAINED ON ALL PIPES. Q
OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY AND THE SECOND I AFTER PERMANENT SEED GERMINATES. ALL PIPE LENGTHS AND SLOPES ARE APPROXIMATE.
' SERVICE HAS BEEN PROVIDED. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 INCHES OF SOIL PRIOR TO SEEDING. W ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER
SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING ACCURATE METHOD. Z
EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA. W W C~
ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR. F
F Y: EW
THE CONTRACTOR SHALL PUMP OUT BUILDING FUEL AND WASTE OIL TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRIATELY LICENSED WASTE OIL HANDLING
CONTRACTOR IN STRICT ACCORDANCE WITH FEDERAL AND STATE REQUIREMENTS. cm
: ECR
015476010
C~2
4 BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
DOCUMENT, TOGETHER WITH THE CONCEPT'S AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR VMICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY Ht

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t ~ ~ \ r., , ~ ~ - / SUIT YIEII. Q~IPACTED i ".~sa P5~ STA~iJ'1A110N BIANKET OR , \ ~ \ r, ~ / / / . \ ~ ~ \ \ aF` 1 \ von
"r ~ ~ TNNIN LEAST 30X FTN ° ~ ,sa \ APPROVED EQUAL OVER 1a \ ~ ~ - ~ s / / ~ A / - - / PASSIM .200 SIEVE . ~ ` \ ? \ EAgOp \ / C~ ~ I \ s ~
SLOPED AREA fit EXSSTING ~ \ \ - 38 0 ( ~ ~ NAGE PIPES. .F \ \ - - / STORM ORAI ~,a ~ - / / f ti~ CON TOR TO lay STAB TO lay STA~\iL 1AA0A~~81.ANIZE NAG 3,~ ~ ~0 s\~- s !y ` / I v ~ ~ ,
ATE ~ [ _ _ / CONIRACTOR TO E~L,OC o, r - y y t--- r $1508N, PATTERN 0 ~ o~~ ~ Q.~: \ ~ o ~ CAR ' ~ PATtERN OR A~ROVED~EQU \ ~s \ \ .o ~ " \ \ / i ~ 1 1 ~2 . ~ • . : ~ /
NG RIPRAP AF1ER GRADING \ = - = _ _ ~ EXIST! - - - \ \ - - _ = _ _ •1 1, UR~I ACHIEW GRAD IS C~LETE. ~ I - - ~ ~ \ ~ \ 1 ~ \ \ / / I ~ 1 1 ~ , o, of oti;2 ,
\ CONTRACTOR lY) MODIFY EXISTING DETENTION \ 1 SE
` / / ~i " P01~ CONTRACTOR TO IMMEDIATELY INSTALL -r- ~ \ \ \ \ ( i i I 2
ll ll! \ STABN2AlI0N BLANKET NAG S150BN STAPLE ~ ~ ! ~ A i l~ !!i \ PATTERN D, OR APPROVED EQUAL, UPON / f 1- \ ~ \ 1 CON ~ TO INSTALLS NAG \ '1 1 1 I
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- I ! / \ ~ l ~ (MEMORANDUM of LEASE: TEMPORARY NG AND \ R_' ? / / As TRUCKI(VEIl 1 _ -MH ~ - ~ I ti' / ~ I ~ \
~ : ~ - 7 P 7 1 ~ I ! CONSTRUC E ~ AO r _ I ~ ~ \ \ DEED BOOK 51 9, ACE 3) h 1 s a / i
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S \ ~ DEED BOOK 6510, PAGE 585 / \ - I (PLAT BOOK 111, PAGE 113 ~2 .LOT
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t \ ~ e / CAP I bu \ \ E FEAR ~ ~ 1 ~ ti~~ - ~ m 1 \ 1 / / ~
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5 I UHM L)MAINAUC: 5t...ncuULc N / WDENING PLAN FOR IMPROVEMENTS
Up. Up. Grate Up. Length Size Slope Down Down IN THIS AREA
ft Node Elev. (ft) Invert (ft) (q 0) Node invert
o (7 Oe / I-DI 300 239.60 94 15 inch 0.53/0 2I 239.10 INWODD UNITED PARTNERSHIP ~p ~T PATRICIA HARRIS JONES / r / - L~cou)
° 3-1 238.37 ' ~ ~SS 9Q li,J \ \ / ( DEED BOOK 4827, PAGE 58 2•I 242.70 239.00 100 15 inch 0.63/o
4-I 237.94 \ \r ZONED C3 ° `c ~N \ 3-I 242.70 238.27 100 15 inch 0.33/o 41 / 1 5 1 \
4-1 242.70 237.84 100 15 inch 0.33% 6-1 237.51' J
5-DI 241.20 237.10 29 18 inch 1.14% 6-1 236.77 69 \ \ \ ~6 ti \ \ / / 7 / u \ \ r /I Av
128 24 inch 0.33% 7-1 236.25 LEGEND 6-I 242.70 236.67 0 \ \
7-1 242.30 236.15 79 24 inch 0.33/0 9-MH 235.89 / Z
8-TVVD 244.00 239.21 12 10inch 1.75/0 0 9•MH 239.00 B-50 SOIL BORING LOCATION AND NOTATION c 9 MH 24325 235,79 183 241nch 0.33% 10-1 235.19
® TOP OF CURB SPOT ELEVATION / 10.1 240.30 234.59 126 30 inch 0.33/0 12-1 234.18 / Z r / Q
11-ARM 242.75 23520 44 24 inch 1.14/0 12-I 234.70 TOP OF PAVEMENT SPOT ELEVATION °
o / 12•1 242.50 233.14 226 42inch 0.33/0 13-1 232.40 REFER TO S1080 ROAD 241 CONTOUR ELEVATION WIDENING PLAN FOR IMPROVEMENTS \ \ r W r V
o 13-1 241.70 232.30. 171 42inch 0.33/0 14-1 23174 IN THIS AREA - ~ / .41 C~ / r GIII U. ONE CqL Z Q
14-1 240.70 231.64 219 42 inch 0.33% 15-1 230.92 ST- STORM DRAIN / OZIIER BITORE YW Z L]Z
42inch 0.33/0 16.1 230.24 \ \ 15- I 241.00 230.82 176 BUILDING DRAIN PIPES 1 Q r Q
42 inch 0.41% 17-0 230.00 _ - \ \ N. r 16-1 240.40 230.14 34 / '~y { ? R o 3-C9 s ~ R ac
18-DI 241.75 237.50 121 15 inch 2.22/0 19-DI 234.81 STORM DRAINAGE CATCH BASIN STO t D
19 DI 241.00 234.71 202 30 inch 0.33% 21-1 234.05 ? 4-pl STORM DRAINAGE DROP INLET \ r-- I \ { NOTE: 800-632-4949
0-1 239.65 235.30 19 18 inch 0.79% 21-1 235.15 STORM DRAINAGE MANHOLE I r, 21-1 239.25 233.96 72 36 inch 0.33% 25.1 233.72 5 MH 1 TO SKIBO ROAD Avm uwff pyyy,E se
a' 22-1 242.00 237.15 154 24 inch 0.81% 24-1 235.90 a. VADENING PLAN FOR IMPROVEMENTS THE PRESENCE OF GROUNDWATER SHOULD IN THIS AREA F`
Q 6-ARM AIR RELEASE MANHOLE (ARM) 23 STUB' 241.50 237.40 35 15inch 0.71% 24.1 237.15 ?qp \ O BE ANTICIPATED ON THIS PROJECT. F
94 30 inch 2.02% 25 I 233.90 8-TWD TRUCK VVELLDRAIN-REFER TO ARCH. DTLS I \ \ \ 24-1 240.75 235.80 i' CONTRACTORS BID SHALL INCLUDE
25d 97 42 inch 0.33% 26-1 233.31 ? 238.75 233.62 _ DESIGNED BY. (B
0 \ \ f 26-I 238.75 233.21 98 48 inch 0.33/0 28-I 232.89 RIP RAP APRONS (SEE DETAIL SHEET) J t MON FOR ADDRESSING THIS ISSUE. CONSIDERA DRAWN BY. cm ~ \ ~ ~ recxarrc
27-STUB' 240.00 233.10 11 18 inch 0.91% 28.1 233.00 4_0 - ABBREVIATIONS K D BY: \ CHEC E ER
28.1 238.75 232.79 95 54 inch 0.33% 29.1 232.48 \ \ \ CB = NCDOT CATCH BASIN STDS. 840.01. 840.02, 840.04, 840.05 W/
54 inch 0.33% 30.1 231.95 NQyF t \ \ \ \ 29-1 238.75 232.38 131 1, SEE GENERAL NOTES SHEET FOR GRADING, NOTES AND PAD PREPARATION PROCEDURE \ \ \ \ DATE: STDS. 840.03 FRAME, GRATE & HOOD (W/ MAX. 1.125-INCH GRATE 1O 15"O4 , GRAPHIC SCALE
.85 62 54 inch 0.33/0 31-1 231.65 30-1 238.75 231 2. CONTRACTOR SHALL REVIEW, UNDERSTAND AND IMPLEMENT ALL REQUIRED EROSION AND . ' ~ ~ \ OPENING) DI = NCDOT DROP INLET STDS 840.14, 840.15 (TRAFFIC BEARING 840.35 & 60 0 30 60 120 PROJECT: Q~7~
31 I 237.75 231,56 19 54 inch 0.33% 32.0 231.50 SEDIMENTATION CONTROL MEASURES PRIOR TO ANY DISTURBANCE. \ 840.36 W 840.16 GRATE (W/ MAX. 1.125-INCH GRATE OPENING)
33-FES 237.00 233.00 45 24 inch 5.56°/0 34.1 230.50 3. EXISTING DETENTION POND SLOPES ARE 2''1 TO MATCH EXISTING, PROPOSED DETENTION 34.1 237,00 230.50 25 241nch 2.00% 35.0 230.00 POND SLOPES ARE 2.5:1 AND ANY OTHER PROPOSED SLOPES SHOWN ON THIS PLAN ARE \ MH = NCDOT MANHOLE STDS. 840.51 W/ STDS. 840.54 FRAME AND COVER
36-STUB' 236.50 229.00 81 15 inch 6.171/0 37.0 224.00 3: 1, UNLESS OTHERWISE NOTED. \ a = NCDOT PRECAST CONCRETE END WALL STD. 838.80 FES & 0 1 \ t'D DS = DOWNSPOUT, REFER TO ARCH/MEP PLANS FOR DOWNSPOUT BOOT DETAIL (IN FEET )
4. ALL SPOT ELEVATIONS SHOWN ON THIS PLAN ARE GUTTER FLOW LINE AT FACE OF CURB, CS-S 235.25 229.00 52 18 inch 0.96% 36.0 228.50 OTHERWISE NOTED. 1 o ARM= NCDOT MANHOLE STDS. 840.51 WITH STDS 840.54 FRAME AND COVER. COVER TO BE C" 1 inch = 80 ft.
29.00 71 18 inch 1.41% 39-0 228.00 UNLESS CS•N 235.25 2 5. SEE TRAFFIC DETAILS FOR OTHER REFERENCED NCDOT DETAILS FOR ON-SITE AND OFF-SITE PERFORATED
CONTRACTOR TO PROVIDE STORM DRAINAGE STUB FOR STORM DRAINAGE AND APPERTUNANCES. p CS= DETENTION POND CONTROL STRUCTURE (SEE DETAIL SHEET)
FUTURE DEVELOPMENT IS DOCUMENT WITHOUT PION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
EfN AS. AN. INSTRUMENT OF -SERVICE, IS. INTENDED,,ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER REUANCE ON THIS INS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HER WRITTEN AUTHORIZATION_AND AOAPT.Al10N BY KIMLEY-

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23 1 2' 1" NOTES: NOTES: n ' LIE MIN. WALL THICKNESS MIN. RESNF. STEEL MIN. BASE THICKNES ~4° f
NOTES PIPE SIZES MANHOLE SIZE MIN 1. MANHOLE MEETS ALL REQ. 5. DROP STRUCNRE SHALL BE MANHOLE 5 A oc~ates C L PRECAST REINFORCED CONCRETE - ND COVER SHAG BE MADE OF GRAY ail SS f MANHOLES SHALL BE IN ACCORDANCE ~ _L 1. MANHOLE fRAME A CAST IRON CONFDTMING TO ASTM SPEC. A48-83 CL 30 35 ,~01 CHARLOTTE PARR OWVE - W9irl ASTM C-478 _r c T R D BY SAME MANUFACTURER. SURE 350
TO FlND "E" ENTER CHART AT LEFT IMTH EFFLUENT PIPE SIZE TES: F 478 PLACED WHERE PIPE VERTICAL pND ENTER PIPE AT TOP PATH fNfLUENT PIPE SIZE. "E" DISTANCE NO 0 ASTM C 5 R w x 2. CONCRETE IS MINIMUM 4000 PSI EXPC~bS ~ 50 1W`EN INVERTS R.SPECTiVELY, MANUFAC U ^ ASTM A-i85 O.tS . IN. 8
IS POINT Of CONVERGENCE OF COLUMN AND ROW. 1. SEE PWC STANDARD MANHOLE,AND TYPCj AL a~ E~L~ $ iA I AND COMPRESSIVE STRENGTH. MANHp~E DIAMETER SIZ M R R SLOG 6. WITH THE EXCEPTION OF THE R CT P CIAL CIRCI p2 PIPE SlIOE, 0 , TF1E PLANS TO I ALL CASTINGS SHALL CINJFORM TO THE SHAPE AND r11ARLOTIE, NORiH CAROLINA ?x217 MANN E DIAMETER SIZES MAY BE ADJJS~ED ON PWC RING AND 2. MIN. CONCRETE COMPRESS w: _ 4" OpL~ IRCUMSTANC S. REDU N SLAB E NOi 4000 PSI. DIMENSIONS SHOWN. THEY SHALL BE CLEAN AND pMONE; [phone] R~L CT PECIAL C E q gg qR COVER. EE STRENGTH SHALL BE
SHELF DETAILS FOR ADDITIONAL n ~ 3. MATERIAL USED TO SEAL AROUND MANHOLE BASE SECTION, ALL ACCEFTABL ON MANH( 4 e^ tT t5" INFORMATION. PIPE SHALL BE NODI-SHRINK GROUL OTHER MATERIALS INSTALLATION ACCEPTABLE ON MANHOLES LESS THAN GR ~QUAL TO 6 DIAMETER. fA1C [phone] ETAIL. 2 TYPES pB{ ~ ' FRAMEAa&83.CL30 PERFECT, 1WTHOUT 8LOW DR SAND HOLES OR ANHOLES GREATE THAN 12 DE !NG TO IMPNR iHEIR DEFECTS Of ANY KIND, TEND OF RING AND 3' SMIiALL HAVE MIN. fi EXTENDED BASE. " ~ -`r STRENGTH. NO PLUGGING INt SiOPPINC OF ©2>~
8 9.00 9.50 10.OD - - - 4. MANHOLE SHAH $E CONSTRUCTED ANO WORKMANSHIP SHALL 8E 12 1t.00 11.50 12.00 13.00 - - - INDICATED ARE FOR 7 OF PRECAST CONCRETE. FlBERGLASS IN ACCORDANCE YATH THE PWC Agr Ig N fRp~ - _ 2. THE "E" DISTANCES z TA .STANDARD MANHOLE DETAILS. ~ COVE SEE DETAIL • Aggrr Igg N fRp~ COVER APPVO) 4 FLEXIBLE BUTYL RESIN JOINT EALANT SHALL 8E IN ACCORDANCE Wf ASTM C990. DEFECTIVE HOLES wlLl BE PERMITTED. ~ COYE~ SEE DETAIL
0 15 14.25 14.75 15.25 16.25 tt.00 - CONNECTION TO AN EXISTING OUTFALL , ..1,r ~d ; MANHOLE IS NOT ACCEP BLE 17.00 17.50 18.50 19.25 20.00 AN ARE THE MINIMUM DISTANCE ' B 7. IN ORDER TO PRONDE A WATERTIGHT A RUBBER GASKET JOINTS SHALL BE IN 2. CASTINGS SHALL 8E UNPAINTED AND SHALL HAVE 4N~C. ACCORDANCE W/ASTM C-443.
24 26.00 21.50 22.00 23.00 23.75 24.50' 26.00 ALLOWABLE. B WAN Y z ~ CONNECTION AT EXIST. PIPE ENTRANCES 1 ,F;'•,. ~ TO DOGHOUSE MANHOLE C~ITRACiOR 4 ® SHALL DRILL PILOi HOLE ABOVE PIPE < rn ~p~ 2 GRADE i ING (MAX.) ' THE LETTERS "PWC-FAY-NC" AND "SANITARY SEWER° t~u~~nr+e T RESIN SEALANT R ER BOOT CONNECTO CAST INTO COVER. LETTERS SHALL BE RAISED AND fLEXIBLE BU YL 5. FLEXIBLE EPOM UBB ,e~~~ CAF} qe.
WiiERE 5' MH IS REQUIRED A00 1~2" TO "E" DISTANCE TO ACCOUNT 3. WHERE SANITARY SEWER OUTFALLS ; THRU SEAL AROUND PIP FROM IN IDE ~ RINGS I110NAL 6 OF SHELF SLOPE. ANO MAINS ARE BEING CONSTRUCTED . O ~;p 4F MANHOLE AND INJEC~ POLYURETHANE , 1 FOR THE ADD ~pg 2 GRADE OR RUBBER GASKET JOWL. SHALL BE IN ACCORDANCE W ASTM C923 8' CLEARLY wS18lE. •eeeee •O~ RINGS INSTALLED BY MANUFACNRER W TAIN- 2 7 /s 3. MANHOLE RING AND COVER SHALL WITHSTAND H-20 ~ Q~~ • ESS~ / ~
THE TOP OF THE EFFLUENT PIPE AND GROUT MATH CAULKIRG CUNT 30A KFILLED. ^ N VEHICULAR TRAFFIC. ROCKING COVERS SHALL ~ O; QF Oy•~ SEAL I SIDE AND e LESS STEEL COMPRESSION RING AND 24" OUi9DE OF JOINT N~IC TAKE-iP CLAMP. CONNECTION TO MAIN CER TH STAINLES COVER BACK COVER SECTION FRAME PLAN N0i 8E ACCEPTABLE. ~ 9~.9
t THE i0P OF THE 1Nr1vATI0N UUNLESS L a ~ SEE SHELF DETAIL 60 DAYS MAX. AfTE MH S B C ~ ~ JOINT 8. MANHOLES GREATER 1HAN 12"IN DEPTH SEALER ' + ~ ~ CONDIliONS AREE ROHI8ITIVE TO THIS a i r , C~ w ° SHALL HAVE MIN. 6" EXTENDED SASE. 1 O T fASr T SHALL BE BY CONTRACTOR uh • SEALER ~~AH SM~TH STEEL PIPE CLAMP. j 4. MINIMUM AVERAGE WEIGHT. PLUS OR MINUS 5x AL • f1NfSH 6. CONNECTIONS i0 EXISTING COVER 135 IBS, UNIT 310 L85. 12" MIN. i RING 175 LBS.,
PRACTICE. ~ ~ ~ RING AND COVER AND gTEPS SEE NOTE 7 9. SEE STANDARD MANHOLE DETAIL FOR r ALIGN OVER INVERT OUT UfT HOLES THAT EXTEND MANHOLES SHALL BE BY CORING MAN- t'-~""T-'I • T ING A FLEX. gRIES 5. PERFORATED COVERS WiLL NOT 8E ALLOWED. • RU TH A H LL E HOLE AND FIELD INS ALL -I (--t/2" y Yi MIN} •
• • AOOI110NAL REQUIREMENTS. ,A r ° .:•r SECTON A-A 48 MIN, ALES - RY K T Cp~.~NECTOR. Da NOi ALLOW ~ ~ OUT H p JOINT SEALER g~RIS TO ENTER SYSTEM. ~ i ~ •'•°~GIN~•.~' F HAVE P CAP qq DO ° 2" MIN.
r ~ ~ c S Si z NOi EX NO iNRU THE WALL ~e ~ •eee• ~ I GROUT 7. MORTAR SHALL BE QUICK SETTING, s;. ~ C
r TN ° • 'e.' MAIN OR LATERAL ~j FI NEW o0 SHALL NOT REQURE NON-SHRINK GROUT MIXED IN RIE ~ SEALANT. ACCORDANCE WITH MANUfACNRfR'S ~ ~ BED 0 TARE TNYPFRESH , ~~e ~ SEAL LIfT MOR ( ) 8" MIN. THICKNESS 3000 PSI CLASS COVER he1~~et
• MIN SLOPE R EE Of EE SANITARY 11 2 r • 4" X2.00% MIN. ~E H ETAIL ff~ SEa' B~ ~ 48" I ~ Mp~A FACTURE OLES RECOMMENDATIONS. 3/4^ " "A° CONCRETE COLLAR 3-6% AIR ~d'~ . 48" MIN. INST LLEO POL~ PROPYLENE 0_ ENTRAINMENT ALL AROUND fAME.
r•'• X 6" 0.67% MIN./MAIN SHOM+~lEFOR OCLUARITYOT SHELF CONSTRUCTON ABOVE . SPRINGLINE. ~ NON-SHRINK SEE SHELF DETAIL iv SEE ~ 6" ®"2.007 MIN./LATERA FLEXIBLE RUB ER BOOT Iv GROUT t SEE CHART COATED STEP OVER INVERT 8. MANHOLE STEPS SHALL BE IN ACCOR CONCRETE COLLAR -PAVED AREAS a OUi SEE STEP DETAIL. ANCE WiTH ASTM C478 ANO OSHA PICx SLOT DETAIL
• a a 8 @ 0.40% MIN. FASTENED W T304 STAINLESS SEAL ANNULUS OUER ° ~N R G SEE N ' ~ ~ 0 12" ®0.22% MIN, STEEL KORD ND TO MH ANO ARp~ND PpIPE AT 1.50 MAX. A~TMFOACI~5 b01~IF~T IN ~ i CONNE SEE NOTE 5 CONC. BRICK AND MORTAR REGULAt10NS ALIGN W/INVERT OUT• 25" (D B ~ fOR FLEX. BOOT INVERT PLA ED IN 9. PREFORMED MANHOLE INVERTS ARE
4:.• 15; ~ 0.15% MIN. - DOGHOUSE W11H ~ 18 ®0.12% MIN. T 300 STAINLESS STEEL CONCRETE OR SOLID 8" MIN. FORMED CONNECTOR F L 0 /C EIGHT NOT ACCEPTABLE UNLESS SPECIFICALLY ~ ~E pp 4 JOINT SEALER TAND_ 23 3 4" 3:1 PORTLAND CEMENT GROUT. pF 0U E pIp . APPROVED BY PWC IN WRITING. 5 OVERLAP MH 2' BELOW FRAME
PIPE CLAMP BRICK AND MORTAR ~ ~ 1 ' UNFORMEEpp EEXTEND o .o 1i12 TO UNDISNRBED SOIL I 1 iv NEW SANITARY SEWER (MJCRETE COLLAR b m a AND UP TO SPRING LINE ~ SEE SH L OE AIL ING WATER IN INVERT OF MANHOLE P 22" W9TH M RTAR. MORTAR SHALL ! ° ~ AROUND IS NOT ACCEPTABLE. ~ BEGIN 14' BELOW TOP Of COVER FRAME ~ ~
o ~ OF PIPE ^ M a < ' . M ~-SEEFCHARiGABOVE EE gHEL~ IO. UERIICAL DROPS BETWEEN THE ~ 'W1 TAq~ I ETAIL INFLOW PIPES AND OUTFLOW PIPES 0 ''a
w o ' r ~ MANHOLE BASE SECTION ' • • ; ° • .:;r' . MONOLITHIC POUR OF CONCRETE R " 4 z$~x16~ SOLPpOCppNDCRETE EXIST. SANITARY • ~ INVERT AND BASE PLACED IN SEE CHA T i CHART SEE NOTE 3 SHALL REQUIRE THE FOLLOWING ~ 7e g , 6" MIN. COMPACTED ' ELEXI LE EPOM _
BLOCKS STACKED 2 HIGH SEWER OUT m HELD TO SPRINGLINE Of PIPE. ' 180' APART. a.'• - ~ 6" MIN. TO~PACTED :RUBBER A- GREATER 1HAN 2.5' SEE DROP STRUC > ~ NO 57 STONE _ BOOT TORE DETAIL (MIN. 5 DIA .M H. REQ ' ' BED OF CLEAN FRESH 1' TO 2.5 SEE PIPE SLIDE DETAIL ~ o 22-I/B ~.;:x MORTAR (TYP)
• + ~ REMOVE EXISTING TOP OF 6x6 W8xW8 WWM _ 0 57 S O E ' ( ~ I~ _ -VIII SANITARY B' SEv1EP G ' • A RTAR BETWEEN II w i C. LESS THAN I' SEE SLIDE DETAIL TRA TOR SH LL MO _ II Q~I Q SEWER (OUT) i I MANHOLE RING AND COVER AND r p 'j: 23-3 4" FRAME & MANHOLE. SURFACE SHALL
' . ~ 'r. ' . _ w+; ~ ~ : ~ ~ r , t r PIPE ABOVc SPRING LINE AFTER BASE ONLY ~ ( SAL NNU S pVE AND f ; ; ACCEPTANCE OF MANHOLE BASE 8Y g" MpACTED N PI pT ~GHO SE ? ~ ~ + • ~ ~ ' r., • • ~ a` ~ a"~•' • : I PWC. CONTRACTOR SHALL SAW CUT NO 5~ S~QNE 'M H C NC TE OR SOLID L p~ LU NNpp UNDISTURBED NNULLUUS OUNNpp SUBGRADE 0 57 STDNE DROP STRUCTURE SHALL 8E 1N ACCORD- 31" BE SMQOTH AND FREE OF ROUGH
• • ~ ' ' ~ ' i N PIP CROWN UNDISTURBED BRICK AND MORTAR ~I E AT NNNTRA ~YArH AND REMOVE EXISII G E N R TE RADE E T F R OPEN INVERT TROUGH. 4"g8"xi6" SOLIp CO C E SU8 G N N-SHRINK GR UT. oo MMI HALL BE ALLOWED BIUCKS STACKED 2 HIGH fizb-WBxWB WWM ENTRAry 1MrH ANCE Wf PWC STANDARDS. SEE APPLIC- COVER A48-83,CL 35 AND/OR JAGGED EDGES. NNK GR UL ABLE DETAIL. ( _ A
NS DE$RS S APART. ASE ONLY TO ENTER SANITARY SEWER tB0 SECTION B-B 12. INVERT N PLANS IS T MH COVER FACE COLLAR NON TRAFFIC ARE S PUBLIC WORKS COMMISSION N0. DATE REwSION
I WORKS COMMISSION N0. DATE RENSION PUBLIC WORKS COMMISSION NQ. oATE REwsIDN STANDARD MANHOL~ FAYETTEVILLE, N.C.
PUBLIC WORKS COMMISSION ND• oATE REVISION ~ PURL C STANDARD M STANDARD MANHOLE FAYETTEVILLE, N.C. RING ANO COVER ~ , owc. NQ. S,7 owc. Br PwC WATER RESOURCES
ON DESIGN GUIDE N.C• DOGHOUSE MANHOLE FAYETTEVILLE, N.C. MH CONNECTI FAYETTEVILLE, ekf~. No. S.. + pw sHE~r No. DYfG. No. S,2 DwG. BY pwQ WATER RESOURCES sHEEr No. ENGINEERING DEPARTMENT
Dwc. No. g,3 Dwc. eY c WATER RESOURCES ' owc. No. g,~g DWG. BY Pwc WATER RESOURCES SHEET NO. ENGINEERING DEPARTMENT 1 (;F 1 DATE n/o1/o3 SHEET N0. ENGINEERWG DEPARTMENT ' 1 of 1 DATE 11/01/03 APPROVED BY JEG • INEERING DEPARTMENT 1 of i DATE It/01/0," APPROVED BY JEG DATE 11/01/03 APPROVED BY JEG ENG - I ~ fllE NAME: RING COVER.OWG
I OF 1 PATE 11/01/03 APPROVED BY JEG Fl<F NAME: DOGH1x1SEMHAWG FlLE NAME: STANDARD MANHOLE.DWG
O: \ACAO\PWCDETAILS\PENETRATION_DETAIL.OWG I
I
I TAPPING SADDLE WITH STRAP
NOTES NOTES NOTES: 5' MIN.. SINGLE WIDE AND ALIGNMENT FLANGE. STAINLESS SEE NOTE q8 EXTEND STACK 18" MIN. ABOVE
1. MANHa LL IN ACCORDAyCE WITH 4. DROP STRUCTURE SHALL $E PLACED WHERE SPRiNGUNE OF PIPE 1. T slI HA ~ N 4 gTn S, MAr1H LE DETAIL SEWER MAIN OR LATERAL VERiIC~AI DROP i. ALL EXCAVA110N5 SHALL COMPLY WITH THE TERMS AND STEEL STRAP GRADE WITH GLUE CAP FOR CONDIDONS OF THE CONSTRUCTION STANDARDS FOR TESTING, AFTER TEST ARE 1'- 6"
EAL AROUND T I WT S T 1 k no FOR ADOI AL IN MAnOrg $ETwEEN INVERTS EXCEEDS 2.50. SEE N S INK U g~ IN T OU aF . r . PIPE S.S• p FI L . LID INCOMING PIPE. ITTIN S FOR PIPE SLIDE DETAILS FOR DROPS LESS f~ E ERIC py E . s. 2. ALL PVC PIPING AND F G THAN 2.5D' VERDCAI SEPARATION. EXCAVA?ONS IN OSHA "SAFETY AND HEALTH REGULATIONS ACCEPTED ADJU AN S INSTALO (nP) SEE PAVT PATCH DETAIL FOR AS FOR CONSTRUCTION", CHAPTER XV11 OF ?TLE 29, CPR, PART PROPER GRADE D T OF FiLL IN PAVED A E FLOW a PERMANENT CLEANOUT CAP ; y.
AU gg~~EEP 0 B I D UP !N R TO 2. PIPE SLIDE R pp'D WHERE VERTICA ~ A DROP STRUCTURE SHALL BE SOR 26 PVC 'I OVf.F'1~ INVER~ ~ U MO~~AR QUAN IiIES SEPARATION ~ETWEEry PIPE INVER S NEW SANITARY LAS 3 1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON T ALL TIMES ANO SHALL EMPLOY A PROFESSIONAL INLET ASSEMBLY ~ ~
~~R'd OUt R THA i ANO LESS AN ~yyER ~ I N~TH PUSH-pN ELgSTOMERIC w~1NIGTTO DROP. ISS CREATE NN OF SAME SIZE AS SEWER LO SLIDE SHALL B 9R EQUAL TO 2.5'. PROP STRUCTURE 90' BEND AND 1EE 5. DRQP STRUCTURE MH, SHALL BE A MIN. ~ PA D TO 95~ MAX. DENSITY ON THE JOB A W K w COM CTE ENGINEER TO ACT UPON ALL PERTINENT MATTERS Of THE OR a AS DETERMINED BY ASTM 0698 r ARIES „ a
X z' ~ I Tp~tEp ON TOP 3, IN RI R S CTUftE REQUIRED A "w' ~.;,,:•r,;, SHALT EiE SDR 35 WiTH SOLVENT WELD JOINi50F 5 DIAMETER TO 12 ABOVE TEE. DROP i a ~ ~ SHELF I T ' ~ ` ' 3. MANHOLES GREATER THAN 12' IN DEPTH SHAIg~CiURE SHALL BE INSTALLED AGAINST 1/2 PIPE ~ N g p' + . , R4ALL OF MANHOLE AS SHOWN. ~ ~ 2. BEDDING MATERIAL AN?TIES ARE CALCULATED BASED PVC SOR-26 TEE WYE 0 I a . a - QU SEE NOiE 8 rq ~ a „ ON THE FOLLOWNG TRENCH 1M01HS. BEDDING MATERIAL SHALL N
0 0 • • IN RIO 0 S E DETAIL. HAVE MIN. 6" EXTENDED BASE. m o ~ fi. ~EX 0 A L BE C NN C i H VA1H ~ SHELF • ~ 4. VERIFY SUDE INSTALlAT10N TAINLI: S S L EXPANSISN IN . F` XI EE INSTALLED REGARDLESS OF PIPE MATERIAL. CAP SHALL HAVE 2 III - BE COVER NON TRAfFIC ' FOR 48' RCP/01 8=6;, D=6; TEE WYE CONNECTION i AREAS AND SHALL BE ~
N^ COORDINATOR O T C NNEC ORS SHALL CONFO M T ATM FLOW CHANN L SAN WER 'MTH PROJECT PLAN -923 PEG. PRIOR TO CONSTRUCTION. _ ~~II I 42 RCP OI 8=6 D=5 -6 R15ER SHALL BE SOR 35 PV SET AT GRADE IN PAVED FOR 3D" RCP%DI 8=4;-6", Q=4'-s' OPTIONAL TAPPI G SADDLE EXCEPT IT SHALL BE 0.1. IN AREAS n
SHAPE TO 3 4 r'. M ~ H LEp~ C N pN HEIGHT DF UTLET 5' INAAC~9RDANCEOW1rliCPWCSSiSANOLAR~ 7. H 0 N OAS~pTAg ~P MTP 0 ~~~~D ~ II Fp~ p4~ R / I =4 0=,4-0", A OP OVAL TRAFFIC AREAS PERMANENT ASS'Y A , FCR 18, V~/P~/DI ~=3,, D=3, SEE CLEANOUT CAP SS
PIPE. MANHOLE DETAIL. 0 R4MS BY PWC 0 C INA R. ~ KK tt~~ Dp - FOR 15„ VCP/pVC/DI 8=3,, 0=3, „ t 25" 4" EPDM RUBBER a FOR t~ VCP/PVC/DI 8=2,, D=3,_0„ COUPLING WITH 2
' • ; ; • 6' INSTTiS qp INVE iE N D ELF DR 35 PVCC SWPTE T ODE. U N OPEN END 9N S GO UNDISTURBED SOIL DAR CON J I K DISTURBED SOIL N " fOR 8 VCP/PVC/DI 8=2, D=3-O STAINLESS STEEL CLUE CAP FOR ~ 2125" , HOSE CLAMPS AIR TESTING
ME N ASTM RADE -II CPT FLEXIBLE BOOT CONNECTED SW TEE PIPE SLIDE DETAIL AB aR~¶aN LE THAN 1o LBS ~u.~T. a z 3. THE BEDDING MAIERIALGRAOEDBCRUSHED ROCK LEAN, COARSE ~ SECTION AA STONE SHALL BE Vtq" {TO REMAIN) PEA GRAVEL, OR WELL E OKFILi. SHALL BE PLACED IN w PLACED IN LAYERS NOT TO EXCEED 6" LOOSE LIFTS FOR THREADED CAS A EXTENDED TO BED SLOP 03 EXTEND SS TO R/W
NTS TO MH WITH SS EXP. RING SOR 35 BACKFILi. SHALL BE PLACE 7. ANHOLES REATERR,THANN 2p' IN q~pTH GROUT SEALED 6 LAYERS AND COMPACTI BEGIN SHELF TRANSITION HALL HAV~ MIN. b' EXTEN~ED BASE. NpN-SHRINK GROUT SEAL LAYERS AND COMPACTED w THE FULL WIDTH Of THE TRENCH. IRON PLUG f LATERAL CONNECTION MIKPER f0 0R Lp 909, MAXIMUM DENSITY AS N FROM UNOISTURBEO SOIL ~~.~3. TY SEAL GASKET
F i LI ST~pS TO 90% MAXIMUM OENSIT~ A I S AT 3/4 HEIGHT 0 9UAE INVERT 8. SEE gTANDARpp MppNNH LEE DETAIL FOR Mpg PIPE 1,12 MIN. ADDITIONAL REOUIREM~NTS. SDR 26 PUC DOEff~MIABOVEYTOP OF Plf INVERT 1 SLEEVE ffRMINED BY ASTM 0698 DIA/2 4. REDOING MATERIAL SHALL 8E INSTALLED ANO PAID FORM S~ 12° ABOVE TOP OF PIPE H 1H FOLLOWING CHART TO PRODUCE NON TRAFFIC CAP CAST IRON ACCORDANCE Wti E i COMBINATION
8D CONCRETE H LF PLAC PWC APPROVED SOUD SLEEVE y" MIN, { PWC APPROVED SOLD IN F D I C COUPLING REQUIRED WHERE COUPLING REQUIRED WHERE 2" MIN. I~ CLASS B BEDDING.
M R D SHELF PIPE IS NOT SDR 26 PVC OR ? PIPE f5 NOT SDR 2b PVC OR SELECT REDOING MAffRIAI FPE AROUND ~ I I R SDR 35 PVC. SDR 35 PVC. NO OVERAGE ALLOWED SEI .ECT BEDDING MATERIAL FOR 8""PIPE .O67yd3/ft. F PIPE OVERAGE ALLOWED SEE fOR 12„ PIPE .D9yd3/ft. ~F PIPE
R OUC M RTAR QUAN TIES. SEAL AROUND FLEXIBLE BOOT NOTE 4 SPRINGLIKE OF PIPE PIPE 2' MIN. COMPACTED N0. 51 TE 4 ~ - _ _ J (MIN 4' FOR 75, PIPE Jt 3 ft. OF PIPE AX OIA 2 FOR 18w PIPE .13y~d ft. Of PIPE THREADED SLOTTED { fOR 24 PIPE ,15 ~ft. OF PIPE CAST IRON PLUG
STONE FROM UNDISNRBED 5' MIN. UNDISTURBED SUBBASE SHALL BE UNOISTUR ON EXISTING MANHOLES SOIL TO SPRING-UNE OF SOIL R TT M QF E3 OT SHAL PI AS DIR TED BY PWC ~ SOIL. WHERE SOIL IS DEEMED p p L PE EE PVC UNSUITABLE BY THE PWC PRC SE SHALL BE UNDISTURBED FOR 30;; PIPE .19y~d3% t. OF PIPE WHERE SOIL IS DEEMED PIPE FAA FOR 36„ PIPE .25yd3jft, OF PIPE I-- I I-
BE SET 1 AB~VE SHELF PROJECT COORDINATOR, 12° SDR 26 AUTHORIZED AREA SHALL BE SDR 26 PVC 'ABLE BY THE PWC PROJ. REP. FOR 42„ PIPE .32yd3/ft. OF PIPE TRAFFlC, CAP RIZEO AREA SHALL BE UNDERCUT FOR 48 PIPE .36yd3/ft. OF PIPE ~ -
• 6" MIN AND BACKFILLED YA1H "SELEC ~~y,l 0 TAR ~ SLIDE S.S. ,a~'r"¢ ';ii 12" MAX FOR BACKFILL" AREAS NOT ! ACKFILLED WITH "SELECT BEDDING ACKFILL" AREAS NOT AUIHOR12ED B 5. REDOING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH _ ~-UNDISTURBED SOIL
SHELF ~ A5 UNDERCUT SHALL BE BACI I"x 1 8" STAINLESS STEEL S1RAP5 CONFORMING TO ~ ' AT CONTRACTORS EXPENSE W X ~,r^, : ~ L~•• THE PIPE ANCHORED WITH STAINLESS STEEL ANCHOR DERCUT SHALL BE BACKFILLED SEE NOTES 1 & 2. WALLS ANO TRENCH BOTTOM. OVERAGE Of BEDDING MATERIAL NTRACTORS EXPENSE W1TH SELECT ONCE NOT BE PAID fOR UNLESS SPECIFICALLY APPROVED BY THREADED CAS
4 .r 7 1 • .w, MINIMUM TRAPS BEDDING FOR BACKFILL MATEF ~ ,s'+ BOLTS ANO WEDGE ANCHORS. 2 STRAPS SS S IG FOR BACKFILL MATERIAL. THE PROJECT REPRESENTATIVE AND SHALL ONLY BE PAID IRON HUB ' FOR IN THE AMOUNT OF THE AUTHORIZED QUANTITY. T
r SAt~A~~WER STRAPS SHALL BE 3' O.C. MAX, rn / o ~ J• SW 1 a BEND 6. BEDDING MATERIAL SHALL 8E PROPERLY RODDED AROUND a" MIN, THE PIPE HAUNCHES. STAINLESS
gl PE TOP OF C NC. ~ SDR 35 SHELF :12 IN~ 2:12 7. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN STEEL HOSE CUTS 1N PAVED AREAS. TRENCH W10TH SHALL BE MAINTAINED CLAMPS 4" A,C,/D.I. TO 4" GL/PLASTIC
• ~ : MAX. TbWAR~ T OUGH. SDR 35 SW PVC t 4 BEN r ~"';~~'~a ~ RAPE TOWARD INVERT 0 T AT THE MINIMUM PRACTICAL WIDTH. MiN. 1/4" THICK EPOM COUPLING FOR SEWER SERVICE LATERAL
FLOW CHANNEL SHAPE INVERT SH~.L ENTER FTO 3W%4HHEIGHT Of OUTLET „ , ~ ~ TD /4 HEIGHT OF OUTLET MANHOLE 1 MIN. ABOVE PIPE. C/0 CAP ASSEMBLY NOTES SEE SHEET 2 OF 2
PIPES SHELF rYP SHELF DETAIL , III m SECnoN "A-A° MORTAR SLIDE DETAIL t ) - Nrs PUBLIC WORKS COMMISSION No. DATE REVISION PUBLIC WORKS COMMISSION N0. DATE REVISION SEWER SERVICE LATERAL
NTS N0. DALE REN510N AT I TRUCTt1RE PUBLIC WORKS COMMISSION SEWER BE[ I r ~ PUBLIC WORKS COMMISSION No D E REVISON INTERIOR DROP S BEDDING N C. FAYETTEVILLE, N.C. t AR. 03 REMOVED BEND FROM LATERAL SEWER FAYETTEVILLE,
! PIPE SLIDE MORTAR SLIDE FAYETTEVILLE, N.C. FAYETTEVILLE, N.C. GRAVITY SEWER MAINS & LATERALS 1. 10 23 03 RENSED NOTE ~ ANO St~ELF DETAILS p1f~1'~,, .~a~,. Dwc. No. S.1 owc. No. g,t0 owc. BY Pwc WATER RESOURCES
,r*~,: Qwc. No. g,5 owc. eY PWC WATER RESOURCES SHEET N0. No. D~ No. S,13 OwG. BY PWC WATER RESOURCES SHEET No. ENGINEERING DEPARTMENT 1 G ENGINEERING DEPARTMENT 1 of 2 DATE 11/01/03 APPROVED BY JEG 11/01/03 APPROVED BY JE FILE NAME. RESSLAT.DWG
SHEET N0. DWG. N0. S,+F DwG. BY Pwc WATER RESOURCES SHEET N0. 1 OF t I oft DATE 11 Ot 03 APPROVED BY JEG ENGINEERING DEPARTMENT 11/01/0 1 OF 1 DATE 11 Oi 03 APPROVED BY JEG ENGINEERING DEPARTMENT / / FILE NAME: SEWER BEDOING.DWG
/ / FILE NAME: DROPMH,DWG FlLE NAME: PSLIOE,OWC ~ I
s HEAVY DUTY FRAME AND COVER
i THREADED PVC CLEANOUT-P_UG W/ LETTERS ^C.O." CAST IN COVER
GRADE SURFACE AWAY 1"IN GRASSY AREA
NOTES: SEWER SERVICE LATERAL NOTES OCATION MAY BE ADJUSTED IN THE FIELD FROM CLEAN OUT I -~O" IN PAVED AREA i. CLEANOUT ELEVATIONS AND/OR L 5
1/2" GRADE 60 1. COPOLYMER POLYPROPYLENE PLASTIC AS DIRECTED BY THE ENGINEER WHEN NECESSARY. CLEANOUT STACK TOP - , ELEVATION IS DETERMINED BY INTERPOLATING FIELD DATA AND MAY NOT BE K'•' +
TEEL REINFORCEMENT STEP SHALL BE PLACED i6" O.C. IN ALL STRUCTURES 5 DEPTH DR GREATER. I 1. CONTRACTOR SHALL MAKE UP STACK AND 12. if LATERAIIS MORE THAN 30'!N LENGTH EXACT. CLEANOUT ELEVATION TOP SHALL BE SET IN ACCORDANCE WITH THE ` PUBLIC WORKS COMMISSION TYPICAL DETAIL. ADJUSTABLE HEAD
SUBMIT TO ENGINEER FOR APPROVAL ANO IT SHALL CONFORM TO THE i/4" PER FOOT 2. STEPS SHALL BE INSTALLED BY SHALL SUBMIT TAPPING SADDLE IF USED MINIMUM SLOPE. MAXIMUM CLEAN OUT SPACING 2. SANITARY SEWER MANHOLE DEFLECTION ANGLE'S ARE 180 DEGREES UNLESS a" MIN. 2500 PSI P.C. NOTED OTHERWISE. ALL INVERT ELEVATIONS ARE SHOWN TO THE MANHOLE CONCRETE COLLAR
T RER ANO SHALL BE TO ENGINEER FOR APPROVAL. FOR 4 PIPE 75', 6" PIPE 100' MANUFAC U AUGNEO OVER STRUCTURE INVERT 2. HOLE IN SANITARY SEWER MAIN 13. SEE INTERIOR DROP STRUCTURE OR SLIDE, CENTERLINE. 12" 12"
OUT. MUST BE CUi WITH APPROVED CUTTER, MORTAR SLIDE & SHELF DETAIL FOR VERTICAL NO HAMMER TAPS ALLOWED DROPS OF MAINS AND LATERALS. NOTE: SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING
3. DIMENSIONS SHOWN ARE TO CONVEY THE DESIRED SIZE OF THE STEP. STEP 3. LATERAL SHALL CONFORM TO ASTM 14. LATERALS GREATER THAN 20' DEPTH SHALL INSTRUCTIONS. I SIZE OF RISER PIPE
n „ OF SIMILAR SIZE AND CONSTRUCTION OTHERW15E3NOCA~ED AS ~UCTItSE IRON. UTILIZE DUCTILE IRON PIPE AND FITTINGS WITH SECTION A-A MAY eE ACCEPTABLE PROVIDED CERAMIC EPOXY OR (USED CALCIUM II I PER LOCAL CODES 111 I III 45' BEND
MATERIAL SU$MITTAL IS APPROVED ' 4. ALL PIPE AND FITTINGS SHALL BE 4° UNLESS ACUMINATE CEMENT WiTH FUSED CALCIUM i_1/g" BY PWC. OTHERWISE SPECIFIED. ACUMINATE AGGREGATES . 0 0• p ~ CRUSHED STONE ae~0p°O~epe 0 Jl f 0°oe000oo~ PER LOCAL CODES
A RIALS OF CONSTRUCTION ANO 5. ALL CAST IRON PIPE SHALL BE C.I. SOIL 15. ENTIRE SEWER LATERAL ASSEMBLY SHALL 000e e 0 v ~e0 •e Ooe e0 0 ~ o e00
i 4 ME OD OF INSTALLATION SHALL BE I PIPE SERVICE WEIGHT OR 0.1. UNLESS BE AIR TESTED CONCURRENTLY 1MTH SEWER MAIN, ARDS OTHERWISE SPECIFIED. MTERIOR LINING 0 2 Oe ° 0 00 - o0a ~ Oe• 0 o e00o0 Oee Oe~oO
A ACCORDANCE WITH OSHA STAND OF CERAMIC 'cr"GX'i OR FUSED CALCIUM AND ASTM C-47d. EMENT WITH FUSED CALCIUM 16.INOIVIDUAL LATERALS SHALL BE CLEANED AND FLUSHED ALUMINA PRIOR TO FLUSHING SANITARY SE MAI ACUMINATE AGGREGATES . °~0 a e° G e• OQ a DIRECTi.,e--- ON ~f FLOW 0• e ~ e V
~ 6. ALL CONNECTIONS SHALL HAVE RUBBER 17. LATERAL SHALL NOT BE BACK-FILLED .
" A SERRATED TREADS WIDE ENOUGH TO GASKET SEALS INSTALLED. UNTIL INSPECTED BY THE PwC PROJECT COORDINATOR
t0-3 4" STAND ON WITH BOTH FEET 7. SANITARY SEWER SERVICE C/0 STACK SHALL BE LOCAAO 1 VfrIE ~IN SAME DITCH. t8 SERVICES N~0 AC M~NHOLEETOTAVOIDM OMPROMISING ° 00 o0e e0 0 ° e 00 Oe 3 Oo p e 0 o0a ° e
12" SERVICE LOCK V LVE B. THE CONTRACTOR MAY USE A TAPPING SADDLE THE INTEGRITY OF THE MANHOLE. PLUG WYE IF SERVICE LATERAL WYE DOES NOT CONTINUE
PLAN VIEW j WITH STRAPS & AUGNMENT FLANGE FOR ONNECTION i0 PIPE. TAPPING SADDLES 19. IF BENDS ARE APPROVED BY THE PROJECT COORDINATOR, STONE C i=
WITHOUT AN ALIGNMENT FLANGE Wlll NOT BE BEDDING IS REQUIRED TO BE INSTALLED FROM UNDISTURBED li ACCEPTABLE. THE CONTRACTOR NAYTU ~E TO SOIL TO BOTTOM OF BENC(.SEE DETAIL 5.12) SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION Z
' SOR 26 P.V.C. TEE=WYE FOR CON EC 0 + SDR 26 P.V.C. PiPE OR OI TEE FOR SANITARY SEWER 1 STORM SEWER CLEAN-OUT W U N.T.S.
CONNEC710N TO DUCTILE IRON PIPE FRONT VIEW 9. INSTALLATION OTHER THAN A$ SHOWN - WAL~MART STANDARD DETAIL
MUST BE APPROVED BY THE PWC 1 ENGINEER. W
10. TAPPING PROCESS SHOWN FJHAINS BE USED 1-1/4" _ FOR ALL SANITARY SEWER . . J .J
•,r: i ' i ii. SLOPE AND DEPTH OF THE SERVICE LATERAL SHALL BE DETERMINED BY THE ~ ~
TOPOGRAPHY Of THE LOT AS APPROVED BY THE PWC ENGINEER OR AS INDICATED W
ti. ON THE DRAWINGS. H
T!• ' MANLi~LE WAeL' A' .1 5 ''"I~ ' ' ISOMETRIC VfEW OF STEP H
SLOE VIEW N0. DATE REvisloN GENERAL NO DATE REVISION PUBLIC WORKS COMMISSION SANITARY S PUBLIC WORKS COMMISSION NO DATE REVISION 5/8" ANCHOR GENERAL NOTES - W N.C. • t. •Sw •Y •'i: .fie ; (TYP.)
STRUCTURE STEP Pueuc woRKS COMMISSION SEWER SERVICE LATERAL NOTES FAYETTEVILLE, N.C. i AR, D3 ADDED NOTE X19 SANITARY SEWER UTILITY FAYETTEVILLE, • ' • • ' .•e• ~ g ~c
FAYETTEVILLE, N.C. OwG. N0. DwG. 8Y Pwc WATER RESOURCES SHEET No. DWG. No. ~~C sa ~ Pwc w Q i N0. DWG N0. S,1 owc. Br WATER RESOURCES , . a TM NT H ~
HET N0. DWG. N0. S,$ DWG. BY Pwc WATER RESOURCES SiEOF z • ENGINEERING DEPARTMENT i of 1 DATE. 11/01, F 1 DATE it 01 03 APPROVED BY JEG ENGINEERING DEPAR E ~ - / / ° ~ ° WEIR ~ LL FILE NAME: SEWER NOTES.DWG ~ ELEV r'` ~ o a WEIR
S1EOF i ENGINEERING DEPARTMENT DATE 11/01/03 APPROVED BY JEG DATE 11/01/03 APPROVED BY JEG FILE NAME: RESSLAT.DWG FRAME w w p W
i FILE NAME: S1EP.OWG • ~ ~ m • ~ i Ow w
w ~ • o rn
Z
I I W INSIDE BOX 4'-0' ~
F r 12"MIN, O.D. 12 MIN R•. INSIDE EDGE OF FRAME 53-1/2"
8" MAX IB MAX m e' U 1E
UNDISTURBED EARTH OR ..r . > : Q Y/
I 0. COMPACTED o 2 FILL m WELD AT ALL PLAN
I CORNERS (TYP.)
i } FINAL `
I I
STEEL GRATE USF #6615 APPLY
1 4'-0" M
3/4" CHAMFER ALL 0 Q 4" BEDDING RATE EL
(MIN.) EXPOSED EDGES (TYP.) L 1-
GRATE) rn CN " 4
REINFORC SMALLER THAN 60" 0 3/$., REINFORCED CONCRETE PIPE (RCP) AND SPIRAL RIB PIPES Q V EYE BOLT W
GENERAL NOTE ANCHOR STUD 0' GENERAL NO D ORIFICE DIAMETER
t. BEDDING SH Q 1. BEDDING SHALL BE CLASS I-A WORKED BY HAND. IF fi. FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS
GROUNDWATER CLASS I-B CC GROUNDWATER IS ANTICIPATED, THEN BEDDING SHALL BE IV-A COMPACTED TO 95% STANDARD PROCTOR. STEEL FRAME DETAIL Q 6 N *9 CLASS I-B COMPACTED TO 95% STANDARD PROCTOR. 21 CL. OUTFALL PIPE '
2. HAUNCHING 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE (ALL FOURSIOESWELOEDTOGETHER) APPLY ASPHALT PAINT U 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE WITH ASTM D 2321-LATEST EDITION.
BY HAND TO I I-A OR CLASS ASS #4 BARS ® RISER BOTTOM BY HAND TO ELIMINATE VOIDS AND SHALL BE CL I-A OR CLASS 1-8 OR CLASS II COMPACTED TO 95% 8. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" 12 CTRS. (INVERT OUTFALL PIPE)
PROCTOR. PROCTOR. LOOSE LIFTS IN ACCORDANCE WITH ASTM D 698. CLASS III AND IV-A MATERIALS SHALL BE COMPACTED NEAR OPTIMUM y'
3. INITIAL SAC HAND, OR CLP HALL BE CLASS I-A WORKED BY MOISTURE CONTENT. io 3. INITIAL BACKfILL S HAND, OR CLASS 1-8 OR CLASS iI COMPACTED TO 95% 2 CL. : POURED !START TO
STANDARD PR PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF PREVENT STANDING WATER STANDARD DEBRIS, ORGANICS AND ROCKS LARGER THAN 3".
4. INITIAL SAC CLASS III COM 4. INITIAL BACKFILL NOT UNDER PAVED AREAS CAN BE y', •.~:'.'ti ti'. CLASS AI COMPACTED TO 95% STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, • 2 •
5. FINAL BA0 SHEETED, BRACED, OR OTHERWISE SUPPORTED IN • " CONTROL STRUCTURE ELEVATION 5. FINAL BACKFILL SHALL BE CLASS I, II, OR III COMPLIANCE WITH OSHA REGULATIONS AND LOCAL
COMPACTED A r COMPACTED AS NOTED IN NOTES p3 AND #4. ORDINANCES. (SEE SPECIFICATIONS) GNED BY: ECR s'-D" [EJS'
1 STORM SEWER TRENCH AND BEDDING SECTION WN BY: cm
SS-N SS-S N.T.S. MODIFIED STANDARD WAL-MART DETAIL NOTES:
10.5" 6.5" CKED BY: WI"IW 1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4000 P.S.I. @ 28 DAYS.
2 ORIFICE DIAMETER ALL STEEL TO HAVE A MINIMUM 2" CLEARANCE UNLESS OTHERWISE NOTED. ORIFICE ELEV 229.00 229.00
3. STEEL REINFORCEMENT SHALL MEET ASTM SPECIFICATIONS (A-615), WEIR SIZE 36'Vxl2"H 36"WX9"H DATE: 10-1&-04 DEFORMED BARS. GRATE ELEV 235.25 235.25
4, ALL INLETS TO HAVE FIELD POURED INVERTS TO ELIMINATE STANDING WATER. WEIR ELEV 234.25 234.50 ECT: 0151476M
UTFALL PIPE SIZE 18" 18" O
i
I CONTROL STRUCTURE DETAIL
N.T.S NON WAL-MART STANDARD DETAIL C~17--j
i