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ByKel(yRo6crPsan (H.crobertson(a~char(otfenc.gov) of 3:44 pm, Jun 07, 20 i0
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~ ~ ~ ~ ~ ' - ~ By denniferCarralf /jacarrol!@charfoifenc.yov) at 11:28 arn, Aug 10, 2P10
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STEELE CREEK ROAD: ~
DESIGN SPEED: 55 POSTED LIMIT: 50

E Y U DfG CALL 4~ H®URS BEF R
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ENGINEERS/PLANNERS/SURVEYORS
FY'°NORTH CAROLINA ONE CALL°` 1-800-632-4949 CONTRACTOR SHALL NOTI ( ) ~ ~
AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION • 6701 CARMEL ROAD, SUITE 205
HAVE EXISTING UTILITIES LOCATED. TO
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE,THEIR CHARLOTTE, NORTH CAROLINA 28226
OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. ('704) 527-0800 WW.JOHNRMCADAMS.COM
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~ ~QA C_IN<E ~EA~IRG LENGTH QO ~ TRAVC~' ~ ADJU51~0 BY TFtE-LEAST SQllF 1-1 ~ -~'r ~i~~~
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1 CF'S F~~i~ 7< ~ ~ ~ 30.2.. , . 1 L8 S 70 29''11" E rt.~~ G ~(a BY CHARLES UC ~I) OF RALN'H iIL_I._~ ~ A~S~SQCIATES. < ~ ~:T ~1 ~ ~ P.~ r , ~
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F"~ fONJ ` TRACT 0 ,~~ii,~r"_ ~ u~ CMA~L~fi`~~ 0.571 AGES DRp1CATEp ~ .r ( o ' r . T.. ~ , O.D78 ACRES REMAIN1=h~G
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1=~t ~ 2~ ~ ~ ~ TQ D ~ y a C TO D ~~F ~ CITY OF CHARLOTTE ,w~
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STEELE CR"EEI~ F'~,~ ~ ~3YTERIAN GM't~CM r ~-4t ~ i ~ t ~ - - ~ l ;(JK U1-~~E~ T~O~ ~iAK~:~ _ ~ N~ . ~ ~f ` TFELE CREEK TO,~IC~I,SHIP, MECK~.EtiBuRG ~'L , ~C~ORTh CAROLIN'~,
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LENGTH PARCEL 2
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Ro, Est _rJGP,E~RS URV L JRS PLANVEfS
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SITE DATA ~~1 V' a
DAVIDLAND LLC OWNER B707_C FAIRVIEW ROAD 1 o
,p vD CHARLOTTE, NC 28210 "t0~
a E5~ 0~ i N1 PIN EAGE
SITE DATA 14104107 TOTAL ACR 1 ~ 14104104 31.99} Ac. ~ ~ (~e ~ ~ ~ CO Q
14104102
n~ e ; / -2 CD I-2 ' m / / t~2 Z a'
U~ RO ZONING: I 0~(R RESIDENTIAL ~ / n ~
CURRENT USE: 05ED USE: OFFICE WAREHOUSE / PROP ATIO: 1.00 ~ ~ _ ~ U1 H O ~
SITE MAXIMUM FLOOR AREA R „ 0.27 ~ / C 'SIDE 20' LANDSCAPE 0' LANDSCAPE CITY OF CHARLOTTE ~ ~ ~ \ ~ ~ O
PROPOSED FLOOR AREA RATIO: , 5 BUFFER PER / INGS: 374,220 SF a~ ~ ~ , / SETBACK ~UFFER PER FUTURE WEST BOULEVARD , ® ~ ~ ~ ~
PROPOSED BUILD REZONING FRONT SETBACK ~ v -~--rya / CMU WATER 2001-042 EZONING 250' PUBLIC RIGHT OF WAY CITY OF cHARLOrTE N :001-042 D,B. 5589, PG 108 ~ ~ ~ ~ H
~ _r 0 OR 5' ~ I i - ~ - - ,~i' EASEMENT SIDE YARD: 10, T /W LINE ~ ~ , PIN 14104104 STONE ACCESS DRIVE ~
REAR YARD: 0, I I I - ~ ° CAPABLE OF ' W ~ ~ ~ _ SUPPORTING 80,000 LB ~ a" a Z
XIMUM BUILDING HEIGHT: 4 _ - ~--zz~ ~ T~--' - ORT-TERM BICYCLE SPACES: 2 I MIN, SH ~ LOAD CITY OF CHARLOTTE ~ ~ \ W O
LE SPACES: 3 ; ~ ~ ° - ORT-TERM BICYC PROP. SH 9 I ' s 81'¢7~4q" E D.B. 3576, PG 62 ~ W ~ ~ ~ 15~ PIN 14104103 C~
MIN. LONG-TERM BICYCLE SPACES, ~ ~ ' - i
_ ES AC SP E CL CY BI o PROP. LONG TE ~ ~ . STD. 1.5 C&G PER PER J - ~"'-_--~I,P~~`'" ~ I H ~
PROPOSED IMPERVIOUS AREA: TOTAL 536184 SF 12.31 AC. _ + r % ..:':~.:::::-:;,;a:.. CLDSM#10.17A ROADS PARKING ~ 0 SF 8.59 AC. s ~ ~ STONE ACCESS DRIVE LOT LINE' ~ _ ">f~-~ ~ ~ ~ _ 1 W ~ ~ L,,
~ BUILDINGS 374,22 - ~ J LE OF TYP.
~ 910,404 SF 20.9 AC. CAPAB - ~ I ~ TOTAL; ~ ~ SUPPORTING 80,000 LB ~ f' IL ~ ~ ~ ~~~~~~UIIi I)~~~
w PARKING RE UIREMENT RECONCILIATION I ~ g LOAD Q _ CARP+~~ ,
:n OFFICE SPACE 18,900 SF J ~ ~ ~ SPACE 400 SF OFFICE} - i REQUIRED 48 {1 / ~
PARKING SPACES 6 J ~ ~ WAREHOUSE SPACE 355,320 SF ~ ~
ACES REQUIRED 89 (.25 SPACE/1,000 SF WH) --r1 PARKING SP .Q
REQUIRED 137 - JI l TOTAL SPACES 375 7 VICINITY MAP TOTAL SPACES PROVIDED / 4 ( ~ I 747
CALF HANDICAPPED SPACES REQUIRED 8 (PER ADA) - J ~ ~ NOT TO S PACES PROVIDED 8 SILVE~ 7VDING 9 p
HANDICAPPED S CK SPACES PROVIDED 141 - R-HA E-._1 - ~ /i TOTAL TRU ~ f , _ BOLLARDS (TYP.} ~ . ON GJ~~`~~
~ / ~ 1 - J (l ~ 1 25"t .E t
~ 20' FRONT D I ~I G B
s: U BOIL POSTED BUILDING PERMIT ADORES - ~ f 4.~ SETBACK f ~ ~ N
6821 STEELE CREEK ROAD r d ,4°H~o~~ ~ U FFE 714 - : / ¢Q D ~ a a B U I ~D I N G C ~ T S/W i 10' REAR SETBACK i
~ ~~Aa„~~ ~ ~ 124 740 SF 41'
~ ~ Y / ~ p W FFE 700,5 BUILDING D W
U t/~ ~ (124,740 SF) ~ ~ FFE 698.5
ZONING PETITION 2001-142 NOTES RE t `D v, DEVELOPMENT STANDARDS ~ J °j~^ ~ U U W W I G` a a (124,740 SF)
ERAL PROVSIONS SHEET OR THESE DEVELOPMENT r ~ o~o~ GEN UNLESS MORE STRINGENT STANDARDS ARE ESTABLISHED BY THE TECHNICAL DATA ry N ~ NDER THE CITY OF CHARLOTTE ZONING ORDINANCE FOR THE n z v vai a a w + w `f ~ U I ~ Z
STANDARDS, ALL DEVELOPMENT STANDARDS ESTABLISHED U ~ FOLLOWED, t - ~ 60' D w ~r M ~ a ~ m 0 to cn Z
I-2 ZONING DISTRICT CLASSIFICATION SHALL BE ~ i 40' LANDSCAPE 65' ~t ~ ~ BUFFER PER , V SIGN ~ J ! 7 S W 65' ~ I ~ w
PERMITTED USES RMITTED AS PROVIDED BY THE CITY OF CHARLOTTE SUBDI I REZONING / 1. INTERNAL SUBDIVISION OF PARCELS SHALL 8E PE ~ ~ , 2001-042 I BOLLARDS (TYP.} ~ v
ORDINANCE. 8E DEVOTED TO ANY USE WHICH IS PERMITTED UNDER THE ORDINANCE IN AN I-2 ~ Ji ~ 60' 65' ~ ~ o ~ ~ , ~ O
2. THE DEVELOPMENT MAY SHALL FACE STEELE CREEK ROAD. NO OUTSIDE STORAGE AS A PERMITTED U5E J r4 I DISTRICT EXCEPT NO LOADING DOCK ~ STEELE CREEK ROAD AND ND ACCESSORY STORAGE SHALL FACE STEELE CREEK ROAD. A , N OJ ~ n' H O
SHALL BE ALLOWED ALONG r/ ~ ~ ~F (2) ACCESSIBLE ENED FROM STEELE CREEK ROAD. THE USE WIL BE LIMITED TO ONE GAS STA ~ LL BE ALLOWED, STORAGE wILL BE SCRE ' / ~ RAMPS PER RADIUS •-__v ~ W O
CE STORE. NO FREE STANDING FAST FOOD RESTAURANT WITH DRIVE-IN WINDOWS TION WILL BE NC. RAMP BRAND-CONVENIEN C TIONER RESERVES THE RIGHT TO CONSTRUCT A REGIONAL DETENTION POND. NO DETEN I PER NCDOT 848.05 3. THE PETI 0 ERHEAD D 210' ~ a
W D IN THE LANDSCAPE SETBACKS. `,a~ ALLO E r 3 / BEGIN LIGHT DUTY E TRANC ~ , ~ 0 DEVELOPER HAS TEMPORARY
SS POINTS DRIVEWAYS L BE LIMITED BY THE e ' PAVEMENT SECTION H NDRAIL P AGCE / _ 1 ~ ~ B OFF-SITE GRADING EASEMENT WITH ~ ~ ~ i, CITY OF CHARLOTTE ON THIS PARCEL
S5 POINTS TO STEELE CREEK ROAD AND BYRUM DRIVE SHAL ` a ~ ircun+ 7HE NUMBER OF INGRESS/EGRE AN TWO DRIVEWAY AND ONE PUBLIC T @ C DSM 50.0 1 r ~ o 1
LOCATIONAL REQUIREMENTS AS RELATED BY THE CITY OF CHARLOTTE. NO MORE ~ 4 0~, ReY STREET CONNECTION WILL BE ALLOWED TO STEELE CREEK ROAD. 4~
EES TO DEDICATE FOR ROADWAY PURPOSES THE NECESSARY ADDITIONAL RIGHT OF ON PRIOR ~ 2. THE PETITIONER AGR EK ROAD AND BYRUM DRIVE TO ACCOMMODATE THE MAJOR THOROUGHFARES CLASSUCTAA PRIVATE ~ N~ \ \ ALONG STEELE CRE RMIT. HOWEVER THE PETITIONER RESERVES THE RIGHT TO CONSTR ~ ~ A 1 ~ ~ ~v ~
TO THE ISSUANCE OF A BUILDING PE TS DEVELOPEMNT THAT IS DESIGNED IN ACCORDANCE WITH eau \ 20' PCCE f p~
VEWAY THROUGH SUCH RIGHT OF WAY TO ACCOMMODATE I DING ANY DECISION ON THE PART / ~ ~ i • \ 30' DRI THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS FOR DRIVEWAYS, P ~ &'o~x 35'x35' CDOT~' 36'
STRUCT A PUBLIC STREET WITHIN THIS ALIGNMENT. K ~ F y J ~ OF THE CITY TO CON DICATE THAT PORTION OF THE SITE NEEDED TO INCREASE THE R/W ALONG STEELE CREE ( / , „ 10'x70' NCDOT TITIONER WILL DE ` ~ 3. THE PE -,b "-,IGkIL~TRIANGLE ~ 30' 30' V
ROAD AND BYRUM DRIVE TO 5D FEET FROM THE CENTERLINE. K ROAD AND BYRUM DRIVE LEADING INTO THE SITE'S iN~ ne.a' P;i~ROav' " ° ° 1 \ I~ ~ Q~U
TITIONER WILL INSTALL A LEFT TURN LANE ON STEELE CREE _ 4. PE N sy ACCESS POINTS. ERTY SUBJECT TO FUTURE J ~ 6Q•SG3~,~, ~ MAIN ACCESS WLL BE MADE TO THE ADJOINING PROP i ~ 1 ~ ~'~x
5. POTENTIAL FUTURE PUBLIC STREET G CATEGORY, WITH ACCESS TO BE PROVIDED ~ 7? W C1"' =,.r;-_ _ _ - ' RESIDENTIAL ZONIN - - - _ N 87'12'29" W 280.33' - 1" 30' n 1 m... ~ I ~ ~ F,
REZONING OF THE ADJOINING PROPERTY TO A NON ~ THROUGH THE SUBDIVISION PROCESS. - - ~ Q O
ETBACKS 12.302 = ` BUFFERS/LANDSCAPE S / - ~ U Z
ESTABLISHED ON TECHNICAL DATA SHEET SHALL CONFORM TO THE STANDARDS OF SECTIO NEW NORTHBOUND ` R AREA - ~ 1. BUFFE BJECT HOWEVER TO THE PROVISION OF SECTION 12.304 THEREOF. BELOW CITY OF CHARLOTTE i EGIN LIGHT DUTY t \ i Q; W
OF THE ORDINANCE, SU N SPACE AND ARE SUBJECT TO THE PROVISIONS OF 3 THROUGH 5 RIGHT TURN LANE I DB 14351 PG 321 2. BUFFER AREAS SHALL REMAIN AS OPE J PIN 14104108 - = . N PAVEMENT SECTION 1 D. 1,>~' C&G PER ~ Q o ~ ~ ~1'47~ 51.07' ~ / DSM# Q.17A 1 ~ O
EPICTED ON THE TECHNICAL DATA SHEET ARE THE MAXIMUM BUFFER REQUIRED BY SECTION NEW 15' SAN. 5' SIDE THE BUFFER AREAS D -3 ARE REZONED TO 3. OF THE ORDINANCE. IF THE ADJACENT LAND OR PORTIONS THEREOF (CURRENTLY ZONLIMINATED TO MEET THE / SEWER SETBACK 12.302 f
RE INTENSE ZONING CLASSIFICATION, THE BUFFER REQUIREMENT WILL BE REDUCED WRLEAUTOMATICALLY OCCUR EASEMENT A MO ' - A ~ ' h ~ \ ~ I CITY OF CHARLOTTE ~
NEW ZONING CLASSIFICATIONS BUFFER REQUIREMENTS. THIS REDUCTION OR ELIMINATION IL ~ IRE ADMINISTRATIVE APPROVAL OF THIS PLAN. SITE. AND WILL NOT REQU LL UTILITIES WITHIN THE BUFFER AREA REQUIRED FOR THIS I - ~ ' ~ \ I D.B. 3711, PG. 464 (Y, rT, PGGE . ~ ~ PIN 14104102 Z U
PETITIONER RESERVES THE RIGHT TO IN5TA ~ CITY OF CHARLOTTE 4. UN PARALLEL WITHIN BUFFERS. / / AY ONLY CROSS BUFFERS AND MAY NOT R TIES MAY BE LOCATED D.B. 13481, PG 203 (WIDTH V UTIUITIES M S MANUEVERING AREAS OR STORM WATER DETENTION FACILI ~ ~ ~ (WIDTH VARIES} ~ TYP. ~ \ ` ~ ~ ~ ~
INGS PARKING SPACE , J PIN 14104107 5. NO BUILD I / f \ l \ \ \ ~ 30' PCCO ~
WITHIN BUFFER AREA. ONE 2" LARGE MATURING TREE EVERY (50) FEET OF ~ ~ ~ ~ 6. PLANTING IN 20 FOOT LANDSCAPE SETBACK SHALL BE ( ) ,ONE SHRUB PER (5) FOOT OF BUFFER
EE EVERY 50 FEET OF FRONTAGE / ~AVIOLAND LLC VELOPER HAS TEMPORARY ' FRONTAGE, AND ONE (2°) SMALL MATURING TR ( } D TO DEVELOP AESTETIC PATTERN. LE. ROW J r ~ ~ CD~g, 22399, PG 827 J DE MANENT ~ WATER QUALITY/ ~ ~ ( /
FRONTAGE SHALL BE INSTALLED. SHRUBS AND TREES SHALL BE CLUSTERE J ~ Q~ ~ PIN 14104122 OFF-SITE GRADING EASEMENT WITH PERMANENT INSTALLATION SHALL NOT BE PERMITTED. LISTED FOR 2O) FOOT LANDSCAPE L J CITY OF CHARLOTTE ON THIS PARCEL DETENTION HALL BE TWICE WHAT IS ( TENTION ~ DETENTION POND CITY of CHARLOTTE ~ ~ \ \ \ I 15' SEWER /
7. PLANTING IN (40) FOOT LANDSCAPE SETBACK S ~ EASEMENT WILL o- 51 SETBACK. ,SEMENT ~ SEE SHEET SW-1 D.B. 134x1, Pc 203 ~ \ SURVEYED TOP EASEMENT OOK~ S81 ~ ~ FOR DETAILS PIN 14104107 ~ ~ ~ ~ ~ \ OF BANK
DIAMETER OR GREATER WILL BE LOCATED IN THE LANDSCAPE SETBACK. THE DEVELOPER / MAP BOOK 8, ALL TREES (24°} IN ~ • 1 \ \
TREES DURING SITE DEVELOPMENT. ~ PAGE x:681 TRY TO SAVE THESE ~ ~ i ~ O e
SETBACK, SIDE YARDS AND REAR YARDS L SATISFY OR EXCEED THE SETBACK, REAR YARD> $ ~ ~ - - RUCTED WITHIN THE DEVELOPMENT SHAL J ~ Q , I f ~ - - - ~ ~ I V A BUFFER~35'
1. ALL BUILDINGS CONST ~ O YARD REQUIREMENTS ESTABLISHED UNDER 7HE ORDINANCE FOR THE I-2 ZONING DISTRIAREA ALONG STEELE ~ ~ AND SIDE J / __r_- ~ ~ ~ ~ ~ VA\ ~WIM BUFFER ~ \ \ \ 15' UPLAND
0 STORM WATER DETENTION FACILITIES MAY BE LOCATED WITHIN ANY OF THE LANDSCAPE ~ ~ ~ A 2. N IVE. J ~ ~ ~ OR BYRUM DR PEN SPACE WITH J / CREEK ROAD DATA SHEET IS TO REMAIN AS 0 Q ~ ~ _ ~ - _ _ I` ~ ~ ~ ~ ~ ~ \ \ ~ \ \ ~ ZONE
3. THE LANDSCAPE SETBACK AS DEPICTED ON THE TECHNICAL ~ ~ ~ ~ ~ - ~ ~ ~ \ - \ 20'
LANDSCAPE IMPROVEMENTS LISTED ABOVE. EL CREEK ROAD 1S ~ PCCO BUFFER E SETBACK ALONG STEELE CREEK ROAD WILL BE REDUCED TO 20'IF STE ~ 30 \ 4. THE LANDSCAP ~ TOP OF BANK NOT . ~ \ \ ` ` ~ \ / STREAMSIDE SURVEYED TOP ~ \ ZONE
RELOCATED TO THE WEST OF THE SITE. ( \ ~ ~ SURVEYED IN THIS ~ ~ ~ \ ~ _ I, OF BANK ~ ~ 1 V ~ ~ 1 V /
PARKING UM STANDARDS ESTABLISHED UNDER THE ORDINANCE. I AREA) f T ITY OF CHARt.OTTE ~ ~ ~D;B. 3711, PG~464 ~ ~ ; \ 1 30' PCCd CITY OF CHARLOTTE' \ \ \ \ \ \ ~ Q
1. OFF STREET PARKING WILL MEET THE MINIM ( PROPERTY SERVED TO PROVIDE OFF STREET PARKING ON ONE OF THE PARCELS FOR ANOTHER PARCEL IN 2. THE OPTION IS RE I PItJ~14104123 ~ ~ >t( BUFFER ~ QB. 3711, PG 464 \ ~ \ \ IIII \ ~ PIN 14104102 \ ~ A A \
T SO LONG AS THE REQUIREMENTS OF THE ORDINANCES ARE SATISFIED. LINE (TYP. THE DEVELOPMEN ,
I , ~ ~ ~ ~ I I~ ~ v v `~vvvv
C \
I
I ~ / AC~~SSIB l~ ITS P
CITY OF CHARLOTTE NOTES: COORDINATE AU. CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. ~ __L___ I~C~
GENERAL NOTES: IONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE ALL ROAD IMPROVEMENTS ON STEELE CREEK ROAD ARE TO BE COORDINATED o
1. ALL DIMENS B UNLESS NOTED OTHERWISE. WITH THE CITY OF GHARLOTIE ENGINEERING DEPARTMENT PRIOR T OF CUR ~ ~ gyp, POWER P~ \
CONSTRUCTION. 2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS SM 50.05 9" SIGNS ONLY) TRAFFIC D Rf~C~FI~NAL ARROW
PPROVED BY THE LOCAL GOVERNING AUTHORITY/AUTHORITIES. DEVELOPER WILL PROVIDE STREET SIGNS PER CLD ~ A
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. ACCESSIBLE PARKING STALL
APPLICABLE STATE, COUNTY AND LOCAL CODES. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR
4. PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTION, THESE PER SECTION 18-175{e) OF CITY CODE AND ~ ACCESSIBLE RAMPS
SPECIFICATIONS AND IN ACCORDANCE WITH RECOMMENDATIONS BY THE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD GEOTECHNICAL ENGINEER. CONDITIONS. SECTION 10.0 OF THE CITY'S POST CONSTRUCTION
5. CONTRACTOR SHALL REPLACE/RESTORE EXISTING IMPROVEMENTS DAMAGED APPROVAL OF THIS PLAN IS NOT AN AUTHORIZAT{ON TO GRADE ADJACENT CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED siTE BOUNDARY uNE
CONSTRUCTION TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION DURING NATURAL AREAS AND/OR POST CONSTRUCTION RIGHT-of-wAY LINE CONTROLS EASEMENTS {PCCEs) MUST BE RECORDED
OF THE OWNER OF THE IMPROVEMENTS. MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF ~ _ _ _ ADJOINING PROPERTY LINE
UNDER PAVED AREAS AND BUILDING AND THE TO ENSURE DRAINAGE, KEEP A MINIMUM OF 0.5~ SLOPE ON THE 6. COMPACTION OF THE SOIL IN ORDER MAINTENANCE OF PROPER MOISTURE CONTENT SHALL BE IN ACCORDANCE WITH CURB. OCCUPANCY, - - EASEMENT uNE
THE GEOTECHNICAL ENGINEER OR LOCAL CODES. URFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT OF CITY nF t'HARLOTTE N0~ WNDOWS VENTS IN STRUCTURES BUILT SHOULD BE CENTERLINE
D PAY FOR ALL INSPECTIONS, SUBS ALL OPENINGS (e.g., DOORS, I ) 7. THE CONTRACTOR SHALL OBTAIN AN WAY IF DEEMED NECESSARY BY THE INSPECTOR. UIRED. LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND NOTES: SEE SHEET C-13 FOR ALL STEELE CREEK IBC-08030
CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQ CURB AND GUTTER SHOWN ON PLANS ALONG STEELE CREEK ROAD MAY p SURFACE. ' TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING ROAD IMPROVEMENT DETAILS ~ r PRaaecT No. OPEN SPACE IBC08030-S1
ONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATE ANS OF THE STORM DRAINAGE SYSTEM, INCLUDING 1. CONTACT THE UTILITY COMPANY TO RELOCATE A 8. THE C fHE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST F11,errnMS:
TORE AND DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED "AS-BUILT" DRAWINGS AN NA ES MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION FACILITIES WHICH CONFLICT WITH THE IMPROVEMENT BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM. UPON FIELD CONDITIONS. DESIGNED DITCH , COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE BE RELOCATED AT THE EXPENSE OF THE APPLICAN TO THE CITY/ JF THE APPLICANT.
9. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM CITY/COUNTY SUBDIVISION ORDINANCE. SEE SHEET C-13 FOR ALL STEELE CREEK ~sslcNea BY: SMM TOTAL OF 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE ROAD SIGHT DISTANCE PROFILES PAINT STRIPING nRawN aY: SMM RMR
OJEC7 AS SET FORTH IN THESE STRUCTION TO STORM 2. ALL DEVELOPMENT CREATING A TOTAL OF 20,OC MEANS AND METHODS ASSOCIATED WITH THE PR WATER CONVEYANCE AND ANY STRUCTURES AND/OR OB NON-STANDARD ITEMS (ie: PAVERS, IRRIGATION SYSTEMS, ETC.) IN 7HE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE I iORM DRAINAGE DETENTION.
PLANS. WATER IS PROHIBITED. RIGHT-OF-WAY REQUIRE ARIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH T iT OF WAY ARE PROTECTED BY LAW, A PERMIT IS REQUIRED SCALE. 1 "=100'
,n rnNTRncT(1R SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD _ (CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF 3. TREES WITHIN THE STREET RIGHT OF WAY ARE ruc nF~rFinaFR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH _ r-,ca no „ r~« noino Tn Tuc Q~~envAl fTF ANY RIGHT OF WAY STEELE CREEK ROAD; Tr~ , ,,,,T -x-X-x-X- FENCE n~TC. ~ ac nnn~
FROM UNANNLL TRANSPORTATION) THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMEN I UKHw ww AND IHL THE TRANSM SSA TIMBER JUNK AND OTHER
COMPLETION OF THE PROJECT WITH A COPY OF CHANNEL IN AN UNOBSTRUCTED STATE REMOVE BE GIVEN M THEITTAL OWNER SETTER UPON THE ENGI E ENGINEER. AND BANKS OF THE STREAM ALL DEBRIS, LOGS, W AND/OR CONSTRUCTION EASEMENTS TREES. ALL TREES OVER 8" IN DIAMETER AS M A_ H AMETER AS MEASURED 4.5' ABOVE GROUND AND LOCATED WITHIN DESIGN SPEED 0- 1 J- /-Uuj LAW. CONTACT LAND DEVELOPMENT AT [phone] FOR seseT No.
ED ACCORDING 70 THE GUIDELINES OF THE "OFFSITE THE SETBACK ARE PROTECTED BY LAW. CONTACT
11. IF DEPARTURES FROM BEFORE INSTALLAIIUN. FROM THE CITY ARBORIST Al ~/U4) goo-a o~ r C EVIEW. NO DEPARTURES EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED B R/W ACQUISITION PROCESS°. THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE THE NC ONE-CAL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. ALLED WITHIN THE 00 0 50 00 200 U
THEREOF SHALL BE THE SUBMITTED TO THE SPECIFICATIONS OWNER OR FOR REVIEW. ARE DEEMED ACCUMULATIONS. STORM DRAINAGE PIPE INSTALLED WITHIN ARE PRIOR TO REQUIRED PLAT TO BE OBTAINED OFFSITE R/ REQUIRED PERMITS. FROM THE NECESSARY BY THE CONTRACT CONTRACTOR DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN THE CITY', DETAILS OF SUCH EVDEPARTURES AND REASONS HIGH-DENSITY POLYETHYLENE (HOPE) S CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN. FOR UTILITY CUTS ON 4. BEFORE YOU DIG STOP. CALL 12. THE CONTRACTOR SHALL, A CITY STREET. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT =EXISTINGSTATEE GRAPHIC SCALE - 2 FUTURE R\W SHALL aE DESIGNED To suPPORr so,ooo LB LOADS PPROVED BY NCDOT 1 inch = 100 t. MWADAWS'
MATERIALS MUST BE INSPECTOR PRIOR APPROVED TO BY ANY THE CITY BACKFILL BEING INSPECTOR PRIOR PLACED. TO BACKFILL PERMISSION OF THE OWNER. OF THE MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED
RT ON RMIT. FOR -336-4025) VISIT 5. ALL ACCESS DRIVEWAYS WILL BE DESIGNED TO LINE IS SUBJECT TO CHARLOTTE DEPARTMENT OF TRANSPO ( nonce home.htm
EMPLOYEES OR HIS WORK. ALL TALL DEBRIS TIMES, SHALL BE KEEP THE REMOVED FROM PREMISES THE FREE FROM PROJECT THE RESTRICTIONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) http: //WWW charm eck. org/departments/transportaion /street+mainte ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION DINANCE SECTION 7.200,8.
SITE ON A DAILY BASIS. SUBDIVISION OR

_ ~,-._-~---y--,
~ I 1 RIP RAP APRON TABLE ~n
a ~ ~ RiP RAP APRON CI3ART ~ 1
~ ~D - ~ O F,ed ~ EXISTING Outtet Qio Do La Wa d50 RipRap dmax Thickness
0 8L ~ 7 ~ ~ ~ RIGHT OF WAY ESQ 7 ~ RETAINING WALL TO BE ~ W ~ i {cfs) (in.) (lfj (Ifl {in) Class (in) (in)*
I ~l SIGNED BY OTHERS / HW 1 127.00 60 in. 40 AS 18 2 27 40.5 p
/ - / ~ MAX V. - 'f ~ ELE 730 \ / i / MIN ELEV. = 718'f ~ j ~ / / ~ , ~ / FES 50 8.$9 24 in. 12 14 S A 7.5 11.25 ~ ~
i W ~ (PE SEALED SHO,j~DRAWINGS ~ / , ~ / / ~ SED. BASIN 1 46.65 36 in. 24 27 12 1 18 27 ° ~ ~ ~
~ RO ~ I I ~ ~ ~ ~ FOR RETAININ ALL MUST BE POND 9.00 36 in. 30 42 8 B I2 22 ~
BIRO 'I~' I SUBMITTEDr ~ClTY EDtGINEER - ~ l,~~Q 1 I'l ~ i ~ ~ 1 ~ PRIOR TO' ONST CTION. ' `Thic(mess may be reduced to LS (d50} with use of t`ilterfabric. Minimumthickness = IO". ~ ~ ~ tit _
~ I ` , K ~ , SITE i__ / ~i/ _ ~ ! Ditch Lining Calculations ~ O ~ G
_ - c~~ / - s _ - - ~fU I j " CITY OF CHARLOrIE _ ~ ~ ~ - ~,FU1~R~E ~sT ?'9t4LE~i~D ~ Ditch Calculations ~ ~ W ~ ~ ~
~ Z ~ 250 PUBLk(-RIt ~}T Oi- 4V.AY ~ 10 yr 10 yr 10 yr Min. Ditch Permanent Lining Temporary ~ ~ ~
~ ] I i!/ ~ ~ , ~ ' i -T-.~~''"°'° ~ ~ / J RIP RA~DITCkI TO_BE `!i Tp gE ~ Ditch Slope Width Flow Velocity Depth Depth Lining Required Type Lining ~-d ~ ~ ~ O
\ - CONSTR{~C~TED PER 735-'// - - t~ ~ -~f'_~ TABLE HIS SH~ET.~_ PER_ _ ~ ~ ~ ~ ~
r _ L1~11T~ _ #1- Sta: 6+00 1.00% V-Ditch 0.69 1.64 0.41 ft 1.41 ft Noe N/A NIA ~ ~ ~ ~ t~j ~ 'iS URBANCE-` 720
- ~I ~ - ~ --~-m ,ten / _ r--'" i ~ ~ ~j~""'~~ ~ DITCH 6 #1- Sta: 8+50 1.00% V-Ditch 0.27 1.29 1.29 1.29 ft NoZ NIA NIA ~ ~ ~ ~ H ~ ~ "ter.,""„--__ r ~ ~ ~ O O
a ~Y w O - 4,!-"- - - - #2 1,10% 21f 5.3 2.74 0.57 ft 1.57 ft Noe NIA Straw whet
DITCH 2 ~ i 1 ~ ~ / ~ / - y ~ M -
~ \`~'y-- ~ ~ #3 0.50% 14 8.89 1.67 0.35 1 Noe NIA Straw whet ~ I
- #5 Sta. 0+00 1.50% 5 20.4 3.19 0.59 1.6 Noe NlA Jute Net Z ~ ~ ~
w M 2 ! i / 7 ~ / 708,/ i / ~ 1z
~ ' ~ - m \ #5 Sta. 4+50 1.50% 1 3.15 2.66 0.48 1.5 Noe NIA Jute Net Z ~ ~ O
- 5 \ W cDU:.
i f1 ~ ~ ~ - t3 .6 ~ ~ ~ / ~ ~ _ - ` f1t3 #5 Sta. 8+40 4.50% 1 1.7 3.38 0.27 1.3 Noe NIA Straw whet ~~~~~iuni~ittri
1 ~ ~ / ~ - ~ t i ~ EXISTING CULVERT TO ~ ~ 6 ~ ~ /
VICINITY MAP - I / / BE REMOVED / ~ ~ ~ 9 ~ ~ r~--' / ,r ~ - - Ditch 6 4.75% 1 1.7 3.45 0.27 1.3 NoZ NlA Straw whet CAS'
NOT TO SCALE / ~ ~ ~ ! ~ ~ ! %r / ~ . ~ / / / ~ / / ~ - 129 ~b\°~ Ditch 7 7.50% 1 6.4 3.13 0.67 1.7 YES RIPRAP3 Synthetic Mat ~
~ 1 ~ m ~ I ~ COt~. A TO / - ~ ~ ~ l rR ~ / ~
< 9 ~ ~ OVERHEAD OOR / ~ 7 d , DI 23 CB 39 ~ ( ~ ~ C 0-, \ ~ ~ ~ \ , # 8 Sta. 0+00 5.00% 1 4.2 2.42 0.61 1.7 YES RiPRAP4 Straw whet 75 h
1 ~ ~ ~ ~ E~~T PENCE TH ~ ~ ~ RIM EL. 693.50 RIM EL. 712.70 ~ ~ ~ ( ~ H ND,F~AIL ER ~ ~ / ~ ~ ~ f0 ~ fQ i ~ ~ lam.
INV, EL. 684.68 OUT INV. EL. 705.50 OUT ~ t ~ CL SM -~.O A ~ ~ ~ s ~ ~ CI INV. EL. 705.50 IN i ~ INV. EL. 684.68 IN ~ ~ ~ ~ CB 5 \ ~ , ~ # 8 2+00 1.15% 1 1.9 2.11 0.4 1.5 NoZ N/A NIA '~y ~
t s ~ ~ I I ~ ~ J „^i ~ ~ ~ ~ o \ ~ ~ Z Per Table 8.05a of the NCDENR Erosion and Sediment Control Planning and Design Manual no
'I ~ ~ 0~-.-.-.. ~ n / ~ ~ ; ~ i- 0~ ° ~ DI 24 CB 40 ~J ~ ~ ~ ~ I~ , ~ ~ ~ \ \ - permanent liner is required if velocities are below 4.0 ft/sec.
NEW ROADSIDE DITCH N ~ " I ~ ~ g3, 0 RIM EL. 712.00 ~ ~ 6 RIM EL 6 5 ,f \A ~ ~ V 1 ~ ~ . ~ 3 d50=9" Rip rap
ROSS SECTION ^ t ~ ~ ~ INV. EL. 685.10 OUT INV. EL. 707.04 OUT SEE C S ~ „ , ~ 9 ~ ~j INV. EL. 707.04 IN FOR DETAILS / ~ ° ~ ~ r' INV. EL. 685.10 IN ~ ~ 4 d50=6" Rip rap
~ ~ ,
/ / ~ ~ - I - ~ ~ 41 / ~ C6~~41 0^ " I 5 DI 25 _ ~ , ~ s i "
RIM EL. 693.50 RIM EL. 712.00 _ / ~ ~ J ~ ~ ~ \ w w ~ ~ ~
INV. EL. 686,30 OUT INV. EL. 708.12 OUT r/ 4 i ~ ~ / ~~:~~~~69 / , ~ ~ ti ~ I ~ INV. EL. 708.1 N ~ I INV. EL 686.30 IN 2 I SILVER LANDING PHASE ~ ~ I ~ I 690 ~ ~ Z Z
~ / ~ ~ ~ I FUTURE GRADING AND , i ' ~ r W~ !I 9 ~ 6 ~ ~ ~
STORM DRAINAGE SH ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ! ~ ~ g DI 26 CB 42 ON PLAN - ~ ~ ~ ~ ~ \ ~ I ~ ( ~~`j: ~ ~ Z Z
~.i r ~ \ ~ ~ ~ RIM EL. 693.50 RIM EL. 712.55 ~ "I r~ ~ ~ ~ ~ ~ ~ ~ „ „ W W ~ ~ - ~\,.D~27 ~ .
p INV. EL. 687.50 OUT INV. EL. 709.00 OUT ~ ~ ~ ~ ~ oN o v ti ~ t ~ ~~I_ B ~ .t w ~ 9 6 w ~ ~ 1 ~ ~ ~
INV. EL. 687.50 IN t` ~ o T - l ~ r ~ ~ ~ ~ ~ . A \ \ U U
" ~ ~ " ~ ~ ~ I ~ ~ ~ ~ ~ 'f ~ ~ I ~ , ~ A ~ \ : ~ . i.y N N 'U
7 CB 43 EXISTING CULVERT TO /i ~ I I \ ~ ~ ~ DI2 ,74 SF .716.10 BE REMOVED ~ ~ ~ \ \ ~ 9 ~ . RIM EL 9 0 ~ ~ \ ~ RIM EL 69350 ~ tr I ~ ~ ~ ~ o ~ - ~ b l a~y w ° o
A \ s _ INV. EL. 708.60 OUT ~ ~ \ \ ~ INV. EL. 688.40 OUT ~ A ~ \ rn \ ~ d a
1 'r \ ~ a 1NV. EL. 688.40 IN INV. EL 708.60 IN ~ ~ \ ~ - / \ \ \ ~ ~ v ~ \ \ \ \
~ r r \ DI 28 ~ ~ f ~ ~ ~ \ ~ 9 ~ 6 r N:.'.'.'.: \ ~
DI 44 i ~ ~ RIM EL. 693,50 ~ ~ A ~'ti ~ \ INV. EL. 689.00 OUT / \ \ RIM EL. 714.50 ~ \ ~ \ \ \ \ \ ~ I t9~' ........ti.
INV, EL. 689.67 IN ~ ~ ~ A ~ ~ INV. EL 709.00 OUT ~ ~ / ~ ~ C 3 \ ~ ~ N \ \ \~C, 3 ~ ~ 1 ~
~ / / \ \ ~ \ a ~ g \
~ M ~ / ~ ~ a DITCH 8 \ ~ ~ ° ( q
~ \ \ CB 45 DI 29 r ~ti°j 1~ I ~ STA. 2+00 ~ ~ ~ ~~0 ~ ~ \ ~ \ ~
RIM EL 693.50 RIM EL. 713.50 / ' ~ ~ EN ~ ~ \ ~ DRIP RAP - ~ ~ \ \ ~ \ INV. EL. 690.00 OUT INV. EL. 710.00 OUT I ~ ~ a ~ DITCH 6 ~ ~ \
Q C ~ \ \ v \ / \ \ FES 50 - ~ \ ~
INV. EL 718,65 - ~ - ~ \ ~ ~ \O N ~ ~ r+~ / \ s ~
\ \ CB 30 ~ ~ . CB 51 ~ ~ i ~ ~ ~ ~ s ~ ~ \
RIM EL. 701.85 Rim EI. 724.70 ~ r j 5 \ \ i \ INV. EL 689.76 OUT INV. EL. 718.51 IN ~ / RIP RAP DITCH TO BE a~
~ CONSiR11CT.ED PER \ \ 1NV. EL 689.76 IN CB 31 INV, EL. 718.51 OUT ~ ~ \ r =72s TABLE TWS SHEET.` ~
INV. EL. 696.00 IN CB 37 ~ ~ I ~ ~ ~ \ ~ / v' ' JB 52 ~ , ~ i 9 ~ / \ \ I \ \
\ ~ c 2 CB 31 Rim EI. 725.32 ~ ` - ~ 1 \ 2 ~ ° _ TOTAL DISTURBED Q ° ~ ~D 5
lNV. EL. 718.89 OUT o DR7VEilJA~DW_LTYPE UI \ ~ RIM EL. 705.40 ~ ~ o \ INV. EL. 718.89 IN DI 17 ii ~ ~ ° ° ° INV, EL 692.70 OUT ) ~ ~ - ~ DRIVEWAY WITH 2.5' ~ \ oo\ ~ ~o ' ~ ~ AREA = 37.6± AC. c° °
INV. EL. 692.70 IN IN . EL. 719.39 IN CB 19) CONCRETE GUTTER 8c r - \ ~ \
DI 53 - @ f ~ -`CURB TAPER`PER--ELDSM 6 g / ~ ~ ~ ~ ~ Rim EI. 723.71 ~ 10.28 CONC. GUTTER ~ ~ ~ ~ \ rn ~ ~ ' ~ MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP W U
Cg 32 INV. EL. 719.30 IN ~ ~ ~ REQUIRED r' ~ \ ~ ~ _ ~ ~ i BEGIN~RIP ~ ~ ~ \ ~ ~ OF ALL CHANNEL BANKS TO DENUDED LIMITS. ~ ~ ® ~
INV. EL. 719.30 OUT ~ / "`J RIM EL. 705.90 1 R P DI ' \ \ 20 LF 15 ~ \ ~ ~ \ ALL TREES & BRUSH REMOVED DURING O
INV. EL 695.63 OUT pl 54 / i ~ ~ ~r ~ \ Q INV. EL 695.63 IN Rim Ei. 723.37 ' r \RCP ~.00% - ~ \ ~ ~ , \ ~ ~ CLEARING & GRUBBING OF SITE SHALL BE
INV. EL. 719.80 OUT ~ . \ \ X839 _ ~ ~ \ \ ~ ~ CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL.
\ \ CB 55 CB 33 i f J. R m EI. 724.69 ~ ~ 51 LF 18 RZ;R ©0.98 0 ~ u.. ~ oa \ NO OFF SITE BORROW AREAS SHALL BE
i, ~ RIM EL. 705.90 INV. EL. 720,19 IN F iB n ~ ~ \ rn ~ ~`0 \ UTILIZED DURING GRADING OF THE SITE. ALL ~ FILL SHALL BE OBTAINED WITHIN LIMITS OF
INV. EL. 696.83 OUT INV. EL. 720.19 OUT ~ 1 RCP C. 5 ~ / ~ ` ~ . ~ \ ~ INV. EL. 696.83 IN ~ ~ ~ / ~ \ \ ~ ~ ry DISTURBANCE SHOWN ON PLANS.
DI 56 ~ N ~ ~ r r ~ B43 Rim EI. 724.05 ns i Z I \ ~ D 4 41 LF 30 RCP ~ 31 ~ 1.02%
INV, EL 721.05 T / / / / RC ~ I 31
g h / - a , RIM EL. 705.90 ~ _ ~ ~ ? , ~ \ ~ SEE SHEET C--10 FOR ALL STORM
INV, EL 698.03 OUT ' ~ - ~ / ( ~ NV. EL. 698,03 IN JUN T 6- ~ ~ 1D ' ~ 710 ~ , I C ION BOX PER ~ , ~ ~ lF a ~ D Z \ DRAINAGE NOTES AND STORM 132 LF 30 RCP ® DRAINAGE PIPE CHART.
NCDOT 840.31 (TYP.) - 7z ~ ~ 'CB "~c ~ ~ ~ o \ 1.00%
/ l,(~ ~ I ~ ' _ ~ 4i ~ -ES 50 ~ ,RbP f3AP APRON PER 45 1 ~ ®7. ~ 82 LF 15" RCP , ~ ~ ~LDSM 2~0. 3 . ~ ~ ~5 LF \
RIM EL. 705.90 ®0.50% / t ~ L`_12 ;F`~~_;r;'-- _ % ~ ~ 15" R .14% ~ / ~ ~ iS E SHEET D-5 FOR ALL STORM ~
INV, EL. 699.23 OUT ~ p SEE CHART` F0~2_DETA7CS---C.~ i co ~ \ _ -710- 7 DRAINAGE DETAILS
INV, EL. 699.23 IN ~ ~ ~ ' - I ~ ~ 3 ~F 4 LIMITS OF ~ ~ w - a"~ - ~ ~ _ R ~ ~ 30 goo ~ 0 a
DI 36 DISTURBANCE " \ L - `T" 189; - RIM EL. 704.50 TYP. ~ ~ ~ ~ °-'l_"" _ ~ C'~
( ) 6 ~ DITCH 3 ~ ~ - --a-- ; ~ - _ -..c INV. EL. 700.00 OUT DI 53 FLARED END SECTION ~ / ~ - _ ~
R/W LIN ~ " TH TEMP, LINER i ~ _ ~ PER N~CDOT 310.02 ~ - ~ ` CB 37 0. % T(~ DAYLIGH \ \ ~ ` ~ ~o Rc ~
CB 5 ~ RIM EL. 706.60 101 LF 15 RCP (TYP.) \ SEE TABLE BELOW ~ \ - - dp
V 7 0 0.50% l / IN . EL. 01 6 OUT ADDED TO STEEL CR EK \ \ _ / PROPER ~ ~ ~ \ - r J v .7 ~ / ~ fN . EL 01.60 IN ~ 5D PER PHASE 2 P ANS LIN TY . tv ` " - ` /
DROP INLET PER 9 ( ) ~ \ ~ - - CB 38 ~ ~ to _ GRADING LEGEND Z
NCDOT 840.14 TYP. ~ / % ~ _ RIM EL 713.40 I EXIST. 15" SD TO BE Rf2PLACED ITH 24° ~ ~ ~ - RCP - ~ A
>y I / / _ ~ INV. L. 705.00 0 / ~ \ E UT f ~ I I 67 LF 24 RCP 1 ~ ~ ~ ' ~ / r--- \ 15 PERM~1Nf-N-~ R f NT INV. EL. 705.00 IN C8 39 CMU WATER LINE / 9 ®0.51% ~ ( ~ - ~
V, ~ ~ 1 ~ ~ ~S€WE~EASEMENT,--- IN EL. 707.00 IN CB 43 EASEMENT ( r'/ - _ , ''1Q to-~_ ~ _ FLARED END SECTION STORM DRAINAGE
IN EL. 709,60 IN CB 45 / ~ \ DI 54 r ~ / ~ _ T STORM SERVICE LINE
i ~ ~ ~ ~ r~ ~ \ 705 - CATCH BASIN ~ - -RD-RD-RD- ROOF DRAIN, 8" ADS
- J'' ~ DROP INLET NON-PERFORATED TUBING OR U A
- _ EQUAL 1.0% MIN, SLOPE 3' MIN, CiMITS flF-
/ ~ ~ ~ ~ ~ ~ ~ _ OP ~A5 ~EMPflRAR~ 7 - 700 '-~bISTORBAT~GE ~ ~ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN
~ / ~ ~ ~ ~ J ~ OF'f- E RADING EME-N~ WIT~1 i - ~ / / ~ r-' " ~ / ~ C1TY ~O~CHA LO~~bN J PA1tC~ ,i -v- 1--(n~ TRAFFIC AREAS ,~.~n~-~
I n ~ - / / / ~ ~ ~ ~ . I CITY OF~NAR O'fTE F~9~ ~ -ti- - ~ ~ e STORM SERVICE ROOF-DRAIN r '1 F,g~ -TP-TP-1P- TREE PROTECTION 1=:,,
i ~ I ~ ~ / ~ ~ / DB 14351 „ G 321 / ~ ~ i ~
NEW OADSIDE DITCH I ~ ~l ~ ~ ~ P 1 ~ ~ ~ ~ - / / ~ ~ IN 4 0410 ~ ~ SEE C SS SECTIONS ~ , ~ v~ ,q ~ ! ! ~ STORM MANHOLE LD LD LIMITS OF DISTURBANCE i~.
'Y ADJACENT PROP Y I / r'~ / / ~ / / 6 FOR DETAILS I ~ ~ ~ - - ~ ~ ® LINE, P. ~ / 3O~PC - - - - WOODED AREA 'i \0 ~ DRAINAGE FLOW ARROW
~ ~ g 1 ~ ~ / ~ - i f ~ ~ '1 ~ ~ ~ / TQP'OF A K OT - - ` ~ ~ 250
/SURVEY D I THIS ~ ~ I ~ ~ LINE BREAK SYMBOL 10' CONTOUR y \ ~ ~ ~ 252
I ~ ~ ~ ~ AREA ~ / ~ ,I ) - ~ r / ~ / / _ _ - - - .i 2' CONTOUR
l / / - ~ 250;50 __254_ ~ ~ 250.00 TOP & BOTTOM CURB ELEVATIONS EXISTING 10' CONTOUR
~ ~ , / / ~ LI TYP. \ 252 PROJECT N0. ~ e cgs EXISTING 2' CONTOUR IBC-08030
f r-- - ~ ~ TW=223.00-TOP OF WALL ELEVATION _ _ - _ IBC08030-G1 EASEMENT LINE FtLENnME` BW=213.00-BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND, DEStcNEC ar: SMM 1 ;:::iiiiiiiiiiiiiiiiiiiiii
II Q ~ ELEVATION NOT WALL FOUNDATION) HANDICAP AREA DRA{YN Bv, SMM RMR
(2% MAX. SLOPE)
A%J + 250.60 SPOT ELEVATION SCALE: 1 ,60
DATE: 6-15-2009
\ \ - GRAPHIC SCALE SHEET NO.
60 0 30 60 120 C-7
.r. A a 1 inch = 60 ft.IMeADAMS

RIP RAP APRON TABLE
~ \ , ` ~ \ \ ~ \ , RIP RAP APRON CHART
~ ~ ~ I j ' ~ A ~ \ ~ Outlet Qio llo La bVa d50 RipRap d max Thickness
- = DITCH 5 ~ ~ i r / , ~ / ~ / ~ , I CMU WATER LINE , - ~ STA. 8+40 ~ i ~ (11 j > } , / ~ \ y _ (cfs)~ (iu.) ~f} (l~ (1e) Class (in} (in)* _„r{
0 1 ~~~D ' _ o i i I ( \ V / EASEMENT / f - ~ES 1'' ~ ~ ~ ~ ~ ~ i DITCH ~ - - ~ PROPERTY LINE ~
ae=_. ' ' ~ _ / i /,1 ~ V A \ STA. 4'+50 I ~ ) ~ / \ ~ \ ~ ~ ~ ~ ~ ~ H1U 1 I27.OQ 60 ai. 40 45 18 2 27 40.5 EXIST. RIP RAP ' - FBS SO 3.$9 24 in. 12 l4 5 A 7.5 11.25 ~
~ . ~--L 1 ~ ~ / / ( \ LIMITS OF ~ -'C}iAl J ~ \ ~ -'C}~FANNEL ~ \ ~ ~ ~ SED. BASIN I X16.65 36 ui. 24 27 12 1 18 27 ~ d
71S T~. =-f. \ I ~ DISTURBANCE - ~ V _ POND 9.00 36 in. 30 42 8 B 12 22 ~
RD - ~ - ~ ~ ) YR~~' 077`x.._ m~=-{- _..c } \ ~ ~ ~ '`Thicidiess may be reduced to L5 (d50) with use of filterfabric. Minimum thielmess =10". ~ ~ ~
-~,r--_ ~ A2 a' / / Ditch Lining Calculations ~ O ~ ~
SITE r , / , 1 ~ -r--..,.'~-`"-'---~- STA. 0 DITCH _ - ~ / , / ~ ~ h--~ ~ o ~
STA. 0+00 ~ i Ditch Calculations ~ ~ ~ ~
\ ~ / / / f ' / ' ~ / --...`fit S9~ pi - ~ ~ / 10 yr 10 yr 10 yr Min, Ditch Permanent Lining Temporary ~ ~ W a Z
_ 695 _ - ~ _ _ _ Ditch Slope Width Flow Velocity Depth Depth Lining Required Type Lining I~ ~ N p x
~ #1- Sta: 6+00 1.00% V-Ditch 0.69 1.64 0.41 ft 1.41 ft Noe NIA NIA O ~ ~ CD ~
VA \ \ i J~/l/Il / / ~~20~ ~ r / ' ~,w' - . to ~
\ \ \ ~ ~ / ~ ~7/ #1-Sta: 8+50 1.00% V-Ditch 0.27 1.29 1.29 1.29 ft Noe N!A NIA ~ ~ H ~
\ ~ C° A i 1 / ~ l l l l / / CB20 ' 81,E / ~ i ~ / \ ~ ~ / / / / ~ / / I A ~ X691 o
v691 ~ 6g~ _ #2 1.10% 2 If 5.3 2.74 0.57 ft 1.57 ft Noy N/A Straw whet M-~-I ~ ~ ~
~ ~ ~ w / / 13.67 ~ ~ ~ \ r ~ \ \ r ` l / ~ ~ w \ ~ ~ ~ _ / / / ~ ~ ~ ~ \ 9 / M~-~4 ~ ~ ~ ~ / / #3 0.50% 14 8.89 1.67 0.35 1 Noy NIA Straw whet ~q ~ ~ ~ ~ i~
~ ~ ~ / 9 / , ~ #5 Sta. 0+00 1.50% 5 20.4 3.19 0.59 1.6 Noy NfA Jute Net ~ U d
~ \ \ ~ \ ` ~ ~ T,, f / / i / / , CONC. RAMP TO._ - ~ ~ ~ ~ ~ / ~ ~ ,-r ~
~ ~ \ ~ \ ,_J L. o~ i / / / / / / \ 6g r1 ~ - = ~~NTRA_Ne 1~ITW%==~ , ti ~ #5 Sta. 4+50 1.50% 1 3.15 2.66 0.48 1.5 Noy NfA Jute Net ~ ~ ~ O \ W cD ~ - \
\ \ \ ~ ~ o o / / / / / U - =-~-'~HANDRA L PEft~ ~ ~ ` ~ ~ - _ - - \ \ \ ` ~ 1 I \ ~ / ~ f / / ~ - / r - = \c~DSM ~a.p4~ I ~ ~ ~ ; - _ - -0 - - _ ~ - ` \ ~ ~ ~ ~ \ #5 Sta. 8+40 4.50% 1 1.7 3.38 0.27 1.3 Noe N(A Straw w/net
\ \ \ . % _ / f / 1 ~ I - ~ o ~ ~1 I ~ III I \ _ - - - i A V ~ v v i \ ; / / / / / / ~ I l ~ ~ o i _ - X71 I o I I I A > _ ~ CA/~ - ~ ~ } ~ ~ ~ ` \ Ditch 6 4,75% 1 1.7 3.45 0.27 1.3 Noe NIA Straw w/net ~ ~
VICINITY MAP ~ I - ~ ( \ v _ _ - ~ v v ~ / / / ~ / / I , 1 ~ ~~vv---~ ~ I i I ~ o i ~ v - " \ a A~~ ~ A ~ A ~ p'
NOT TO SCALE \ ~ \ ~ / / i / , ~ ~~~_~-.rv ~ = r-_--~ , ' __.1 l I \ s / \ \ ~ ~ \ \ Ditch 7 7.50% 1 6.4 3.13 0.67 1.7 YES RIPRAP3 Synthetic Mat '
~ ~ ~ ~ ~ ~ \ ~ # 8 Sta. 0+00 5.00% 1 4.2 2.42 0.61 1.7 YES RIPRAP4 Straw whet ' ~ ; ~
T TAL DISTURBED vvv ~ vvv, v / / i v ceps ,-~\v , vv0\ Q \ \ ~ \vvv ~ v 1 III - - / / / \ ~ \ C61~4 - i ~ ~ v~L i/ ) ~ l \ ~ ~ ~ \ ~ \ \ \ \ ~ ~ \ # 8 2+00 1.15°l0 1 1.9 2.11 0.4 1.5 Noy NIA N/A ~
AREA = 37.6± AC. \ \ II ~ _ _ I~~t_ - - / i , \ \ - _ _ „ / / 1 I / _ ~ x///11 1 1 ~v \VvvvvA ,N ~ G. P
~ \ l` //1L. _ _ , _ ~ / / a~L~F~ S~RCP - i , _ i l l ~ I ~ I I _ ~ <OV ~ \ \ ~ \ \ \ \ 2 PerTable 8.05a ofthe NCDENR Erosion and Sediment Control Planning and Design Manual no A ~ ~ EXTENTS 0'F \ \ ~ \ ti permanent liner is required if ~locities are below 4.0 ftlsec.
MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP ~::~;:~:.A \ ~ ~ / 'I - , - - ~ ~ / / ` ~ ~ ~ ~ _g6_ i \ ~ ~ l ~ f l ~ ~ ~ \ l C r- _ OF ALL CHANNEL BANKS TO DENUDED LIMITS. ~ JI (J • ~ ~ ~ /i - _ _ - - _ / / ~ - o V A ~v~ ~ _ _ ~ ` - B ~ ~ ~ GRADING \ \ \ \ ~ ~ 3 d50-9" Rip rap
ALL TREES & BRUSH REMOVED DURING J.~.. i ~ ~ / I ~ (5~~>, - _ - - - ~ V ~ ~V - - - ~ ~ , 1 \ \ \ ~ A - , ING & GRUBBING OF SITE SHALL BE ~ll`l ~ 11 ` ~ ~ 1 _ ~ o \ \ ~ \ ~ ~ CLEAR { l~ 1 A r- . _ _ / ° \ \ _ - / ` 1 ~~v \ \ \ i ~ - ~ ~ • ~ , ~ ~ ~ ~ ~ a d50=6" Rip rap
CHIPPED ON 51TE AND HAULED OFF SITE III ( ~ / ~ ~ A _ , . _ - o o , A V A V A ~ \ V A \ i~ ~ l l 1 ~ 11[{[,
FOR DISPOSAL. / I I ~ , , , ~ ~ _ ~ ~ ~ g~" ~ A ~ ~ ~ ~ v v \ 1 \ \ r
NO OFF SITE BORROW AREAS SHALL BE , _ „ _ \ C° o \ \ \ \ \ ~ UTILIZED DURING GRADING OF THE SITE. ALL ~ ~ _ - ~ i _ ~ \ l , = / / \ \ \ 1 \ \ \ I ~ / ~ 9, I / HW 1 CB 9 DI 16 ~ / / ~ ~ 1 ; ~ ~ ~ ~ , ~I INV. EL. 672.14 RIM EL. 690.30 RIM EL. 696.00 z
FILL SHALL BE OBTAINED WITHIN LIMITS OF ~ ~ - ~ ~ , , / A ~j ~ o / / ~ ~ A A V ~ ti I I ~ /
DISTURBANCE SHOWN ON PLANS, / r` ,l ; .~~1 ` = - \ ~4 ~ \ ~ ~ \ ~ - / ~ Y ~ A ~ ~ ~ / ~ ~ ,I JB 2 INV. EL. 685.40 OUT INV. EL. 692.50 OUT / ~ / ~ RIM EL 682.00
, y~~, ~v- - v~-; ~ ~ , v ~ vvv vvv ~ (I i I I I ~ I /s / \ \ / ~ ~ ~ INV. EL 672.20 OUT w
SEE SHEET C-10 FOR ALL STORM /'f / i ~ \\1 ~ ~ ~ .J ` ~ \ ~ ~ _ _ \ ' ~ ~ ~ \ \ \ 1 I I / ~ / ~ ~ / / ~ A , ~ ~ C~ ~ ~ / / INV. EL. 673.20 IN CB 10 GB 17 ~
DRAINAGE NOTES AND STORM - / ~ ~II11.~ , ~ \ ~ \ ~ BUIL f~,G I DI I ~ I / / / r i ~ / ~ / A / / / ~B 3 RIM EL. 690.30 RIM EL. 698.10 ~ ~
DRAINAGE PIPE CHART. ~ / ~ 1( ~ ~ ~ vv 1 V ~ ~ ~ 85~., _ _ 1 I {III ~ OB / i / / / A / / / / / RIM EL. 688.00 INV. EL. 686.30 OUT INV, EL. 694.10 OUT ~ o ~B 9 ~ ~ / INV. EL. 675.26 OUT ~ cv
~ ~ A V A.. A - ~~g ~ 1 ~ , I I ~ I I / / f ~ a / ~ a~ % / / ~ ~ " ~ / / / 1NV. EL. 675.26 IN ~ ° 0
~ ~ ~ ~ v vv - 1 4 ~4Q ISM I SEE SHEET D-5 FOR ALL STORM v ~ \ , v v A~~\ v l \ ~ ~ ~ i I I I I I I ~ / ~ / / \ / / / / CB 18 ~ / Y ~ ~ / / \ ~ ~ / / ~ / / / CB 4 CB 11 RIM EL. 697.60 ~
1~ ~ v vvvvvvv v i ~ I i ~ I / l DRAINAGE DETAILS ~ v v , A ~ ~ , ~ \ V A V _ ~ ~ _ - v ~ I L ~ / / ~ ~ / ~ / / o, 9i ~ I RIM EL. 693.30 RIM EL. 693.90 INV, EL 693.60 OUT
v 'v v v v A\ v\ \V \ 1 CBT3~ \ I / l I 1 1 l l/ / I / ~ l~ / / ! i ~ ' INV. EL. 676.27 OUT INV. EL. 685.23 OUT r / /J ~ DEVELOPER,IHASjTEMP,ORARY INV. EL. 676.28 IN CB 5 INV. EL. 685.23 IN
/ ~ t / ~ ~~F~ SITE GR"ADING~EA~EM~EN/~T WITH INV. EL. 684.65 IN CB 11
vA ~ ~ v~VAVA \ ~\\VA v~- -~-6 - 111 t \~1( (l ! l V ~ ~~~A v \ \ \ VA\ \ \ ~ / \ ~ ~ - ~ i4~LF~..R-G ~ _ A V A I ~ ~ ~ ~ I { ~ / ~ \ \ ~~vvVA v \ V A\\VA _ v v vI11 ,1111 , / / ~ ~ ~ CITY OF CHARLOTTE ON THIS P/ARCEL INV. EL. 676.28 IN GB 21 CB 19 0
v ~ v vv v \ \V A\\VA ~s ~ - _~v v v 1111 1111\ \V I 1 / ~ / / - / 1 / ~ CB 12 ~ RIM EL. 697.60 ~ / / / i / / / / CB 5 RIM EL. 696.00 INV. EL. 693,60 OUT
v v ~ v v v v vv vv VA A \ v vA ( / v I V 1 1 1 1 1 v v ~ v\v A v v \i AV A\ v vv 1 1 1 1 ,11 11 A l 1 1 I ~ ~ / ! / ~ ~ / / / ~ / ~ - _ f / / / ~ RIM EL 690.70 INV. EL. 686.64 OUT ~
v v v ,vvv vv vv A V v v vv vv ( ~ ,v ~ v v v ~ I ~ III I i l _ ~ / \ \ 1111 111,11 ~I / l I ( INV. EL. 677.46 OUT INV. EL. 6$6.64 IN CB 13 / ~ ~ ~ /9 / ~ / ~ ~ / I ( ~ INV. EL. 677.96 IN INV, EL. 691.00 IN CB 17 ~ ~ ~
\ v v vv vvvv V\v v 1 v v l 1 ~ ~ VA\\\V AA VA VAVA \VA\vVA~~~.,. ~ of v v v v ~~~1 v v v 1 11111 111 { / 1 C ' / ~ ~ ~ ~ CB 13 CB 20 `-1 ~ a0 ~ /PROPERTY / ~ ~ RIM EL. 698.30
v v~ ` v vv vv vvvv vvvvvvAv~v v~ ~ ~ _vvv vA 1\ 11 I 11 1 1 ( v v ~ v v v v v vv vvv vvv v~ v ~ I _ `'y - v v v v ~ 11111 \V1 1 / 1 `07 VAVA\\VA VA VAV v` \ _ vvv\V 11 1 1 \ 1 1 \ ~ 6
\ v ~ ~v v A v vvv AA VA \V\\vvv ~ vv v A \V~\\ \1~1~ / / ~ V v A v v \ VAv vvv ~ ~ ~ ~ ..vvvv A\\\\ 11 \~k \ ~ ~ / r 11 _ ~ 6 ~ ~ ~ LINE ~TYP.) , ~ l i CB 6 RIM EL 695.60 ~ `ter 1 INV. EL. 694.30 OUT ~ / / r ~ / / / / RIM EL. 690.30 INV. EL 689.42 OUT Q ~ O
v v v v v vvvvv VA vv vvvv v v ~ ~ ~ ,~-•v v v \ , A 1 1 ~ A ~ ~ / v ~ ~ v v v v v v vv vVvvvvvv ~ v, \ v , 1( v v ~VA1 \11111 1 V f° N / 1" ( ~ ~ ~ / ~ / j INV. EL. 680.97 OUT INV. EL. 689.42 IN CB 14 ~ ~ / ~ INV. EL 680.97 IN INV. EL. 691.00 IN CB 18 ~ ~ h
\ v v v vv vv ~ \vvv v vvv~v~~~` vvv vvv v V A\\ A~ ~ 111 ~ 1 V A \ \ ~ 1 ~ la 1/ f~ ~ ~ ~ I ~ /
v v A V v vAAVA Vvvv~v`~~vv v1 ~ ~ v~~--~,A\\VA\VAV111 111 \ \ 1 I I' \ \ \ \ ~ i \ \ \ 11 1\ ~~.~o ) U I \ v v v \1 1 v vvvv~~~ . ~ vvvv v ~~~,vv~ VA11VA\\ \ ~ ( ~ ~ ~S{ ~ r ~ C614 CB 21 ~w~ CITY OF CkiARLOTyE / CB 7 Q O
\ v v v v\ 1 1\\ v v v ~v 1\\ V v ~ V~\ \ 1 1 V A\\ / l o f t / ~ ~a f ~ ~ ~ DB (371 i LPG 4"4 ; RIM EL. 695.60 RIM EL. 695.40 t~ ~ A' RIM EL. 690.30 INV. EL 691.15 OUT INV. EL 679.72 OUT ~ I
v v v \ \ !1v \ v v vvv ~v~~v ~v vv ~ \ v v \V~\ 11 ~VA\ \\\\1 \ \ \ ~ / / ~ ~ AA~~~V ~4~L~~~'iP I \ \ VA1 1 \ V A / v ~ 1 1 1 ~ 1V A \ \ \ vy v v ~ ~ ~ ~ \ \ I \ \ 1 1111VA\ \~11,A \ \ \ / / ' 1 ~ ~ ~ I~IN 14I1041~2 / / INV. EL. 682.30 OUT INV. EL 691.40 IN CB 15 INV. EL. 679.72 IN ~ I` W ~ / ~ / ~ ~ ~ ! ~ / / / ! INV. EL 682.80 IN INV. EL. 691.00 IN CB 19 ~ ~ ~
132 LF 30 RCP 1 ~ \ \ \ A A ~ \ ~ ~~~1\4~f ~ V~ \ \ \ ~ \V ~ 1 1 ~ \ V A ~ / / n qq i~ ~ I 11 ~ \ \ \ ~ ~ , ` v ~ _I ! v \1 11 1 111 ,V11 1\ i~ \V A \ V / r
C~ 1.00% I~! ~ t \ VA \ ~ \ \ } 1 i ~ ~ ~ ~ \ ~ ~ ~ 7\ ~ ' ~ v V ` \ t J v, l~ 111 V11 1 \ VA \ V 111 \ ~ , A \ V ~ ~ ` ~ / / ` l ~ J f ~ i / / / / / CB 15 CB 22 o O
I i . , ~ \ \ 1 A ~ ~ ~ 1 ~ V A \ ~ A \ \ I I ~ \\V A \ iVA \ ~ CB6 , ~ ~ ~ , A ~ ~ 1 \ A ~ \ \ ~1 V 11\ \ \ /CBE/ ! l l l rl ~ ~ I I / CB 8 RIM EL. 696.20 RIM EL. 698.00 ~ ~ / / ~ / / / ~ ~ I i / RIM EL. 690.30 INV, EL, 692.25 OUT INV. EL. 683.36 OUT ~ ~
/ 9 / ~ / / ~ / / / / / / ~ ~ ~ ~ ~ i INV. EL. 684.30 OUT jNV. EL. 692.25 IN CB 20 INV. EL. 684.36 IN ~B 30 Z O
/ o ' ~ I \ , , A , . ----r ~ , ~ ~ ~ \ ~ i ~ ~ / / / / / / / ~ ~ 1 I ~ ~ INV. EL. 684.30 IN
194 LF 30 RCP @ 2.78% / i ~ 6~8 I I I ~ 1 ~ A , , \ ~ ~ V A ~ ~ , ~ ~ = / / ` / / / ~ 4 I 1 \ ~ ~ ~ , ~ \ ~ / ~ ~ i / / O / / r' / / / l(r
o ~ / ~ s ~ V ~ - ' / / / / / / / / / ~ ~ H
i / l / 1 ~ 1 1 ~ ~'1 ! v v f ~ i \ 1 ~ f ~ \ v v _ _ f //////~~~1 !l /~~'t
' 1 ' t i / \ OVA\~ L \ \~v ~ f~ c~2 ~~~F ~ I ~ v cad I i ~ ~ ~ / vvv vvz~ v v / / if /
r i 2R / c, ~ 1 ~ ~ 2. o'vol 1 1 1 I I ~ 6~:1V / V vvvvv v v v_---__', . ~ ~ J ~ g i~ I 1 C 1 l ~ \ ~v .v v v a _ ,~._..i , 2. p0 6 72 4 C @ 2.04 1 ~ 1 4 ~ I ~ 6 LFI ~ ~ CR ~ 0. 0% ~ ~ 1 , ~ ~ - - - _ i / i i ~ ~ TOTAL DISTURBED
~ - \ i i ;~~~~,~//,l(!, AREA-37.6±AC. r~ ~~r / ~1
- - ~ i / ~ ~ ~ ~4)//~ / / i MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP
~ c~ m \ \ \ _ o , h / OF ALL CHANNEL BANKS TO DENUDED LIMITS. i Gr~~~F%r%~/~~ /
TEMPORARY ' - , ~ ~ r~,____~o - -T:.~-_,, I I I I I VA A\\ VA ~ - - - - i i. / - I I I ~ 1 } - \\\l~~ vvv vV vvv ~ ~ i L % DI JI~B'~t~~~f j ~i~ ; jj / / / ALL TREES & BRUSH REMOVED DURING
i i ~I , ~ _ i OFF-SITE GRADING f, ~ ~ , , 111, , I 1 ~ ~ \ \ \ ~ - , ~ , - - _ ~ - _ / ~ ~ , I 1 ~ R ,'f, ~J G WAIL TQB . - - - 1~G ~i ~ CLEARING & GRUBBING OF SITE SHALL BE ,I, ~ ~ ~ ~ / / / CHIPPED ON SITE AND HAULED OFF SITE
EASEMENT o' i , o ~ - ~ ~ -I-i I ~ ~ \ \ \ ~ \ \ ~ o / , - i ~ / ~ _ ~ J 1 1 \ ~ , ~ \ ~ \ ~ \ \ QE O~j`HE-RS._. - i i
LIMITS OF 15 _PERM~NENT R ` ~ - _ - 4g l`r K -L \ \ \ \ ~ \ ~ \y~ _ - - - i ~ , _ LF, 1 0 DISTURB~ICE , - ` 1 / ~ `i-' ~ - r ~ _ 1 \ ~ \O>\ 6' `C" 1 ~6~5 _ _ - ~ o - S WE-R-'EASEMENT ~ / 13 ~ ~ ~S. ~ ~ ' i/// ji%/~,-~%~ j/// / FOR DISPOSAL ~ j j ~ ~1 / / / / NO OFF SITE BORROW AREAS SHALL BE Z
_ " / UTILIZED DURING GRADING OF THE SITE. ALL _ ~ ; ~i i j j ~ ~ ~ / / / % / ~ ~ FILL SHALL BE OBTAINED WITHIN LIMITS OF ~ C~ a
~I" (';''i/ i i , _ J / / DISTURBANCE SHOWN ON PLANS. ,h
_ _ ~ 0.50 ~ \ - - I I ~ v~'~
- - ~ - - - - - 1 ~ , _ ~ 'CAE ~TY~.~'~~ ` _ _ ~ ~ H
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CITY OF CHARLOTTE NOTES: STORM DRAIN PIPE CNART ~
COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. A. GENERAL NOTES
1, ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDOT STANDARD STRUCTURE LENGTH DRAINAGE AREA "A° RUNOFF "A" x "C" FI ALL ROAD IMPROVEMENTS ON SAM WILSON ROAD ARE TO BE COORDINATED WITH THE SPECIFICATIONS UNLESS OTHERWISE SPECIFIED IN THIS MANUAL. (ACRES) COEFFIC x "C" FLOW TIME (MIN.) RAINFAL KNOWN Additiona RUNOFF (CFS) FULL VELOCITY PIPE PIPE INVERT ELEV. (FT.) GROUNDIRIM ELEV, (FT.) L RUNOFF I Flow CAPACITY DIAMETE SLOPE
CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. TOTAL INLET SYSTEM (inlhF) (cfs) INC. TOTAL (cfs) (ft/s) (in) DOWN UP DOWN UP ~ ~
2. ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITH THE STREET PAVEMENT EXCEPT FOR CULVERTS FROM TO (ft) INC. TOTAL (C) INC. TOTAL IN 0
DEVELOPER WILL PROVIDE STREET' SIGNS PER CLOSM~50.05 (9" SIGNS ONLY) EQUAL TO OR GREATER THAN (60) SIXTY INCHES IN DIAMETER. FOR CULVERTS EQUAL TO OR GREATER SD OF 1 THAN (60) SIXTY INCHES, CORRUGATED STEEL OR ALUMINUM PIPE IS ALLOWED IF IT HAS A CONCRETE HW 1 JB 2 12 0.00 33.33 0.00 0.00 .26.78 C ~ ~ 26.78 0.00 17.20 4.70 127.02 0.00 0.00 127, 02 184.18 9.65 60 -0.50 672.14 672.20 0.00 682.00 ~
SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. POURED INVERT, MINIMUM. GAUGE FOR METAL PIPE SHALL BE 14 GAUGE. JB 2 JB3 165 0.00 33.33 0.80 0.00 26,78 C 26, 78 0.00 16.10 4.90 130.71 0.00 0.00 130.71 160.50 11.23 48 1.25 673.20 675.26 682.00 688.00 ~ ~ ~ ~ ~
IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION 3. ALL STORM DRAINAGE PIPE OUTSIDE THE STREET PAVEMENT SHALL BE REINFORCED CONCRETE PIPE, JB3 CB 4 84 0.40 33.33 0.80 0.32 26.78 E 26.78 5.00 15,60 5.00 132.68 0.00 1.60 132.68 157.51 11.21 48 1.20 675.26 676.27 688.00 693.30 ~ ~ ~ q
OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTION. THESE REQUIREMENTS WILL CORRUGATED METAL PIPE OR HIGH DENSITY POLYETHYLENE (HOPE) PIPE, AS APPROVED BY THE CB 4 CB 5 236 0.73 6.45 0.80 0.58 6.02 6.02 5.00 9.90 5.90 35.28 0.00 3.42 35.2$ 47.16 4.99 36 0.50 676.28 677.46 693.30 690.70 ~ ~ ~
BE ESTABLISHED 8Y THE INSPECTOR AND BASED ON FIELD CONDITIONS. CITY/COUNTY ENGINEER. NO OTHER TYPE OF PIPE SHALL BE USED WITHOUT PRIOR APPROVAL FROM CB 5 CB 6 262 0.96 5.72 0.95 0.91 5.43 THE CITY/COUNTY ENGINEER. ALL PIPES SHALL BE LAID WITH THE BELL OR GROOVE UPGRADE AND CB 6 CB 7 117 1.16 4.76. 0.95 1.10 4.52 5.43 5.00 8.20 6.20 33.83 0.00 5.64 33.83 43.96 6.89 30 1.15 677.96 680.97 690.70 690.30 ~ ~ ~ ~ Z ~
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. THE JOINT ENTIRELY INTERLOCKING. 4.52 5.00 7.40 6.40 28.95 0.00 7.04 28.95 43.73 5.90 30 1.14 680.97 682.30 690.30 690.30 ~ ~ w a Z
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED CB 7 GB 8 120 1.22 3.60 0.95 1.16 3.42 FROM THE AFFECTED PROPERTY OWNERS. 4. ALL CONCRETE SHALL BE 3600 PSI, IN ORDER TO USE PRE-CAST STORM DRAINAGE STRUCTURES CB 8 CB 9 120 1.16 2.38 0.95 1.10 2.26 4 3.42 5.00 6.60 6.60 22.56 0.00 7.66 22.56 25.29 7.18 24 1.25 682.80 684.30 690.30 690.30 ~ ~-q ~ ~ O x 2.26 5.00 5.80 6.80 15.39 0.00 7.4$ 15.39 15.99 4.90 24 0.50 684.30 684.90 690.30 690.30 O ~ ~ ~ ~
IN ANY STREET RIGHTS-OF-WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY/COUNTY CB 9 CB 10 120 1.22 1.22 0.95 1.16 1.16 1.16 5.00 5.00 7.00 8.15 0.00 8.12 8,15 9.09 4,61 18 0.75 685.40 686.30 690.30 690.30 ~
IN ORDER TO ENSURE DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB. ENGINEER. CB 4 CB 11 29 0.11 2.92 0.80 0.09 2.26 F 2.26 5, 00 9.60 5, 90 13.37 0.00 0.53 13, 37 14.85 8, 54 18 2.00 6$4.65 685.23 693, 30 693, 90 ~ ~ ~ ~ ~
SUBSURFACE DRAINAGE FACILITIES MAY 8E REQUIRED IN THE STREET RIGHT OF WAY IF 5. ALL HIGH-DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR/SMOOTH INTERIOR, CB 11 CB 12 70 0.18 2.81 0.80 0.14 2.17 2.17 5.00 9.10 6, 00 13.05 0.00 0.84 13.05 14.90 7, 39 18 2.01 685.23 686.64 693.90 696, 00 ~ Z O ~
DEEMED NECESSARY BY THE INSPECTOR. CONFORM TO THE REQUIREMENTS OF AASHTO SPECIFICATION M294 FOR CORRUGATED POLYETHYLENE CB 12 CB 13 1$5 0.49 2.47 0.80 0.39 1.90 F 1.90 5.00 7.90 6,30 11.92 6.00 2.46 11.92 12.87 6.74 18 1.50 686.64 689.42 696.00 695.60 W ~ a ~ O o
CURB AND GUTTER SHOWN ON PLANS ALONG STEELE CREEK ROAD MAY BE ADJUSTED PIPE AND SHALL REQUIRE COUPLING BANDS AND FITTINGS. CB 13 CB 14 216 0.49 1.55 0.80 0.39 1.16 1.16 5,00 6.50 6,60 7.69 0.00 2.57 7,69 9.40 4,35 18 0.80 689.42 691.15 695.60 695,60 M ® ~ ~ Z o
BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY 6, CONCRETE PIPE USED WITHIN THE STREET RIGHT-OF-WAY SHALL BE A MINIMUM OF CLASS III CB 14 CB 15 170 0.21 0.63 0.80 0.17 0.42 G 0.42 5, 00 5.30. 6, 90 2.93 0.00 1.17 2, 93 4.57 2, 39 15 0.50 691.40 692.25 695.60 696.20 ~-i ~ ~ ~j I
ALSO REQUIRE MODIFICATION BASED REINFORCED CONCRETE PIPE, WITH A MINIMUM DIAMETER OF FIFTEEN (15) INCHES (EIGHTEEN (18) CB 15 DI 16 48 0.27 0.27 0.50 0.14 0.14 G UPON FIELD CONDITIONS. INCHES MINIMUM ON CROSS DRAIN CULVERTS WITHIN THE COUNTY . 0.14 5,00 5.00 7,00 0,95 0.00 0,98 0.95 4,66 0.77 15 0.52 692.25 692.50 696.20 696,00 ~ ~ ~ ~
CB 12 CB 17 14 0.16 0.16 0.80 0.13 0.13 0.13 5.00 5.00 7.00 0.90 0.00 0, 91 0.90 30.39 6.80 15 22.14 691.00 694.10 696.00 698,10 Z U a
THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM CB 13 CB 1$ 14 0.43 0.43 0.80 0.34 0.34 ` 0.34 5.00 5,00 7.00 2.42 0.00 2,38 2.42 27.83 2.97 15 18.57 691.00 693.60 695.60 697.60 Ci~ 0.34 5.00 5,00 7.00 2.42 0.00 2.38 2.42 27,83 1.97 15 18.57 691.00 693.60 695.60 697.60 Z ~ ~ o
WATER CONVEYANCE AND ANY STRUCTURES AND OR OBSTRUCTION TO STORM WATER 7. THE MINIMUM COVER FOR ALL PIPE IS TWO (2) FEET. SPECIAL APPLICATIONS FOR LESS THAN TWO ~ / 2 FEET OF COVER WILL BE REVIEWED INDIVIDUALLY. CB 14 CB 19 14 0.43 0.43 0.80 0.34 0.34 IS PROHIBITED. ~ CB 15 CB 20 15 0.15 0.15 0.80 0.12 0.12 0.12 5.00 5.00 7.00 0.84 0.00 0.84 0.84 23.87 0.69 15 13.67 692.25 694.30 696.20 698.30 w ~ ~
18.19 5.00 14.40 5.10 93.00 0.00 2.09. 93.00 142.28 10.20 42 2.00 676.28 679.72 693.30 695.40
THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN 8. CONCRETE MORTAR JOINTS SHALL BE USED FOR JOINING ALL CONCRETE PIPES. THE PIPE SHALL BE CB 4 CB 21 172 0.51 23.56 0.80 0.41 18.19 G AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF CLEAN AND MOIST WHEN MORTAR IS APPLIED. THE LOWER PORTIONS OF THE BELL OR GROOVE SHALL CB 21 CB 22 182 0.37 23.05 0.80 0.30 17.78 C ~unuu 17.78 5.00 13.20 5.30 94.13 0.00 1.59 94.13 142,2$ 10.45 42 2.00 679.72 683.36 695.40 698.00 CARO~~' ,
THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. BE FILLED WITH MORTAR SUFFICIENT TO BRING THE INNER SURFACE FLUSH AND EVEN WHEN THE NEXT c JOINT IS FITTED INTO PLACE. THE REMAINDER OF THE JOINT SHALL THEN BE FILLED WITH MORTAR AND CB 22 CB 30 194 0.55 16.04 0.80 0.44 11.45 11.45 5.00 11.90 5.50 63.01 0.00 2.42 63.01 6$.42 14.08 30 2.78 684.36 689.76 698.00 701.85 ~ ~ ~
HIGH-DENSITY POLYETHYLENE (HOPE) STORM DRAINAGE PIPE INSTALLED WITHIN A BEAD OR RING OF MORTAR FORMED AROUND THE OUTSIDE OF THE JOINT. THE APPLICATION OF CB 22 DI 23 132 0.26 6.64 0.50 0.13 6.03 6.03 5.00 8.90 6.10 36.60 0.00 0.79 36.60 41.01 7.46 30 1.00 683.36 684.68 698.00 693.50 ~ pF ES ~
EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE MORTAR MAY BE DELAYED UNTIL FILL IS COMPLETED WHEN THE PIPE IS LARGER THAN THIRTY (30) DI 23 DI 24 41 1.18 6.38 0.95 1.12 5.90 ~ 5.90 5.00 8.60 6.10 36.16 0.00 6.83 36.16 41.51 7.37 30 1.02 684.68 685.10 693.50 693.50 :'Q~
PRIOR TO ANY BACKFILL BEING PLACED, BACKFILL MATERIAL MUST INCHES. y CITY'S INSPECTOR DI 24 DI 25 120 1.19 5.20 0.95 1.13 4.78 E 4.78 5.00 7.80 6.30 30.13 0.00 7.12 30.13 41.01 6.14 30 1.00 685.10 686.30 693.50 693.50 75
BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN g, PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B DI 25 DI 26 120 1.19 4.01 0.95 1.13 3.65 THE PUBLIC RIGHT-OF-WAY. FLEXIBLE PLASTIC GASKETS, MAY BE USED IN LIEU OF THE MORTAR JOINING METHOD. c 3.65 5.00 7.00 6.50 23.70 0.00 7.35 23.70 41.01 4.83 30 1.00 686.30 687.50 693.50 693.50 ' ~ ; ' ~ : F ~ y~ I e
DI 26 DI 27 120 1.20 2.82 0.95 1.14 2.52 2.52 5.00 6.20 6.70 16.87 0.00 7.64 16. $7 19.59 5.37 24 0.75 687.50 688.40 693.50 693.50 1.38 5.00 5.40 6.90 9.54 0.00 8.35 9.54 15.99 3.04 24 0.50 688.40 689.00 693.50 693.50 ~ N G' ~J~.~ ~
ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION UNE IS SUBJECT TO THE 10. COUPLING BANDS AND FITTINGS SHALL BE USED FOR JOINING ALL HOPE PIPE. COUPLING BANDS DI 27 DI 28 120 1.27 1.62 0.95 1.21 1.38 RESTRICTIONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION SHALL COVER AT LEAST ONE FULL CORRUGATION ON EACH SECTION OF PIPE. GASKET COUPLING DI 28 DI 29 66 0.35 0.35 0.50 0.18 0.18 F 0.18 5.00 5.00 7.00 1.23 0.00 1.26 1.23 4.57 1.00 15 0.50 689.67 690.00 693.50 693.50 ~a,,,,,,,,,r~'~k
ORDINANCE, SECTION 7.200.8, BANDS ARE REQUIRED BETWEEN ALL PIPE JOINTS. THE GASKET SHALL BE MADE OF CLOSED-CELL CB 30 CB 31 98 0.92 10.59 0.95 0.87 7.69 7.69 5.00 8.90 6.10 46.66 0.00 5.31 46.66 71.03 9, 76 30 3.00 689.76 692.70 701.85 705.40
USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SYNTHETIC EXPANDED RUBBER MEETING THE REQUIREMENTS OF ASTM D1056, TYPE 2. THE PIPE CB 31 CB 32 149 1.08 9.67 0.95 1.03 6.82 ANY CONSTRUCTION OR W THE CITY MANUFACTURER SHALL INSTALL GASKETS ON THE COUPLING BAND. ALL COUPLING BANDS SHALL MEET G 6.82 5.00 7.90 6.30 42.83 0.00 6.49 42.83 57.51 9.06 30 1.97 692.70 695.63 705.40 705.90
SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOOD AY REGULATIONS OF OR EXCEED THE SOIL-TIGHTNESS REQUIREMENT OF AASHTO STANDARD SPECIFICATION FOR HIGHWAY CB 32 CB 33 120 1.08 8.59 0.95 1.03 5.79 5.79 5.00 7.10 6.50 37.46 0.00 6.70 37.46 41.01 7.74 30 1,00 695.63 696.83 705.90 705.90
OF CHARLOTTE AND MECKLENBURG COUNTY. BRIDGES SECTION 23 PARAGRAPH 23.1.5.4E . PIPEFITTINGS SHALL CONFORM TO AASHTO M252 OR c O CB 33 CB 34 120 1.09 7.51 0.95 1.04 4.76 4.76 5.00 6.30 6.70 31.77 0.00 6.97 31.77 41.01 6.47 30 1.00 696.83 698.03 705.90 705.90
AASHTO M294. G ALL OPENINGS (e. g., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT SHOULD BE CB 34 CB 35 120 1.15 6.42 0.95 1.09 3.73 3.73 5.00 5.50 6.90 25.66 0.00 7.52 25.66 41.01 5.25 30 1.00 698.03 699.23 705.90 705.90 w
LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND SURFACE. 11. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND CB 35 DI 36 77 5.27 5.27 0.50 2.64 2.64 2.64 5.00 5.00 7.00 18.52 0.00 18.48 18.52 22.62 5.90 24 1.00 699.23 700.00 705, 90 704.50 W
SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. CB 30 CB 37 176 0.47 4.90 0.80 0.38 3.32 PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY 3.32 5.00 10.70 5.70 18.96 0.00 2,17 18, 96 40.34 9.96 24 3.18 696.00 701.60 701, 85 706.60 ~
ENGINEER PRIOR TO CONSTRUCTION. CB 37 CB 38 257 0.01 4.43 0.80 0.01 2.94 12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL. 2.94 5.00 9.00 6.00 17.79 0.00 0.06 17.79 26, 02 6.45 24 1.32 701.60 705.00 706, 60 713.40 w
CB 38 CB 39 51 0.23 2.09 0.80 0.18 1,67 "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING 13. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET AND SIX (6) INCHES IN HEIGHT MUST HAVE CB 39 CB 40 161 0.65 1.86 0.80 0.52 1.49 1,67 5.00 8.70 6.10 10.22 0.00 1.10 10.22 10.40 5.79 18 0.98 705.00 705.50 713.40 712.70 w z 1.49 5.00 7,60 6.40 9.45 0.00 3.33 9.45 10,27 5.35 18 0.96 705.50 707.04 712.70 712.00 z
DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO STEPS 1N ACCORDANCE WITH STANDARD DETAILS SET FORTH 1N THIS MANUAL. c 0.97 5.00 6.20 6.70 6.49 0.00 4.02 6.49 7.43 3.67 1$ 0.50 707.04 708.12 712.00 712.00 ~
THE CITY COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY CB 40 CB 41 216 0.75 1.21 0.80 0.60 0.97 / 0.37 5.00 5.00 7.00 2.59 0.00 2.59 2.59 4, 57 2.11 15 0.50 708.12 709.00 712.00 712.55 ~
SUBDIVISION ORDINANCE, CB 41 CB 42 176 0.46 0.46 0.80 0.37 0.37 14. ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO THE STANDARDS SET FORTH IN THIS MANUAL. CB 38 CB 43 67 0.14 2.14 0.80 0.11 1.11 1.11 5.00 5.10 7.00 7.77 0.00 0.77 7.77 9.98 7.88 15 2.39 707.00 708.60 713.40 716.10 Z o
PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION 1.00 5.00 5.00 7.00 7.03 0.00 7.00 7.03 9.13 6.02 15 2.00 708.60 709.00 716.10 714.50 o N
SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR APPROVAL. CB 43 DI 44 20 2.00 2.00 0.50 1.00 1.00 15. ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO (2) FEET HORIZONTAL CB 38 CB 45 35 0.19 0.19 0.80 0.15 0.15 ` 0.15 5.00 5.00 7, 00 1.07 0.00 1.05 1.07 6.90 3.55 15 1.14 709.60 710.00 713.40 713.50 ~ ~
URVEYOR SEALED AS-BUILT DRAWINGS OF UNDERGROUND DETENTION TO ONE (1) F00T VERTICAL (2:1) AND NOT TO EXCEED 10' WITHOUT TERRACING. PRIOR TO CO, S
MUST BE PROVIDED, 16, ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, ~ ~ ~ STEELE CREEK C~ Wa
NON-STANDARD ITEMS ie: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF FES 50 CB 51 31 0 2.76 0 0 1.65 ( BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A 0 1.65 5 6.9 6.5 10.76 0 0.00 10.76 16.22 4.66 24 0.51 718.35 718.51 0 724.7
RIGHT-OF-WAY REQUIRE ARIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. CB 51 JB 52 76 0.3 2.76 0,95 0.29 1.65 '.9 1.65 5 6.4 6.7 10.97 0 1.94 10.97 15.99 4.24 24 0.5 718.51 718.89 724.7 725.32
(CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF JB 52 DI 53 $2 0.14 0.44 0.55 0.08 0.23 TRANSPORTATION) BEFORE INSTALLATION. 17. MATERIALS DEEMED BY THE ENGINEER AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED DI 53 DI 54 101 0.3 0.3 0.5 0.15 0.15 18 0.23 5 5.7 6.8 1.55 0 0.54 1, 55 4.57 1.27 15 0.5 718.89 719.3 725.32 723.71 0 15 0.15 5 5 7 1.05 0 1.05 1.05 4.54 0.86 15 0.5 719.3 719.8 723.71 723.37 ~
AND REPLACED WITH SELECT BACKFILL MATERIAL. JB 52 CB 55 61 0.5 2.02 0.75 0.38 1.14 38 1.14 5 6 6.8 7.68 0 2.58 7,68 12.03 5.27 18 1.31 719.39 720.19 725.32 724.69 °o
PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W 18. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. THE CB 55 DI 56 143 1.52 1.52 0.5 0.76 0.76 '6 0.76 5 5 7 5.34 0 5.32 5, 34 8.14 3, 89 18 0.6 720.19 721.05 724.69 724.05 q ~
ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8} INCHES, EACH LAYER
SHOWN ON THE ROADWAY IMPROVEMENT PLAN. SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD ~oz OF 0.013. ALL STORM DRAIN PIPE LOCATED IN PUBLIC RIGHT CF WAY SNALI. BE RCP. ALL a ~ a
PROCTOR TEST (A DENSITY OF 100% STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (8) ~ ALL STORM DRAINAGE CALCULATIONS BASED ON RCP N VALUE (n) OF 0.013. Al THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION INCHES), OTHER STORM DRAIN PIPE SHALL BE EITHER RCP OR HOPE P{PING, (n)<0.013. n <0.013. ~ ~
(GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION
EQUIPMENT. 60-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER 19. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION xx
SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COSTS AND/OR ANY REPAIR METHODS. EACH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN ON STORM DRAIN PIPE CHART ABOVE: COST CAUSED BY THE CONTRACTOR/DEVELOPER. PLACE.
ALL CB GROUND RIM ELEV =BACK OF CURB E~EVATIO ELEVATION ~ o ~~z
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY 20. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES STREET. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT AFTER THE PIPE Has BEEN PLACED. ALL DI JB GROUND RIM ELEV -GRATE OR JUNCTION E NCTION BOX ELEVATION Q o w
CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT ~F
http: //WWW.charmeck.org/departments/transportoion/street+maintenance/home.htm F
~ ~ STEELE CREEK STORM DRAIN SYSTEM CALCULATIONS BASED ON 50 YR STORM. YR STORM. ~ ~
x x
~ ~
TRAFFIC CONTROL AND WORK ZONE SAFETY 0
The Contractor shall maintain traffic during construction and provide, install, and maintain all
traffic control devices in accordance with the North
Carolina Department of Transportation Standard
~ecifications for Roads and Structures, and the
current edition of the Manual of Uniform Traffic Control Devices (MUTCD),
The Contractor shall utilize complete and proper traffic
controls and traffic control devices during all
operations. All traffic control and traffic control THE CONTRACTOR SHALL OBTAIN A
devices required for any operation shall be functional PERMIT FROM THE CITY OF and in place prior to the commencement of that CHARLOTTE/NCDOT ENGINEERING
operation. Signs for temporary operations shall be DEPARTMENT PRIOR TO BEGINNING ANY
removed during periods of inactivity, The Contractor CONSTRUCTION ACTIVITY IN THE
is required to leave the project in a manner that will TRAVEL LANES OF STEELE CREEK
be safe to the traveling public and which will not ROAD. impede motorists. I Q ~
AI! personnel when working in traffic areas or areas in ALL EXIST. PAVEMENT TO
close proximity to traffic shall wear an approved BE SAWGUT PRIOR TO
safety vest, or shirt or jacket which meets the color CONSTRUCTION OF NEW requirements of the MUTCD. SD/C&G
The Contractor shall comply with all applicable Federal,
State, and local laws, ordinances, and regulations
governing safety, health, and sanitation, and shall z Z
provide all safeguards, safety devices, and protective equipment, and shall take any other needed actions,
on his own responsibility that are reasonably
necessary to protect the life and health of employees
on the job and the safety of the public, and to C~
protect property in connection with the performance of the work covered by the contract.
NOTE: NO PERSON SHALL SPRAY, FERTILIZE, REMOVE,
DESTROY, CUT, TOP OR OTHERWISE SEVERELY PRUNE, U
INCLUDING THE ROOT SYSTEM, OR TREAT ANY TREE OR SHRUB HAVING ALL OR ANY PORTION OF ITS TRUNK IN OR
UPON ANY PUBLIC PROPERTY WITHOUT OBTAINING A WRITTEN
PERMIT FROM THE CITY ARBORIST OR HIS STAFF.
pxoaECT rio. IBC-08030
FiLER'AME: iBC08030-DA
~EBSGNED BY: SMM
n~Aw~ aY: SMM RMR
SCALE: 1 ^80
DATE: 6-15-2009
SKEET NO. C-10
JjMcADAMS

Z "~aR~3rik~l
~ \ ~ A A I ~ / \ `V A~~~\ ~V A ~ \ 1 ~ V 1 ~
v v vv v v ~ I V I v y v v -~'~V A\\\ VA V A\ 1
_ .ALL VERIFY THE 1, ALL FILL MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM \ \ \ \ \ \ 1 \ \ \ ~ ~ ~ ~ ~ ~ ~ ( \ l ~ \ \ \ ~ z \ \ \ \ \ ~ \ \ \I 1 \ ~ \ \ \ \ \ \ \ \ 1 11 \ ~ ~ ~
1. PRIOR TO CONSTRUCTION, THE ON SITE GEOTECHNICAL ENGINEER SH BORROW AREAS APPROVED BY THE ON-SITE GEOlEOHNICAL ENGINEER. THE FILL MATERIAL SHALL \ ~ ~ \ \ \ \ ~ ~ ~ ~ TH PROPOSED BORROW ARtA FILL FOR USE IN THE DAM EMBANKMENT /KEY 6" AND FROZEN OR OTHER \ \ ` ~ ~ 1 \ ~ \ ~ ~ ~ ~ SUI~iD,BILITY OF E / BE FREE FROM ROOTS, STUMPS, WOOD, STONES GREATER THAN \ V ~ ~ A A \ V A ~ ~ ~
TRENCH IN-SITU 501E SUITABLITY FOR EMBANKMENT. OBJEGT10NABLE MATERIAL. THE FOLLOWING SAIL TYPES ARE SUITABLE FOR USE AS FILL WITHIN ~ ~ ~ ~ \ \ \ \ \ ~ ~ ~ ~ ~ ~ v v ~ vvvvv~' ~ v vvvvv \ \ V A\ vvv vv ~ \ \\VA\\ 111 1 ~ ~ ~ ~ ~ ~ ~ v A V \ v vA \VA V 11 1A \ a, ~ ~
R THE DAM EMBANKMENT AND KEY TRENCH: ML AND CL, ~ \ \ ~ , \ \ \ \ \ \ ~ ~ ~ ~ ~
2. THE ON-SITE. GEOTECHNICAL ENGINEER SHALL INSPECT THE KEY TRENCH EXCAVATION PRiO ~ ~ ~ ~ e - ~ WITHIN THE KEY TRENCH. lF THE CONTRACTOR CONSTRUCTS ~ ~ l \ \ \ \ \ ~ \ ~ ~ ~ ~ TO rLAC~MLNT OF ANY BACKFILL 2. FILL PLACEMENT SHALL NOT EXCEED A MAXIMUM 8 LIFT. EACH LIFT SHALL BE CONTINUOUS \ \ \ \ ~ \ ~ } \ 11111\ U v vv v v ~v\ v v \ V A v vv vv \ V Ai \i ( ~ \ V A \\1\ 1~1 1 11 \ 1 1 1 1\
N E KEY TRENCH SHALL BE ( ~ ~ \ \ \ \ \ ~ ANG COVERS UP THE KEY TRENCH PRIOR TO INSPECTION, THE TH FOR THE ENTIRE LENGTH QF EMBANKMENT, BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, I i \ \ ~ ~ \ \ `
k CONTRACTOR'S EXPENSE. RFACE PROPERLY PREPARED FOR FILL I ~ ~ ~ \ \ \ \ \ \ \ UNOOVEREDAND TESTED A7 THE ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND THE SU 1 i \ \ \ V I PLACEMENT, ~ I ~ ~ \ \ \ \ \ ~ A \ \ \ ~ \ \ V A ti \~\\V\ 11111111111 ~~z~ \ \ \ \ \ \ ~ ( \ 11 1 1 11 \ ~ o~~
REFER TO THE LANDSCAPE PLAN FOR THE PERMANENT PLANTING ~ \ \ \ \ I I \ ,3. THE CONTRACTOR SHALL DON ~ I \ ~ A ~ \ \ \ \ V v v v v V 1 ~~~A ~ AA\(11t 1111111111 111 ~
PEASE NOTE THAT NO TREES /SHRUBS OF ANY TYPE MAY BE PLANTE S D IN~THE EMBANKMENT /KEY TRENCH CONSIRUCT1ON SHALL BE ~ ~ I ~ \ w rLAN f SCHEDULE. L 3. ALL FILL SOILS U E I ~ ~ V A V ~ A \ ~ \ \ V A ~ v vv \ 1 ~ 1 1 ~ 111111 1 11 1 1111111 1111V A A\ ~ ~ ~ ~ ~ ~ ~
THE PROPOSED DAM EMBANKMENT, COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM--698). i \ \ I I \ A L BE COMPACTED AT A MOISTURE CONTENT WITHIN -1 TQ +3 PERCENT OF t 1 \ ~ I I 1 v.~ v v~ v v v v 1, v v v v v ( 1111v 1111 1v v ~ ~I~ro
TION THE WET POND WILL BE USED. AS A THE FILL SOILS 5H L ~ ~ \ I I ~ \ 4. IF DURING THE INITIAL STAGES OF CONSTRUC ITS OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL 8E PERFORMED BY THE ON-SITE I I ~ ( I l ~ 1 1 \ \ \ \ V v \ \ V 1 V A 1 ~ 1~1~\11\111V1\\\\ \ ~ ~ .
C' DIMEN7 BASIN FOR ER0510N CONTROL PURPOSES. THE CONTRACTOR SHALL FOLLOW THE TECHNICAL ENGINEER DURING CONSTRUCTION 70 VERIFY THAT THE PROPER COMPAC114N ~ I ` \ ~ ~E BELOW: GEO A SHEEPSFQOT TYPE ( I I I GENERAL CONTRUCIION SEQUENCE LEVEL NAS BEEN REACHED. 1HE FILL SHOULD BE COMPACTED USING ~ I \ I I I \ \ \ \ ~ \ \ V A 1 ~ 11111111\\ \ ~ a:~a~
RD R TO PREVENT DAMAGE TO THE PIPE, NO COMPACTION EQUIPMENT SHALL ( V I I I 1 N NT OUTLET STRUCTURE, COMPACTOR.IN Q E J I ~ I I I I ~ I ~ \ \V \ \ 1 ~ ~ \ V A _V A I 1 11V1 1 1V1 \ ~ ~ ~ a~ 1 \ v v v 1 1\ V ~ ~~`v-~-~-~~~. i t 1.1 \ 1 V 1 1 A~ 1 A o ~ r
A. THE CONTRACTOR SHALL CONSTRUCT THE ENTIRE FACILITY (PERMA E CROSS AN {PIPE UNTIL MINIMUM COVER IS ESTABLISHED ALONG THE PIPE. ~ ~ I ~ C. WITH THE EXCEPTION OF THE INTERIOR GRADING. THE INTERIOR / ~ ~ ~ I I ~ 1 \ ~ 1 \ ) ~ 1 1 \ \ ~ ~ ~ z ~ ~ \ \ \ \ \ \ \ \1 1 1 1 \ \ V ~ A A 1 1 ~ 1 A \ \ \ ~ ~ ~ ~ ~ ~ ~
DAM, KEY TRENCH, ET) H E I5 COMPLETE. + UCTED ONCE THE EROSION CONTROL P AS NCH SHALL BE PROVIDED BENEATH ALL FILL AREAS OF THE BERM. THE TRENCH / J J / I I GRADING HILL. BE GONSTR 4. A KEY THE ~ I I ~ ~ t \ \ v\\ ~ 1 1 \ \ \ v ~ ~ v ~ ~ 1111 1 ~ 11.1 \ \ ~
SMALL EXTEND A MINIMUM OF 5 FT BELOW EXI511NG GRADE OR 2 FT BELOW THE 48"~ 4UTLE7 J / I ~ I ~ 0 THE PERMANENT 8°~ DIP T. THE KEY TRENCH SIDESLOPES ~ ~ I I ~
B. THE TEMPORARY DRA4k'DOWN RISER SHALL BE CONNECTED T BARREL AND SHALL HAVE A MINIMUM BOTTOM WIDTH OF 5 FEE ' / / / / I ~ ~ ~ MINIMUM OF 1;1 H:V. THE KEY TRENCH SHALL BE COMPACTED TO THE SAME / 1 I ~ I DRAIN I IPE. SHALL BE A t ) / / / / I 1 1 1 i \ \ .i 1 1 11 \v v A \ v ~v v~ 1 ~ v ~ h ~ ~ A \ ~ ~ ~ ~
5PECiFICATION LISTED 1N ITEM 3 ABOVE, DEPENDING UPON ON-SITE SOIL CONDIT1ONS / ~ I ~ ~ 1 ~ 1 ~ 1 1 1 \ \ \ PROPdSED Av I I I/ ( ~ .1.11 ~ vvv ~ ~ ~ ~ 1 1 1 1 \ \ STORM DRAIN ~ ` - - ~ \ ~ w a
> ~ RAINAGE AREA IS STABILIZED AND THE EROSION CONTROL INSPECTOR CHNICAL ENGINEER MAY VARY THE DEPTH J / / J I I C. GNCE THE UPSTREAM D I T-IE CONTRACTOR SHALL REMOVE THE ENCOUNTERED DURING EXCAVATION, THE ON-SITE GEOTE _ f ICAL / l l / l I J ~ .APPROVES THE REMOVAL OF THE SEDIMENT BAS N, AND DIMENSIONS OF THE KEY TRENCH A5 DEEMED NECESSARY. THE ON STE GEOTECHN I ~
x TEMPORARY DRAd4DOWN RISER AND CLEAN-OUT THE BASIN. ALL SEDIMENT, TRASH, ETC. ENGINEER SHALL RETAIN DOCUMENTATION OF ANY VARIATION FOR FUTURE AS-BUILT SUBMITTALS. / / / / / J ~ ~ 1 1 1 A\ ~ ~ ~ ~ 1 v ~ ~ ;
=PLACED IN A LANDFILL AND NOT STOCKPILED IN / / ~ ~ SHALL BE DISPOSED OF PROPERLY (LE. ) / / ~ 1 1 1 I 1_---,------~" I ( ~
AN AREA WHERE WATER QUALITY COULD BE ADVERSELY AFFECTED. 5, UPON REQUEST, THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH REPORTS TO VERIFY NT MEETS THE SPECfFTED COMPAC110N REQUIREMENTS. COMPACTION / J THAT THE DAM EMBANKME i / , I 1 i
D. ONCE THE BASIN IS CLEANED OUT, AND ALL EROSION CONTROL DEVICES REMOVED, THE REPORTS 'ALL BE NEEDED DURING THE AS-BUILT CER11F(CATION PROCESS FOR THIS STORMWATER ~
CONTRACTOR SHALL CONSTRUCT THE INTERIOR GRADING SHOWN ON TNI5 SHEET. FACILITY. THEREFORE, IT iS THE CONTRACTOR`S RESPONSIBILITY TO ENSURE COMPACTION TESTS / / _ ~.._„_J I 1 ~ ARE PROPERLY PERFORMED DURING GONSTRUC110N, / I fi 1~ 1~ ~ 1 ~ ~ i I 1 1 1 1 1 1 1 1 I I( / 1~ l 1 ~ o~~~~ss~~~~~'~~ ~ 1 1 \ ~ ~ I I 1 1 1 1 1 1 I I i~ 1~~ v I l\ 1 11 ~ ~ ~°oF o'`•~ v
SCHEDULE A FINAL AS-BUILT INSPECTION AND AS-BUILT SURVEY / i J THE CONTRACTOR SHALL AY5 MPORARY G~ONSTRUCT{ON EAS E I I I ~ 1~ 1 1 1 1 1 I I I ~ ~ y ~ ~ I PR~PER'i`( L(~!E 1 EX S N~ E'ASE \ 11 ~ ; 4~
WITH THE ENGINEER. AN AS-BUILT INSPECTION SHOULD BE SCHEDULED A MINIMUM OF 60 D ~a / ~ I PANCY IS REQUIRED. ANY COMMENTS P~~ 'iii' ~ ~ ~
BEFORE A PERMIT TO IMPOUND (OR A CERTIFICATE OF OCCU ) ~ ~NCIES IN THE DAM CONSTRUCTION MUST BE CORRECTED TO THE SAl1SFAG1ION QF 1NE ~v g~, ~r~?~'~ / ~s ~ _ ~ OR DEFICIE 1;a AJ /
ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE GRANTED. UPON FINAL APPROVAL, CLOSE I 1 Yo ~.F 1 ~ ~ I N ' `
BOTTOM DRAIN VALVE IN THE RISER STRUCTURE AND BEGIN IMPOUNDING WATER. NQ 1, FILL IN THE AREA OF THE SPILLWAY PIPE AND ADJACENT AREAS SHOULD BE BROUGHT UP TO THE B WATER SHALL BE IMPOUNDED BEFORE AN APPROVAL TO IMPOUND IS ISSUED, A POINT OF 2' TO 3' QR MORE ABOVE THE TOP OF GROWN ELEVATION OF THE PIPE IN ADVANCE _ _ ° o~ N
OF SPILLWAY CQNSIRUG110N SO THAT THE SPILLWAY PIPE CAN BE INSTALLED IN A TRENCH r"'-'-'---°3-a FT EARTHEN FO~hEBAY BERM EL ~ 1 ~ 1 1 a ~ ~r„~o,~~'
6. IN ORDER TO HELP MAINTAW A PERMANENT POOL, THE CONTRACTOR MAY NEED TO INSTALL A CONDITION. ONCE THE FILL 15 AT AN ELEVATION 2'-3' ABOVE THE TOP OF CROWN, THE PIPE SYNTHETIC CLAY LINER A MINIMUM OF 1-FOOT BELOW THE . 674.50 TO BE COMPACTED TO THE SAME ~ ~ OR A PERMANENT GEO ( / ` ~ ~ ` ° CLA1 LAYER _ TRENCH SHOULD THEN BE EXCAVATED FOR INSTALLATION. / e ~ PCCE-Bfv1P ~MAIN~ENAi~~ C ( I A \ ~
LOWEST GRADE. THIS SHALL BE DETERMINED BY THE ON SITE GEOTECHN[CAL ENGINEER. ~ SPECIFICATIONS AS THE DAM EMBANKMENT) / / ~ ~ ACCESS F~ASEMENT ~ ~ ( (
2. IF SEEPRGE OR FLOW OCCURS IN QR ALONG THE PIPE ALIGNMENTS, GROUNDWATER CONTROL e PLEASE REFER TQ ITEM 3 UNDER "BERM SOIL / 7. CGNTRACTGR SHALL PROVIDE A VERTICAL SEDIMENT DEPTH MARKER TO WDIGATE 6 INC iMLi. gE NECESSARY. THIS COULD INVOLVE PUMPING (OR STREAM DIVERSION, ETC,) DEPENDING AND COMPACTION SPECIFICA110NS FOR/ ~ ~ I ~ I
~ RTION. 1HE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT " _ OF S~DIr,1ENT ACCUMUL NOT READILY ON THE TOPOGRAPHY. SINCE IT IS NECESSARY TO WORK IN A DRY" CONDITION, THIS SITUATION _9p,~i~NAL INFORMATION: 1 /
ELEVATION SHALL BE SUCH THAT IT WILL GIVE AN ACCURATE DEPTH READING AND BLE F1LL, ETC. TO ESTABLISH SUBGRADE ° ~ _ MAY REQUIRE USE OF LEAN CONCRETE BACKFILL, FLOWA °-,r....„~ ACCUMULATED SEDIMENTS.. 7" PENETRATE INTO , CONDITIONS SUITABLE FOR SOIL TYPE BACKFILL PLACEMENT.
~ ° ~]?ERMANENT DETENTION EASEMENT vY , - ~ ~ _ 12 WIDE MAINTENANC MAINTENANCE ~ ~ I ~ ( I I ~ I 1 ~ ~ ~ I ~ - ~ _ ~ 1 X \ i \ 1~ ~ ~ ~ ~
g ~ 3. PRIOR TO INSTALLATION, SUBGRADE CONDITIONS ALONG THE SPILLWAY PIPE SHOULD BE 4 F< _ -,..ACCESS TO TOP QF, AM ? TO TOP OF, A ~ ~ ._.L' _I ( ~ I I ~ ~ ~ ~ ~ ~ ~ / \ \ \ ~ ~ \ V ~ ~ _ I I ~ 1 ~ ~ 1--- \v \ v~~~ ~
1 PRIGR TO PLACEMENT OF THE NEW FILL, THE AREAS ON WHICH FILL IS TO BE PLACED SHALL EVALUATED BY THE ON-SfTE GEOIEOHNICAL ENGINEER TO ASSESS WHETHER SUITABLE BEARING ,
BE CLEARED ANG STRIPPED OF TOPSOIL, TREES, ROOTS, VEGETATION, AND OTHER OBJEC110NABLE CONDITIONS EXIST AT THE SUBGRADE LEVEL SHOULD SOFT OR OTHERWISE UNSUITABLE ° ~ / ~ ~ ~ / " MATERIAL. 1~IE AREAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED. ~ CONDITIONS BE ENCOUNTERED ALONG THE PIPE ALIGNMENT, THESE MATERIALS SHOULD BE _ _ / / / / -1-..~ ~ ~1 \ \°C° \ ~1, _ PTO R~MAI~ 1 \ ~ 1 11
ICA NGINEER. THE UNDERCUT MATERIALS SHALL BE / / ~ / ° UNDERCUT AS DIRECTED BY THE GEOTEGHN L E THE DAM LY COMPACTE STRUCTURAL FILL LEAN CONCRETE OR PLOWABLE FILL l` - ` - ~ - / / / / / ` / / ~ ll ~ ~ , 1 \ EXISTING WEl'1.AND5 ~1 \ ~ ` ~
2. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE W PLANTING (SEEDING) ON REPLACED WITH ADEQUATE D ,
EMBA~dKMENT ONCE FINAL GRADES (AS SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLSHED AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER. 1~~iTN CO~dPACTED FILL
4. AS CONSTRUC110N OF THE EMBANKMENT MOVES FORWARD, IT WILL BE NECESSARY TO INSTALL
CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ANY PUMPING THE CONCRETE CRADLE, THIS MAY BE CONSTRUCTED USING ONE OF THE FOLLQN7NG METHODS: 3. THE EQUIPMENT, ETC. NEEDED FOR REMOVAL OF WATER FROM VARIOUS PARTS OF THE STORMWATER
' T PGND SITE. IT IS ANTICIPATED THAT PUMPING WILL BE NECESSARY IN THE EXCAVATION A. IF THE PROPOSED STRUCTURAL FILL MATERIAL IS UTILIZED AS THE FORMWORK FOR THE
, E~ URING PLACEMENT OF FILL WITHIN 1HE KEY TRENCH (OR OTHER CONCRETE CRADLE, THEN THE STRUCTURAL FILL SHOULD BE INSTALLED AND COMPACTED UP Aft~x~ (LE. -KEY TRENCH), D TO THE TOP OF CONCRETE CRADLE ELEVATION. ONCE THE STRUCTURAL FILL REACHES THE I I I 1 I 1~ 1 1
~ AREAS AS NECESSARY), THE CONTRACTOR SHALL KEEP THE WATER LEVEL BELOW THE BOTTOM ENDWRLL AND IS COMPACTED TO 1HE ELEVATION OF THE TOP QF THE CONCRETE CRADLE, po$° \ OF THE EXCAVATION. THE MANNER IN WHICH THE WATER iS REMOVED SHALL BE SUCH THAT THE p E PROVIDED DETAILS AND CONSTRUCT / ooQ oo°n°~ / ~ l1 1 1 i 1 1, I1~1 ~1
ND SIDESLOPES ARE STABLE:., EXCAVATE THE CONCRETE CRADLE TRENCH ER TH EXCAVATION BOTTOM A o THE CONCRETE CRADLE AS PER THE PROVIDED CONCRETE CRADLE DETAIL. bQOp Oa ppQ Op _ ~ _ _ _ _ - - _ _ .__t- 1 1 ~ o
~~r r~^ J pa a oappppaaa
~ ?P`T~IC,A~C~NS B. IF THE PROPOSED STRUCTURAL FILL IS NQT UT1LIZED A5 THE FORMWORK FOR THE CONCRETE Ipapoap0 ppoopp°o CTURAL FILL EMBANKMENT, THE ~ ooao apoopQaooa / 10' AQlJ~11C SHP,~LF~(5EE SHEET SW- S~-. ~ / - ~ ` I I 1 ~ ; %~~3"~4~FROM EL~73A0 TD Ei.. fi74.00 e~ kD:1 SLOP` " j - -l - ,..._l _...1 ~ f ~ ~ I I ~ ~4 ~ 1 ~
"d RCP OUTLET BARREL SHALL BE CLASS III RCP, MODIFIED BELL AND SPIGOT, MEETING CRADLE, THEN PRIOR TO CQN5TRUCT{NG THE STRU / ~r~ , f,,,~~,, THE 48 1 po~o°-pooo~aoop p \ / O-RING RUBBER FORMWORK FOR THE CONCRETE CRADLE SHOULD BE INSTALLED ON EXISTING GROUND AND - J TN RE UIREMENTS OF ASTM C76-LATEST. THE PIPE SHALL HAVE CONFINED ~ 1 oe op°oaa o~a-opo / E Q ETAIL5. H. / op°oopopppppoaopno / / ~.v ~ / I 1 1 p~~
KET JOINTS MEETING ASTM C-443-LATEST: THE PIPE JOINTS SHALL BE TYPE R-4. THE CONCRETE CRADLE CONSTRUCTED PER THE PROVIDED D ap opp op o 0o ao ,i GAS ~~V / ~pooopopa~an°aoQOapaoa A / ap p ~ / I I 1 1 1 ~o~
" - T BARREL SHALL MEET THE °0 ~ 2. THE STRUCTURAL DESIGN FOR THE 6x6 (INTERNAL DIMENSfONS) RISER BOX WITH EXTENDED 5. FILL MATERIAL ADJACENT TO THE 48 ~ 0 RING OUTLE " 3 T/ / / / / v~ ~ ~ l l I ~ ado
SPEGiFICA IONS LISTED IN ITEMS 1 THROUGH 3 IN THE SEG110N TILLED BERM SOIL & h' . 4 BASE SHALL BE BY OTHERS, PRIOR TO ORDERING THE STRUCTURE, THE CONTRACTOR SHALL T _ ti, ~
D BY AN P.E. REGISTERED IN NORTH GOMPACTIQN SPECIFICATIONS." THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE (1~ , I PROVIDE THE ENGINEER WITH SHOP DRAWINGS, SEALE y I / NCDO CAROLINA, FOR REVIEW. COMPACTION EFFORTS ALONG THE PIPE TO ENSURE THAT ALL SPACES UNDER AND ADJACENT TO ~ /2 H :1 V H :1 V}' ,'15" M i NCDOT CLASS 'B" RIPRAP, - i / / / l ~ ~ ~ I 1 ~ ~ ~ Q ~ U f' ~ X15" M1N, DEPTH ~ ' / / / / / I ~ / ~
THE PIPE ARE FILLED WITH PROPERLY COMPACTED MATERIAL. (y , ° 2{ } ( ~ i I d~~
3. THE RISER BOX OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 16" ON CENTER. STEPS - J J- , i E IN ACCORDANCE I I ! / ~
SHALL BE PR041DED ON THE INNER WALL OF THE RISER BOX. STEPS SHALL B fi~j` ° ° i~ 6 .PLEASE REFER TO SHEET'SW-1B FOR LOCATION OF THE RISER STEPS / ° ° ° ° ~ ~ 4dITH NCDOT STD. 840.6. / / i i
° iW'EIR AND SHEET SW-1C FOR DETAIL, 1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST ~ I / ° SEDIMENT '°°°,°oQO~~o°a / / /WEIR ~~~a~1.r- , ~ ~ ~ ~ ~ MAIN PDUL j/ / l /l ~ ~ I ~ ~ % l ~ I. I ~ ~ ~ /35 LF ('MIN), , NORMAL WATER SURFAG`c~ w LL. 673.50 / / ~ ~ ~ } ~ l ~ ~ Q p ~
MONTHLY: - FOREBAY ° ° oo ° /35 L T AS THE ~ / ~ THE 10'Lx10'Wx42" THICK CONCRETE ANTI-FLOTATION BLOCK SHALL BE PRECAS - s ° ° ° ° ~ o °a,° ° ° o ° ~ 4. ° ° - / / / ~ , ~ SURFACE AREA = 37.880 SF / l ~ l I ~ / J / ~l f I ~p
r o°° / D BASE OF THE RISER BOX DURING FABRICATION, THE PRECAST BASE SHALL BE SEDIMENT ACCUMULATION EROSION I / ~ ° / EXTENDE INSPECT THE WET DETENTION BASIN SYSTEM FOR , oo ,oeo / /
INCLUCED AS PART OF THE SHOP DRAWINGS THAT IMLL BE 5UBMIITED TO THE ENGINEER FOR - TRASH ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION. I I / ° o° ° ~aa a° ° = a / ~
' ITEM 2 ABOVE. IN LIEU OF A PRE-CAST BASE, THE CONTRACTOR MAY OPT TO - s. ° p0 oaa,°oa°° / r ~ REVIEW (5EE ) ~ ~ _ _ - 7AlI0N BLOCK iN THE FIELD. HOWEVER, PRIOR TO CONSIRUCIING SUCH THAT THE DRAWDOWN OF I INV. IN = o ° o / fNV. i CAST IN PLACE THE ANTI FLO CHECK AND CLEAR THE ORIFICE OF ANY OB5TRUCTTONS / ~ INV. ouT J _ _ ~ - j / / / ,EL 6$7.50 " _ _ _ ~ ~ / l ~ ~ ~ / i / w U
~ ONTRACTOR SHALL SUBMIT SHOP DRAWINGS TQ THE ENGINEER ESIGNED, ' ~ln. EL. 668.00 ° ° ° ~a° Do a° e ° ° / ~ ,EL 6~ THE CAST-IN-PLACE BASE, THE G THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS D r I ~ i / ~ ~ / / ~ I 1 i l ~
/ / rOR REVIEW DENOTING THE FOLLOWING: ~ ~ I I - SIMMEDIATELY. RE-SEED THE EMBANKMENT TO MAINTAIN GOOD / ~ ~ 2. REPAIR ERODED AREA n I` _ ° I / /
~ A. MINIMUM TEMPERATURE AND SHRINKAGE STEEL REINFORCEMENT VEGETATIVE COVER. MOW VEGETATIVE COVER ON EMBANKMENT TQ MAINTAIN A MAXIMUM HEIGHT - ON ~ ~ L ~ / ~ / , ~ ~~i~/`-- ~ ~ / / / l ~ 1 / / l l l a
B. THE CONNECTION MkCHANISM TO JOIN THE ANTI-FLOTATION BLOCK W(1N THE RISER 5ECTi pF SIX INCHES, REMOVE TRASH AS NEEDED. - - I I_ I I / V~ \ ~
- HALL BE ~ ~ I I I I 5. THE RISER BOX JOINT DESIGN SHALL CONFORM TO ASTM C 478. THE JOINTS S 3. INSPECT AND REPAIR THE COLI_ECT10N SYSTEM (I.E. CATCH BASINS, PIPING, SWALES, RIPRAP, \ \ ' , ~
' ALED USING BUTYL RUBBER SEALANT CONFORMING TO ASTM-990. THE CONTRACTOR SHALL ~ ~ ` I - I I r SE BOTH THE INSIDE AND .OUT5IDE KITH NON-SHRINK GROUT. ETC.) QUARTERLY TQ MAINTAIN PROPER FUNC110NING,
PARGE JoiNTS oN - - Ir ~ ~ ~ 1 V ° ~ ~ / .
S ON THE 4. REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ALONG THE DAM ~ r \ ~ / 7""` / 6. IF THE ANTI-FLOTATION BLOCK IS PRECAST AS PART OF THE RISER BASE ECTI , EMBANKMENT. ' ~ ' ~ \ _ ~ / - I ( ~ l
ENURE PRECAST RISER BOX STRUCTURE SHALL HAVE A SHIPPING WEIGHT OF 67,684 LBS. THE / _ STRUCTURE WEIGHT SHALL BE THE SHIPPING WEIGHT AND SHALL BE DETERMINED BY SUBTRACTING 5, REMOVE INVASIVE AND DEAD VEGETA110N IN THE LITTORAL SHELF AND REPLANT AS / ~ ~ ~ ~ / ~ ° _ ~ 1
T F THE FACTORY BLOCKOUTS FROM THE GROSS STRUCTURE WEIGHT. THIS ~ - THE 'NEIGH 0 NECESSARY. , T'~ v ~ ~ _ _ 1 I I _ - ,TOP of oAM = 6ao.DO _ - I I
INFORP~ATION SHALL BE SHOWN ON THE SHOP DRAWINGS 5UBMITTEQ TO THE ENGINEER FOR .REVIEW. IF THE CONTRACTOR OPTS TO CAST-fN-PLACE THE ANTI-FLOTATION BLOCK, THE 6. REMOVE ACCUMULATED SEDIMENT FROM. THE WET DElEN110N BASIN. SYSTEM SEMI-ANNUALLY i ~ / ~ ~ J \ _ \ \ 1 o a-FT. WIDE MIN.}- - - ~ I l ~
d AC70R SHALL ENSURE THE WEIGHT OF THE ENURE RISER STRUCTURE IS EQUAL TO THE ~ 1` ~ / COP TR 0 WHEN THE DEPTH IS REDUCED TO 75% OF THE ORIGINAL DESIGN DEPTH. REMOVED SEDIMENT / / R ~ /
UI~ LISTED ABOVE. ~ / / ~ MINIM SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER ~ ° / / / 11 1
THAT WILL NQT ADVERSELY IMPACT WATER QUALITY (I.E. STQCKPIUNG NEAR A WET DETEN110N ~ , ° i / 7. PRIOR TO ORDERING, THE CONTRACTOR SHALL SUBMIT TRASH RACK SHOP DRAWINGS TO THE IN OR STREAM ETC.. - ~ / \ ~ ~
AT N CC SS HATCH IS PROVIDED WITHIN BAS , ) ~ ENGINEER FOR REVEW. CONTRACTOR SHALL ENSURE TH A A E A OW FOR FUTURE MAINTENANCE
THE TRASH RACK (SEE DETAIL FOR LOCATION} THAT WILL LL ~ _ LOCK FOR SECURING THE ACCESS 7. PERFORM ANNUAL INSPECT10N OF THE POND (ANNUAL INSPECTION REPORTS TO BE KEPT BY ACCESS, CONTRACTOR SHALL ALSO PROVIDE A CHAIN AND
THE OWNER .PRIOR TO INSPECTION, NOTIFICATION MUST BE GIVEN TO CITY OF CHARLOTTE STORM HATCH, ) ~ ~ ---""'.Z~ WATER SERVICES. - _ ~ /
OTHERWISE NOTED. ~ / / / 6, ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY) UNLESS _ / / /
LOCATION OF VERTICAL ' ° - / / / /
~ 9. GEGTEXIILE FABRIC FOR THE 48"6 OUTLET BARREL JOINTS- SHALL BE MlRAFI 180N OR ~ SEDIMENT DEPTH MARKER ~ ° / / / - - ~
ENGINEER APPROVED EQUAL (NON-WOVEN FABRIC), 1. TESTING OF THE NEW FILL MATERIALS SHALL BE PERFORMED TO VERIFY-THAT THE SEE GENERAL NOTE 7}-- _ - _ - - ~ , / ~ - RECOMMENDED LEVEL OF COMPACTION IS ACHIEVED DURING CONSTRUCTION. THEREFORE, ONE (
0 N IS ViA AN 8"~ PLUG VALVE, THE VALVE S UARE FEET OF AREA FOR EVERY LIFT ' ~ - ~ s / / / 10. STOftMWATER iVET POND EMERGENCY DRAWD W DENSITY TEST SHALL BE PERFORMED FOR EVERY 2,500 Q
- E M?xH STYLE 820 X-CENTRIC VALVE OR APPROVED EQUAL THIS VALVE IS IN OF FELL, ~ ~ - - ' - / / ~ SHALL BE A _ ANCE !'JfTH AWWA C-504 SEC, 5.5, AND SHALL BE OPERABLE FROM TOP OF OUTLET ~CuORD 8" PLUG VALVE. THE VALVE SHALL BE A ~ ° / l l ~ 1 PERMANEN`~OUT,~~T STRUCTIIRR~ r._ _ - \ \ ~ ~ ~ ~ / - I ~ ~ ,
M&H STYLE 820 X-CENTRIC VALVE OR` ° ~ r„ / / STRUCTURE VIA A HANDWHEEL (SEE DETAIL SHEET SW-1B). THE CONTRACTOR SHALL PROVIDE A 2. TESTING WILL BE REQUIRED ALONG THE 48"~ O-RING OUTLET BARREL AT A FREQUENCY OF ~ / / / SHAPE = SQUA \ ~ ~ i / INTERNAL DIMENSlON5 = 8 FT. x 6 FT. r- ~ V A ~ ~ ~ - ~ f
REMGVEABLE VALVE WRENCH WITH A HANDWHEEL ON TOP FOR OPERATION OF THE 8"'~ PLUG ONE TEST PER 25 LF OF PIPE. PER VERTICAL FOOT OF FILL. `APPROVED EQUAL. THIS VALVE SHALL BE IN . - ° ~ ~ ° / / ~ ~ r ' TOP OF R{SER = EL. 677.5(Y~ ~-~A ~ ~ ~ ~ ~ ~
L VALVE. A CHAIN AND LOCK SHALL ALSO BE PROVIDED FOR SECURING 1HE WRENCH TO THE ACCORDANCE WITH AWWA C-504 SEC. 5.5,_ ° / ~ TRASH RACK. 3. TEST OF THE DEGREE OF COMPACTION OF THE PLACED FILL IN THE DAM SHALL BE ~ AND SHALL BE OPERABLE VIA A HANDWHEEL , ° / / / ~ i INVERT iN (3.0"~ SIPHON) = EL. 673.50- ~ ~ \ ~ r ~ / ~ / / / / ~ ~ ~ ,INVERT OUT (48"4 0-RING RCP) = EL. 60?.0a%'~ , j \ \ \ e = . ~ _ ^ ~ ~ ~ - -
U LITY CONTROL PROGRAM FOR THE ~ ~ -r ~ / PERFORMED AS A PART OF THE PERMIIZEE S NORMAL Q A /
- CONSTRUCTION OF THE DAM. TESTS SHALL BE CONDUCTED CONCURRENT WITH THE INSTALLAITON v ~ ~ L " OF COMPACTED FILL AND THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF 1HE DAM SWIM ~UFFE / / ~ ( / / VA VA~~~. _ V ~ ~ _ ~ ~ /
8"4 DIP ~ 1.5% r\r ~ ~ SWIM UFFE~2 CMriotleddeclrtenburg SO THAT TESTING CAN BE COMPLETED. SHOULD THE RESULTS QF THE TESTS INDICATE 1HAT THE - ~ ` / ` s / . / r. / 96 LF 48°st 0-RING RCP 1.0 ~ ~ - ~ ~ \ 1 1, . .
N T N TAINED• THE PORTIONS OF THE DAM / ' / _ ~ ( ~ SPECIFIED DEGREE OF COMPACTION HAS 0 BEE OB ~ ~ / / / / / f (JOINTS WRAPPED IN GEOTEXTILE FABRIC}~ ~~\\'~V'~ ~ ,tiv~~~ - ~ V ~ - ~ v 1 ~
REPRESENTED BY SUCH TESTS SHALL BE REWORKED OR REBUILT. ALL PORTIONS OF THE DAM \ / / / - ~ ~ ~ , •sServlces•~ SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF COMPAC110N, r- /
~.,~.__.._..__._._.~___._...._~~,.~.._..w:~....._~....~M_~._..._..._.... - ~ ~ ~y R®t~er~Zr~~ NO:U~ S~~ 6B, 26'f0' \ / ~ - ~SEEPAG~E DIAPFIR G ~ l I ~ t---_ _

n ~ ' Wei Pond _ : ` ~ ~ ~ / (SEE DETAIL SHEET SW A, . A\ j ~ / / ~ ~ ilk _ _ ?~/ii t ! I I}1 ~1~+~ ~ ~ I ~
n ~ I I N N E AND INSP C110NS OF THIS FACILITY SHALL BE THE RESPONSIBILITY I ALL REQUIRED MANTE A C E
~ ~1IV01' LBCtClltl Phase fi CUTED OPERATION AND MAINTENANCE FORA PRB-GON~TRUCTI01'~ 3UIBETINC i p t PrOJ@Ct~alTle. ~ OF THE PROPERTY OWNERS ASSOCIATION, PER THE EXE AGREEMENT FQR 1Hf5 FACILITY. 43 HRS. PRIOR. T`OANY LAND r - I iiii ' i r/ - s ENDWALL PAR NCDOT STD. 83.80 I . J t r'jj / • \ ~ / {SEE DETAIL SHEET SW-1C) III /~C 1(I ~ I
~ ~ Ise Uu(iCG I~: QISTURB1f~G ACTI'JITY CONTACT: ~ v ~ I I ~ \ /1 1NV~ OUT (48"~ 0-RING RCP) = EL. 666.OG I / ~ ~ - - ~ " / / ~ v ~ l
3 ~urrace Area s , 37,88fl f - ro i" r l/ ~j/~~~~ ~.~.v" ~ .~/l~~ / ( ~ I 1111 .~1 ~ ~ ~ /I
a ~ aina e Area ecres : 3~.3 err// vvvvA l 1 I v _ ~ ~ v ~ \\\~~```~.°~,~J ~ ( I~``' , . \ _1 \ ! ~ ~ PROTECT N0, IBC-OHO3O v
~yRe~b~~~ia~6: ~t~~. ~S~p Ga, 2~~~ v ~ Land UselDeVela went T e: OffiGe l Warehouse ',--'may, / \ I I I l\ . \ ~ - ~ I \ \ _
` ' wilt- on Area: 61°l0 - ~ n rercentB U ~ ~
- Permanent Pool De th ft.: 6.5 - ` ~ / , . _ _ , ~ R1P-RAP ~APROt~ i ~ _ _I DtstcrrEn ax: SOD
a Foreba Permanenf Pool De th tt.: ~ ~6.5 \ \ \ / r) O.,i ~ NCDOT CLASS ~8y \ \ \ . , ` - \ 4
_ - \ adinnu~ua i11A1G'~lCIMIC~ 3t1'IYd9~tUY99" V A •l,( ?RASYNBY: inr~
Plow Dive ter Present Y/N : i wa -4 r - ( (SEE DETAIL SW-18)
Regulated By. PCCQ - Central Catawba SCALE: 130'
n Treatment Effectiveness: TSS Only GRAPHIC SCALE DATE: 7-17-2009
NC State Plane ..X eastin 1416291 EXISTING WETLANDS 30 0 15 .30 . 60
TO REMAIN SHEET NO
NC State Plane Y northin : 528701 NCDO 'SW-TAl i inch = 30 ft,
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION laMcADAMS

E _ ~--___v_._ ~
I ; ~ r`~' ~ I . a~ ~ u~ ~ E ~
I, ~ ~ Ca W ~ ~a a~,r~,:-~b'u ,6 Pc 4^ ,r;. ~ v..~L, Ly ~ ~ h-i ari y GA
fx { TGP of DAM = 6ao.Do t sr + r~i t°°^^ o ~ ~ ~z
~ W-1 10.0-FT. WIDE MIN. TRASH RACK (SEE DETAIL SHEET 5 C} P. ~ v "4
APPROXIMATE EXISTING TOP OF HANDWHEEL TO EXTEND H ~~Hp
1-FOOT ABOVE TRASH RACK GROUND SURFACE COMPACTED BERM SECTION ~~~z w.~~
{SEE SHEET SW-1 A} ~ ~ U ~
~ ~z ~ 0 8 ~ PROPOSED GROUND SURFACE n ~ ~ a ~ B
TOP OF ~ PROPOSED GROI pAM = EL. 6x0,00 T CONSTRUCTED IN 3 - ~ ~ ~~o
CONCRETE COLLAR (0 BE 1 3 THE FIELD BY THE CONTRACTOR -SEE 1 iy,~M.1' U a `~G~7~
DETAIL SHEET SW-1 C) - - W ~ ~ `C7 ~i ~ G?
TOP OF RISER = EL. 677.50 - - ti e ~ ~
MINIMUM t _ M(NEMUM 1' ENDWALL PER NCDOT STD. 838.80 ~ ~ a
WATER SURFACE = EL. 673,50 OF COVER 10 - NORMAL - OF COVER w W (5EE DETAIL SHEET SW-1C) ~ o ~ z
3.0 4 PVG SIPHON - ~ ~ RT = 673.50 _ INVE ~ o ~ l l ~ - - ~ ° ~ ~ ~ ~ ~ RIP-RAP APRON 0.r ~ ~
SIPHON TO EXTEND 6" FROM ~r ~ - - NCDOT CLASS "B" b ~ ~ ~ ~
EDGE OF RISER AND ELBOW 90' .o., ~y 70 6" BELOW NORMAL POOL MINIMUM DIMENSIONS: 30'LX42'WX22" ~ ~ ~
96 LF 48"~ 0-RING RCP ~ 1.0% (SEE DETAIL THIS SHEET) W ~W~y ~
a q:6 a q. 4 aq a as ' a a d 9 1~~~~q .
a ~ ~ :d •a' a.'. .a qA ,q d~ nq a. 'aa' d a.' .Q a. .a'.d .a' " e ~.q--..:.,,. ? q q :4 d~ .a ..a 4•.. a a ,aa. ~ a < ~ q~"a Q' a'a~ e . ~ a ~ r~--i a ° a e ~ 4
o .O a. Q. d q.. e a a' q q ? a a. d a q, ~ , a 4°' a. q INVERT OUT EL. 667 0 ~ ~ • ' a ` q~ ~a
' a 'A dq ~ a a q Q: •'4 4 .+4i 4 V 'a• • q q. a ~ ' ' 4 G _ 5 a a ~~~yi~ut~R~hY~
fi ' 4 a ' A • 4 . al • q' ~ ~ CAr;~ ,
~ ° • ' ' p . a a INV. OUT = 667.00 1 1 ~ • ' a • 1 CONCRETE CRADLE o a P a D .''~t7 ,'~`V,SS/~' v~
1 • . 'Q ' ~ ~ ~ (SEE DETAIL SHEET SW-1 C} ` y ~
NON-WOVEN GEOTEXIILE FABRIC SHALL SE ~
8° PLUG VALVE. THE VALVE SHALL BE A ~ ~ PLACED AROUND EACH JOINT OF THE 48"~ SEEPAGE DIAPHRAGM INV. OUT = EL. 666.00 ~ ~ 4 (SEE DETAlL SHEET SW-1 C) 4
~ M&H STYLE 820 X-CENTRlG VALVE OR 0-RING RCP BARREL IN 2' WIDE STRIPS
APPROVED EQUAL THIS VALVE SHALL BE CENTERED ON JOINT, IN ACGORDANCE WITH AWWA C-504 5EC. °,F,~''~.~INE.. ti~
OP KEY TRENCH 5.5, AND SHALL BE OPERABLE FROM T <<y~111It111~Y\
CF OUTLET STRUCTURE VfA A HANDWHEEL, {SEE SHEET SW-1A FOR NOTES CONCERNING KEY TRENCH AND EX(ST1NG TOPO
w
R
_ - `~q
N.T,S.
"

10.0' CONCRETE
8" PLUG VALVE. THE VALVE SHALL BE A ANT!-FLOTA110N
M&H STYLE 820 X-CENTRIC VALVE OR 7.0~ BLOCK APPROVED EQUAL THI5 VALVE SHALL BE IN TOP OF DAM = EL. 680.00
~ ACCORDANCE WITH AWWA C-504 SEC. 5.5, 6.0"
AND SHALL BE OPERABLE FROM TOP OF & OUTLET STRUCTURE VIA A HANDWHEEL.
CONTRACTOR SHALL PROVIDE A MEANS FOR OPERATING THE 10 p
NOTES; 1. TRASH RAGK NOT SHOWN FOR CONTRACTOR SHALL PROVIDE 3' VALVE FROM THE TOP OF THE BERM. PRIOR TO AQUATIC SHELF
ARITY. ~ ` q' ~ a 'a;"'.., ' ; 'a• d STEPS 1N ACCORDANCE WITH GL , . 9 . • . : . " NCDQT STD. 840,66. STEPS a FOREBAY BERM CONSTRUCTION, THE CONTRACTOR SHALL PRO~iDE THE (SEE SHEET SW-1L5) ~
Q ' 0' BLOCK TO '.A A ~ SHALL BE PLACED AT 1fi" O.C. 2. CONCRETE ANTI-FLOTAII N • DE5fGN ENGINEER WITH SHOP DRAWINGS FOR REVIEW
. •a • (SEE DETAIL SHEET SW-1C) BE PROVIDED WITH MINIMUM . , o
TEMPERATURE AND SHRINKAGE STEEL • . ~ .Q HEADWALL REINFORCEMENT, a INLET TO POND TOP OF HANDW TOP OF HANDWHEEL TO EXTEND ~-3•-
1-FOOT ABOVE 1-FOOT ABOVE BERM 1I ~
3. CONTRACTOR SHALL CORE--DRILL THE _ Q~
HOLES FOR THE 8"4 DIP PIPE AND 3"~ ENERGY DISSIPATOR SIPHON IN FIELD, PRECASTER SHALL OMIT ~ 'a' 48"~ 0-RING RCP 35' WEIR U p ~
q REINFORGEMENT iN THIS AREA. a a INV = EL. 667.00 INV. = EL. 673.50 a ~
CTOR SHALL SEAL THE PIPE ci >7 4. CONTRA " ~ FLOW--~'- r~ ~
~ PENETRATION FOR THE 8 DIP USING A ~ DF FOREBAY BERM = EL. 674.50 ~ ~ ~
RUBBER BOOT AND STAINLESS STEEL TOP OF FOREBAY BEI ~ HARDWARE. ~x
w q NORMWAL WATER SURFACE = EL. 673.5 EL. 673.50 NORMAL WATER SURFACE = EL. 673.50 ~1. j Q
5. PRECASTER SHALL PROVIDE A BLOCK 8" ~ DIP 1RASN RAGK 2 OUT FOR THE 48"Sb 0-RING RCP (SEE DETAIL SHEET <a . q• ~ O C7 2 2 2 ---10I ~ i f.., U z NCDOT CLASS "B" RIPRAP I ~ I L
SW-1C) q'. ° ~ ~ 1 FOREBAY FOREBAY 1~ ~1 15" MIN. DEPTH .MAIN POOL 1~ <C
a q, -
4 a . a q , . Q d . • ° • , a CONCRETE COLLAR - -
d. ~ ' , (.TQ BE CONSTRUCTED 1N ~ ~
FOREBAY DRAIN INV. THE FIELD BY THE TOP OF HANDWHEEL TO EXTEND CONTRACTOR - BAY DRAIN INV. = EL. 668.00 33 LF Ip ~ 1,5% s ~ ~ FOREBAY DRAIN INV. = EL. 667.50 MAIN POOL INV. = EL 667.00 W U
1-FOOT ABOVE TRASH RACK SEE DETAIL SHEET SW-1C FOREBAYINV. = EL. 667.D0 _ _ _ _ _ z
- _ _ o DI I.. =1 I I 1 I DI ! 1=1 I ID G l= ~ _ _ - ~
- ail. ~ i ~ I ~ ~ ~ 8" PLUG VALVE. THE VALVE SHALL BE A
M&H STYLE 820 X-CENTRIC VALVE OR
7.0' 7.Q CONTRACTOR SHALL PROVIDE CONTRACTOR SHALL PROVIDE APPROVED EQUAL. Thi{S VALVE SHALL BE IN
STEPS IN ACGORDANCE WITH STEPS IN ACCORDANCE WITH ACCORDANCE WITH AWWA C-504 SEG. 5.5, AND SHALL BE OPERABLE VkA A NANDWMEEL..
6.0' NCDOT STT3. 840.66. STEPS 6A' NCDOT STD, 840.66. STEPS '
SHALL BE PLACED AT 16" O.C. SHALL BE PLACED AT 16" O.C, -1C (SEE DETAIL SHEET SW-1C) (SEE D~TA1L SHEET 5W )

N.T.S,
TOP OF RISER = EL. 677.50
" 6" MIN, WALL
6" MIN. WALL THICKNESS (TYP.) CKNESS TYP. THI ( ) a
a , . 3.0 ~ PVC SiPHO
INVERT = 673.50 CONCRETE COLLAR a
° a~ (TO BE CONSTRUCTED IN T1iE FIELD BY THE
3.0"~ PVC SIPHON CONTRACTOR - g
fNVERT = 673.50 a SEE DETAIL SHEET SW-1 C} NGDOT CLASS "B" RIP-RAP
a a ~ d 30'L x 42'W x 22" THICK
Q ~ a a 35 LF MIN
GUIDE STEM (TYP) A A
n TOP OF HANDWHEEL = EL. 675.50
Q 8" ~ DIP TRASH. RACK 48"d 0-RING RGP 42'
48"4 0-RING SEE DETAIL SHEET SW-1G ~ INV = EL. 667.OD TOP OF BERM - EL. 674.50 s ( ) Q o
RGP WEIR INVERT = EL. 673.50 ~ ~ 1 ~ FLOW 2 ~ ~ ' ' ~ Da ~ 48"~ 0-RING
00 8 ~ DIP DRAIN ~2D D D2 O~D RGP ~
o ~ INVERT = 667.25 d ENDWALL PER 30' ~i
~ ' ~ I-I I- NCDOT STD. 838.80 PLAN
h ° . a ~ { (SEE DETAIL SHEET 22" LAYER OF ® I SW-1C) 48"d O-RIN CLASS '8' RIP-RAP ~
a • • d u': ° •Q. ~ ° FOREBAY DRAIN INV. = rL. 668.00
q , p , q 4• ° • . a : • S 4 DIP TRASH RAC Ilq', a; • . aq' BOTTOM QF POND = EL. 667.OQ ~ '4 q. , ~ . • a• ; • e (SEE QETAIL SHEET 5W-1C) • .,q, .a • ' a a • d; .Q• a". a x RCP ~ Y
O ~ a q d" ~ a' ' q ~ $ a•, N 1 FT. A 1 FT. ABOVE ~ I I ~jr- . ~ ~
' Q" ~ ' ' FOREBAY a d' , . ' U ~ q • . - 'q • ~ . • • ' 4 • ' A . :d. ° n ' • 8"4 DIP FOREBAY DRAIN FOREBAY BOTTOM ~ ~ 4" FILTER BLANKET
SECTION R-A
N • ' NCDOT CLASS °8° RIPRAP NOTES: FILTER BLANKET (SEE NOTE} ,r
15" MIN. DEPTH 1. A FILTER BLANKET IS TO BE. INSTALLED BETWEEN
s Q caNGRETE (d50 = 8") THE RIP RAP AND SOIL FOUNDATION. THE FILTER ~ BLANKET WILL CONSIST OF A MINIMUM 4" THICK ~ ~
ANTI FLOTATION LAYER OF STONE (#57) UNDERLAIN WITH ~Iio~ECT No. [BC-Q803C
BLOCK 10.0' GEOTEXTiLE. ~N~. I BC08030-SW1
N GONTRAGTOR SHALL FOR 10'0 R' ~ INVERT OF RISER STRUCTURE
70 DRAIN POSIITVELY TO CONCRETE 8" PLUG VALVE, THE VALVE SHALL BE A .DESIGNED BY:' ~Cp
iidvFRT OF OUTLET BARREL ~~N ST'S F Ran x-cFNTRI(: VALVE OR ANTI-FLOTA110N i inn e
vnnntr pl:
2 USING NON-SHRINK GROUT APPROVED EQUAL. THIS VALVE SHALL BE IN ACCORDANCE WITH AWWA C-504 SEC. 5.5, Scam: N.T.S.
M AND SHALL BE OPERABLE FROM TOP OF OUTLET STRUCTURE VIA A HANDWHEEL. 9-7 QU= BARREL ' I ATO DAB, 7-10-2009
rj E
c N.T.S. NAND.T.SWEIR DETAILS N.T.S. SHEET No.
0
O Pgay{- , : STRUCTURE DETAILS
a N.T.S. MMcADA
L DRAWING NOT RELEASED FOR CONSTRUCTION FINA
m

NOTES: B'-1" ~ ~
~ ~ ~ GRADE 8 STAINLESS STEEL CONCRETE 1. ENDWALL SHALL BE CAST 4MT}i 4" 4'-11. " 0.. 1=+ WEEPHOLES AS SHOWN IN THIS DETAIL
~ d ~ LAG SCREW FOR THE SEEPAGE DIAPHRAGM OUTLETS. ~
~ i- q :4.' C.7 -o NOTES: e(~ ~ . ~ ~ ~ ~
~ THIS PRECAST ENOWALL IdAY 8E USED fOR THE FOLLOWING W ~ C~'3 U o 2. 4" WEEPHOLES TO BE PROVfDED WITH ~ ~ ~ VARMIT GUARD ON DOWNSTREAM S{DE (Y4" 48"~ a
~ ~ CJ ~ Wt {FT.) D S STANDARDS: 838.21, 838.27, 838.33 AND 838.39, ~ Q d ~ ~ ~ n ~~4~ I INSTALL PRECAST ENDWALLS WITH WINGS AND PAY ~ ~ e z MAXIMUM OPENINGS). VARMINT GUARD 0-RING " ° '
~ ~ p ~ j FOA IN ACCORDANCE WITH SPECIfiCATION SECTION 638. ~ U 4 ~ ~ 12" X 3" X GALVANIZED STEEL STRAP SHALL BE HAVILAND BRAND STEEL FINGER 4"q, PERFORATED ADS RCP U ~ TYPE OR ENGINEER APPROVED N-12 (CAPPED ON ~ ~ ~ ~ ~
~a ~ <`r ~ I usE aooD Pss coNCaeTE. 4 PER MANHOLE JOINT) rn ---._-.~._.._.___r ETS ASTM A615 F^'S ~ uJ ` . ( ~ T t.G"i i i' 0++ PROVIDE ALL REINFORCING STEEL WHICH ME EQUIVALENT. UPSTREAM END) SPILLWAY
- CA ~ CD ~ AND WELDED WIRE FABRIC CONFORMING ~ N" L>.. O ^U ~ ~ ~ p .D - li FOR GRADE SO CC ~ ~ FILTER DRAIN PIPES
- TO ASTM Ai 85 WITH 2" MIN. CLEARANCE. ca°~na 3, NOTE: RISER JOINT TO HAVE AN 0-RING ~ ~ ,~1`~ W ' ( _ _ o I ~ PLACE Llfr HOLES DA PINS IN AccaRDANCE WITH ~ ~ ~ GASKET (ASTM C-443) AND BE MADE r~ "~i ~ U ~
• ~ ~ ! _ ~ -W~ ! ~ Hz osHA srANDARD tszs.7Da. N o., a WATER TIGHT WITH ANON-SHRINK ~-H i ~ ! ~ ~ Hz ~ I * PIPE To BE GROUTED INTO HEADWALL AT doe sITE BY , o CEMENTITIOUS GROUT ON THE INSIDE AND ~ caw U o ~ ~ O g°_p" W ~ ~ G
~ , tIi ~ ~ _ CSIRCP ( - H1 ~ H1, ~ CONTRACTOR OUTSIDE. ~ ~y i ~ ~ 1 ( * ALL ELEMENTS PRECAST TO MEET ASTM C913. U
i ! i { ~ WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR 7" Q'i
~ i ~ 1-~.~ - - - _ AS LONG AS THE SAME AREA OF STEEL IS PROVIDED. ~ u a _ _ - - - -'---i 1"•0"j * CHAMFER ALL CORNERS 1 OR NAVE A RADIUS OF 1 , ~ $ a ~ ~ ~ °

' 8" O, C • (TYP 8 -REFER TO CHART it1 j;t Ci V' J.i 0 ~ d ~ ~
# ~ y REFER TO CHART fDA BAR SIZE NOTE: TffE MINIMl1M BAR SIZE SHALL BE #5 BARS ~ ~ o FOA BAA SIZE AT 6' CTS•THE CONTRACTOR WILL HAVE THE OPTION O " N.T.S. ENDWALL PER NCDOT STD. 838.80 - N0. 57 WASHED STONE ~ ~ o
~a ~ ~ TO INCREASE THIS BAA SIZE AS NEEDED. W. ~ 6t (SEE DETAIL THIS SHEET) MODIFIED ENCASED IN NON-WOVEN ;ti a+ ~ °i ~ TO fNCORPORA'~E 4" WEEPHOLES FILTER FABRIC (MIRAFI ~ ~ ~
180N OR ENGINEER ~
7 H _ H ~ r cn ~ ~ H 9.66' m z I4~lS _ ~ APPROVED EQUIVALENT) ~ ~ ~
ND~IAI.L ~TI~NS _ ~ a. ~ PROPOSED GRADE ~ ~
T. ~ MINIMUM MIN.IfdAx, ' MIN, {MAX, MIN• 1MAX. ~ MIN, IMAX,~ MIN.IMAX. ~ - ~ ~ T> W2 (F ~ F7, H2(FT.) D (FT.) W1 I W2 ~ h
3 ~ ~ a ~ ~ PIPE DIR. BAR SIZE H4(FT.} i 7 ~ 5.50f6,00 ~ ~ 5.80 END4~lALL PER NCDOT STD. 48"4~ 0-RING RCP 'a"
~ ~ 1.0 #5 @ 6" 1.2512.00 1 2_0013.75 1.25(1 J5 ! 3.0013, 5 ~ ~ 838,80 (SEE DETAIL THIS
y " C7 ~ ~ i~~> #5 @ B" 1.2512.00 3.0013,75 1.2512,00 ~ 3.50/$.75 6,50/6,75 1.25 ~ ra ~ ~ I~ - _ - j.,. ~ ._1. " 1.25 2.00 .3.0018.25 1.5012.60 3.5013,75 6,50f6.76 ~ _ _ SKEET MODIFIED TO ~t------
+r .7 2.5o a.DO14,25 '~7.sa1e.25 r 1.93 ~ b ~ " i - - ~ ~ ~ 2.0 #5 @ 8 1.6012.50 ~ 4.0014,75 t 5I ~ ~ ,-i 1 I-„ I I- - INCORPORATE 4" WEEPHOLES CAt~O~%'+%! P 0~ SS ~i
~ ~ ~"i ~ 4,5 5,50 10,00!11.50 ~ ~ - _ _ m r-i i ID i - 1~ 2,5 #5 @ 8" 2,5013.50 ~ 4.0016.00 2,00(3.00.1 0 3,0 #5 @ 8 3,001 ! f'~ H 111_1 I ~ r ~ ~;e~oF~ v
'i ~ ° 3,506,00/6,00 2.7619,50 ~ 5.2515.75 j.-.,11,50(11.75 -a ~ =I 1111 {~7I ~ ~ : ~ s 1 ~x
as ! ~ i' " 4.50 6.0016.76 3.25(3,50 ~ B.OOj6,75 12.OO113~25 ~ ~ v7 # Ti 6 - l 3,5 #5 @ 8 3,251 _ i _ _ W = II o ~ ~ ~Q. _ _ _ _..--3.50^ 6.5016.75 113.00/13.25 ~ ~ (2) 14.14 LF u, 4 3
7 U7 4.0 #6 @ 8 .3.50(4,506.50/7,00 3.25} i q 2"X2"X1 4" ANGLE u~ f I 7.00 9.25 13.50/15,75 w / U~~'~NG ~ a
x T""' p~; 4,5 #5 @ 8" 4,00(5,00 i 6,50!3.50 3.25!4,00 I ! ~ #5 @ 8++ 4,50/5,00 17.0018,50 3.25/4,00 I 7,25!9.25 r 13,75/15,75 ~ 5.D 48"~ F,~~ ~ ' ~ 4;~ 0-RING RCP ~ ~ ~~''~.~~~E`R G,~~`
" 4.6015.00 7.5013,50 3.2618,00 7.2519,26 ~ 14.00/15.76 _ __L_._ -I-
a u ~ ~ 6.0 #5 @ 8" 4.5015,00 7.50/6,50 3.2514.00 i 7,75(9.25 18.7511fi.75 0,9T (TYP.) FLOW 83.5" ~~~rnnni<<'
SHEET 1 OF i
~ 9.66' 5.80' 1.93' ~ 9 SHEET 1 (}F i
~ ~ NOTES; ~a ~a ~ BAR. ~s ~R.
_ 1. ALL REBAR TO BE ~4 RE 2. ALL REBAR AND ANGLES TO BE o~ VIDEO WITH AN 0 BE 1' MIN. . ~
GALVANIZED AND BE PRO N,T.S. EPOXY COATING. D WITH AN
3. THE HOT-DIPPED, GALVANIZED ZED
2"x2"x1/4" ANGLES SHALL BE WELDED TO :WELDED TO 4"~ WEEPHOLES ON
THE REBAR TRASH RACK, ONCE WELDED, THE ENURE ASSEMBLY SHALL BE PLACED ~E WELDED, EACH SIDE OF 4"0 PERFORATED ADS N0. 57 WASHED STONE BE PLACED NO. 57 WASHED STONE SPILLWAY N-12 CAPPED ON
!H-}- ONTO THE RISER WITH ANGLES SITTING S SITTING ENCASED IN NON-WOVEN ENCASED IN NON-WOVEN ( w FILTER FABRIC (MIRAFI 180N UPSTREAM END) SPILLWAY
NUTES~ TEPS SHALL PROTRUDE 4" FROM INSIDE FACE OF STRUCTURE WALL. WN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED ¢Q3 DIRECTLY ON TOP OF RISER. F FILTER FABRIC (MIRAFI 180N 4"¢ PERFORATED ADS OR ENGINEER APPROVED FILTER DRAIN PIPES OR EQUIVALENT) N-12 (CAPPED ON EQUIVALENT)
A~~PS DIFFERING IN DIMENSIONS, CONFIGURATIDN OR MATERIALS FROM THQSE SHOEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS, ZiySU ST`- H DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRIT THE ENGINEER WiT ty_.10H~ UPSTREAM END) SPILLWAY ~ ~ `
N ?Qas 0.97' (TYP.) I' co ~ F1L TER DRAIN PIPES
~ ~QZ ~ P9 41101 1.' 1 ~ ~
i m ~ ~ ~°w THE BOLD DASHED LiNETYPE " 1' ~ w / FABRICATED HINGES FOR DENOTES THE ACCESS HATCH t A N.T.S. ~
1 v,F-- pa THE ACCESS HATCH t~~r_,~ TO BE PROVIDED BY THE
~ ~ TRASH RACK FABRICATOR
5/a` ~ ~ H-~ (SEE SHEET SW-1 A, OUTLET o..Q STRUCTURE MATERIAL ANCHOR TRASH RACK TO RISER WALL SER WALL
~ WITH FOUR EQUALLY SPACED HOT-DIPPE ~ SPECIFICATIONS, NOTE #7) s PLAN M HOT-DIPPE EACH CLAMP ~
SIDE GALVANIZED STEEL CLAMPS. EACH CLAMP 4"x1 /4" ~
PLAN SIRE ELEVATINN ATTACHED TO RISER BY 2-4"x1/4" ELEVATINN G' Q.. CONCRETE ANCHOR BOLTS EACH CLAMP :ACH CLAMP 71.5" ~.OTES: ~
W TO BE COATED W/ AN EPOXY COATING. {Y COATING. 1. TRENCH TO BE BACKFILLED AS SPECIFIED 1N THE ~
~ CAST IRAN I-- la vz' ~ ~ SPILLWAY PIPE SUBGRADE SUPPORT AND BEDDING SPECIFICATIONS. MINIMUM OF 2 FEET COVER MUST ~ O
z ~ ~ 1'-0` ELEVATINN (W , z.a7' ~ BE PRESENT ON 48"~ RGP BEFORE DRIVING OVER ~ ~
CAST IREN 3 d WITH HEAVY EQUIPMENT. ~.l ~ L~ 6.~ CONTROLLED LOW ~ ~ x
ELEVATIDN. ,y ~ 0.5' ~ ~ (2) 14,14 LF " -~,P STRENGTH MATERIAL 2. CONTROLLED LOW STRENGTH MATERIAL (CLSM) r~
2"x2"xt /4" ANGLE I3/Ib' Fa U 2.0 48 ~ O-RING (PLOWABLE FILL) SHOULD BE SUPPORTED BY BLOCKS ABOVE THE BASE ~ ~ ~
' #6 BAR tfR d ~ RCP (MODIFIED OF THE TRENCH SUCH THAT THE THICKNESS OF THE p O . ~ d ~ ` BELL & SPIGOT) CLSM iS AT LEAST 6 INCHES. ~ Z
1 ll4` ~ #B BAR R ~ _
1` 8 3/4' ~ ~ GALV D, Z ~ 0.75' ~ ~ d 1/4' POLYPR PY ENE i- 3. THE CLSM SHOULD EXTEND .ALONG THE SPRING ~ ~ W Q~~ ~ ~ • LINE OF THE PIPE.
PLASTIC ~ W 5ia' '~4.. C°®
~ 0.97' ~ ~ , 7 ~ : ~ 4. THE RECOMMENDED GOMPRESS(VE STRENGTH OF 4. .q . Y 1 THE CLSM IS 1500 PSI.
T H ~ I SIDE ~ Z 1 a: (MAIN.)
~ li2` SIDE N ELEVATINN ~ <G (IAIN.) ~ ~ ' W ~ . dom.. A.'. .a'r . Z c+ a YQ a +
N . ELEVATINN PLA ~ , ~ COMPOSITE ~ R w,. A d Q.
in REINFORCING STEEL ~1t 6"
#3 DEFORMED 7'73 STEEL ROD 1/4' NOTETO BE USED IN 1 ?F1 MIN
1P' SHEET lz` SECTION A-A SANITARY SEWER MANHOLES,
ELE__ vArlaN 840x66 ELEVATINN
41 ~ 'is11.~17?7°?7 ltl
T~A~H I~CK N.T.S. N.T.S. ~

N:T.S.
8"~ DIP DRAIN PIPE CONTRACTOR SHALL CORE-DRILL
THE HOLE FOR THE 8"~ DIP IN NOTE.
R SMALL i, ALL REBAR TO BE #4 REB THE FIELD. PRECASTE t TO BE #4 REBAR,
OMIT REINFORCEMENT 1N THIS ~ ° AREA
ME #6 REBAR PERIMETER FRA 0.94 7.0°
(CENTER TO CENTER) 3000 PSI CONCRETE COLLAR
" TH 'DAY STRENGTH i 3 ANCHOR DEP (MIN. 28 )
6" MlN. WALL 3" CLEARANCE ~ ~ ~
4" x 4" 6/6 WELDED WIRE THICKNESS ~ 4" x 4" 6 6 WELDED WIRE ~ a „ ° / ALL 8 PLUG VALVE. THE VALVE - 3" CLEARANCE TO TO OUTSIDE OF
FABRIC (EACH SIDE & TOP OF ° CTOR SHALL SEAL THE PIPE FABRIC EACH SIDE & TOP OF 6 MIN W CONTRA ( e Qd. SS SHALL BEAM&N STYLE 820 - CAGE) ATtON USING A RUBBER BOOT TNiCKNE X-CENTRIC VALVE OR OUTSIDE 4 REBARQ #4 REBAR ANCHORS #4 REBAR)
PENETR CAGE) AND STAINLESS STEEL HARDWARE APPROVED EQUAL. THIS VALVE CONTRACTOR SHALL s.. ' . • • •a`.'. _ • DRILL INTO PRECAST 5.5" CENTER TO
;,r ~ „ ' SHALL BE IN ACCORDANCE ~ ~ • ° • ~ • 3" CLEARANCE TO STRUCTURE WALL AND ' , CENTER -
• WITH AWWA C-504 SEG. 5,5, 'd a ° ~ ° AND SHALL BE OPERABLE 't ~ • • OUTSIDE OF ,;~4 REBAR} SET ANCHORS USING ~ • ' ' EPOXY GROUT
k 6" IYP. FROM TOP OF OUTLET ~ ( ) ° 6 ~ ~ ~ "
STRUCTURE VIA A HANDWHEEL. • 6 TYP. b a 1 ( ) > • 4$"~ 0-RING ~
2.03' ° a a 5.5 •y° ' 48"~ 0-RING ~ RCP 'd• RGP 6~
° a :a 2 LF ~ ° 2.80'
~ 8"~ DiP d
q :n o ~ • i .S d
x " • ~ < . --.,'d • • 12" ANCHOR DEPTH
y ~ ~ 4 2 LF 8"4 DIP 1.0 ~ t ` + ' i ~ `
` ~ . ' _d • . , y : • • ; • .d ~ ~4 REBAR ANCHORS. d ' ' CONTRACTOR SHALL DRILL
U 4 ° ° 8" PLUG VALVE. THE VALVE a ° CONTRACTOR SHALL SEAL THE PIPE m CONCRETE AN'll-FLOTATION INTO PRECAST BASE AND SET
~ 4" ANCHOR DEPTH ~ ~ SHALL BEAM&M STYLE 820 PENETRATION USING A RUBBER BOOT c CONTRACTOR SHALL 4 ~ ' ' X-CENTRIC VALVE OR 4d AND STAWLESS STEEL HARDWARE BLOCK ANCHORS USING EPOXY GROUT
} INTO PRECAST ~ a ° APPROVED EQUAL. THIS VALVE ~ ~ 5.2" L° DRILL . 5 2" 5.6~ 5.2° 3" CLEARANCE TO QUTSIDE OF CONCRETE ANTI-FLOTATION ~xo~cT No. {BC-08030
EXTENDED BASE AND SHALL BE IN ACCORDANCE ° 8"~ DIP DRAIN PIPE WWA C-504 SEC. 5.5, a SET ANCHORS USING ONTRACTOR SHALL CORE-DRILL WTH A #4 REBAR) BLOCK ~xna~, {BC08030-Sti'V1
ROUT C AND SHALL BE OPERABLE #6 REBAR PERIMETER FRAME ~ EPOXY G
0,94' THE HOLE FOR THE 8"4 DIP IN FROM TOP OF OUTLET U CENTER TO CENTER) THE FIELD. P~ECASIER SHALL STRUCTURE VIA A MANDWHEEL. DESIGi~D HY, ~C~ -
o, ~ THIS OMIT REINFORCEMENT IN r f DRAffPi BY: JCD ti 4~
AREA e~ ~ C S ' ,o , N u a.9. r' 9. p ~3~ ",~u~ rd '
R ~ N
0 DATE, 7-10-2009
AR SHALL BE CLASS 50 AND NOTE: #6 RLB OUR CONRNERS.
EMBEDDED 4 "INTO CONCRETE BASE ON F o . SHEET NO.
WELDED WIRE MESH SHALL BE 4"X4" 8 AND SHALL BEEMBEDDED ~ 2" INTO CONCRETE BASE AROUND PERIMETER OF BASE. ~
DETAIL N.T.S. McADAMS ;
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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vV.. ,t.,~..-,
v~ ~ ~ I~ 1. ~~~~~~11111111111~~ 11111 l 1 1 1 ~ J /
/ 11 ~ \ ° I \ \ \ ~ \ \ vv v ~ i~~I~1 1 1 1~ 111111 \ ~ ~ ~ ~ / ~ ~ ~
/ t \ \ ~ \ \ \ \ \ \ \ / ~ J A \ ~ V \ V A V A V A\\\vvv \ ~ ~ \ `-°'~w ~v ~~VA\11 11 \111111 A~ V 1 ~ ~ ~ ~ v v ~ ~~,v ~v`~ ~ \ \ \~~I 1 \111 1 1 V A \ ' ~ ~ ~ ~ Q ~ ~ ~ v~~~~'~\~~V~~\\V1~11~111111 11 \ \ ~ ~ I ~ I
l 1 / ~ / ~ t/ V v v \ \ VA VA\\\\vvv \
~~1 m / ~ ~ \ \ \ \ \ \
~V ~ ~V \ 1 1' ~~AVA\~~ \A11 ~ A ~ ~ ~ I I
~ vvv ~ \ I 1 ' - ~~:~\\VA\~ 1111111/ ~VI \I 1 VA A v i ` ~ 1 / , ~ ~
1 ~ ~ ~ vvv ~\.~1-~ ~ `v ~.~Ailll~`111111 VI 111 \111 \ ~ ~ ~ ~ 1 ~ l ~ ~ I I ~ ~
1 ~ \ A\ v v~11 j ~~~111~~1i~~A\\VA~\V~A\~ A ~ ~ ~~~~~1~~ I//~~ I ~ ~ ~
~ k r / \ ~ ,-710- - - ~C'` / ~ I ~ ~
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/
`12 9 W e,~.,; 'ate, ~ s / J / ~ ~ ~ 698
~ 1 rz~ ill i ( _V~ - 1 l ~ 1 - A -rte " _ o--- _ .r 1 1 ~ \ i~r / ~
~ 1 I 1 1 -4----1-1- 6 1 , ~ ~ ~ v~ - ~ / , / ,i / ~ / 1 ~
- U~A.SI~I 1 B~Y A S \ ~
/ l ~ 1 1 TOTAL AREA - 3,67 ACRES \ \ - - _ _ _ _ _ ~ ~ ^c _ ~
o k I i / I ONSITE AREA r 2.04 ACRES \ - ~ _ - - ~o,, fiT~-.~~I ~ jam,.. 5~ ~ j/r~~ J/ Jr~
1 / I I ~ \ ? _ ° , _ _ _ ° - - ~ ~ ~ / . ~ _ ` 1351, 0 ~ \ OFFSITE AREA 1. 3 ACRES . ~ \ \ - _ r _ - _ - I I 1111111 ~`I~-~--~~__ ~ \\~1 vvvv~w~~vv~vv~-_-- rrr~!^~~~^,/ ~
o) / / / / \ ° ~ ` l _ 700 _ - - ` _ _ ° ° _ y , r,.`C`~-- ~ s iii ~I):Bi~ ~F1~-tfl~'' ~ ~
/ l / / / / / i r / ~ / ,-~1U'°0\\E>"txtR~O;iT£~°=-~~°_
1 1 11. \ \ ~--675-- / '.r i
/ i ~ -j ° ~ 1 f I I ~ 1 I 1 1 V I I I ~v ~ ~ r,- ~ , r ~
/ f /f - - , , ° / I / / 1 ~ I, ( _ ` - - PaorECT xo. IBC-08030
~ ILL r } / - 1~ \ ~.6PERTY ~.11E~ ru.ExaME; 5 / ~ / ~ / ~ 1 1 ~ \ ~ ~ IBC0B030-POST k . ~
47 / / ~ ~ ' ~ ~ ~ ~ `\11 ~ f \ ~ DESIGNED EY: ~CD
--f' ~ - - I~ ~ ~ ~ ~ ~ 1~ 1/ ~~y\\~ A-~ ~ ~ ~ ~ ~ ` ` Dan~rr EY: JCD
\ PERMANENT \ _ _ _ / _ = T ~ I,,~j 1 ~ 1 V v ~ ~ d 1 (l ~ <A ~~?0 NT OF ANALY~iS scn~. ~ 1' ~ 70
~ ~ \ ono DETENTION ~ ~~s . - _ \ ~ \ EASEMENT' 'y" 1~ ~ \ 1 A~ ~ \~V~0 1 ~ ~y_ D@TE: 7-17-2009 ~ti
t 1 V ,1 \ ~~4'~~.\~' \ ~ ` ` ` nn~nrrrn nfi hTP h
6' \ 60 0 ~tcern~30 60 120 SHEET No. 120 -74-4- SWIE
00
00 \ r TO BY ~S S U l~BASl1V PAS 1 inch = 60 ft.
TOTAL AREA = 3.67 ACRES, yll , IN, fflMcADAM~
1 ~ \ ONSITE AREA - 2.04 ACRES, OM ~i U I MENEM= ACRES, OFFSITE AREA = 1.63 ACRES FINAL DRAWING NOT RELEASED FOR CONSTRUCTION
LID
0

~~___._....w___._____
SCAPE PLAN ~ ~ ~ i / , RMWATER MANAGEMENT FACILITY LAND STO I, ~ I -r-- v 1 r E , ,-a
, ~ II \ z~ I I' .~I''--~----- ~ ~ 65~.7C~E:y~. ~ !d~ ..fie t ~a_a::i ciy o-y !y i ~ C ~ ~
~ I, ih-
THIS Lr~NDSCPE PLAN DETAILS THE PLANTING SCHEDULE FOR THE INTERIOR OF THE STORMWATER MANAGEMENT FACILITY INS OF THE EXTERIOR OE THE FACILITY (IE. TOP OF DAM, DOWNSTREAM SLOPE OE DAM, CUT SLOPE ABOVE ONLY. PLANT _ ~ 10 ~
REDUCE DETAIL 30.17A AND 30.1IB. 11 ING SC TOP OF DAM. ELEVATION, ETC.} SHALL BE PER THE CITY OF CHARLOTTE SEED
NTROL DETAIL SHEET FOR FURTHER DETAILS. REFER TO EROSION CO I , 1 ~ ~ ~ ~ ~
i i ~ l-_ ~ ~ ~ ~ ~ ~ ~ ~ w • w
LEGEND I E ~ ~ r \ ~ ~ ~ ~ ~ ~ ~
PLANTING UANTITY ABBR. SCIENTIFIC NAME COMMON NAME SYMBOL SPACING MIN. SIZE j Q i ~ ~~r ~ I _ ~ ~ ~ ~ ~ ~ v 0 ~
AREA SF ' _ 1
2 DIA. X I + ) - 1 - f \ j~ w ~ 1 ~ `
1205 570 PC 0 ° ------_._____i P NTEDERIA CORDATA PICKEREL WEED + ` ' 18" O.C 5" PLUG ' I - _ ~ , / ~ ~ ~ t \4 I I ~ , L ~ ~ ~ ~ ~ ~ ~ 1
oooon? _
2 DIA, X ~ I ~ fy ~ r ~ ~ ~ i E~ P.i' ~ m
SOFT RUSH 8° O.C 5" PLUG ~ 1256 51 JUNCUS EFFUSUS I _ _ ~ ~ i ~ ~ ~ _ _ ~ ~,b
I~-~I _ _ ti~~ 1 1 ~ 1, - I!, ~ r-, ~ f _ _ ~
- - - - - - - 2 DIA, X I W RRUM 5 PLUG . ARRO A 18 O.C ~ I - ~a~ _ _ i - - I i - _
2668 1200 PV PELTANDRA VIRGINIA _ -j- 'o ~ ~ _ - ~ U) ~ chi
2 DIA. X _ _ I I I PROPOSED ~ ~ ~ _ _11I_ - , STORM .DRAIN - - ~ _ W ° I
600 150 SV SOFT STEM BULRUSH 24" O.C 5" PLUG ~ - 11 r I ' 'l / ' ~ ' SYSTEM (TYP) _ / ;-__--_._._._._.__.L____ I ~ - - --t
i -
2 DIA, X L__- ,v _ ,Y _
VIRGINIANA SOUTHERN BLUE FLAG IRIS 18" O,C 5" PLUG ` 680 306 IV IRIS - ~ j
~ ~ ~ _-----------1
2 DIA. X ~ ~ - / ALL AR[3P ALL AREA ABOVE ZONE 6 ELEVATION TO ~ ~ ~ ~ ~ X`~~~ ~~r
5" PLUG ~ BE SEE'E 2458 1106 SL SAGITTARIA LATIFOLlA. DUCK POTATO 18 0 C 'TEMPORARY CONSTRUCTION EASEMENT EROS10 BE SE,E' ED PER CLDSM 30.17A/B. SEE ~ ~ , 1 ~ ~ ~~e EROS10 CONTROL DETAIL SHEETS. ~ ~ PROPERTY LINE '
i i,~ EXISTIN ~~P,SEMENT ~ Q~ ~ ~ ; a~., e
2DIA.X _ _ -1--- , Q ~ i _
1139 285 SC SAURURUS CERNUUS LIZARDS TAIL 24" O.C 5" PLUG - - __-I_ - ~ _ J " I _ _ - _ ~ W9~A~ ~o~W~, _ _
_ _ - ~ _ _ 1 ~
2 DIA. X - II 5" PLUG _ _ _ - - ''J
- i 767_ 343 AS ACORUS CALAMUS SWEET FLAG 18" O.C ~ , j- ACCESS EA EMENTNANCE _S~ tY"SH UB-p ~I-~0{V-SO-1~6~RE6-:. ~ ~ i ~-~r~ _
, _ f _ _ r--- ~ _ i
2 DIA, X - ~ _ ~ ~ _ _ ~ ~ i _ 1
K SEDGE 18" O.C 5.. PLUG _ _ 938 422 CS CAREX STRICTA TUSSOC - _ - - _ ~ -
_ "^-c" - _ i SEE PLAN ' ZONES 4, 5, & 6: UPLANOS_ , /
_PERMANENT DETEETTIUN -€ASEMENT AR 2° MW. 6-6" 2,> DBH ~ ~ ~ . _ - T _ _ ~ , FROM EL. 674 TO EL. 6H0 @ 3:1 SLOPE - _ _ ~ ~ ~ ~ _ V- . _
ACER RUBRUM RED MAPLE _ ~ O.C. l ~ ` - i - - _ _ _
- - ~ ` - SEE PLAN - - _ ~ - , - ~ v ~ ~
AR MIN. 6-6" 5' HT. CG ~ -
RUBRUM RED MAPLE O.C. /1---_~ 3 AR ACER - _ - - - - ~ EXISTING WETLANDS ` _ - - _ - ~ _ TO REMAIN
SEE PLAN ~ / ~ ~ - ~ ~ _ \ -
MIN. 6 6' _ ~ , - _ _ ,
LIRfODENDRON TUUPIFERA TULIP POPLAR O.C. _ _ ~ ~ `_-`~"J 3 . ~ v~ _ I r r r ___J y
ii i , ~ - SEE PLAN ~ ~ ; ~ ~ ~ _ _ _ ' 1_ i r`, 4~ t W I i i \ .
FA MIN 6-6" 5' HT. CG /t/; i; ; I/ !/T~~ .,A~.~~ r I A~_._~ A I
FRAXINUS AMERICANA WHITE ASH O, C, ~ ~%ij~~',l'~~/' j/~~ 000 0~ _ 3 FA i ~ r , . ~ 00 0 ~ . 1'~'!r'1'J~ t °00000 _ I - - --i-- AN _ J rAN _-OA AN J_ -7~~ _ ~ `J ~ _ ~ ~
/,';!r;~// ,~(il.o°o000000° ~~~L~N.-41R-._.. - 7kN -.J / / i rll „q o°oo ooo _ AT _ T- l 1 i o o ~ o SEE PLAN i Ir1 00 00 00p 0 v~ _ _ _ _ T --~A:~-"SN.-` ~ AA _ OA - E~ _SN~-- ~ I r
LS 5 HT. CG ~ ~ / / ! i 9Ar 194 oa°0op°oo°ooa A~v _ _ MIN. 6-6 / / , / !~r, o~ 00 ooo o0~`.,1~ `fxft-"" ____SN OA V_._- ~ ~ 00 00 000 00 oy \ _ _ 0 ~ \ _ ~ _
3 LS LIQUIDAMBAR STYRACIFLUA SWEETGUM O.C. ~~p~, /r;~~~uo 0°0°ooo°0oo0ooq\ ~ ~ , ~ / ~
~ ~ ~ / ~ ~ t r oooooo°oopooo°oo ~ 002?~~9L°°.~ / / ~ ~ ~ ' X00 Oop o0 X00 ~0` _ SEE PLAN / ~ ,Sys" ~ ; 00 ooo oop o0 ooo - 4 ~ ! / ~ / OOpo OpdoOp Op~o00 t _~y
o ~ AN MIN. 6-6° 3' HL CG ~ ~ ~ / ~ ~T ' o °o ooo ooo ° _ / r l~ I I l ~ /~/~i p0 000 OQ pp QpOQOp - . / ~ J,
1 ~ AN ACER NEGUNDO BOX ELDER O.C. , oo °o°o 00~~ •,z " i - 3 11 ~~l l ~ ~ i~d o °n ° ~ ' _
r--'_ SEE PLAN , ; ; i / ~ ~ r , . ~ / / , ~ ZONE 3: 10' AQUATIC SHELF ~ , ~ ~ ~ ~ ~ SWIM BU FER W
OA 5' H T. CG ~ I ~ r ! ~ ~ lF o ~ ~3 i j ; IN 6-6" ~ ~ ~ 11. ' I M r' 1~1'~~l ~ h ~::.~I I i FROM EL. 673 TO EL 674 C~ 10:1 SLOPE ~ o ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ U
g OA OXYDENDRUM ARBOREUM SOURWOOD O.C. i ~ I l l~ l ~ i ~ L I I ZONES 1 & 2: BELOW NORMAL POOL ~ ° I~~ ~ I ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~
~f~ll' _ I ~ 1.,.~..au~ ~ SEE PLAN I ~ ~ i ~ ~ ; t FROM EL. 669 TO EL. 673 @ 2:1 SLOPE L ~ ~ ~ E-+
SN MIN.6' 6" 3' HT. CG ' ~ ~ ; ~ r i ~ ' ° ~,a°b~Aaoa°°'a~oe RIPRAP FOR i l, ~ i l, l L' ~ I ~ I l .ado ~~ooBo~o°..°a~a~° SEE SHEET RIPRAP FOR FOREBAY WEiR I ~ o ~ ~ ~ ! I ~ j ~ ~ ~ O (SEE SHEET SW-7A) ~ ~~:I ~ ~ ~ ~ I ~ ~ ~ ~ ~ U
- 11 SN SALIX NIGRA BLACK WILLOW O,C. i ~ , , I i o~g 80 ° ~°°°°8o aB I ~ ~ V g8~ 80°°°°~,~n~;~°~~8 ~ r i ~ ~ ~ ~ ~ ~°q ~~oa° ° 1 ; . ~ , I ~ i, goP~B~~' ° e~ A°° C i I r"
SEE PLAN , I ' i i I I, ~ °o deg ~°go °oog~°° q9
AT 3 HT. CG ~ r1 i ~>oo°~~ aao<°°a~o° MIN. 6-6" ! I ~ 5M 1, ~a°°°°° ° ~1.; i l~~ ~ ~a I
PAW PAW ~ O,C, I ~ ~ : ~ d° 5 AT ASIMINA TRILOBA ' I I'' ~ ~ ~ ~ ' I 8~~°~~n~ god ~L~ r.l: 1~::~ ~1,ii ~ ~
~ I I I I ~ ~ ~ rl i, Po og~~°8gg°%aoo~aF°°E8 g8°~'ao SEE PLAN II'; h i ' II ~ 'A'ryl ~ i ~ oRa °~a4~~pooceoop ~cQ~ odd ~ ~ I.
AA 6IN 6-6" 3' NT. CG ' ~ l i I l i 11 ~ i l l o ~d~8~~ooo~o°go°ooo q I - ~ I ~ ~ l i I ~ t y ~ °8°a I ~lil I I~ ~ w ~ i i j~ll~
RRY ~It~1~ _rt ',)i ~~~~d~o~°°.~ g AA AROMA ARBUTIFOLIA RED CHOKEBE O.C. - - jli~`~ 1 ~ ~ ~ i~l I ~i:` 1=~' I~~
~ ~JI~ I CIS ~,r, III ~i,.l-I_ t ~ ~ I~ _ ~ of i i~ _ ~ _ { I ~ , ( c
N A N A ~ I III ' ~~'fl~ I / / I - , ~ _ r ~ / ~ it i.,
N A SEE BELOW FOR MIX RIPARIAN/UPLAND SEED MIX ~ ~ ~ I ' ! V i I i { ' ~ ~ 6: ~:1: ~Z\ N A t~ ~ 1 ~ i i t s i t ~ L_ ~ 11~ N ~ ~r V\ ~ `i . ~ ~ ~f` . - • S ~ c _ . ~r - - ~ ~ Y j 1 ~ 'f ~ ~ goo ~ v i t ~ o
1. SQUARE FOOTAGE FOR ZONE 4, 5, & 6 IS 6628 SF. ~ 1, _ , ~,~_____.----Y_____- ~ + 1 ~ ~ _ _ , ~ ~ ~ ~ - ~ - ~ti'~ ^oooc6~lealFunnnoouooooo
~ ~1 ~ ~ - ~ - ~ ' r 2. REQUIRED TREES: 6628 SF/43560 5F X 40Q = 61 - - ~ ~ t . + fi~ . RCS" _ _ _ ~ , / ~ , i',-- rr~~~~ a W - - - -
. r - - - - ~ / / I l / W _ ~ j~
PLANTING TABLE \ , 1L ~0 0 0
SEEDMIX A~ ~ 00030 - POND WATER ~ _
TER SURFACE ELEVATION REQUIRED SPECIES PROVIDED SPECIES REQUIRED _ ~ _ - PLANTING ZONE SURFACE ELEVATION WA
AP AA IV YES - T LT LS ~ ?`~J 6 +10 YR 680 - 677.7 8 AR, DV, ;=A, L , A ~ ~ . - _ _ ~ Q _
10 YR - 2 YR 677.7 - 676.4 8 AR, DV, FA, LT, LT, LS, AP, AA, IV YES ~ AR DV FA LT LT L5 AP. AA IV YES ~ _ _ _ _ _
4 2 YR - NP+Q.S 676.4 - 674 8 ~ ~ ~ ~ _ - _ - - PC JE SV IV SC AS CS NO ~ = _ - - _ .r- _
3 NP +0.5' - NP-0.5' 674 - 673 4 ~ ~ ~ ~ ~ \ _ _ _ l-- _ NP-0.5' - NP-1.0' 673 - 672.5 3 SL, PV NO _
2 ~ _ _ - SL PV N0 - -J _ - 1 NP-1,0 -BOTTOM 672.5 - 669,5 2 _ - - _ _ - _ J~ _ _ _
_ - _ _ - - : ~ ice- v.y_.~_ / ~ ~ _ _ - / U
--a- U
` SEED ZONES 4,5 & 6 WITH RIPARIAN'-
D MIX, SEEDBED PREPARATION ~ SEED MIX IN ADDITION TO REQUIRED RIPARIAN UPLAND MIX SEE _ 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 IREE/SHRUB PLANTINGS T _ _ _ _ _ - ~
INCHES DEEP OVER ADVERSE 5011_ CONDITIONS. ~
R,j~zrian ~;•-Uolai~J Gutanioi, ~ ':n _-i_,r'u-i =i: I i ~ d rv&iiz i' • ' 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. Z ~ RIPARIAN SEED MIX ONLY / ~ ~ TOP OF DAM AND DOWNSTREAM SLOPE W
IN THIS AREA, NO TREE ! ~ TO BE SEEDED PER CLDSM 30.17A/B. SEE W Sri
I !;,~~~-a;ybb.r,~~~°~ 3. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER RIP•~RIAN SEED MIX ON OR SHRUBS ON / EROSION CONTROL DETAIL SHEETS. EMBANKMENT
I ~ ~ OBSTRUCTfONS LEAVING SURFACE REASONABLY SMOOTH AND ~ .FOREBAY BERM i ! UNIFORM. p ~ - _
j ~ - 4. APPLY AGRICUL~iURAL LIME, FERTILIZER, AND SUPER
i x ~ ~ PI-IOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW
i ~ R- FFE WIM BU S SWIM BUFFER ' - - ~y~`~ 0 \ ~ U
~ 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM . . % REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES _ ~ ` % / ~
I DEEP. ~ en ~ ~ - ~
1~ h2f 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER. ~
~ , ~
7. MUSCH IMMEDI,4TELY AFTER SEEDING A,NO ANCHOR MUSCH. V ~ ~ - A
_ ~ ' ' 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY \ ~
REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON. IF - ~ ~ i % STAND SHOULD BE OVER 60% DA~4P,GED, REESTABLISH ' _ i
. tir~~~,, _ FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. ~.,~,4) Vcr~ .:r i`; ~ r it
' SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER 3, 4; o o~, _ ! SEEDING. Y ~Y ( ~ ' i ~ - - i _
E ;
I - ~ ~ 9. CONSULT CONSERVATION INSPECTOR ON MAIN IENANCE ~ ~ - I - ATION AFTER PERMANENT COVER IS TI IZ I FER L TREATMEN AND ~ _ , ~ 1, ~.~ti,~' ~ ~ ~ ~ ~ PROaDC1• No. IBC-0803.
_ _ - _ . - ESTABLISHED. ~ ~ r~LDNAMFjgC08030-SW1 L
* See seasonal application schedule
7~I t DRAWN BY'. JCD
~ ~ ~ SCALD'. ~ 1 ~~=30'
~ ~ ~ DnTC: 7 -17 - ~ (1(19
l''RADAi(` C('ATP
EXISTING WETLANDS
TO REMAIN 3p v0 n j 15 v n30 60
S-1LSS
1 inch = 30 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION 19