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ROUP I N PLATS I G SUBDIVIS 0 RY MAJOR R PRELIMINA FO RO ` ~S ST ~ j ~ ~ ~ OO,~p00 0t 5~pg0 I ~ j
VELOPMENT D LTIPLE USE DE RATE MU NTS I INTEG DEVELOPME ~ t> I U ~ T- L? i
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THE TECHNICAL REVIEW COMMITTEE FOR 2 YEARS (DEV# 6773), SUBJECT TO THE APPROVAL OF APPROVAL BY
ANY REQUIRED STREET AND UTILITY PLANS AND PROFILES, APPROVAL OF A SEPARATE LAND-DISTURBING a , a ~ IJO
PERMIT AND/OR EROSION CONTROL PLAN, AND MAY BE EXTENDED BY RECORDING FINAL PLATS IN WJ ~ uJ~ CRES7WUOD \ P~~2 P.B. 6L' PG. 40 ~ ~ Z ~ ~ ~
ACC E WITH THE PR SIONS OF SECTION 9-6-12 OF THE HIGH POINT DEVELOPMENT ORDINANCE. CL. ~ ~ ~ a C:
I ZONING % ~
, • ~ ~ - ZONING: CU-PDR (PERMIT # 01-23} ' ~ ~ ~'l ~ ~ I-d
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DIRECTOR OF PLANNING AND DEVELOPMENT DATE ~ 07 ~f Q p C
PROPERTY DATA G r ~
fTE UV4RK DRAINING fNDEX S rd~ S - i
TOTAL ACREAGE: 70.19 ACRES TAX MAP 73/1/69 LOTS 136-138 180/2/43 LOTS 126-130 1 ~ E u;
ENT BLOCK MITTEE ENDORSEM VIEW COM TERM HED RE 6 7 WA S - 09B 1018 4 LOTS 6 & 6 180/2/38 LOTS 90 92 9470 / / 6 & 67 CVR COVER ~ ~ u~ p
_ 180/2/41 LOTS 131-136 61/1/3 LOTS 129 ~Y~^ T ~ ~ Q ~ Ci _.,~.,'~NG CONDI.IONS -
C2 DEMULITION PLAN ~ t~ U ~ _ C1gm
W 73/1/59-62 LOTS 72-75 THIS WATERSHED DEVELOPMENT PLAN (DEV.# 6773 )IS APPROVED BY THE WATERSHED REVIE C3vVERALI LAYOUT ~ ~ E ~ ~ o
COMIa1T~TEE. C4 INDEPENDENT LIVING AND COMMUNITY CENTER LAYO JT & UTILITIES I ; o ~ ~ x ~ mU pQc C5 NURSING HOME LAYOUT & UTILITIES i _ p ~ ~ ~
} OWNER DEVELOPER: MARYFIELD INCORPORATED / C6 COTTAGES LAYOUT & UTILITIES > - L
l ~ ` ; ~ ~ y ~ jj z ~ 1315 GREENSBORO RD. N - o~ C7 OVERALL GRADING ' ~ ~ rY ca ~ ~
DATE HIGH POINT, NC 27260 DIRECTOR OF PLANNING & DEVELOPMENT PHONE: [phone] C8 iNDEPENDENT LIVING AND COMMUNITY CENTER GRADING a ~ ~ c, c - u} ~
LOCAL CONTACT: SISTER LUCY HENNESSY C9 NURSING HOME GRADING ~ ~ ~ ~ ~ z~~ I
C10 COTTAGES GRADING _ _ ~ C11 STORM SEWER UTILITY PROFILE ~ ~ w ~
APING PLAN R LAND AL F PPROV RA FFICE NT EME FR EN 0 OFF-STREET PARKING o n. C12 STORM SEWER UTILITY PROFILE r cn
C13 SANITARY SEWER UTILITY PROFILE I
PARKING REQUIRED: 1. C14 ;~~..,D WIDENING PLAN /PROFILE
THIS PLAN APPEARS TO COMPLY WITH THE PROVISIONS OF THE CITY OF HIGH POINT DEVELOPMENT ORDINANCE 133 INDEPENDENT LIVING APARTMENTS CONCERNING LANDSCAPING. ONE BEDROOM: 79 x 1.5 = 119 C15 ~ ~ ! 4 NI N PROF F 119 ~GA.r W DE NG PLA / 1L~
TWO BEDROOM: 54 x 1.75 = 95 (;16 PRi_- GONSiRUCTION EROSION CON'S ROL PLAN , ~ ' 95 C17 ~ ~ C ~ ~,1~ !NDEPENDtNT LIVING AND COMMUNITY CENTER EROSION CONTROL
~ ~ C18 ~ T ~J Y; ivURSING HOME EROSION CONTROL
CONGREGATE CARE FACILITIES F 'A` ~ i9 COTTAGES HOME EROSION CONTROL ~
ENFORCEMENT OFFICER _ DATE 48 BED ASSISTED LIVING (1 PER 4 BEDS} - 12 ,20 EROSION CONTROL DETAIL ~ ~ } 32 d~pp C21 FL;'OSION CONTROL DE~~AIL ° `L ~ ~ 4
125 HEALTH CARE BEDS (1 PER 4 BEDS) = 32 30 C22 ~ ° '
30 VISITORS (1 PER) = 30 FIRE PROTECTION PLAN _ ~ c c Ul 67 C23 ~~JA ERSHED CONTROL PLAN a v ~ Mi
TE F C MPLIAN E 100 EMPLOYEES (2 PER = 67 FI A 0 ERTI C C RS VELOPE W~IERSI DE 0 _ _ _ _ 0 STAFF DOCTORS (1 PER) - 0 _ 0 C,14 Dt ',ILS ~ ~ a w a - o r~ ~ e
- C25 DETAILS `>.4' ~ Ca ~
NT A.f' COMMUNITY /WELLNESS CENTER I ,S ACCEPT THIS SUBMISSION AS MY PLAN OF DEVELOPEE AND . REE _ C26 DETAILS r~ ~ ~
INSTALL ALL IRE IMPR NTS AND COMPLY WITH THE CONDITIONS OF APPROV 228 UNITS 1 PER 2~;, - 10 TO 10 C27 'DETAILS ~ ~ ~
47 COTTAGES C28 I ?r T AILS ' r~o , c~~
® ~ 133 INDIVIDUAL LIVING 1/ T LlVIN 48 ASSIS ED G ~y li_ k'
AT TOTAL = 365 365 a ~ ~ , _ . i
0 R/DE 0 D E
• ~ ~ ~ i ~ (p ~ I
PARKING PROVIDED: N} « 0 C) I X164 ¦ ~ ~
NTROL: EXISIING =164 FF CO N F RUNO ATIO 0 ERTIFIC EERS C ENGIN PROPOSED (INCLUDING fit UNDERGROUND SPACES) =329 329 ~ a; ~ '
Y
IANCE WITH T11E CITY OF HIGH POINT STORMWA R TOTAL -493 0 493 ~ r
I CERTIFY THAT THIS PLAN WILL CONTROL RUNOFF IN COMPL GUIDELINES FOR WATER QUALITY AND FLOOD CONTROL, AND THAT THE RUNOFF CONTROL MEASURES H ON 3 INSPEC110N FEE TABLE ~ U a ci I o 3
THIS PLAN MEET OR EXCEED THE GUIDELINES OF THE SAME STORMWATER GUIDELINES F QU TY AND WATERSHED CALCULATIONS : /FOOT LENGTH (I.F) TOTAL ~ 1, , U) ~ 3
FLOOD CONTROL T ~ C ' SAKI , ARl .,E~NER MAIN 0.75 X 2 707.45 2 030.59 ~
TOTAL ACREAGE = 70.19 ACRES ~ ~ ~
EXISTING BUILT UPON AREA (PRE 7-01-93) = 9.14 ACRES DATE: ~ FOR B.U.A. - 70.19 - 9.14 = 61.05 ACRES WATER MAIN 0.75 X 3450.70 = 2 588.03 J
_ REGULATED AREA , h PROPOSED B.U.A. = 11.46 ACRES
SIGNATURE: PROPOSED B.U.A. % - 11.46 / 61.05 = 18.77 LOW DENSITY ROADWAY 0.50 X 986.43 = 493.22
3 `d~'~ ~ s~ WATERSHED: CITY LAKE (TIER 3) 9. ''"r. - yi. Q TOTAL= 5,111.84 ~ U
~~J s~~~" ALTERNATE MEASURES fN ACCORDANCE WITH SECTION 9-7-6(b)(2}. r 2}. ' ,
+?nae~ras~~~ F- ~~~j
Y TEMS RM S AND TO R S TER SEWE PRIVATE WA i
- OPEN SPACE CALCULATIONS I Z
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~ RDS. HOWEVER AL UT1LI1'IES NOT 180 DWELLING UNITS {2.5 AC/DU x 1.80) = 4.5 AC REQUIRED ALL ON-SITE UTILITIES SHALL BE CONSTRUCTED BY THE ,ITY OF HIGH POINT STANDA , i ,I H,
- - AY SHALL BE PRIVATE WITH MAINTENANCE TO THE 5.3 AC PROVIDED LOCATED WITHIN A PUBLIC EASEMENT OR PUBLIC RIGHT OF W Z
WATER, SEWER, AND STORM SYSTEM5 PROVIDED BY THE OWNERS ASSOCIATION OR PROPERLY OWNER(S).
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LLD N PAD TANDARD NOTE R BU I G S S E TE DR AGE FO AD UA AIN WATERSHED- TER SUPPLY PUBLIC WA .D NOTE ua
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ATE WITHIN A PUBLIC WATER SUPPLY WATERSHED - ALL NEW CONSTRUCTION SITE SHALL PROVIDE ADEQUATE DRAINAGE FROM THE BUILDING FOUNDATION. FOR THIS PROPERTY IS LOC D ~DATION. FOR RESIDENTIAL tJ- R J
DEPARTMENT RESTRICTIONS MAY APPLY. CONSTRUCTION THE GRADE SHALL SLOPE A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET FROM THE F r FROM THE FOUNDATION AS
REFERENCED IN N.C. STATE BUILDING CODE. ADEQUATE DRAINAGE SHALL ALSO BE PROVIDED FOR NEW COh R REPRESENTATIVES ~ FOR NEW COMME CIAL C`)
CONSTRUCTION IN COMPLIANCE WITH THE N.C. STATE BUILDING CODE•
A REEMENT MENT G ILITY EASE ECTRIC UT BLANKET EL E- z
- h EEMENT CIVIL ENGINEER d
ND EASEMENT AGR T TION PO NKET WE DETEN BSA .NT KOONTZ-BRYANT, P.C. CL
RDING THIS PLAT DOES HEREBY ACKNOWLEDGE AND GRANT TO THE CITY OF - THE GRANTOR, IN RECD , 6909 INTCRNATIONAL DRIVE SUITE 100 ' = I
HIGH POINT AND ITS SUCCESSORS AND ASSIGNS A BLANKET UTILITY EASEMENT FOR THE PURPOSE OF INGRESS AND EGRESS TO ERECT, CONSTRUCT, OPERATE, MAINTAIN, PATROL, INSPECT, SERVICE, THE GRANTOR, IN RECORDING THIS PLAT, DOES HEREBY ACKNOWLEDGE AND GRANT TO THE CITY OF ;ITY OF GREENSBORO, NC 27409 ~ C~
REPAIR, REMOVE AND RECONSTRUCT, UPON, ALONG, ACROSS AND UNDER SAID PROPERTY FOR THE HIGH POINT AND ITS SUCCESSORS AND ASSIGNS A BLANKET WET DETENTION POND EASEMENT FOR r FoR CONTACT: MONTE J. MORESCHI ~
PURPOSE OF MAINTAINING ELECTRIC LINES, TOGETHER WITH ALL RIGHTS AND PRI`,~LEGES NECESSARY THE PURPOSE OF INGRESS AND. EGRESS TO PATROL, INSPECT, AND SERVICE, UPON, ALONG, ACROSS acROSS 336 665-0200 u- ( }
FOR CONVENIENCE OF FULL ENJOYMENT OF USE OF SAID LINE AND RIGHT TO ENTER OVER AND UNDER SAID PROPERTY FOR THE PURPOSE OF MAINTAINING THE WET DETENTION P01~t0, 0 ENT OF
ADJOINING LANDS OF GRANTOR FOR RIGHTS AND PRIVILEGES HEREIN GRANTED. TOGETHER WITH ALL RIGHTS AND PRIVILEGES NECESSARY FOR CONVENIENCE OF FULL ENJOYMENT OF USE OF SAID LINE AND RIGHT TO ENTER OVER ADJOINING LANDS OF GRANTOR FOR RIGHTS AND } - - - :ND ~ I
THIS EASEMENT ITSELF CONSISTS OF 5 FEET FOR UNDERGROUND LINES AND 15 FEET FOR OVERHEAD PRIVILEGES HEREIN GRANTED. DESIGNER OF RECORD:
LINES MAINTAINED BY THE CITY OF HIGH POINT EXTENDING TO EITFIER SIDE AND RUNNING ALONG U DESIGNER NAME / LIt,ENSE# TELEPHONE
THE DISTANCE OF ANY UTILITY LINE OF THE PROPERTY. THIS EASEMENT ITSELF CONSISTS OF 20 FEET fOR ACCESS TO THE WET DETENTION POND FROM
PUBLIC RIGHT OF WAY AND 20 FEET AROUND THE WET DETENTION POND. 'h'~:.° DATE:
GRANTOR COVENANTS AND AGREES NOT TO CONSTRUCT ANY STRUCTURE OR PLACE ANY PAVING OR VI M NTE J. MORESCHi NC ?5543 , 6 - ?OO SEPT~M~ER 36, Zoe CI L 0 # (33) 665 0~ ; DING OR
PLANTINGS (OTHER THAN SMALL DECORATIVE PLANTINGS) OR OTHER IMPROVEMENT PERMANENT IN GRANTOR COVENANTS AND AGREES NOT TO CONSTRUCT ANY STRUCTURE OR PLACE ANY PAVING OR NATURE ON THE EASEMENT HEREBY GRANTED, WITHOUT CITY APPROVAL AND THE CITY SHALL NOT pLANT1NGS (OTHER THAN SMALL DECORATIVE PLANTINGS) OR OTHER IMPROVEMENT PERMANENT IN 1 0 dT IN
BE OBLIGATED TO REPAIR, REPLACE, OR RESTORE ANY SUCH STRUCTURES OR OTHER IMPROVEMENTS NATURE ON THE EASEMENT HEREBY GRANTED, WITHOUT CITY APPROVAL AND THE CITY SHA(_L NOT ,1 SCALE' ' NOT ~ _
DAMAGED, DESTROYED, OR REMOVED BY GRANTEE CING, MAINTAINING, REPAIRING OR BE OBLIGATED TO RE LACE, OR RESTORE Y SUCH STRUCTURES OR OTHER IMPR VEMENTS CEMENTS 1 , ~ NIA
R~pi erinir_ ci iru ~ iru once---9 nbuar.Fn HEST n ~R RF~nvFn ~u. IN TH WET DETENTION °OND. ~ B 1
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1. BEFORE ANY CLEARING, THE CLEARING LIMITS SHALL BE ~ - t , FLAGGED. ~ , . 4 - i _ F-
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3. AT THE PRECONSTRUCTION HEELING, THE LAND-DISTURBANCE ~w - ~ , ` ~ - - TEMPORARY DIVERSION DITCH ~i RESPONSIBLE FOR OFFSET BORROW AREA NOT REGULATED BY i p
PERMIT YNLL ~ ISSUED. - ~ ~ o, , ; 9 TOP YNDTH = 6 THE PROVISIONS OF THE MINING ACT OF 1971 ANO OFFSET ~ ~
4. INST ~ ~ PERM ENT /TEMP ~ ) ~ ~ ALL THE CONSTRUCTION ENTRANCE AT NORTHWEST SIDE ~ " , ~y FOR SITE RUN w ' i\~ ; _ ~ , ~ ~ " / ~ ; ~ LINER =NORTH AMERICAN GREEN I ~ WASTE AREAS OTHER TWAN LANDFILLS REGULATED BY THE , _
OF THE ATE NEAR SEDIMENT BASIN 1. LIMITS OF CONSTRUCTION ~ ~ ~ DI ON DITCFI i~ ~ , ~ , 5. PERF ak - ~ ~ - ORM CLEARING ANO GRUBBING OPERATIONS AT SEDIMENT i.~.;w~° ; ~r ~ ~ : ' ~ , : " S75 SINGLE NET STRAW BLANKET DEPARTMENt OF HUMAN RESOURCES SUCH AREAS SHOULD BE ~ J - ~ EQUIVALENT CONSIDERED SEPARATE LAND DISTURBING ACTIVITIES SUBJECT TO
BASIN 1 and Y ~ s~ ~ ' T YYIDTH ~ 10 f ~ ~ 2 B CLEARING ONLY ENOUGH AREA TO ~ r _ ~
U =NORTH ERICAN GR ' ~ ' ' ~ ' k , ` CONSTRUCT THE BASINS. _ - ~ ' r ~ ; , ~ ~ u ; ~ is ~ , -.y~ .-t' - ~ - ` / THE SEDIMENTATION POLLUTION CONTROL ACT 1973. OFFSET :';i ~i ~ BORROW AREAS ARE SUB,~CT TO THE REQUIREMENTS OF THE ; ; , i
s. SEDIMENT BASIN EMBANKMENTS AND WALLS SH ~ ~ S SINGLE NE STRAW BLAN , ~ ' , ~ , , r ~ ~ ~ ~ - ALL BE , ~ . r ~ ~ r~ r.. - - - - SEDIMEN _ I~agN 2 - 9 , ~ MINING ACT OF 1971. I
~R EQUIVALEN INSTALLED ACCORDING TO STORM WATER POND DETAILS. , ~ ; ( , ,f~// r ~ , ~ << SURFACE AREA 5,938 SQ. FT. Z
7. WHEN CORE-.AND E1~ANKMENT WORK HAS PROGRESSED AS - ~ ' , ~ , , u ` ~ v ; ' ~ _ ~ ' DEPTH = 4 FT. _ 0 Flow - 9.30 cis ~ {
EO N Tt1E DETAILS INSTALL POND EFFUIENT STRUCTUR _ r ' - ~ , ` ~ ~ - ES r.. r i s~, AND DISCHARGE PIPING FOR THE STORM WATER PONDS. ~<r` t% ;?F ~ ! " ~ - AREA INTO = 3.18 ACRES
8. LUG ALL EFFLUENT STRUCTURE HOLES AND INSTALL A 10 / ~.~5 , , ~ ~ , ; ; S - ' WEIR LENGTH = 13 FT.
IIr+~ ~ ~ t + . ~ , ~ INCH METAL RISER PIPE WITH B INCH DRAIN TO THE EFFLUENT U ~ ~ , ~ ; , ~ ,.;,z , _ . , , _ F~ ~
STRUCTURE. THE BOTTOM 3 FEET OF TH ~ ~ ~ - E EFFLUENT STRUCTURE C' = ' ; , ~ , ' ,,1, ,r- , ~ r _
~ ~ . ' SHAD. BE , ~ ~ . u 5' i i ' / ) ~ / - FlLLED WITH CONCRETE TO 1ST BELOW THE 6 INCH 13. INSTALL OTHER EROSION ANO SEDIMENT CONTROL r } ~ ~ ~ ~ ~ '~~r ' , _ _ _ = - ~ ~ . qs. Q ~ ) l - ~ - 1
DRAIN INVERT. MEASURES ON-SITE AS INDICATED TH ` , " ~ ~ • . ; ~ : ~ ON E DRAiMNGS. y ' ~ - - - ~ ~ 0
9. TH Fl ~w~,, ~ , ~ - E RST 4.25 FEET ABOVE THE DRAIN INLET INVERT ON THE 14. PERFORM SITE DEMOLITION WORK AS SHOWN ON THE ~T ~ , ~ , 9 ~ J ~ ~ ~,~1v ~ -
RISER SHALL ~ PERFORATED WITH 1 /2 INCH HOLES SPACED DRAWINGS. ~ ~ . ~~'y," ' ~ ~ ; ' ~ TOP OF TR 7 iF TR 7 ~ ~ . ~ ~ ~ . ~ S? ~ EI ~G
APPROXIMATELY EVERY 3 INCHES IN EACH OUTSIDE VALLEY. 15. STRIP TOPSOIL AFTER CLEARING AND GRUBBING. TOPSOIL uz- ~ ~ . , , ~ ~ , , ~ <,r. ~ ~ ~ ,-Y IR AT 7 5 10. INSTALL TRASH RACK W/ AN71 V(>RTEX DEVICE ON THE PILE(S) SHALL BE WITHIN CONSTRUCTION LIMITS. TOPSOIL y ~ ; . _ ~ 4, . t ~ AT 7 5 , ~ ~ ~ ~ ~ ,/y~1 ,
EROSION CONTROL METAL RISERS. PILES SHALL ~ SHAPED TO PROMOTE POSITIVE DRAINAGE ~ry"~ ' ~~~w `,4 _ N' ~ I CY''§~ ~P• , ~~c~ , ~ DATE:
11. PERFORM CLEARING ANO GRUBBING ATIONS A '~.'~,z~ SURFA AREA OPER CCORDING THE PILE. TOPSOIL PILE(S) SHALL BE SEEDED OR COVERED _ ; : ~ , 'N» AREA = 3, SQ. FT.~ ~ SEPTEMBER 16, 2(}05
TO PLANS AND SPECIFICATIONS AFTER SEDIMENT BASIN 1 ANO 2 (THIN ~ , ~ / DEPTH = 4 FT. (15) FlFTEEN WORKING DAYS. , , . ; =4FT.
ARE INSTALLED BY STARTING AT THE OUTSIDE PERIMETER TO 1 s. PERFORM CUT ANO Fl r ; ~f ~,,,u ~ \ FLOW s.OB CFS ALL LL GRADING OPERATI(3~IS - a ~ 6.08 CFS 1: "MERE AR': FOUR 4 MI , ~ U TS OF CONSTRUCIION SHOWN ON
ALLOW INSTALLATION ~ INITIAL EXTERIOR EROSION AND ACCORDING TO PLANS AN Fl ARE INTO = 2.0$ o ~Ea ca~nONS. - _ INTO = 2.08 ACRE5 ' ~ 1HIS PLAN. 1, scA~E: J 1 "=100'
SEDIMENT CaN'I~tOL MEASURES- TNFS~ uFegIRFS uiriiin~ nnn~~un nn~re Mlu~ nr nen~rnrn ti~ rw,wr~. ``~~T~~.r` WEI LENGTH = 8~ .ENGTH = 8~FT. . . 2. THE TOTAL ~IS1l1RRFD ARFA is 9Q ~0 A(:RFC
TEMPORARY SEDIMENT TRAPS 1 THROUGH 9 AND TEMPORARY ' 3. THE PERCENT OF DISTURBED AREA ON THE TRACT IS 41.7
SLOPES WITHIN FIFTEEN (15) WORKING DAYS FOLLOWING DIVERSION DITCHES 1,2 4 THROUGH 13. NOTE: CONTRACTOR COMPLETION ANY PHASE OF GRADING AND PERMANENT i PERCENT. JN:
SHALL NOT PERFORM ANY CONSTRUCTION NORTH THE SANITARY F GROUND COVER OR ALL DISTURBED AREAS FOR THE SHORTER / 4. THE PROPOSED TRAILS ARE MULCHED AND INTENDED TO WORK 4606 1
SEWER OUTFALL EASEMENT. DURATION OF FIFTEEN (15) WORKING DAYS OR THIRTY (3O) . WITH THE EXISTING TOPOGRAPHY.
12. INSTALL SILT FENCE AT FILL SLOPES ALONG THE CITY LAKE CALENDAR DAYS FOLLOWING THE COMPLETION OF
AND AROUND TEMPORARY SEDIMENT TRAPS AS SHOWN ON THE
DRAWINGS. CONSTRUCTION DEVELOPMENT,
<-----CONTINUED ON SHEETS 17, 18 AND 19-------> C16

_ ~ _ _ ~ . , ~ i ' Y -
_ i ~ ~ ~ ~ ~ ~ i ' ii i ~ r> - ~ ~ i
~ ~ ~ p . ~ ~ i ~ i t i r ~ - , ~ s` DITCkE5 TO SLOPE D~J ~ ~ .AREA ~ - 4.~7' ~S'" a
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TOP M1D1H = 10 ~ ~ ~;?1 l~R • NORtH AM~ifCAN ~ ~ ( ~ ~ ~ - ° ~ ~t - - • TO ~4:C~i! ~(r! / ,e
_ r ~1 GLEN S75 ,o ~-=a-- ~ ~ ~ .i ` SINGLE NET _ _ ~ ~ , , a~ , i
S1RAW BLANKET OR ~ " ~ - _ 8 -z ~ EQUIVALENT , ~ 20 ; ~.5.
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, ~ _ i. ~ ~ ~ N - ~ s; '1 U (L ~ N c - f i
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t ERD'SION - I11[ENT ~ ~ n ~ ~ _ . , , . _ - ~ ~ ~ ; _ , -
_ . CUNT.~I~L .~'~AN _ • ' ~r < _ J N , . - - - alms of ~a~?rRUC~10N _ ~ ~
_ t li ~ rte. ~fl__ - ~ ~ , ~ A ~ ~ ~ i , - _ ~ ~ r'~r--i.__
_ B TEMPORARY DAIERSION. . ~ i
/ ' 1 i , . -~--c- - - ~ ~ ..SEDIMENT FENCE 8 , L ~ A ~ i . - I ~ c ~
J ~ / \ t v'-rnm ~ N ~ c 1 C3) 0
~ ~ - `
, , , ~ W - 0 } - ~ _ ~ ~ ~ ~ _ ~ ~ - ~ ~ C , - _ r Qwa ~
~ ~ ~ ~ 0 i.. . 8 , , 0 , ~ - CONSiI1;UCTION Q ~ r ' T4~? _ ~ ~ ~ o r~ _ _ ..T~Ip. ~ 1 ~ o
- _ - ' ~ - ~ ~ . ~ . ~ ENTRANCEyQtfT ~ t , - ~ ~ O ~ i'r fi SIP: o~~ c>$' ~TE D 0 o , , , ;j 4- n1
_ _ p o - - _ ; ` _ .SLOPE DRN _SL~IMEN~IAi1QN.1'RAP _ , . { i - i ~ ' i, ~ tf) ~
• . , _ ~ ~ CK OAM _ ~ _ R ~ --cHE i - / l
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- - y , ~ , . - ~ ~ - - _ \ j 0 ~ / / ~~i O o ~r? - / U 4 E
- , ~ ~ ~ ; ~ 7 ~ „4 ti ~ _ i ,1 ~ ~ ~ w.. ~ - - t ,
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o - 1 r - ~I. ~kIP::TOR.OF . - _ _ ~ _ , . ~ ~ ~ W
- Di1~Sl. ~ ,~,r _ , t ( ~ ~.d
SLOPE , a~ ~ ,DRAIN _ , , , t ~ r . ' , ~ ~ ~ A
- ,I , - ~ "t - TOP- OF'; ~ ~ - ~ , , , - A, ~ v - LL -
~ , 1 - ~RAfr 795 ~ r ~ , ~ - ,
' ~ - - _ ~ J WEIR AT 793 - ~ - - _ - _ - 29. R'FORM ATE`, M WA~I~'~ CTURES',ANI _ , z ~ / ~ ! ~ J ~ ~ ~ ~ ,
~ - ! I' , I SfAGLA71bN.~, EGT;,,~~1NOFR' ~ROTEC'IED • . d , , ~ ~ ~ ~ ~ ~ ~
-~s _ ~ ~ z ~ SU _.3;000. FT. ~ ~ i ~ ~BY USE. ~ TEM Y~~ C~, BE~tMS,AND`~~ . - ~ _ ; IS ,AND" 1 ~ ~ ~ ~ ~~'~Y ~ ~ ~ ~ ' Z , i~2 ~ ~'ORAI~Y ~;:~E' DRAIN ~ ' i
- t~ _ . . ~ T , , „ ~ ~ ~ k- AR ~ - 0,20 `ACI~S~
FLOW ~ ~,6.08~ C~ ~ - - ~7:, AFTER 'EACH pFIASE' \ ,CON'S OTI REPOSITION AREA '~It~'t0~` ~ 'v1 - ~ ~ ~ ~ ~ ~ A'N `,N RY~ TO~ ~ ~ ~ Z OSITI4N ~ 4 ~ E ~
F L , 2.08 ~ ~ DIV~iSIOI~) ARMS, D DIT E~ AS CES r. 8 ~ ~ ~ FAINT N' OSION TO ~ ~ U - , ; ' ~ a~ ~
~~WL~N~ LLNGTH,~ FT ~ ~ ~ ~ ~ ~ ~ ITS OF CdNSTRUCT~I ~ ~ , ~--t-- ' - _ , / ~ 28. 6E LLDI G, FOU ~Tt S ~PbUR~ AL.I. ~ ~ / i ~ ALL
~ , N ~P , 1 v PA ARE~AS~ SHOULD itECE~ ~A_ t;J~YE~t OF . V~,E TQ ~ Z ~ ~ - 1`.~i t ~ 1 ;,I
- ~ Y ST ~E~, THE SITE. ~ i
~ ~ ~ ~ ~ z~~ i ~ ` 1 ' ~ ~ ';r•,' 29. OSION °•CO~i ,-MEASURE '-SkIA~l.' STAY. MI ~ _ ~ IN ~ U) ,W _
=_.r-_ _ ~ _ '1~ ~ ~ ~ ~ ,PL~1 AND, 6E MAIN NED,UNTIL TY OF HI ~ ~ ~ ' ! ~ J
1 ~ LNG` A ONS~~' ~ ~ ~ \ 011!IT~'I TOR'~O~~TE~IN A ~ER ONi, 8. PERFORM ALL CU LL~'~ iIPER \ NSP6,C E, ~ CON 0~ R ~ ~ , ' t ~ ~ CAN ~ ~NI 0~ ~ ~ ~ ~
ACCORDING TO PLANS AN0 E TI~tS. ~ ~ , D~VISE~ ~ BE ~ VED., ~ , ~ \ ' , ` . FDA ' ~ ~ ~ ~ ~ ~ ` I ~ ~ 1,,. ~ ~ ~ Z 7 s ~ .;n ~ ~ ~ _
N i P V1 E ~ ~ T M TION NS OktM 19. GROU D COVER SHALL R~} . th~l,, DOSED , VER ysEDi ~N 5T ~ I. ~ ~ ~II~G r'~ ~ ~ ~ L1.1
SLOGS WITHIN FlFTEEN 1a WOIZKI ~1 - OWING ~ ` WA'~ER, b~,S ®Y ~tEi~OVING METAL.. RI , Oi~NING ' ( ~ , ~ ~ ~ COMPlET10N OF ANY PHA Oa 'GR NG D`F!~tMAN~N~-' ~ HODS •~F'FLUENfi STRUCTURES; RE VING EMfi, , ` , ~ A~JI OF ,
GROUND COYER FOR ALL D TURK , R ~fOR THE SKOR ~ ~ ' ~ FiNE ~ ADINC, ~ F'OREBAY 'tNSTI?TK>N, ~ ~ i ~ t . i , ~ '
~rv ~ ~ ~ ~ ~ ~ EFFL T'STRUCTUI~E, ETC. DURATION OF FlFTEEN (15) ~ INO ,THIRTY - ~ , 1 ~ ~ ~ ~ ~ t ~ -
~ ~ ('~31.`~ OR~1 FINAL UP ' ~ TOl1C~lU ~ SE'EOING',~ CALENDAR DAYS FOLIOWIN 'TH C ~ LETI ~ CONS C~I~I- ~ ~ ~ . ~ 1, , EKING ~ ~ - . , , ~ rv
~ AFT iEM~RARY ~Rbs~ ~o~TRa. MEA E DEVELOPMENT. . ~ ,gyp , , u ~ ~ r . ~i 'ETCH- ~ • 1 f 1 _ , . ,
20. TEMPORARY SLOPE DR A ~ AN DI ~ ~ ` ' - ~ ~ ,REMOV'Ai. OPERATION: , , I . _ ~ ~ J \ V .tiw. ~ - _ i ~ _ ~
DITCHES TO SLOPE DRAINS , ' BE INST '~E ` ~ - ' ` - ~ A • i ~ ~ ~ ~ 'ail . , _ - _
FIRST 4 FEET OF Flll HAS ~V ~ ~ ~ ~ ,I~ ~ , ~ D ~ 21. FlLL SLOPES ALONG q E~ , A1:L, GE ,AND wpp ~ r ~ ~ ~ ~ - -
COVERED IMTH SINGLE NET A~V'~ ~ ET ~SU TH ~ ~ ~ , - c, , , .
_ ~ ~ ~ ! A~IERtCAN ~RE~1--S ~ ~ ~ , _ 't i
~ , ~ . ~ ~ i OR WITHIN (15) WORKING D Y~„- TIOM, 0~` Y _ , - , ~ x~ ' 1 ~ DATE: '~~a
~7:d .i; _ ~ PHASE OF GRADING. ~ - T~IPORA~RY ~ ON DITt~I J ~ ' ' ~ ~ RAT 777 ~ ~ ~ ` SEPTEMBER 16, 2Q05
22. SLOPE DRA~1S SHALL E D6D A5 ~ If~' , G ~ ~ - ~ ~-C- . , ~ TflP D9H~~ 7 ' ~ ~ r ~ ~ OP OF TRAP 779 - 1~ I ~.J~~
THE FlLL OPERATI ~ ~ - ON. ~ ~ UNE~R - NbNE _ ; ~ - - „ ~ ~ SCALE: ~-t ~ ~ j ~S~ ~
23. TOP OF SLOPE DIVERSION DI ES 'SHALL INSTALLED AT ~ ~ ' , ~ ~ . ~ ~ - - ' ~ ' - , ~,~,.~1iP~4 ~ ~
THE END OF EACH DAY TO OIREC RUNS` IN ~ ~ THE 1 ` ~ ~ ~ ~ ~ ~ . , St1REA(`F AREA .2.922 S(3. ET. ~
TEMPORARY SLOPE M. AINS / DEPTH = 4 FT. I
24. TOP OF SLOPE DIVERSI DITC S ANDSLOI~ DRAINS _ - " ar, J N: FLOW = 171 CFS
SHALL BE INSTALLED ALON CUT SL AFTER 6 FEET OF CUT. ARY 4606 AREA INTO = 1.27 ACRES
ae rat 25. CUT SLOPE SHALL BE ED A RIEVERY FEET OF CUT SEEDING NOTE: WEIR LENGTH = 6 FT.
N: : OR WITHIN 15 WORKING D YS FOLL NG , COMPIE ON OF ANY TER MC.,AN 15 SII~t;I: E / AREAS TO BE SEEDED SHALL BE RIPPED
. PHASE OF GRADING. CUT ES OF .1 "SMALL C RED WITH K-Elt - N~CCV EOUFV- _ AND SPREAD WITH AVAILABLE TOPSOIL 3" TO 6" IN DEPTH.
SINGLE NET STRAW BLANKE {SUCH A NORTH AM CAN GREEN w_ C17
--S75--OR-FM .

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~ . ~ y n~ TEMP. T , SLOP~?~ , LION ~ 7 ~ i r., ~ ?i ~ ~ ~ ~ a ~ a ~ a w z
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~ ; ~ F ~ _ _ TEMP N ~ ~I ~ ~ - ? ~ f ; r- ~ ~ ~ 1 ORARY SL AI ~ , ~ ~ I. I, ~ ~ ~ r / i- \ r
; ~ FI ~ EA 0.57 ~ F~ ror , I~ I ~f ~ gyp' ~ il, r ~ NQ , , r 1 C / ~ t ~ ~ # ' w W U 1 > ~
na - - ~ ~ ~ } , ~ ~ '
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~ _ ~ ` ~ ZW Z~ X111 _ , _ Q ~
~ ? ~ . I i Iii ~ / - ~ jl ~ ~ ~ ~ I r"",~ _ - _ _ _ _ _ , ~ ~ w ~ ~ m z l C ~ Y _ ~ ~ ~ i i ~ ~ ~ U
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~ , - , TCH TO OPE AIN ` , n _ - x~ A ~ ; ~ ~ O ~ h ~ r 1
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I ~ ~ ~;I,~ ~ . \ , 1 I f ~i u - t~ i J c U ~ ~ C { ~ ~ ~ ,
_ , , ! ' 0 TEMPORARY DIVER~aN CH ~ ~ ~ ~ ° _ ,
I~ I ~ ~ - ~ I, ~ i N - ~ ~ i ~ ~ I - - FOR OFF ATE RUNOFF ` ; Z w ° ~ i ~ ~ w ~ U
~ = err d 1 .Di~'S1 ITCH > . ~ 0 O q. o; T~' WIDTH ~o m ~ j rn~~~ _ ~ ~ ~ LINER =NORTH AMERICAN GR ' ~ ~ Q ~ ~
\ ~ ~ ~ I ~ f t _ 9 _ ~ 1 _ I li 1 , . _ ~ , ~ ' ` ' ~ ,j S75 SINGLE NET STRAW BLANKET ~
' 1 ~ ~ 1:: u ~ ~ ~ , ~ ~ , ~ I - ~ > E IVALENT OR QU
f~ v . ~ ~ 1 . ~ ~ wr ~ ~ J ~ ~ 1 :t t~
I [ _ v i ~ ~ ./rte I ..?...n~.~ . - I _ ~ , I ~ ~ = ~ , rl I Q,° `i
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~ , ~ - - SF.~~ ~ a~ ~ o _ , t ,
- ~ ~ AREAS TO BE SEEDED MALL BE RIPPED , ~ ` ~
~ - ~ ' ~ ; ~ ~ ~ I-tf'l f ~ t 1. ~ h ~ ~ r n. AND SPREAD WITH AVAILABLE ~ ~ o x ~ ~ d` D
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„,1 `7 LIMIT'S OF CONSTRUCTION r Q ~ _ z r~
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' i. ~ r - ff, . o ~ ~ MENT FENCE ~ ~ ~ ~ ~ ~ ~ i F...
~ SEDI , ~Ir` r~ f ~ ~ ~ l
, - ~ _ o ~ INLET PROTECTION ~ ~ ~ ` ~ ~I J , .
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{ ~ ~ ~ ~ ~ ti ! , ' , r-.. ~ ~ ~ ENTRANCE~EXIT ~j~ , I I t ~ ~ _ _ , ~ I~r ~ 1 i ~
1 I _ ~ f, ~ TEMPORARY SLOPE DRNN : ~ i ~ bb . i~. AEI r ~ I , v _ . ~ ~ [ t~
"~i f i ~ I t ` , ~ I' i ? a H DAM C ECK ~ ~ o ~ ~ ,,i .J
~I_ f, ~ r; , +~r ~ „ 1 o J ~y - 0 4 , , ~ ,raw """`.---r.::_ 0000 ,y., i~~r4n;,,,, - ~i
' li - ~ ~ ~ ~ ~ I ~ STONE WtLGI ~ ~ r , oo ~ - C7 ,
II 11 ~ SILT ~ ~ , ~ ; ~ ~ BASIN TYPE "8 ~ r I { ~ - - - 0 f 1-'
~ ~ ~ TEMPORARY TOP OF SLOPE DIVERSION DffCH , _ _ ~ ~ _ ~5. CU„ ~ , SHALL BE SEEDED AFTER EVERY 6 FEE - s i , ,
, f _ 1! i . / CUT (15) WORKING DAYS FOLLOWING COMPLETION ~ ; ~ Q
~ 1. ;1. ~ i !f.~~i ! .I ~ ~ r ~ OPERATIONS # ~ , , ~F,A PHASE ~ GRADING. CUT SLOPES OF 2:1 SHALL i , (1 ~ r.
_ ~ ~ 1 P OR ALA. ~ FI GRADING - - , ' NKET SUCH AS NORTH _ ~ - ~C Ep~~WiTH SINGLE NET STRAW BLA ( F , r ~
~ ~ , ~ - ~ ~ NG 0 P N9 ASV gh'~CATIONS. - A ~ ~ _ ~ r ~r AU. EXPOSED ~ PII`OVIDED ON I ~ _ UAIITS OF CONSTRUC110N ~ ~ t ~ ~ ~ O ' ITV GREEN S75 OR Et~lAl). ~ .w.
~ I ~ , r ~ ' ~ ~ ~ ~ ~ - ~ _ ~ `SL S TH ~ (19 NG DAYS ,FOLLOWING • t ; ° ~ ' . P,&RFORM SITE STORM WATER STRUCTURES AND PIPE 4 ~ ~ . ,
~ , ~ - ~ ; r I . - ~ , - L ; . ~ G AND PERMANENT Y BHA OF GRADIN C ~'l~E ; TEO INLETS BY - _ ~ ST9ILLATIaN, DIRECT RUNOFF Ta PROTEC
E ~ , I ~ ~ ~ (~R , COVER A'LL STURB~ AREAS FOR THE , IT ES. D CH i M5 AND Y iVERSiON BER r AR D v TEMPOR U OF 0 "i TR TI REPOSITION ~ ` , s uc ~
V:, ~ ~ a,i - ' 'i I ~ ~ ~ ~ UR~1 ~ OF`~(E~fN 15 WORKING DAYS OR ,,I , I ~ S~i~t1ER ~ , , { ) PHASE ~ CtN! ACH 7. AFTER E ~ INTAI N _ _ T MA , ~ ~ r ; DIVERSION BERMS AND DITCHES AS NECESSARY 0 i
~ ~ , THIRTY, 30 C~DAR ~ FOLLOWING THE COMPLETION OF ~ r ~ . ~ .,~s,~ ' ALL EROSI{Mi CaVTRaI DEVICES. l -i U
, ~ - ~ CO~ISTRUC ON DEVE~. MENT. ~ , _ ;~l ' ~r ~ r <~;; ~ 28, ONCE BUILDING FOUNDATIONS ARE POURED, ALL PAVED
20. TEMPORARY Z;i. , fi~RAINS-AND TEMPORARY DIVERSION ,1~t ~ ~ v E,<, r ~ AREAS ~IOEtLD RECEIVE A LAYER STONE TO STABILIZE _ _ ~ r~ . 5`. 'Y
T D AIMS SHALL BE INSTALLED AFTER THE „ DITCHES 0 SLOE ~ rl~ ~ III ~ I ! f~.~° ~ ' DATE: ~ ~ ~ / THE ATE. ~ ~ ~ ~ rt;:_~ ~ SEPTEMBER 16, 2005
FI~"$~ 4 ~ SAS BEEN PLACED. 11 ~ - - h. ~ ~ AND ~ 2Ta,-Fl~.l. A G ~q.TY LAKE SMALL BE SEEDED ~ ; ~ ~ , ~ ~ ~ 29. EROSION CONTROL MEASURES SMALL STAY IN PUKE AND , . ,
~,~,,~t ~ ~ ~ ~ NET STRAW BLANKET St1CH AS NORTH ~ ; ' f%'~ BE MAINl'AINED UNtiL THE aTY ~ HIGH POINT iNSPECT~2 ~ ~ ~ ; ~ _ . _ _ . ~ . ' ,r` ; > DETERMINES THAT EROSION CONTROL DEVISES CAN BE , . ,
to Cyr?,*!.",ED ~ II f ' ti~ r.~ ~ AMERICAN ~ S7$~QR EQUAL) AFTER EVERY 4 FEET \ SCALE: a REMOVED.
j~ ~ r . - ~ ~ ~ THIM~ 15 WORKING DAYS FOLLOWING COMPLETION , ~ FlLL OR Wf ) 1' =40' 'i WA T M TER T OR A NSINOS T Ti SI IM A ON B EN ri T SED VER CON 3O.
~ > ~ ww..ww nv nrun,«?~n u~-ru ntnrs nnr?N?tn uAl CC NI
fi ~t~ y ,OF ANY RMA ruNLRO CST mLMUY@Plb mr lmL RI:TG.R, VPGIllnu fIVLG.7 vii
' a y^r~ / BE EXTENDED AS REQUIRED DURING NS SHALL ;22. ',RA 1 EFFLUENT STRUCTJRES, REMOVING SEDIMENT, FINE GRADING, JN: u J
~ 14 II THE VON. FOREBAY INSTALLATION, CLEANING OF EFFLUENT STRUCTURE, 4606
X23. T. OF/SLOPE-DIVERSION DITCHES SHALL BE INSTALLED t ETC. r l , 31. PERFORM FINAL CLEANUP AND TOUCHUP SEEDING AFTER
AT THLt, .EN OF EACH DAY TO DIRECT RUNOFF INTO THE TEMPORARY EROSION CONTROL MEASURE REMOVAL
Z24. P SLOPE DRAINS, 4UW. T~ `vLOPE DIVERSION DITCHES AND SLOPE DRAINS OPERATION.
t = / SHALt,; IN PALLED ALONG CUT SLOPE AFTER 6 FEET OF i i. Na; j \y _ _ CUB Cl 8
7 .1
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LOTS 67-66 NO . OTS 63,g . ~ ~ v RIVERSIDE PARK SUB.- Z 43 00"~ ~ R~vfRSlp 4 = ~ o ~ rv ~ i 1
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LOCATION MAP LOTS 95-97 S>,~'~1 ~ r' = `z•21 r Q r Q? ~ zw , p.B. 2 GERS SUB. RIVERSIDE PARK SUB. LOT 61b 4 wpm Q, PG. 22 r:. ~F - = M ,T b9
(NTS IVERSIDE . ~ ~ T a P.B. 5, PG. 320 ~ N • ~2K SUB, OT 65. ~-~.,,L~ 0~ 55'11" ~ LOTS 64-66 LOi 69 LOT 69 j ' ~ ` ~ ~ r ,.n . 5 ! n ~ d Ba
RIVERSIDE ~ ~ C. C. JUSTICE o\ ~ P.B. , PG. 3 4~ ~ . ~ i15 B. BRIDGERS SUB. e P~ ~ P RK SUB. °7 ` - ; 0,63'---_ , L. B. BRIDGERS SUE B. eRIDGERS suB. ~ HU~~ ~ , ~ NOTE: ~3
~~~a~~ x ~ P.B. ,'PG' 32Q"'_., - - P.B. 20, PG. 22 P.B. 20, PG. 22 P.B. 20, Pc. 22 ~ ~ _ PLANS BASED UPON DESIGN DEVELOPMENT DOCUMENTS = ~
' ` ' ,Y.-~- PROVIDED BY TIMMONS GROUP DATED 10-7-02 m ' ~ ~',5 71
LOTS 93-94 ~ I ~ :..;d ~ " ' ~ ~ ~ ~1.3~' , tea..,: , - ~ _ 100' - ~L32' " - . ~ L31- _ - - ~ 1 - .
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x ,y ~~R.,, ~ ~ ~s o 1ao 200 1 ~raral~~a
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1 / ' r' ..r~^'-- _ f,' 'f° - ~ _ r ~ D. BRIDGERS SUB. . JUSTICE ` o L.B. BRIDGES SUBDIVISION r , ~IDGERS SUB.. M f
- P.B. 20, PG. 22 ~ ~p~~ ~ 1 1 r ~ . ~ _ - ~ ro h(YTS~~~33-135 , 20, PG. 22 ~ ` ~j P.B. 2D PG. 22 (J I ' ~ ~ , _.k
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F O qR,y ° ~ 273.33'(TOTAL} 199.83' - ~ r-~ , I , G. - r , - n 7 _ - _ _ , ' ~ - ~T ~.1 Co ooA o~A om~ QUA ~ ~ Ic ~ ~ ~ - R.., _ me 1. >9v FE p,t ~ ~ mm t~_~ m~~ m m ~m 91 ~ ~ I--
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PER P.B. 60 PG. 40 ~ ~ r _ , , y ,a, _ _ I j I, R ~ J v N05'27 44 W :I ~ C~ ~ ~ C7
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CURVE DELTA RA US LENGTH CHORD DIREC _ - ; ~ , l ` ~ ~ . ~ ~ ~ _ _ _ ~ . ~,r-~;-;~= _ , - _ ~ - - N~~, ~ ~ ~ .
C1 78'25'20" 125.00' 171.09' 158.05' N43'05'03" ' -°<r.' ° ~ ~ , , - r. ~ _ _ ~ - - - . ~ ~ ` s ' , Z
, w, , , ~ ' C4 6 43 41 757.75 88.98 88.93 N30 47 09 W ~ ~ _ \ S`fARTI . , , ~ , i ;i ~ - , ~ , ~ ~ I ca , r _ i~;i ~ ~ I E ~ ~i err
_ , v C5 22 49 32 202.15 80.53 80.00 N13 32 37 W 1• , , . ~ egg - °,O _ REL~NI _ ~ ~ _
, » , C6 15 02 56 300.74 78.99 78.76 N 32 28 51 W ~.ti,~ Sg• _ ~ ' , : ~ ~ ~ ~ ~ , o ~ ~ ~ ` _ . ~ ~ i r ~ ,
, n 9g W t ~ i . A . , . ~ . ~ h ~ ~ C7 2 45 21 751.81 36.16 36.16 N3132 36 W ~ g4',~ ~ , ~ . ~ . o o ,o ~ o~ ; ~ ~ ~ , ~ _ . s _ - r~~~ - ~ s ~ -
C8 51'16 28 15.00 13.42 12.98 N86 50 50 E _ ~ ~ \ _ ~ l ~ ~ ~ 0 _ , _ - ' 7 . - , .
C9 16'4717 117.02 34.29 34.17 S81'01 48 E ; ~ ~ ~ r~ ; ' ~o~= 2?3 t ~ - _ ~ , _ - s ~ , _
~ ~ ' ' , ~ . ~ 2p ~ _ ~ C10 42'41'46" 82.30' 61.33' 59.92' S51'1 T16"E V`` ` ~ ~ ~ ° e ° ° - . . - - - . _ , , _ ~ ~ ~ i l~~j ~ _ ~ ~
~ _ ; „ r , , r » Y ~ ~ ~ ~~~~Q~ Q ~ Leo r'~ ~ ! ~ ' _ - o ~ - ; C11 9'21 53 697.75 114.04 113.92 N32'00 22 W ~ < ~ .w
C12 6'31 23 811.81 92.42 92.37 N33'25 36 W ~ ,~~~j~.~. ~ ~ o • ~ ~ ~ o~~° Q ~ ~ ~ X[sTl ~ _ , r' 50,.. - To - . 'C'" _ , - - -
, n , r , t » ~,\.4..,°_'.~ • ~ V (V ~ ~ ~ VV C1. Q. ~ t r r r r ~N - - . - C13 3'46 02 751.81 49.43 49.42 S34'4817 E ~_w .i ~ ~ ~ e ` o ~ W ~ ~ o °j ~ , ~ ~ ! ! S"AIVtrAR ~EwER , , Q - _-r Q - t~. =r:?_!
O / I,~ '~f3Efy4ENT , C14 2'3218 757.75 33.57 33.57 535'25 09 E _ ~ Q ~ Q o m,,~ ~ M , + , ~ - ~ ~r ~ - ~ ~ . ' ~ ~ V APPROXIMATE LOCATION OF 100 YEAR
- ~ 'r ~ ~ ' FLOOD 20NE ZONE AE PER _ _ , . , . L11 I ~ , ,..v~_ 1 , COMMUNITY P NEL #370113 0008 C ~
~ ti ti Q ~ O 4V O' Z , ~ 7t ~ U12 , , , ~ ' . MAP REVISED. MAY 18 1998
LINE TABLE LINE TABLE LINE TABLE mow; ~ ~ ° ~ , x,. , sl. - - ~ ~ . ~ ~ ~ ~ 'LAS. w 99 ~ ,
LINE DIRECTION DISTANCE LINE O{REC110N DISTANCE LINE DIRECTION DISTANCE h~ >L~~ ' I , , nW - ,pOi i5~~ a,, , ~ YI , _
Ll N81'S9'03"E 24.05' L23 S06'29'13"E 252.43' L44 523'29'10"W 117.91' l ~ . Q~ ~ ` j u~~ , ' Y~ ~ , y r ~ o r n > , n r , n r h, , ~ (O Q^O ,l r ' ~ 1 ~ I i , ' . i _ - ~ ' x I
L2 N83'01 52 E 160.85 L24 N10'4012 W 20.71 L45 S23'04 21 W 118.68 ~A • , ; ~ ~ ~ -~a ,.r,, - , , ' , ~ ~ r~ X~ sr ~ ~ ~ ~ 1 ' q~`~', I _ ;1> ~ 1 - Z
L4 N16 05 58 E 77.21 L25 N05 50 52.06 L46 S3617 1 W 22.23 / , C ~ ~ ~ .,a ~ 1~ ~ . ` ~ 9.12 ~ ~ ~ ~ ~ . ,9 i ~
L6 S89'15 37 E 59.05 L26 N07'41 54 W 78.41 L47 S36'1711 W 46.95 ~q ~ ' ; ; ~+,~5? , ~ r;% , = , r. ' r - ~ S2 ~ ~
L7 S43'57 46 E 69.13 L27 N10'25 31 W 49.57 L48 S61'2612 W 44.81 - , a. hp's r ' ; ~ ' - x~ . gig ~ ~L S ~ _ , ~ , 1
L8 N69'40 23 W 7.88 L28 N00'27 28 E 23.92 L49 S55'12 56 W 34.87 J g ' : , ~ ~ LEGEND ~ ~ ~ r n , , n , ~ r » f ay, ,a 'i,'~.,. : i c. A .Da ~ O ~ ~ ','.0~ ~ ~ ~ ' O ~ oa of
L9 S7T20 50 E 80.04 L29 N05'00 38 W 175.78 L50 N15 04 09 E 160.38 ~ ~ , ~ s• ~ ~o- l ~ ~ ~ I ~ f ~ 0 U ~ 1
L10 N72'2419 E $3.08 L30 S83'S513 W 130.90 L51 N28'11 46 W 18.55 - - - i- ,;,'\r,;.~,. - ' ~ r . ~ 50'`~Tf1EAMI ~ ~ I ~ ~
L11 S1 T2715 E 99,72 L31 N11'15 54 W 179.43 L52 N61'4814 E 80.07 ~ ''T~ r , ~ ~ . ~ a ~ ~ ~ ~ ' ~ . ` BU~~ER e- ro \o~~o ~ ~ - DATE:
L12 S1 T2715 E 59.94 L32 N04'31 56 E 149.97 L53 S28'11 46 E 18.55 r , , , 'v ~a ~ ~ 4; >Y ~ ; ~ o ~ ~ '1 ~ t , , - , SEPTEMBER 16, 2005
r » , r n , ~ , n r ~ ~ Q L13 N72'31 08 E 60.70 L33 N85'20 03 W 199.49 L54 S67 30 56 E 89.95 ---r - ~ - - ~C ~ ~t.~.~1 Q~~ 4 e' ~ l 4~ e'
. r » f , n , e n , ~ r L14 5542859E 122.29 L34 N04°3213 E 150,92 L55 N61'1236 E 63.07 ~~_L.-- ~ ~ ~~~,~,4,, \ A i ~ ~I 'h ~ 0 C~ 4i Q ' ' _ SCALE: - ,
L15 S22 29 50 W 100.00 L35 566'02 56 E 204.68 L56 S89'25 27 E 106.35 - ~ ~ ~ ~ ~ / o ~ ~ ~ ~ i Q p~ ~ ~ _ ` , _ _ _ 1 "=100'
...,-.r....n,., ....,....t~,.n.,, ~ . . x~rr, sa : ~:-!ra nnr,r. ,.n nr., ~nr . ~.~~ti~, nQ U Q C9 n~ 1
L1 b 5ZL ZV JU W I UU.UU L.5b ~>Z4 U / Lb W 1 VV.b / UD / 51 / Z1 5U W J4. /Z i` AZ o rv)
i Iv -'~Hol E"MIME (V L17 S24 07 26" W 100.27 L37 N66'02 56nW 198.95 L58 S29'56e23nE 10$.89 ~h Q I: ~ Q e JN
L18 S19'03'27"E 24.95 L38 S66'02 56 E 12.00 L59 S3510'53"E 36.74 NiN ~ V X00 q•a2 e ` e S w e8 4606
L19 S68*21'01"E 5.24 L40 N66'02'56"W 12.00' L60 N36'41'18"W 70.32' C) o w/ s 919
L22 S61'2612 W 78.50 L41 S66'01 18 E 12.00 L61 N59'50 05 E 60.00 ~ p e~p p \ 6 ~j
L42 N65-57'51 W 12.00 L62 S36'41 18 E 70.32 _ ' . 00
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' TEMPORARY. DIVERSi~ DITCH 2 ~ _ - -_:f- ~ _ - _ ~ ' ' , : , ' ~ - - ~ ~.3
• ~ TOP WIDTH.. = 6 _ = " _ ~ _ _ ~ ~ _ p
_ LIE _ NR=NONE , . • ~ _ - _ - SEDIMENT TRAP 2 , ~ ~ _ _ S3 ~~a , at
_ _ _ • _ _ _ - _ - - - - - ~ _ _ ` SURFACE AREA 1,975 SQ. FT. ~ ~ ~ a
_ -,t _ _ ~ . ` DEPTH ~ 4 FT.
- - ~ _ _ . , ~ _ _ ~ FLOW ~ 4.15 CFS ' AREA INTO = 1.42 ACRES ~ _ _ ~ ~ a
~ _ , , . - - - ~ • WEIR LENGTH = 6 FT. ~ ~ - sa ~ ~ ~ ~ ~
SEDIMENT TRAP 1 \ - ~ - ~ . ~ 0 ~ ' ~ w
_ SURFACE AREA = 3159 SQ. FT. ~ - ~ ~ ~ - ~ ~ , , . - ~ _ ~ W
DEPTH = 4 FT. ~ ~ ~ _ _ , _r A t' ~ ~ ~ ~
FLO 5, 0 CFS ~ ~ , , ~ / 1 . ~ AREA ~ITO = 1.95 ACRES ~ M; - _ ~ ~ p
WEIR LENGTH = $ F"T. ~ ~ ~ - ~ ~ _ ~~`~r. TEMPORARY DIVERSION ITLI'I'1, ~ ; ; NWE- J
~ ~ ~ ~ ;A T TH : ~ ~ ~ - OP WID 6 ' Z ~ Za o0 - W _ ~ N i-
.LINER NONE ~ - - i i ~ ( poi o~ -
I W
~ ~ ~ 7~ - - WEIR AT 802, . ~ <-..~-:r~,. ~ ~ ~ ~ _ _ i ~ i ~ ~ ~
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~ :;..~,...r.---.~= `"~Y'" WEIR AT 800 ~ Z W z~ W W WEIR AT 800 _
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_ ToP wIOTH = s . ~
qA . ~ ~ 9,~ _ • - i _ LINER = N. AMERICAN GREEN S75 _ f w N ~ ~-Qo
J ~ - _ " _ SINGLE NET 6LANKET OF EQUIVALENT ~ - z
~ - ~ ~ l ~ ~-N ~ ~ (/)~O 1 - a z
, w - ~ ,r~- _ 1 i TOP OF . ~ _ _ ~ ~ , W~~p ~ S'..' t U" ~ tp ~ ~ . Q
_ ` TRAP 804 TEMP. TOP OF SLOPE DIVERSIONt:_; ~ ~ ~ ~ ~ _
r_ , ' DITCH TO RAIN ~ ` - ! ~ . c~ ~ _ - - ~ ~ d ~
- - _ . o _ ~ Z m o
_ ~ W. 1 _ ~ ~ Y\ i i
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i- ~ - - ~ - - . ~ WEIR AT 793 ~ ~ ° ~ _ - ~
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- - - .8 5 , ~ i ' ~ N c- ~ _
- - _ a~ rv - TEMPORARY DIVERSION OITCH X13 ~ - -T---~. _ ; ,t . O x ~ ~ ~
, . TOP IMDTH = 6 - ~ _ _ _ _ -
_ - ~ , - LINER =NONE - m a, ~ t7 ~ (n _ ¦
~ e(~ C
~ - - ti - , r~ - . P. TOP, OF 5L DI ON ~l ~ ~ _ xyr' ~ NCO
I ~ TCH SLOPS ,.DRAIN • a Mj~~ ES TO - t ~ ~ U
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A ~ ~ ~ ~ ~ t~ 0 d- 3
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p ~ - , _ _ , _ - - - - _ _ f ~ T ,
1~ _ ~ r ~ ' - - n OP ~ TRAP 795. I ,i Q Z _
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- _ _ , A a a _ . FT. a! SU ~ RE 2,977 SQ
_ ti , - , ~ w _ { - - i i t _ ~ DEPTH = 4 FT.,. - _ ~ U
- .j ' _ - - ~ -i y ~ _ ~1- , r ~ - . _ _ _ A~i~A 1NT0 2.21 AGES _
- _ ~ ~ _ - .i ~ - ~ WEIR LENGTH ~ 8 FT. F'
_ _ ; ~
_ ~ _ - - N • Bas - _ 1 0 Z ~ ~ I,
~ ~ -i - O , _ , ;i - 1 Q -.a
~ ~ ` " ~ - - ~ . ~ ~ U
_ _ _ _ _ - ~ - - _ - - _ f - ' - - - - - ~ - - _ - - . r ~ - ' ~ z i _ ` 1 ~ ~
- OP of SLOPE DI SION
+w.- ~ - i ~ ~ ~ i ~ - • ~ ~ 1 - - . ES TO SLOPE DRAIN a U
_ , - tt i ~ ~ ~ ; ~ 1 ~ ~ 1 _ _ ~ ~ p C1) _ - - ~ ~ - .i ~''1
i ~ i i ...1 - ~ ~ ~ / ~ " ~ _ _ - ~ 1 ~ - _ ,i' ~ •
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~ A ' - - _ , 4 , z CC
~ r PEftl•ORbI ~1L~, CUfi;ANO~ ~LL AOiIVG OBERA'IION$' 25,E CI~T-.ORE SHALL BE SEND ~FT~i EVE1tY . N6 PAINS q - _ KFT~t EVE1tY ~ , ~ ~ ~ ~ ~ ~ p ~
~ ~ SPE ATIONS< CST OR WITHIN 15 WORKING DAYS FOLLOWING t ~ ) . ?J r ~ FOW;.OI~ING GOMA ~,ON AREAS T BE SEEDED ~fAll BE RIPRED ~ D _ . I
19. GROUND `SbA~,-~ PR0 ~ ED ON Alk'' E ~ , OF ANY PHASE OF GRADING. CUT ~.OP~ - OF 2:' ~ ~ E•$ , ,r, SLOPES YNT~1 F1~1EE~t (15 ~JIMORKINGOAI~S F~.OWLNfr.~°~-~-:-~ ~ COVERED.~VITH'SINGLQ NET STRAW'S ~}KET SUI LOA'~~ OF 2:1i A~.L" ANO S~REAB TH AVAILABLE TOPSOIL 5" ,a,,y, 'r _ 's
I AND _ , ~ ~ ` lLq~1KET (SUtfFll A$ NORTH ' T0~ $ IN' ~ / ~ ci7~, - -D~Pfi~. ~ 1 i - _ - ~ :
, . ,~AMERIC/IN GRE~S`I5 OR,EQt1Al). . - ~ ~ _ . _ ; i GROUND VER F ALL D1S~ R6EU ~S F , ~ ~ ~ 26. P,ERF~RIA ~Tf ~STOR~ii WATER ST~ttjCTURES,~ } ~ ~ i ~ 111 ~ ~ - ~b~ V{~ f llCTURES,ANt~ PIPE i
~ SFIORTER TI OF FIFA 15 i~RKING bA ~ ~ FIST ~ 1 ~ . ~ _ ( ) , . AL~A~10t~. DIRECT RUNOFF TO PROZECTE~ it -SE r DICE ~C : ROS 0~ fi PE~,bZECTEi~ INLETS 8Y ~ ~ ~ ~ ; ~ u.
- . ~ ~ < ' ti ~ , , : ~ ~ ) C AR_.QA~S-FSh~l h~C~ THE COMA ON OF ; .USA QF T~IPORARY `,DIVERSION- ~RM~, ,AbO DITC _ CQl~~"~ 0 .'PLAN- N , ~ TCH - _ _ _ I,r 0 DI E ~ ~ '
ONSTRUC110N DE T. ~ ` ~ ~ ~ ;i 27. PHA TR ~ ~ VELOP ~ .,AF,TER EACH `SE OF CONS U~11ON, REP. tJ>~110N, REP.OSiTiON ~ ~ _ _ ~ ` . ~ ~ ~ OF . G`ONSTRUCTIf~N
~ _ _ 20. TEMPORARY SLOPE S AJVD `i~'h1AORARY~ ON ~ DIYIER~ON BERM~^AND QITCH S AS; ~JE(;ESSARY LAS OF EONSTI~UCTIO,N , , , ~JE(;ESSARY ; TO MAINTdIN i r~ ~
~ ~ ~ ~ n DITCHES TO SLOPE DRAIN SH ~ BE I ALLEO ~ ~ ~ ~ ~1ER0SI OL Ai,1 NSf T THE ALA OI~.CON DE1ll TEwIP{tY_~VERS~ON
, ~ FIRST FEET OF Fill. HA BEEN PlA{tEbt } 28: ON BUILDING AUND~TIONS ~ POURED, - L- 1. Fl ~BRE ALONG L BE SQEOEO AN AREAS OULD RE VE 1~,•LAYER STONE #'t~ POURED, AIL PA - ¦ _ --1 ; - ~ ~ - _ j .,r r.
1 ~ ~ ;c,O. ,NTH ,~N -sTRAw Er As NmRT~. ~ ~ ~ ~ ~ ~ STONE STABILI E ~ _ ~ DATE: _ ~ ~ \ ~ _ _ 1N_ AROTECTION i_3s K~ _ I SEPTEMBER 16 2x05
_ ~ ~0~ AL ~ EVERY 4 T ' - ~9, E CONTROL EA $,S~IALL STAY,~I~ FACJ ) , FEE OF ,~i ~ALL~ STAY SIN P-tACE ANO
, 1 r- , _ T. ` _A, ~ BE ED UNTIL 'DF i'HIGH POINT II F~ IdNG DAYS ~ FtlLlQWM1G COMPCEI _ RIP-RAP - ~ \ i I HIGH POINT INSPECTOR ' ~ N I I.
_ AT ERO DEVISE MI S TH SI ON ~ S C~ ' ' _ OF'JIN~' OF ~ _ - - ' .~.R - '..DEVISES CdN BE CI)NSIRUCTIO \ , _ SCALE: ENTRANCEjEXiT
_ _ _ ~ ,r 0 _ I . SLOPED N ~ ' - - \
n?~ ~ ~ . , ~ , C .SEDIMENTATIO~?i:'~~KSINS 1NT0 STdRI ~ 1NT0 STdRM WATER ~ ~~IG~ORAitY
- - 4 !PON G ME SERA; OPENING HOI OPENING HOLES ON CHE ~M
V. - 24. IQP 9F~SLOK -DI OWDITCHE-SSHALL l9t- A LED: ~y ao~ J N. WMENT FINE GRADING
TH Y ! OF tTK -EA6kf-~3AY SOMMENT. - Y SLOE ANS.' 0 EFFLUENT,; ---,'STONE- c-- 4606 EFFLUENT STRUCTURE,
\ 24:'; TOP f, SLOPE DIVERSION DhTCHES A C7 SILT, BASIN TYPE :"6 p p Op -
PEFOW AND TOUCH SHALL. BESINS ALLED ALONG CUT SLOPE AFTER Ia FEET . OUCHUP SE 1G R o TH~IRO~Y TOE OF SLOPE DIVERSION OtTCJ~
TEMPORARY EROS(' V'' WARM REMt UT. OL ROW REMOVAL - a i op 0
~ T Alt~l. 0 1 op p C19 , 0-0 ~ ,

f P
i i
J.
ff ~ 9~ 1 ~ ~,a ~ ' ~
NT TRAP SEDIME ORARY ~ , TEMP
x JJ T L U AP 0 R RIP TOP OF BERM CARRY RIP-RAP UP 5' u
AND PORAR M TE G FOR TTIN MA SILT RE T FENCE ~ . ~ ~ m S I L , LWAY SIDES OF SP L MIN, b
TU RUC A A ST TION ILIZA STAB DITCHES ~ NT E RMAN PE -r _ Q ~
3d~ do W FIRST; SI _ ' _ 1.5' FREEBOARD MIN. b. SECOND: - TOP ELEVATION OF STORM WATER Op0 i;' ,~,~ti ~
A. BURY THE TOP END OF THE JUTE t,j ~ NOTES: CH WIRE FENCE TO POSTS AND EXTEND ~ 5 WASHED ~ ~ ~p ~y,, `6-e~'~
R "INTO GROUND AND A~ STRIPS IN A TRENCH 4 INCHES 0 M c4, ~ DRIVE STEEL P05TS 18 UND AND ATTA ~ ~ 00 0 ~ ~r, ~w~saer , ~ - 1 FLOOD STORAGE ZONE STONE
MORE IN DEPTH. 1. APRON LINING MAY BE RIP-RAP, EXCAVATE A 6"X 6" TRENCH UPHILL ALONG 71 r % -RAP OR CONCRETE. E, J.r- GROUTED RIP THE LINE OF POSTS. WOOD POSTS 4 IN L ALONG THE BOTTOM OF THE FENCE 6 INTO THE ! q0 0 ~O 0 ~ ; V a 0 0 EXCAVATED TRENCH. I ~ ~ p ~ 0 MAX) 5 MIN. 4 IN ! ,
0 .P~ 2. La IS THE LENGTH OF THE DIAMETER MAY BE USED. I ; ~ 1p 3' SEDIMENT STORAGE ZONE ~ 0 0 ~ 00 (~~0 2 ASIN CAPACITY 4' MIN, 0 o O ~ 0 ~ 1 ~ ~ .
B. TAMP THE TRENCH FULL OF SOIL. RIP-RAP APRON. TOTAL B ) - ,1,-~ ( _ o0p o i. c? ~ 0 0
CURE WITH ROW OF STAPLES, 10 INCH La SE 3. d= 1.5 TIMES THE MAXIMUM , 1.3 MAX. SEDIMENT DEPTH - -~+---CUTiJF~ TRENCH ~
SPACING, 4 INCHES DOWN FROM THE ~",i ~ STONE DIAMETER BUT NOT LESS , , --,~-r---,-,-~~-- - GI_A,SS fs ~ ~ROSi ~ tit ~ d
TRENCH. ~ ' Q~ , `y '~J ; THAN 6 INCHES. MAX. 10' d _ ~ ~ > _ ~ ~ I' _ - -
4~ ~ ;4; 4. DIMENSIONS ARE AS SPECIFIED 6.~ BETWEEN ~ , , , ~ ON THE PLANS. POSTS i- L-- - 0 -T _ _ N i a--~-- $
~ 5. A FILTER BLANKET OR FILTER FABRIC ° ~ , U . ti , . ~ ~ - - - - - - - ~ ~ UJ , ,
FILTER SHOULD BE INSTALLED BETWEEN C. OVERLAP--BURY UPPER END OF LOWER ` ~ ~W ~ MAXIMUM LEVEL OF SEDIMEN i COLLECTED I ~ z
5ECTION A-A BLANKET THE RIP-RAP AND SOIL FOUNDATION. STRIP AS IN A AND B . OVERLAP - ~ CLEAN BASIN WHEN THIS LEVEL OS REACHED. ~ Z a. w i 00~
E. OVERFLOW 6>, END OF TOP STRIP 4 INCHES. ~~1~D ~ , , ' ~ ` 6 CARRY CLASS B STONE UP , ~ r. ~
STAPLE. ~ ~ PIPE OUTLET TO A FLAT AREA „ , , , 51DE5 OF SPILLWAY 5 r ; > , 0 UJwU
WITH NO DEFINED CHANNEL PIPE OUTLET TO A WELL DEFINED CHANNEL ~ , "
~1 ' Q c~ THIRp F' ' ~.0 FORTH: 4 MIN. ? W
~ ~ cS56~ La WIRE B . ~ c0 c~ ATTACH THE FILTER FABRIC TO THE - TT SOIL - ~ o - WIRE BACKFILL THE TRENCH AND COMPAC HE 1.5 MIN. FREEBOARD ;w. I , w ~ ~ o ~
B ~ c0 B SIGN STOP--FOLD OF JUTE ~ ~ FENCE AND EXTEND THE BOTTOM OF THE F D. ERO ~ ~ „ F IR Y TO ANCHOR THE BOTTOM OF THE SILT ! - _ ~ Z ~ w DF THE F ML , _ ~ SEDIMENT PIT _ ~ w z ~ ~ w
BURIED IN SILT TRENCH AND W FABRIC 6 INTO THE TRENCH. FENCE SO THAT RUNOFF IS FORCED TO GO _ GLASS B 'i i ~ ' ~ ~ U THROUGH THE FENCE AND CANNOT GO UNDER 5' MIN.- ~ . -r' EROSION CONTROL STONE w ~ ~ z i ~
F STAPLES. 8' T TAMPED,DOUBLE ROW 0 , ~t ~ ~ 0 11 IT. f t 0~ ~ ° U~
~ ~ i ~ ~ ~ c0 c`a d - , - _ .
cv r- . ~ ~ ~ ~ ~ I 5 WASHED
FILTER - BLANKET y ° ~ x ` , ! 7~ :-APpR~X ~ (w. STONE ~ARr o Q N _ _ ! ~
-.=,T-- , p~N SECTION B-B wN
` PERSPECTIVE VI ~ ~ ¢ p SECTION THRU BERM & FILTER f ~~N
~z f~ i - 1.'r B ' ` k ~ (nJU
ASIN TYP DIAMOND SI T B I~ = S IN A L , ; r~ PLACE STAPLE , ~f ~ , PATTERN w/MAX. SPACING OF 3 . ~ ROSS- SECT ION ~ € - o NNEL C NT CHA z RMANE PE I ~
~ E ALL EDGES AND FLOW LINE. ~ TOP OF ,1 ~ SECUR w BASE OF -2 MIN. __.l._... f,,,,~_ DESIGN TOP WIDTH/ i ~ ~ > Q ~ _...I _ ' SEE PLANS f j c cY U ~
~ - -V- DITCH DITCi-f SLOPE ~
~ Q . ~ °~m '~u TYPICAL STAPLE ~ ~ - ~ T DE51GN ; ~ _ ~ ~ o T ~T B PLACED DEPTH , ~ ~ . ~ p~~ ~ c Q ~ ~ o
~ NOE ; ~ i8 GAUGE WIRE NOSE. BOTTOM OF FILTER FABRIC MUS E , F L ~ ~ ~ o z Q Q CHANNE 1 i ~ 0 z u. c i;URED BY EITHER i _ cu IN TRENCH AND Si WIDTH ;
' SECTION ~ ~ ~ ~ ~ , ~ , ~ ; ~I ~~i ~ w STS ,OIL MATERIAL AND N 2~ ~ ;~:,--i ~ ' 0 BACKFILLING WITH i i _ , SEE PLA U Q °o ~ .
~ Kti ~ ~ BASE OF FLAT TOP OF HEIGHT: STEEL PO „ TAMPING OR BY P~ ACING WASHED STONE TO ~ i.._ ; , i- ~ - ~ z ~ ~ Y
" a M X. R FENCE "HOG WIRE" % ~ ~ - : ~ > BOTTOM DITCH DITCH SLOPE ~ ,,,~.--WI E r, ~,4 10 3 , , FILTER FABRIC , )G WIRE n ~ ~ f, ~~j ~ d° m a c A HEIGHT OF 6 Al10VE GROUND LEVEL. , _ ~ °z w o
A ~ ~ . _ . , ~ ! . PLAN ~ M N. REQ.: N0.5 CLEAN STONE 6' 11_. ~ - ~ . ~ - 1 . ~ -f ~ ~ u} ro 4N STONE 6 ABOVE GROUND LEV ~ ! i-- , ~ i - w
, ~ - BOTTOM 0„F WIRE FENCE AND ` i ~ E FENCE AND FILTER FABRIC _ ~ ~ w ~ p
, , ' ~ ti _ ~ ~ , _ i f , ~ 6 BURIED 6 IN EXCAVATED THE ~ , AV TED TRENCH. ~ ~ ~ ~ m -o XC A ~Q ~c~~~
1 1 /2 ' 1 . - ZATION REAMBA~ STABILI ELS ST K 1 CHANN LINED P RAP RI
, ~ ~ ' ~ ~ ~ ' , -STEEL POSTS DRIVEN 1 ? , Z MIN. STS DRIVEN 18 INTO GROUND. DESIGN , `
F. PRESS ENDS OF JUTE 4 INCHES INTO ~ , ~r~ ~ ~ i I ~ ~ / ~ 7' THE SOIL AROUND STRUCTURES AND BASE OF Dl~'C~1/ ~ .`.i;~, i~ I DESIGN TOP WIDTH/ DEP1 N I !
4' STAPLE SECURELY. FLOW LINE. ~ LENGTH IN FEET EQUALS 8 TIMES EXISTING WIDTH DESIGN I
THE DRAINAGE ACREAGE OR 3' MIN. ~1
LINER SHOULD BE INSTALLED USING TWO 4 FT. ; , ~ _ ~
WIDTHS WITH A 1 FT. OVERLAP. THIS WOULD PROFILE GIVE 6 FT, TOTAL LINER WIDTH WHICH WOULD - C`K DESIGN, ! CHANNEL ~ ~ ~ ~ K DAM l - _ , . ~~~L ~ N Cr EXISTING D~.PTk~ WIDTH ~ HE - m
CK CHE RO 1' BE CENTERED IN THE DITCHLINE. ~ ECTIDN VEL INLr PROT P. BLOCK ~c GRA T I- T EM i ~ -1~ ~ o ~ o~ r - c c cn co - ~!s
4' : ~ ~ ---~-.i ~ ~ -NATURAL FABRIC LINER t~- L c- ~
" " NC. BLOCK w OPENING ft y # 5 8 x i 6 CO / #5OR#57 . BANK QwaS 0~~
SEDI A ~ " ~ ONE ~ STREAM N O ~ SEDIMENT ..ONTROL ST ~ I ~tr- ~i is ! 1 - r I: ~ ~ O 24~ MIN. „1~~55 1 RIP-RAP 4,. 4 ~
, w- SPILLWAY RIP-RAP--~ -a ; ~ I ~ , THiCKttlESS 30 MIN. CLASS II RIP-RAP ;~i ~ J
¦ ® 24"MAX J,~ ~ o ~ . f i.._... i ' - I Tom-
SSING EAM CRO TEMPORARY S T R .RBI ®CENTER ® ® CU NOTE. ;m° °I ~ c~ tL
. - CH LINE ,~,,m°. w - ~ ,o NCDOT CLASS I RIP RAP OR CLASS LOCATIONS AND PROPOSED TREATMENT OF OFF-SITE DORROW ~ 0 ~ ® (
NCDOT ABC OR 5 STONE ~ c0 , „ CAPACITY OF PIPE CULVERTS _ ; EROSION CONTROL STONE OR WASTE AREAS. _ - -
6 DEEP TOGETHER =BANK-FULL FLOW ~ ~ ~ - ~ I - - - WORK AREAS OUTSIDE " _ THE CONTRACTOR SHALL DEVELOP AN EROSION CONTROL PLAN FOR THE
1/2 D{AMETEK OF CLASS B STONE _ _ _ GRAVEL FILTER _.I I PIPE OR 12 , GRAVEL FILTER SUBMIT THE PLAN TO THE NORTH `r _ OF THE PROJECT SITE, FURNISHED BY THE CONTRACTOR, AND ~ o ~ ~ ~
WHICHEVER IS • 1/4" GALV.HARDWARE CLOTH . CROSS SECTION _ ' T OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT, DIVISION OF ~ > ~ o - CAROLINA DEPARTMEN g;', U iECTION _ ~ ~ ¦ rQ
GREATER c'a ~ ~ nti ; LAND RESOURCES FOR REVIEW AND APPROVAL. _ u ~ ~ ~ Y ~ 4)
~ ~ ~ `"r i 4" GALV.HARDWARE CLOTH cP{~ ~ ~ ~ , _ ~ OVERFLOW ON ROADWAY WIDENING PROJECTS, ANY TEMPORARY SEEDING REQUIRED TO COMPLY WITH ~ NTROL LAWS WILL BE PERFORMED BY THE ~ o ~ ° THE NORTH CAROLINA SEDIMENTATION CO ~ ~ s~
_ - , _ ~ _ - ' - FILTERED WATER FILTERED WATER , ~ _ - , 1.5 L5' CONTRACTOR AT NO COST TO THE CITY. ' i U ~ ~ ~
- _ SPILLWAY IN R1P-RAP i ~ _ - _ - - SEDIMENT RUNOFF MIN N RIP-RAP ~ o ~ 3 MIN GENERAL CONSTRUCTION SEQUENCE (n D% ~ 5
~____I i__ - - - WATER w SEDIMENT _ FL - ~ ~ , f . I ~ ~ _ _ ~ _ ~ _ ~ FILTER i ~ I L AND GRAVE FIRST LAND-[)iSTURBiNG ACTIVITY -STABILIZE BARE AREAS IMMEDIATELY WITH
' FABRIC LINER i i i ~ _ i. ~ - i` . ' Y VEGETATION AS CONSTRUCTION TAKES PLACE. ' ~ Q 9 MIN - TEMPORAR
W ~ ~ f I 1" I.. ~ _ , ~ _i SSED. INSTALL ADDITIONAL. TRAPS AND ~ 1 Z INSTALL PRINCIPAL BASINS AFTER CONSTRUCTION SITE IS ACGE
ELEVATION ~ ~ ~ l BARRIERS AS NEEDED DURING GRADING.
_ ~ N w GRATE SEDIMENT , DROP ILET / „ „ ~ - 2 x 4 WOOD STUD CURB INLET ~ . - 'i - ~ ~ - L O PRACTICES AFTER PRINCIPAL SEDIMENT TRAPS AND BEFORE LAND GRADING. INSTAL ; _ ; INSTALL KEY
FLOW FLOW - ~ _ i _ - - NCDOT CLASS I RIP RAP OR CLASS B N ~ ~ _ ADDITIONAL RUNOFF-CONTROL MEASURES DURING GRAD( G ,
- - - CLASS B EROSION O~J'rI,E'T - - WHERE NECESSARY, STABILIZE STREAMBANKS A5 EARLY AS POSSIBLE. INSTALL PRINCIPAL RUNOFF ~ N TALL REMAINDER OF SYSTEM AFTER GRADING. '
STONE STONE TYP 2-0" ELEVATION ( ) POST CONVEYANCE SYSTEM WITH RUNOFF-CONTROL MEASURES. I S _ ATION
~ NOTE: CLEARING AND GRADING PAVEMENT REMOVAL WHERE APPLICABLE) AFTER PRINCIPAL SEDIMENT BEGIN MAJOR
~ STRUCTURAL STONE SHALL BE EY RUNOFF-CONTROL MEASURES ARE INSTALLED. CLEAR BORROW AND DISPOSAL AREAS ONLY AS ~ tY AND K CONTROL MEASURES AS GRADING PROGRESSES. MARK TREES AND BUFFER S„_ NEEDED. INSTALL ADDITIONAL i
~ ~ " SILTFENCE (CLASS B) STONE FOR EROSION SILTFENCE AREAS FOR PRESERVATION. ' i Z
CONTROL PURP05ES. _ , K SILT ROC - SEDIMENT CONTROL STONE SHALL T YON ALL DISTURBED AREAS - l~ REEN URES IMMEDtA EL ILT S TION MEAS S T STABILIZA APPLY TEMPORARY OR PERMANEN ~ }
NCDOT .ABC OR #5 STONE ~ BE N0.5 OR N0.57 STONE. WHERE WORK I5 DELAYED OR COMPLETE. .I F-
_ TI AS WORK TAKES PLACE. I Z INSTALL NECESSARY EROSION AND SEDIMENTATION CONTROL PRAC CES
NOTE: ~ ~ ~ ~ STONE SHALL BE c~ STRUCTURAL MAINTAIN ALL EROSION CONTROL DEVICES AS REQUIRED UNTIL DISTURBED AREAS ARE STABILIZED. ~ ta> N SPOIL r . ~ O
TPVI ~ SILTFENCE (CLASS "B") STONE FOR EROSION ; LAST CONSTRUCTION PHASE -STABILIZE ALL OPEN AREAS, INCLUDING BORROW A D i ON L TEMPORARY CONTROL MEASURES. 1 ~ ~ l
' CONTROL PURPOSES. SEDIMENT 25 25 = 1 -6 MIN. AREAS. REMOVE AND STABILIZE AL ~ ~
TR M MINIMUM SILTFENCE SILTFENCE CONTROL STONE SHALL BE N0.5 MINIMUM S EA - ~;r~ DIMENT EROSID~I ~ ~
CHANNEL 1'-6" MIN. OR N0.57 STONE. MAXIMUM DEPTH OF DAM SHALL BE NO DEEPER ' DITc,II PTH V RSION O Y DI .E PORAR ' TEM ; C®NT ROL PLAN L, Il
TOP OF BANK 1' 2 THAN 1 FT. ABOVE NORMAL FLOW ,p{ J OW ~ x ' ~ DITCH APPROXIMATELY LIMITS OF CONSTRUCTION -
PLAN FLOW i~ DEPTH. TOP OF_ 6' OMPACTED TOP OF t8 DEEP _ C ~ SOIL BERM (VERSION ' O
3'MAX. BANK _ BANK WAT R FLOW, ~-TD TEMPORARY D ,,I
I_ i i _ - ~ ~ _ ~ i i -i I ! - - I _ _ BASE OF STREAM ~
i- ~i ! ~ ~ > . _ 1 TOP VIEW , _ ; ~ ~ _ ~ . , ; SEDIMENT FENCE ! TOP OF i Z 1
' - CONTR L STRUCTURAL ~ ~ ~ ' STONE STONE ' ~ ~.m.~ ' ~ ANK , F ! , ~ ~ ~ , ; , ~ - 1 -6" MIN. ~ - I : i - ~ ! f ~ n.~~' ~t ~ ~ , i ~ ~ `~i ~ ; INLET PROTECTEO , ~ . G; ~ t" ~
'__T`'
CROSS SECTION FRONT VIEW ~ IN 1~ 1-6 M _ 2 -I i- t - ~ ~ P-RAP ON RI
L' tJTI ROT P LET E IN WIR E DN , T S r _ _ -
WATER BAR 1r-- 3'MAX. F ~S'TORM WATER ONVEYANCE 0 FOR THE C Eft SEDIMENT STRI - ALL CURB INLETS ANO YARD INLETS SHALL BE PROTECTED Wf TEMPORARY SEDIMENT TRAP
STREAM _ ' W . NO. 5 WASHED ~ ~ ~ ~ B' i STONE/WIRE INLET PROTECTION AS SHO N ~,r~,~ { BED HARDWARE p~~'. I ?'°j O
W CONTROL STR CT RAL BE STONE SON . STONE SHALL BE P{LED AGAINST AND ON TOP OF CONSTRUCTIONW
6" TO 12" ' ' ~ 9" ~ ' CROSS. SECTION CLOTH. MAX STAKE SPACING SHALL BE 3 FEET. NTRANCE EXIT ~ ~ E / ~ FRONT VIEW ~ -
' k - 18" _ SLOPE 3 ~ ~ ~ _ i~ , U STABILIZATION - OUTLET f
1--- I xv d GRAVEL BEDDING , „ ~ ~ i # ~ t ~ ~ ' r s ; ~ l : _ I .E ; - - : , k , ~ . • ~ ~ ARY GRAVEL CO ; TEMPOR I MESH 23 STRUCTURE IR W E . ENTRANCE EXIT METAL STAKES VEL CONST
~ ~ ~ i ~ i. ' ~ - ~ k- GAUGE MIN W/ „ ~I- DATE:
4 18 ~ ' , 50 MIN.--~- „ EARTHEN RIDGE 1 /4 OPENINGS ~T5D~ TEMPORARY SLOPE DRAIN , , STONE ~ SEPTEMBER 16, 2005
_ 6 FILTER FABRIC
1. INSTALL DIVERSION AS SOON AS RIGHT-OF-WAY NAS BEEN CLEARED AND .GRADED. ~ FILTER FABRIC ~ ~ ~ - N TO ~ ROCK DAM UNDERNEAT SEDIMENT STORAGE I ` - ~ ~ STABILIZE FOUNDATION. t.5 < , SCALE:
2. LOCATE OUTLET ON UNDISTURBED AREA. U5E OUTLET PROTECTION WHERE r c~ ~ F( - CHECK DAM Oly MAX ~ ~ 1 "=100'
NATURAL AREAS MAY NOT BE STABLE. h ~ ~ ~ ~ T RIDGE TO DESIGN CROSS-SECTION. IMMEDIATELY SEED AND MULCH ~ ~ c0 3. COMPAC _ ~ _ ~ ~ 12' MIN. c0 I
~ ,o. AI/~t1/~T n, ncc A CTl~AIC ui~i
V-SHAPED WATERWAY WITH STONE CENTER DRAIN PORTIONS OF THE DIVERSION NOT SUBJECT TO CONSTRUCTION TRAFFIC. o d, co d ~ NuuuI li LJiJJ fi .J 4lI1VL IVI IIV. `y I "v - c0 c0
(SHAPED BY MOTOR PATROL) STABILIZE AREAS TO BE CROSSED BY VEHICLES WITH GRAVEL. o 2-3 COARSE AGGREGATE JN: ------i 18T I i- 0 STONE OUTLET 4 4606
4. CONSTRUCT DIVERSIONS WITH APPROX. 2% GRADE AND APPROX. 60' TO OUTFALL. INLET B„
5. MATTING FOR EROSION CONTROL SHALL BE PLACED ALONG WATER SILT BASIN TYPE
BAR CHANNELS WHEN SEEDING AND MULCHING.
C20
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N NANCE RE U EROSION CONTROL MAI TE ~0 INCH ~ METAL RISER r ° ERE UIREMENTS
SEEDING RE UIREMENTS n ~
~ ~ ~ l N DITCH S 0 T p r. , .
TEMPORARY INLET PROTECTION AND,/OR ROCK INLET SEDIMENT TRAP TYPE "A" TEMPORARY DVERSION DITCH A. SEEDIN SUMMER COVER 0 ~ ~ ~gsa~saa ~ OF EFFLUENT ~
INSPECT THE BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT INSPECT TEMPORARY DIVERSION' ,RY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. fMMEDIATELY REMOVE ~ TRASH RACK W STRUCTURE
1. SEEDBED PREPARATION A. GRASS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN 24 INCH ~ _ 'HE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND
RIP THE AREA TO BE SEEDED TO A 1 TALL FESCUE - 150 LBS. PER ACRE PLUS SEDIMENT FROM THE FLOW ARE O THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS PROTECTED IS PERMANENTLY STABILIZED REMOVE ANTI-VORTEX DEVICE i AIRS AS NEEDED. WHEN THE AREA ; ' ~
MINIMUM OF 4"-6". REMOVE ALL LOOSE WEEPING LOVEGRASS - 5 LBS. PER ACRE MAKE TIMELY REPAIRS AS NEEC AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE THE RIDGE AND THE CHANNEL ROCKS, ROOTS, ETC. LEAVING SURFACE (2) WEEPING LOVEGRASS - 5 LBS. PER ACRE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY ANN L TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY ~ i ~ HE CH E ~~,.I
SMOOTH AND UNIFORM. APPLY SEED, PLUS BROWNTOP MILLETT OR SORGHUM-SUDAN STABILIZE IT. a:
IC TURA ME FERTILIZER AND SUPER HYBRIDS - 50 LBS. PER ACRE STABILIZE ALL BARE AREAS AROUND THE INLET, AGR UL L U , z ~
PHOSPHATE UNIFORMLY AND MIX WITH THE B, GRASS -LEGUME MIXTURE SOIL. RATES ARE LISTED BELOW. SEED ON (1) WEEPING LOVEGRASS - 5 LBS. PER ACRE T UCTI N N R ROCK CHECK DAM & STONE _ i ~ 4M & STONE OUTLET
FRESHLY PREPARED SEEDBED AND COVER TEMPORARY GRAVEL GONS R 0 E T ANG PLUS SERECIA LESPEDEZA (SCARIFIED) - 60 t~ , a ,i ~ ~
THE SEED LIGHTLY WITH SEEDING LBS. PER ACRE MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CHECK SEDIMENT BASINS AFTET RE ORIGINAL VOLUME ' ; ~ w z BASINS AFTER EACH RAINFALL. REMOVE SEDIMENT AND RESTO RISER SUPPORTS - z
EQUIPMENT OR CULTIPACK AFTER SEEDING. G AND CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRES5ING WITH CLASS A STONE. WHEN SEDIMENT ACCUMULATES ~w 4CCUMULATES TO ABOUT ONE HALF THE DESIGN VOLUME. ° ~o~
MULCH IMMEDIATELY AFTER SEEDIN LATE SUMMER -EARLY WINTER AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT ANCHOR MULCH. 1
PPLY 4 000 LBS. AGRICULTURAL LIMESTONE AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR CHECK THE STRUCTURE FDR EI A ~ A. GRASS CTURE FDR EROSION, PIPING, AND ROCK DISPLACEMENT Ai^fER EACH SIGNIFICANT ~ I > ` 0 10 INCH 0 - ° ~ w~c~
PER ACRE. APPLY 1,000 LBS. 10-10-10 _ TRACKED ONTO PUBLIC ROADWAYS. RAINSTORM AND REPAIR IMMEDI REPAIR IMMEDIATELY. ~ CORRUGATED
LNG (1) TALL FESCUE 150 LBS. PER ACRE FERTILIZER PER ACRE FOR GRASS SEED 2 TALL FESCUE - 100 LBS. PER ACRE PLUS TEMPORARY SE I EN RA ND SEDIMENT BASIN AND FERTILIZER ARE TO BE DISKED O D~1 T T P A REMOVE THE STRUCTURE AND ~ LIME ANNUAL RYEGRASS - 25 LBS. PER ACRE METAL PIPE. _ ENT IMMEDIATELY AFTER THE CONSTRUCTION SITE JCTURE AND ANY UNSTABLE ~EDIM
INTO THE SOIL SURFACE TO A MINIMUM OF - GUME MIXTURE HAS BEEN PERMANENTLY STABII T WIT THE SURROUNDING ~ C] T BASIN SI E TO BLEND H a ,NENTLY STABILIZED. SMOOTH HE
B. GRASS LE INSPECT TEMPORARY SEDIMENT TRAPS AND BASINS AFTER EACH PERIOD OF SIGNIFICANT I ALL WATE 4 INCHES. 1 TALL FESCUE 100 LBS. PER ACRE PLUS REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE AREA AND STABLE ZE. RAINFALL REMOVAL. SEDIMENT SHOULD B IZE. ALL WATER AND SEDIMENT SHOULD BE REMOVED FROM THE BASIN PRIOR TO DAM
I POSAL AREAS AND NOT ALLOWED TO FLOW - ~ ~ w z ~ w IN DESIGNATED D S ULD BE PLACED NT SHO ~ U S
E WINT - RLY SPRING SERECIA LESPEDEZA (UNSCARIFIED) - 60 LBS. SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE R DRAINAGE WAY' LAT ER EA IN STREAMS 0 PER ACRE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE RING STRUCTURE REMOVAL. - I ~ ~ a ~ w ~ )RAINAGE WAYS DU _ ''I t11~ ~C0 Sc - ~ 0~ 0~ U~
A. GRASS (2) TALL FESCUE - 100 LBS. PER ACRE PLUS CONTAMINATED PART OF THE GRAVEL FACING. ° TION EC PERFORATED S
1 TALL FESCUE - 150 LBS. PER ACRE CROWNVETCH - 25 LBS. PER ACRE RECUIRED SILT FENCE .NCE - SHALL BE COVERED WITH
B. GRASS -LEGUME MIXTURE (3) TALL FESCUE - 75 LBS. PER ACRE PLUS CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE _ - I ~ o 0 A MINIMUM OF 2 FEET o~ r
1 TALL FESCUE - 100 LBS. PER ACRE ANNUAL RYEGRASS - 25 LBS. PER ACRE PLUS DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF O M OF THE EMBANKMENT TO SLIGHTLY ABOVE INSPECT SEDIMENT FENCES AT PLUS SERECIA LESPEDEZA SCARIFIED - SERECIA LESPEDEZA (UNSCARIFIED) - 60 LBS. THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLE ENT AN AFTER EA H RAINFALL. MAKE ANY REQUIRED T O A WEEK D C T S NCE T FENCES A LEA `a OF NCDOT 57 STONE. LL w N
( ) ..WAY MUST 8E REPLACED IMMEDIATELY. REPAIRS IMMEDIATELY. 60 LBS. PER ACRE PER ACRE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILL 'ELY. , I ~ ~ o a ~ ~ N
(2) TALL FESCUE - 100 LBS. PER ACRE HE AREA IS TO BE ROLLED OR A D ENT AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE SHOULD THE FABRIC OF A SE[ RIC OF A SEDIMENT FENCE COLLAPSE TEAR, DECOMPOSE OR BECOME INEFFECTIVE, ~ ~ ~ ~ o ' LOWER 4.25 FEET ABOVE
PLUS CROWNVETCH - 25 LBS. PER ACRE AFTER SEEDING T AFTER LL SE IM CULTIPACKED TO INSURE THAT THE SEED IS AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND REPLACE IT PROMPTLY. REPLAC TH 8 R P EVERY 60 DAYS. Z ~ ° ~ ~ APTLY. REPLACE E U LA CONCRETE PERFORATED ~ ~ W ~ ~
- RI PRESSED INTO CONTACT WITH SOIL SURFACE. STABILIZE PROPERLY. 1 4 ~ Q
ALL SEEDED AREAS ARE TO BE MULCHED WITH REMOVE SEDIMENT DEPOSITS A' T DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT WITH 1/2 INCH HOLES o ~ ~ U ~ ( i ~ ~ m )UCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE APPROXIMATELY 3 INCHES a I , ~ ~ r M E
STRAW MULCH AT THE RATE OF 3,000 LBS. PER RAIN AND TO REDUCE PRESSUI A. GRASS ,CH OUTSIDE - o I ~ ~ ~ o APART IN EA _ ° ~ Q ~ x ~
_ ACRE (APPROX. 100 BALES PER ACRf). APPLY DURING CLEANING. (1) TALL FESCUE 150 LBS. PER ACRE TO THE STRAW MULCH AT THE TEMPQRARY SLOPE DRAIN VALLEY. - f~ ~ Z ~ d ~ ~ , - 0 z ~ ~
2 TALL FESCUE - 100 LBS. PER ACRE ASPHALT EMULSION O RATE OF 150 GALLONS PER ACRE. INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL AND PROMPTLY REMOVE ALL FENCING MATERIAL CING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE _ - ~ ~ > ~ -
PLUS WEEPING LOVEGRASS - 5 LBS. PER AREA SOIL TYPES, CLIMATIC CONDITIONS, SEED AND STABILIZE IT AFTER THE MAKE NECESSARY REPAIRS. WHEN THE PROTECTED AREA HAS BEEN PERMANENTLY STABILIZED, ACRE A'/AILABILITY AND INDIVIDUAL PLANT TEMPORARY MEASURES MAY BE REMOVED, MATERIALS DISPOSED OF PROPERLY AND ALL FTE FILL BOTTOM ~ ~ ~ q A R THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
8. GRASS -LEGUME MIXTURE CHARACTERISTICS ARE ALL TAKEN INTO ACCOUNT 3 FEET WITH , ~ ~ ~ g~ i ~ ~ >x ~ o ~ < ~ ~ .z w ~ a CONCRETE. ~ ~ ~ x
1 TALL FESCUE - 100 LBS. PER ACRE DISTURBED AREAS STABILIZED APPROPRIATELY. tN THE ABOVE RECOMMENDATIONS. DUE TO I";I ~,}cn zZm
PLUS SERECIA LESPEDEZA (SCARIFIED} - pENSITY, CONFORMITY AND TEXTURAL QUALITY - -w..~ :j ~ w ~ o ® o a . w ~ .a
60 LBS, PER ACRE REASONS, THE ABOVE SELECTIONS ARE NOT ` Y d cOC',1~?~
RECOMMENDED FOR LAWN AREA USE. CONSULT THE COUNTY AGENT ON MAINTENANCE 6 INCH PVC PIPE CONNECTED WITH RUBBER I '1
TREATMENT AND FERTILIZATION AFTER PERMANENT CONNECTOR ATTACNED WITH STAINLESS STEEL I STRAPS TO 6 INCH DIP.
COVER IS ESTABLISHED. ;I
~ ~ ~ LET SEDIMENT TRAP TYPE A SEDIMENT ~c EROSION 3 ~ v
ROCK IN ~ N
ARY EERMS AND SLOPE DRAIN TEMPOR CONTROL PLAN L,:., ~ ~ ~
v TION ~ rn c TRUCTURAL LIMITS OF CONSTRUC L a o r ~ r~
EARTH BERM A DITCH BLOCK TONE EDIME T Q w a 5 0~~
A ONTR l --TD TEMPORARY DIVERSION R © ~ Ir STONE. ~ O A ~ 2 MIN. " r~`, ~ o
FUTURE E.O.P. A EARTH BERM 1'-6" MIN. 1 -2 I ..'~1 ~ N d
DITCH BLOCK .P. ' -ai r-- „ ~i i,,,,_, SEDIMENT FENCE ~ ~ 1 6 12 I ~
- 6 MIN. FUTURE E.0 2 MIN. , c~ x DIMENT S -~-C NTROL 4 8 --I INLET PROTECTION ~ ~t o
SUMP LOCATION ~ , ` STONE - - - _i ~ N ~L
~ 4 MIN. RT - 2, OMPACTED EA H MIN. P~ - - ~ ~ ~ . ~:t : ~ `I~.' „ c~ RIP-RAP ~ ~
SUMP LOCATIO PIPE "T" SECTION PLAN 7'-6" 6 STRUCTURAL STONE F~,
~ NOTE: ~ ~ d- FILTERED TEMPORARY SEDIMENT TRAP ;zz.~:~ o ~ ~
SEDIMENT TO BE CLE! T TO BE CLEANED WHEN FILLED OR AS DIRECTED WATER > ~ p
TEMP. EARTH SHOULDER BERM TEMP. SLOPE DRAIN 9Y ENGINEER. SEDIME OR N0.57. STRUCTURi N SHALL BE N0.5 ' ~ U NEER. SEDIMENT CONTROL STO E CONSTRUCTION ~ - u, T A STONE SHALL BE CLASS "B" SECTION A-A ~ a~ ¢ p >7. STRUC UR L ENTRANCE/EXIT ~ ~ ~ ~
STONE. TOP OF BER TOP OF BERM SHALL BE A MINIMUM OF ONE ~ o ~
CLASS "B" STONE FOR TEMP. EARTH SHOULDER BERM TEMP. SLOPE DRAIN FOOT BELOW THE SH( .LOW THE SHOULDER OR ANY DIVERSION POINT. OUTLET STABILIZATION i ~ ~ ~ ~ U 0 U
~~.Y ~'~~°~'~-EROSION CONTROL (raPxF V',t STRUCTURE ~ p 3
sT FOR B ON C 1~ C cn~u~ ~ i ~TSD~ TEMPORARY SLOPE DRAIN ,
E 0 L---- A ASPHALT GONCRETE PLANT MIX, Q
TYPE I-1 I-2 OR HDS MINIMUM 2" N ~ ~ z N D ROCK PIPE INLET PROTECTIO ROCK DAM STA DAR
' " " ~A DEPTH OR CLASS B STONE. USE J
AS DIRECTED BY THE ENGINEER. , , o CHECK DAM ~s .~1
~ - , ~ ~ ~ Q C~~ ~ - ae--~ WATER BAR ~
INL~ PROTE TION INLET PROTEGTION
OPTION 1 OPTION 2 ' ~ 888 STONE OUTLET ~ ~ _ . ,ys ~6 ~ ~ . I ~
FUTURE PAVEMENT--.,, ' d; 7 y j~'' I ~
4 ~ A I TYPE B ILT B S N S € o
S/~O a ~ r
v~0 NOTE: FR - , J
EARTH BERM EARTH BERM DITCH BLOCK~,~ ~ STRUCTURAL STONE DITCH BLOCK ~ BE CLASS B STONI STN SHALL ~ CTURAL 0 E ~ ~ } ~ 1- LASS BSTONE. A ~
TEMP. EARTH SHOULDER BERM ANCHOR STAKE EL80W ;I, ~ f A ~ i ~
ANCHOR STAKE FUTURE E.O.P.-~ TEMP. EARTH SHOULDER BERM SEDIMENT CONTROL NTRO STONE SENT CO L ' ~ ~
TEMP. SHOULDER " EXTEND DRAIN AS REQUIRED CATION FILL SHALL BE N0. 5 BERM DITCH SUMP LO f MATERIAL STONE. L BE N0. 5 OR N0. 57 FLOW ~ . ' U
TO COINCIDE WITH HEIGHT E. K: ~
OF FINISHED EMBANKMENT TOE Of FILL DIMENSIONS ARE N INVERT PIPE , ~ VSIONS ARE MINIMUM
TEMP. EARTH SHOULDER BERM NATURAL GROUND LIPJE AGCEPTABLE UNLE`. 10' MAX. BETWEEN ANCHORS f 4, { PTABLE UNLESS ,v,~ ~
-ELBOW OTHERWISE SPECIFI ~ TEMP. SHOULDER RWISE SPECIFIED BY ~ ~I ~ - ,J
EARTH BERM DITCH BLOCK DITCH ~ ~ THE ENGINEER. ENGINEER. ;~„~o ~ ~ ~'.+y... nt ` J,
TEMP. SHOULDER BERM DITCH , 5' MI_N. _ ANCHOR STAKE ~ ; , ~ ; SHOULDER; . ~S
STAGE BUILDUP OF FILL ELBOW POINT;.., , , ; f u` ~ ; , , l 'b F 7
~ ' , ~ L 7
NOTE: y~ 'i~ ` ! O ~ ~~C~~
ANCHOR STAKES 30 LONG ~ , ~ ~ ~ r. ~~z;~ ~w`' I
AND SET MINIMUM i 2" DEEP. CLASS "B" STONE OR SILT TEMP. SLOPE DRAIN BASIN TYPE B. SEE NOTES. ,fir _
PLAN 0 C~ ~ i~.
SECTION A-A ISOMETRIC VIEW ~ SEI SEDIMENT CONTROL STONE ; + ~ ~ I
STRUCTURAL STONE NATURAL GROUND ~ ~ ;I }
NOTES: FLOOD STORAGE OOD STORAGE ZONE 3 MIN. ~r I- ,
3. THE INLET FOR SINGLE DIRECTION FLOW SHALL BE PLACED IN ~ I U
1. OPEN END PIPE WITH MINIMUM SETBACK AND SEDIMENT STORAGE ENT STORAGE ZONE 1 MIN-?~ , _ ~ ` -i ; I---- 1, i F
PROPER COMPACTION IS AN ACCEPTABLE INLET A SUMP. i_ 1.5'
TREATMENT FOR STAGED CONSTRUCTION WHEN NOT LEFT 4. CLASS "B" STONE FOR EROSION CONTROL IS TO BE USED PLACE FOR MORE THAN 30 DAYS. AT OUTLET LOCATIONS SUBJECT TO SCOURING. SILT BASIN TYPE IN , ; ~ ~ ' i DATE: . 3 SEPTEMBER 16, 2005
B MAY BE UTILIZED TO CONTAIN SEDIMENT. _INVERT__ IPE_ I ' FLOW _ -
2. WHEN A LONG DELAY IS EXPECTED BETWEEN FINAL GRADE - - - A(NAGE SYSTEM. THE - AND PLACEMENT OF A PERMANENT DR 1 _ ~ , _ ; , . - ~ ~8' MIN. ~ ~ SCALE:
INLET SHALL BE PROTECTED BY PLACEMENT OF A TEE _ , ~ , , _ _ 36" PIPE MAX. I I 1"-1Q0 ~ - - _
SECTION ON THE INLET AND OR BY LINING THE INLET AREA ~ ~ ~ ~ ~ I , _ .
~.uri i n. .nn +>n++ n~rnur nn Anf111A1 T lN111l~f)CTC ?I AAIT IIIV ,
Wllh LUiJJ U JIUIVC UM H3r"nHLI l,vrvl rNGrL rL/vrr min i JN:
AS DIRECTED BY THE ENGINEER. SECTION A-A 4QQ$
3
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~ 1 1 PIPE PIPE PIPE I STRUCTURE SLOPE UPPER LOWER ,~4~,
~ ~ ' ~ O FROM TO % INVERT INVERT LENGTH SIZE MATERIAL ~~'a~ tit,
LOCATION MAP ~ ~ ~;.~t-. . ` ;7 _ ' ~ C'`,.~ O A B 0.50 793.50 792.73 153.29 10 RCP ~ ! ~ ' R71! ~ 12 RCP ~ ; - B C 0.50 792.73 791.96 153.93
a C D 0.50 791.96 791.56 79.43 12 RCP ~
o~~~ ~ e ~ ' 119.28 15 RCP ~ ~ . v _ ~..~ti p D E 0.50 791.56 790.96 ~ . ' ~ ~
~ g f ~ ' E F 0.50 790,96 790.83 25.51 15 RCP z z ~ •n i' ~ - ~ ?s'I 0 125.72 15 RCP ~
e eU~ .~Rfi M FF . AM , p . ~ F G 0.50 790.83 790.2 ~ a. r}
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~ ~ . PEA \ ~ b . . ~ r 153.93 8 RCP , ? dd.,~4 , e~ ~ , € ~ I J 7.19 805.56 794.54 ~ ,1 ~~~1g= ~ r ~ a f`rl!~1
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W~ OR ~ t ~ o~ ~ ~ ~ ~ ~ - ,y / _ ~ . ~ ~ ~ ~ ~ ~ i I SO'- S ~ ~ 1 ' i N ~ ~ BUFFER ~ W X 0.50 793.00 7 2.48 102.75 10 RCP , 5 ; 0
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1 r. r ' ~I li ~ w. , ~ - 0.50 790.1 7 9.36 190.0 8 RCP AA BB p ®C7 34.0 18 RCP ~ wJ w~
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~ ~ ~ BUFFER # 1 100 r ~ ~ ~ ° ~ ~ ~7 ! ~ MAP REVISED: MAY 18, 1998
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56 ~ ~ ~.9, 193,842 S.F. 15,419 S.F. 37,268 S.F. '4 ~ 1573 B s6s 1190 ~ . }
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2 21 43 0.39 AC. 24 0.23 AC. 53 1.0 A i>~~'~;' 1 ~ ' ~ r 2.21 AC. 0.09 AC. 3 C v 20 ~4 ~ ~ r' / ~ ~ 51 / c~• IL 3 CC ~ 648 889 859 1906 ~ FT
/ 24 i w ~ 26 257 S.F. 70,567 S.F. 8 212 S.f. ~ f ~ 21 "r 1,- ' ~ ~ R ~ ~ eoa uz 5m ~ o sn.~r. saw sa.r~ so. ,-r. ' i Q l ~ ~ 2nd flOGR ffE • ~ ~ ~ 819.83 g5g 1908 ~
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r ~ ~ r 4,108 S.F. 2148 S.F. 6,072 S.F. 3,048 S.F. / foes nos ; ~ J ~G' tier .F7. fr. SO 90. 54
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5,663 S,F. ~ 0.62 AC. 36,590 S.F. 1,907 S.f. _ ~ 0.. 8 AC. ~ 2 3 635 S.F. ~ 0.13 AC. ~ 0.84 AC. 59 0.04 AC. r. 82 14 297 53 1~ .59a 53 se. t1. F-
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4,225 S.F. ~ 26,865 S.F 21,708 S.F. 2,059 S.F. ~ 0.10 AC. 2 0,62 AC. 4g 0.50 AC. BO 0,05 AC.
f. P o soar. ~ 52 ';'I LL. { i` _
5,573 S.F. : ~ 28,562 S.F. 53i S.F. 1,140 S.F. 8 28 50 >81
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/0 ~ ~ 3 409 S.F. 17,859 S.F. 12,632 S.F. ~A ~ ' g ~ 1,143 S.F. 51 ` ,~,.:.~r^ . t - - ~ K L M 4$ I
0.08 AC. 0.03 AC. 0.41 AC. 62 0.29 AC. B ~ . ~ / / r . ~ Q <I
36 982 S.F. ~ ~ / 11,259 S.F. ~ 7,405 S.F. ~,q ' ~ ~ ~ / 10 32 o.a5 Ac. 52 0.17 Ac. qSp ~ ~ ~b, ~
0,26 AC. r, t y . ~ / ~ i L~ / ~ f_
14,996 S.F. 2,073 S.F. ~ o I ~ ~ ~ f , / (~l , . i , I v
0.34 AC. ~ 0.05 AC. ~ ' IMPERVIOUS SURFACE AREA5 ° `~,A,` ~ z~a ~G , '(1
x,764 S.F. 40,0$1 s.F. ~!~]IA~ES - SURFACE AREAS ISA , TIER 3 IMPERVIOUS ~ ~ ~ ~ R 'I; ~ ATE. Q ;
~ 2 D.16 AC. ~ 0, 92 AC. \ 37,026 S.F. Y A ~ _ - ;ii , i ''j SEPTEMBER 16, 2005
6,823 S.F. 63 0.85 AC. UM ISA 20.70 ~5% _ ` ~ ~ 37 47,916 S.F. MAXIM ~ I.
~ 3 0.16 AC, 1.1 D AC. ~ ~I EXISTING ISA 7.67 13% ~ ' ~ ~ ~ SCALE.
S.F. 9 286 S.F. 25,265 77 s.F. 66 D.58 ac. S 10.46 1 .7% ~ ' ~ : / 1 "=100'
t4 0.21 Ac. 38 59s PROPOSED I A 1.37 AC. TOTAL ISA 18.13 30,7 ~ , -~~EcTioN of iLBUILaINC (N.T.s.)
7,994 S.F. 1,319 S. F. ISA TO WET POND 16.96 28.70%
i 5 0.18 AC. 39 0.03 A0. HER 4 - AREAS IMPERVIOUS SURFACE 9,488 S.F. 45,654 S.F. TYPE ACRES PERCENTAGE OF TOTAL ENDORSEMENT BLOCK JN: WATERSHED. COMMITTEE T REM EVU
----4606
i~ 0.22 AC. 1.04 AC. MAXIMUM ISA 5.53 50%
17,860 S.F. 4,968 S.F.
0.41 AC. 0.11 AC. -EXISTING ISA 1.47 13% 4i i~ PROPOSED ISA 0.56 5% IS WATERSHED DEVELOPMENT PLAN (DEV.# 6773 )IS APPROVED BY THE WATERSHED REVIEW CO ITTEE. I C23
TOTAL IS/ 2.03 18%
ISA TO WET POND 2.03 18% MENT DATE LRECT R OF PLANNING & DEVELOP

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ABC AGGREGATE BASE COURSE MAX MAXIMUM 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED KNOWN I ~ ~ - dta
AC ACRES MED MEDIAN UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MH MANHOLE EXERCISING REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. BENCHMARK ~ , = ;
(MATE MIN MINIMUM THE CONTRACTOR SHALL NOTIFY THE DESIGNER IMMEDIATELY IF UNKNOWN ELEMENTS ARE APPROX APPROX - BOLLARD ~ -
ASPH ASPHALT MJ MECHANICAL JOINT DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN. BORING
ASTM AMERICAN SOCIETY FOR TESTING MATERIALS MON MONUMENT AWWA AMERICAN WATER WORKS ASSOCIATION MTL METAL 2, CALL NORTH CAROLINA ONE-CALL CENTER 1-800-632-4949 TO LOCATE ALL EXISTING b r; r ~
MW MONITOR WELL U1ILITIES PRIOR TO CONSTRUCTION. vABLE TV PEDESTAL
B-B BACK OF CURB TO BACK OF CURB ~ IRRIGATION SPRINKLER HEAD I~~~`~ ~
BL BOLLARD LIGHT N/A NOT APPLICABLE 3. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S ~7 CLEANEST ~ ~''~f~~' . _I
BLDG BUILDING NAD 27 NORTH AMERICAN DATUM 1927 FACILITIES. SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED
BM BENCHMARK NAD 83 NORTH AMERICAN DATUM 1983 BY THE DESIGNER. BOC BACK OF CURB NBL NORTH BOUND LANE .r CONIFEROUS TREE ~ ~ U
BOL BOLLARD NC NORMAL CROWN 4. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE DESIGNER FOR DAMAGES, INJURIES DECIDUOUS TREE ~ ~
BVC BEGIN VERTICAL CURVE NC GRID NORTH CAROLINA GRID OR OTHER ACCIDENTS WHICH OCCUR DURING THESE CON5IRUCTION ACTIVITIES.
BW BARB WIRE NCDOT NORTH CAROLINA DEPARTMENT ELECTRIC MANHOLE s
OF TRANSPORTATION 5. TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR PROTECTION SHALL BE REMOVED DURING 348 _ CONTOUR p
C&G CURB AND GUTTER NCGS NORTH CAROLINA GEODEI1C SURVE CONSTRUCTION. <';;i U ~--3~~~ FENCE i u~
CAN CABLE TELEVISION NEMA NATIONAL ELECTRICAL CB CATCH BASIN MANUFACTURERS ASSOCIATION 6. ALL ELEVATIONS ARE IN REFERENCE TO DESIGNATED BENCHMARKS/CONTROL POINTS. ~ ~
CBL CABLE NIC NOT IN CONTRACT +100.00 +100.00 ELEVATION z n. z
CFS CUBIC FEET PER SECOND NIP NEW 4RON PIPE 7. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED a~w FENCE POST - o ~ f toti~
CHL CHAIN LINK NTS NOT TO SCALE CONSTRUCTION AC11VI11ES AT THE JOB SITE. ,~1=~~ -Da-~ FIRE H ~ DRANT & GATE VALVE > ~ 0
CI CURB INLET 0/C ON CENTER - ! I_ . FLAG POLE
CIP CAST IRON PIPE OD OUTSIDE DIAMETER 8. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS GOVERNING Ck CENTERLINE OH OVERHEAD THE CONSTRUCITON INDUSTRY, INCLUDING BUT NOT LIMITED TO THOSE PERTAINING TO TRAVELING
CM CONCRETE MONUMENT OSHA OCCUPATIONAL SAFETY AND OPERATIONS AND OSHA. GAS VALVE I ' I ® i., , i
CMP CORRUGATED METAL PIFE HEALTH ADMINISTRATION GRATE INLET ~ ° ~ ~ Q ~ ~ , I w o w ~ ~ z w z u.~
CO CLEAN OUT OVH OVERHANG 9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS ZS ~ ~ Y ® GRATE MANHOLE ~ I t~ ~ ~ ~ ~
COH CITY OF HICKORY AT HIS EXPENSE. I~ i~~ Q z W~ GUY WIRE i ~ w ~ ~ m z
COM COMMUNICATION P/A PARKING AREA CONC CONCRETE PC POINT OF CURVATURE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ADJUSTMENTS OF ALL EXISTING VAUL?S D~ LIGHT POLE I
CONSTR CONSTRUG110N PCC POINT OF COMPOUND CURVATURE (REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS, CLEAN OUTS, MANHOLES ETC. TO MATCH >-CH
CONTR CONTRACTOR PED PEDESTAL FINISHED GRADES AND SITE PLAN. ALL SUCH WORK SHALL BE COORDINATED WITH THE PROPER UTILITY. TILITY. MAILBOX o~
COR CORNER PI POINT OF INTERSECTION ® MONITOR{NG WELL I o ~ ~ f~
CP&L CAROLINA POWER & LIGHT PINC POINT OF INTERSECTION NO CURVE 11. UTILIZE SIGNS, BARRICADES, FLAGGERS, OR GUARDS AS REQUIRED TO ENSURE THE SAFETY OF ALL ~N ~i~; PARKING METER i ~ d o
CULV CULVERT PIV POST INDICATOR VALVE VEHICULAR AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION ACTIVITIES. CW CHILLED WATER R PROPERTY LINE t ~ a v POWER PEDESTAL ~ F- ~ o
POC POINT ON CURVE 12. THE CONTRACTOR SHALL COORDINATE Wily THE OWNER AND ADJACENT PROPERTY OWNERS AS i ~ cn f ~ L - 0'
~ DELTA POS POINT ON SPIRAL REQUIRED FOR WORK OUTSIDE OF PROPERTY LINES. POWER POLE ~ w ~ ~ I` ; >d~
DCV DOUBLE CHECK VALVE POT POINT ON TANGENT SHRUB I ~ ~ ~ ~ ~ ~ o c~
DDCV DOUBLE DETECTOR CHECK VALVE PP POWER POLE 13. UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE LEFT OPEN OR a SIGN l N E o - I ~ ~~X o
DI DROP INLET PRC POINT OF REVERSE CURVATURE UNPROTECTED DURING NON-WORKING HOURS. UTILIZE SIGNS, BARRICADES, ETC. TO ENSURE THE DIA DIAMETER PSI POUNDS PER SQUARE INCH SAFETY OF THE GENERAL PUBLIC. ~ SIGNAL BOX `1I ~ U a ~ c
DIP DUCTILE IRON PIPE PT POINT OF TANGENCY ~ _ 0 z u- ~ %xi ~ SIGNAL POLE I ; N ~ ~
DRW DRIVEWAY PVC POLYVINYL CHLORIDE 14. fIELD SURVEY INFORMATION WAS PROVIDED BY KOONIZ-BRYANT, P.C. REGISTERED LAND I" U Z~O4
DW DOMESTIC WATER PVI POINT OF VERTICAL INTERSECTION SURVEYORS OF GREENSBORO, NC. T TELEPHONE MANHOLE ~ N y 0 ~ ~ ~ Sao ~ ~ w m o
PVMT PAVEMENT 15. VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE, IF DIFFERENCES ARE FOUND, NOTIFY TELEPHONE PEDESTAL ~ ' to ~ o ~ zz~~
EBL EAST BOUND LANE DESIGNER SO THAT MODIFICATIONS TO THESE DRAWINGS CAN BE MADE. ED EMERGENCY ROOF DRAIN R RADIUS ~ WELL f' w ~ w U
EG EXI511NG GRADE R/W RIGHT OF WAY 16. ALL W R IN OP RATIONAL RO WAYS WHETHER FOR LOADING UNLOADING OR ACTUAL CONSTRUCTION o rn~~~ ,TION ® WATER METER ~ Q ~ ~ vY
I TING IRON PIPE RCP REINFORCED CONCRETE PIPE 0 K E AD ~ , EIP EX S SHALL TAKE PLACE ONLY WITH THE USE OF FLAGGER DEDICATED TO THE PURPOSE OF DIRECi1NG
ELEC ELECTRIC RD ROOF DRAIN TRAFFIC ONLY. THESE FLAGGERS SHALL BE POSI110NED AT 11~iE FRONT AND REAR Or SUCH WORK. l~' CG-12 CURB RAMP ~..ie._,-..
ELEV ELEVATION RETW RETAINING WALL ~ ~-,`~r ~~1rY~Y1 WOODS LINE
EM ELECTRIC METER REV REVISED 17. CONCRETE PIPE SHOWN ON THESE PLANS SHALL BE CLASS III REINFORCED. EOP EDGE OF PAVEMENT RPZ REDUCED PRESSURE ZONE AL ARTMENT UNITS TO BE REVSED FROM 201T~ AVENUE DRIVE NE. ~~~;~~~°~-r;~~-__~ STORM SEWER, MANHOLE, DRAIN INLET ,i i
NT RT RIGHT 18. LAP ADD ESMT EASEME ~ „ 8" SAN. SANITARY SEWER LINE, MANHOLE, CLEAN OUT
EVC END VERTICAL CURVE RWM RIGHT OF MONUMENT 19. ALL CURB INLET SHALL MEET NCDOT STANDARD DRAWING 840.02 AND 840.03. ALL DRAIN INLETS WATERLINE, GATE VALVE BUTTERFLY VALVE MANHOLE ' -I ~
EX EXISTING SHALL MEET NCDOT STANDARD DRAWINGS 840.14 AND 840.16. 12 W~L ; ~ w I. ~ i ~ ~ ~ ~ - _ I n ~ ~ N
CURB & GUTTER ~ ~ c L -w C~ ¦•-o
FES FLARED END SECTION SAN SANITARY FFE FINISHED FLOOR ELEVATION SB SOIL BORING 3 GENERAL NOTES SPILL CURB & GUTTER, DRY CURB r 1= ~'c ~ ~
FG FINISHED GRADE SBL SOUTH BOUND LANE C24 SCALE: 1" =NONE STANDARD CG-2 a wa ~ o r~ d-
FH FIRE HYDRANT SHT SHEET • 100 YEAR FLOOD PLAIN ELEVATION ~ ~ ~
FL FLOOD LIGHT SIA SIAMESE CONNECTION v~t~ _ T 4- N ~ WADERS OF THE U.S.
FNC FENCE SIG SIGNAL (U r
FOC FACE OF CURB ~ SETBACK LINE FPS FEET PER SECOND SP SIGNAL POLE 1. PERFORM DEMOLIITON ACCORDING TO FLANS. WETLAND LIMITS ~ C x _ -
SPECS SPECIFfCATIONS - - CONCRETE LINED DITCH ~ ° _ _ ~ N
GALV GALVANIZED STA STATION 2. PERFORM DEMOLI110N, CLEARING AND GRUBBING OPERATIONS ACCORDING TO PLANS, O
t GC GENERAL CONTRACTOR STM STORM STARTING AT THE OUTSIDE PERIMETER TO ALLOW INSTALLAITON OF INITIAL EXTERIOR EROSION CONTROL MEASURES. MEA5URES. t~ ¦ • 100 YEAR BACKWATER ELEVATION ~rn _
GL GAS LINE SW SIDEWALK ~~w ~~ir ~ •V' ~ L ~ [
GM GAS METER 3. INSTALL EROSION CONTROL MEASURES AS SOON AS CONSIRUCTTON CLEARING WILL ALLOW ACCESS TO LIMITS OF CONSTRUCTION ~ ~ ~ o ¦ ~ U
GPM GALLONS PER MINU11= T TANGENT EROSION CONTROL DEVICE AREAS, SEE SHEET C3.1.. GRV GRAVEL TBM TEMPORARY BENCHMARK U ~
GN GATE VALVE TCP TERRA COTTA PIPE 4. PERFORM SITE STORM WATER PIPING INSTALLA1lON. DIRECT RUNOFF TO PROTECTED INLETS BY USE OF ~ KEY NOTE SYMBOL ~ ~ ~ ° ~ d- 4-
GV GAS VALVE TEL TELEPHONE TEMPORARY DIVERSION BERMS AND DITCHES. ~ ~ h':> u~ ~
GW GUY WIRE TEMP TEMPORARY U ~ O 3 LL ~ o d- ~
TOC TOP OF CURB 5. MAINTAIN INTtGRITY OF EROSION CONTROL DEVICES DURING CONSTRUCTION, ESPECIALLY AF1ER RAINFALL OF HEAVY DUTY PAVEMENT , ~ ~
HC HANDICAP TOE TOE OF SLOPE EVENTS. EXCAVATED INLET PROTEC110N DEVICES, ETC. SHALL BE CLEANED OUT WHEN ONE-HALF FULL OF HCP HANDICAP PARKING TOB TOP OF BANK SEDIMENT. `i _ ~1
HCR HANDICAP RAMP TOW TOP OF WALL OR WALK LIMITS OF WETLANDS TO Z
HDW HEADWALL TP TELEPHONE POLE 6. PERMANENT STABILIZATION/SEEDING SHALL BE PROVIDED ON ALL DISTURBED SLOPE AREAS WITHIN FIFTEEN PEEN ! BE DISTURBED , J
HP HIGH POINT TRANS TRANSFORMER (15) WORKING DAYS AS SPECIFIED BY NCDENR. ; p
HT HEIGHT TYP. TYPICAL ~ GRAVEL yt~
7. PERFORM ALL CUT/FILL GRADING OPERATIONS ACCORDING TO PLANS. ID INSIDE DIAMETER U/C UNDER CONSTRUC110N ® U
IN/HR INCHES PER HOUR U/G UNDERGROUND 8. INSTALL ALL UNDERGROUND UT1LIl1ES ACCORDING TO PLANS. ' CONCRETE ~
INV INVERT UP U11LIlY POLE I-- ~
ISL ISLAND 9. WHEN SUBGRADE ELEVATIONS ARE ESTABLISHED STRIPPED OR EXCAVATED SURFACES SHALL BE PROOF ROLLED AN[ ROLLED AND
I1T_ INDEPENDENT TESTING LABORATORY VC VERTICAL CURVE ' COMPACTED SURFACES SHALL HAVE MINIMUM PERCENTAGE OF DENSITY TESTED BY THE OWNER'S SOILS INSPECTION VCP VITREOUS CLAY PIPE SERVICE PRIOR TO PLACEMENT OF STONE BASE MATERIALS, CURB & GUTTER OR BUILDING FOOTINGS. INSPECTION Z
JB JUNC110N BOX
WBL WEST BOUND LANE 10. 11iE OWNER'S SOILS INSPECTION SERVICE SHALL TEST 111E COMPACTION OF BASE MATERIAL. T 5 TYPICAL PAVEMENT CUT DE AIL I ,
L LENGTH WL WATER LINE > = E-- C24 SCALE: 1 =NONE Z
LF LINEAR FEET WM WATER METER 11. AFTER PLACEMENT AND COMPACTION OF BASE MALI=RIAL AND SETTING OF STRING LINES FOR CURB & GUTTERS, GUTTERS, G_.: - ~ i:`; ANY ~
LGT LIGHT WV WATER VALVE CONTACT DESIGNER SO MAT VISUAL INSPECTION OF CURB GRADE TRANSITIONS CAN BE MADE. AFTER ANY - U
LP LIGHT POLE WW WOVEN WIRE NECESSARY ADJUSTMENTS TO STRING LINES ARE MADE, SET FORMS AND/OR COMMENCE CURB MACHINE LS LANDSCAPED OPERATIONS AND POUR CONCRETE CURB & GUTTERS. J
LT LEFT NOTE: CESSAR TAN ALL EROSION CONTROL DEVICES a SAW CUT PAVEMENT EACH SIDE 1' MIN. BEYOND DITCH SIDE C',`.,'
ALL SYMBOLS AND ABBREVfAT10NS MAY 12. AFTER EACH PHASE OF CONSTRUCTION, REPOSI110N AS NE Y AND MAIN i TROL DEVICES. OF DITCH WITH STRAIGHT LINES ~ 0 PARALLEL TO DITCH. ~
NOT BE APPLICABLE TO THIS PROJECT. 13. PROTECT NEWLY POURED CURB & GUTTER, SIDEWALKS, DRIVEWAY TURNOUTS FROM DAMAGE DURING THE fHE ' ~ J
REMAINING PROJECT CONSTRUCTION.
1 STANDARD SITE ABBREVIATIONS ~ PA5SE0. 1 1/2 I-2 SURFACE COURSE
„ 14. PERFORM PAVING OPERATIONS ONLY AF1ER ALL DANGER OF CONSTRUCTION DAMAGE TO SURFACE IS PA5SE0. C24 SCALE: 1 =NONE TYPE "H" BASE COURSE MAY BE APPLIED EARLY IF EXTREME LOADING IS NOT EXPECTED. ANY DAMAGE TO GE TO
PAVEMENT SHALL BE REMOVED BY SAW CUTTING LARGE SEC110NS AND REPAVED AT THE CONTRACTORS EXPENSE. _ 1- 7S EXPENSE. I ~ EXISTING PAVEMENT _
f ~
15. PERFORM FINISH GRADING BEHIND CURBS AND ADJACENT TO WALKS AND BUILDINGS. CONTACT DESIGNER FOR APPROVAL OF GRADING PRIOR TO COMMENCING SEEDING OPERATIONS. NER FOR 12 A.B.C. L' . ~ COMPACTED EXISTING SASE
VARIES VARIES D.I. M.J. I-I I- I =
D.i. M.J. 16. CLEAN ALL PAVEMENT SURFACES AND APPLY ALL TRAFFIC PAINT STRIPING ACCORDING TO THESE PLANS. - ~ ANS. -
17. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREAS ARE RESTABILIZED. i a ',i'.
NCDENR'S WSPECTOR WILL DETERMINE WHEN 1NE EROSION CONTROL DEVICES CAN BE REMOVED. - ~L
18. PERFORM FINAL CLEANUP AND TOUCHUP SEEDING AFTER TEMPORARY EROSION DEVICE REMOVAL OPERATIONS, - COMPACTED ATIONS, - ~ ~
18" MIN MEGA-LUG MEGA-LUG FOR PVC OR D.I. - - FILL IN 6" _ , i~ ~ }
FOR PVC OR D.f. TOP 12" OF L ~ ~ ~ - .,~~,u ,.,t~~
RESTRAINED JOINTS _ BE AT 100% , tl~~°~p~r>~~~ ~ U - COMPACTION. - s~ ~
3 +O.D.+3 4 CONSTRUCTION SEQUENCE - - - LOWER FILL TO
7' MIN. C „ = N C24 S ALE: 1 NO E - I l,; . DATE: _ NO LESS SEPTEMBER 16 2005
_ - THAN 95~ _ _ j
-I COMPACTION. r; -
NOTES: _ - - - I ~ SCALE:
LOWERED SECTION TO BE OF DUCTILE IRON MECHANICAL JOINT PIPE - - - - - - - ( 1 -100
WITH RESTRAINED JOINTS.
i
JN:
2 WATER MAIN UNDER STORM PIPE TYPICAL
C24 SCALE: 1" = NONE 6 TYPICAL PAVEMENT CUT DETAIL ~ 4606
C24 SCALE: 1" =NONE ^ A
j C24

1
_ . - ~I
, R 1 2" ~~~~~e ~s DINTS NOTE, CONTROL J o ~
1 -D ' ~ AT 6 -0 O.C.; ~ •r,-~ ~
" NOTE: CONTROL JOINTS 1/2" EXP. JOINT - EXPANSION O N S ~ ~ w~'T I: J 1 T AT
AT 6'-0" O.C. 18" 6" PRE-MOLDED R 1 2° ~ ; ~ . " A
EXPANSION JOINTS AT JOINT FILLER TYP. VAN ACCESSIBLE SIGN t;RADE 6" 1$" 36 -0 O.C. 1" I-2 SURFACE COURSE " ~"ew.~ ~ "
COMPLYING WITH ADA 36'-0 O.C. n CONCRETE SIDEWALK R 3" 2" TYPE_"H" GA5E COARSE ~ ~ ti
g" REQUIREMENTS (AT VAN R 1 4" R 3 / ACCESSIBLE SPAGES R 1 4,. 1 / „ I ~
ONLY). i SURFACE COURSE 6 ABC ~ Fes: 6" " BASE COURSE
SURFACE COURSE ° ~ 4" ~ BASE COURSE 6" - 1 /2 SLOPE ,
- - ~i _ ~
, , - . _ - i 2" EXP. J01N"
n / i -6 it ~ VARIES . - '2" EXP. JOINT AT 6" - _ ~ )JACENT 7 U
HANDICAP SIGN - ~ , ADJACENT ' ~ ~ WITH ADA ~ ~ ' , ~ ~ i ~ ~ ~ STRUCTURES COMPLYING ; COMPACTED EARTH ~ RUCTURES
REQUIREMENTS. STONE BASE ON ' !I I - _ ~ - COMPACTED I H ~ ' ` STONE BASE ON ~ 1 ~ , . ~ a
, - - - ~ COMPACTED , ; , . ~ , E , ~ i ; __I, COMPACTED y
FILL _ I I : ~ ~ . - I I - I ~ ~ ~ . ~ . 9 TYPICAL PAVEMENT SECTION ~ ; FILL 0
9" C25 SCALE: 1" =NONE i U '
WA K
3 CURB & GUTTER SECTION W SIDE L 8 P K
C25 SCAL : 1" =NONE E o~~ C2.> N.T.S. a _ti~
>~0 f wc~U
VAN ACCESSIBLE HANDICAP
PARKING SIGN SET BEHIND FILL HEIGHT DEPTH MATERIAL TYPE DENSITY REQUIREMENTS (%STD PROCTOR) , o ~ ~ Q ~
„ SIDEWALK. UNDER ROADBED z w z g Y w
7 -0 5 -0 3 1 2" WIDE STEEL / c~~ ~ w ~
WHEN SIGN FLANGED CHANNEL PLACEMENT SIGN POST PAINTED FILL HEIGHT 1'-4' j ; QQ ~ I UJ fY
( IS IN BEDDING fi" #5? STONE/ABC - 95% #57 STONE/ABC - 95% p ~ d ~ U ~ PNtl016 - HAUNCH 1/2 O.D. #57 STONE/ABC 95% X57 STONE/ABC 95%
WALKWAY GREEN) ® INITIAL BACKFILL MIN 6" OVER PIPE ABC/FLOW FILL - 100% SELECT NOTE 1 - 95% l
FINAL BACKFILL VAR. ABC FLOW FILL - 100% SELECT NOTE 1 - 95% : rn / ~ o0 f o ~r
8' SIDEWALK SIDEWALK r FILL HEIGHT>4 -12 w cv
GRASS AREA BEDDING 6" #57 STONE - 95% #S7 STONE - 95% o
HAUNCH 1/2 O.D. X57 STONE - 95% X57 STONE - 95% ~ ] z N I°- ~ Q
4 d. . n INITIAL BACKFILL MIN 6 OVER PIPE CLASS IV-A (OPT. MOIST. t 396) OR BETTER SELECT (NOTE 1 } - 90% E ~ , d CLA55 IV-A-95% GLASS III-95% w o
PROPOSED WALK d . , d . D L ~ ~ FINAL BACKFILL VAR. SAME AS INITIAL BACKFILL SELECT (NOTE 1)-AS APPROVED d ~ > Q ~
E p BY THE ENGINEER c ~ U c~ _ z ~ a m
y C FILL HEIGHT>12 -24 ~ o d rY x ~
D'..... BEDDING 6 X57 STONE - 95% #57 STONE - 95% ~ U z ~ Q
FINISH GRADE o . ~ ~ ~ _ . : • ~ ~ NJAX1t~tUl HAUNCH 1 2 O.D. 57 STONE - 95% X57 STONE - 95% s ~ z ~ ~ ~AXIt~It.~M ~ PE iN / " ~ _ I ~ . >
~ .:...AN.Y D!R ~ ~ ~ ~ . 4_ . INITIAL BACKFILL MIN fi DYER PIPE 57 STONE - 95% X57 STONf 95% N Q 0 0 # U ~o~ ....>~N.Y. DIRECTION . 23~; . FINAL BACKFILL VAR. AS APPROVED BY THE ENGINEER / 9S% AS APPROVED BY THE ENGINEER f v z ~ y
NOTES, ~ • . . 1. HANDICAP SPACES SHALL BE IDENTIFIED % AS REQUIRED BY THE ENGINEER ~ ' u (Y O o c Z> w~,o
BY ABOVE GRADE SIGNS AS RESERVED FOR 1 , zz~Y
PHYSICALLY HANDICAPPED PERSONS. PROVIDE TOP OF GROUND SURFACE 4R n_ - w ~ U~
ONE 1 R-7-8 SIGN AT EACH HANDICAP BOTTOM OF ROADWAY BASF COURSE V ~ o wc~ a ~ rn~~'~
PARKING SPACE INDICATED ON SITE PLAN. Y Q i~.
SIGN SHALL BE ALUMINUM (PAINTED WHITE) 4 HANDICAP ACCESS WITH LOWERED SIDEWALK WITH GREEN LETTERS AND INTERNATIONAL ~i~i~
WHEELCHAIR SYMBOL (ADA SPEC 4.30). SIGN C25 SCAT F.: 1" =NONE ~ NOTES: LL J C;
SHALL BE PLACED ON A STEEL FLANGE ~ 1. REFER TO ASTM D 2321.
DIAMETER PAINTED GREEN SET IN 12" OF Y 2. MINIMUM TRENCH WIDTH U T E LESS THAN
CONCRETE. TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO ADA REQUIREMENTS. 6"x6" POSTS (TYP} Q SHALL NO B m THE GREATER OF EITHER ~
1"x6" SLATS (TYP) ~ THE PIPE OUTSIDE DIAMETER 3 ~ » ~ N N
2"x6" RAILS (TYP) W=24~ Q PLUS 16 OR THE PIPE ~ N ? OUTSIDE DIAMETER TIMES I"'`~' ~ ~ 9 6i
1 HANDICAP PARKING SIGN OPTIONAL ~ r ,5 ~ cn co
C25 SCALE: 1" =NONE SUBDITCHES t.25 PLUS 12 . ° mo m ~ ~ ~ v'~'4;ly. Q W d ~ 0~¢~y
D=12' i ~ Q ~'J
a, o „ ~ N ~ 6 MIN
D=VARIES INITIAL ' a~ ~
18'-0" 18'-0" 18'-O" BACKEILL r; w' o x ~ o
MAX. MAX. MAX. I SPRINGLINE PIPE ~ N ~
EQ. EQ. EQ. 6' EMBED o
SPACES SPACES SPACES 1 2 O.D. ~ HAUNCHlNG 57 STONE ~ ~
~ d- O L ~
E G G E G G E G G E G X57 STONE -~i r~ > ~ o BEDDING 6 MIN. ~ ~
W ~ ~ ~ ~ ~ ~ ~ SEE SLAB DETAIL U ~
3' ~ ~ ~ U -MIN. TRENCH WIDTH - Q d-
FOR "W" = 6'-0" OR LESS ~ ~ ~ SEE NOTE 2
18'-0" 18'-0" ~ 18'-0" P U ~ O ~ ~ 0 ~ ~r
E=EXPANSION JOINT 5 DUMPSTER ENCLOSURE 10 STANDARD DETAIL FCR SDR-26 PVC BEDDING ~ v~ ~ ~ ~
G=GROVE JOINT MAX. MAX. MAX. - C25 SCALE: 1" NONE EQ. EQ. EQ. n r..: C25 SCALE: 1 =NONE
SPACES SPACES SPACES d i~~~~,~ ~
J
E E E ° d . E G G G G G G G a ° 1 d 0
W/2 RE E n RTE a ~
G G G W . Ed" O CONC E ' n`, a o-a ' ~ k ,
W/2 E G G E G G E G G E G " z
~ I ~ ~ ~ ~ 6" ABC COMPACTED I eY
~ STONE 0 6' 4' 6' ~
FOR "W" MORE THAN 6'-0" COMPACTED SUBBASE a
NOTES: EXCEPT WHERE SHOWN IN THE PLAN, ALL NEW
CONCRETE WALKS SHALL HAVE JOINTS SPACED AS NOTES: i < }
SHOWN IN THESE DETAILS. 1. CONCRETE SHALL BE 4000 PSI CONCRETE WITH A MAXIMUM SLUMP OF 1-1/2 INCHES. iES. Z 6'
AN EXPANSION JOINT SHALL BE USED TO SEPARATE THE NEW CONCRETE WALK FROM OTHER NEW OR 2. COMPACTED SUBBASE SHALL BE CERTIFIED BY GEOTECHNICAL ENGINEER PRIOR TOP CURB ~
EXISTING CONCRETE CONSTRUCTION. TO PLACING STONE BASE AS ACCEPTABLE. - - Q - - ~ i - - AREA SHALL ~~~:-''I ~ s,.,.,
JOINT PATTERN _ 12 MIN. BE HAND ~~R ~ ~~:j O
3. CONTROL JOINTS SHALL BE PLACED AS NEEDED TO MAINTAIN MAXIMUM 15 FOOT n PRE FORMED SPACING IN EACH DIRECTION OR AS NOTED ON PLANS. - PACKED OR ' `'`i ~
1 /4 f 3/8" EXPANSION 1" PLAN ' , ~ ~ MECHANICALLY
JO1NT 4. THICKENED PAVEMENT SHALL BE USED AT EDGES ADJACENT TO PAVEMENT. RIAL - S -6 2 1 ~ lL ~ TAMPED. 6' 6' TOP CURB ~ J - ~
5. 6" X 6" W2.9 X 2.9 WELDED WIRE FABRIC SHALL BE PLACED AT MID-DEPTH OF 4n 4n
1 8"+ R. 1 8"+ R. _ PAVEMENT. / /
_ u~~,t',i' c+~ ; ` ~'r ~
GROOVE JOINT EXPANSION JOINT 6 CONCRETE PAVEMENT DETAIL. - Cj - GUTTER ~ , Z
JOINT DETAILS C25 SCALE: 1" =NONE ~ C7 ~ ~ Bc $ OR FRONT ELEVA ON ~E~CTI N(~THROUGH R ~ • f'~<>:` o ~ o ( l) ~
_ 4 MIN. I,;','- i a-
- - RAMP DETAIL I _ 12 CURD
4" 6" A - - - - SCALE: 1" =NONE ~
ASPHALT - NOTE: CONTROL JOINTS I- - - - - - C25 - -II(-I--- _
PAVEMENT ~ 8" TURN DOWN AS AT 6'-0" O.C.• , LL
REQUIRED TO KEEP EXPANS!ON JOINTS AT NO. 57 r ~ i ~ 0 STONE { ~ }
4" " NOTE: "A" 3" MIN. R 1 2" n 36,--0" O.C. 3 GRADE 6 I~~
ALL CONCRETE TO BE 18" T IL " I
4000 PSI MIN, R 3" R 1/8" 1 AT ASPHALT PAVEMENT AT GRADE 11 HDPE AND PVC STORM PIPE BACKFILL DE A c~ 6 PVC SANITARY -_~~-'r ALL CONNECTION IN
; ; - ~ SURFACE COURSE C2 ~ " C25 SEWER CONNECTION ' ~ TOP 1 /3 OF PIPE I ~
I BASE COURSE 6 I';;";I DATE:
EDGE DETAILS SEPTEMBER 16, 2005 EXISTING 54" FRP
i ~ - _ - ~ - OUTFACE 6 PVC CONNECTION `
2 SIDEWALK DETAIL ~ ~ ~ = ~ R 3 VARIES 6 _ _ ~ ~ . . MADE 1MTH INSERTA TEE NO CONNECTIONS IN ~ ~ SCALE:
C25 SCALE: 1" =NONE ' ' ~ ~ t AT 90' FOR 54" FRP OR BOTTOM 2 3 OFF PIPE 1"=100' /
enpanirGn ~ni iei
~ nt i nv r i.,,v t_utvt ~a_.
COMPACTED JN:
FILL 4606
7 CURB & GUTTER SECTION W OUT SIDEWALK IOTA CONNECTION 13 INSE
C25 SCALE: 1" = NONE C25 SCALE: 1" = NONE i
C25

I 1
3y'a.699~'~d~p

. s" s" ~ ~ t~W . i^ ~
1 4"x2" BAR STOGK ~ 3" OC / a ~F..' g °w n ~ 6
3" TYP. 3", T P. r,'+
EA. END 1 /2" ~ HOLE, TYP. ~ ~ ~
FULLY WELD ~ HOLE FULLY WELD ~ FOR ANCHOR SIGN NOTES: ADA LOADING ZONE NOTES: ~ ~ e°
1. MINIMUM DIMENSIONS SHOWN.. P ` a~ - 1. SIGN INTERNATIONAL SYMBOL 2, HATCHING OF LOADING AREA ~ ~ ~ ~e`~
1 4"x4"x2'-4" / PLATE ~ ! ~ " ~ 2 BORDER DIMENSION SHALL BE A t ~~~~aPGi~g~btl19~ SHOWN FOR SIZE CLARITY ONL,. ~ ~
I MINIMUM OF 6 . ~ ; ~ • 1;
j ~ ~ " AR STOCK ~ I , t/4 x4 B 2. SIGN SHALL COMPLY WITH 3. CURB CUT RAM!'S TO BE ~ I X' ~ UTILIZED AT ENDS IF NECESSARY.
t ~ I Z WALL SIDE 6" MIN. 18.1.4 AND 18.2.2 ! ' ` 3. SIGN STANDARD COLORS: 4. MAINTAIN ~ PER FOOT I , >u~
Z i ' ~ 9.5" " I i MAXIMUM SLOPE AT AND LEAVING I ~ U ' INTL. SYMBOL -BLUE FIELD W{TH
1/4 x2 i ~ ' BAR STOCK LOADING ZONE AREA. ! ~ ~ WHITE FIGURE h
i FULLY WELD, TYP. ND -WHITE BACKGROU ORDER -GREEN LETTERS & B 20 MIN. ~ ~ _
ARROW -GREEN ~ ~ ;1 a
FULLY WELD 7 i , U
Z"
7 -0 MIN. ~ SC ~ i i f ; "'1 ~ w / DA ~ ~ i p Z SIGN ~ z ~
" '-O" PLATE 1/4 x4 x3 0 0 0 J 5 MIN. I 0 ~ r ,AD~~4ADtf~s;,XO~f~ _ o ~
_ I ,1
w~U 3 1~2 WIDE STEEL ~ ,
FRONT IEW r `„L i FLANGED CHANNEL ~ l~ ~~rfi
Z Z SIGN POST (PAINTED pQ ~ S( ~ .
WALL SIDEZ FLOOR SIDE Z Sao F~' I ~4~dp~ 'i ~ GREEN} ~ ~ - / w ~ ~ Q ~ ~ i, ~ - ~ ~~T ~ Z Z ~ ~ W
SIDE VIEW FIN. GRADE 1 ~ ~ ~ tJ M , w Y ~ lir~._ qk ~ ~ ~ ~
I ~ ~ - w
i HOT DIP GALVANIZE AFTER FABRICATION „ i o~ o°~° U~ N I
' 0 STRUCTURE WITH " x " 2 0 ANCHOR T 2 -0 MIN. BURY ~ 'I
STAINLESS STEEL WEDGE ANCHORS WITH f~ ~
( ~ T WA HER ~ LOCK WASHER. i SS HEX NU , $ V ao ~ a~ T
I f ' ,I ~ ~ N ~ ~ hQ~
f t
~ ! NGER LOADING ZONE DETAIL l ~ o 3 ADA PASSE Z
t w~~ >da
C C26 SCALE: 1 NONE d
TPVIW ' ~!~-c~ E
m~ pQc
CK MA" 1 TRASH RA ;i ~ 0 ~ t~ ro N ~ o
C26 SCALE: 1» =NONE U Z~o.~
N N U ~Oa G
z ~ C11 ~ 0
acknowled a and a ree by my signature below that I am responsible for thi 0 ~ Z ~ isible for the performance Of the seven - w ( - (A U
g g WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT ~ Poin maintenance rocedures fisted above. I agree to notify the Clty of High ® ~ O ~ ~ d ~f High Pomt and DWQ of any problems with ~ ~
P I~~~~ ~Q party. ;
the s stem or riot to an changes to the sys#em or responsible party. Y P Y ,
stem is defined as the wet detention basin, pretreatment including forebays. The wet detention basin sy Print name. Scott Toth FROM RAIN LEADERS REFER VARIES TO ARCHITECTURAL ~
Title: CFO DRAWINGS FOR LOCATIONS NOTES: ~
Maintenance activities shall be performed as follows: 1. PIPE SHALL BE PVC ' ~
Address: 1315 Greensboro Road Hi h Point NC 27260 PRESSURE PIPE ~ ~ v ~
1 After eve si nificant runoff roducin rainfall event and at least monthly: HA L BE 6 INCH u m ~ N 2. CLEANOUT S L ~
ry g P g Phon ~ -2444 e. 336-886 v~~o DIPMETER PIPE WITH TREADED ~ ~ ~ ~ S•~~ N
TOP. SEE CIVIL DRAWINGS FOR a ~ u ~ ~
ntion basin s stem for sediment accumulation, erosion, trash accumulation, Si nature: a a. Inspect the wet Bete y g LOCATION OF CLEANOUTS. Q w ~ ~ p r~ d- cn p r'~
ve etated cover, and general condition. ~ 9 Date: ~.,~~•~Y p N N O I c¢-
VARIES FLOW ~ VARIES i ~ ~
fan obstructions such that drawdown of the temporary pool occurs within b. Check and clear the orifice o y ~ o O x
Note: The le all res onsible part should not be a homeowners associatic da s as desi Wed. g Y P Y 2to5 y g s association unless more than 50 /o of the ~-'NlL
Pots have been sold and a resident of the subdivision has been name been named the president. 0 0
TI N FOR RAIN LEADERS TO STORM COLLECTION PIPE ~ _ 4 WYE CONNEC 0
c. Check and clear the trash rack of any obstructions. ~ ~ a : I ~.m r?r br 5 , a Notar Public for the Sta Y r~~,;, tj, c ff~~-,, ~ ;for the State of , , , I,~ n _ ~ C26 SCALE: 1 -NONE ~ ~
r~~• ~ ~ P ~ ~ >
diatel re-seed as necessa to maintain ood vegetative cover, mow ~ ,r~ certif that Cc~~ ~ R air eroded areas Imme ry 9 Count of c i d do hereb 2. ep Y y Y Y ~ ~ U
s and remove trash as needed. ve etative cover to maintain a maximum height of six inche , x-11 , g fore me this ~ da of d ~v ~n ~ ~~e, - personally appeared be y , _ ~ U ~ .~vL'~..)~, and acknowledge the due ~ ~ ~
i''`'I - o ~ u~ n ~ I
'n swales ri ra etc. uarterl to r ire~~ it he collection s stem i.e. catch basins, pips g, p p, ) q Y execution of the for oin wet wetland detentlon basin maintenance equ 3. Ins ect and re a t y ( g g [ ~ P P nce requirements. Witness my hand a d i U o O ~
maintain proper functioning. I~ 0 ~ ~ 4 i (ntY~ ~
official seal,
diment from the wet detention basin s stem semi-annually or when depth is 5 1 : ~
4, Remove accumulated se Y 19 foot desi n de th see die ram below . Removed sediment shall be - Z 6~ ~ ~ J
reduced to 2 feet of the on ina g p ( g ) 9 8 J
r nd shall be handled in a manner that will not adversely impact ~ ~If' disposed of in an appropriate manne a CY DOWN SPOUT NOTE: I> ; j
lit i.e. stock ilin near a wetland extended detentlon basin or stream, etc.}. water qua y ( p g Q 1. 4 ~ C.I. DOWN SPOUT BOOT WITH ~':~I ~
ANCHOR TABS, TYP. ZURN Z-191 OR
vice used to determine the sediment elevation shall be such that it will give an accurate Jamie. Forbls The measuring de Notary Rublic, Guilford Ca, NC I .1787. _ SMITH F G i;
de th readin and not readil penetrate into accumulated sediments. M p g Y y Commission Expires 5-18-OB I 2. ANCHOR TO WALL WITH S.S. HARDWARE ~ i,
~ 3. PRIME AND PAINT BOOTS TO MATCH DOWN SPOUTS. ; N Q
r Went ool de th reads 8.00 feet in the main ond, the sediment shall be removed. When the pe ma p p P HECTOR WITH STAINLESS STEEL 4. USE A RUBBER CON Z
STRAPS TO CONNECT BOTTOM OF BOOT AND PVC PIPE TO TORM WATER PIPE. } S ~C,
:,1 t'
e ermanent ool de th reads 2.00 feet in the forebay, the sediment shall be removed. When th p p p SEAL ~ ~ ~ ' Z
M x Tres Jr
DETENTION BASIN DIAGRAM y commission e p ,it't~, i'''~~'` ° l ~ U i~ j '9 f~~~~~ F
(fill in the blanks) A-I o aF , , ~
Permanent Pool Elevation 784.00 ~~K d1:, ~.b".~ ~ Q 5 CAST IRON DOWN SPOUT BOOT TYPE. ~ ~
„ i';;, ~ C26 SCALE: 1 =NONE ~ -
; ~
Sediment Re oval El. 782 ':,i C~ i
- Sediment Removal Elevation 775.50 1 I TWO WAY CLEAN OUT SPACE ' ' Z
Bottom Elevati 775 ~ -
`1 ~
PR CAST CONC. ~ Q- E 3' TYP. WHEEL STOP
FOREBAY MAIN POND
S~
EDGE OF WALK, EL
5. If the basin must be drained for an emer enc or to erform maintenance, the #lushing of sediment 9 Y P BUILDING, ETG. 3 TYP. i ; INSERT TEE ~ ~ . . G" <
throu h the emer enc drain shall be minimized to the maximum extent practical. 9 9 Y CONNECTION ~
6» PVC > PVC aN~ -
wet detention basin s stem shall be maintained in ood working order. 6. All components of the y g . U ~ '
N i 90' ~ MIN. 2 EA.
ther structures that rovide diffuse flow shall be maintained every six months. All 7. Level spreaders or o p ANCHOR ROD #5 REBAR ANCHORS ~ DATE:
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be , ~ W MIN. 24" BURY I SEPTEMBER 16, 20Q5 / 3 1 1 /4 BLIND HOLES 6 1 /4
m intained across the entire flows readin structure. An down gradient erosion must be repaired andlor a P g Y FROM EACH END
8' SCALE:
replanted as necessary. ~ 1"=100'
;
~ Turn uu TIAlr1 IAlev ri Geti nl IT r_ 7VOIhA1 f~11DD cTf1D .
U 1 1 f 11d11L VVi\t~ 1 VI I ITW nn 1 v~~ nip vv "00, JN: X27 SCALE: 1 NONE 466
SCALE: 1" = NONE "
2 OPERATION AND MAINTENANCE AGREEMENT c2~ SCALE: '1
CZ6 SCALE: 1" =NONE P;
`26

I
~a~~~~~~"~~r
NOTES: 6ac
„ ~ a PROVIDE POLYPROPYLENE 3/4 DIA ALUMINUM BARS ~ ~ ~ ' 2. ~ ,
OT WIDE BENCH AROUND 1. PRE CAST CONCRETE .MANHOLES 2. PROVIDE P 10 FO SHALL. MEET OR EXCEED THE COATED S1 M.H. STEPS - TOP COVERED WITH SPACED EVERY 10° ~ ~ COATED STEEL
NORMAL POOL ELEVATION FOLLOWING SPECIFICATIONS: ALTERNATE A TERNATE AT 12" VERT. TRASH RACK "B°. ~ ° L SPACING. ~ ti
MANHOLE: ASTM C-47$-LATEST AND AASHTO M199 SPACING. 5' DIAMETER PRE CAST WALL STEEL: ASTM A-185 3. SEAL PRE AST SECTION 3/4" DIA. ALUMINUM BAR . ~ 3. SEAT. PRE C 4' "DIA. ~ ~ w~
CONCRETE MANHOLE AND - BASE STEEL: ASTM A-615 JOINTS WI' JOINTS WITH BUTYL RUBBER ROLLED TO 0
A 6.49' X 2' BASE. GASKET: ASTM C-361 SEALANT. 4" IA. ALUMWUM BAR E ~ SEALANT. 3/ D ~ tt. efi~ a
EMERGEN( ROLLED TO 6 0 DIA. ~ ~ari~a3a~~ EMERGENCY SPILLWAY (I< ~ ~
STEPS SHALL BE COPOLYMER 789.95 ~ U INUM I; 0 (3) 3/4 DIA AL M
POLYPROPYLENE PLASTIC OVER - 1 ; BAR ROLLED TO 7 6 DIA. ;
Q STEEL RODS SPACED 1 FOOT ON ~ ~ f::>; U ~
INLET PIPE(S) ~ CENTER MAXIMUM. ~ 4 STI STANDARD 5 DIAMETER ",~="I ~ r i Z
OF ~ PRI 47 VALVE HAND WHEEL PRE CAST MANHOLE RISER 7 6 X 2 O ALUMINUM ~ ~ ~ 2 , w
5- 5.33' ANTI-VORTEX PLATES ~ ' ' s d a~ 5- 9.5" ORIFICES SPACED z = ~
~ w A~ 0 AT 3.19 FEET FROM ~ 0 U U
ca ° Cf '~r Z ~ ~ a CENTER TO CENTER OF ; ~ ' U U o a
0 Q 01 ~ ~ ~ ORIFICE EACH COVERED . ~ ~ ~ ~ w 1 , ~w~wS ~
r~ w ~ to WI rn w ~ a0 p WI a a WITH TRASH RACK A I ~ ~ z
~ ~ r ~ ° T7 7.00. a~,w,~~ WITH INVERT A 8 1 ~ _c~~ow ~ ~ ~~~rh-
~ r ~ s Q ~ ~ ~ O P STANDARD 5 DIAMETER ~ wcoU~-
© ti ' MANHOLE RISER I ~ a, f , I
BAY ~ O a, a. o STAINLESS STEEL SUPPORTS TYP. ; ONE QUADRANT MADE
~ ( ) ~v w ~ ° Q. e TO BE REMOVED FOR ~ p U ~ p U
5 0~ ~ 1- 3" ORIFICES COVERED I z Z~ w W „ „ 5.33 ACCESS TO EFFLUENT w
- ~ H 9s o ~ ° WITH TRASH RACK A WITH ~ 5TRUCTURE. OPENING t7 , ~ ~
~ Ir INVERT AT 784.00 SHALL BE CENTERED ~ ~ Q z w ~ PS. ~ ~:~'~,1 w ~ ~ m s OVER STE , p ~ p ~ U ~
~ VALVE STEM o ~a I
2'
~ ° i ~ ~ C~ 1
5 o a I a r.. STANDARD 5 DIAMETER LL N
F d i w O PRE CAST MANHOLE BASE ~ i Q
„ „ 9~ ~ 6" DIP MECHANICAL JOINT GATE `a 42 i 1' ~ ~zN ,a u~ o
1 IP-RAP PLACED ON ~ 10 WEIR OPENING IN NCDOT CLASS R VALVE WITH STEM AND WHEEL. , R BA REL E -U u~ z w - co
0 FILTER FABRIC. 24.5 FEET WIDE FROM ALUMINUM BAFFLE VALVE STEM SHALL BE SUPPORTED T f OUTLE u. 4.0 1 Q >d~
PIPES TO BOTTOM OF POND WITH A TO EFFLUENT STRUCTURE WITH a a a BOLT STAINLESS - I ~ U STEEL BRACKETS ON ~ J ~ ~ E
d50 OF 0.8 FEET, A dMAX OF 1.2 FEET STAINLESS STEEL SUPPORTS A o AND A MINIMUM THICKNESS OF 1.8 FEET. MINIMUM OF EVER 1.5 FEET. N ~ ANTI-JORTEX PLATE o Q ~ X U
SUPPORTS SHALL BE ANCHORED TO o 775.29 TO TIGHTEN AGAINST o m U ~ ~ d
WALL WITH STAINLESS STEEL I CONCRETE RISER 4 ''y,~ ~ ~ ~ - 0 ~ ~ f° „ ~ > F-
ANCHORS AND HARDWARE. 0 42" BARRi o N. aa~ 42 REQUIRED) U Q ~ o ~ BARREL ~ ~ ~ Z N y
- OUTLE o I'` i o O p c OUTLET i';;.,; ~ ~ w ~ ~ o
793 TOP OF DAM EMBANKMENT ~ ~ Z ~ x° ~ ~ ~ z ~ I.: _ -w
~Ik=1 6" DIP DRAIN. USE A MECHANICAL ; i ~ ~ W ~ ooQ
X11= VIII I (I JOINT -FLANGE -PLAIN END DIP Y a ~ c~
=~~~1 - 789.95 TOP CAST INTO STRUCTURE WITH =11 II II A JOINT ON INSIDE OF
(1=-11 100 YEAR EVENT ELEVATION 791.10 ~ OF RISER /EMERGENCY SPILLWAY MECHANIC L -BLOCKING FOR GATE VAL 'OR GATE VALVE. ,
=111= - - -11- STRUCTURE TO BE FITTEO WITH A FLOODWATER I~-_ - ~1 III _ i 6" GATE VALVE. DRAIN PIPE AND STET ~;,°;':`,~i 'IPE AND STEM SHALL BE PLACED ' I; I
III=1I 10-YR EVENT 789.94 STORAGE ZONE I _I - V ORIFICE OUTLETS. STEM SHALL a
-11 III: - I BETWEEN ORIFICE OU'. Ir-II Ilk = =III 5' DIAMETER PRE CAST NOT BLOCK ORIFICE i ~CK ORIFICE OUTLETS.
=11 ~i 3' 1 1 = ~ ~ CONCRETE MANHOLE AND ~-=11 PEAK FLOW -Ilk - ~
~ A 6.42 FOOT DIAMETER X III REDUCTION ZONE - ' ~ t ~ ~ o'~rnN ~ N
= II=11 - II=I 2 FOOT BASE. 6" DIP DRAIN. USE I _T~ - DRAIN. USE A MECHANICAL JOINT JGE -PLAIN END DIP CAST INTO " ~'c
=11 787.00 INV -FLANGE - PAIN 787 INVERT = :1 III= ~ ~=11 R WITH ME 6.49 FOOT r ~ ~ `w ~ ~ PURE WITH MECHANICAL JOINT ON
- I CH HOLES EVENLY SPACED 3 -11 - ~1~ STRUCTU E 5 9.5 N _II - - -11= - - =11 INSIDE OF STRUCTUR II 11 WATER QUALITY " OF STRUCTURE TO BE FITTED WITH DIAMETER BASE Q w a c o ~ ~
-1 ~ I ~ " ~ A 6" GATE VALVE W .ATE VALVE WITH INVERT AT °E~° ~ ~ ~ NOU
NORMAL POOL HII STORAGE ZONE 1=11 - II 776.00. N 784.00 - II 785 INV. I , , I „ ~ N ~ v-
ELEVATIO ~ III- _ -II 2 EFFLUENT S r TRASH RACK B ~n .3 ~ "LUENT STRUCTURE
784 INVERT -1 - 784 INV. I~il~ =11 C27 SCALE: 1 = NO C27 SCALE: 1" =NONE o x LE: 1 =NONE ~ ~ o
1-3 INCH HOLE _ It - =III= N L~
~I~i = : :1 PERMANENT POOL ELEVATION =11 11- - ~ 3 w:, ~ 0 ~ (n
I -I I s I ~I I I _ - 782.50 TOP OF = 'w~ ;!i
i= = =11 SEDIMENT STORAGE (9660 SQ FT) -II - _ O cp
111 3:1 I - I_~i ,I ~ ~ c~
-11 - _ _ ALUMINUM ill I , ~ i U Ul ~ ~ ¢ U
71~ = - I STRUCTURAL 3:1 _ I _ . 1 I `I - _ , o
PLATE BAFFLE i 111_ - - I I~ - ~ - 1 - - . ~ ~ ~n ~ I -1 I_ 0 0 3
~I ~ = ! BMP DESIGN DATA ~~1 llr- I I I1-_I ~ _II _ _ o ~ I = I I-111_ ~ ~ ~ ~
711 III - ~ " 1 ITEM REQUIRED PROVIDED ~I -111....-1
~I I 1=11 - I I~ ~I I~ - - I PERMANENT POOL SURFACE AREA 9,116 9,560 ~ I~ 111_111= ,
" " ~ 1= 1f= - ~ ~ - TEMPORARY POOL VOLUME 41,076 42,193 DONUT INLET PROTECTION CLASS B 1=11 ~I ~I- „ =11 IHII-1 Q 46 MAXIMUM LENGTH 1/4 II=11 ==11~-111= j; I Z
RIP-RAP 1' HIGH, 1 WIDE AT TOP WITH : 1- fl -II SEDIMENT STORAGE FOREBAY 9,660 10,116 ALUMINUM STRUCTURAL PLATE 10 WIDE WEIR OPENING -III--==I_II--~. ~ i - -111 I-111-1 ~ 1_ I 1 ~
3:1 SIDE SLOPES. - 1~ DRAINAGE AREA - - 21.29 21.29 BAFFLE PLATE ~ I~~I,~_I ~
' I ~I I I =1I 115.4p' _II~ R OF 42" IMPERVIOUS AREA - - 11.40 1111 III-III-111 ~ 11.40 - ILI~11~I 1~``._•I Q 11111
BOTTOM OF POND ELEVATION 775.00 - _ CP ® 1 _ ~3q RMANENT, POOL DEPTH 9 9 - PE I(-11x1 Ill-1~r I~ U
T f=1 II~II~ I~ _ TEMPORARY POOL DRAW DOWN TIME 24-48 HR +24 HR =1111 IIHII-~~I I;:: _k11=11 787.ao INV I-III-III-1f1- I _
I I I -I I I I I I-I - r== 10-YR ELEVATION 789.94 - ~ 000 000 000 000 ° 000 DOP 000 000
6 INCH DRAIN PIPE INV. ®776.00 - - 100-YR ELEVATION 791.10 ooa oDO 000 000 0 DoD DoD 000 00o O 791.10 ~ I Li. n l ~I I_F
ANTI-SEEPAGE - INV. OUT: 773.00 10-FLOW 27 27 ~ _II- oDD 000 DaD 000 0 000 000 000 000 .III=III=I - ~ Z oDO o00 000 000 0 000 ooD oDO 000
COLLAR(S) - 100-YR FLOW - $5.20 -Il~il 00 000 000 h1 ~I D 0 0 0 }-111--- DDD 000 DDD DDD D I_ _ 785.00 INV. oDO ooa oao ooD 0 oao 000 000 000
Do 0DO Doo 000 0 000 0oD oDO 000 000 ~ i I;`%~ =III= o00 0 000 000 000 000 ova III-Il~ll
42" RCP ill o0o aDD 000 0 oao DoO 000 000 oD 1111~11~
CORE MATERIAL SHALL BE CLAY (CL) =11- o00 oDD ooD o 000 00°000 000 oD 111=111 ''i, 1 nwrA DDD DDD DDD D D00 OOD ODO DOD 0 (~II~-fir o
OR APPROVED EQUAL BY THE n n n 111-III- ALUMINUM ANGLE, MIN 2X2 X1/4 I~~ I1 000 000 000 0 00° ooD 0oD o00 0 - ' ~ U
OWNER'S GEOTECHNICAL COMPANY I I- I- ~ , ~ H ALUMINUM BAFFLE TO =I1 '~I DD DDD DDD D DDD DDD DDD DDD _ - +~~4 ATTAC i~ I I I I(-III ~ t r ~ Q 00 D00 ODO 0 000 000 000 D00 = O f ~
ANGLES WITH 1/2 DIA STAINLESS =I1~11 DD DDD D°° D DDD DDD DDD DDD 1" l1IG- Q;
STEEL BOLTS, MIN. 12" O.C. -III-II ° o°° oDO D Doo Don Doo Da0 II_IIII=-111-~ ~tj(j4~ III) 0 000 000 D 000 000 D00 000 -I I~-III-III
-11~11~-11 oD oo0 0 000 oDO °o0 00 11~-111-III- ~7 ~f D00 000 0 000 0DO b00 loo I I III_~ 1~~1P~^i~~ i ...1
' _ 00 0 000 DDO ooa 0 ~ ~y~,l,.~ ~~pRRR?t_~ .I -I I DDD 0 . I I .1111. V~~~~_ ~ r ag9Nd(~ DDD DDD D DDD DDD DDD 0
GENERAL NOTES: „ ~I~I~ III-1Il ~ ~,y~,os ..I ~ BAFFLE SHALL BE PERFORATED WITH 1 - ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° I a. h111__1 `~f :I n if=111-II 000 D00 0 000 000 000
1. ALL TOPSOIL SHALL BE REMOVED TO A MINIMUM OF FIVE FEET OUTSIDE EMBANKMENT LIMITS. DIA HOLES ON 9.5 CENTERED =11111 DDD DDD D DDD DDD DDD 111=~~
2. UPON COMPLETION OF STRIPPING OPERATIONS, THE SUBGRADE SHALL BE EXAMINED BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF STABLE MATERIALS ARE. - - 111111= I I ~ ~ TICALLY AND 9A CENTERED -III II DDD DDD ° DDD DDD DDD _ Z VER _
PRESENT WITHIN THE FOUNDATION LIMITS. DO 000 o OOD 000' 000 ~ IC~31 I ;I HORIZONTALLY. ~1I ~ DD DDD D 0~0 DDD DD -III-111= ~'r'1
3. CUT-OFF TRENCH SHALL BE EXCAVATED ALONG THE CENTERLINE OF DAM AFTER FOUNDATION PREPARATION HAS BEEN COMPLETED. `II~ OOD 0 000 000 00 1r-C~I-,.i -11 0 000 D 000 000 OD III_II
4. THE CUT-OFF TRENCH SHALL BE EXCAVATED A MINIMUM OF 4' INTO THE FOUNDATION SOIL AND EXTEND ALONG THE DAM CENTERLINE TO THE TOP OF THE DAM EMBANKMENT. 0 000 0 000 000 0 I--III= '
5. CUT--OFF TRENCH SIDE SLOPES SHALL BE EXCAVATED AT 2(H):1{V) OR FLATTER. -11- 0 D00 0 000 000 o I III-) I,.?..,. ,.I ~I~ o00 ° ooa o00 1_ . ~~I I` ~
6. CUT-OFF TRENCH BOTTOM WIDTH SHALL BE WIDE ENOUGH TO ALLOW FOR A SHEEPSFOOT ROLLER TO PROPERLY COMPACT THE CORE FILL OR A MINIMUM OF 8 III oao ° o00 000 1 ~-11~ I
FEET WIDE. BOTTOM OF POND ELEVATION 775.00 .I I ~ I i ~ l l~l ~ 111- ll ~ II ~ I' .111-IlF "
7. CUT-OFF TRENCH SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF SUITABLE BEARING MATERIAL IS PRESENT ON THE SIDE SLOPES AND I I ~111~ 0 ~11 X11 _ ,
BOTTOM OF THE TRENCH. -111. i1 III 11 I ~I-I ~ I I I I I I If l k
8. EMBANKMENT AND AROUND THE CONDUIT BACKFIIL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DESIGNATED BY THE
STANDARD PROCTOR COMPACTION TESTS (ASTM D-698). „ ' 11 -II -111-11 - =111:
9. FILL SHALL BE PLACED IN 6-8 INCH LOOSE LIFTS AND COMPACTED WITH A SHEEPSFOOT ROLLER OR SIMILAR EQUIPMENT TO THE REQUIRED DENSITY. T FILL SHALL BE TESTED AT LEAST ONCE PER 5,000 SOUARE FEET PER ONE FOOT OF DEPTH OF COMPACTED FILL AND ONCE PER 25 LINEAR FEET 10. THE EMBANKMEN 9 IMDE BY 5 DEEP CONCRETE =11 ~~I~I~II~II~IIF-III-= ! FOOTING TYP FOR ALL ANGLES. ~-III-II ~IIIIIF=-II I-III-11 1 DATE: _ J.
FOR FILL ADJACENT TO CONDUITS. =11~.11111~I I ~T~I1~1~ ~ SEPTEMBER 16, 2005
11. CONDUITS WHICH PENETRATE THE EMBANKMENT SHALL BE PROPERLY INSTALLED TO PREVENT THE MIGRATION OF SOIL DUE TO SEEPAGE ALONG THE CONDUIT PATH -1I=11111 1i1111111~ "r`=-~ I ~ ~I I111~1111
OR INTO THE PIPE JOINTS. ~IhIl~ Illf^Illlfk ~
12. THE CONDUIT TRENCH SHALL BE EXCAVATED TO A DEPTH OF 6 INCHES BELOW THE PIPE INVERT TO ALLOW COVERAGE BY BEDDING CONCRETE. THE CONDUIT SHALL _ _ _ ~ ~ SCALE: IIIIIIt~1111~11= ~~-I I C I1 ITI I I-111=-I I r ~ ! ,
MPORARILY SUPPORTED BY SOLID CONCRETE BLOCK AND 2,000 psi CONCRETE SHALL BE POURED HALFWAY UP THE CONDUIT. CONCRETE ANTI-SEEPAGE COLLARS BE TE _T~ILII~Ii AIL- { 1 -100
SHALL BE POURED MONOLITHICALLY WITH BEDDING.
JN:
4606
rT~ PLAN PROFILE WET POND 4 ALUMINUM FOREBAY & BAFFLE DETAIL
CZ7 SCALE: 1" =NONE CZ7 SCALE: 1" =NONE '
C27 J
I Nfl

g
i
NOTES: 10' WIDE ACCESS DRIVE j
1. PRE CAST CONCRETE MANHOLES 2. PROVIDE POLYPROPY'. SHALL MEET OR EXCEED THE COATED STEEL M.H. E POLYPROPYLENE ' r - ~~~Rg84~C~~Rydh ~ STEEL M.H. STEPS I - ~e~ x,~
FOLLOWING SPECIFICATIONS: ALTERNATE AT 12" ' IATE AT 12 VERT. I ~
MANHOLE: ASTM C-478-LATEST AND AASHTO M199 SPACING. G ~ ~ • TOP COVERED WITH
A WALL STEEL: ASTM A-185 • ASTM A-615 3. SEAL PRE CAST SEC BASE STEEL. JOINTS WITH BUTYL 'RE CAST SECTION TRASH RACK "B". „ ~ ~ ,a
GASKET: ASTM C-361 SEALANT. WITH BUTYL RUBBER 3/4 DIA ALUMINUM BARS ~ ~ SPACED EVERY 10' ~ m ~ IT.
- 7~-. g
3~4 DIA. ALUMINUM BAR ~ ;des
5 FOOT DIAMETER PRE CAST ; ~ ~ , ROLLED TO 4 0 DIA. L ~ t4~, ~ENCY SPILLWAY
CONCRETE MANHOLE AND A = EMERGENCY SPILLW~ --''~J~~ 7~0 3j4" DIA. ALUMINUM BAR ~ ~ '~~;`~;~~„R=~;~ 792.19 0~
6.42 FOOT DIAMETER X 1 _ STEPS SHALL BE COPOLYMER POLYPROPYLENE PLASTIC OVER FOOT BOTTOM. ~ _ ROLLED TO 6'O" DIA. E , '';I
785 STEEL RODS SPACED 1 FOOT ON (3) 3~4" DIA. ALUMINUM 0 ui
CENTER MAXIMUM. , _ STANDARD 5 DID ~NDARD 5' DIAMETER PRE BAR ROLLED TO 7'6" DIA. ~ z
VALVE HAND WHEEL CAST MANHOLE E ~T MANHOLE RISER ~ ; W
5- 5.0" ORIFII n: a: ~ 4.0' i- 5.0 ORIFICES SPACED AT , „ , „ ~ ~ z ~
3.19 FEET FRC 3.19 FEET FROM CENTER TO 7 6 X 2 0 ALUMINUM / 2' I1 a ~ 0 f .U
785 CENTER OF OF ,ENTER OF ORIFICE EACH ANTI-VORTEX PLATES j ~ ~ ~ o
VALVE STEM ° COVERED WITH A ~ „ ~OVERED WITH TRASH RACK ~ ~ ~ ~ w i ~wf- WI
A WITH INVE 'A" WITH INVERT AT 790.77. i a z rL cn
FOREBAY o i 0 g Qw i N~ ~ 1' r ~ ~
STANDARD I >~0 ~d STANDARD 5' DIAMETER ~ w v r ~
( ~ ~ ~ , PRE CAST MANHOLE BASE
CONC. WALL o PRE CAST M I 1
`~h STAINLESS STEEL SUPPORTS (TYP.) ° 9 1 „ i i ~0 ~ pt7
~ 1- 2.25" ORIFIC ~ o ° 2.25 ORIFICES 4 I w o w zw z w )VERED WITH TRASH BARREL 4.0 ONE QUADRANT MADE i 0 , ~ ~
9 6" DIP MECHANICAL JOINT GATE COVERED WITH ~CK "A" WITH INVERT 0 TO BE REMOVED FOR - ~
VALVE WITH STEM AND WHEEL. RACK "A" WITH VALVE STEM SHALL BE SUPPORTED AT 787.00. . OU TLE ~ ~ ~ ~ z ~ ~ 787.00. ACCESS TO EFFLUENT I U~
~ NCDOT CLASS "B" RIP-RAP TO EFFLUENT STRUCTURE WITH STRUCTURE. OPEN I 784.19 SHALL BE CENTERED
~ STAINLESS STEEL SUPPORTS A ° ON FILTER FABRIC. 18 FEET
WIDE FROM PIPE TO BOTTOM MINIMUM OF EVER 1.5 FEET. OVER STEPS. ~ oa
OF POND WITH A d50 OF 0.5 SUPPORTS SHALL BE ANCHORED TO m 4 0~ „ ~ r r'
FEET, A dMAX OF 0.8 FEET WALL WITH STAINLESS STEEL 24" >_4 w nr ~ o
AND A MINIMUM THICKNESS ANCHORS AND HARDWARE. BARREL OF 1.1 FEET. OUTLET RREL I ~ ~ ~
{ ~ UJJ~ Z ~ ~o~ w~~,
FLOODWATER 6" DIP DRAIN. USE A MECHANICAL Q _ 4
STORAGE ZONE JOINT -FLANGE -PLAIN END DIP BLOCKING FOR GATE VALVE. 792.19 TOP OF RISER / 1 c !ACNE. I T o `M° ~
EMERGENCY SPILLWAY 794.19 INV. OF TOP OF WALL CAST INTO STRUCTURE WITH .arm E ~N o 1
MECHANICAL JOINT ON INSIDE OF DRAIN POPE AND STEM SHALL BI I STRUCTURE TO BE FITTED WITH A TEM SHALL BE PLACED BOLT STAINLESS ~ ~ a z ~ x I m as
790.77 INV. (5) 5 INCH HOLES 00-YR EVENT 792.53 1= BETWEEN ORIFICE OUTLETS. STET - ~I 6 GATE VALVE. NOT BLOCK ORIFICE OUTLETS. JUTLETS. STEM SHALL STEEL BRACKETS ON r ~ 0 z u. ~ ANTI-VORTEX PLATE ° > ~ _ L
10 FOOT WIDE DRIVE 10 YR EVENT 791.11 ~ t OUTLETS. ~ 0 0 TO TIGHTEN AGAINST " ~ ~ ~ [Y o ~
PEAK FLOW ~ I AROUND DAM WALL I -i , 6 49 OOT CONCRETE RISER 4 0 o c
Q REDUCTION ZONE 790.77 , „ I i. 6 DIP DRAIN. USE A MECHANIC DIAMETER BA5E ~ Z - w m ~ o REQUIRED ~ ~ ~ E A MECHANICAL JOINT ) - ~ z Z
DAM WALL I ~I - - I ~I WATER QUALITY I IC FLANGE PLAN END DIP C, ; i ~ ~ ~ IN END DIP CAST INTO ;;'i - w ~
- 4:1 = = STRUCTURE WITH MECHANICAL , ,,y ~ ~w~° o MECHANICAL JOINT ON u. ~ ~ r, ~
III= 1 STORAGE ZONE 11= {NSIDE OF STRUCTURE TO BE F 787 INV. OF (1) 2.25 1=J ~ " URE TO BE FITTED WITH f ~ Q co C~ x
I IA T R HOLES ~ I II i A 6 GATE VALVE WITH INVERT NCH D ME E - 787 INV. OF WATER SURFAC ' 784,00. WITH INVERT AT ~,'-1
I- ~ E I ~I III -11= » » s ~
2.5:1 - - 2 EFFLUENT STRUCTU OUTLET STRUCTURE III- I -III= STRUCTURE 3 TRASH RACK B
II=I II 4:1 Il= C28 SCALE: 1" =NONE _ I I ~i !I-' TOP OF SEDIMENT NONE C28 SCALE: 1" =NONE
- Ill STORAGE 785 INV. 6 INCH DRAIN PIPE INV. ®784.00 HI 4:1 -1i~. ~
- I~ L ~ C_ ~ l()
11=I _ _I11= ~ ~ ~ O + ~
III "II I~ I I- -I 783 I1= t C C •L CO
.I = _ , i U~~m ~ ~ ~ ~ ~ ~ NAtNTENANCE AGREEMENT ~ c W a _ o ~ ~
. =11111-11 IGIII-?I I ICI I WET DETENTION BASIN OPERATION AND MAtNTENAN r-,~~-~, ii-~i i ii i 'fir INV. our. 782,00 I acknowledge and agree by my signature below that I am responsible for the performance of the seven ~ o
784.19 ALUMINUM , a~ ~ a maintenance procedures listed above. I agree to notify the City of High Point and DWQ of any problems with w N
INV. OUT STRUCTURAL _ PLATE BAFFLE The wet detention basin system is defined as the wet detention basin, retre . ~ the s stem or rior to an chan es to the s stem or res ansibie art . p m ~ ~ basin, pretreatment including forebays. y P y g Y P P Y
ANTI SEEPAGE p O x
' COLLARS 34.55' OF 24" RCP DONUTE INLET PROTECTION CLASS , ® 6,34 "B RIP-RAP 1 HIGH, 1 WIDE AT Maintenance activities shall be performed as follows: ~ d- a Print name: Scott Toth N ~
TOP WITH 3:1 SIDE SLOPES. Title: Ct=C~ E'`' ~ o
1. After every significant runoff producing rainfall event and at least month) cn : least month) : I
y Address: 1315 Greensboro Road Hi h Point NC 27260 ~ ~
a. Inspect the wet detention basin system for sediment accumulation, e cumulation, erosion, trash accumulation, Phone: [phone] ~ > ~ ~
y~:, ° (fl
BMP DESIGN DATA vegetated cover, and genera! condition. Signature: ~ L ~ ~
ITEM REQUIRED PROVIDED o ¢ v, t drawdown of the tem ora ool occurs within Date: / ~ cn ~
PERMANENT POOL SURFACE AREA 5,175 5,824 b. Check and clear the orifice of any obstructions such that drawdown o P ryP { ~~o~ o ~ ~ v] rz u7 ~
TEMPORARY POOL VOLUME 12 508 19,932 2 to 5 days as designed.
SEDIMENT STORAGE 2,823 2,843 _ _ c. Check and clear the trash rack of any obstructions. Note: The le all res onsible art should not be a homeowners association unless more than 50% of the ~ 9 Y P p y
DRAINAGE AREA 6.22 lots tiav e been sold and a resident of the subdivision has been named the president. , Q
IMPERVIOUS AREA - - 3.49 2. Repair eroded areas immediately, re-seed as necessary to maintain goo ' ~ ~ _ ~ _ maintain good vegetative cover, mow I, (,~r)~1 ~ GI' ru , a Notary Public for the State of , ~ tt ~ { km`'f ~ r ~ tt; ; '~~I -u
PERMANENT POOL DEPTH 4 4 vegetative cover to maintain a maximum height of six inches, and remov J ~s and remove trash as needed. ~ ~ ~ ` ' 0
TEMPORARY POOL DRAW DOWN TIME 24-48 HR 24 HR Coun# of ~ ~ I ~ ~ trGl do hereb certi that i ~ ` I ~ ~t ~ ~ ~ Y _ y fY
10-YR ELEVAITON 791.11 3. Ins ect and re air the collec i n s m p p to sy to (i.e. catch basins, piping, swale; y ~~1 Q ~ f oiom , swales n ra etc. uarterl to r Hall r ~ ' tic -r ,_~t,."~ ~:a ~ ~ . ~ ~
100-YR ELEVATION 792.53 maintain ro er functionin . P p g . 9 ~ P P~ ) q Y pe so y appea ed before me this day of ~ ~ ~ t ,and acknowledge the d~.e , i; i ~
10-FLOW 7.9 22.05 execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness m hand ana l I h Y
100-YR FLOW - 30.27 4. Remove accumulated sediment from the wet detention basin s stem ser ~ in system semi-annually or when depth is official seal,
Y reduced to 2 feet of the original 9 foot design depth (see diagram below) D gram below). Removed sediment shall be Z
disposed of in an appropriate manner and shall be handled in a manner I: in amanner that will not adversely impact ~ ~ a , ,
water quality (i.e. stockpiling near a wetland extended detention basin or r ~ ~ ration basin or stream, etc.). ~ ~ ~ ire ~ I-
GENERAL NOTES: i J
1. ALL TOPSOIL SHALL BE REMOVED TO A MINIMUM OF FIVE FEET OUTSIDE EMBANKMENT LIMITS. The measuring device used to determine the sediment elevation shall bE ~ ~ cation shall be such that it will give an accurate
2. UPON COMPLETION OF STRIPPING OPERATIONS, THE SUBGRADE SHALL BE EXAMINED BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF STABLE depth reading and not readily penetrate into accumulated sediments. 0 edlmentS. Jamie 1. Fortis U
MATERIALS ARE PRESENT WITHIN THE FOUNDATION LIMITS. Natary Public, Guilford Co, NC ~ ~
3. CUT-OFF TRENCH SHALL BE EXCAVATED ALONG THE CENTERLINE OF DAM AFTER FOUNDATION PREPARATION HAS BEEN COMPLETED. When the permanent pool depth reads approximately 3.50 feet in the m~ ~ I y Camm~ssian Expires 5•] 8•Q8 feet in the main pond, the sediment shall be ','''vj ~
4. THE CUT-OFF TRENCH SHALL BE EXCAVATED A MINIMUM OF 4 INTO THE FOUNDATION SOIL AND EXTEND ALONG THE DAM CENTERLINE TO THE TOP OF removed. i'~ 0 ~
THE DAM EMBANKMENT. J
5. CUT-OFF TRENCH SIDE SLOPES SHALL BE EXCAVATED AT 2(H):1(V) OR FLATTER, 6. CUT-OFF TRENCH BOTTOM WIDTH SHALL BE WIDE ENOUGH TO ALLOW FOR A SHEEPSFOOT ROLLER TO PROPERLY COMPACT THE CORE FILL OR A When the permanent pool depth reads approximately 2.00 feet in the fol feet in the foreba the sediment shall be ~
MINIMUM OF 8 FEET WIDE removed. y, ~ ~ SEAL ; ! O
7. CUT-OFF TRENCH SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF SUITABLE BEARING MATERIAL IS PRESENT ON THE SIDE
SLOPES AND BOTTOM OF THE 1RENCH• DETENTION BASIN DIAGRAM M commission ex Tres a ~ h y P ~ , _I 31AGRAM
8, EMBANKMENT AND AROUND THE CONDUIT BACKFILL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DESIGNATED fill in fhe b! nk ( a s) i'';:;~ ks) , i 0
BY THE STANDARD PROCTOR COMPACTION TESTS (ASTM D-698). ~ ~
9. FILL SHALL BE PLACED IN 6-8 INCH LOOSE LIFTS AND COMPACTED WITH A SHEEPSFOOT ROLLER OR SIMILAR EQUIPMENT TO THE REQUIRED DENSITY. I~~; Pool Elevation 787.0 I;; <`i = 0
10. THE EMBANKMENT FILL SHALL BE TESTED AT LEAST ONCE PER 5,000 SQUARE FEET PER ONE FOOT ~ OF DEPTH OF COMPACTED FILL AND ONCE PER 25 p Permanent Pool Elevatioi f, . ~ (_J i i
LINEAR FEET FOR FILL ADJACENT TO CONDUITS. 11. CONDUITS WHICH PENETRATE THE EMBANKMENT SHALL BE PROPERLY INSTALLED TO PREVENT THE MIGRATION OF SOIL DUE TO SEEPAGE ALONG THE Sediment Re oval EI.785.00 _ L,',i
CONDUIT PATH OR INTO THE PIPE JOINTS. - Sediment Removal Elevatio Koval Elevation 783.50 ~~~>~.I ~
12. THE CONDUIT TRENCH SHALL BE EXCAVATED TO A DEPTH OF 6 INCHES BELOW THE PIPE INVERT TO ALLOW COVERAGE BY BEDDING CONCRETE. THE Bottom Elevati 783 0
CONDUIT SHALL BE TEMPORARILY SUPPORTED BY SOLID CONCRETE BLOCK AND 2,000 psi CONCRETE SHALL BE POURED HALFWAY UP THE CONDUIT.
CONCRETE ANTI-SEEPAGE COLLARS SHALL BE POURED MONOLITHICALLY WITH BEDDING. 'I -
FOREBAY MAIN POND < ~ U MAIN POND
D j,,,:,;
5. If the basin must be drained for an emergency or to perform maintenanc „~4~ DATE: ~ i,,,., ~ maintenance the flushin of sediment ~
through the emergency drain shall be minimized to the maximum extent 9 , . SEPTEMBER 16, 2005 ~ ~ ;imum extent practical. , ,
6. All components of the wet detention basin system shall be maintained in ° = , + SCALE: maintained in oad workin order.
9 9 1" 900'
7. Level spreaders or other structures that provide diffuse flOW shall be mai shall be maintained every six months. All JN:
e structure, and a level elevation shall be
PLAN PROFILE WET POND accumulated sediment and debris shall be removed from the structure, a 1 4606 4 OPERATION AND MAINTENANCE AGREEMENT
G28 SCALE: 1" = NONE C28 SCALE: 1" = NONE !
k:
C28

LOTS 67-6$ 0~ 63`&4 : ^ ~ ` RIVERSIDE PARK SUB. \ J ' P IVERSIDE ~ Qr° ~p.,^ ~ y i i ti ~ ~ ' ~
P.B. 5, PG. 320 P.B. ARK St1B. l ~ ~ } a m~ a ~ > p n 1<
5' PG• 320 0 ~ ~ v t ti ~ r~ a Q z a ~ a o~-~,~' `'~y~,M ~,rrQM ~ ti~ti L07S6_ ~ ~a
_.1:: zv ~ ~ z w a ~ a C. g, 1 63 ors: ~ e~ h
LOTS 95-97 ~ x ~ 2 ~ m ~ W P BRIDGERS SUB. RIVERSIDE PARK SUB. IVERSIDE I . ~ Z- T ~ 22 ~ ~
P.B. 5, PG. 320 I OT' fi5. a I LOT 69 ` RK SUB. RIVERSIDE LOTS 64-66 - - r Lor ss r::~~ u~~;~` ~ ~ ~ _ , ~ ~
C.C. JUSTICE P.B. , PG. 3 ~ _ ~ B. BRIDGERS SUB. / P RK SUB. ~ r,• _ ~ L. B. BRIDGERS SUB. ;.C. JUSTICE ~ j ~ ~ ~ ~ m a D. -NU AD BRIDGERS SUB. . ; - S_ 83 ~ ~ ~
P.B. PG: 32Q'~:; . _ ~ .`~r,.,c P.B. 20, PG. 22 P.B. 20, PG. 22 ' 3. 20, PG. 22 x < ' ' ' ~ % ~ ~ ~ ~ ~'ti
M1 .k ~ HOTJS~ ; ~ . t w : - , - -~"11 ~ ~ ~ ~ = t" = 100'
~ - LOTS 93-94 ` 4 .may ' r ~ ~ -
RIVERSIDE PARK SUB. ~ ~ v=.•--~~ ' `t, . P.6. 5, PG. 320 r~ ~ ~:4r r . ' ~ \ i . - ,~f=:~ ~ ~ a. °1
' ~ V w~t. ( f ~ ~1 ~ ~ ~ . - - - o t o0 200 ®>~r, ~ ~ 9 t arse+a ',9 -
. V ~ - - ~ ~ T 1 0 1 I ~ . ~ LO 3 / ~ ~ ' ~ - ~ ~ I3EMOVE~ EXISTI ~ ~ ~ © _ 130 - I, . , ` ~ ?
/ - C.C. JUSTICE / ~ ...'Y'"'. ~ ` 0~1 LDINGS : ' . B. RI GERS SUB. ! - B D USTiCE ~ , i ~ -,tom ~i. , iGERS SUB... ~ L.B. BRIDGES SUBDIVISION
~ Exls~nN~ a'~E ~ Ly ~ n~ ~ . P.B. 20, PG. 2.2 i ~,Q ~ ABANDCkJ .,c`~ t~ ~ t,0~ -135 PG. ?_2 ~ ~ P.B. 20 PG. 22 U r: ~ ~
- , CONTRACT R ,_...r r`,. - LAB. BRIDGE SUB. _ • n_ F- \ _ _ _
' P B 20, PG 22 _ d~ O I N. .D. GI~A'Rt~tS- - - ~ _ ~ 1~1) ~ ~ _ ,y - ~ ~ d
Z A A A A A A P OCK ' 1 ~ TAX 51 f3L. AR(,EL . ~ r~ 76 77 x 78 79 X 80 81 x 82 83 X 84 X B5 86 X 87 88 C9r 90 . ~ ~ II ~ _ _ ~c _ ~ ; u o y ~ LONNIE C~ WIL
o - - ~ , _ _ _ _ - l _ . - _ _ r a - , ~ . _ S _ "p{, •o v A ~ -n U B. X201 PG. ; ` 7~ ..ra.~,~.„_}.. ~ . , r' nye S' ~1- ~ ~ ~ (R A ~ ~ ~ D .ZA1 A p 7A,J ~ ~ ~
~ _ _ _ y. _ -O ~ _ - . " _ - -REMOVE , , ~ ~ \ V FF Fq Pmo ~n mn n ~n n y~ I, ~ FR. ~ WWm in_m mom W=m ~~m l mom 4~v 91 I . W 1-
LOT 141 ~ _ ~ ~ - ~ - , ".,~~E~(I~~N~ ~
~ ~ RIVERSIDE LOTS 137-139 ~ - - , - ~ ~ , ,FENCE .1 _ RIVERSIDE PARK SUB ~j, PARK SUB. P. 5 PG. 3 y, ~ _ ~ ~ .u 4 - , ~EXL, I>~G '~IELL`TQ 8E ' 1 ~ _ ~~cn ~P~cn N~u~ SAN >x~ ~'-~cn ~t7~ Z W Q BED; ~ ~r ; W o s. N ~ ro • m ~ • rn . m
P B 5 ~ - I ',~;%y._ - ~ , , -ABA ONEl1.BY , _ , _ _ ~ _ •I- ~ PG. 320 - , ~ ~~1 FF R,Eq~~- ' ~ . Ij r m `D A m ~ m ~ A co ~ m ~ m ~ ~ o {o is ~ _ ~ i,- A . r ~R ~ -p ~ ~ •D ~ r v iv r •0 ~ r b Z r 'D r ~0 { n
GON' `CTOR PE ~ . LOT 140 REMOVE EXISTING _ ~ l :.-•N.C.D. • N:R. RE~ULA11d~JS' ~ ' ~ oAO oNO ~ o oAO c~,,o ~ c~-o5 ~ ' > ~ ~ - V ~ ~ ~ ~~x zz AT°. ;max « ~ ~ S ~ ( W to U ULAT1dLJS m w c~ ~ ~ ~;vZ. Q:
A; - - RIVERSIDE ' - ~ Y 7~ POWER LINES & " - . , PARK SUB. l ~ ` POLES. CONTRALTO - . . . _ ~ . g~r~-.. ,
P.B. 5, , TD COORDINATE _ _ -REMOVE PG. 20 1MTH CITY QF-#iIGH-" - E~tIS11NG . ~ I~ ~ 's ~Z4j 3 ~ 3 ~ / - A D A
POINT . _ - ~ *r, . _4ROAD, ` ~ 1 , ~ ` . _ WJ W~
v _ - i Z W Z W 1 nom. ~ ,
MANOR D,~11/E' ~ ~ ~ , _ _ _ _ RtrMOVE, W
Punic) (As~t~acT): . _ _ ( I ES(I TIN FENCE. _ _ , w u-. ~ • ~ , _ U~
- - - - - ~.w,r.r_..,,. ~ ~ _ v.- F~ ~ - ~...,a..- ~ ~c~ - - r ~ , r.. ~c,. ~ . ~ ~ I I - ~
r _ - -rT- _ _ ~ ' : ~ , ~ _ < . ~itN~ P~Wf_R ;~LINE~S , - . i - _ ~ , ; s _ I . M1,, - - ~ ~
. - rC - 1, f 1 P,0 tD ` , 1. - ~ L,• ~ , L , - rf~ - ; F ~ ~ ~ _ , ,r. _ - p p r ~ _ r ~ ~ 1 i O
_ , _ ~ , y, . ; T , P >fi c - - _ _ ~ - , ~ I ~ , W N - ~ _ _ _ -
/ ' ~ 't ~ ~ , , ' i ti , , , - - - : _ - ~ ~ n . - r x . ~ ~ 1- . ~ - ~ J ~ ~ t u
. ; r I . ~ _ _ . , - ~ _ , o ~ ~ _ r _ i N _ O fn J
- - - ~ I~ ~1 II . i I t ~ 5p ~ ~ ~ W i, LL a ~
r r i1' I_ ~ = M .~r~r,1,r ~;,r,. k ~ , d , rK r• .,r.i I r„~ - ~ ~ , , ~y i' ; ,.t , ~ ~ ~U~ _ _ _ , U , ~ ~ ~ ~ - ' . ~ ~ QUFF ~ ~ FF~ ~ - ~ _ _ ER ~ R - ~ ; D ~
- ~ r ~ v r _ a X I ~ ~ i , 4 _ - i w.,i r / _ _ ' 2 k L' - ~ _ - ~ ' r t S
t v 1 ~ ~ ~ , d ,s ,a; w ' - ~ T~EMOVE CURB ~ ~ ~ , O ~ _ ' 1~ 1"URBETJ ASE' _ - : ~,ST1N \ _ c.~ F- o " h c QO_'j~ U ~EM6VE fiR~ " - _ ~ . _ _ _ 3~ !NIpR ~ _ ` , - St
- ~ ~ GUT7.ER PA ENT; ~ ~ r k. - % , ~ ~,f'' ~ 1- ~ I ~ ~ , - ' ~i 15% SLOP~~ ! F ~ri-. ~ ~ r f. ~ - S _ 1 ; BUFF ~ 1 ~ Z ~ ~ I CJR Gf~EATER ~ . _ . 5 . - . r°' ~ ~"r , ~ FR ~ - _ m ~ _ ~.CiT
~ } ~f „ Alf) SIG1~S. .°4 DVS t" fi ~ ~ ~ .'I i , 5 I.~\ ~ iy , ~ : f~ ~ ~ 1.1 . : i. - ..°t;;" ,c - sz 4-+; rr ;1 `I~I . s ` _ ~ : ~ ,i r . i ~ z, ~ ~ y~ ~ _ REMOVE ~ ~ Sk~AITARY ~ 1 . ~ ~ ~ ~ ~ ~ ~ I.: ~ _ _ _ ~ ,~"y- . - - _ . , . . , ~
i - VE , - w - _._CUR~AND ~ ,i - I I. ~ ~ WER 6 BE. ~ ti REMO ~ ~f _ t a ~ 11 I b T . - - , i ~ , ae k . - L u~ - \ 1 ~ ~ 1 P` I, , d it 7/?' ~ 1~'1 a~ - _ _ - _ _ 0' I ~ C!0Q c ~ , . r B'f
S . w , 3 ``tt EES AND , 6UTiER „ ~ ~ ~~;IC ~ yy;; 'A6~INDONED B'f DFZH~EWAIz-' - ~ ~ ~ ~ ~ a . ~ . ~~p~ITR71L~0~ _ r ~ i ~ y' _ m „ , ~ ' W °o , _ Y ~ _ _ ~ ~
~ ~n . ~ z:~.~P~~ airy. \i ~l 'I i CB , ll r r 1`~.`;. y P J" t, C/ 4 1 ~ - ^.j ' ~ li~ ~5 ~ , ~ / ~ 1 „ /\ISTI1~1( ~ ~ ~ ` E r~ , , , . - ~ - ~ I ' W, , , E'>i1~TI~1G `:4;< ; ; / cn Z Z m _ ~ - -
~ ; : , / . ~ r ~ ~ ~ ~ ~ ~ II.
L ~ i ~ _ _ ' /'1 E °t~ ~""`°9`~~,.... i __..i._ .~17. ~1 ~;y' ~ I'4h.e! TYP~. 1 -'i ~ C'Aay'i. I r _ .m?7r it ~~ll ~ , , /r ,~t,'~.)rt'~~ 1 ,T ~ ~ -0 ;1 :;~v.. ~ ~REM~~-TREES ~ ~ ;_1 - , "i ; ~ ~ ~ ~ ~ : ~ r ~ " _ - j ~'a~ 1 _ , ~ ` " 1, ~ ` V 1,~~y~~r ,1\'~' o ~ i Q CO U' Y r G~t~JRMt ~ ~ - ~ 1 \
. „ _ i ?lJ~ - - . sj _ r ` I~ ~ ; ~~h~L j ~ ~~t I ~ ,jy1n h ~ ~ rl i ~ _-REw}~VE l ~ , ~~,y r , , ~s ~ i - ' ~ ~ ,
~ / ~ ~ ~ ~ SELECT ~ ~ ~ I ~ ~ a'z EXISTING , 1 _ `I DEMOLITION, SEE v. ;~,--t; ~ ~ IL ~'a,~'.~~ e.1~,rr. ~ ',~~E~U~ ~ I ~ .a _ _ ~ , ~ ~ ~ j . ~
ARCHITECTURAL ~Q i~ - - ~ ~ ~ _7„- ~ , tl I l r - . - STORM'~IPE'~AC $E. ~ ~ ~ _ - '
a 1~= PLANS HOM _ _~~'1 , ~ b.r - - . . r-~ ~ - URSINC ~ - HYDRANT A'f~I~~~ t~' ~ ~ ~ .G ' " ~.A, ~ ~ Nl= oti 8 D0~ R ~AN ~ ~ ~ _ _ Q ~ - _ r AND FiZOM ~M{N - --'``V ~1r
~ ` NC N - ~ - r ' ~ EI~OVE CUR - ~ - S~ ABANDON ~ B, ~ O , ' ~;a ~ EXI _ 1 ~ 'r' ~a;-~ - : . F~T~" BE OND N SE•.. , .1 - . , .,.1. - •
, ---~:w WATERLII~ T© ;AND GUTTER ANp - _ ; , _ -9 D IVFWAY . N ~ ~ , ~ ~ FI~.L~frD` WITH FL~IWABLE t . ; , , ro ~ " FlL]- ~ ~ - APPROXIMATE LOCATION of 100 YEAR ~ ' ' .E ~ ~
~ ~ ~ ~ , . 1 ~ + i~ ~ ~ r~< ' --SIRE HYD~iA I , - , r,' ~ ~ _ ~ i t I ~ N _ -t ~ FL000 ZONE ZONE AE PER , v y o+ N
_~Qr / - _ REMOVE TREES a., - / ti ~ . _ ~ ~ 1 - - I '~I,i 50'STREAM ~ ) ~ayca 0~ ~ r`1 i ~ I' ~ ~ BUFFER COMMUNITY PANEL x/370113 0008 C ~ c [ .L (Ji ~
! 'I ~ > , - ~ - ~ . ~ ; ; ~ ~ I ~ t• : MAP REVISED: MAY 18, 1998 ;<r o ~ o m ~ ~ ~
1. , ~`1 ~ irk.,. _ ~ / L ~ , _ °r r r` t ~ z~/. ~ l ,RElNOVE _ _ _ i _ J. ~ O ~
} / {~::J Z , 't v~^ n /~1~~: ~ _ ~ / ~ - Fr~(1.5THVG n ~R - ~ - _ - . - , ` v-- N
r - ~ i ~ ~ ~ ; ~ . r ~ ~...-c°r.. y 1l ~ 111 i _ ~ ~ ! l , r ~ ~ r _ ~ _
, - - _ ~ , /
• rl ' ~y I - , ; ' - v " _ UGH? J~0 _ R _ r
1.1 , '1 ~ LE' S 'I 1`I~ ~p REMOVE 1- , , . - - 6E. \P , Sp0 N ~P ~ ~ SANITARY - ~,`:~RgIkO _ ~ R~LflCAT1=D ` _ _ ' _ ~ 0 ~ _
. , - _ _ CITY LAKE
~ ~ SR' ~ SE _ - _ S(R QEN ~5 3 , .w - ~C~ "`~-~r - ~;~U(LD~NG/ , - _ ~ - - - _ _ ~ ~ _
~ ~I R ~ of pPQG. B _ - _ _ 'I i i ~
~ , a ~ P g. 2 45 P / ~ nd~. VE' L1GH~T" PG3LLI< - - - - - . Ix; ~ Cfl U ~ ~
~ p ~ DES , ~ , ~ - ~ - , REMOVE ~ - ~ , ~ ~ ~ ~ U
~,p~," • ` t` ~ sir ' ~ EX15TING ~ ~ REfJ~ ~ ~ - _ - - _ r - _ DEMOLITION NOTES: - d' ` - - o ~ ~ r U7 ~
O DRIVEWAY z o ~ - TR~E~.~`. - - - _ _ - ; s - i ~ _ ~ . 1' : , n ~ , ~ y. ` , ` ~ ~ 1. DEMOLITION OF ANY EXISTING STRUCTURE REQUIRES A DEMOLITION PLAN. U ~ 0 3 .I
Q - ~ S DARE . ~ ~ 'v - ~ L.. ~ ~ - - ~ ~ LL 0 d~ 3 ~ 2 DIS URBED AREAS SHALL BE SEEDED ,y _ - i I
~ o ? n ~ ~ , - . ~ GREATER ~ - ' o - ~ ~ - . _ r-~,- fix. - _
- - ~ ! ~ - - . ~ f / ~r, - Q - _ ~ Z
A. Ala . J c W ~ ~ ~ Q ~ ~f 1 ~ ~ 1 I ' ~ ~ f/ , _ '/1/` : - ~ ' ;~1~ - - - ~ `T.
: i j v ~5~- ` ~ , ti ~ Q h 1 h; . ~ Ct~NTRA'61•Q{~ , ~1, IL t~l~ ~ i ~ i :f ~ r - , pp'' , . - - - _ ~ - :ice - - a~ i - _ _ 4 „t,~ - _ - - -
i ~ - - 'r _ O r ~ . CD~RD1a yH - (7 ~ h r r^ti ~ it ~ n l ` ~ _ . n r, 2' - LOCAL E ~ TY ~ • , ~ ; r ~ ~ I ~ , - ~ ~ . - _ ~ I ~ A/ • LL
, - Q O , : ~ ~ , ~ 1 _ .r-- "_r _ ~ - ` ~ ~ ~ Q - , _ ~~~f~ 11~i ,J
Q : / _ ~ I _ ~r rail ~ , - - ,f..- ~ , i r ~ - . , _ , _ ;t ~ i , 2
- ,y ~ / i ~ , SCE, i r ~ - - - - _ ~ . , w.. - t ~ ~ L' . ~ S
~ : ~C ` "~i . I ' rL rVllCfl ~ Is,~ . '^~r~~ ~ ; ~ n. ~ P CTDR-- ~ _ - ~ ~ ,
I , ; I i .SHAD BO Nil 4' . a ,FRB _ _ ,r _ _ q' - _ , _ t~ _ ~ I , ~ i . ,
: 1 ~ `f5 ,r ~ f WITfi L4D1{ALw r~ (.f . ' - , i , i'r"' _ . ray "r z 1
r. l - - , \ - ~ 1 ~ ~ ~ ~ ~i a \ . „ _ - 'ii ~X; .i. j ~ i ' ~ ~ i } ` , ~ X11 ~ n1~,
y _ ` ' - - ~ _ _ , H, e~ ~ ~ ' ~ ! i,,., ~ 11 , ,ti ~ : _ - - - ~ .r ,,x - , - ~ ' l 1 7 w I
~ ~ES L`T \ ~ fir, . . ~ ~ ~ LJ
- _ . ~ ~ ~I _ ~ . _ ~ ,n1 I 0 y~ - 3Q;E~TiNis f; - - ~ ,
, ' - ; J ~ ~ Ir, o~ ~ J - - = l fC`- ry~T ~ N1'1A Y SEWER' ~ U SA R _ mac,- I" , . - .
~ \ r r, J ~ ~ ? ~ " ~ eo \ 7 _ ~ _ _ F - y _ ~A ~ C~ l ; t
_ Z: 0 ~ O' ~ Q ~ ` . ~ ~z w ~ .rrr,,..- ~v ~~v~~Q. Q u~0 ~.r j' 'J' ins F ~.~i ~ W ~ - !var.'- ' Z EUFF.~ _ ^ b'R.
~ ~ COQ O O~' ~
-7` y ~ _ ~ ~ U ~ ~ J r:
, ' ,~iy p, ~2`~ ~ Q' ~o~?~Q v O ~ ~ ~ ! ~ , i 8 l~~ dLWEYY • `,M - ~ R ~ 7 ~ ~ v~~l
0 0 , - QF' Ci Q4r Div O O ? ~ ~ , ~ ° 1 ~ . j - ~ A~E14iE~tT "qtr ~ ~y ~ ~'>5 . ~ N: - ~ ~ ~ ~ APPROXIMATE LOCATION OF 100 YEAR
v ~ ,n,tt,, /J, is /yam i pry R 1' ~ m v ' ~ Tf'~ ~ ' ~ - , - _ ~ ~ I~ ~ FLOOD ZONE ZONE AE PER - ; ` „rA ~ \ ",t ~ ~ COMMUNITY P NEL X37 1i3 0008 C r``
„ , - ~ ' ~ , MAP REVISED: MAY 18, 1998 ~ - i~`~~ ~ ~ ~ ~ I
~Q O ~~q~ 1
Y REPLACEMENT OF SIDEWALKS AND CURB AND GUTTERING STANDARD NOTE - ~ ~ 0'': - 4~' Q ~ ` ~ : , ~ - ~ ~ ~ Q.
, r l ~ ~ ~ ~ ` t ~ ;
" t - - - _ i. f ll \ - i ~ ~ - ~ I
~~i Ny' ~.y ~ ~ ~ Hpu _i _ 1) ANY UNUSED CURB OPENINGS~DRIVEWAYS WILL BE CLOSED WITH STANDARD CURB AND GUTTER ON CURB AND c~ ~ 1-~'r ~ , ; ; ~ ` r~ ; ~ > ~ ~ 771 I _ ~ _ - ar J,r ~ ~ i
REMOVED. ~ . ; ~ ~ , ~ . GUTTER STREETS. ON RIBBON PAVED STREETS THE DRIVEWAY AND ANY PIPE SHALL BE Aso ~ ,w.{~ ; ~ y' , i ~ . 7 - _ ~ , e i- i ~
2 DAMAGE TO EXISTING SIDEWALK SHALL BE REPAIRED TO MEET CURRENT CITY SIDEWALK STANDARDS. ti ;I , ~ t REr~o , , ~ _ ~ T EXISTIp~ - a ~ A-. _ _ ~ 5., ~ ~
~ 1~. '`DRIVE~t ~ r °ti ~ ~ ~ _ _ ~ ~ ~
€~I y ~ ~O ~ ~ f
ter ~ r !%~'O- O ~ ~ -
~ o`' ~ _ ~ • DATE: ~o ~ , {
1 DEMOLISH ALL CROSS HATCHED AREAS. THIS SHALL INCLUDE ABOVE ~ , ~ Q GROUND ITEMS SUCN AS DRIVES, BUILDINGS, SIDEWALKS, ETC.. - = `»t,. ~ ~ Q ~ ~Q ~ I SEPTEMBER 16, 2005 - J
2)UTILITIES DEMOLITION WILL BE DETAILED ON INDIVIDUAL UTILITY SHEETS rr;~4; r 1' ~ Q,e ry ~m~~, ~M o~. - m~e-y~, ~
INCLUDED IN THIS SET, o~~' S~~ SCALE:
3) ONLY MAJOR DEMOLITION IS DEPICTED. CONTRACTOR SHALL BE ~ a~ _ - I 1 ~.=100'
nrrnn~icior r rnn nnlnl ITInAI AC DCnI IIDCII T(1 (`l16ADI CTC CITC IAMI!`I-I '~:Y~- 0 V Q ~ ,
(~GJr VIVJIDLL fVfZ VLIVIVLI IIVIY f1J I\Ll(VIILV IV VVIYII LL I" .l I", rn 1-11 AW, AW,
INCLUDED BUT IS NOT LIMITED TO UTILITIES. e, ~ Q. r p Q. ~p=~ Q Qp' JN:
4)ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE OWNERS PROPERTY AND PROPERLY DISPOSED OF OFF SITE. e <J R. ee Q,. N ~m o , a 4606
Qoz
Q ZQ<) c~ C 2
e
t Q

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10' WIDE ACCESS DRIVE ~=9 ~
f•
A i0 v~
-----~i
5 F007 DIAMETER PRE CAST _ ~
N RETE MANHOLE AND A CO C / _ 7
6.42 FOOT DIAMETER X 1 FO ~ - r
BOTTOM. - 78 l'"` ,'I O
~ 4~ CL Z
I ~ sw
~ a
z U 0 O
' 785 U Q ~ E,. W
! I U} W H' U U~J
~fl.~~
FOREBAY ',5 ~ SOW ~~~~Q
y`^Q," ! ~ ~ ~ r
~ I
CONC. WALL 'I
~ ~ ~ ~ ~ ~ Q
~4
g0 , _9 ~ ,}zTY. y F*'k?~`ZI ~ ~ ~ ~
S
F "':'i
NCDOT CLASS »B" RIP-RAP ON I~.~ ,I
FILTER FABRIC. 18 FEET WIDE FROM PIPE TO BOTTOM OF ~ p p
POND WITH A d50 OF 0.5 FEET, O~
A dMAX OF 0.8 FEET AND A ~ ~ N W L'., ~ Q
MINIMUM THICKNESS OF 1.1 f f-~~- ELEV. ~.f4 ~ , ~ _ N
A FEET. s ~ ~ . a ~ r Z ~ ~
co „ ~ i'- > ~ ~ 3 4 HAI~iFER ~ cn - G
i!`,`I c fYU~ ~ c~
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_ BAFFLE PLATE III{~ I I ~ I f -I III I ~~c o~~
DAM WALL ~~I , I I I~ 4:1 I II~IkF Q 2 ~ d' CU
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I- II - f vo 000 000 oao 000 000 oov o00 000 00o III I p 4 N it 7 ~ " ~ ~ I G ttS LL.
1 D °DD DDD D°° °DD D°° DDD DDD DD i ~ 9.0 CENTERED HORIZONTALLY. I! WALL GONGR)=T~ PROPS. ~ ~ ~ ~ TI ~ 1 ~ -
A UMINUM ANGLE MIN 2X2 X1 4 rl ~ If D°° DDD aaD °DD D L / I~ ~ ATTACH ALUMINUM BAFFLE TO ANGLE III I °oo o°° °DD II I D00 000 ODO 00 000 OOD 000 000 I I~~ UNIT V UNIT WEIGHT = i45 pcP ~ r I ~ ~ o
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I- FOOTINGS HAVE Bbl DESIGNED 1=0R AN R55Uf~ MAX1t~IJM ALLOWABLY
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~ y SEPTEMBER 16, 2005
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NOTE: ADDITIONAL BUFFER EX. 100' 670+1- LF OI 225 +l- LF OF 10' STREETYARD 670+1- LF OF TYPE B -
PLANTINGS MAY BE NECESSARY 5 , , ~ , 5 CANOPY TREES REQ'D ¦ BUFFERYARD ( ) ° , . ~m~,
~ I I ~ ~r» STREAM BUFFER BUFF r N N CERTA N AREAS. FINAL •r•~TU ~ 20 CANOPY TREE.. ;ANOPY TREES (REQ'D) I -4I-.,-- ~ „j.>~ 38 S RUBS (REQ'D} f,,~.. , ~ a 1 10131105 FUTURE COMMUNITY VEGETABLE GARDEN NIC OMITTED:
I, ~ , (NTS) DETERMINATION TO BE MADE c ra t, Po. ~ ~ ~ ~ ~ ~ ~ Pa K F'G 71 ~ttn ~r _ L ~ ~ ~ ~ Ta"` I 34 UNDERSTORY TREES BY LANDSCAPE INSPECTOR i ,•r ( ~ ,~•L ~ wren-ee L?~ ~ ~ ~ ~ ISTORY TREES (READ) - ; ' . ~ ~ +T. {t N °0 C~ ,t%a
~ ,>r , ~ L yF~ . ~ 167 SHRUB DURING FIELD INSPECTION, ~ ~--r~ 't ~•~y ~ Ta 167 SHRUBS (REQ D} -
q , ' r a'~, ~ _ ~ _ 1fwtt~er'rrx~....', is ~ nerorn'C- E - J I I TAx FAR C EX. TRtES l , ; 120 1 LF OF 30 TYPE B BUFFERYARD ~ ~ ~pNN
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~ 6 UNDER T Y T EES E 'D ~ 1 Ss v f ' ~ S OR R (R Q } 86 u : , ~ a~ 5 ~ A
I ~ ~ ' 30 SHRUBS (REQ D) v 84 x S v ~ o `y`< o 83 x v ~ c9 v
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, , r.'.~', e _ i cT „ ,r ~ ~ ~ ~ P: 336.723.1067 F' 3 ;6.723.1 UOi9 rn. ~ y G) n n D '0 ~ r d
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16 UNDERSTORY TREES REQ'D ? - :7~~ .a. - ~ li; ' ~ ( 20 CANOPY TREES (REQ'D} ~ I ~ , ,
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a ~ „~~p . ! ,~.rr ~1,~<t N.. ,ir d.,•/a ~rr4.''~i,l(..t r., r.r .i, 10:} `F EXISTING TREES" ~ >~--163 SHRUBS REQ'D L._. ,1 C ~ - _ ~ ~ _ TO REMAIN _ ~ : - ~ i, !
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, i r, ti. •r, r~r" h'.1~''.. .f, '~•.It ea. T„J; r'r',,d /,'1,s"\,A it li" L-.:! .i) .i:. ~ ''t r~ I 1,; , p~ r ti J r' r~' v ' { ~ ¢ •n, S' 4, -z ~~j +5,,. Sii rl 1' 1 1 . t ~ 1. ; ~ s , , t, •,p ? t• h ,v~.~,. ,/'tr'.' ` 'bb ,Q ar `s~ ~ i>E~; .t r':)l// .r. ~ 7~ i .,L\~~..d ~~.~'~~r c,. •J•.. .L. rW N \f ..~i .•L"'nT,T - ~ LS r•'ti ilt. .A, .t-. -
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fl,. • ~ Ci rr ~ ,r 1n .rw, i, )1{ ~+;r, . ~ •r• a rqj~ E~, t~,t r r' {N .r . ~j i 555~~~ ~ ~ ~ s. ~ ~ ' " , "x k :f~,~ y.,,r. ,i e r a rrf°' ~ - ~ ~ ~f t aVk,~ ! , •!r. • . fit ~ ~ ~i ~ i r i, ~J~ ° i ~ . ~ ~ ~ ~ - ~ ~ II I t EX. TREES TO REMAIN ~
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, . . _ ~ , ~ , • a :fir ?y)1, ~ • t ~1 ~p1Jw' ~ r ~i ~ ~ 1 ~ ~ ~ ' 3 ~i I, E ; ;
• )t~., p ~ r~ ~ I; , / e I ~ ~ ~ EXISTING TREES ` ~ ~ ; : 1 _ ~
f„~ ~ .l ,,I r .g 1, :,5 ~ 1d4,.. •.~~7 .ti ~ ~ ~ ~ TO REMAIN t,`~ It ~,,..ti.~ . , • ~ ~ - ~ i , ~ ' , • d EX. TREES TO REMAIN ~
~y. A " tr i ° ~ • ty!, ~7r,, } r ~ ~ i T 1~ ; }Cgs" 64 PROPOSED PARKING SPACES ~ . ~
F*..~•° ~ .+_•.~~.,~f1~ ` ~ ,a6-{ i~ I~+ It ~,.~j~ } "F~% ,4. y~ ® , , ~ T = 6 CANOPY TREES (REQ'D} ' ~ p
- 1>F~„ ~ ~ ' . , ~ ~ r~ : ~a , ~ fi , 8 CANOPY TREES PROVIDED , q ~ i e i ~p `S fir. R. ` t Lv': ~ r .tom N~~,.r' k I ' ~ o ~ s a 3,~ ` EX. TREES TO REMAIN
, , _
PROPOSED .1 ` ~t 4 , ~ j a!. ~ ~ ..u '9 t !7 ' ,r 4`{" . he"?'" ~ f.: n ~ ~S rfi ti ,w,r', ~ ~ r ~ P ~ ~ f=' ~ ~k. ~ ~ ~ t 1~'i~, ~ ~;:1 EVERGREEN ~ p :NEW PARKING ~ + ~ r' 'I
~ ~ / ~ ` t ' SCREEN .
~ APPROX. TRASH y. . .4 dF I.. i.. `~.;I l~ ~~,i'• :~F„' ' .'fie ~7 ° ,
~ •a ~:a COMPACTOR I 4~. ; r v ~ ~o o o ~ ';E,~ ' NATURAL AREA
fi , ! r' ~ r` LOCATION ~ ~ ~ ' n ~ q
` ~ EXISTING TREES ' + ~ ~ 1 ~ ~ Q,.:' 1 ~ a /n p Q v ~ 0131105 PER R MMENTS T C CO ;r
TO REMAIN o EX. NURSING FACILITY ~ ~ ~ , ' ® ; y EX. TREES TO REMAIN `:5
' _ ~ _ 0 i
_ r NOTE:
-...•r i ~ n , - ' ~ ~ ~
. , 1Il ~ t_,_ , 1 ~ « ® ,J ~ a 9 ; ~ ~ ~ - ~ EX. RIVER BUFFER PLANTINGS CALCULATED
r t~ .a ~ ~ ~ , t r ! o i ~ ~
~ n( ~e~ _ ~ r^, r f`r1, 'fir ' t ~ ~ ~r. . t. t x y ° ,o; 1 ? . 4~:•~~'. .~n~~ ~ _ AS ONE TREE PER 200 S.F. OF rt
r Y~ b ~ ~ ,1 0 , .n: + ~i CT y . APPROX. TRASH , ' " :~Sy~ ~ ~ I : ; ~,3~, r COMPACTOR ' x ' • ~ EX. TREES TO REMAIN ~ BUFFER AREA. TREE MIXTURE
I ~ ~ , t , ~ ~ , ~ + w • .fn• P` LOCATION ' ~ , ~
~ i A , ,:R ;t,, , ~ ( PROPOSE _ , ~ ~ ~ - .n APPROX. 113 EA. SHADE FLOWERING ~ . ~ ~ PROPOSED ~ ~ ~ ~ ~ _
~ r : ' , ! ~ , • - ~~l §1~ ~ } i i I,, INDEPEN( . _F • _ ~ ' ORNAMENTAL, & EVERGREEEN. c~ INDEPENDENT
A I ~ `-'J t',i~ ~ ,fi I ! LIVING CE 6 ~ ~ LIVING CENTER p
t\ i. `E}I t ~ ~'i~a 'i" 1' 'il' J ! ~ -
~ ,I I ~ I E ~ .r._,' NATURAL AREA SEE SHEET L 1.1 FOR BUFFER AREA - 1 ~ ~
~ 32-PARKING SPACES ~ ~ ` r ~ ~ ,;alt t , • I r ~ r 3 CANOPY TREES ((REQ D ~ ~ ' + ~ r ~ tl; ~ f, ~ ,r ~ : DETAIL. I U)
' .t` ~I 0 r ,III ' _ 4 CANOPY TREES PROVIDED V ~t ; l ~ ' ' ~ I''' ` + m , ~
~ ,.~'r ~ ~ ~ ; EX. TREES TO REMAIN ~ w a, . r
t~, t ~ ' a ~C~ NEW PARKING' ~l ~ i . ,
> , r; ~ > A ~ ~ ~ ~ ~ J _ , e t h .
, , \ I r ' j r`~ ? r ~ 'r ~C~p ° 0 i~ ~ ~ r - i{4~~~ ~ k, ,~.~'r'~ . +,.i ~
T > ^ ' " ® ¦ ~ i EX. TREES TO REMAIN i ~ ~ <
l,,, : ~ ; w; G' . , F 4 ~ ~ . , ~ I'
, t u , r ~ - . 1 *.t~a ; ~
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~ ~a! ~ ~ i , . , s I t 10131/05 PER TRC OMM C a~.
013 IO P 4 5 ER TRC COMME T NS , y ~ , - i CLIENT:
. , . II . "',.~f„",~".a~ C ~ , . NOTE.
' . ~ s>: ~ 'a ; r '~o, j' _ i f~., may' , , RIC A
. atura r , NATURAL AREA . / - i , NATURAL AREAS TO BE PENNYBYRN AT
p } r °A l o ~ ! 4 ~ : _ ~ ~ , ~ " MARYFIELD
IN THE SUPPLEMENTAL VEGETATIVE BUFFER 1 NATURAL AREAS TH (K ! ~ ~ } ~ Q E INDS OF SEED AND - i ~ J , ~a SEEDEC~ WI GRASS l 0 ~
FERTILIZER AND THE RATES OF APPLICATION OF SEED, FERTILIZER, AfJD LIMESTONE H ~ ~r r ~ ` ' ~ „ "`~~u S ALL BE . : r - .1 • 0 2 AS STATED BELOW. ' ~ " ° ~;1 1 , . m ~ ° _ ~ . , ` ° ® ~ ~ s ~ ~ ~ 1315 GREENSBORO ROAD ~ ~ ~ LEGUME M{X.
SOIL AMENDMENTS ~ ' " ~ • ' ' o , ~ ~ ~ HIGH POINT, NC 27260 r
EXISTING TREES t, o= a s m m s ` APPLY LIME ACCORDING TO SOIL TEST OR APPLY 4,000 LBS.IACRE GROUND -<~J.: , : ~ , v> . ' 1 • W ~ o = • o Q TO REMAIN ~-.0. ~ h o m~~m ° ~ ~ t' 336-886-2444 - ~o ~
AGRICULTURAL LIMESTONE AND 1,000 LBS.lACRE 10-10-10 FERTILIZER, SEEDING MIXTURE SPECIES - ' ~a ~ ~ c~ s ° 2 0 ~ `"T,~°
~,o~om ozz~e o~~•~ o~ ~ ~tr~• TALL FESCUE, Festuca arundinacea Schreb. 100 LBS. (ACRE =r.,,; ~ ~ ~w h 1z, Q' btu ~ o rn om ~ Q m ;r p' ~ - i ' ° ~ DRAWN: KLM, JK,CD
SERECIA LESPEDEZA, Lespedeza cuneata (Dumont) G. Don 30 LBS.IACRE 140+1- LF OF 50'+l- ° ~ ~ ~ ~ : ~ ~ ~ ~ ~ `~>m oo t 973 PARKING SPACES DATE: 4122105
KOBE LESPEDEZA Les edeza striata Thumb. H, & A ~W 2~ ~ ~ ~m' a 2 a oQ P ( } 10 LBS. I ACRE STREETYARD _ ~ ~ ° m Z ~ ~ ~ , ,r", y'~. 15 CANOPY TREES (REQ D) REVISIONS: 6-30-05 ~ 22 CANOPY TREES (PROVIDED)
Q SEEDING NOTE a "~,m Q~~~ Q 02~' ~N ~ 3 CANOPY TREES REQ'D EXISTING TREES ! ~ ' AFTER AU .15 SE N ( } - „ , ~ ~ ~ ~ ~ ! a ~ _ , 1 10131(05 PFR TRC CQMMENTS
' G U U SCARIFIED SERICEA SEEb, ~ 24 SHRUBS REQ'D ~ ~ ~ ( ) TO REMAIN ~ ~'1~n~~ ° z ro ,w~ NURSE PLANTS ~7 (1 „ ~ ,
a BETWEEN MAY 1 AND AUG.15, ADD 10 LBS. !ACRE GERMAN MILLET OR 15 LBS. l ACRE °~'T'A. ~ ~ ~ ~ r ~
SUDANGRASS. PRIOR TO MAY t OR AFTER AUG.15, ADD 40 LBS, !ACRE RYE (GRAIN}. ~ . ' ~ ~ T`'°'~'. ~ ~u ~ Q' ' . I ,
SEEDING DATES L t~ ~ ~ a ~ ^7 a ~ m ~ ~ '1 J ~O ~
BEST POSSIBL 65 l LF FTYP ~'r ~T E 0 E B „ ~r~rl FALL AUG. 25 -SEPT. 15 AUG. 20 - OCT. 25 ~ BUFFERYARD ~ ~ ~ ~ ` -r 'F / ~ Uj ~ "'`a J a . Q m~ 2 J U Z
LATE WINTER FEB. 15 - MAR. 21 FEB. 1- P ~ ~ 1,,' E~~~S~J', ~ ~ A R. 15 ~ 2 CANOPY TREES (REQ D) ; ? ~ ~ ~ ~ t
MULCH ~ . Y 6:, 3 UNDERSTORY TREES (REQ D) ~ ' , ~,*r.° - ~ a,.;° l~ to D O J q ~ ~ ~ '^°~.ti 1 ~ Q ~ ~,,m a s ~ JOB. No: 02-067
APPL 4,000-5,000 LBS.1 ACRE GRAIN STRAW. ANCHOR MULCH BY TACKING WITH r 16 SHRUBS (REQ D} , ' ASPHALT, ROVING, OR NETTING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP ' ~ a Vim. Qr~'a o`a~~, zo ~ ~ Q ~s~ o J~ ~ ~ SHEET TITLE:
SLOPES. '
k~ ~ 435'+1• LF OF TYPE B EXISTING TREES • ~n
~ . BUFFERYARD TO REMAIN ! 13 CANOPY TREES (REQ D) ~ - f. U Q Ca ry ~ of ~ ~ ~ v ~ :1
(P} ENFORCEMENT OFFICER APPROVAL FOR LANDSCAPING PLANS: 22 UNDERSTORY TREES REQ'D
( } THIS PLAN APPEARS TO COMPLY WITH THE PROVISIONS OF THE CITY OF HIGH POINT DEVELOPMENT , ORDINANCE CONCERNING LANDSCAPING. 109 SHRUBS (REQ D) $0'+r- LF OF TYPE B t
Date BUFFERYARD Q ~ O O ~~u 412 4 ~ . y" ~ - ' iui~~`
Enforcement Officer 3 CANOPY TREES (REQ'D} Q ~ 4. Q 'Jk S Urv"~, .
(Q)OWNER'SIDEVELOPER'S CERTIFICATE OF COMPLIANCE NOTE: 4 LINDERSTORY TREES (REQ'D) Q ~OpO S~ ~h Q
4v 4 ~
i, , ACCEPT THIS SUBMISSION AS MY PLAN OF DEVELOPMENT AND AGREE ZU SHRUBS (REQ'D)
TO INSTALL ALL REQUIRED IMPROVEMENTS AND COMPLY WITH THE CONDITIONS OF APPROVAL. 300'+l- LF OF TYPE B SCALE: 1"=100'
Date 1. ALL PROPOSED LANDSCAPE PLANTINGS SHALL BUFFERYARD Owner/Developer 9 CANOPY TREES REQ'D 100 0 100 200 300 - SHEET NO:
( ) BE IN ACCORDANCE WITH SECTION 9-5-11 OF
(X) ADEQUATE DRAINAGE FOR BUILDING PADS 15 UNDERSTORY TREES (REQ'D) ALL NEW CONSTRUCTION SITES SHALL PROVIDE ADEQUATE DRAINAGE FROM THE BUILDING FOUNDATION. THE HIGH POINT DEVELOPMENT ORDINANCE. 75 SHRUBS (REQ'D)
FOR RESIDENTIAL CONSTRUCTION THE GRADE SHALL SLOPE A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET FROM THE FOUNDATION AS REFERENCED IN NC STATE BUILDING CODE. ADEQUATE DRAINAGE SHALL ALSO BE 2. OWNER WILL BE RESPONSIBLE FOR MAINTAINING 50'+/- LF OF TYPE B
PROVIDED FOR NEW COMMERCIAL CONSTRUCTION IN COMPLIANCE WITH THE NC STATE BUILDING CODE. BUFFERYARD 'E B L- 1 NORTH
(Y) REPLACEMENT OF SIDEWALKS AND CURB AND GUTTERING ALL LANDSCAPE MATERIALS. 2 CANOPY TREES REQ'D ~RD SCALE: 1" = 100'
( ) 1. ANY UNUSED CURB OPENINGSIDRIVEWAYS WILL BE CLOSED WITH STANDARD CURB AND GUTTER ON CURB 3 UNDERSTORY TREES REQ'G AND GUTTER STREETS. ON RIBBON PAVED STREETS THE DRIVEWAY AND ANY PIPE SHALL BE REMOVED. ( ) )'D) d STIh9MEL ASSOCIATES, P.A. )'G)
2. DAMAGE TO EXISTING SIDEWALK SHALL BE REPAIRED TO MEET CURRENT CITY SIDEWALK STANOARn" 13 SHRUBS lRF.O'D1 YD)

TORMWATER POND PER T REVISED PER TRC COMMENTS (STING TREES TO BE SAVED ND PER TRC COMMENTS 1 10131105 EX
ES RELOCATED FROM S 10131105 PROPOSED THE /-1 ,a
3-DC 25 O.C.
2-NO 30' O.C.
> / ;y. Stimmel Associates, PA
,J' 1-RM
/ J Landscape Architecture Civil Engineerinr~
I ~ , Land Planning
~ t I , a ~ lllr r ' `\`1 .,1~,1 .Y', u..~,yrr r'~T.!Ir r ~II\ ~p
601 N. Trade Street Suite 200 ® .`,4 Winston Salem, NC 2101-2916
~ 3~'I ' r r -1.~ M1\~ `Va ' ~t 7' 1 ,I ! < ;r > I .r<~1 ''A ( ' nr \R"'7 Ih\ -',T r , ; , , 1 ,~r ,,7 ~ . 'EXISTING TREES.;I' ~ ~ %14~ ~ P: 336.723.1067 F: 336.723,1069
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, . ~ , . 5 `t. TO REMAIN ; . r : z„ ,t' 'Q . , , ~rIY~ II 'f , ~ ~ ,;4;~~~ ~ NATURAL AREA
1 ~ i 1 mot, ~ - a r, I ~ '1'v ~ c ; ~ d
,
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' ~';Ir:,, fi d . ~
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411 , . _ . ~ .,gip r~ f. ; { ; ~ FFE. 796.5 , { ~ ~ ' ~ 1< T , . c W.:.. . - ~ ~ . „ I~
, ~ , LAWN / ~
1-LBP ~j , . , n - a. e, ~ ~ - GROUND FLOOR
~ x ' ~ = r ~ ~ ~ . ti` as i i ~ ~ i fa~ a' i ~ _,-t i • ~ ~ ~ . Ifl~~j : ,t FFE. 796.5
' 2-NO 30 O.C. ~ , / ~,r.-; r t o
'i ~ '.;r 1-FDW ~ l 1 t q f' rS 4
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f I 1 7 Pb RICH NE I 9
i 2-RM 20-25' O.C. ' 4 PENNYBYRN AT
~av. , _ _ I ~ - . (TYP.) ~ 3LBP1520'0C r ; , o FIELD MARY flAD
o , . a 1-NO , , 1315 GREENSBORO R ~ . I a ,
0 Q _ ~ 2-ERB 12' O.C. .c I T NC 2726c~ HIGH PO N ,
f rr~. I,:, { F.. . _....a . . . ~ , . ` , • ~ 4 ~ 0 A A°~ o ' 336-$$6-2444
1 e: , , Q _ f , L
~ ' ~ ~ I , , DRAwN: KLM, JK,C~
L ~ , I,~ , . iii' ~ ~ itk;44~'t, i~~ ~ F~ 4~22l05 DATE;
S T N E M M C R T R E P 1 !05 1 103 REVisIONS: 6-3Q-05
1 10f31105 PER 7RG COMMENTS
0 N TE.
NOTE;
GRASS /LEGUME MIX. AREAS TO BE SEEDED WI NATURAL
INGS CONTAINED WIIN M BUFFER AREA PLANT STREA
JOB. N0: OZ-O67
eas . aura r HATCHED AREA. SHEET TITLE:
ATURAL AREAS THE KINDS OF SEED AND
IN THE SUPPLEMENTAL VEGETATIVE BUFFER I N ONE SHALL BE FERTILIZER AND THE RATES OF APPLICATION OF 5EE0, FERTILIZER, AND LIMEST
AS STATED BELOW.
SOIL AMENDMENTS
APPLY LIME ACCORDING TO SOIL TEST OR APPLY 4,000 LBS.IACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LBS./ACRE 10-10-10 FERTILIZER, SEEDING MIXTURE SPECIES
OFFICER APPROVAL FOR LANDSCAPING PLANS: TALL FESCUE, Festuca arundinacea Schreb, 100 LBS, !ACRE (P}ENFORCEMENT LIST. SU FFER VE BU EGETATI TAL V
. t G. Don 30 LBS. /ACRE PLAN T THIS PLAN APPEARS TO COMPLY WITH THE PROVISIONS OF THE CITY OF HIGH POINT DEVELOPMENT SERECIA LESPEDEZA, Lespedeza cuneafa (Dumon ) PLEMEN T. SUP ~ _IS 1
ORDINANCE CONCERNING LANDSCAPING. KOBE LESPEDEZA, Lespedeza striata (Thumb,) H. 81 A, 10 LBS. /ACRE Date _ Q ~ .~7
SEEDING NOTE Code Common Name Botan Enforcement Officer AFTER AUG.15 USE UNSCARIFIED SERICEA SEED, - - Comments ~"v~~I~ ~ Ime t3otanica! Name Qty Caliper Hei hi Spread ~ 1 ~ QQ , ~ SCALE:
p!] Ulrous Parvfclie 3 1" Container ontainer q+ au ,a SHEET N0.'
CERTIFICATE OF COMPLIANCE NURSE PLANTS Trees _ (Q) OWNER'S/DEVELOPER'S N MAY 1 AND AUG. 15, ADD 10 LBS. /ACRE GERMAN MILLET OR 15 LBS. / ACRE ASE nuee Elm u mus p ACCEPT THIS SUBMISSION AS MY PLAN OF DEVELOPMENT AND AGREE BETWEE I.O INSTALL ALL REQUIRED IMPROVEMENTS AND COMPLY NITH THE CONDITIONS OF APPROVAL MAY 1 OR AFTER AUG. 15, ADD 40 LBS. / ACRE RYE (GRAIN). ERB Eastern, Redbud - Cenels c Cerciscanadenss Container 44 o $ Cof rtainer nS
- - T o" SUDANGRASS. PRIOR TO DW Flowering Dogwood ,(,emus I ood Cc us florida - -8 5.p Container _ 0 30
Date r SEEDING DATES ~eP obhhv me - - BEST POSSIBLE No NuttailOak Quercw Quercus nutlalli ~ A0 ~V ~Q 90 -5 ~,r iContainer
Owner/Developer P'""S' FALL AUG. 25 -SEPT. 15 AUG. 20.OCT. 25 RM oaeber slhryRed n4apte nc~«;~ Zed Maple Acermbfurn octoberGlory' Uonlainar L
FEB. 15 - MAR. 21 FEB. 1 -APR. 15 (X) ADEQUATE DRAINAGE FOR BUILDING PADS LATE WINTER C STIMMEL ASSOCIATES, P.A.
ALL NEW CONSTRUCTION SITES SHALL PROVIDE ADEQUATE DRAINAGE FROM THE BUILDING FOUNDATION. CONSTRUCTION THE GRADE SHALL SLOPE A MINIMUM OF 6 INCHES W11HIN THE FIRST 10 FEET ACRE GRAIN STRAW. ANCHOR MULCH BY TACKING WITH NOTE FOR RESIDENTIAL MULCH
FROM THE FOUNDATION AS REFERENCED IN NC STATE BUILDING CODE. ADEQUATE DRAINAGE SHALL ALSO BE APPLY 4,000-5,000 LBS, f i9s calculated as one tree per 200 square feet of buffer area. Tree mixture NORTH 0
PROVIDED FOR NEW COMMERCIAL CONSTRUCTION IN COMPLIANCE WITH THE NC STATE BUILDING CODE. ASPHALT, ROVING, OR NETTING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP Buffer plantings calculated a approximately 1I3 each shad URB AND GUTTERING SLOPES. ly 1I3 each shade flowering ornamental, and evergreen. SCALE: 1'= 30'
(Y) REPLACEMENT OF SIDEWALKS AND C 1 ANY UNUSED CURB 0PENINGSIDRIVEWAYS WILL BE CLOSED WITH STANDARD CURB AND GUTTER ON CURB n,Trrn e7occ70 nni Diaanni Davtcn cTRFFTOTW: f-1 r y r.!nr CysI BF REMOVED

Norfs:
10' WIDE ACCESS DRIVE PRE CAST CONCRETE MANHOLES PROVIDE POI 1. PROVIDE POLYPROPYLENE ,e~'~a~u~~k1'~e~~
SHALL MEET OR EXCEED THE COATED STE fOttOW1NG SPECIFICATIONS: ALTERNATE ~ COATED STEEL M.H. STEPS - ~OGAR ~'s AiTfRNATf AT 12~ VERT.
MANHOLE: ASTM C-478-LATEST AND AASHTO M199 SPACING. SPACING. TOP COVERED WITH ,
A WALL STEEL: ASTM A-185 3. SEAL PRE C " SEAL PRE CAST SECTION TRASH RACK "B".
BASF STEEL; ASTM A-615 JOINTS WITH GASKET: ASTM C-361 SEALANT. 3 4 DlA ALUMINUM BARS - - JOINTS WITH $UTYL RUBBER / - - SPACED EVERY 10'
SEALANT. o e
aclrl~ v.• " ~5 , 3/4 DIA. ALUMINUM BAR i J 4~ r
5 FOOT DIAMETER PRE CAST ~ n M ,g~~
CONCRETE MANHOLE AND A EMERGENCY 78 STEPS SHALL BE COPOLYMER EMERGENCY SPILLWAY ROLLED TO 4 0 DIA. I?~,,,,,,q 79219 ~ 3/4" DIA. ALUMINUM BAR
6:42 FOOT DIAMETER X 1 POLYPROPYLENE PLASTIC OVER FOOT BOTTOM. ROLLED TO 6'0" D1A. m
785 STEEL RODS SPACED 1 FOOT ON „ U . f`
CENTER MAXIMUM. sTANDAF (3) 3/4 DIA. ALUMINUM cn z STANDARD 5' DIAMETER PRE BAR ROLLED TO 7'6" DIA. ~ z
VALVE HAND WHEEL CAST Mp i CAST MANHOLE RISER . w ~
5- 5. 4.0' a ~ 0 5- 5.0" ORIFICES SPACED AT , „ , " z = ~ U
3.19 f 3.19 FEET FROM CENTER TO 7 fi X 2 0 ALUMINUM 2' ~ D 0 0 .U
85 _ DENTE CENTER OF ORIFICE EACH ANTI-VORTEX PLATES ~ U o
VALVE STEM ° COVEF A CK ~m~WO COVERED WITH TRASH RA ~ U » " VJ ~ 'Z -iA Z
A W ° A WITH INVERT AT 790.77. a ~ VJ
BAY I O~w o ' M 1 _r;~ r:
1 ~ r p ~ Q ~
STAI CONC. WALL PRE STANDARD 5' DIAMETER w m U o PRE CAST MANHOLE BASE + 1 ~ '
STAINLESS STEEL SUPPORTS {TYP.)_ °
p 1- 1.7F
~ 0 " 1- 1.75 ORIFICES 4" w ~ ~ W ~ z z COVERED WITH TRASH BARREL 4.0 ONE QUADRANT MADE ~ w ~ Y W
9 6 DIP MECHANICAL JOINT GATE COVERE S VALVE WITH STEM AND WHEEL. RACK RACK "A" WITH INVERT 0 TO BE REMOVED FOR - ~ ~ U
VALVE STEM SHALL BE SUPPORTED m AT 787. OU AT 787.00. ACCfSS TO ffFLUENT o ~ 0 m U ~
5 NCDOT GLASS B RIP-RAP TO EFFLUENT STRUCTURE WITH STRUCTURE. OPEN ~ 784'19 SHALL 13f Cf1VTERED
~ STAINLESS STEEL SUPPORTS A ° ON FILTER FABRIC. 18 FEET
WIDE FROM PIPE TO BOTTOM MINIMUM OF EVER 1.5 FEET. OVER STEPS. U oa
SUPPORTS SHALL BE ANCHORED TO ° OF POND WITH A d50 OF 0.5 2'
FEET, A dMAX OF 0.8 FEET WALL WITH STAINLESS STEEL 24" AND A MINIMUM THICKNESS ANCHORS AND HARDWARE. BARREL 24" ~ N IW-Qo BARREL
OF 1.1 FEET. OUTLET 1.0' ~ZN OUTLET f" ~ o
E NO~n
FLOODWATER 6" DIP DRAIN. USE A MECHANICAL i% ~ _d
792.19 T(7P OF RISER / STORAGE ZONE JOINT -FLANGE -PLAIN ENp DIP BLOCKING FOR GATE VALVE 1 c ~U~ t GATE VALVE. ~ = p m 2
EMERGENCY SPILLWAY 794.19 INV. F TOP F WAL CAST INTO STRUCTURE WITH 0 0 L MECHANICAL JOINT (7N INSIDE OF N ~H~E 1 ~ o
~ STRUCTURE TO BE FITTED WITH A DRAIN PIPE AND STEM 790.77 INV. (5) 51NCH HOLES 00-YR EVENT 792.53 ~ " BETWEEN ORIFICE OUTLE BOLT STAINLESS o Q ~ E AND STEM SHALL BE PLACED m z 0 ~
ORIFICE OUTLETS. STEM SHALL .STEEL BRACKETS ON ~ ~ O z u. T . ANTI-VORTEX PLATE N ~ ~ K ORIFICE OUTLE S U Q O o~
1 -YR T 7 1 1 6 GATE VALVE. NOT BLOCK ORIFICE OU' 10 FOOT WIDE DRIVE O EVEN .91.1 11= 6.49 F T TO TIGWTEN AGAINST E- m z ~ c°v ~ 00 CONCRETE RISER 4 ~ ~ ° c
AROUND AM WALL PEAK FLOW 11= I) I I~ REDUCTION ZONE 790.77 i „ DIAMETER BASE ( Z W .m R o
III 6 DIP DRAIN. USE A I REQUIRED m ~ m ZAIN. USE A MECHANICAL JOINT ) z ~ co .Y _ Q m m
DAM WALL I I _ _ I WATER QUALITY I- FLANGE PLAIN EN _ -PLAIN END DIP CAST INTO = ~ w 0 ~ oWCp~
STORAGE ZONE 4:1 ~ STRUCTURE WITH MECH I~ I INSIDE OF STRUCTURE tE WITH MECHANICAL JOINT ON ~ ~ ~ M ~ STRUCTURE TO BE FITTED WITH Y a o c~ ~.Y
7$7 INV. OF (1) 1.75 INCH ~ - _i' " - E VALVE WtTN INVERT AT
DIAMETER HOLES ( i A 6 GATE VALVE WIT1- 787 INV. OF WATER SURFACE I~. 784,00.
. I II 2.5.1 2 EFFLUENT STF a n DENT STRUCTURE 3 TRASH RACK 6
OUTLET STRUCTURE I - I- - I 11= C28 SCALE: 1" =NONE " = C28 SCALE: 1" =NONE 1 NONE
l i 2.5:1. l l~ TOP OF SEDIMEN T _ 2.5:1 STORAGE 785 INV.
6 INCH DRAIN PIPE INV. ~ 784.00 I m ~c ~ ~
1- L_ - I v~~rn~ ~ N
II' 11 Ik ~~~0 ~ Lcc~ (n cD
~ ~ 783 I c
i I I I I' WET DE~ENTII~AI BAStN OPERATI(}N ~N~ N 'HI -IIHII~ INV. OUT. 782.00 N AND NTENANCE AGREEMENT 4 w a~ o~~ I acknowledge and agree by my signature below that I am responsible for the performance of the seven N o
784.19 ALUMINUM maintenance procedures listed above. I agree to not the Ci of Hi h Point and DWQ of an roblems with ~ o
INV. OUT STRUCTURAL . ~Y tY 9 Y p N the system or praor to any changes #fl the system or responsible party. v
' PLATE BAFFLE The wet detention basin system is defined as the wet detention basil ANTI-SEEPAGE etention basin, pretreatment including forebays. ~ U x
COLLARS 34.55' OF 24" R DONUT INLET PROTECTION CLASS °B" O ~ , Print name: Scott Toth ~ °
®6.34% RIP-RAP 1 HIGI~, 1 WIDE AT TOP Maintenance activities sha8 be performed as follows: ~ N
WITH 3:1 SIDE SLOPES. Title: ° o
1. After eve si nificant runoff roducin rainfall event and at leas ry 9 P 9 nt and at least month) : Y l~ddress: 1315 Greensboro Road Hr h Poin NC 27260 ~
o ¢ ~ r~~C00
a. Inspect the wet detention basin system for sed~nent aceum~ naent aceumuiatton, erosaon, trash a~mulatron, Phone: 336-88fi-2444 ~ ~ ~
BLIP DE~I~N DATA vegetated cover, and general condition. Si nature: ~ ~ g c ~
ITEM REQUIRED PROVIDED . o ~
5 5 824 b. Check and clear the orifice of any obstructions such that dray PERMANENT POOL SURFACE AREA 5,17 , such that drawdown of the tem ora ool occurs within Date. cn c p ryp U o ~ 3
TEMPORARY POOL VOLUME 12 508 19,932 2 to 5 days as designed. V.. o d- 3 (~a!~3
SEDIMENT STORAGE 2,823 2,93$ Note: The legally responsible party shoutd not be a homeowners association unless more than 5D% of the
_ _ c. Check and clear the trash rack of any obstructions. DRAINAGE AREA 6.22 ins. lots have been sold and a resident of the subdivision has been named the president. Q
IMPERVIOUS AREA - - 3.49 Z_
2. Repair eroded areas immediately, re-seed as necessary to mair PERMANENT POOL DEPTH 4 4 ssary to maintain good vegetative cover, mow I a Nota Public for the State of J ry J
vege#a#ive hover to maintain a maximum height six inches, an TEMPORARY POOL DRAW DOWN TIME 24-48 HR 24 HR six inches and remove trash as needed. ~ ' County of , do hereby certify that ~
10-YR ELEVATION 791.11 Q
3. Inspect and repair the collection system (i.e. catch basins, piping 1(70-YR ELEVATION 792'53 maintain ro erfunctionin . basins, piping, swales, riprap, etc.) quarterly to personally appeared before me this day of ,and acknowledge the due ~ U
PP 9 10-FLOW 7.9 22.05 2 execution of the forgoing wet [wetland}detention basin maintenance requirements. Witness my hand grad t-
100-YR FLOW - 30..27 4. Remove acc~,mulated sediment from the wet detention basins . ition basin system semi-annually or when depth is official seal, 0
y reduced to 2 feet of the original 9 foot design depth (see diagrar a (see diagram below). Removed sediment shall be Z
dis osed of in an a ro riate manner and shall be handled in a handled in a manner that will not adverse) im act
P PP p water quality (i.e. stockpiling near a wetland extended detention Y p led detention basin or stream, etc.).
z J
GENERAL NOTES: 1. ALL TOPSOIL SHALL BE REMOVED TO A MINIMUM OF FIVE FEET OUTSIDE EMBANKMENT LIMITS. The measuring device used ~ determine tare sediment elevatior v 'on Ile h th t it will ive an accurate ~ - nest ele ata shay b suc a g
2. UPON COMPLETION OF STRIPPING OPERATIONS, THE SUBGRADE SHALL BE EXAMINED BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF STABLE de th readin and not readil enetrate into accumulated sedim 0 aulated sediments. U
P 9 YP MATERIALS ARE PRESENT WITHIN THE FOUNDATION LIMITS.
3. CUT--OFF TRENCH SHALL 8E EXCAVATED ALONG THE CENTERLINE OF DAM AFTER FOUNDATION PREPARATION HAS BEEN COMPLETED. When the ermanent o I r a a r "m f e p p o depth a ds pp ox~ ately 3 50 e t ely 3.50 feet in the main pond, the sediment shall be rY
4. THE CUT-OFF TRENCH SHALL BE EXCAVATED A MINIMUM OF 4 INTO THE FOUNDATION SOIL AND EXTEND ALONG THE DAM CENTERLINE TO THE TOP OF Q
THE DAM EMBANKMENT. removed. u_
5. CUT-OFF TRENCH SIDE SLOPES SHALL BE EXCAVATED AT 2(H):1(V) OR FLATTER. el 2.00 feet in the foreba the sediment shall be
6. CUT-OFF TRENCH BOTTOM WIDTH SHALL BE WIDE ENOUGH TO ALLOW FOR A SHEEPSFOOT ROLLER TO PROPERLY COMPACT THE CORE FILL OR A When the permanent pool depth reads approximately 2.00 feet' MINIMUM OF 8 FEET WIDE. removed. Y Y, ~ SEAL
7. CUT-OFF TRENCH SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER TO DETERMINE If SUITABLE SEARING MATERIAL IS PRESENT ON THE SIDE
SLOPES AND BOTTOM OF THE TRENCH. DETENTI(?N BASMI DIAL My commission expires H BASIN DIAGRAM _Z
8. EMBANKMENT AND AROUND THE CONDUIT BACKFILL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DESIGNATED (fill rn the blanks) the blanks) Q
BY THE STANDARD PROCTOR COMPACTION TESTS (ASTM D-698). a
9. FILL SHALL BE PLACED IN 6-8 INCH LOOSE LIFTS AND COMPACTED WITH A SHEEPSFOOT ROLLER OR S1MlLAR EQUIPMENT TO THE REQUIRED DENSITY. manent Pool Elevation 7$7.00
10. THE EMBANKMENT FILL SHALL BE TESTED AT LEAST ONCE PER 5 000 S UARE FEET PER ONE FOOT OF DEPTH OF COMPACTED FILL AN P p Permanent Pool Q D ONCE ER 25 LINEAR FEET FOR FILL ADJACENT TO CONDUITS.
11. CONDUITS WHICH PENETRATE THE EMBANKMENT SHALL BE PROPERLY INSTALLED TO PREVENT THE MIGRATION 4F SOIL DUE TO SEEPAGE ALONG THE Sediment Re oval EI, 785.00 2
CONDUIT PATH OR INTO THE PIPE JOINTS. - Sediment Removal ent Removal Elevation 783.50
12. THE CONDUIT TRENCH SHALL BE EXCAVATED TO A DEPTH OF 6 INCHES BELOW THE PIPE INVERT TO ALLOW COVERAGE BY BEDDING CONCRETE. THE Bottom Elevati 783 ;F 0 ~ ti
CONDUIT SHALL BE TEMPORARILY SUPPORTED BY SOLID CONCRETE BLOCK AND 2,000 psl CONCRETE SHALL BE POURED HALFWAY UP THE CONDUIT. jJ iii
CONCRETE ANTI-SEEPAGE COLLARS SHALL BE POURED MONOLITHICALLY WITH BEDDING.
FOREBAY MAIN U MAIN POND
5. if the basin must be drained for an emergency or to perform mal DATE: ~ perform maintenance, the flushing of sediment SEPTEMBER 16, 2005
through the emergency drain shall be minimized to the maximun the maximum extent practical.
6. All components of the wet detention basin system shall be mains SCALE: shall be maintained in good working order. ,
1 -900
7. Level spreaders or other structures that provide diffuse flow sha fuse t7ow shall be maintained every six months. All
y nom the structure, ancr a ievv etevatror+snan ce 4 OPERATION AND MAINTENANCE AGREEMENT I 4606
PLAN PROFILE WET POND accumuiatea seament and debris shah be removed trom the str 1
C28 SCALE: 1" = NONE C28 SCALE: 1" =NONE
C28

e'e~pllllll/~rrr/
NOTES: °e HCAR '
10 FOOT WIDE BENCH AROUND t . PRE CAST CONCRETE MANHOLES 2, PROVIDE POLYPROPI n ~ DE POLYPROPYLENE 3/4 DiA ALUMINUM BARS
NORMAL POOL ELEVATION SHALL MEET OR EXCEED THE COATED STEEL M,H. _ OVERED WITH ~ OF~S~O :D STEEL M,H. STEPS TOP C SPACED EVERY 10 Q, m r
FOLLOWING SPECIFICATIONS: ALTERNATE AT 12A 5' DIAMETER PRE CAST MANHOLE: ASTM C-478-LATEST .AND AASHTO #1199 SPACING. NATE AT 12A VERT. TRASH RACK 'B". Q L
CONCRETE MANHOL AN WALL STEEL: ASTM A-185 E D 3, SEAL PRE CAST SEI VG. n PRE CAST SECTION 3/4 DIA. ALUMINUM BAR o~
A 6.49' X 2' BASE. BASE. STEEL: ASTM A-615 JOINTS WITH BUTYL s WITH BUTYL RUBBER ROLLED TO 4'O" DIA. ~
GASKET. ASTM C-361 SEALANT. " GI Elea NT. 3/4 DIA. ALUMINUM BAR ~ ~y° " ~
EMERGENCY SPILLW ROLLED TO 6 0 DIA. '~,,r J. Pfl® GENCY SPILLWAY rrr11/1ewd~
STEPS SHALL BE COPOLYMER 789.95 ~ 3 3 4" DIA. ALUMINUM /
POLYPROPYLENE PLASTIC OVER BAR ROLLED TO T6" DIA. U
I LET PIP ~ STEEL RODS SPACED 1 FOOT ON N E(S) ~ ~ 1 ~ CENTER MAXIMUM. F F , U uj Z
4 O~ STANDARD STANDARD 5 DIAMETER ~ ~
PRE CAST M ~ VALVE HAND WHEEL PRE CAST MANHOLE RISER T6" X 2'0" ALUMINUM 2' ~ w ~
Q 5- 9.5" OF .33' ANTI-VORTEX PLATES d a: ~ 0 5- 9.5" ORIFICES SPACED _ _ ~ ~
w AT 3.19 FE AT 3.19 FEET FROM 0 0 0 a .U2
~ z ~ CENTER TO CENTER TO CENTER OF ~ U U O O
~ Q o ORIFICE EAi ~ w ~ N ORIFICE EACH COVERED 1' „ ~ F ~ = U I NWZW Z
w ~ ~ WITH TRASt ti ~ O 7 VYITH INVER WITH TRASH RACK A z a w a N~ WITH INVERT AT 787.00, I _ 0 ~ ~ ~
~ ~ ~S I 1 ~ M U)r~r~Q ~
Q ~ ~ m STANDARD STANDARD 5' DIAMETER ~ ~ 0 ~ N w~U~~o
d ~ ® A. F E$A Q p a. MANHOLE a MANHOLE RISER tY =
° g STAINLESS STEEL SUPPORTS (TYP.) m ONE QUADRANT MADE
w° , n TO BE REMOVED FOR p
O ~ 1- 2,75n 4 ~ az 9S ~ COVERED V 1- 2, 75 ORIFICES w ~ . , ~ w ~ p 5.33 ACCESS TO EFFLUENT z w z w COVERED WITH TRASH RACK STRUCTURE. OPENING ~ ~ ~
"A" VNTH II A " ~ ~ A WITH INI~ERT AT '784.00 SHALL BE CENTERED cn ~ ~ w ~
~ VALVE STEM w~ ~ m OVER STEPS. p ~ p ~ U ~
2
5 I U o0
® STANDARD T STANDARD fi' DIAMETER ~ N
PRE CAST " " g0 PRE CAST MANHOLE BASE ~ ~ o
NCDOT CLASS 1 RIP-RAP PLACED ON ~ 10' WEIR OPENING IN 6" OIP MECHANICAL JOINT GATE ..e VALVE WITH STEM AND WHEEL. 42" 1 ~ ~ ? c~v E" ~ Q BARREL E ~ 0 ~
FILTER FABRIC. 24.5 FEET IMDE -FROM ALUMINUM BAFFLE VALVE STEM SHALL BE SUPPORTED m ~ ( L OUTLET ~ w ~ o 4.0 1 ~ ,Qm
PIPE{S) TO BOTTOM OF POND WITH A d50 OF 0.8 FEET, A dMAX OF 1.2 FEET TO EFFLUENT STRUCTURE WITH a BOLT STAINLESS ~ ~ U ^
STAINLESS STEEL SUPPORTS A AND A MINIMUM THICKNESS OF 1.8 FEET. ~ roi STEEL BRACKETS ON ~ = M E
MINIMUM OF EVER 1.5 FEET. SUPPORTS SHALL BE ANCHORED TO ANTI-VORTEX PLATE ~ ~ v o c Q tY 775.29 TO TIGHTEN AGAINST m ~ z 0 ~
WALL WITH STAINLESS .STEEL
ANCHORS AND HARDWARE. m 42" CONCRETE RISER 4 ~ ~ 0 z ~ ~ n ( F _ 42 e N._ 00~' REQUIRED) U Q ~ o ,o
BARREL -i I ARREL ro Z N
~ OUTLET UTLET ° ~ m o c Z w o
~I~ 793 TOP OF DAM EMBANKMENT II 6" DIP DRAIN. USE A MECHANICAL m o Q ~ ~Z~~
I , JOINT -FLANGE -PLAIN END DIP nn _ -w^~ r V.~ ~w~U~.. 2.0 ~ rn~M~
7~ - ~I ( I 789.95 TOP CAST INTO STRUCTURE WITH a m0..~
( I 1.00 YEAR EVENT ELEVATION 791.10 I OF RISER EMERGENCY SPILLWAY MECHANICAL JOINT ON INSIDE OF BLOCKING fOR GATE VALVE. VALVE. ,
~ ~ - STRUCTURE TO BE FITTED WITH A III FLOODWATER 1~ .II `f~,,'
~I I 10-YR EVENT 789.94 STORAGE ZONE I~ _ 6 GATE VALVE. DRAIN PIPE AND STEM SHALL E ~ I~ : _ - :I BETWEEN ORIFICE OUTLETS. STI STEM SHALL BE PLACED
I I 3.1 , - ( 6 DIAMETER PRE CAST NOT BLOCK ORIFICE OUTLETS. OUTLETS. STEM SHALL ~E OUTLETS.
~I~ ICI I CONCRETE MANHOLE AND ~ I PEAK FLOW I ~ _ _
~L~I REDUCTION ZONE A 7.42 FOOT DIAMETER X f ~ m ~
~I I - TAI 2 FOOT BASE. I IE ~I 6 DIP DRAIN. USE A MECHAN SE A MECHANICAL ,JOINT ' " ~ r~ ~ v N ~ m ~ L
787 INVERT 787.00 INV - ~I -FLANGE -PLAIN END DIP f 5-9.5 INCH HOLES EVENLY SPACED I 3:1 I 'i~ STRUCTURE WITH MECHANICAL AIN END DIP CAST INTO t=`~' ~ m ` o ~ L MECHANICAL JOINT ON 7.49 FOOT `~~sy~af" r ~ ~ ~ ~ ~
I ~ INSIDE OF STRUCTURE TO BE ;TUBE TO BE FITTED WITH DIAMETER BASE • ° c-° ~ ~ M Qwa ~ p r~ ~t
~I WATER QUALI I~ " NORMAL POOL STORAGE ZON A 6" GATE VALVE WITH INVER E WITH INVERT AT ~ p
~I I I 11 ELEVATION 784.00 85 INV. I 776.00• ~ ~ O a w ~ N ~
- 2 EFFLUENT STRUCTI STRUCTURE 3 TRASH -RACK 8 ~ ,n
7841NVERT ~ 7841NV. ~ I~ " ~ I C27 SCALE: 1 =NONE ,r 7 r NONE G27 SCALE: 1 =NONE o x
~ ~ - 1-2.75 INCH HOL I t~v ~NLr.
PERMANENT POOL ELEVA110N ~ 3:1
I I L 782.50 TOP OF _ I ~ v ¦ c
SEDIMENT STORAGE (9660 SQ FT) 1 = ~ d-
2:1 - -I ~I O ,L ~p ~ M > ~ 0
ALUMINUM _ I I ~ I ¦ (0 U ~ ~
STRUCTURAL _ =11 2:1 i PLATE BAFFLE II I 0 Y _ 0 ~ N
_I 1 1 to c
I - - _ I BMP DESIGN DATA I ~I I U o 0 3
_ I I ITEM REQUIRED PROVIDED ~ Q ~ ~ (~~~3
'I I I _ " - ~ I PERMANENT POOL SURFACE AREA 9,116 9,560 - 1 I-
DONUT INLET PROTECTION CLASS "B" ~ I 41 7 42193 l I ~Ip TEMPORARY POOL VOLUME ,0 6 , 4 6 MAXIMUM LENGTH 1 /4 I - I ~
RIP-RAP 1' HIGH., 1' WIDE AT TQP WITH SEDIMENT STORAGE FOREBAY 9,660 10,116 ALUMINUM STRUCTURAL PLATE 10 WIDE WEIR OPENING I Z
3:1 SIDE SLOPES. ' 115,40 DRAINAGE AREA - - 21.29 _I R OF 42" BAFFLE PLATE ~I~ J J _ I I- 0
BOTTOM OF POND ELEVATION 775.00 _ CP ~ 1 IMPERVIOUS AREA - - 11.40 I1 IIT ~ I ~I ~I~ d
739; PERMANENT POOL DEPTH 9 9 I II II I~ U
II I1 I I _ I I I I TEMPORARY POOL DRAW DOWN TIME 24-48 HR +24 HR 11 11 I I ( I 787.00 INV I ICI =
10-YR ELEVATION 7$9.94 6 INCH DRAIN PIPE INV. ~ 776.00 II l ~ ( I o00 ooD o00 000 0 ooD aoo 000 00o I II ~y
100-YR ELEVATION 791.10 000 000 000 000 0 000 000 000 00o LL
ANTI-SEEPAGE - INV. OUT: 773.00 10-FLOW 27 27 000 000 000 000 o DDO o00 000 00o I ( I Q ~I o00 000 000 000 0 000 000 000 ooD I~I~ ~ Z
COLLAR(S) 100-YR FLOW - 85.20 000 000 DDD DDD O DDDDDD DDD b00 785.00 INV. I o00 000 000 000 0 000 000 000 00o I
00 Doa o00 000 0 000 000 000 oDO oDO I
42" RCP 0 000 000 0 000 000 000 000 000 I n0a oDO ooD o aoo ooD o00 000 00 ( I ~ J
CORE MATERIAL SHALL BE CLAY (CL) OR APPROVED EQUAL BY THE - o00 000 000 0 000 000 000 000 0o II ~ _ I fl00 OOfl ODO 0 000 00 AOD 000 0 I ~ 0
OWNER'S GEOTECHNICAL COMPANY ALUMINUM ANGLE MIN 2"X2"X1 4" DDD DDD DDD D DDD DDD DDD DDD D I /
ATTACH ALUMINUM BAFFLE TO ~ OD DDD DDD 0 000000000 OD0 " I 00 000 000 0 000 000 000 000
ANGLES WITH 1/2 DIA STAINLESS I ~ " 'I I 000 000 oflo D Doo 000 oofl Dflo } I I~ n/
STEEL BOLTS, MIN. 12 O.C. DDD DDD D DDD DDD DDD DDD LL ~ 0 OO.D 000 O 000 flD0D00.: 000 - 1-,_ I I~ O. 9 00 000 0 000 000 000 0o II I V-
000 000 D 000 DDD 000 DD -~I I~I I
GENERAL NOTES: i oDD o00 0 000 000 000 o I~I~I~ 00o Doo 0 000 000 oDO o
1. ALL TOPSOIL SHALL BE REMOVED TO A MINIMUM OF FIVE FEET OUTSIDE EMBANKMENT LIMITS. " -II I ooD 000 0 000 000 000 o I III BAFFLE SHALL BE PERFORATED WITH 1 ~ I••I I I ~
2. UPON COMPLETION OF STRIPPING OPERATIONS, THE SUBGRADE SHALL BE EXAMINED BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF STABLE MATERIALS ARE p 000.000 0 000 000 000 DIA MOLES ON 9.5 CENTERED =11 i I- DDD DDD O 000000000 -IIF
PRESENT WITHIN THE FOUNDATION LIMITS. " r VERTICALLY AND 9.0 GENTERED ~I DDD DDD D DDD DD .DDD.
3. CUT-OFF TRENCH SHALL BE EXCAVATED ALONG THE CENTERLINE OF DAM AFTER FOUNDATION PREPARATION HAS BEEN COMPLETED. DD DDD O 000000000 ~I~I• - HORIZONTALLY. - I ~ I ~ ~ 00 000 o Doo 000 0o I~ O
4. THE CUT-OFF TRENCH SHALt BE EXCAVATED A MINIMUM OF 4' INTO THE fOUNDATION SOIL AND EXTEND ALONG THE DAM CENTERLINE TO THE TOP Of THE DAM 00 000 0 00o Doo 00 ~ I LL =11 0 000 0 000 000 0o I~
EMBANKMENT. 0 000 0 0DO o00 0 III
5. CUT-OFF TRENCH SIDE SLOPES SHALL BE EXCAVATED AT 2(H):1(V) OR FLATTER. 6. CUT-OFF TRENCH BOTTOM WIDTH SHALL BE WIDE ENOUGH TO ALLOW FOR A SHEEPSFOOT ROLLER TO PROPERLY COMPACT THE CORE FILL OR A MINIMUM OF 8 ~I o 000 0 000 000 o I I V I o00 0 000 00o I I
FEET WkDE. ICI oDO 0 000 000 ~ I BOTTOM OF POND ELEVATION 775.00 I I I I
7. CUT-OFF TRENCH SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF SUITABLE BEARING MATERIAL IS PRESENT ON THE SIDE SLOPES AND I ~ ~
BOTTOM OF THE TRENCH. ~I~ I 0 ~I I I I ~
EMBANKMENT AND AROUND THE CONDUIT BACKFILL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DESIGNATED BY THE i I 1 i l k ~
STANDARO PROCTOR COMPACTION TESTS .ASTM D-698. ( ) I I~ - i ;;1 ~ I f i U
9. FILL SHALL BE PLACED IN 6-8 INCH LOOSE LIFTS AND COMPACTED WITH A SHEEPSFOOT ROLLER OR SIMILAR EQUIPMENT TO THE REQUIRED DENSITY. D ~ 'I I I 9 IMDE BY 5 DEEP CONCRETE _ _
10. THE EMBANKMENT FILL SHALL BE TESTED AT LEAST ONCE PER 5,000 SQUARE FEET PER ONE FOOT Of DEPTH OF COMPACTED FILL AND ONCE PER 25 LINEAR FEET FOR FILL ADJACENT TO CONDUITS. FOOTING TYP FOR ALL ANGLES. r I~IbI~ I I I DATE:
11. CONDUITS WHICH PENETRATE THE EMBANKMENT SHALL BE PROPERLY INSTALLED TO PREVENT THE MIGRATION OF SOIL DUE TO SEEPAGE ALONG THE CONDUIT PATH .i IL~i fl I i
OR INTO THE PIPE JOINTS. I I I ~ ~ SEPTEMBER 16, 2005
12. THE CONDUIT TRENCH SHALL BE EXCAVATED TO A DEPTH OF 6 INCHES BELOW THE PIPE INVERT TO ALLOW COVERAGE 8Y BEDDING CONCRETE. THE CONDUIT SHALL L I~ I I r SCALE:
BE TEMPORARILY SUPPORTED BY SOLID CONCRETE BLOCK AND 2,000 psi CONCRETE SHALL BE POURED HALFWAY UP THE CONDUIT. CONCRETE ANTI-SEEPAGE COLLARS ~I~I { I- I~HI~I
SHALL BE POURED MONOLITHICALLY WITH BEDDING. ~I I~I ~IL i~ 1"=IVUr
JN:
1 PLAN PROFILE WET POND 4 ALUMINUM FOREBAY & BAFFLE DETAIL ~ 4606
C27 SCALE: 1" =NONE C27 SCALE: 1" =NONE C27

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v S00 ~ I 1 0 \ v _ _ _ _ _ WELLNESS C€~TER _ ~ ' l I / ~
~ ~ y v v I I I ~ vv - 1 / - \ ~ w - - I I ! l \ ~ \ 1st'FLO FF : / / \ - - ~ \ \ \ 1 g I ~ I ~ \ \ OR E $08:50 ~ 1 l l~ ~ ~ ` ~ v ~ l l I ~ ~ l I - ~ ~ ~ ~ ~ 1 it vvv v v v v l / ~ I ~ ,I~ I I~ I r-~ ~ ~ ~ ~ / ~ , urn ~
~ - ` _ ~ cw ~ \ ~ ~ ~ / / ( I \ \ \ \ - , 2nd FLOOR FFt` 819.83 ~ / /
_ Qz ~ ~ \ l ~ I \ \ \ ~ I / , _ _ _ , ` - o i I 1 \ \ \ \ ~Rf}}~iQ FFE:~7.96:56- - ~ 1 \ 11 ~ \ ~ \ \ I I 1 ~ ~ ~ / ~ A ~ ~ O
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11 \ \ ~ \ 1 \ 1 1 \ \ \ \1 ~ \ \ 1 \ \ \ \x \ \ \ \ 1\ \ \ ~ \ \ \ \ \ \ \ 1-- 1 1 1 \ 1 1 \ \ \ \ \ \ \ \ \ ~ \ \ , 1 \ 1 li fi, 1 1 \ \ \ \ \ . \ \ \ \ ~ \ ~ 1 \ 1 } ( I ~ 1 ~ Z _
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\ I \ \ 1 1 1 1 \ 1 ~ \ \ \ \ \ \ 11 \ ~ \ \ 11 1 \ \ \ /1 \ ~ 1 11 \\J \ \ \ \ I \ \ \ \ \ 1 \ 1 1 1, 1 J\ 1 1 \ \ \I ~ vI vvv v v v, 11 1 v vv v / I. I I ~1, ~
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\ ~ ~ 8S \ \ \ 1 1 1 \ \ ~ 1 \ 1 1 1 s1 \ 1 \ c I I 1\\ ~ ~ \ ~ / \ \ \ \ / l \ \ 1 \ 1 \ \ \ \ \ \ 1 \ ~ 1\ 111 \ \ \ ~ ~ / l I / ~ 0 VA 1 1 111 \ 1 1\ V Av vv ~ ~ ~ D. -1W v v v v~ v 1 v o vvv 11,1 v v v v v v v ~ !
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y~~ v ' \ v / / V 1 v v V \ \ \ \ 1 I \ ~ ~l ~j \ \ \ ~ / I IST~RBA CE \ \ \ \ \ \ \ \ , \ \ \ \ \ \ \ 1 1 1 1 1 \ 1\1111 \ \ \ \ \ \ \ ~ ~ Z Z \ 1 \ 1 1 1 \ 1 \ \ \ \ \ \ ~ ~ ~ _ ~ I I / ~
I \ ~ / \ \ ~ 1 \ \ / S \ ~ i i I } f\ 1. \ \ \ \ \ \ \ 1 \II ~ \ ~ ~ / v I A A \ v vvvv \v\v ~ \ 11 \ 1 1 1 1 1 11111 \ ~ ~ (7 W W I I I 1 1 \ \ \ ~ J I
II \ ~ \ I I\ \ \ \ \ \ \ I III - ~ ~ \ \ / \ I 1 \ \ , \ \ \ 11 v t 1 1 1 1 I 1\\\\\ V\ \ \ VA v v v ~ p U I III 11 \ \ \ \ ~ / ~
i \ - ~ \ / I / \ \ \ \ \ \ \ \ ~ \ \ \ 1 I I ~ A\ ~ v I V vvv vv,v vvv v v 11 1 1 1 11 I 1 \ ~ \ \ ~ ~ _ ~ ~ ~ Z Z \ l 1 I I I 1\\ \ \\1 \ \ \ \ \ ~ , _ _ , ~ _ , _ 1 1 1 1 1 1 1\1\ \ - W 1 1 1 1 1 1 1 I 111 1\ v v v~ _ 0
1 ~ 11 1 1 1 I 1 111` \ \ \ \ - NOTE: p,, Q. 1 1 1 1 1 1 1 X11 ~ T
I I I ~ \ \ \ I \ \ \ \ \ \ 1 1 11 1, II I - / v v ,1 v v v~ \ ~yv 1, 1 111 , \ \ \ \ 1 \ \ \ \ \ \ ~ 1 ~ 11 1 1 1 1 1 1 1 i \ _ ~ ELEVATIONS IN CIRCLES REPRESENT W ~ 1 1 1 1 1 1 1 1 111 \ _ 2
I I I I / \ \ \ \ \ \ \ \ ~ ~ ~ ~ i 1 , 1 ~ 1 , 1 , 1 , 1 , I 1~`~ \ ~ ~ _ - ELEVATION OF PAVEMENT. ~ _ f U
I I V A V A\ 796' \ II ~ EXTEND 48y \ \ \ \ \ \ ~ ~ ,X - Z
I ~ R SEER 2 ABOJIC \ \ III \ \ \ \ \ \ \ \ 1 ~
t INAL SURFACES \ ~ \ \ ~ ~ ~ ~ 8 0 ~ ,
\ ~ ~ ~ \ \ \ S ~ 1 ~ \ \ \ \ \ ~ 806.113 ~ ~ F~GINEER S STATEMENT OF POND AND DAM SAFETY STORMWATER CONTROL BMP INFORMATION }
1 \\I ~ \ \ ~ ~ ~ ~
\ \ 1\ ` _ \ \ \ \ . \ \ y \ \ ~ ~ ~ 1 1 \ \ \ \ \ y-- \ \ _ ~ 795.96 ~ THE STORMWATER POND AND DAM SHOWN ON THIS PLAN SATISFIES 1. THE ENGINEER'S CERTIFICAl10N WILL BE REQUIRED PRIOR U
\ \ - - / ~ \ \ \ \ -t\ \ \ x ~Q5.71\ \ -'C \ \ \ \ \ \ 1806.49 X5.87 i.71~ REQUIREMENTS OF THE NORTH CAROLINA STATE DAM SAFETY LAW TO THE FINAL PLAT OR CERTIFICATE OF OCCUPANCY. THE X5.87
~v~ vv vvv v v v v v v v v v + 05. i~ \ \ \ \ \ cS~ \ \ x \ \ \ 5.50 ~ 1 \ \ \ \ \ \ \ \ \ 8>js.74 x]5:50 ~ \ / \ \ \ \ \ ~ - \ \x ~ OF 1967 [AS AMENDED THROUGH 1995] AND THE RULES AND STORMWATEtZ CONTROL IS TO BE INSPECTED TO ENSURE IT DATE: REGULATIONS AS PRESENTED IN THE NORTH CAROLINA IS FUNCTIONING AS DESIGNED AND HAS FULL DESIGN SEPTEMBER 16 2005
\ \ \ \ \ \ x'06.52 + x 7 .21 ~9~50 \ \ ~ ~ \ \ ;,Z~ ~s~o \ ADMINISTRATIVE CODE TITLE 15A, SUBCHAPTER 2K-DAM SAFETY. VOLUME PRIOR TO ISSUANCE OF ANY CERTIFICATE OF
\ \ \ \ \ \ \ \ \ ~ 806.4, \ \ \ \ \ \ / ~9 . OX , 795. ~ EVEN IN THE CASE WHERE THE DAM SHOWN ON THIS P A 5. \ L N IS OCCUPANCY.
\ \ +806.21 \ \ \ i \ \ \ \ 7 496 DETERMINED BY THE STATE TO BE EXEMPT FROM THE ABOVE SCALE:
~ ~ \ ~ ~ NOTED DAM SAFETY REQUIREMENTS, I. AS THE QUALIFIED DESIGN 2. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING 1"=40' ,,~5'~ ENGINEER, STATE THAT THE POND AND DAM ARE DESIGNED TO BE Tug crnR~~werGQ rnnironi /cl nrrnoninir Tn Tug
1 \ \ \ \ _ onr_ nc I ~ I '7n~ an
OVD.Ui iiL ..lIVI\IYI IIlI ILI\ VVIV II\VL J /'IVVVI\UIIVV IV IIISAFE G AND ADEQUATE FOR THE PROTECTION OF PUBLIC HEALTH, APPROVED MAINTENANCE PLAN A
SAFETY, WELFARE, AND DOWNSTREAM PROPERTY. I UNDERSTAND AND DIRECTION OF THE JN:
THAT THIS STATEMENT AS THE DESIGN ENGINEER SHALL NOT CITY OF HIGH POINT. THE OPERATIONS AND MAINTENANCE 4606 RELIEVE THE OWNER OR OPERATOR OF THE POND AND DAM FROM MANUAL WILL BE SUBMITTED AND APPROVED PRIOR TO
LEGAL DUTIES, OBLIGATIONS, AND LIABILITIES ARISING FROM SUCH ANY CERTIFICATE OF OCCUPANCY.
OWNERSHIP OR OPERATION.
DETAIL A DETAIL "B" IIDII 3. THE CITY OF HIGH POINT AND THEIR ASSIGNS HAVE RIGHT
l" SCALE: 1" = 30' SCALE: 1" = 30' TO ACCESS THE STORMWATER CONTROL(S) FOR C8 =30' INSPECTIONS OR MAINTENANCE, AS NECESSARY.

1'
~~~+99N Ni~,j~~ 9p1 ~p ,944. ~\Ft5~Q6 P .fj~'
6" 6" „ " t/4"x2" BAR STOCK ®3" OC eoaey, S/~/
3 , TYP. 3 , P. w ~ V v i
EA. END 1/2" ~ HOLE, TYP. A SAL ~ -
FULLY WELD FULLY WELD 1/2" ~ HOLE f FOR ANCHOR ADA LOADING ZONE NOTES:
1 /4"x4"x2'-4" SIGN NOTES: . M NIMUM DIMENSIONS SHOWN. 1. SIGN INTERNATIONAL SYMBOL 1 I 0 G
PLATE „ 2 PA 2. HATCHING OF LOADING AREA ~~li~,~ PASSENGER LOADING BORDER DIMENSION SHALL BE A o ~
SHOWN FOR SIZE CLARITY ONLY. ~ ~ ,p, ~O ZONE MINIMUM OF 6 . 3 CURB CUT RAMPS TO BE `
t/4"x4" BAR STOCK 2. SIGN SHALL COMPLY WITH '
18.1.4 AND 18.2.2 UTILIZED AT ENDS IF NECESSARY. 6 MIN. 4. MAINTAIN "PER FOOT
Z WALL SIDE Z 9.5" 1 4"x2,. 3. SIGN STANDARD COLORS: INTL. SYMBOL -BLUE FIELD WITH MAXIMUM SLOPE AT AND LEAVING ~
BAR STOCK FULLY WELD, TYP. WHITE FIGURE LOADING ZONE AREA. ~
BACKGROUND -WHITE ~
LETTERS & BORDER -GREEN 20' MIN.
FULLY WELD ARROW -GREEN = 7' 0
2" U
7'-O" MIN. -0" MIN. ~ S~ ~ ~ SIGN ~sr3 Op ~ w z
0 0 0 t/4"x4"x3'-0" PLATE / ~ ZaW O 5 MIN. poi
M , •
W~0 3 1/2 WIDE STEEL co U
FRONT VIEW FLANGED CHANNEL ~ ' ' 0
ZWALL SIDEZ Z D SIGN POST (PAINTED pQ~ ~ S
FLOOR SI E z GREEN ~ ~ 4 F p ~ ~ ~ 0~
~ ~ SIDE VIEW FIN. GI FIN. GRADE ~ ~ ~ w ~ • • ~ w ~ M~ z w z w
!~P qk c7 ~ ~ Y U
HOT DIP GALVANIZE AFTER FABRICATION = L11~ W~ ~ 2~
ANCHOR TO STRUCTURE WITH " x 3 " _ 2'-0" MIN. BURY 'MIN. BURY o ~ o m U ~
STAINLESS STEEL WEDGE ANCHORS WITH
SS HEX NUT, WASHER & LOCK WASHER. U o0
o~ ~r wN
!-Qo
I- ~?N
3 A 3 ADA PASSENGER LOADING ZONE DETAIL. z ~ - 0 +n
C27 sc ;27 SCALE: 1" =NONE ~ j ~ ~ Q - Q
TOP VIEW c ~U+^p
~ ~=rmi E ~F-..o
1 TRASH RACK "A" o Z~ ~ m O~y i ~ OZu. ~
C27 SCALE: 1" =NONE N> ~o ~
~ Z~O~ F' ~ N
v Imo 0 Z W
I acknowledge and agree by my signature below that I am responsible for the performai e erformance of the seven z z ~ Y p
WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT . maintenance procedures listed above. I agree to notify tie Clty of High Point and DWG w ~ @} 1t and DWQ of an roblems with ~ ~ w yp ~ o a
the system or prior to any changes to the system or responsible party. rn~m.n Q co C7 ~
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays. Print name: Scott Toth
FROM RAIN LEADERS REFER
Maintenance activities shall be erformed as follows: Title: CFO p VARIES TO ARCHITECTURAL
DRAWINGS FOR LOCATIONS NOTES:
Address: 1315 Greensboro Road Hi h Point NC 27~ ~ 1. PIPE SHALL BE PVC v ~
1. After every significant runoff producing rainfall event and at least monthly: Phone: [phone] PRESSURE PIPE. ~ c ~ ~ 2. CLEANOUT SHALL 8E 6 INCH m v ~ N
DIAMETER PIPE WITH TREADED ~ v - ~ ~
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, Si nature: 9 TOP. SEE CIVI A N t ~ ~ ~ ~ ~ L DR WI GS FOR o rn o „ ~
vegetated cover, and general condition. LOCATION OF CLEANOUTS. Q w a ~ o~~
Date: ~ O ~ N ~ O
b. Check and clear the orifice of any obstructions such that drawdawn of the temporary pool occurs within VARIES FLOW ~ VARIES N d-
2 to 5 days as designed. Note: The legally responsible party should not be a homeowners association unless m ~.i ~n unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the presic O x ~d the president. ~ ~
c. Check and clear the trash rack of any obstructions. ~N
4 WYE CONNECTION FOR RAIN LEADERS TO STORM COLLECTION PIPE
I, , a Notary Public for the State of to of ~ C27 SCALE: 1 =NONE ~
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow County of , do hereby certify that o,~~~ ~>~o
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
personally appeared before me this day of , anc ,and acknowledge the due ~ ~
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to execution of the forgoing wet [wetland] detention basin maintenance requirements. Wit ments. Witness m hand and ° ~
maintain proper functioning. . Y v~ ~ Upp3
official seal, 4 ~ 0~3 to 0_' ~ 3
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
5 Q
reduced to 2 feet of the original 9 foot design depth (see diagram below). Removed sediment shall be 65 Z 8 J
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact J
water quality (i.e. stockpiling near a wetland extended detention basin or stream, etc.}. 0 DOWNSPOUT NOTE: ~
1. 4" ~ C.I. DOWNSPOUT BOOT WITH ~ Q
The measuring device used to determine the sediment elevation shall be such that it will give an accurate ANCHOR TABS, TYP. ZURN Z-191 OR U
depth reading and not readily penetrate into accumulated sediments. SMITH FIG. 1787. _
2. ANCHOR TO WALL WITH S.S. HARDWARE. ~
When the permanent pool depth reads 8.00 feet in the main pond, the sediment shall be removed. ~ 3. PRIME AND PAINT BOOTS TO MATCH DOWNSPOU ~ N TS. 0 4. USE A RUBBER CONNECTOR WITH STAINLESS STEEL Z
5 STRAPS TO CONNECT BOTTOM OF BOOT AND PVC PIPE TO
STORM WATER PIPE. ~
When the permanent pool depth reads 2.00 feet in the forebay, the sediment shall be removed. SEAL Z
DETENTION BASIN DIAGRAM My commission expires 0
(fill in fhe blanks) I U I`-A-1
Permanent Pool Elevation 784.00
0 - - 5 CAST IRN DOWNSPOUT BOOT TYP. ~ ~
Sediment Re oval EI.782 C27 SCALE: 1 =NONE
- Sediment Removal Elevation 775.50
Bottom Elevati n 775 TWO WAY CLE WO WAY CLEAN OUT ~ ~ SPACE Z
0 PRECAST CONC.
FOREBAY MAIN POND 3' WHEEL STOP =
6~
5. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment 0 2
through the emergency drain shall be minimized to the maximum extent practical. EDGE OF WALK, ,
INSERT TEE BUILDING, ETC. ~ ' ' ~ 3 TYP. LL. ~
CONNECTION
6. All com onents of the wet detention basin s stem shall be maintained in ood workin order. 6" Pvc P Y 9 g oy~ I-
7. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All ANCHOR ROD \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ MIN. 2 EA.
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be . # ~ ~ ~ ~ • ~ 5 REBAR ANCHORS DATE:
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired andlor 3' 1 1 4" BLIND HOLES 6 1 4" fD W/ MIN. 24" BURY SEPTEMBER 16, 2005 / /
replanted as necessary. FROM EACH END i
8 ' ' ' ' SCALE:
1"=100'
7 TWO WAY CLEAN 4Y CLEAN OUT
6 TYPICAL CURB STOP
= NONE JN:
2 OPERATION AND MAINTENANCE AGREEMENT C27 SCALE: 1" =NONE C27 SCALE: 1" = NONE 4606
C27 SCALE: 1" =NONE
C26

~~oo~FO~vgb~t
NOTES: 10 FOOT WIDE BENCH AROUND 1. PRE CAST CONCRETE MANHOLES 2, PROVIDE POLYP ~t ~ ~~~,i ~~~4
NORMAL POOL ELEVATION SHALL MEET OR EXCEED THE COATED STEEL ROVIDE POLYPROPYLENE 3/4 DIA ALUMINUM BARS
FOLLOWING SPECIFICATIONS: ALTERNATE AT ;GATED STEEL M.H. STEPS - TOP COVERED WITH SPACED EVERY 10' s' ALTERNATE AT 12" VERT. TRASH RACK "B".
5' DIAMETER PRE CAST MANHOLE: ASTM C-478-LATEST AND AASHTO M199 SPACING. PACING. ~ °
CONCRETE MANHOLE AND WALL STEEL: ASTM A-185 3, SEAL PRE CAS 3 4" DIA. ALUMINUM BAR SEAL PRE CAST SECTION /
A 6.49' X 2' BASE. BASE STEEL: ASTM A-615 _ JOINTS WITH 8 GASKET. ASTM C-361 SEALANT. ROLLED TO 4'0" DINTS WITH BUTYL RUBBER DIA. ~ SEALANT. ~ 3/4 DIA. ALUMINUM BAR N~~ ~(,5
- , n IR,",I ~ 016 ~~I ROLLED TO 6 0 DIA. ~
EMERGENCY SI _MERGENCY SPILLWAY ,a,~ J• i ~
STEPS SHALL BE COPOLYMER POLYPROPYLENE PLASTIC OVER 789.95 ~ sitlBiPiliii~ (3) 3/4 DIA. ALUMINUM
~ STEEL RODS SPACED 1 FOOT ON INLET PIPE(S) ~ BAR ROLLED TO 7'6" DIA.
~ ~ 4. CENTER MAXIMUM. STANDA STANDARD 5' DIAMETER ~
~b OF PRE CA ~ VALVE HAND WHEEL PRE CAST MANHOLE RISER ° " ~ ~ 7 6 X 2 0 ALUMINUM 2'
„ 5.33' ANTI-VORTEX PLATES a
Q ~ 5- 9. w 5- 9.5 ORIFICES SPACED =
~ o AT 3.1 z ~ CENTE AT 3.19 FEET FROM p CENTER TO CENTER OF ~ ~
0 Q o 4~ ` ORIFICI ORIFICE EACH COVERED 1, • • a ~
~ ~w ~ ~ w ~ ~ ° WITH 1 ~w WITH TRASH RACK A z a z
~ ~ ~ ~ WITH ~S ° WITH INVERT AT 787.00. 0 a ~ 1 ~o~
Q~ ~ ~
STANI ~ ° a: STANDARD 5' DIAMETER > ; 0 MANHOLE RISER ~ U ,
BAY ~ a .a ~ a MANH Q a
~ g STAINLESS STEEL SUPPORTS (TYP.) LL ~ a ONE QUADRANT MADE
~ 5 0 ~ 0 1- 3,. - 3" F TO BE REMOVED FOR p 0 ~ 0 0 1 ORI ICES COVERED ~ ACCESS TO EFFLUENT w ~ • • w ~
~ ~ z 9S o ~ o WITH WITH TRASH RACK "A" WITH 0 5.33 z w z~ Y w STRUCTURE. OPENING c7 ~ ~ ~ 0 ,
INVER INVERT AT 784.00 SHALL BE CENTERED cn ~ = w ~
~ VALVE STEM W ~ ~ 2 ~ OVER STEPS. p ~ ~ m U ~
2
5 ° '18 ° .
U o0
° STAN[ PRE STANDARD 5' DIAMETER ° rte. N PRE CAST MANHOLE BASE " ~ Q o
>I 1J 90 , 11 ° NCDOT CLASS 1 RIP-RAP PLACED ON ~ 10 WEIR OPENING IN 6 DIP MECHANICAL JOINT GATE a 42 1' 5 ?
FILTER FABRIC. 24.5 FEET WIDE FROM ALUM VALVE WITH STEM AND WHEEL. INUM BAFFLE BARREL E ~ ~ Q
PIPES TO BOTTOM OF POND WITH A VALVE STEM SHALL BE SUPPORTED ° OUTLET ~ z w a , 4.0 1 u. ~ Q ~
d50 OF 0.8 FEET A dMAX OF 1.2 FEET TO EFFLUENT STRUCTURE WITH a d 0 Q - BOLT STAIN_ESS ~ a 0 ~
' STAINLESS STEEL SUPPORTS A AND A MINIMUM THICKNESS OF 1.8 FEET. MINIMUM OF EVER 1.5 FEET. STEEL BRACKETS ON o m
SUPPORTS SHALL BE ANCHORED TO o ANTI-'JORTEX PLATE ~ N v o 775.29 TO TIGHTEN AGAINST o z a
WALL WITH STAINLESS STEEL ° m 0~ „ ~ CONCRETE RISER 4 ~ ~ ~ z o r
ANCHORS AND HARDWARE. 0 4c" 4t RE UIRED ° N ' ~ 4 0
BARREL OUTLET BARREL Q ) U G o ~ I- ~ z~N~ OUTLET o a m o e
_I I ° ill 793 TOP OF DAM EMBANKMENT z w o
II 6" DIP DRAIN. USE A MECHANICAL ~ ~zc~o~°c 0 ~ Z ~ _ ~W,~~
III II II JOINT -FLANGE -PLAIN END DIP =111 1= 789,95 TOP WITH O 7 ~W~pU 2.0 ~ oam~
=11 II II CAST INTO STRUCTURE Q o0~~
III 100 YEAR EVENT ELEVATION 791.10 I OF RISER /EMERGENCY SPILLWAY MECHANICAL JOINT ON INSIDE OF BLOCKING FOR GATE VALVE. =11~ -11 STRUCTURE TO BE FITTED WITH A .ATE VALVE.
III FLOODWATER I~ =11
~II~II 10-YR EVENT 789.94 STORAGE ZONE ICI' ~~I 6" GATE VALVE. DRAIN PIPE AND STEM SHE =11 -III :II BETWEEN ORIFICE OUTLETS 4ND STEM SHALL BE PLACED FICE OUTLETS. STEM SHALL
III 3:1 III =11 5' DIAMETER PRE CAST NOT BLOCK ORIFICE OUTLE ORIFICE OUTLETS.
=111 ICI ICI CONCRETE MANHOLE AND ~I I PEAK FLOW I I ~
~I~II REDUCTION ZONE _ '_ll A 6.42 FOOT DIAMETER X II- I~I~ ICI 2 FOOT BASE. 6" DIP DRAIN. USE A ME( 3~ N ~
7871NVERT III 787.OOINV III =11 N. USE A MECHANICAL JOINT oyrnm ~ N
~ 3:1 III rll -FLANGE -PLAIN END 5-9.5 INCH HOLES EVENLY SPACED -11 III 'II=I STRUCTURE WITH MECHAN -PLAIN END DIP CAST INTO m ~ o rn r~~•~ ~ ~ WITH MECHANICAL JOINT ON 6.49 FOOT
III WATER QUALITY -Ilr -11 INSIDE OF STRUCTURE TO TRUCTURE TO BE FITTED WITH DIAMETER BASE ° c' ~ ~ _ ~
= I ~ I I ~ ~I I A 6" GATE VALVE WITH IP NORMAL POOL III STORAGE ZONE III III VALVE WITH INVERT AT ~ w a ~ ~ ~ ~ ~O~
ELEVATION 784.00 III 785 INV. III II 776.00. N ~ O
_ ~ III III ICI III .III 2 EFFLUENT STRU 3 TRASH RACK "B" ~ ~ _NT STRUCTURE ~
7841NVERT -i 7841NV. I~II~ -11 " 1-3 INCH HOLE I~I~ '~I C26 SCALE: 1 =NONE I" =NONE C26 SCALE: 1" =NONE ~ x
PERMANENT POOL ELEVATION =111 III al ~ d- o ~ N ~
=11 IIF ~I 3:1
782.50 TOP OF I ~I I I ~ I _ - I I =11 ~ 0 ~ C
SEDIMENT STORAGE (9660 SQ FT) III ~I ~II~II 3:1 I III to 'p~
=1 I -1~ O i ~ t~ j ~ o
ALUMINUM il_II II ~ II STRUCTURAL 1I ~I I ~I I ~ ~ U
_ 3:1 I I =11 _ PLATE BAFFLE i l k I I ~I I U ~ ~ 1 ~ ~ ~
I I ~I' .i I ~I = 0 ~ [n
1_il III .II BMP DESIGN DATA =111 III III ITEM R UIRFD PROVIDED .II 111:.1 ~ ~ a ~
_i I ~I i ~I I ~I EQ I - 11=:1 I I. o ~ 3 =1I Ilf-.l ~
'11=11 III ~ II PERMANENT POOL SURFACE AREA 9,116 9,560 III I~ III I ~I I I ~-1 11=
III III :III=1 TEMPORARY POOL VOLUME 41,076 42,193 „ -1 I I ~I I l-1 Q 4 6 MAXIMUM LENGTH 1 /4 ICI I _I ~I I C
=111 III .II SEDIMENT STORAGE FOREBAY 9,660 10,116 II I~ - ALUMINUM STRUCTURAL PLATE -11 10 WIDE WEIR OPENING II ~I I ~I Z
6 INCH DRAIN PIPE INV. ®776.00 - II -I I 115,4p~ DRAINAGE AREA - - 21.29 _ - RC OF 42" - - BAFFLE PLATE 11 ~I I ~I I k J 1.29 - _I -1 I _I I ~I I ~I 0
BOTTOM OF POND ELEVATION 775.00 _ P p ~ ~ IMPERVIOUS AREA 11.40 1.40 III II~II~II~ ~ =1 I ~I I ~I I ~I I ~I Q
- 39; - - - _ - PERMANENT POOL DEPTH 9 9 I~II~I _iI~II~II~
II~II~III II~II~II~II~ If=111=11 I~II~II~II~I TEMPORARY POOL DRAW DOWN TIME 24-48 HR +24 HR =1111 II~II~Ii~I U ~I I ~I I 787.00 INV. ~I I ~I I ~I I r =
10-YR ELEVATION 789.94 9.94 I IIII I I IIII ~I I ~I ~
-1~1-II 000 000 000 000 0 000 000 000 000 ~~I~I- 11.10 _II~I 000 000 000 000 of 000 000 000 000 ~I~II~
ANTI-SEEPAGE INV. OUT: 773.00 100-YR ELEVATION 791.10 111 000 000 000 oao of 000 000 000 aoo II~II~I 0
COLLARS 10-FLOW 27 27 100-YR FLOW - 85.20 =1111 000 aoo 000 oao 0 000 000 aoo aoo 11~11~ z I-11~ 000 000 000 000 0. 000 00° °o0 000 ~ - 785.00 INV.
42" RCP :1~~111 000 ooa aoo 000 0 000 aoo aoo 000 -I1~~ _ 00 000 aoo 000 0, 000 000 000 000 000 i~
0 000 000 0 ooa 000 000 000 000 1~1~11 F- ~~I 1 000 000 000 0 000 000 000 000 0o II~~~II~ Z I_
CORE MATERIAL SHALL BE CLAY (CL) OR APPROVED EQUAL BY THE .I11= 000 000 000 0 000 000 000 000 00 11~11~ ~ _ I o0o aoo ooa o 000 000 000 000 o II II~II~III
OWNER'S GEOTECHNICAL COMPANY ALUMINUM ANGLE MIN 2"X2"X1 4" 111= 11 000 0°° 000 ° 000 000 000 000 0 11~11~ 0 / -
ATTACH ALUMINUM BAFFLE TO =11 ~ I oo °oo o°° o °oo oo° oo° °oo III II~II~I U „ II oo o°o 0 00° °°o oo° °o° Ii~llr ~
ANGLES WITH 1/2 DIA STAINLESS -1111 oo° °oo 0 000 °o° oo° o0o I~II~iI~
STEEL BOLTS, MIN. 12" O.C. =1111 ° I~II~I~I ~ '111 y ° 000 aoo 0 000 000 000 000 11~11~111 0
=11~~11 1 00 000 0 aoo 000 000 00 1111=11I-~ U-
GENERAL NOTES: I-I1~ 000 000 0 000 000 000 0o I~11-1 -J 'I 11 000 000 0 000 000 000 o I~I1~11~
1. ALL TOPSOIL SHALL BE REMOVED TO A MINIMUM OF FIVE FEET OUTSIDE EMBANKMENT LIMITS. =11~11~ 000 000 0 000 000 000 o ~11~ BAFFLE SHALL BE PERFORATED WITH 1 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° i
2. UPON COMPLETION OF STRIPPING OPERATIONS, THE SUBGRADE SHALL BE EXAMINED BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF STABLE MATERIALS ARE I~II~II ° II ~ I~II~I DIA HOLES ON 9.5 CENTERED -II~III-1 ° ~ - Il~llr
PRESENT WITHIN THE FOUNDATION LIMITS. VERTICALLY AND 9.0' CENTERED =111 ° II~Ii~ll~
3. CUT-OFF TRENCH SHALL BE EXCAVATED ALONG THE CENTERLINE OF DAM AFTER FOUNDA110N PREPARATION HAS BEEN COMPLETED. -1~~1 00 000 0 000 000 aoo ~Il~~ir Z HORIZONTALLY. I- - ~ 11 00 000 0 000 000 00 11~1~1-
4. THE CUT-OFF 1RENCH SHALL BE EXCAVATED A MINIMUM OF 4' INTO THE FOUNDATION SOIL AND EXTEND ALONG THE D,~M CENTERLINE TO THE TOP OF THE DAM 0 ~~I oa 000 0 aoo ooa oo 114 =11 a 000 0 000 000 00 1111 a
EMBANKMENT. ~I _ a 000 ° aoo aoo o ~11~
5. CUT-OFF TRENCH SIDE SLOPES SHALL BE EXCAVATED AT 2 H :1 V OR FLATTER. ( ) 6. CUT-OFF TRENCH BOTTOM WIDTH SHALL BE WIDE ENOUGH TO ALLOW FOR A SHEEPSFOOT ROLLER TO PROPERLY COMPACT THE CORE FILL OR A MINIMUM OF 8 :11 ~r a oao 0 000 000 o I 111 ,n =111-I 000 0 000 000 1 ~1II v
FEET WIDE. x. ~~11 000 0 000 000 1 I1~
7. CUT-OFF TRENCH SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF SUITABLE BEARING MATERIAL IS PRESENT ON THE SIDE SLOPES AND BOTTOM OF POND ELEVATION 775.00 .I I ~I I I I ~I I ~I ~Ii II III I II~II~
BOTTOM OF THE TRENCH. 11~11 I I II 'li~ll~ 0
8. EMBANKMENT AND AROUND 11-IE CONDUIT BACKFILL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DESIGNATED BY THE =11~ II III I III III I I II II~II~
STANDARD PROCTOR COMPAC110N TESTS (ASTM D-698). .II II III II III ~
9. FILL SHALL BE PLACED IN 6-8 INCH LOOSE LIFTS AND COMPACTED WI11~ A SHEEPSFOOT ROLLER OR SIMILAR EQUIPMENT TO THE REQUIRED DENSITY. 'i~ I III=11 III
10. THE EMBANKMENT FILL SHALL BE TESTED AT LEAST ONCE PER 5,000 SQUARE FEET PER ONE FOOT OF DEPTH OF COMPACTED FILL AND ONCE PER 25 LINEAR FEET FOR FILL ADJACENT TO CONDUITS. 9 WIDE BY 5 DEEP CONCRETE I I ~I I ~I I ~:I I ~I I ~I I ~I I~ FOOTING TYP FOR ALL ANGLES. ~II~II~II~II~II~II~II DATE:
11. CONDUITS WHICH PENETRATE THE EMBANKMENT SHALL BE PROPERLY INSTALLED TO PREVENT THE MIGRATION OF SOIL DUE TO SEEPAGE ALONG THE CONDUIT PATH :Il~ll~ll~fl~ll~ll~ll~
OR INTO THE PIPE JOINTS. =11 ~1 I X11'!;=11 ~1 ~ ~1 I ~ SEPTEMBER 16, 2005 I~Il~ll~_II~II~II~II
12. 11~E CONDUIT TRENCH SHALL BE EXCAVATED TO A DEPTH OF 6 INCHES BELOW THE PIPE INVERT TO ALLOW COVERAGE BY BEDDING CONCRETE. THE CONDUIT SHALL -11 ~I I ~I I ~I I ~I I ~I I ~
BE TEMPORARILY SUPPORTED BY SOLID CONCRETE BLOCK AND 2,000 psi CONCRETE SHALL BE POURED HALFWAY UP THE CONDUIT. CONCRETE AN11-SEEPAGE COLLARS ~I I ~I I ~I I ~I I ~I I ~i scALE: ~I I ~I I ~I I! I I ~I I I_I I
SHALL BE POURED MONOLITHICALLY WITH BEDDING. .II~II~:II~II~IIC 1"=100'
- ~
1 PLAN PROFILE WET POND rT~ ALUMINUM FOREBAY & BAFFLE DETAIL 4606
C26 SCALE: 1" =NONE
C26 SCALE: 1" = NONE
11-1~ I- C27

NOTES:
10 WIDE ACCESS DRIVE 1. PRE CAST CONCRETE MANHOLES 2. PROVIDE POLYPF OVIDE POLYPROPYLENE 5~,,,,,tN~,~lr
SHALL MEET OR EXCEED THE COATED STEEL I SATED STEEL M.H. STEPS - e~tee` .GAR etit~
FOLLOWING SPECIFICATIONS: ALTERNATE AT 1 TERNATE AT 12" VERT. ~.e
MANHOLE: ASTM C-478-LATEST AND AASHTO M199 SPACING. A WALL STEEL: ASTM A-185 ACING. TOP COV ED ~ ER WITH
BASE STEEL: ASTM A-615 3. SEAL PRE CAST AL PRE CAST SECTION " " ~ TRASH RACK 8 . 3 4" DIA ALUMINUM BARS INTS WITH BUTYL RUBBER /
GASKET: ASTM C-361 JOINTS WITH BU _ _ SEALANT. SPACED EVERY 10' ALANT.
„ ~ ,N g~ )
775 - 5 FOOT DIAMETER PRE CAST 3 4 DIA. ALUMINUM BAR / ~ ~
CONCRETE MANHOLE AND A EMERGENCY SPI ROLLED TO 4'0" '~r T~ C~ e e` CY DIA. rr J. ~ i BERGEN SPILLWAY „ ,,,rr~rr?~ot, eQ
6.42 FOOT DIAMETER X 1 780 STEPS SHALL BE COPOLYMER 3 4 DIA. ALUMINUM BAR 791.15 ~ /
FOOT BOTTOM. POLYPROPYLENE PLASTIC OVER 785 ~ STEEL RODS SPACED 1 FOOT ON ROLLED TO 6'0" DIA.
CENTER MAXIMUM. „ (3) 3/4 DIA. ALUMINUM ~
STANDARD 5 STANDARD 5' DIAMETER PRE BAR ROLLED TO 7'6„ DIA. ~
VALVE HAND WHEEL CAST MANN( CAST MANHOLE RISER ~
5- 5.0" „ 4.0' a 5- 5.0 ORIFICES SPACED AT , „ , „ p =
3.19 FEET 3.19 FEET FROM CENTER TO 7 6 X 2 0 A~_UMINUM 2' a
785 CENTER 0 VALVE STEM ° COVERED CENTER OF ORIFICE EACH ANTI-VORTEX PLATES ~ COVERED WITH TRASH RACK , ~ ~
A A 'MTH A 'MTH INVERT AT 790.77. ~ a z
FOREBAY ° z w
° , ~o~ 1
STANDAI STANDARD 5' DIAMETER w ` 0 ~c~U
CONC. WALL ° PRE CA' PRE CAST MANHOLE BASE 1 '
STAINLESS STEEL SUPPORTS (TYP.) ° ~ ~
~Q ° 1- 2.25" ORIFICES ~ 0 ~ o (7
0 0 1 2.25 0 ~ 6" DIP MECHANICAL JOINT GATE COVERED W 4 Z~ w~ COVERED WITH TRASH BARREL 4.0' ONE QUADRANT MADE 0 w z ~ Y w
S VALVE WITH STEM AND WHEEL. RACK »A" U RACK „A" WITH INVERT 0 TO BE REMOVED FOR - 3 ~ ~ OUTLE w ~ ~ _ _ ~
VALVE STEM SHALL BE SUPPORTED AT 787.00. AT 787.00. ACCESS TO EFFLUENT m
g~ NCDOT CLASS "B" - TO EFFLUENT STRUCTURE WITH ~ RIP RAP STRUCTURE. OPEN ~ ~ ~ ~ ~ ~ 783.15 SHALL BE CENTERED
STAINLESS STEEL SUPPORTS A ON FILTER FABRIC. 18 FEET OVER STEPS.
WIDE FROM PIPE TO BOTTOM MINIMUM OF EVER 1.5 FEET. SUPPORTS SHALL BE ANCHORED TO ° OF POND WITH A d50 OF 0.5 U oa
FEET, A dMAX OF 0.8 FEET WALL WITH STAINLESS STEEL 24" 2' ~ h 24" 0- w N
AND A MINIMUM THICKNESS ANCHORS AND HARDWARE. BARREL BARREL ~ ~ Q °
OF 1.1 FEET. OUTLET OUTLET 1.0 ~ z cv C u~~o
z ~ WO~n
FLOODWATER 6" DIP DRAIN. USE A MECHANICAL >Q~ , Q 1 ~
791.15 TOP OF RISER / STORAGE ZONE JOINT -FLANGE -PLAIN END DIP BLOCKING FOR GATE VALVE. EMERGENCY SPILLWAY 792.66 INV. OF TOP OF WALL CAST INTO STRUCTURE WITH ,TE VALVE. } ~ o N Jt=-ch E
MECHANICAL JOINT ON INSIDE OF DRAIN PIPE AND STEM SHAT 1 ~ o BOLT STAINLESS o Q ~ ~ JD STEM SHALL BE PLACED m z 0
790.77 INV. 5 5 INCH HOLES ~ STRUCTURE TO BE FITTED WITH A 00-YR EVENT 791.66 1= ~ BETWEEN ORIFICE OUTLETS. ICE OUTLETS. STEM SHALL STEEL BRACKETS ON , ~ 0 z ~ ~
10-YR EVENT 791.11 6 GATE VALVE. NOT BLOCK ORIFICE OUTLET 10 FOOT WIDE DRIVE - 21FICE OUTLETS. AN11-VORTEX PLATE N ~ ~ U Q~o.~
AROUND DAM WALL PEAK FLOW 11= 6.49 FOOT TO TIGHTEN AGAINST o a U ~ Q N C
OQ REDUCTION ZONE 790,77 11=a DIAMETER BASE CONCRETE f"ISER (4 Z w m 4 0
_ 6 DIP DRAIN. USE A MECh DAM WALL I I~ I I-I I . USE A MECHANICAL JOINT REQUIRED m ~ ~ Y ) zz 0~ o PLAIN END DIP CAST INTO _ - w
III WATER QUALITY III- -FLANGE -PLAIN END DI o w ~0 0. NTH MECHANICAL JOINT ON u. rn ~ ~
- STORAGE ZONE 4:1 11= STRUCTURE WITH MECHANIC II- II 11= INSIDE OF STRUCTURE TO E 787 INV. OF (1) 2.25 I~ =11 III ~UCTURE TO BE FITTED NFlTH ~ Q m C7 m Y
INCH DIAMETER HOLES II Ili A 6 GATE VALVE WITH IN1 ALVE WITH INVERT AT
III- 787 INV. OF WATER SURFACE _ 784.00. ~I III -
OUTLET STRUCTURE 2.5:1 11= =11 = 2 EFFLUENT STRUC ~I. VT STRUCTURE 3 TRASH RACK "B"
III III 11= II ~I I 4:1 ~ TOP OF SEDIMENT C28 SCALE: 1 =NONE =NONE C28 SCALE: 1" =NONE
I I_ = III - STORAGE 785 INV.
6 INCH DRAIN PIPE INV. @ 784.00 I=11 _ 4:1 ~I~ - ~ I I- N ~
I I~ ~ _ 11= o~rnL ~ N ~ c ~
III yll I1= I I- ~ I I 783 I I~ ='~co (n C~ c
III=-=- I~' ~ ~
I I~ I I~ I I~ I I~ I I ~ I~ I I~ I I~ I I~ I I~ I WET DETENTION BASIN OPERATION AND MAINTE~ INV. OUT: 782.00 ~-~~~-~~~-1~~-~~~-~~~ ~~-+~~-~~~-1~~-+~~ ND MAINTENANCE AGREEMENT Q w a ~ o ~ ~ I acknowledge and agree by my signature below that I am responsible for the performance of the seven ~ o ~
783.15 maintenance rocetlures listed above. I a rse to noti the Cit of Hi h Point and DWQ of an roblems with ~ 0 0 P. 9 ty Y g Y p N
INV. OUT
ANTI-SEEPAGE The wet detention basin system is defined as the~wet detention basin, ~pr ition basin ' retreatment includin foreba s. the system or pnor to any changes to the sys?ern or r sponsit;le party. c ~ p 9 Y I , O x
4.55' OF 24" RCP ALUMINUM COLLAR(S) 3 STRUCTURAL ® 2.89 PLATE BAFFLE Maintenance activities shall be performed as follows: Print name: Scott Toth ~ ~
~ N LL
Title: CFO ~ a ,
1, .After every significant runoff producing rainfall event and at least me ~d at least month ~ ly. Address: 1315 Greensboro Roatl; High Point, NC 27260 ~n
o,Lo~
a. Inspect the wet detention bare system for sediment accumulatic it accumulation, erosion, trash accumulation, Phone: [phone] > ce °
BMP DESIGN DATA vegetated cover, and genera~nditioi_ Si nature: " ~ ~ 9
ITEM REQUIRED PROVIDED 0 ~ cn
PERMANENT POOL SURFACE AREA 5,175 5,824 b. Check and clear the orifice of any obstructions such that drawtlo~ that drawtlown of the temporary pool occurs within Date: ~ ~ ~ oo~
TEMPORARY POOL VOLUME 12,508 19,932 2 to 5 days as designed. lL 0 ~t 3 ~D!~ ~
SEDIMENT STORAGE 2,823 2,843 Note: The legally responsible party should not be a homeowners association unless more than 50% of the
DRAINAGE AREA - - 6,22 c. Check and clear the trash rack of any obstructions. lots have been sold and a resident of the subdivision has been named the president. Q
IMPERVIOUS AREA - - 3.49 Z_
P 2. Repair eroded areas immediately, re-seed as necessary to maintain ERMANENT POOL DEPTH 4 4 y to maintain good vegetative cover, mow I, a Nota Public for the State of ~ ry J
vegetative cover to maintain a maximum height of six inches, and re TEMPORARY POOL DRAW DOWN TIME 24-48 HR 24 HR aches, and remove trash as needed. ~ County of , do hereby certify that ~
10-YR ELEVATION 791.11 Q
3. Inspect and repair the collection system (i.e. catch basins, piping, su 100-YR ELEVATION 791.6fi er f Ins, piping, swales, riprap, etc.) quarterly to personally appeared before me this day of ,and acknowletl a the due ~ U 9
maintain prop unctioning. 10-FLOW 7.9 22.05 x in = e ecut o of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and I-
100-YR FLOW - 30.27 4. Remove accumulated sediment from the wet detention basin s stem
Y basin system semi-annually or when depth is official seal, 0
reduced to 2 feet of the original 9 foot design depth (see diagram be disposed of in an appropriate manner and shall be handled in a man ~e diagram below). Removed sediment shall be Z
water quality (i.e. stockpiling near a wetland extended detention bas tlletl in a manner that will not adversely impact
GENERAL NOTES: ietention basin or stream, etc.). z J
1. ALL TOPSOIL SHALL BE REMOVED TO A MINIMUM OF FIVE FEET OUTSIDE EMBANKMENT LIMITS. The measuring device used to determine the sediment elevation shy elevation shall be such that it will ive an accurate ~
2. UPON COMPLETION OF STRIPPING OPERATIONS, THE SUBGRADE SHALL BE EXAMINED BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF STABLE depth reading and not readily penetrate into accumulated sediments g 0 etl sediments. U
MATERIALS ARE PRESENT WITHIN THE FOUNDATION LIMITS.
3. CUT-OFF TRENCH SHALL BE EXCAVATED ALONG THE CENTERLINE OF DAM AFTER FOUNDATION PREPARATION HAS BEEN COMPLETED. When the permanent pool depth .ads ar roximately 3.50 feet in th 1.50 feet in the main pond, the sediment shall be ~
4. THE CUT-OFF TRENCH SHALL BE EXCAVATED A MINIMUM OF 4 INTO THE FOUNDATION SOIL AND EXTEND ALONG THE DAM CENTERLINE TO THE TOP OF 0
THE DAM EMBANKMENT. removed. _ _
5. CUT-OFF TRENCH SIDE SLOPES SHALL BE EXCAVATED AT 2(H):1(V) OR FLATTER. J !.00 feet in the forebay, the sediment shall be j
6. CUT-OFF TRENCH BOTTOM WIDTH SHALL BE WIDE ENOUGH TO ALLOW FOR A SHEEPSFOOT ROLLER TO PROPERLY COMPACT THE CORE FILL OR A When the permanent pool depth reads approximately 2.00 feet in th MINIMUM OF 8 FEET WIDE. removed. SEAL ~
7. CUT-OFF TRENCH SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF SUITABLE BEARING MATERIAL IS PRESENT ON THE SIDE
SLOPES AND BOTTOM OF THE TRENCH. DETENTION BASIN DIAGRAM My commission expires >IN DIAGRAM Z
8. EMBANKMENT AND AROUND THE CONDUIT BACKFILL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DESIGNATED (fill m the blanks) blanks) p
BY THE STANDARD PROCTOR COMPACTION TESTS (ASTM D-698). a
9. FILL SHALL BE PLACED IN 6-8 INCH LOOSE LIFTS AND COMPACTED WITH A SHEEPSFOOT ROLLER OR SIMILAR EQUIPMENT TO THE REQUIRED DENSITY. ent Pool Elevation 787.00 2
10. THE EMBANKMENT FILL SHALL BE TESTED AT LEAST ONCE PER 5,000 SQUARE FEET PER ONE FOOT OF DEPTH OF COMPACTED FILL AND ONCE PER 25 p Permanent Pool Eleu LINEAR FEET FOR FILL ADJACENT TO CONDUITS.
11. CONDUITS WHICH PENETRATE THE EMBANKMENT SHALL BE PROPERLY INSTALLED TO PREVENT THE MIGRATION OF SOIL DUE TO SEEPAGE ALONG THE Sediment Re oval EI.785.00 2
CONDUIT PATH OR INTO THE PIPE JOINTS. - Sediment Removal Eleu removal Elevation 783.50 ~
12. THE CONDUIT TRENCH SHALL BE EXCAVATED TO A DEPTH OF 6 INCHES BELOW THE PIPE INVERT TO ALLOW COVERAGE BY BEDDING CONCRETE. THE Bottom Elevate 783 p
CONDUIT SHALL BE TEMPORARILY SUPPORTED BY SOLID CONCRETE BLOCK AND 2,000 psi CONCRETE SHALL BE POURED HALFWAY UP THE CONDUIT. 1
CONCRETE ANTI-SEEPAGE COLLARS SHALL BE POURED MONOLITHICALLY WITH BEDDING.
FOREBAY MAIN POI U MAIN POND
5. If the basin must be drained for an emergency or to perform mainter DATE: form maintenance, the flushing of sediment SEPTEMBER 16, 2005
through the emergency drain shall be minimized to the maximum exi maximum extent practical.
6. All components of the wet detention basin system shall be maintains SCALE: be maintained in good working order. ,
1 -100
7. Level spreaders or other structu,~ that pride diffuse flow shall be flow shall be maintained every six months. All
m the structure, and a level elevation shall be 4 OPERATION AND MAINTENANCE AGREEMENT 4606
PLAN PROFILE WET POND accumulated sediment and debris shall be removed from the structu 1
C28 SCALE: 1" = NONE C28 SCALE: 1" =NONE C28

LOTS 67-68 OrS 63- ~ . a RIVERSIDE PARK SUB, RIVER 64 >p n n I I P SIDE ~ 5 0
P.B. 5, PG. 320 p•B. ARK SUB. z 4 m~ U ~ _ ~ O n 5, P ~ti~ 4 ~a
''+P ~ G• 320 0~ Q~ 100' STREAM BUFFER M o}gym ~}_4
~ aW ~aQ~ ~ ~ ~ Lors _ w+xm ~ w~ o~ i~ L• 8. BRIDGI 63 LOCATION MAP Lors 95-97 C'` _ r a' a ~ ~ zw PB ERs sue. ~i~sa areast~
- ~ LO 66 ~ 4 4 20 p RIVERSIDE PARK SUB. ~ + z m G. 22 (NTS) P.B. 5, PG. 320 IVERSIDE . a: i ~ ~+~.i O ~ 6aa rt~d t o% ~ ICJ
~K SUB. OT 65. ~ + LOTS 64-66 LOT 69 . ~ i ~ ~ ~ I ~ ~ e)~ ~ W-yip <e ' ~ I LOT 69 r , P`;~, ~ a r p~ m
Qa~E P.B. PG. 3 0 RIVERSIDE 30 BU~'~ , B. BRIDGERS SUB. C.C. JU511` ~P ~ P RK SUB: \ R Yp L. B. eRiDGER, ~c~ R$"~ P.B. 20, PG. 22 C.C. JUSTICE ~ fJ91tN ~ ~ I' I V ~ ~ L BRiDG R i._ .i D• NtIGN~ ~U ~ B E S 5U8. ES , ~ 3 ~
0d~ P.6. , PG: 32D \ + P.B. 20, PG. ' Sp. ~ ~ P.B. 20, PG. 22 ,'1.1- - _ ~ d m 3
i \ . 5~ ~ . FAR \ a--- ' Dk; m 71
LQTS 93-94 , \ " BUF \ . ~ RIVERSIDE PARK SUB. ` i, ,I ~ ~
a P.B. 5, PG. 320 \ • " REA~ \ r ~ n ~ ~ ~4 , i:. ~ r I , 1~
SITE z guF tl I 0 100 200 ~aea a ,i r I; hl
s ~ ~ 3 a LOT 130 a / i/ ~ I ' C, C. JUSTICE LOT 130 { ~ ' C, C. JUSTICE I' i,=
- / z PROPOSED ~ B. BRIDGERS SUB 5S' ~ . B. BRIDGERS SUB. LB. BRIDGES SUBDIVISION f P.R. 20 PG. 22 U
.l,. NEW COTTAG S ~ P.e. 2D, Pc. 22 r ~ ~ 7 L,(}iS 133-135 P.B. 20, PG, 22 ~ , I ~
~ z ~ ~ 5 ~ o (j~ UB. BRIDGERS SUB. o ~ ~0 \ f-
4 o ROBBINS A~ - 4 ~ . P.B. 20, PG. 22 o A E• ~ 6 \ 0 ~ ~ n:
\ ? , p 2 76 77 X 78 79 X 80 81 x 82 83 X 84 x 85 86 X 87 ! 88 89 ~ 90 TAX PARCEL 51, BLOCK ~ , 0 0 { I 1 LONNIE C. WILLIAM 0
A ~ r.o ~ \ kF '9' , ~ ~ ~ g0, v v ~ v v v ? ? r ? ? n ? , ~ ~ D.B. 2201 PG. ~ C)
a S ~ ~Rb ~ ~ ~ ~ ~ gUFFST~'F~9 o°~ ~j~ I °m~ o ~ F' ~ ~ o~~ ~ ' 1 ~ (n
O4o R ST ~ - W 9 'S' LOT 141 LOTS 137 139 D~' 6E~5 ~ '9 RIVERSIDE RIVERSIDE PARK SUB. ~ 3 ~ ~ 3 mor Wmr ~~r cr war- Dr ~Av~cs 91 I I GO WW Z \ ~ACn -o-mcn N~cn o~cn A `t'tiw ~~O-~ I I Z ~ W
i ~R PARK SUB. 7 12 ~ -J P.B. 5, P.B. 5, PG. 320 / ~ ~~ST.`'~. WS" O=` i> Nom- Wm- o~C ~ , Q O
I 14 r PG. 320 C 14 UFFFR~M . " r~ ~?~m -onDi~ ~zm vzm ~ov~ ~ ~ O ~ o 0 0 {0 ? o o c~ f > r 0
LOT 140 a RIVERSIDE PROPOSED 11 n n n Can ~n n ~ 1. ~ mx Wax ~x ,max ,?x sv~ ~ ~ U
PARK SUB. ~ g Pd PROPOSED ~ ( ~ a o • o ~ ~ v ~I _
P.B. 5, BRANCH 2 ~p CRESTwOOD CL PER P.B. 60 PG. 40 PG. 320 TURN ~ D D D ~D ? D ~ ~ ~ ~ ~~i COTTAGE (TYP.) ~ I ~ , I , . '0 Y7 -d 'D ~ ~ ~ ~ !s1 C ~
AROUND rn 15 J V ~ J J V \ f:. ~ W~ ~ Q J W W W W W W
MAN ! o - - ~ I I ~ _l__ - - - - - - ~ ( I ; ;;1 Z W Z ~ W - ..J -
~ t7 PUBLIC ASPHALT ~ 1 ° a~ 15' ELECTRICAL ~ ~ 9 16 Qz _ _ _
~ 1 EASEMENT ,
5' CONCRETE ~DEWALK INSIDE i•~ ~ - ~ / , 2fi 2fi i 6 . ~ ~ ~ fi / ~ t--_~
- - _ - _ RICHr-o~-wAY (TrP.) , _ - - - - - - - - _ --PRIVATE ROAD - _ - - i -I 18 ~ ~ ~ [ rr
_ ` _ f _ I i ~ ~ ~ ,f 6 29 EXISTING ~ _ j'~ ~ _ ~ p . - , I,` _ ~ 6 - °-1 ~ COTTAGES ~ _ 'j ° d~
_ ~ _ ~ ~ _ ~ ' . I i o ~ ~ ~ - _ ~ W r
~ , ~ . ~ t ~ - .i ~ ~1 ~ - i--. . ~ p ~ _ 26 F i t~. ~ ~ , - PRIVATE GOAD V • _ ; - . ~ _ ~ - Z ~ v , z
' _ ~ , _ ~ 6 ~ , - _6 ~ 60 ACCESS - - ~ ~ I ~ 6 ~ ' r- ~ rG;i ,y.- _ ~ _ . , a _ ~ ~ i EXISTING - I ~ ~ ~ _ , COTTAGE. - _ E
.I ~ ~ ( '~r ~ 41 5 CONCRETE SIDEWALK OUTSIDE ~ y N - ~ EASEMENT ~ ~ ~ ~ ~ - - , _ e - ' ~ r., , RIGHT-OF-WAY IN 5 SIDEWALK 5~... ,,i ~ ~ r'i 6 ~ i ~ - ' k TYP. _ _ I 26 STRe _ S m
- f - i li > i P . . 0 \ ~ , - RO - ~ ~ ~ ~ - EASEMENT _ " ` . _ _ 2fi ~ ~ 1 ; 8UF - ~ 'A'V co L - _ T. F
4 ~ ` f l p ~ ~ _ r 26 _ ~R , ' r~ E
T ~ 15 ELECTRICAL ~ ~ - . - ~ _ T EASEMENT i j , ~ ~ I ,i _ EXIS `y` , X , = _ 30 RY SEWER SrR~. 5p,. I o Z ~ x U
ti _ - ; . i - 4L ~ ~ I ~ yv r~ 26 SANIIA - ~ AM ~ m 0 0 Q 26 D4STUR6ED AREA .a NT . ~ BUFF - f e _ 0 Z ~ ~ ~ _JhRTH 157 SLOPES E~M ~R . ~ Ic
ti, % ~ . ~ . RENOVA 1Q NG Bl)kLDING `tip L.x _ __OR GREATER . --r' ? Q 0 p O 26 - W ~ _ U .o
~ ~ _F~Ot~ FT`fNESS ~NTER;TO - - ~ ' _ _ _ ' - _ ~ 0' ~ I U R'0NO _ - ~ _ ~ .y W 07 ~ p
s~ ~ CHAPEL , COTTAGE. DEMOLI N ~~"..B ~ i ~ ~,,r ~ ; REQUIRED, SEE;,~iC ~TUR,~ - r_ ..r- - ~ i ~ (n lp p ~ f- ~ ~ U ~ ~ ZZtDY
~ _ / ~ ~ ~ 5 /y~N1r ~ PLANS. 26 ~~i \ ~ f17 :D ~i _ ~ - W V a
- ~ ~ ~ ,i i' 1v ~ ) ' 1 JI Il r _ - ff ~i - " . ~~r r/ 33 O W c0 U ,WET ~ ~ Q coo C9 M ~
. ~ ~ << - 3 - ~ 6 ,y, , , _ _ 2 ~ ~ . _ ~ _ _ ti , f - c _ , ~ '1 E~~JENTI0IV i ~ ~ „
~ ~i r nr ~ ~ ~I ri A N I,i; , ~ • T ~z,o,~~ k~ l 1 t `y ~ i l ~ rrr ~ POND ~ ~
{ ~ J ~ _ " I) , r ~ ~ ~ APPROXIMATE LOCATION OF 100 YEAR
~ r _ 'I ~ ' OR ~ _ ~ ~ - ~ ii ~ - ~ FLOOD ZONE ZONE AE PER I~ ~ ~ ~ ~ COMMUNITY PANEL #370113 000$ C ~ ~
~e~.0 ~ ~ ~OTy F E ~a L t0~, RENOVA ALA CAR r--' ! i5 = ~ ~ ~ 'r ~ x'70 , ~ p NE ~ , G I;" ,rte ~ A`~1' ' MAP REVISED: MAY 18 1998 ' 6R ~
N , ~ ' 125 BE 1N1S~pt1 _ r ` 'U I ~ ADM g 20 ~ ~ NOTES:
24':, p of ~ , 1) TOTAL SITE AREA: 70.19 AC.f c cu ~
r ~ _ - ' - w - ® ~ 2 OWNER: MARYFIELD INCORPORATED ~ ° m N 50 STREAM ) ~ ~ 07
-'1~~~C - i 6 . ~ 5 CONCRETE ~ ; F ~ ADDRESS: 1315 GREENSBORO ROAD " c c to c0 BU. F~..R ~ c ~
SIDEWALK OUTSIDE "n f - ,r i p - lg r HIGH POINT, N.C. 27260 ~ c ~ ~ ~ r~
RIGHT-OF-WAY IN 5 Z ~ .3, SIDEWALK ~ , ' - STOP SIGN _ ~ f ; PHONE: [phone] ~ ~ d w ~ 0 1~ ~t ( ) ~ ~ j~ ~ ~
Dt , EASEMENT Z - TYP.) X 5 3} TOTAL AREA TO BE DISTURBED: 21.50 AC.t r -;j o 0 WptiK 25 .~~C 4 ~ ~ N ~
v. ,2 ~ ~ 0 0~0. ARE ~ ~ ~ )THIS SITE IS LOCATED IN THE CITE LAKE WATERSHED CRITICAL AREA (WGA) yADE ~ pA~ TIER 3. ~
~ ~ 6 ~ ~i
. " 11 ~ ` _ _ - R THE R E,~ 1Mp A 5) THIS SITE IS LOCATED WITHIN A FLOOD PL AIN AND IS SHOWN ON THE o x DRAWING. N tl
~ 0~~~ LP~O H LNG CO O - - - I _ o - _ 6} SEE _ANDSCAPE PLANS FOR DETAILS OF ON- SITE SIDEWALKS, TRAILS AND o ¦
~ S~ NEW L1 `ti ~ ~ t~-0 EMERGENCY ~ PLANTINGS. ~
PROPOSED 20'x20' ~ jR~G ~H~ S S~" t; " ...r-~ ~ , I 7) SIDEWALKS ALONG GREENSBORO & PENNY ROAD SHALL BE 5 FEET WIDE CONCRETE , ` o ~ ~
SIGHT TRIANGLE R~-S OF P pP~ 8~ ACCESS/ G• ~2 RZ R. P t./ p P E 2~ 5 PG' / / Q~~ 35 EX STING SANITARY SIDEWALKS. t~7 ~ 0 SEWER EASEMENT ` > c0 ~
P 0 2~ d ~ 21 6" ~ e 21 8) SIDEWALKS ALONG GREENSBORO & PENNY ROAD SHALL BE WITHIN THE RIGHT-OF- ' ~ ~ ~
~ ~ 0• - ~ PROPOSEO GS NDEPENDENT LIVING 4~.: ` ~ TENT uViNG { WAY ALONG ~ " ~ ~ ~ ~
5' CONCRETE SIDEWALK ~ CHAPEL & APARTMETITS TMeNTS - THE RIGHT-OF-WAY LINE UNLESS OTHERWISE NOTED. o n CITY LAKE ~ I ~ ~ ~
~ o COURT YARD COMMUNITY COMMONS , - , ~/5' OFF RIGHT-OF-WAY I o~ 1 & WELLNESS CENTER Y coMMONS - ~ 9) SIDEWALKS OUTSIDE THE RIGHT-OF-WAY SHALL BE WITHIN A SIDEWALK k o ~ o .SS CENTER ~ ~ 45' EXISIING SANITARY r I
~0 SIDEWALK EASEMENT ~ ~ ~ ~ S ~ SEWER EASEMENT EASEMENT. , ~ o ~ ~ i (f)~'t~?r
' ~ mo ~2 Q ~ h DFSTURBED AREA ry ~ ° a o ~ ° / / WITH 15% OPES ~ 10) SIDEWALKS SHALL B£ CONSTRUCTED TO SAVE AS MANY TREES AS POSSIBLE, „ ,;i - WHICH IS WHY THERE IS SIDEWALK OUTSIDE THE RIGHT-OF-WAY.
O ti 2 ~ d r! 11) EXISTING TREES SHALL BE TRIMMED TO PROVIDE 6 FEET OF CLEARANCE t'` z
Q - - BETWEEN THE LOWEST BRANCH AND r l THE SIDEWALK SURFACE. J
~ h~o ~ • 15' ELECTRICAL ~ ~ _ ~ 12 ALL EXISTING UNDERGROUND UTILITIES SHALL BE LOCATED BEFORE 0
mh ~~ti QQ. EASEMENT ~ / DEMOLITION AND GRADING. LY
\ Q ~ ~ , ; Q o a - NEW TRAIL 13) DUMPSTERS TO BE SCREENED IN ACCORDANCE WITH SECTION 9-5-1(D) OF THE
/ SEE ~ ~ / LANDSCAPE - HIGH POINT DEVELOP T R I A U MEN 0 D N NCE. i =
~ / PLANS FOR - - - ~ ti c .
CROSSWALK ~ ~ ~ DETAIL STOP SIGN f ~ ~ ---1
STOP SIGN ~ TYP. 19 (TYP.) b t ) . , , I o 19 r ~ ' Z
\ .
~ ~ ~ ~ ~ ' U ~ /
~ MONUMENT SIGNS ~ \ ! AND STONE o ~ Hj~ n F- ~ •sn Z
ti \ COLUMNS SEE ~e ~ A ~F.., ~
~ LANDSCAPE PLANS / p~ 0 aNr \ STRUCTURE HEIGHT MAX. HEIGHT # OF UNITS UNITS ALLOWED ~ e oi~y ~ ~
~C~" / ~ " ~ V\ STOP SIG 1 NEW COTTAGE 16' 16' 1 47 o ~o~ ~ M~rS \ ~ U ~ ,r„~~ ...r.~ A~ ,
~ ~ ~ ~ ~urs~.; a w S rF ~ ~~A A ppn
2 NEW COTTAGE 16 16' 1 47 - '~o ~ ~ ,o Q f NEW ENTRANCE \ O?~ . e~' ,~~,QO~ _ B[1
3 NEW COTTAGE 16' 16' 1 47 AND ROAD ~w e ~ ~ NEw ~ DER O 2 ,';;:,t, LL
IMPROVEMENTS ' Q ~ ry° ° 00~~~• ~ ~ MAINTENANCE 4 NEW COTTAGE 16 16 1 47 ~Q ~ ^ ~o~ ~ ? o Q / U ~ ~ / 30' EXISTING F- SO' ~ - / ` ~ ~
I w~'~ ~0 0 c~t~~ ~ Q ~ BUILDING 5 NEW COTTAGE 16' 16' 1 47 e-e. ~ e" ~~oz~0o Q "~o ~ ~ ~ ' SANITARY SEWER Q ~ ~ ~ ~ f!"" EASEMENT ~ 2 C~
/ ~ APPROXIMATE LOCATION OF 100 YEAR
~ a 6 NEW COTTAGE 16 16 1 47 5' CONCRETE SIDEWALK INSIDE ~ ~ ~p~ ~ • `O ~~m ce ~ \ FLOOD ZONE ZONE AE PER i ~ COMMUNITY P NEL X370113 0008 C
> RIGHT-OF-WAY TYP. ~ Q o ~ °o 7 NEW COTTAGE 16 16 1 47 ( ) e-e. ~ ,~e, ~ ~0 e z o wr~? Z MAP REVISED: MAY 18, 1998
8 NEW COTTAGE 16 16 1 47 ~ o ~ ~ , \ 50' EXISTING ~ ~
~ ~ e 9 NEW COTTAGE 16 16 1 47 ~ ~ e' ° 1 SANITARY SE R . ~ . ~ ~ / I ~ EASEMENT _
\ ~ ~ ; I -
10 NEW COTTAGE 16 16 1 47 F ~ " ~ ~ a • ~ r / / h ~ ~ I ~
11 NEW COTTAGE 16 16 1 47 CJ ,Q ~ ~ ~ _ ;I ~ LE.
r9 '9 15' ELECTRICAL 12 NEW COTTAGE 16 16 1 47 S,p O ~ EASEMENT °h / ~ ' p m
13 NEW COTTAGE 16 16 1 47 '9~ \ ; ~ ° ~ ~ ~ - ~
J ~ \ w / ~o 14 NEW COTTAGE 16 16 1 47 'o°~ ~o ~ _ a
o ~o ~ ~ I Z
15 NEW COTTAGE 16 16 1 47 ~ \ o Qom? ~ .'~y~ • G' 5Q J~ ~ 1
16 NEW COTTAGE 16 16 1 47 ~ k-'~ " ~a ~~m o~ ~ ~ ~ ~ o / f DATE: ,m o ~o = ~
, o z 17 NEW COTTAGE 1 47 STRUCTURE HEIGHT MAX. HEIGHT OF UNITS UNITS ALLOWED ~ ` - ~ '~e 16 16 # ; o ~ fie, ~ ~ , _ 'I SEPTEMBER 96, 2005 Q ~ ~ j 1
i~~ ;~~i ~e Qry° 00a 1 NEW COTTAGE 16 16 1 47 22 NURSING HOME 21 35 125 125 v nom Q`ti ~ v'7 0 'I
o ~ / ~ ' ~ SCALE:
19 INDEPENDENT 44' 46° 133 133 23 ADMINISTRATION 1 ~ e ,ei ~ LIVING APARTMENT OFFICES 21 50 1 F~ rnn~rarrr cinrwni ~ i~ici~~;~' o~ e~'o~ ,~4, Q 1..=100'
HOME FOR AGED RIGHT-OF-WAY (TYPu` \ ow°~~ w0`~w. U 0 ~O Q`" o ~ ~ Qv ~ \ s
MAINTENANCE ° ASSISTED LIVING 24 17 18 1 1 JN:
20 21 35 48 48 BUILDING Q FOR THE Q Q QP Q s°~° ~0~~9 4606
PHYSICALLY FRAIL 34'/ 50 35'/ 50 1 25 CHAPEL STEEPLE STEEP 1
LE COMMUNITY
21 COMMONS & 44' 45' 1 1 26 EXISTING COTTAGE 16-35 16'-35' 29 47
WELLNESS CENTER 27 EXISTING CONVENT 35' 35' 1 1 4wti Q~ ~
C3 P~ Q ~

- - -
i r ~ ~ ~ n .0 I ~ ~
T C5.0 E C5.0 WATER NOTES: SEl SHEET C5.0 q SEE SHEE __C5.0 _ SEE SHE . 2 ~'i ~ 1. WATER MAINS WILL HAVE A MINIMUM OF 4 FEET Of COVER. q L -
~-n _ G'~ n ~
25 2. IF POSSIBLE, FIRE HYDRANTS IN PUBLIC RIGHT-OF-WAY WILL BE LOCA 9~ ~ ON THE RIGHT-OF-WAY LINE. HYDRANTS SHALL Q CATED AS SHO ~ y E LO d'3 ,i O~ ~ ,38 ~ 9~~~os _ , I, 1~ ,t th ~4~se '~~r ~ '
ON PLAN VIEW. ~ i 0 r y , ~r ~
i 3. EXISTING PAVEMENT TO BE REPAIRED AS SHOWN ON SHEET C20 OR iA i-:- ~I ~ 4 ~ ~ '~t ~ r-GftIOP,"IN~T
REPLACED A5 REQUIRED (OR BORED AND JACKED AS SHOWN). 10 ~ L u ti~.~, 1 w r.. ~ " ,°"Ga T~ L. 806.9 ~ ~
4. ALL WATER LATERALS AND METER BOXES FOR COTTAGES SHALL BE 3/4 8"x22.5' ;.j, V-E~._ 183: 0 ~ o r i ~ , d
MEETING CITY OF HIGH POINT STANDARD SPECIFICATIONS. 8"x6" TEE BEND 1
5. FIRE HYDRANT (FH) ASSEMBLIES 5HALL MEET CITY OF HIGH ~l ~ 't EXISTING
POINT'S STANDARDS. ' I~ ~ 1 e ~ COTTAGE ~ o
6, ALL SERVICE CONNECTIONS SHALL BE COPPER, FROM THE WATER MAIN TO FH 11 7HE METE „ „ ~ _ ~ ~ "r ~~at.~h'toM'
~ 10" PERFORATED 8 x8 14 ~ s ' ~ ~ i 13 15 ~ ' ~ ~ ~ I r ~ f,
2 L PIPE FRENCH DRA{N 12 TEE d b /
10
8x11.5 0 » „ ~ ~ , , ~ 8x22.5' p ~ F ~ ; ~ m '40 ~ ~ ~3fS P,
BEND ~u 34 Q 8x22.5 BEND ~ ~ w x22.5° _ .
BEND END » 8„x22.5. ; ? ~ ~
V . 55 ~A ~ ~ p z 8 GV BEND PRIVATE ROAD w ~ w ~ 39 8x22.5 U ~
P R5 ' CHAPEL, WALKS, LANDSCAPING, 36 43 ~ ~ o 8 x22.5 42 8x22.5° ~ ~ U ~ 36 ,RETAINING WALL SHALL BE BEND BEND " w ~ z ~ r
8"x11.5 7 N ETC. SEE LA DSCAPING AND , R50 2A' ~ ;BEND z d z ~ z ~
5 BEND ARCHITECTURAL PLANS. e b ~ COUNTRY MAN - - „ w w KEYSTONE . D 8x6 TEE - F p u~ 0 0
7 ° x OR APPROVED EQUIVALENT ~ :8x8 , , _ ~ ~ ~ ~ ~ r, TEE ~~~N~N DESIGN & SEALED BY V R 17 .8;~ DIP ~i > ; D w p o
PIPE CHART (ALL STRUCTURES ARE CLEAN-0 TS) ~ e K ~ o , - wcaUoU,- FOR SHOP DRAWING W, 8»x22.5' 8»x2 .5` WATE LINE ~ ~ ~`i ~ , ,
STRUCTURE SLOPE UPPER LOWER PIPE PIPE PIPE 51 ~ ~ 51 SEE GRADING PLA BEND BEN j ~ '
FROM TO % INVERT {NVERT LENGTH SIZE M TERIAL 2~ ~ ~ ~A o .,~/``~-5 2~. FOR HEIGHT 12 R
A B 0.50 793.50 792.73 153.29 10 RCP ~ ~ HANDICAP SIGN J L ~ 7 B C 0.50 792.73 791.96 153.93 12 RCP (TYp.) 8" TAPPING ~ ~ o c~
C D 0.50 791.96 791.56 79.43 12 RCP "x11.25 ` BLEEVE_& I zw z~ Yw
3 M O D E 0.50 791.56 790.96 119.28 15 RCP ENp 58 6 ~ CLEAN ~ ~ , VALVE ~ ~ , U I tn~ 4= w~
S• \ ~ CURB E F 0.50 790.96 790.83 25.51 15 RCP OUT S10PS 41 H w~ ~m z~ a D U L1 ~
F G 0.50 790.83 790.20 125.72 15 RCP ~ \ ~ ~1L 14 ~ ELECTRIC 10 EDP(: DROP INLET
57 (TYP.) 5 H I 0.29 806.00 805.56 153.29 8 RCP ti . . TRANSFOE~MER 18 ti PA n n (RATE EL. 795.9 i cn
9~ I J 7.19 805.56 794.50 153.93 8 RCP R20> 8 -y~ > ' D 15 nn ~ o0 ' ~ V n ~ INV. EL: 792.81 I o ~r
, 3~ 56 » I
K L 0.50 806.00 805.75 49.13 6 RCP 7 ti G . 6 nn _ ~ wN ti.G ti.. 8 x ~n ~ f,; t-4o ~ TEE ~'Q, n ! ~ z
L M 0.50 805.75 805.66 19.06 6 RCP 5 P~' y ~ Q M N 0.50 805.66 805.22 87.35 8 RCP 6x45° 9 U~~o z E .0 ~
, ~ ~ BEND ~ ~ ,h 2 n ~ ~ woo
0 P 0.50 806.00 805.65 69.31 6 RCP 0 _ ~ y 5 ~ ~ FH ~ \ ~ C~ f~ I ' Qm > Q cfl U n Off, >S~ ~ EY U ~
P Q 2.55 805.65 802.50 123.75 6 CP-` ~ 4 ~'~DdWN SPOUTS ~ ASSEMBLY , o ~
FH ~ 8 6 LOA DING R S 0.50 793.00 792.68 63.72 6 RCP 5 ~ V. 8"x$" V 9 I ro E )I (TYP.) C SEE n c ~ ~ a NG TEE 40 4 PV n F c d a X ~
6 ~ 0 DOCK S T 0.50 792.68 792.32 72.46 8 RCP 9 ~ \ 80fr,00 FDC n 44 ~ a z y .,K \ PLUMBING CC ~ U 0 Q c FDC ~ n i= o z w~
T U 0.50 792.32 791.86 92.76 10 RCP 8" REDUCER ti P 1 >S1 8" RPZ VALVE IN PLANS ~ , - _VE IN 8 R D~ n 72 ~ N- X 0 0
U V 0.50 791.86 791.44 83.86 12 RCP 6 x6 x6 TEE 12 ~ g pVC VAULT WITH SUMP ~ n OUTLET PROTECTION ~ ~ ~ o ~ I SUMP ~ ~ ~ ~
6" GATE ®0.5% PUMP o 4 rn. n ..CLASS ~2 RIP RAP) ~ ~ ~ c LOWERED 19 z ~ w m ~ o
W X 0.50 793.00 792.48 102.75 t 0 RCP 2 > ~ ~ X Y 0.50 792.48 791.90 116.00 12 RCP VALVE n, 4,- a ~I 4 RPZ VALVE BACKFLOW R ' ` 805:07 4 PREVENTER IN HOTBOX 4 x<,)0 n FEET , . ~ P. to ~ o La = 30.90, v o x OW ~ SIDEWALK n Q~ z z BENZ ~ n w ~ 29.00 ~E;~ T - w
Y Z 0.50 791.90 790.74 232.00 15 RCP ~ ~ CO INV. ' n L.F. OF 18 r - (TYP.) n - FEET ~ o w c, THICKNESS - 2.0 Q o Q
Z AA 0.50 790.74 790.31 87.00 15 RCP CAS SERVICE AND ~ 806.00 Dmax = 1.4` FEET ~ Q ca p v S 4 PVC SEE n ~ , ~
AA BB 0.50 790.31 789.36 1-91}.00 t RCP ~ ~ ~ METER 8Y OTHERS PLUMBING ~n n S T n
BB CC 0.50 789.36 788.69 134.00 18 RCP ~ ~ - T S OF GRID ~ ~ COORDINA E SUMP D y 4 SAN. F 47 LAYOUT POINT: ~P PLANS
59 ~ SEWER 14 S CONNECTION rn ~ r N: 818371.96 JNECTION ~ n CO ~n
~ CONNECTION ~`IP „ 4 PVC r 12 ER R22 8 PVC ~ ~ E:1716311.07 . PLUME 4 PVC SEE n E INV. Q ~ , PLUMBING ~ ,
11 E~ z S PLAN PLANS -DOWN SPOUTS (TYP) 794.00 4 WEST DETENTION
13.65 10 \ n INDEPENDENT LIVING, 9 4 _ PVC _ m 4" PVC SEE PLUMBING POND L rn
w 46 ~ - COMMUNITY COMMONS, & U ~ PLANS n v rn m ~ N m ~ ~
N 11 WELLNESS CENTER 61 z c~ WAT 24 _ _ .3 a z o NECTIO ~ 1st FLOOR FFE: 808.50 ~m~o ,I c c - (n CO 50 ~5 n ~ k~_,a ~ ~
w ~ ° 1~ ` .2nd FLOOR FFE: 819.83 X ~ 00 60 ETER, A ~ . -c 83 X ~ ~ ~ ~ ~ ~ d ~ ~ ~i
Z > ~ ~ G ~`OROUND FFE: 796.50 _mw LT AND R Z ~ COORDINATES OF GRIC? n n Q w a ~ o ~ d- 0
a w 12 i A 4 P~~SEE , , ~ 61 51 WITH HOTBOX s UT POINT: nn A ~ o ~ LAYO ' n n ~ ~ , , ~ o
~ ~1 V. .PLUMBING IN 79Z 8 N: 818454.77 ~ n Gq ~ N E.17 609. ~ ~
;i~ . H ~ PLA~f-S~~ i , Y nnn F I ` , » p ^ n Sq EX 24 RCP ~ ' o x
00 ~ . " _ , ~ - ' 4 , VC SEE ~ n tii~ INV, ~L. 785.4 ~ d- o
~ ~ A'. ~ • ~ cJ 52 in , ~ N 62 N " W ~ PLUMBING n n ~ ~ ~
~s. ~ 4 PVC SEE A - ~ PLANS ^ n 7- ~ ~ o ;
P PLUMBING , PLAN5~ 4 PVC SEE n n! ~ ~
~ I ~P ~ ` PLUMBING n n n.~ ~ o co ~
DISTURBED AREA 6 x45° ~ , \ 8 PVC SEE , PLANS nn n A > ~ ~ nn ~ ~ . ~ ~
BEND ~ J t WITH 15% SLOPES PLUMBING ~ ~ n n ~ " s;~ ~ u~ (f` 2 ~ acs: n n ~ t'" ~ ~ d- U
,~,+1/: ~ g ~ in OR GREATER N A ~ iv ~ \ PLA S _-~fi ~ ti--
~I,;;~'~ ~ - INV. i' ,',I , o ~ ,__5 FOOT` ~E.. ~ , 13 778.89 4 PVC SEE ~ . ~ ~ ~ y 2 ~ ~ DISTURBED AREA ~_XISliNG ~ ~ ~ ~ . ~ / A~~ ~ ~n , MA~NHOf_~ x th-~ - '~l U o o ~ ~ ~ WITH 15q SLOPES n n ~ ~ ~ `~:I ~
' PLUMBING CONCRETE P~ 3~' OR GREATER n n_.. ~ . ~ ~ ~ ,,.a ~ o ~
EXISTING ,~``~~.SIDEWALR~ ~ 9 PLANS ~ n
MANHOL 4n PVC SEE P{PE CHART P5 6 PVC SEE ~ ~ ~ ~
_ PLUMBING STRUCTURE SLOPE UPPER LOWER PIPE PIPE 4" PVC SEE FROM TO % INVERT INVERT LENGTH SIZE 'E PIPE PIPE ~ PLUMBING AA ~ PLANS ~ I Z
PLANS B PLUMBING 10 11 5.93 805.00 802.10 48.89 30 NTH SIZE MATERIAL ~ J 39 30 RCP ~ n ~)4iSTING ' OI~TLE PROTECTION '
14 PLANS 11 12 4.54 801.90 798.50 74,95 30 ~ Q 95 30 RCP ' - 'MANHOLE dLA S 1 RIP RAP ~Y
i CO 12 13 6.07 798.30 795.00 54.33 30 33 30 RCP ` n La - 1.0 FEET ~
' 13 14 6.01 794.80 792.60 36.60 30 TEND 48 RISER ~ G n d 60 30 RCP ~ Q T , ,I U n n W - 4.50 FEE I
ABOVE FINAL ~ PRIVATE F 14 15 4.56 792.40 790.50 41.69 30 15 16 5.38 790.30 788.50 33.49 30 .9 30 RCP ~ CL THICK ESS = 2:0 FEET ~ ~ ~ ~ ~ 49 30 RCP ~ n , ,
IRFACE. SANITARY 16 17 1.38 788.30 786.80 108.46 3fi Dimax = 1.2 FEET I- ~ .46 3fi RCP STRUCTt1RES CHART I ~ ~ ~ ;i W
SEWER E 17 18 1.30 786.60 786.00 46.23 36 APPROXIM/~TE n~n TRA1L SEE ~ ! ~ i 23 36 RCP s STRUCTURE RIM IN IN IN OUT n n n ~ L l7
INV. 778.89. 8 PVC 18 19 1.42 785.80 784.00 126.44 36 .44 36 RCP R ^ n LANDSCAPE LAN Z n ~
~ 4" PVC SEE ~ 54 24 24A 2.06 808.00 806.50 72.78 15 _ - nn FOR DETAIL ,,<<,~~ J 10 1 $ ~ Q 78 15 RCP - n ~
EXISTING SANITARY SEWER ~ PLUMBING 24A 57 3.93 806.40 803.50 73.77 15 - - ~ E'- 77 15 RCP _ - ,gin
6 . ~ ~ PLANS EASEMENT (WIDTH VARIES) 57 58 0,74 803.40 803.20 26.97 15 4 ~ ' P~; t~+,~i~~'~ Z ~ )7 15 RCP _ 0 - - 7 4 8 ` ' 1 I 30 ~ ~
EAST DETENTION 58 50 3.34 803.00 800.40 77.94 15 OU`CLET PRQTECTIO 94 15 RCP 4 _ - _ o~
POND ,('CLASS., B RIP 13AP) 34 11 1.11 805.00 .804.70 27.03 15 D3 15 RCP _ - - GAZEBO AND ~i. / ;
• 'Ld = 17 FEET 4 PVC SEE N .1 0 S ~ ~ ~ ~r~ ~ _ PAVERS SEE k ,,r _
PLUMBING W = 19:0 FEET 35 36 0.64 801.60 801.00 93.67 15 67 15 RCP _ - LANDSCAPE PLAN ASEMEN ~a ~
1. ALL UTILITY IMPROVEMENTS TO BE CONSTRUCTED I ACCOR ANCE _ PLANS 36 12 1.19 800.90 800.40 42.21 15 THICKNESS - 1.4 FEET \ ?1 15 RCP 8 7 - :w ~ - S - - - FOR DETAILS. ~ ~ tJ_
WITH THE CITY OF HIGH POINT'S PUBLIC UTILITIES PECIFI ATI0~1~ D ax - 0.9 FEET m .52 24 RCP 8 - _,p
DOWN 38 14 15.97 818.40 795.00 146.52 24 AND DETAILS. ~ ~ 4A - H 0 . / , - - x ~ ~ ~ / I ` `
2. GENERAL CONTRACTOR TO NOTIFY PUBLIC UTILITIE A D EN~INEERiNG ' \ SPOUTS ~ (T~) 39 15 3.70 792.50 791.50 27.03 15 }3 15 RCP ~ _ _ ~ . I - W
SERVICES DEPARTMENT PRIOR TO CONSTRUCTION. C 6 0
40 4 .4 790.50 7 . 0 115.17 18 3. ALL WATERLINE TO BE PC 350 DIP. D 1 0 3 90 0 17 18 RCP Z I_
41 18 3.37 789.80 788.50 38.56 18 4. ALL DIMENSIONS TO FACE OF CURB INV= 56 18 RCP - . r ® W
782.00 UNLESS OTHERWISE NOTED. \ 42 43 1.78 795.80 795.50 16.89 15 39 15 RCP ~ , ,
' ' 43 44 6.86 795.40 785.80 139.99 15 5. PARKING SPACES 9X18 TYPICAL .99 15 RCP _ - 7 _ - ~ ~ ~ 7 /
> A TRAIL SEE ALL S{DEWALKS 5.5 WIDE MEASURED FROM BACK ~ 45 47 0.70 802.90 802.70 28.78 15 _ - _ - _ I ~ _ _
/ ~ LANDSCAPE PLAN 6. OF CURB UNLESS OTHERWISE NOTED. 46 47 0.56 802.90 802J0 36.Ofi 15 ~8 15 RCP _ _ _ Dfi 15 RCP
FOR DETAILS 47 48 0.49 802.50 802.00 101.15 15 - - 1 B- BLANKET ELEC~'R1C UTILITY EASEMENT AGREEMENT 1s 1
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF HIGH POINTS PUBLIC 48 49 0.96 801.90 801.30 62.25 15 6 - I - ~ I 0 25 15 RCP _ -
SERVICES DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. ~ ~ ~ 49 50 1.58 801,20 800.40 50.64 15 i4 15 RCP CITY ;'1 _ - THE GRANTOR, IN RECORDING THIS PLAT, DOES HEREBY ACKNOWLEDGE AND GRANT TO THE L ,
8. UTILITIES MATERIALS INSTALLATION AND TESTING SHALL BE IN 50 51 3.69 799.60 793.50 165.41 24 SEWER NOTES; x.41 24 RCP - - OF HIGH POINT AND ITS SUCCESSORS AND ASSIGNS A BLANKET URLITY EASEMENT FOR THE 4- 1 P T U 17 24 RCP _ i g ~ .4 0 40 7 9,6 PURPOSE OF INGRESS .AND EGRESS TO ERECT, CONSTRUCT, OPERATE, MAINTAIN, PATROL, INS EC , I
CONFORMANCE WITH THE CITY OF HIGH POINT'S STANDAR P N 51 52 1.45 793.30 792.40 61.97 24 D S ECIFICATIO S. 1. SHORING WILL BE REQUIRED WHERE 1:1 DITCH SLOPE 52 53 3.63 792.20 788.00 115.79 24 _ PAIR R'MOVE AND RECONSTRUCT UPON ALONG ACROSS AND UNDER SAID PROPERTY , .79 24 RCP SERVICE, RE E ,
9. PAVEMENT MATERIALS AND INSTALLATION SHALL CONFORM TO THE NCDOT CANNOT 8E MAINTAINED AND ALL APPLICABLE OSHA 53 54 2.77 787.80 787.00 28.86 24 7 0 - FOR THE PURPOSE DF MAINTAINING ELECTRIC LINES, TOGETHER WTH ALL RIGHTS AND PRIVILEGES 36 24 RCP _ 8 ,4 - - NECESSARY FOR CONVENIENCE OF FULL ENJOYMENT Of USE OF SAID LINE AND RIGHT TO ENTER , DATE:
STANDARDS. REGULATIONS SHALL BE FOLLOWED - - RANT R FOR RIGHT AND PR VIL GES HEREIN GRANTED. OVER ADJOINING LANDS. OF G 0 S I E I,,,; -,1 SEPTEMBER 16, 2005
2. MANHOLE RINGS AND COVERS WILL BE TRAFFIC BEARING. 55 56 1,41 802.50 801,00 106.17 15 10. CONTRACTOR SHALL NOTIFY THE CITY OF HIGH POINTS UTILITY DEPARTMENT AND 3. PRE CAST MANHOLES WILL CONFORM TO ASTM C478 56 50 5.31 8Q0.80 800.40 7.53 15 ,17 15 RCP - - - - 3 15 RCP THIS EASEMENT ITSELF CONSISTS OF 5 FEET FOR UNDERGROUND LINES AND 15 FEET FOR t `
ENGINEERING SERVICES DEPARTMENT 48 HOURS PRIOR TO CONSTRUCTION OF UTLITIES. 59 61 4.26 796.80 795.00 42.26 15 (MANUFACTURED BY OLDCASTLE OR OTHER STATE APPROVED 7 .50 OVERHEAD LINES MAINTAINED BY THE CITY OF HIGH POINT EXTENDING TO EITHER SIDE AND _6 15 RCP _ I I SCALE:
11. DOWN SPOUT COLLECTOR SYSTEM SHALL BE PRESSURE RATED PVC PIPE WITH 60 61 0.74 795.20 795.00 27.01 15 Ol 15 RCP _ - - RUNNING ALONG THE DISTANCE OF ANY UTILITY UNE OF THE PROPERTY. ~ , .M
Q inlru rl cnnlni irc AC c~n~A,AI nn. TUC f1DA\AliAirC MANUFACTURER). „ „o one on ~nz cn G~ nn .n ~ ~ oro
" 1111\11 vL_L_n 1-7 or v"Y" " v Mn"""713' 4. SEWER MAINS WILL BE LOCATED 5 FEET FROM THE EDGE OF v1- 4'`9 "Y'"" - - GRANTOR COVENANTS AND AGREES NOT TO CONSTRUCT ANY STRUCTURE OR PLACE ANY PAVING
12. DOWN SPOUT PIPES TIE INTO CAST IRON BOOTS AS SHOWN ON SHEET C23. T 62 53 2.18 793.20 788.00 238.93 15 PAVEMENT OR AS SHOWN ON THE PLAN VIEW. .93 15 RCP 59 _ Y - - 796.80 OR PLANTINGS (OTHER THAN SMALL DECORATIVE PLANTINGS) OR OTHER IMPROVEMENT PERMANENT
13. SEE LANDSCAPE PLAN FOR SIDEWALKS, CROSSWALKS, & LANDSCAPE DETAILS 5. EXISTING PAVEMENT TO BE REPAIRED AS SHOWN ON SHEET Cl 798,01 - - IN NATURE ON THE EASEMENT HEREBY GRANTED, WITHOUT CITY APPROVAL AND THE CITY SHA JN: Q _795.20 LL
14. ALL ON-SITE UTILITIES SHALL BE CONSTRUCTED TO CITY OF HIGH POINT STANDARDS. HOWEVER, ALL C20 OR REPLACED AS REQUIRED (OR BORED AND JACKED AS 1 - C 1 795.00 795.00 - 4. NOT BE OBLIGATED TO REPAIR, REPLACE, OR RESTORE ANY SUCH STRUCTURES OR OTHER + 4606 IMPROVEMENTS DAMAGED, DESTROYED, OR REWVE$-Fr-'GRANTEE IN SERVICING, MAINTAINING, Cl 62 7 793 5 793.20
UTILITIES NOT LOCATED WITHIN A PUBLIC EASEMENT OR PUBLIC RIGHT-OF-WAY SHALL BE PRIVATE SHOWN). REPAIRING OR REPAA CH U
WITH MAINTENANCE TO THE WATER, SEWER, AND STORM SYSTEMS PROVIDED BY THE HOMEOWNERS 6. ALL SANITARY SEWER LATERALS FOR COTTAGES SHALL BE
ASSOCIATION OR PROPERTY OWNER'S). 4° MEETING C.O.H.P. STANDARD SPECIFICATIONS. l 1 1 0- ~ m
15. DUMPSTERS TO BE SCREENED IN ACCORDANCE WITH SECTION 9-5-1(D) OF THE C.O.H.P. DEVELOPMENT 7. ALL SANITARY SEWER MAINS SHALL BE SDR-26 PVC. ORDINANCE. C4 OWNER LOPER~ DATE
- , -

T_1
°ti~_ ~ ; ~,;i~ yr , _ - - ~ i ;I i' r ~ SEE SHEET C4.0
. . 1, ~ ~ iy -r r I! 1 'I ~ I
, ~1!`.~ lr~ r` ~ I 41tl6t~~f~a, ~~J
P , IPE CHART ~b ~r ~ ~ ~ J I ' ; , ~ ~ ~ ~ v ~ ~ N~: ..i r~. ~ 1 ~ ,a t;~ ~ - II a m e
+ PIPE PIPE PIPE ~ , LOWER ~ ! ~ ~ ~ ~ ' , i ~ ~ STRUCTURE SLOPE UPPER I _ a ~ _ ' I f
` lay r SIZE MATERIAL r ,-r.~, r INVERT INVERT LENGTH . a~, ;1 ~ ~ ~f~ ~ ; i ~ , I FROM TO ~ 3 / C ~ r ~!1 . ~ P ~ RC , i 4 7 2 .9 , ~3 /
286 ' i ; 10 825.80 ~ ~ . ~ • '1 8 ~ 82 0.80 2 1 RCP ~ ~ " ~ - - P ~,fr ~ I ~ i'. _ i G ~
2 3 1.58 825.60 825.00 37.95 24 - ;r _ , ` RCP , 4 2 67.33 4.60 824.80 821.70 ~ 3 4 RCP ; ~ . i ~ I I £ O 1 ~ R
.70 1$2.76 24 ,,~„,w,~~~~ ~ ~ ~ ~ f" y 812 ~ ' i 821.50 4.82 U , I', 4 5 r~. 8X22.5 ~ ~ ~ 1
0.90 39.64 24 RCP ` t ! ADJUST MANHOLE 6 4.04 812.50 81 ~ F 5 - ~ ~ RCP ~ ~ ' ~ ~ EVEL r,. I~`1 BEND ~ . . ~ q p~ td .g. n n Y~~ s4 .q
6 7 0.98 810.70 808.40 235.09 30 ~ i ~ R{M ~O BE L T E ~ ~d13 i9PR pi& 8x6 E I., < ~
7 8 1.04 808.20 807.20 96.13 30 RCP ~ i t, ,t, WITH SIDEWALK I RCP ~ ~ ~ ~ • 806.50 30,27 30 ' ' " 1.65 807.00 ~ , ~r , ~ ~ 8 9 a - ~ Q o
10 0.98 806.30 805.20 111.97 30 RCP a ~ ~ ~ I , i I ~ $ x22.5' ~ a
BEND Ls , ~ ~ ~
823.50 32.13 15 RCP ~ . ~ f~~~ 1 1 3.11 824.50 ! ~ 20 2 ~ ~~Wr, , ;i ` w. 0 26.96 15 RCP ~ ~t , , ~ ; ~ 1,7 i 82 40 ~ w ~ 28 j o: Q
3. 82 , 6.31 , 4 ; _ TED 1 A 2 r RELOC + ~ ~tt~ ; ~-~1~',r ~ ~~i EXISTl1~~ PACKING LI~HT ; ~ 8"x22.5. ~ ~
22 23 1.37 814.50 814.30 14.56 15 RCP ! ~ I I a ~ BEND { o z ~
15 RCP ~ ~ ; G ~ ; i ~ 60.78 , 14..10 813.50 r ~ ~ ~ 23 25 0.99 8 ~ ~ • ~ - ~ I I = ~ ~ ~ { U w ~ j ~ 0 SwF z~~
0 15 RCP ~ ~i, ~ ; 7.0 2 .i .70 10 .30 8 13 25 6 9.63 8 : ~ , 'i' PRIVATE ~ ~ t~ r , . ROAD , . s. z
i j' - ~.a ~ ' P rn r i,ti r - a z 7 1 - 40 ~ z~w awn
26 27 16.20 829.00 813.00 98.79 15 RC ~ rt~,~ ~ ~ ; ~ ; I; ~ i„ SEE ;,~~RCHITECTU~AL _ _ 27 6 9.29 812.80 811,65 12.38 15 RCP i DRAWINGS FOR NORM R Q~~ ' ~ q T~ c~v~cv
DRAIN-D1'T`AILS OR NlN ~ „ $0 ~ I ~~0 ~,oo D qpp G 8x11.25° i w~ ~ o~
815.00 814.70 27.13 15 RCP _ . FH 28 7 1.11 ~ PROF ' SSEMBLY PROPOSED Rq Rp qj I ~ , ~ o ~ ~ ~ W1N V ( g>> BEND
t~` ~ ' ~ - _ 6 PVC 15 RCP - MANHO 2g 9 1.11 811.50 811.20 27.00 ~ STORM DRAIN {TYP.) % Tll MANHOLE OVER GS ED •SH I " S ~Q q(C Wq
- ~ n _ EXIS . . ii „i EXISTING LINE FF 9 ~ ~ , ~ GR q~ F R(~ ~ ~ ,
RCP , ' 7.55 15 •.J _ - _ INV. 32 33 0.74 832.70 832,20 6 33 ; INV. s27.1o qo, fiN kFy N~ n ~ ~ o ~ PV p Wlp ON, N1 ,I z~u z~ ~w
15 RCP , / - - . _ _ _ - - 179.01 _ _ - 33 8 9.97 $26.30 808.45 _ _ _ r I; ; - I . , ~ I_. tq y Fs 4 ~ ~ - ~ OR . p 0(7N i C m ~ Q = w ~
RCP , (TYP S y
37 10 11.94 824.00 806.50 146.52 i q ~q y o b o r~0 OFD qN0
~iG~ ~ i~' NEATLY CUT 'M~,. .I HANDICAP NS S ~ r,~ ti /
( i 4 PVC SAN. SEWER ~ ~ ~ EXISTING 'i „ Op ~ 0~ / m 8 FVC SIGN (TYP.) CURB m r~ ~ V o0
~ ~~~fl' 1i~ ~ '~I ~~I CONN. W/ CLEANOUTS 4 ~ STRUCTURES ,HART ~ ';d~• PAVEMENT , l a~ DOWN STOP ~°ffi" ~ ~ ~ ~
OUT.. ~ I j' POWER CO. STRUCTURE RIM IN IN IN i ~ R ~yy ~Y~~ ; BEFORE pOtIT , ~ ~ w N / m
~~,~I,r~a ~ , ~ ! TRANSFORMER SEE T ~ ,t„ REMOVING ~ I DOWN - 8 .1 ~ `r'~ - - ~ . i, ELECTRICAL PLANS T- DOWN COI=LEt'TOR V ~ 1 ~ - ~ ~ ~ ~ ~-N
- ask, ~ ~ SPOU sPOUT ~ G . E
E > > 11.77 26 27 ; _ Q
. Q ARE _ ~ . ; PATIO ~ , . . 4 PATIO AREA ! , i = a~~
- I 1 . 0 ' - 2 DETAILS sl - 1 ~ ~ r~ ~q,, ~ ~ ~ ~ 1,. ~ , ~ cn E DETAILS SEE 4 5 I>. ? ' j N ~ o ~ 22 ~ I c d~X ~
L LANDSCAPE ~ m o z p Q
n • ; - PLANS PLANS rn N r-~ / ; ~ ~ 0 z~~ ~ 8x8 „ H a
i ~ - ~g~;' v ~ ~`~Vll~f~l ~.'r ~ Yj 10 PVC ~ TEf / ~ ~ N ~ Q a o ~ x 2.5 ~ zoo N
4~ ~i - _ - N ATLY CUT WN I: F'" DO B ND ~ ~~o c T ~ - moo SPOU , ~ Z ~ w
1 _ . 0 ~ RELQCATED ~ ~ ~ EXISTING '%pLLECTOR R2 k : ~ z ~
- - , ;;SIGN ~ , ~ , _ NEW HOME _ - - 4 ~ 'i'~. ~~OPOSED AVEMENT AGED ASSN NEW HOME FOR THE - 24 21 ~ ~ Q ~ z ~ ~ - - w ~
1 ~ • LANDSCAPE - ;'i~r~: ~ ; ~ ~ BEFORE AGED ASSISTED LIVING ~ : ~ ` DRAIN ONTO GROUND \ ~ w ~ o ® o a IMPAIRED ~ ~ ~ ~ COGNITIVELY
- ~ ASPHALT ~ ~ d ~.LOA~Ja~ AN FOR COGNIIIVEL' - - ~ n=,. ;NEW OVING PL - I _ _ ~ ° I'" PAVEMENT ~ :~r~ . DOCK.. EM DETAILED DAYCARE ~ c~ Q .I ~ DAYCARE /THERAPY o R12 5 `
/ - _ ! . ~ LAYOUT OF 1ST FLOOR ~ -C 6 ~ 1ST FLOOR FFE=838.78 I
15.4 ~ OOR - I _ REPLACE COURTYARD ND FL (TYP) ND FLOOR FFE=849.6 24
' EXISTING CURB a . _ - , i,. PATIO ~ 16 \ ` 'I PATIO AREA
i ; ' . INLET WITH - H 41 - ~ ~ ~ II DETAILS DETAILS SEE _
_ DRAIN INLET t 7 - MH 41 ~ 1--, LANDSC LANDSCAPE ~
i PLAN l . ` S. PLANS ~ c ~ u~ _ .L N
W N - i RELOC%TED .~ti...~-- DOWr ~a ~ m DOWN ~ \ ®~~t ~
OVER. ' LIGHT` ' 1. WATER MAINS WILL HAVE A MINIMUM OF 4 FEET OF C SPOU SPOUT { 8' x22,.:5' \ r ~ ~
OCATED ~ ~ TIE EX. SANITARY SEWER IN PUBLIC RIGHT-OF-WAY WILI BE L ti _ >`r_,~ 2. IF POSSIBLE, FIRE HYDRANTS - - _ - {TYP" TYP) BEND ~ ~ o ~ ~ ~ { j QWQ_ O ~ ~
I E. HYDRANTS SHALL BE LOCATED AS SHOWN ~ . _ _ _ CONN. TO PLUMBING ON THE RIGHT-OF-WAY L N . _ _ _ . 6X45' BEND - SEE ARCHITECTURAL 8 PVC 1 p" PVC ~ o
ON F SAN VIEW. DOWN ~ ~ ~ ~ u DOWN ~.rl ~ N
HOWN ON SHEET C20 OR , i_ DRAWINGS. YARD FDC WITH SIGN 3. EXISTING PAVEMENT TO BE REPAIRED ASS 6"X22.5' BEND SPO..,T ~ , SPOUT ~ ~
P ACED AS REQUIRED OR BORED AND JACKED AS SHOWN). RE L ( n ~ FOR COTTAGES SHALL BE 3/4 , n COLLECTOR 21 I COLI_ECTOR I ; o x
4. ALL WATER LATERALS AND METER BOXES ~ 6 RPZ VALVE & ARD SPECIFICATIONS. ~ ~ ~ TO ~ ~ C .NNE 4 20 ~
MEETING CITY OF HIGH POINT STAND ~ ~ _ VAULT DRAINED r ~ T FH ASSEMBLIES SHALL MEET C`11'Y OF HIGH _ , I ' ~ DAYLIGHT ~N= o ~
5. FIRE HYDRAN ( } ~ i CHAPEL ~ ~ N 'S STANDARDS. ~ ~ " ~ ' - - - - POI T TO HA?4P ~ 'c ;
6. ALL SERVICE CONNECTIONS SHALL BE COPPER, FROM ;.T,1-IE W-ATER MAIN ~ ~ i i ~ ~t 6 o+~~E
. SIGN (T~"~. 6 PVC THE METER ~ f "X90`8 D - DOWN ~ ~ EN n ' ~ PRIVATE ~ ~ ~ ti ~ U
~ I~~W ASPHALT , ~ i ~ j DI~?~` SPOUT ,E F ROAD ~ U N ~
PAVEMENT ~ ~ - k ~ I ' n t : „t ~ LL CT R / ~ (J
t- ~ t ~ ~ NEW ENTRANCE \ 1 - ~ o ~ ~~.5 n » I ~ ~ 8x6 TEE ~ U o O 3
~«r , ~ PROPOS6Q,; F.H.
' RENOVATION FOR (125) BED HEALTH ~ ~~f
. _C = " 11 ~ ° ~ CARE & ADMINISTRATIVE OFFICES _ - ~ 6" VALVE 1 ~
T _ t ~ ~ \ ~ - „x22.5° ~ `I 6 FH a!~' , " Z
f-- r, t C R _ ~ ~~A ~ ~,itl~~. ; . 3 / ~ a J
\ k i t ~ rrnn ~ ti ~ v! 35/ ~ I
~ +r~-~ i ~ - - i Il4 . p FIRE / i ~ f ~ l / i V,
i I 1 7~": , RELOCATE EXISTING U
Y=~` ATLY CUT i. ~t- RANT. SEE LANDSCA , / ~ ~ ~ ,a,~~ ~ r . HYD i 9i F ~ F ~ _ i Z
ARCHITECTS PLANS FOR -G EXIST1NG;~ ~ 9 T G' N ,y tx
PAVET ~ Ck~ SPI ITARY SEWER TYING COURTYARD CHA _ ~F N tic ~ F F (j PRIVATE 8 DIP FS ~'J- TERLINE E-
;,.j,,,,. ~ FORE INT EXITING 4 LINE S C' F S b~, ~ ~ WA ~ d F \ / T I~ ~ 1 / ~ z
=~~'~EMOVING - . BE ; ''`a~~' - 6" PVC' NOTE: WATER CONNECTION TO I ` \ .t ~ ~
AND ACKFLOW PRE TER_-- - J ` / ~ ' DOWN LOCATED o ~ ; ~ • ~ ~ ENTRANCE SIGN ~ ~ ~ A' 'Q
~ K=~ ~ -;r~~~.; ' ~ ~ SPOUT ~r AND METER FIED. IF B OW ~ ' ~ SEE LANDSCAP,£' f ~ ~ ' ~ Si ~ R,~ PLAN ~
~ ~ NOT COLLECTOR ~ ;y' ~ PREVENTER ND METER ARE 'ti . ~ ~ ~ \
' ~ ~ 1 ~ - INSTALLED ONTRACTOR SHALL ~ ~ ~ ; ~ ~w ~ RPZ BACKFLOW / ~ ,I o v ~ ~ ~
r. , ~ . ; _ ~ ~ _ - ~ INSTALLED A ~ ~ ~ _ ~t. _ , _ - - - - - ~ ~ ~ A D METER PER CITY°~ ~ , ~ fi~ PREVENTER , `,t, - ~ , ~ ~ ~ ~ I U NEW RIGHT- ; / I :
_ ~ ~ ` ~ ~ NIGH POIN S SPECiFiCAT10 S. ~ ~ { CD OF-WAY LINE" ~
- ,u , n, y~ ; ~ ~ _ / I ~ 'g°'xg o
6 TAPPING / TAPPING u. ` ~ ~ ° \ SLEEVE AND SLEEVE, ~
TO BE CONSTRUCTED C30RDAI~~__ ~~I`. 1. ALL UTILITY IMPROVEMENTS t~.+ - t , ~ ~ ~ `ti ~ VALVE ~ VALVE ~ , , ~ ~ ~
THE CITY OF HIGH POINTS PUBLIC UTILITIES' SPECIFICATIONS - , 5 WIDE WITH ~ _ ~ / ~ VALVE BOX ~ C'?
AND DETAILS. SIDEWALK s 76 8c 77 / %A V ~ - _;~EXISTING 8 ~ I--
BLIC UTILITIES AND ENGINEERING 2. GENERAL CONTRACTOR TO NOTIFY PU 0 G ~ ~ WATERLINE ~ Z
R TO CONSTRUCTION. ~ / RESTRICTED SUBDIVISI( SERVICES DEPARTMENT PRIG -D SUBDIVISION ~ iA \ ~ ' ~ - YRN LANDS _ ~ ~ ,
' PART OF PENNYBYRN LF INE TO BE PC 350 DIP. / 3. ALL WATERL ' E.R. DAMS SR. D < _ - - t ~ AVIS SR. ~
FACE OF CURB ' ! NS TO P.Q. 20 PC. 83 4. ALL DIMENS 0 ~s ~ 1 ~ 70 PC. 83 , i / ~
i UNLESS OTHERWISE NOTED. D.B. 2745 PG. 42 745 PG. 42 \ ~ ' ~ A
~ \ i _ ~ ~ ;
5. PARKING SPACES 9'X18' TYPICAL. , `t ~ ~ ~ ~ - ~ ~
' MEASURED FROM BACK a -r- ALL SIDEWALKS 5.5 WIDE ,~,.,..4 r~ ~ Y T TILI . TRI , , T L E E N L T T o N E M EE R A T N ~ E M EA TY TILT z
r°.- _ ~1 ~ ~ ~ i I 6. OF CURB UNLESS OTHERWISE NOTED. i r~ i. ~ - 7 ; ~ ~ ~ ~ - - ~
NT'S PUBLIC , v ' + ~I 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF HIGH POI r , ~y , ~ ~ THE GRANTOR, IN RECORDING THIS PLAT, DOES HEREflY ~ ~ DOES HEREflY ACKNOWLEDGE AND GRANT TO THE CITY OF HIGH \ _ ~ ~ -
SERVICES DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. ~ ~ ~ ~ j, ~ ~ UCCESSORS AND ASSIGNS A BLANKET U P01 T AND I ABLANKET UTILITY EASEMENT FOR THE PURPOSE OF INGRESS AND U
SHALL BE IN TO ERECT CONSTRUCT, OPERATE, MAINTAIN, PAl 8. UTILITIES MATERIALS, INSTALLATION, AND TESTING EGRESS REPAIR REMOVE AND ~ ~ ~ T~`~ ~ MAINTAIN, PATROL, INSPECT, SERVICE, i ~
POINTS STANDA RECONSTRUCT, UPON, ALONG, ACR05S AND UNDER SAID ' RD SPECIFICATIONS. CONFORMANCE WITH THE CITY OF -IIGH i UNDER SAID PROPERTY FOR THE PURPOSE OF MAINTAININ ~,.~yx~ , , r ~ ; , FULL f ° : DATE: 'S AND PRIVILEGES NECESSARY FOR CONVENIENCE OF ~ f..
ELECTRIC LINES, TOGETHER WITH ALL RIGHTS AND PRIVILf 9. PAVEMENT MATERIALS AND INSTALLATION SHALL CONFORM TO THE NCDOT ~ ENJOYMENT OF USE OF SAID LINE AND RIGHT TO ENTER RIGHTS AND ~ / c , ~ ~ ~ ' ~ 1 SEPTEMBER 16, 2005 NT TO ENTER OVER ADJOINING LANDS OF GRANTOR FOR ~ , „ t'
E RN STANDARDS. R UIRED WHERE 1:1 DITCH SLOPE CANNOT BE MAINTAINED PRIVILEGES HERE?N GRANTED.
1. SHORING WILL BE EQ OR UNDERGROUND LINES AND 15 FEET FOR OVERHEAD LINES Aw~~yfi~:.~~n~ SCALE: .T F
10. CONTRACTOR SHALL NOTIFY THE CITY OF HIGH POINTS UTILITY DEPARTMENT AND AND ALL APPLICABLE OSHA REGULATIONS SHALL BE FOLLOWED ONSISTS OF 5 FEET FOR UNDER CONSTRUCTION OF UTILITIES. BEARING. THIS EASEMENT ITSELF C ENGINEERING SERVICES DEPARTMENT 48 HOURS PRIOR TO 2. MANHOLE RINGS AND COVERS WILL BE TRAFFIC MAINTAINED BY THE CITY OF HIGH POINT EXTENDING TO I E AND RUNNING ALONG THE DISTANCE OF ~ ~""~A 1"-40' XTENDING TO EITHER S D
ECTOR SYSTEM SHALL BE PRESSURE RATED PVC PIPE WITH PRE CAST MANHOLES WILL CONFORM TO ASTM C478 (MANUFACTURED BY ANY UTILITY LINE OF THE PROPERTY. 11. DOWN SPOUT COLE 3.
_ nn uuu inter _ ~.~irn ue~u irel+TIIOC01 ~ .i
8 INCH CLEANOUTS AS SHOWN UN I Mt UMAVUUVua. OLDCASTLE OR WHEN HER SIAM Arrtwvtu mHivurN~ i ~R~~~• J CONSTRUCT ANY STRUCTURE OR PLACE ANY PAVING OR Jw:
12. DOWN SPOUT PIPES TIE INTO CAST IRON BOOTS AS SHOWN ON SHEET C23. 4, SEWER MAINS WILL BE LOCATED 5 FEET FROM THE EDGE OF PAVEMENT GRANTOR COVENANTS AND AGREES NOT TO CONSTRUCT DECORATIVE PLANTINGS', VE PLANTINGS OR OTHER IMPROVEMENT PERMANENT IN NATURE ON -'V
13. SEE LANDSCAPE PLAN FOR SIDEWALKS, CROSSWALKS, & LANDSCAPE DETAILS OR AS SHOWN ON THE PLAN VIEW. PLANTINGS (OTHER THAN SMALL DEC C20 OR REPLACED THE EASEMENT HEREBY GRANTED, WITHOUT CITY APPROb OBLIGATED TO CITY APPROVAL AND THE CITY SHALL N ~~0~ - NOT BE =
SHALL BE CONSTRUCTED TO CITY OF HIGH POINT STANDARDS. HOWEVER, 14. ALL ON-SITE UTILITIES AS REQUIRED OR BORED AND JA UCTURES OR OTHER IMPROVEMENTS DAMAGED, DESTRO D, OR
UTILITIES NOT LOCATED WITHIN A PUBLIC EASEMENT OR ALL 5. EXISTING PAVEMENT TO BE REPAIRED AS SHOWN ON SHEET UCTURES PUBLIC RIGHT-OF-WAY SHALL BE PRIVATE ( REMOVED BY GRAN SERVICING INTAI G, REPA R COTTAGES SHALL BE 4 MEETING CITY OF HIGH POINT STANDARD SPECIFICATIONS. TAI G, REPAIRING OR REPLACING SUCH UTILITIES.
WITH MAINTENANCE TO THE WATER, SEWER, AND STORM SYSTEMS PROVIDED BY THE HOMEOWNERS 6. ALL SANITARY SEWER LATERALS FOR CKED AS SHOWN). REPAIR, REPLACE, OR RESTORE ANY SUCH r C5 l ~C
ASSOCIATION OR PROPERTY OWNER(S). ~
CTION 9-5-1(D) OF THE C.O.H.P. 7. ALL SAN 15. DUMPSTERS TO BE SCREENED IN ACCORDANCE WITH SE ITARY SEWER MAINS SHALL BE SDR-26 PVC. 0 ER/DE ER -1 I DATE -
DEVELOPMENT ORDINANCE.

_
. ~ ~ I
`t
_ .n, .r _ _
SHALL B KEYSTONE'S .CO TRH, MA OR OR \ RETAINING ALL E
~ APPROVED E DIVALENT; WITH N.C. P.E. SEALED~HO~'~ DR WING5 ~ A~1~ga 1~~f , ~ ~ a~ ~a , { ! ~m
\ 4 SEE GRADING PLAN-F6R. ELEVATION ~ 4 / \ \ J .
~ a ~ \ f w ~
I s:~ , ~ yj ~ dot ti
~ ~ OUTLET PROTECTION C'L~t~ .R1 P} Q r~ ~ ~ ~ ~ ~ La = 10 FEET Z a ~ a ~ . ~ ~ 4
~ ~ ~ ~ ~ ~ W = 11.3 FEET ~ EX. 15 FOOT SANITAF ~l ' q . OOT SANITARY ~
~ ~ ~ ~ J ~ FEET ~ y i :ASEMENT N ~ ; . ~
THICKNESS 1 SEWER EASEMENT ~ ' Dmax = 0.9 FEET ~ A~ zz ~ d. ,,yy~~, ~~1 ~ ~o9t0 89 "S V k Sdea
~ i' F~~,~I
1 - 30 ~
~ ~ ~ ( ~ - i.
. o ~o so
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WM ~ . .d C ."ii n.. e G / RE~A ING WALL SN;4~L BE I~E~TONE`'~ OUNTRY MANOR ORS EX. 15 FOOT SANITARY i I ~ ~ ~ RAWING5 R M NT ~ ~ ~ APPROV QUIVALENT, VV~`FH .G. PEE;. -:SEAL S..~HOP D SEWS EASE E ~ ~ Q y w ~
e ' e a d / ~ RL GRADING PLA ~~LEVATIONS. w ! ~ ~ ~ m ~
- - - - - - 30 BUFFER YA a d SUFFER YARD ~ ~ ff o ~ o U ~
° q,. e ° i a a 5 ~ - J f' - ~ \ Q ~ ~ , py
~ ~ ~
Q ° ~ ~ ~ ~ r ~ ~ ~ N
CO
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3 ~ P - - Q ? ~t ~ ':I ~
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3 ~ wM R3.0' 13 ro C d o` ~ ~
4'dd. , ~ ~ I''~?,~: ° z 0 Q Y G ~ ~ U c \ 0
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`C_ R50.0' 8 e .a Q1 ~ ~ >x U Q rY °o ~ ~ ~ Z N N (n U ~ O O C
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7 ~ / ~GO ~ ~ m a a R35 14 z z ~
w R50.0 , ~ o 3 e _ ~ ~ ~ to m ~
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co ~ 72' ~ -a . R e ° R72 . a ` 1 ,
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~ / a D ° ee e ~ / 66 " RCP
~ ~ , g7 OUTLET PROTECTION (CLASS ~ ; ~ R12.5 B RIP RAP
o 8 CO ) ~
2 GO Q ' ~ "x45 P IP L.a = 10 FEET ~ v Q D ~ ~ L~ A l = 1 F T o o~ u~ N
D e a e. WM D ~ ° d . ~ x45' „ . W ERLINE as a W 1.3 EE ~ ~ ~ ~ rn 6x11.25 THICKNESS = 1.4 FEET , , ~ o
z m a ,gyp. ° BEND ~ ~ 4 BEND END ~ ~ _ , < ti r ~ ~ ~ co h ~ Dmax = 0.9 FEET v ~ o r~ Q
yC C a < ' ' V / a ~ Q i
~ M e ~ ,rat,: ~ ~ ~ O
~ ~ R1011.0 C 4 ~ J G {V d
~ ~ 22 PRIVATE ROAD W C~ _ R172 d a ~ / :.,I
~Q / err... t! ° ~ ~ e Q o x a a ~ ~ n _ _ N lL
° ~ Fi'ji'%i a _ y Q _ ~
,I a a ~ . , (J?
_ ____._-~"p.; ~ - a: d. ~ h ~ illk\~., _ . ' ~ `O R150'
a .a. J~'R15~ / a ~ ~ 1 ~
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e 9 ~ G 16 ~ ai ~
1 " ° 6"x22.5' ~ M 6 x22.5' ~?I; o ~ u,
/ - - _ - BEND - ~ . - BEND ~ ~ r~ ' U ~
/ - , ~ d- 3
R30' PRIVA PRIVATE ROAD ( ~ ~ ~ 3 ,
R30 ,9 Q
~ ~`j z r _ - _ ,t,~ _ ~ _
R30' R30' EXISTING PRIVATE WATERLIN ~ -f- - r~ _ ::r.. , -j
, ;a r, _ _ _ _ _ _ _ / k O ~ IX
8 TAP ING . . MOVE EX4STING , , / , _ _ 8" TAPPING ~ ` d ~
. - - SLEEVE & 1 _ TAPPING LIGHT FOL / - EXISTING PRIVATE ROAD SLEEVE & VALVE ~ - '
" - ~ SLEEVE 8c a, ,u, . _ , . - - - ~ 2 1 ~ ' I ~

I .r~~" ' a,~~~l - ~ > r ~ ~ ~ _ ~ 1 _ _ O ~ I
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N s ENT EM RE MENT A AE ITY E UT1L TRI LE LA
1. ALL UTILITY IMPROVEMENTS TO BE CONSTRUCT _ CONSTRUCTED IN ACCORDANCE
WIThi THE CITY OF HIGH POINT'S PUBLIC UTiLIT 'UBLIC UTILITIES SPECIFICATIONS ~ THE GRANTOR, IN RECORDING THIS PLAT, DOES HEREBY ACKNOWLEDGE AND GRANT TO THE CITY OF HIGH ~
AND DETAILS. OF INGRESS AND ~ POINT AND ITS SUCCESSORS AND ASSIGNS A BLANKET UTLITY EASEMENT FOR THE PURPOSE ;.'I
R 2. GENERAL CONTRACTOR TO NOTIFY PUBLIC UTIL 1. WATER MAINS WILL HAVE A MINIMUM OF 4 FEET OF COVE ATROL INSPECT SF_RVICE REPAIR, REMOVE AND ~ F' PUBLIC UTILITIES AND ENGINEERING EGRESS TO ERECT, CONSTRUCT, OPERATE, MAINTAIN, P , AND UNDER SAID PROPERTY FOR THE PURPOSE OF MAINTAINING r Z
IN PUBLIC RIGHT-OF-WAY WILL BE LOCATED SERVICES DEPARTMENT PRIOR TO CONSTRUCTI( 2. IF POSSIBLE, FIRE HYDRANTS CONSTRUCTION. RECONSTRUCT, UPON, ALONG, ACROSS _ N PRIVILEGES NECESSARY FOR CONVENIENCE OF FULL ~ ELECTRIC LINES, TOGETHER WITH ALL RIGHTS A D O
ON THE RIGHT-OF-WAY LINE. HYDRANTS SHALL BE LOCATED AS SHOWN 3. ALL WATERLINE TO BE PC 350 DIP. P• FUSE OF SAID LINE AND RIGHT TO ENTER OVER ADJOINING LANDS OF GRANTOR FOR RIGHTS AND I ' Q, ENJOYMENT 0
ON PLAN VIEW. 4. ALL DIMEN510NS TO FACE OF CURB Zg PRIVILEGES HEREIN GRANTED. _
3. EXISTING PAVEMENT TO BE REPAIRED AS SHOWN ON SHEET C20 OR UNLESS OTHERWISE NOTED. THIS EASEMENT ITSELF CONSISTS OF 5 FEET FOR UNDERGROUND LINES AND 15 FEET FOR OVERHEAD LINES ~ I -
REPLACED AS REQUIRED (OR BORED AND JACKED AS SHOWN}. , AINTAINEO BY THE CITY OF HIGH POINT EXTENDING TO EITHER SIDE AND RUNNING ALONG THE DISTANCE OF ` 2
ALS AND METER BOXES FOR COTTAGES SHALL BE 3 4" 5. PARKING SPACES 9X18 TYPICAL. 4. ALL WATER LATER K ANY UTILITY LINE OF THE PROPERTY. , ; ~ ZED FROM BAC j ; ~ ~
MEETING CITY OF HIGH POINT STANDARD SPECIFICATIONS. ALL SIDEWALKS 5.5' WIDE MEASURED FROM B~ STRUCTURES CHART 5. FIRE HYDRANT (FH) ASSEMBLIES SHALL MEET CITY OF HIGH 6. OF CURB UNLESS OTHERWISE NOTED. 5 NOT TO CONSTRUCT ANY STRUCTURE OR PLACE ANY PAVING OR i ~a ED. GRANTOR COVENANTS AND AGREE
R THAN SMALL DECORATIVE PLANTINGS OR OTHER IMPROVEMENT PERMANENT IN NATURE ON PLANTINGS OTHE ) ~I,
STRUCTURE RIM IN IN IN OUT POINT'S STANDARDS. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF 1 6. ALL SERVICE CONNECTIONS SHALL BE COPPER, FROM THE WATER MAIN TO A TMENT PRIOR TO BEGINNING i THE CITY OF HIGH POINTS PUBLIC ~ - T THE EASEMENT HEREBY GRANTED, WITHOUT CITY APPROVAL AND THE CITY SHALL NOT BE OBLIGATED TO ~ ; ~ U
SERVICES DEP R - - - - THE METER BEGINNING CONSTRUCTION. PAIR REPLACE OR RESTO NY SUCH STRUCTURES OR OTHER IMPROVEMENTS DAMAGED, DESTROYEfI, OR . RE
6 - o - - $ O.a ~ 8. UTILITIES MATERIALS, INSTALLATION, AND TEST I SHALL BE IN REMOVED BY GRANTEE RVICING, MAINTAI AIRING OR REPLACING SUCH UTILITIES. ~N, AND TEST NG ~
- - _ CONFORMANCE WITH THE CITY OF HIGH POIN )F HIGH POINT'S STANDARD SPECIFICATIONS. ~ DATE: ~P ~=.j SEPTEMBER 16, 2005
- - ~ 1. SHORING WILL BE REQUIRED WHERE 1:1 DITCH SLOPE CANNOT BE MAINTAINED _ ~ 9. PAVEMENT MATERIALS AND INSTALLATION SHA ELATION SHALL CONFORM TO THE NCDOT ~
- E S AND ALL APPLICABLE OSHA REGULATIONS SHALL BE FOLLOWED STANDARDS. AT ~ J OWNER ELOPE D E
2. MANHOLE RINGS AND COVERS WILL BE TRAFFIC BEARING. ~ ALE: T S U E;<j S ' TILITY DEPARTMENT AND CITY OF HIGH POIN U
3. PRE CAST MANWOLES WILL CONFORM TO ASTM C478 (MANUFACTURED BY 10. CONTRACTOR SHALL NOTIFY THE CITY OF HIG TATS APPROVED MANUFACTURER . ENGINEERING SERVICES DEPARTMENT 48 HOI, PIPE CHART OLDCASTLE OR OTHERS ) STRUCTION OF UTILITIES. I. . ~ 1"=30' SENT 48 HOURS PRIOR TO CON ;may

STRUCTURE SLOPE UPPER LOWER PIPE PIPE PIPE 4. SEWER MAINS WILL BE LOCATED 5 FEET FROM THE EDGE OF PAVEMEN 1 11. SEE LANDSCAPE PLAN LANDSCAPE DETAILS DE DETAILS JN:
FROM TO % INVERT INVERT LENGTH SIZE MATERIAL OR AS SHOWN ON THE PLAN VIEW. 12. ALL ON-SITE UTILITIES SHALL BE CONSTRUCT 7 CONSTRUCTED TO CITY OF HIGH POINT STANDARDS. HOWEVER, ALL I
63 64 9.30 805.50 800.10 58.06 15 RCP 5. EXISTING PAVEMENT TO BE REPAIRED AS SHOWN ON SHEET C20 OR REPLACED UTILITIES NOT LOCATED WITHIN A PUBLIC EAS PUBLIC EASEMENT OR PUBLIC RIGHT-OF-WAY SHALL BE PRIVATE 4606
64 65 1.34 800.00 799.00 74.46 15 RCP AS REQUIRED (OR BORED AND JACKED AS SHOWN). WITH MAINTENANCE TO THE WATER, SEWER, A .R, SEWER, AND STORM SYSTEMS PROVIDED BY THE HOMEOWNERS
6. ALL SANITARY SEWER LATERALS FOR COTTAGES SHALL BE 4 MEETING CITY 92.00 15 RCP ASSOCIATION OR PROPERTY OWNER(S). 66 67 2.17 799.00 797.00 OF HIGH POINT STANDARD SPECIFICATIONS. ER 5 .
1 OF THE C.O.H.P. I ACCORDANCE WITH SECTION 9-5-(D)
SANITARY SEWER MAINS SHALL BE SDR-26 PVC. 13. DUMPSTERS TO BE SCREENED IN ACCORDANC 7. ALL DEVELOPMENT ORDINANCE. C6

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RISER 2 ABOVE. ~ $ STQRMWATER CONTRA BMP INFQRMATION o ~
~ ' o ~ . ~ ,T`INAL SURFACE.. ;p - _ ~8, 1. THE ENGINEERS CERTIFICATION WILL BE REQUIRED PRIOR
~ ~ ~ ,i 806.13 - _ ~ I E- TO THE FINAL PLAT OR CERTIFICATE OF OCCUPANCY. THE ?0
~ ~ 795.9a STORMWATER CONTROL IS TO BE INSPECTED TO ENSURE IT ~ 20' ' 0 ~'I U - 795.9. ~ _-:Y,~
~ . , ~ 795.77. . _ x 795.71 'X~sS ~1 IS FUNCTIONING AS DESIGNED AND HAS FULL DESIGN IG, , ~
~ 806.49 7, x~ , THE STORMWATER POND AND DAM SHOWN ON THIS PLAN SATISFIES + x795:5p x795.5b~ ~9~,71 -'795.87 VOLUME PRIOR TO ISSUANCE OF ANY CERTIFICATE OF ~ t . DATE: . x795.5b~~~9~,,7b OCCUPANCY. ~'r- ~
REQUIREMENTS OF THE NORTH CAROLINA STATE DAM SAFETY LAW 8,16.74 ~ ~ ~x. x79S5( ' ~ ~ 13 SEPTEMBER 16, 2Q05 ~x. ~ x795:501 ' UFd.i f'~r
OF 1967 AS AMENDED THROUGH 1995 AND THE RULES AND ga6.52 , + _ ~ 795.21 846.41 795.21 - ~ENR • V~~~TBit ~ 2. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING ,~esfz~
REGULATIONS AS PRESENTED IN THE NORTH CAROLINA ~ i -79 ,5~`x" 795: + . 79s: ~i° 1 j'' ~ THE STORMWATER CONTROLS ACCORDING TO THE 7 I 1 SCALE: ~ NL "
ADMINISTRATIVE CODE 11TLE 15A, SUBCHAPTER 2K-DAM SAFETY. 8oG.2t _ ~ j 794.96 ~s APPROVED MAINTENANCE PLAN AND DIRECTION OF THE UNDISTURBED AREA OF VEGETATION BEGINNING AT ' ~ 1"=40'
EVEN IN THE CASE WHERE THE DAM SHOWN ON THIS PLAN IS , ~ ~ TITV !1C' 111 /\II I'1h1A1T TI 11 1\I'1 r'hA TIAI.1[^ AAIh ll Al\ITt"A11 Alhr _
DETERMINED BY THE STATE TO BE EXEMPT FROM THE ABOVE ?806.05 794.89 9.4.89 u i i ur niun ruiiv i. i nt urrRH i iuIN3 /ANu mHUV I UNIM1v-t I HE UU I EH )GL OF /ONI- 1 AND' F X I FNI)ING
NOTED DAM SAFETY REQUIREMENTS, I. AS THE QUALIFIED DESIGN MANUAL WILL BE SUBMITTED AND APPROVED PRIOR TO LAND WARD , MINIMUM OF ~0 FEET. EXCEPTIONS JN.
ENGINEER, STATE THAT THE POND AND DAM ARE DESIGNED TO BE ANY CERTIFICATE OF OCCUPANCY. : _T - r- rl F a MSS BI_ ~1PF OVER BY TFIE WATERSHED REVIEW ~~06
SAFE AND ADEQUATE FOR THE PROTECTION OF PUBLIC HEALTH, COMMITTEE WRC PER SEC. 9- I-6 f) 3}€3. 3. THE CITY OF HIGH POINT AND THEIR ASSIGNS HAVE RIGHT
SAFETY, WELFARE, AND DOWNSTREAM PROPERTY. I UNDERSTAND THAT THIS STATEMENT AS THE DESIGN ENGINEER SHALL NOT TO ACCESS THE STORMWATER CONTROLS FOR IERMITIENT ,TKEAM i
RELIEVE THE OWNER OR OPERATOR OF THE POND AND DAM FROM INSPECTIONS OR MAINTENANCE, AS NECESSARY. LOW DEP,~SITY E HIGH DENSITY DEVELOPMENT
LEGAL DUTIES, OBLIGATIONS, AND LIABILITIES ARISING FROM SUCH DETAIL "A" DETAIL "B" TAIL "B" "-~~ERENNIAL STRLAM
OWNERSHIP OR OPERATION. SCALE:1 =30' SCALE:1 =30' ILE: 1" = 30' LOV% JENSIVY 0_EVEIOPMFNI C8