The URL can be used to link to this page

Home My WebLink About20090063 Ver 2_Site Plan_20100409 skinner lamm & highsmith `i ~ r ~ -!i ir,< (K'. STORMWA TER MANAGEMENT and SEDIMENTA T for ~;~;;r , 3 it;~~.; .,..r'r, 4 t; <.=cep ,:..H;~ n„T~ ~L'=~~'J ARCHITECTS Nharohlleet•aarthlink.nei 702 reaibroad Nresl pool ofllce box 6f19 rilaon,nc 27b94- 0609 Ulsphone 2b22914127 lax 262 2911070 Q~ 00 r o0 00 U ~m ~ n rmi NN w N N vv Zw J ~W E 0 U 4700 BURLINGTON ll ROLESI/ILLE, NORTH C WAKE COUNTY, NOR APR/L, 2010 N~ C I.L ~ O VJ ~ O w ~7 C ~/VI J r1~~ V SOW Z ~N /ma/yy 2 LL M W W~ W ~N Z ~ ~Z ZZ Z m3 W TL R F P T 0 OWNER/DEVELOPER: WAKE COUNTY BOARD OF EDUCATION rn '~r U FACILITES PLANNING & CONSTRUCTION ~R/ ATTN: WARREN JONES SITE DATA: NG & SURD 1551 ROCK QUARRY ROAD LOT AREA; 37.51 ACRES un RALEIGH, NC 27610 ZONE: R-I ~ PROPOSED BUILDING AREA: 196,578 SQ Fi ' (3-STORY BUILDING) ~ 9 Phone: (919) 856-8247 FUTURE MOBILE CLASSROOM 6,000 SQ FT t ~ SEAL ~ PARKING REQUIRED: 211 SPACES 20106 " 2 SPACES FOR EACH 750 SQ FT OF ARCHITECT: SKINNER, LAMM, & HIGHSMITH ARCHITECTS CLASSROOM FLOOR AREA, PLUS 1 ~GINE~~ FOR EACH ADMINISTRATIVE OFFICE ',~F 702 WEST BROAD STREET ~o °9 69,594 SQ. FT. - 186 SPACES '`r1r111111111~'' PO BOX 669 ~ 9PJ. m~ 27 ADMINISTRATIVE OFFICES - 27 s TOTAL = 211 SPACES WILSON, NC 27894 ~a Pa PROPOSED PARKING SPACES: 214 = 9'X 19' SPACES ~BL~C 3~ = 5 Q s ° 15 HANDICAP SPACE ~ Phone: (252)291-4127 Fax: (252)291-1070 229 =TOTAL PARKING SPACES ~ TOTAL UEUING PROVIDED: 2 900' Q J MINIMUM BUILDING SETBACKS: FRONT = 30' ~ 71n St v Uj CIVIL DESIGN: BARTLETT ENGINEERING & SURVEYING, PC OPRT l F~,~ g ~ s Moro st ° SIDE = 30' ADJACENT RESIDENTIAL) a,~ SIDE = 20' OTHER) ~ Y ATTN: ROBERT S. BARTLETT, PE ~ t 5~ REAR = 30' ~ 1906 NASH STREET NORTH 3 ,y~'y~ ~.o° ~ 0 .0 "i ~ BUILDING HEIGHT: 45't MAX. ~ 1~'~ WILSON, NORTH CAROLINA 27893 c a Tuckohoe Trce %j/~ ~~s Rai S a ~0 ~ o° 59't (MECHANCIAL PENTHOUSES) 0 PROPERTY ADDRESS: 4700 BURLINGTON MILLS ROAD ~ ROLESVILLE, NC 27571 ~ Ema I: eob(rtObartlete9g, OmO4 Fax: (252 399-0804 2FPq~NG & SUR`D'{?G / S ~ ~ o`er ` V J Eagleroost Ct PROPOSED LAND USAGE: PUBLIC MIDDLE SCHOOL a LIGHTING DESIGN: PROGRESSIVE DESIGN COLLABORATIVE, LTD ~a OWNER/DEVELOPER: WAKE COUNTY BOARD OF EDUCATION 1551 ROCK QUARRY ROAD MLLE RALEIGH, NC 27610-4145 ATTN: HANK G. HOOMANI, PE ROLESVILLE PO BOX 61249 ~o REFERENCE: DEED BK 13179 PG 1360 MB 2008 PG 1281 RALEIGH, NC 27661-1249 '~P PIN 1758387160 Phone: (919) 790-9989 Fax: (919) 790-9367 - Email: hank~pdcengineers.eom - SITE NOTES: z NO ACTUAL SITE SURVEY HAS BEEN PERFORMED BY BARTLETT n ENGINEERING SURVEYING AT THIS TIME. BOUNDARY & TOPOGRAPHIC INFORMATION WAS PROVIDED BY ARCADIS - G&M OF NORTH CAROLINA, INC. DATED OCTOBER 2, 2008. EXTERIOR LIGHTING TO BE PROVIDED BY WAKE ELECTRIC. ALL OUTDOOR LIGHTING SHALL BE SHIELDED IN SUCH A MANNER THAT NO DIRECT GLARE FROM THE LIGHT SOURCE CAN BE SEEN } FROM A MAJOR THOROUGHFARE, AN ADJOINING ZONING DISTRICT, VICINITY MAP OR FROM ABOVE. E GARBAGE PICK-UP IS BY PRIVATE COLLECTION. (NOT TO SCALE) ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE STANDARDS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STANDARD R7-8a RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20-37.6 SIGNS MUST BE IN FRONT OF THE HANDICAP PARKING SPACE. SIGNS MOUNTED ON POSTS SHALL BE A MINIMUM OF 84" ABOVE GROUND. VAN ACCESSIBLE SIGN(S) MUST BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES. ALL REQUIRED HANDICAP ACCESSIBLE AREAS SHALL MEET ALL APPLICABLE INDEX OF SHEETS REQUIREMENTS OF VOL 1-C OF THE NC STATE BUILDING CODE. HANDICAP Pa°~ 1 of 1 PARKING AREAS, INCLUDING ACCESS AISLES, SHALL NOT HAVE A SLOPE IN b EXCESS OF 1/4" RISE PER FOOT. CV COVER SHEET C-1 EXISTING CONDITIONS ALL SITE PLUMBING IS TO MEET THE NC STATE BUILDING CODE, VOLUME II, PLUMBING. J C-2 PROPOSED OVERALL SITE LAYOUT REFER TO PLUMBING PLANS FOR DOMESTIC WATER TIE-IN FROM EXISTING BUILDING TO NEW BUILDING. C-3 PROPOSED OVERALL GRADING PLAN ~ ~ ~ ~ 'f ~~~K_~ ~ REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. T 1 C-3.1 DETAILED GRADING (TRACK/FIELD, PARKING LOTS, DRIVES) ~ ~ ~o~'~„~ G~T~YgtRAZe,~H 6UKY ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF ROLESVILLE & NCDOT STANDARDS, SPECIFICATIONS AND DETAILS. Fn ~v,r , C-3.2 DETAILED GRADING (MAIN BUILDING & S0~1"BALL FIELD) - ~ V I ~ ~A C-3.3 ROOF DRAIN CONNECTION PLAN M6 - ROLESVILLE MIDDLE SCHO C-3.4 STORMWATER MANAGEMENT PLAN/AREAS SCH~~L W N .7_ J ' ar ceI N u mh a r. 'I, x'337180 Streets Q 3EID: 037023? Parcels Z C-3.5 BIOREfENTION AREAS ~ P~-'P ~~:e~N~mbe~ m~,~, q E '~4 ~ ~ u~~ QS ~j= OWNERt: WAI<E C CITY 2C1ARD OF ? ]WFIER1: EDUC».TIOW Security Sareeh J iDDR1: RTTN: 6ETTY L PARKER 0 C-3.6 DETENTION POND n,~a~w ~ ` - ~~k~ a~~R,: 2906 Calor Orthos: ~ nDDR2: 1551 ROCK QUflRRY RD Raleigh only n z ~ I FVFI CPRFAf1FR ~ ~s _ L aDDe2 innoo~ ~ni r=ir_u r.ir ma~rta~as 1 - ~ 1 • / I... • L. L. vl 1 \ V! 1V LI AM! {r~l L~f1} r`e.,w,,• ~ t nvvll.l. V V ' E ~a i t "7 s tr DEED BOOK; )EED BOOK: 131 !l DEED PflGE: PROPOSED OVERALL UTILITY LAYOUT PLAN 200 Color Orthos: )EED PAGE: '1380 County-vide W '1 2, C-4 a DEED GATE; r y,. r rr a c'' )EED DATE: 7AeVX(38 0:~ J O >EED AIRES; 37.51 C-4.1 PROPOSED SANITARY SEWER AND WATER LINE (PLAN & PROFILE rs+z~ ~~~,r. DEEDFTRES; ~ 4sx r,y. ~ ~ kir BLDG VAL• J )LD G VAL' 0 Wand County 4 ' r }cLn LA1lD UAL: PROPOSED SANITARY SEWER AND WATER LINE (PLAN & PROFILE i AND VAL: 9C8025 Boundary ALL WORK TO BE IN ACCORDANCE WITH THE CITY OF RALEIGH H LL! C-4.2 eLUNG, class: 31LLIrlG CLASS: EXEtu1PT Adjacent Counties STANDARDS AND SPECIFICATIONS AND NCDOT IF APPLICABLE. I L01 WAVE000NTY ? C-4.3 BURLINGTON MILLS ROADWAY IMPROVEMENTS k``' ° 31 rvsr DESCRIPTION: )ESCRIPTIOrJ: BMZma12s1 a - 'r a ate: t C-4.4 BURLINGTON MILLS ROAD WATER LINE IMPROVEMENTS MAP NAME: AP rJAME: 175501 W W J IN Nury1; 17523?;11W UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY. ~ Re~JGTd4 at~R~ , ~ _ ~ PIrJ N Utvt PIN EXT: 'IN EXT: oco O I. SEDIMENTATION & EROSION CONTROL - PHASE ONE C-5 CITY. ,Irr CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE TOMgHIP: C-5.1 SEDIMENTATION & EROSION CONTROL PLAN EA w - r1yx Pr ~y~y Y .R BUILT. 'ODUrlSHIP: UUAKE FOREST LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON PLANS OR NOT. < J 'EA.P, BUILT: 0 Q O SALEPRICE: a h.A{xa; t: )ALEPRICE: 0 O O C-V 2 SEDIMENTATION & EROSION CONTROL PLAN SALEDATE: TYPE USE: )ALEDarE: CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND 2 YPE USE: REPLACEMENT OF THESE FACILITIES IF DAMAGED. U C-5.3 SEDIMENTATION & EROSION CONTROL PLAN DESIGN STYLE: J ~ )ESIGrI STYLE: J U ' J SOt~~ UNITS: )NITS: 0 J C-5.4 OVERALL WETLAND BUFF r W 4~ LALJDCLASB: ER IMPACTS t1fi31ClG~IArF~A , j `ZONING: allD CLASS: exFrulPT CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL m :ONING: R-1 REQUIREMENTS/CONDITIONS OF ALL ENCROACHMENTS & Z n y > r~ 4w.' OLD PARCELN Utu1Bl C-5.5 WETLAND/BUFFER IMPACTS 1.50 SCALE )LD PARCELN UMBER: 252-- O d flDORESs - I OLEGft ...G`r.a ,.~.y , d1Ja "r ,.v WDRESS PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF 1-- J NU?t1: o REQUIRED. r ^ C7 C-7.8 S&E DETAILS ST NUN I: .ca$TMISC; v Jf,j Z iT MISC; W J Z C-7.9 S& E DETAILS: DIR PREFIX SIR PREFIX r l ^ = a/ O V ~ u ~,:~~1' s k- ~ r k~ , ~ ST NAME: ST TYPE: )T NAME: BURLINGTON MILLS U J TYPE: RD m W w M t. yj w i DIR SUFFIX: )IR SUFFIX: ATTENTION CONTRACTORS W o > ED 0 ^ a The Construction Contractor responsible for the extension of water, U d- sewer, and/or reuse, as approved in these plans, is responsible for contacting the Public Works Department at 919 831-6810, COMM. NO. 4~Latl1 F A 'err 1~ f .f . ~ -.'"T' and the Public Utilities Department at (919) 857-4540 at least •,irk T if. 'i.~., ~Rw` - No NI ap treated on 11, ?fIl•S'2:22:11 Pvl. twenty fourhours prior to the beginning of any of their construction. DATE Nov. Zoos C op eriaht200S. C b,+ of R aleigh, Wake County. 0 1020 ft DRAWN PPH Failure to notify both City Departments in advance of beginning construction, will result in the issuance of monetaryfines, and require FILE No. reinstallation of any water or sewer facilities not inspected as a result of this notification failure. Failure to call for Inspection, Install a Downstream Plug, have SHEET Permitted Plans on the lobsite, or any other Violation of City of Raleigh Standards will result in a Fine and Possible Exclusion from future work in the City of Raleigh. CV H JC J W9 J- IJ' .OWg, O /-J: V - ~ 1~9nM I dmnDRII. I FIM1 N\n71 'iF\,a„,nAnFr411 CuFI:TC rI,.,,n 1 /E /?n in to-3d d7 ANA FCT / ' I ~ ~ ~ DORIS L. WILSON N/F skinner lamm & highsmith PIN: 1758299014 MARK HOWARD & TERRY ROSE MOSIER / \ \ \ ~ D.B. 6882, PG. 945 N/F PIN: 1758394506 ~ ` MARK HOWARD & TERRY ROSE MOSIER DB 11964 PG 840 \ \ ~ B.O.M. 1995, PG. 1633 PIN: 1758393393 \ \ ~ ZONED: R-I LOT 2 F'~; - y ~ DB 8174, PG 724 ZONE: R-I N/F \ \ \ N/F LOT 3 JOHN EDWARD CHAMPION ~ 4' ' r~~1 \ \ ~ \ PAUL EDWARD MOSIER BOM 1998 PG 1843 PIN: 1758386918 \ " ~ \ \ ~ ~ ~ ~ 15" RCP 15" RCP PIN: 1758392072 ZONE: R-I w OB 1506, PG 35LOT 5 < D n ~ \ ~ \ ~ ~ INV 359.45E INV 360.98E DB 11964, PG 843 ~ w ZONE: R-I m 0 1s" RCP (EXISTING) SITE DATA: ~,i`.'''' INV 381.40E ` i 15" RCP ~ ~ ~ \ ~ ~ INV 358.83 W INV 360.20 W LOT 5 ~ 12" RCP (EXISTING) ~ w INV 355.12 E\ ~ ~ ~ ~BOM 1998, PG 1843 ° INV 374.91E ° 15" RCP EXISTING ~ 18" RCP ~ S INV 381.89 W ~ N~ 'll ~ (TO BE RELOCATED) INV 378.52 N NSF LOT AREA: 37.51 ACRES ' ' , INV 355.08 W ~ \v ~ ~ ~ ~ ZONE: R-I w INV 374.08 W W INV 378.76E ) ~ I ~ ` 1J ` ! a (TO BE RELOCATED) ~ INV 377.55 W U D INV 379.52 S BERTIE WALL WIGGINS ZONE: R-I ~'1'~i ~ (IXISTING) AND ~ I ~ ' ~ - / ~ \ l ~ BURLINGTON MILLS ROAD (SR 2051) ~ ~ ~ TO BE RELOCATED Z ~ _ _ _ _ _ _ ~ \ Z \ ~ BESSIE WAKE DIXON PROPERTY ADDRESS: 4700 BURLINGTON MILLS ROAD I ~ - _ ~ ~ - _ = ~ 60 PUBLIC RTW ~ / ~ ~ / ~ ) _ I \ ~ ~ v - - ~ \ Til \ - - - ~ ~ PIN: 1758495036 ROLESVILLE, NC 27571 ARCHITECT S - - ~ ~ \ \ DB 11256, PG 2438 ,F-- - ~ ~ ZONE: R-I OWNER/DEVELOPER: WAKE COUNTY BOARD OF EDUCATION rlharchll~al~sarlhllnk.net \ ` - , ` - - _ ~ _ - \ ~ 702 Me~lbro~d Nresl _ _1- - - - 1551 ROCK QUARRY ROAD pool oltlee box 007 ~ ~ \ / _ v _ \ ~ ~ - ~ ~ ~ ~ _ T~ . i "II U i T ~ -~UBT- -UGT urr- -llGT -UG T -~""~~~1 - T\ - - - - - - - - - ~T . - ' - ~ ~Il~on,nc 27804 - OCE7 ~--~c - ~ - c'f = _ - _ _ _ _ RALEIGH, NC 27610-4145 I~I~phanr 262 271 4127 ~ ~ ~ ~ ~ ~ ~ _ _ ~ _ ~ I~x 262 2711077 ~ / i - - V ~ ~ ~ \ J ~ / / "UGT /UGT UG~ UGT UG ~T UG'r --UGC GT-'- i / / 5 ~ - - - - - - ~ ~ - - J - REFERENCE: DEED BK 13179 PG 1360 - cT--=- - ~ - u`rT~ ` --ucT- -3g - - ~ - - - - _ - ~ ~ u~ ~ ` ~ - - - ~ MB 2008 PG 1281 uc -s- ~ -ocT - ~ L _ , ~ I ~ ~ r- - = 1 = - - - 1 l ~ 1 ! J 1 I / T t1G - V ~ 00 r rJ r - - ~ ~ / < - - o ~ ~ ~ / ~ PIN 1758387160 0 0 r - ~ _ - - - - - `382- ~ ~ \ ~ I I 0 15" RCP , / / / co J INV 361.12E 15" RCP / / ~ / ~ / / / 1 ~ JBi~' / \ \ \ N N ~ / ~ ~ \ \ ? f- \ vN ~ IMV 360.69 W INV 363.49E ~ / / i / $y / / ~ INV 363.46 W r / / / / ~ / / / / ~ \ SIGN. 45 MPH \ ~ ~ \ ~ \ ~ / ~s / \ ~ \ , ~ ~ / ~ 1.) ALL AREAS WERE COMPUTED BY COORDINATE CALCULATIONS. Z 0 / / / / ~ / o ~ S / ~ \ \ / ~ 2.) ALL DISTANCES SHOWN ON THIS PLAT ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED, ~ ' ~ / ~ I ( ( ~ f\ \ \ i ~ ~ ~ ~ / aci i / p \ \ 3.) THIS SURVEY IS SUBJECT TO THE FlNDINGS OF A COMPLETE AND ACCURATE OPINION OF TITLE AND DOES NOT ~ y / l I / I / / / I I r g \ .~8 ~ ~ NECESSARILY SHOW ALL ENCUMBRANCES ON THE SUBJECT PROPERTY. m ~ \ 6 \ / I I A~ ~ / I I o 1f / G \ \ / ~ r g I \ ~ / 4.) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, RESTRICTIONS, RIGHTS-OF-WAY, UTILITIES OF RECORD, AND ~ / / I MICHAEL A. & KATHY C. MOSS o I / \ 2 ~ ~ \ ~ \ \ _ - , o ~ AGREEMENTS, IF ANY, AS THE SAME MAY APPEAR IN PUBLIC RECORDS IN THE OFFlCE OF THE REGISTER OF DEEDS, I / I JAMES R. & MARY M. HOLT PIN: 1758289702 1 ) PIN: 1758287782 D.B. 13170, PG. 1237 ~ I I ~ ~ ~ ~ ~ \ \ - - ' ~ CLERK OF COURT, TOWN OR COUNTY TAX OFFlCES OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE. ~ 1~ f~ ( ~ D.B. 3380, PG. 16 B.O.M. 2008, PG. 1247 ~ ~ \ ~ ~ B.O.M. 1984, PG. 1070 ZONED: R-I ~ ~ I / / ~ ~ v / ~ ~ ~ \ ~ SIGN: ROLESVILLE ZONE 5.) THIS MAP REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY ONLY. UNDERGROUND UiILCNES SHOWN HEREON _ ~ ZONED: R-I A ~ \ \ / / ~ ~ - F N / , I N ' ~ ~ WERE SURVEYED BASED UPON ABOVE GROUND EVIDENCE AND PARTIAL U11LfTY COMPANY PAINT MARKINGS. HENCE Z o \ I I I / / ~ ~ pC~ i I THE ACTUAL LOCATIONS OF SAID UiILfTIES MAY NOT BE EXACTLY AS SHOWN. THE U11LmES SHOWN HEREON MAY z I _ 3~ ~~,°j r' OR MAY NOT COMPRISE ALL UTILmES IN THE VICINffi' OF THIS SURVEY. OTHER PHYSICAL IMPROVEMENiS, UT1L(PES, ~ m rnr 1 ~ rn' I 1 ~ 1 I / / / / ~ ~ ~ ~I r-' _ "'J r~ ~ w AND OTHER SURFACE OR SUB-SURFACE FEATURES MAY EXIST WHICH ARE NOT SHOWN HEREON. W W ~ J f ~ IG (Q ~ N I / ~ \ \ 1 ~ l 1 / ~ I~ ~ " W ~ / \ ~ ~ ~ 6.) THIS PARCEL IS DEPICTED AS LYING IN FLOOD ZONE 'X (OTHER AREA) AS SHOWN ON FEDERAL EMERGENCY Z = q 1 \ \ I I .w ~ \ \ ~ I 390 ~ ~ - ~ . ' ~ I MANAGEMENT AGENCY (FEMA) NATIONAL FLOOD INSURANCE PROGRAM (NFIP) FLOOD INSURANCE RATE MAP (FlRM) - ~ z \ \ \ \ I I ~ ~ I \ \ ~ r- ~ ~ PANEL 372D175800J EFFECTIVE DATE MAY 2, 2006. Z ~ a ror. ~ . ~ \ 1, 1 I ~ ~ \ r i \ ` o rlr r _ a " W Ole \ ~ ~ ~ ~ r - - ' ~ ~ ~ ~ 7.) HARDWOOD TREES 18 IN DIAMETER AND OVER, AND PINE TREES 24 IN DIAMETER AND OVER WERE SURVEYED ~ 3 Qr \ \ 1 I I I b o \ 1 I \ ~ _ ~ ~ _ _ - _ ~ ~ ~ ~ o AND ARE SHOWN HEREON, OTHER TREES OF SMALLER DIAMETERS IXIST BUT ARE NOT SHOWN, REFER TO THE \ \ ~ 1 / ~ ~ - ' ~ - _ ~ ~ ELECTRONIC FlLE FOR TREE TYPES AND SIZES. \ ~ \ \ i ~ a 8.) THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88. THE CONTOUR INTERVAL IS EVERY 2 FEET. P T \ \ I ~ N/F P ~ \ \ \ \ JOHN E. &ERMA H. CRAM ION J r 9 \ \ \ I I ~ ` _ ~ - _ - - - ~ / ,.~J1~ - - - - - _ 385-_ 9.) NO ACTUAL STfE SURVEY HAS BEEN PERFORMED BY BARTLETT ENGINEERING SURVEYING AT THIS TIME. BOUNDARY PIN: 1758289387 p \ \ r DB 8080, PG 2111 ~ \ \ ~ 1 \ \ \ \ ~yaa~ ' -3a~~ _ _ ~ & TOPOGRAPHIC INFORMATION WAS PROVIDED BY ARCADIS - G&M OF NORTH CAROLINA, INC., SURVEY MAP DATED - ~ ZONE: R-I I I \ 1 ~ 1 \ i J ~ ~ I I `~38>,. ~ t 3 - - , / - - - -383 _ _ _ ~ , OCTOBER 2, 2008. a,> r / ~ t r~ ~ 1 5~ m v I 1 f I \ t 1 1 ~ I\ _-"r / ~ - - 8t _ v HAMPTON POINTE PROPERTY OWNERS F ~ ~ ' ~ - / ~ 3 } - ~ _ ` \ FRS I' / ~ ~ NG URJ I•\ ` \ \ \ I / ~ _ \ \ LOT 96 &S ~ I \ \ \ r ~ ~ \ ~ - ` ~ \ \ ANNE LYNE & KENROY MCCALLA _ - _ _ ~ - , ~ . ~ ~ \ \ 1084 EVEN SHADE AVE 1~ _ ~ 1 1 \ \ \ ~ ~ J ~ p ~ ~ - - _ \ ~ ~ ROLESUILLE, NC 27571-9347 1 ,J J J' J \ ~ \ ~ i J \ N89'4fi2f"W _i~'` I ~ / LOT 97 J S I ~ ~ , ~ ~ l \ \ r ~ ~ ~ 3_ i, ~ ~ _ _ \ ~ 75.00 _ ~ ~ \ ~ ~ \ I LEONARD C. JR & GIADYS M. KING - ~ r' , - ~ \ ~ \ \ \ / / 1080 EVENING SHADE AVE = \ \ - I - ~ r-I ~ I ~ 20106 J ~ / ~ ~ 1 \ \ \ ~ J r i ' J . ~ ~ ( ROU:SNU.E, NC 27571-9341 ~ \ ~ J 0 1 \ ~ J s r \ \ . ~ , ~ rf " "err o N ~ / i ~ ~ ~ I SINE . rJ ~ ~ ,1' - ~ I ~ ~ s ~ ~ I ~ LOT 98 • ~ ~ / \ r~_='--' r~ ~ ,-1 , 1 JOHN D & BEUNDA RENEE LASSffER '4 T S BPR ` ~ ~ \ 1076 EVENING SHADE AVE +++nuu~~ o I r' I 1 r \ \ ~ \ \ ' - rJ- r?~ a ~ , 'S I' ~ I i~ ~ f ~ ~-,_if r ' l~'--" ~ J - ~ 1 I \ ROLESVI NC 27571-9341 \ - _ x rJ r-' ~ J r rJ`~r ~ \ ~ ~ ~ J I IJ r' r _ S ~ - I LOT 99 8 C II • r r \ \ ~ . _ LJ 376-- ~ ~~r ~ ~ ~ -r ~ \ ~ ~ 1 I MICHAEL BRENT & KAREN LYNN FRANKLIN Q S II c? ~ \ ~ ~ 375 ~ r-~i ;_T- - ~ ~ ~ ~ i _I _I ,f j ~ 1 \ ~ , ~ ~ I I 1012 EVENING SHADE AVE ~ i ~ --r, ~ ~ ` ~ ~ r= ~ u' ~ ~ ROLESVILLE, NC 27571-9347 J ~ ~ I t ~ \ )q / r J r ~ ~ , - I J _ _,J rJr, J i \ JENNIFER A TIERNEY - - - ~ ~ - ~ \ ~J/2 ~ \ / PIN: 0129272 ~ ~ ~ ~1 r-' _I ~ - - r \ " ~ ` ~ - " . - - r I J _I M r" f - , \ ~ I r ri, ~ ~ r ~ / \ 1 I LOT 100 O - rT` ~ ~ r' r - o~ ~ ra ~ / ~ CHESTER LAMONTE & MELISSA Y. CHUNN (n D.B. 10D95, PG. 1822 I -I I \ ~ ~ ~ F ~ _ I / ~ Jr- ~ rJ B.O.M. 1983, PG. 1032 ~ _ 3~ sb'f' ~ . _ .yf - ~ J - ~ r ~ ~ ~ _ J \ r ~ ~ _ . J o~ 1 J (J ~ 1068 EVENING SHADE AVE rJ r' r r~ i ~ " n r' r r- r~ ~ \ ~ ~ ZONED: R-I ~ ~ f ~ _ , L 16' ` f ` J .3.74 _ ~ o ,JJ .J ~ ~ _ ~ ~ . , ~ 1, rJ ~ ~ ROLESVIUF NC 27571-9347 8. I rl ~ J J ~JI ~ I , ~ J I ,.-r J-~ f I Grp ~ ~ ~ LOT 101 1 / ~ / I ~ r , J ~ .41 ru, ~ ~ - r~ F' I ,f' i ~ J \ _ - / ~ \ ASHLEY M. & JASON P. HOOD I ~ ~ J- ,J / r r J - / c ~ ro J S f ~ M 1064 EVENING SHADE AVE ~ ~ ~ J ~ ~J _ r ~J ~ - ~ I r i _I = J r _~_~_J J I _I ' ~ ~ \ ROLESVILLE, NC 27571-9347 H .F ~ - s ~ 1 I w I JJ J1 JJ r / \ ~ _ ~ ~ J,~ r\ J ~ _I J . ' IJ f f7 - I ~ ~ ~J~. I r-' , ~ ~ . . ~ ~ ; ~--1 r / LOT 102 ~ \ - ~ ~ / ~ / I I DWIGHT L & TIFFANY A DUDLEY ~ ~ ~ - / / ~ - ~ f_ - r I f_ l U \ . ~ / ~ I ~ _ r / ) I 1060 EVENING SHADE AVE r' ~ _r o ' f ~N"."i it ~ ~ ~ I ~ \ f ~ y ~ r- ` / r' r ~ J~ r~ J I J ,r t ~s' ~ r ~ _ ~ ~ f , , = ~ ~ ~ , ~ ~ / / j ( ROLESVILLE, NC 27571-9347 p - _ ~ ' ~ ,J ~ _ J ' ~ _ ' ~ ~ ~ ~ ~ - _ ~ _I~ _ _ _ - ~ / LOT 103 z uk vJ f J ~ I I I I =L r I ~ ~ ~ I ` - I~- ~ 1 ~ r-1 fir- \ ' '1 ' '1 ' , ) / U , - - ~ ~ L ANDERSON & JACQUELINE A. ' ~ i r ~ ~/I [rte J r ~ ~ - ' ~ J ~ / I BDGWANDAS p - -ow of - 1 ~ 1,~ r ~ r ~ I wETi~NbS. . . L . . ~ ~ I ~ ROLES 1 I I ---I .I ' 1 I' f . ~9~ _ ~ _ r ~ _ _ - , ~ 1056 EVENING SHADE AVE ~p / rJ~~g~~` . ~ ~ I ~ STREA - I 1 ! / I ~---'s' J~ s . . . ~ : f 3~0" ~ , T~~~ON BUFFER) ~ I I \I - - - .r- I- f,_ / ~ T 7J~~ r . % / r ~ , . - ~ , - / ROIESVILLE, NC 27571 9347 / - / ~ 1 . / IJ I f / Tr ~ ~ ~ _ / / o . , r , ~ ~ (1D0 ROM 'J ! r~ I i I ~ ~ _ f~'~-'~ - - - r- n , ~ I I'." -r' r-~ T~ 1 F 6ANK ~ I , ~ I JJ ~ i ~ n ~ ~ ~ , J_ J , ) I J rrr~ ~ J I ~ ~,rr . . ~ J , 1 ~ J ~ ~ I 1 s r , ' ~ _ - - - - - ~ ~ ~ LOT 104 r' _r .339 ~ 1 ~ ~ v , / a 1 I ~ I ~ ~ r r_r~ -I-'-'- 'r . ~s_ \ J J -.-I ~ - - ~ ~ ~~~a1 ~ ~ ' . ~ ~ , , ' ~ ~ / CHAD WILLIAM & LAUREN E GERBER N ~ / ~ ~ - ' ~ / / J ~ J ~ ' ~3 ~ , ~ ~ - - - - ; / 1052 EVENING SHADE AVE ~ ~ r- ~ ~ ` / ~ J J / / / ROLESVIU.E, NC 27571-9347 M L / ~ ~ ~ ~ - 33~ 38~'t , , I I s I, s1 ~ r J s ~I I ~r s s ~ - ~ I / i / - 1 ~ T ~ i ~ ~ - ~ FANNIE M. WATKINS, 1 / 1_1' (fir', ~ ' RIVER bUFFE,~ I ; ~ i ~ _ I I I r ~ _ ~ . S J - ~ I ` FRAM TOP,~pF BAINK ~ I• , I ' ~ \ ~ - ~ ~ J ~ ~ ~ ~ ~ f I _ / / ~ ~ ~ , LOT 105 CJ - ' PIN: 17 4 7 ~ ~f ~ iJ JrJ i , _ 58 802 1 ~ / I ~ _ ~ r IJ I ~ ' / ' ~ ~ _ ` / ~ 585 ~ ~ ~ - - ~ ~ ~ -ESTflTE-FlLfc - ~ ~ ` i JERRY L & SARAH A. PORTER Q I I ; ^ ` I rl I f I .J T' ~ ~ _ JJ ' ~ . u ) ~ ~ - / I /may J ~J l `ter ~ I yI' \ ~ rJ ~ r U~7 ~D r'I / r r - / / ( r' i ~ ~ ~ / '/r; / - ~ ~ ~ ~ ~ ` i ~ .86 ~ ' ` ~ ' - ~ 2004-E-2499 - - J ~ 1048 EVENING SHADE AVE ~ ~ / / / ~ ~ / , N BOM 1961, PG 97 ~ ~ ~ ROLESVILI.E, NC 27571-9347 ' ~ ~ . ~ II ~ I~ ' 1 rl \ ~ \ ` ~ I-'J-- J _ _ '-'J,-J f ~ r ~ I.I , / / J ~ ~J~ ~ /J --mod ~ I \ ' J ~ \ r -L ~ ~ I i ~ J / ~ f ~ ~ % / / / . ~ .gar' ZONE: R-I ~ , / / i i 0,-- ~ ~ / ~ ~ ~ ~ _ f / ~,.~3 0 / LOT 106 I - , _ I ~ ~ j ~ l / / / / / ~ ~ SILVIO GOMES, IONIDLE DE JESUS ~ ~ ~ ~ _ - . r ROESLER . , . J 1 I~~ -1-, 1\•-; _r-' rr ~\C I- r- s r" r~ 1 • , ~ ~ ~ r ~ ~J / ~ ~ r r' ~ I !I .rf' / ~ ~ ~ ~ ~ / ~ , / 1044 EVENING SHADE AVE r-' / r~~ ~ ~ / / ~l ~ l / ~ ~ , l S I ~ ~ ~ . , / , ~ " .~f^~; f.l r f ~ ! , 3s&~ ~ / ROLE MLLE, NC 27571-9347 ~''{J r.1'~~ /i f I ~ I / v F" i ~ ~ ~ ~ ~ ~ I LOT 107 ~ ( ~ J ~ ~ ~ ~ r \ r- r r \ J ~ , rT ~,-y1 - - ; r- / _ ~ ; ~ ~ ~ ~ ,r , A ZACHARY & SHARON CELINE MURIN ~ s 1 I : ~~7_ _ o, ~ r,~ ~ ~ ~ i I / v I ~ ~ , \ ~ ~ 1040 EVENING SHADE AVE / ~ , / ~ J ~ ~ ~J ~A / ~ A r~ / ~ ~ , ~ - 1 / ~ ~ 1 ~ ~ ~ ~ \ ROIESVILLE, NC 27571-9347 ~J , ~ ~ v V ~ / I _ v I / ~ / ~ I J ~ ~ rJ ` ^ I I ~ ~ _ ~ - ~ ~ \ \ LOT 108 _ ~ _ ~ f -I u_ ~ J i I I ~ r _I ~ /J~ !f ~ _ / / ~ \ \ 1 _J/ I ,1 ~ \ \ \ \ HAMPTON POINiE ASSOCIATES LLC ~ J ~ - ~ ~ i ~ ~ - \ \ \ f ~ i~ ~ \ I ° 1201 ROSENEATH ROAD, SUffE 200 - ~ 3.3~ ~ ~ / f '1' 7 \ ~ ~ \ RICHMOND UA 23230-4621 ~ . I . . J , f / Y- rf , ~ \ ~ ~ ~ V ~ i'~ ~i r. ~ v v A 1 i LOT 109 s~ ~ ~ ~ 1 \ r I 1 I ~ ~ J r~ 1 J I ~ ~r , - - - ~ - ` V V ~ \ ~ ~ ,J- ~ r ~ /f'_ J ~ v 1 ~ ~ ~ HAMPTON POINTE ASSOCIATES LLC ~ J ~ ~ I f v \ . ' I ~ sr~ - ~ 1 1207 ROSENEATH ROAD SUITE 200 ~ ~ - , ~ ~ v _ J ~ _ 5 ~ A ~ A f ~ a. / (0: OT 0 /f \ F i~ \ r ~r rr 1 ~ \ 1 n , i ~ \ , f ~ 1 f- ~ ~ T ~ ~ , / ~ A - ~.J ; - -r ~ ; ~ ~ I ~ RICHMOND, UA 23230 4621 ~ ~ ~ /J ~ ~ ~ ti ~ ~ A ~ J ' ~ 0~ / i ~ / ~ v ~ v A J n ~ ~ ~ ~ 1, ~ / t LOT 110 J . ( _ J I 1~ v _ ' ~yI ,7 ap~~UFF,.~±~pR'~ F F,~L. ~I ~ \ ~ r r,J 1~^r\~r ~ \ \ I \ ~ ~ 1 J J ~ - / ~ ` \ rJ .1 ~ / / \ V A i I ~ JORGE LUIS & HWA SUK PEREZ \ \ J ~ / _ A ~ v J , e, / q G ~\J. k ~ lJ ~ - - _ ~ J _J ' ~ \r ~ v J I I _ J n ~ - r , _ r;J~ ,S I ~ V A \ \ ~ ~ i ! i ~ / - v \ i 1028 EVENING SHADE AVE ' . -r' ~ ' A rJ / 1 I ~ r, ( ~ ~ 1 ~ ~ ~ _ ~ , ~ ~ , A ~ ~ l . / v \ , ROLESVILLE, NC 27571-9347 \ I - r 6 ~ ~ S / \ r / 1 ~ 1 1 ~ / ~ \ ~ ~ \ ~ LOT 111 1`. 1 ~ ~ 1 \ ~ \ \ ~ ~ / ~ ~ ~ ~ ~ 1 I I HAMPTON POINiE ASSOCIATES LLC • ~ J ~ ~ \ J~ , , \ \ of 1 I \ ~ ~ 1~.rr s' _ \ J ~_r~~' ~ / \ \ \ ~ ~ ~ ~ . F-`~ - / O. \ ` i I 1207 ROSENEATH ROAD, SUITE 200 T , I ~ r / ` \ ,rr , - r ~ 1 I I RICHMOND, UA 23230 4621 _ ,s_ i .-i 3 J °J A ~ - I 3 ~ _ - - - v ~ ~ ~ / A ~ 1 I I ~ LOT 112 r' ~ _ v r. _G ~ JOHN E. &ERMA H. CHAMPION / I r: / - r- . _(-r= J,,~ ` I 34o f ~r _349\ ~ \ \ \r- \ IJ~,,~ \ J \ ,,j r _i I_~.JvJ \ r~ r) ~ A A ~ 1 I T ~ i / ~ A ~ ~ ~ ~ ,5~ ~ r ~ i F 1 I I JASMINE A & KEffH PAIKA a ~ I r i \ 1 1 .J f' ~ ~ J h ~ ~ ~1 PIN: 1758289387 ~ ~ / ~ IJ ~ v ~ \ ~ r-~ \ 'I ~ ~ \ \ I \ ~ ~ I ,J~ _ I~ I` v s J r r~ r _ ~ _ \ \ J . . J 08 8080 PG 2111 ~ \ _ ~ ~ J r ~ i ~ 1 / V ~ _ ~ rJ - ~ ' r ~ 1 I I I 650 PRISTINE LANE . J ~J J, h v ~ i ~ I J / ~ I 1 1 ~ ~ \ ~ _ ,p 1 \ \ ROLESVILLE, NC 27571-9367 ZONE: R-I ~ r _T-- 1 \ rJ \ \ \ : ~ \ v; \ f I \r' ~ ~ IJ ~ ~ , .s .s' s ~ ~ i I r r \ ~ r, ~ ~a5C r\ I~ ~r ~l ~ ~ - \ J L ~ r T ` r. _ r ~ l 1 r'. J - ~ ~ J f 3 ~ \ ~ ~ i-• I, J \ y \ co 1 LOT 113 ~ ~ ~ f - - _ ~ ~J 75 ~ ~ \ ~ \ ~ r ~ ~ , HAMPTON POINTE ASSOCIATES LLC ' _I ~ J ~ rh_I ~ J r ~ (J ~ - ~ ~ 1~J-' f r r J \ ~ \ r J f-' '\~r ~j ' ~ r ~ J t,,rt. ~ r' / ff ~ . j \ r~I (-i r rJ \ rJ \ rI ~ ~-r_ \ r(~~" , r r ' J r-- ~ ~ r? ~ ` ~ ~ \ \ \ ,a~ ~ I ~ I 1207 ROSENEATH ROAD, SUfTE 200 W N - f ~ J r _ ~ r - ~ / ~ I ~ ~ RICHMOND, VA 23230-4621 , f f ~ ~ ~ ~ i \ ~ ~ \ \ ~ \ ~~_1 ~ ,J _ - ..378 .J. _ n 1 J ~ T ICJ / ~ ~ ~ J ~ ~ s ~ I- I ~ ~ \ ~ T3/c ~ r-fir/rJ I \ i I I ~ , LOT 114 z ~ ~ I ti \ ~ 1 , ~,1' JJ J, Y 3 t 1~ I ~ ~ J ~ s ~ n \ ~ 1~ ~ J . Y ~ I _T ~ ~ I HAMPTON POINTE AS5OCIATES LLC r/ ~ rr \ \ \ \ ~ r- r-~,- J ~ / / 1207 ROSENEATH ROAD, SUITE 200 - d ~ f - I r ~ ~ ~ \ \ r-r ~ I r 1 r~ rJ I ~ I~ r1 ~ ~ _ ~ _ ~ I ~ J - rr _r u ~ r rrr _ ~ ~ ~ STr _T - ~ \ ~ ` \ \ \ T- - ~ r~r- \ ~ / f RICHMOND, UA 23230-4621 til . l ~ ~ _ ~ JJ,_ ~ ~ ~ ~ ~ ~ JJ` _ ~ r J`~.TJ \ ~ S'.a- a- ~ ~ J .,J`~J~1 L~~ ~ S ~ S~ IJ _1 J S~1`_fi_ ,I ~i _ 1 r t JJJ ~J JJJ \ J J J f F_ I r-_i ~ ~ 1 ~n A II LOT 115 _f l` I J X \ HAMPTON POINTE ASSOCIATES LLC r _ _ ; \ \ 1 ( \ \ 1207 ROSENEATH ROAD, SUITE 200 LLJ I-- I RICHMOND VA 23230-4621 ~ IF F'j LOT 116 z HAMPTON POINTS ASSOCIATES LLC W ~T _ \ H J z--- rr t~ r" 1207 ROSENEATH ROAD SUITE 200 J F~Fj RICHMOND VA 23230-4621 _j 'j 1 di F F-i ~ V I ~ S s~ 3 - (1) JD ---s ~ - ~ ~ LOT 117 ~ Jao rr - - HAMPTON POINTS ASSOCIATES LLC W L oa ~Fp _j _j J RNER_ IBU _ - f f , f \ \ H J '367, J ~n f ~r eq _ ~50~F 0 ET&O OF SA K' r _ f I r 0 1207 ROSENEATH ROAD, SUITE 200 J Q (n ~r - -r-j y r- r RICHMOND, VA 23230-4621 oC r v_ r __j - \ J \ r \ j j 21 JJ \f _ _ _I I:i ( ~•.r 1. ` Q 1 a Jr ~=L- J f 52.36 r r JJ 3 _ \ 1 r `l ~J ?'_r 1 3737 r Lib's J _ ~j -b I` ! ) 67.. _ 3()' -I DOTAL j r 1~J -A f - ` U ft'j F-1 J 9 T _ SID 4.1 LEGEND r rl J ~ J V) _ J rJ r- J ~ r • r' - ~ I o EXISTING IRON PIPE tL~ U) J U s J J r ? I J J l l J i f s f J J 1J _I li - 1 F 1 0 EXISTING CONCRETE MONUMENT Z ~ F-1 f r r11 J / 1 -I = i r J 1 / a EXISTING PK NAIL Q J _I 1 8.6 Af.9 7389 - _ L v J- -F te, . H m AXL.L N /F D-1 EXISTING WATER VALVE Q CITY OF RALEIGH EXISTING FlRE HYDRANT 1 Q f1 C - X361 ~ • ~ F PIN: 1758475494 o EXISTING WATER METER Z V' 36l _ - 1 DB 10133 PG 750 r ^ Fj- _ S~ - LOT 117 Q EXISTING MANHOLE V J Q Z S J Z ~_I r BOM 2003, PG 614 EXISTING LIGHT POLE U J LOT 111 _ r T_OT 114 LOT 115 LOT 116 ZONE: R-2 CLU* LOT 108 LOT 109 LOT 110 LOT 11. LOT 105 LOT 106 LOT 107 ~LOT 111 LOT 101 LOT 102 LOT 103 _ LOT 104 -0- EXISTING POWER POLE ^ ~ Q r' \ LL Z U EXISTING GUY WIRE ? EXISTING ELEC TRANSFORMER m W LOT 98 LOT 99 LOT 100 LOT 96 LOT 97 T D EXISTING TELEPHONE PEDESTAL iii p ^ a EXISTING X EXISTING 7,/, I Z HAMPTON POINTE - PHASE FIVE ® EXISTING CABLE TV PEDESTAL W HAMPTON POINTE - PHASE FIVE 12" WATER - I~ C-) 'T 12n WATER J s~ BOM 2006, PG 814 - 815 -ff- EXISTING SIGN BOM 2006, PG 814 - 815 VARIOUS OWNERS y - h m I VARIOUS OWNERS 1, ZONE: R-I EXISTING TREE COMM. NO. ZONE: R-1 I o I I { EXISTING SHRUB DATE NOV. 2008 - - 't EXISTING WOODS LINE I -W - EXISTING WATER LINE /rte I Q - S - EXISTING SEWER LINE DRAWN PPH 0--l 8" i -SD - EXISTING STORM SEWER LINE - GAS - EXISTING GAS LINE FILE NO. EX MH RIM 367.94 e I w T \ - OHE - EXISTING OVERHEAD ELECTRIC EVENING S~?ADEA W VE INV 359.64 (IN) pvc 60 PUBLIC a pm L =Pvc~~- ,w RIGHT-OF- a- pm , WAY GRAPHIC SCALE EX MH' r o SHEET RIM 374.15 INV 365.64 IN - EX MH 200 0 100 200 400 800 T r RIM 371.31 INV 361.82 (IN) 4" INV 362.66 (OUT) INV 361.81 (IN) 8" INV 361.70 (OUT) 8" 3n IN FEET ) / 1 inch - 200 ft. ~I rr i _ _ _ _ _ _ _ _ skinner lamm & highamith E~?r'• fr' r, ~A~ 'i''r. k- ~,;J,`~~'~F I { ~ F'~" ta,:.'. ~'n;^j DORIS L. WILSON N/F ` PIN: 1758299014 MARK HOWARD & TERRY ROSE MOSIER I ARCHITECTS ~ D.B. 6882, PG. 945 MARK HOWARD &NTERRY ROSE MOSIER PIN: 1758394506 ~ B.O.M. 1995, PG. 1633 DB 11964, PG 840 D ZONED: R-I PIN: 1758393393 _T ~ LOT 2 DB 8174, PG 724 ZONE: R-I N/F Nharohifsel•eulhllnk.net ~ ~ 702reetbroadetrest poet otllos boe 009 N/F LOT 3 JOHN EDWARD CHAMPION \ PAUL EDWARD MOSIER BOM 1998 PG 1843 PIN: 1758386918 telephone 2622914127 ~ ~ PIN: 1758392072 ZONE: R-I DB 1506, PG 35LOT 5 DB 11964, PG 843 ZONE: R-I D vJ rileon,ne 27894 - OE69 lax 252 2911070 LOT 5 ~ BOM 1998, PG 1843 ~t ~ ~ ZONE: R-I O N/F n m Q BERTIE WALL WIGGINS \ ` ~ ~ ~ ~ - _ BURLINGTON MILLS ROAD (SR 2051) AND U Z BESSIE WAKE DIXON a M ~ ~ ~ ~ ` ~ - - 60' PUBLIC R W m PIN: 1758495036 DB 11256, PG 2438 N N - - - - - - - - _ ZONE: R-I ~ N N ~ ~ ~ - - _ _ : ~ _ , ~ ~ ~ vv . ~ ~ W~( JQ r. ' o _ - U ~ , i \ C - - - - - - - T~~~ l'~I~r~~i -I~ - ~ h ~o _ 1.1_ ~ T m 1 y C•L.6 F.'l ~p•,~ V ~ '~\\1' V i 'I - - ~ - - - - - - - - ~ ~ - 15' ~ - ~ ~ c !5 RIGHT OF-WAY DEDICATION REQUIRED I ~ ~ ~ - - u ~ ~ ~ \ ~ ~y I, _ ~ 30' LANDSCAPE BUFFER / t ~ ~ ~ ;APE BUFFER / MBL I ~ V o 15 RIGHT-OF-WAY - - I - x-.-a-~-.-K=.=~=r ~-e---+- _ \ ~ DEDICATION REQUIRED I- • I ~ BUSES 9~ sEnTS 97 SEATS ~ ~ ~ \ 0_ N , 1i~ I ¢~II 1 Z o 1. ~ ~ SERVICE \ \ zi _ I \ a ~ M ~ VEHICLE DRIVE ~ ~ m - ~ \ r~ W - EXIT ~ ~ - ~ I ~ ~ W FN ~ " - ~ I SIGHT t. Z x \ Z I EASEMENT \ ~ c~ ~ • MICHAEL A. & KATHY C. MOSS • JAMES R. & MARY M. HOLT PIN: 1758269702 ~ I REQUIRE \ \ \ Z ~ o ~ PIN: 1758287782 D.B. 13170, PG. 1237 ~ I p ~ ~ - D.B. 3380, PG. 16 B.O.M. 2008, PG. 1247 Q V ~ 1~ 'Y '1 ~ J I \ p ~ W m3 B.O.M. 1984, PG. 1070 ZONED: R-I ~ ~ ZONED: R-I ~`v \ I FUTU ' RE !5 RIGHT-OF-WAY \ T L O • ~i R F \ I DEDICATION RE UIRED ~ P T w Q ~ ~ ~ ~ 0 I WHEN PROPERTY IS • I c o ' w ~ DEl~ELOPED - \ I W \ ~ m~ \ • a ~ I MULTI-PURPOSE FI o ~ - .TI-PURPOSE FIELD - ~ I ~ ' "`y` ~ o I ~ ~ s w I ® I a Ng & SURD ~ z ~ ~ ~I - ~~u, ~ - ~i/ to ~ 1 ulur _ I vl ,,II rrrr JOHN E. &ERMA H. CHAMPION m I IG'y } ~'1 ~ I ~~I , PIN: 1758289367 w _ l I 'J I D ~ ~ 'rr4 DB 8D80, PG 2111 a I I ZONE: R-I v I j ~ I I ti o~ \ z I - / I~ 9~ - I / ~ SEAL - g~ - \ _ I I-~ 20106 A / - I I o ~ ~ ~ I - w \ ~ FN~INE~~ I - - - N\ l U '1jr1111111111111 I - " - I - - _ = - - I I _ I I Ij{~ - - - _ I I ~ ~ _ _ I I N 89'4fi21'° W Q l) - , , - 75.00 =1 I I ~r.l•,..r~I I •1 ~1:~1, r:l I I ~~r i ~,r I I 1 I~~.v;l I I I~I,.~I~.i ~ i tl:,~l~`. - ` RESTRDOM ~s~~'sFA ~ nc w,ua nc w,ua ~97'SEATS: _ I ~ 21 SPACES nc ~ - ~ ~ ~si ~s~n ~ :CONCESSIONS :'j.` g I I I I ~ BUILDING ~r ; . ~97. ~9EA I L ~ ti ATHLETIC ~ ~ OVERFLOW/ / , / STORAGE/ SITE DATA: ~ $ ~ EVENT PARKING -:-d a`,:I;~Ic~:"'I`.'~• ' ' MAINTENANCE ~ ~ ~ `c T I I I I EMERGENCY Il. '•.'~;'>C'~it.'d'~.I:..:<;~., o - ~ I. 18 SPACES V A SS I LOT AREA: 37.51 ACRES Gj ~ ~ ~ ' ~ BLDG ` I f; I. i rl.~ l •I, .i' 1 f. l'"fir g.,1': t 4.., ,1•, I I',I' Y. nT ~ I EHICLE CCE ~j { { - V - I . ~~,:r r•, i r. l ,1 •I> I: , I r: I •1,. L 1:,L r, I. I I ZONE: R-I b' gyp'! i p I J r { `•.I L••I I' L'i'1:•.L1•:1,.1;'hlxl l.-l'_ `}"1-,..,..{•:f'.L.L V I _ _ I~r ~ A a ~ i x `~`I"' ` I a` I'`I I` , ~ • 12 SPACES 11 SPACES I PROPOSED BUILDING AREA: 196,578 SQ Ft , ~ ~ _ (3-STORY BUILDING) • ~ A ~ / fi / / / ~ ~ _ - - - I FUTURE MOBILE CLASSROOM 6 000 S t ~ _ _ _ - ' _ Q FT ~ ~ ~ - - ~ ~ - - - - - - - ~ ~ % ~ \ I PARKING REQUIRED: 204 SPACES z NNIFER A TIERNEY a ¦ . e ~ ~ ~ ~ ~18 SPACES I I 2 SPACES FOR EACH 750 SQ FT OF ~ .,la.l, l;•I°:I •y ~12 SPACES lid I CLASSROOM FLOOR AREA, PLUS 1 U PIN: 0129272 ~ I'~.~I•:'i 1~1:h~{~I:I •.I;.Ir.l h:l•,1.C.l~l l',.I:•~I, •lal~:G•bll:.'I`I'I-:I•~:L.k•:1:1.1'1CI'~L ~ l~~.L~'1.4°:L:y. . 10095, PG. 1822 ~ , r..r r.:e~r,..a., , t r: r',,1"'~ A .FOR EACH ADMINISTRATIVE OFFICE M. 1983, PG. 1032 I - -'-:-'-'---9LdEkHHG-REC-0h1k1ENDE$~2,2b6'~-°-~- ~ ZONED: R-I ~~(~~~IC ~ QUEUING PROVIDED: 2,900' USE TRAFFIC CONES tAl) / u ulNc ~ Ga ~ r. r i i _ I 68,844 5Q. Fi. = 184 SPACES p TRAFFIC CONES ~ 20 ADMINISTRATIVE OFFCES = 0 g 74 (t0 J o E 62 ~ DURING QUEUING ~ TIMES ti / - ~ ~ RING gUEUING DUI in}~ DOUBLE LANE I 2 ES ~ UIN TOTAL = 204 SPACES Z TIMES 12 SPACES 17 SPAC ~ Fl I qUE G ~ ~ ~ 1--I / I \ \ \ ~ _ ~ ~ / , lv 191 = 9 ' ~ - _ _ _ N, _ _ - - _ _ - ~ I PROPOSED PARKING SPACES: - X 19 SPACES ~ E p,41~ / / , _ _ _ - _ - _ - - - _ _ _ , ~ 13 -HANDICAP SPACES m - ~ - _ • I 204 TOTAL PARKING SPACES 80'17'02 48 / ~ N / STORMWATER / • ~ ~ ~ ~ ~ i9 SPACES I TOTAL UEUING PROVIDED: 2 900' o / DETENTION POND ~ rl 12 SPACES ~ `y Q ' ~Yi"' , a I O MBL j / / - ~ BUFFER ~ ~ MSTA SCHOOL TRAFFIC . - .i •:~.a s I:a.r,, .i,., .i,,,•I.., .i. r.;,-..,.~,.~,r;i.,.,..i.r MINIMUM BUILDING SETBACKS: FRONT = 30' I'V . = pp. I„ ~ r ~ ~ t SIDE = 30' ADJACENT RESIDENTIAL) T; `~NDSCAPE / CALCULATION = 29 BUSES - - V I• i r.~-. r ~ 1. I: I~ 11 _ ' Y't} ..r. I:.r l:.l I ,L,,I ; I; I ,I r ~ rl: 1 I SIDE - 20' OTHER) M 1 i~ - REAR = 30' 2 • - 9 SPACE r'c He He yc yc yc yc yc 11 SPACES I ~ / / / / / / I BUILDING HEIGHT: 45'1 MAX. ~ • r _ TOWN OF ROIESVILL _ NlETLANDS- • ~ ~ ~ 59'1 (MECHANCIAL PENTHOUSES) ~ . _ LOADING SPACES - _ - - - - _ I I PROTECTON E STREAM , - _ - - - - s 4 3 2 I PROPERTY ADDRESS: 4700 BURLINGTON' MILLS ROAD _ ~ _ , _ (100' FROM BUFFER - ) _ 'I I I, J I, ,i I...{ .1 ' 1' f { .:I „I . 111.''I~. ~ ~;..I•:•I , I ROLESVILLE, NC 27571 ~ I TOP OF BANK I I ~ 4. I I ~f:~:b::L. I START TRAFFIC ~h;~ PROPOSED LAND USAGE: PUBLIC MIDDLE SCHOOL QUEUING ll- / I "``1'T~ / / OWNER DEVELOPER: WAKE COUNTY BOARD OF EDUCATION I w v / / / / N/F 1551 ROCK QUARRY ROAD NEUSE RIVE I (50' F R BUFFER \ ROM TOP A ..I'•..I ~i .~,_t:: p; .,a.: ~ / ~ FANNIE M. WATKINS, / ~ / , / / , I RALEIGH, NC 27610-4145 / ` PIN: 1758480271 -f'-----------_ OF BANK) \ ` ~ \ / / ESTATE FILE: / . / / ' / / ~ ~ / 2 _ REFERENCE: DEED BK 13179 PG 1360 `u 'r / ~ / : j' / / / / / I O 2004 E-2499 , ~ / / ~ DOM 1961, PG s7 MB 2008 PG 1281 / / / . / / / ZONE: R-I r~-~..--.---....------~\ \ y r ~ . / / / / / / % % / I O / ~ i / ~ / / / O PIN 1758387160 I \ \ \ _ ~I`I~1•r i / / / / / / / / / I ' / ~ / / / ~ / ~ ~ • ~ / / / I \ \ ~ 1 r:.. / / / , ~ / / N / / o \ ~ / ~ ~ \ / r _ \ 1 / ~ ~ t' 1 l 1 1 ' I: I' I ' 1'•, i '1:1.:..1, .I ..1 .i; . ; 1 `1'.'1 ~ - / / ' / % ; / I SITE NOTES: / , / / ~ / ~ I~ ~ NO ACTUAL SITE SURVEY HAS BEEN PERFORMED BY BARTLETT / / ~ / / / / ~ z ' / / ~ / E G / / / , / ~ I o N INEERING SURVEYING AT THIS TIME. BOUNDARY & TOPOGRAPHIC I \ ` ~ i~ ~ / / - / ~ % / / / . n INFORMATION WAS PROVIDED BY ARCADIS - G&M OF NORTH j / / I .i sl: r I r.a I ~ / / / ~ CAROLINA, INC. DATED OCTOBER 2, 2008. r I m / / / / / / , - / / / ~ / / . I.. I ~ EXTERIOR LIGHTING TO BE PROVIDED BY PROGRESS ENERGY. - / / / m -.1., / ; / ~ / ~ ' / / ; , I A ALL OUTDOOR LIGHTING SHALL BE SHIELDED IN SUCH A MANNER ~ i / / / / ~ THAT NO DI / RECT GLARE FROM THE LIGHT SOURCE CAN BE SEEN i ~ ~ ~ / I\ ~ ~ ~ ..T / / , / / , j / I ~ FROM A MAJOR THOROUGHFARE, AN ADJOINING ZONING DISTRICT, m Oy, \ ~ ~•BIORETENTION AREA 3 ~ 'J I:.'a j:. ;;p I t:4" I..I .;,,r1`T / ~ ~ / NEW MIDDLE SCHOOL / ~ i• r- OR FROM ABOVE. ~ p ~F (SpF(rS ~ ~ TOP OF PLANTING MEDIA \ I (lpoROT ~0( ~ FR ELEV: 3 .50~ ~ \ - j / / / / GARBAGE PICK-UP IS BY PRIVATE COLLECTION. - / 3-STORY BUILDING ~ F F 1 R/ ~ ~ \ I - I~ FRpCTO SP/( ~ ~M `F~ \ \ _ BUS LOOP P ~ ' ~ / / / / / / / • ~ / / I ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, w pN 6 CF roo 6G ~ - ,,~i \ ~ \ / / ' / ~ / AND SIGNALS SHALL BE DESIGNED INSTALLED AND MAINTAINED _ / , ~ / / Z / / ~ / ~ ~ I IN ACCORDANCE WIT Im Op UFF STR ~F F~ \ - oFeFR E9M ~ eq FR \ \ ~ / H THE STANDARDS SET FORTH IN THE / ~ % ` / ~ / / I MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. U W ~ \ ~ \ / / / STANDARD R7-8a RESERVED PARKING AND MAXIMUM PENALTY , a Io \ \ \ / / ~ ~ ~ f % , N / / ! / / , / ~ / ; ~ ; I $250 NCGS 20-37.6 SIGNS MUST BE IN FRONT OF THE HANDICAP n y. IS ~ ~ \ \ SOFT-BALL FIELD ' / / / % ~ i' • / % / / / ' PARKING SPACE. SIGNS MOUNTED ON POSTS SHALL BE A W N / / , , / / /j / / / I e / / / ; / ; ~ / / / / / / / / MINIMUM OF 84 ABOVE GROUND. VAN ACCESSIBLE SIGN(S) MUST / / i / I I / , / , ~ , / / / / / / / / / / / , BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES. Q /i I Z Z ~ \ N/F I \ Z ; \ 'y ~ ~ r , / ~ / / j / ALL REQUIRED HANDICAP ACCESSIBLE AREAS SHALL-MEET ALL APPLICABLE / / ~ / I ~ i ~ ; ; / , / / REQUIREMENTS OF VOL 1-C OF THE NC STATE BUILDING CODE. HANDICAP ~ JOHN E. &ERMA H. CHAMPION ~ \ \ \ \ PIN: 1758269387 I ~ \ \ \ \ ~ ) ` / / / / / ~ , PARKING AREAS, INCLUDING ACCESS AISLES, SHALL NOT HAVE A SLOPE IN H ~ . / / i / / , i , / / / / , / , / , / i I rvnrnn nr ~ ninr nrn rnnr ~ zoNE: R-1 PAVED PLAY COURT CAVWJ Ur 1/9} RILL rLm ruin. U ALL SITE PLUMBING IS TO MEET THE NC STATE BUILDING CODE, _ VOLUME II, PLUMBING. W DOMESTIC WATER TIE-IN FROM J R EXISTING EFER TO BUILDING PLUMBING TO NEW PLANS FOR BUILDING. -cly I \ \ \ \ I ID / / REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. J - G1 1::1•1.:1 U X: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF ROLESVILLE I \ \ I :aV::. ~ / S 0 ~ \ \ \ & NCDOT STANDARDS SPECIFICATIONS AND DETAILS. V! 6 SPACES rlc I U') W W \ \ I C 4-0 IIII 1 w J I I \ \ ~QC / / rJ` / ~4 / 4. i u I Q \ I I \ _ .off\\ /JO . \ I I \ \ 4~ / mom I l~ ~11 SPACES - - - - - - - - - - - / I } . . g i :Gf~...WA'K::......_......t.:: : '•ii: f::;.::•::t;:_:::r: 1 #211 T~\ BIORETENTION AREA #1/~~ I-- J • \ BIORETENTION AREA #2I 1 T \-Z~ OP OF PLANTING I1 I I1 ~I TOP OF PLANTING V l FRO Rl(re I IAELEV_366.40 _ MEDIA ELEV: 369.00 I I\ ~~rop SUFF. \ \ OF ...."':;{r : z? l I \ \ \ gqN ' II ~'i~ ..:;c;::ii t•':".;•." _ELSE _RIVER _BUFFER / - - - - J m Z (50' FROM TOP OF BANK) - - - = = I I . - - - - - LEGEND Q 1 ...-:.:-.e::........•:............... o EXISTING IRON PIPE A EXISTING CONCRETE MONUMENT I - - - N7 - - - - - - - - - - \ 521.36 O DKI EXISTING WATER VALVE _ ~ J 2 30' LANDSCAPE BUFFER / MBL \ 7610' 67.16' V J M 8' g .5 1 EXISTING FIRE HYDRANT w O i I a EXISTING WATER METER V V ~p54.19' (TOTAL) 90.23' L - - - - - - - \ 733b`• 75.54 73.66' 4 8' \ ~ I 0 EXISTING MANHOLE O m EXISTING LIGHT PO V a W 1 # LE p ~ _ EXISTING POWER POLE O p Q 128.61" 74,94' 75.02' 75.02' 74.96' 75.09' 74.98' 7'51 ,59„ W EXISTING TREE d- AXLE _ _ % N /F EXISTING SHRUB a CITY OF RALEIGH ~.ti.y.y M EXISTING WOODS LINE PIN: 1758475494 -W-EXISTING WATER LINE COMM. NO. DB 10133, PG 750 - 5 -EXISTING SEWER LINE LOT 117 BOM 2003, PG 614 - SD - EXISTING STORM SEWER LINE DATE NOV. 2008 0 LOT 108 ~i LOT 109 LOT 11 LOT 111 LOT 1 - _ -~rOT 114 'SLOT 115 LOT 116 ZONE: R-2 CLU - GAS - EXISTING GAS LINE LOT 105 LOT 106 LOT 107 LOT 103 LOT 104 - OHE - EXISTING OVERHEAD ELECTRIC DRAWN PPH LOT 101 LOT 102 LOT 99 LOT 100 FILE NO. LOT 97 LOT 98 LOT 96 EXISTING 2 HAMPTON POINTE - PHASE FIVE V BOM 2006, PG 814 - 815 HAMPTON POINTE - PHASE FIVE 12" WATER BOM 2006, PG 814 - 815 - 17 v I VARIOUS OWNERS GRAPHIC SCALE m ZONE: R-I VARIOUS OWNERS ZONE: R-1 Z a 0 I so o so sO izo zoo SHEET ZE ~ fq OZ Q ~0 r1 4'. / W FEET) 1 inch = 60 ft. skinner lamm & highsmith a W`: r~s V - t . ~a t. u\ y - ~ ' ~-lw ~ k ~ ~ DORIS L. WILSON N/F 1 \ ` PIN: 1758299014 N F MARK HOWARD & TERRY ROSE MOSIER ARCHITECTS \ D.B. 6882, PG. 945 MARK HOWARD & TERRY ROSE MOSIER PIN: 1758394506 \ \ \ ~ ~ ~ ` B.O.M. 1995, PG. 1633 PIN: 1756393393 DB 11964, PG 840 D \ y ZONED: R-I ~T LOT 2 \ DB 8174, PG 724 ZONE: R-I N/F elherchlleel~earlhlink.nsl ~ ~ 702 ~eelbroed etrsst \\~I\ \ \ U~ \ \ N/F LOT 3 JOHN EDWARD CHAMPION \ 1~ ~ PAUL EDWARD MOSIER BOM 1998, PG 1843 PIN: 1758386918 A N poet alfiee boK 069 v, ¦Ileon,nc 27094 - 0009 ~ telephone 202 291 4127 \ v X ~ ~ \ ZONE: R-I DB 1506, PG 35L0T 5 ~ ~ \ '~n\ ~ \ PIN: 1758392072 \ ~ ~ OB 11964, PG 843 ZONE: R-I y fu 202 291 1070 m \ ~ \ ~ ~ ~ ~ LOT 5 \ ~ r/ BOM 1998, PG 1843 1 ` ~ ~c ^ / ZONE: R-I O N/F a o m BERTIE WALL WIGGINS o 0 l ~ r o - _ \ ~ \ ~ ~ . / ~ BURLINGTON MILLS ROAD (SR 20,51) _ r ` AND I I \ ~ U l ~ _ _ - l _ _ 60 PUBLI I RTIN- \ / ~ - ~ 1 / \ ~ I L \ L I ~ / 41 / - - - - - - \ ~ ~ BESSIE WAKE DIXON \ m \ - - - PIN: 1758495036 ~ ~ ~ ~ ~ ~ ~ DB 11256, PG 2438 w N N ~ - _ _ ~ ~ ~ ZONE: R-I a a _ p _ _ _ - - - _ _ / _ - ~~--Q~ - - P ' ~ \ - - , _ ~ E , sr - - - 1 1 - ~ - - . ~ . - - FES#8 ` I - - - - - . 2 , _ / / - - - S - i , - / 1 ` r .T2 ~ ~ ~ I ~ - ~ - - ~ 11~~,1,.:I~{~ I r , , / r--~ r- ~ _ .'1':I I. 1'6,1'.'1. "I ~.,Y.'.I ~'{'.I II:,'I'I:'.'I._'AI'~.I J'..L,I..I ~i - \i ~ 1 ~ / ~ J / ' ~ 376' - ~ - - / / / . . ~ ~ ~ - - - - r ` ,387 ~ . \ - _ ` ~ o - - c _ / _ _ 386_ _ ~ - - ~ ~ \ w i ~I I / r ~ ~ ~ o, / , / / / r 386 \ - 3~" r ~ ~ : ~ ~ ~ \ \ / / - AY DEDICkTION`REQII ED I - ~ _ _ _ Q ~ Q ~ - ~ , ~ II l'f ~ . / / / m ~ . ~ / 85 30 ~ SCA / \ \ \ ~ ~ \ \~r - r ~ \ J - 30-~ SCAP .BUFFER / BL i- ~ \ ~ \ \ ~j~ " ~ ~ r , : ~ a - - ~ I - / / -~---1~ - / / ~ 15 RIGHT OF WAY 1 - ; - , ,T,_,..._,_,-, T ~ DEDICATION RE UIR I / ~ / / / / ~ ~ f Q ED I l / / , / 97 sFATS \ ~ \ \ ~P / _1 ` • ~ \ I / Z ~ ~ \ ~ \ \ \ 14 ` ~ ~ ~ ~ ) \ WILLARD AND BARBARA FREEMAN PARKS _ i ~l i l ~ f / , l ~ / ~ . X ~ N ( - ~ - . ~ \ I ~ _ ~ 384 ~ ~ \ \ , / ~ ` \ \ / PIN. 1758487746 ~ l /l /M I ~ 1 / ti I - ` C~' / \ DB 1781, PG 10 ~ ~ m / ~ \ \ - ~ \ ~ ZONE: R-I W w ano l I I l i I ~ I \ \PDI# 0.38 I I ~ ' ~ / \ u\ ~ W a _ ~ Is , I I MICHAEL A. & KATHY C. MOSS I I ~ - JAMES R. & MARY M. HOLT PIN: 1758289702 I I ~ ~ v I l ~ _ ~ zz PIN: 1758287782 D.B. 13170, PG. 1237 ~ l p I ~I ~ ( ' D.B. 338D, PG. 16 B.O.M. 2D08, PG. 1247 \ V C yy 1 f I I ~ \ ~ W ~ ' V l ~ ~~AQ \ ~ ~3 B.O.M. 1984, PG. 1070 ZONED: R-I o V I ~ ~~I ~'Il ~ ~ ~ / I v ~ ~ ~ I , ' I \ 1 ZONED: R-I \ ~h.• ~ \ - PD 4 r J I J ~ N PDI 9 FUTURE 15 ~ \ \ o, ~ ~ ~ ~ ass , I RIGHT-OF-WAY \ \ T L II I ~ / ) \ o I ,I : ~ , / / ati/ / / ' g ~ ~ \ R F / / ~ ~ ~ M I ~ ~ P T ' o ~ ~ DEDICATION RE UIRED \ ~ \ \ o~ ~ 3~8 I I ~ / ~ 1 I i ~ a - \ ~ w Q \ ~ 1 ~ I~ ~ _ ~ ~ M ~ I WHEN PROPERTY IS / \ ~X \ I1 Iv ~ 1 / I , \ ~ I I / \ ~ \ / ~ 0 ~ ~-J 390-" ~ / _ ~~_oo~ \ I DEVELOPED ( \p of 1 ~ ~ ~ G•~\ ~ \ \ / to V \ ~ o ~ \ I 1 I I I \ ' X 0 1 m I 1 v \ I I lm I I ~ ;rt ~ \ ~ / / "J ~ - PDI#8 ~ ~ ~ 1 ~ Iv ~ ~ 1 \ \ V ~ ~ti ~ ' 8 / -v - - F y~ ~ / ~ ro _ o ~'v I 1 \ ~ F v / I. ~ a 1 R I I' 1 1 1 ~ v ~ I I \ v \ : ~ s lil, ~ / ' ~ ~ y 386, i' \ o ~ \ /N & SUR~~ e ~ _ I 1 \ ~~\~I X11,_ N/F ~ \ ~ = \ \ I ~ \ ~ - \ I I / o \ I 1.111 i JOHN E. &ERMA H. CHAMPION m ~ , ~ll ~V \ \ \ ~ ~ - - i PIN: 1758289387 \ \w ~ l ~ ~ ~ \ 3g~ " l 0 / / - _ - ~I V ID 385_ ~ \ \ ~ ~ DB 8080, PG 2111 \ a~ ~ ~ ~ \ , N : - a \ ~ ~ 1 DI 3 I \ / ZO E R I \ UII I \ # N Ill ~ ~ r ~ 1 38 ~ .~3~7_ / I ~ -383 ~ ~ _ I / \ c\\ / q~ / PDI _ I \ \ / \ \ \ ~ ~ _ 382, ~ \ ~ / / ~ EAL ~ f ~ - - I ~ - - ~ / -1 ~ ~ 'S~ - ~ _ \ \ / / ( 1 20106 I - ~I~~ ~ 1 - _ _ '~_I \ 1 / / -_381-- ~ ~ - i ~ ~ / / \ ~ G ~ ,~1 (r ~ "11 ~.:r M ~8 - I ~ ~r `V ~ 4~ I\ ~ I I c #71 - - ,A I I _ - - s - ~1 t - ~I#1 \ - - _ ~ I ~ I ~ ~ ~ \ I hl~. - - Sao - _ ~ I I I I \ \ 1 ~~I~ - 1 - \ I _ _ ~ / \ M - I~ N894fi21 W,_,'\ I ~ / \ Q l'1 - :x..329 ~ ' ~ , - - ~ ~ ~ I 1 •7,5.00' \ ~ ~ ~ \ \ ) ~ 1 .I )'l'.I'~1 r.f:l., l~r•.I'I`I Y !'1•'~I'.L: .I dC.l:f.9-•f i'I'P ~rl.,bc PDI 2 I ~ 1, ~ -~J 1 \ _ ~ 97cSEATS'~ ~ ~ 97cSEATS' xc Rwa ' . "97 SEA i \ - \ \ ~ / ~ \ \ I \ / i ;~i ' PDI#6B 383 I \ I / ~r X 1 I 6 .a ~ I ~ , - 382 PDI#6A \ 382 \ ~ ~ ~ ~ ~ ~ 1 , ~ i V ~ ~ I..I. I i ..I„ •6 h G :I' I; I , i:. ~ \ I 1 \ I I - - B2 = .12. ~ i ~ 1 a.,,l, ..L I :.I.•1:: ; rJ \ 38? PCB I ~ ~ ~ ~ \ f i \ I I ~ I l l \ I ~ 1 1 / 1 I I i ~ I ~I i: as.E."I:'I:~:al,'rZl--~11.~..{•:1''~ , r, ~ ~ _ _ / ~ \ _ I l ~ I ' , 1 I l u, ~ ' ~ ~ - 6~376~ p,g i8 r ~ ~ # - ~ \ ? ~ ~ 3~ = 3j _375=,~j.^ -r~--- - ~ ~ 381 ~ \ \1.. I 1 '1 1 W v ~ v ~ v ~ 1 1 I -v 1 1 1 / { I I \ \ ~ij ~I. PCB#~ P 'S 1 A , \ ,3 a ~ JENNIFER A TIERNEY 1 1 ~ f 11 1 ~ I~I,•:L: ~ i ,I :I ~I ` r•,I;:.I--r; v:. \ \ ~ c 1 ~ ~ V w " ~ ~ / w ~ 1 ~ I I ~'~I f 1r.;G.~ ~I.~L'.I,~ I ILL P;:I P C:`J "`~I 1/{ b ~ i'F, I ~I''.I I: •.I 'I :'L 'I PIN: 0129272 ~ 1 ` l \ I 73 ~ \ A3 v • ' ~ ` 376.!377.0 - 378.0379.0 37~~ D.B. 10095, PG. 1822 ~ \ ~ ~ 1 \ ~ \ ~ .0 037„ .0) # A. D2 ~ r..r..r,,, i..r i i 1,.1-. er: , i,~i- r. y..i.~, 1 ~ I / X379. 380 PCB 1 ID3 ~ ~ ~ c~ ~ / I U B.O.M. 1983, PG. 1032 \ \ ~ ~ ~ _ ~ - _ ~ \ ~ I 3v ~ ' 3 372-373 ZONED: R-I \ \ \ L ~ \ ~ - 371.0--- - ~ n 1 ~ \ ~ \ \ \ \ \ (T01'A~ \ ~ - \ 3 3~ 69,9 _FES#2 FES#.. . ~ \ \ \ `3S \ 162, ` ~ \ \ 36s. ~ ~ \ ~ ifi7 n - fis.o .FES#3 ~ ~ ~ ~..u ~ ~ I / ~ ~ ~ A I - r~~ ~ I ~ 1 \ (382- 1 ~ ~ Z ~ ~ r7 \ f - I \ I--1 ~ •nrn 'I .tine l6 ^0- _ I / / I ( I \ \ 384 -.1 \ \ ~ ) / I • ~ o / ~ j \ ~ J ~ \ \ T. 2 385.0 ' / \ ~ \ \ r 2 \ x,482.41' 1 \ \ '``~'.a 3°^^ 36 ,O~ "1i I I-.1 8~ ~y T - 380 ~ 1 ) M ~ I m / / \ N80~7Q \ \ \\o \ ,Tj ~?~•0 0_~. \ \ 61.0~~ -~0 2.0 moo- r~ / / / \ \ \ \ ss ( \ ~ 0 / ~M~ ' , . \ \ST~ORMWATER~~o on?- - N ~ ~ / i / \ ~ \ \ \ \ \ \ , ~ . , \ ~ - \DET\ENTION POOJ~D '~ODt ~3 / \ ~ s ~ \ \ ~ ~36 \ \ ro Mop<"~I ? 66 5 / 7 \ \ F,: ~ \ - ~ 68 \ `340 /j~/ \ \ \ ~ CAPE BUf 1 1 ~ ~ \ \ \ ~ ` _ \ _ - 3 85~ ~ . I \ / / - - - _ ~ \ \ \ , . 30' ~p,NDS \ t 1 1 - \ ~ 36 \ ~ ~ "366.5 - .~~68 3 \ ~ 141.3 ~ \ v iP \ \ \ ~ \ \ ~ - - 8 ~ ~ / \ -Jb/.U.. ~ 67 5" ~ . . . I PCB#1 ~'t .I: r1 ~1: ~ L.i.• I:,i , I < . ,i r. t i ° I. r ~ ~ I i / I I I l ~ I I ? ~ ~ \ 1 \ ~ 1 I ~ \ \ 369.0 i~ 3 .1. . I ~ n 0 \ \ - i ~ _:iC - - ~ J ~ ~ C HC - ~ He bC He ~I , ~ / / I / U . ~ I ~ \ ~ I I I 1 J6 icc n . 1 1 I ~ ~ ( / ~ I I \ ~ -3 J65.0 ~°aA n~ 365.5 ~ WETLANDS. . ~ ~ / , - TOWN\ OF ROLESVILL ' I - •I ~ I \ ~ - - `-DISSIPATOR _ s 363.py= W rn' , / ~ / IJ ao~ ~ PROTEQTON ' E STR ' M I 1 ( / \ 361.0 ~ . ~ I ~ ~ _ - - 1 ~ PCB - - - ~ / I I ~ / ~ •1 a ~ - - - - CB 1 z G3~ _ / ~ 3 ~ (10D~ F BUFFER I 1 ~ I I l - _PAD - c rn / - ~ _ ~ ROTA TOP OF I / \ ~ - - - - - m. ~ s ( J / I ~ IW . ~ FGB#20 / G - - - - ~ ~ BANK) I ~ / ~ I I \ - - ~ FES ^A" . I. ~ ~ _ ,~-339 1 \ / / / ~ ~ / I \ - - ~3~ / / ~ ( i l 1'•~.~+ a /r 'a o , I I ' 1:'~-'~ l I'':'.t'.I I :I I:`1. ~ - ' ~ - ~ - - \ \ ~ , ~ ~ I Q. 1 r . / l / - l 1 ~ ~ -1- - ~ - / ( l i l I 11- \ \ ~ ~ / ~ / ~~'ri'"" LEVEL SPREADER 2 1 ~ / ~ ' / I v A \ I , I I A---- / ~ ~ / 1 v - - VEGITATED - ~ ~ 1 ~ , 'S~ ~ a / -83 ,3BG / / / / .I I f r \ I \ g,, `S R~VER b, FFE,~ ` I I ~ / - - _ _ FILTER STRIP f ( - ~ . ~ FROM TOP I ~ \ \ / ~ f I ~~2 / / ~ ~ /ice ~ / / / - - - FANNIE M. WATKINS, ~ / / / / / / ~ . 1 u~- ~ / i / / / . ~.r ; Y /i - / / c~ / l /•Y, . ~ X I_ y. _ / / ~ i 5 / ~ PIN. 1758480271 ~ / / / I 1 I l "'.I--- \ _~OF BANK)\ I I I \ ~ - - - - - - - ~ 71 f / ' i J 1 ~ i i 1 `'I< ~ I / i ~ / , i / / 1 / / 3 j . ~ , ' 'ESTATE-FILE- - ~ ` ` / I ~ I ' / ~ / 2004-E-2499 - J / ~ I 1 ~ / / - - ~ ~ / ~ X386 / / ~ I / , - r / / / / j / / / 7 / / ~ ~PH # BOM 1961, PG 97 ( I I / , \ \ \ \ I\~ J \ 354' I-° rx 62' / ~ ~ - ~.•s ~ ~ ~ / / / / / 1 / / ~ - 8~ ~ ZONE: R-I ' I 1 ~ ~ _ I I t I / / r l r ~ ~ - 'BB" I \ \ \ ~ \ I I I \ \ \ ~ - ~ FES#7 ~ / 3 366J ~ sl •...I fi'.i ~ / ' / / / / / / ~ / / ~ ~ I I ) ~ ~ 11\ \ ~--,~-353- % / / / ~ i I - ~ \ \ . ~ ~ ~ ~ ' r DISSIPATOR PAO ~ / / i / / . , i 1 ~ ~ \ \ \ - - ' i ' DEPRESSED TYPE / ' / I l / ~ / / / ~ / I / ~ / / / 1 I I / - ? ~ ~ \ \ ```7g 348 ~ ~ _ i / / ~ / / ' I r., ~ / / ,n / / , ~N/ ~ ~ X336 - ~ \ ~ \ / ~s g~ 1. v{,c.~,l' 'orl; / / l - ~ A ~ ~ ~ v O .q .~5i~ ~ L: G ~"I%I {~,1.a~.; l,i~'.I~...I :..1 , .7 / - I. \ 1\\\ ~ \ - ~ ~ UFES C3 i D~22C ,~y i n i n / / / / ~ 1 \ ~ / I ~ I ~ , •(1\.\\\\r. \ ~ '9 \ r i .366 i ' / ~ i / rr / / iM/h / / ~ \ ~ I ~ / ~ a• ~ I/ i / / ~ PDI#18 I ( ~ ~ \ ~ I \ ' /.ice 1 ~ ~ \~~_i \ _ ~ 'h/ /I / ~ yro/_~ / % / C / f rJ ~ / / / ~ / / PDI '17 / •,1~• d. 1- .•v :a s r i. •:1,.i ' lr I i ~ \ I I I I ~ ~ _ \ I I I III i ~ E5/ / i / / ~ ~ \ ~ ~3 ~ / - - A ~ ~ ~ v v \ I ~ I / I , ~ tik / / / -'~y / \ I ~ / _ _ 343, ~ ~ s ~ ~ i ti / J i - / o m / , '1',.; .,...-''I,: ;~l.,:l: ~ \ / / ,fig 1 ~ \ \ I r1 I I I I I / m ropy, \ ~ _ _ ~ \ ~ . . ~ ~ . . . . ` ~ 1 1 \ \ \ y I ~ Lf C'-I' 1'`I~+h' ~ , ~.l_~~1, :I~ I 9 I~ / N / / ~ N v' \ ~ / ~BIOREfENTION AREA #3 \ ^i ~c \ \ \ \ ~ 1 4 J ' / L .:,.I y1-i ~ /,i ; ~ - ~r ~ r. ~ _ 1 1 ~ I I I I I ~ 5~ / / /p'pF ~ \ Ys`-FES' ~ \ ~ \ - / ~ ~ \ TOP OF PLANTING 1 1 1 \ . ~ \ \ ~ \ \ 1 l 1 ~ 1 1 I : ti ~ / / i ~ / / . " 386 i ` ~ \ 1 I I ao ~ / ,(~o . Rpr Rp / ~ _ ~ F ~ ~ a. \ ~ \ _ - ~ MEDIA ELEV: 358.80 I I I \ \ ~ \ \ 1 \ ~ ~O ~ I \ w F c~ ~ / r o 1, v vv L. ~ ~ ~ v I V ~ M I C I ~ _ ~ / ~ ~ 1 ~ - f - \ ~ / / / / / ~ l I I - / ~ \ / / / ~ r / / \ \ ~ I I 1 I I ~ / to / ' ~ / / ^ ~ ~ \ - - \ ~ ~ \ , ' \ w \ ~ \ 3 ` \ PC 39' . • /I \ \ \ \ I \ ~ i 1 ~ I / / i / ~ \ \ - \ _ \ \ \ \ \ \ \ \ ~ r ~ r 1 1 I 1 I ~ ice/ / / ~.PB ~ ~ 1 I 1 I 1 1 1 I \ \ , :.1. ,380. , / / / J\ / \ , ~ i` \ I ~ \ 1-1 ~ ~ /1 / / / ~ , / / ~ \ V A ~ ~ AV A ~ \ ~ \ v \ ~ \ A J02 \ V A A V k V 'v', JOHN E. &ERMA H. CHAMPION ~ / ~ / / ~ , , . / _ - \ \ \ ~ ~ 340 ` 34@. - ~ . \ \ \ \ '=:y:%t?:: ~ \ \ \ \ \ \ \ ~ \ I~•:> , PIN. 1758289387 / / / / / ~ - \ \ \ \ J\\ ~ ~ \ \ \ \ \ \ s9 \ \ \ ' ~ \ \ > ' no onen on n, 1 ~ I ~ % _ \ ~ \ ,I \ ~ . i:~ik \ , ~ \ \ \ - \ \ \ • % ~ i J i - t I ~ : III / / / . r, r . / / / a ~ ~ 1 I / ~ 1 \ ~ ~ ZONE: R-I~ i / / -ll~ \ ( w \ \ \ \ „ ; ~ . is t , ~ ~ • ~ ` .PCB' 3. ! ~ 7-/~/ i , / / / ~ / ~ f ~ ~ / ~ Y. ` ~ l , I l i ` 1 1 I, i ~ ~ U PROPOSED \ \ PDI4t1 C W r ~ .yh \ \ ~ ~ ~ \ ~ \ \ WALL \ \ I#20 02 , 1 ~ ~ 1 - \ ~ - it ~ % ~ ~ / / / g 351, ~ , t.`t ,i.. ,I-1 ~ , . , I , ? 377 / / \ - \ \ \ \ I \ FES EgS. \ M In / \ / / / - / _ ,35~ \ _ \ \ \ \ - \ \ 1 I I ~w "''rte ' I 1 \ - y HC \ . ~9 27 \ \ I ` I \ V] W + \ K \ P~B#28 13 PC 3 \ \ I ` \ W W / ~ ~ / / i ~ ~ \ \ \ / \ \ \ p ` . DISSIPATOR PAD / (DEPRESSED TYPE) \ \ co U-) I ( 1 / / - - / \ \ \ 1 LEVEL SPREADER#1 \ I I ^i:.;;..:::••_. ` 2 - 7 ~ / , / / \ \ \'~5 i~ \ l \ Lr) / / / i \ \ I \ \ FE S#5 3 DISSIPATOR PAD I I \ ` ss \ ` -387- - - - 1 C7 Q O / PDI DEPRESSED TYPE FES#4-----r\ \ _ -----T-- I \ \ - \ Z O O NouIS \\1 / PDI ~ o - L g\ k 5 1 - - ~ .:::•:•:::•::•::::::•.::..::::3 PROPOSED ~ - ~ N ~ ~ _ \ \ ~ \ 1 (n V / \ - - - I ?s, I~ \ \ \ I'LL SIORETENTION AREA -357 \ f ?:3••;:::... OP OF-PLANTiNG- \ \ I \ \ \ \ s. (s. .t 'ETENTION AREA #2 I \ i ) n . \ . ' J U) o BIORETENTION AREA #1 WALL M _I 9F PLANTING U 04 M TOP OF PLANTING _ : \ 3)p , r - _ - \ \3 AELEV_366., 40 - - - 1 \ \ 8 \ \ - J MEDIA ELF! 369.00 0 1 -360 l 50 \ \ - - - \ 1 \ 1 \ \ \ OF F " 1 :emu=z tiii:: i;::: m... \ t EUSE `RIVED. BUEEER _ i - \ .3 \ - _I m :::::::::.:;:::•r:•r............:::::•:t:..... X370 (50' FROM TOP OF BANK) 9. \ \ l \ / Nk X36 -5b L0 _ 370..:° - - _ \ X367 lA - =`-1- - _ \ ~y~ \ \ - d LLJ / I f \ \ \ I-~ l 1 \ \ - • \ 1 I \ \ \ 300 ~ JS \ ~ FES nC2n 36 364' I I ~ ,d66 \ \ ~ - ~ - - i ' _ - _ X62- ~.M = = ~ ~ \ \ \ - 366?- _ _ . \ \ - 32136 - \ ?~s . 11 _ \ LEGEND H Z \ \ - - ' ` ( / - - - - - - \ 730' TANDSCAPE BUFFER / MBL - \ - - / \ 76. l~ \ \ 67.16; o EXISTING IRON PIPE v' W 671-6, 60. B , W f~ - T / _r / I IN, 75.- 90.23' - - - - - r I / \ \ 1 \ 73.66' • ~73.3~ 54 \ 6~ X54.19' r-OrAL ! \ \ \ \ \ - EXISTING CONCRETE MONUMENT ~ U i _ - '?I BRIDGE ABUTMENTS - - - - - 1 y J L I EXISTING WATER VALVE Q m ( \ 1 I 74.96' -J5.0 T5159 EXISTING FIRE HYDRANT Q- (SEE BRIDGE PLANS) O W \ I o EXISTING WATER METER O O Y f \ \75.0 75.02' J6.1 10' ' PRE-ENGINEERING 7894' I / ,3 \ 60 128.61 \ \ \ \ \ I 59 -CONTINENTAL PONY PEDESTRIAN= Q :NGINEERING \ \ FES "Cl" EXISTING MANHOLE cL JY PEDESTRIAN 1 ~3 60 - AXLE TRUSS (SEE BRIDGE PLANS) % # EXISTING LIGHT POLE IGE PLANS) N/F EXISTING POWER POLE DUCTILE SEWER MAIN PIN: OF RALEIGH EXISTING TREE COMM. NO. 2 (x\36 r \ CROSSING (SEE DETAIL) DB 10133, PG 750 - \ - LOT 117 BOM 2003, PG 614 Q EXISTING SHRUB LOT 109 LOT 110 LOT -11-2 LOT 107 LOT 108 1 \ tiY EXISTING WOODS LINE DATE NOV. 2008 _Loi / ~~COT 114 LOT 115 LOT 116 ZONE: R-2 CLU -EXISTING WATER LINE LOT 105 LOT 106 LOT 111 LOT 103 LOT 104 PPH,JM DRAWN EXISTING SEWER LINE LOT 101 LOT 102 -C LOT 98 LOT 99 LOT 100 EXISTING STORM SEWER LINE C EXISTING GAS LINE FILE NO. LOT 96 LOT 97 J/( J/Q ; - EXISTING OVERHEAD ELECTRIC EXISTING EXISTING i / - rLn.a.ar~ PROPOSED WOOD LINE Q HAMPTON POINTE - PHASE FIVE HAMPTON POINTE - PHASE FIVE 12" WATER J BOM 2006, PG 814 - 815 12" WATER J v BOM 2006, PG 814 - 815 - m I VARIOUS OWNERS VARIOUS OWNERS ZONE: R-I \ J O ZONE: R-I GRAPHIC SCALE j`~'~.~'•.' Z ~ I SHEET 60 0 30 60 120 vJ Z 240 10 ( IN FEET ) 1 inch = 60 ft. P:A...... CADD\,....LAIVDPROJECTS\SLH\07136\dwq\07136SP1-REV5.dwq 2/11/2009 8:07 54 PM EST skinner lamm & highsmith ~~;T~ F.~: - eJ ?ra y ~i I`\, •y~a t .s ~ ~ I / / 1 J ~ ~ ' Y ~ Nl ~ 4`.i'u J / t i \ \ ~'~'1 ~ \ ~ ~ ~ \ ~ ~ _ ~ ! it ~ ~I ' ~ .III ' . ~ 1 . ~ _ J ~ _ _ , _ _ _ _ 1 ~ ~ ARCHITECTS _ ~ T ~ I' ~ T - ~ ~ ~ ~ ~Ihuehil~eln~rtblink.nat - ~ ~ ~ _ 702we~tbroadrir.sl , . ~ ~ ~ ~ post otlica boz 009 - ~ ~ ¦il~on,ne 27094 - 0009 - \ blspAone 262 291 4127 ~ _ ~ ~ Iu2622911070 i ~ - BC=377.77 ~ \ - - - - - - - , PCB#44 BC=377.88 - - - - - - - - f, „ n - 385-,. - - - - - - - - - - ~ . . _ _.i~ l BC=380.54 ~ _ = B 1 _ , ' BC 377.7 - I ! . ' as BC=383.73 - ° 1. ' BC=382.89 0 0 1 U 1 ~ \ " -BC=382.00 ~ U ~ I m ~1 , T . - _ _ : SITE DATA: ~ M~ S2 ~ - BC=378.80 ,r lI I - 1 f I ~ ~ ~ ~ / ~ ~ P B 4 7 BC-380.87. - ~ I I I BC-383.27 _ i. r~ ~ ~ ,~1~ ~ ~ BC=385.56 BC=386.59 BC-3i - - ,a. ~I~ ~f ,d,, I` ~I~- I:~~l ,~1 ~I,.d ~'~~`I-'l~ti ~ ~I ~I, f .r ~ i~7:~~I 11Fi~ ~i .I~ i. , . _ - BC=385.78. ~ , ~ _ N N <BC 384.21: LOT AREA: 37.51 ACRES ~ ~ - ~ ' ~ x{382 N N ' ~ - \ CURB & GUTTER j ~ ~ - i ~ ' ~ _ , BC=376.55 _ BC=380.26 ANSITION ~ ~ 3 ~ - ~ CURB & GUTTER I , .I ~ . T3 ~ ZONE: R-I Zv~T ~ ETAIL 9 SHEET C-7 / / ~ ~ ~;--J'Y I ) / ~ ~ ~ 386 \ TRANSITION ~ i. BC=382.25 PROPOSED BUILDING AREA: 196,578 SQ FT Z w ' ~-38s \ DETAIL 9 SHEET C-7 i ~ CURB & GUTTER TRANSITION - : 3-STORY BUILDING J CURB & GUTTER ~ , ~ / / / 3 ~ ~ ~ ~ ~ ) J DETAIL 9 SHEET C-7 ~ ~ { ) ~ o ~ ~ { ) ~ FUTURE MOBILE CLASSROOM 6,000 SQ FT t ~ TRANSITION / ~ ~ 86 ~ ~ i ~ ~l \ ~ BC-384.20 ~ ~ ° _ ~ (DETAIL 9 SHEEP C-7) I BC=380.06 i ~ ~ / ~ - BC=378.16 ~ BC=379.80 ~ ~ ~ ` MINIMUM BUILDING SETBACKS: FRONT - 30' m C=383.59 ~ ~ ~ \ \ \ ~ ` 1 SIDE = 30' ADJACENT RESIDENTIAL) ~ - - / BC-378.97 r. ~ / ~ ~ ~~6~ ~ 5 30 APE BUFFER / MBL \ < ~ _ ~ ~ SIDE - 20' OTHER) o - / ~ _ cn a o x_ REAR - 30' 1 ` \ \ - 1i - - /--1 - ~ - ~=x- s -x ~ - J x ~ x x x x x x x s-- -x / _I \ - x x x x ~ x x - ~ ~ ~ 45'f MAX. _ - ~ - ~ - - - \ ` / BUILDING HEIGHT: ~ ~ - - _ J _ _ ~ ~ / 59 f {MECHANCIAL PENTHOUSES) \ c / ~ „ ~ \ 8Q ~ ~ ~ ~ ~ \ - _ -f ~ ~ ~ \ BC-377.99 i / ~ ~ I • ~ a ~ ~ ~ ~ ~ PROPERTY ADDRESS: 4700 BURLINGTON MILLS RDAD ~ w f i ~ ~ / / , / ~ ~ - ~ ~ ROLESVILLE NC 27571 Z o \ ~ ZI ~ 1~1 ~ \ r ~ ~ 384- 1 ~ ~7A'y?~ Et:l%`Y'' Yft} S'^~s% 384 ~ ` h y;_ r BC=384.59 / PROPOSED LAND USAGE: PUBLIC MIDDLE SCHOOL W W ~ BC=385.19 _ ~!f' :~lw-, W N ~l?' > jz l~ ~ \ _ OWNER/DEVELOPER: WAKE COUNTY BOARD OF EDUCATION Z = \ ~ 1551 ROCK QUARRY ROAD - ~ z - ~ RALEIGH NC 27610-4145 PDI 10 ~ ' ~ z z t # ,`'86 Z o M'. PT i ~ _ ' ~ ~ REFERENCE: DEED BK 13179 PG 1360 W rn J \ - ~ _ ~a BC=379.05 / _ HI(;N 1 ~ ~ MB 20D8 PG 1281 BC=379.00 PDI#5 , ~ / 1 1 \ ~ \ . PIN 1758387160 1 1 ~ ~ ~ ~ T L i R E 1 ~ P T I ~ I ~ \ l ~ i ~ ~ \ ~ - x ! / / ~ - o ~ _ ~ \ x / - ~ ~ l-- i „ ~ ; ~ m~ SITE NOTES: a: ~ \ 1 = NO ACTUAL SITE SURVEY HAS BEEN PERFORMED BY BARTLETT ENGINEERING Z ~ Q ~ ~ ~ ~ ~I ~ , ~ ~ ~ ~ G~ ~ ~ ~ ~ ~ SURVEYING AT THIS TIME. BOUNDARY & TOPOGRAPHIC INFORMATION WAS ''~',~Ft •,ru~~~ 2F . a»,,., V ~ ~ - _ H~NPT \ ~ \ \ . PROVIDED BY ARCADIS - G&M OF NORTH CAROLINA, INC. F ~ ~ BC=386.51 R ~ \ - ~ ~ I / n! l ~ ~ 0~ # ~r.o EXTERIOR LIGHTING TO BE PROVIDED BY PROGRESS ENERGY. G & SUR i \ 386 , \ ~ I DI 4 / ~ P # i 90 \ ~ j / ~ / ~ - o ` ~ ~ ~ ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, ~9 ro°j ~ ~ ~ y°, ~ AND SIGNALS SHALL BE DESIGNED, INSTALLED AND MAINTAINED ~'''o, ~ \ % ti ~ / r ~ ~ 3 ~ \ 0 38 ~ , I IN ACCORDANCE WITH THE STANDARDS SEf FORTH IN THE , ~7 8 \ 1 ) _ ~ ~ ~ ~ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. Ny '1~8 ~ ~ ~ ~ ~ I ~ - ~ - 1 ~ ~ / ! J` / / ~ >'~•I, PT I o STANDARD R7-Sa RESERVED PARKING AND MAXIMUM PENALTY SEAL 3 _ ~ 250 NCGS 20-37.6 SIGNS MUST BE IN FRONT OF THE HANDICAP ~ - ~ ~ _ 20106 _ ~ C-387.01 ~ y PARKING SPACE. SIGNS MOUNTED ON POSTS SHALL BE A , '1 ~ ~ \ / I i - \ \ ~ ~ Q \ ~i- ; `k, , ~ ` ~ .390 ~ p , BC=378.00 ti / _ ~ ~ l1 ~ ~ ~ ~ MINIMUM OF 84" ABOVE GROUND. VAN ACCESSIBLE SIGNS MUST ~0 Fh / I ~ GINS , ~ ° ~ VID I ONT OF VAN ACCESSIBLE SPACES. ''~F ~ , ~ _ - BE PRO ED N FR R ~ ~ - - r l \ o ( i J j~ ~ BC=377.99 t ~ ` i t` ~ ~ ~ m ~ i ALL RE UIRED HANDICAP ACCESSIBLE AREAS SHALL MEET ALL APPLICABLE i ~ ~ ~ ~a Q ~ I ~ ~ ~ ~ ~ ~ of \ ~ \ ~ ~ J ' BC=386.29 REQUIREMENTS OF VOL 1-C OF THE NC STATE BUILDING CODE. HANDICAP \ ~ _ ~ ~ PARKING AREAS, INCLUDING ACCESS AISLES, SHALL NOT HAVE A SLOPE IN ~BL~C' V, ` ~ ~ \ I { 1 I \ / PDI t 1 ~ - ~ EXCESS OF 1 /4 RISE PER FOOT. Q s 1 i ~ / 1 ~ W I / 3 - PDI#8 I 0- BC-385.94 ~ ~ - / ~ REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. 2 - ~ ~ ~ BC-377.75 m , ~ ~ BC-385.66 - N ~ ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF ROLESVILLE ,O I i l r~ / / / p~ \ ~ 1 ~ ~ ~ ~ BC=385.53 ~ ~ & NCDOT STANDARDS, SPECIFICATIONS AND DETAILS. Q O I ~ I ~ ~ ~ / p 1 ` •I / - / - "BC=385.77 0 O ~ ~ ~ I ~ i Z ~ ~ / I ~ ~ ~ I BC=385.60 ~ ~ ~ ~ I BC=385.04 ~ y / ~ ~ ~ ~ < ~ ~ i ~p~ \ ~ Y` - - W I / ~ ~b1 I C \ ~ y ~ ~ _ ~y ~ ' BC=385.52 ~ ~ cn i - _ - ' BC=385.52 m ~ ~ .4 - - A ( - / ~ ~ ~ ~ i m o , 3S ~ -ti ~ U ~ w ~ ~ `t,A \ \ ~ ~~o- ~ ~ ~ ~ ~ 38n - ~ ~ ~.T__ r - ~ U _ ~ ~ / w ~ ~ ' ~ i ~ ~ ` PD 3 ~ - - / " J ~ 3 i X83- ~ - ~ ~ ~ PD 7 ~ f~~~ ~ ~ C7 ~ ~ vco 62 87 / / ~ ~ / - - ~ Z w ~ tV ` ~ A ~ 0`~ I ~ a ~ ~ ~ ~ ~ -382 ~ ~ ~ 1 ~ X02 i - _ _ ~ a d B V ~ ~ l 'S0 _ u' ~ ~ V ~ f ~ v'~~~t~ ~ ~ ~ ~ ~ / / 'h - m % j~ ~ ~ ~ , ~ I ~ g 1 ~ ~ ~ ~ ~ / ~ ~ _ O - , 381f- ~ O / ~ N x s \ I 1 ~ ~ ~ \ ~ i ~ x ~ ~ / ~ / 382 i ~ _ ~ r~ ~ _ 1 M II - _ - _ - _ - \ U I C BC=376.63 - - \ ~ - ,Bg~ - _ _ - - ~ _ I \ _ - - - QI _ - _ - \ i! ~ ~ A8 \ II ~ / i / 1 - v - ~ U , ~ ~ x \ - - P 1y~ ~ ~ - - - II - - - II - - ~ - - - - 1 r ~ ~ ~ - - / - - - ~ ~ ~ ~ - - ~ ~ ~ - ~ 1 I~ I' I. 'I " ~ \ • ! p ~ ~ - ~ ^i 1 N 89 46 21 W j _ ~ BC=376.87 ~ ~ ~ BC=382,78 - ~ ~ ~ 1 ~ Q \ ~ BC-382.42 - ~ ~ \ ~ 75.00' ~ - ~ / \ ~ ~ ,r, ~~L~.~,I ~ J.. L, I I ,i _ _ / _ ~ - ~ _ ~ - 'PDI#2 - 4 ~ \ ~ / ~ ~ \ _ BC=383.65 gC=383.65 ~ ~ ~ ~ - i <~; ~ 166 ~ BC=383.34 I \ # cs ~ BC=375.62 ~ \ ` ~ _ _ -r % ~ ~ / ~ ~ , ~ / ~ - ~ ~ ~ \ BC=381.35 < BC=375.98 \ L / - 3 ~ PDI#12 PCB 11 BC=383.53 \ - - C \ t 3 ~ ~ \ -`~0 _ BC=381.26 ~ / / ~ _ 1 ~ ` BC-382.87 ~ 6 / ~ ~ \ ,i , Cl BC=383.03 gC=383.10 _ \ ~ ~ ~C11 C12, PCB ~ - _ - - L `J ~ - ~ BC=373.99 \ BC-380.15 BC 381.17 ~8 ~ ~ _ - ~ ~ ~ \ ~ \ \ a ~ ~ 's. - m / ~ / J ~ - 2 'PDI 6A 4 ~ 382 BC=381.92 < BC=382.72 BC=382.15 ~ , - - ~1 PC 5 ~ ! ilJ ~ %C' ~ _ i I ~ _ , - ~ ~ ~ / ~ \ . ~Y `t `t BC=373.30 ~ BC=379.69 - ~ ~ i ~ - ~til' - . ~ ~ . ~.2.,; BC-380.79 . ,I I. ~ { PCB 12 0.79 II ~ I I ,I : ~ . ~ . 38 ~ ~ ~ L. ~I. - ~ ~ a = BC=380.79 i- _ - BC 382.00 r- . ~ - II \ _ ~ BC-382.60 ~ ~ , I~ - i BC=373.18 ~ = B2 - ~ :I i-~ r <<, d°'r I I 9 BC 379.04 • 'I ~ I, ~ ` ~ - e1.67 ~ _ yc BC-3 BC-381.67 ~ _ > ~ ~ Q ~ BC=379.77 I ~ h N ' ~ E\ ~ F I ~ ~ C C _ ~ ~ _ i II _ y` ~ ,c1. ~ I-I r, ~ BC=380.38 BC=382.31 r' ~ yy .y ~ ~ ~ BC=378.25 ~ - 376-~ p ~ r' z ~ a Pc #10 ~ ~ ~ - a x' ~ ~ ~ ~ P 9 .PCB#8 j - ~ BC=382,20 U~ ~ = ~ o'' ~ ! ~ ILL - o s_ _ F-- - - ~ ~ \ ~ - ~i _ ~ _ - - - - - BC=382.33 \ 3 ~ ~ 375_ - - ~ - - ~ ~ - - - - - ~ 38 ~ \ ~ ~ - - - ~m - - - -,~-f - - - - \ _ ~ - - _ ~ 37 _ - - - ~ ~ - _ _ _ - _ - ~ i BC=381.01 _ BC=380.08 ~ BC=381.11 BC=381.26 ~ ~ ~ ~ - 12-~ > _ 4' / ~ BC=378.20 BC=380.77 ~ ~ ~ \ ~ ~ ~ BC=382.08 ,gym J, BC=372.65 ~ ~ R~ BC-372.07 \ A2 _ ~ ~ - ~ ~ ~ ~ ' ~t'p 14f ~ u BC=380.24 T- BC-380.77 1 ~ BC=381.96 U ` ~ AXLE ' ~ PCB#3 ~ s>3. r - ~ ,.I~~` , / BC 380.24 A3 I I 1;`,. I ~ I ~ ~ u J ~ I l I , I\~ ~ = i _ ~~II ~ ,--I \ BC 380.87 #1g ~ , .I ~ ~ : ' I n 380 ~ ~ r V/ ~ 378.0 .379.0. 380.0 l II BC=372.07 \ 375.0 376.0 - - -377.0 - - -J X378 379 ~ B 14 pp'. D2 #14 ~ ~ 374. i x x .P ~ I. ~ \ 0 x ~ , BC=372.26 _ ' ~ _1- ~ ~ , x x - 374 ~ _ ~ iii II ~ ` ' 1 ~ ~ ~ r~ ` <~...~< I BC=381.37 ~ ~ I~ ~ I I ~ L, I;~ I 1 ~ - ~ ~ ,,I <I, .al I ~ W < ~ , .I , I . I I . , ~ I BC=380.94 - ~ ~ n ~ ~ ~ _ - 372.0-372 373 a - ~ ~ ~ BC=379.03 371371.0 ~ ~ ` ~ -J - ~ , I - _ BC-381.06 ~ ~ ~ C J ~ BC=372.98 - 370.0 ~ ~ FES#2 ~ FES#3 ~ ~~y ,~~I~ BC-379.34 a 3fi8. _ ~ ~ ,9 i~ r 79.34 I M ~ I Q Gt ~ 3>0; ,2 ~ - 367 - ~ ~ ~ _ i ~ ~ ~ _ \ `1~9 - ~ .5 _ _ 369.0 ~ ~ + ~ ~ ~ a t<1 ~ M r J i.~ ~ ~ 367.0 ~ ~ ~ ~ - ~ \ ~ 367.5 ~ , ~ ` .Y BC=380.78 ~ ~ ~ I i/ i or_-cQ~ _ ~ I , W ~ 367.0 365.0 ~v> V )/N, BC=379.42 \ \ \ _ \ - UV VU I BC=380.55 - J 364.0 366.5 3 1 \ 363.0 385.0 I~~ I i >8 i - - - - - BC=380.46 = BC=378.81 362.0 - I~ 378.81 - - /0 I- LLJ BC=379.14 Cn BC=379.14 F O o I _ BC 377.88 STOR WATER o / o ? r? - N O q! I. C O Z ` ED 3620 ~ M i DETE TI N PO D H w BC= -380.21 eel) M _ J;,> BC=377.63 6\ ~ \ 3 BC=378.65 / Z J 7.63 BC=378.89' - B .9 - ~L ~ \ 36 0 3 - CB 8 / 362.0 g 0 - / / - .1 A 363.0 /-36A - - / 364.0 \ 365.0 .36 \ - ry ABC=378.85 J / BC-379.26 J O (n BC=367.72. ,368 A\66.5 I 36a 1 j BC=376.49 BC=378. BC=378.04 Ln 'hi 0 LU 367.0 9.49_ BC=37 00 0 / I a ar. ,2 / i O O 367.5 PCB#17 - - ~ - F 3 - : G BC=377.22 369.0 ' 7 \ i BC-378.65 .-gC=378.06 BC=379.1 2 I U OC 2 - BC_ -367.81 370.u • 1 # 6 (n N / 36 370.0 i - J BC=379.02 U 369.0 \ _368.0 1 } BC=377.79 i ~L J BC=377.79 co 367.0 I r ~6P 366.0 _HIGH FT - - - - Z 365,0 360:0 i 365.5- WETLANDS BC=378.30 364.0 / 3 - ! - 363.0- rn w - PCB BC=377.70 _ - - - i BC=378.61 BC=377,60 i G3 IBC=378.60 - CB 21 a HIGH PT V J Z ATOR BC=365.52 : 361.0 • ls, BC=377.38 BC=377.38 BC=377.90 ~ J z I: l o FE A i W-378,75 - V o Q HUNE SEE SHEET C-3.2 - MATC COMM. NO. LEGEND DATE NOV. 2008 o EXISTING IRON PIPE DRAWN PPH A EXISTING CONCRETE MONUMENT FILE NO. >13 EXISTING WATER VALVE EXISTING FIRE HYDRANT o EXISTING WATER METER GRAPHIC SCALE 0 EXISTING MANHOLE # EXISTING LIGHT POLE 30 0 15 30 60 120 EXISTING POWER POLE SHEET EXISTING TREE { EXISTING SHRUB EXISTING WOODS LINE EXISTING WATER LINE ( IN FEET ) EXISTING SEWER LINE 1 inch = 30 ft. EXISTING STORM SEWER LINE EXISTING GAS LINE 1 - EXISTING OVERHEAD ELECTRIC :D\ i`':'d"lih\ GMf1pRll.IFl'TCA CI N\ 1171 RRA,-1,, "nA 11 71 iRCP'1 -RF115 rl.an /11 / ~MCt .4..... i4. CI16,1 G'":T skinner lamm & highsmith -3.1 ATCHUNE SEE SHEET C , M ~ BC=379.26 BC=378.04 / ~ . C-378.31.. ; ~ ` ..I . ~ . ~ ..,a BC=376.49 / M: ° ~ ~ ' ' I ll . < J - 1 • ~ PCB 17 ~ .9 • I I . ` BC=379.49 ~ ~ ~ C_3,1 BC-377.22 ~ / / BC=378.65 BC=378.06 BC=379.12 € SHEEP SEE ~ TCHLINE # MA # 6 / / ~ ~ _ _ , ~ r.~, ;%3 i / / ~ _ r: -3ss:o } ~ ~ BC=378.65 BC=379.02 °i;«;~!~ ~ ~ C=377.79 ~ / 367.0 . r / / ~ ARCHITECTS / J i - - - / i _HIGH PT 366.0 , • ' ~.o ~,0 365.5 WETLANDS • ~ 9 ~ _ ~ .Iharchlt.cl•urtbllnk.nst 7~..~ > / , ~ ~ ~ BC-378.30 ~ 702 ¦eabro.d.Irsst ~ 364.0 J . I - - - 363,0 ~ • ~ ~ i - ~ _ PCB BC=377.70 po.i otua. boy eeo ' - - - BC=378.61 BC-377.60 _ a ~ \ - - / / G3 ~ ru.on,nc 2~e9~ - oees! w ~ - CB 21 tsls hops 202 2014127 DISSIPATOR - - ~ ' ~ / / BC-378.60 _ _ - I<~ HIGH PT p 2 ~ ~ ~ C=377.90 t.x xax xul logo PAD C=365.52 3s1.o-SCOUR HOLE ~ • _ • ~ s ~ ~ - - \ P BC-377.38 ~ ~ < < .1 f'. r° ~ << f ` ~ FES "A" ~ 1 ,1~ ' I'. 38.. `~I - 1`--=------~*• ~ BC=378.65 ~ m - ~ - - 1, _ \ ~ ~ I. ~ W-378.75 0 0 ~ 381 1y=378.75 ~ i 37 0 / 379.30 ~ / I I - - - - ~ . J. 382 1 / m rn _ < -------R-- 1 1 79,5 ~ BC=378.43 j a 379.00 . ~ . 379 30 ~ 379.30 ~ 0 379.80 _ 37 - N N Q _ 'LEVEL SPREADER#2 • • _ ~ ~ • _ I / / 1 ~ 379.50 379.60 `r , ~ . 3 / ~ o G Z J . ~ i . a / ~ Q - 4 379.50 / 383 Q VEGITATED ~ a ~ , r • FILTER STRIP ~ 1 ^ ~ _ ~ ~Z BC=373.16 , . 1 ~ ~ / ~ 380.00 / ~ E ~ ~ / 379.95 / / / 'S d i J~ / ~ / > / / 1 ~ ~ ~ ~ ~ r ~ y `I~ < / 379.50 / ~ ~ ~ ~ / / / / 385 m $ ' ~ I ~ ~ ~ , o~ k ~ / ~ ~ / 380.00 - / ~ ~ o FES "B" ~ R~ ~ / / / / / , ~ / ~ 379.50 / / 335 = .08 / ~ w ` , ~ BC 378 ~ ~ k / ~ , ~ / ~ qjS / / _ ~ i ~ PCB~11 P BC=378.04 ~ ~ ° BC=373.00 f I / i r / 379.30 / / ~ , ~8 - / / ~ ~ P ~ x x BC=368.17 ~ ~ - - ~ i ~ x / / i 379.5 f 18 Z a ~ se.o• • 1 62~ ~ ~ / I-- i / 8 / / / ~f , 3 z j / / / ~ ~ ~n - FES 7 ~ 364• 366- I ::`,I ~ ~ ~ / / r / / ~ W / W~ i I ~ _ / ~ / / BC 371.12 r / , , / W N / / ~ ~ ' BC=364.73 ~ ~ DISSIPATOR PAD / ~ / / / / / ~ z _ ~ .DEPRESSED TYPE / ~ ~ ~ ) ~ / / / / ~ / z ~ / BC=368.67 _ / / / i ~ ~W-368.17 / / / 379.50 ~ ro o ~ / 379.50 / / / / ~ M / BC 367.04 ro / / / ~ ~ n ~ i / ~ / d ' ~ 379.30 / / ~ ; o i' ~ / / ~ - ~ / / BC=378.55 ~ Q T L ~ 99 BC=364.19 ' ~ 'f( . t~I• < ~ I . ~ r ~ / Q 1. 1 1. 1 / / ~ ~ 379.50 S` / ~ ~ P T ~ ~ ~ ~ i i / ~ / i a , ~ i PDI / / / 380.00 ~ ~ ~ / / ~ 378.00 / ~ / ~ FES C3 ~ ~,e ~ / / / p ! / i 1 ~ 22 ~ `L 6 ~ ~ \ , ~o ~,6 i 36 / / / y. / ~ BC=377.50 - / / ~ 379.00 ~ . ~ / ~ ~ - , i / / ' . 379.75 ~ BC=378.68 ~ 379.50 ~ ~ 380.00 ~ / / ~ 379.50 m ~ BC-378.00 ~ r G ~ ~ ~ ~ ~ C \ ~ 6 ~ ~ ~ BC=378,00 / I ~ ' / / / 380.00 .;.a - - PDI#18 ~ ~ q. / ~ ~ ~ Z Q I ~ ~ . li' ~ , ~ f F l 379.50 < e.: G~ / ~ Q / ~ ~ 3 ~ x x ~ 'h ~ \ I i ~ x r ~ / n h ~ a~ j ~ ~ / j ~ ~ ~ ~ ~ i ~ % ~ 379.90 ~ / ? / I ` ~ .1~ T a9'x ~,~•4w3 ~ ~ / l l i ~ ° ~ ~ 6 ~ ~ ~ ~ l / ' - / PDI .17~ ~ ~ / / ~ ~ ' ~ / / r F~.~p1 _I~~ < P I~16 ~ _»_s . ~ r 380.00 . ~ ; , E ~ ~V ~ ~ ~ i , n ~ ~ ~ ~ ~ ~ ~ , / ~ ~ / N ~ r ~ / ~ G R 1 E5 / / , / ~ I ~ a i~. !!v 1 ~ 379150 / / / ~ ~ - / / I / / / it il+++ ~Il"1 / ~ R i ~ u' s ~ l ~ ~S9 1 .J ~ I 8SS)6 I I\ ~ I ~ a _ , 379sa 1- / / ~ of s ~ 1 379.75 ~ J 6 ~ 4. / \ u' 1 ~ 1 / J / ~ S ~ i ~ ~ / x ~ / r l - ~ C / ~ ~ - I<. / / 380.00 / HIGH ~ 9 BC-378.50 ~ / ` - ~ i , ~ / ~ / ~ % ~ I` BC=378.95 / / i = / \ ~ ~ \ , BC 372.50 ' - \ ~ \ BC 378.00 I / 4 E L / i / / ~ \ 1 1 I \ \ \ f ' I ~ ~ ~ 1 I - ~ ~ 380.00 / ~ , 378,50:~~~ .379.50 ~ / ~ ~ ~ / 379.50- • ~ - . ~ / ~ ~ < r- / i ~ y BC=378.97 i ;~0 FN ~ ~ ~ \ BC=370.00 1 ~ ' ~ ~ \ < : ~ ~ G E / / . ~ ~ o ~ ~ ~ ~ - / / ~ / / ~ T P ~ I .380.00 / ~ ' +++mm~~~` BIORETENTION AREA 3 ~ ~ ~ `I~ i 1 ~ ~ ~ - BC-373.50 << ~ / j ~ TOP OF PLANTING ~ v v ~ 1 A I ~ i / f / BLIP _ ~ / ~ e s ~v ~ , ~ \ f1 ~ C=377.75 MEDIA ELEV: 358.80 ) \ oo ~ , \ ~ I 1 ^`M 3 379.8 ~ / / / / ~ ' ~ `I . ~ 8C=378.47 1 \ \ \ \ \ ~ r- ~ A ~ BC SW=378.25 / / 379.50 1 ~ I /ti / S 1 / / / ~ / ~I` PCB 34. ~ J A ~ ~ ~ - ~ ~ 8 1 / ~ ~ ~ ~ ~ . ~ ~ v ~ ~ \ v 1 A ~ v ~ 3, _ ~ / ~ / _ .5 ~ ~ / 3g; 380.00 ; / BC 378 / / ~ \ ~ BC-372.25 ~ \ `~r ~ ~ ~ A \ J ~ fib a A ~ \ s \ ~ ~ ~ A 'v ~ ~ ~ , , ~ v ~ t • ~ ~ v CB / / 379.50 i' / ~ M ~ VA A ~ \ \ \ i- ~ ~ P ~ - v •::•r:::': \ \ d~ \ o ~ \ 1 / / ~ I ~ , i . / / I / \ \ ~ \ \ ~ \ ~ o v ~ Vic. 1 ~ ~ ~ ~ ~ ~ v / ~ / / / i / ~1 (n / ~ \ \ \ ` \ \ \ ~ \ I ~ \ ~ I ~ / , / / 379.50 1 z \ \ \ ~ ~ 66 \ \ ~ s ~ f ~ ~ ~ / % / H ~H PT ~ S ~ / ~ 379.80 ~ \ ~ \ ~ \ ~ BC 371.70 \ , , ~ ~ ~ / / / / / / \ ~ , ~ 1 1 BC=378.95 ~ U ' / ~ i . , . BC SW=375.30 / l , / ~ , : ,I 37 .20 , p \ ~ \ \ \ ~ i ~ `L - ~ ~ ~ ~ ~ / / \ i 380.00 / ,~5a D i / / / / / / ~ / - \ \ ~ \ \ \ ~ \ \ \ , / / / ~ ~ - ~ • ~ BC-375.10 ; ~ / / ~ , ~ - \ \ \ 36S \ ~ \ \ - \-347 \ \ ~ \ ~ \ ~ \ ~ ~ ~ J . ~ 380.00 / ~ % / ~ , C-378.79 p < / / % / ~ 379.50 ~ ~ H ;A ~ \ \ 6s ~ ~ v ~ ~ < v ~ _ . A \ ~ ~ ~ P ~ . 380 - ,l', ~ i ~ ~ / \ / / ~ ~ 376.0, 380.00 -T i % ~ / ~ ~ , o \ ~ l~ ~ `C. _ ~ / / ~ - 348- Y- ~ \ \ • ~ \ / / / ~ ,-i r`~-1--~ ~ / / BC=378.72 M \ \ ~ _ 1 - .63 \ ' ~ ~ \ ~ ~ ~ ~ . BC 372 ~ , \ \ ~ ~ ~ ~ ~ ' ' 7 ~ ~ \ / / / 379.50 ~ / / / / / ~ RICH PT U i / ~ ~ ~ / =378.95 ~ < i/' ~ / / . / ~ ~ ~ II' 79.20 - - _ Q ~ ~ ~ ~ \ BC=375.10 - ~ , ~ < < , 376.00 ' ~ 380.00 j ~ / ~ 380.00 ~ / ~ ~ ~ / =375.10 ~ /'1f ' \ \ \ \ \ ~ \ P ~ / \ PC8~37~~~__ ~ i / / / ~ ~ / i ~ \ ~ \ ~ . \ ~ 3 \ \ ~ 375.50 _4 , / /-3~5 380.00 / / ~ / / / a (6 PDI 1.9D.-~ ` ' ` ~ ~ % / / ~ / / ~ 379.50 BC=378.85 \ ,~iii \ \ ~ \ PDI#19C ~ O \ ~ ~ 375.75 376.00. 376.25. ~ / / / / / / ~i ~ ' - ~ 375, 25 ~ _ 380.00 / / • 37 ~ / / ,~~o , \ ~ ....::PROPOSED i ~ \ ~ - \ O \ \ ~ \ - • Pb 2 \ \ ~ ~ \ \ ~ ~ . _ / r f / ~ ~ / PCB 32 ' / / / / ` BC=378.91 BC=378.70 ~ ` 375.75 376.00 ' 376.27 / / / / ..:.~:s::,, 02 \ < ~ - ~ / 380.00 , ~ ~ / , - - ~ ~ .380.00 / ~ ~ 380.00 380.00 % ~ ' i \ '`C ~ \ I ~ ~ ~ 376.53 'i ~ ~ ~ ~ 379.50 \ / 379.50 ~ / , - 375.55 - _ ' ~ % 380.00 379.50 ~ b ~ j3~s.' - _ , HIr,H 380.00 379.70 380.00/ i I ~ ~ - f _ ~ ~ 378.41 1 ~ <<'~ ~Q- Y \ ~ - BC=375 BC-375.31 < _ _ j I ~ ; 376.53 379,90 ~ ~ / 379.50 'f; < . \ 3 .50 _ . _ _ ~ . »_J 1 \ \ \ ~ ~ \ , ~ ~ HIGH T ~ • I - ~ \ \ o ~ ~ i c=374.00 < 376.80 - 1 ' s , ~ < `I`mo--- - ----~~d'i; ~ i ~ 376.00. 376.27 ~ _ , ~ 1, . I ` ~ . \ r - °,I . _ ~ BC-378.83 ~s \ \ \ \ \ I, °,I 'I ~ . r ~ ~1 379.38 I i ~ ~ 379 \ , - I , \ \ ~ Q \ - \ S, v FES 6. ' ~ t 1 ~ ~ »i_ - 1 `4 < I ~l ~ ~ . ~ , I ~ 1, 379.03 - \ ~ - BC=375.22 BC=377.17 ~ - i- 1 BC=378.21 379.09 ~ 1 C-378.32 ~ ~ .4 1 ~ 379.49 ~ 1 1 B#30 \ - - \ ~ ~ M~ Ej\ , _ BC 374.00 _ ~ 378.45 i BC=379.04 \ `5~9 I CB#27 ~ ~ \ \ ~ I ~ nN ~ \ DISSIPATOR PAD ~ ~ BC 375.84 13 - PCB#3 ~ ~ ~ ~ BC=379.07 \ ~ / ~ • \ 1::'::::: i0 \ DEPRESSED TYPE \ \ ~ M 368 \ ~ ~ \ \ \ i \ r : ~ I 1 \ \ 1 ~ \ \ ~ ~ \ -1C1 - J N I \ - ' ~ HIGH PT _ ~ \ J ~ ~ I \ - - \ PCB#29\ ~ ~ ~ pC ~ J1 \ \ i} ~ • \ \ ~ , ` BC=373.13 ' - ~ BC=378.39 ~ ~3 ~ ~ i--~ ~ ~ \ \ ~ I ~ 8 L ~ ~ ~ . ry.,... ~ ` \ \ ~ ' S p ~ _ - . ~ _ BC=378.87 ~ v \ / \ \ / LEVEL SPREADER#1 ~ ` \ ~ P ~ ~ - \ ` _ BC=378.82 C=378.24 ~ ~ ' ~ \ 'E ~ F \ . - ~ BC=378.83 BC-378.34 B - HIGH PT ~ ~ . ~ ~ ~ ~ ~ , IGH P I \ ~ ~ \ 3s ~ i ~ A ~ ~ \ h ~ \ . \ \ ~ ~ \ , ~ DISSIPATOR PAD _ _ _ ~ ~ \ 11 #36 ~ (DEPRESSED TYPE) - FES~4~ - - - \ ~ ~ i BC=37600 ~ ~ ~ ~ ~ \ ~ tiC=379 ' 1 k 5 ~ ~ ~ ~ r~ ~ 1 ~ ~ - y- _ - - - - - - - \ \ \ \ \ a . \ I ~ s I y-\ ~ :::::.:::`a. 364 \e I I ~ i ~ PROPOSED' ~ r ~ \ \ ~ ~ 8 ~ I TENTIO~J P~~REA t S, \ \ 3 ~ Ba I - 6 i I \ WALL ~ \ \ ~ , I~ 57 \ - - 1 I ~ s ~ - ~ \ \ F--PLAN , , TOP O~P~~PLANTIN 3~0 1 ~ \ ~ \ i ~ \ v ~ J - 1 ~ 68 S ~ ~ 3 I~~DIA .369.00 ~ a 6 i ~ 122A WEIR ------i-=-_ J ~i\ ~ J \ \ 370 " ~ ~ ~ ~ ~ - - - \ \ \ / \ \ \ 367 \ I \ ti \ \ \ ass \ . \ 1 \ \ \ W _ _ _.....-r. / F- 365 I \ \ \ ~-FES C2 364 \ - \ W LL \ 360 - \ 36069 \ J O -36 366- ~ / - ~ \ ~ ~ _ \ J CD 56' - - \ 365 / LL \ \ = _ \ AP\ BUFFER MBL 30' LANDSC 76.1 \ 6TH' 11-1 - \ \ \ \ = 90.23' - \ \ \ V J 36' (TOTAL 66 X054.19 \75.54 W W w 74. 8' 73.66' _ \ \ \ -S,87,51,59" W _ . \ BRIDGE ABUTMENTS ce \ l r ' \ ` \ \ 74.98 3 SEE BRIDGE PLANS -S_8~751 '579 W: FES "C1°\ _ ¢ O d6 A~ 10' X 60' PRE-ENGINEERING ~ \ - \ - -CONTINENTAL PONY PEDESTRIAN \ U Ln =366.85 J V) \ / 3g TRUSS SEE BRIDGE PLANS A U 74 ~ J Sri.. ? ~ Z Z DUCTILE SEWER MAIN CROSSING SEE DETAIL H O SITE DATA: • Z \ \ LOT AREA: ^ p ~ O 37.51 ACRES 1..~ W =5 U SITE NOTES: ZONE: R-1 m PROPOSED BUILDING AREA: 196,578 SQ FT U W \ NO ACTUAL SITE SURVEY HAS BEEN PERFORMED BY BARTLETT ENGINEERING (3-STORY BUILDING) ~ ^ Q SURVEYING AT THIS TIME. BOUNDARY & TOPOGRAPHIC INFORMATION WAS FUTURE MOBILE CLASSROOM 6,000 SQ FT t p d- PROVIDED BY ARCADIS - G&M OF NORTH CAROLINA, INC. MINIMUM BUILDING SETBACKS: FRONT = 30' ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED, INSTALLED AND MAINTAINED SIDE = 30' ADJACENT RESIDENTIAL) COMM. NO. IN ACCORDANCE WITH THE STANDARDS SET FORTH IN THE SIDE = 20' (OTHER) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. REAR = 30 DATE SEPT. 2008 LEGEND i 0 EXISTING IRON PIPE r / STANDARD R7-8a RESERVED PARKING AND MAXIMUM PENALTY BUILDING HEIGHT: 45't MAX. DRAWN PPH f 59'f (MECHANCIAL PENTHOUSES) A EXISTING CONCRETE MONUMENT $250 NCGS 20-37.6 SIGNS MUST BE IN FRONT OF THE HANDICAP t>a EXISTING WATER VALVE b EXISTING FIRE HYDRANT PARKING SPACE. SIGNS MOUNTED ON POSTS SHALL BE A FILE NO. PROPERTY ADDRESS: 4700 BURLINGTON MILLS ROAD _ MINIMUM OF 84„ ABOVE GROUND. VAN ACCESSIBLE SIGN(S) MUST ROLESVILLE, NC 27571 o EXISTING WATER METER GRAPHIC SCALE BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES. I 0 EXISTING MANHOLE I ALL REQUIRED HANDICAP ACCESSIBLE AREAS SHALL MEET ALL APPLICABLE PROPOSED LAND USAGE: PUBLIC MIDDLE SCHOOL EXISTING LIGHT POLE 30 0 15 30 60 120 EXISTING POWER POLE REQUIREMENTS OF VOL 1-C OF THE NC STATE BUILDING CODE. HANDICAP OWNER/DEVELOPER: WAKE COUNTY BOARD OF EDUCATION SHEET EXISTING TREE PARKING AREAS, INCLUDING ACCESS AISLES, SHALL NOT HAVE A SLOPE IN 1551 ROCK QUARRY ROAD EXISTING SHRUB M EXISTING WOODS LINE (IN FEET ) EXCESS OF 1/4" RISE PER FOOT. RALEIGH, NC 27610-4145 EXISTING WATER LINE REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. REFERENCE: DEED BK 13179 PG 1360 EXISTING SEWER LINE 1 inch = 30 ft. - EXISTING STORM SEWER LINE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF ROLESVILLE MB 2008 PG 1281 EXISTING GAS LINE - EXISTING OVERHEAD ELECTRIC & NCDOT STANDARDS, SPECIFICATIONS AND DETAILS. PIN : 1758387160 C 3,2 ~:a,'',"',7,11'1n\ I~AInPRnJ~rTC\CIU\n77'iR\.i,„\n71iRCP1-RF1r5i,,~ 7/11MMQ p,r.q,.c;.il. (.7^a,,~ :n::;J. skinner lamm & highsmith . , ~ ~ r "ice ..,4 ~~~I"' ~ a~-i _ -~-,i L; ~ r \ r; ~i PCB~22 N r G3 ARCHITECTS PC - B~21 7 r , G ~ n as ~ , I ~ , ~ ~ ' rlharohlleN~earlhlink.nal t ' I ~c c ~ ~ c r< ~ ` ~ 702 waelbroad alresl F I c~ '.Yj G c ~.r j .c PCB 20 ~ I "lo < ~ J, , ` ~ r ~ _ ' ..%~',I, I poet ofllee haw 004 ~gh~ ~ ~ C` ' ~ c.. wlleon,nn 27494 - 0604 I- °1~° ` c~ _ ~ / C lelsphone 262 2414127 • o / A lax 2b2 2411070 - ~ ~ / ~ c ~ ~ c. ! , , it ~r .c, I ~c, C~. ~ A G/ .r a j- ~ 5=1.00 ~0%.~~ ~ 0 6° PVC 1 1 6° PVC ~ 6° PVC ~ 10° PVC ~ I. alo c 8° PVC - 8° PVC - I t (5=1.007) ~ --c---- (5=1.00%) ~I n -o- 0 0 °'IO 5=1.00% (S=1.DD%) / PCB# 3 I I flu ( ~g ~ ~1 III U o,rn < . , ° PVC 16° PVC I6° PVC Im .e.ur~ *1 f d ~ V I ]d~J rn rn ly M M 9 \ ~ o ° PVC _ / / ~ / v NN / ' r ~ / ~ - (5=1.00%) e` I ,9 / ~ a w N U7 / ~ , Z P I 1 ~ ' 0# 4 j ~ ~ ~i~ i j / / ~ / w.. / J i ~ W~ o ~ E ~ i' U ' i / ~ i / / / / / / / ~ j e /,yy m / / / / /1; / ~ ~ / % ~ LL , ~ 41 ~ ° / , / , / ~<< ~ / / ~ ~ ~ i' / / ~ ' ~ 1 ~ ~ ~ c / i ~ / / C / / / / % / / / / / i / )~p~ J 4 / f~ c~ / ~ ~ / ~ ~ / / O ~ i ` ~ / / ~d. ~V I fD W / Zi / / ~ ~ ~ I I % / / / / / ~ f ~ / / ~ / / v W ~ ~ ~ / / / / ~ ; / / / ~ j / / / / / ~ W ~ N / / / j PCB#24 H1 PCB 25 ~ ~ / ~ i- ~ / / Z =o / / ~ ~ z / ~ / / ~ j / ' ; / / / ' / C7 ~ ZZ i Z „o / / / / / / ~r10i 1 W o ~ „ / ~ ~ ~ / W , % / / ti / / / / / / i / / / / / / / / % / / ~ / i / ~ / j ; / i i / / T l / ~ / R F / Q• J' / / / ~ ~ i ~ i~ / i ~ / ~ „ / / / ~ . ~ / / ~ / r ~ i / / / / / / / i / % / i / ~ ~ ~ / / ~ / / , / f / / y / / i / i / / rn 1,~s'a ~ / ro y Q < % / / ' i / / 2 ~~i: c~~ / j / / / / / / / F~ / / / / ~ / / ~~N Jay / ~ ~ & SUR ~ / / / / / % ~ / _ / j / / ~ / / / / ~ ~ ' / / 11p1nulpq,~~ .~'.v~, / ~ / / ~ / / / ~G . ~ / , / / / / ; ~ / / i ~ 0~~ ~ / / / / ~ / 9 / % / / Q PDI 5~~1,5~~~ ~ i ~ ~ / ~ ' % % i / / ~ / / _ - / i / / / / / / / ~ / 010 % / s~ Pvc - I ' / ~ j ~ / i / / j ~ / (s`=1.50%) ~ o FNG ~ ; / / % / \ ~ 10 PVC PDI#18 p~F~'T i ~ % ' / / / / / , ' o-~} - s=~.oo%} --n ~-1.00 ` ~ C ~ ,I ~ ~I m-f41 / I` y < - i ( !Q %,,~I S. B P1~~~~ a unnnl I. i I ~ ~ / / / % / T, ~j ~ / / i" / 8 PVC I ~ /,oo / % / / , / i ~ I~ -f909 ~ ~ C ~ L ) I i yI :7 ~BLIC (5-1.00%) I ~ ' / / / ~ G ~ PDI#1710° PVC___s -o / / ; ~ i ' PDI~16 / / / / ~ / / / / I 5=1.00%) / ~ / ~ / / , i E5 ( / / / / i , / / , / / I'"' / / , j ~ J I ~I o / alo / / % % / ,i 0 i' , / I ~I o / / / / ~G` e , I~ ~ I~6° PVC / / / U cn j ~ ~Q / / 1 ~ alo.. ` S=1.00% / i, i i / / _ / j / i' / f 7' aI~J I I ,+q / ~ ~ / b y / ~ ~ ~ ~-f" c I ~ ~ - ~~C ws ~ / / / / / / I ° / 0' c i I~ ~ ~ 4 PYC z ~ ~ / / % % / i i % ~ / i €o~ I~ ~ 5=1.00%~__ ~ I ~ % ~ / / / i ~ ~ < I~ ~ ~ i _ / i / / / ~ ~ ~ ~po~ z i / w C_ I gyp. < _ ~ % ! / / / i' ~ ~o^ / / / ~ / / / / / bye ~ / / . (5-1.00') i ~ rV ql ~ i/~• I ~ / i / / / i i v / i` % ~ i" / / , < / ' - I ~ ~ c~ ~.r--._ ~ / / / / ° ~ < i L: / / / / / i / ~ ~ ~ / % / , / / C7 I i i _ i o i / / ~I y~ / i / G I ~ ~ lo-- i- ` ~ - al~ i % / / / % / % ~ ~ / / ~ / Izi j / / , `I T ~ I~ / , < i / ~ / i / o I i, t / / < ~ / i / / / / / ` i G "PVC / / i ' I ~I i / / / / / o - ~ I _ / i' i i~ / o / i / / / N 'I ~ ~ i I I / / l G ~ / / / i / i / i i 6" PVC rj / i / / i~ j _ / j ~Q 5-1.00%) alp / / / / / ~ ~ j / / / j'~ / % ~ A U I ~ i / / % / / , /i / % / / / 110° PVC Q I ~Q / ~ / % ~ / / / / / J/ / I~S-1.00 PCB#34 PCB~35 ~ / i ~ / / / ' / / / / / ~ / W:C' h,1 / / , , / / K5 c, / (5=1.007 ~ / % i ! i / / / / / / U / % / i' / ~G / / ~ / / / / / ~ / / I`°° v> / i/ ~ / / / / / / ~Qh / / / / 10 boo / / / ~ / / / / / /"'-a'.~~ I u % ~ i~ ~ I i / / ~ j i j / / I I / ~ / I ~ ~ / ~ / / % / i ~ ~ I / / / / a % / / ~ / / ~ r ~ / ~ / / ~ ~ % / ~ / / / / / / / / ~ / / I / i / / / / i~ / ~ ~ / / / / ~ / / / % ~ / / / ro ~ ~ i 0 o i ~ / ~ / / ~ / i % C- 5 / / / / / / ~ / /i / / i~ / ~ / - / % / / i / - j / j~ i / / / / / / / j / % i / / , / / % / / % i / ~ , / ~ j' / / / ~ i 10° PVC / / / ~ / i~ 5=1.00% _ / / / ~ ~ / i' j ~ ~ / . % % G _ / / j ~ / / / / / / / / < PCB#38 << , ~ _ ~ ,G ~ / / I ~ / / / , / , / , / / / ~ ~ PCB#33 < i i c I % ~ ~ < Y ' / i ~ ~ < `I ~ ~ / / ' ~ ~ ,i ~ i ~ / i ~ / / ' / v _ / % ~ i/ / / . Q~/off / / / i ~/o`? `Ii [ ' ` ~ I cool / / ~ < ~ ~ , / / i ` / r I ~ / / / / / i / i' ; / / i / / ~ / / / / , / % / ` / U ~ j / i % `I ` ~ ~ / _ `I , 1 / / ' ? ~ ` ` I ~ ~ ' / / / i / / / j 11~ i / ~3 , I r i F a ' , , J, I - i ` ' ' ~ i~ i / ~ c I ~ / / L , ~ / ` ~ „ I c a / , / ~ F Q % i i j;o z PCB 37 ` / / / / ~ ' ~ I--I i~ / / ~ ~ J / / / / i' / / / i / ' / i / i/ / j~ % / / / c@ ' PDI#19D / i Z i W it ~ ~ % ~ ~ O PCB#32 Z i W / J W W W J m 1 v .Fay ~ < ~ c I ~ .-a~ /G\ N U) 6'1\ 6" - PVC ~ ,C q/ 1 I " PVC Q J l G< 41 4 Y - 5=1.00%) d ¢ O G I II ~a I r my 1,4 6' PVC (S=1.207.) d. ~ 1 J I `I ye C I ~ I' cl, rI Ertl I~~.- - Lo ~ (szoo%) rvooo ) I a a OO V I• ~ . I L LL 4. I I U I I I 1 l g° PVC / r-` 2 a \ 6° PVC 6' DI (S=0.507.) ( ) I^ , F O fn >lo ~ , _ I ° ~ ~ J a In <I. I ~L/ U f r to si I-i ~I6o alo L -Iv l' <4 - - " - -r- w J m 4 _ Io aI II c bI II ,cl I a Z O ~ I PCB 30 1 O f- a IPCB 27 U U PCB#31 Z Z PCB 2 ~h;- m ~.r. • r'te' J 1 x n a p ~ U pp r- $ PCB 29 ~ 7 V IL- W F r e ~ a~- O oo \1 rn vua ir' s4§ PCB#26 iT' s'4~"-L O ^ Q ;v COMM. NO. i DATE SEPT. 2008 J GRAPHIC SCALE DRAWN PPH FILE NO. 20 0 10 20 40 80 ( IN FEET) SHEET 1 inch = 20 ft. C 313 :111G: r !"7r_l ^:7.I 1-IA!1 ~7'Ii46:, ,-,!,„nA n71 3(q'CP1...RGIrS rl ~~r 'I 'i !'17r1(1Gi •4 ~1'•TIM1 A. I::`I.d If.':°l.. ~ - ~ _ skinner lamm & highsmith vi UVI y \ \ \ \ _ / 1 / ~ J • I ( ~ - - \ ~ _ ~ ~ i..; • : ~ a. PCB 4~ ~ _ ~ ~ L' .r \ I ' ~ - , 1 f' ~ . ~ / _ ~ - FES#8 1. _ 2.~ r. / ~ / - ~ ~ ~ ~i. •,I~:I~ I f". I PC I ~ f"•:d:•I J_:P. { .~..i L Jr , ~ _:I'. {..~..I 6.Jr ....I, J' I. 'i. •I..L•,IvI'..I I 1: I r,.,~•,~~~.I_•1.•;J~. .u i.-i., ~ .Li i. 4 .i.. n~ i ..r...~• r..~ i... _ ~ g~.;l; fti•.,. - ~ - A. ~ \ ~ 1 ` J ~ 376-- rte- ~ ~ / ~ ~ ~ ~ ,387 ~ \ ~ x r. ,~5 1 A ' _ I ~ ~ \ 6t t~',~1 ~ _ ~ ~ / ~ i / 86 . ~ \ \ .3~ ~ ~ ~ \ \ ~ 7 :Ins u.7k. - / / ~ ~a ,fig ~ ~ / V ~ ~ / ~ ~ ~ \ ~ - ! ~ / A \ \ ~ - JJ i ! ~ ~ / / / / 05 / n / 'S / J .n. - - ~ - ~ - / ~x x-a ~ x-a - -f- -M / ~--ff-' ~s _x- \ r~r~l= Y I ; x_,\ r - ~ / / \ ~ / ~ ~.:.'il~ I ARCHITECT S / / / / / , ~ / / / / / -~1~ / \ \ ~6~ \ - 4, ~ ~ ~ ~ / ~ ~ f elherchlleet•earthllnk.nel / / ~ \ \ ~ ~ / \ 792 reefbroed eireet r l / / / , - f / ~ \ ~ ~ \ \ ~ ~l ~ ~J ) pool olNca bo>< 669 i / 1 ~ ~ ~ ~ 1 - 384 \ r ~ / / ~ \ wneen.nov694-oee9 I / l ( ~ / a,.-"M.+6~•' ~ \ ~ I\ i / ~ ~ / Ielsphone 2b22914127 \ \ ~ ~ /r ~ C; rax 262 291 1070 j~ cD N ~ / M ~ I - ~ ~ I " \ 8 i i I I I 5 I ` i \ \ - ~ ~ ~ 0 0 ~ I , I ~ V I / A ~~T U/~ mm I \ ~ / ~ \ \ L.L M M / I ~ ~ ~ \ i I i \ , A NN \ ~ ` \ N In \ ` ~ ~ i , 1 v ~ 1 ~ \ ~f\ - \ PDI 4 , a ) ~a PDI 9 ~ 1 ~ \ - w / 61 0; ~ ~ ~ \ 386 ~ o I V I ~ v ~ 0ti / _I ~ ~ \ 3 I ~ C I 38T ~ ~ i ~ ~ ~ I ~ ~r~ ~ 1 ~ m ~ I I / - \ )8 \ j l II \ - 1 ~ I ! / % p n s - r o \ ` I I r \ ~ I ~ ~ ~ -390 / ~ ~ ' ~ o i ~ m \3? ~ + / - - I ~ i ~ ~ i z ~ 1 I I I + ~ ` .r ~ ~ i o v~ ~ ~ ' I PDI 8 "a. i ~ 1, ~ x m w a v A I - ~ m I ~ I I ~ \ M \ ~ 1 1 1 _ o z ~ I > AR A-13.30 A _ W \ ~ ~ 1 I - - - - - ~ \ I LJJ \ \ I I G X38 \ I - aZ \ ~ \ p ~8 , - - - 5 ~ z Z / ""384 _ - ~ \ I Z o `I I ~ ~ \ \ \ \ 1 I \ 1 1 I#3 ~ P ND - _ _ aN I - ~ - ~ I W m~ \ II ~ ` J f ~ co I I 9? . / - X33 ~ ~ ~ ~ 3 3 - ~8 ~ . - PDI ~ ` ~ ~ ~ ~ ~ ' - 1 I l o~ I \ \ ~ _ 1 • I I \ ~ 1 ~ 1 \ r~ ~ I ~ - ~ R E - - _ - _ ~ \ i / P T I\ ~ ~ - j ' / _ / a - ~ 1 / ~ ~ ~ / i 382 - - - - \ - ~ ~ I I P 7~ -~==.A _ I 1 _ A8\ - - - - _ - A 1 / ~ ~ Q COMPOSITE "C"VALUE DETERMINATION 1 \ - - I ` ~ - - I ~ ~ - Q-CIA I LEVEL SPREADER#1 ~ ` - - _ - _ - - - BIORETENTION BIORETENTION BIORETENTION POND FES #6 1 - ~ 1 ` L,.~..I ~.,,~1 ,1 4. I\I~ I ~I'~.1 'I ! d' I', :•.I'•I•: j'~ ,1=; -1 'I•.~ I :L;,.I. - - ~ ~ / C VALUE AREA#1 AREA#2 ~ AREA#3 AREA AREA + ~ ~ -B 1 I - \ \ .012 J-.~: I I I~ ~ - ''.r--- ~ DI 6B - 383 I ~ \ ~ ~ 11 uqr TOTAL ACRES 2.17 2.18 2.09 13.30 1.05 ~ ~ ~ - N~ x~ I I I 6 _ _ - •I ~I ~ \ 1 1 ~ \ I ROOFS, FLAT-ASPHALT CONCRETE _ 0.95 _ 1.55 1.36 0.81 6.63 0.15 i \ ~ \ ~ • ~ _ C3 ~ PDI#12 PCB~'I~ ~ - - \ ~ MANAGED PERVIOUS 0.25 0.61 0.82 1.28 6.67 0.90 ~ J~ ` - - - - _ I ~ ~ \ 3 8 COMPOSITE "C" VALUE 0.75 I 0.69 0.52 0.60 0.35 ~ ~s \ \ ~~'L I i 1 a ~ \ - ~ i ~ - / ~ - \ - ~ ~ ~ ~ ~ SEAL ~ ' \ ~ 1 ~ r-. _ - ~ 382 PDI~6A \ 382 \ ~ ` ~ i - "C" values obtained from ASCE, 1975: Viessman, et al., and Malcom, 1999 ~ ~ ~ - - - - - -'~i~.~i~ 1=' - - - ~ ~ ,I.I ~I - - ~ ~ / 20106 - ~ I ro I~. I~ I I ' I ' I ''I t l I. - - - ~ v ~ ~ i ~ / ~ I_..I I .I .L N.. I:'I' I F 3 PCB#Y ~ ~ ~ ~ T , I I - 1 a2 ~,I;i,a l l•- L.~,.{• I ~ I ~ ~ ~ I , ~ .,MFR \I . Q ~ , \ ~ ~ - - g c376 - 6 c376 _ - GCB 8 _ - P B# \ \ ~ ~ nrn \ ~ ~ ~ J~ J~ 375- Jj= I A 6 _ sin C 1 \ \ I ~ ~3j4 CB _ ~ I I / 1 \ J} y PC 3'Iti \ ~ ~ A2 ~ ~ \ \ \ nx~ ~ 1;3j3it.;~;1',' I .I I~, I;,.I~I: t'`f•aI f:J'T `I .VL a:..- I -G: F-f. 1-'I~.~i 1 \ ~ I ,~I I i. - ~ ~ 1 ~ - ~ ~ f -l I :G: 1;-f l-l,.•:I'r 'I .I ~.h•.:L ,;I 1 :'1 '.I ;,f'1.~#".• - ~ ~ CB ,5 1 I ~ ~ ~ ~ a / ~ ~ \ 1 \ A V ~ ' ~ :~e n ~ - 377.0 • - - -378.0~379.0~~0.0 ID3 ~0 ~co_375-. 0 PCB#14A D2 - F. J ~,`.•I P I':,..~.~, :C.;.', i .L',f..~•.c11 b.,l 1 11{~.L,a, ~ m ~ ~ ~ 1 J \ 1 J^/ ~ ' - ^-372 373 _ a - \ \ ~ ~ ~ off. \ - 3'371.0 _ r .-I : I I • d P, .p.9~.~^I ..P :IF f I' I' } ~ M ~ f \ p ~a - - _ ~ _ 2 N ~ ~ ~ ' 'o I r r ~ \ I \ ~ \ \ \ ( ~ J 3 F FES#2 FES 3~ - ~ I~ I ` I / ~ ~ V fA ~ r \ \ ~ ~ 3~2 - _ # _ ~ I 1 J / \ ~ I ~ ' ' ~ ~ _ ~ ~ teen 3 369.0 ~ _ r'I1 ~ i ' ~ I I J ~ ` V I ~ ~ \ GG ~ • ~ I ~ - ~ ! ~ ~ \ ~ ~ ~ ~ ~ ~ ` ~ ` \ ~ l ~'•0 361.0 36; / / / / \ \ \ \ \ s~, ~ , ~ ~ \ ~ ~ - ~ /y~`~ o \ \Sl'OR WATER a onoo~ ° / / 1 ~ ~ ~ ~ cp N 0, D N ,y~D~~ h / / 3j / J f / 1 I V'I / - - ~ \ \ \ \ 11 ~ ~ \ ~ \ \DEf.E~V I N PO D ~ ~a~~ s ~ 62~ g ~ 1. ES~1 - ~ / s I-- 366 ~ ' _ 3~> ~ ~ - C #1 _ ~ / ~ W \ J / / ~ \ J ~ ~ \ 1 s `rG ~ 69 ` \ -cc~ n - - - ' ? 366 0 / ~ j ~ \ ` \ \ . S ~ s ~ \ \ \ J ~ 367 \ / ~ ~ \ \ ~ ~ . S~ ,n 1 \ \ \ 362.0 367 ~ i \ ~ 1 - r-- C #1 / ~ 3 ~ ~ .I ~I I ...L I ;I , I .II •.I cl'~ I J ~l":.' • I I ~l~` / ~ \ JVY-V SI - ~ XI,I.,L I~i..l'~I 1..~L,'•I'•./~.I:~;'I I,I. ?'I / % 368.5 \ . l N ~ / ~ ~ ~ U ~ ~ \ \ \ \ \ 1 l \ ~ 3g8 \ ~ ~ 366.5 368 ~ ~ ~ ~ ~ Ca \ 1 + \ ~ - - ~ ~ ,367.0_ ~ 5~ 11~ 3ggC, .A. ' / / ! i ~ :I~ .~;1~'I,`I I:.L~P~~ .1:,1 '~TI'~`•I~~l'•~.4~ ~ I i - .I / O ~ 67 5~ . ~ . i i. PCB~17 ~ ~ ~ is M; t` ~ •~i,-1,_-<-1'i` I I • I - ! ~ ~ ~ ~ _ ~ , J \ 1 0 1 I ~ \ + 369.0 _ _ Gt X74. ~ ~ ~ \ 1'7 \ \ I I \ \ ~ 4 / / ~ \ 1 I I GS , 3g - ) ~ inn n ~ ~ -ice ~ 1 1 7 \ ~ ~ vcn n \ , r 1 ` ~6P ¢aa ~ I I ~ ~ / ~ / e / I , ! / . WETL4NbS. ` / ~ - - - m ~ , / \ I ~ ~ \ 365.0 365.5- WETL4NDE \ _ \ ~ I 1 1 ~ I I I \ ~ - ~ - - -J zFa q-~_ r ! i~ / .3~g/ ~ ~ ~ PCB#22 ~ ! ~ / ~ ,N / ~ ! ~ ~ PCB 21 . G3' - I - ! I ~ ~ Il i ~ ~ I \ - -DISSIPATOR 363,0- , ~ ' ' / / ~o- ~ I 1 / \ - 361.0 \ ~ ~ L - 3 ' ~ I ~ I } ~ I ~ PAD - - - ~ . / 1 ~ I. !'~`:!I ~ x,80 r . , _ ~ ~ . ~ + ~ I i ~ I \ - FES A \ I' ,1.339- \ ~ ~ / 1 ~ I I _ _ _ _ - - - . \ . I I ~ ~ ~ ,8 ~ ~ ` ~ a ~~v / . PCB ~ ,--I ~ ~ r , C' 1 ~ o~~, M 3a2 - ~ ~ m ~ - + \ li ~ ~ BLIND SWALE -I 1 ! _ - I` \ \ r ~ ~ I \ ~r~,1nT~:L LEVEL SPREADERy2 ~ • ~ / \ \ \ r ~i / if ~ I ! % ~ I 1 F u ~ I ~ _ - - - - ~ \ \ I ~ / ~ / ~ \ STONE WITH FLTER FABRIC- - i / ~ I J -SEE DETAIL _I I~I"~I f\~ ' - ~ ~ ~ ~ - - { _ \ ` ~ l ~ \ / iT \ ~VEGITATED - ~ I ~ ' / l ~ f - ~ . • / / / / / --1- / ~ r ~ / / ~ . / ~ / / / / / / - / 1 v 1 ~ I I ~ ~ - - FILTER STRIP I ~ V ~ - ~ / / / % / 38 / ~ / ~ - ~ ~ t I \ 1 ~ 1 ~ 1 \ - ~ I I I / \ ' - ;;.:::FES B" R ~ / / / / . i / , / / , V ~ I ~ 3~ A ~ - _ - i A-x I ~ ~ _ + ~ ~ / ~ I \ \ \ \ I I ~ \ \ ~ ~ - - ~ FES#7 \ v<. / 36 366 i / ~ ~ \ \ ~ ~ / . ~ ~ ~ ' ' / r- DISS PATOR PAD / / / / ~ / i / ,ti / / ~ / / / : , ' \ ~ / • .l I ~ ~ ~ \ ~ \ \ ~i _ ~ , / ' r •(DEPRESSED TYPE) ~ ~ I ~ / ~ / ~ ~N/ / ^,M1 / / / / I~ / i / ! -388 ~ ~ -336- \ ` \ ~ ~ S 9 I,. ~ • : I'~ ' I: •.I / ~ / , M ~ / - ~ / / ~ j' / / ~ ~ • , I • • \ \ 1\~ ~ \ ~ / Q FES "C3" / D 22C~ ~ti 6 i i / ~ ~ J / / / YM ~ - / 387 ~ , ~ / / rn , / / / / ~ / 4i ~ \ ~ / \1 1 ~ -i ~ - - - ~ , /I ~ ~ o~ 7 / mot., ~ ~ o / / ~ / I / ~ / PDI#18 I / / ~ pro / ~u?; I 'I''~1~6':'I •1+.:1 'L'~sl.~Ic.~i' ~ / j A ~ T,:~ / ~ / n ~ , ~ ~ - I~ \f :•I' i.. is ,f `I'; I':.1 :•.I / ~ \ ~ \ / - 2. i ~ I. / ~ \ I I / E5 i` \ / / A ~ ~ \354 ~ A ~ ~ I ~ ~~tS ~ ~ / / ~ \ ~ ~ v ~ o ~ ~ I ~ , w ~ ~ ~ 0.52 J ~ - i/ ~ /~iJ _ 343_ ~ i \ \ ~ - , I tSu~ ~ i ~ 1 ( -ry 1ry 5~ ~ ~ ~ ~ ~ / ~ ~ / - - ~ - A ~ ~ ~ ~0 1 \ \ ~ / v / I - , ...v. ENTI N 3 ~v__~v.~ r I ~ / / /p~F L~ ~ ( F~ A A~ / ~ ~ ~ 1 ~ 1'\~ V A ~ I ~i ~ X ~ / 1 ~ ~ - i~ ~ ~ ~ hK ~ ~ ~ V ~ , . ~ 7 I .5 / 1 of F Fq F ~ v V -'r . 1 ~ 1 ~ I v + A u / I ~ ~ I-_ ~ _ \ 1 1 1 v~ v~ vvv w ~ \ 1 I I i o / \ \ \ \ \ s ~ / / / y ~ / / \ / 1 / / / \ ~ ~ \ \ \ \ ~ / / ~ r^ / ~ ~ ~ ~ - , ~ \ ~ AREA=1. A ~ \ \ 05 - ~ / / / / ~ ' - ~ ' - , \ X47 ` ~ \ \ \ _ f, , , i / k - / / / / l / / / ~ ` ~ Q A E -2 , ~ (BIORETENTION #21 . r, , , , , , . , , , 1.// ~ / , / , , , ~ ~ ~ s / I / / \ \ \ \ ~3p`\\ \ r \ y \ ouivu a\nL-F- \ \ \ ~\^CU~ .~.v 9C L' _ / / i -374 / / / X j / \ 6• I I W RDI J O PROPOSED \ , r Y \ - \ \ \ / / \ \ \ \ \ \ \ . *:;4 WALL 378 02 / - h~ / \ \ \ v \ \ \ \ \ \ \ \ \ \ 20\ f - - '35- IN, PAD 379 \ - _ ( / \ \ I PCB#30 Lu J w FOREBAY/ I I ` \ ~ AD / PC1B 26; 13 S - C 31 ` J O / / / \ - \ \ \ \ \ ` I \ DISSIPATOR PAD (DEPRESSED TYPE)) \ j J / ' ~ ~ \ \ \ \ j ~ \ / LEVEL SPREADER#1 . I ~ \ f TYPE)). > - - - B 26 J1 \ - - ~ Q j=j 10- STONE WITH FILTER FABRIC ' I I ? DI#19A, - / S _ \ I f O O (SEE DETAIL) ` I 22B , - / 1 - - - I - a-0 \ X12 / DISSIPATOR PAD W U Lr) :I 1 \ (DEPRESSED TYPE) FES#4 \ J (n / / I / I I 6 W -I FES # 5 - 9 \ a 1 U ti S 1 'Ii:IRAiLi;;^ii?siii:i;:::•^2;it;:i:•i.;• a:;:;:••isiF:i:•i::::::;;::ci::•ii";;:::;::::•::i: ii;::• ~-1 ppp ; l \ o , 1 Q J PROPOSED ~ _ \ I _ WALL 1 I \ Z Z I / / - \ \ I \ \ s J r~ \ F \ \ 0"9 I r / - - - - - \ . I 1 , \ r I ~ \ - \ .,Top 9~F~,...,.:•:::;•:;; A F - - Fr. .:iiii{iiiar:...-. 74L221i-~---- LEGEN . ,5 1 \ \ \ 1 \ \ \ \ k) t•:::::.' i•::.,. ` ' 1- - - - _ . o EXISTING IRON PIPE v / Q / - O \ \ \ \ 1 1 / / \ v y 11 vI vv v I. v - A EXISTING CONCRETE MONUMENT a ~ ~ V AREA- 2. 7 AC. - D<J EXISTING WATER VALVE 2: m I I \ X360- I~ 1 3~, \ \ , rFES "C2\ I I y6 ~ \~---361 \ 5 G ~ EXISTING FIRE HYDRANT O Y o EXISTING WATER METER O O Q I - - - - - - - - yZ/G \ \ gq 0 EXISTING MANHOLE (BIORETENTION #1) EXISTING LIGHT POLE J ~ ` ' BRIDGE ABUTMENTS ~ ~ ~ - EXISTING POWER POLE A A SEE BRIDGE PLANS)- - EXISTING TREE COMM. NO. \ 10' x 6 ? FES C1 { EXISTING SHRUB 10' X 60' PRE-ENGINEERING EXISTING WOODS LINE DATE NOV. 2008 \ \ \ I 5~ r L - " ' -CONTINE CONTINENTAL PONY PEDESTRIAN -EXISTING WATER LINE JM RF 36~ \ \ \ \ \ \ , - " \ \ f TRUSS AXLE TRUSS (SEE BRIDGE PLANS) EXISTING SEWER LINE DRAWN - - / l EXISTING STORM SEWER LINE - 6i DUCTILE SEWER MAIN \ ~ - - -ar- EXISTING GAS LINE FILE NO. - - --362 \ CROSSING (SEE DETAIL} EXISTING OVERHEAD ELECTRIC ^r*~^^^PROPOSED WOOD LINE GRAPHIC SCALE SHEET 50 0 25 50 100 200 ( IN FEET } v 1 inch = 50 ft. F\ i'dRnA 1 nGl nPPII. i~ I•T~ CI N\ n71 3F\A,-\n71 iF~, P1 -PFVS r{,n 7 /11 /vnna Rn7Sd Pfd PIT I skinner lamm & highsmith ~ ~ ~ \ DISSIPATOR PAD - ~ DEPRESSED TYPE - ~ - - - - ~ ) FES 4 - gJ ~ , ~ i MH A ' ~ r,. I \ \ y L i ~ DISSIPATOR PAD ~ ~ / ~ ~ 6 # \ ~ ~ \ / ~ ~ ~ / i~ 1 (DEPRESSED TYPE) / ;;s; \ \ \ ~ I n <; . ~ ti a 1y g'I6 ~ _ I ro ~ ~ ~ ` m ~ _ \ ~ ~ 'h I ~ A \ 1 ~ ~ PDI 19A ~ ' WEIR/ ~ ~ ~ / _ , 1 4 9 ~ ~ ~ ` \ 1 ' ~ ~ ~ ~ 6 PVC 3 --r ` MH~12 1 ~ t ARCHITECTS ~ \ L2 ~ ~ ~ 169.1 _ • . ~e . M\~ ~ o++ ~ / M 3 ~ ~Iharchltecl~aarlhlink.nal ` 42.8 ~ ~ 6 PVC ~ - _ ...'.:.'.:.:~Q'~C.'..... 3)p 4 FES~6: ~ ' 1/ 3gg1 36I ~ ~ U PVG I 2- / / ~ 702 wertbroad elreel / \ \ ~ ~ ~ / _ i i ~ poel olllee box 669 ~ 1 ~ - $ ~ r~llaon,nce27694 - 066 ~ \ 2~ ` ` ~ tslephon 262291412 1 ` ` \ ~•3~ - ~ _ ~ / ~ ~ ~ _ tar 262 2911070 1~ PVC • \ • • ~ ~ + ~ _ ~ FE5 5 1 / 6" PVC . . ~ ~ ~ ~ ~ 26.1 i ~ ~ aa' 1 \ ~ PVC ~ o0 DI 22A ~ - - - - - DISSIPATOR PAD • ; • • - - - - -x'369- • • • • • • • • ' • • ~ NEUSE RIVER BUFFERS + ~ \ \ 370 ~ ~ (50' FROM TOP OF BANK) ~ . a 1 356 1 J ~ 'I \ ~ \ ~ 8°+ a N N , . 370 ~ ~ 5~ \ .~.p4 \ 3g8 ~ ~ .~IN ~ 36 • i•' i 360 ~ ~ •;::.•.;,a ~ i r/ ':~•'co - ~ \ ww : • ~ E a / ~ ZONE 1` NEUSE-RIVERS \ / ~ MH 11 t ~ / ~ a ~ ~ BUFFER FABRIC \ r 369-^~ \ ~ (50' FROM TOP OF BANK) • > a \ / 368 / i ~ ~ \ 1 - _ _ ~ ~ a- 2C a '367 ~ \ o! ~ ~ 1 ~ ~ 366_ ~ ` _ ~ (50' FRD yER BUFFS 1 • ' : . • ; ; . ' : 36~/ _ o ` ~ ~ ~ ~L 385° \ M TOP pF R / / `c i ~ ~ ~ ~ BAN ~ / - ` INV. ELtva 3 .d0 ~ ~ ~ \ - - ~ , ~ A ~ ~ I \ ~ \ ~ so ~ \ ~ xmw \ / ~ ~ ~ ~ / ~ N _ ~ ~36q ~ ~ ~ ~ / ~ ~ ~ / ~ ~ ~ \ ~ r / ~ 357 ZONe 1 ~ \ / ~ ~ rn \ NfUSE RIVe \ W w r \ ~ f- \ ~ ~ ~ ~ BUFF R ~ / ~ (30' FROM T ~R ~ ~ / / W N ~ ~ I / \ BAN ~ / Z x . ~ k~ _ I \ ~ \ \ I ~ I BRIDGE ABUTMENTS ~ ~ c~ Z - ~ Z ~ ~ S BRIDGE PLANS _ I/ / 1~6Z \ / l-- 1 \ \ - _ _ - Z NN O \ ~ ~ \ / ~ 1.1 ~ _J i~ / \ \ W ~3 / , ~ . n » / \ I \ F\ C1 ~ ~ / ~ - ~ / FES "C2" ~ ~ ~ ~ ~ T L ~ ~ ~ ~ - T \ i ~ ~ Y Y Y LEGEND Y ~ PROPOSED CLEAN OUT PLAN - BIORETENTION 1 I Y / y ~ h, ~ r, ~ _ 1 fl' X Rfl' PRF-FN<;IN m U 2 ~ Q PROPOSED UNDERDRAIN SCALE 1:20 - - - PROPOSED BIORETENTION .LEGEND - FF PLAN BIORETENTION #2 & sUR ~ PROPOSED CLEAN OUT SCALE 1:20 tt II I n q PROPOSED UNDERDRAIN - - -PROPOSED BIORETENTION ~ 9< ti 390 I 390 I I ~ I I I I J - SEAL I I I i 20106 - I I I I ~ %~o FNGINE~~ 3so '%~T S. B PR 380 ~ ~ '~~+nlunttta~ I I I I I I I I I I i I ' 380 380 PDI 22B RIM 367.40 ~6LIC S i INV OUT 360.08 - Q h _ I _ I i i Z 24=RC~ 370 2a RcP 37D J I _ ~ EI$~LkY,_370.00' TEMP. POOL ELEV.= 370.00' 370 ~ - I I I 370 WEIR' 6T.4 ` _ T TETAP-POOL-ELEV._-367:4 _ _ • _ , ` ~ I ~ - ~ '--I--' ~ - ~ ~ I v I I _ OTTOM OF PLANTING MEDIA = 364.40 4' WASHED -f- SAND ~J 8' DIP _ _ 4' WASHED SAN ~ .~.,vo - - ~ . _ _ T.*i ~F;':..,* ~:..~?..=Y1 LTER FABRIC I I - iT X5:5: ^ ~ ~ _ ; ~ i iRtt~ J OTTOM OF CELL ELEY.w363.00 ~ FlLTER b 7 i i i i IC I - BOTTOM OF CE I i RCP' iT'~~- t i ELEV:w3fi4:79= 6 PVC 57 STONE I, ~ l - ~ -------StiWfELEV.a361.00 7f 6' PVC FlLTER FABRIC X57 Sfl NE 360 - ~ ' ' 360 j , . ~ ~ ~ I I I I I~ 360 360 .I Z I I _ w i END OF PIPE u INV END 357.04 o I I i 350 350 ~ I I I I I I I I I I I 350 350 z m _ ' 340 340 N ,--i M U Q . . ~ ~ ~ ~ I ~ x/~ B 41 / r I r ~ 36 26.0' O ~ ~ ~ I I I ~ 16N DOT STANDARD + , ~ ~ , ~ ~ ~ ~ ~ BYPASS SWALE~WEI _ - \ ~ ~ FES#7 f q , ~ ~ aeovE eorroM Eu FRAME & GRATE 840.16 BYPASS SWALE/WEIR 1.0' ABOVE BOTTOM ELEVATION ~ ~ ~ ~ / ~ WITH CLASS °B° f I CLASS 8 RIPRAP 3°-5" NATNE SOD CAPPED CLEAN \ r ~ ~ ~ ~ / \ DUT PIPE i\ i ~ ~\i PONDING PONDING 1.0' ~ ~ DISSIPATOR PAD r ~ ~ yf ~ ~ ~ \ „ ~ I ' DEPRESSED TYPE /I ~ ~ ~ ~ _ 12" PONDING ~ ~ ~ ~ ` / / , BOTT M=VARIABLE 3 I ~ / \ - a,,, .li,..-.c. 3°-5" NATIVE SOD 0 3 1 / ~ i/! \ \ , ~ / i M DIA / ~ C1 / ~ t / ,\~V, AAV.v \ \ VA / ,o / ~'~`0' ~ /~v/y~~ ~ y~, 2' PLANTING MEDIA / \ \ , , , , \ I - / / ~ ~ / / / / ~ / /v / \ MIX: 85-88% SAND, / / ,i,, ~ i / ~ 8-12% FINES, \ . ! / \ , ~ 3 5% ORGANIC ~ a2.s / / t ~ , r / i,, I , ,/v v / I \ ~ ~i / ,//\i i 2~:'WASH~O~SAND-..: 0.3' ' ~ ~ DOT STANDARD ' / CONCRETE DROP 0 o I ~ Q J hg k~ , ~ / \ \ ~~,FlLTER FABRIC \ ~ INLET 840.14 1.0' qM; ~ '{OR CHOK)NG STONE) ~ ~ INLET PIPE (PVC) INLET PIPE (PVC) ~ / ~ \ ,~,np / / / 1 t• ~;':`1^. _t .h. _ • ~:Y ~Sy;1?~h i~:+."y'~'ii~. ~{:!'i \ S, / i i ~ C" _i ~ \ / ~ l~t~'~'s;e•.et-'•=5;~4" WASHED SAND;i:~__=s°~?:,.it:i'wi ,::~r;<:;~:b.•.,~..: ;r~;.:-,S:' .T.a~.. ~ ~ rr ~ r('~ ~ / / / ~ % -y~ ~ 6" PVC UNDERDRAINS (MIN. 2, BARRELS) \ FES C3 I i 6 / / ~ ~ (DEPTH VARIES) ' _ , . , 2 BARRELS) 1 I r 22C /ti / ~ 366 \ \ \ \ \ \ \ , \ \ . \ \ \ \ , \ \ \ . ' r i ~ / //,/i/., /i~/,//~,/,//.//. „ I i \ I ~ I OUTLET PIPE ~ 35. J ~ / • I ~ ~ (RCP) / ~ ' ~ l U I ~ i i ~ / I ~ ~ ,r i BIORETENTION ~ No Scale w N S I ~ ~ J ~ ~ `s~ \ I I 1 ss ' ~ ~ s `(tr r I . I ' I ~ z J J s ~ I I BIORETENTION OUTLET STRUCTURE a o H a \ { `s ~1 ~ ! ~ ~ 1 ~ ~ I l ~ BICRETENTION MAINTENANCE: No Scale r _ Q L p V 1 IMMEDIATELY AFTER THE BIORETENTION CELL IS ESTABLISHED THE PLANTS SOD WILL BE WATER TILL BE WATERED TWICE WEEKLY IF z = ` NEEDED UNTIL THE PLANTS/SOD BECOME ESTABLISHED (COMMONLY SIX WEEKS). W O ~ SNOW, MULCH OR ANY OTHER MATERIAL WILL NEVER BE PILED ON THE SURFACE OF THE BIOR I~ 1 OF THE BIORETENTION CELL. _I O Z Z HEAVY EQUIPMENT WILL NEVER BE DRIVEN OVER THE BIORETENTION CELL. • SPECIAL CARE WILL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE BIORETENTION CELL. J w 7ENTION CELL. w LEGEND ONCE A YEAR, A SOIL TEST OF THE SOIL MEDIA WILL BE CONDUCTED. w ~ J 0 PROPOSED CLEAN OUT _ • PLAN BIORETENTION #3 INSPECT FLOW ENTRANCES, PONDING AREA, AND SURFACE OVERFLOW AREAS PERIODICALLY. RE ODICALLY. REPLACE SOIL, PLANT ~ O PROPOSED UNDERDRAIN SCALE 1:20 MATERIAL, AND/OR MULCH IN AREAS WHERE EROSION HAS OCCURRED. V) w - - - PROPOSED BIORETENTION Lu Juno g a Q J SOIL PLANTING MEDIA C)roo Z ~ } QO 117- O O MIX: 85-88% SAND, 8-12% FINES, W 380 380 3-5% ORGANIC A A U 3do do W J (n I I I - I I Lu J U H Q Z Z m Q O a DI 22C RIM 359.79 BIORETENTION AREA CALCULATIONS r L T---- --r PLAN VIEW II- 370 - - 370 --._I. - DESIGNED TO CAPTURE 1.0" RUN-OFF 'ASSUME PERMEABIUtt OF I INCHIHOURAND A FILL SOIL INV OUT 352.99 --L_ 1----I- ce C7 NCHVHOUR AND A FILL SOIL LAYER OF 2 FT THICK W Z __L-_~'--~ ---_1--- ~ 9P 1.51WHRPER UNRAREA I I -i----__--_-.-~ -----------_I__---.----_-- IDmudmvnlime 8.0 LHRSTOBO7TOMSURF1 1.51NVHRPER UNR'AREA P__4 z 9.0 HRS TO BOTTOM SURFACE i' I Q J q: C) ICI---- I . L------~ 24_0IHRS TO DROP 2-BELON 4.0IHRS TO DROP 2' BELOW BOTTOM SURFACE - - ~.i i it 5 D.A. (BUILT UPON BUA! I Rv STORAGE AREA ACRE STORAGE PONDING PLANING STORAGE OVERFLOW'USING MANNINGS EQUI BMP DRAINAGE ,AREA (BUA)1 D.A. I i- REQUIRED (REQUIRED INCHES DEPTH SURFACEI SURFACE PROVIDED WEIR _ USING MANNINGS EQUATION IN x D=16 x (R x nlsns )nm) Lo U _ UNOERORAIN (MIN.) CLEAN J W FLOW 0 O Y (SF) (SF) (CF) EVATION Q (qx erea)~ Q (10 AMINIMUM) f N x C=(INCHES) ARE irAREA AREA (SF) (SF) 1 (CF) j (SF) ' (INCHES) EL LI~L _ 0.22 22 10.77 5 1 94,337 ' 67,6771_ 0.72 1 0.70 I _5469_1 5469 1.51 _ 12 6,448 5,492 5,964 _ 370.00_ 1 M) l N x C=QNCHES)i AREA=SR IN SIZE QNCHES) iNUMBER I REQUIRED ,140 ,_.59_241 I 0.62 1 0.61 4839 4839 _ 1.34 1 2 _ 6,501 4, 847 _1 - 5,654 367.40 I 0.23 - 2.3 10.81 8 F 2 95 360 TEMP, POOL ELEV3.59.89- _ - 36O F 7.3 T-r 3 91,060 35,269 _ 0.39 10.40 3025 L 3025 L 0.83 I 12 L 3,870 3,043 _1_3,448 _f 359.80 , _ 0.13 1.3 8.90 E J 10.77 91.11 6 1 3 6 0 ^ Q 10.91 91.67 a '2_-- 7 d 9.90 62.13 6 2 I 4 ZM4 10, w GEOTEXTILE FABRIC 4' WASHED MWES BpT O FO RIC_L-ll~ SECTION A - A LINER COMM. NO. MAINTENANCE _ 6' PVC 57 STON ELEV.-355.47' INSPECT RIPRAP OUTLETS STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION DATE NOV. 2008 AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. DRAWN JM, RF ~2 L_F 350 ( 3.00 0 350 END OF PIPE INV END 351.73 15"-RC OUTLET PROTECTION FILE NO. I I i I (DEPRESSED TYPE) (TO BE USED FOR PIPE INLETS TO BIORETENTION CELLS) 340 340 NO SCALE SHEET 3v5 A ^4n^\ uUnDp(1.I~f TCA Cl N\ n711f;A,i ~•,n1 n71 i(;CP1 _RF11S Hwn h Mnnn S % .d D.Ad FCT skinner lamm & hlghsmtth i I i \ RJ I I .~~ia ` ~ a ~~4 ~I ~ ` F ~ ~ _ ~ F ~ C a~ _ I it i ~ , :k: ~ PRELIMINARY POND DESIGN DATA ~ ~-,r ~ ~ POND RESIDENTIAL ~Y~<~ ~ \ X X ~ ~ / x X X Y x ~ x X DRAINAGE AREA (ACRES) 13.3 ~ ? X ~ X X ~ X Xc- X \ ~ ~ _ VEGETATIVE SHELF ~ IMPERVIOUS AREA 6.63 1 I U ~ ~ I ~ \ _ 275.41 ~ f c (10:1 SIDESLOPES) \ MAX IMPERVIOUS AREA 50% ~Ysc,~• .,-;.,i:~~:.( < ~ ~ 370.0 / \ ~ 1 ~ AVG. POOL DEPTH (FEET) 3.5 ~ ~ ` FES 3 ° ~ ~3 ~c \ 369.0 # TSS REMOVAL 90% ~ 0 SAIDA RAT10 2.8 From NCDWQ Stormwater BMP Chart ARCHITECT S ( ) ~ ~ ~I~.~ ~ ` ~IharchiUol•sviblink.nal i ~ \36 - t7 . . - ~ r fi~ / 369.0 SURFACE AREA REQUIRED (SF) 16,222 702 rs~lbro~d ~Iresl SURFACE AREA PROPOSED (SF) 16,230 001 etlloe bui eea \ \ a. y t, a ~ ~ f < ~ ~ ~ J ~ X/. 67~ talephons22522014~127 ~ °5 ~ , , , dj~ DRAWDOWN ORIFICE SIZE (INCHES) 2.5 r.N sa: zsl logo f ~ ~ ti ~ / ~ 66.5 r i „ ~ ' _ ~ X X~ ~ ' ' , . • y 3 • ° , x'' ~ ~ TEMP. POOLUOLUME PROVIDED 26311 _ I f ~ ~ _365.0-~ ' y ~ ~ / _ %66.5 o DRNING HEAD (FT) 0.41 0 0 364.0 ~ ~ \ ~ ~ r ,X. \ i ~ ~ 363. ~ 0 ~ "c I DISCHARGE (CFS) 0.105 I o 0 385.0 ~ / - I I ~ \ % ~'v ` 362.0 - I DRAWDOWN TIME (DAYS) I 2.901 I I U m m ~ \ r \ ~ 361. ~ / O ~ 0 r 362.0 - - _ * * I ~ ro ~ 3~9- OPT10N#2 day - (0.25 (1+Aho1_shelt~Aperm~ool))+(((Ahat_shelt+Ahot,pand))2) DepthlAbot shelf) L N N ~ o. FOREBAY - / = 4,5 De th from bottom shelft0 bottom and I N N - ~ ~ ~ Depth ( p P ~ (BOTTOM ELEV-362.0) ~ _ I • ` ~ ~ STORMWATER POND (BOTTOM ~ ~ ~ ~ o ~ Abol_shel~ - 12349 366.50 I Z w h - ~ - ~ ~ \ ~ ~ y' o ~ BOTTOM ELEV=361.0 ~ b,,y,n o o - ~ ~ ~ = 16230 367.00 ~ E r° 362 +,50 g Aperm~oal - o ~ ~ ~ (INCLUDES 1 FT ~ ? = 4567 362.00 m Abotyond _ _ - - ' ~ ~ ~ SEDIMENT CLEANOUT ~ ~ ~ y \ m 66.5 ~ ~ day = 3.52 I ~ m \ ~ ~ r ~ ~ OUTLET STRUCTURE 361.0 ~ •~r, ~ DESIGNED TO CAPTURE 1.0 RUN-OFF ~ ~ a \ ! i " 362.0. ~ ~ ~ ~ . NC \ ~ - - ~ - ~ SEE DETAILS 363.o r ` r. ~ S D SLOPE' ,v~ J ~ y~,~ . 36s o ~ - ~ _ WQv ~ 1 SIDESLOPES / `36g _ I ~ ~ _ \ r \ _ 364.0 ~ i r ~ \ ~ ti , L \ • ~ ST RAGE p F~ • e 5 - I D.A. BUILT UPON BUA.! Rv 0 J \ ~ 365.0 ~ ~ ~ , BMP I DRAINAGE AREA (BUA) D.A. ~ REQUIRED ~ ~ ~ ~ W OWN g0~ 36s.o - ~ \ \ / r ~c r,, ~r Tr r fig.. ~ ~ y r r r L~ ~6 ~N 6~• AREA AREA SF SF CF Z o R1. ~ ( ) ( ) ~ ( ) I _ ZI ,y ti 11 ` V ~4 .Y .4 i .Y .4 i4 .4 ~ h I.L M lE~ DENTION BASIN I 579,348 1 288,742 I 0.50 ~ 0.50 ~ 24070 ~ ~ ~ \ \ \ \/iy / ` \ , r . ~.y y y' ~ ' 367 36"I 5 I w ~ ~ ~ W ~N \ \ 1 ' J ~4 ~Y. .4 y ` ~4 y ~4 i ~4 i ~4 ~4 ~ _ _ -J 367 - ~ z i 369.0 ' ~ ? - - \ ~ - ~ ~ ~ < - - } 370.0 \ z z p4 ~ _ ~ k - - Z ~o ~ o~ ,n r ,r r ,n ,n r, m ,i, m .r m r m 3 /I~ ~2 1 S RCP 3:1 SIDESLOPES N STORM WATER POND SEEDING SCHEDULE _ ~ ~ ~ 370.0 \ \ - ~ 369.0 ~ ~ ~ ~ ~ ~ 368.D ~ ~ 4 ~ ~ W ` ~ ~ ~ u< ~ STORMWATER POND BANKS 7 I I AT R I SEEDING MIXTURE SPECIES RATE LB ACREI SEED NG D ES P ~ ~ ~ 367.0 ~ ' ~ BERMUDAGRASS 80 4/15-8/15 ` ~6P ~ 366.0 ~ y ~ ~ y y ~ y ~ ~ RED TOP (AGROTIS ALGA) 25 4/15-9/30 I \365.5 ~ 365.0 ~ 365.0 I 1 ~ 1 - ~ - - - 364.0 ~ ~ ~ ~ - PERIMETER SHELF Y .4 ~4 i vt .Y .L y i i4 ~ RATE(LB/ACRE) SEEDING DATES 2 4 ~ - ~ 363. J - ~ 0 I DISSIPATOR \ -SCOUR HOLE ~yu.~`~ STORMWATER POND MIX T-N V FEB-MAY ~ i:~~~~"-A' / 15-20 OC 0 & -361.0 ~ 1 PAD ~ ~a ~ ~ y y + + + SEEDING MIXTURE SPECIES COMMON NAME PERCENT FF - L ~ ~ \ - ~ a~ ~ ~r ,fix Agrostis stolonifero CREEPING BENTGRASS 25 R/N~ ~ ;~»~H.. ' 6 ~ ~ p xr.~;~~ v. ,v y i i m r m~ r 1 ,r m i4 J. J. ,4 J. d W Carex vulpinoidea FOX SEDGE 25 & SUR ` Elymus virginicus VIRGINIA WILD RYE 25 L .L .Y J. iL J .Y / O i ~ " ' \ 1 x~ k ~ x FES A' , . , ~ I ~ Helenium outumnale VA ecotype SNEEZEWEED 13 ~ ~ 111 rrrr / ~ / Iris versicolor BLUE FLAB 12 ~r~ ~1 ~ _ \ J~ ~ - .4 ' J. J. Jt aY .4 ~i4 Ja aY .L Jt .L Jt 14 .11 Lt iY .4 i4 .4 J. .4 .4 i F 9 I (STORMWATER POND MIX INFORMATION OBTAINED FROM MELLOW MARSH ARM, SILER CITY, NC. CONTACT (919)-742-1200) ~ BLIND SWALE ~ ` ~ \ ~ = EAL ,A, ~ ~ i ~ ~ IJ ~ iY i4 i i4 i y i .4 y y y i J. i4 i y i4 .4 ,r,~ ~ ;,f ;7r ,,y~~ - \ - - - _ - 1 as , ! ~ 20106 ~ - / ~ ~ i i ~Y~ , ~ LEVEL SPREADER#2 / / ';P F ~ ~ m ~ ~m/ h''F .Y J. J. .4 .4 ~ / ~ m .Y _ .4 .4 m m J. m ,I. ' ' ' STONE WITH FILTER FABRIC ~ ~ ' - ~ / i ~ 'rrrrunlnna~ (SEE DETAIL) ' - - j~~ ~ i ~ / . 1/ ~ . . / - .Y .Y / J. .4 J. 6 j 1 II / ( / . ~ 1 I J / % LI ~ / ~B C / Q S / VEGITATED / 1 ' ~ \1'` _ • • _ _ ~ FILTER STRIP ~ y `i % i -r. y \ - ~ i 1 ~ ' ~ f r < ~ i ~ ~ ~ a ~ r. i ~ 0 e ~ •i / I PCB 42 / o _ x / ~ u ~ I, FES "B" I ~ ~ ti r- / ~ ~ Y ~ ~ ~ r,, ~ i, ~ R ~ / ~ k / ~ ~ b y i - ~ ~ ~ ~ M ~ ~ ~ ~ / i ~ I ~ k, i' ~ / ~ / ~ / DOT STANDARD ~ / ~ / / FRAME & GRATE 840.16 z _ PCB#41 I / ~ - / ~ X X ~ ~ A ~ ~ X ~ (TOP ELEV.= 368.35') W ~ / ~ o ~ ~ i % / ~ / / ~ / ~ U ' ~ 8" PVC PIPE TO Q / ~ LEVEL SPREADER - FES 7 , i / ~I I s ~ ~ - ~ _ ~ # 1 i t; c ~ / ~ / 2.5'4 ORIFICE ~ (INVERT ELEV.= 367.0') Z r-i PLAN -WET DETENTION POND ° ~i ~ SCALE 1:20 / l o <~`1'.' DOT 5rANDARD m CONCRETE DROP . ,•r, O • INLET 840.14 ~ x. _ ~ - 2.5"0 ORIFICE ~ DOT STANOARD N CONCRETE DROP INLET 840.14 ° .'•f o i ~ M M "r : _ U ,,i":. 8' PVC DRAIN PIPE ~ Q 400 I i i I I 1 1 1 1 1 1 I I I 400 ~ ~ WATERTIGHT CONCRETE L_. I I I I I I I I I BLOCK DIVERSION WEIR ° ~ a D.50 0.67 0.33 1.00 0.50 I I _ I I 18° RCP ° 390 390 " e• Pvc TOP VIEW -OUTLET STRUCTURE I I I I _ i I i No Scale I 8"0 CLEANOUT/GRAIN PIPE INV. OUT= 360.85' (INVERT ELEV. 361.0') i 8° PVC PIPE TO LEVEL SPREADER 1I 380 380 I I I I I I I NOTE. - OUTLET STRUCTURE W/ FLOW SPLITTER I A CLAY LINER MUST BE 10=PERIMETER SHEL- -P-GRATE-TO-BERN No Scale AS TRASIi RACK ~ PROVIDED FOR THE POND ~ ELEV, 3sa.35 TOP OF BERM I I BOTTOM AND SIDESLOPES. 3~0 ~ _ _ I _ _ _ I _ _ I -11AXIMUM-WATER-LEVEL I - . - - , - - • - - • I I 370 I -I-• - ~ I--~ ~ - - .E = 368.98~O.RS0.0YR_SIOEM~V- - - ~ - - --~--I--~ i R ELEV-`368.6 ~ - - - - ~ I.--. -~--I--~ i I io I I I ~ I I I ~ I I ~ -SCOUR-HOL-E - " \ \ \ I I \ _ ' f / / I -~1 f SEE DETAIL) I 1 2.5 0 PIPE ®IN4ERT I /VA/VA/VA/\~/VA~ ~ I -GRAVEL--FIL _ _ ~ _ - - - . \ - - - ELEV-3G7.Q-(FULL-POOL) 11-8"m GLEANOUT PIPE //////~//v.//~//~~/~~ FOREBAY BOTTOM r ~..---r-----I- t - EES# _L~ ~ RISER ANTI-FLOATATION BLOCK ! I 64 LFj RISER ACCESS 11 I POND BOTTOM I I \\\\`FOREBAY BERM~~ = - - -I-~- ~ - - - - INVERT EL-EV~6~-0' - / / _ ~ o so% ~ 0.5Q~ I i ELEV.-i 361:0' I \ I. I . DSSPN i I i. / / r ~ . r. / / r, r. r i i. i. i--i J./J\~J\~1~J\~J\~\/~\/~~\/1\~~\/?~\I\~~/~~J~LG~~G~\~J~\ DISSIPPjTOR PAD' 30" RCP RISER BOX (Precast Concrete) ( i ANTI-FLOTATION GROUT TOTAL I - _ WEIGHT DISPLACD LENGTH WIDTH THICKNS PROP.Wf REO.WT. INL-ET PROTECTION 360 LENGTH WIDTH THICKNS HEIGHT I ..r .v'` I I I INCH INCH I INCH FT LBS , H2O LBS FT FT INCH LBS LBS 88 I PVC PIE TO - L-- EL-SP-READE-R- FILTER FILTER FABRIC 36 ( 24 i 6 ~ 7.5 ~ fi750.00 15616.00 2 I 3 I D 6750.00 ~ 6177.60 ANTIi SEEP G~OLLAR \ MINIMUM-PROJECTION 1 I I ~ ~ ~-_-1 T I I 1.5 OUTSIDE OF PIPE I I * WEIGHT OF RISER BOX> 110% OF DISPLACED WATER NO ADDITIONAL ANTI-FLOTATION REQUIRED Z ( ) I I I 350 U 350 ,-I _ I I , - - - - - - I I ~ I FLOW SPLITTER BOX 1 ; 1 ~ - SPLfIlFRBOX TOPOF WLETPIPE I ORIFlCE I i UVE1R ~ L LB~lGTH ; UPP9R LOUV9R BYPASS OUTLET W N NOTE: - F - - - - - - I I I ~ ~ I I ~ I STRUCTURE SQE (W(~I INV. SQE (INCHi1 CD ~ H (FT) 0 (CFS) 1 SLOPE (Fq IM/. 1 WU. (BdD) SQE (INCH) INV. J BASIN AND FOREBAY MUST I , I i I POND OLfTLETSTRUCTURE 368.35 2.50 367.00 8 I 0.6 ~ 1.42 2.00 I 0.0191 194.00 360.85 357.15 18 360.85 Q i I I I E z BE CLEAN UT T i I I i ED 0 0 I ~ I I I Maximumflow ator'rfice= 2.ODCFS I ! ; I I I ' I I ~ 340 340 SPECIFIED ELEVATIONS AFTER H=measured from center of orifice I ' ~ I I ~ J UPLAND AREAS STABILIZED ~ ~ ~ g UUKINU UUNVKKSIUN FKUM SECTION - WET DETENTION POND TEMPORARY SEDIMENT BASIN. SCALE HORZ : 1" = 20' (VERT): 1" = 10' Lu O 0 J a O J z z W ~ J I~ 6.00' 0.50' 3.00' 50.00' W C V / G „ W ~ W Ow PA l 3 LAYER OF TYPICAL PREFORMED SCOUR HOLE LAYOUT AND COMPONENTS (NCDOT 2006) W Q J ~ LEVEL F~ y #57 STONE J O SPREADER LIP ~j Q J VEGITATED FILTE Q R STRIP CENTIPEDE O O TOP ELEV 370.0' TOP ELEV 370.0' TOP ELEV 370.0' sw SWALE CONSTRUCTION REQUIREMENTS FOR SCOUR HOLES z 0 _ 24" PIPE d=18" W=STANDARD U 1.0 + FREEBOARD 1.0' + FREEBOARD 10 PERIMETER SHELF 3 RECEIVING TO AVOID SHIFTING OF THE SCOUR HOLE AFTER g :e STREAM ROLL WIDTH INSTALLATION, THE BMP SHOULD BE INSTALLED IN (n a 3 1 3 ft. WIDE STRIP J U 1 UNDISTURBED SOIL INSTEAD OF IN FILL MATERIAL. H , ; OF FILTER FABRIC 3 1 ~ PERMANENT SOIL INSTALL PREFORMED SCOUR HOLES AFTER SITE W z ca ELEV=367.5' 16" --I SQUARE PREFORMED REINFORCEMENT STABILIZATION. O 0- SCOUR HOLE (PFSH) MATTING (PSRM). 4.5'x4.5'. (RIPRAP NOT PSRM SHALL BE ENSURE THAT THE APRON IS FLUSH WITH NATURAL W F" ELEV-366.5' 1 - 10 FULL POOL 367.0' EMERGENCY SPILLWAY ELEV 368.6' CONCRET SECTION SHOWN FOR CLARITY) SEEDED WITH GROUND. THE ELEVATION OF THE TOP OF THE U U CONCRETE FOOTING VEGETATION AT PREFORMED SCOUR HOLE SHOULD BE THE SAME AS v / Q z INSTALLATION. THE ELEVATION OF THE PSRM. z J Z 3 Q ~ ^ 2: q~ O ENSURE THAT RIPRAP CONSISTS OF A WELL-GRADED 1..1.. U 1 4.0, MIXTURE OF STONE. SMALLER-SIZE RIPRAP STONES m W PREFORMED SCOUR HOLE CROSS SECTION (NCDOT 2006) SHOULD BE USED TO FILL VOIDS BETWEEN LARGER O POND BOTTOM @ ELEV. 362.0' EMERGENCY SPILLWAY X-SECTION STONES. 0 o Q --._T-' No Scale LEVEL SPREADER AND VEGITATED FILTER STRIP WHERE PRACTICAL, ROUTE OFF-SITE RUNOFF AWAY d' 1.0' No Scale FROM THE BMP. PIPE d=18" IMMEDIATELY AFTER CONSTRUCTION, STABILIZE THE EXIT COMM. NO. PRSEM POND BOTTOM WITH 1.0' SEDIMENT CLEANOUT @ ELEV. 361.0' PRINCIPAL SPILLWAY INSTALL LEVEL AND AREAS WITH VEGETATION. ~<< s1 FLUSH WITH DATE NOV. 2008 USE ONLY APPROVED WATERTIGHT ASSEMBLIES FOR ALL PIPE CONNECTIONS. ~pF DEPTH OF NATURAL GROUND CLEAR THE AREA OF ALL CONSTRUCTION DEBRIS AND SCOURHOLE=2.0' CHECK THE EXIT AREAS FOR ANY POTENTIAL DRAWN JM, RF NATURAL _ OBSTRUCTIONS THAT COULD PROMOTE CHANNELIZED PLACE BARREL AND RISER ON FIRM, EVEN FOUNDATION. INSTALL ANTI-SEEP COLLAR(S) SLIGHTLY DOWNSTREAM OF DAM CENTERLINE (MINIMUM PROJECTION LEVEL SPREADER 2 GROUND FLOW. FILE NO. LINER. CLASS B RIPRAP ~ a 1.5 FT.). d50=8" WITH TYPE 2 PLACE MOIST, CLAYEY, WORKABLE SOIL AROUND PIPE AND ANTI-SEEP VEGITATED FILTER FABRIC DEPTH OF MIN. 1' TUCK REQUIRED FLOW LENGTH SWALE DEPTH WET DETENTION POND X-SECTION COLLARS. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR SILT. COMPACT 4-INCH LAYERS OF SOIL, BY HAND, UNDER AND AROUND PIPE AND Q1 0(cfs (ft) FILTER STRIP GRASS TYPE RIPRAP=1.67' 4.5' (ft) \ (f{ BASE WIDTH No Scale COLLARS TO AT LEAST THE DENSITY OF FOUNDATION SOIL. AVOID RAISING PIPE FROM FIRM CONTACT WITH FOUNDATION WHILE COMPACTING MATERIAL UNDER SHEET PIPE HAUNCHES. 2.00 26.00 0.5 50 CENTIPEDE COVER PIPE TO A DEPTH OF 2 FT. MINIMUM OF HAND-COMPACTED BACKFILL BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. INSTALL TRASH GUARD WITH BARS SPACED 2-3 INCHES APART. PLUNGE POOL FOR POND OUTLET Cm 316 No Scale C\ !`_1fN1A I d t.dlpP(l I F7r TQA C1 H\ h71 3R\,imnA 071 iaCP1 -REVS riven 9111 I?nnQ P.d17-4d PKd PCT skinner lamm & hlghsmlth F~ .~J f L" rSj~' GRAF GRAPHIC SCALE ~''`f zo o ~o zo to zo ao Bo ARCHITECT5 ~9 elharohllseUearlhllnk.nsl 702 ¦eelbroad etreel poet olflos box 000 ( ( IN FEET) Ielsphon• 202 291 X127 1 in fax 202 201 1070 1 inch = 20 ft. 00 00 U a NN ~ N N vv Z w J W E 0 U C Z' O VJ a 0 J_ w ~ i , ti ~ \ ~ ~N Z 0~ Z I ~ I 36y ~ n ~ 6' ~rn ~ ~ ~ o- W W z ~ 1 ~ ~ ~ W N ~ ~ _ DISSIPATOR ~ \ \ ~ ~ PAD ~ 1 ~ - ~ ~ Z ~ ~ ~ ~ ~ ~ ~ ~ Z ~ ~ - ~ C7 ~ ' ~ I - - Z Z BLIND SWALE ~ ~ ~t \ \ t ~ a~ t \ W 3 ~ \ ~ \ ~ ~ u \ X ~ ~ t` ~ \ ' ~ ` TL L, '~r ~ \ ~ R F ~ T P I 11 +00 ~ ' ~ y i ~ vsA ~ 12+00 ~ - ~ ~ :BLIND SWALE ~ / ~ LEVEL SPREADER#2 \ ,k ~ - ~ \ ` \ ~ ~ ~ ~ ~ \ c ~ e ~ ~ ' ~ ~ STONE WITH FILTER FABRIC F ~ .o`" , ~ ~ SEE DETAIL ~ `~o \ ~ F ~ i \ ~J 0P .PROPOSED ° ' ~ F~~ \ \3 ~ \ ry - Ng & SUR'I e F 't~ ~ WALL ~ ~ ' r J`'Q ~~~~1 ~ VEGITATED \ ~ ~ 6J~0 I ~ ~ ~ o J~ P ,i?` ~ ` FILTER STRIP ~ 1 p 1 nlllrff ~ ~ `11 ih o wp ~k ~ ~ ~ 9 ~ \ ~ I "7 ~ . ~ 0~ ~ ~ \ ~ ~ \ 9< ~ . - SEAL - F ~ - 1 ~ 20106 - \ o ~ ~ - s ~ 7 ~ - ~ ~ ~ ~ i- ~ ~ ~ , _ ~ ~ \ ~ 'r I O V / l ~i :.;1,;:~ f ~ 7; \ 6.00 0.50 3.00 50.00' (MIN.) 4iRr S. gPR 1,,1 I / ~ ~xff1111111111111 ~ s ~ ~ LEVEL SPREADER 1 ~ - •FES 6 \ ~ ~ ~ - ~ ~ I ~ ,,,..z \ i 3" LAYER OF ~ ~ ~,oW PATy 57 STONE a,~ - a ~ l ~ ~ ~ ~ PDI2o ~ , ~ h ~ LEVEL F # BLIP o, . _ ~ ~ ~ I ~ • ~ ~ , ~o ~ ~ l W FES A SPREADER LIP Q S URBAN TRANSITION BUFFER STONE WITH FILTER FABRIC FOREBAY/ BLIND '4'~ J j(SEE DETAIL) DISSIPATOR PAD ~ SWALE 2a^ p RECEIVING V . \ ° 3 ft. WIDE STRIP STREAM ~ 1 ~ ~ ~ i ~ ~ PLAN -LEVEL SPREA ~ ~ VEL SPREADER 2 , s`' ; . ; e' OF FILTER FABRIC # e y i , • ' ~ • ~ ~ ~ SCALE 1:20 M SCALE 1:20 ~ ~ B ~ T r j I / / \ ~ CONCRETE FOOTING ~ Z w LEVEL SPREADER U No Scale ~ 0 PLAN -LEVEL SPREADER #1 c~ z SCALE 1:20 a 0 IH m 0 INFLUENT STORMWATER TO LEVEL ~ SPREADER PIPE FROM DIVERSION M 2 1 ft Q 3 ft ~ ~ 390 390 I I ~ I I I FOREBAY _ ~ _ ~ PDI#23 380 TOP ELEV 369.20 No Scale INVERT IN 360.85 Sao 380 380 INV OUT 360.85 18 _ I I _ I I INV OUT 360.85 8 _ I I _ I _ I I I I I CONSTRUCTION SPECIFICATIONS: 370 ~ ROPOS ~D ROAD 1. ENSURE THAT THE SPREADER LIP (CURB AND GUTTER) IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF. 370 I - 370 - YS ~D ROAD PR POSED POND ~ 370 2. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT IN FlLL). _ Q I _ I 3. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE NOT TO EXCEED 109;. MAKE SURE THE SLOPE IS SUFFlCIENTLY SMOOTH TO KEEP FLOW FROM CONCENTRATING. i I EXISTING GROUND 4. IMMEDIATELY AFTER RS CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA OF THE SPREADER. I ~ - - ELISE 6UFFER - _ ~ _ I MNMENANCE: _ I ~ I , . INSPECT LEVEL SPREADER AFTER EVER RAINFALL UNTIL VEGETATION IS ESTABLISHED, ANO PROMPTLY MAKE NEEDED REPAIRS. I I- 36D AFTER THE AREA HAS BEEN STABILJZED, MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDfiION. PROPOSED GROUND 360 TON WITH-FI 1'fR-FABRIC I I I ~ I . 360 - - 360 ~ - i i . I ~ ~ ~ I l ~ I - ~ ~ - I I BLIND SWALEL I I ~ ~ I OUTL STRUCTURE ~T J ..I. - i I BLIND WALE - - - W/ F OW-SPLI - ER LEVEL SPREADER _1 STONE WI H FILTE FABRIC ' 350 ~ I I I I ~ 350 350 LEV L SPREADER ~ 350 FOREBAY ~ - ..1.. LEVEL SPREADER 1 - 15 RCP I I I I I U I ~ I REQUIRED FLOW LENGTH SWALE DEPTH (n n - ~ ~ LOCATION Q10 cfs ft ft ~ 340 ~ i I I I I - 34D W N 340 340 - FES 6 2.65 120.0 ~ # 05 Q Z J i 0 zzn - I I I I I H ~ VVV G J H = Q ~ W ~ J p O J ~ Z H W LLj ~ J SECTION - LEVEL SPREADER #1 SECTION - LEVEL SF - LEVEL SPREADER #2 6.00' 0.50' 3.00' 50.00' u~ SCALE = 1:20 H / 1:10 V SCALE = 1:20 H / U) _E= 1:20 H / 1:10V a Ow PAP 3" LAYER OF W W W LEVEL #57 STONE J J p cn SPREADER LIP W 0 VEGITATED FILTER STRIP C J D J ENTIPEDE ~ Q o SWALE 24" 0 RECEIVING Q U) 3 ft. WIDE STRIP STREAM ~d J (!l OF FILTER FABRIC J U ~ J ,6° iT W m ~ ~ o a W ~ CONCRETE FOOTING SECTION U C7 Q Z Z ~ Z Cn Q o ~ U m W o Y LEVEL SPREADER AND VEGITATED FILTER STRIP o o a No Scale U) COMM. NO. DATE NOV. 2008 LEVEL SPREADER 2 DRAWN JM, RF FILE NO. REQUIRED FLOW LENGTH SWALE DEPTH VEGITATED FILTER STRIP Q10(cfs) (ft) (ft) GRASS TYPE (ft) SHEET 2.00 26.00 0.5 50 CENTIPEDE Cm3n7 N/F skinner lamm''& hhig'h's~mith N/F MARK HOWP N: &758394506SE MOSIER °".~"isr;"v""~ MARK HOWARD & TERRY ROSE MOSIER DB 11964, PG 840 D PIN: 1758393393 ~ LOT 2 r SITE/UTILITY NOTES: µ=;:,,a ~r~:."s DB 8174, PG 724 ZONE: R-I N/F ~ r THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE f~~~-~' N/F LOT 3 JOHN EDWARD CHAMPION , (n PAUL EDWARD MOSIER BOM 1998, PG 1843 PIN: 1758386918 D rj,'r CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF ~ THE ARCHITECT OR ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION. PIN: 1758392072 ZONE: R-I D8 1506, PG 35LOT 5 ~1 15" RCP (EXISTING) DB 11964, PG 843 > j ZONE: R-I m LOT 5 ~ i2' RCP (EXISTING) ~ w INV 381.40E 18" RCP BOM 1998 PG 1643 o INV 374.91E o > A ~ INV 381.89 W NOT ALL UTILITIES ARE SHOWN DN THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATION ~'+`+'~'~y ' OF ALL EXISTING UNDERGROUND UTILITIES. CALL ONE CALL CENTER AT 1-800-632-4949 FOR ZONE: R-I ~ INV 374.D8 W w 15" RCP (IXISTING) ~ O (TO BE RELOCATED) INV 379.52 S N/F > (TO BE RELOCATED) ~ INV 378.76E ~ /i` ~ BERTIE WALL WIGGINS is LOCATION OF EXISTING UTILITIES 48 HOURS PRIOR TO EXCAVATION. t;:~n,; I ~ INV 377.55 W Z ~ (IXISTING} AND BUAUNGTON MILLS ROAD (SR 2051) 12" TEE DI MJ z (TO BE RELOCATED} ~ " BESSIE WAKE DIXON ~ VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION. COORDINATE ARCHITECT S 60 PUBLIC R W v NEW 6" NEW ~ m PIN. 1758495036 ' ASSEMBLY W/ VALVE & BOX o ~ NEW FH NEW 12 - - - - ~ _ - - - - "ASSEMBLY WATER - - - -y,~yE ASSEMBLY DB 11256, PG 2438 a WITH ARCHITECT AND ENGINEER FOR CHANGES TO ANY UTILITY PRIOR TO CONSTRUCTION. IF ANY NEW 6"1 - - NEW 6 - - d- - - ZONE: R-I CHANGES ARE REQUIRED, PLANS SHALL BE APPROVED BY THE CITY OF RALEIGH ENGINEERING alharchllacl~earthlink.nat d VALVE VALVE - tNEW 12" - ~-u U T ~~~-fief lJ - ~JGT - - JJ67- u T - c = .uc~ VALVE NEW FH T DEPARTMENT. ~ 702 rsalbroad ~Ireel T Doat ollica bow 00st •Il~on,nc 27094 -0000 - ~ ~ ASSEMBLY ' LOCATION AND ELEVATION OF EXISTING UTILITIES SHOWN ON PLAN ARE APPROXIMATE. i:ia sz iul ioio°14127 • - - p _ _ _ - ~ _ ~ NEW 6 - -=--UGT- - -UGT UGT~~- _ UGT UGT -DGT IIGT- - - UGC -DGT U UGI- -OGT- -OGT qGT-~-_~UG _ ~VAL\E ° ~S1 S2 T2 ~ PCB 43 ° THE GREASE INTERCEPTOR SIZING IS TO BE CONDUCTED, AND DETAILS ARE TO BE INCLUDED WITH .r .r BUILDING CONSTRUCTION PLUMBING PLANS. A PLUMBING PERMIT WILL BE REQUIRED FOR °n ro LL n, 'CURB & GUTTER i:-,r•.r„i , c..r-~,i.~ , ,.i .,,.i i , ~ ~ r_i , i>_. i_i.., ,a_,i J i 375 TRANSITION -CURB & GUTTER ~ r~ ~ T~ A ~ INSTALLATION OF THE GREASE INTERCEPTOR AND ANY ASSOCIATED PLUMBING SEWER LATERAL IF U o 0 - -t" ~ \ ~ TRANSITION CURB & GUTTER TRANSITIO`~cr~ - CURB & GUTTER _ - -(DETAIL 45 SHEEP C-7.5) - - - - - _ _ ~ ` I - 'IFrh~CI~RVE- DETAIL 45 SHEEP C 7.5 _ DETAIL 45 SHEET C-7.5 ~ ~ ~ , \ o INSTALLED DURING THE SITE DEVELOPMENT PHASE OF CONSTRUCTION. W M M TRANSITION ~ ( ) - ~ ( _ ~ ) ~ b 15 RIGHT-OF-WAY DEDICATION >~scwu~rscu I ~ ~ \ \ DETAIL 45 SHEET C-7.5 I ~ I 1 ~ \ ~ ~ \ U NN ~ ~ ~ THE ELEVATOR SUMP SHALL NOT BE PERMITTED TO DRAIN TO THE SANITARY SEWER SYSTEM. A ,n ,n 1 30' LANDSCAPE BUFFER / MBL SIGN: 45 MPH I ~ \ ~ \ \ HOLDING TANK WITH SUFFICIENT VOLUME TO CONTAIN 100q OF THE ELEVATOR'S HYDRAULIC FLUID "v 15 RIGHT OF-WAY - I ~ \ CAPACITY WILL BE REQUIRED. THE HOLDING TANK SHALL INCORPORATE AN AUDIBLE VISUAL ALARM Z / W" \ N F SET TO ANNOUNCE LI UID ACCUMULATION . SEE BUILDING PLUMBING PLANS FOR ELEVATO SUMP - ~ DEDICATION REQUIRED I 9, SETS I . - _ _ ~ \ \ ~ WILLARD AND BARBARA FREEMAN PARKS Q R E ~ ~ HOLDING TANK DETAILS. A PLUMBING PERMIT WILL BE REQUIRED FOR INSTALLATION OF THE a \ I ~ I - I ~ z \ \ \ ~ PIN: 1758487746 ELEVATOR HOLDING TANK AND ANY ASSOCIATED SUMP PUMP PLUMBING IF INSTALLED DURING THE ~ \ DB 1781, PG 10 I - - ~ \ - PD1~10 - ~ I ~ << ZONE: R-I SITE DEVELOPMENT PHASE OF CONSTRUCTION. ~ \ \ m ~ PDI#5 ~ ~ d~ CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ~ o N 2" I I ~ ~ \ ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR ~ ~ CT o ~ ` \ \ CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS w W E I ~ = ~ I ~ \ ~ REQUIRED TO MATCH FINISHED GRADES. e I p p `~I~ ~ I h i7 J I -e' SIGN: ROLESVILLE ZONE LII ~ a ~ BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED J ILESVILLE ZONE LIMITS ~ BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE ~ o I ~~I ~ PROJECT. LACK OF THE PROPER WORKING POINTS AND GRADE S AKES U ~ x N w TURF 15 T MAY REQ IRE CESSATION OF Z ~ I - r PDI#9 FUTURE 15 ~ I~ I _ PDI#4 ~ I RIGHT OF-WAY OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION. _ o BHT-o~ wAY \ \ ~ Z I o I / I I - ~ \ I DEDICATION REG DILATION RE UI E ~ \ ALL SITE PLUMBING IS TO MEET THE NC STATE BUILDING CODE, VOLUME II, PLUMBING AND THE CITY OF ~ q R D \ ~ W W~ ~ I ~ I I I WHEN PROPERT EN PROPERTY IS NEw ~ RALEIGH STANDARDS AND SPECIFICATIONS. W ASSEMBLY ~ a I I o I ~i DEI/ELOPED - G~;.' rn ~ 1/ELOPED ~ ALL WATER AND SEWER ON PROPERTY IS PUBLIC. Z _ W I - - I 1 I _ ~ I \ ~ w NEW 6" ~ ? a ~ ~ ~ zz \ VALVE a N/F ALL MANHOLES 12'-20 IN DEPTH SHALL BE 5 IN DIAMETER. Z i0 c°n I I \ - r\~ I rn O ~ C8 - PDI#1 ~ ~ \ f BERTIE WALL WIGGINS W ~ ~ m I .p ~ ~ PDI#8 - I O \ \ ~ BESSIE WAKE DIXON ALL MATERIALS AND WORK SHALL COMPLY WITH THE CITY OF RALEIGH STANDARDS AND ~ 3 o I ~c PIN: 1756495036 SPECIFICATIONS. G~i > \ ~ DB 11256, PG 2438 N ZONE: R-I CONTRACTOR SHALL INSTALL ALL RE UIRED FITTING AND VALVES AS RE UIRED TO MEET THE CITY T L Q Q R F D P T ~I I . ~il~ ~ \ F? to c oh .I I cn \r m ~~'!7# ~i ~ c7 F RALEIGH STANDARDS AND SPECIFICATIONS. ~ ~ IIts ~~f( - ~u ~ ID w V v - ~ d I I - I Im \ THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWERS AND WATER MAINS AS FOLLOWS: ~ 1 ~ m ~ _ DI#3 PDI 7 I c \ \ I # / - I ° I ~ \ ~ LATERAL SEPARATION OF SEWERS AND WATER MAINS .1 ~ Z 4 z I I Im 3 ~ ~ - ~ ~ - I ~ ~ ; a I - / I ~ ~I 1 - I~ \ WATER MAINS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING OR PROPOSED SEWERS, FF I I °~r ~ UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 LATERAL SEPARATION, IN WHICH CASE: ~'iN JF.'~ \ ~ & SUR I - - - I~ • B#7 - - - - - -A - - - S T I - A8 - - - - I ° \ 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF PDI 1 - - - - I # _ _ I \ ~ THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER. " ~ NEW FH - - pp I - ASSEMBLY I I h,,.~ .:I. I I , ,I, I _ Q I N 89'4621" 4Y CROSSING A WATER MAIN OVER A SEWER ~ 0 I V ~ V , NEW 6"~ ~ I I a~ r,~•~r•I._I i.~. r.l 1 •I ~r ! .r'I I I~:~I',ea 11 ~I~I•,~I•a i'r.•~I_ `'RPZ AND BOOSTER I I 75.00 PDI 2 VALVE ~ _ # -PUMP IN HEATED ~ ~ 7~sP,ts--- _ I \ WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL _ \ ~ ~ SEA _ - _ \ \ \ BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS 18 ABOVE THE TOP OF 20106 I ~ :::H,OTBOX 97 s~A I I:`'. DI 68 C9 _ THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT 18" VERTICAL SEPARATION, IN j / / j / PROPOSED C3 PDI~12 C8~11 -I v~ NEw 6" WHICH CASE BOTH WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND %~0 VALVE . ~ SINE ~C, . NEW ~ WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH ''%FR " 1:-1:1 'I` /2" DOMESTIC / 12"X12"XB" _ CJD C11 ' C12 PCB~13 a 12/~ IRRIGATION _ ,SERVICE W/ /TEE PDI 6A I~ 5~ ASSEMBLY T g, g PR SIDE OF THE POINT OF CRDSSING. I _ P B I n,SERVICE L'RPZ IN HEATED'= ' ti NEW 8" •I •1 1, ~ h l l` I' t` C~ NEW FH I NEW FH ~ ~ ~ ~ , L'•1'~.I' L'L 1' ~G I f I I unnn~ \ NEW 12" - ASSEMBLY ti~ HOTBOX MH#10 ~ : I•.:r r:a L: I:y I. I, I .I: r:•I ,I,: WATER PCB ASSEMBLY I I I~ ~ 6 - 1 I I::..Iti ~ I: i NEW 8" h { Z ' P'd ~l' f. I ~ :~1 9`,.,.:~I:~I.I::I ~I1 ~f'.1: I'1 X-VALVE CROSSING A WATER MAIN UNDER A SEWER \ ~ ~BLI~ I ~ Q _ WATER = b - . / , ra / sa ' ~ PCB 9 PCB 8 " j~ / P B ~ ~ - \ I Q S WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER -'l PB~~ - ~ ~ ~ ~ ~ " / yam-- = 1~-- , . _ _ - - - - - ~ , - _ ~ . - _ \ I NEW 12~ W--~--~ - _ ----W ...v- _ - I MAIN AND THE SEWER SHALL BE CONSTRUCTED OF A FERROUS MATERIALS AND WITH THE JOINTS ~ - - W- - - -m -NEW 6" ~ - ~ ~ WATER - - - - - - ~ - ~ - CB 1 VALVE ~ ,,y - 9ra - ~ NEW 6" I ~ \ EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF \ CROSSING. A SECTION OF WATER MAIN SHALL BE CENTERED AT THE POINT OF CROSSING. J I CB 3 P 2 ~ • • VALVE ~~b nXUE ~'.I L~ I 'I i1''~I, •.P.I,~'I:, I~ q'I.i• I•.I 'Lf~{',I'-1 ~ I i';..I•:I~ :p.,l'>i:l 11'•I:••i.~• .I »I I• I i I~,'I~'~li l I >7;y' D3 B 1 I \ ~ ~ D2 B 14 .r..r, l• i r, i ~.r,,i•.L,I I .I-r.rr„I,,i,r;l. i. l: i.' . I . A3 v € - P B . A ~ v; i , i ..I ai c.r r..r, I . ~ ~ ~ V CA I ~ ~ G AL) a FES 2 ~ ~ r I \ fib jOr # FES#3 0 ~ .{I m~u g.74 ~ J - 62 ~ DI~13 / I b y \ ~ ~ ~ i . 3 ~ to _ I NEW FH NEW AIR RELEASE VAVLE 15" RCP N/F \ ~ ASSEMBLY INSIDE 4Fi 0 MANHOLE INV 405.47 N MBW PARTNERS, LLC ~ ~ ~ PIN: 1758489229 b~~ \NEW 6" INV 406.32 S ~ % STORMWATER j w > ~ - DB 12435, PG 401 ~U VALVE NEW 2" Z TRACT 2-3 ~ ~ VALVE W - ~ / DETENTION POND / FES#14; ~ ~ ~ L I / / _ \ ~ ZONE: R-I ~ ~T ACT ~ - C EW 8 a a .r: , ,I I PDI#23 ~ _ ~ ~ • - - - - I ' ti ~ , ~ I .I•..~ ~ ~ ~ : TER 1 i ~ '1 v 1 - I PCB 17 I'I~d.7 6[~~I'1=P..1 1•,:I ..I 'l, r ~I••I ~I.+-I~"L I~~I'a'.1 ~T°.1. # '"'I ..I I O ~ u~T ` ua~~~~W w O 1 ~i .NEW FH - }F1 HC yC yC N N~ h~ Hp HC I ~ ucT \ ` us~.~ z .ASSEMBLY~\ ~ _ ~ I _ UCT H T ~ P \ c,~ ~6 ~ _ I NEW 6" ~ ~ - - _ WETLANDS - VALVE a t' fi, ~ ~ - - - - - s a 3 z ~ G3 ...PCB 22 I NEW 6" I~ ~ - ~ _ uGfvo• m DISSIPATOR - w ~ ~ ` ~ G2= - VALVE PAD ' - t , I, ,I; ~ ~ ~ ~ ~ .I t 4 e( I I ''1'~ Y~ 1 ,•I .:I , i ~ ~ 0 FES "A" . , `1'~ L• I I•:'C r.. r.:~ l I I I •.t I . ~•.I• II''.I I I' I';. L' ~ASSEMBLY iia~ 0 N . PDI#14 % / I : LEVEL SPREADER 2 ~ ~ MH#8 j . PCB#23 M ~ / j / / / , / / / / / ~ .I ~`1• V / / / / / FANNI N/F FANNIE M. WATKINS, FILTER STRIP / 1 .1 1 .1.: ~ / / / / / / i / / / ~ PIN: 1 PIN: 1758480271 E i`:i3;:~~ " " PCB 4 O i / / / / ~ / Z ES B R / i / / / ! / / / ~ / / PC8~24 2ao4 ESTATE FILE: Q 2004-E-2499 BOM 1961, PG 97 ZONE:R-I ALL WATER MAINS SHALL HAVE 48" MINIMUM COVER BELOW PROPOSED FINISHED GRADE UNLESS OTHERWISE NOTED. • FES#7 •,I •.I ,r .l .l / i / j j / / / / / ' / / ~ / / / / / / DISSIPATOR PAD ~ / / ~ / / / / ~ ~ ~ ~ / / / ' / / I i / /DEPRESSED TYPE / ~ - / ! % / / ~ ' / ; / ! / ~ THE CONTRACTOR SHALL PROVIDE THRUST BLOCKING AT BENDS AND TEES PER THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS• CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVAL PRIOR TO •FES C1 122C/,/ " / / ' ~ % % / / / / / / / / / I N CONSTRUCTION. ~ ~ N - / / / % / / ~ / / / ~ / PDI 18 ~ MBW PARTNERS LLC NO ACTUAL SITE SURVEY HAS BEEN PERFORMED BY BARTLETT ENGINEERING SURVEYING AT THIS TIME. ~ / a % / / / / / / , ,I,..r is r.;l a l .r l: ra'.I ic. < m • v /I PDI 16 PDI#17 / j / / / i/ / / / / i / ~ I PIN: 1758582090 BOUNDARY & TOPOGRAPHIC INFORMATION WAS PROVIDED BY ARCADIS - G&M OF NORTH CAROLINA, DB 12435, PG 401 INC. DATED OCTOBER 2, 2008. ~ / / ~ / / / TRACT 2-3 BOM 1996, PG 1582 \ ~ ~ / / I ZONE: I-SUD CONSTRUCTION SAFETY: v ~ a: , / / / ~ / / 3 ~ ,I~--.~~ / / / / / / / I v ~ v d ; ~ ~ / i / ~ THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY ' I ~ .t,, 1, { L;; L:.I. I I 'I` L 'I ^1 ~P sf _ , • i / / / / / / / ~ / / m SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL EXCAVATION AND CONSTRICTION SHALL PROCEED . BIORETENTION AREA #3 \ ' . I. T I ;-j j`;; / / / / ! / ACCORDING TO THE LATEST OSHA REGULATIONS. • TOP OF PLANTING MEDIA \ NEW ~ ~ _ - / ~ / / / / ; ASSEMBLY I._ / / / % ~ / / / , / / / / / ELEV: 35t~80' \ \ ~ / / , / ~ / / ; PC \ \ _ NEW 6" ' ~ / / / / / ~j/ / / \ ~ \ VALVE = / / / / / / / / j / ~ / / ~ \ / / / i / / / / / / / \ \ PCB#40 a- / ~ % / / i- ~ % / : / / ' / ~ / ~ v / / / / I \ \ PCB 39 i / / / / / / / / / Y I / / / _ vv vv A V ~ PCB 38 / ~ ~ / ' % ~ / / I \ / / ..1.. v A \ \ X y { - .,,PCB 37 / / / i / % : / / / ~ I \ \r / / / / % % / / / \ V A \ V A T, ~ /i / i / / i i / / i n VJ ~ t•r~ v Y. , ~ / / / / ~ / I \ \ \ \ \ \ ~ . PDI#19C - ( / / / / / / / i / / i' / / \ \ \ \ PROPOSED y ~ L , NEW FHr' / , / ~ / / / / / ; ~ / ~ ~ / % , / n W N \ / I ~ / / i / , / C \ \ `kWALL \ O 02 I# ~ ASSEMBLY : / , / / / : / ~ / i ~ / / \ \ \ \ ~ PDI 2 • r ~ , , ~ I I / i / /i , i ~ , J \ \ \ \ \ I NEW 6" / ~ / / / ~ / / / / / \ \ \ \ Y, I I FlRE LINE / j / a I a ATTFM1101V COMRACTOF~S Z \ . J \ v ~ _ _ y~ _ \ \ ~ I I I ~ ~ NEW 4" : I \ \ I ,FES#6'`_.:. r~_ ~ I ~ _ v / DOMESTIC , ~ TFNEW FH ~ p : PCB#30-~ NEW 8 , I ' ALL WORK TO BE IN ACCORDANCE WITH THE CITY OF RALEIGH THE CONBTAUCTiON COMFfAC70R RESPONSIBLE FOR THE EXTENSION OF WATER, ~ ~ STANf1ART1S ANf1 SPFCIFICATI(INS ANTI NCT1~T IF APPI I(`ARI F SFWFR ANf1/OR RFIISF AS APPR~VF~ IN THFSF PI ANC IS RFCP(1NSIRI F F(1R ~ I WATER '0~1 7717.1 WTER _,L_ \ \ I -----~~~DISSIPATOR PAD -1 d ASSEMBLY `PCB#28 13 PCB 27 A _ CONTRACTING THE PUBLIC WORKS DEPARTMENT AT (919) ear-sew. AND THE \ \ \ I I"~ DEPRESSED TYPE I I - N K1 NEW'FH UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY. PUBLIC UTILITIES DEPARTMENT AT (919) 857-45V AT LEAST TWENTY _ \ 1 I ( PROPOSED W NEW N PCB \ \ I \ f W PCB 26 J1 NEW 6" ASSEMBLY 12"X1 2"X8" VALVE VALVE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE POUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER W OC E z LEVEL SPREADER 1 P?1#19 \ I I # PDI2M4 MH#4B SHOWN ON PLANS OR NOT. FAILURE TO NOTIFY BOTH CRY DEPARTMENTS IN ADVANCE OF BEGINNING J Q DISSIPATOR PAD I I \ 11 1 PDI 196 _ P 8 3 FES 4 - - - - CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARYFNES, AND 1 Z CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND REQUIRED REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED I I I \ \ - (DEPRESSED TYPE) FES#5~ ~~L3 ------n - - REPLACEMENT OF THESE FACILITIES IF DAMAGED. AS A RESULT of THIS NOTIFICATION FAILURE. H Lu - r~- - - I \ i-- --------.BIORETENTION AREA #2 - - - - - - - - - - Z J 'H#13 FAILURE TO CALL FOR N 9W71 W W7ALL A DOW 6TffiAMPLW, HAVE Q j ~ PROPOSED MH#13 I I I \ i' NE ~ M #3 ~ BIORETENTION AREA #1%~ .::iF::•; ° 2 8 PVC WALL AY-4 ~ZOP OF PLANTING 1~ I -__TOP OF PLANTING MH#1 PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF Cn J CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL RALEIGH STANDARDS, WILL RESULT IN A FIVE AND POSSIBLE EXCLUSION FROM d W I I \ ROM fR - MEDIA ELEV: 369.00' MH 2 .:....":;:a:...... ELISE RIVER BUFFER J~ l0OF (50' FROM TOP OF BANK) REQUIREMENTS/CONDITIONS OF ALL ENCROACHMENTS & W W F- F- - - - - - - - FUTURE WORK IN THE CfrYOFRALEIGH. J I P (/pF ...._:.:;:::::.:::::>a:::tt::;ri::?;•t>s:..:_.. L?# . -Dl2b!a i PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. Q O oC - - - - - - - - - - - - - - - FES "C2" - - - - . 0.. - PUBLIC Q O - ~'r------------ - M" 521.36 PRIVATE O O - i_ 6.5 - i 30' LANDSCAPE BUFFER / MBL 5716 . 8' / ` 90.2' 76.10' _ ~tJ54.1(TOTAL) ~ 73.66' 73.375"54 BRIDGE ABUTMENTS WATER DISTRIBUTION EXTENSION WATER DISTRIBUTION EXTENSION SYSTEM U I SYSTEM cn QD F- U 75.09' 74,98' 4 8' N, ~ (SEE BRIDGE PLANS) ~ 75159 W ; l THE CITY OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC WATER THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE 10' X 60' PRE-ENGINEERING FES "C3" CONTINENTAL PONY PEDESTRIAN / SYSTEM AND EXTENSION OF THE PRIVATE WATER DISTRIBUTION SYSTEM AS J J / SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS METHODS USED FOR CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THE PLAN. THE MATERIAL AND J Z m RQSS (SEE BRIDGE PLANS) -----__~7 / N/F THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF CONSTRUCTION METHODS USED FOR THE PROJECT SHALL CONFORM TO THE O d CITY OF RALEIGH THE CITY'S PUBLIC UT1LMES HANDBOOK. STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. Lu DUCTILE SEWER MAIN _ CROSSING (S EE DETAIL) LOT 117 ~i PIN: 1758475494 DB 10133, PG 750 LOT 110 -NEW 12" LOT 116 BOM 2003, PG 614 CITY OF RALEIGH CITY OF RALEIGH O LOT 108 LOT 109 LOT 111 LOrWATER ' 1'OT 114 LOT 115 ZONE: R-2 CLU PUBLIC UTILITIES DEPARTMENT PERMIT # PUBLIC UTILITIES DEPARTMENT PERMIT # V J 0 J Lu O LOT 104 LOT 105 LOT 106 LOT 107 2A AUTHORIZATION TO CONSTRUCT V U AUTHORIZATION TO CONSTRUCT ( O m DATE DATE V CL W O C:) ~~e Q EXISTING HAMPTON POINTE - PHASE FIVE 12" WATER U V BOM 2006, PG 814 - 815 SE FIVE 815 a m I VARIOUS OWNERS J 0 ZONE: R-I CID ~ I PUBLIC COMM. NO. PRIVATE ,CQ - OZ DATE NOV. 2008 LEGEND Q (o ~j SEWER COLLECTION EXTENSION SYSTEM SEWER COLLECTION/ EXTENSION SYSTEM DRAWN PPH o EXISTING IRON PIPE A EXISTING CONCRETE MONUMENT Q~ THE CITY OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC SEWER THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE FILE NO. pvc XISTING WATER VALVE EX MH E EVENING SHADE AVE SYSTEM AND EXTENSION OF THE PRIVATE SEWER COLLECTION SYSTEM AS CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THE PLAN. THE MATERIAL AND T GRAPHIC SCALE SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS METHODS USED FOR CONSTRUCTION METHODS USED FOR THE PROJECT SHALL CONFORM TO THE EXISTING FIRE HYDRANT RIM 367.94 W •b• ~ B, ~ 5 THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. o EXISTING WATER METER INV 359.64 (IN) IN _ 60 PUBLIC 0 EXISTING MANHOLE RIGHT-OF-WAY 60 0 30 60 120 240 THE CITY'S PUBLIC UTILITIES HANDBOOK, EX MH MH# ewe g' °m O EXISTING LIGHT POLE EXISTING POWER POLE RIM 374.15 EX MH EXISTING TREE INV 65.6 N 8" RIM 371.31 m -j CITY OF RALEIGH CITY OF RALEIGH SHEET PUBLIC UTILITIES DEPARTMENT PERMIT # PUBLIC UTILITIES DEPARTMENT PERMIT # } EXISTING SHRUB INV 362.66 (OUT) ( IN FEET) AUTHORIZATION TO CONSTRUCT EXISTING WOODS LINE INV 361.82 (IN) 4" INV 361.81 (IN) 8" - EXISTING WATER LINE 1 inch = 60 ft. AUTHORIZATION TO CONSTRUCT DATE GATE ~ EXISTING SEWER LINE INV 361.70 (OUT) 8" - EXISTING STORM SEWER, TINE EXISTING GAS LINE C 4 - EXISTING OVERHEAD ELECTRIC L4NDPROJECTS\SLH\07136\dwoA07136SPI IT~'.i5dwa 2/1'/2009 8:07''.Ii'4 4'Idl f::`"I' SITE/UTILITY NOTES: ALL WATER AND SEWER ON PROPERTY IS PUBLIC. skinner lamm & highsmith ALL WATER MAINS SHALL HAVE 48" MINIMUM COVER BELOW PROPOSED FINI: THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE ALL MANHOLES 12'-20' IN DEPTH SHALL BE 5' IN DIAMETER. OTHERWISE NOTED. 'ROPOSED FINISHED GRADE UNLESS P U B L C , I CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF PRNATE THE ARCHITECT OR ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION. ALL MATERIALS AND WORK SHALL COMPLY WITH THE CITY OF RALEIGH STANDARDS AND THE CONTRACTOR SHALL PROVIDE THRUST BLOCKING AT BENDS AND TEES F DS AND TEES PER THE CITY OF ALL WORK TO BE IN ACCORDANCE WITH THE CITY OF RALEIGH sTANDARDS AND sPEaFICArIONS AND NcooT IF APPLICABLE. WATER DISTRIBUTION/EXTENSION SYSTEM WATER DISTRIBUTION EXTENSION SYSTEM k~- NOT ALL UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATION SPECIFICATIONS. RALEIGH STANDARDS AND SPECIFICATIONS. ~,i; OF ALL EXISTING UNDERGROUND UTILITIES. CALL ONE CALL CENTER AT 1-800-632-4949 FOR CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND APP LOCATION OF EXISTING UTILITIES 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL INSTALL ALL REQUIRED FITTING AND VALVES AS REQUIRED TO MEET THE CITY CONSTRUCTION. THE CRY OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC WATER THE CRY OF RALEIGH CONSENTS TO THE CONNECTION ~ f ='e~ :RMITS AND APPROVAL PRIOR TO UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY. AND EXTENSION OF THE OF RALEIGH STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE SYSTEM AND EXTENSION OF THE PRNATE WATER DISTRIBUTION SYSTEM AS CffY'S PUBLIC WATER SYSTEM AS SHOWN ON THE PLAN. THE MATERIAL AND n LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS METHODS USED FOR CONSTRUCTION METHODS USED FOR THE PROJECT SHALL CONFORM TO THE .a`~` VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION. COORDINATE NO ACTUAL SITE SURVEY HAS BEEN PERFORMED BY BARTLETT ENGINEERING WITH ARCHITECT AND ENGINEER FOR CHANGES TO ANY UTILITY PRIOR TO CONSTRUCTION. IF ANY THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWERS AND WATER MAINS A5 FOLLOWS: BOUNDARY & TOPOGRAPHIC INFORMATION WA5 PROVIDED BY ARCADIS - G&I THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFlCATIONS OF •,;;~rs -:,a SHOWN ON PLANS OR NOT. THE CRY'S PUBLIC UT1LmES HANDBOOK. STANDARDS AND SPECIFlCAiIONS OF THE CffY'S PUBLIC UT1LmES HANDBOOK, - - - T ENGINEERING SURVEYING AT THIS TIME. CHANGES ARE REQUIRED, PLANS SHALL BE APPROVED BY THE CITY OF RALEIGH ENGINEERING INC. DATED OCTOBER 2, 2008. ARCADIS - G&M OF NORTH CAROLINA, CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND ---j DEPARTMENT. REPLACEMENT OF THESE FACILITIES IF DAMAGED. cm' OF RALEIGH CffY OF RALEIGH ARCHITECT S PUBLIC UTILITIES DEPARTMENT PERMIT # PUBLIC UTILITIES DEPARTMENT PERMIT # LATERAL SEPARATION OF SEWERS AND WATER MAINS LOCATION AND ELEVATION OF EXISTING UTILITIES SHOWN ON PLAN ARE APPROXIMATE. CONSTRUCTION SAFELY: elharehlteet•sarlhllnk.nel WATER MAINS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING OR PROPOSED SEWERS, THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFELY. A AUTHORIZATION TO CONSTRUCT AUTHORIZATION TO CONSTRUCT 702 ¦eetbroad elreel JOB SAFELY. ALL PROVISIONS FOR SAFETY CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL poet olllos boz 669 THE GREASE INTERCEPTOR SIZING IS TO BE CONDUCTED, AND DETAILS ARE TO BE INCLUDED WITH UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10' LATERAL SEPARATION, IN WHICH CASE: SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL EXCAVATION ANC - REQUIREMENTS CONDITIONS OF ALL ENCROACHMENTS & .ileen,nc z7e9a - 6669 _XCAVATION AND CONSTRICTION SHALL PROCEED / DATE DATE telsphone2b22914127 laz 262 2911070 BUILDING CONSTRUCTION PLUMBING PLANS, A PLUMBING PERMIT WILL BE REQUIRED FOR ACCORDING TO THE LATEST OSHA REGULATIONS. INSTALLATION OF THE GREASE INTERCEPTOR AND ANY ASSOCIATED PLUMBING SEWER LATERAL IF 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. INSTALLED DURING THE SITE DEVELOPMENT PHASE OF CONSTRUCTION. THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER. .r .r °n°ro THE ELEVATOR SUMP SHALL NOT BE PERMITTED TO DRAIN TO THE SANITARY SEWER SYSTEM. A CROSSING A WATER MAIN OVER A SEWER ar?~rroiucoNrRACroAS PUBLIC v HOLDING TANK WITH SUFFICIENT VOLUME TO CONTAIN 100 OF THE ELEVATOR'S HYDRAULIC FLUID PRIVATE 1y M M CAPACITY WILL BE REQUIRED. THE HOLDING TANK SHALL INCORPORATE AN AUDIBLE/VISUAL ALARM WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, W N N SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR SE ER COLLECTION EXTENSION SYSTEM SEWER COLLECTION EXTENSION SYSTEM ~ N N SET TO ANNOUNCE LIQUID ACCUMULATION . SEE BUILDING PLUMBING PLANS FOR ELEVATOR SUMP BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS 18" ABOVE THE TOP OF HOLDING TANK DETAILS. A PLUMBING PERMIT WILL BE REQUIRED FOR INSTALLATION OF THE THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT 18" VERTICAL SEPARATION, IN CONTRACTOO THE PUBLIC WORKS DEPARTMENT AT (918) 83}-8810. AND THE ~ ELEVATOR HOLDING TANK AND ANY ASSOCIATED SUMP PUMP PLUMBING IF INSTALLED DURING THE WHICH CASE BOTH WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND PUBLIC U7ILTTIEB DEPARTMENT AT (819) 857-4510 AT LEAST TWENTY THE CITY OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC SEWER THE CffY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE Z w " SITE DEVELOPMENT PHASE OF CONSTRUCTION. WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH FOUA HOUR8 PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. SYSTEM AND EXTENSION OF THE PRNATE SEWER COLLECTION SYSTEM AS CITY~S PUBLIC SEWER SYSTEM AS SHOWN ON THE PLAN. THE MATERIAL AND w SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS METHODS USED FOR CONSTRUCTION METHODS USED FOR THE PROJECT SHALL CONFORM TO THE - ~ o CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES SIDE OF THE POINT OF CROSSING. THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFlCAT10N5 OF FA~UAE TO NOTIFY BOTH CRY DEPAR7IUENTB IN ADVANCE OF BEGINNING STANDARDS AND SPECIFlCATIONS OF THE CITY'S PUBLIC U11LfTIES HANDBOOK. m ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS CROSSING A WATER MAIN UNDER A SEWER CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARYFNEB AND THE CITY'S PUBLIC UTILITIES HANDBOOK. ~ m REQUIRED REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED ~ m REQUIRED TO MATCH FINISHED GRADES. AS A RESULT OF THIS NOTIFICATION FAILURE. CITY OF RALEIGH CITY OF RALEIGH ~ o BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER PUBLIC UTILITIES DEPARTMENT PERMIT # PUBLIC UTILITIES DEPARTMENT PERMIT # FAILURE TO CALL FOR N&'ECTiOf~ f18TALL A D014N8i1~i1M;'LI10, HAVE o BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE MAIN AND THE SEWER SHALL BE CONSTRUCTED OF A FERROUS MATERIALS AND WITH THE JOINTS PROJECT. LACK OF THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF PERMITTED PLANS oN THE JDB3RE, OR ANY OTHER VIOLATION OF CRY OF AUTHORIZATION TO CONSTRUCT AUTHORIZATION TO CONSTRUCT p~ OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION. CROSSING, A SECTION OF WATER MAIN SHALL BE CENTERED AT THE POINT OF CROSSING. AALEKiH BTANDARDB, WILL RESULT IN A FN~IE AND P0886LE EXCLU910N FROM DATE J FUTURE WORK IN THE CRY OF RALEIGH. DATE (n~ ALL SITE PLUMBING IS TO MEET THE NC STATE BUILDING CODE, VOLUME II, PLUMBING AND THE CITY OF v ~ N W RALEIGH STANDARDS AND SPECIFICATIONS. Z Or Z I LL ~ ~ / ~ a v 1 1 1 1 '.~~i~~~lfir: _ W N EW 1 1 1 .;~N N FH ~ / y / / 1 ~ ~ ASSEMBLY = - ~ Z = M CND M1RJ ~ 1 \ C /COf / / : ~ DISSIPATOR PAD ' l ~ 1 1 1 1 ~ c\ - V Q ~ M / /::I~ / / ~ (DEPRESSED TYPE) - ~ 1 / / ~ ~ -"1 -.j .j',~ L :j~ ~ li .j. •f :~j / 1 r r I~ ' ~ j ':',,1 ~ ~ . 1, '.r ~~,:-.j.,:r l•.~' W ~ Y •a P 7. eli ~ 3 -;1~~ 1 1 1 1 g$ / ~ ~ ~ l / / ~ ~ ~ 1 1 1 1 w t - ~ 1 1 N ~ - TL ~ ~ EX MH m ~ ~ RIM 374.15 ~ ~ ~ ~ v T " FES 5 / INV 365.64 IN 8 ~ ~ / I # - ~ O j 2{~ IRRIGATION ~},P 1 1 1 NEW 6" SERVICE V 1 1 1 1 ~ VALVE ~ - INV 361.82 (IN) 4 / / ~ ~ ~ / / / / ~ ~ 1 / / R INV 361.81 IN 8" / ( / ~ ~ INV 361.70 (OUT) 8" 1 ,t \ I - I I ~ I I ~ I ~ I ~ / ~ 1 ti ~ o' I - .';'I 2" DOMESTIC ~ RPZ AND BOOSTER ~ y , ~.`,~y 4 ,~i.PUMP IN HEATED ~ ,,;,r, w~~ - I 5N SERVICE W/ .HOTBOX 2 ' G~ I ~ / II I / 1 ~ 9= I ~ RPZ IN HEATED` FF SANITARY MH ~ ~ I I ~ .I ~ II ~ RIM 375.87 _ _ < ~ f I I ~ ~ ~ ~ I - HOTBOX - ~~N ~~,-l / 1 ~ v I ` \ &S ~ EXISTING I ~ ~ ~ ~ \ INV 369.07 (OUT) ~ ~ ~ II 1 1 ~ I FES# - ~ ` - \ - 12" WATER I I I ~ ~ ~ ' PROPOSED NEW 4" NEW 6" 10' X 6D' PRE ENGINEERING ~ 12"X12"XS" DOMESTIC FlRE UNE - 1 1 / / - - ~ uhtehi - ? ~ \ I I I \ CONTINENTAL P NY PEDESTRIAN ~ ~ , / 1 1 _ ' ~ .f 9 v RUSS SEE 8 DGE PLANS I I ~ TEE WATER ,1 ( ) 1y ~ ~ I. - I~~r ~ 9 I I I ~ , . E ~ ,.a \ / , ~ ~ j NEW I NEw FH _ x. 1,17\ - EAL~''~ - NEW 6"~SEMBLY 1 1 1 ` I ~ \ = J 1 1 1 ~ \ ~ 20106 ~ I ~ l~ - ~ 5+ v v MH Q Q AL E 111 ~ ~ NEw ~2^ ~ # . ~ 4+0 0 VALVE ~ - ~ ~ 1 / \ \ ~ ~ ~ OO WATER / I:~ MH#5 M M MH#1 I / / MH 3 - k 1 I ~ a ~ \ o~ NCI NEB c .T H#2A' , ~r 6 6 W H 7 z ~ 1, ~hq pp PVC , \ , ~ . I : I 1 / ~ .o - 1, l~ bC 1 W r ~ I . "I 6-00 17-4.0 ~ t" NEW FH - ASSEMBLY ~ r. ~ r" - G, p p ~ x ~ ~BLI~ M 28 MH#2D ~ r.~ , ~~i i~i ~ 2+O MH~2C / ~ - 6 PVC r 0 . NEW 6" o - Q S ~~I ii r ~ / ~ m - - ~I _ NEW FH "~r i. VALVE 'i - ' I i- - ' - s'• f~ J. PROPOSED' I - DUCTILE SEW AIN I ~ I - ~ ASSEMBLY - v I - / - f ' ' li j 'r ~ ~ _ - ~ / , ~ t r ` ' ~ 12"X12"XS"-' I , ,r• ~ . I _ O -.f• \ \ ter- TEE J < CROSSING (S E DETAIL) _ . I . . ~ i I { , 9+ - - - - PVC 1 _ ~ ~ O BRIDGE ABUTM NTS ~I`:~ I ~ I I I I I I - . - (SEE BRIDGE LANS) I~ iI - :MH#15 I I I I I FES "C3" I~ I I ~ I I I I - LEGEND I I I. _ ~ e y / i ~k I I - o EXISTING IRON PIPE I ~ I I - " , - , ~ ~T~ _ _ \ \ ~ ~ u ~ C/ - I I = ~ IXISTING CONCRETE MONUMENT 01: ` I I _ - . ~4 IXISTING WATER VALVE 1 I I I I - ~ I I NEW FH - . 1 I ~ - - t~ I : ~ \ A ~ „ ~ ~~I ~ i~~ ~ IXISTING FlRE HYDRANT ~ 1 I I I C ASSEMBLY \ o IXISTING WATER METER I I I I < ~ \ ; .'f . • . " . \ ~ f r .L ~I~"~ A V ~ I ~ I I I \ \ ~ i. EXISTING MANHOLE ~ I I I _ I: I ~ "I I \ # IXISI1NG LJGHT POLE 1 ` I n'YI~'"1 ~ v A \ v ~ A~ v IXISTING POWER POLE ~ i ~ 1 ~ i I _ 1 A ~ ~ A \ V ~V ~ ~ A ~ . A r ~ - v y I ~ \ I EXISTING TREE SEE SHEET C-4.2 EXISTING SHRUB GRAPHIC SCALE z 0 EXISTING WOODS LINE IXISTING WATER LINE 0 ao o zo ao eo 1so ~ -1- IXISTING SEWER LINE m IXISTING STORM SEWER LINE IXISTING GAS LINE ~ ~ ~ 0 - IXISTING OVERHEAD ELECTRIC ( 1N FEET) N 1 inch = 40 ft. ~ M 2 U rY Q SPIDER SUPPORT AND SPACER STEEL ENCASEMENT PIPE 388 ~ ~ 388 I I 386 386 384 - II MH 10 - # - 384 I / ~ I MH#8 STA 21+17.23 ~ I STA 18+48.42 RIM 381.94 CARRIER PIPE - - - ~Y + I RIM 377.48 INV OUT 371.77 382 - EXISTS .G_G1~0_U.N~ ~ _INV IN 368.34 382 I INV OUT 368.14 \ I 380 I I \ i - 380 MH~2c STA 12+66.02 I i - - - ~ I ,2" RCP END ELEVATION 378 RIM 370.17 - - - 378 _INV IN 364.43 (NW) ~ _ I I 15" RCP I _ _ INV IN 364.83 (E) PROPOSED GROUND I I 30" RCP 24" RCP - - ' - I - 376 -INV OUT 364.23 (S) - I 376 MH#~ MH 26 ~ MH#2D - - i - U - - - SPIDER SUPPORT - S A 5.D # _ i _ STA 12+9D.88 _ _ 374 T 11+2 D STA 11+50.22 RIM 370.40 I 5" RCP n ~ _ ~ _ - - - - / 374 NO SCALE RIM 370.00 RIM 366.28 INV IN 364.65 ~ _ - -INV IN 363.52 - I-INV IN 363.65 - - ~ - - I 24" RCP ~ - - - - - - - w W N INV OUT 363.52 INV OUT 364.55 ~ 4" PVC 6" PVC I ~ J 37 I INV OUT 363.65 _ - _ - _I - _ - _ 8" PVC - - - - - - ~ I 7.4.2_IF - 372 L~i. ~ I j ®1.oDq Q - - I- - - - EXISTING GROUND I I O Z - - - , - -Ps/C~DR 35 ~ t--1 I _ ---f-- - - ~ 37 - ~ ~ I I~ ~ / I ( ~ 1, d J - 370 STEEL CASING PIPE TO BE 0.500 THICKNESS, ASTM 139 GRADE ~ ~ ? cni inor ni iT IAIITI_I onlri rn rn,nc _ oo~ -1 MH#1 - I _ _ _ 15' IRCPJ - - _--L- _ I o, 3(aV/1RC vV min oCVCUCV uvua C STA 10+00.00 RIM 374.10 1 _ LF ~-184.6-LF ®-0:50%-16=PVC 5 R 35 61.1 I Q _ _ - D I Z INV - - ' - I 36 - IN 362.90 r Z4- 8 CASING PIPE SHALL RUN THROUGH BRIDGE ABUTMENTS AND BE _ VC .50%SDR 35 368 16 P ! ® 0.50% PVC SDR 35 _ . .1 LF EMBEDDED IN CREEK BANK A MINIMUM OF 10' ON EACH SIDE. W :!5 11, _ I 15 i J ~ O 9 LF ® 0.50% 6" PVC SDR 35 - - - - - - - - I 441. 3 6 LF- _ I W Z 366 8 CARRIER PIPE INSIDE OF CASING TO BE MECHANICAL JOINT j 6.9 AF 35.4 k:~2 24.9 ~ Z MH#7 MH#9 F---j --r W 6 DI i STA 17+87.33 STA 20+43.03 INSTALLED WITH "SPIDERS". - J MH#6 RIM 375.64 RIM 379.63 0~ DI 6 DIP MH#6 MH#4A - - 36 STA 16+29. 0.50% STA 13+63.11 MH#5 RIM 377.73 - STA 16+29.23 INV IN 367.84 INV IN 371.03 364 DUCTILE IRON PIPE AND FITTINGS TO BE GRIFFIN H2 SEWER (f) W RIM 377.73 INV OUT 367.64 INV OUT 369.31 SAFE PIPE WITH SEWPERCOAT LINING OR EQUAL. w W - - - RIM 372.50 - STA 14+87.37 INV IN 366, INV IN 366.84 W Q J 96 LF MINIMUM INV IN 365.22 RIM 373.78 INV OUT 3E 362 - - INV IN 367.11 INV IN 365.94 (N) INV OUT 366.65 ~ J ~ o ~ 362 INSTALLATION OF PIPE INCLUDING REPAIR OF FIELD CUT ENDS TO p a 16 STEEL C,SING INV OUT 365.11 INV IN 368.13 (E) _i-_- COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. z MH#3 INV OUT 365.84 (S) I ! ' Q p ~ 360 7-~ - STA 13+27.74 \ \ RIM 371.00 ! ¢O 360 CONTRACTOR TO VERIFY TOTAL LENGTH REQUIRED PRIOR TO LU O O - INV IN 364.94 1 W C~e _ ORDERING MATERIALS. U-) U 358 INV OUT 364.84 \ ~ - W J un • FUSE ON M.J. ADAPTER DR-8 / PROPOSED 14" 358 ~ U I i i } r--r MIN. THICKNESS. HDPE (SDR9) MIN. Q Z m 356 - . M.J. DIP REDUCER - - _---3-6" BELOW-EXISTIN- - - - O 356 1 - • 12" GATE VALVE AT EACH END ly-o-EXI-nNI-G-1 WAT R WAY 1-30' i z C7 I WATER LINE MIN. BEND RADIUS I ¢ z 354 354 W O N cD r~ O r(o (D ~N 00~ N0)) co ON 0 000 co e 0.. c!) U r 0) rn .N a L0 0 ~ .o - rn o Cy) ors `r 0) t ~?rn O m W N O Ln O M~ d (DN m4 N4 r, r r6 00N N(6 ff)r r r r co O c0 (D (D Qo r r r co 00 r~r Or 00~ (0~ (0~ d- C,4 N~ nc d r Ln O Y 00 00 r r ff-) K) n ~ nr Kln r` r` r r r` 00 00 0 ~M 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +0a)+17.23 COMM. NO. DATE NOV. 2008 DRAWN PPH FILE NO. SHEET SCALE (HORZ) 1 " = 40' (VERT) 1 " = 4' C=4.1 SITE/UTILITY NOTES: ALL WATER AND SEWER ON PROPERTY IS PUBLIC. skinner Lamm & highsmith ALL WATER MAINS SHALL HAVE 48" MINIMUM COVER BELOW PROPOSED FINIS THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE ALL MANHOLES 12'-20' IN DEPTH SHALL BE 5' IN DIAMETER. OTHERWISE NOTED. 'ROPOSED FINISHED GRADE UNLESS - - E - CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF PUBLIC PRNATE f: THE ARCHITECT OR ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION. ALL MATERIALS AND WORK SHALL COMPLY WITH THE CITY OF RALEIGH STANDARDS AND THE CONTRACTOR SHALL PROVIDE THRUST BLOCKING AT BENDS AND TEES P )S AND TEES PER THE CITY OF ` ALL WORK TO BE IN ACCORDANCE WITH THE CITY OF RALEIGH ` NOT ALL UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATION SPECIFICATIONS. RALEEGH STANDARDS AND SPECIFICATIONS. WATER DISTRIBUTION EXTENSION SYSTEM r STANDARDS AND SPECIFICATIONS AND NCDOT IF APPLICABLE. WATER DISTRIBUTION EXTENSION SYSTEM F~'rx, _ - OF ALL EXISTING UNDERGROUND UTILITIES. CALL ONE CALL CENTER AT 1-800-632-4949 FOR CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPI LOCATION OF EXISTING UTILITIES 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL INSTALL ALL REQUIRED FITTING AND VALVES AS REQUIRED TO MEET THE CITY CONSTRUCTION. RMITS AND APPROVAL PRIOR TO ':I OF RALEIGH STANDARDS AND SPECIFICATIONS. UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY. THE crrr of RALEIGH coNSENrs To THE coNNECnoN To ITS PUBLIC WATER THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE SYSTEM AND EXTENSION OF THE PRNATE WATER DISTRIBUTION SYSTEM AS CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THE PLAN. THE MATERIAL AND VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION. COORDINATE NO ACTUAL SITE SURVEY HAS BEEN PERFORMED BY BARTLEIT ENGINEERING WITH ARCHITECT AND ENGINEER FOR CHANGES TO ANY UTILITY PRIOR TO CONSTRUCTION. IF ANY THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWERS AND WATER MAINS AS FOLLOWS: BOUNDARY & TOPOGRAPHIC INFORMATION WA5 PROVIDED BY ARCADIS - G&~ LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS METHODS USED FOR CONSTRUCTION METHODS USED FOR THE PROJECT SHALL CONFORM TO THE ~''-i,rr~s^ " ENGINEERING SURVEYING AT THIS TIME. THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFlCATIONS OF CHANGES ARE REQUIRED, PLANS SHALL BE APPROVED BY THE CITY OF RALEIGH ENGINEERING INC. DATED OCTOBER 2, 2008. SHOWN ON PLANS OR NOT. THE CITY'S PUBLIC UTILITIES HANDBOOK. STANDARDS AND SPECIFlCATIONS OF THE CffY'S PUBLIC UTILITIES HANDBOOK. 4RCADIS - G&M OF NORTH CAROLINA, _ DEPARTMENT. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND ARCHITECT S LATERAL SEPARATION OF SEWERS AND WATER MAINS LOCATION AND ELEVATION OF EXISTING UTILITIES SHOWN ON PLAN ARE APPROXIMATE. - CONSTRUCTION SAFELY: REPLACEMENT OF THESE FACILITIES IF DAMAGED. Cm' of RALEIGH CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT ~ PUBLIC UTILRIES DEPARTMENT PERMTT # elAarcAlNot•eerlhllnk,eel 702 weelbroed etresl WATER MAINS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING OR PROPOSED SEWERS, THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFELY. AI AUTHORIZATION TO CONSTRUCT pool oftlee box aa9 OB SAFETY. ALL PROVISIONS FOR SAFETY CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL AUTHORIZATION TO CONSTRUCT telephone 2b2 291 4127 THE GREASE INTERCEPTOR SIZING IS TO BE CONDUCTED, AND DETAILS ARE TO BE INCLUDED WITH UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10' LATERAL SEPARATION, IN WHICH CASE: SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL EXCAVATION AND :XCAVATION AND CONSTRICTION SHALL PROCEED REQUIREMENTS/CONDITIONS OF ALL ENCROACHMENTS & DATE DA.~ t., tax x9t to7o BUILDING CONSTRUCTION PLUMBING PLANS. A PLUMBING PERMIT WILL BE REQUIRED FOR ACCORDING TO THE LATEST OSHA REGULATIONS. INSTALLATION OF THE GREASE INTERCEPTOR AND ANY ASSOCIATED PLUMBING SEWER LATERAL IF 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. INSTALLED DURING THE SITE DEVELOPMENT PHASE OF CONSTRUCTION. THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER. vo- 00 THE ELEVATOR SUMP SHALL NOT BE PERMITTED TO DRAIN TO THE SANITARY SEWER SYSTEM. A CROSSING A WATER MAIN OVER A SEWER nro 00 HOLDING TANK WITH SUFFICIENT VOLUME TO CONTAIN 100 OF THE ELEVATOR'S HYDRAULIC FLUID AT7ENTIOIV CONIAACTOAS U m PUBLIC a M CAPACITY WILL BE REQUIRED. THE HOLDING TANK SHALL INCORPORATE AN AUDIBLE/VISUAL ALARM WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL PRIVATE NN THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, N w SET TO ANNOUNCE LIQUID ACCUMULATION . SEE BUILDING PLUMBING PLANS FOR ELEVATOR SUMP BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS 18" ABOVE THE TOP OF HOLDING TANK DETAILS. A PLUMBING PERMIT WILL BE REQUIRED FOR INSTALLATION OF THE THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT 18" VERTICAL SEPARATION, IN SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR SEWER COLLECTION EXTENSION SYSTEM SEWER COLLECTION EXTENSION SYSTEM ~v ELEVATOR HOLDING TANK AND ANY ASSOCIATED SUMP PUMP PLUMBING IF INSTALLED DURING THE WHICH CASE BOTH WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND CONTRACTOO THE PUBLIC WOAK3 DEPARTMENT AT 1918) 831-BSw. AND THE Z w SITE DEVELOPMENT PHASE OF CONSTRUCTION. WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A D15TANCE OF 10' ON EACH PUBLIC UTIlITlE3 DEPARTMENT AT (919) 857-4510 AT LEAST TWENTY THE CffY OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC SEWER THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE - w FDUA HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. SYSTEM AND EXTENSION OF THE PRNATE SEWER COLLECTION SYSTEM AS CIIY'S PUBLIC SEWER SYSTEM AS SHOWN DN THE PLAN. THE MATERIAL AND ~ o CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES SIDE OF THE POINT OF CROSSING. SHDWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS METHODS USED FOR CONSTRUCTION METHODS USED FOR THE PROJECT SHALL CONFORM TO THE THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFlCATIONS OF ~ ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS CROSSING A WATER MAIN UNDER A SEWER FAILURE TO NOTIFY BOTH CIIYDEPAR7MENT8 IN ADVANCE OF BEGINNING THE CfiY'S PUBLIC UTILITIES HANDBOOK. STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FNES, AND m REQUIRED TO MATCH FINISHED GRADES. REQUIRED REINSTAUATION OF ANY WATER OR SEWER FACILmES NOT INSPECTED ~ Y AS A RESULT OF THIS NOTIFlCATION FAILURE. CI1Y OF RALEIGH CITY OF RALEIGH BEFORE ANY MACHINE WORK IS DONE CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER PUBLIC UT1LmES DEPARTMENT PERMfT # PUBLIC U11LmES DEPARTMENT PERMIT # o BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE MAIN AND THE SEWER SHALL BE CONSTRUCTED OF A FERROUS MATERIALS AND WITH THE JOINTS PROJECT. LACK OF THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF EQUVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF FAp.URE TO CALL FOR IJ3PECT10hl NBTALL A DONNBTFEiUI PLUG, HAVE ~ c OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION. CROSSING. A SECTION OF WATER MAIN SHALL BE CENTERED AT THE POINT OF CROSSING. PERMRTED PLANE ON THE JOB3ITE, OR ANY OTHER VJOLATiON OF CITY OF AUTHORIZATION TO CONSTRUCT AUTHORIZATION TO CONSTRUCT RALEIGH STANDARDS, WILL RESULT IN A FIVE AND P0886LE EXCLUSION FROM DATE w • ALL SITE PLUMBING IS TO MEET THE NC STATE BUILDING CODE, VOLUME II, PLUMBING AND THE CITY OF FUTURE WORK IN THE CfTYOFRALEK)H. DATE C7 ~ fO Z ~N RALEIGH STANDARDS AND SPECIFICATIONS. Z LL M W ~rn W~ W ~n FN Z V=) U N Z V zZ / i . ~ ~•u, ' / / / ~ / / / / j i / ~ ' ~ , ~ i / ~ ~ ~ ~ / ; .PCB 37' - / / , ~ / / / ; ~ ~ i / Z in O W °N I ~ ~I'. ~ ~ / % / / / / / ~ / / / ~ / ' ~ ~ MHOS / / ~ ~ II 3 / / / / / / ~ / ~ / j / / ~ i / i / / ~ ~ i / j % / / ~ % TL R F / / / / ~ i ~ / ~ / % i NEW FH / / ~ / / i ; / / ; / P ~ ~ % / / i / / / / ~ / i / / / CB 2 ASSEMBLY'. ~ / ~ / ~ / ~ ~ / % ~ # i / / / ; / % i / / / / / ~ % ~ / i ~ ~ i / - / ~ ~ ~ ~ / / / ~ . / ~ / / i ~ / ~ `~-n. ~ ~ / / / ~ NEW 6 / i / / i ~ / ~ i FIRE LINE % / / i / ~ ~ ro NEW FH / / / / % ~ ~ / i / ~ :f ASSEMBLY', / / % / ~ / i / m U ~ / % / I~~ ~I~' ~ ~ / / ' / ~ ;1~'~:c"~r~ / I, ~r 1 I ~<<~~I L .I .I ~ / ~ / ~ - FRS ~ = NEW 4" - ' ~ ~ ~ ~ ~ ~ I 4 , ,.i , ~ .l ~ ~ I PCB 30 ~ DOMESTIC ~ ~ / / / ~ j' ~ NC URNS NEW FH NEW 8" ~ WATER .I ~ 1 ` ' J: -;,,t--. WATER . , ~ r. ' ~ ~ U ASSEMBLY PCB 28 - _ ~ ~ ~ ~I 4 '1' ..I .I ,1 1 I . i ~~I I ~.I ~.I .t f / a # 13 CB = - PCB#38 ~ trail n~J,~ _ I ~ P( ~ ~ ~ ~ is ~ N' K1 - ~i ~I 1 ~ V NEW FH ~ ti 9' ~ 4Y - N ~ PCB~29 - NEW FH PROPOSED ~ ~ YV ~ N~ 6" J1 - FASSEMBLY ASSEMBLY PCB#28 ~q ~ i o- • 13 CB f, 12"X12"XB" / F; VALVE ` CB ~ . ~ NEW 6" / / TEE ' VALVE / / o / f kF~ . , / _ _ ~ MH 4B / ~~-z ~ / H 4 # ~ r. >uG~O~ -~I'-'~-'-, ~ yV ~ NEW 6" a 2~~~6 ' . MH 15,1 ~ ~ J1 - / , ~ ~ / ~ ~ I 1; a ~ / ' ~ , p., / VALVE CB F ~ ~ \ 0 > 0 ~ r - NINE-`~ C;., a 0 ;PCB 37 / ? . BF l - DI 19B~ PC ~ ~ _ FES#4, MH#5 ~ ~i^.~'. I 'h T S. BPS PDI#19~' . , J"r H#410 MH#46 ~~~~nmuntat i . - DISSIPATOR PAD I ~ ~ - PC ~ FE5#4 ~BL~C' - (DEPRESSED TYPE) PROPOSED - e• we - _ ~ s' we Q::!?::''~• WALL MH#13 ~ L , L ' T-1. Q S NEW FH _ -l ASSEMBLY'. DISSIPATOR PAD ~:;;~:~:;`f ~ < - e' we - = :c•:~'::• • / - - _ ~ ~ (DEPRESSED TYPE) - / J NEW 6" - s' / _ FlRE LINE - ANEW 6" - - ~ / MH#12 O FlRE LINE - _ DI 22A / - -i , ~ ~ ~ ~ - - _ U cn ~ ' ~ rn ~ ~ ~ ~•~..,:~::::°•'.'~d~Q:':::::~::•:~::~::•~:•:::::•$•: '.Ifs:::,::•::•::•:::•::•:::•::•:::•::.:...:: b y ~ ~ MH 11 / / ~ U / / ~ M 2C - ~ _ SEE SHEET C-4.1 z w U O GRAPHIC SCALE C7 Z 40 0 20 40 80 160 m O ( IN FEET ) O N 1 inch = 40 ft. ,-t M U a 384 I 384 I 380 I , I 380 I 384 , 384 382 382 MH 2C ~ - I STA 12+66.02 I r ~ 378 378 RIM 370.17 I I I 382 I - 382 380 - ---EX STaNG ~ 380 _ _INV IN 364.43 NW MH#11 O ~ ( _ INV IN 364.83 E STA 11+01.26 ~ I I EXISTING I I G OUND ~ ~ RIM 369.33 I 376 --INV OUT 364.23 (S) -INV IN 365.33 ' i - - 376 GROUND ' ~ _I I I 380 380 378 , - ~ - i - 378 j INV OUT 365.33 ! EXISTING GROUND I i- L 374 I- - - - - ~ ~ 374 I 378 378 376 - - 376 i ~ ~ ------I------~- - Z - - I _ - 1.5" RCP ~ I ~ 372 ~ I / ~ - 372 U PROPOSED i I _ PROPOSED GROUND ! i - I I _ -I _ 376 ~~O~p - 376 374 374 (n t\ - I ~I i I _ ~ I ! W N 370 -----_-r----- - ~ - 370 MH 15 I 374 - 374 # 37 STA 10+67.20 372 I I i ~ ~ ' - i - - - --I- - - ~ - o PVC- MHOS - RIM 375.15 _ I i LF C~ 1.00% i ~ 15 t _ INV OUT 368.81 i I Z A 10+00.00 - I - ~ .J 36 --EXISTING GROUND _ ~ _ ~ 284.6 ~ - 368 STA 10+00.00 ~ ; ! ' I RIM 373.78 d 373.78 37 --15" RCP 72 37 ~ ~ --I - - 370 O J iti» iti OFF ad /nil ~ irv ~Fa ad /hn ~ oat ~ tY INV IN 368.13 (E) I IN 368.13 (E) - ' ! , ~ ~ 36 - - -O~o o s=PVC-~ _.__.__.i._ - - - - - - - 366 UJI I OUT 365.84 (S) 3 -I 370 36 MH 4e - 368 yp',, 125.0 LF ® 1 INV OUT 365.84 /1 ----1------.I - - - r / # -_-67,2 LF I STA 12+61.67 _ PROPOSED _ Lu ~ I- I ~ I / j MH 13 ®1•0° 5 I GROUND RIM 378.51 Q SDR 3, _ - I__ -I--_- INV OUT 371.96 J O 36 I ~ - ~ i STA 15+10.88 364 RIM 374.78 36 368 36 - - - - 366 a z MH#4A J „ - MH#12 - INV OUT 369.65 - - STA 13+63.11 H W 18 RCP 362---- STA 12+26.29 - 362 RIM 372.50 Z Q J 36 - 366 364 INV IN 365.22 (N) 364 ~ RIM 370.16 - INV IN 366.80 r^ Z > INV IN 367.11 E v J 2: I INV OUT 365.96 ~ I g W W INV OUT 365.11 (SE) W 360 360 364 364 362 a J 362 1 t O f~r N O c0N r.ro DOco (b co Lu a 0000 0) O 0~ OO L0 0 CAN 00~ Or 0.- 2 c1 U-) O) I, 6 r O rn O M i,~ Ml r~ r~ . r, In d 00 Cn N N r~ J C J (D CC) 4 ~ c~N r 4 op ~ acol (D LD (D (o (D (D (o (D (D (D rr r`r r r r Q O rr r-r-- r ~r (o (or- (D r- Q~ O O (D r~ r~ r7 re u-J 2 3 U W J (n 10+00 11+00 12+00 13+00 14+00 15+00 10+00 10+67.20 10+00 11+00 ~ U 12+00 } ~ J ~ m Q Z O a LEGEND Z I-" a o EXISTING IRON PIPE A EXISTING CONCRETE MONUMENT cn z EXISTING WATER VALVE CnoJ~ w O b EXISTING FIRE HYDRANT o EXISTING WATER METER CL U v 0 EXISTING MANHOLE U O M W Q- # EXISTING LIGHT POLE ° Y O o Q EXISTING POWER POLE EXISTING TREE 4 EXISTING SHRUB EXISTING WOODS LINE EXISTING WATER LINE COMM. NO. EXISTING SEWER LINE DATE NOV. 2008 - EXISTING STORM SEWER LINE -w- EXISTING GAS LINE DRAWN PPH - EXISTING OVERHEAD ELECTRIC FILE NO. SHEET SCALE (HORZ) 1 " = 40' C=4,2 (VERT) 1 " = 4' :~A ^f flip', I . I d IJ G':'i I t f'I I 9•,ni11 I `I :'.I':"'l n,,., 'I 'i Id'% e9 '!.Y is r.. SITE/UTILITY NOTES: ALL WATER AND SEWER ON PROPERTY IS PUBLIC. ALL WATER MAINS SHALL HAVE 48" MINIMUM COVER BELOW PROPOSED FINISHED GRADE UNLESS THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE ALL MANHOLES 12'-20' IN DEPTH SHALL BE 5' IN DIAMETER. OTHERWISE NOTED. CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION. ALL MATERIALS AND WORK SHALL COMPLY WITH THE CITY OF RALEIGH STANDARDS AND THE CONTRACTOR SHALL PROVIDE THRUST BLOCKING AT BENDS AND TEES PER THE CITY OF NOT ALL UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATION SPECIFICATIONS. RALEIGH STANDARDS AND SPECIFICATIONS. OF ALL EXISTING UNDERGROUND UTILITIES. CALL ONE CALL CENTER AT 1-800-632-4949 FOR CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVAL PRIOR TO LOCATION OF EXISTING UTILITIES 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL INSTALL ALL REQUIRED FITTING AND VALVES AS REQUIRED TO MEET THE CITY CONSTRUCTION. OF RALEIGH STANDARDS AND SPECIFICATIONS. VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION. COORDINATE NO ACTUAL SITE SURVEY HAS BEEN PERFORMED BY BARTLETT ENGINEERING SURVEYING AT THIS TIME. WITH ARCHITECT AND ENGINEER FOR CHANGES TO ANY UTILITY PRIOR TO CONSTRUCTION. IF ANY THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWERS AND WATER MAINS AS FOLLOWS: BOUNDARY & TOPOGRAPHIC INFORMATION WAS PROVIDED BY ARCADIS - G&M OF NORTH CAROLINA, CHANGES ARE REQUIRED, PLANS SHALL BE APPROVED BY THE CITY OF RALEIGH ENGINEERING INC. DATED OCTOBER 2, 2008. DEPARTMENT. LATERAL SEPARATION OF SEWERS AND WATER MAINS CONSTRUCTION SAFETY: LOCATION AND ELEVATION OF EXISTING UTILITIES SHOWN ON PLAN ARE APPROXIMATE. WATER MAINS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING OR PROPOSED SEWERS, THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY THE GREASE INTERCEPTOR SIZING IS TO BE CONDUCTED, AND DETAILS ARE TO BE INCLUDED WITH UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10' LATERAL SEPARATION, IN WHICH CASE: SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL EXCAVATION AND CONSTRICTION SHALL PROCEED BUILDING CONSTRUCTION PLUMBING PLANS. A PLUMBING PERMIT WILL BE REQUIRED FOR ACCORDING TO THE LATEST OSHA REGULATIONS. INSTALLATION OF THE GREASE INTERCEPTOR AND ANY ASSOCIATED PLUMBING SEWER LATERAL IF 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF „ INSTALLED DURING THE SITE DEVELOPMENT PHASE OF CONSTRUCTION. THE WATER MAIN AT LEAST 18 ABOVE THE TOP OF THE SEWER. x ALL WATER ALONG BURLINGTON MILLS ROAD WILL BE 12"0 DIP AWWA C150 MAIN AND 6"4 DIP THE ELEVATOR SUMP SHALL NOT BE PERMITTED TO DRAIN TO THE SANITARY SEWER SYSTEM. ACROSSING A WATER MAIN OVER A SEWER HYDRANT LEGS UNLESS OTHERWISE SPECIFIED. HOLDING TANK WITH SUFFICIENT VOLUME TO CONTAIN 100% OF THE ELEVATOR'S HYDRAULIC FLUID CAPACITY WILL BE REQUIRED. THE HOLDING TANK SHALL INCORPORATE AN AUDIBLE/VISUAL ALARM WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL SET TO ANNOUNCE LIQUID ACCUMULATION . SEE BUILDING PLUMBING PLANS FOR ELEVATOR SUMP BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS 18" ABOVE THE TOP OF HOLDING TANK DETAILS. A PLUMBING PERMIT WILL BE REQUIRED FOR INSTALLATION OF THE THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT 18" VERTICAL SEPARATION, IN ELEVATOR HOLDING TANK AND ANY ASSOCIATED SUMP PUMP PLUMBING IF INSTALLED DURING THE WHICH CASE BOTH WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND SITE DEVELOPMENT PHASE OF CONSTRUCTION. WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES SIDE OF THE POINT OF CROSSING. ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS CROSSING A WATER MAIN UNDER A SEWER REQUIRED TO MATCH FINISHED GRADES. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER BY THE SITE PLAN. CONTROL, POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE MAIN AND THE SEWER SHALL BE CONSTRUCTED OF A FERROUS MATERIALS AND WITH THE JOINTS PROJECT. LACK OF THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION. CROSSING. A SECTION OF WATER MAIN SHALL BE CENTERED AT THE POINT OF CROSSING. ALL SITE PLUMBING IS TO MEET THE NC STATE BUILDING CODE, VOLUME II, PLUMBING AND THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. N/F N/F MARK HOWARD & TERRY ROSE MOSIER MARK HOWARD & TERRY ROSE MOSIER PIN: 175839G 5 84 0 D PIN: 1758393393 DB 11964, P84 DB 8174, PG 724 LOT 2 N/F ZONE: R -I N/F LOT 3 JOHN EDWARD CHAMPION A � PAUL EDWARD MOSIER BOM 1998, PG 1843 PIN: 1758386918 < PIN: 1758392072 ZONE: R -I DB 1506, PG 35LOT 5 D C) 15" RCP DB 11964, PG 843 > Ld ZONE: R -I O 15" RCP (EXISTING) INV 360.98 E >_ > INV 360.20 W LOT 5 12" RCP (EXISTING) Of w INV 381.40E 18" RCP BOM 1998, PG 1843 0 INV 374.91 E p > INV 381.89 W w 15" RCP (EXISTING) O (TO BE RELOCATED) INV 378.52 N BERTIE WALL WIGGINS ZONE: R -I � INV 374.08 W \ w INV 378.76 E 0 K INV 379.52 S > (TO BE RELOCATED) (EXISTING) AND BURLINGTON MILLS ROAD OR 2051) I I 12" TEE DI MJ \ 0 (TO BE RELOCATED) o Z BESSIE WAKE DIXON C Of 60' PUBLIC R/W AS NEW W/ VALVE &BOX l o cn NEW FH NEW 12' NEW 6" NEW FH I 1111 PIN: 1758495036 v I - - ASSEMBLY WATER - - - �� SEMBLY 1 DB 1 1256, PG 2438 _--- - _ ------ ---NEW 6"=----_ - - NEW 6"�- -� _VALVE--�\-�` - ZONE: R -I VALVE t1_ --� I -VALVE - - -� 15+00 - - 1 6+00 17+00 - - ,. - - - - - FH - 18. 0 1 + 20 - - +0_ 21 +.00 22+00 2 +0.0 24+0 - " NEW EMBLY 25+0 I - P 4 . 27 f \ NEW 6" + �-- -_--- ---- ------ _ _ . _ - - - - -' OO � VALVE FES #8 L1- _ 2 T2 - -� \ I - - -- I. Iv�L•.rn.,.--!E. I..rq.a.-•.i. i•. i."i . L-. .CB#45 5+61,1-C(�/E- I15" RCPNV 363.49E INV sss oo - _ 15 RIGHT-OF-WAY DED/CAT/ON REQU/RED N RIGHT TURN LANE - \ INV 363.46 W 15' RIGHT-OF-WAY `-;--F-_- SIGN: 45 MPH \ DEDICATION REQUIRED BUSES/ 97 SEA _ o ` \ \ � - SERVICE - VEHICLE DRIVE PDI EXIT # PDI#5 SIGHT j \ NEW 12" _ - EASEMENT m -,is WATER _ I - I °� REQUIRE O _ I �6SIGN: ROLESVILLE ZONE LIMITS = \ FUTURE 15' \ m Q) J j PDI#4 i - - PDI#9 \ RIGHT-OF-WAY / `--- DEDICATION REQUIRED WHEN PROPERTY IS o DEVELOPED � -- I I �- 1 396 394 392 390 388 386 384 382 380 378 376 374 372 370 368 366 364 362 360 (O BURLINGTON MILLS ROAD (SR 2051) 60' PUBLIC R/W PLAN VIEW GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. I=- ROAD WIDENNI> G O W -1� \ 11 PROPOSED AREA = ±18,403 SQ.FT. O _ S _ - W - PCB ---7 STA -TOP - INV - 46 25+27.42 (18.97 R) OF CURB 383.73 OUT 380.14 15 � ASPHALT OVERLAY I STA. 15+93.63 TO STA. 29+89.38 L EGE]ND N (AREA = ±52,680 SQ.FT.) -SO- STORM DRAIN LINE NOTE: -S- SEWERLNE z -W- WATER LIN CONTRACTOR IS REPONSIBLE FOR PAVEMENT ►� WATER VALVE MARKINGS ON HALIFAX ROAD. -w*# FIRE HYDRANT ASSEMBLY I ! i ! ------- BURLINGTON MILLS ROAD (SR 2051) 60' PUBLIC R/W PLAN VIEW GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 15+00 16+00 17+00 �''`,....� �'�_�� I f,._r�-�,,""l ;F('(S _�L.i-I ,��I.,,•�,r)„•. ,�r),"1.,..: � ,�... /�'�.i �� ll..l,✓.'(.11Q R::r`�3i.; ��,il,q 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 396 394 392 390 388 386 384 382 380 378 376 374 372 370 368 366 364 362 360 30+00 R/W 30.00 6.65 5.35 TO (WIDENI 1" PER FT- R/W 30.00 6.00 VARIES 1" PER �• R/W 30.00 6.00 2.43 TO 1" PERS- - R/W 6.00 12.00 12.00 _ (EXISTING) (EXISTING) r1' SF9.5A OVERLAY R/W -30.00 6.67 TO 0.00 (WIDENING) 6.00 ! PLS J Fr. 2" SF9.5A_,Z 8" ABC STA. 27+20.63 TO STA. 29+89.38 No Scale 12.00 12.00 _ (EXISTING) (EXISTING) /-1" SF9.5A OVERLAY 2" SF9. 8' ABC VARIES (WIDENING) - -j 2.50 I STA. 19+87.17 TO STA. 25+27.41 STA. 26+16.34' TO STA. 27+20.63 No Scale 12.00 12.00 _ (EXISTING) (EXISTING) r1' SF9.5A OVERLAY 2" SF9.5A� 8" ABC STA. 17+00.19 TO STA. 18+41.81 No Scale 30.01) 0.00 TO 2.43 (WIDENING) 12-00 (EXISTING) 1• PFR�- 12.00 - (EXISTING) - 1' SF9.5A OVERLAY 2" SF 9.SAZ 8" ABG STA. 15+93.63 TO STA. 17+00.19 No Scale R/W 15.00 R/W -45.00 17.88 TO 20.60 (WIDENING) J 2.so R/W 45.00 0.00 TO 17.88 (WIDENING) 6.00 ROAD SECTIONS (STA. 15+93.63 -STA. 29+89.38) ALL WORK TO BE IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS AND NCDOT IF APPLICABLE. UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON PLANS OR NOT. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF THESE FACILITIES IF DAMAGED. CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/CONDITIONS OF ALL ENCROACHMENTS & PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. PRIVATE WATER DISTRIBUTION/EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC WATER SYSTEM AND EXTENSION OF THE PRIVATE WATER DISTRIBUTION SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CIN OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PRIVATE SEWER COLLECTION/EXTENSION SYSTEM THE CIN OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC SEWER SYSTEM AND EXTENSION OF THE PRIVATE SEWER COLLECTION SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CIN OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE AT EN7701v CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND OR REUSE AS P OVED I 5 / APR N THE E PLANS, IS RESPONSIBLE FOR CONTRACTING THE PUBLIC WORKS DEPARTMENT AT +919) 831-6810. AND THE PUBLIC UTILITIES DEPARTMENT AT (818) 857-4510 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FALURE TO NOTIFY BOTH CRY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRED REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FALURE TO CALL FOR INSPECTION, INSTALL A DOWNl3i FAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CRY OF RALEIGH STANDARDS, WILL RESULT IN A FIVE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CRY OF RALEIGH. PUBLIC WATER DISTRIBUTION/ EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THE PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THE PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CIN OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PUBLIC SEWER COLLECTION/ EXTENSION SYSTEM THE CIN OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THE PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THE PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CIN OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE skinner lamm & highsmith A R C H I T E C T S a lharchltect•earthll0k.net 702 ■eatbroad atreel poat "ir, ce box 60� rllaon.nc 27864 - 0000 telsphons 211 2 2 91 412 7 tax 252 2":1 1070 00 U/-1 m O_ M M N N to LO z w ►w- LL E WR C Cf) O 0 c J a I. w z � N z� I r, bj Ld w F N U z Z z Z o too w � 3. L T V SUR J� ``♦11111111/1,,� CARp��' SS/ _ SEAry� 20106 - A ,,�o�F 'G�NEF�� S. B PR�.�`♦ i '''��/11111111111\ �Q�B�ics O 0 co O L O PCB ---7 STA -TOP - INV - 46 25+27.42 (18.97 R) OF CURB 383.73 OUT 380.14 15 � I N z - -TOP 7- I-_ PCB#45 STA 26+62.83 (17.89 R) OF CURB 382.00 INVERT IN 379.47 (W) IN 379.47 (E) INVERT OUT 379.47 (N) O ! _ PCB 44 ---�- - # -=1 STA 18+89.05 (19.24 R) I - TOP OF CURB 377.79 - -- --INV OUT 373.59 15 _-I -� ---I --� --- !- ------ - PCB#43 STA 18+42.00 (31.07 R) TOP OF CURB 376.56 - _ INVERT IN 371.89 _! -- INV OUT 371.89 15 �- I - � i i i 1p .-I�"-Pv� -1-5tl RC ! / [F -j 6„ PVC TO -}262 -- - L FIRI HYDRANT---------,------------�--- I - 1- I ! i ! ------- �- ~ - - z ! J - ---- �IINVERT Lu 2::JLu Lu I- -- L' p[ Cl - a ------ --i - --- ----- I -- ---�-T ExlsrlrlG ROAD CENTERLINE I -4- i-----------�- r PV c�a HYDRANT f_I- - ---- _� _ I 6-1PVC I FIRE - i I TO HYDRANT i 1 - '- --134rLF - -_---� - : 0:509-15-"RGP- '--- -I- - I--- -1 -. - I- __- 1 - - - ----� � I� - I - LF p.50%. '------RCP J T ! I �2„I I - PV��IJATER --' i-- - � -----' ---j� -� I ` �N P „ v I I 1- I FIR I ---'-- --_! ---- Z m O IU I - I I I L ! I ! OO d - COMM. NO. ' I { �. Cf2OSSING- --- I ! 6" PVC TO L --�--- FIRE HYDRANT; �- -I-- - --- -I- I I - ---- -' - --- 1 ----- - - -- _ ---1-----`-- _ I -- I r-------1-- -�--- ! --I !� r I - ------- ----L--��- -----i '-- ! - 1 -- I -- - -- - - -I I -n r- 00 LO I`l r7 ,- O r7 O .- r7 N r7 I� 00 c{ r7 00 c1) i� r- rn r- r7 O Ln O N r6 00 00 00 rr) pr) pq (� 4 00 1 c1) Ln 00 r7 l7 (0 00 r'7 d LO 00 r') f (6 00 I`l Ln 00 r`7 N Ln 00 (.O 4 00 n (N 4 00 n 0) 00 00 00 n O 00 r7 00 00 00 LO 00 r7 N O (0 00 00 r7 r7 Ln t` 00 r7 15+00 16+00 17+00 �''`,....� �'�_�� I f,._r�-�,,""l ;F('(S _�L.i-I ,��I.,,•�,r)„•. ,�r),"1.,..: � ,�... /�'�.i �� ll..l,✓.'(.11Q R::r`�3i.; ��,il,q 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 396 394 392 390 388 386 384 382 380 378 376 374 372 370 368 366 364 362 360 30+00 R/W 30.00 6.65 5.35 TO (WIDENI 1" PER FT- R/W 30.00 6.00 VARIES 1" PER �• R/W 30.00 6.00 2.43 TO 1" PERS- - R/W 6.00 12.00 12.00 _ (EXISTING) (EXISTING) r1' SF9.5A OVERLAY R/W -30.00 6.67 TO 0.00 (WIDENING) 6.00 ! PLS J Fr. 2" SF9.5A_,Z 8" ABC STA. 27+20.63 TO STA. 29+89.38 No Scale 12.00 12.00 _ (EXISTING) (EXISTING) /-1" SF9.5A OVERLAY 2" SF9. 8' ABC VARIES (WIDENING) - -j 2.50 I STA. 19+87.17 TO STA. 25+27.41 STA. 26+16.34' TO STA. 27+20.63 No Scale 12.00 12.00 _ (EXISTING) (EXISTING) r1' SF9.5A OVERLAY 2" SF9.5A� 8" ABC STA. 17+00.19 TO STA. 18+41.81 No Scale 30.01) 0.00 TO 2.43 (WIDENING) 12-00 (EXISTING) 1• PFR�- 12.00 - (EXISTING) - 1' SF9.5A OVERLAY 2" SF 9.SAZ 8" ABG STA. 15+93.63 TO STA. 17+00.19 No Scale R/W 15.00 R/W -45.00 17.88 TO 20.60 (WIDENING) J 2.so R/W 45.00 0.00 TO 17.88 (WIDENING) 6.00 ROAD SECTIONS (STA. 15+93.63 -STA. 29+89.38) ALL WORK TO BE IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS AND NCDOT IF APPLICABLE. UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON PLANS OR NOT. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF THESE FACILITIES IF DAMAGED. CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/CONDITIONS OF ALL ENCROACHMENTS & PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. PRIVATE WATER DISTRIBUTION/EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC WATER SYSTEM AND EXTENSION OF THE PRIVATE WATER DISTRIBUTION SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CIN OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PRIVATE SEWER COLLECTION/EXTENSION SYSTEM THE CIN OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC SEWER SYSTEM AND EXTENSION OF THE PRIVATE SEWER COLLECTION SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CIN OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE AT EN7701v CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER AND OR REUSE AS P OVED I 5 / APR N THE E PLANS, IS RESPONSIBLE FOR CONTRACTING THE PUBLIC WORKS DEPARTMENT AT +919) 831-6810. AND THE PUBLIC UTILITIES DEPARTMENT AT (818) 857-4510 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FALURE TO NOTIFY BOTH CRY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRED REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FALURE TO CALL FOR INSPECTION, INSTALL A DOWNl3i FAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CRY OF RALEIGH STANDARDS, WILL RESULT IN A FIVE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CRY OF RALEIGH. PUBLIC WATER DISTRIBUTION/ EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THE PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THE PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CIN OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PUBLIC SEWER COLLECTION/ EXTENSION SYSTEM THE CIN OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THE PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THE PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. CIN OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE skinner lamm & highsmith A R C H I T E C T S a lharchltect•earthll0k.net 702 ■eatbroad atreel poat "ir, ce box 60� rllaon.nc 27864 - 0000 telsphons 211 2 2 91 412 7 tax 252 2":1 1070 00 U/-1 m O_ M M N N to LO z w ►w- LL E WR C Cf) O 0 c J a I. w z � N z� I r, bj Ld w F N U z Z z Z o too w � 3. L T V SUR J� ``♦11111111/1,,� CARp��' SS/ _ SEAry� 20106 - A ,,�o�F 'G�NEF�� S. B PR�.�`♦ i '''��/11111111111\ �Q�B�ics O 0 co SHEET =4. O O N z J O F-1 oC U Lu ~ z (n J H W Lu 2::JLu Lu I- L' p[ Cl - a a o 0 0 1 0 <C O J (n U � !_-7 J J z 0 m m - JJ (V t^ � O i--ce 1� ri Z m O IU oLu OO d - COMM. NO. DATE NOV. 2008 DRAWN PPH FILE NO. SHEET =4. l skinner lamm & highsmlth SITE/UTILITY NOTES: ALL WATER AND SEWER ON PROPERTY IS PUBLIC. ALL WATER MAINS SHALL HAVE 48" MINIML THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE ALL MANHOLES 12'-20' IN DEPTH SHALL BE 5' IN DIAMETER. OTHERWISE NOTED. V W POS D UNLESS AVE 48 MINIMUM CO ER BELO PRO E FINISHED GRADE CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF ATTENTlOlV COMRACTORS THE ARCHITECT OR ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION. ALL MATERIALS AND WORK SHALL COMPL W THE CONTRACTOR SHALL PROVIDE THRUST Y ITH THE CITY OF RALEIGH STANDARDS AND RALEEGH STANDARDS AND SPECIFICATIONS. ~OVIDE THRUST BLOCKING AT BENDS AND TEES PER THE CITY OF c CO cro RESPONSIBLE FOR THE EXTENSION OF WATER NOT ALL UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATION SPECIFICATIONS. PECIFICATIONS. ALL WORK TO BE IN ACCORDANCE WITH THE CITY OF RALEIGH THE CONBTAU T10N NTRA R STANDARDS AND SPECIFICATIONS AND NCDOT IF APPLICABLE. SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, 15 RESPONSIBLE FOR k~:~ii;¢:;-~, OF ALL EXISTING UNDERGROUND UTILITIES. CALL ONE CALL CENTER AT 1-800-632-4949 FOR CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF EXISTING UTILITIES 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL INSTALL ALL REQUIRED FITTING AND VALVES AS REQUIRED TO MEET THE CITY CONSTRUCTION. coNTRACnNO THE PUBLIC WORKS DEPARTMENT AT I9ig1 r~ae8ro, AND THE ~~;.1 ~PONSIBLE FOR OBTAINING ALL PERMITS AND APPROVAL PRIOR TO PUBLIC UTILITIES pEPARTMENT AT (efs) A57-4510 Ar LEAST TWENTY ~~~el , OF RALEIGH STANDARDS AND SPECIFICATIONS. UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. ,~q VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION. COORDINATE NO ACTUAL SITE SURVEY HAS BEEN PERFC WITH ARCHITECT AND ENGINEER FOR CHANGES TO ANY UTILITY PRIOR TO CONSTRUCTION. IF ANY THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWERS AND WATER MAINS AS FOLLOWS: BOUNDARY & TOPOGRAPHIC INFORMATION 1 D SERVICES WHETHER k;h,,°'~ 4S BEEN PERFORMED BY BARTLETT ENGINEERING SURVEYING AT THIS TIME. LOCATION OF ALL EXISTING UTILITIES AN FAN.UAE TO NOTIFY BOTH CII7DEPARTMENT3 IN ADVANCE OF BEGINNING CHANGES ARE REQUIRED, PLANS SHALL BE APPROVED BY THE CITY OF RALEIGH ENGINEERING INC. DATED OCTOBER 2, 2008. INFORMATION WAS PROVIDED BY ARCADIS - G&M OF NORTH CAROLINA, SHOWN ON PLANS OR NOT. ~ CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FNE8, AND ARCHITECT S DEPARTMENT. .008. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND REQUIRED REINSTALLATION OF ANY WATER OR SEWER FACILmES NOT INSPECTED LATERAL SEPARATION OF SEWERS AND WATER MAINS LOCATION AND ELEVATION OF EXISTING UTILITIES SHOWN ON PLAN ARE APPROXIMATE. CONSTRUCTION SAFETY: REPLACEMENT OF THESE FACILITIES IF DAMAGED. AS A RESULT OF THIS NOTIFlCATION FAILURE. ioz w ~11bro~E ~trslatt n.1 post olllc• boy 669 WATER MAINS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING OR PROPOSED SEWERS, THESE DRAWINGS DO NOT CONTAIN THE RE FALUAE TO CALL FOR I~f9PECi1fN1(N9fALLADONfJ6TRi:AAIRUO, HAVE rll~on,ne 27894 - 0669 tslsphons262 2914127 :ONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL PERMfITED PLANS oN THE JOBSIfE, OR ANY 01HEA VIOLATION OFCRY OF r.a 262 29„070 THE GREASE INTERCEPTDR SIZING IS TO BE CONDUCTED, AND DETAILS ARE TO BE INCLUDED WITH UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10' LATERAL SEPARATION, IN WHICH CASE: SHALL BE SOLE RESPONSIBILITY OF THE CI ILITY OF THE CONTRACTOR. ALL EXCAVATION AND CONSTRICTION SHALL PROCEED REQUIREMENTS CONDITIONS OF ALL ENCROACHMENTS & RALEIONBTANDAADB, WILL RESULT IN A F1nIEANDP088BLEEXCLU810N FROM BUILDING CONSTRUCTION PLUMBING PLANS. A PLUMBING PERMIT WILL BE REQUIRED FOR ACCORDING TO THE LATEST OSHA REGULATI INSTALLATION OF THE GREASE INTERCEPTOR AND ANY ASSOCIATED PLUMBING SEWER LATERAL IF 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF OSHA REGULATIONS. ~ FUTURE WORK IN THE CITY OFRALEKiH, PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. o ~ INSTALLED DURING THE SITE DEVELOPMENT PHASE OF CONSTRUCTION. ~ THE WATER MAIN AT LEAST 18 ABOVE THE TOP OF THE SEWER. ALL WATER ALONG BURLINGTON MILLS ROA[ 00 THE ELEVATOR SUMP SHALL NOT BE PERMITTED TO DRAIN TO THE SANITARY SEWER SYSTEM. A CROSSING A WATER MAIN OVER A SEWER HYDRANT LEGS UNLESS OTHERWISE SPECIFII ~ON MILLS ROAD WILL BE 12"~ DIP AWWA C150 MAIN AND 6"0 DIP U m ~ ERWISE SPECIFIED. 0- M ~ HOLDING TANK WITH SUFFICIENT VOLUME TO CONTAIN 100% OF THE ELEVATORS HYDRAULIC FLUID PUBLIC PRNATE CAPACITY WILL BE REQUIRED. THE HOLDING TANK SHALL INCORPORATE AN AUDIBLE/VISUAL ALARM WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL ~ SET TO ANNOUNCE LIQUID ACCUMULATION SEE BUILDING PLUMBING PLANS FOR ELEVATOR SUMP BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS 18" ABOVE THE TOP OF HOLDING TANK DETAILS. A PLUMBING PERMIT WILL BE REQUIRED FOR INSTALLATION OF THE THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT 18" VERTICAL SEPARATION, IN WATER DISTRIBUTION EXTENSION SYSTEM WATER DISTRIBUTION EXTENSION SYSTEM Z ELEVATOR HOLDING TANK AND ANY ASSOCIATED SUMP PUMP PLUMBING IF INSTALLED DURING THE WHICH CASE BOTH WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND - W~ SITE DEVELOPMENT PHASE OF CONSTRUCTION. WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH THE CITY OF RALEIGH CONSENTS TO THE CONNECTION TO ffS PUBLIC WATER THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE ~ ~ SYSTEM AND EXTENSION DF THE PRNATE WATER DISTRIBUTION SYSTEM A5 CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THE PLAN. THE MATERIAL AND > m CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES SIDE OF THE POINT OF CROSSING. SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS METHODS USED FOR CONSTRUCTION METHODS USED FOR THE PROJECT SHALL CONFORM TO THE m THIS PROJECT SHALL CONFORM TD THE STANDARDS AND SPECIFlCATIONS OF STANDARDS AND SPECIFlCATIDNS OF THE CITY'S PUBLIC UTILITIES HANDBOOK. ~ m ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS CROSSING A WATER MAIN UNDER A SEWER THE CffY'S PUBLIC UTILRIES HANDBODK. ~ ~ o REQUIRED TO MATCH FINISHED GRADES. a BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER CITY OF RALEIGH CITY OF RALEIGH w PUBLIC UT1LTilES DEPARTMENT PERMIT # PUBLIC UTILITIES DEPARTMENT PERMff ~ o~ BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE MAIN AND THE SEWER SHALL BE CONSTRUCTED OF A FERROUS MATERIALS AND WITH THE JOINTS PROJECT. LACK OF THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF J_ AUTHORIZATION TO CONSTRUCT AUTHORIZATION TO CONSTRUCT a OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION. CROSSING. A SECTION OF WATER MAIN SHALL BE CENTERED AT THE POINT OF CROSSING. ~w DATE DATE Z ~ N ALL SITE PLUMBING IS TO MEET THE NC STATE BUILDING CODE, VOLUME II, PLUMBING AND THE CITY OF _ a~ ~ z~ RALEIGH STANDARDS AND SPECIFICATIONS. ~5 ~ ~ I.1.~ w ~ ePR F N w ~n E~P~ CIF FR~'~6 PUBLIC ? R~PR A8~1 1p PRNATE Z uMITS of ~ ~ - Z 0 0P ~~yg~ eG'~ 3~~pp p P~ e~~~ ,~9 R ~P~ Q p~~pC~ DISTURBANCE SEWER COLLECTION EXTENSION SYSTEM SEWER COLLECTION EXTENSION SYSTEM Z ° ~ti~R p~ ~p~ ~t\E P~P~,F, y0y ~~y0 31 0F' S\E~yy~eG ti Ge k1 5 W m 3 1y' ~,oy ~ti 0~'S ' , y6' . R~\ hp6' 1 ~ 6 THE CITY OF RALEIGH CONSENTS TO THE CONNECTION TO fTS PUBLIC SEWER THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE ~C~ ~ % ~k~ SYSTEM AND EXTENSION OF THE PRNATE SEWER COLLECTION SYSTEM AS CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THE PLAN. THE MATERIAL AND M . e~~~,v ~E. . LIMTTS OF p0 1.p SILT FENCE ` ~ k1 SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS METHDDS USED FOR CONSTRUCTION METHODS USED FOR THE PROJECT SHALL CONFORM TO THE T L R ~ NOTE: ADDITIONAL DISTURBED AREA FOR WATER LINE d' DISTURBANCE EXTENSION=0.43 ACRES. REFER TO C-5.0-5.3 FOR MAIN ~ OVER AND ~ ~ ~ ~ THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFlCATIONS OF STANDARDS AND SPECIFlCATIONS OF THE CfTY~S PUBLIC UTILITIES HANDBOOK. Q` AROUND ANY ~ ~ / ~ ~ ~ THE CfTY S PUBLIC UTILITIES HANDBOOK. EROSION CONTROL PLAN AND EROSION CONTROL NOTES. U • ~ CROSSPIPES ji ~ '1~x J / ~ ~ ~ .i ~ NEW FH .EROSION CONTROL LEGEND ~ i ao ~ DTTY OF RALEIGH CffY OF RALEIGH - ~ tS. / ~ ~ ifs ~ PUBLIC UT1LmES DEPARTMENT PERMIT ~ PUBLIC UTILITIES DEPARTMENT PERMfT # ~ ~ ~ ASSEMBLY NEW 6" ~ ¢ ~ ~ ~ i /k' rn U ' ~ . ~ ~ i ~ n ~ ~ i AUTHORIZATION TO CONSTRUCT AUTHORIZATION TO CONSTRUCT 2 , 4 e~ev-- - EXISTING CONTOUR OUTLET PROTECTION _ ~ ALVE ® ~ ~ - ~ ~ 3 J ! ~ ~ ~ ~ ~ PROVIDE TEMPORARY EXCELSIOR - k - ~ ~ G O / pm ~ . ~ ~ ~ Q F, DATE ~ DATE /'L~, .`;t,~=:'rir ;9a,.k~'` ~C~~ ELEV PROP05ED CONTOUR TEMPORARY ~ ~ ~ ® S ~ ~ - ~ _ _ ~ MATTING FOR ANY DISTURBED NEW AIR RELEASE VAVLEJ RELEASE VAVLEJ i ~ i ~G by ~ c" ~ - • - LIMITS OF DISTURBANCE EDIMENT TRAP liJ ~ ~ ~ ~ ~ AREAS OF ROADSIDE DITCH INSIDE 4FT 0 MAN~prE EXCELSIOR MATTING FOR W ~ ~ ~ l FT 0 MAN~prE / ~ ~ ~ ~ ~ ~ i ~ ~ k°6~ NG & S~RJ -X - SILT FENCE ~ fn ~ ~ ~s~r ~ ~ 32~ hI ~ a TEMPORARY ONERSION ~ _ / ~ ~ NEW FH ANEW ~ ' ® ROCK CHECK DAM ~ ~ _ . ` / i , / ~ / a ~ , n nu - ~ J i\ / ASSEMBLY _ , ~ yE i k~~ • CONSTRUCTION INLET PROTECTION ~ \ ` ~ ,i / ~ I -NEW 6" - _ ~ i~g W gk~ ~ 33 ENTRANCE/EXIT ~ _ u\ ~ ~O r / ~ - ~ ~ - TEMPORARY DNERSION 3g T ~ - ~ ANEW 6" NEW FH _ ~ ~ \ VALVE ~ ~ / , ~ D / !VALVE ASSEMENEW 12" ~ ~ ~ / ® SILT FENCE OUTLET \ ~ ~ ~~~~,1y ~ ' / i I ( \ ~ I ~ ~ ` ~ ~ w t, ~ ~ 1 ~ r r / ` ~ VALVE f ~ ~ \ 1 ~ ~ -340 ~ ` ~ . ~ ~ \ ~ 1 ~ . ~ k0~' / / ` _ SEAL, ARC FILTER ~ ~ ~ ~ ~ A~ ~ ~ - i ~ i 3, ~ / u " ~ ~ ' 20106 ~ c ,,~8 GINS - ` 1 ,36+00 ~ ~ ucT .,~~RP P~~~~~,. 5.B i ~~'~1unn,,,t`'1 0 ~ ~ I - ~BLI~ Q S ~ i ..8g i' 1 \ J y~ ~ ~ ~ ~ ~ \ F a V I ~ ~ ~ ~ eP~ y0a QG . v ~ ~ Y ~ \ _ _ J ~ ~ P ~2~Pp . R b y I ~ I ~ ti ~ I ~ ~ ~ \ ~ M ~ _ \ ~ , . z W ~ ~ U O LEC3EPD GRAPHIC SCALE ~ 60 0 30 60 120 240 z r-~ -SD- srow~t DRAM we H -S- s~we m -W- WAT~i Lt~E ( IN FEET) o WAT~iYALYE FIFlE HYDRANT ASSE~6l.Y 1 inch = 60 ft. 0 N M 2 U Q 416 ~ , 416 _ I ~ ___I___ I I i I i 414 ~ - - 414 - L_ i - 412- - - I , - I - - - ---1 I - 412 ~ ~ ~ ~ I I I ~ ~ 410 - - ~ 15" RCP _ - - _ 410 I ~ - - -J-- ~ - f I _ I 408 - - - - - - - I 408 ~ . _ I _ -_-I i - - I ~ ~ -i__ _ ~ / / GROUND PROFILE LONG - ~ ONG ~ ~ ~ 406 ~ ~ / PROPOSED WATER LINE - ' - ~ ~ I NE - 406 J ~ - -I- _ ~ ~ I 404 ~ - / I - I 404 TO EXlSTING- -----~----r - ------I--- - - - - 4OZ EXISTING ROAD CENTERLINE ~ ~ _ WATER LINE 402 T - ----I--. ~I - ~ ------Z - - ~ - I ~ ~ ~ I ' - 1 400 _ _ / i _A~EB. ~"=PVF ro TO 400 U 'DRANT rt -------I-- i ~ JG ~ ~ FIRE HYDRANT t\ 398 ~ ~ I I I_ I 1 _ ~ 7 ~ I I ~ 398 ~ ~ ~ ~ N ;-.--I I I . i i - - ~ 396 i- -f-- 396 J --1----- - - 394 ~ / i ~ ~ ~ - I - - I z I 394 ~ - /-1 - - - - _ _ J / ~ _L-._.. - ~ 392 ~ , I - -I 392 H a I r- 6-PVC- TO - I ~ 390 I , i --rFIR~HYDRA T , i I Q ~ U 390 ~ T 388 ~ - - - LU o! 388 m w O 386 - - - , - l I I - - - - - - J 386 O • J-1 LU 384 -WATERLINE --I - - -4- - 12-}PVC 382- 384 2: F-I - - - - -I w LU 382 w w Z -L--6"-PVC-TO FIRE HYDRANT j Ln J -i O 380 I ~ 380 ce ~ - LU - i - - -I-- J - ,378 378 Q Q O 376 376 Q U Q J ~ too N Or 000 r0 00 co 0)0 dt0 CD (D 00 O- N N 000 ~0 ON LO O m 0 co 0 O O O r- O O O 0 d O O r' r c6 00 0)00 0)0 00 ~O NN ~r'~ (D4 00 Opp Np ;1-N LO S: r0 000 m0 0)0 0)r CO 0 co 00 0 0) ~ 0) 0) 0) O O O O O O O O O Oi co m 00• Oi (6 ai ~ of r 0 0 (n 0 00 0 0 r7 co CO 100 ro a0 n 0) n 0) n 0) r rn r,0 0 M rn "0 d- O O O O O O ;1- O O r7 ro r7 ro n ro ro n r7 ~F ~t ~ - .14- It d- .14- } d- ~ d~ 0 0 ~t 0 00 00 CDC) m J Z ~ 1 O a 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 (f z z 39+00 40+00 41+00 41+55.52 O C7 C~e O U Z pp J O Y ~ O Q d' m COMM. NO. DATE NOV. 2008 DRAWN PPH FILE NO. SHEET C=4m4 P:''~_C.4DD\-L.4NIDPROJECTS\SLH\Q?136\DWG\07136SP3 REV.DAIG 4117/2010 1:42:15 FIJ CONTACT LAND OUALITY AT OV) 791-4200 PRIOR TO BECM44G OF ANY CONSTRUCTION OR A NOTICE OF VIOLATION WILL BE ISSUED. SITE DATA: TOTAL DISTURBED AREA: 28.2± ACRES CONSTRUCTION SEQUENCE: PHASEI -INITIAL (SHEET C5) PHASE1-GRADING SEQUENCE (SHEET 5.1) PHASEI.2-TRANSITION SEQUENCE (SHEET 5.2) PHASE2-GRADING SEQUENCE (SHEET 5.3) DETAIL SHEETS (SHEET 7.8 AND 7.9) 1. OBTAIN PLAN APPROVAL BEFORE STARTING PROJECT. NO WORK TO BE DONE ON SITE UNTIL THE SEDIMENTATION AND EROSION CONTROL PLAN HAS BEEN APPROVED AND PERMIT ACQUIRED. 2. CONTACT NCDENR-LAND QUALITY AT (919) 791-4200 BEFORE ANY LAND DISTURBING ACTIVITIES OR A NOTICE OF VIOLATION WILL BE ISSUED- 3- INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING (INCLUDING DEMOLITION) ACTIVITIES. PHASEI -INITIAL SEQUENCE: 1- CLEAR SUFFICIENT AREA TO INSTALL CONSTRUCTION ENTRANCES, ACCESS DRIVE "A" AND ACCESS DRIVE "B" . ONLY TO LOCATION OF TEMPORARY SEDIMENT BASIN#1. NO GRADING TO TAKE PLACE UNTIL ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES ARE IN PLACE. 2. CLEAR SUFFICIENT AREA TO INSTALL SILT FENCE ALONG NORTH SIDE OF WETLAND AREA BELOW TEMPORARY SEDIMENT BASIN#1. TEMPORARY SEDIMENT BASIN#1 TO BE INSTALLED AND PROVIDED WITH TEMPORARY GROUND COVER BEFORE TEMPORARY DIVERSIONS ARE BUILT- 3- AFTER TEMPORARY DIVERSION#1 HAS BEEN INSTALLED, BEGIN CONSTRUCTION OF BYPASS STORM DRAINAGE SYSTEM. INSTALL DISSIPATOR PAD AT PIPE OUTLET AND SILT FENCE OVER AND AROUND PIPE OUTLET. 4. AFTER BYPASS PIPE HAS BEEN INSTALLED, INSTALL REMAINDER OF ACCESS DRIVE "B USE LOG MATS AT TEMPORARY WETLAND CROSSING AND SILT FENCE ALONG CENTRAL WETLAND AREA ACCORDING TO PLANS AND AS NEEDED. 5- TEMPORARY SEDIMENT BASIN#2 TO BE INSTALLED AND PROVIDED WITH TEMPORARY GROUND COVER BEFORE TEMPORARY DIVERSIONS #2 AND #3 ARE BUILT. INSTALL REMAINDER OF SILT FENCE. 6. BEGIN CLEARING AND GRADING AND MAINTAIN DEVICES AS NEEDED. PROVIDE SILT FENCE DOWNSLOPE OF ANY STOCKPILE OR WASTE AREAS. 7. AFTER CLEARING AREA NEAR PRISTINE LANE, DIRECTIONAL BORE WATER LINE UNDER CREEK AND INSTALL SEWER LINE (WITH PIERS) TO LOCATION NORTH OF PROPOSED RETAINING WALLS. ENSURE WATER LINE IS AT SUFFICIENT DEPTH TO AVOID CONFLICT AT SEWER LINE AND STORM DRAIN CROSSINGS. FOOTBRIDGE ABUTMENTS CAN ALSO BE INSTALLED AT THIS TIME. 8. BEGIN CONSTRUCTION OF RETAINING WALLS AND INITIAL STORM DRAINAGE LINES TO NORTH SIDE OF RETAINING WALL. TEMPORARILY SEAL INLET ENDS OF STORM DRAINAGE PIPE DURING ROUGH GRADING AND UNTIL CONTINUATION OF INSTALLATION OF STORM DRAINAGE SYSTEM. 9- CONTINUE CONSTRUCTION OF RETAINING WALLS AND GRADING AND MAINTAIN TEMPORARY DIVERSION#3 ON SOUTH SIDE OF RETAINING WALLS TO TEMPORARY SEDIMENT BASIN#2 DURING THIS PHASE. GENERAL NOTES: CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN CONSTRUCTION AREA PRIOR TO STARTING OF CONSTRUCTION. DURING CONSTRUCTION, CONTRACTOR SHALL VERIFY FINAL GRADES AS SHOWN ON THE DRAWING. IF ANY GRADES NEED TO BE REVISED DUE TO UNKNOWN CONDITIONS, THE REVISED GRADES SHALL BE NOTED. ANY REVISIONS TO THE GRADING PLAN SHALL BE APPROVED BY THE ARCHITECT AND CIVIL ENGINEER PRIOR TO ANY REVISIONS BEING PERFORMED. CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS & PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED_ CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS_ CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING UTILITIES 48 HOURS MINIMUM PRIOR TO EXCAVATION. SIDEWALKS ARE TO BE 3000 PSI AT 28 DAYS AIR ENTRAINED CONCRETE. CONCRETE THICKNESS TO BE 4" UNLESS NOTED OR SHOWN OTHERWISE ON THE PLANS. SCORE SIDEWALK AT 5' ON CENTER OR AS SHOWN ON THE LANDSCAPE/ARCHITECTURAL PLANS- PROVIDE 1/2" EXPANSION JOINTS AT 30 FT. INTERVALS AND WHEN SIDEWALK EITHER ABUTS A STRUCTURE OR CHANGES SIZES- MINIMUM TRAVERSE SLOPE TO BE 1/4" SLOPE PER FOOT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT OR CITY RIGHT-OF-WAY_ ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS - EXCAVATION AND GRADING PLAN NOTES: DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO LAY-OFF FOOTINGS- SEE ARCHITECTUAL PLANS. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES- CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR, AT AN APPROVED PERMITTED LOCATION. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT- LACK OF THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION - REFER TO SOILS REPORT FOR DIRECTIONS ON EARTHWORK AND SUBGRADE PREPARATION, IF AVAILABLE - STRUCTURAL FILL: SEE SPECIFICATIONS OFFSITE BORROW / TRENCH BORROW: SEE SPECIFICATIONS EXISTING CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION. ADA AND LEGAL DISCLAIMER: THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE ADA OR OTHER LAWS. ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS, THE OWNER SHOULD HAVE THIS DOCUMENT REVIEWED BY HIS ATTORNEY TO DETERMINE LEGAL COMPLIANCE. CONSTRUCTION SAFETY: THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8' - 41. o' Ememem soc"way ELEV-356.0' - W I 1 8' 3 3 1 _*_ [ ___ 5" T 5.0' 3.0' T?rindpal $11#Z M,Y ___-., _ + A ELEV=353.0' 24" CMF TEMPORARY SEDIMENT BASIN #2 -TEMP. OUTLET STRUCTURE TEMPORARY SEDIMENT BASIN SCHEDULE -PHASE 1 S` \ - �75_0� 1.95. _ - - - i��_� r _ - - - )T 103 LOT 104 10 -YEAR DESIGN STORM N 0.015 LOCATION TOTAL I DISTURBED I .' REQ I I *WEIR _ I PROP I -*REQ . BAFFLE PLACEMENT BASIN JAREAJ AREA I Q-10 -SURFACE LENGTH1 WIDTH DEPTH ALENGTH I BAFFLESSURFACE wx J w Q E VOL I (MEASURED FROM INFLOW END) # _j_ACRESj SCHEDULE 10 -YEAR STORM) ACRES I CFS SQ FT FT I FT I FT j FT I REQ I SQ FT I CF I BAFFLE 1 1 BAFFLE 21 BAFFLE 3 1 I 8.52 f 8.52 1 36.81 16,0331 182 91 1 3 35 YES 1 16,623 1 30,672 I 64 109 I 155 2 1 12.00 F_12.00 51.84 22,582 216 108 1 3 49 YES 1 23,413 1 43,200 76 130 184 *MINIMUM WEIR WIDTH= 10' z FROM TO PIPE INLET INLET TOTAL INLETPIPE TIME OF INTENSITY RUNOFF --REQUIRED VOLUMED IS 3600 CU FT/DISTURBED ACRE Qfull LENGTH SEGMENT UPPER LOWER RUN N/F _ N/F MARK HOWARD & TERRY ROSE MOSIER S MARK HOWARD &TERRY ROSE MOSIER PIN: 964, P4506 PIN: 1758393393 .r DB 11964, PG 840 D DB 8174, PG 724 LOT 2 N/F � 1_ ZONE: R -I N/F LOT 3 JOHN EDWARD CHAMPION � Ui SITE DATA: PAUL EDWARD MOSIER BOM 1998, PG 1843 PIN: 1758386918 D PIN: 1758392072 ZONE: R -I DB 1506, PG 35LOT 5 DB 11964, PG 843 > > ZONE: R -I m 15" RCP LOT AREA: 37.51 ACRES 12" RCP INV 381.40 E BOM 19 8T PG 1843 0 INV 374.91 E 0 > A A INV 381.89 W 18' RCP 15" RCP w INV 378.52 N DISTURBED AREA: 32.25 ACRES ZONE: R -I _j INV 374.08 W w D O (EXISTING) N/F w INV 378.76E v D INV 379.52 S BERTIE WALL WIGGINS > ( ISTING) � - - - - - - - - S7 ZONE: R -I BUHLIIVGTON_M/LLSROAD(SR2051) � INv377ssw .. ________ (EXISTING) AND ` - - 1 - - U (IONSTING)- 7 -Z r r - - ~ \ \ \ \ lI � BESSIE WAKE DIXON PROPERTY ADDRESS: 4700 BURLINGTON MILLS ROAD - , - - - m - / / N - _ - - \ \ \ �, \ PIN: 1758495036 ROLESVILLE, NC 27571 DB 11ONE R 2438 / 7 I J � 4-- -�- _� / ZONE: R -I OWNER/DEVELOPER: WAKE COUNTY BOARD OF EDUCATION / - � - � >�e,- , - - TEMPORARL r' UGT 'L l i s - / / I T - - \ I \ __ _ _ - _ _l'l rte _ � - _ 1551 ROCK QUARRY ROAD � / _ / T - _ I _ - r - -r- / T \�_-def MPORAA - - cGT- - = - _� - --- - - - � RALEIGH, NC 27610-4145 / J / \ I ; \ E NCE.' f ? \ �� - CONSTRUCTION - - - Z:7-�_ - - - _ _/ _ � - - - - - - - _ _ �1 - _ _- _ -- ` REFERENCE: DEED BK 13179 PG 1360 / r UGT -L %UGT - / UGT �- U ' UG�-`U�-�"/ ' IICi� IIGi- -1 UGT �- ENTRANCE - - - _ - ^ �e� - - MB 2008 PG 1281 - - - - - _ =� - -_ _ _ - - - - /- J - I �- -/ / \ \ - - / - _ - - -U-Gr---- \ \ ` �_ ��^ PIN #: 1758387160 - - - - _ - - - _ - - j_ - r - X - -J� � // l �/ / / / /� -\ / \� /-�\ \ `\\ � l �` �1 GLS-_ 17 C \�\ I - 1/ i f` / / / // / _- / /f \\ \ \ - / t� \ \\ / 1 \ -.J -- / --/ // / / // / , / / �` \ \ \ \ �� 0 \ � \ \ NOTES: / / _r / / / / / / / / / / / / / / / \ / / \ \ \ \ \ \ \ \ "-_ \ / \ / / / ,\a\ 1.) ALL AREAS WERE COMPUTED BY COORDINATE CALCULATIONS. . / / / / / J / z // / ,/ /, � � \ \ \\ \\ \\// \ I / v / / / / / / / / \ \ 1-1 \ - \ • / / 2.) ALL DISTANCES SHOWN ON THIS PLAT ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. \ \ 1 / / / / / I1:1 I / I / \ � o\ \ \ \ \ / __ / / 3.) THIS SURVEY IS SUBJECT TO THE FINDINGS OF A COMPLETE AND ACCURATE OPINION OF TILE AND DOES NOT I NECESSARILY SHOW ALL ENCUMBRANCES ON THE SUBJECT PROPERTY. "Ir [ \ \ \ /� / / I I I \ ! _ \ \ \ \ ( I / / / 1 \ S 0 w \ / [/ m \ \ \ \ \ \ \ • � /D 4.) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, RESTRICTIONS, RIGHTS-OF-WAY, UTILITIES OF RECORD, AND \ \ / � I / \ _� AGREEMENTS, IF ANY, AS THE SAME MAY APPEAR IN PUBLIC RECORDS IN THE OFFICE OF THE REGISTER OF DEEDS, / `� �� I \ \ \ 7 \ \ _ CLERK OF COURT, TOWN OR COUNTY TAX OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE. I CONSTRUCTION � M / ( � \ \ \ \ \ o ACCESS DRIVE "BA M "' ( / 1 I \ 1 \ \ ` \ Zt 5.) THIS MAP REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY ONLY. UNDERGROUND UTILITIES SHOWN HEREON \ \ \ � � / / / ) \ 1 -_ \ - I p WERE SURVEYED BASED UPON ABOVE GROUND EVIDENCE AND PARTIAL UTILITY COMPANY PAINT MARKINGS. HENCE \ \ \^\ co � � / / / � I I ! ) 0\ J / . THE ACTUAL LOCATIONS OF SAID UTILITIES MAY NOT BE EXACTLY AS SHOWN. THE UTILITIES SHOWN HEREON MAY \\ \ \ Qi _ . \`�cP ��\ 1 { / // / / / I I / / r °) - �/ / / / \ I AND OTHER SURFACEOR MAY NOT COMPRISE OALL U -SURFACE FEATURES MAY EXIST WHICH ARE NOT SHOWN HEREONUTILITIES IN THE VICINITY OF THIS SURVEY. OTHER PHYSICAL . UTILITIES, \,� 3�0 0 \ \ I / / / / 1 / ( �0 r - ) to �� \ \ \ \ \ 1 \ I / / / \ ` I,- -:L-- J �I 4 " .� /� / / - _ / I ' � 6.) THIS PARCEL IS DEPICTED AS LYING IN FLOOD ZONE '7(" (OTHER AREA) AS SHOWN ON FEDERAL EMERGENCY \ W \ \ \ \ \ 0 \ I / f - - �� ,5bg- / - - - _ - -_ - - I MANAGEMENT AGENCY (FEMA) NATIONAL FLOOD INSURANCE PROGRAM (NFIP) FLOOD INSURANCE RATE MAP (FIRM) \ \ \ I I I _ - r- J PANEL 3720175800) EFFECTIVE DATE MAY 2, 2006. S5 �\ \\ \ \\ \ \ ) I I I \\ \ , � - / �/ / / 3U�-- - - f _ - - - - - - \� � 7.) HARDWOOD TREES 18" IN DIAMETER AND OVER, AND PINE TREES 24" IN DIAMETER AND OVER WERE SURVEYED N/F `o \ \ \ \ I I I I I I ` - I- - / / / / `38 - - - - - - - - - _ _- CONSTRUCTION - ' I o _ BYPASS SWALE#1 WITH AND ARE SHOWN HEREON. OTHER TREES OF SMALLER DIAMETERS EXIST BUT ARE NOT SHOWN, REFER TO THE EXCELSIOR MATTING ` \ ELECTRONIC FILE FOR TREE TYPES AND SIZES. JOHN E_ & ERMA H- CHAMPION ` O` \ \ \ \ \ \ ` \ \ ` - - PIN: 1758289387 \ Z \ ` \ \ \ \ \ \ \� / � / / -_ -3a6� �_ ACCESS DRIVE "A" ;o _ - \ DB 8080, PG 2111 \ \ \ \ 86 / - / / � � � -� � a 8.) THE VERTICAL DATUM FOR THIS SURVEY IS NAVD '88. THE CONTOUR INTERVAL IS EVERY 2 FEET. ZONE:R-1 � 1 � \ � \ \ \ \ \ I � \ ' / / / 5� - - - - ~ `- ' . �.� \ . \ \ \ \ \ \ \ \ ). \ - - - - - / / / -�3B / I - _ - 9.) NO ACTUAL SITE SURVEY HAS BEEN PERFORMED BY BARTLETT ENGINEERING SURVEYING AT THIS TIME. BOUNDARY \ \ I _ CHECK ' & TOPOGRAPHIC INFORMATION WAS PROVIDED BY ARCADIS - G&M OF NORTH CAROLINA, INC., SURVEY MAP DATED / - _ \ \ \ \ \ `\ \ \\ \\ \ I , - - f / / / / _ J - - _3bk / / / - - - - - - - - _ - - DAM - OCTOBER 2, 2008. \ I I 1 1 \ \ \ ' In �. // / /' /-\-,383'/ - - --- - �\ \ \ TEMPORARY ` I \ \\ I \ 1 1 I � \_ / / / /� - _ --_ - --_ DIVERSION#1A WITH i I \ \ \ \ \ _ i / / / / - - ,_55? J - - - - - - __ - ` \ \ _ - I \\ ` NOTE: EROSION CONTROL SHEETS ARE FOR ROUGH GRADING ONLY. EXCELSIOR MATTING 1 . \\ \ \ ` \ \ 383 __1 � 1-1 / / / / / - ;\- - / _ - _CLEAR AND GRUB _ \ _ • \ \ REFER TO GRADING SHEETS C3 -C3.2 FOR DETAILED GRADING AND \ I -� ) \ ) \ 3u� \\ \ _ - - - - - _ -/ / - -� - _ \ STORM DRAINAGE SYSTEMS. I1 \ \ / / -/ v _ \ \ I \ SILT ' 1 \ \ \ \\ 38° \\ - ------------ // � - /-_ - � \ \ \ i FENCE \ 1 _ / / r9 - - - _ - \ N a\9.4s 21 " w - : I / \ �\ 9 - - L- -- / -- - - \ 75.00' \; / 1-1 1-1 `\ \\ �\ \ \ 3, `' \CLEAR AND GRUB - - �� / // - - - _ - \ \ \\ <n, - - \ \ / - \ \ \ �a .I \ / I I / \ I'\ '\ \ --- _ _ - /,/ / / -_-- __5�� - '\ \ \ �'. \ PHASE 1 UMITS I I { \ 1 \l \\ i \ \ 3'� \ \ \ \ ` _ - - �� // -��\ _, /, / - - _ 3�6' - - - - _ - \ 11 I \ ` �,,, - - \ \ . OF DISTURBANCE \ ) I \ , / SILT FENCE OVER 3 ` \ 1 \ \ \ I / / l\ ) I \ _374_ \ ' - - - - - - - - - - /� �\ AND AROUND - �s_ OFFSITE BYPASS - - \ \ \ 1 - I I 1 \ / / / \ I I { \ \ \ \ ` - - - - - -' PIPE OUTLETS _ , _37 DRAINAGE PIPE \ \ \ - \ I 1 \\--- - - _ / . \ \ \ \ \ \ AXLE ,3�� `�` �\ _ / � - - - TEMPORARY - -,�: r _ 37 _ 1> \ YI - - � \ \ I I � / / / \ 1 `, \ \ \ \ \ , - - �� ' - ' / ,---- DIVERSION#1 WITH ��`. \ � \ I 1 1 , I ) \ f ` / - , \ \ \ -. 370_ - ,--- - `- - - / I \ -% \ 1 I 1 J 1 I I \ I / / \ \ � \ 1 369, • \ �- - - -' Y `� ��-� _ - - -EXCELSIOR MATTING 1 1 I I l \ I I \ _ I \ \ \ 62, 3.74 (IOTA) \ \ - - 368 - \ I I- � � \ - - - / � -� \ Ir v _ \ I ! I f / \ \ \ \ I L - - y \` ,' r t \\ \ \ \ \ \ \ \ ` - -36 PROVIDE ARC FILTER FOR /, __ - , \ - _ J 1 ' _ - -1 �� 1 I � II % /' -1 1 / / , / !/ \ \ \ \ \ - aa.�1 \� 5 \ _,66_ _ BARREL UNTIL RISER // \ , - - ,�' FES#1 / / MATERIAL / f / l \ ` \ \ \ / __1 \ \ \ \ - STRUCTURE IN PLACE / � - . - \ MPORAR �' \ / ` - - - / -,� ., - ,LAYDOWN ' (� / ! \ \ \ \ \ �� \ \3 365 _ \' , - - / � - -SEDT ENT BASI #1 .{ , _ I 3�3 -' _ AND I oo .. - I I \\ \ \ 64\ _ \ `/ / \ .vrI _ . . I � 3IN/ /� -`STAGING - I L\ ! 1 I \ \\ \\ � \ \ PHASE 1 LIMITS _ \ \ \ \ - � �- !. \�\ \ \ \ � / \ \ _ _ , X - 1� ` ' / / � / � ,3�� AREA _ - - - -- - - \ / I / 1 I \ \ OF DISTURBANCE - _ _ \ - \ \.- - h' _ / \ _ _ _ _ ! / / -11 II I 367,-11 \--- - __ \\ _-- c- _ N \ . . . . . _ _1_ . .1 . . f � / I // / 3 -Is- // - - --____-- -/ �/ I I I 1 U• E LOG - - - OD ` - ", \ - 1 / / �.11 379 31°" / , / _ - - / I I I \\ s°' � -- -- MATS FOR - '\- - \_11\ 1 I _ . _ _ wE. . . . . . . .1 ` ! ! ! ! �' _�a° _ _ - --r _-- I I l `� - TEMPORARY _ \ - - - - - - - - - - -/ I / 1 I / - � / / / I / -� I I I- ------ -CROSSING \ - I \. - -\ - 7- \ - - -� ; . . . . . _ I / I I 1 \ { / �/ 11 �,3s _ -- --__- _ . - - --- \ - - / _ PLUNGE POOL /_ _ J / - - L + - - -------- -- -- ' I I -- J / � / ! l J // // / 1 i ///�// /�/ / / �� 3 - - ! _ / / / - - -N/F 35 / - - / - SEE DETAILS - , ' - / ' , / / / / / / % / - ( ) i / / / - - - - FANNIE M. WATKINS, \ / /- - - 1 / / / / / / \ - - - - - -' ✓ I FES A '� ;�,�'� / / /i / / / / , / _,� � PIN: 1758480271 - i ----356---- I _ //11 I � --- �' J �� i y �f __ __ / / _ / - - _ I -ESTATE-FILE - / - _ - 1. ' ' I / / r_/ / /_ 1 _ '� / J/ TEMPORARY / //'/ / / . // % / � � �3� �. / j �� - / - o - r 5. '� - - 355 _ _ - - - � / r " , i / j i / / / / % / i /, /= -/ / / / ' ' - BOM 019 1 PG 97 - �_ _ _ _ - _ _ -� - - I I ! 1 ,r / - /' ," � '', / / / DIVERSION#2 WI / / / / /' /// /� - // / / / / I z - - _I _ - - - ZONE: R -I -354 - - � - % I�'� ! / , / / I �-r . - � / EXCELSIOR MA N ./ l / / / � /�` / / / / �j / j o - - - - - - -/ -_--3 ! /- 1 ! / , / / USE LOG / // / / / / / /i/ ///// �, / /� - - - - - \ / / / I F' y MATS FOR / / / / ' // // / // /i '_� 357__- // ) �/ // / / / // / ' /� -/ / / / / l //% /// l\ l / / / \ /l'/% / / I // `� / /' / I / / TEMPORARY / �i� / / / ` // s 1> - - - - - - . . • 1 / / /; /// / / i / / / ,' / CROSSING - y / / / // / / / , / V / `/ I � / / /� / I�I ` / / __ - �" - - / I / / // / / / / / / i / / / - / / / / / / ( %/ / / / / // y i 1 _ X350- `� y - / // Z� / y / / / / / / `� i / / / / / / `/ y / I/ l / / / / �� / / /. /' \ v / ` \ -349-- \* ��- �\\ // ! I �/ %// / / / // // / / / / / / // � / / /%'// / / / 158,; // I /- � Wp I(/ \ - - - / / , / ' TEMPORARY / 1 / / / / / / / /�/ / / / I/ \ � 348--__ 11� . -, I / / /- / / / / / / / / / /I / / / / / / I✓ / // \ / I\ , / \ _ [ // / / / SEDIMENT BASIN#2 / / � ! \i / ------/- / / ' / / / / Y / \ 347 - ` SILT 1 I / I l / / / / I / / / / / / // !T %-,383 / / , / / j / / / l - \~ 346_ I', --J F NCE i /�� , I /! / / f /- I f \ ) i ,_ / l / / / / / �/ // / // �� /// ,/� / ,\ , % / / /_ \ I\ / \ \\ \ - - , 1 � / ! l / ' { I / \ ! � / / / / 1 MATERIAL / / / / / _ / / I / ` �C / \� \ \ \ 345 - - � ' \11 l 1 ! I \ \ ( I / I \ - / / \ / / LAYDOWN / / / / / ' / \ / / / 1Z \ ) ,�_ \ � 3g - , / s ', I �' l I \ \ \ `\ \ 11 � I / / / � / AND / - � / / i` \/,� � • 1 I - - - _ �.T; �- - - - I ��` \ \ ' �\�\.\ \ \ \ \ \ \ I I \ \ I ( I I j/ / STAGING I 'I / /// '1 / /I / / // I - ' J - \ \ \ \\ / ,3 eT _ \ \ \ 1 \ \\ \ \ \ \ \ \ \ 1 \ I \ , AREA �01 I / / T X381 / /, / i / \ / I- ' I_ - � \ TEMPORARY 1 �� I I \ 1 \ � , \ \ \ \ \ ` ( \ \ \ \ ` \ I I [ �_ ` \ \38 �/ ) / ///�/ / / // �!� ;; , \ / \ \ \ \ \ PLUNGE POOL \ 1 l , \ \ \ \ \ \ [ \ \ \ \ TEMPORARY\ I - � 3\ \ 1 / / / 3 �` // \ \ / / - ! - \ \ 34 1� I \\ \ \�� \ \ \ \ \ \ \ \ TOPSOIL \ - \ - ` \ 3� \ \ f / e°l/ / Y \ / / \ \ s � (SEE DETAILS) \ \ 1 \ \ \ \ \ \ \ \ , 1 \ \ \ \ \ \ - - \ ` 3a/ 2 \ - / / / / / / ., / '� �', , / / / / / \ \ \ \ \ __L � `` _\ \ \ \ \\\ \ \ \ \\ \ \. \\ \ \ \ \ \ \ \ \ \\ STOCKPILE/` - _ , ` 3� so _ \ \ \ \ / - -_ � � "I / / /\ /\//\ / / " / / 1-1 / -_ \ \ \\ \ \ \ - _ i/ \ \ ` \ \ \ \ - \ \ \ \ WASTE - - - - 3� 9, \ / / / �� / / ,� ,�./ \ - \ \ / / .. \ \ \ \ \\ \ \ I \\ \ \` . \,, \` \ \ \ \ �\ \ 1 \ AREA. - \ ��8\ \ \I I - - j1-1 / / / � /\ �/ /'< / /' - \ ,1/ J I I'll / / / -� \ \ \ \ \.\ \ 7' - � 1 \ \ \ \ � \� \ \\ \ \ \ � \\ , _ \ \. \ \ ` \ \ ' \ \ '3) (-- \ ` \ / - _/ / / >% // Y / L) l / I / i . / / / �Q \ \ \ 1 11 '_1 -\ \ \ \ `\\\ \ \ \\\\ \ \ \ ., I \ \ \ 1 \ \ \ 6, \ 9� \ - � / / 3� / k - , j / _ GO \ \ - 11\ \\\ \ \ \\ \ \\\\ \\\ \ \ \ \ \ �. -1 \ / // / /J`/ \ / / / / // � \ \ -� \� \ 1 _ / / �% \ / r 1 \�", - 11 \ \\ 1� \ \ \ \ \ \ \\\ \ • \ "' ' \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ +% - \ \moo �\ \ \ \ \ \ \ - / / / %� j / '�/// // /// \ // j / / I / / � 1 ��O \ I\ \ �. \ \ R INFORCED \ \ \ \ \`� \. - _ / / / � �// / / ./ / / \/ ' 9 \ 1 - � / SILT FENCE \ \ \ \ \ � \ - - / / / / / / . ,CLEAR AND GRUB /� / // �/// I 1 �\ \1 \ �\ \ \ �\\ \ \\ \\ \\ \ \ �� \ \ \`�\__ \\�-_ _--- �/�//�- {i/ 35./ �% /// �" ',/ / ,/ - \ ` l I `` \ ` \ \ � -� / \ \ \\\ `` \ \ \ \ \ \ \ \ \ �CS� \ \ \ \ - �' '` \ \ - �.- ` / �' // / \ / / / //` ,•Y/ // -- - .- - J \ \ I ` \ \ _ BEGIN CON RUCTI N / / - T l i 1 I •\ ` ,_ - - \ \ \ \ \ \ ' \ \ \ \ \ \ \ s� \ \ 1 , - �7 �` / � / T �� / I \ I . _ \ \ \ \ , \ 1 \ TEMPORARY OF WALL AND INSTALL / / / / // / ; �, \ \ / \. I ( 1 - - � \ \ \ �\ \ 1 1 r \ ---_- _ \ I - \ \ ) 1 AND SEAL INLET END - \ 4' \ \ _ / ` ` ` ` - \ 1-1 \ \ \\\ .3S \ r _;�, \\ \ \ \I \I I l DIVERSION#3 WITH OF STORM DRAINAGE - - - \ \ \ � � \ - - - \ \ \ \ �_ I N { EXCELSIOR MATTING _ PIPE THAT GOES '3� 379 I \ (! I I � - `` 1 \ \ -, \ \ \ \`S2 - \ - - � \ \ I \ \ I 1 - , \ \�� \ 1 \ \ UNDER WALL \ \ \ \ \ - \ \ / ' ! I \ EROSION CONTROL LEGEND \ \ , \ \ \ \ JS3 \ \ / \ ' \ \ I I I c° I { - - \ \ - - -- - - \ \ \ \ \ \ \ _ - -I \ f / [ \ \ ELEV- - EXISTING CONTOUR \ _ \ \ \ \ 3S4\ \\ \ � a'/ 351 - -\ \ \ �n \ � ~ �� \ \ - - - - - -, 11, \ \ 1-1 372, � --- ��^� I\ \ ) \ \ 3 j >I � \ -,-\ \ \ \ i co � 1) \ - \ I \ •,�\ \ -\ - /� __1_ - / -- \ \ I I l I ELEV PROPOSED CONTOUR \ \ SSS \\ \ _ 352- - \ I _ _ _ _ _ \ \ \ -356. \ 1 \-�✓`I \ \ \ l 4 I �\ \ \ \ �_ \ �� \ \\ \// \ �'_ - �= ) I \ \ \ \ \ \ _ _ ` /� \ I \\ \ \\ I �� 'rte---- -� --- - -- LIMITS OF DISTURBANCE \ \ �y \ / I M "' \ \ \ \ \ \ ----- \ \ \ \ / --- 371- - \ WALL_ - / / ---`"---�" I f L - ROCK CHECK DAM \ \ \ �- \ PROPOSED - / � \ I I \ I -X - SILT FENCE \ \ \ \ , \ �\ / \ \ \ F' I \ \ __ �L \ \ \ -- \ - \ i \_ \ \ YL��`=Y _=v �'�'�_'r"� y \ \ \ \ � __ _ - - \ \ "�' I \ \ ,- -, \ � ��\ \ \ \ y \ \ - \ \ \ CONSTRUCTION \ ` \ \ \ s` \� -- -- � / , ; \ \ \ I l \ ` \ \ o, -,I- \ - STORM ��_ STORM 370- I . I \ 1 '�, \ ENTRANCE/EXIT \ \ \ s,Q 1-1 _ - - - - - 1- - - I\ \ \ \ \ / I \ \ \ - `\ \ \ FR M \\��r DRAINAGE PIPE \ DRAINAGE PIPE T' �y _ -}'` - L,,_� \\ �' \ \ \ � 0 SILT FENCE OUTLET \ I', \` \ \ 6/ 6°. \ ` - - - - - - \\I� t \\ \ \ \ / - II - _ \ _ \ \ \ \ \ \ \II _ - ^3 68 \ -� ) (FROM ITOP'OF-BANK)_ f / / y - \ \ \ \ \ ---- � ---�\", \ \ \ \ .S - \ 1 \ \ / \ \ k) I--_. ---- � \ ) 67 \ } - - - \ \ / - \ � \ \ \ N \ \ \ � ARC FILTER \ \ 1 \ \` 363 '\\ \\---- \�� \ -��\ �\ / / / \\\ L\ \\\\\ - -�, �\ - L--/\\\`--15�1�36 _ \ -�, `C�1�-~\� \ \ \ _ _ -_ �_� - l _ \ _ - _ _ \ \ 6g - \ \ \ - - - - \,� _-_ - _` / / - ` \\ \ \\ \ \ \ 67.1; 606 \ 617.59'_ - - 366 \ \ \ \ - \ \ -I- - - \ -1 \ 3 \\� - y \� --� - --=% 7554' ._ 90.23' 76.1 _ \ 2054.19' (T�T4`L) __ / 365- � \ \ \ l J� /� DITCH CALCULATIONS S` \ - �75_0� 1.95. _ - - - i��_� r _ - - - )T 103 LOT 104 10 -YEAR DESIGN STORM N 0.015 LOCATION REQUIRED DITCH BOTTOM FLOW SIDE FLOW WETTED HYDRAULIC MANN. ACTUAL TOP SHEAR TEMP. m M M FLOW SLOPE WIDTH DEPTH SLOPE AREA PERIMETER RADIUS VEL. CAPACrTY VVIDTH STRESS LINER __ Q s d y M A P R V Q W (Ibs/sq.ft.) REQUIRED TDIV #1-PHASE1 14.43 0.0200 2 0.55 3 2.01 5.48 0.37 7.19 14.43 5.30 0.69 YES TDIV#1A-PHASEI 11.11 0.0210 2 0.48 3 1.63 5.01 0.33 6.81 11.11 4.86 0.62 YES TDN #2-PHASE1 20.20 0.0110 2 0.75 3 3.19 6.75 0.47 6.33 20.20 6.51 0.52 YES TDIV #3-PHASEI 20.55 0.0155 2 0.70 3 2.85 6.41 0.44 7.21 20.55 6.18 0.67 YES wx J w Q E STORM DRAIN SCHEDULE 10 -YEAR STORM) 0 U C z n= 0.013 �, Fm ed J 0 Ld It X W 0 'N w 0- I M ui w w E N A tc I Cc Cc Q10 ¢z z FROM TO PIPE INLET INLET TOTAL INLETPIPE TIME OF INTENSITY RUNOFF RUNOFF DSCHRG SLOPE Dtheo SIZE \/full Qfull LENGTH SEGMENT UPPER LOWER RUN AREA AREA AREA TIME TIME CONC COEFF COEFF PIPE TIME INVERT INVERT ¢ Q� U (SF) (ACRES) (ACRES) (MIN) (MIN) (MIN) (IN/HR) (CFS) (FT/M (INCHES),(INCHES) (FT/SEC) (CFS) (FT) (MIN) BYPASS ® OUTLET PROTECTION Lu Z ~ = Icy ® INLET DI#13 U2 412031 I 9.46 9.46 5 0.0 5.0 7.22 0.30 0.30 20.5 0.0050 26.3 30 5.9 29.0 480 1.4 375.87 373.47 DI#13 I FES# 1 U1 I 0 0.00 9.46 5 1 6.4 6.4 6.85 0.00 0.30 19.4 0.0050 25.8 30 5.9 29.0 36 0.1 370.38 370.20 I I I I I I I I I I I I - > - TSB#1/POND POND OUTLET V2B NIA NIA N/A I N/A I N/A ( N/I� N/A N/A NIA 9.52 �0.0050I 19.7 I 18 1 4.2 1 7.4 64 N/A 360.85 360.53 1 1 1 1 1 1 I 11 1 1 1 1 1 1 1 1 1 1 1 1 TSB OUTLET ✓ _ temp 1522720 k2.60 �- 12.00 15.5 �� 5.5 ! 7.22 0.60__+ '1 0.60 I 52.0 0.0208 28:a 15 7.6_I 9.3 48 11 ' 0.1 J 350.00 349.00 P:\, ..... CADD\....... I..A.�IDPRO!ECTS\,Si...H\,1)71.36\,rl,,vn\,07136SPI RFV4..... S&E.ciwg 7 /?4/200 ? 5:2.5:19 ^,fid EST / -"4 8'\ �\ 73.6 -�- X73.3 3= / \--ji � \ � -� �/ \ \ - ----- / -� \ 1 - \ �T5159"W 'L�i_� �'�`_N / �-_ \� - - -' -� ... -/ _/ \ \ \ \\ � I I I �•_� _ - - \ - - / \ ' \ �� ` \ I , � \ / ' -\ \ L - - - SILT FENC� NOT TO - / - _ . BRIDGE ABUTMENTS TO BE / N/F \ \ \ t__ � J ^ - - BE USED ACROSS - - - - - SET IN PLACE AND WATER _ - - __ - - - - --'----STREAM - - / CIN OF RALEIGH STREAM CHANNEL 7- i PIN: 1758475494 �.� - - - - , - - - - - - - ----- _ _ _ _ ` / AND SEWER LINES TO BE ____-- i - - ------ DB 10133, PG 750 _ _ - INSTALLED TO A LOCATION --------/ Lor 117 \\ OT 108 i / LOT 109 LOT 110 LOT 112 i - ��'LOT 115 LOT 116 BOM E: R PG 614 LOT 105 LOT 106 LOT 107 08I -I- LOT 111 - - \ BEYOND THE PROPOSED ZONE: R-2 CLU RETAINING WALLS ' / - •\ � -, - , / l '',,.. I / / �// I I I I e � HAMPTON POINTE - PHASE FIVE HAMPTON POINTE PHASE FIVE / V Q BOM 2006, PG 814 - 815 E . 12" WATER �I� I �I^ BOM 2006, PG 814 - 815 VARIOUS OWNERS m I VARIOUS OWNERS ZONE: R -I / �. / / /:.`.:..I I V p ZONE: R -I I I / / I :. \ �-b) I - - to /' / I II •: - t RI 3"67.994 "" � �� w � � /// - EVENING SHADE A VE INV 359.64 (IN) ft - � S� 60' PUBLIC �6 •-- _ w RIGHT-OF-WAY t' ...�'- - \ -0 EX MH /.. -;: - ==--= EX MH /., 60 0 30 RIM 374.15 r - -�, �•;,,� RIM 371.31 INV 365.64 (IN) 8" '. ?,: INV 371.31 (OUT) in m INV 361.82 (IN) 4" - - /11 INV 361.81 (IN) 8" / . a INV 361.70 (OUT) 8" ( :., �- / \ \ `� 7 / / skinner lamm & highsmith A R C H I T E C T S a lharchitact•sarthllnk.nat 702 ■aatbroad�lrsat port off 1c• box 669 rll.on,nc 27094 - 0669 ts1 phone 262 291 4127 tax 2112 2 2110 7 0 !�\ t\.\wuu... i SEAL 0106 • �0 1),C,�,_:- '.�T S. B PSN '�011ltttttO H = LLl U O m (-D Z m 0 m 0 CD N ,--i (70 = Q -I o0 Um O m M M __ C-4 C14 .Ln In C9 r �A Z = wx J w Q E w> 0 U C z mo �, Fm ed J 0 Ld It X W 0 'N w 0- I M ui w w E N 7,-0 Z mz ¢z z , z "o LL1 OIn J - 3 !�\ t\.\wuu... i SEAL 0106 • �0 1),C,�,_:- '.�T S. B PSN '�011ltttttO H = LLl U O m (-D Z m 0 m 0 CD N ,--i (70 = Q LEGEND J V `^ O o EXISTING IRON PIPE L EXISTING CONCRETE MONUMENT Lu 0 EXISTING PK NAIL � 1 " � m Da EXISTING WATER VALVE 1 O 0 3- •6 EXISTING FIRE HYDRANT o EXISTING WATER METER (D O EXISTING MANHOLE P--1 # EXISTING LIGHT POLE -0• EXISTING POWER POLE Z Ie � e EXISTING GUY WIRE LL m U F] EXISTING ELEC TRANSFORMER ( � Q Lu Lu ❑ EXISTING TELEPHONE PEDESTAL/ O Q ® EXISTING CABLE TV PEDESTAL I.1J d^" V] g EXISTING SIGN 7.x.5 EXISTING TREE COMM. NO. EXISTING SHRUB LIDATE NOV. 2008 EXISTING WOODS NE EXISTING WATER UNE PPH EXISTING SEWER LINE DRAWN EXISTING STORM SEWER UNE EXISTING GAS UNE FILE N0. EXISTING OVERHEAD ELECTRIC GRAPHIC SCALE SHEET 60 120 240 IIIIIIIIIIIIIIIIIII ( IN FEET ) 1 inch = 60 ft. -I O 0 = U U)L0 �, Lu t"V J z Q J 14� � ¢ Q� U ® OUTLET PROTECTION Lu Z ~ = Icy ® TEMPORARY SEDIMENT TRAP J ''11 - O = EXCELSIOR MATTING FOR , LU Z TEMPORARY DIVERSION �1 Q J 11 INLET PROTECTION 1J -t - > - TEMPORARY DIVERSION L JO LL) Lu Z rvoo U 1 z 0 O t� O (=j LEGEND J V `^ O o EXISTING IRON PIPE L EXISTING CONCRETE MONUMENT Lu 0 EXISTING PK NAIL � 1 " � m Da EXISTING WATER VALVE 1 O 0 3- •6 EXISTING FIRE HYDRANT o EXISTING WATER METER (D O EXISTING MANHOLE P--1 # EXISTING LIGHT POLE -0• EXISTING POWER POLE Z Ie � e EXISTING GUY WIRE LL m U F] EXISTING ELEC TRANSFORMER ( � Q Lu Lu ❑ EXISTING TELEPHONE PEDESTAL/ O Q ® EXISTING CABLE TV PEDESTAL I.1J d^" V] g EXISTING SIGN 7.x.5 EXISTING TREE COMM. NO. EXISTING SHRUB LIDATE NOV. 2008 EXISTING WOODS NE EXISTING WATER UNE PPH EXISTING SEWER LINE DRAWN EXISTING STORM SEWER UNE EXISTING GAS UNE FILE N0. EXISTING OVERHEAD ELECTRIC GRAPHIC SCALE SHEET 60 120 240 IIIIIIIIIIIIIIIIIII ( IN FEET ) 1 inch = 60 ft. N/F N/FMARK HOWARD & TERRY ROSE MOSIER CC MARK HOWARD &TERRY ROSE MOSIER PIN: 1758394506 PIN: 1758393393 DB 11964, PG 840 PROVIDE DISSIPATOR DB 8174, PG 724 LOT 2 ZONE: R -I N/F � � PAD FOR EXISTING N/F LOT 3 JOHN EDWARD CHAMPION �'u co STORM DRAIN OUTLET SITE DATA: PAUL EDWARD MOSIER BOM 1998, PG 1843 PIN: 1758386918 15" RCP PIN: 1758392072 ZONE: R -I w w DB 1506, PG 35LOT 5 PROVIDE TEMPORARY � () 15" RCP LOT AREA: 37.51 ACRES INV 360.98 E DB 11964, PG 843 > 12" RCP > ZONE: R -I EXCELSIOR MATTING IN m 0 INV 381.40 E DISTURBED AREA: 32.21 ACRES INV 360.20 w BOM 19 8T PG 1843 o INV 374.91 E o � INV 381.89 W 18" RCP ZONE: R -I _j INV 374.08 W w 15" RCP gISTURBED DITCH AREAS O (EXISTING) INV 378.52 N N/F Li INV 378.76 E D INV 379.52 S BERTIE WALL WIGGINS ZONE: R -I -1 a ( ISTING) INV 377.55 W �- - - - - - - - - - - - - - - -- - - - - - - - 1 (EXISTING) AND PROPERTY ADDRESS: 4700 BURLINGTON MILLS ROAD / - _ BURLINGTON M1LLS ROAD (SR 2_051) ; _ _ - (BasINc)- - - - -� - - - - - \ \ `�f` BESSIE WAKE DIXON / - r + i / /� \ � I \ � PIN: 1758495036 ROLESVILLE, NC 27571 --�_ _ - �� - y - i / - _ - - _• _ - _ - - \ \ f DB 11256, PG 2438 OWNER/DEVELOPER: WAKE COUNTY BOARD OF EDUCATION _ - - _ = _ - - - I �. _,f- ) - - _ _-_ . i I T /� "!!!!!7 �� , _ _ � - � j ZONE: -I . - ... -s-� E• R 55 OC UA Y 0 D - �� ... ' MP_ORA_ _ W W_ - - _ _ •-may\ .I r 1 1 R K Q RR R A - ilcr tier - - W... - - - - W W '. .... _11 - - ....... - -� " T - ... < . .. ocr- sr W %` /I .._ /. / .... .. . 1. - - �.= RALEIGH. NC 27610 4145 CHECK /.. \ - _ - J . .: r. • - / ) - - ::...: CONSTRUCTION - DAM ..../. �. /, .... \ ... _ - 1 / /. \ - - - .. ...-. I ENTRANCE .. )., �., DEED BK 13179 PG 1360 I -r- REFERENCE - - UG ENTRANCE - - T... UGT . -LIGE. -�-� / � _ : '.,r' MB 2008 PG 1281 �� / ......... ... S - - \ - / . - - •• / - TT r;:, • -. _ - 5 _ - �. CU \� / J- = 37 _ _ •i TRANSITI 1 - \ - , \ B &GUTTER CURB & ERS �' n ` T - \ 1: ,:1 / /- ANSITION ..... / VT_7 - �`- - - CURB - .(DETA 45) - - - - - - , .....TRANSITION J �' .1/ / ` I � -TRANSITION \' \ r::I I / / / - / - '_1 - (DETAIL 45) - --(DETAIL 45) ` �- ./ \ � / 15"RCP (DETAIL 45) / / / / / / / / / / \ ti \-\ \ - - J NOTES:INV 363.49 E / 1 \ - - _/ / / / / / \ \ \ i \. - - INV 363.46 W / / / r� / / 38A / / / / 385. / / �1 1 \ \ \ ` - f \ \ 1.) ALL AREAS WERE COMPUTED BY COORDINATE CALCULATIONS. 1 / r / / / / / / / / / l i _ \ \ \ \ \ • •� ' ' \• � . � / / ` °\ . i REGRADE DITCH AND PROVIDE 1, RIGHTS OF -WAY / 3 / / / / / / ` \ \ \ \ ,�� \ \ • / TEMPORARY EXCELSIOR MATTING DED/CAT/ON REQUIRED 9 / / f / \ / l 2.) ALL DISTANCES SHOWN ON THIS PLAT ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. \ / / / / / / _ � \ \\ __�_ \ - \ 1 �� \ _ u IN DISTURBED AREAS \ l / / / \ \ \ \ PROVID ARC ` �� . p / 3.) THIS SURVEY IS SUBJECT TO THE FINDINGS OF A COMPLETE AND ACCURATE OPINION OF TITLE AND DOES NOT \ \ / / / I / �_:\. `' NECESSARILY SHOW ALL ENCUMBRANCES ON THE SUBJECT PROPERTY. \ / I 383 FILTER FOR STORM - � \ / � ' \ I / I _ 385 DRAIN INLET \" ' °' ., \ 4.) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, RESTRICTIONS, RIGHTS-OF-WAY, UTILITIES OF RECORD, AND \ \ l I =�a, _°� \ �' \ \ - ' : `: -; AGREEMENTS, IF ANY, AS THE SAME MAY APPEAR IN PUBLIC RECORDS IN THE OFFICE OF THE REGISTER OF DEEDS, \ \ e I I/ / N �- ' - - - - - � � � \ \ \ CLERK OF COURT, TOWN OR COUNTY TAX OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE. \ \ ==( '� - - \ . \ \ Q I, I �� , I I I l \ _ \ 5.) THIS MAP REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY ONLY. UNDERGROUND UTILITIES SHOWN HEREON \ \ \ \ � �' / 1 WERE SURVEYED BASED UPON ABOVE GROUND EVIDENCE AND PARTIAL UTILITY COMPANY PAINT MARKINGS. HENCE \ \ �,- * \ .I ^_b / THE ACTUAL LOCATIONS OF SAID UTILITIES MAY NOT BE EXACTLY AS SHOWN. THE UTILITIES SHOWN HEREON MAY \ \"z6"�' OR MAY NOT COMPRISE ALL UTILITIES IN THE VICINITY OF THIS SURVEY. OTHER PHYSICAL IMPROVEMENTS, UTILITIES, ♦ �� \ M AND OTHER SURFACE OR SUB -SURFACE FEATURES MAY DIST WHICH ARE NOT SHOWN HEREON. \ \ \o �j do I r` I \� 3)� 9 \ o 6.) THIS PARCEL IS DEPICTED AS LYING IN FLOOD ZONE "X' (OTHER AREA) AS SHOWN ON FEDERAL EMERGENCY �j \I I MANAGEMENT AGENCY (FEMA) NATIONAL FLOOD INSURANCE PROGRAM (NFIP) FLOOD INSURANCE RATE MAP (FIRM) \ W \ \ \ , PANEL 3720175800) EFFECTIVE DATE MAY 2, 2006. � \ , ` 7.) HARDWOOD TREES 18' IN DIAMETER AND OVER, AND PINE TREES 24' IN DIAMETER AND OVER WERE SURVEYED \ \ o\ 1\ \\ \ \ \ I p I II AND ARE SHOWN HEREON. OTHER TREES OF SMALLER DIAMETERS EXIST BUT ARE NOT SHOWN, REFER TO THE N/F o 1 \ *1\ I\ \ \ ELECTRONIC FILE FOR TREE TYPES AND SIZES. JOHN E. & ERMA H. CHAMPION PIN: 1758289387 \ Z \ I \ \ \ \ \ 8.) THE VERTICAL DATUM FOR THIS SURVEY IS NAVD '88. THE CONTOUR INTERVAL IS EVERY 2 FEET. DB 8080, PG 2111 ZONE: R -I -\ \ \ \-377', \ \ \ \ 9.) NO ACTUAL SITE SURVEY HAS BEEN PERFORMED BY BARTLETT ENGINEERING SURVEYING AT THIS TIME. BOUNDARY \ \ \ \\ \ \ & TOPOGRAPHIC INFORMATION WAS PROVIDED BY ARCADIS - G&M OF NORTH CAROLINA, INC., SURVEY MAP DATED \ \ \ \ \ � \ \ OCTOBER 2, 2008. \ y I �(v \ \\ I I I I 1 \ \ �\ I � \1'__ n \ l \ \ \ f / / \ / ,' / J / / / L i �/ - I / O \ I / I/ / \ \ / I 1 - -( ' / \ ( �� _5$g 38 .e - - a -n r1; SWALE# 1 (BYPASS) a� - _ / W -I_ I f_ -� - .N A O . -- \ --- I I \ -//_ //- ? s _ - - / -- � af �\ CHECK - / // -- - - o' - - I ) 8 _ / 1, 1I S'' _ _r IT - -, \ /. \\ / / / ---- / / -ti355' / - - I `3. `' I��` \ / // - _- - - / / /- -//- / r// --3ah / / � '- ` - 353 ' - --- az �- O_ N ct z� M 1 - - 1\� o -� 11 / -352 = -_ __ \ - 1 00 \ I 00 O \ 0 • to _ ( : r- a -n r1; SWALE# 1 (BYPASS) ' - N N W -I_ I f_ -� --.) .N A O . -- \ --- - __ 1 i C) I `�_�\ \ E ° W � af CHECK - - _ - - - - - - DAM \ - W_ - - EO - - _ 11 1, 1I S'' _ _r I - -, \ /. \\ NOTE. EROSION CONTROL SHEETS ARE FOR ROUGH GRADING ONLY. \ \ \ 00 - - _ - - i - - - X84 . , \ REFER TO GRADING SHEETS C3 -C3.2 FOR DETAILED GRADING AND \ I \ p 38, \ � - -r - 362 _161-_ / \ STORM DRAINAGE SYSTEMS. \ I \ ) \ ) -� ( \ \ CONTACT LAPD OUALRY AT (919) 791-4200 PRIOR TO BEGINNING OF ANY CONSTRUCTION OR A NOTICE OF VIOLATION WILL BE ISSUED. SITE DATA: TOTAL DISTURBED AREA: 28.2± ACRES CONSTRUCTION SEQUENCE: PHASEI -INITIAL (SHEET C5) PHASEI -GRADING SEQUENCE (SHEET 5.1) PHASEI2-TRANS 0 ITI N SEQUENCE (SHEET 5.2) PHASE2-GRADING SEQUENCE (SHEET 5.3) DETAIL SHEETS (SHEET 7.8 AND 7.9) 1. OBTAIN PLAN APPROVAL BEFORE STARTING PROJECT. NO WORK TO BE DONE ON SITE UNTIL THE SEDIMENTATION AND EROSION CONTROL PLAN HAS BEEN APPROVED AND PERMIT ACQUIRED. 2. CONTACT NCDENR-LAND QUALITY AT (919) 791-4200 BEFORE ANY LAND DISTURBING ACTIVITIES OR A NOTICE OF VIOLATION WILL BE ISSUED_ 3- INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING (INCLUDING DEMOLITION) ACTIVITIES_ PHASEI -GRADING SEQUENCE. 1. INSTALL TST A AND TST B AFTER RETAINING WALLS HAVE BEEN SUFFICIENTLY CONSTRUCTED_ CONTINUE STORM DRAINAGE SYSTEM TO STORM DRAINAGE BREAKLINE#1_ PROVIDE OUTLET PROTECTION (DISSIPATOR PADS) FOR STORM DRAIN OUTFALLS_ 2. AFTER ROUGH GRADING IS COMPLETE, EXPAND SIZE OF TEMPORARY SEDIMENT BASIN#1 TO APPROXIMATE FINAL DETENTION POND SIZE AND SHAPE BEFORE CONSTRUCTION OF STORM DRAINAGE SYSTEM TO THE NORTH AND SOUTH OF STORM DRAINAGE BREAKLINE#2. 3- MAINTAIN SIZE OF TEMPORARY SEDIMENT BASIN#2 UNTIL COMPLETION OF STORM DRAINAGE SYSTEM BETWEEN STORM DRAINAGE BREAKLINE#1 AND STORM DRAINAGE BREAKLINE#2. MAINTAIN DIVERSION#3 TO TSB#2. TRANSITION DIVERSION#3 TO INSIDE OF WALL AS CONSTRUCTION OF WALL PROGRESSES AND STABILIZE DOWNSLOPE AREAS. 4. CONTINUE CONSTRUCTION OF WATER AND SEWER UTILITIES AND STORM DRAIN SYSTEM. PROVIDE OUTLET PROTECTION (DISSIPATOR PADS) FOR STORM DRAIN OUTFALLS_ 5_ UNTIL BOXES ARE BUILT AND YARD INLET DEVICES INSTALLED, INSTALL AND MAINTAIN STORM DRAIN UNDER CONSTRUCTION DEVICE AT END OF DAY OR ONSET OF RAIN. 6- USE BLOCK AND GRAVEL DEVICE OR ACCEPTABLE ALTERNATIVE IN PARKING AREAS OR ACCESS ROAD DROP BOX INLETS_ 7. CURB INLET OR BLOCK AND GRAVEL INLET PROTECTION TO BE INSTALLED AFTER GRATES ARE SET OR AS SOON AS BOX IS BACKFILLED. 8. INSTALL SILT FENCE OVER AND AROUND PIPE OUTLETS. 9. PARKING LOT AND DRIVE TO THE NORTH CAN NOW BE COMPLETED. 10. VEGETATION TO BE ESTABLISHED ON SLOPES WITHIN 21 CALENDAR DAYS OR SOONER, OF COMPLETION OF ANY PHASE OF GRADING ACTIVITIES. 11. NO SEDIMENT AND EROSION CONTROL MEASURE WILL BE REMOVED WITHOUT APPROVAL OF NCDENR. PHASEI -BURLINGTON MILLS ROAD: I. BEGIN GRADING AND STORM DRAIN INSTALLATION_ PROVIDE TEMPORARY EXCELSIOR MATTING IN ANY DISTURBED DITCH AREAS AND OUTLET PROTECTION (DISSIPATOR PADS) FOR STORM DRAIN OUTFALLS_ PROVIDE ARC FILTER AT STORM DRAIN INLET ON THE EAST SIDE OF BURLINGTON MILLS ROAD AND CHECK/PROVIDE EXISTING 18" OUTLET WITH DISSIPATOR PAD_ 2. PROVIDE SILT FENCE OVER AND AROUND PIPE INLETS AND OUTLETS AND ANY OTHER APPLICABLE AREAS NOT SHOWN ON PLAN. I \ 1 \ \ .30 - _ - - \ \ \ GENERAL NOTES: Il \ \ } \ 1 \ I \ -- \ CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN CONSTRUCTION AREA PRIOR TO STARTING OF CONSTRUCTION. DURING SILT \ \ I \ - - - i 9 / _ - ` ` / \ CONSTRUCTION, CONTRACTOR SHALL VERIFY FINAL GRADES AS SHOWN ON THE DRAWING. IF ANY GRADES NEED TO BE REVISED . r'� - �- -- 3 - - \ N 89.4621 W_ 38 FENCE \ l L� I 37 i - _ UE T N N CONDITIONS THE REVISED GRADES SHALL BE NOTED. ANY REVISIONS TO THE GRADING PLAN SHALL BE 1 v - - \ \ \ \ D 0 LINK OW E \ \\ . \♦ I �;•: l l . ' F _ - _ - y � � 382 ` \ i , 7,5.00' \ APPROVED BY THE ARCHITECT AND CIVIL ENGINEER PRIOR TO ANY REVISIONS BEING PERFORMED_ \ I L� I'll "c 7 Sei a . 37 S' \ \ \ y \ , � - _ \ CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS & PERMITS �\ \ \ \ � \ J �, p1 \ 'I-, I I`36 I I T IJ j 1l _ ; f \ - ` aS ♦ \ \ \� \ e \ • \ INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. \ \ II \ \ \-:' / - - _ - ` \ \ �\ \. \ \ I CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS. I I \ \ _� - ?I / ---- 376/ \ \1 O / / \ 1 I I Pj \ \ � T I , t \ / - - \ \ I _ CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING UTILITIES 48 HOURS MINIMUM PRIOR TO EXCAVATION. \ S. l \ -374 _ 5 \ I `� - SIDEWALKS ARE TO BE 3000 PSI AT 28 DAYS AIR ENTRAINED CONCRETE. CONCRETE THICKNESS TO BE 4 UNLESS NOTED OR ` I ` \ STI' L� _ \ yam' ` ��j i I- _ - _ - SHOWN OTHERWISE ON THE PLANS. SCORE SIDEWALK AT 5' ON CENTER OR AS SHOWN ON THE LANDSCAPE/ARCHITECTURAL \ I ( < < �' - - - - - - O - - =D -'37 • /� / \ W , \ \ ��N I \ PLANS_ PROVIDE 1/2" EXPANSION JOINTS AT 30 FT. INTERVALS AND WHEN SIDEWALK EITHER ABUTS A STRUCTURE OR CHANGES I I I I I \ •\ 3:3, - \ - \ W_ - -- o- - - 1, �-STORM -STORM DRAINAGE BREAKUNE#2 \ \ \= �\ \ SIZES_ MINIMUM TRAVERSE SLOPE TO BE 1/4" SLOPE PER FOOT. \ \ I I \ \ \ \ \ 3) \ �� - - - - - Z_ \ - 37LOA\ \ \ I \ \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT OR CITY 2� \ \ _ J ` 3 ` _ \ �; \ \ \ \ \ / - -- - �\ \\ C \ \ ` d RIGHT-OF-WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT \ I \ \ \\ \\ \ � 3j:. \ \ 4. �J _ - ''� t' - I I:.F-F' _ - - \ '_ \ �\ \�\ \y 1 \\ \\ `d \ ` \ ..,:... \ ) STANDARDS_ 11 ( \ \ \ p I. \ \ � .` \ 370 - - v :z __ - _ - \�'` ,. .' u. I ` - I , I j \ ! _ \ \ \ \ \ \ \ 1-1 \ \ \ \' 4' (TOTA�� I \ \ _ 13 \ �` \ - - - _ 1 � 1 I 1 J EXCAVATION AND GRADING PLAN NOTES: \ \ \ \ \ \ 1 623. % \ \ \ 368, /' -� _ - _ - \ \ \� �I \ \ \\\ - - - - - - \ \ \ \ \\ \ \ \ \ I ` \ \ - = - \ 1 - --- I (n \I \ \ \\ V \\g l \\ \\\\ / / l DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO LAY-OFF FOOTINGS. SEE r / � \ \ \ \ \ \ \ -, ` I \ •� \ \ ` 36 PROVIDE ARC FILTER FOR // \ \ - _ J -_ ' I , _ I \ \ y\,1 / I / I ARCHITECTUAL PLANS. I / - \ \ \ \' ' -1 \ X482.41 \, } - \ BARREL UNTIL RISER j / \ \ - - E Y FES 3. I I / / / / I CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING � / ' // .- ' - - - - \ \ \ N\ �7 02 \ \ \ \ � \ \ \ 366- - STRUCTURE IN PLACE / ' - � \ / ��2 ` / _/ J � � I / I f l SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES_ CONTRACTOR / 8�� \ � AVI G FACILITIES ON OR ADJACENT TO THE \ j // /�- - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �3^ S� - ` \ . _ j // EXPAND TSB#1 TO - �IIE1 373/ /, _? '% / � � / � � • � f SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES_ f - / // / \ \ \ \ \ \ \ \ \ \ \ \ . > _ _ �� APPROXIMATE FINAL ' . _ - - - - ��_. h /� _ _ /�'I. I- I , \ \ \ \ \ \ �6 / 1 \ II __ 5 / "� - , UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE ,\ - . /� /� - _ - \ \ \ \ \ \ \ \ , �3 3, - - 36 ,\/,\ \ _ - /� POND DIMENSIONS ` / X I / I .I ,'1 ,�57 t - f ' , - / / I / BY CONTRACTOR, AT AN APPROVED PERMITTED LOCATION_ / / ' / 141.33 - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ b2 �. - _ - B J ~ \ / \ \\ .\ . �5�� % - ✓I•.. . J' 'I, • }:. -1 ( l ` - \ \ \ \ \ \ I \ \ - \ _ __ <� - _ I /1. '' T � BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED BY THE SITE PLAN. / _z - - �- \ \ \ \ ` \ \ I � \ - - __/ - /\ \ _ - 4L \ - - � \ I- - - _ -- _ _\ - - - \ - - • _ f ` /�/ -37 �" / - � „C lyc % - - CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT_ LACK OF THE PROPER WORKING J -, � / __ _ - ` _\ \ \ \ \ � \ \ � I I I I \ 3O 1� - � - - - / - \ \ - - �� - - - � \ \ \ . - - . • - ` . • -I - - - ` `r I I `\ • / �� / 373 / '% / / / �/ 1 - 7 _ _ � _ _ - - " POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED // �\ - - rr I 1 I I 1 3 _ - - - - - - _ \ _ _ - - \ \ . . . . . . . _I _ _ ^ / j� 7 , - - - - TO THE OWNERS SATISFACTION. l //- - - - \\ \\ \ 1 1 I I I I I I s \ - I - -1 ,� lam; C ,'- ,�°"- - ,- I / \ ` / - / / - \ I I / I / I I I \ -_ � - - - I \ _ _ ` -\ - - - - WETLANDS _ / - - -\ ,� I { / . / / - / / 35p _ - - R _ _ - __ - - -I' - - REFER TO SOILS REPORT FOR DIRECTIONS ON EARTHWORK AND SUBGRADE PREPARATION, IF AVAILABLE. Ill / \ , - / � � I ) ) \ 1 I 1 I \ \I ) / / / I I I ( ,�s - _ _ - - _ \ \ � - • . _ ,/ / I I � \C / � i ' I , I I - _ - - STRUCTURAL FILL: lI/ - I l I 1 I I J I 1 / l \\ ------ �\ .\. :\ - -) - . - - . . . . - - . 1 I \ - 11' ; . .,c_11,s 1 > °� F __ --- r 1'. I'' I .. I`' I` ( I - - SEE SPECIFICATIONS Ijl/�= _ \\ \ \ \\ \ ) ///-' ,_ / / / I / l / 3s�_----- USE L6 -- - - - - - - - -) -�- 11 - - - - I - - - - - / = / i ) I / 7 �10� -- � w W 1 - � \ I- ,' / / f I /- : `�- SEE SPECIFICATIONS _ _ /TRENCH BORRO . 1 1 - \ - !� / , I �� ` � MATS FOR - ,- � �� I. _ \ � ' � / .� � `� / \ / � - / ti _ - \ \ \ \ \ / / / / I - - - - - - -TEMPORARY - - -= -I - -I PLUNGE POOL ! I / l / / l I / % /,� % �'-1, / ,�/, /� / OFFSITE BORRO _I /,/'/ % \ \ \ \ \ I / I - / - / 357 / ^ `- - (SEE DETAILS) / ' = _ / / / // / / rte/ % i �/ '/ / ! �� r / - FAN EXISTING CONDITIONS: Il lI . r \ \ b, F'R R ER B FFER I I I Ir / / / \ / \ _ - - CROSSING / \ \ I 1 -N - f _ / �J� , / �� / / i . / / � / /`� - - Pll THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE CONDITIONS AFFECTING / / I _____- \ ( F1�OM TOPS OF NK\ ) I I / \ \ \- - ��" \ FES A ` _ - _ 7/ / / ; r / / / ,�/ �7/ /i / r / WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR POSSIBLE CLARIFICATION OR r - - - r i' / / i J / - - - - - RECONCILIATION_ !j I \ I i ) \ III I / \ \ --356----- j 1. / / / 1 \ / J. ,� / //// ;/i i /// / aS4 -� // / / �f //' - / / I \ \ \ \ \ � �\ � I I � \ \ - 5- - - - FES"B �' I / \ � / ' / ) / -G`� ` , i / / / / / / / / / %�/ % �/ �' - ' - Bol � / / 1 I l 1 \ \ \ \ \ \ I I ' I I I l \ \ -35 - - - _ - - I I i / / r ) /' - ' / / / i / y ✓. / / i ! i %// / // / / / / -/'/ / ' I ADA AND LEGAL DISCLAIMER: I I \ \ I - - I - // - - - THIS DOCUMENT IS NOT REPRESENTED I \ / / / / . / - TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE ADA R Il \ \ \ I III I\ I \ \ \ \ - - -354 - - ( I I / \ / I _ - �i/ f / "' / / % / // / - / / / - - - - _ Q 0 OTHER LAWS J/ 1 I I \ \ \ \ I �\ \\ \ � _ � \ � `~ _ _ _ - - - \ - 5• / I / � / / \ :..:�-T-•-�.,,,,•. / , � i , , / / / / / / / � ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS, THE OWNER SHOULD HAVE THIS - - \ \\ `� I I \ \ �- � - - - - - - / ) I y0 �' / G / / / /\ / i�/ / /% / / / / / /� / / % DOCUMENT REVIEWED BY HIS ATTORNEY TO DETERMINE LEGAL COMPLIANCE- // ! i - I \ I \\ \ ,,�\\ -- - / _ _ 353 _ _ _ ; \ ` / / , , / / , / ;. , ' / / / / / , / , r% , ; ;/ , ,� ; �, \/ / _ _, / I \ , \ - - - 352_ - / - J } / / -, \/ r / "a, / - ` /j / / / // THESE DRAWINGS SAFETY: I - �\ \� • \ ` \ \ � � - - 1 / / / / I / / o / i / / / / %f // � / � � E E D AWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY_ ALL PROVISIONS FOR SAFETY SHALL BE SOLE / I I / / - _ / - / \. \\ \ \` \\1 - ` - - - - - -351- - r - - - \ - - - / // .. / / �'�- - / \P1T / / / / / / , / l / i / // RESPONSIBILITY OF THE CONTRACTOR. l � - -- \ S \�\ \ \ 1 / -T-/, / / / / I / // I I / / \ �I..I�\\\\��\\ -_�__ \ X350-�--� -I ,'/� //// /�- _� // / i/ / i // /� / i/ / 7 11 ,' / /i� / / 384/ - / /� /1 ^\ / . ---- -- \\-\ ` \ \ - i� ` ` - 349- - _ - _ • \ / �`� / / / / // \ _ _ \ \ _ _ _/ / USE LOG / / / / 4 - I / / j /// / / I/ / / / i /- �_; f r� \ \ \\ � � ` \ \�� 358- - - I / //// / / , / - J / / / / / MATS FOR / / / / / /' / / _ �! /� \ �- 1 / / / = \ - � SILT I / / / ' / TEMPORARY / / / r /. - - � / / \ ` ' ` DITCH CALCULATIONS I _ __ _ _ I / / / - \ - - - \\ \ ` - - - 347 - - NCE i / I I I I / I l � / / ( / / / / ,z ❑/ / / �, // -383 / I i I / -1 s \ - - - ` \ �� J / ( CROSSING ' / / /\� :e 10 -YEAR DESIGN STORM I - / _ _ _ \ \ � 346_ � . - -/ l l 1 l I r / / I I r / I / / , // %\ a/ /�� ' W I\ \ i \ , \ 1 % I _Ul �� \ .t. 0.015 I \/ / / --� -� ` \ - -,\ X345 \_- - -I I I I I 1� \ I I / I \ - / I / / // r / I,.� �a / / / / / / 3: \ ) N v: r / / / , - \ = ; \ \ Q �� • I . ( ! ` I \ \ \'\ \ ( \ \ I I / /to `-� STOR /RAINAGE 8 EA LINE 1' \ / \ ,/ % / LOCATK)N REQUIRED DITCH BOTTOM FLOW SIDE FLOW WE HYDRAULIC MANN. ACTUAL TOP SHEAR TEMP. I / ' / / / Zr�-~ " - - _ g .t / I 1 \ \ \ \ ( I I \ / / / / / / / ~ _j I FLOW I SLOPE WIDTH DEPTH SLOPE AREA PERIMETER RADIUS VEL. CAPACITY WIDTH STRESS LINER / / / / / / / -�--raiN/S' -, - ~ \ ' - _ / / �34 3 \ ` I`\I • 1 S \ \ \ \ ; ., \ I ` ` ) >' / 381 / . - / / / o \ �_- 4,/ 1 \\\\\ \ \ \ I \\ 1 I �� `/ ////`//\ I I Q s d y M A P R V Q W 1 (Ibs/sq.ft.) REQUIRED % / / / / / - - , � - - � - - / \ TEMPORARY I � I I ) 1 \ \ ,\ \ \ \ \ \ \ ,_ \ \ \ \ I I I _ I I \3 3 : •;. l / / / / / / r / � / � / \ / J TDN #1-PHASEI 14.43 0.0200 2 10.55 3 2.01 5.48 0.37 7.19 14.43 5.30 0.69 YES / _ / / / / / / / / _ , ,-0-15/1y �"''? \�� \ �` \ - / PLUNGE P00L \ 1 I \ \ \ I \ \ 1 \ _ \ I \ 1 \ ` 3 '. / TDN#1A-PHASEI 11.11 0.0210 2 10.48 3 1.63 5.01 0.33 6.81 11.11 4.86 0.62 YES / / / / �� 6 \ \ \ _ 3 \ t \ \ \ \ TEMP RY \ 1 \ + \ \ 1 - 8, \ i / / // /� i / Sao / % \ I / / / / / / AFF \X \ \ �S (SEE DETAILS) \ \ ` \ \ \ \ \ \ \ \ \ \ \ - - \ \ \ �/ / %\ / / / TDN #2-PHASEI 20.20 0.0110 2 0.75 3 13.19 6.75 0.47 6.33 20.20 6.51 0.52 YES _ / / - _- / / , / / / / �e F/ \ --_I \ -_ � ` \♦ ! \ \ \ \ \ \ \ \ \ \\ \\ \`SEDIMENT B IN#2 \ \ \ \ \ \ \ \ \ \ - _ - - 80 /- \ �� = // / �i/ \/ )C / / / / / / TDM#3-PHASEI 20.55 0.0155 2 0.70 3 12.85 6.41 I 0.44 7.21 20.55 6.18 0.67 YES / -� - / j / // / I/ / - \ \ -346-\__ / , \ \ \ \ \ \� \ \ \ \ \ \\ ' \\ 1 \ \ \ \ \ \ \ � \ 3 /� _ ' / /� // �s /n , / ' /x / / ' --- ,� � \ / � /� / � / � > / j � / TDN #4 -PHASES 1.18 0.0320 2 I 0.12 3 ' 0.30 2.79 0.11 3.99 1.18 2.75 0.25 YES / i / 1-1 / / / - - \ \ \ \ - - \ / \\ \ \ \ �` `, \ \ I / ,/ % 1,11A / / \ / BYPASS 7.91 0.0140 2 1 0.39 6 1.69 6.74 0.25 4.68 7.91 6.68 0.34 YES \ I - / _/ 1 _ • �• / / / / / , / / f � \ \ \ \ - 347 _ �� \ \ \ \ \ � \ \ \ \ \ \ \ \ \ \ �.,- \. 1 \ \ � _ � \/ „_.� /,- - / r-- �� ,r / / y, � � / i / ^ /_ / / / / -\ \ \ \ \ \ -- \ \ \ \ \ 3 j \ \ \ \ / / / / / / / '>/'/ 1 `� / � - / BURLINGTON MILLS RD NORTH 2.98 0.0260 2 1 0.21-1 6 0.67 4.50 0.15 4.48 2.98 4.47 0.33 YES / / / / / / / / \ \ \ - - - ` \ \ \` \ \ \ \ \ \ \ \ 1 1 \ \ B, ` / ' // ' / / \ ' ' /` �I- J � BURLINGTON MILLS RD SOUTH 7. , 0.0100 2 0.40 6 11.77 6.88 0.26 4.02 7.10 6.82 0.25 YES / f' /,- h / / / / � / ! \ \ \ �\ \ - 3•)a` - _ - - \ \ \ \ \ \ \. \ \ \ \ �� \\ \ �. \ \ \ \ � \ \ �A \ / n / /�� ,�8i / / %` / \ / / / / - \ - - � \ \ \ \\ . `' \ \ I - \ \ \ \ 3� I // / X % / � WALL A-SVVALE#1 0.56 0.0556 0 0.20 3 0.12 1.26 0.09 4.87 0.58 1.20 0.69 YES / Z / , / / ! / \ \ \ 340 - �� \ \ \ \ \ \ ,/�� \ - _`T I1,•' / / / / / WALLA-SWALE#2 0.87 0.0042 1 0.25 3 0.44 2.59 0.17 1.98 0.87 2.51 0.07 NO 11 / / ,-/ I-- / / / / / \ -350 \ r . \ \11 \ \ \ ` . \ / T k r-/, / / / ' / / / / / / ,_ \ ` \ _ __ 1 - _ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ �� +?� - \ \ 'I -� �-�II1 ;'' / //i ��,// �' / / : , / / / r / / __ - \ \ r \ \ \ \ \ \\ \- �� \ \ \ \\ \ t I N / / // i °� //�� ,%/ / TEMPORARYSEDIMENT BASIN SCHEDULE -PHASE 1 / , / / % / / - ^\ \. \ - � \ \ R INFORCED \ \ \ \ s �� / X / /, / ! �/ �S __ r 1 \ \ \ \ ` \ \ - \ \ _ \\ _ / / /� / ; / . TOTAL DISTURBED REQ �- *WEIR PROP REQ BAFFLE PLACEMENT / / / / // - / / ` - \ fs3 \ ` - �\ SILT FENCE \ \ \ .� \ \ \ \ \ \ \ 1; \ \ \ _ _ �D J ' J - (/j�� / r / // � - � I / %` \/ /' / - BASIN AREA I AREA Q-10 SURFACE LENGTHI WIDTH DEPTH LENGTH BAFFLES SURFACE VOL (MEASURED FROM INFLOW END) - - \ \ � - B /- X'0_" / // I / \ < / # ACRES ACRES CFS SQ FTFT FT FT I REQ I SQ FT CF BAFFLE 1 BAFFLE 2 BAFFLE 3 / - - � / / �_3 \ \ `� \ \ \ \ \ � \ o \ \ \ / /X / ' / ;� . %�/ / // / \ I 8.52 8.52 36.811 16,033 182 I 91 1 3 35 1 YES 16,623 30,672 64 109 155 / / / / - - - - _ / / / - / / - \ 356 \ - \ \ \ \ \\ \ \ \� 0. \ ` I II - --\\ - - i / / �// / �.L;,::;, : - _ / 2 12.00 12.00 f 51.84 22,582 216 .L 008 '--3 49 YES 23,413 43,200 76 130 --� 184 / / / - � I \ _ \ \�7\\l \ \ \ \ \ - _ \ / /1/ ,, I / / - - - __ / / � / -11 - \ - -357- __ __ � \ \ \ \ \ \\ PLUNGE POOL \ 1 \ \ ,� 1 I I � \ ` \ \� �' �� 'tJ - \ _'� / / - I - _ _ r �' I/- /'' /--fJ-/ �// --'�' /-'/ \\_-355_--�\\`~--\\ \\\�` \\ \`'S \\ /�"-35 (SEE DETAILS) \ \ } \=1 (� ;' (� I \ -� _ - -�-- \\ \'3� __ __-�- DISSIPATORPAD/OUTLET PROTECTION SCHEDULE i-------} 1 l - - - _ - --- - -- ----- -- -.--.- \ r \ ;, / 1 �- f - ' / - / i \ -- - 35 \ \ \ 3 S2 \ - \ u, \ FES 6 I `I ^ o n I - _ \ r \ - _ \ - - _ W9 - _ \ \ \ 5'l _ I II - (NYDOT METHOD) -------I - I - - \ �1 1 I /// / i - - - ' - - - - / ' 9 - - - \ \ \ \ \ 3 s'\ \ a�' \' 351 ' , _� \ Ir\ I o I \ \ I \ \ - - \ \ _ _ ` \ - \ _ -'372 ` `.\ �__ I I f NUMBER APRON APRON STONE D50 // / - - / - / � -360 - - - - \ \ \ \ S�\ \ \ - / r \ \ i '� ` - - \ \ I - LOCATION Q(full) Q(10) V(full) V(10) PIPE DIA. i- OF PIPES LENGTH WIDTH ** CLASS DEPTH STONE - - - - - / � \ \. 35S, \ \ - f \ 1y PLUNGE POOL \ I \ - _ _ \ • / / / ; ! - - / - \ \ \ - � T '\ I n ' ; \ \ \ ` A _ I I I - \ \ \ \ I CFS CFS FPS FPS INCHES ZONE I La I FEET FEET STONE INCHES SIZE / / / -/ / //- / _----361--- \ \ \ 356 \ \-/- -1 \ \ (SEE DETAILS) \ � jj I 11 11 ~\ \ TST P / / / / / / __ __ \ \ \ - \ \ I J.L•- I--- - -_ �_ j�, _ - - __ �\ \ I FES#8 9.68 2.65 7.89 2.16 15 I 1 I 4 1 5 I 3.75 A 18 2"46" //// - / - - - - __ ' I \ ., ♦ \ 5 \ ` PROPOSED A LP -O. SED' '/% / - - - 362- - _ \ \ \ \ \ rn � I \ ♦ �\. \ N \ Y 370 � 4 \ \, Y� -^X'� •\ \ FES#7 10.20 6.27 8.31 5.11 -_15 ( 1 4 1 5 3.75 A 18 2-61 III / / - / \ \ __/ A \ \ \ d1 \ ' iS: 1 ✓^x, r✓,x. ,x , ✓. rvv.rY \ \ \ s - \ ,- 1 \ I J , - f ' 1. ✓ x r • - �, . S I \ FES#6 7.90 2.65 6.44 2.16 15 1 4 1 5 3.75 A 18 2' 6 //// 11 I / � / / - - - / - -363- - - - - \ \ � - - � �I \ \ \ \, \ $801 \� \ - TST A \ 370- _ J - i FES#5 15.97 11.29 5.09 3.60 _ 24 I 1 4 1 8 _ 6 A 18 2"-6" _ - - \ s \ - - I\ \ \ \ \ - ' / I \ \ F \ ` \ , \ �, , X69:y ' - - I FES#4 12.85 12.38 7.27 7.01 18 2 6 1 9 4.5 B 22 _ / __ -_ `O ----- -� \ - R ` \ max,:, ��\ l- I �5"-12" - / - - - \ \ \ \ M �\ ■ \ / 368--- - - EUSE_RIVER BUFFER / \ \-- / // // I I / / ` - - - 364- \ \ \ so \ - - \ 1"I \ \ ( I MAINTAIN TEMPORARY \ \ -66 , - _ \ \ / \ -_ -_.� J, , - �r / \ \ FES#3 40.96 30.58 8.34 6.23 30 2 6 1 15 7.5 B 22 5"-1 2 / / - \ \ \ 36 __ - - - - - - - � \ / I \ - - (IS FROM TOP -OF -BANK-)_ / \ \ / �/ / f I � __ - - _ \ -\ .3 \ \ �� ` \ \ \ DIVERSION#3 .\ \ � \ A,yk� - 307 $ - - - \ / - l " \ \ FES#2 36.64 36.17 7.46 7.37 _ - 30 2 6 1 15 7.5 B 22 5 -12' / ! \ / % r - � \ \ �� \ \ \ `\\ \ \ OUTSIDE OF WALL \ \ \ S I - I - \„ ( \ ♦ . �. \ / - - \ / - \ \ FES#1 28.96 19.43 5.90 3.96 30 I 2 6 1 15 7.5 B 22 5%1 2 / / } I ) 1 \ I365 , \ 363 \ \ \ \ - f - - � 1 \ \ \ �� \ \ AND TRANSITION �� \ \ 1-1 \ - _ 7 l \ `� _ - J \ \ \ \ / I \ \ \ � \ \ ` - - \ - FES#C3 11.17 7.84 9.11 6.39 15 2 6 1 7.5 3.75 B 22 5"-12" / I I � � \ \ 1 - - - •-\ \ \ \ \ / \ \ \ \, - \ \ - 52-1X36 \ \ \ \ - - --- _- �\ __ INSIDE OF WALL AS �_�-- � FES#C2 11.17 10.87 9.11 8.86 15 2 6 1 7.5 3.75 B 22 5"-12" / I I \ \ 1 �66� \ 6Q - _ - \ \ - - - - ^` _ _ - _CONSTRUCTION OF� \ \ \0.\ 6o.ss'_ _ 366 - _ - \ / •♦ \ y - - , 76.1 \ £; / \ - \___�_. FES#C1 8.64 12.38 7.04 10.09 15 2 6 1 7.5 3.75 B 22 5"-12" / I _ � -~ - 3 - _ _ 2054.19' (TOTA,L) - / \ \ \ I / ,/ \ 36 \ \ - _ ��3.3 WALL PROGRESSES - - / 365- -_ \ \ \ - - - --FES B 96.06 45.69 19.57 9.31 30 3 I 8 1 20 7.5 1 24 5"-17" / / I S� \-- / 4 8 \ \� 73.6 , \' J \ --') � \ ' -� ' / ( \ \ I / 74 96' -_ 75 09 74 - � , . �� _ , __ i \ \ FES A 7.42 9.52 4.20 5.39 18 1 4 1 6 4.5 A 18 2"-6" 1 / \ \ 75.0 / 75.02' \, 87 51 59 W - � \ � - - - \ / \ 128.61,' , `£941 , I \ I —.�v�- � - / - - _- -INSTALL TEM ORARY� / \ \ \ LS#2 2.00 2.00 5.73 5.73 8 1 4 1 3 2 A 18 2"-6" I / - �� r ' SEDIMENT TRAPS / " \ \ - \ - - \ La =LENGTH MULTIPLIER x DIAMETER \ \ \ \ \ \ - - - - \ ♦ I - - - BEFORE - - - _ �. � jai _ ** WIDTH = 3 x PIPE DIAMETER - AXLE __ \ -�_ \\ \ \_ .\_ \\ _ ---- \ � _ - �_ ------ ;,_ --- CONSTRUCTION -- *_ /��Jirl / /j �- ��`� __/ -- - L �_ - - - - - - STORM DRAINAGE _ _ _ - _--______ - LOT 110 SYSTEMS ^ ` I I �' ---/ LOT 117 EROSION CONTROL LEGEND LOT 105 LOT 106 LOT 107 LOT 108 LOT 109 _ - ,_ _ ' _ \ I LOT 114 _ ✓' LOT 116LEGEN LOT 103 LOT 104 L � \ LOT 113 � LOT 115 LOT 100 LOT 101 LOT 102 �/ _ ,_ ; �\ � -- - I� ELEv- - EXISTING CONTOUR � OUTLET PROTECTION o EXISTING IRON PIPE LOT 98 - // - • R1 EXISTING PK NAIL LOT 99 / /� - ` �--___ - LIMITS OF DISTURBANCE ® SEDIMENT TRAP ELEV PROPOSED CONTOUR TEMPORARY IXISTING CONCRETE MONUMENT -X - SILT FENCE � EXCELSIOR MATTING FOR Da IXISTING WATER VALVE HAMPTON POINTE -PHASE FIVE '/ / //I I I I W TEMPORARY DIVERSION (� HAMPTON POINTE -PHASE FIVE o EXISTING FIRE HYDRANT BOM 2006, PG 814 - 815 E . 12" WATER }III q V � BOM 2006, PG 814 - 815 > o ROCK CHECK DAM o EXISTING WATER METER VARIOUS OWNERS � ,, 41, ��+ m I VARIOUS OWNERS 0 CONSTRUCTION INLET PROTECTION Q IXISTING MANHOLE / \ (j J ZONE: R -I ENTRANCE/EXIT El ZONE: R -I / _ `. ; ,i , I .7t Q, O -> TEMPORARY DIVERSION # EXISTING LIGHT POLE / ".'`l' ii I/ SILT FENCE OUTLET EXISTING POWER POLE __ to EXISTING GUY WIRE / / I • Q ARC FILTER EXISTING ELEC TRANSFORMER / - / I I ❑ EXISTING TELEPHONE PEDESTAL DITCH CALCULATIONS -FULLY VEGETATED CHANNELS IX MH O��`"� �8„ - 4 I�^N/ ® EXISTING CABLE N PEDESTAL RIM 367.94 �� yy \ NG SHADE A VE EXISTING SIGN 0 -YEAR DES IGN STORM (n VALUES OBTAINED FROM CHART 8.05c OF THE NC EROS ION AND SEDIM ENT CONTROL PLAN NING AND DES IGN MANUAL) INV 359.64 (IN) e" ac -- -1 a - 60' PUBLIC n �_2t a^- - _W � RIGHT-OF-WAy GRAPHIC SCALE 0 IXISTING TREE .:•:.J. �. - e^ r� IXISTING SHRUB LOCATION PERM DRAINAGE C REQUIRI� DITCH_ BOTTOM FLOW SIDE FLOW VVEfT® HYDRAULIC MANN. ACTUAL TOP SHEAR VR FROM CHART EX MH �� '•..d.••.- 8�P'� �O a EXISTING WOODS LINE LINER AREA COEFF FLOW SLOPE WIDTH DEPTH SLOPE AREA PERIMETER RADIUS VE . CAPACTN WIDTH j STRESS (RxV) 8.05c RIM 374.15 7 - - - `, EX MH 60 0 30 60 120 240 EXISTING WATER UNE �, . REQUIRED ACRES Q s d y M A P R V Q W (Ibs/sq.ft.) p8.05.07 INV 365.64 (IN) 8" 1 �' � !/.� - ' �� RIM 371.31 III!IXISTING SEWER LINE INV 361.82 (IN) 4" r I � INV 362.66 (OUT) EXISTING STORM SEWER LINE SWALE#1 ALONG NORTHEASTERN PROPERTY LINE NO 2.74 0.4 7.89 0.014 2 0.88 1 3 4.08 7.56 0.54 1.93 7.89 g / EXISTING GAS UNE 7.28 0.77 1.04 0.06 INV 361.70 (OLIT) 8" / - / EXISTING OVERHEAD ELECTRIC BURLINGTON MILLS RD NORTH NO 0.516 0.7 2.60 0.026 2 0.52 3 1.87 5.31 0.35 1.39 2.60 5.14 0.85 0.49 0.09 ( . ';... ` / �� / ( IN FEET ) BURLINGTON MILLS RD SOUTH NO 1.23 0.7 6.20 0F01 2 0.90 3 4.22 7.69 0.55 1.47 6.20 7.39 0.56 0.81 0.07 _L :' � / \ 1 inch = 60 ft. P:\ ........ CARD\ ....... .I_At'IDPRO,JF..CTS\,SI...H\,071.36\,riviq\,07136SP1-REVn...... . B&E.d+mr1 7../?n: r2003 5:25:19 AM FST skinner lamm & hlghsmith A R C H I T E C T S elharchltect•earthllnk.net 702 weetbroadstreet poet oltice box 680 wlleon,ne 27884 - 0669 telephone 252 291 4127 fax 252 2911070 ZW*A wom_msmmm.�_ • yu & soy-, - l 9 AL-1,��` =Z. 20106 _ `'� � z 0�,q, l I < ''F1T �", B #,;mI %% �Q\3BUCtq O 0 co \3�1b �yLO * Ip - z Lu ZD V O C�l C7 z_ I) 0 m O ,--1 0 cV M = Q aj 00 00 O 0 1 1 a -n rte') ru II J N N W u0 rn L0 r__. N !^ ( .N A Z C) w J x Q w E ° W o af 1-1 a: ,--I 6 Lu W Lp W*IfI^ V, � = C- o z Sj DC7 Z m- w G J 0xo sei az �- O_ N ct z� M 1 W W w -m o W B N = U m 3 �z ,-1 z, O Z,00 ( O W 0 E 157 W F' 3 J ZW*A wom_msmmm.�_ • yu & soy-, - l 9 AL-1,��` =Z. 20106 _ `'� � z 0�,q, l I < ''F1T �", B #,;mI %% �Q\3BUCtq O 0 co \3�1b �yLO * Ip - z Lu ZD V O C�l C7 z_ I) 0 m O ,--1 0 cV M = Q aj O O Z ru II J �, W L0 r__. N C) z af 1-1 a: ,--I 6 Lu W Lp = _I = C- o z _1 H-1 Z m- J sei -1 W W _I a� o U) = L0 O V p ,-1 O O O U ( O Ln ,Ji 157 W ;_> J 1 06 Z = O0 m a (UJ O 2M a 21-1 ^ `ee'W U � = o O Lu Q COMM. NO. DATE NOV 2008 DRAWN PPH,JM FILE N0. SHEET m5. I N/F CONTACT LAND OUALTTY AT (919) 79F-4200 PPoOR TO BEGR+NJG OF ANY skinner lamm & hlghsmith CON5IRUCTION OR A NOTICE OF VIOLATION VAl BE ISSUED. ~ N/F MARK HOWARD & TERRY ROSE NOSIER a MARK HOWARD & TERRY ROSE NOSIER PIN: 1756394506 PIN: 1758393393 DB 11964, PG 840 SITE DATA: ~ I DB 8174, PG 724 ~T LOT 2 N/F N/F LOT 3 ZONE: R-I JOHN EDWARD CHAMPION ~ TOTAL DIS A . t TURBED REA 28 2 ACRES I; ;'~a ~y SITE DATA: PAUL EDWARD NOSIER BOM 1998, PG 1843 PIN: 1758386918 15" RCP PIN: 1758392072 ZONE: R-I D8 1506, PG 35LOT 5 < 1,~<~ ~ D LOT AREA: 37.51 ACRES INV 360.98E DB 11964, PG 843 j j ZONE: R-I m O i5" RCP ,1 INV 381.40E 18" RCP ; s.'{; INV 360.20 W LOT 5 ~ 12" RCP ~ w DISTURBED AREA: 32.21 ACRES BOM 1998, PG 1843 ° INV 374.91E ° 75" RCP A ~ INV 381.89 W ~ ~ ~ -..w o (TJ(IS11NG} INV 378,52 N N/F CONSTRUCTION SEQUENCE. ~ ~ `.4;,°'~~ ZONE: R-I ~ INV 374.08 W > ( ISTING) ~ INV 378,76E ~ ZONE: R-I ~ ~ ~ ~ INV 377,55 W Z - D INV 379.52 S BERTIE WALL WIGGINS _ _ _ _ _ _ _ - - _ ~ - ~ ~ ~ (EXISTING) AND PHASEI-INITIAL SHEET C5 \ ` , ( ) PROPERTY ADDRESS: 4700 BURLINGTON MILLS ROAD ~ / ~ _ ` _ BURLINGTON MILLS p~_AD (SR 2051) ~ - _ _ _ - ~ ~ (E-Xi3TING)~ ~ ~ r r - - - - - - - - - r" _ ~ \ Z ~ ~ BESSIE WAKE DIXON ROLESVILLE, NC 27571 ~ ~ ~ I ~ 1 i / / \ ) _ - - _ ~-Z- ~ _ - T - - - _ _ _ ~ _ ~ \ ~ ~ PIN: 1758495036 PHASEI -GRADING SEQUENCE (SHEET 5.1) ARCHITECT S _ _ _ ~ _ r ~ _ ~ `DB 1ZONE: R-12438 PHASEI,2-TRANSITION SEQUENCE (SHEET 5.2) OWNER DEVELOPER: WAKE COUNTY BOARD OF EDUCATION \ ~ j ` ~ ~ - ' ~ ' { - ' - - f - - ~ • 4'~i' --•-T~-• tlharchll°ct•earthllnk.nsl ~ ~ 1 - ~_r•=-~ _ l-- ~ ~ PHASE2-GRADING SE UENCE SHEET 5.3 P~~~ e = a6o°` 1551 ROCK QUARRY ROAD ~ ~ - ~ ~ = - ~ ~ . ~ _ _ - - AMP -VV' W:...: _ - - _ _ / ~ • ~ RALEIGH, NC 27610-4145 i i ' / / - - CHECK - MP~$~1 ~ - - ~ wllaon,ne 27A04 - OerlO , - -l7GT-. ~ ~ ~ ~ tsl°phons 262 2G1 4127 1 DETAIL SHEETS (HEFT 7 8 7 ) D • . ~ ~ - ~ _ - ~ fay 2622011070 , ~ ,CONSTRUCTION ; ~ _ _ - REFERENCE: DEED BK 13179 PG 1360 / ~ i , ENTRANCEI..:'' • . . ' ` MB 2008 PG 1281 - _ ~ ~8 ucT ENTRANCE-. - _ _ _ ~ ' ~ ^ ~ ~ ~ ` - - - ~ 1. OBTAIN PLAN APPROVAL BEFORE STARTING PROJECT. . , _ - ~ . _ _ D EROSION a a ~ NO WORK TO BE DONE ON SITE UNTIL THE SEDIMENTATION AN o 0 r - ~ ~ ~ _ _ ~ ~ {Q/ ^ CONTROL PLAN HAS BEEN APPROVED AND PERMIT ACQUIRED. n ro _ . PIN 1758387160 - ~ - _ ~ . _ ~ - - - / / - - - , ~ ~~._=~3 .5~ ~ i~ TRANSITI 1 ~ ~ - ~ ~ ~ _ ; kl E ~ ~ ~ ~ 2. CONTACT NCDENR-LAND QUALITY AT (919) 791-4200 BEFORE ANY LAND DISTURBING I I ~ ~ . ~ ~ ANSITION / d B ~ _ ~ ~ ; ACTIVITIES OR A NOTICE OF VIOLATION WILL BE ISSUED. rn m / ~ i -TRANSITION ' i ~ / ' / ~ 8g - - ~ ~ TRANSITION ~ ~ ~ ~ Mn - (DETAIL 45) \ • - DETAIL 45 3• INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING N N I ~ 15" RCP ~ DETAIL 45 ~ " ~ / / / / ~ / / ' ~ \ INV 363.49 E / . - / ) / / ~ / / / \ \ ~ , \ o INCLUDING DEMO ITT N A IVITI S. w N ~ l I / / m / q / 38 , i i- INV 363.4fi W / / ~ ~ / g9 / ~ / 1.) ALL AREAS WERE COMPUTED BY COORDINATE CALCULATIONS. 1,~' RIGHT-10F-WAY / f / / / / i a / / / / ` / ~ ~s / / / / \ \ ~ ~ PHASEI,2 TRANSmON GRADING SEQUENCE: ~ ` \ ~ ~ DEDICATIOJN REQUIR D , ~ J 2.) ALL DISTANCES SHOWN ON THIS PLAT ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. \ ~ / / / / ~ _ " \ \ \ \ \ \ 6A ` ~ / \ ` ~ 1. AFTER ROUGH GRADING IS COMPLETE WATER AND SEWER UTILITIES AND STORM DRAIN SYSTEM HAVE BEEN ~ ~ E ~ ~ \ \ - \ ~ ° - \ \ - 1 INSTALLED SOUTH OF BUILDING AND AROUND BUS LOOP, TEMPORARY SEDIMENT BASIN#2 CAN BE CONVERTED TD ~ \ \ \ ~ 'TSB#2 PHASE 2" IN CONJUNCTION WITH RETAINING WALL CONSTRUCTION AROUND BALL FIELD. 1 \ \ ~ v 3.) THIS SURVEY IS SUBJECT TO THE FlNDINGS OF A COMPLETE AND ACCURATE OPINION OF TITLE AND DOES NOT ~ / ~ / NECESSARILY SHOW ALL ENCUMBRANCES ON THE SUBJECT PRDPERTY. \ ~ I ~ \ / i ~ \ ~ 2. UNTIL BOXES ARE BUILT AND YARD INLET DEVICES INSTALLED, INSTALL AND MAINTAIN STORM DRAIN UNDER ~ ~ m \ ~ ~ ~ f ~ CONSTRUCTION DEVICE AT END OF DAY OR ONSET OF RAIN. ~ ~ \ \ r / I 1 ~ 38 \ \ 385-~ ~ ~ o ~ 3. USE BLOCK AND GRAVEL DEVICE OR ACCEPTABLE ALTERNATIVE IN PARKING AREAS OR ACCESS ~ ~ 4. THIS PROPERTY IS SUBJECT TO ALL EASEMENTS RESTRICTIONS RIGHTS-OF-WAY U11LmES OF RECORD AND \ \ ) I J AGREEMENTS, IF ANY, AS THE SAME MAY APPEAR IN PUBLIC RECORDS IN THE OFFlCE OF THE REGISTER OF DEEDS, \ \ o ~ \ ~ ROAD DROP BOX INLETS. o \ / p C CLERK OF COURT, TOWN OR COUNTY TAX OFFlCES OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTNE USE. \ \ ~ I ~ ~ - - - - ~ ~ 4. CURB INLET OR BLOCK AND GRAVEL INLET PROTECTION TO BE INSTALLED AFTER GRATES ARE ~ • SET OR AS SOON AS BOX IS BACKFILLED. \ \ Q l I / I 5, THIS MAP REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY ONLY. UNDERGROUND U11LmES SHOWN HEREON o ~ r ~ 4 ~ ` ~ 5. INSTALL SILT FENCE OVER AND AROUND PIPE OUTLETS. Z ~ =mw \ \ \ h 1 ~ \ WERE SURVEYED BASED UPON ABOVE GROUND EVIDENCE AND PARTIAL UTILITY COMPANY PAINT MARKINGS. HENCE \ \ \ ~ ~ \ ~ ~N ~ ~ ~ g. AFTER INSTALLATION OF MAIN WATER AND SEWER UTILITIES AND STORM DRAIN SYSTEM AT SOUTH END OF _ z THE ACTUAL LOCATIONS OF SND UTILTTIES MAY NOT BE EXACTLY AS SHOWN. THE UTILmES SHDWN HEREON MAY ~ / ~ ~ ~ \ \ o ~ u I ~ l / / ~ / / / / ~ ~ BUILDING, BEGIN CONSTRUCTION DF RETAINING WALLS. MAINTAIN DIVERSION#3 TO TSB#2. TRANSITION ~ r7 - 3 - ~ \ DIVERSION#3 TO INSIDE OF WALL AS CONSTRUCTION OF WALL PROGRESSES AND STABILIZE DOWNSLOPE LIJ w ~ OR MAY NOT COMPRISE ALL U11LmES IN THE VICINITY OF THIS SURVEY. OTHER PHYSICAL IMPROVEMENTS, UilL1TIES, ~ c~, ~ / / a I AND OTHER SURFACE OR SUB-SURFACE FEATURES MAY EXIST WHICH ARE NOT SHOWN HEREON. \ \ o°j, 3~ `~0 1 w, / I / II f o~ 8? ~ 1 \ ~ AREAS. n ,yp~~ / I 1D W ~ N ~8 ~ \ 1 ~ ~ ~ ~i ~ 6.) THIS PARCEL IS DEPICTED AS LYING IN FLOOD ZONE "X {OTHER AREA) AS SHOWN ON FEDERAL EMERGENCY ~ ~ \ ~ I ~ ~ , ~ / ~ SWALE~(1 BYPASS 7. PARKING LOT AND DRIVE TO THE NORTH CAN NOW BE COMPLETED. Z = MANAGEMENT AGENCY {FEMA) NATIONAL FLOOD INSURANCE PROGRAM (NFlP) FLOOD INSURANCE RATE MAP {FIRM) \ ~ \ I I ~ - ~~o,~ if ( ) ,~~0~ - ~ ~ ~ - ~ 8. VEGETATION TO BE ESTABLISHED ON SLOPES WITHIN 21 CALENDAR DAYS OR SOONER, OF COMPLETION a Z PANEL 3720175800) EFFECTNE DATE MAY 2, 2006. \ 1 1 ~ ~ I I - \ ~ ~ r ~ zp8, " " ~ OF ANY PHASE OF GRADING ACTIVITIES. ~ Z z W Z ~o O I \ 1 ~ I I I ~ / 1.) HARDWOOD TREES 16" IN DIAMETER AND OVER, AND PINE TREES 24" IN DIAMETER ANO OVER WERE SURVEYED ~ \ o ~ \ ~ \ I \ ` / ' / ~ i - ~ ?88' ~ - ~ ~ ~ I ~ 9. NO SEDIMENT AND EROSION CONTROL MEASURE WILL BE REMOVED WITHOUT APPROVAL OF NCDENR. ° ~ ~ I ~ W ~3 AND ARE SHOWN HEREON. OTHER TREES OF SMALLER DIAMETERS EXIST BUi ARE NOT SHOWN, REFER TO THE ~ ~ ~ I I I - ~ ~ ~ ~ -38 i ,3g1_ ~ _ ` ~ ~ \ ~ O ELECTRONIC FlLE FOR TREE TYPES AND SIZES. N/F o~ 1 ' 1 1 ` / ~ JOHN E. & ERMA H. CHAMPION 1 1 \ / ~ p ' PIN: 1758269387 ~ _ \ 1 1 ~ \ ~ / ~ / ~ ~ - - _ _ ~ ~ \ PHASEI -BURLINGTON MILLS ROAD: ° ~ I p ~ ~ ~ 1. BEGIN GRADING AND STORM DRAIN INSTALLATION. PROVIDE TEMPORARY EXCELSIOR MATTING IN ANY DISTURBED DITCH 1 8.) THE VERTICAL DATUM FOR THIS SURVEY IS NAW '88. THE CONTOUR INTERVAL IS EVERY 2 FEET. De 6Dao, PG 2111 \ ~ \ o ~ / ~ - , \ R F i ~ ~ AREAS AND OUTLET PROTECTION (DISSIPATOR PADS) FOR STORM DRAIN OUTFACES. PROVIDE ARC FILTER AT STORM P T ZONE: R-I \ ~ \ ~ 377' , \ \ \ I ~ / ` / / \ \ ~ \ \ ~ , . i / / 585 / 5~ I 1 r DRAIN INLET ON THE EAST SIDE OF BURLINGTON MILLS ROAD AND CHECK/PROVIDE EXISTING 18" OUTLET WITH 0 -x-38 ~ - - - - DISSIPATOR PAD. 9.) NO ACTUAL SffE SURVEY HAS BEEN PERFORMED BY BARTLETT ENGINEERING SURVEYING AT THIS TIME. BOUNDARY ~ ~ \ 3e~ - - - _ / r & TOPOGRAPHIC INFORMA110N WA5 PROVIDED BY ARCADIS - G&M OF NORTH CAROLINA, INC., SURVEY MAP DATED \ \ \ ( ~ ` 1 \ I 3 ~ / ~ ~ / ~ CHECK OCTOBER 2, 2008. \ 1 w ? ? - _ _ / / ~ / - _ m 1/ ~ , h~ - - - 2. PROVIDE SILT FENCE OVER AND AROUND PIPE INLETS AND OUTLETS AND ANY OTHER APPLICABLE AREAS NOT SHOWN - ~ - - ' ' - i ~ DAM ~ ON PLAN. k:.•• ~ ~ m ~ v V I l 1 ~ ~ I I 1 ~ j1 J r - I ~ ~ / / ~'-~_.3a ~ \ _ -3a3- ~ GENERAL NOTES: Z Vin, 2 - - _ \ G~ ~-a a ? ~ _ - - - ~ CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN CONSTRUCTION AREA PRIOR TO STARTING OF CONSTRUCTION. DURING 2~ :,d°•x 1 ~ ~ / NOTE: EROSION CONTROL SHEETS ARE FOR ROUGH GRADING ONLY. \ ~ \ ~ ~ - _ ~ _ I \ ~ \ o \ ~ ~ ~ 382 ~ - \ r- ~ - , \ x,384 ~ ~ CONSTRUCTION, CONTRACTOR SHALL VERIFY FINAL GRADES AS SHOWN ON THE DRAWING. IF ANY GRADES NEED TO BE REVISED F~Q7 REFER TO GRADING SHEETS C3 C3.2 FOR DETAILED GRADING AND \ \ 1 ~ ~ 1 s _ - - ~ ~ ~ DUE TO UNKNOWN CONDITIONS, THE REVISED GRADES SHALL BE NOTED. ANY REVISIONS TO THE GRADING PLAN SHALL BE NG & gUR~ ~ ~ \ ~ APPROVED BY THE ARCHITECT AND CIVIL ENGINEER PRIOR TO ANY REVISIONS BEING PERFORMED. _ STORM DRAINAGE SYSTEMS. \ I ~ - ~ - - 1 ~ \ \ - ~ ~ CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS & PERMITS `11t11111fr1+rrrr 1 II ~ - - 1 1 \ 1 ~ - ~ ~ ~ 1 INCLUDING PROVIDING BONDS INSURANCE IF REQUIRED. CARD \ ' \ 1 ` l ~ ~ ri SILT - - - - e3, 1 ~ 1 / 1g ~ ~ - \ N 819.462f" W, \ CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS. by FENCE 1 ' - ~~i' ~ _ •~'~a 1 2 - ~ ~ ~ \ CALL ONE CALL CENTER AT 1 800 632 4949 FOR LOCATIONS OF EXISTING UTILITIES 48 HOURS MINIMUM PRIOR TO EXCAVATION. SEA 1 1 ~ a- 1 1 I I' xc xc 97,~SFk~~ - \ \ ~ r;~; ~ ~ - 1 ~ 2010fi 8, 3 I ~ ~ i I I I ~ I I y. , 1 ~ _ ~ ~ ~ _ \ SIDEWALKS ARE TO BE 3000 PSI AT 28 DAYS AIR ENTRAINED CONCRETE. CONCRETE THICKNESS TO BE 4" UNLESS NOTED OR ' 1' J ~ ` \ \ ~`h82 1 ~ \ SHOWN OTHERWISE ON THE PLANS. SCORE SIDEWALK AT 5' ON CENTER OR AS SHOWN ON THE LANDSCAPE ARCHITECTURAL ?'p ~ ~ ~ ~ . 3 , _ - ~ , \ ~ r \ ~ PLANS. PROVIDE 1/2° EXPANSION JOINTS AT 30 FT. INTERVALS AND WHEN SIDEWALK EITHER ABUTS A STRUCTURE OR CHANGES \ I ~ 1 ~ ~ ~ A . ~ / / / ~ 316 I ~ ~ r- rt ~ / 3 - ~ ~ ~ \ ~ ~ \ - - ~ \ SIZES. MINIMUM TRAVERSE SLOPE TO BE 1/4" SLOPE PER FOOT. ~'~rRT ~ 316' \ ~ ~ ` - ~ rrrrrr Bj111~~~ 4:1: ~ _ ~ ' ~ ~ ~ ' THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT OR CITY L , . %`\I I'` T~ 1 ~ \ ~ ` RIGHT-OF-WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MUTCD AND NCDOT --374 _ ~ _ _ ~ I, . - \ ,r: ~ I ~ J \ ~ . STANDARDS. ( ) BLI ti~ ~ \ - _ ~ C I I 9~ ~ - - , - - - ~ X37 . - ~ W L ~ \ ~ ^ ~ \ \ ~3, ~ \ ~ - - / - Yr - yr - ~ W - ~ \ ~ ~ ~ 1 ~ \ ~ ~ \ ~ ~ ~ - \ 1 EXCAVATION AND GRADING PLAN NOTES: ~ ~ ~ \ ' 37 \ ~ 1 ~ ~ DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO LAY-OFF FOOTINGS. SEE J \ \ \ \ axle` / ~ ~ ~ ~ - r ' ' / ~73~ V A A 371, L ~ _ I ~~L L ~ ~ \ ~ I \ I 1 ` \ ~ ~ \ y \ . ~ - _ - - - - - \ ~ Tom' ~ A H TA P N. ~ ~ ~ RC ITEC U L LA S ~ \ \ ~ ~ 1 1 ~ \ 70 - - _ - - Jj 1 .y,, .•P : .I ~ I f CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE `.v` J , I I V 1y I :i / SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTOR ~ I , SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES. y \ w b ~ - i , f ~ t M ~ UI ~ 380 I I / UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE \ ~ t I \ \ -3s PROVIDE ARC FlLTER FOR / / / / \ n ~ ~ r~ ~ \ ~ ~ BA L UNTIL RISER ~ / \ ~ _ - ~ ~ ~ / ~ ! li l BY CONTRACTOR, AT AN APPROVED PERMITTED LOCATION. ~ \ \ \ \ 2 E ~ X482.4 5 \ \ \ -ass-- / \ ~ ~Z ~ ~ - _FES 3. I I: / / , \ \ N eD"17 Q \ \ \ - \ ? RE IN PLACE / ~ ~ - \ \ ~ r / _ _ - - 3j / fl I f / / ~ ~ ~ ~ / BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED BY THE SITE PLAN. / ~ 1 v \ \ \ ~ ! ~ A ~3 VA~ ~ / , t'I ~ / ~ . f CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT. LACK OF THE PROPER WORKING ~ g13 ~ / ~ i ~ ~ ~ POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED W ` ~ fi`- ~ ' a ~ -~1 ? 1 / .:,;L,, „ 'L~y'' ` ~ ~ TO THE OWNERS SATISFACTION. ~ l ''I' ~~_i ~ / ~ i i , - ~ REFER TO SOILS REPORT FOR DIRECTIONS ON EARTHWORK AND SUBGRADE PREPARATION, IF AVAILABLE. U 1 \ ~ ; ; / / - - - ~ \ \ \ \ \ 1 1 \ 36 ~ 368 \ ~ ~ ~ - \ J~ . } f i 141.33 ? \ \ \ \ \ 1 \ ~ - ~ ~ ` y r / ~ \ ~ _ I ~ Q / 11 - / ~ - ~ y _ / - ~ ~ STRUCTURAL FILL: i ~ ~ 1~ ~ >8 V - ~ _ - SEE SPECIFICATIONS ~ h , t ~ , _ ~ _ v 1 ) I I I I ~ ~ o. USE LOG . w~ru,NOS ' ~ /'319 'a _ SEE SPECIFICATIONS D ~ - _ _ II ~ 1 ~ ~ . ~ 1 I t I 1 l ~ ~ `~s -MATS FOR 1 ~ . . ~ / , ~ I I I ~ A~ , ~ I I 7 / I ~ ~ / - ~ ~ I ~ ~ EXISTING CONDITIONS: , fly, 11 I I I I I , l ~ I ! v - - - - TEMPORARY - 1 ` ~ . ~ :1 ~ ~ I ~ , ..;'1~: ~ ` .r'.. : o I ` ~ _ _ - ' ~ THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE CONDITIONS AFFECTING ~ ;`L. _ ` I.. ~ ` ` ~ ~ ' ~ - - - ~ WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR POSSIBLE CLARIFICATION OR ~ I~~-.~ l 1 ~ ~ J ~ I .3 CROSSING - - . \ - - - ~ - . . . - - / 1 ) 1. i l f 7 , ~ ~ ~a~~ iii,,, ~ ~ i ~ , ~ ' ~ RECONCILIATION. ~ 1 I - v A l/ l ~ *Q - - ~ , I ~ ~ / ~ ~ / / , , 7 1 I _ - ~ , A \ I / i ~ I ~ v _ _ _ 8 , ~t PLUNGE POOL / : ~ / 1 ~ - ~ - ° I ~ ~ r ~ / . ~ I 1 ~ v A 1 I ~ ~ / - l I - _ ~ ~ 'I ' / ~ l / l J I / ! I l ` ~ ~ vNE\ I l I _ ~ / '35. / - 1- SEE DETAILS - ~ ~ I _ ~ / / I , / / ~ ~ / , i'~, ~ / ' ~ ~ - ADA AND LEGAL DISCLAIMER: •.i ~ 1 ~ / ~ g: / / ~ / THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE ADA OR OTHER LAWS. M ~ l ~ j / i i ~ r / j i/ / / 3 FANN ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS, THE OWNER SHOULD HAVE THIS 1 r'-~_ ~ ~VER g FFER I / \ ~ - ~ I 1 ^ , ~ ~ / I I I (50 F I - - FES A . T'r . / i / ' ~ QOM TOP \ ) I / I \ \ \ - - - - / / / / / _ i ~ / / / ~ n: / / / ~ / / i/ , PIN DOCUMENT REVIEWED BY HIS ATTORNEY TO DETERMINE LEGAL COMPLIANCE. j/ ~ i _ , -E I ~ I ~ - OF NK) ~ I I , - _~56 _ ~ f ~ 1 / J. : / / / / / / , / i r~ ~ ~ / ~ ~ 2c CONSTRUCTION SAFETY: / / r' ~ / / / BOM I 1 I I ~ ~ 1 1~ I I ( ~ ~ -355 - _ - - r / ~ / / r - l % / / ~ / 11 I \ \ ~ ~ \ ICI I \ ' f ~ / ~L / / / ~ / ~ THESE DRAWINGS DO NOT CONTAIN THE RE UIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY SHALL BE SOLE ~ Q / r ~ ~ / / / / / / r / / / ~ _ RESPONSIBILITY OF THE CONTRACTOR. • ~ ~ ~ I ~ _ ~ ~ -354 . - I I / J / i , ' ~ ~ i / / / ~ / / i r I I\\ 353 -i / l / / / ~i / / / / i ~ J /i / % ~ / / ~i / / / r/ / \ / / /j , , / / / / / - \ 1 ~ I - 1. ~ \ \ ~ \ 351- . - l J / ~ ~ ~J~-/ ~l ~ / / ~ / j . r I i 1 ~ Ir / J / / ~ / ~ f• / 'Y ~ I ~ ~ 1 1~\ ~ ~ - ~ / , - /BORET t~T10N 3 l J `~T ~ ~ / / / I I , / \ ~ ~ ~ -3so- / ~ ~ TOP F~IANTING~ ~ ~ ~ ~ ~ / r / / ~ / / / ~ / , , , ~ i/ / / 7 / I \ ~ / ~ ~ \ ~ ~ ~ ~ - ~ ( ~A DEL . 3 ~ / / / / / / / ~r / . r1 / ~ i - ~`\:1 \ \ ~ ~ ~ i~~ 349- - , ~ / / / l ~/i 7 J i / r ~ l ~ / ~ / / / / \ _ ~ ~ ~ i ~ ~ ~ ~ i ~ - i / 11 / / ~ / / i ~ / i.. a v+,~.J_i / ~ - i-1 ~ ~ \ iu \ 348- - I ~ / ~ ~ ~ ~ / / / / \ / ~ - ~ _ ~ \ ~ ~ _ ~ SILT ) 1 I ~ ~ ~ / J , ~ / / / / / / _ / ~ ' / .E / / \ _ 1 \ ~ 347 I ~ ~ / / ? / / / r / ~i / / / ~ / \/i / W 1 \ / ~ ~ ~.r - ' ` ` ~ ` \ ~ - NCE 7 i ~ I i ~ ~ ~ l r TSB#2 PHASE 2 I 1 I I ~ ' / ~ ~ / ~ / ° / I ~ i r, , - - _ ~ ? ~ ~ ~ _ 34s_ -i l ~I , ~ -11 l I / 1 .~n ~ov/ ~ v v~- ~ ~ I 11 lil I I I 1 1 l ~ / / I ~ ~ 1 345 ~ I f ~ ~ / / / I... r ) / ~ - v/. I 1 v ~ 1 I ~ I. , • ,f , ~ / , ti j ~ / / / , - ~ / \ 1 l ~ ~d~~i~ ~ v v ~ I v\\ ~a v 1 I v I~ 1 a, 1 ~ / Y / / ~ , / r y J / 3~i / / / / ~ ~ / i r / i / r~ / / / 1 r / i ~ / ' / ~ / / / 1 ~ / / / i / ~ ~ 347_ . \ . \ ~ \ \ \ \ \ ~ / ~ / ~ A A \ \ _ ~ \ \ \ \ ~ A 1 \ V ~ ~ \ A V / / , / / r / / - - r r / ; / ~ ~ ~ TSB#2 PHASE 2 I _ -T- ~i L~ - f ~ 3 / / ' / J TOTAL DISTURBED RE 'WEIR PROP "RE PROP LE EME / io ~ ~ ~ , ~ 8 / ! / . / i x ~ Q ~ BAFF PLAC NT / / / / / / I \ \ ~ A _ A A \ ~ \ \ \ <A \ ~ ~ V 1 \ \ ~ A ~ 1~ / ~ v \ . , / ~ ~ / / / / BASIN AREA AREA Q-10 SURFACE LENGTH WIDTH DEPTH LENGTH BAFFLES SURFACE VOL VOLUME (MEASURED FROM INFLOW END) / / ~ / / / ? / / / ~ \ -349 - ~ ~ ~ 1 \ \ \ \ ~ \ \ I 1 ` / / / ~ # ACRES ACRES CFS S FT FT ~ / ~ / ~ ~ Q I FT ( FI' ~ REQ SQ FT CF ~ CF BAFFLE 1 I BAFFLE 2 (BAFFLE 3 / ~ / / / / ~ / - \ \ ~ --1 \ \ \ \ \ \ \ ~ Q 1 ~ / / / / / ! r' / _ ~ , \ -350 ~ - r' \ \ \ \ •ti \ \ ~ TEMPORARY ? ~ l~\ • ~ ' c / f / ~ ~ - / TSB#2 Phase2 ~ 2.64 2.64 11.40 4,966 101 ~ 51 3 ~ 11 ~ YES ~ 5,151 9,504 36 36 61 86 / /r / - T ~ • / / / / , / MINIMUM WEIR WIDTH -10' ~ / / / / ~ \ \ \ ~ ~ ~ \ \ \ \ \ \ \ \ \ `v` \ 1 1 v / / ~ / / / / ~ - 3. \ - \ \ \ \ ~ \ \ ~ DIVERSION#3 WITH , , ~ 1 , N:.......:;~ ~ r ~ ~ r / REQUIRED VOLUMED IS 3600 CU FTIDISTURBED ACRE ~ ~ ( , / / / / / ~ ~ / - \ ~ ~ ~ ~ ~ \ \ t ~ ~ \ ~ \ ~ . \ EXCELSIOR MATTING ~ \ \ \ \ t / 1 ~ \ ~ ~3s, ~ ~ ~ \ \ r R INFORCED ~ ~ \ \ ~ \ \ ,9 \ 1~ ~ - :.r./;~' / / / / r / rX/ ~ ~ 111 ~ / r / (11 / / - ~ ~ _ / / , \ _ ~ \ ~ \ , SILT FENCE \ ~ ~ ~ ~ \ o~ \ ~ y~ J . J ~ / / / ~ ~ DITCH CALCULATIONS ~ I 'n / / / / / ~ X353 ` ` \ \ \ ~ \ \ \ - 'C, \ - - r/ x ~ ~ i ~ N fl \ ; ~ / / / i 10-YEAR DESIGN STORM I ! ~ I w / ~ ~ / / / ~ ~ ~ ~ - ~ Y LET \ P O~OSED \ \ \ ` \ ;7 ' \ \ ~ - - ~ I /I: ~ / / ~ `5~~ \ ~ U \ \ \ VA WALL ~ \ ~ A ti v - % / / 55 ~ - ~ \ \ \ ~ \ \ ' "'e, . \ Lis \ ~ - - - -T _ / / ~ ~ / - N 0.015 I / i---. ~ i \_356 \ - \ \ \ \ \ \ 1 s ~ I I ~ - , / / \ , ~ ~ , ~ ~ r . LOCATION REQUIR® DITCH BOTTOM FLOW SIDE FLOW WETTED HYDRAULIC M4NN. ACTUAL TOP ~ SHEAR TEMP. Z Z / ' - / ~ / \ i FLOW SLOPE WIDTH I D9'fH ~ SLOPE ARIA PBRWETEFt RADIUS V~. CAPACfTY WIDTH STRESS LINER J ~ . - f-- 1 / / / 357- ~ \ \ \ \ \ \ I ~ \ ~ I O t::'.'•: -rr,~ , ` 379. ~ - I Q s d~ Y ~ M~ A P I R V Q W (Ibslsq.ft.) REQUIRED ~ ~ ~ / I ~ l / / ~ ~ ~ / . / - ' \ ~ ~ ` ~ \ \ . \ ~ , ~,J.. r -3~1 ~ ~ 1 \ \1 ~ I I I I 4 - I I L ~ , l Il\~ I (\-1-( i`,~, _ _ , ~ ',T>. ' ~ ITDN#1 PHASE1 ~ 14.43 10.0200 2 10.55 ~ 3 ~ 2.01 I .5.48 ~ 0.37 ~ 7.19 I 14.43 5.30 I 0.69 ~ YE5 I ~ N of ITDN#1A-PHASE1 11.11 0.0210 2 0.48 3 1.63 5.01 0.33 6.81 11.11 4.86 0.62 ~ YES /1ll / / 358- \ \\J ~i \ i I ~.Z3 \ 1 \ JT I`~~,I„ C 359- \ \ S<\ j ll \ \ II MI - V4 \ _ TDN#2-PHASE1 _I 20.20 0.0110 2 0.75 3 3.19 6.75 0.47 6.33 20.20 6.51 0.52 YES W = _ 360- -/,I ~ \ -352- TDN#3-PHASE1 20.55 0.0155 2 0.70 3 1285 6.41 0.44 7.21 20.55 6.18 0.67 YES W ~ \ _ \ Q 0 -,356, , ` \ ` 1 \ \ \ I _ TDN #4PHASE3 1.18 0.0320 _ 2 0.12 3 ~ 0.30 2.79 0.11 3.99 1.18 2.75 0.25 YES I ~ LEVEL SPR DER 1 \ ti -361--~ ~ \ /I I I N \ \ \ \r l 11 - _ \ ? \ \ \ I - - . \ _ - BYPASS SWALE#1 7.91 0.0140 2 0.39 6 1.69 6.74 0.25 4.66 7.91 6.68 0.34 YES i Z PROPOSED x~.rr~ vrx \ H W 362- n WALL c ° x r BURLINGTON hNLLS RD NORTH 2.98 0.0260 2 0.21 6 , 0.67 4.50 0.15 4.46 2.98 4.47 0.33 YES Z J Lf) ~ IORETENTION AREA #2 11 / ~ ~ ~ I , ~ ~ ? \ , I r i , , _ 363 _ _ , _ \ \ ss - J / \ \ \ l \ \%0 OF-PLANTING ^ I BIORETENTI01 BURLINGTON ANLLS RDSOUTH 7.10 0.0100 2 0.40 6 1 1.77 6.88 0.26 4.02 7.10 6.82 0.25 YES _ J k H Ill I \ I \ \ a / , - \ \ F \ EDIT ELEV: 366.40' BIORETE TION~AREA 1 70 - WALLA SWALE#1 0.56 0.0556 0 0.20 3 0.12 1.26 0.09 4.87 0.58 1.20 0.69 YES N # - - - , I J `T.QP OF PI~ANTING - \ WALLA-SWALE 0.87 O.OD42 1 0.44 2.59 0.07 w W W i II \ i \ s° 1\ \ \ \ ? \ \ R Z `T.QP OF PIS ll I I / r - - - \ \ ~O 1 1 \ ( I \ - \ ? r p \ ' MEDIA ELEV 364 "65 42 0.25 3 0,17 1.98 0.87 2.51 NO / J MEDIA ELEVs 360..00/ EUSE,RIVER BUFFER / \ \ H J (5 '_FROM TOP-OF-BANK 3631 \ \ \ ` ~ \ ~ ~ ? , - \ - - 52-1.3_6 - ~ Q I f I 66 \ °Q \ \ . - - - - - \ - - \ \ \ \ 60.59 60.59 _ 2,66 ` r _ \ \ I \ \ \ - - - - \ 75.7 \ \ 67,F 3 _ 90.2 J 2054.19' (T~TA~L) / 365- \ \ f ~ U / \ \ I \ / \ 65 73.6 ' \ 73.36 / \ J \ \ _ Q J U I I / 74.96' 75 \ X751'59 W I \ \ 1 75.0' 75.02' W J 128.61, l X94 I \ czs Z m AXLE - - \ \ ? _ _ _ ? \ - - - V LOT 117 V J Z Lor 110 -LOT 112 \ J` L EL SPREADER ` #2 C) EROSION CONTROL LEGEND Q Z I LOT 114 LOT 116 J LOT 107 LOT 108 LOT 109 LOT 111 _ LOT 105 LOT 106 . ' \ LOT 113 LOT 113 LOT 115 ELEV- - EXISTING CONTOUR pU LEGEND Z ~ O ® TLET PROTECTION a ZD U LOT 103 o EXISTING IRON PIPE W m ELEV PROPOSED CONTOUR TEMPORARY ® EXISTING CONCRETE MONUMENT U ~ W LOT 100 LOT 101 LOT 102 _ LOT 98 LOT 99 LOT 104 / - • - LIMITS OF DISTURBANCE SEDIMENT TRAP p EXISTING PK NAIL 1--4 Y EXCELSIOR MATTING FOR m EXISTING WATER VALVE W Lu ~ -X - SILT FENCE ~ 2 HAMPTON P ANTE - PHASE FIVE TEMPORARY DIVERSION b EXISTING FIRE HYDRANT HAMPTON POINTE -PRASE FIVE •I ~Z Q I ' BOM 2006, PG 814 - 815 E . 12" WATER IKE _ I, 1 J U BOM 2006, PG 814 - 815 ROCK CHECK DAM o EXISTING WATER METER VARIOUS OWNERS ZONE: R-I / %I)„;,, I J 0 m I VARIOUS OWNERS CONSTRUCTION INLET PROTECTION J ZONE: R-1 0 ENTRANCE/EXIT O EXISTING MANHOLE COMM. NO. 0 # EXISTING LIGHT POLE Z I - TEMPORARY DIVERSION -o- EXISTING POWER POLE ^ 1. ® SILT FENCE OUTLET DATE NOV 2008 EXISTING GUY WIRE ARC FILTER EXISTING ELEC TRANSFORMER DRAWN PPH,JM Q ~ 0_ l ? EXISTING TELEPHONE PEDESTAL EX MH ---Z::: / DITCH CALCULATIONS-FULLYVEGETATED CHANNELS RIM 367.94 ` r 1 ® EXISTING CABLE TV PEDESTAL FILE NO. EVENING &MDEAVE W y 10-YEAR DESIGN STORM (n VALUES OBTAINED FROM CHART 8.05c OF THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL) INV 359.64 (IN) t W EXISTING SIGN 60' PUBLIC • EXISTING TREE n e" p~C - the pvc RIGHT-OF-WAY GRAPHIC SCALE EXISTING SHRUB LOCATION F PERM DRAINAGE C REQUIRED DITCH BOTTOM FLOW SIDE FLOW WETTED HYDRAULIC MANN. ACTUAL TOP SHEAR VR FROM CHART EX MH \ _ g ` EXISTING WOODS LINE SHEET i LINER AREA COEFF FLOW SLOPE WIDTH DEPTH SLOPE AREA PERIMETER RADIUS VEL. CAPACITY WIDTH STRESS RxV 8.05c RIM 374.15 EX MH 60 0 30 60 120 240 EXISTING WATER LINE RIM 371.31 EXISTING SEWER LINE ( ) INV 365.64 IN 8" f - REQUIRED ACRES Q s d y m A P R V Q W (Ibsfsq.ft.) p8.05.07 INV 361.82 (IN) 4" INV 362.66 (OUT) EXISTING STORM SEWER LINE SWALE#1 ALONG NORTHEASTERN PROPERTY LINE NO 2.74 0.4 7,89 0,014 2 0.88 3 4.08 7.56 0.54 1.93 7.89 7.28 0.77 1.04 0.06 INV 361.81 (IN} 8" / f INV 361.70 (OUT) 8" EXISTING GAS LINE BURLINGTON MILLS RD NORTH NO 0.516 0.7 2.60 0.026 2 0.52 3 1.87 5.31 0.35 1.39 2.60 5.14 0.85 0.49 0,09 - ( IN FEET) EXISTING OVERHEAD ELECTRIC BURLINGTON MLLS RD SOUTH NO 1.23 0.7 6.20 0.01 2 0.90 3 422 7.69 0.55 1.47 I 6.20 7.39 0.56 0.81 0.07' / - _L. I inch = 60 ft. C=5.2 P: CAfID 1....4PJf1P~0,.IF..CTS ,,.:•",i n, 1.,6,,rliar„ n , . Raun : i.it. ~ 2/?4/2009 1009 5:25:19 AM EST I skinner lamm & hlghsmlth ~y,~ • o \ ~ DORIS L. WILSON MARK HOWARD & ERRY ROSE MOSIER PIN: 1758299014 \ ~ ~ D.B. 6882, PG. 945 MARK HOWARD &NTERRY ROSE MOSIER PIN: 1758394506 ~ SITE DATA: I:;~_~ I \ \ \ \ \ ~ ~ ~ ~ ~ ` B.O.M- 1995, PG. 1633 PIN: 1758393393 DB 11964, PG 840 \ ~ ZONED: R-I ~ LOT 2 D - LOT AREA: 37.51 ACRES ' DB 8174, PG 724 N/F ~ J\ \ \ \ ~ ~ ZONE: R-I \ \ N/F LOT 3 JOHN EDWARD CHAMPION bF I I ~ ~ DISTURBED AREA: 28.21 ACRES I';>;. , ) \ r \ \ ~ \ ~ PAUL EDWARD MOSIER BOM 1998, PG 1843 PIN: 1758386918 \ \ \ \ \ 15" RCP 15" RCP PIN: 1758392072 ZONE: R-I DB 1506, PG 35LOT 5 D ZONE: 1 ~ ~ ~ \ \ \ \ \ \ \ ~ ~ INV 359.45E INV 360.98E DB 11964, PG 843 ZONE: R-I , m 15" RCP R-I I~.::~:,.._ INV 381.40E PROPERTY ADDRESS: 4700 BURLINGTON MILLS ROAD `''"1~~'~ i5'\RCP \ ~ \ \ \ \ \ \ \ INV 358.83 W INV 360.20 W LOT 5 INV 374.91 E INV 355.12E ~ ~ ` - _ \ / ~ \ \ \ ~ BOM 1998, PG 1843 15" RCP ~7 ~ INV 381.89 W 18" RCP ~ p { INU 378,52 N N F ROLESVILLE, NC 27571 EXISTING) / INV 35 .OB W \ \ \ \ ~ ~ ZONE: R-I INV 374.08 W INV 378.76 E INV 379,52 S BERTIE WALL WIGGINS i:::;,: - - - - - - - a v ~ (EXISTING) AND OWNER DEVELOPER: WAKE COUNTY BOARD OF EDUCATION s~-{ I / ~ - - - \ I I ~ _ _ ` \ \ _ BURLINGTON M1LLS _AD (SR 2051) ~ _ \ \ ~Z 1 ~ ~ BESSIE WAKE DIXON 1551 ROCK QUARRY ROAD ARCHITECTS \ Ill ~ - ~ ~ ~ _I ~ 1 / / \ ) _ _ ~ \ \ ~ \ ~ ~ ~ PIN: 1758495036 RALEIGH, NC 27610-4145 _ - ~ _ _ ~ s l ~ DB 11256, PG 2438 - d••- ~ J ~ ~ ZONE: R-I .Ih.rchll.cl~s.rtAllnk.nal ~ _ - \ - REFERENCE: DEED BK 13179 PG 1360 7oxre.tbro.d.~r..~ ~ ' ~ ~ ? ~ ~ po.t otlic• box 66p \ I / ~ ` 1 ~ ~ ~ ~ ~ i''~ ~ _~L %-rr - ~~r"H8~-- ~ ~ ZEMPORAR T UGT ~1C1~ _l1GT ' ~GI---~~ - - - - - - - - - - - MB 2008 PG 1281 ¦n.cn nc x~eaa - oeea Gam- -~~r ~ ~ -ate- - - MPORAR~-ncr-- _ _ - - ~ T ~.i. non. xax xo~ a~x~ = \ \ ~ \ ~ CHECK / _ / ~ / ~ ~ ~ ~ , - r , / A~ v v ~ I ) ~ DAM / ~ / v I ' v ' 'v ~ r. A v - ~ - . ~ , _ I ENTRANCE ) ~ ~ - ~ CONSTRUCTION _ . _ - - ~ PIN 1758387160 i.= xex xot too \ T ~ - -~-I- --T--~-- -+-I- - ~ ~ ` ~ ~ UGT /UfiT UGT GT , r UGC -pGT UGl- ~ ~ UGl- GT - - - _ - -I - - ENTRANCE - - - - _ _ _ - ~ - \ / O / ~ - - - - - ~ ~ CURB & TIER ~ ~~r~Gl ~ ~ ~ ~ ~ ~ r ro -,mac ~ ~ \ ^ NOTES: 0 0 1 ~ / - - ~ - _ TRANSITI ~ l _ r - CU ~B & GUTTER " y ..CURB & TTER<, \ \ A ` ~ - U rn m i ~ \ ANSITION r ? ~ o, rn ~1 - / ~ / / / r - % s- ' f ~ ~ CURB & GU ~ ~ D A 45 / / ' ~ \ \ ` ~ \ ~ CTRANSITION \ ~ \ ~ \ 1.) ALL AREAS WERE COMPUTED BY COORDINATE CALCULATIONS. ~ M M . / , "~6 \ {DETAIL 45) f ~ //DETAIL 45 \ ~ ~ JAMES R. & MARY M. HOLT 15" RCP > ~ ~ I i -TRANSITION ~ > ! / / / / J PIN: 1758287782 INV 361.12E 15" RCP ~ - / (DETAIL 45) ~ / / / \ / ~ / ~ / \ \ ~ ~ 1 ) 1n~ ~ \ \ \ ~ N N / \ ~ \ \ ' ~ ~ ` \ ~ 1 \ - - - - ~ 2.) ALL DISTANCES SHOWN ON THIS PLAT ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. N N . Q D.B. 3380, PG. 16 INV 360.69 W INV 363.49E ` I / ~ / / / / / / Q B.O.M. 1984, PG. 1D70 MICHAEL A. & KATHY C. MOSS INV 363.46 W ~ / / / / / / \ / / \ / ~ \ ~ ` / ~ \ V vv / ~ o \ \ \ / \ ~ Q ZONED: R-I PIN: 1758289702 ` / / f / / / / / / / j _ D.B. 13170, PG. 1237 ~ ~ 3~8 / h / f / / / / r - \ \ \ ~ / ~ 3. THIS SURVEY IS SUBJECT TO THE FlNDINGS OF A COMPLETE AND ACCURATE OPINION OF TITLE AND GOES NOT Z w \ \ \ \ / \p ) - B.O.M. 2008, PG. 1247 f / / / / / s ZONED: R-I \ I / y 5 r \ \ \ ` i ~ \ NECESSARILY SHOW ALL ENCUMBRANCES ON THE SUBJECT PROPERTY. ~ o \ / I ( / / / ~ \ ~ \ ~ ~ mot- ` ° ~ ~ 4.) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, RESTRICTIONS, RIGHTS-OF-WAY, U11LmE5 OF RECORD, AND ~ \ \ I \ \ / 38~ ~ ~ \ / \ \O ~ AGREEMENTS, IF ANY, AS THE SAME MAY APPEAR IN PUBLIC RECORDS IN THE OFFlCE OF THE REGISTER OF DEEDS, ~ m 383 ~ ~ ~ ` ) \ \ CLERK OF COURT, TOWN OR COUNTI' TAX OFFlCES OR WHICH MAY HAVE BEEN ACOUIRED BY PRESCRIPTNE USE. ~ •e I I -o X33 ~ / / ~ d \ o a ~ \ o ~ \ \i 5.) THIS MAP REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY ONLY. UNDERGROUND U11LfTIES SHOWN HEREON w ~ ~ ~ ~ ~ WERE SURVEYED BASED UPON ABOVE GROUND EVIDENCE AND PARTIAL UilLfiY COMPANY PAINT MARKINGS. HENCE { p EXCAVATED DROP INLET PROTECTION Tem ora \ \ / ~ y \ \ ~ ~ o~ - ~ THE ACTUAL LOCATIONS OF 5ND UiILITlES MAY NOT BE EXACTLY AS SHOWN. THE UTILmES SHOWN HEREON MAY INLET DISTURBED REQ *WEIR PROP **REQ PROP PROP BOTTOM BOTTOM BOTTOM BASIN AREA AREA Q-10 SURFACE LENGTH WIDTH DEPTH LENGTH SURFACE VOL SIDE SLOPE VOLUME AREA WIDTH LENGTH ~ ~ \ t ~ / ~ OR MAY NOT COMPRISE ALL Ui1LmES IN THE VICINIII' OF THIS SURVEY. OTHER PHYSICAL IMPROVEMENTS, U11LmES, 1 Z C? _ ~ \ \ 1 ~ I ~ # ACRES ACRES CFS SQ FT FT FT FT FT SQ FT CF FT/FT CF ~ SQ.FT. FT FT \ \ \ \ ~ . \ ~ _ AND OTHER SURFACE OR SUB-SURFACE FEATURES MAY EXIST WHICH ARE NOT SHOWN HEREON. ~ N ~ " p ~ 0 r ~ I 2 \ \ o ;~76 / / ) / PDI# 1 0.59 0.59 2.13 928 50 33 2.0 10 1,634 2,124 2:1 2649 1037.5 26.30 39.45 \ ~ ~ ~ / / / I f / 386 6.) THIS PARCEL IS DEPICTED AS LYING IN FLOOD ZONE X (OTHER AREA) AS SHOWN ON FEDERAL EMERGENCY Z I PDI#20 0.46 0.46 1.66 723 42 28 2.0 10 1,176 1,656 2:1 1833 680 21.29 31.94 \ o°j, `PO 1 ,gym • s1 ti / I / o / / I MANAGEMENT AGENCY FEMA NATIONAL FLOOD INSURANCE PROGRAM NFlP FLOOD INSURANCE RATE MAP FlRM ~ ~ ~ / ~ ( 90 ~ ~ PANEL 3720175600) EFFECTIVE DATE MAY 2, 2006. N \ J ,9 3>8 ~ ~y5 / \ PDI#19C 0.07 0.07 0.25 110 15 10 2.0 10 150 252 2:1 140 14 3.06 4.58 ~ 1 \ ~ ~ / \ ~ t w~ y. - --1 ~ \ \ ~ I l , ~'C PDI#196 0.05 0.05 0.18 79 15 10 2,0 10 150 180 2:1 140 14 3.06 I 4.58 W \ ( ,a / _ BYPASS SWALE 1 WITH 7. HARDWOOD TREES 18" IN DIAMETER AND OVER, AND PINE TREES 24" IN DIAMETER AND OVER WERE SURVEYED Z = z PDf#19A 0.27 0.27 0.97 425 26 17 2.0 10 434 972 2:1 568 157.5 10.25 15.37 ~ \ \ ~ I I ~ \ 3 \ y ~ ~-~g ~ - EXCELSIOR MATTING AND ARE SHOWN HEREON. OTHER TREES OF SMAU~R DIAMETERS EXIST BUT ARE NOT SHOWN, REFER TO THE C,~ z z ~ _ ~ _ ~ ~ ELECTRONIC FlLE FOR TREE TYPES AND SIZES. Z N _ 0 1 \ ~ 1 I I I _ *MINIMUMWEIR LENGTH =10' j \ ,°o \ ` I I I I \ ` _ / / .a~. ~ E , \ ~ 8.) THE VERTICAL DATUM FOR THIS SURVEY IS NAVD '88. THE CONTOUR INTERVAL IS EVERY 2 FEET. ~ 3 / - ~ o / - i **REQUIRED VOLUMED IS 3600 CU FTIDISTURBED ACRE ~ JOHN E. & ERMAF H. CHAMPION o 1 1 1 1 ` ~ I PIN: 1758289387 \ Z ~ 1 ' \ 1 \ ~ ~ ~ - - - _ ~ 9. NO ACTUAL SITE SURVEY HAS BEEN PERFORMED BY BARTLETT ENGINEERING SURVEYING AT THIS TIME. BOUNDARY i / i y ~ - ~ ) TEMPORARY SEDIMENT TRAP SCHEDULE WITH SKIMMER-PHASE 2B DB 8D80, PG 2,,, \ \ ~ . ~ & TOPOGRAPHIC INFORMATION WAS PROVIDED BY ARCADIS - G&M OF NORTH CAROU INC. SURVEY MAP DATED T L ~ 3 ~ ~ OCTOBER 2 2008. Q' T / / ~ ( ~$5 n ~ ZONE: R-I ~ ~ ` \ \ I } / TOTAL DISTURBED REQ *WEIR 1 PROP **REQ PROP BAFFLE PLACEMENT \ \ \ \ \ \ ~ ` _ ~ / y i / 6~ ~ - - _ - \ i \ l ~ / BASIN _ AREA AREA Q-10 SURFACE LENGTH WIDTH DEPTH LENGTH BAFFLES SURFACE VOL VOLUME ~ (MEASURED FROM INFLOW END) \ \ \ l \ ~ I ' / - r' ~ _ _ CHECK ~ \ \ 1 \ ' ~ \ ~ / # ~ACRES~ ACRES ~ CFS SQ FT FT FT FT ~ FT ~ REQ SQ FT CF CF BAFFLE 1 BAFFLE 2 BAFFLE 3 ) ~ / / `J 5d ~ ~ - - ' _ - - ~ DAM 1 \ CONTACT LAND OUALTTY AT (919) 79}-4200 PRICK TO BEGNNAJC3 OF ANY 3$- / ~ / ~ I:'i; ~ ~ \ CONSTRUCTION CR A NOTICE CF VIOLATION WLL BE tSSU®. \ I l 1 / TST#2 PHASE 26 0.41 0.41 1.781 7741 40 20 3 10 YES 802 1,476 2,406 14 24 34 ~ I 1 ~ \ .n / *MINIMUM WEIR WIDTH =10' 1 \ I ~ \ _ J / - - i **REQUIRED VOLUMED IS 3600 CU FTIDISTURBED ACRE \ \ \ ` u - , - - ` , ~ \ \ I NOTE: EROSION CONTROL SHEETS ARE FOR ROUGH GRADING ONLY• F,p ~ i ~ ~ \ ~ \ NG & SURE \ ~ ~ .~3 ~ _ ~~1 ~ ~ \ \ DITCH CALCULATIONS ~ \ ' 3, 8-~ ~ _ ~ - _ _ - SEE SHEET C3-C3.2 FOR DETAILED GRADING & STORM DRAINAGE _ - ~ \ \ 10-YEAR DESIGN STORM ~ 1 e \ \ 38 ~ _ _ I ~ 1 \ > - 1 \ - o - ~ SEE SHEET C6-6.1 FOR WALL ELEVATIONS , N 0.0151 ~ SILT ~ , - - _ _r.,,•,,,. i , i . ,31g / ~ _ - ~ \ ~ : ~ N 89'4621 ° W, _ ~ ~ Oy ~ _ / LOCATION ~ REQUIRED DITCH BOTTOM FLOW SIDE FLOW WEfiID HYDRAULIC MANN. ACTUAL TOP SHEAR TEMP. FENCE ~ ~ ~ • i FLOW SLOPE WIDTH DEPTH SLOPE AREA PERIN~TBT RADIUS VEL. CAPACTIY WIDTH STRESS LINER \ 1 I \ L I ~I _ _ = I; ;.,I~.; - - , - 3~ , ~ \ z5oo' \ CONSTRUCTION SEQUENCE: r ~ Q s d M A P R V Q W Ibsls .ft. REQUIRED 1. 1 ~ ' Y ( 4 ) ~ 1 ~ 8, \ ~T o \ SEAL - ' 3~a' \ ~ ~ - ' ~ PHASEI -INITIAL //SHEET C5 = ~ 20106 TDN#1-PIiASE1 14.43 ~ 0.0200 2 0.55 3 2.01 5.48 0.37 ~ 7.19 14.43 5.30 0.69 YES ~ 1 \ s~ _ ~ / ~ / ~ _ ~ ~ ~ \ - - ' \ PHASEI -GRADING SEQUENCE (SHEET 5.1) 1 1 \ ' - - TDN#1A-PHASEI 11.11 0.0210 2 0.48 3 1.63 5.01 0.33 6.81 11.11 4.86 O.fi2 YES 1 I ~ J. \ \ ~ _ _ ~ - ` ~ 1 \ \ PHASEI 2-TRANSITION SE UENCE SHEET 5.2 %P° `~'GINE~`~ ~,c - ~ \ F TDN#2-PHASE1 20.20 0.0110 2 0.75 3 3.19 ~ 6.75 0.47 6.33 20.20 6,51 0.52 YES ~ I ~3 \ i / I ~ ~s l \ ~ .r , \ \ ~ . - \ Rr ~ / _ _ 316- ' \ ~ \ , - ~ PHASE2-GRADING SEQUENCE (SHEET 5.3) g, gP -~,`I. TDN#3-PHASE1 20.55 0.0155 2 0.70 3 2.85 6.41 0.44 7.21 20.55 6.18 0.67 YES ~ I I \I r ~ DETAIL SHEETS (SHEET 7.8 AND 7.9) 3j I ~ \ \ TDN#4-PHASE3 \ V .1374 _ I4:.~ . 1.18 0.0320 2 0.12 3 0.30 2.79 0.11 3.99 1.18 2.75 0.25 ~ YES \ I 1 I ~ { ~ •4; ; " • ••••I BYPASS SWALE#1 7.91 D.0140 2 0.39 6 1.69 6.74 0.25 7 1 'S~~ ~ ~ ~ - / 4.68 .9 6.68 0.34 YES \ I ( ` ! \ _ _ . - - / / \ \ ~ ^ \ 1. OBTAIN PLAN APPROVAL BEFORE STARTING PROJECT. Q S \ y _ / 3>n, ` ~ ~ NO WORK TO BE DONE ON SITE UNTIL THE SEDIMENTATION AND EROSION BURLINGTON MILLS RD NORTH 2.98 0.026D 2 021 6 0.67 4.50 0.15 4.48 2.98 4.47 0.33 YES \ ~3; ~ \ \ \ ~ ~ / ' ~ _ ~ I C I I 3 a, \ 3,^ a SILT FENCE O R 60 ~ \ \ ~ ~ ~ ~ \ ~ CONTROL PLAN HAS BEEN APPROVED AND PERMIT ACQUIRED. BURLINGTON MILLS RDSOUTH 7.10 0.0100 2 10.40 I 6 1.77 6.88 0.26 4.02 7.10 6.82 0.25 ~ YES \ \ \ , \ ~ \ s ° - - - ~ I I l \ ~ - AND AROUND \ 2 ~ - UND / - \ \ Y ~ 2. CONTACT NCDENR-LAND QUALITY AT (919) 791-4200 BEFORE ANY LAND DISTURBING J _ .3>3~ ~ y , \ ~ ~ r ~ 1 1 ACTIVITIES OR A NOTICE OF VIOLATION WILL BE ISSUED. WALLA-SWALE#1 0.56 0.0556 0 0.20 3 0.12 1.26 0.09 4.87 0.58 1.20 0.69 YES \ \ \ \ ~ ax~E -3jr ~ / - ~ J~ i r, _ ~ PIPE OUTLETS ' WALL A-SWALE#2 0.87 0.0042 1 0.25 3 0.44 2.59 0.17 1.98 0.87 2.51 0.07 NO ~ \ ~ I \ \ \ ` \ ~ \ ' ' \ ~ \ - - ~ _ ~ , 0 I ~ . , • . ; r ' ~ 1 3• INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING \ I 31 \ ~ ~ - 3.74 ~1 ~ ~ (INCLUDING DEMOLITION) ACTIVITIES. \ \ 1 A~ f ~ \ '3s ~ 1 - - DISSIPATOR PADlOUTLET PROTECTION SCHEDULE \ \ \ ~ \ \ \ \ \ ~ or,I \ _ s, > _ ~ 1 .3.74 ~ \ \ -3 , ~ _ - V ~ ~ 1 / ~ ~ I ~ ~ \ \ \ \ \ \ \ 162 ` 6~_ l ' ~ 1 - (NYDOT METHOD) ~ \ \ \ \ \ \ \ ~ ~ ~ \ \ \ \ ~ ~ 36 PROVIDE ARC FILTER FOR / ' ~ - - ~ i PHASE2-GRADING SEQUENCE: d ~ ~ ~ ~ ( ~ M ~ \ I / 1. CLEAR SUFFICIENT AREA TO INSTALL SILT FENCE ALONG CLEARING LIMITS AND ACCESS DRIVE "C°. 7t NUMIBER APRON APRON STONE D50 \ \ \ \ \ \ f I 1 \ ' ' _ N ~ 1~ ~ 1 ~ BA L UNTIL RISER / ~ / ~ / TEMPORARY SEDIMENT TRAPS TO BE INSTALLED AND PROVIDED WITH TEMPORARY GROUND COVER BEFORE LOCATION Q(full) Q (10) V(full} V(10) PIPE DIA I OF PIPES LENGTH WIDTH ' CLASS DEPTH I STONE \ \ \ ~ OZ \ ~ • X4824 ~ ` \ \ \ ~ '366- - \ ~ FES 3 I \ N 80.17 , \ \ \ \ ~ - \ ST RE IN PLACE ' ~ \ ~ ~ _ - , . . CFS CFS FPS FPS INCHES ZONE La FEET FEET STONE INCHES SIZE \ ~ \ \ \ ~3, \ \ \ ~ I ~ r ~ / / / ~ 38p f TEMPORARY DIVERSIONS ARE BUILT. ' / / , f f 2. BEGIN CLEARING AND GRADING AND MAINTAIN DEVICES AS NEEDED. PROVIDE SILT FENCE DOWNSLOPE OF ~ \ \ \ \ \ b \ ~ FES1yl1 FES#8 9.68 2.65 7.89 2.16 15 1 4 1 5 3.75 A 18 2"-6" \ \ \ \ \ 1 ~ \ \ S~ - ~ ~ - ~ \ p • FES~l1 ~T3 ~ ~ , ~ ANY STOCKPILE OR WASTE AREAS. Z FES#7 ' 1020 627 8.31 5.11 15 1 4 ~ 1 5 3.75 A 18 2"-6 \ ` \ \ ` 1 ~ \ \ \ \ Bq \ S ~ - . • \ ~ l ~ - f i ~ 3. AFTER ROUGH GRADING IS COMPLETE BEGIN CONSTRUCTION OF STORM DRAIN SYSTEM. PROVIDE OUTLET w j ~~~n ~ ~ ' ~ • ` ~ ~ PROTECTION (DISSIPATOR PADS) FOR STORM DRAIN OUTFACES. FES#6 7.90 2.65 6.44 2.16 15 1 _ 4 1 5 3.75 A 18 2"~ \ 1, \ 1 ~ ~ 3` ~ _ ~ - ~ _ ~ ~ , . , UNTIL BOXES ARE BUILT AND YARD INLET DEVICES INSTALLED INSTALL AND MAINTAIN STORM DRAIN UND R } - } 4. E ' i; . FES#5 15.97 11.29 5.09 3.60 24 1 4 1 8 6 A 18 2"-6" \ \ \ \ \ 1 1 1 ~ \ ~ \ _ - \ _ - ~ . - 1 ^ ~ _ FES#4 12.85 12.38 17.27 7.01 18 2 6 1 9 4.5 B 22 I 5"-12" 1 ~ \ \ ~ I \ \ ` ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .I • r J • ~ ~ ~ ~ • , ! : IG• I ` ~ ' ~ CONSTRUCTION DEVICE AT END OF DAY OR ONSET OF RAIN. ~ FES#3 140.96 130.58 8.34 6.23 I 30 2 6 1 15 7.5 B ~ 22 I 5"-12" i 1 \ ~ \ I I ~36i~ \ _ - - - ~ \ ~ ~ ~ _ ~ ~ \ ~ I ~ ~ ~ .3 ~ _ _ iN~ i~. , ~ 5. USE BLOCK AND GRAVEL DEVICE OR ACCEPTABLE ALTERNATIVE IN PARKING AREAS OR ACCESS • ~ I \ / ij / ,-j IS 3.> ~ - _ - ' ROAD DROP BOX INLETS. ~ I I ~ I I \ - ~ .I . .I / I FES#2 36.64 36,17 7.46 7.37 30 2 6 1 15 7.5 B ~ 22 ~ 5"-12" 1 I 1 ) \ - I ~ f i , - ~ • / i~' ~ ~ 9 ~ ~ / i - - _ I ! - - ~ 6. CURB INLET OR BLOCK AND GRAVEL INLET PROTECTION TO BE INSTALLED AFTER GRATES ARE D FES#1 28.96 19.43 5.90 3.96 30 2 6 1 15 7.5 B 22 5"-12 I I I ) ~ ~ p, ~ WETLANDS _ - h ~ f ~ ~ ~ ~ ,3~ ' f , ~ ~ ' ~ SET OR AS SOON AS BOX IS BACKFILLED. ~ I I I I I ~ - - - - ~ 1 ...I I FES#C3 11.17 7.64 19.11 6.39 15 2 6 1 7.5 3.75 B 22 5'-12" I 1 ' ~s / ' FES#C2 11.17 110.87 ; 9.11 8.86 15 2 6 , 1 7.5 3.75 B 22 I 5"-12" ~ ~ I I ~ s_ ` - - - - ~ ~ ' ~ r I I ~ ~ i ~ 5 ~ 5 ~ - 7. INSTALL SILT FENCE OVER AND AROUND PIPE OUTLETS. m I ~i / , r , i I I ~ J / v - - ~v - .v. ~ ~ FES#C1 8.64 12.38 7.04 10.09 15 2 6 ~ 1 7.5 3.75 B 22 5"-12" J I / I \ ~ ~ ' 1 I - ~ I ~ y / , I ~ - \ _ - 8. AFTER STORM DRAINAGE SYSTEM AND CURB AND GUTTER HAS BEEN INSTALLED AROUND BUS ~ / r /r / rl / ~ ~ / ~ . ' ~ ~ ' ~ - LOOP, TEMPORARY SEDIMENT BASIN~2 CAN BE REDUCED IN SIZE. SEE TEMPORARY SEDIMENT ~ FES B 96.06 _45.69 ' 19.57 9.31 30 3 8 1 20 7.5 1 24 5"-17" / - / / r I ~ 3So_ _ - - - - - - - - - - ~ 'J' - - / / I 1 I f ~ • ) I ~ ~ ~ .~S ~ ~ ~ , ~ TRAP CALCULATIONS TSB#2 PHASE2 FOR PROPER SIZING. ~ FESA 7.42 9.52 4.20 5.39 16 1 4 1 6 4.5 A 18 2"-& ~ / I - \ B - ` ~ I~ ..PLUNGE POOL ~ ~ / 7 / / / f ~ ` a / ~ / °I- 9. PARKING LOT AND.BUS DRIVE ENTRANCE DN WEST SIDE OF BUILDING CAN NOW BE COMPLETED. •Y ~ / ~ LS#2 2.OD 2.00 5.73 5.73 8 1 4 1 3 2 A 18 2"-6" \ / ~ / / I - - - - - - - _ " ~ 'I r ~ ~ ' / ~ ~ f / - _ _I / \ X357 ~ , (SEE DETAILS) ~ 1 1 _ - / / La -LENGTH MULTIPLIER (x DIAMETER) I ~ \ ~ , - - - _ - - I _ , ~ ' f ^ ~ , ' , ~ , / ~ 7 , , / ~ / " ~ / / / - 10. AFTER CONSTRUCTION OF RETAINING WALLS, BEGIN BACKFILLING AREAS TO PROPOSED GRADE. M / / / r l ~ ' / r r / / / ~ ~ - TEMPORARY SEDIMENT TRAP TSB~2 PHASE2 CAN BE RESIZED TO TS8~2 PHASE 2B (IN = WIDTH = 3 x PIPE DIAMETER _ _ ~ \ \ \ \ _ - _ 356 _ - - - - I FESA ` _ ~ _ , y / i / l/ ~ l , / / ~ ~ I ~ / , / / / / / j / A _ / / / / ~ CONJUNCTION WITH CONSTRUCTION OF BIORETENTION AREA#3) AND EXCAVATED DROP INLET ~ / / % / / 38 r / - - PROTECTION PROVIDED F R AR AR N i ~ , ~ / / , / / ~ ~ ~ ~ , i / / ~ II 0 EAS OU D BASEBALL/SOFTBALL FIELD. Q I \ \ I \ _ - _ ,vim ~ / ~ / i / ~ w ~ / / / / , / / / / / i ~ AFTER UPLAND AREAS HAVE BEEN STABILIZED, CLEAN OUT SEDIMENTS FROM TSB#1/DETENTION POND ~ r i / / /l / , / / / ~ J ~ AND CONVERT COMPLETELY TO DETENTION POND AND ALSO FOR BIORETENTION AREAS. RESTORE I I V I ~ v A V A ~ -35 • a~ ~ r ) l / ~ ~ ~ ~ r / / ~ ~ I ~ - - DETENTION POND AND BIORETENTION AREAS TO DESIGN ELEVATIONS AND STABILIZE BANKS WITH / ~ ~ ~ / / / ~ / / ' / I I O P RMANENT S IN . F N N 1 l \ I COFFER DAMS WITH PUMP - TEMPORARY _ _ ~ 1 ~ 7 ~ 'i / ~ ~ y lr, v I I I vv - - - ~ ' I ~ I \ \ \ \ 353 DIVERSION#4 WITH _ - ~ : \ ' / / ~ ~ ~ r / / / / may, / / ~ / / / / / / / ~ I ~ E EED G I ALIZE CO STRUCTION OF SCOUR HOLES AND LEVEL SPREADERS. PROVIDE ~ / / ~ / / % ~ PERMANENT SEEDING OF OUTER 20' OF NEUSE BUFFER DOWNSTREAM OF LEVEL SPREADERS. r ~ ~ AROUND AND SILT BAGS ( - ,1 \ \ ~ .3 - ,EXCELSIOR MATTING ~ / / / ~6~ / ' ~ / / ' / ~l i / / ' / •I / 1 r f / , ~ / ~ 11. VEGETATION TO BE ESTABLISHED ON SLOPES WITHIN 21 CALENDAR DAYS OR SOONER, OF COMPLETION l I . , A\ , vA ~ v TO BE USED FOR PIPE ~ sz ~ , • , / ~ / / / / / / / / / r / / % / / J / OF ANY PHASE OF GRADING ACTIVITIES. / ~ i I / , 1 I , , _ / - ~ \ 1 \ CROSSINGS (SEE DETAIL - -3s1.~ , , ~ ~~3• y ! ~ ~ / , / / / t ~ l\\\ ~ ~ B O'BEfEf~T , 7 ~ i ~ l . ~ / A v vSHEET C-7.10 - -3 ~ / 70 of ~ / ~ / ~ / / ~ 1/ / / ~ / / • J> Cp 12. NO SEDIMENT AND EROSION CONTROL MEASURE WILL BE REMOVED WITHOUT APPROVAL OF NCDENR. / / / / y , a I,~, / 1..; ~ ~ / / . / ,~3 i r- ~ / / 38~ / ~ , ~ GENERAL NOTES: I ~ - - ` , \ 349- . _ w ~ ~ / 1 ! J / ~ , ~ ~j ,n~;;.:. / / / ~ I~~ ,i/ ~ I-- / / ~ ~ / / l' 'I I CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN CONSTRUCTION AREA PRIOR TO STARTING OF CONSTRUCTION. DURING r i_~ f ` \ 1 % \ \ 348- ~ I' ` / / J ~ ~ / ~I ~ . ".F,1 / / ` / / / / / / ~ / ~ ~ ~ / II CONSTRUCTION, CONTRACTOR SHALL VERIFY FINAL GRADES AS SHOWN ON THE DRAWING. IF ANY GRADES NEED TO BE v ~ v - ~ ~ 1 ~ ~ ~ -347 SILT ~ I!/ i r' • ~ / ~ / -v _~v v ~ - NCE ~ 1, ~ ~ 1 I I ~ / _ _ ~ ~ \ ~ ~ .346, ~ ~ / ~ ( I / / / ~ / ~ -383 ~ / / ; • REVISED DUE TO UNKNOWN CONDITIONS, THE REVISED GRADES SHALL BE NOTED. ANY REVISIONS TD THE GRADING PLAN / / ~ ~ ~ / y ~ / / / / ~ / , ~ ~ !J ~ . SHALL BE APPROVED BY THE ARCHITECT AND CIVIL ENGINEER PRIOR TO ANY REVISIONS BEING PERFORMED. ~ _ ~ v _ i I Ir 1 ~ / / ~ / / I ~ CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS & PERMITS / \ I ~ ( ~ 382 / ~ ~ L ~ INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. / \ / / ~ I , CONTRACTOR IS RESPONSIBLE FOR COORDINATING RE UIRED INSP TIN . • • ti / / / / ~ O EC 0 5 / / / ~flF / ~ ~ -F~ . ~ \ ` / / ~ 343 ~ 1 I ~ ~ \ \ \ \ \ I 1 I ' I ~ 1 ~ ~ ~ ~ ~ /381 % A ~ \ Leo, s ~ \ ~ \ _ ~ 34 - i 2B 1 \ , \ \ , I I / ~ ~ I 1 \ ~ .C - v ~ _ 1 I 1 l ~ ' 6v ~ ~ / CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING UTILITIES 48 HOURS MINIMUM PRIOR TO \3 . i ~ J / / / / / \ / / EXCAVATION. ~ 3 2 r \ \ ~ / / / / / / 0 ~ \ ~ • i SIDEWALKS ARE TD BE 3000 PSI AT 28 DAYS AIR ENTRAINED CONCRETE. CONCRETE THICKNESS TO BE 4° UNLESS NOTED / / / / / op rLIFF ST O (lF~, \ \ \ _ ss ~ ~ ~ , 1 1 1 1 \ \ \ l 1 \ \ \ ~ , \ 38 81\ / / / ~ / ~ OR SHOWN OTHERWISE ON THE PLANS. SCORE SIDEWALK AT 5' ON CENTER OR AS SHOWN ON THE - / / / I qy ~ mot, ~ - i'`-, \ , 1 ~ \ \ ~ \ \ \ \ \ ~ ~ ` \ ~38~ / i / / ~ / \ ~ k~ ~ ~ ~~~i 346- \ ~ ~ \ ~ \ \ 1 - \ \ \ ` ' ~ \ \ ~ 1 ~ \ \ ~ 1 ~ .3>o g ` \ , ~38p ~ y ~ 1 ~ ~ , ~r 7 / ~ ~ LANDSCAPE/ARCHITECTURAL PLANS. PROVIDE 1/2" EXPANSION JOINTS AT 30 FT. INTERVALS AND WHEN SIDEWALK EITHER ,3~0 9\ \ r 1 ~ i/ / / / , / / \ / r ~ ABUTS A STRUCTURE OR CHANGES SIZES. MINIMUM TRAVERSE SLOPE TO BE 1/4" SLOPE PER FOOT. ~ 3j v I / ~ / ,C ~ / ~ ~ / / \ / \ ~ / THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT OR CITY ~ \ / / r ~ / ~ / RIGHT-OF-WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND B, / / ' / / / / / l r NCDOT STANDARDS. / \ \ ~ - ~ \ \ \ J 1 I • ,•.,•I:,; ; , / / / \ \ / ~ EXCAVATION AND GRADING PLAN NOTES: N F i / / / / / ~ , / / / \ , ' \ - -34s _ ; - _ I \ \ \ ~ \ ~ ~ EXCAVATED DROP \ ~ P JOHN E. & ERMA H. CHAMPIDN ~ / / ~ ' ~ _ - - ~ ~ \ ~ ~ ~ ~ - - - \ \ ~ • \ ~'9.;; \ \ \ INLET PROTECTION \ \ u \ 1 ~ . ~ / / / / / / _ - \ -350 , \ ,r(` ~ ~ ` '.ti ";•;•;~;.;•~•~~F;~%"+'' ~ / ~ • ~ / y\ / DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO LAY-OFF FOOTINGS. SEE • ' / I~ / ~ / / ~ / ARCHITECTUAL PLANS. PIN. 1758289387 ! , / / - \ \ \ ~ ~ \ ~ ~ \ \ \ \ \ DI S 19A 20 21 • \ 1 DB 8080, PG 2111 / i ~ \ / / / \ \ ~ 11 \ 3ii:::~ \ ~ r r ) \ ~j ~ .t ~ ~ U ZONE: R-I i ~ / / • ~ \ \ \ \ f \ ~ \ \ \ \ ~ \ L ';~;,t;?~~~, ~~t~•f'~ / r ~ / . ~ - CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO T-I •.,;r,t• _ / / ~ THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. ~ ~ / ~ ~ ' ~ / / / ' / ~ _ ~ \ \ \ T ~ - ~ \ ~ R ENFORCED \ \ ~ \ ~ ~ 369 \ ~ \ \ ~ ~ - / / / / / / • , ~ ~~s ~ \ ~ - _ \ - SILT FENCE \ ~ \ \ \ ~ ~ ~ \ _ ~ r / / . - ~ _ J i- ~ / ~ . , ~ v\ CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES. ~ / - PDI 20 \ - - / r J / i - ~ ~ ~ / / ~ UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF - ~ ~ - ' s ~ . ROPOSED / ~ ~ / / / / \ ~ ~ Sys \ ~ ^ \ \ ~ \ \ WA'':"I;;':: \ \ \ 36 \ ~ ` \ ~ ` ti ~ \ . 1 s ~ ~ - , ~ / ~ / ~ ~ ~ ~ - _ - _ OFF-SITE BY CONTRACTOR, AT AN APPROVED PERMITTED LOCATION. ~ - - ~ / WALL / - - ~ / / / ~ 55 ~ \ - - - ~ \ \ \ \ f r ~ \ 3 ~ ~ ~ ~ \ \ \ \ s ~ PDI 19C~ \ ~ / / / / / / i -356 \ \ \ \ \ \ \ ` 1 c \ 3' ~ 9C - - - - ~ / ; ~ _ 1;, ~ - BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED BY THE SITE PLAN. ~ - - / ~ \ \ - CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF TH PR Z / / / ~ _ ~ / / / ~ ~ ~ \ \ _ \ \ , \ \ 1 \ \ 1 1 ,PDI#21 I \ ~ - _ _ - _ , ~ ~ E OJECT LACK OF THE PROPER i•-a ~ ~ X ~ ~ ~ - ~ _ WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE '--I l ! ~ / ~ / i ~ -357- , - \ ~ \ ~ \ \ \ \ \ \ ~ I m 1 1 / - - BEEN REPLACED TO THE OWNERS SATISFACTION. O \ / ~ \ H d' / I, ~ / / ~ ~ / _ / / ~ \ \ ~ \ ~ \ ti ~ ~ \ \ _~51, \ 1 \ \I \ •~:'6i~,. 1 I I I I ~ \ I I 1 ~ , .7~ `I ~I~ J~B I e • \ ,f I,.._~\ _ `II ItG'CK IV JUILJ MLrUKI rUK UIKCUIIUIVZ, LAN t-\KlrlYYUKr, ANU JUt:SuKAUL YF(LYAKAIIUN, Ir AVAIL.ACLt. \ N / / / - - , 359 - \ \ \ \ s7 ` STRUCTURAL FILL: W 2 -360 \ \ \ \ n~~ \ ` / \ \ \ ~,::;._;;•t:::•... SEE SPECIFICATIONS OFFSITE BORROW / TRENCH BORROW: 2 Q 361- - \ \ ss, \ \ _ / fl \ LEVEL SPREADER \ PDI#196 'PDI#196 \ \ SEE SPECIFICATIONS 0- Z = 371-------x - - PROPOSED FES 362-~ s Z ;:;;::::.::;:;:;;;;;::::EXISTING CONDMONS: W J THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE CONDITIONS BIORETENTION AREA 2 111 / ~ ~ I ~ ~ # #2 / - AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR POSSIBLE H -363 - - - - \ \ sa I \ \ \ I l \ P- OF--PLANTING / / t I / - - \ I I \ \ \ \ \ 0 ~A ELEV: 366.40 BIORETE TION~ AREA-fl CLARIFICATION OR RECONCILIATION. N f1 D `TOP UF'1'LAWING r Jog - r, I\ J W W ADA AND LEGAL DISCLAIMER: W O MEDIA ELEV 369..DO/ 368 EUSE~RIVER BUFFER \ \ THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE ADA OR OTHER LAWS. I ~ - N / O cn (50~FROM TOP OF-BANK)- / ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS, THE OWNER SHOULD HAVE THIS ? ^367\ ~ / - 1 DOCUMENT REVIEWED BY HIS ATTORNEY TO DETERMINE LEGAL COMPLIANCE- ~ - \ I I ` I ` 363 \ \ \ \ \ \ \ - ` _ - \ CONSTRUCTION SAFETY: U THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY SHALL BE SOLE Q O 1 \ - _ I \ \ I r X66 \ u \ \ - - , - \ \ 8716 ~ • 6 N - - \ RESPONSIBILITY OF THE CONTRACTOR. Z O 75.Sg' , - ~ 90.23' 67,16- 60.53,_ _54. 1 ' TOTAL) / 365- 20 U r9 ( LFGFN (n - 73.6 \ / - 4 8' \ 75-0: 74. \ i ,59A W - - \ / \ - _ o EXISTING IRON PIPE VJ U 1 \ \ 1 75.0' r / 75.02' 74 96 A EX1S 11NG CONCRETE MONUMENT W ~ J 128.6 1' l 4.94' 17 EXISTING PK NAIL G- Z m EROSION CONTROL LEGEND 0< EXISTING WATER VALVE d AXLE ! - - - \ \ \ \ L- - \ \ \ \ - -6 EXISTING FIRE HYDRANT Z N L EL SPREADER - - - _ r S l #2 ELEV- EXISTING CONTOUR ® OUTLET PROTECTION CD EXISTING WATER METER 0 LOT 109 LOT 110 LOT 112 LOT 117 ELEV PROPOSED CONTOUR TEMPORARY SEDIMENT TRAP O EXISTING MANHOLE V J I- Z 12 \ I LOT 114 LOT 115 LOT 116 - • - LIMITS OF DISTURBANCE WITH BAFFLES # EXISTING LIGHT POLE < J LOT 108 - - LOT 105 LOT 106 LOT 107 LOT 111 - LOT 113 -X - SILT FENCE EXCELSIOR MATTING FOR -0- EXISTING POWER POLE Z elf O LOT 101 LOT 103 LOT 104 LOT 102 TEMPORARY DIVERSION EXISTING GUY WIRE W = U ~ ROCK CHECK DAM Co ? EXISTING ELEC TRANSFORMER u CD W LOT 96 LOT 97 LOT 98 LOT 99 LOT 100 CONSTRUCTION INLET PROTECTION ? EXISTING TELEPHONE PEDESTAL CD Y J ~ I ill ~ ENTRANCE /EXIT Q W ~ - TEMPORARY DIVERSION ®EXISTING CABLE N PEDESTAL ~ d- HAMPTON POINTE - PHASE FIVE HAMPTON POINTE - PHASE FIVE BOM 2006, PG 814 - 815 / I I I V BOM 2006, PG 814 - 815 ARC FILTER o EXISTING SIGN VARIOUS OWNERS / ZONE: R-I I, m I VARIOUS OWNERS ` J ZONE: R-1 ® SILT FENCE OUTLET EXISTING TREE COMM. NO. EXISTING SHRUB p i EXISTING WOODS LINE DATE NOV 2008 I p 0 EXISTING WATER LINE I Q EXISTING SEWER LINE DRAWN PPH, JM e I EXISTING STORM SEWER LINE EXISTING GAS LINE FILE NO. EX MH "pvc~ RIM 367.94 w - EXISTING OVERHEAD ELECTRIC . EVENING SHADE A VE DITCH CALCULATIONS-FULLY VEGETATED CHANNELS INV 359.64 (IN) / ~ W 60' PUBLIC 1 -P1C 10-YEAR DESIGN STORM (n VALUES OBTAINED FROM CHART 8.05c OF THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL) °r GRAPHIC SCALE RIGHT-oFWAY n EX MH a- Pvc o 60 0 30 60 120 240 SHEET LOCATION PERM DRAINAGE C REQUIRED DITCH BOTTOM FLOW SIDE FLOW WETTED HYDRAULIC MANN. ACTUAL TOP SHEAR VR FROM CHART RIM 374.15 IX MH RIM 371.31 LINER AREA COEFF FLOW SLOPE WIDTH DEPTH SLOPE AREA PERIMETER RADIUS VEL. CAPACF Y WIDTH STRESS (R(V) INV 365.64 (IN) e" 8.05c IW 361.82. (IN) 4" INV 362.66 (OUT) REQUIRED ACRES Q s d y M A P R V Q W (Ibslsq,ft,) P8.05.07 IW 361.81 (IN) e" / IN FEET SWALE#1 ALONG NORTHEASTERN PROPERTY LINE NO 2.74 0.4 7.89 0.014 2 0.88 3 4.08 I 7.56 0.54 1.93 7.89 1 7.28 0.77 1.04 0.06 INV 361.70 (OUT) 8" BURLINGTON MILLS RD NORTH NO 0.516 0.7 2.60 0.026 2 0.52 3 _ 1.87 I 5.31 0.35 1.39 2.60 5.14 0.85 0.49 0.09 I~ ~ 1 inch = 60 ft. ~ 1 51 BURLINGTON MILLS RD SOUTH NO 1.23 0.7 6.20 0.01 i 2 0.90 3 4.22 7.69 0.55 1.47 6.20 7.39 0.56 0.81 0.07 P:A,,..CADD\..... IANDPROJECTS\SLH\07136\dv,a\07136SP1-REV4_S&E.dwc 2/24/2009 5:25.19 AM EST skinner lamm & hlghamlth u - - SITE DATA: ~ . ` ~a~ . ~ . . _ LOT AREA: 37.51 ACRES I _ C ZONE; R-I ~ ~4 f • 2. PROPERTY ADDRESS: 4700 BURLINGTON MILLS ROAD r. ,.:,r, ,,i., - N ~ a r, ••I", ~l'~~~I• ~..r."I"I•.:I':~•„•,..•:rl'~1 -i. .~...p_i..i.~i .I~i, _ r. Ll _L._ ROLESVILLE NC 75 15 ~_<< CURB & GUTTER r ~ - i i ~ i. ' 2 71 376 2, TRANSITION 7 CURB & GUTTER I . , f:,. YvwYCUR6 & GUTTER (DETAIL 9 SHEET C-7) TRANSITION , - ` ~ ~ CURB & GUTTER TRANSITION: ~ e;~,,. PROPOSED LAND USAGE; PUBLIC MIDDLE SCHOOL TRANSITION _ DETAIL 9 SHEET C-7 ' ~ h, . ( ) (DETAIL 9 SHEET C-7) (DETAIL 9 SHEEP C-7) OWNER/DEVELOPER: WAKE COUNTY BOARD OF EDUCATION Lim;' 1551 ROCK QUARRY ROAD RALEIGH, NC 27610-4145 - 30' LANDSCAPE BUFFER MBL ~ ARCHITECT S - - - _ - - elharchitect•sarihlink.nei - - - . _ 702 wsetbroad elresl REFERENCE: DEED BK 13179 PG 1360 MB 2008 PG 1281 0 poet o111ce boe 609 97 SEATS wlleon,nc 278D4 - 0600 1 lelsphone 262 291 X127 _ I fax 262 2D1 1070 PIN 1758387160 f - I ~ F 00 nro o0 U m a uNi ~ J Q ~E vv Z x J Q ~ E 0 U C LL GI ~ m - ~ I O • ~ d ;i , °rn ~ w W a~ w ~ ~ ~w O ~ O m CB - :Q Z ~ n - 1 I ~ _N °z O m O \ N ~ LL r1 ' O ~ ~m Li.l ~I = Z w I~ o W - Z ~ ~ =Z h ~o r _ ~ ~ . = m Z _ D Z ~o wl rL ~ O J Irn W m3 Q UI ZI IC -rl g TL I~l R F P 1' _ ~ ~ of M - - - s _ _ 0 AB - - ~ ~ - - fn ~ U _ _ A J _ - _ I 4t'~P~Ny%' Q - y - - p - _ _ - ,2 Z,, <'4~ - - s - - ~ a - FR ~l` n < • ~ N 89'46'21 " W & s~R~~' - - - , _ ~ ~I=~1 I I ,E'~P;~~f;•,I_1: I~ L: fl'~.I;I,~~. ~1~~ 1.,1:,1 .I~ I '1~;1~(~:.;L,.. , I ~,1., i ' ~ i , l.. L.. ~ 75.00 - HC fU~A1P r I'. ' ] ~l ~ ,111111111111 / NC HC 97`SEA _ I ~ C 4~ NC HC J 9J SEA $ - ~ ~I cs ~ N J I I . ~i I y9 ; C3 L--- / / ~ ~ / c Q I'~1:~I:'~1:1~`rl~' ro cii c~z AL - _ ~ / ~ 0106 - d I -.1 I I~., ~ ~;i, I I I,I...;L ~,l I ,4, r. ~i <r r B2 I ~ .L' I. I I .I;',.; I i i '1: H. I, I. L'! SINE- F, ~c . I , F E F 1 I i •I ICY' '.I:'I:'i.~.l. I, I:I:.I I• . ,{,.{.„,I ~''/nnnuu111 ~ ' ~BLI~ s I Q S m A2 AXLE I r : I i,;l,; i,: ? A 1 I~•,'1~..~•I.r~'1~.~~J'1,,1.,I'~,I'~•IIt'::1~.;~1.~,.1,~,1,I I~,L~;,~:.,.;,.I:G., 4; • I~'{.; ,.I:G.I L.~l•~~I''~l•I°•.I ~:M~ I.L=.1 r~,,,; I D2 I ! , 4 . ~ I•,, , , h~ h r. ~ ~ t;. ~ .r. i'~ 'I,; . T I 'i' % - % % K--K. 0 r a U2 V (n TAB) o~ I ~ ~4 ~r0 ~ = - 623 If t. ~ ~ -l / b y / 'h r- 'p2" E 482.41 - ~ / ~ " NS f , - / STORMWATER W r - ' / EP!-TIO _ ' FFER I _ CAPE BU _ , ~0, ~,NDS 141 ~ r _ ~ ~ i~ '1 I F1 h H H H ~ C C C C yC yC yC HC . ~ ~ ~ ~ l ~ L . . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . , i J • . r J6P I . . . y G1 ~ I I - TOWN OF ROL ~ ' . .WETLANDS. I F ESVILLE STREA DISSIPATO ~ - - ' ROTECTON g~F M R _ w g 4 3 Z ~ G3 _ I (100' FRO FER PAD - _ I - M TOP OF . . . G2 f BANK} I i.i~ M rM I I o-~o y Bey M ~ nc v~'•`;;„~~w. LEVEL SPREADER#2 . 4~ I V ' NEU EGITATED - • I SE RIVER BUFF \ FILTER STRIP-, ~ / / - / / •I _ / i / ~ I FANNI ER (50' FROM TOP \ / , / / / / s ' } .I , : r'. 1~' . ; ' / / / / PIN: -I'---------___ ~F BANK \ ~k } ~ti \ I \ ~ ; / / / / / / I O BOM % / / Ht b _ / ~ / / / ~ I \ \ \ i^~ / / ~ . ~ i ~ ~ / / / ~ I % / / / / / ~ / ~~O I / / N / / O \ / , . I - - ~ ~ / I. / - / ~ / / ~ - / / I ~1 / / o I ~ 1 't ~ - / r. / / ~ I ~ ~ ~ ~ ~ ~ p ~ ~ - ~ b / I \ \ ~ / / wimq / f*I I ~ ~ \ E5 / C o I \ ~ ~ ~ ~ \ ~ / ~ ~ ~ 1 ~i ~ - - ~ ~l cM I 'T1 / ' I ~ ~ ~ Im / ~ / / / / / I m OW \ ~ - - - - - - ~~BIORETENTION AREA 3 ~ I;.'~ f'..'1'~~r; f; I~ N ti # \ / / / ; r p OF (S FG \ TOP OF PLANTING \ I ~ Ro Ro o sF ~ \ o-, / / / - ~ I ~ Opp TEc ~F 1 FR R~Ir \ MEDIA ELEV: 358.80 I \ / / / / i I - / / / / . I p F TR OF F \ m of FR Fq a FR ti \ \ _ w_/ / i ~ K5 I Iw eq M ~ qN i ~ \ / i / , / ~ ~ ~ / / / / / / r • W IQ ~ ` \ \ / ~ / / y •ti ~ U / / / I ~ / / - / / Y Cn z ~ \ \ / ! / / / u~ / / / I ~ / / ~ / ~ W Io \ \ p ~ ~ ~ - / , , ___I I a ~ ~ \ \ \ ; / / \ \ \ \ / / / O ~ / I ~ . I Y` , v~ ,~>'?~T ~ i / ~ / / / is ~ ~ N, \ C: \ \ \ \ I- / \ \ \ I A V A \ V A 02 y r 1~ w N J / / / ~ rx I J / \ \ / • T...I: • ''L~•d i •I',,L~. .7 ~4. ?I ~'I me I > C r/ / G \ \ \ I I ~ / / W I \ \ I - - / / \ \ HC 13 O ~ / f a \ \ \ I ,2' PVC K1 ¢ cn O \ -LEVEL SPREADER#1 11+ 0 ILL. U ? ~ ? / \ 11 +00 11-.2 ~ LL. U) ? J U I I I R ftEk`~WP... -r i I ENTION R~ r Z I I ~ ~ (S 11%~ II 1 O a ?T F PLANIJUG, I _TOP 0,FpPLANTING o EXISTING IRON PIPE I I ~ 0 N ' IAELEV_Sb't.40' ' o U 0 ~YIeYEDIA :369.00 . EXISTING CONCRETE MONUMENT I M B2 1 I ; EUSE RIVER BUFFER / c>a EXISTING WATER VALVE Z TOP OF BANK - - - - T V J \ 50 FROM - - - EXISTING FIRE HYDRAN r ^ I - - ) - - - - Q N - - - t - EXISTING WATER METER - - Q EXISTING MANHOLE J m V Lu EXISTING LIGHT POLE i / EXISTING POWER POLE LU O 52 1.36' I\ ¢ EXISTING TREE > - - - I - OF R M \ 30 LAND AP O ~ 67.76' _ EXISTING SHRUB 76.10' L-------------------- \S 755' 90.23' - - X054.19 (TOTAL) ^ EXISTING WOODS LINE -W-EXISTING WATER LINE COMM. NO. 9' 73.3 \ 75.09' 4 - S - EXISTING SEWER LINE 74.96' 7 . „ W 75,02 75.02 875159 -SD-EXISTING STORM SEWER LINE DATE MARCH 2010 - GAS - EXISTING GAS LINE 128.61 ' 4.94' N, - GHE - EXISTING OVERHEAD ELECTRIC JM DRAWN \ NILE \ \ w 9 Sl ANE AND B I FILE NO. LOT 109 LOT 110 GRAPHIC SCALE LOT 106 LOT 107 LOT 108L( LOT 111 LOT 111--- -'1"OT 114 LOT 115 LOT 116 60 0 30 60 120 240 SHEET LOT 101 LOT 102 LOT 103 LOT 104 LOT 105 LOT 98 LOT 99 LOT 100 + IN FEET EXISTING HAMPTON POINTE - PHASE FIVE 1 inch = 60 ft. HAMPTON POINTE - PHASE FIVE ~Q 5m4 12 WATER ~ yam- BOM 2006, PG 814 - 815 anLA annR PC A I A - A1R I rti I VARIOUS OWNERS • .f • I J ~ Iv,~ • ~ ' . •I ~ aklnner lamm & highamith '---------___'_'vr Uh~ BANK) lUI 1 ~ ' Q ~u..y4 ::5 .~.1~.:-~'~' I ~ - . a. LEVEL SPREADER#2 . I / tL~~; VEGITATED NEUSE RIVER \ FILTER STRIP% BUFFER ; ~ SITE DATA: I,~<", I (50' FROM \ TOP OF BANK \ \r ~ ..C ; I p„ 'rl LOT AREA: 37.51 ACRES it ) \ \ :~u;s: ZONE: s- R-I ~ ,i~,A f" / PROPERTY ADDRESS: 4700 BURLINGTON MILLS ROAD \ .1'.q \ \ \ / ROLESVILLE, NC 27571 ~r.... ,'•1' .g• ARCHITECTS PROPOSED LAND USAGE: PUBLIC MIDDLE SCHOOL \ _ \ 1 i ~ / . - ? r ~ \ i ~ / NharohlUeUeulhllnk.nel OWNER DEVELOPER: WAKE COUNTY BOARD OF EDUCATION 7002 rosetbroad elreal D et 111te boz tiFl° \ \ ~ \ / lu 1551 ROCK QUARRY ROAD •ueun•nos~eun-oea° ~ ~ RALEIGH NC 2 6 0- i:.eiei ne z o2 xYI ~t27 7 1 4145 z°tt ~o ~ _ _ REFERENCE: DEED BK 13179 PG 1360 ? ~ ~ ~ ~i i MB 2008 PG 1281 0 0 nm j 00 ..I ' ~ ' ~•:~1 ~ 5~; ~ ; ' . PIN 1758387160 U m m mrn L ~ e 1 \ ~ MM i' NN w NN ^ vv ~ ~ \ V ` ~ ~ \ v . Z f .'I~; h ~ I: ` V ~•I~I , ~ i ~ ~ ~W \ ~•BIORETENTION AREA 3 ` ~ ~ N N ? ~ \ p ~F (S F(r ? TOP OF PLANTING \ m ~ ~ ~ ~ Ro Ro o sF ~ ? ~ oo, TFc <Fs 1 FRo MEDIA ELEV: 358.80 } ~ a I~ FRo TO ` M FR ? ~ ~ ~ 0 w C J of FF R ` ~F \ R E9 ? g R a - / W ~ N / Z on ~ ? ~ ` ~ \ ? ~ \ ~ ~ z~ ? ? \ \ \ • r Ilf ~ oa'o wn ? ` \ \ W ~N Z = U Z V 2 ~ ~ O N 1 ~ ~ ~ J ~ \ \ \ \ ~ \ \ ~ J /V ~3 ~ \ \ ~ ~ \ \ \ ~ \ \ \ \ ~ Tr•,., Tl \ \ \ \ \ ' ~ ~ \ \ \ \ \ ~ ? \ \ \ \ \ \ min y ~ \ \ \ \ ~ \ \ ~ ~ \ ~ ~ ~ A \ \ \ _ y y ~ / / / ~ \ ~ A A V \ ~ , I I 2 ~r;'> 4 \ ~ \ \ I / ~ ' / / F I ~ ~ I - E• .'I••'L I , . i I ;I.'I I 'I >•L T , I!'a'''I . / N~ & SURD ~ , I: I ~ I IIl I ~ ~ \ \ ~ I ~ r I I 11111111111 I I \ \ ~ H~ 114 I I - ~ ~ i1 I ~ E ~ ~ iii \ ~ ~~l~ l I / ~ ti ; ~ \ ~ I I \ i, / I ~ ~ \ •LEVEL SPREADER#1 ~ ~ / / 10+ =F-- / 106 / / / I \ `fit?~:~::;::,. ~ . I ENTIO R 211 -err ' - ~ ~Z I TOP 0 • IMPLANT ••...::.:t:a::;:•:... ~ F PLA 11 I ~ ~ • ~BLI~ ~ ~ 1,SELEV: ~b'~.40 II -,z• ~ / Q S ~ I ~ IetEDIA,F,~,EV: 369.00 ~ ~ / - y I ~ ? ? \ ~ ~ ...,;;;ia~isi^:i~ii(i~~iiLi~isr'r'rifi(i~ ~i;;i:~i~iit:: ii~ ii:iiii(i::::. ~ - - _ ~ - _ - _ - - - ~ I ? ? ~ I ? ? ~ ~ i - - - ~ I ? ? • _ _ - r - V fA ? ? ~ ex. aav. _ ~ ~ - y 30' LAND AP OF R M ? ~ ~ ? ` ~ 60. 9' - 6' • 8' p' 6716' _ 1 ~ 76.1 ? ~ 3S 75.5' 90.23' --~os~. is (rorac> - 8 ~ 73.6 ' ~ 73 ~ 75.09' 4 74.96' 7 ' „ W ~ ~ ~ ~ 75.02' 75.02' 87'5159 ~ ~ 4.94' ? i ~ T LOT 109 LO 110 LOT 1 - LOT 114 ~~LOT 115 LOT 116 LOT 107 LOT 108 Li LOT 105 LOT 106 '~i LOT 111 - LOT 103 LOT 104 LOT 101 LOT 102 )T 99 LOT 100 o:~ ill I EXISTING ~ HAMPTON P INT - P F _ .r 0 E HASE IVE , / / / ~ . . \ ~i~ i~. / / / / / \ ~ ` ~ j , \ / I. / / it / \ ~ R eat' T ~ I 1.,.{ I . ~ _ r / / 1 ` a - ~ i ~'y / / i / / / , i• L~ ~ / e \ \ \ / / / / / E5 ~ ~ ~ ~ \ ` ~ / /j 1 1 ~ \ ~ ` \ ~ V I ; ,i / / / I: ~ f t..r'~ k. / i N N ` ? ~ \ .fi Ro Ro o sF ? ? ~ ? ~ oo. TFc (Fs ~ FRo ,p/~ ~ FRo TO ~i~ ` M FR ? \ ? ~ _ , / / - / ~ - / / / / ~ - Top eUF sT CAF ? - ~ ~ F(J ~ ~ \ / - i of FF RF ` °F FF sF \ a R qM ey R _ ~ 6 ~ \ / - / - J ? ~ ?R ~ \ / / / ~ ? ~~p ~ \ ~r / r % ~ % / ? F ~ ~ ~ \ e~F / / Z ~ / ~ o / / U ~ ~ ti ` t ,c r ; ~ / / ~ ~ \ \ \ ~ \ \ \ X, J / \ \ \ \ 1iT j I; / ~ / / / ~ Q 1 i ~ , / / H ~ ~ i, : ~ / / J '1 ~ ~ ~ tS ' / I,- X I LT \ J' \ \ \ \ I a i i \ \ \ ~P \ 5`. I t tv / / W ~ / I oC \ \ \ \ F \ tip, / / z / J I---I w HC J \ ~0 \ I J / 13 --I J J 1 ~ 12' Fft / / a (n ~ ~e J J w w I J I w J 11+ 0 O cn -LEVEL SPREADER 1 L /10+ / Lin cn J Ln -I I \ \ O _ ' L3 O O I ~ UFF I I ~ E~ I ~ 132-ZONE I F 0 12' PVC I~ z 1/F ::::;;:::::•:::::::::::•::;;::;:;:•:;••:;•:;••:;:•;:::;•r:::;:: NEUSE BUFFER ZONE 2 / LEGEND OC =5 Fe I ~ Zor H 0 LL. Z / o EXISTING IRON PIPE B2-ZONE NE - a (D - LL 1 ~ ~ ~ NEUSE BUFFER ZONE 1 EXISTING CONCRETE MONUMENT ~ z D< EXISTING WATER VALVE m Z i b EXISTING FIRE HYDRANT V J i o EXISTING WATER METER Cl Inef z v 76.10' 67.16 . 0 EXISTING MANHOLE m 75 5`4' 90.23' ~ 73.6 73.3 EXISTING LIGHT POLE V EXISTING POWER POLE w Q 74.96' 75.09 74. , „ w EXISTING TREE 75.02' 75.02' 87 5159 4.94' ~ -ZONE { EXISTING SHRUB EXISTING WOODS LINE -W-EXISTING WATER LINE COMM. NO. B1 - S - EXISTING SEWER LINE -ZONE - SD -EXISTING STORM SEWER LINE DATE NOV. 2008 GAS - EXISTING GAS LINE - DHE - EXISTING OVERHEAD ELECTRIC DRAWN PPH LOT 109 LOT 110 LOT 107 LOT 108 LOT 111- LOT 114 LOT 115 LOT 11 LOT 111 FILE NO. LOT 105 LOT 106 ~i LOT 103 LOT 104 LOT 101 LOT 102 LOT 99 LOT 100 GRAPHIC SCALE so o zs so Too zoo SHEET ( IN FEET) inch = 50 ft. 1 =5.5 skinner lamm & hlghsmlth ~ ~ CONSTRUCTION SEQUENCE: SEEDING SCHEDULE: PHASEi -INITIAL GRADING SEQUENCE (SHEET C5.0) PERMANENT SEEDING 8' max. standard strength fabric with wire fence PHASEI-GRADING SEQUENCE (SHEET C5.1) SEEDING MIXTURE p~~ . - ~ " 6'max.extrastrengt o ricwit ouYwirerence a~n~ - -r" Table 6.BOa Drainage Area Weir Lengths i.; : E.: PHASEI,2-TRANSmON SEQUENCE (SHEET C5.2) sPECIES RATE LB ACRE) acres ft _ r 4 • Design of Spillways ( 1 ~ r TALL FESCUE 160 r4y;:- PHASE2-GRADING SEQUENCE (SHEET C5.3) PENSACOLA BAHIAGRASS 5D ` " ` ~ ~ ' « 1 4.1) Steel i....'. , .w t ' . . ~ I ' I T SERCEA LESPEDEZA 30 KOBE LESPEDEZA 10 ~ _ i ~ 4.•Na~ L 6.LL pOSt I f 1 ! _.:-!f 1 U j-' :r''.' 1 ~ ' >f .r. ' . ' ` s ~r t ji•:~' ` i ~ Plastic or SEEDBED PREPARATION: a i~t ,~h ~r:~. r:?. } ~'"~»,'a- 3 d8.4 Irr -!r i~ f `t'.~.:~. wlreties 1 ~ 1~.~ ~ I l i- I 1 c-' '1 f I I I SEEDING DATES BEST POSSIBLE oe 1 ` ? f , 9~.,< CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER FJ',RLY SPRING 2/15-3/20 2 15-4 30 V 00 MIH ~ .-r,.,._,_. - ~ ,£i 'I2.p ! - i. , r f ! ~ , i i ARCHITECT S ~`ti, ~''rl:~. r Wire 1 1 r1B 24 r , L1 i , n ~ 1 . ADVERSE SOIL CONDfTIONS IF AVAILABLE. FALL 9 1-9 30 / / ~ - ~'•i` / / 9/1-10/31 0 '~'~s "'a: r~ ,ra 'r Dimensions shown are minimum. fence Ir J-i ~ f` i tlh~rohll~at•~arthllnk.nN ~Y I(I_._;_.ly•~- i II Lii.• T , 702rs~1broedNre~t RIP ENTIRE AREA 6" DEEP. SOIL AMENDMENTS ~ '~,~x•:, - . ' J. ,~.p ~ ~ ~ ' Natural Pool oHlo• box 009 ~ > f l - ''r'~" r .,~4~~~,~ ri~'`. ti ~ 1•~r-L•-)•--'- round rll~on,no27094-OEOD REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LIMESTONE 3000-5000 LBS/ACRE pu .E LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. FERTILIZER 10-10-10 1000 LB ACRE ~`n`~k•.1, = .2-k~-•- I 'I:. --1r - 1.. r. r .:l y. 4 Ul~phon• 262 2Y1 4127 a .ui•-. y•`.k n r 1 ~ [..r.. I~x25220i1070 I f~ I 1 I II. t. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX STRAW MULCH 4000 LB/ACRE F~ i ,-y~s• *s' ~ NOTE: 1.5' MIN. EXCAVATION BELOW GRADE -i- } `1 ' ` WITH SOIL. EMULSIFIED ASPHALT TACK 435 GALLON/ACRE y 0 ~ - av~~',.fi?~ e outla>,clur,:-S~ ~ ~ t<'~"'~ AND MINIMUM OVERALL DEPTH IS 3.5' i•~i"~ ~ - 7n'd Z°nc B' dovln d 4' d d• as-.,_ ^farwardolarg ~ ~ CONTINUE TILLAGE UNi1L A WELL PULVERIZED, REASONABLY UNIFORM Id w ' l TEMPORARY SEEDING ~n, a SEEDBED IS PREPARED 4" TO 6" DEEP. 6' MIN. ~ 1. ~;,,r' • e '%ofar'aaarca 24' " thetmnch o 0 e ` j .r Filter k, . ~ ,av: fabric U m m SEEDING MIXTURE WINTER EARLY SPRING SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY / SUMMER FALL o ~ t l'~ rn m .a Frr: Gosber - LL h r7 WITH SEEDING EQUIPMENT OR CULTIPACKER AFTER SEEDING. SPECIES RATE~ACRE) RATE LB ACRE) RATE LB ACREi rya •A '~'-"b GERMAN MILLET - 40 - ~ ; ~.y ~ ~ fir' 25i, tf ar,'aa rata N N ~y r • 12"min. of COOT #5 5 ~ ~ MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. N.C. DOT 2"-3' RYE (GRAIN) 120 - 120 STONE AGGREGATE''~~. -v, CI*055-JrQC~il7n min N N . y~, ; ar#57 was ed stone - ~ ...r Secxdaxmlxr a~~ <3•,. 'y:r~ Wire Z ANNUAL (KOBE) LESPEDEZA 50 - - ~ , • taxef su•faoeoreo i'~%- ,•k ; 1.5` min. ~ w SEEDING DATES 12/1-4/15 4 15-8 15 8 15-12 30 ~ •v'' / / / / arkr7une ~~'t r - Crass-Section ~ v. E >9• a srfaa orm 3b00 eu #tlDCre , .~;.>r View , SOIL AMENDMENTS APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL SITE IS STABILIZED. ti":~E~ ~~'S`^"1` $ Filter ~ ~ mox Steel ~ fahrlc Backftll Trench v LIMESTONE 2000 LB/ACRE 2000 LB/ACRE 2000 LB/ACRE f~ ~ ~ lr' ~ r ,h past ` and compact Natural ~ ~ thoroughly ground m ioaWih sil;ac~'r each aLcmafl0 spoce ofwNebatlilp Jena iCira'Hfph PoInI,NC dr.~l) l~-~Nr - i.(~,:t, ~ ~ FERTILIZER(10-10-10) 750 LB/ACRE 750 LB/ACRE 1000 LB/ACRE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED. Flpumsssc F.ram(Inctpxn~snaplauiqurrnnoiains9l.ac;nead;atcman STRAW MULCH 4000 LB/ACRE 4000 LB/ACRE 4000 LB/ACRE NOTES: C EMULSIFIED ASPHALT TACK 435 GALLON/ACRE 435 GALLON/ACRE 435 GALLON/ACRE A N.C.D.O.L 2°-3• STONE AGGREGATE SHALL BE USED. PERSPEGTIUE ERSPEGTIUE UIEW ,ti a.,~ filter STABILIZATION TIME TABLE: PAD TO BE 50' L X 20'W X 6'D - B. TURNING RADIUS TO BE SUFFlCIENT TO ACCOMMODATE LARGER TRUCKS ti min fabric 4'' ' Upslop~ o~ • . min .+~^1 :.i DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHALL BE TEMPORARY SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM SHORTER. PROVISIONS OF PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON EXPOSED SLOPES 21 CALENDAR DAYS, AND IN REMAINING AREAS WITHIN 15 WORKING UTILIZATION BY ALL CONSTRUCTION TRUCKS. 1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT r . J"'~`" ROM IS LEVEL FRONT TO BACK AND SIDE TO SIDE. 24" j;'; ' min ~ _ ~ w DAYS OR 30 CALENDAR DAYS, WHICHEVER IS SHORTER. D. MUST BE MAINTNNED IN A CONDITION WHICH WILL PREVENT TRACKING ROSS THE WIDTH OF THE SEDIMENT TRAP (PRACTICE 6.62, SEDIMENT FENCE) Z o DR DIRECT FLOW OF TRAFFlC ONTO STREETS. PERIODIC TOP DRESSING 2 INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF 1 "EXPOSED" AREAS INCLUDE, BUT ARE NOT LIMITED T0: WITH STONE WILL BE NECESSARY, KEEP SOME ON HAND. I'.'": i' , ~ Z I I A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET APART, AND ~ n +AREAS CLEARED FOR ROADWAY CONSTRUCTION. 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCI +AREAS CLEARED ON RESIDENTIAL BUILDING LOTS. E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED INSTALLED UP THE SIDES OF THE BASIN AS WELL THE TOP I AS WELL THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE „ W w ~ FFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS. Design settled C+ve 116 for ~ ~ +DRAINAGE EASEMENTS AND OPEN DRAINAGE CHANNELS. IMMEDIATELY. INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 II to Z settlement W N BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. BASINS LESS P rn1t4 Il +SEDIMENT AND EROSION CONTROL MEASURES (SEDIMENT TRAPS, DIVERSION DITCHES, MAINTENANCE 4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THI ETC..) AND THE AREAS ADJACENT TO SUCH MEASURES. THAN 2D FEET IN LENGTH MAY USE 2 BAFFLES. Plan Viaw Z APPLES. t ' Z ~ ti MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD AND SEDIMENT FROM 5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACRI I' ~ LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH T WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING. ' M4~ ' "4" v Z Z " r 5?~ ~ Emergency hy- Z ~ o 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP 6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MA' Pigure 6.17d Temporary Channel Liners; Washington Sia1e Department of Ecology figure 6.17e Channel Installation and Slope Installation; Washington Stale Ecology Department SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE REPAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE FABI r-•'- o BACKED BY COIR MATERIAL, OVER A SAWHORSE OR THE TOP NITRE HAMMER : T~l~ ~ n - pass 6° below W m ~ INCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN - - ~ 5 •.f ~ ~ 3 _ settled tapaf SILT FENCE DETAIL MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. THE WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT ST E AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES. ~ 1~~~I: ~ ~ d~ Exwvotechanncltodesign 7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCF -'5;,, Overlap6'min. grade andcrass-section I'' CONTROL MATTING STAPLES. ~ pqa ,a~ NO SCALE 3RIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH 8-INCH EROSION 2'to3.5' t Sig t• y -r ; n!'f~ ~ -'i ~ P T~'!y ,y Langitudinalanchar ~i i x d \ Terminalslapeand CONSTRUCTION ENTRANCE 8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIEf ~ ----~-1--------- . a y,~ T L ~tD R F SE A CONTINUOUS PIECE ACROSS 7HE BASIN. 6roun trench '1.2' / channel anchor trench L? filter l NO SCALE INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH I 't:,~jfy Ocsign depth 11K 6" .K AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY. fabric min. a INSTALLATION SPECIFICATIONS ,~',.,,,,,3 <f/~ Longitudical BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD TH •%~.>r•'o,,;.." w ,fit" ""'`"~^E'^ anchor trench , ~ ?i OR BECOME INEFFEC'DVE, REPLACE IT PROMPTLY. 3AFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, ~oMPnY. 1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE Overcut channel 2" to allovrbulWng is ;z~'uJtJL ~,ut,, ~ Stokeat3 5 during seedbedpreparatian . - ~ _ ' y Intervals ri~r _ REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO Figure 6.60a Plan viewand cross-serrtion view ofa tempDrar,~ sediment Vap. MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY. ~ :ACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT 2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CAI ' ~ /1?'` n ~ SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT• C ! -s2~~~'~ 4 HALF THE DESIGNED STORAGE DEPTH. APPLICATIONS. i „y°. ~ ~ n a i AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERI u,,,.~ 3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND ~ ' F ~ :A HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND MAINTENANCE AS CLOSE AS POSSIBLE TO THE FABRIC ENABLING POSTS TO SUPPORT THE FABRIC F~ 6" ~ ~ r ~ UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, A Typical installation J iE AREA TO GRADE, AND STABILIZE IT. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFlCANT RAINFALL FROM UPSTREAM WATER PRESSURE. RANG R`IB' REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT 8C SV with erosion control J`.. R N 1 " r at I blankets or turf ..t HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT 4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. THAT IS REMOVED IN THE DESIGNED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART 5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP Illil+ OF THE GRAVEL FACING. 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY45 DEGREES THROUGH ~ ++++h~ ' `I a 1~o~t~ CLASS 'A° STONE _r~",~~.. ~ rcinforccmenimats •~;~y'sy.~.~'h ,~rj"`;~,~ASi G tSam `6 ~ ~ TEMPORARY SEDIMENT TRAP (1 .NT TRAP TST -BAFFLE INSTALLATION THE DEPmTIiE OFRTHE SPILLW YDTO ENSUREMTEISOAIOMINIMUMI OF01.5PE~RIOBELOW THE LOW POINT THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, ~ R~~ 6• 6:. . Intermittent check slat Longitudinal anchor Trench ~ a ~ ~"'"'$xCbec slota125' NO SCALI OF THE EMBANKMENT. IMMEDIATELY FILL AM' SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED ~ NO SCALE IMMEDIALTE YN GRADE. ANY RIP-RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED TO PREVENT SAGGING. rs .,_.:`intervals s• l 6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END P05T5 AND SECURE rc ~ 24° Shingle-lap spliced ends ar begin new Initial channel r Intermittent WITH 3 TIES. TEMPORARY SEDIMENT TRAP TST 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE THE GROUND r roll in an irdermitteM check slot anchor trench check slot NO SCALE LEVEL. f _ Prcparcsoilandapplyscedbefiirrz.~" ~J~.'` 8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS ~0 `+y ~c~ BEFORE COMPACTION. '~,B ~iNE inrtallingblankeis,matsaroir~lr, ~ f!', ' SUBGRADE REMOVE BRUSH, TREES, STUMP' PREPARATION temporary channel linersystem ~ Mr ~?::r` a: rf a`1 ""v CLASS A" STONE , P .,i~ipT R~ 'H, TREES, STUM S, AND OTHER OBJECTIONABLE MATERIALS. 9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL ix g, BP IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE ~++++++tl+ttii~,` " - NOTE: EXCAVATE DEEP ENOUGH FOR 8 :P ENOUGH FOR BOTH FILTER AND RIPRAP. COMPACT ANY TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE r` y'r ''r ~ j ~ ' s ~ 1. Check slots to be canstructed per manufacturers specifications. 6" 57 STONE FILTER FILL MATERIAL TO THE DENSITY x`' ?ar ~ ~ rte' 2. Stakiig or stapling layout per manufacturers specifications. TO THE DENSITY OF SURROUNDING UNDISTURBED SOIL. INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS. vBL~C ,ti i./i~" NOTE: OVER-EXCAVATION TO ALl ,v _XCAVATION TO ALLOW FOR RIPRAP AND FILTER INCREASES THE Q S IPDIL CONSIDERABLY (REF. Practice 6.3-riprap lined channels}. MAINTENANCE ~ P`~~~~- '°~r,,j''"t _ Slopesurfacashallbasmoothbefare Ifthcrcuabcrmatthatopof _ AMOUNT OF SPOIL CONSIDERABE e"'' E. ~'~'~'-""y`~=x "h o -~t,~r~ry ' placement for proper soil contact. slope, anchor upslape of the berm. FLOW - 24" :rte: ~~;~%ti~ a~" ~a , . _ CUT A KEYWAY IN STABLE MATEI rrli. ~7'.'. ,'tty,_,, n'~,a55~:? .s~SY.` c~ t~' to tin ttern as Min, 2" '~~~•3: r-. Anchorin 6"x6'min, Tranch KEYWAY DEPTH SHOULD BE 1.5 Y IN STABLE MATERIAL AT BASE OF SLOPE TO REINFORCE THE TOE. h SHOULD BE 1.5 TIMES THE DESIGN THICKNESS OF RIPRAP AND Plan View ^ _n INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE J ';a~• ~ 1 :t,_,x..~ j' ~5, 5 P gp° ovrrlap i _ SHOULD EXTEND A HORIZONTAL ';'"?~vib"~.~,.,. ' t ~ - ~s;~,y per manufacturers i and sta le at 12' intervals. ~ «?g r `r.~"•..':~~~'-'~~"''~.~'~-1 recommendations. p FIGURE 6.15b ` ANY REQUIRED REPAIRS IMMEDIATELY. ND A HORIZONTAL DISTANCE EQUAL TO THE DESIGN THICKNESS. 1t _ =s`~'i " ~ r Y ~ '-,5.`,`~~''ir''tiE `~`x`"~ rk-9'~''~~~~,~'~~ 4~ i ~ Min.6"overlap. MAINTENANCE I'. r - ~ .ytiYN?>w'{ SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DEOMPOSE OR BECOME V • INEFFECTIVE REPLACE PROMPTLY. FILTER INSTALL SYNTHETIC FILTER FABRI t` '''ij~e Stalcovcrla INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. SPECIFIED IN PLANS. 1ETIC FILTER FABRIC OR SAND/GRAVEL FILTER ON SUBGRADE ° r ,;t -,,a v ~ PLANS. s P to r ,j+. i ~ maz, 5"spacing. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM ` + °a~~~ - * REMOVE SEDIMENT DEPOSITS AS NECESSARY TD PROVIDE ADEQUATE STORAGE VOLUME _ IntTow ' 5 t,~~~n6:. FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID ~IrJ •-^"'F'"`""'`~ HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDWTELY. IF SYNTHETIC FILTER FABRIC-PLACE NOTES: Da naT stretch blankets/mattin ti ht-allow Bring material downto o level area, SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIP-RAP OVERLAP EDGES AS LEAST 12 II 1. Design velocities exceeding 2 ftlsec require temporary blankets, mots or similar liners to protect g g turn the end under 4"and staple at 12' _TER FABRIC PLACE FILTER FABRIC ON A SMOOTH FOUNDATION. ~y r~ ~ ~,x UNDERMINING THE FENCE DURING CLEANOUT. .S AS LEAST 12 INCHES, WITH ANCHOR PINS SPACED EVERY strDCture y ; _ 4 secdandsailuntilvegetatianbecomesestablished. therallstoconformtaamyirrcgularities, intervals. LINER IN THAT PORTION OF THE CHANNEL 3 FT. ALONG OVERLAP. FOR U OVERLAP. FOR LARGE STONES A 4-INCH LAYER OF SAND MAY tra"+ r- 7.; v.3 >'r ry.. Fes, ~ REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE D PROTECT FILTERCLOTH. : W AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN 2. Grace-lined channels with design velcaities exceeding 6 ftlsec should include Turf reinforcement Limo, fertilize, and seed before installation. Plontin BE NEEDED TO PROTECT FILTERI mats Farslapes less Thon 3H:IV, rolls g REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE may beplac¢dlnhorizontalstrips, of shrubs,treas,etc.shouldoccurafterinstallation. TO THE CHANNEL VEGETATION, ALLOW THE CHANNEL TO GRAIN THROUGH THE STONE t . I ~ ~ ~ _ PROPERLY STABILIZED. CHECK DAM, AND PREVENT LARGE FLOW FROM THE CARRYING SEDIMENT OVER THE DAM. SAND/GRAVEL FILTER-SPREAD W ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. TO THE REQUIRED THICKNESS (I FILTER-SPREAD WELL-GRADED AGGREGATE IN A UNIFORM LAYER +r" IRED THICKNESS (6 INCHES MIN.) IF TWO OR MORE LAYERS ~~'~,aq ~~,it t~~^~. ARE SPECIFIED, PLACE THE LAYI MIXING THE IAYERS. PLACE THE LAYER OF SMALLER STONES FIRST AND AVOID ' I~ s ~ aYERS. , i , i ''.gat: ~ 1 ~3£!` W 's , ~ 7 „wxs, ~ ROCK CHECK DAM DETAIL STONE PLACE RIPRAP IMMEDIATELY AFTE TEMPORARY CHANNEL LINER PERMANENT CHANNEL LINER PLACEMENT IMMEDIATELY AFTER INSTALLING FILTER. i~ , Sk+m,~T~~ c ~ d£tit~ermg, g: o NO SCALE INSTALL RIPRAP TO FULL THICKP .P TO FULL THICKNESS IN ONE OPERATION. DO NOT DUMP ~ I' ~ ~ " ~ Erne~en 1TES OR ANY METHOD THAT CAUSES STONE SEGREGATION OF ~ ;dai~ce• ~ s silo ~ O NO SCALE NO SCALE THROUGH CHUTES OR ANY ML7F STONE SIZES. AVOID DISLODGIN P AVOID DISLODGING OR DAMAGING UNDERLYING FILTER MATERIAL ~ ~ _ 'a;t _;k~~ 1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING NET OR MAT WHEN PACING STONE. STONE. ' 2. START LAYING THE NET FROM THE TOP OF CHANNEL OR SLOPE AND UNROLL IT DOWN THE IF FABRIC IS DAMAGED, REMOVE DAMAGED, REMOVE RIPRAP AND REPAIR FABRIC BY ADDING - width hV L - :R, OVERLAPPING THE DAMAGE AREA BY 12 INCHES. - - ~ M,4ATOOR BIANKET ~ITNYPE PROOUCTOSHOULDNPROVID~IAT L~E.45T 3~~ COVERAGE OF DT~ENSURFACETCH. ANOTHER LAYER, OVERLAPPING 1 WHERE R IS APPLIED. N 3. TO SECURE THE NET BURY THE UP SLOPE END IN A SLOT DR TRENCH NO LESS THAN 6 INCHES DEEP, PLACE SMALLER STONES IN VOI[ COVER WfTH SOIL Af1D TAMP FIRMLY AS SHOWN. STAPLE THE NET EVERY 12 INCHES ACROSS MASS. SELECTIVE LOADING AT 1 :R STONES IN VOIDS TO FORM A DENSE, UNIFORM, WELL-GRADED • 6rcuof6a-ix~watcrsur:accnt _ TIVE LOADING AT THE QUARRY AND SOME HAND PLACEMENT MAY BE #op ofpcmcipcE 7aiI}ncy eiw'ation Botfles ~ THE TOP END ANb•EVERY 3 FEET AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NEf ARE NECESSARY TO OBTAIN AN EVEN LND SIDE BY SIDE THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER- L =THE DISTANCE SUCH THAT POINTS OBTAIN AN EVEN DISTRIBUTION OF STONE SIZES. - Q S~TRETCHRTHE°NET WHEN APPLYING STAPLESSTAPLED DOWN THE CENTER, EVERY 3 FEET. DO NOT A AND B ARE OF EQUAL ELEVATION BLEND THE STONE SURFACE SM PONE SURFACE SMOOTHLY WITH THE SURROUNDING AREA ALLOWING 4' MAX 4. TO JOIN TWO STRIPS CUT A TRENCH AND ANCHOR THE END TO THE NEW NET. OVERLAP THE END NO PROTRUSIONS OR OVERFALL OF THE PREVIOUS ROLL 18 INCHES, AS SHOWN, AND STAPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT. )NS OR OVERFALL (Fgure 6.15c). 8' MAX MAINTENANCE: Fr'cei~card Emhan~~isent snflna` Baffles INSPECT ALL MULCHES PERIODICALLY AFTER RAINSTORMS TO CHECK FDR RILL EROSION, DISLOCATION, sfiructl3re ~HE SLOPE~GRADENRESEEDNAND REINSTALDL MULCH,ACONTINUE INSPECYIONSA NTIL VEGETATIO'NRISPAIR FIRMLY ESTABLISHED. A L B A, SMOOTHLY BLEND CONTACT AREAS t - ri _ ~ 1' MAX NOTE W s _r•:,.,::,~ ~ i.,~s:.,r:F;k,..-a"„~s<.":?...~,~~e. nc, sPlllv~>1 - - - c,i; - - - - Em rQer~ SPACE CHECK DAMS IN A CHANNEL SO THAT THE CREST OF DOWNSTREAM DAM IS AT ELEVATION OF THE TOE OF UPSTREAM DAM. I Fr t ' it s [u~a~r ° ,;;IIII~ - Sedinerd Cross-section I - sta sane 5' MIN. I 4" TO 12" ~ V+ew GRAVEL BEDDING FigOrefi.64c Farmpleofanenthas~titi:fhdsxilr~nerouiletand~snergencyspilfway. FtsxnPy'r~ania Erosion;am~i5edinT~fP+ruulionCardaalhx~aTV34,~Aarc#t,?CG4l. METAL POST ROCK CHECK DAM SPACING DETAIL 6.00' 0.50' 3.00' -?E 50.00' (MIN.) V -SHAPED WATERW - SHAPED WATERWAY WITH STONE CENTER DRAIN NO SCALE INSTALL RIP-RAP TO BTALL RIP-RAP TO D.10 DEPTH OF FLOW MINIMUM BACKFILL MIN 8" FILTER FABRIC ~ W Pq 3" LAYER OF 6-bd•G THICK LAYER OF GRAVEL LEVEL F~0 ly #57 STONE I---- 14" SPREADER LIP 00 URBAN TR A N SITI ON BUFFER 2, CONSTRUCTION SPECIFICATION III=_- _ _ SWALE 24' •S~ DESIGN TOP WiDTH 2'-0" ~ ! T T III=III=III= - III=III=III= r RECEIVING 10% SETTLEMENT 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL $ - _ _ _ _ _ _ _ III-III-III-I I-III I I-III-III-I SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE DR DISPOSE DF IT PROPERLY. 1 - - - - - - - ~ STREAM ~-111-III-111-11~ 2 0.3' FREEBOARD I 1~= , 1 3 ft. WIDE STRIP ! z ? a .I I1=1 11-111=111=11 f=1 I L 9k ~ ~ I I I HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL -III= III=III=I MEASURES BELOW BASIN AS NEEDED. _ _ _ = J 'r:' • OF FILTER FABRIC II-III-III-IIL-III-111_111_ _~u-~~,_,. PROTECTED . b' B' =1 I I-1 I I-1 I I-l l 1-11 I-11 I-111- , ~ -I I I.I I I=1 I l.I I I.I ~ ~ AREA I =1 -III I I-III-III-I T 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, - - - AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE I I= III=III=I I-1 ~ ~-111.1 I I.I ~ ~-1~ H M I-1Ti-1 i I-T-1 H-111=1 ~ I-1~ I-1 ~ I-1 ~I-111=, ~ ~ 1=1I 16" 111,-III=III~~~II-III.III.III.111-III_ni-~~~__ _ _ _ _„~_„~-11_III-III-111111-III-III-III-111-III-III=11t=111- ni_ui_in-ln-III=111_111-III=111_111-III=III=III-III=III.III-III-III-llhlll-lll-III-III-III-III-111-11 1 min COMPACT IT. OVERFILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. U-TRENCH - - - -_..,_„~_,,,_~,~-~~~-,~~-~u_m_iu-ni=ui=III=III=III= SMOOTH FOUNDATION =III=I I I I- I I=1 I I=1 I f- - _ = 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE - - - .III=11 _ MUCH BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER F LEVEL SPREADER CROSS SECTION MAINTENANCE: UNDER FILTER ~ ;III CONCRETE DOTING =1 ~=1~ ICI 1.5 T min. OF STONE OR TIMBER. ,~IIL I~IILIIL-I INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR 7HE DIVERSION RIDGE. CAREFULLY 4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH A5 SAND, GRAVEL OR CRUSHED STONE AS BACKFILL IU CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND 7HE CHANNEL TO BLEND WITH THE MATERII T STONE AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZED R. CLASS MATERIAL DESIGN SIZE UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE CLASS THICKNESS RANGE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE Lf'f SEWER CROSSING g CROSSING B 23" 5"-15" PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET DF COMPACTED BACKFILL OVER THE PIPE SPILLWAY REINFORCED STABILIZED OUTLET t ' ' N BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED W DIVERSION BERM IXISTING DITCH#1 A I DITCH#1 A 9" 2"-6" BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE. FOR SEDIMENT FENCE 5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED. Q NO SCALE 6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BA51N WITH THE FLEXIBLE JOINT AT THE INLET OF THE NO SCALE Z RIP-RAP C P-RAP CHANNEL LINING BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF J NO NO SCALE THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE. 7. EARTHEN SPILLWAYS-INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE H ~ IINPLUCINI ~IUKMVVAICK ACHILVLMLNI OF FLANNEL) LLLVAIIUNS GRADE ULSIGN WIUIH, AND ENIRANCE AND EXII CHANNEL SLOPES ARE Q CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED U TO LEVEL SPREADER PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE _ PIPE FROM DIVERSION BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE W SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR 0 SPLICED: OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR 1 ft 3 ft THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE J z TRENC UPSTRI UPSTREAM END UPPER SECTIONS(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. Lu UPSTREAM END OF STORM DRAIN SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. 8. J OF ST( OF STORM DRAIN INLETS-DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS J E--i OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT-LADEN WATER TO THE UPPER END OF THE POOL C~-LINDERDRAIN AREA TO IMPROVE BASIN TRAP EFFICIENCY. V VER FLOW GALVANIZED HARDWARE WIRE 9_ EROSION CONTROL-CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE u j I W W \ W J WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EXTENDS FOREBAY SCHEMATIC TO TOP OF BOX EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL O STANDARD METAL POSTS 2'-0° IN GROUND 1 3 PIPE SPILLWAY IMMEDIATELY AFTER CONSTRUCTION. jn:~ > oIaMETER 10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE. 6.65 11. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND 0 J into c) Q ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. O O ~ U J 3/4" EXTERIOR 3/4" EXTERIOR PLYWOOD --I U ^ BURY BOTTOM OF PLYWOOD CONSTRUCTION SPECIFICATIONS: 1\ } PLYWOOD 1. ENSURE THAT THE SPREADER UP (CURB AND GUTTER) IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF. z m MAINTENANCE 2. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT IN FILL). UP; ~ O a U END STEEL FENCE OF 3. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE NOT TO EXCEED 10%. MAKE SURE THE v POST OFSST RM DRAIN INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) ~ RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL SLOPE IS SUFFICIENTLY SMOOTH TO KEEP FLOW FROM CONCENTRATING. '~57 WASHED STONE PLACED TO Z DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER H Z 4. IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA OF THE SPREADER. Y A HEIGHT OF 12"-18° MIN. TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE J ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE O MAINTENANCE: ABOVE TOP OF BOX INSPECT LEVEL SPREADER AFTER EVER RAINFALL UNTIL VEGETATION IS ESTABLISHED, AND PROMPTLY MAKE NEEDED REPAIRS. OVERFLOW BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. I..L U J m AFTER THE AREA HAS BEEN STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDITION. NOTES: W 1 3 PIPE REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR Q O DIAMETER AROUND THEM. (p INSPECT AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. r 1r" - - Q REMOVE SEDIMENT FROM POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THESE DOES NOT DURING SEDIMENT REMOVAL , WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM PROPERLY. BRING THE WASHED STONE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. COMM. NO. HARDWARE HARDWARE CLOTH DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT. FILTER ACROSS APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. PIPE INLET CLOTH IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED DATE NOV 2008 WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE )D / STONE FILTER INLET PROTECTION REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS DRAWN PPH LEVEL SPREADER 1 PLYWOOD /STONE FILTER II WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIR FILE NO. CATCH BASIN YARD INLET PROTECTION DETAIL IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. REQUIRED FLOW LENGTH SWALE DEPTH NO SCALE LOCATION Q10 cfs ft ft PLYWOOD STONE FILTE FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN ONE FILTER INLET PROTECTION THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. NO SC NO SCALE SHEET FES#6 2.65 120.0 0.5 TEMPORARY SEDIMENT BASIN NO SCALE C 718 skinner lamm & highsmith ENERGY DISSIPATION DISCHARGE HOSE j,;,v ~FLOW_ PORTABLE PUMP K~`!~t~ IMPERVIOUS DIKE ::'•:•~:F SUCTION HOSE ~="i~ 7 ..1oW~::... ti*''t~ WIDTH , SCO ~ Q 5 /~\//~/i , w ~ DOT STANDARD / PROJECT STOP OF BANK 6" PVC Y SILT INFLOW z FRAME&GRATE840.16 ARCHITECTS PORTABLE FENCE STRUCTUR m PUMP IMPERVIOUS DIKE ~ dhuehllwct.warlhllnk.nwt i 1 . 702 we~tbroad ttrwwl TEMPORARY w DEWATERING DEVICE 2 1 STOCKPILE H=VARIES I 2 ~ ~ peel ollic• box 669 2 wll~en,ne 27894- 0000 (SEE DEWATERING FLOW_ DISCHARGE DETAIL) . r.x°26n2 2G121o70°1 4127 _o CONSTRUCTION SPECIFICATIONS: DoT #s~ wasHED STONE SUPPORTED BY HARDWARE WEEP HOLES FOR o 0 GRADE THE APPROACH TO THE INLET UNIFORMLY CLOTH DEWATERING n m NOTE: WORK AREA SKIMMER PROTECT WEEP HOLES BY GRAVEL. .4': 0 0 U mm PUMPSEAND PNPESO SECURELY TEMPORARY STOCKPILE WITH SILT FENCE DEWATERING EMERGENCY DEVICE SPILLWAY EMERGENCY WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY a ~ M NO SCALE SPILLWAY STABILIZED, SEAL WEEP HOLES, FILL THE BASIN WITH STABLE SOIL ~ TO FINAL GRADING ELEVATIONS, COMPACT IT PROPERLY, AND ~ ~ u"i STABILIZE. ' DOT STANDARD CONCRETE DROP CONSTRUCTION SEQUENCE: MAINTENANCE: STOCKPILE sraBluunoN MAINTENANCE: wLET a4o.14 Z ~ " INSPECT CLEAN AND PROPERLY MAINTAIN THE EXCAVATED BASIN _ ~ E 1. SET UP BYPASS PUMP AND TEMPORARY PIPING. PLACE ROUTINELY INSPECT BYPASS PUMP AND TEMPORARY PIPING STOCKPILES OF SDIL AND OTHER BUILDING MATERIALS TO REMAIN IN PLACE MORE THAN THREE (3) DAYS SHALL OUTLET OF TEMPORARY PIPE TO MINIMIZE EROSION AT TO ENSURE PROPER OPERATION. BE FURNISHED WITH EROSION AND SEDIMENT CONTROL MEASURES (I.E. PERIMETER SILT FENCE). STOCKPILES BAFFLES AFTER EVERY STORM UNTIL THE CONTRIBUTING DRAINAGE AREA HAS OUTLET PIPE ~ BEEN PERMANENTLY STABILIZED. TO PROVIDE SATISFACTORY BASIN ~ `m DISCHARGE SITE OR PROVIDE TEMPORARY ENERGY INSPECT IMPERVIDUS DIKE FOR LEAKS AND REPAIR ANY TD REMAIN IN PLACE FOR 30 DAYS OR MORE SHALL RECENE TEMPORARY SEEDING. DISSIPATION MEASURES. FIRMLY ANCHOR PUMP AND DAMAGE. PLAN VIEW EFFICIENCY, REMOVE SEDIMENT WHEN THE VOLUME OF THE BASIN ~ m PIPING. INSPECT DISCHARGE POINT FOR EROSION. HAS BEEN REDUCED BY ONE-HALF. SPREAD ALL EXCAVATED ~ r MATERIAL EVENLY OVER THE SURROUNDING LAND AREA OR (n a 2. CONSTRUCT OUTLET PROTECTION IF NEEDED. ENSURE FLOW IS ADEQUATELY DIVERTED THROUGH PIPE. 3. CONSTRUCT IMPERVIOUS DIKE UPSTREAM OF WORK AREA TO STOCKPILE AND STABILIZE IT APPROPRIATELY. EXCAVATED DROP INLET PROTECTION o IMPOUND WATER FOR BYPASS PUMP INTAKE. USE A FLOATING INTAKE FOR PUMPS WHERE POSSIBLE. MAINTENANCE: c No Scale 4. CONSTRUCT AN IMPERVIOUS DIKE DOWNSTREAM, IF I~nn ~ NECESSARY, TO ISOLATE WORK AREA. INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH 5. CHECK OPERATION OF PUMP AND PIPING SYSTEM. PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL ~INAL v = m w . EXCAVATED DROP INLET PROTECTION (Temporary) Z ,r~ 6. UPON COMPLETION OF CONSTRUCTION, REMOVE IMPERVIOUS DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DNE-HALF THE DESIGN DEPTH OF DIKE, BYPASS PUMP, AND TEMPORARY PIPE. THE TRAP. PLACE THE SEDIMEM THAT IS REMOVED IN THE DESIGNED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. D INLET DISTURBED REO *WEIR PROP **REQ PROP PROP BOTTOM BOTTOM BOTTOM - Z i CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE ~ ~m BASIN AREA AREA Q-10 5URFACE LENGTH WIDTH DEPTH LENGTH SURFACE VOL SIDE SLOPE VOLUME AREA WIDTH LENGTH W w r DEPTH OF THE SPILLWAY TO ENSURE R IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF of # 1 ACRES ACRES CFS SQ FT FT FT 1 FT FT SQ FT CF FTn=r CF SQ.FT. FT FT W I ' THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY 1 p I pA~+~+ p_ V M P I N V D~AI L ABOVE DESIGN GRADE. ANY RIP-RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED > PDI#21 0.59 0.59 2.13 928 50 33 2.0 10 1634 2124 2:1 2649 1037.5 26.30 39.45 Z = z i I ~ I I ~ D I- JJ f IMMEDIALTELY. PDI#20 0.46 0.46 1.66 723 42 ,26 2.0 10 1,176 1,656 2:1 1833 680 21.29 31.94 ~ Z z NO SCALE STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WffH SEEDING. PDI#19C 0.07 0.07 0.25 110 15 10 2.0 10 150 252 2:1 140 14 3.06 4.58 Z o m W 3 18" FREEBOARD MIN_ PDI#19B 0.05 0.05 0.18 79 15 10 2.0 10 150 180 1 2:1 140 14 3.06 4.58 TOP OF BERM- PDI#19A 0.27 0.27 0.97 425 26 17 2.0 10 434 972 2:1 568 157.5 1025 15.37 TOP OF BERM T L .,//\y//~y//~. R F * P T MINIMUM WEIR LENGTH =10 ~ ~ ~ 5' MIN **REQUIRED VOLUMED 15 3600 CU FTIDISTURBED ACRE a ~ TOP ELEVATION OF STORMWATER SKIMMER DEWATERING p 0~ DEVICE CLASS 1 RIP RAP(SEE SECTION THRU BASIN BELOW) Q~r' A)O TARP U Z • Q 1 DEPIH•3.D~ FILTER BAG //j//~//~ EMBED ~ . 9 STORM DRAIN SCHEDULE 10-YEAR STORM ~ TARP 12' 1 IP RAP HEADWALL V'° ' . w ~ ~ ~ ~ ~ INVERT ~ 6' PVC NO f - ~F~P 'l\ ~ 1 n - 0A13 I I ANC R`IB` w PIPE ' ti w w w ~ TO PORTABLE ' ~ ~ ~ - ^ ~ ' SLOTS) - - & $U _ I - I ~ -nr-,r,rr,nr~rr,r~r~~;r~~-~~x~rr~af~~nri'. UNDISTURBED CO 0] CD DEWATERING A \ ~ ~ ~ ~ ~ \ ~ ~ \ ~ \v \v \v \v \v \v \v \v \v \v \v \v \r v \v A fC I ~ CC CC Q10 f=-- _ _ I i 1 PUMP ` SFO //,lulll11! ~'l I' WA D STONE I' THICK X 3' HIGH MIN. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IMeNr j FILTER FABRIC 8" OF SEDIMENT ~~/~~/~~/~~/~~/~~/~~/~~/~~/~~/~~/~~/~~/~~/~~/i: ~ n\ , STORAGE AREA . CONTROL STONE / TOP OF FROM TO PIPE INLET ,INLET TOTAL INLET PIPE TIME OF INTENSITY RUNOFF RUNOFF DSCHRG!SLOPE Dtheo SIZE Vfull Ofull LENGTH SEGMENT UPPER LOWER ~ " \ TARPDI2° STRUCTURE RUN AREA AREA AREA TIME TIME CONC COEFF COEFF ' PIPE TIME INVERT INVERT , f , I _ ! ~ ~G . ~5 WASHED STONE FII TO TOP OF HOLES ~5 WASHED STONE FILTER TARP EXTENDS BEYON I i I I (SF} (ACRES) {ACRESi1(MIN) {MIN) (MIN) (IN/HR) (CFS) (FT/FT) (INCHES)i(INCHES) (FTISEC) (CFS) (Ffj (MIN) 1 , ' 9 SAO TO TOP OF HOLES TOE OF BACK SLOPE BURLINGTON ROAD EXIT I { 1 1 1 1 _ NOTES: ~__-_L_ SEAL _ PROVIDE STABILIZED OUTLET AS NEEDED. SECTION THRU BASIN & FILTER END CB#45 T3 11504 0.26 1 0.26 5 1 0.0 5.0 7.22 ~ 0.90 0.90 1.7 0.0050 10.4 I 15 3.7 4.6 79 I 0.4 379.861379.47 20106 NO SCALE 383.73 CB#46 CB#45 T2 11504 0.26 0.26 5 0.0 5.0 722 0.90 0.90 1.7 0.0050 10.4 15 3.7 4.6 134 0.6 380.14 379.47 ;~'o FN~INE~~ GRAVEL k RIP RAP FlLTER BERM BASIN DETAIL IS DESIGNED TO PROTECT EXISTING PIPE INVERTS MAINTENANCE: THAT DRAIN 10 ACRES OR LESS CUSTOM BASIN REMOVAL SEQUENCE: 382.00 CB#45 END T1 6233 0.14 1 0.41 5 ( 5.4 5.4 7.22 0.90 I 0.90 2.6 10.0215 9.3 15 1 7.7 9.5 44 0.1 379.47 378,52 .~BF '~-Rr s. ear • INSPECT INLET PIPE AND BAG FOR DAMAGE AND BLOCKAGE. f I I I I t I I I I F I ! I I I I f BURLINGTON ROAD ENTRANCE ' I ' • REPLACE BAG WHEN 3/4 FULL OF SEDIMENT. 1. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO DETERMI AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT CAN BE REMOVED. INSTALL SILT FENCING OR OTHER TEMPORARY EROSION CONTROL MFJ ULTANT TO DETERMINE IF THE BASINS ~ I L I I _ iSION CONTROL MEASURES AS NEEDED 377.77 CB#44 CB#43 52 11504 0.26 0.26 5 0.0 5.0 7.22 0.90 0.90 1.7 0.0350 7.2 I 15 9.8 12.1 49 0.1 373.59 371,90 ~BLIC {CUT, FlLL, ETC.) Fl,ppp STORAGE ZONE RIP RAP HEADWALL PRIOR TO REMOVAL OF CUSTOM BASINS. Q S I' z' 2. REMOVE CUSTOM BASIN AND ASSOCIATED TEMPORARY DIVERSION DITCHES, IF CULVERT Plf NATURAL EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE AREA IN PREPARATION ES IF CULVERT PIPES NEED TO BE 376.55 CB#43 FES#8 S1 6233 0.14 0.41 5 5.1 5.1 7.22 0.90 0.90 2.6 0.0225 9.2 15 7.9 1 9.7 262 0.6 371.90 366.00 ~ A IN PREPARATION FOR SEEDING. I I I I I I I I I I I I I 1 5 3~ GROUND ~ DEWATERING DISCHARGE DETAIL 3. PERFORM SEEDBED PREPARATION SEED MULCH AND ASPHALT TACK ANY RESULTING BART I NY RESULTING BARE AREAS. BUS ROUTE TO BIORETENTION#3 I I I J f1LTE: IoW-' is FlLTER FABRIC 4. INSTALL VELOCITY DISSIPATORS AND OR LEVEL SPREADERS AS REQUIRED ON THE EROSIOI CLASS TRIP-RAP NO SCALE / DIMEN~oms ARE 5. WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER CONSULTANT FOR APPR :D ON THE EROSION CONTROL PLAN 364.00 CB#42 CB#41 R2 30394 0.70 _0.70 5 0.0 5.0 7.22 0.65 0.65 3.3 0.0050 13.2 15 3,7 4.6 1 29 0.1 360.06 359.92 0 MINIMUM ACCEPTABLE p57 WASHED STONE / UNLESS OTHERWISE MAX SEDIMENT OEPTH(LIEAN OUT POINT} REMAINING TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN SITE CAN BE SULTANT FOR APPROVAL OF REMOVING 364.00 CB#41 I FES#7 R1 30098 0.69 1.39 5 I 5.1 5.1 7.22 0.60 1 0.63 6.3 0.02501 12.5 15 8.3 I 10.2 29 1 0.1 359.72 358.99 V ~ WHEN SITE CAN BE ISSUED A NOTED. R IFICA 0 COMPL ION. I I I I ! I I I I I I I I I I I I I I i i I I ~ ~ SECTION THR1J bASM. PLTHZ MD ULVERT PIPE SOFTBALL FIELD TO LEVEL SPREADER#1 I I 1 1 ~ _ I I ~ NO SCALE 368.34 DI#21 DI#20 02 25612 0.59 0.59 5 1 0.0 5.0 7.22 0.43 0.43 1.8 10.0150 8.6 15 6.4 7.9 84 i 0.2 i 365.33 364.07 367.53 DI#20 FES#E 01 20005 0.46 1.05 1 5 1 5.2 5.2 7.22 1 0.25 0.35 2.7 0.0150 9.9 15 6.4 7.9 61 1 0.2 1355.55 354.63 hrm A.--cmbfy i I I 1 1 I I I I I I I ! I I I I BUS LOOP TO BIORETENTION#2 1 I i _ ARC FILTER DETAIL I 372.25 CB#40 CB#39 M2 10075 0.23 0.23 5 0.0 5.0 7.22 1 0.50 0.50 0.8 0.0050 7.9 15 3.7 4.6 29 0.1 367.92 367.78 NO SCALE 'C arlclo:urv I, 'C'~rlo:urc 371.70 CB#39 1 DI#19C M1 7331 0.17 ~ 0.40 j 5 5.1 5.1 7.22 0.90 0.67 1.9 0.0050 10.8 15 3.7 I 4.6 101 0.5 367.68 367.17 R. 375.10 CB#38 CB#37 L7 32893 0.76 0.76 5 0.0 5.0 7.22 0.80 0.80 4.4 0.0050 14.7 1 15 3.7 x_4.6 50 I 0.2 371.18 370.93 1~Jatar Entry 375.28 DI#19D CB#37 L6 5550 0.13 0.13 5 0,0 5.0 7.22 0.90 0.90 0.8 0.0050 7,9 15 3.7 4.6 8 0.0 371.35 371.31 ~ VJatar E I _.I-._.~ o REF~,SPECTIVE VIEW uF;rr Urrt~ 375.09 CB#37 DI#19C L5 3390 0.08 0.96 5 5.0 5.0 7.22 0.90 0.82 5.7 0.0290 11.7 15 9.0 I 11.0 95 02 370.73 367.97 1 I p TOP ELEV VARIABLE TOP ELEV VARIABLE P11CEnd P~VGVc~n; 370.90 DI#19C DI#19A L4 2943 0.07 1.43 1 5 5.2 5.2 7.22 0.80 0.78 8.0 0.0060 17.9 18 4.6 8.1 105 0.4 367.07 366.44 ° 1 I I~_ I 3 Ca PVC=Scw~' PiFc 3 P rte' s~h~~u'a~D 372.01 CB#36 1 DI#19B L3 9297 ~ 0.21 0.21 5 0.0 5.0 7.22 0.90 1 0.90 II 1.4 0,0050 9.6 15 3.7 ; 4.6 83 I 0.4 368.18 367.76 ' piFe 370.89 DI#19B DI#19A L2 2361 0.05 0.27 5 5.0 5.0 7.22 0.80 0.88 1 1.7 0.0050 10.3 1 15 I 3.7 - i 4.6 44 0.2 367.56 367.34 ~ 1 ~ I --------1- 370.42 DI#19A FES#5 L1 11923 10.27 1.97 15 1 5.0 5.0 1 7.22 1 0.80 0.79 11.3 0.0050 21.0 24 T 5.1 ; 16.0 I 8 1 0.0 366.44 366.40 ~ EMERGENCY SPILLWAY - - ~ I ~ I r I i I I I i I I I I I I I I I I i R I I I I = FILTER FABRIC BOTTOM RD RTTO BIORETENTION#1 ! ! U l-I i I I I ~ 1.0' MIN. CLASS I RIP RAP Scfacdule40 378.47 CB#35 CB#34 K5 7351 0.17 0.17 5 0.0 5.0 7.22, 0.60 0.60 0.7 0.0050 7.5 15 3~7 I 4.6 ~ 19 0.1 374.54 374.45 Q _ ~ ___.__L ~ OUTLET STRUCTURE PVC Tz~ ANC PiFG P4`C Pipe (P01#~) z x 1' F~o-;c: in ~ f'VC Tca e]rifica 378.24 CB#34 CB#33 K4 17342 0.40 0.57 5 5.1 5.1 7.22 0.85 0.78 3.2 0.0050 13.1 15 _ _ _3.7 _ ___4.6 ~ 78 0.3 374,45 374.06 PVC Tca _ ~ u jj~~ 41RdLM1dC fC~GYlbl6 Plata 378.96 CB#33 CB#32 K3 4104 0.09 0.66 ( 5 5.4 5.4 7.22 1 0.80 0.78 3.7 0.0050 13.9 15 3.7 _ 4.6 65 0.3 1374.06 373.73 INFLOW Y Mc~e STRUCTUR a EMERGENCY SPILLWAY X-SECTION 378.95 CB#32 CB#31 K2 10524 0.24 0.90 5 5.7 _ 5.7 _ 7.22 0.80 0.78 5.1 0,0050 15.6 18 r 42 ` 7.4 55 0.2 373.73 373.46 m ~ No Scale w 379.07 CB#31 CB#29 K1 6235 0.14 1.05 15 5.9 5.9 7.22 0.90 0.80 6.0 10.0050 16.6 1 18 1 4.2 1 7.4 1 164 0.7 1373.46 372.64 ~,c.~,,~~~ Bo-ttmm5urf~ 378.52 CB#30 I CB#29 _ J2 17935 1 0.41 0.41 5 0,0 5.0 7.22 0.80 0.80 2.4 0.0100 10.3 1 15 1 5.3 6.5 19 0.1 374.641374.45 Bottmm5urfuco 378.24 CB#29 CB#26 J1 3403 0.08 1.54 5 6.6 6.6 7.22 0.90 0.81 8.9 0.0100 16.9 1 18 ~ 5.9 I 10.5 107 0.3 372.441371.37 ;-L , ENO WIEW ER~NT VIEW -:r~J~ ~ ~ PRINCIPAL SPILLWAY rZEW _ 379.26 CB#28 I CB#27 13 9420 0.22 0.22 1 5 0.0 5.0 7.22 0.85 0.85 1.3 0.0050 9.4 15 3.7 1 4.6 I 91 0.4 375.391374,94 _ 378.75 CB#27 CB#26 12 13377 0.31 0.52 5 _ 5,4 5.4 7.22 0.80 0.82 3.1 0.0050 13.0 15 3.7 4.6 19 0.1 374.65 374.55 USE ONLY APPROVED WATERTIGHT ASSEMBLIES FOR ALL PIPE CONNECTIONS. 378.34 CB#26 FES#4 11 2334 0.05 2.11 5 6.9 6.9 7.22 0.90 0.81 12.4 0.0150 17.7 i 18 7.3 12.9 38 0.1 1370.57 370.00 SKIMMER PLACE BARREL AND RISER ON FIRM, EVEN FOUNDATION. ~ DEWATERING EMERGENCY Figure $.fi4a Schern3.ic of a 51¢;TTn~s;fr~n Pemr~LMania Erosion and 5edim~erLt PoUuticn'C ledim.e~.f PoUt~ticn Ccn[rol ManDal, I I DEVICE SPILLWAY !AarL~t, PLACE MOIST, CLAYEY, WORKABLE SOIL AROUND PIPE. DO NOT USE PERVIOUS MATERIAL SUCH AS I I I I i SAND, GRAVEL, OR SILT. COMPACT 4-INCH LAYERS OF SOIL, BY HAND, UNDER AND AROUND PIPE NORTH SIDE OF BLDG 1 PARKING AREA 1 1 1 ~J TO AT LEAST THE DENSITY OF FOUNDATION SOIL. AVOID RAISING PIPE FROM FIRM CONTACT WITH FOUNDATION WHILE CDMPACTING MATERIAL UNDER PIPE HAUNCHES. I 378.04 CB#25 CB#24 H1 10440 0.24 0.24 5 OA 5.0 1 7.22 0.80 0.80 1 1.4 0.0050 9.6 15 1 3.7 I 4.6 23 0.1 374.23 374.12 SKIMMER SCHEDULE I COVER PIPE TO A DEPTH OF 2 FT. MINIMUM OF HAND-COMPACTED BACKFILL BEFORE CROSSING IT 379.00 DI#18 CB#24 G6 185231 0.43 0.43 5 0.0 5.0 7.22 0.90 0.90 2.8 0.0225 9.4 ( 15 7.9 ; 9.7 1 88 0.2 376.171374.19 WITH CONSTRUCTION EQUIPMENT. REQ SKIMMER DEWATERING DEWATERING 377.99 CB#24 CB#23 G5 10626 0.24 0.91 5 5.2 5.2 7.22 I 0.90 0.87 5.7 0.0050 16.3 18 4.2 7.4 59 0.2 374.00 373.70 BAFFLES BASIN VOL SIZE TIME INLET BOX TO SERVE AS ANTIFLOTATION BLOCK AND STANDARD 24"x36" TOP GRATE TO SERVE AS TIME 377.70 CB#23 CB#22 G4 6955 0.16 1.07 5 5.4 5.4 7.22 0.90 0.88 6.8 0.0050 17.4 18 4.2 7.4 40 0.2 373.70 373.50 TRASH RACK. ALSO PROVIDE TRASH GUARD FOR ORIFICES. CF INCHES ~ DAYS PLAN VIEW DAYS 377.70 CB#22 CB#21 G3 2242 0.05 1.12 5 5.6 5.6 7.22 0.90 0.88 7.1 0.0050 17.7 18 4.2 _7.4 137 0.5 373.50 372.82 377.60 CB#21 CB#20 G2 36981 0.85 1.97 5 6.1 6.1 7.22 0.90 0.89 12.6 0.0050 21.9 24 5.1 16.0 202 0.7 372.82 371.81 I TSB#2 ~ 40896.00_4 ~ 2.03 2.03 377.38 CB#20 CB#17 G1 25890 I 0.59 2.56 1 5 6.8 6.8 722 1 0.90 0.89 16.5 0.0060 23.4 24 5.6 17,5 61 1 0.2 371.81 371.44 378.65 CB#191 CB#18 F3 15386 0.35 0.35 5 0.0 1 5.0 7.22 0.90 0.90 2.3 0.0065 11.0 1 15 4.2 1 5.2 159 0.6 374.881373.85 377.63 CB#18 1 CB#17 F2 12870 0.30 0.65 5 5.6 5.6 7.22 0.90 0.90 4.2 O.0D65 13.8 15 4.2 5.2 21 0.1 373.85 373.71 SKIMMER DETAIL 377.50 CB#17 I CB#16 F1 2914 0.07 3.28 1 5 7.0 1 7.0 1 7.22 0.90 0.89 21.1 10.0100 23.4 1 24 i 7.2 ~ 22,6 35 0.1 371.44 371.09 NO SCALE 378.95 DI#17 DI#16 E5 16986 0.39 0.39 5 0.0 5.0 1 7.22 0.90 0.90 2.5 0.0100 10.6 1 15 5.3 1 6.5 45 0.1 376.00 375.55 BAFFLES AT SPACING TOP INLET BOX 10' WEIR 378.60 DI#16 DI#15 E4 2230 0.05 0.44 5 5.1 5.1 7.22 0.80 I 0.89 2.8 0.0100 11.0 ~ 15 5.3 6.5 32 0.1 375.55 375.23 - - REQUIRED (SEE TEMPORARY (PDI TO SERVE AS RISER WATER FLOW FE5 SEDIMENT BASIN SCHEDULE STRUCTURE UNTIL BASIN IS 378.41 _ DI#15 DI#14 E3 5285 0.12 0.56 5 5.2 5.2 1 7.22 0.80 0.87 3.5 0.0220 10.3 1 15 7.8 9.6 112 0.2 375.03 372.57 SHEET DT-5) REMOVED OR CONVERTED TO TOP OF BERM 375.45 _DI#14 CB#16 E2 15560 0.13 0.69 5 5.5 5.5 7.22 1 0.50 0.80 4.0 0.0100 12.5 15 5.3 _ 6.5 83 0.3 372.37 371.54 STORM ATER POND) 376.49 CB#16 `CB#14A E1 1 4990 0.11 4.08 5 1 7.0 1 7.0 , 7.22 I 0.90 0.88 125,9 0.0100 25.2 1 30 I 8.3 1 41,0 94 0.2 1369.38 368.44 3 1 380.77 CB#15 CB#14B D3 14847 0.34 0.34 5 7.2 7.2 I 722 1 0.90 I 0.90 2.2 10.0050 11.4 15 I 3.7 4.6 155 0.7 1376.99 376.21 TT 380.24 CB#14B CB#14A D2 11 i ..1.. INFLOW STRUCTURE GRAVEL FILL FOR RISER ACCESS i 458 0.26 0.60 5 7.9 7.9 7.22 1 0.90 0.90 3.9 0.0100 12.4 15 i 5.3 6.5 61 0.2 376.01 375.40 379.24 CB#14A FES#3 D1 5271 0.12 4.81 5 8.1 8.1 7.22 0.90 0.88 30.6 0.0100 26.8 30 ~ 8.3 1 41.0 94 0.2 368.44 367.50 U hG;. C? -`ci% I 1 I i I I I I I 1 I I I I I I I I I I I I I ~9r L:. 1 V J _ _ TRACKIFIELD - _ 1_ ~ I I I _ I_ I I_ _ I ~ U ~''is 2 RIPRAP OUTLET PROTECTION - I 382.30 - CB# 13 CB# 12 C12 8403 0.19 0,19 5 _ 0.0 I_ 5_0 I 7.22 I 0,85 I 0.85 1_ 1.2 0.0050 9.0 _ 15 _ 3~7 4_6~_ 30 0.1 378.70 378.55 W N 16" RCP (SEE OUTLET PROTECTION 383.03 CB# 12 j- CB# 11 _ C11 4492 0,10 I 0,30 5 5.1 I 5.1 1 7.22 - 0.90 0.87 1 1.9 0.0050 10.7 ~ 15 3.7 4.6 26 1 0.1 378.55 378.42 J DETAIL AND OUTLET PROTECTION SCHEDULE) CONCRETE ANTI- 382.87 CB# 11 DI# 12 C10 10530 0.24 I 0.54 5 5.3 5.3 1 722 I 0.90 I 0.88 1 3.4 0.0100 11.8 15 i 5.3 j 6.5 81 ' 0.3 378.42 377.61 Q TSB BOTTOM ®ELEV.=VARIES ONE 4.0"0 HOLE ~ 18" RCP FLOTATION BLOCK 380.75 DI# 12 I _DI# 66 C9 10235 023 0.77 5 5.5 5 ~ 7.22 0 40 0.74 4.1 0.0050 14.4 15 I 3.7 4.6 85 I 0.4 377.61 377.18 ~Z-+ - - 1---1- I I I I ~ (SEE SKIMMER DETAIL THIS SHEET) A A A A A _ 383.75 DI# 11 DI# 8 C8 4205 0,10 0,10 5 1_ 5.9 _I 5,9 722 0.45 0.45 0.3 0.0300 3.9 15 I 9.1 ~I 11.2 _83 I 0.2 380.19 377.70 I C I , I o sdo do w 382.93 DI# 10 DI# 9 C7 24426 0.56 0.56 5 0.0 I 5.0 ~ 7 22 I 0.40 ~ 0.40 1.6 ~ 0.0060 9.8 ! 15 ~ 4.1 5.0 68 0.3 378.10 ~ 377.69 H ~ ..~,.T,,.. , , 3do do W ado do bLu I IUIV VItW - 380.50 `DI# 9 DI# 8 ^ C6 31990 0.73 1.30 5 5.3 5.3 _I _ 7,22 ~0.60 0.51 1 4.8 0.0060 14.815 4.1-~ 5.0 83 1 0.3 377.69 377.19 V 1 2: 380.50 DI# 8 I DI# 7 C5 6159 0.14 1.53 5 5.6 1 5.6 1 722 0.80 1 0.54 5.9 0.0100 14.5 1 15 I 5.3 6.5 82 0.3 377.19 376.37 = 380.50 DI# 7 DI# 6B C4 33217 0.76 2.30 5 9 5.9 7.22 0.70 0.59 9.8 0.0100 17.5 18 5.9 I 10.5 101 0.3 376.37 375.36 W ~ I I ~ TEMPORARY SEDIMENT BASIN 1 WITH PERMANENT RISER & BARREL PLAN VIEW PL PLAN VIEW 380.75 DI# 6B DI#6A C3 7266 0.17 3.24 5 6.2 6 2 7.22 _I 0.40 0.62 14.4 0.0060 22.3 24 5.6 _ 17.5 120 0.4 375.36 374.64 J O No Scale 381.53 DI#6A CB#10 C2 10686 0.25 3.48 5 6.5 ! 6.5 7.22 0.85 0.63 15.9 0.0060 23.1 24 5.6 1 17.5 52 0.2 374.64 374.33 J Z NOTE: 380.38 _ CB# 10 I CB# 8 Cl 3778 0.09 3.57 5 6.7 j 6.7 w 7.22 0.80 0.64 16.4 0.0060 23.4 24 5.6 { 17.5 185 I 0.6 374.33 373.22 1--I W THIS DETAIL TO BE USED IN CONJUCTION WITH TEMPORARY SEDIMENT BASIN DETAIL AND SKIMMER DETAIL. Lo 382.49 DI# 5 DI# 4 B6 19119 0.44 0.44 5 0.0 5.0 I 7.22 0.40 0.40 1.3 0.0050 9.3 15 { 3.7 4.6 64 0.3 377.86 377.54 J Lo I i--q INSTALL REMAINDER OF STORM DRAIN SYSTEM IN TEMPORARY SEDIMENT BASIN LOCATION WHEN BUS FLOW 380.50 DI# 4 DI# 3 B5 31202 0.72 1.16 5 5.3 5.3 7.22 i 0.60 0.52 4.4 0.0050 14.7 15 3.7 1 4.6 131 0.6 377.54 376.88 ~ ~ PARKING LOT, SERVICE LOT AND DRIVE AREAS ARE PAVED AND UPLAND AREAS STABILIZED. TEMPORARY E SLOPE = 0% FLOW 380.50 DI# 3 - DI# 2 B4 41587 0.95 2.11 5 5.9 5.9 7.22 0.60 0.56 8.5 0.0080 17.3 18 5.3 9.4 151 0.5 376.88 375.68 LL J W - SEDIMENT TRAP AND DIVERSION TO BE REMOVED. d 381.71 DI# 2 CB# 8 B3 4336 0.10 2.21 5 6.3 6.3 7.22 0.60 0.56 8.9 0.0080 17.6 18 5.3 9.4 68 0.2 375.68 375.13 W J ~ I J o v) SLOPE = 07< GEOTEXTILE FABRIC SECTION A - A LINER MaWGEOTEXTILE FABRIC 378.78 CB# 9 CB# 8 B2 1427 0.03 0.03 5 1 0.0 5.0 7.22 1 0.90 0.90 02 0.0050 4.7 15 3.7 1 4.6 36 0.2 375.05 374.87 c SECTION A - A LINER 379.77 CB# 8 CB# 1 B1 { 4739 0.11 { 5.92 5 { 6.6 { 6.6 { 7.22 { 0.90 0.61 262 0.0200 22.3 1 24 10.2 32.0 35 1 0.1 1373.22 372.52 J CONSTRUCTION SPECIFICATION MAINTENANCE MAINTENANCE iANCE 376.63 CB# 7 1 DI# 1 A8J 18372 0.42 0.42 5 0.0 5.0 7.22 { 0.90 I 0.90 2.7 0.0050 12A 15 1 3.7 4.6 16 0.1 372.841372.76 Q O INSPECT RIPRAP OUTLETS STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION INSPECT RIPRAP OUTLETS -CT RIPRAP OUTLETS STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION 376.57 DI# 1 1 CB# 6 A7 8180 0.19 0.61 5 ' 5.1 5.1 7.22 0.40 0.75 3.3 0.0100 11.6 15 5.3 1 6.5 48 0.2 372.56 372.08 O O IND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. - 1 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL 9. EROSION CONTROL-CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. AROUND OR BELOW THE F SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. IMMEDIATELY MAKE ALL NE DIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. 375.98 CB# 6 CB# 5 A6 3042 0.07 0.68 5 5.2 5.2 7.22 0.90 0.76 3.7 0.0280 10.1 15 8.8 10.8 I 44 0.1 370.82 369.59 tn U ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY BELOW BASIN AS NEEDED. AFTER CONSTRUCTION. 373.30 CB# 5 CB# 4 A5 13730 0.32 0.99 5 5.3 5.3 7.22 0.90 0.81 5.8 0.0150 13.3 15 6.4 7.9 12 0.0 369.39 369.21 J U %10 1 OUTLET PROTECTION 373.18 CB# 4 CB# 2 A4 3145 0.07 1.07 5 5.3 5.3 7.22 0.90 0.81 6.3 0.0200 13.0 15 7.4 9.1 37 _ 0.1 369.03 368.29 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND 10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE. 6.65 OUTLET PROTECTION OUT OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. 11. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL OVERFILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. WELL DEFINED CHANNEL 372.67 CB# 3 CB# 2 A3 12592 0.29 0.29 5 0.0 5.0 7.22 0.90 0.90 1.9 0.0150 8.7 15 6.4 7.9 66 0.2 36928 368.29 Ca NO SCALE - Z 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUCH NO SCALE EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE 372.07 CB# 2 CB#1 A2 1 9584 0.22 1.58 5 5.4 5.4 7.22 0.90 0.84 9.6 0.0030 21.8 24 3.9 12.4 198 0.8 367.45 366.85 O d 1 OR TIMBER- MAINTENANCE 378.20 CB# 1 FES# 2 Al 2532 0.06 7.55 5 6.6 6.6 722 0.90 { 0.66 36.2 0.0080 29.8 30 7.5 36.7 1 44 0.1 366.85 366.50 1- C7 4. CONSTRUCT PERMANENT RISER AND BARREL ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) Z J ~ MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO DISSIPATOR PAD/OUTLET PROTECTION SCHEDULE BYPASS { I ne O FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST 1LE INLET 131#13 U2 412031 9.46 9,46 5 0.0 5.0 722 0.30 0.30 20.5 0.0050 26330 5.9 29.0 480 1.4 375.87 373.47 .n ~ U J m FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT (NYDOTMETHOD) NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE HOLD DOWN THE SKIMMER. NUMBER APRON APF 378.00 DI#13 FES# 1 U1 1-0 0.00 9.46 5 6.4 6.4 6.85 •0.00 0.30 19.4 10.0050 25.8 30 5.9 1 29.0 1 36 0.1 370.38 370.20 Q p W APRON APRON STONE D50 p < EMBANKMENT IS COMPLETE. LOCATION Q(fu11) Q(10) V(f.11) V(10) PIPE IIA OF PIPES LENGTH WID- 5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND CFS CFS FPS FPS INCHES ZONE La FEET FE l I I I I I I I I I I I I I I I I Q i LENGTH WIDTH CLASS DEPTH STONE SOIL POND - 6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE THEM. FEET FEET STONE INCHES SIZE TYPE 0 11- FEET 5 I 3.75 A 18 I 2"-6" LW 368.35 DI#23 FES"A" V2B NIA NIA NIA N/A NIA NIA NIA NIA NIA 9.52 0.0050 19.7 18 4.2 1 7.4 64 1 NIA 1360.851360 53 BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED FES#8 9.68 2.65 7.89 2.16 15 1 4 1 5 3: PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL FES#7 10.20 6.27 8.31 5.11 15 1 4 1 5 3: 5 3.75 A 18 2"-6" Ap I I I I I I I I I I I I I I I I I I I I COMM. NO. WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE. MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THESE DOES NOT WORK, FES#6 7.90 2.65 6.44 2.16 15 1 4 1 5 3: 7. EARTHEN SPILLWAYS-INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE FES#5 15.97 11.29 5.09 3.60 24 1 4 1 8 f 5 3.75 A 18 2"-6" Ap BUS LOOP CROSS PIPE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS- 8 A is 2'-6" Ap IN FES"B" V1 103056 2.37 24.19 8.69 8.7 8.7 6.30 0.30 0.30 45.7 0.0550 22.7 30 19.6 96.2 97 0.1 1358.321352 98 DATE NOV 2008 CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED FES#4 12.85 12.38 7.27 7.01 18 2 6 1 9 4 PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH FES#3 40.96 30.58 8.34 6.23 30 2 6 1 15 7 9 ~ 4. .5 B 22 5"-1 2" Ap 15 7.5 B 22 5"-12" Du I I I I I I I I I I I I I I I I I I I I DRAWN PPH BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE FES#2 36.64 36.17 7.46 7.37 30 2 6 1 15 7 SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT FES#1 28.96 19.43 5.90 3.96 30 2 6 1 15 7 15 7.5 B 22 5"-12" Du BIORETENTION #3 OUTLET I FILE NO. EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED: OTHERWISE SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, 15 7.5 B 22 5"-12" Wo 359.80 DI#22C FES"C3" W3 91,060 2.09 2.09 5 0 5.0 7.22 0.52 1 0.52 7.8 0.0300 13.1 15 9.1 11.2 42 0.1 352.99 351.73 7.5 3.75 B I 22 5"-12" Wo WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIR IMMEDIATELY. REMOVE ALL FES#C3 11.17 7.84 9.11 6.39 15 2 6 1 7.5 3. THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTIONS(S) TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FES#C2 11.17 10.87 9.11 8.86 15 2 6 1 7.5 3: I 1 I I I I I I I I I I I i 7.5 3.75 B ( 22 , 5"-l 2" _ Wo SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER FES#C1 8.64 12.38 7.04 10.09 15 2 6 1 7.5 3: EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. 8. INLETS-DISCHARGE WATER INTO THE FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE FES B 96.06 45.69 19.57 9.31 30 3 8 1 20 7 _ 7.5 3.75 B 22 5"-12" Wo BIORETENTION #2 OUTLET 1 1 BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE- FESA 7.42 9.52 4.20 5.39 18 1 4 1 6 4 20 7.5 1 I 24 1 5"-17" 1 Wo 367.40 DI#22B FES"C2" W2 95,140 2.18 2.18 5 0 5.0 7.22 0.69 1 0.69 10.9 0.0300 14.8 1 15 9.1 11.2 102 0.2 360.10 357.04 6 4.5 _A _1_ 18 2"-6" Wo I I I I I I I l I I I I I I I I I I I I I SHEET TO DIVERT SEDIMENT-LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY. LS#2 2.00 2.00 5.73 5.73 8 1 4 1 3 _ 3 2 1 A 18 2"-6" Du BIORETENTION #1 OUTLET La = LENGTH MULTIPLIER (x DIAMETER) 370.00 DI#22A FES"C1" W1 94,337 2.17 2.17 5 0 5.0 7.22 0.52 1 0.52 12.4 0.0179 17.1 15 7.0 8.6 79 0.2 363.42 362.00 TEMPORARY SEDIMENT BASIN WIDTH = 3 xPIPE DIAMETER I I I I I I I I I I I I ! I I I ! I 1 I I I I I cm 709 NO SCALE