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TAR Rf VER CGIRC ef" P8~ e ~ APPROXIMATE LOCAnAN OF THE EDGE AF ~ ~y}
~ o~v, ~ INTH scREENINC wALL - ~DEs w . 1 SIDES THE TAR RIVER, FIELD SURVEYED(APRIL 2 ~
r:r MAw ee) aw 4p~An D,g v aV ~ (6 8 GY. OANTAMIERS TOTAL) ~j T TOTAL) 2007). (UNE ?s SUB~cr TD cHANr~ Q DUE TO NATURAL CAUSES AND MAY OR ~
~ RIPARIAN BUFFER MEASURED MAY NOT REPRESENT THE ACTUAL Q
50 fROM TOP OF BANK OF LOCAnON OR TIfE LMdT OF Tl•IE LAND ~ FIR nTC~ o sT STREEr
THE TAR RIVER ON THIS I a
~ PROPERTY 6' B ARD ~l~;: E B oe u~R PROTECnoN AREA Q ~COND s RIPARIAN B ~ ET
ti NO CANSTRUCTION, FILL AR LAND OJSNRBING ~ ,.E ~ ~
~ ~ ACnVIrY 1n TAKE PLACE WITHIN THE STREAM '3$ 3~ N.P. 3 ~ 4 , s S~ 9 W 4~
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~ ~ 41. ' E S 757234' 1062 ~ v W ~ ~ a _ ~ N.P. ~i o~ Q THIRD a DR~wN 8Y: i N.P.S 66.45 " ; ~ ~ ~ SEE
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~ ~ kµ PRON II ~ 1. IN ~ h sTAU s7lr FENC$ arER~av swALES AND EROSION ca~TRA! ALONG
Q Q 0 s I I . N o ~ RIPARIAN BUFFER, PliT STREET AND FIRST SlREE7:
s' .0~ w I I a •0. 1 BEGgV CLEARING AND DE7/AUnAN OPERAnoNS 0 NOT ~S1URB AREA _ ~o ro 2
I o ~ W11H/Af RIPARIAN BUFFER). DO NOT EXCAVATE AR REMOVE SOLI fROM N o CONTAMINATED AREA. Q
~ , _ . ~ a .J - I v 41 N CLEAR WOODS DEBRIS fDR IEMPARARY OVERHEAD ELEC118CAL LINE AND 0.m /
ie• [ ~ SiTJRM SEWER INSTALLAnAN. ~ Q _ I I 0. 4. GUC TO MISTALL IEAIPORARY OVERHEAD f1EClR1CAL UNE Tn FEED fROM
• ~ ~ RAILROAD RK,7IIT OF WAY 1D 1NE EXISnNG ELECTRICAL CABMIET NEAR WEST I I I .
~ ~ Q - Q END AF f1RST STREET. ~ N I I h ~ COORDINATE REMOVAL AF STOCKPILED MATERIALS IMIHIN FENCID AREA -
. ~ I pTY AF GEENVTLLE PARKS AND REC~Eanav DEPT. REMOVAL BY p1Y ~ ( ~
I 15.0' 16.5' 1 18' - I ~ FORCES (HITS WILL HAVE TD OCCUR PRIOR m GRADING THIS AREA fDR ~
Q ~ o . ~ UNDERGROUND ELECTRICAL DUCT BANK. IEMPORARILYRELOCAIE EXISTING ••X`•'' 6 piAIN LINK fENCE AND 2 GATES ALONG NORTH PROPERTY LINE OF pTY
0 ~ a ~ • •~i.•• ~ I OF GEENVILLE PARKS AND REC. PROIpER1Y.
• ~a \ ~ ~ \ ~ ~ 3 I I w 6 AFTER TEMPORARY OVERHEAD ELECIR1CAl UNE HAS BEa1l INSTALLED AND r+;.: ~ I IS PUT pVJD SERNC$ 11~ ORIGINAL OVERHEAD ELEC11d~CAL 1MYE, BCTWEEAI
y 02~ \ Q ! ~ ~ • o ~ POLES A AND C CAN BE REMOVED. (SEE' DEMOUTTON FLAN).
ill ~ o ~ ~ I ~ 7. CANIRACT1aR 1D VERIFY LOCATION, ELEVAnoN, OUTSIDE DIAMETER ANO PIPE A a [ O I I '1 ~ MATERIAL of EXISTING WATER MAINS 1n BE nED INTO NEED IH1S
~ o W ~:::ti~:; ~ INFOIRi11A1lON AN BOTH WATER MAINS AND ON BOTH THE EAST AND WEST n II h ~
~ ~ ~ ~ 1 0 Q° ' • • • ~ ~ " END OF JNf WATER MAIN PAR110N OF THIS PROJECT. - y ~ a3 [ S AFTER TfIE EXJSINVG OVERHEAD ELECTRICAL LINE HAS REMOVED, THE1V
~ ~ - ~,o • r.•,; I I I ~ ~ 3 EAR1HWnRK E7lCAVAnoN AND GENERAL 571E GRADING CAN ~GlN. • / •
I ~ Q° ~ • : ^ ~ ~•:'h. ~ ° ~ CONTRACR7R WILL CONCETV)RA1E GRADING OPERA nONS IN AREAS G 1T~E • • ~ ~ PROPOSED UNDERGROUND ELEC1TilCAL CONDUl15 AND MANHOLES
~ ; ~ . i ~ I I I ~ m 9. AFTER LADING OPERAnONS HAVE PROQRESSFD qv THE V1pNITY OF THE V ~ ~
e - - - - OT NQ 1 I PROPOSED UNDERGROUND ELECTRIC CONDUIIS~ THEN CANIRACTOR HILL BEaN ?NSTAtunav Or• DUCT BANK AND ELECTRIC MANHOLES GUC WILL
~ ~ ~ i ~ ZON D ~ ~ ~ ~ INSTALL UNDERGROUND ELECTRIC WITHIN RAILROAD R1GI.1T AF WAY.
~ `yg • ~ i I I I iA Af7ER CONIRACIAR HAS INSTALLED DUCT BANK AND ELECTRIC MANHOLES: ~ I I o WC ?aLC INSTALL EZECTTtlC CABLE wI1HIN CONDUITS AFTER GUC HAS
~ 0 0 ~e ENfRghD ~ NEW DUCT BANK AND ELECTRICAL SYSTEM, 1HETV IHf
1 ~ o' )EMPARARY OVERHEAD ELECTRICAL UNE HILL BE REMOVED, COYVIRACTOR I I I CAN THEN CANnNUE WITH GRADING THE REMAINDER OIL THE 91E:
a / b ~ 4 I I I ll. BEGIN SIDRM SEWER INSTALUnAN AT POINT A. (SEE GADING/bRAINAGE
N~ I PLAN). i I I A. INSTALL STORM SEWER BETWEEN PAIN
9~j9, s, y~ gU I TS A AND B. B. INSTALL STORM SEWER EIETNEEN POINTS 8 AND G
1 ~~e11 ~ Y C CANTRACTAR 1D 1NVESnGATE nlf fXISnNG STORM SEINER WITHIN
~ ~ I I I pTY OF GEENNLLE PARKS AND REpiEA1)ON PROPERTY. COORDINATE ~ nE-IN Win! pTY OF GEENVILLE ENG1NEElilNG DEPT. INSTALL S1DRM
1 s Fa ~ a ~ p ~ I I I SEWER BEIWEEIV POINT C AND nE-IN POINT ON PARKS AND REC
~ ~ ~ ~ I I I PROPRRTf: I I I 0. INSTALL STORM SEWER BETWEEN POINT A AND FES NEAR RIVER.
~ Q' ~ E. BEpN DEMOUnGYY AF E70STiNG 4' X 5' S1DRAl SEWER.
. h ~ ~ ~ r . l~ Z` /N \ I I I F. INSTALL SIt7RM SEWER LITERALS SlDRM SEWER S1RUCIURES /
~o ` ~ •~,ro?f~ _ _ _ - - - - ,I l2. BEGIN INSTALUnAN OF NEW 20' WATER MAIN (REQUIRES WATER PERMIT FROM NC PUBIJC WATER SLIPPLI~. SEE UnLIlY SHEET FOR COIVSTRUCnON
~ a ~ q~, ;:'`.'-,!i SEQUENCE OF gVSTALLING, IESnNG AND ABANDONING WATER MAIN.
J JO•N PONtR FEEDS c°q 0 Bpi UNDER GROUND ~s N 73b0 00 W 263 30 ~ ~ WATER MAIN MUST 8E INSTALLED, ACCEPTED AND )URNED DIN, AS WELL pro t ~ AS AN ALL WEA 1HER (GAVEL) ROAD MUST BE 1NSTALLID PRIOR TD
~ "~M~ BOAT 1NIS POLE ~ r ~o'R t~ ~ 4p'R !MU•T - BRINGING 1N COMBUSnB1E MATER/ALS Fi71R BUILDING CQNS1RUCnON.
o ~ - - - - - - - - - - - - - - - - - - - ~ - l,~ INSTALL RETAINING WALLS AS NECESSARY ID PROVIDE FqR LADING EXIST. 30" Cc~G ~ ~ DEIECiIBLE WARNING OPERAnOMIS
! 28.57' ? 38.10' N 23.87' X7,34' DEVICE (11iUNCA,~D °DOMES lb INSTALL LANDSCAPE ISLANDS WITHIN FIRST STREET. CANINYUALLY MAINTAIN
~ ~ BLACK IN COLOR) ACOESS 1D DPD PROPERnES N, LLC (SW CORNER OF f1RST AND PITT - - S1REE>~
m y o o. fa CONnNUE NVSTALLAnON OF PARKING LOT WITH EROSION CONTROL
s' ~ 3 I ~ e ~ ~ ~ MEASURES
~s / •s ~ 2~ '~;p ~ 16. INSTALL CONDU115 FOR PARKING LOT UGHANG / IRRIGATIAN, PRIG 1D PLACEMENT OF STONE BASE IN PARKING LOT.
~e a ~ l7. f1NISH PARKING LOT, AND STREET CONSTRUCnpV (PAVING AND CURB AND
~s GUTTER 11L INSTALL WALKING ]RAIL. AND PERMANENT FENCING ALONG BOUNDARY OF
EX/sr. 30" CkG SITE INSTALL SIDEWALKS ALONG PITT AND FIRST STREET. INSTALL ~
~ ' ss I r o 0 ,e~ 'h LANDSCAPING ~ -T---~------------- ~
~ ~ i~ ~ i
- ~ ry - - ~ EXIST. 24.5'F ~
F~-I ~ j DRIVEWAY ~ I~
o ,
~p s• EXISANG CEMETERY P ' e~rr~nte•
(80' PUBLIC R/N~M.B. T5 PG 49; 59.8' 8/9) FOR CD TONING: 0.5 PARKING SPACES PER BED
aTr a~ atmvHUE PARf~L N0. 28966 1 BEDROOM UNIT - 113 UNITS a 113 BEDROOMS
' ZONED: AR 2 BEDROOM UNIT - 85 UN115 - 130 BEDROOMS
+ ~ ~ h~ o 3 BEDROOM UNIT - 15 UN175 ~ ~ BEDROOMS
288 BEDROOMS
/ ~ ~ e~ ' DPD PRQoER1TE'S b, LLC (0.5 PARKING SPACE / BEDROOM) X 288 BEDROOMS D.B. 2073 PG 352 144 PARKING SPACES REQUIRED
/ ~ ~ 1. S1F DATA: LAND AREA FAR VEG1ETAnON REQUIREMENTS LOT 1 -NONE (ZANID CD) PARCEL NO 27592
n LOT 2 - ,~94 AG ~I ~ A. REWIRED VEGETAnav : (LOT 2 OIVL ZONED: OR
v , ~ u / ~ ~
h / ~ 9' LARGE 1REES ZO fj A ~ sx1AU TREES .~9 ~'~~1,~ ,
I SFrRUBS 99 6.Sb; l s° o e~~
a I / s a~ e. RE(wIRED snrEEr ~EAErAnoN: t ~a~ex ?a o~
_ _ M ~ ~ ~ 1. I ~ N qpo LARGE TREES: NAME (LOT ! ZONED CD) ~~~+w~w~ 1. CONTACT N.G ONE-CALL (1-B00-s32-4949) TO HAVE ALL r2 Au CATCFI 9AS1NS sHALL GONFgRAI Ti7 aTY OF GEDVN(1E Sheet C-1 ~e ~l'd 5tak' PIAn ~ •M ~e M
~ l 0 Lg11DERGOUND UAUTIES LOCATED PRIOR TD EXCAVATING AR ~ SID ~ NO 2501, NO 2502 AND 250,L ~iYd w aN M,r ~ ~R M
I ~ A • 9 • 9 ~ A REQUIRED SA'iE17VING VEGETAnAN: NONE Sheet C 2 Exisf Surve ~ l,~ CONIRACTDR sHAtl NOnFr PUBLIC WORKS STRE~'T MAINTENANOE ~ y 2 ELECTRIC AND TEIFPHANE UTiUT1E'S SHALL ESE INSTALLED
~ 2 - c,'~ /i' UNDERGOUND. DIMSION 48 HOURS PRIOR TD MAKING COIipVEC1TONS TD E>aS1ING
W / P~ D. REQUIRED VEGETAnON LOCATED IN EASEMENTS NONE STORM DRAINS LOCATED WWTHIN PUETUC STORM DRAINAGE' Sheef C-3 Demolition Plan 3: VEGETAnAN PLAN MUST ~ APPROVED PR1017 >n ISSUANCE EASE~IEN15 AN RK,i~IT--OF-WAY.
h 8 ~ I / 2 NOTES aF TE'MPORARY CERnFICA7F of OCCUPANCY PERMIT. Sheet C 4 Erosion Confr0l Plan
/ ~ ~ I Q A. MMNiNUM PLAWT S/ZES SHALL BE IN AOlJOIROANCE W1TN nrE VEGETAnON MUST E>E INSTALLED AS PER APPROVED PUN 14. FOOD HANDUIVG FACIUllES WILL REQUIRE THE INSTALLAnAV OF A PRIOR lD lSSIIANCf OF ANAL CERnf1CAlE G OCCUPANCY. CEASE NVIERCEPIDR NV ACCORDANCE WITH THE GUC MANUAL fOR
M I l I ZANNVG RE!>YIUiIONS AS FOLLOWS O / 4 TTIE DESIGN AND cavSTRUCnAN of WATER AND WASTEWATER Sheet `i-Jr C~a and Dralna Plan 91e
i N I 4. RETUSE COI1ECnAN SHALL ESE BY PRIVATE SERVICE S15TEM EXIENSIANS SHOP DRANNVGS ARE TO BE SUBMITTED >D AND AP~OVED BY GUC PRIOR iD uvsTALUTTON. CONIRACTDR !s Sheet C-6 Ut~Ities Plan
Z ~ / nNC MATERUC TYPE I I ~ S PROVIDE ALL NECESSARY SIG7VAGE FAR HANDICAP PARKING REQUIRED TO NOTIFY GUC AT [phone] 4B HOURS PRIOR TO
~ i r / ~ 1. uR~ TREE - srNaE sT~r fo' ~HEraa~ ANO 2• catrpER 7NE INSTA[LAIION 70 SL~IEDULE/NSPEC1IdV aF 1NFINSTALU110N nt__t n ~ n_i_a n~__i ui_i__ n______
L _ MUL11-STEM 10' GHT 6. PARKING LOT SHALL BE STRIPED IN ACCORDANCE W17H PLAN. sneer L,-/ uerafi oneer watrer ana newer
I SMALL TREE 8' 6HiWOGH AND 1.5' CALIPER W 70.83' !E °f a' J. SHRUB 18' (NOGHT), EXCEPT AS PROVIDED W U 15. NO LARGE TREES 70 BE PLANTED WI774IN ANY U71UTY EASEMENT. 7. OF ALL REQUIRED NIIPR OF SMALL DAMPLY Wn74 174E CITY Meet C-8 Detail Sheet - Erosion Control
% r UNDER SECTIOW 9-4-267(a) O F GREEr1IW1LE MANUAL AL OF STANDARD DESIGNS AND 16. SIGNAGE SHALL BE PER AR77CLEE 14' OF THE GREENVILLE CITY CARE
DETAILS AND THE MANUAL FOR THE DESIGN AND sm CONSTRUC70V OF WATER AND WASTEWATER SYSTEM Sheet C-9 Detail Sheet - Miscellaneous
j EXlS71NG METAL SHEL a NO POR710V OF ANY PARKING AREA, INaUDNIIG ANY DRIVEWAY j PARKING SPAC& DRIVE AISLE OR TURNAVG AREA, SHALL BE LOCATED E71'7EIV901VS FAR GREErIWLLE U17U7IE'S COMMISSION. 17. THIS PROPERTY IS LOCATED IN A ZONE X (AREA DETERMINED 10 BE OUTSIDE ~ THE a2X ANNUAL CHANCE FLOOD) AND zavE AE (AREA 04
! MORE THAN THIRTY 30 FEET FROM AN ON-SITE SMALL TREE OR MORE DETERMINED TO BE INSIDE 774E 1X ANNUAL CHANCE FLOOD (100 YEAR ROAD)) Sheet C-10 Detail Sheet _ Retaining Walla 8. THIS SURVEY' IS OF AN EXISTING PARCEL OR PARCELS OF LAND.
f THAN SEVENTY-FIVE (75) FEET FROM AN ON-S1'1E LARGE TREE I FOR PURPOSES OF THIS SECTION, THE MEASUREMENT MALL BE g AS SHOWN ON FLOOD INSURANCE RATE MAP NO 3720468800J 9. FIRE PROTFC710N PLAN TO BE SUBMITTED TO CITY OF PANEL 4688 J. EFFEC77VE JANUARY Z 2004. NAVD 88 = NGVD 29 + (-1.15 FT). ~
FROM THE FARTHEST EDGE OF THE SUBJECT AREA 70 THE CENTER GREENWUE AND GU.C FAR REVIEW AND APPROVAL p al
! OF THE BASE OF THE CLOSEST QUALIFl1NG TREE F I ! f0 f0. NO CER11FlCAlE OF OCCUPANCY WILL BE ISSUED UNIJL 1a FIRE PROMV77ON FOR OCCUPIED BUILDINGS SHALL BE MAINTAINED IN
C. SITE PLAN APPROVAL FROM THE RESPEC71W EASEDIENT HOLDER SHALL ACCORDANCE WITH CITY OF GREENVIUE FIRE DEPT. REQUIREMENTS. >1 r< !7~ APPROVED FIRE PR07E000N SYSTEM IS INSTALLED, TESTED
I BE CONSTRUED AS APPROVAL OF ALLENOROACHMENM AS MOW ON THIS PLAN. (SEE NOTE ON ITEM 1.0.) AND APPROVED. EVS77NG FIRE HYDRANTS AND FIRE MAINS SERVING OCCUPIED BUILDINGS ~ SHALL NOT BE TAKEN OUT OF SERWCE UN71L NEW WATER MAINS HAVE ' ~ .
BEEN INSTALLED, TESTED AND ACCEPTED BY GUC. h a' / rr~ 11. ALL DIMENSIONS ARE 70 BACK OF CURB UNLESS OTHERWISE N07ED.
D. TILE FOLLONNVG WGETADQN MA IEWLS, AS LISTED BY CANNON NAM& SHALL v CONSTITUTE NOT MORE IMAN TNEMTY-RVE (25) PERLETVT OF THE TOTAL ~s a 19 CITY OF GREDVVILLE DRIVEWAY PERMIT REQUIRED. <o qNO grFR Og
I REOUI MEAT FOR THE SPECWIC CATEG Y 20. AN UNUSED DRIVEWAY MUST BE CLOSED IN ACCORDANCE WITH 7HE CITY STORM~~44/
I A. LARGE TREE CATEGORY - OF G17MVILLE DRIVEWAY ORDINANCE. GRAPHIC SCALE ~A>fi R
Q I ! RIVER BIRCH 21. INSTALL MEDIUM DUTY ASPHALT PAWNG IN DRIVE AISLES 30 0 15 30 60 INSTALL UGHT DUTY ASPHALT IN PARKING SPACES
I ully Contac
! a SHALL TREE CATEGORY - I Q ARISTOCRAT PEAR
! Z 1. WATER & SMITARY SENER - GUC Refererww ( IN FEET ) Me Data 1 inch = 30 ft.
CLIFF CAHOOµ 252-551-3386 BRADFORD PEAR - ~ CAPITOL PEAR, AND
! Q 2 ELECTRIC - GUC CLEVELAND SELECT PEAR i I O.S A-19 PC 305 TOTAL ACREAGE IN LOT 1 - 1.97 AC D.B. 1074 PG. 451 TOTAL ACREAGE IN LOT 2 - 3.94 AC
F ! CHRIS COREY- 252-551-1586 C. EfRGiREEN SHRUB CATEGORY - D.B. T 37 PG. 562 ACREAGE IN COMMON AREAS: NONE
I 3. NA IIA?AL GAS - GUC RED 77P PH07INIA D.B. 723 PG. 356
I CHARLES BUCK.• 252-551-1593 E NO LARGE TREES TO BE PLANTED MITHNV UTElTY EASEMENTS D.B. 909 PG 132 ACREAGE IN RECREA7701V AREA(S) AND THE LIKE: NONE D.B. A 19 PG. 67 OPEN SPACE. NONE r ~~~?uror~r~ Engineers
I I J 4. CABLE N -SUDDEN LNVK D.B. U 26 PG 45 (4 STORY EXCLUDING BASEMENT)
Q BILL PARAMOM 252-757-2250 F. DUMPSTERICOMPACTOR SMALL BE SCREENED ON 3 SIDES IN ACCORDANCE b Z ! D.B V 47 PC 549 TOTAL NUMBER OF UNITS/BEDROOMS - 193 UNITS1286 BEDROOMS CA Planners STA 7E HIGHWAY BOOK 2 PG. 17-B & C R~ ~i
IETEPNONE - Ei11BAR4 WM SECTION 9#288 LTV OF THE CITY CODE FIRST FLOOR GROSS FLOOR AREA: 37108 S.F. (14 ]livers Surveyors OR.••""" Associates, Inc. M.B. 15 PG. 49 + • Shoe 1918
I Q GARY JaVE&% 252-355-5920 G. ETOSTING SUBSUME WOEM10N MATERIALS HAVE SEEN NOTED LNCUMM PARCEL NUMBER 13500 BUILDING HEIGHT IN FEET AND STORIES 50=J 3140 FROM FIRST FLOOR ELEVATION •.ti w, l S l S 107 East Second Street 6131 Fells of Neuse Road, Suite 300 PARCEL NUMBER 29030
lFIEIR 91SU C LOW WS), 7MWS). AND SIZE(S). I 6. CITY OF GREEIVNLLE RECTtE41?ON SERI Greenville, NC 27858 [phone] Raleigh, NC 27615 (919) 8483347 TOTAL NO. OF PARKING SPACES PROVIDED: 28B SPACES _
I AND PARKS H. EWTM SLUMUTE W ETARON MATERIAL SHALL BE PROTECTED FROM SITE { 1.3055 90%CONST. DOGS SET (INCLUDES 7 HC SPACES) o , 1 J
GARY FENTON [phone] DEMORMENT ACVW71ES IN ACCORDANCE METH SEC 9#2650 Bufferyand and Stakkg Plan +o° E TOTAL SQUARE~OF IMPERVIOUS AREA 157,590.55 SO. FT. (81.21 , ° 0 , °
C I VIIIIG7 De IMPERVIOUS AREA FOR PARKING AREAS 102,144 SQ. FT. (39. 7X)
I 1. PARKIM AREAS SHALL BE SCREENED IN ACCORDANCE WTH SECAON 9-4-268 (f (9J). BVP FIRST STREET PLACE; LLC CURRENT ZONING: CD(LOT 1) 1 (LOT 2) First Street ace
I MM81NLIl OF 3 FT CLEARANCE MUST BE MAfNTABIED AROUMID ALL FIRE TNO UVF OAK CENTER TAX MAP NO.
I I HYDRANTS BV ACCORDANCE WIN STATE FWTE OWE 3445 PEACH7REE ROAD, NE Y/IAI el • Ir - 08 GreenwIle, Pitt County, North Carolina SUITE 1400 PARCEL NOS - 1350a 28030
ATLANTA, G4. 30326 SURVEY „FW DRAFT AR SCALE DRAWING N0. PROJECT NO. SHEET
PHONE [phone] DESIGN CHECK JDv 1'3-0' E--270 27112 C-1 SIAM 4110412008
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>3 ~ / i ~ l l I l W m I ~ / 1 1 0~ I I ZOI~D: qR I I f.LP. EXISANG IRON PIPE N ~ M ~ ~ ~NNk w ABANDONMENT OF EXISTING ~ ~ ~
I ~ / ~ ll l~, N 1 1 1 I 1 m I, / 11 W° ~ N I I I I LP.S. IRON PIPE SET WATER MAINS TO BE , , , N.P.S NO POINT SET
a ° I •I/ / ~ ~ y I i ~ 1+~~ / ~ 11 ~ ~ ~ / ~ / l l / 1 COORDINATED WITH GUC. ~ ~ P.N. R I I PA CEL NUMBER
e4 h~ / 1 1 l~ / l l V ~ ~ ~ ~ / / 1 I I CONTRACTOR TO COORDINATE I M.B. MAP BOOK
,1. , / N , / _ I / I 1 RELOCA 110N/I4EMOVAL OF STOCKPILED 'PILED 4 4 PG. PAGE
a II ~ + ~I l ~ , /jl/ / I l ~ l ~ / ~ I I I I I / I MATERIALS IN THIS AREA WITH THE CITY NE CITY ~ I , I D.B. DEED BOOK
, a ~ ~ ~ f ^ I I / OF GREENVILLE RECREATION AND PARKS I PARKS ~ ~ 1RANS 1RANSFORMER
_ ~ W~ - _ ~ _ ~ ~ ~ l / I 1 / I -~I r -~--L--_= ~ 9• ,./Irl DEPARTMENT. II
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a
I - I l l LAwfis of Disturbance M7 72 2. ]BEES AND VEGETAAON ON ADJACENT PROPERTY AND WIINNV i ~ TSP 0 TRAFFIC SIGNAL POLE RIPARIAN BUFFER 70 BE PROTECZED. I TEMPORARY BENCH MARK LOCA17ON (TB.M.)
f J lA r , I • l ( 00.4+ I~ , a S REMOVE ENS77NG ORIVEWA ALL EVS77NG PAVEMENT AND CURB 0
~I fl i ~ IJ ~ 1 I N AND GUTTER AND CONCRETE IMIHIN DEMOLIAON LIMITS P.O.B. POINT OF BEGINNING ~
~ EXfS11NG METAL SHEL A REMOVE EA(IS77NG ON-SIZE STORM PIPE, C47CH BASIN$ WATER, SEWER S.S. SANITARY SEWER 0106
J 7 AND E1EC7RIC4L SERVICES TERMINATE SERVICES AS INDICATED AND a AS REQUIRED BY GREENVILLE U77UZIES CaWMIISSION.
f 1 iBb l TREE 70 BE REMOVED
5 REMOVE ALL BULDNNGS AND S7RUCTURE'S INCLUDING SLABS AND FOUNDA77ONS
6 REMOVE EMS77NG AN-SJ7E EXTERIOR LIGH77NG W THIN DEWOIJAAN LIMITS
7. REMOVE EXISTING AN-S7E SIGN AND FENCES WTHIN DEMOUAON UMN7S
gyp.; , B. CONTRACTOR 70 COORDINATE REMOVAL OF EXISTING U77UTIES GRAPHIC SCALE
WITH LOCAL U77UTY OWNERS MINIMUM ONE MEEK N07XE TO GUC & 30 0 15 30 60
UWy Contacts r WATER/SEWER DEPARTMENT. COORDWATED WI7H NCDOT AND THE CITY OF GREENVILLE:
Q e ti. UNITS CF DENW77ON - UM17S OF DISTURBANCE
L WATER & SANITARY SEVER - GUC 10. CONNTRACTOR ro REMOVE METERS, METER BOIM FIRE HMRAN7S AND ( IN FEET)
V V CUFF CAH001V 252-551-3366 VALVE BOXES, ETC. AND DELIVER TO GUC 01PERA7IONS CENTER - MUMFORD ROAD 1 inch = 30 ft.
2 ELECTRIC - IX/C 11. 010MATTON OF WATER VALVES BY CONTRACTOR IS PRO1111917ED WATER VALVES MUST BE OPER47ED BY GUC PERSONNEL ONLY.
1 , Q CHRIS COREY 252-551-1566 12. PRE-CONSTRUCAON CONFERENCE MUST BE HELD WI7H GUC AND CITY ~r~un~nr~P .•i Engineers
I NA]URAL GAS - GUC v ixg PI PPP v Planners OF GREENVILL& PRIOR TO ANY DEMOLITION. CAR91/ s, Surveyors P °°°ai•y oO
/ Q (A a W CHARLES supt. 252-551-1593 b°; ]livers Associates, Inc. 11 CON7RAC70R TO UNIT OPERA71ON OF ANY EQUIPMENT UNDER POWER UNM AT 7HE DIREC71ON OF sbce191e
n 4 9v + 4. CABLE TV - SUDDEN UW( e - GREEINVILLE Ul1UTMES E1ECIRICAL DEPARTMENT. [phone]. MINIMUM OF 48 HOURS NO77CE PRIOR ! g a 107 East Second Street 6131 Falb of Neuse Road, Suite 300
r BILL PARAMORE: 252-757-2250 7O OPERA ZING EQUIPMENT BENEA 774 POKER LINE : SEAL 6 R Greenville, NC 27858 [phone] Ralaigh, NC 27615 (919) 8463347 s m
S IEiEPH0NE _ E1IBARQ 90% CONST. DOCS SET 55 ° . n . 14. CONTRACTOR 70 MAINTAIN ACCESS M DPD PROPER77ES I, LLC 130
ii l V Q GARY JONES' 252-355-5920 SOUTHWEST CORNER OF FIRST STREET AND PITT STREET. rlQll •~I OI Ifs+4y00.~
6 CITY OF GREENVILLE RECREATION AND PARKS OC Y / F° 0° 6• V FO "3r>
GARY FENTON [phone] F, u2°
First Street ace
d!-1¢-pg Greenylle, Pitt County, North Carolina
SIAtVEY ,,Eryy DRAFT AR SCALE DRAWING NO. PROJECT NO. SHEET
DESIGN CHECK ,MTV DkP 01!0412008 1-30 X270 27112 C-3
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T 36'L X i3 5' W X 1.83' 1HK. REINFORCEMENT ! AR Rl VER OF 1.5: f OR GRE IFORCEMENT MATS ON ~.OPES APPRO,~'MATE tOCAnON L>F 1HE EDGE OF 1.5: f OR GREATER (SEE DETAIL) ~ TAR ~VfR, ~D ~ ,,per '
pwmr sua~~ aEV~ncw - ~.so PROVIDE SILT FENCE ALONG 71 TONS CLASS 1 RIP RAP rs<rFD( 2007 (uNE• LS SECT >n CHANGE
~Ai° 4~~~ TAR RIVER ®EDI~' OF WIlH FILTERCLOTH UNDERUNER RIPARIAN BUFFER RED APPROJOMATE LOCATION FLOODPLAIN F1PDAl fD 7PLAIN F1POM FEiiIA DUE li7 NATURAL CAUSES AND MAY ~
RIPARIAN BUFFER MEA OF FLOODWAY SCALED FIRM 3720468800) a ~ - _ = ' OF BAN OF ~pry~ ~ry~ [7 PANEL 4688 J, 3720468800) MAY NOT RFPRESEIVT nlE ACNAL C 4688 J, LOCATION OR THE LMNT QF THE LAND
wC ~ - 50 (ROM /Vr ~'/~yp, I'C117A ~IR~ ~ N~ ^-Y`- ~ ~ THE TAR RIVER ON iNIS 3720468800) PANEL ~C71VF JANUARY ~ ;I1VE JANUARY 2, nTLE
~ _ _ - ~ - - - _ _ _ ---•e-- ' ~ _ _ PROPERTY 46~ ELEVAIJON = 23 8' IN TA M TUR COP1fl"Or~~ S LL LANDLOK 1R 435 F ATION = 238' REINFORCEMENT MATTING AF1ER
. _ ~ JANUARY Z 2004 T68)) RIPARIAN BUFFER PR01EC110N AR r. AA wok wA/ be done M occordanoe w1Hr the pty of
LIR LAND aS BACKFlLLING „ Groen~'Is Erosion Contra/ Olydhance. No land NO CONS1RUCnt1N1, fILL ~ ~ E ~ dlaturbk?g
• S 6 ACnV1TY TD TAKE PLACE N11NNY 1HE 3? µPi octhity beyald that roqukrd to dsataV! the apprapr/ots melon $89 9 cartrd measlars ma untE measwea are M and
- zr ~`7 . z n0 ~s M sd7E ~ ~ uNE 7517E 00 E Z),9 ~ ; ~,~o yPr~ SE S 752'34"E ~ l~RS~ = ~ • ~me appro+bd by the City of G~eenvAle. Cd1329-4467 to schedule an fD8 62 Y ~ 9' , ; W ~ o JnapectJal.
.P . ~ I: . - 66.45 - - _ - N.P.S - - e
r l ..I• , _ ' ':i. ;:r: _ _ - - - ~ - - ~ ,~;:-;y. ,p;3~ ••r o ~ ~ 2 FoNowhg alts deaMg, all storm aYaMage cufrdrts a>d ~ M1!¦~ 107052.00
is . '.sAN:M.H.~:~.. : ~...•.S1LT'r.G+rCI~' O ~ es - ` • • , ; N oao= structures ahd/ be A~std/ed Rock Mkt SedYnent Traps shill be ph~ced • , . ,.~!!rt ~ : ~ p o, around all ahahoge structures to collect awklce runoff and
TpP 69: _ ~.~..1 { :;N~~. antral sltatJan and release slater at a grodud rota All 4•;.;, ;`r ~ ~ easements outside the alt kt e+hero storm orb Mataaed
,1: 1• _ f : .,f, . y,•. , . ~ . , : , euV set r, ,r, • • • ~ : • - - • . w9/ be graded seeded and mulched ~ $Y.
` ~ ~ O ~ • is
i J, + I ~r Q I ~I . • . , . • ~ . ; - ~ 3 ParkMg lots shah haw stone bole placed on them for ~ .E • ~ ~ • ~ ~ ~ stabElzatlon axl shoulders shah be seeded to stabAJie the
v \ \ I ~ • • , : • • r , . • y-- • • ~ . , . N soE Seed bed preparation shill be conducted acceding to North ' • •i'' rn Cadha ailment of T etatkn Standard s liar
s.:.: ~ ~ ~ \ a ~ ~ ~ I ~ 1 ~ I ' • ~ 1'~ Roads and Structures (D.QT.. The ground surface shah be
• ; ~ : ~ ~ ~ A " cleared of atom stop roo stork and ~ • ~ : • • ~ , ~ _ ~ P~ e~ t~, cabled wkel 9?nde e~, N
_ _ - 1 / ~ • ~ other matarlda that might hMder doper graayng tNloge; Y \ r / ~ seeding a subsequent mabtenance tkna f,Yades on the atio ~
y r i ' 1 1 I ~ro to be seeded shill be malntabed M e true and evrn ca>dtlon. r~ . wy
~ l / ~ /r . _ ~ N~ MaMtenalce shall Mdude any necessary ropahs to pro?Ibualy 1-1 ~ ,M ~ graded aeoa AN graded aeaa ahaN bs thaaughly tdkd to a .ti O
,-J . - ~ . g~= epth of at least four 4 Mches b / l d y pkwMg ddekMg~ herowing, ~ a
~ - ~ - - ~ ~ I' I \ a other approved methods untE the condition of the sok k " ~ m d ~ 1~ \ S!L \ v I \ acceptable: On sites where sad' condtlons ore such that h/gl? (/1 ~ m o~D O I
= _ _ OUTLET ~ ~ ~ \ ~ day content a1d e>w canpactlon cause dlffloWty M gettMg ~y 0 m O
~ / O .q m 24_~P. clods and hnnpa stTrcNwlly pulwrlred the Contractor shag use v 0 al O
_ _ ~ N^ the rotary tillage mochMery until' the m1xMg of the adl Lt ~ 41 O ~ I I ~ ~ m ~ acceptable a?d no dodo a dumps remaM lager than 1 1/2 Mahea ~ m O .O eN
~ I ) ~ ~ 1 1 2 a I ~ N ~ o~ M ddalr?eter. A tknl an ar •,•-i ~ a m~ m 0 x ~,o ~ ~ d oampact seed bed k rrquiFsd a1d oft M ~
e ` I 1 ~ \ \ I STORM ~ ~ ~ I "o, I n ~ beMg graded, the seed bed shall be lightly canpocted wlH1 a laid V m I I • I ~ x2 idler, sud? as a cult~adcer, before and after seedMg ~ m dl
Q ~ I I / i ~H Na/ r ~ O O~+'~'O Af > ~ ~ $ _ ~ ~ h Ldnestons shill be ddomltk agrkxr/turo ground lM?esta?e O O ~ ~ ~ W
~ I o 1, ev~~r. r / ~ , . ' ' / ~ Y I ~~x 2 " a N ~ confaMMg not leas tha? f0 perosnt magnesdrm ox~ Ldne shill I ~ y N ~ be unifanMy applkd at the rote of 2 tale per Dan Fertirbror ~
I ~ 2 shill be uniform/ kd at a rote of 500 ds er oar of I B y ~ P~ P
V ! • f'• ~ \ ~ I ~ i I p ~ f0-20-20 a1d~ The 16rtRlzer shall 6e Mcaporoted Into the i I ad N upper three a four Holies of prepared seed bed ~Frst prior to the
~ ~ ~ ~ N I ~ ~ loaf td9age operation, but M no Dose eh~ K be applkd more x I ~ ~j
t 11 1 1 + 1 1l 1 / I - I R ( e I a / li I - 4 than throe days prior to seedM¢ Fertd7zer shill be used I I ~ dnmsdkrtaly attar delivery a atarod M o manner that wiN not Q
a ~ i t ~ I I ( ~ ! I 1 l 1 ~ ~ ~ ~ 1 I ~ W 1 I 1 ! 1 ° ~ I t C permit /t to ha+der? a destroy Jts etTecHwness. I f . ~
Q ~ ~ 1 l 1 ~°l O~ J ~'J°/C 71P 1 I ! ~ 2 ! I \ ~ / ~ I y r-I I Nl1en hyd~oseeding equ,~Pment ds used for seedM~ liar
Q2 Q \ ~l ~ o /y / / I A N W Q ~ ~ I / I / ~ ~W g 1 ~ ~ 1 ~ h ~ ~ 1 / 1 arc I L, I ~ 0 I shag be goplkd sknultoneously with seed usMg the oboes rotes
k Q2 ~ I I ~ I ~ I ~ I I 1 1~ I/ of crpplkatfon. Seed shall be certllied seed a equivalent based • I m on NorH? CorolMa seed hnprlo?wrllant Asrodatd~n roqudroments for
o ~ ! I I 1 3h k~o ~ I!l l 2 1 ~ o ° ~ I le)` f / I ~m 0° ' • . ; ~ : • •';~.i~ I oertltkatlon. A?! seed shall be fumlahsd M sailed steldord
h l 1 11 ~ y ? l a ~o Q~ ~ r c t ~ 1 1.• - ~ h ~ ~ I / ~ I I 1 ~ 1 ~ o~~~ \ oontaMe% Seed whd~1 has become ws~ moldy, a otherwdse \ I damaged prior to seedMg wNl not be occept~le. Seeding shill
m ~ o I I 20 w h ~ ~ ~ l I I I 1 ~ 1 t 11 1i O . PaQ~, ~ ; I bs occomplL9hed w/th hood plantersr power~~aim planters; bond ~ ¦ ¦ ¦ ¦ ¦
Q by ~ ~ I x 1 1 / o~- 1 1 1 l i N 2 ~ ~ I ~ ! 11 \ 1 ~ 1 11 - ~ ~ o ~ W /l I k-- / ! ~ \1 ~ ~ ^ adc a h e . ~ . ~ I v P are 1M9 equ{oment at th tdkwMg rotes: r•l ¦ ¦ ¦
~ ~ l / I \ W ~ Ii I i t ;L: _ / ~ ~ seed sail dM to a?d 4 Preparot (oflslte drohoge eosemen ¦ ¦ ¦ ¦ ¦
~ ~ ~ a / e I 1 ~ h,, t ~ ~ 1 ~ ~ - 1 I ••~t':•t'• n ~ stormwater detention sea): r w
~ ~ Q 2 tone per oar
v . Q? i I I ~ ~ III ~ ~ ~ l II I - 1 1 ~ 1 1 1 0° / 1 ~ I I > > 1 I • : ~ • ~ • ~ y'• ;.;;~y x I • ~ \ ~ 3 FertAizer (10-20-20 - 500 ounda er acre
~ ~ I I I ~ ~ \ \ 111 1
= 3ah0 ~ 1 e / p oo ~ ~ ~ ~ \1 Il\ m ! ! ~ I ~ . h / e i / Nw / \ Y.l. N0. (j ~ 22 SaadM9 Mixture: . Tt7P 49.t OT N 1 I ]FMP RY 2
~ h ~ p I 11 / / \ , i ~ rNV. 4~0o ZON D ` I SILT CE (Jeuay 1- Malroh 31)
~ 20 . I / I ~ / 2 ~l 1 ~ \ ~ M I / \ ~ ~ i I • ~ a Common Bermuda gross (wlhuNed) - ZO pounds per acre
~ i ~ - V ' \ x ~ 1 - ,irl 31
~ ~ II ~ ~ ~A ~ e , I J i I f ~ ~ l e li / ~ I I > (M~ y ) u ~
I ~ Carunon barmu degrees (hulled - 15 pounds per acre
/ I / ~ / / ~ / / ~ \ I \ / ti ~ / 1 I I ( / \ I " Nbeping Lovegrass - 5 pounds per Dare Can - 8 ounda ar acre P P
/ / I I '~i / ~ l / \ I I \ / e 11 / / i I I ~ / I / / ~ - /
I I l i I / / \ / / I I l . ~ / r _ / I (August 1 -December 31)
/ ~ Canmon Bemwda grass (unhuped) - t5 pounds per care
/ I r ~ ! / / r- _ / / 1 \ I i \ TaN Fesaue - t20 pounds per oar \ \ ~ ~ ~ ~ Centipede - 8 pounds per acre
2 I l` 1 ll/ / ( ~ / 1 I ~qN ~U
-L - ~ l l ( l r ~ ~ ~ 1 - - ~ ~~a u g Seed Bed Protection: I a > $II
2 O2 Straw lifUldl - 2 ta19 er Oar Y18Ud \ I P ! 1
J I / ~ o -l ~ / / , I m ~ Asphdt Tack - 0.03 gaNons per squab yed r ~ - - m . 18` ~P o=
f ~ r r .SmaLmdr~! ' ~
l ~h / I ~ I I l I l i / - - - ~ - - - - - - - 4. Temporary aeedMg veil/ be done M those eras that are rr bee a?d no work dare far more than 15 days but M no case shall
I ~ 1 ! 1 ]EMIR ARY ~ I l Slur ~ - ~ 1 ' ~ \ the era be left unattended for more tha? 120 cloys ~ ~
\ - - - - - - - - - - - - - - - - - ~ ~ ~ _ 5. All aroekn and sedM?entation control deWces shall be
v / I l ~ _ / / l / _ _ ~ ~ / iw~wc l~ I 1 / l ~ ~ l / ! / / r ~ ~ \ h?spected by the Controcta oRer each roM}bll, Nhen
I / / ! / / I ~ / / / as f f,~ asaero) ~ I ` ~ ~ 0. k?epectrorl rowdy the trgo to be roaboed to 50X of derlgn
~o I ~ I l / / aa~~ aa~~ . - _ 1 ( I M I / o e / ~ 0 ~ I u / / 1 M,wxae ~ ! l i ~ ~ I - 1~ 4s.•i~(iN ~ oapadty a the devke to bs delklent M Rs Mtended 0 - - -1µY• 4495 ou ~ ~ ~ Purpose such os fabric deterkx+aflon /ar ad't fences the
/ / I/ / / / / / / e ~ / ~ ee ~ ~ Q / / ! / I / 1 ~ I Contractor shall rooter the dedce to its algMd 1 ~ 1 I I ~ I ~ condRlon.
/ l 1 / i l I l 1 / i ~ ~ ~I
I / I ~ / I l l/ / / ~ ! I l / I ! ! I ~ _ ~ / I z ~ / / ! 1 I l Ikl/l o I ! 1 J l / / ~ ~ ~ S Aa erosion a1d sedbnantotdan control derfrres shill / ~ J romoM M place and be moMtaMed b the Contractor until dl
I ~o Q u h0 ! ! ! ~ I 11 •l y ! l l l ~ ! t ~ seedin k establkhed and con8trucHal seas how been / ~ I ~W~~~ 9
1 ~ 1 ° ! ~ I \ l l olll o I I ! ! I 1 1 I o l/ / I I \ / / ~ ~ ~ atabNlmd 4
1 ~ ~ / ( ! I q~ I I l h~ I1 I ! I I / w Q~ ~ ~ . $f;i3~
I ! ~ I ti 11 I ~ ~ 1 ~ ~ I I ~ o
1 ~ 11 m/ ~ ( 1 1 I b ~ ! 1 ~ / 0 1 ~ 0 1 1 I/ 0 0yt / / ryl I ¢b 1 ! 1 ! ~ e=~~a i/ ~ I I ~
! / u 1 ti ! ( 1 a 4 1 I ! ! 1 1 1 ¦-H H -I- -I- o ~ o ~ / / . XI T. 4.5 EI' S ~ ~ 51.40 ~p~° £ ~ ~ / V~IV/ I VI ! O D~'IV1VI I0'
I ! I 1 1 11~ n 1 ! e ~ 1 1s I ! ~ . , DRIVEWAY nrv. 4a.as burl ~~mia I i
1 1 I ~ ~ e ~ 1 c ~ ~ ! ~ ~I' 6 l~ 1 I 1 0
r ! I ~ ro ~ 1 1 o e 1 s I 1 I 11 ~ . .0 ti I I EX1S11NG CEMETERY rau. x' av corlc~ 1. NO LAND aS1URBNVG ACAVITY BEYINVD 1HAT REQUIRED 1O Pao ~ ~ INSTAIl APPROPRIATE EROSION CONTROL MAY NOT PROCEED
I ~ ~~l ~ 1 1 ~ 1 ~ I 1 11 i Il /0 ~ I 1, , I I ~ I I arY or- ~r+?vrcLE !N"w 88~ (80' PUBIJC R/II~M.B. 15 PG. 49; 598' B/b) UNT1L EROSION CONTROL MEASURES ARE INSPECTED AND
I 1 y 11 I / 1 ! ( I I PARCEL NQ 28966 50 X 20 X 12 1HK. I / / a 'off/ f2" 1HK. APPROVED BY THE CI1Y.
1 er ( M I I I zoNm: oR STONE CONSTRUCTION I 1/+ / / `mow h/ 1 1 1 1 1 I ~ ~ ! 1p" y~" ~ / I I ENTRANCE 1RUC110N Z salmtluNG OF A PRE-CONSTRUCnav CCINFERENCE IMTH THE
II "I / l u l l I ~ 11 / ETr'OS/ON CONTROL INSPECTi7R IS REQUIRED PRIC>'R 117 INlnAT1NG LAND aSTURBING ACnV11/E~ fOR lNSPECnON
i / ) l i ~ 1 1 1 1 I DPD pROPERi1ES I!, LLC CALL [phone]. 24 HOUR NOTICE IS REW92ED.
I / 'e R ~ / / / / I I i I 1 I / / / Ao 0 / I D.B. ?073 PG 352 PARCEL NO: 27592 3 INSTALL ROL9( INLET SEDIMENT 1RAPS AROUND ALL CATCH
~-.b I l , l l l/ l l 1 1 ! oo~o I / ~ / W~ I / ~N ~ i / / l l / ! I I ZONED: OR BAStiVS AND DRC1P INLEIx
4. PROVIDE ZO' X 50' X t2' STONE CONSTRUCTIAN ENTRANCE aV
~m0 I / / ~ / I / ! I DRIVEWAY AS SHONN ON P1ANS
oa I~,~, / / 11 ~ I / ! ! 204 / , / / I / 1 I ~s ~ I/ ~ c~ ~ f I ! I
y I / ~~o y 1 / /j ~ / / I I / ! ! / S SEED OIR OIHERINS~ PROVIDE GROUND COVER DEVICES C>R
^ a ~ l l / ~ I / ! ! ! STRUCTURES SUfFigENT 1i7 RESIRA/N EROSION fi7lt
ALL EXPOSED SLOPES NlnldN 15 iNORKNVG DAPS OF COdIPLE1ICW OF ANY PHASE Ole' CRADdVQ
~ ee M ~e~ d enMe~,le
- e v of ~//l/ ! c N~ -s----! _-.,L_Lie---'--a°~ 1 / / ? l ! ! 6. LIANTRACTDR SHALL NVSPECT AND MAaVTAIN AS NEEDED ALL esi eAel ersel~ ree ~qnr of b
Nh~ / ~ ~ ~ 4VV ~0 / ! ! !w np • s / ~ ~ !p l / I 1 EROSIOW CONTROL DEVICE'S ON A NEEKlY BASIS AND AeweY M eMel set M eyeMeee4 AF1ER EApf MAJOR Slggdl EVETVT. FAH./JRE in IlE'EP ALL e ~ ~ p p tit ~
0 2 h ! I dV1!!?~ ~ ~'o ~V~ / 9 I / / / / / ~ EROSTOW CONTROL DEVKE5 dV PROY°ER NgRlONG ORDER N"~s w w Nd~et
! r / ~ ! ! ! ! 2a / ! o ~ / / MAY lii~LT NV A STOP Ml7RK ORDER OR pNL PENALId:B LIP T0:5000.00 PER DAY OF WOUAON.
! I l ~ ~ l/I I ! ! / 1 / c,~ l/ / ~ i
! I i / 11 l / / ~ 1 7. 1HE Cy]Y ENGMIEER RESERVES THE RIGHT >n REQU!>TE•
1 / / / / 1 / / / / / ~ LC-QE ADalIANAL E1tOSlAN CONTROL MEASURES SHOULD
/ I / / I ! / I ~l/ ! i ~i B NO PERSI,W MAY NVlAATE A LAND aSTL4~BING ACANlY
I ! / / r 1 I ! , _ 1 BE171rtE NOT1FYdVC THE p1Y OF GREEAINLLE OF THE DA1E THAT 1f/E LAND-DISNRBfNG ACIINTY NfLL 6EEA4V.
11 1 I 11 ! ~ r Q
I I I I, fir t ~ r l x320 X ilGQ SPOT GLG?A T1fAl xY/rlL a ev r~er ee~ ~n.irrn w.~• n.u~ ww nwww.w•
.7. rLCllx CC N VI-CM MAI A INLG IV MVICVI AIW MAMMON E10S77NG BUFFERS ALONG WATERCOURSES IN THE NEUSE RIVER
EXIS77NG METAL SHEL 7~ / k TAPER CURB DONN x,~Q BASIN BECAME EFFEC77W ON JULY 2Z 1997. A TEMPORARY
I i i II FOR HC RAC -.5 RULE 70 PROTECT AND MARVTANV EVS77NG BUFFERS ALONG
E I WATERCOURSES IN THE TAR RIVER BASIN BECAME EFFEC77W ON iM SPILL GUTTER SY1~QC , JANUARY 1, 2000. 7HESE RULES ARE ENFORCED BY THE DIVISION
OF WATER QUALITY (D100 DIRECT ANY QUES77ONS ABOUT THE
r , ;f0-- CGWOUR LINE -I+0- APPUCABIUTY OF THESE RULES TO YOUR PROECT TO MR. ROGER THORPE, REGIONAL IYAIER QUALITY SUPERVISOR, WASHEVG70N 0
REGIONAL OFFICE; AT [phone]. U f1 ® C47T3I BASIN OR DROP NRfT ~
Ta A a . ACCEPTANCE AND APPROVAL OF THIS F'LAAI IS CONwnONm UPON
S1O17M DRAIN UNY contact YOUR COMPLIANCE NI1H FEDERAL AND STALE WATER QUALITY LAWS,
REGULA77ONA, AND RULES IN AD01 nON, LOCAL OTY AND COUNTY ~ CtIRB AND GUTTER 1. WATER & SANITARY SEWER - GUC ORDINANCES OR RULES MAY ALSO APPLY 70 7741S LAND-DISTURBING
CUFF CAHOON. 252-551-3386 AC71WTY. APPROVAL BY THE CITY DOES NOT SUPERCEDE ANY OTHER
Q - WATER Max AND VALVE -w--H- 2. ELECIRlC - GUC PERMIT OR APPROVAL.
CHRIS COREY' 252_551_1586
flRf HYDRANT AND VALVE a
%/Q h J. NATURAL GAS - GUC
SAN SEWER MANY AND CHARLES BUCK: 252-551-1593 GRAPHIC SCALE u MANHOLE
4. CABLE TV - SUDDEN LINK 30 0 15 30 60
BILL PARAMORE: 252-757-2250 Lhl/N75 OF DISTURBANCE
S 7ELEPHONE - EMBARQ IN FEET
/i GARY JONES' 252-3W-W20 ( ) 1 inch = 30 ft.
fi= SEVAWBff 11W T 6 aTY OF GRmvwLLE RECwmm AND PARKS
li I I n N GARY FENTON [phone]
~ of h
z S LT FENCE X - ]livers Engineers
U I ~ k
Q'// 1 Q Planners STET FENCE OUTLET k-~ X Surveyors
Associates, Inc.
Z EE~$ skm 1918 t 107 East Second Street 6131 Palls of Neuse Road, Suile 300
S t w Greenville, NC 27856 (252) 7524135 Raley, NC 27615 (919) 8463347
90% CONST. DOCS SET 1.3055 ' ;fie : o
/ I J ~ it 0 10 c ~w 10
c. & VWt1 w control Plan
r y0 ~
' lrs Street ace
GreenwTle, Pitt County North Carina
i SURVEY ,iEW DRAFT AR SCALE DRAWING NO. PROJECT NO. SHEET
DESIGN CHECK JDV E-270 27H2 > 01104!2009
r~o C-4
*1 %8un*)WMW%ftAICE 1RAC -RMgAH,DW PMotto* Jm 1 200 - ~414m b Robwa
i i

fES N0. i bVK= 1.0
Quc Ac~r to TAR RIVER COLIC PBa~ AF'PR07pLlATE LOCAnAN AF 1HE EDQE A~
r0 rV T~ FAT' - 3 SIDES (IWTFR &NPfAL~ F1E'YAAi01V • L10 NIAi WALL 1HE TAR RIPER, F1E10 SURVE!'ED(APRIL
t7. (NATO dB) AM 4/Y7/b7 A~~lN9b11t11~C9 (6 - 8 ~Y. CONTAINERS TOTAL) 2007 (UNE /S SU8•ECT 10 AHANGE 1PLAIN fROM fEMA DUE IO NA111RAL CAUSES AND MAY AR
V APPROXIMATE locAT?oN fLO0DP1AlN >•ROM fDV RIPARIAN BUFFER MEAS RED FLOODWAr scALED FlRM 3720468800) 3720468800) MAY NOT REPRESENT 1NE ACNAL
a ~ - ~ ' OF BAN OF ~ PANEL 4688 „ o _ 50 FROM TOP fRObi fEMA FIRM y-.~""~`` _ - EFFECTIVE JANUARY ~ . 4666 LocAnav aR ~ Lal~9r a~ ~ LAND 'nVE JANUARY 2 nrLE
- - - _ • • THE TAR RIVER ON THIS 3720468800) PANEL _ ~ ~ _ _ • . l 4688 E~ECnvE zoo4 ~ ~ _ - - _ _ _ _ ---b~-- • PROPERTY ~ ,
x~ - _ - -:4.._:::.; r ~ - - _ Y 2004 (ELEVAAON = 2,~8 JANUAR z 4AON = 2,~8' AREA X88)) RIPARIAN BUFfFR PROTECAON
wo c~owsrRUCnON, Flu oR LAND asn~wvG r ~
31 E p.s. ~ ~ ACnV11Y m TAKE PLACE nlE sn~EAM g 38 N..~ nNS LINE S8 g9
ti•~. ~ M - fir... ~ ~ 15 E M 90E AF » S75i?100 E 27~ ~ r-~., ~m~ . 5 E S 7572 34 f
J • N ~ 108.82' y y l~ ~ 3 66.45 NP. _ - _ _ - ,y'~ ~~o N.P.S - : Line
r f ( y .I •I'. \ \ ~ ._.---"--.~...••~•-•J` - - ,r.•'c•' O e C ; JOB Ii1J1~107052.00
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\ \ I / , o ~ / ~ 1- r ~ \ I~ ~ do ~ i ~ x 391 x ~ I ~ C ~
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_ o T " - - _ . ~ l I l J J PROPOSED 6 IMDE RAIL CAP UNIT CAP UNIT BUIIaNG ~ ~ RAf~ -•5~ d ~ ~ ~ NoM~ M M~ CLIFF CAHOON: 252-551-3386 N,~ ~ ~ ~ M ~
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w ~ ~ ~ r~P ~ ~ / / / 44.5 CONCRETI o o I / / ~ py .o / ~ ~e 9 . I l / 1 CONCRETE ADHESIVE 2 ELEC 1 GUC CHRIS CARE?: 252-551-1586 M ~ Nom'
o = h / Kl?,~ ~ o J /q 8 / / / / VERSA-101! r r l ~ l/l t I I , VERSA-LAK STANDARD ~
l ~ / l/I l / ~ / J / wvr>s MADULAR CONCRETE BA9N ~ DRAB NYLET NATURAL GAS - GUC- -
J. / 1 ~ l / I l ~ / 111 / / / / J A ATE CAVAIIAN ~ : HANDRAIL ® ~ CHARLES BUCK: 152 551 1593 HANDRAIL
11 - J 1 l / LINE OSHA / / / ~ NAGE A I I l / / / / 1 THICK 11 NAGS AGGREGATE 1 THICK IiIIN. - - - - - - ST~I ORA91 ~ 4. CABLE N -SUDDEN LNYK
I / / / ~ RaND BAC~ru l 1 x / l ~ COMPACTED 95>r OF MA>~II~U ELEU. ASENIENT FLOOR B1LL PARAMORE 252-757-2250 ELEV. 39.10 ELEI~ 39.33 OUIPB AND GUTTEIP
1 / I ~ . 1 l 1 - - - - - - - ~ I ~B, / / „ ~ i STANDARD PROC1gR DENSITY ~ TELEPHONE - EafBARO
+ j 1 1 I l 1 a~nuT>•rEnc RErNFaRaawENr - r-~4- WA1ER MANY AIIO VALVE ~y.-.N- GARY JONES: 252-355-5920
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t EXISTING METAL SHEL t CUTLET J END OF WALL (1 I I OR 0 40 CEWERS MAX t t SLOPE TD DRAW (118- /FT.)
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CURB AND 5' SIDEWALK ELEV. 52.0.* Q7, ~b 5L2 rROUND R ~I., Ptivers Associates, Inc.
GUTTER AT 7RANSFt71iMER VAULT ~Y TOP OF q I tt YARD MEET _ ~Q =~~~ESJI
k ~4ri t t M ELEV. 49.1 FLOOR h t t ELEV. 5aoo P1RST Fll7f~ ; l ; 107 East Second street 6131 Falb of Neuse Road, Suite 300 E7QSIHVG PQpOSEn scoot ~ WOO cC a Greenville, NC 27859 [phone] Raleigh, NC 27615 (919) 848,3347 0
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l I I so n ~ I M ~F :~:r:,':; HIV m e 11E-IN EAST END AND WEST ETVD ON BOTH nNG • • I .3 ( ) E7as
I I I I ~ ~ / ~ ~ ' WATER MAINS - 12 ~ 16 , 117 VERIFY LOCAnONI, I y ELEVATION, OU151DE DIAMETER AND PIPE MATERIAL.
I a• c - / ~ \ I I ~ ~ . "o ~ I ~ Ci ~
I ~ ~ 1 r ~ \ e I I c - I # ~ ~ 6'• B' I ~ 2. CONTRACTOR TO INSTALL PROPOSED ARE HYDRANT, ON
1 I o ~ \ ~y ti 3 i I 1 I I ~ ~e ~a ~ i E7YlSANG 12' WA TER MAIN AND INSTALL ALL WEA iNER ~ ~ ! ~ ROAD FROM ARST STREET 7O NEW HYDRANT.
I I 1 1 ~2 \ c~ I ~
~ w 1 I ~ i ~ ~ ~ NEW HYDRANT m BE TESTED AND ACCEPTED BY GUC
I ' \ \ rl ~ I I I ~ ~ I r n ~ ~ M a j PR/QR 717 BRINpNG COMBUSTiBLf BUILDING MA1ETt/Al TO cs ~ 1HE S1'lE:
, I "a 4. Af1ER ST•lOp DRAWING APPROVAL, CONTRACTOR >O MAKE
v. ~ 1 ~y I AE-INS ON EXISTING i8' MAIN AND /NSTALL NEW 20' O1P
I J I I ~A, ~ ~ I y,~ ~ r cr \ I / / ,t ~ c \ ~J WATER MAIN.
B AFTER 20' MAIN IS TESTED AND ACCEPTED BY GUC, NEW
I r / v \ far ~ r ~ I r , A ~v ~ Z_ ~ ~ ~ s HYDRANT (SEE ITEM /2 ABOVE) TD eE CQNNEC7ED TO 20' ~ I ~ MAIN.
I ~c ~.r ~ 1 I l I , ~ , 4 ~c ~ bra \ Q ~ ~ \ I ~ 6. CONTRACTOR lO INSTALL PIPING TO CONNECT E7gSnNG 12"
I I ~ ~ ~ I g~ WATER MAIN 1O THE NEW 20' WATER MAIN. bra u g .
I I ;•v r ~ v v I r ~ ?o , 1 0 . , . I a •
I / ~ ~ Z r r ^ 2 7. CANIRACTDR TO PLUG EXISnNG 12 ~ 16 WATER Malys ~ I AND ABANDON BY QnIER• 1 PUMPING FULL WITH
I l ~ ~ FkjS ~ , - _ _ - - - m . e_ ~2 PLOWABLE ALL, OR (2) REINOVAL AND OFF SITE DISPOSAL
~ I I ~ . B B ~P \ \ ~ I / y ~ cy ~i 2 I ~ ti ~ ~ qiN \ _ METHOD lO BE APPROVED BY GUC AND ETVpNEEI? - ~?r - - - ~ ~ - - ' ` RE>IIOVAL AND OFF 97E DISPOSAL IS NOT AN OPnOW 1N --r--
~ l f 1 I \ • ~ ~ ~EEns~ i l ~ , A, THE CANTAMINAIED AREA. \ ~ \
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/ ~ ~ 1 ~ I ~ ~ `yNV 44,95 OU
rl ~ l r ~ I NOTE: w mw ~w mw SEf ~ INSET A ~ I
I r l ll ~ y CONTRACTOR TO INSTALL DOMESTIC WATER, ~ ~ I 3
1 ll SANITARY SEWER AND FIRE PROTECTION
1 ~ , 1 II ~ I ~ SERVICE UP TO A POINT 5 FROM BUILDING. WATER MAIN I fi ~W=~.,
l/ ~ , ~ ,,I r r r ~ ~ EXTENSION OF UT1Ll TIES BEYOND THIS APPROXIpA1E LOCAR ' ~ ~ ~ e~ ON Cf 16' i ~g r; ~ y 0 WA]ER UNE PER CUC RECOR ~ e
~ 1 I ~ lI ~ ; - DRAMlNCS AND AIARIGNGS - - - - - _ - - - - - - 6 « _
POINT BY OTHERS ll I I Y
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ll ~ ~ -F ~ o off' ~ APPRGXIMATELOCAilAN ~ 12` EXIST 24,5 ce ~ ~gWO~ ~ ~
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lI 1 r I ~ \ PARQEL N0. 28966
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~ ~ ~ ~ ~ ~ ~ I ZONED: OR
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I/ i I l 8' ARE MA1N.~ WA17S 909 RPDA
6' DOMESnCE WATER: WATTS 909 RPDA
1 f/2' fRRIGAnON: WATTS 009 RPZA
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I MANV TO BE ABANDANEO ELECTRIC DEPT. COORDIIVAJE INSTALLAnOW WI1H GUC ELECTRIC DEPT. [phone] MIN. ~8 HOURS NOnCE REWfRED PRIOR 7n ~'pIVIWNG CANSn7UCnON.

I l ~ I ~ I 2 MATERIALS SUPPLIED 8Y GUC E1fClR1C DEPT. (INCLINES 8' X 8' MANHOLE;
1 ~ I I r T2' 90' BEND RJNG AND COVER, 4' CONDUIT NITH CHAIRS). NVSTALLAnAN OF EIECIRIC CABLf TO . BE eY Guc
L-_-~ I rs• 12 FLDOBLF INSTALLAnON OF 4' CaVDUITS ~ TlE-IN1O E7QSTING MANHOLEE Nf1HlN RAILROAD R BY GUC~ CONNECnON WI1H /W
~ / CONNECflON WTTH RESTRAMIED JOIN15
I I OL'C7nIf?ICT1 _YIUITC
W YVIIIV \ ry/ 16!{L0 DIIIlIYI1P
/ I ! • y \ \ 20 X 16 REDUCER \ Sanffary Sewer Inwovemente H
EXISTING METAL SHEL I 200 OV AND BOX - \ EXIST. 12" 64 . - - - ` - - - - - - 1. CONiRACTORR 10 RAISE TOPS OF EVS71NO MANHOLES N17H PRE-CAST MANHOLE
! 20• X 12• TEE
SEC77ON IN ACCORDANCE W7H GUC DESIGN MANUAL. BACUUAI TESTING NOT REQUIRED.
22 1/2 BEND 12 DI 12' DIP \ 2. SENER SERNOES TIEING IN70 SENER MANHOLES TO BE MAMNE CORE ONLY. ~ Emll~ U P4 \ iD
E7OST rs' WATER - - - - EVST 160 WATER ! - 12•GV " GV AND 80X \ PROWDE WA7ERfll2IT MANHOLE RING AND COVERS NfIERE DE9GNAIED. 12 \ f1
' \ \ DIP a
11• GV AND BOX 20m DIP
! 12 DIP EXIST. 12 WA . 8
! I. _ 20' X 12' 7EE Z
J I EXIST t2 WATER 20• G Q - r2 90' BEND ap 200A 20' GV AND BOX \ \ d mod
'%l ! 120 DIP 20 X 16 REDUCER \ \ a
v4j N 16• FLEVBLE .4" 16 DI CONNECTION N11H 16 =2 16' DIP \
RESTRAINED JOINTS 16-t-22 112• BEND
16• FL CONNE 16' FLEVBLF GRAPHIC SCALE CONNEC7ION IW7H
41 1 Z~ ! f Na Q RESTF RESTRAINED JOINTS 30 0 15 30 60
INSET B INSET A
! IN FEET)
1w?ch = 30 ft.
N01E 4 rr " CONlI NOM CON7RACMR 70 UNCOMM EVS77NO WA TER MAINS 70
r, ~ UEERIF' VERIFY LOCA 710N, Siff AND TYPE BEFORE AnB PING
TIE-M 77E--IN. CON7RAC70R 70 SUBMIT DETAILED SHOP DRANINGS l ]livers veers
OF PF BEFOI OF PROPOSED 11E-IW FOR WC/ENG~ FOR AfPROVAL Planners BEFORE 77E-IN IS MADE ONLY ONE (1) WATER MAIN TO BE CARSurveyors
Q Q TAKER TAKEN WT OF SERNQE AT ANY ONE 71ME PROPOSED Associates, Inc. 9
TIE-M JOINT 71E-IN 70 SE COORDINA7ED IN1H WC/bVOPEER FLEMBLE E~~Si % shoe 1918 C JQ11N15 BY 19B4-SAN SALES, 107 East Second Street 6131 Falls of Nauss Road, SuitSALES, OR APPROVED EQUAL. 300
i SE r~ L Greenville, NC 27856 (252)1524135 Ralsio, NC 27615 (919) 8483347
1.3055 a = 90% CONST. DOCS SET •2e
Man
irs Street ace
I 01. Greenville, Pitt County North Carolina
SURVEY „EW DRAFT AR SCALE DRAWING NO. PROJECT NO. SHEET
DESIGN CHECK JDV 1"X30' E-270 2712 C_6 DAM 0110412008
Isurwwad~Ap71PfALA pNV~-fry 1RACTidwNUM-WMANLM Mth* Jon 14, P= - *Xon byRobwv

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I
STREET RIGHT-OF-WAY OR AS NOTED ON PLANS
VALVE 80X TO BE vaLVE sox GRaDE
SUPPORTED BY TWO BRICKS FlRE HYDRANT, PUMPER NOZZLE TO ..d • rL vaLVE j • d 12"
CAP (GLUED) O ~ BE PERPENDICULAR TO STREET U U NOTE:
- - uWwJuuuuiu Iu4LWyUt HYDRANT TO ~ PLUMB. IF AO,AISIMENT _ I I 2' CLEAR I '0 ' . , ° ~ ~ PAVED AREA 6" GRASSED AREA - (MIN.) -i i ~-i ~ i- d ~ • ' • ' ~ °
L-i ~ ~ ~ IS NECESSARY AFTER PRESSURE TEST, -III-I 1 I : III III I I I . r • , • ~ ~ / RETESTING MAY 8E REQUIRED BY GUC. - -
ELEVATION AS GRASSED AREA PAVEMENT \ SHOWN ON PLAN VALVE BOX MALL NOT BE INSTAUED - j~IIIIEEIIII~~''''EE~j~ff~IIlI~~ JOB NtJMBffit:107052.00 GROUT ° d• ~~II~II~II~~~II - i{•. 4" MIN. air;>v.;
CONC. IN CURB d< GUTTER. METER BOX MECHANICAL RESTRAINT DEVICES MALL
x NOT BE ALLOWED ON THE PIPE i a r ' ~ • . ; ~ • , s~ ' 24" PRECAST CONC. COLLAR • • ~ ° • SEE DETAIL -I ' ' . - d ' MINIMUM 3000 P.S.I.
VALVE BOX ~ ~ CONNECTION TO THE HYDRANT BASE. -i - ' ~ . CWICRETE CHECKED BY:
00 n FlNISHED GRADE - - 36'
VALVE BOX - VALVE BOX EXTENSION (IF REQUIRED) IN ACCORDANCE W1TH MANUAL DETAIL
WATER MAIN Z" PVC SCH. 80 a ADAPTOR COUPLING ,Y.,.; .,;h~; /
- I- PRECAST CONCRETE COLLAR
PROVIDE X57 / '7 - - I vALVE ~ .
CRUSHED STONE / / + I I ~ I ~ AROUND WEEP HOLES \ LOCKED HYDRANT TEE - - N - td
- VALVE BOX BOTTOM ~ ~ - - - (BOTTOM IN ACCORDANCE a 'L~
SLOPE TOP ~ CONC. TO PROVIDE - PATH MANUAL rl - _ ) N H l0 - - OTE ~0 O
2' BRASS NIPPLE DRAINAGE FROM .r,•• HYD. DRAIN. • _ VALVE BOX SHALL NOT BE INSTALLED ~ O Q
SERVICE SADDLE THREADED ;;i.~'!1~b'j,1.,,,, 6" PIPE CONCRETE BLOCKING _ I IN CURB AND GUTTER. ^ ~ O „y ~
2" BRASS NIPPLE 2" BALL STOP r°~•~=:"..~"~'~~t'~"' THREADED UNFORMED CONC. I~ - VALVE BOX SHALL BE IN ACCORDANCE ~ ~ 14 ~ Q I - -_-I W11H MANUAL. ~ ~ 'N O ~
iC ~ ~ 6" GATE VALVE _ - _ U ~ ~z`m
\ ~ ~ - . , - PLUMBED OVER VALVE.CENIERED AND ~ ~ O I t,U ~Q -mod'
TYPICAL 1-1/2' AND 2' ~p,o Imo ~ ~ ~~d~
FIRE HYDRANT INSTALLATION WATER SERVICE CONNECTION VALVE BOX DETAIL VALVE BOX DETAIL ~ Q A ~ ~c0."~~' ~
{FOR AREAS WITH CURB AND GUTTER) FOR VALVES 12 AND LARGER FOR VALVES SMALLER THAN 12" o ~ o ~ ~ Oc>,rn•~~rw
(W-3) Nor To scALE (`IIj-~}, NOT lb SCALE ~~1~I-6J NOT TO SCALE /w_] NOT TO SCALE
IH 0
O
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RESULTANT THRUST AT FITTING NorEs
AT 150 PSI WATER PRESSURE TYPES OF THRUST BLOCKING 1. ALL FLANGE BOLTS SHALL BE GALVANIZED 5. DRAIN OPENINGS SHALL ~ SIZED TO ADE ATELY R LIE QU E VE TOTAL POUNDS 2. USE ONLY CONTROL DEVCES APPROVED BY GUC AND THE FOUNDATION MAXIMUM DISCHARGE OF APPROPRIATE OENCE. V1 N01E: MANHOLE RING k COVER TOP OF PAVEMENT W
N%' DEAD 90' 45' 22-1/2' 11-1/4' _ FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH, 6. REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP2) ALL PIPING AND FITTINGS SHALL BE SCH, 40 r~
DIA. END BEND BEND BEND BEND r LI r ~'"i4,e '"i UNIVERSITY OF SOUTHERN CALIFORNIA. SHALL REQUIRE AN ABOVE GROUND INSTALLATIC4V. 4' 2,700 3.800 2,100 1,100 530 ~ a • , %4 ; . PVC-DWV SEWER SERVICE PIPE (ASTM D-2665, D-1765) =11I- I1=1 a ~
3. SUBMITTAL SHALL SHOW All PIPING & APPURTENANCES WITHIN 7. IT IS RECOMMENDED THAT THE CUSTOMER PROVDE e' 5,600 8,000 4,300 2,200 1,100 THE PROTECTIVE ENCLOSURE MATH MEASUREMENTS & CLEARANCES ADEQUATE FREEZE PAOlEC110N. 2-0"
''-I;• ® CLEARLY LABELED. 8" 9,'700 1s,eao 7,400 3,800 1,900 8. REFER TO DETAIL W-12 FOR REACTION BLOCKING. FlN. GRADE CURB AND CUTTER CURB AND GUTTER FlN. GRADE ~ o ExTENO PIPE INSIDE MANHOLE
Q 2 4. ENCLOSURE MUST BE SIZED TO ALLOW ADEQUATE ROOM FOR TESTING, 10' 14,500 20,500 it,100 5,700 2,900 O MAINTENANCE AND OPERATION. PRECAST CONCRETE WALL MAX 2' DEPENDING ON TYPICAL MANHOLE STEPS r MANHOLE PIPE SIZE.
12• zo,soD 2y,~ ta7oo aoo0 4,aao - _ - AT 16" ON CENTER o MIN, (1) GRADE RING REQ'D IN w.:2o NON-PAVED AREAS. IN PAVE-
14" 27,800 39,000 21,100 71,OOD 5,400 Nj FLANGE PROTECTIVE ENCLOSURE FLANGE I PRECAST ECCENTRIC r Z MENT, GRADE RING NOT REQ'D CONE g ExCEPT AS NECESSARY TO
16" 35,700 50,400 27,300 14,000 7,000 b. ADAPTOR ADAPTOR .Sf I 11E a MEET FINISHED ELEVATION.
18" 44,800 8J,400 J4,40D 17,500 8,800 ~''p;%`"':` "iisr?;F,> - SEE SPECS FOR ~ o NO MORE 1HAN 2-4" GRADE 4' MIN. JOINTS REQUREMENTS r RINGS SHALL BE INSTALLED,
20' 55,000 77000 42,100 21500 10800 •i:..';;:.~1 O i HOUSE SERVICE WELDED o AIR LEST NOT REQUIRED FOR
24' 78,500 tto,00D eo,DDO 31,600 15,400 4 Q GREATER THAN 5' BY PLUMBER 12"X18" CONCRETE - - - WIRE w RAISING BRICK MANHOLE 5' OR LESS COLLAR (WITH WWF) FABRIC j W/PRECAST CONCRETE MANHOLE
30' 120,600 170,800 92,300 47,100 23,800 : .r'•: AROUND MANHOLE ~ GROUT BED w SECTIONS.
JB' 172,800 244,400 132,300 87,500 33,9D0 c 0 c 0 ~ o SEAL INSIDE OF MANHOLE TO FLEXIBLE SLEEVES y~~' a ELIMINATE V15IBLE LEAKS.
42' 13J,300 330,000 178,600 91,000 45,700 48' 304,000 4J0,000 2J2,70D t18,80D 59,800 I DRAIN 12" MIN. DRAIN EXIST. HOUSE SERVICE - ,x~~•' 18" BY PLUMBER AT ALL POINTS OF ;,y,;. W EXIST. PVC SERVICE PIPE ENTRY
S4' J84,100 543,200 294,000 149,000 75J00 FINISH GRADE 30" MAX. :y~ FINISH GRADE INSTALL COMBINATION SEE SPECIFlCAlIONS SLOPE 1"/FT. WYE
•e ' AND 1/B BEND. PROVIDE 12"X18" SLAB STON WATERTIGHT CONNECTIONS. EXISTING BRICK 12"
\ CONCRETE OR \ \ METAL PIPE BACKFIIL EXCAVATIONS AND MANHOLE TAMP. EXERCISE DUE CARE
SUPPORTS ~ SOIL BEAPoNC LOAD POLYWRAP SHALL BE USED TO COVER FITTINGS AND BOLTS. TO AVOID DAMAGE TO RISER. PR A T ~ I REMOVE EXISTING SOLVENT WELD CAP AND TIE INTO EC S , ; , ; ~r,~'. • 6" MIN. EXTENDED
(LB./SQ. FT.) 1. THRU LINE CONNEC110N, TEE EXISTING PVC SERVICE WITH A CWPLINC MEETING BASE CODE REQUIREMENTS. BACKflLL EXCAVATED AREA AND
MUCK O TO DETERMINE 1HE SIZE OF A CONCRETE THRUST BLOCK, DINDE THE TOTAL FORCE BY 2, THRU LINE CONNECTION, TEE SOFT CLAY 1,000 THE BEARING VALUES OF THE SOIL. THE QUOTIENT WILL 8E THE SIZE OF THE BEARING CROSS USED AS TEE CONCRETE BOTTOM TAMP. EXERCSE DUE CARE TO AVOID DAMAGE TO RISER. r'^t3; ~,.;,{i, r:~>'"';'.:+ 1,., ..r..,, 6" MIN.
SILT 1500 AREA OF THE THRUST BLOCK IN SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS 3. DIRECTION CHARGE, ELBOW MECHANICAL (4' MINIMUM THICKNESS) SANDY SILT 3,000 TYPES OF SOIL ARE LISTED IN TABLE. 4. CHANGE LINE SIZE, REDUCER RESTRAINT DEVICE 00 1' MIN. CRUSHED COMf~ACTEO e a ~ ~ a
SAND 4,000 5. DIRECTION CHANGE, TEE USED MECHANICAL SANDY CLAY 5 OOO NO RESPONSIBILITY CAN BE ASSUMED FOR THE ACCURACY OF THE DATA IN THIS TABLE AS ELBOW RESTRAINT DEVICE CONNECTION TO SEWER SERVICE 5' ~ AGGREGATE BASE ` CONNECTION TO SEWER SERVICE a~ ee0 0 ~ ao o m ao o ~ UNDISTURBED GROUND
HARD CLAY g 000 DUE TO THE WIDE VARIATION OF BEARING LOAD CAPABILITIES FOR EACH SOIL TYPE. 6. DIREC110N CHANGE, CROSS USED AS ELBOW OR LESS IN DEPTH GREATER THAN 5' IN DEPTH
7. DIRECTION CHANGE ABOVE GROUND INSTALLATION
THRUST BLOCKING DETAIL (ALTERNATIVE INSTALLATION FOR DC VA) RAISING EXISTING BRICK MANHOLE DETAIL
(W-12) NOT TO SCALE W-~ 7 NOT To SCALE ( ) PVC SEWER SERVICE CONNEC110N
NOT TO SCALE NOT TO SCALE
i
i
0+90 O O i
i INV. IN 1. START 0+00 FROM ALL IN-UNE VALVES © FOR MEASUREMENTS OF SFRNfES ETC.
d9IE. 0+50 INV, WT o ~ 28'IRT 1. MEASUREMENTS ON SEWER ONES ARE ~ FOR 4" SERVICE, BOX TO BE WLCAN MODEL yG8471 WITH ~G8450 UD ~ N~ qo a~ MADE FROM ~ TO ~ OF MANHOLES ® 2. MANHOLES ETC., MAY BE USED AS ZERO STAl10N UNDER CERTARJ CONDITIONS.
~ MARKED SEWER. 230 ~ 65 ~ o"~ ?Oxu 2. INDICATE CLEANOUTS. ~ 3. IDENTIFY FAI~i tAT k BLOCK NUMBER. I ~
' 0+ 4' i FOR 6" SERVCE BOX TO BE EAST JORDAN 15742 WITH D MARK I 00 8" ,185 • AB ~ t SEWER. ~ U ~ 08+40 3. SERVICE MEASUREMENTS ARE MADE Q FROM THE NEAREST DOWNSTREAM ~ & ` 3' ~ 4. MEASUREMENTS FOR ENDS OF SERVICES I m
1+80 ~ „{gam MANHOLE. 1" ~ gOK 3+~p SHALL BE FROM C0~11ERUNE OF MAIN. ~ I M~ ` s a ~ FlI~ NSBIE ~CT~S. FROM T1N0 2
b ~ 4. MEASUREMENTS FOR ENDS OF SERVICES ~ SHALL BE FROM THE CENTERLINE
' SEE NOTE n 1+~ OF MAIN. PAVEMENT 3 " W O 4 5 45~T 6. INDICATE If TRAgNG TAPE IS INSTALLED. O x a•, 7. ALL SERVICES ARE 1" TYPICAL). INDICATE m © y ~ METER BOXES INST AND TUBING MATERIAL W ~
q O O 5. IDENTIFY EACH LOT BY LOT AND g BLOCK NUMBER. ~ ~ 1•~+,~gt 8. SHOW RIgIT-OF-WAY do PAVEMENT WIDTH. I Q
k ALL SERVCES ARE w O ~ c 9, DRAWINGS SHALL BE SAME SCALE AS THE I 2 z ~ 2a2`t 1 A CONSTRUCRON FMAN. ~ I
° p • D p ° , 8 4" 8 A3 CONSIRUCT10N8 PLANS. SCALE ~ ~ ~ ~ 3 I
~ 4 G ~ ' ° ° ® ~ ~ 7, INDICATE SEWER UNE GRADE ~ p ~ ° o ~N 0+,35 Q ® 9 BETWEEN EACH MANHOLE AND ~ a m p ~ m Z ~ ~ ~ m Q
I G 23 Lr ~ INVERTS. 9~ m~ ® ~ 1 ~ Z
S $ E%IS11NG 8. INDICATE R/W, CURB k GUTTER AND/OR iv< m D ~ o~ I F v ~ 1 m NN I
i FLUSH TYPE ,p'a °o .n ~ MANH PAVEMENT WIDTH. a Z? N m 1 ~ n 0+00 I
A T CAP 70~Gr I CLE NOU RISER S SEE DETAIL S-1 ANO S-1A O 4h ~ 2401E EXISTING 10' A8S_ R I ~ c~ m g 5 5 ''w
g ~,a 8 a,+ q. B' PVC
N a° a 3' TYPICAL 0 - ~
g + STREET NAB m ~s N ~ C TWi drawYlq, Ot 011 NIIbuRMnt d ONYIp,L~
e+ao _ / } 6" K 6' X 8" TTdc Y z I and ~I tanwN tl10 of tl1a _ alRB ~ ~S I N PsaP~Y
O CLEANOUT DETAIL FOR PAVED AREAS I DLf -x I Arahilyab and ~i1au not ba r.pradaad, © w Pss~d ar IIIOd M ~Y a1ry *ay WIUIOIIF tl1a
(S-3) Nor To scALE N+ parmiwton of nN A1aAOeof.
a~
TYPICAL SEWER SYSTEM 'AS BUILT ® © ® v o m
~S-~6~ NOT lb SCALE
TYPICAL WATER SYSTEM AS BUILT
(W-18) Nc~ ro scuE
r .
I
F f w
0
7 Ik
m
0 U a
a
d
a
1
I
i
7 1
z
0
i 6
~I Engineers ~~,uuunr,l v Planners
i H CARP Surveyors z0
i % Plivers O o°e ~4 9 rrd sk" 1918 V
i I ~e• p~ESSI~y 1 of w 07 East Second Sheet 6131 Fags of Neuse Road, SuDs 300
Greenvflle, NC 27858 [phone] Raleigh, NC 27615 (919) 8463347 SEAL ,
I o 90% CONST. D4CS SET 13055
f
o e WATER AND SANITARY SEWER DETAILS r,
I P
First Street Place JTE Oldl¢-0 Greenville, Pitt 8 County, c , North Carolina z
SURVEY JEW DRAFT AR SCALE DRAWING NO. PROJECT NO. SHEET
DESIGN CHECK xv Ae Noted E-270 27/12 C- DATE: 01I04J2008
7

VAR1A8iE AS D1RECIED BY ENGINEER ~B/ MAX)
ADJOINING $OPE SHALL 12
NOT EXCEED 1:20 1 1:12 MAX SLOPE i
~wx sir
f GA GE; 4'x 4' RE
CURB RAMP SLOPES JOH X107052.00
FLARED SIDE PLANTING OR OTHER X r • SO. NON-WALKING SURFACE Z -3 COARSE DBA~N BY:
P,AINI RAMP ? AG(~EGATE A SK;rUFlCANTLY ~ ? ? . ? ? ? ?
CON AS11NG VALUE ? ? + . ? . ~ IRED CODE ? • + . ? : ? %h
1 ) ? ? r S1EEL POST N 11'
1^-• i 10 A FLARED SIDES to (B) RETURNED CURB
IF 'X" IS LESS THAN 48" THEN NOTES: ' YAN
THE SLOPE OF THE FLARED SSE RAMPS MUST COMPLY WI1H NATKk1Al AND LOCAL CODES SHALL NOT EXCEED 1:12 NlRE fABRIC °j AC~(f ~ . N
ALL "ACCESSIBLE ROUTE' SIDEWALKS FROM PARK SPACE RAMP TO THE PATIO AREA OR RESIROOMS SHALL COMPLY WITH 1Z" uv RE57srANT U ~ GE01EXI1LE FABRIC ~
A.D.A.A.G. STANDARDS fOR IMDTH, SIDE SLOPE (1:50 OR LESS), AND RUNNING SLOPE (LESS THAN 1:20) ~ ab
PROVIDE TACTEE SURFACMG ON RAMP SURFACES: m RE~RVED ~ o o b x
1/B" OEEP GROOVES 1/4" 3/4" WOE, AND 2" O.C. ARRANGED SO THAT WATER YALL NOT ACCUMULATE PARKING ~ m TAMPED BACKfTLI m ~ m ~ i~
U~ ~ m o I
cROUNO uNE N x c m ~
~ . ~ ~ ad o I
Nl5 cd ~ . a ~ . ~ ~ p,, co ao p BURY FA&2IC 6 AdM. ch
V ~o m I ~
o, PFN~LiY _ 0 ~ o ~ + o R7 8 Oc~cnd~rw
N15 3 DlA. GALV. ST POST
di
Y
NTS a a
0 m
N ~ m 8 D1A. GALV. STD ST N ~
1/4' VIRE MESH °z PIPE-FILL W/ CONC. ~ 0
w 3 i1MES PIPE DUL NOTE c z PAINTED 1RAf'A'C YELLOW : , , ~ m
SEDIMENT CGNTRDL STONE w O xo~ uc P~rnui.r oaiPrErm sraa~ oaurs
SHALL BE ND, 5 DR ND, 57 ~ ::r::::»:::•:::.;~~;~;;~.'•:I:~:~':~:;~ 91At1 ~PIi01EC1ED AT fiEBD Li • ~ i,r,rt•; i' EAp! AAY NY A(7G11~AN~ NIJN 11~ EPSIREAII fl10 G~'
AND SHALL BE PAID FOR AT ~~v~~~rr: •,Cj., iii •°o• THE CONTRACT UNIT PRICE rn QE7AA,S S1q~l pPAM ' W
:'d,' PER TON 'SEDIMENT CONTRGL r
'a ••r STDNE•' A A WIRE MESH SHA - ^ .d. p LL BE
HAR WA T O O "1 ~ •o ; , C? • D RE CL~ H 23 GAUGE MIN, ppd d ) ~
o •p'•• AND SHALL HAVE I/4 INCH MESH 0 0 0 / 1 "•p• p'' OPENINGS, d0 ~'1 iF
•o O O 0 ~ ~ : TOP OF WIRE MESH SHALL BE 0 1 ~0 :1 ~ ~ CONCRETE 1
A MINIMUM l1F O a O .;d: J.. oo ONE FGDT BELOW d ~ tJOdO ~d ~ MAX. 1 1 2-t THE SHOULDER OR ANY 0 0 > ~ ~ ~ ..1 .ti x!41 ,7,..~', ..1~•. •~f Y ~
c , • DIVERSION POINT, O ~0
STEEL POST SHALL BE 5 FT. dl - ~r yYM{/ YVIIfI~ 111' PL/11NIY .I.
~ d°~ • ~ d~•~ IN HEIGHT BE INSTALLED 0 - 0:0. Q , o,O. A : , o,O, Q,' , ~ ~ VARIABLE • co • ~ ~ co • • • o • • 1,5 FT, DEEP MINIMUM, AND J/i' EX18~IR N~1E:
BE DF THE SELF-FASTENER 3 TIMES PIPE DUl TYPICAL ENERGY DISSIPATER W/RIP-RAP ~ SIdV 117 MEET ALL STALE; ~
ANGLE STEEL TYPE. WOOD PAST SHALL BE 6 FT, PIPE DUL LOCAL MID ADA REQUII~IETVIS PLYWOOD INLET PROTECTION ''-s" D1A~
MAXIMUM POST SPACING 4 FT, IN HEIGHT, BE INSTALLED NOTES:
TD 1,5 FT. DEEP MINIMUM, V ~EC,R3~P-RAP AND BE 3 INCHES IN DIAMETER,
POST SPACING SHALL BE ~ PROTECT BOM ENDS ~ PIPE
A MAXIMUM ~F 4 FT, P~ ~ si a~waw a ~J o?a~.ow
h~iICAPPF~ PAI~K~G SK~V not to Ica.
t/J ~
SEDIMEN ' % ~ RIP-RAP DIMS. AS SHOWN ON PUW CONTROL STONE ~ i'" FROM CHANNEL THUS : ~ , K acute ~~y
' . , 4" FlLTER STONE BED NpS1kD S1g1E iliER • ACiiaSS PPE NlET ~
OR FlL1ER CLOTH
/ , AVERAGE BOX r DIMENSION VARIABLE r
FILTERED TYPICAL OONC. r NA~~ aon~
WATER FLARED END SECTION ~
SECTION A-A ~ ~ d~
RIP-RAP PROTECTION AT OUTLETS
MULTI-DIRECTIONAL FLUW FOR PIPES ON MILD SLOPES STONE FILTER INLET PROTECTION
TYPICAL E11~GYDATOV~S 01°C 0~
(NOT TO SCALE) N15
1' ASPHALTIC CUT ~
LONG OR AS NEAT
IN PLACE ED(~
~arr{'P~a1 rf~.~ ;ah°a~,i'a'i', ~
8 COMPACIEO CRUSHER - - . RUN STABILIZED iN1N 5X
_ - - , PORTLAND CEMENT
1;
BURIED PIPE LINE - - ' , SEIECIED BACXfTLL
F ~ ' - ~ ' i TAMPED IN LAYERS -
SECONDARY HIGHWAYS & CITY STREET
2' PLANT MIX ASPHALT OR CONCRETE MIX SAW lid NEAT EDLiE
f4 LONpTUDINAL flE
BARS E7QSITNG PAVEMENT
CONCRETE ,
,1 _ ,
SELECTED BAl,Y~f><L - - - Ui ~wlp, ~ w IMi~t M ~MwU
" = _L NOTE: ALL PAVEMENT TAMPED IN 6 LAYERS ;I = _ ~1 ii aa~ N~ ~ ~r
= SHALL BE REPAIRED - A~lii ~1 ~ M AIdrN~ IMIHNV THE SAME
BURIED PIPE LINE - . ~ NEIX IT IS CUT. 1~i • ~ M tM~R w Mtn d M~ NMid1
PRIMARY HIGHWAYS
TRANSVERSE AND LONGITUDINAL CUTS
i
NOT TO SCALE
.M
~M
fig d
U
i 0
fig
a
i i
f B NOTES U
1. ROCK CHECK DAM SHALL BE CONSTRUCTED DEG
I A A OF CLASS B RIP-RAP WITH 12" THICK NO. 57 a
STONE FACE ON UPSTREAM SIDE.
2. H=VARIES ACCORDING TO LOCAL CONDITIONS
'i INSTALL AS DIRECTED BY ENGINEER.
wl- ZVI
8
i
I SPILLWAY SHALL BE 6" MIN. BELOW LEVEL OF LOWEST BANK '
1
SPILLWAY-W MIN. 2'-O"
i 213STREAM WTDTN MIN. Engineers on,r°urrur4 t/
N0. 57 STONE CAR Flamers
~`•egeeee $UIV8y0n3 . 0 N ]livers
H 1 Associates Inc. c E4 S51p 9 e 1; 1 ' ; e~ 0 , BtxB 1918
CAS !P-RA 107 East Second Sheet 6131 Falls of Neuse Road, Sure 300 O l Greenville, NC 27856 (252) 7524135 Raleigh, NC 27615 (919) 846,9347 SEAL 0
90% CONST. DOCS SET 13055
A-A B-B i • p Y C '•F Lavhde - Ermim Control
i ICI, O/~, ° .•.s
i
a°°° First Street ace
Greenvlde, Pitt County, North Carolina TEMPORARY ROCK SALT CHECK DAM AE at--A -09 y
(NOT TO SCALE) SURVEY SEW DRAFT AR SCALE DRAWING NO. PROJECT NO. SHEET
I
I i DESIGN CHECK jvv As Noted E-270 27112 - D 0110412008 C8

30' Rana tYat4 ~ Hood
3 ~ s' 18' s' VWoar~ 4066-2
6' ADJOINING COPE SHALL /2 • T)pe C" a' Approved Equal. . NOTES: 6 24 Mortor"JOints 1/Z"ff/~' Thick. Bads of . pose AA canaete to bs used
NOT EXCEED 1:20 i . ~
~x 1:12 NAX 9APE aver • 1/2 RAD. B' 24 C~0 r . e x , the pounhg of door slob to be occanpNshed • a by famdn~ JOB 1RA~ 107052.00 6 18" . ~ • '
SUBGRADE COMPACTED 1D 98X MAJ~ DRY DENSITY. CURB RAMP SLOPES USING AS1M SPECS D-t,98(STD PROCTt71R) . , ~ 8' B B' Aq aatd! bosMa ONaI 3=6" kl depth shag be
. s• - a: : y , : ' m prow~ded Mdth elope 1=2' on oentereo • . ; ~ DRAIN BY: 1 . /8 RAD. ' • . ~ y Y shdi be h? accadawe wffh STD Na 25~ 12
CONIRACJi7R 10 READ GEOIEC,~NIgCAL REPORT . s FLARED saE PLANnr1c oR oTI~R X PREPARED Fi71R PLACE PROPERTIES BY ECS C19ROt1NA~ ~ • . . s Corraete brh* moy be used !n ilea of day
w peldi RAND oN wALKR+c SURFACE LLP PRIOR Tiff BEGINNING ANY QN SITE GRADING, FlLL N ~ ~ • ' ' ~ brkk Jumbo brick wA! be fitted. ~
A SIGNIFlCANTLY • . • . • • • • . • OR EXCAVATION ACAVITIES ' 1 CON NC VALUE . + . m / 1 SPECIAL GUTTER For 8 0 in height or lees use 8, wo1L Owar . / , .1 See Note p 8 =0 h height use 12 roll to 6 -0' IFnm ~ . / . 1 NO SCALE t Of r~dl, and 8' will far the remafih
1YP • `'~f • ''O . ( ) B -0 .
Leaves weep holes as dhected by the engineer.
1 10 0 1 6' CONCRETE PAVE~IEJVT n ~ (A) FLARED SIDES (B) RETURNED CURB 4000 PSl 028 DAYS 24 or 30 COA ~ m Pion
IF •1P IS LESS IRAN 48" 1HEN I>>OffS: or 30 CONCRETE CURB AND GUTTER _ ~ Section XX N
~ SLOPE OF 1HE FLARED SIDE RAMPS MUST COMPLY WITH NAnONAL MID LOCAL CODES SHALL NOT EXCEED 1:12 ~ ' .L, ~ ' ' ~ ~ e• re• ~
ALL 'ACCESSIBLE ROUTE' SIDEWALKS FROM PARK SPACE RAMP : ~~,r." ~ ~ ~ ~ ' , TO THE PATp AREA OR RESIROOMS SHALL COMPLY IWTH ab
aD.aac. srANOARDS FOR MOTH, SR)E aoPE (1:50 OR LESS). 4" COMPACTED AGGREGATE APA RUNNING SLOPE (LESS THAN 1:20) BASE NCDOT ABC • • ~ b o
PROVIDE TACnLE SURFAgNG ON RAMP SURFACES ( 1/B' DEEP gtO0VE5 1/4" 3/4' WIDE, AND 2' O.C.
N15 ARRANGED sO THAT WATER'MLI. NOT ACCUMULATE GENERAL NOTE ' .i s . ~ ~ t100 ?ERAL NOTES: ~ ' r, ~o ~ o
b 4ti`; 8 B 8 ~ ~i*' Ocpm
Controctlon do6rts Sha Mten~ds, Except That action Jo6rts Shill 8e Spaced At f0 e'.' ' ~ -I-~ 0 aVa, t That a 15' Mo Be Used 8 8 'o rs ~ of C ~ ~ ~P 9 Y
Mheln o Machine !9 us o Machine !9 Used or Mhen Satlefoctory Support . ~ G . r,.l 11, ~ ~ o
For The Face Farm Cc Of Templates at 10' h he Face Farm Con Bs Obtahrod Wltrrout A?e Use 24 SPILL GUTTER C ~ D Z o~ ~ ~ ~0~, d I nr otea at 10 Mterw~a Joint acM Ma Be id
Alterod By The EngiTa a SA g Y No scALe OUTLET D ~ m d~ ~d The eer To Pmwant Uncontrolled B 8 ~ O ~ ~ o BY Engle O
NT5 Crac1(ch~ t~U1~d~W 'M~ ~
Cantractlon Job?ts Maj . ~ ~ action Job?ta May Be fiataded By the Use Of 'o
Templates Or Fomred latex Or Formed 8 Other wad Methods. Where y A~ _ fed Elevation Slde Elevation
Suoh Jolhts Are Not F Dgoth Of 1 1/Z" Shill Jolhts Are Not Farmed BY Templote$ A Mrnh?um Section YY i Of 1 1/Z" Shad Be Obtadnsd Whero 30 To 36 P(os la Used Wham 42 To 54 P~Oe la Used
1/~• RAaus Jaw~ir SFrIlER Section - JJ Section - MM
AN Cantractlan JO~ItB Tntroctlan ,1Dk?ta Shill Be Filed With Joint 1/8' RADIUS SURFACE of g1TTER ,f.~
E ~
Ergrar?shxT JokTts Shill Md Ad~oer?t To AN A Islon Joihts Shill Be Shooed At 90' MtervdQ ~d~oent To Ag Rigid ObJectd< . .
AN Curb aid AJtters ~ pons A Ca?aeta era TO Be Poured With .a , • • ;:'i~ ~ ~ y ~ i • s•b and Glatt Are yy, , A Console (3000 PSI) ti i , .
SEE NQDOT STANDARD 840.54
FOR MANHA(E COVER ~ FRAME Fle>rable Forms Am Tc Lees 'horn 200: • B M M 'ale Forms Am To 8e Used When Rod1T la 1/2 ~ J >han 200. J r'I ~ ~ ~
BRICK MAYBE USED 1n
AD3'JST FRAME do COVER
in SURFACE EIEUATION MAX. 1:
FlNISH GRADE
CONl2~Eff TOP S1AP Pion Plon
AS INDICATED ON PLAN elr. coNC. aule>'ct
Z- " 'BARS r' • LY• : ~w.
T/4' PBI Poor 9lDPE 'Copt At ~bti11ED L ' , N15 NIS
oN nAN
> . ~ H
oore~ W aleowlot ~ e
Ax 1ASE mtRSt ~ ~ .C.
Ot1~1V9AWS Af9) QUANA11E5 fi3R NdKXf CA1gN BASMf
8' awa+arars of eax AND PIPE RE>N~oaao~ovr Cuero rAROS OF BRJIX IfASONpPY
6' _ SPAN MID1N IN01N SPAN ~ eARS-u BARS-v BARS-w mrAt cErF a~ Box N~ ~ Fr.
D A B C C ~LH' H' E F C L L LBS 1QIP SLAB fLOaR ]OTAL CU. )A£ ~ ~lT r5' 3=0.2=s• - - 2'-e• - - - _ - _ - _ - - - alai agar aeo2 a,~
~ BARS o rl I/4' 18' - - Z=1o - - - - - - - - - - - a?81 a2s1 x909 Ae~
CONCAEIE BASE SLAB ?4' - - r-4' - - - - - - - - - - - alai alai i.o7o M
30' 3=4' - 3-2' VA 1=10' 4=4' 4 1'-8' 3 4=1' 3 4=1' 45 x147 aJ74 a52J 1.J08
36' -f0' - 3'-e' R Z'-4' 4=4' 4 2=0' 4 4=1' 3 4=1' 49 ai87 a4f5 aB0? 1.588 aJ2i
42• - '-5 4'-4' ~ 2=1' J=8' 4 1=9' 3 3=3' 3 3-3" JB x135 aJ7J x508 1.811
(ALL SIDEWAIJ( EDGES ADJACENT TO BIT. CONCRETE PAVEMENT SHALL BE THICKENED) N15 48' - '-0 4-f0 B 2'-8' J=8' 4 2=8' 4 3=3' 3 3-3' 'b x173 a4i0 a58J 2148 N
54' 3=0' 1-2' - _ 5'-4' L J'-3' 3'-6' 4 3=0' 8 3=3• J J-3• 48 x111 x448 x659 2510 s'
Nis Yo ptou Y/ GROUND R00 HOIE
CONSTRUCT IN ACCORDANCE WITH NCDOT STANDARDS 840.34 AND 84Q54. 0 0 0
E
e-o' . 3' BARS 'V' 8" ~ BARS 'lir EQUALLY SPACm ST ARD 9-0 EQUALLY SPACfD 5'-0' S=0'
XNOLiKOUT P
fLOW
R R ~
COVER MARKf o 0 'ELECTRIC" s ~ 5 ~0'
8'-C' s=o• P n
PLAN VIEW S Cwb Mil attr w Coteh ems, oh Steep orode
Pion Of Top Slab ' C e CDR Use Oh F7ot Crode ?x Md Under
18' OR 14' 18. OR 24' E
lo• p BARS Y ,~8 BARS 'N''
iiifii~i. ,.:p... ; e H BARS v n J=o' a°it~L„°. -o'
1' SUBGRADE COINPACIED TO 98x MAX. DRY DETVS<TY. oPEN/NC .
USING AS1M SPECS D-698(S1D. PROCTi~R) ~ . ~ STANDARD ' Elevation XNOpfDUT PANELS 1~2` PUSRC 3-3• Normol orb Md atrer av t diode
• ; t • ' , ; • • CONTRACTOR li7 READ GEOTECHNICAL REPORT DISERTS (T1F ~ w
" PREPARED FOR PLACE PROPERTIES BY ECS CAROLIN 1' d : • • , A~ i" BUM s - sEALANT su DINT s-s' Section RR
• • LLP PRIOR TO BEGINNING ANY ON SI1E GRADIN FlLL s~ 24• LY~B a GYITTER - J8• VALLEY CuTTm OR EXCAVAAON AC11VI11Ex CROIHVDrNC INR NC ~A1S 3'-3' . ~
30• fA1R8 ~ dIT1ER - 4B' VALLEY GYlTTER • BARS 'U' a0
sECnoN EQUALLY Use On Crode 11r Mil Over srAam ~ b
2" ASPHALT (NCDOT SF9,5A) 2,~ 11'Xr1•x4' 1•/ GROUND RQO HOLE
Paol~loE ExvAro~orl DEEP SUMP . ~
v1~NT AT MID-LENGTH OR EH7tY 20' ° 5-~ att.. Lhe SECTION VIEW ~ r2 Oepnesed
(NfNCNEVER /S LESS) atte? Ln. c~AC Bores Section - SS Elevation
j 6' COMPACTED AGGREGATE f-PRECAST SPEC/FlCATIONS CONFORM TO LATEST AS)M C-913 Namd Clsb And aftN Oh Steep Qrode
BASE (NCDOT ABC) SPEC fOR 'REINFORCED CONCRETE UIiLITY STRUCTURES: 1-CONCRf1E COMPRESSIVE SIENGTH 4000 P~ MINIMUM. ~ i~ w w MrYllrle! ~
3-STEEL REINFORCING : H-20 « ~ Illr~ ~ I~r ~ rle 4-SECTION JO/N15 TO BE SEA1E0 W17H 1' BUM RUBBER
PLAN ~ BY CONTRACTOR. Nei ~ ~ rlt M ~
phial R real fA ~ wp n1Aae! ru prrldw el w bMWaaf.
VALLEYQ~UIIFR
>r NT5
NT5
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SUBGRADE COIKPAMED TO 98X MAX DRY DENSITY. -'t~
it SUBGRADE COMPACTED T® 98X MAX. DRY DENSITY. USING ASTM SPECS D-698(S7D. PROCTOR) a USING AS7114 SPECS D-698(S7D. PROCMR)
CONTRACTOR Tiff READ GEOTECHNICAL REPORT CONTRACTOR TO READ GEOTECHNICAL REPORT PREPARED FOR PLACE PROPER77ES BY ECS CAROLINAS, in
PREPARED FOR PLACE PROPERTIES BY ECS CAROLINA LLP PRIOR Tn BEGNNING ANY ON SITE GRADING, FlLL LLP PRIOR TO BEGINNING ANY ON SITE GRADING, nJLL
NOTE OR EXCAVATION ACTTVITTES OR EXCAVA7I01V AC77147IES a
SUBGRADE COMPACTED TO 98X MAX DRY DENSITY.
USING AM SPECS D-6 STD. PROCTOR
COMTRACTOR TO READ GE07ECHNICAL REPORT 2" ASPHALT (NCDOT SF9.5A) 3• ASPHALT (NCDOT SF9.5A)
PREPARED FOR PLACE PROPERTIES BY ECS CAROUNAS~
i LLP PRIOR TO BEGINNING ANY ON SITE GRADING FlLL
OR E7fCAVAAON AC11N11ES
6" C7(NCDDO7T AGGREGATE BASBC) 8• COMPAC7ED AGGREGA7F BASE (NCDOT ABC)
30 ASPH ALT (NCDOT St9 5A) I
{ 8AGGREGATE Engineers
Planners
i 9 ~,~`•~H CARpi surveyors ~N ]livers Associates, Inc.
~ESS1 Skme 1918
PAJ?KJM DAf "G LOT AND DRIVEWAY ARE4SI 14 f : 107 East Second Street 6131 Fads of Neuse Road, Suite 300 Greenville NC 27856 752-4135
E L (252) 35 Raleigh, NC 27615 (919) 8483347 A o m 90% CONST. DOC$ SET
I 1.3055 j 8 ~1 0 DOM&
I,
~ T
WS N7S First Street ace
WS Greenw7le, Pitt County, North Carolina
SURVEY , DRAFT AR SCALE DRAWING NO. PROJECT NO. SHEET
DATA CHECK •DV A8 Noted F 270 27 0110412008 C-9

FENCE POST
OR HANDRAIL POST
DRAIN FILL
CAP UNIT ADHERES
TO TOP UNIT W/VERSA-LOK IMPERVIOUS FILL
CONCRETE ADHESIVE MIN. 12" THICK , a .:xti; r
6 X 12 LINTEL ; ~ ; t°:•.~~. '•~;:,~:';r•,s:•: :~;.:r= • ~
FILTER FAB FILTER FABRIC , , o
AROUND PI IPE M AROUND P .,.;.,;,N,.. BETWEEN
OPENING - ; ...r•. GROUT OPENING t:.~*,,;,~, \ ` OUTLET AND OPENING o 0 0 o Jpg p 107052.00
VERSA-LOK MODULAR / ~ ~:z u . V•%AI•.
CONCRETE UNITS ~ I-~ ~ };i~..•9 •.A w ~1
_~jl- ~ •y ' ~ 2" CONCRETE BASE ~ BY:
USE CONCRETE TUBE FORM
• i i- DRAINAGE FlLL BOND BREAK „ OPEN JOINT 2
12" THICK MIN. AT 20 FT. CENTERS
• • APPROX.
EXCAVATION LINE N
„ NOTES GENERAL « • 4 DIA. DRAIN PIPE
OUTLET ®END OF WALL
OR ®40' CENTERS MAX. 1. STRIP VEGETAl10N AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. I~ a ~ o ba o
GRANULAR LEVELING PAD 2. BENCH CUT ALL EXCAVATED SLOPES. ~ ~ m
6" MIN. THICKNESS 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SRE SOIL ENGINEER TO REMOVE ~ ~ .~o ~ ~ UI ~ o I
UNSUITABLE SOIL x~ omu~ N m
4. SITE SOIL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT ~ ~ ~ ~~o
PER THE DESIGN STANDARDS AND PARAMETERS. NOT TO SCALE) ~ ~ ° I I ( o ,o IF NECESSARY t~ ~ ~ (NOT TO SCALE) ~ a m ~ m o
5. BASE SHAD. CONSIST OF COMPACTED COARSE SAND AND/OR GRAVEL, 6" THICK MIN. NOT TO SCALE m ~'d'
( ) ~ ~o I
6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD. CONCRETE PAD SHALL BE UNREINFORCED 1' TO 2" THICK MAXIMUM. 0 ~o'~~o ~ ~ Oc~md~w
DRAIN FlLL PINHOLE
7. MINIMUM EMBEDMENT OF WALL BELOW FlN~H GRADE SHALL BE 12" FOR WALL HEIGHTS FROM 4 FT. AND UP, 6" BELOW 4 FT. UNLESS SHOWN DIFFERENTLY.
PERF. DRAIN
8. FOU OW APPLICABLE PROMSIONS OF THE MANUFACTURER'S INSTAUJITK)N v PIPE
INSTRUCTIONS AND WRITTEN SPECIFlCATIONS. 0
9. DRAINAGE FlLL SHALL BE INSTALLED BEHIND THE WALL UP TO
18" OF THE TOP OF THE WALL DRAINAGE FlLL SHALL NOT EXTEND BELOW 3/4 C1K ~
FINAL GRADE IN FRONT OF WALL, 0 0 0 0 0 /y~
10. WHERE DRAIN PIPE IS USED, PROVIDE OUTLETS 0 MAX. 40 FI C-C. 0 0 0 0
11. FOR UNITS TO BE EMBE~ED, COMPACT FlLL IN FRONT OF UNITS AT THE SAME TIME (NOT TO SCALE) PACCED. VERSA-TUFF PIN
BACKFILL BEHIND UNITS IS COM 2 PER UNIT 0
12. COMPACTION TES'iS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE rl
MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER. RECEIVING ~r-I ¦ ¦ ¦
13. COMPACTION SHALL BE TO 95X OF MAXIMUM STANDARD PROCTOR DENSITY.(ASTM D-698) SLOT
14. SEE ELEVATION FOR GEOSYNTHETIC TYPE, LENGTH AND LOCATION REQUIRED. I
15. GEOSYNTHETIC SHALL BE THE TYPE AND LENGTH AS SHOWN. PULL GEOSYNTHEIIC OPEN JOINT AT
TIGHT PRIOR TO BACKFlWNG. 40 FT. CENTERS
16. GEDSYNTHETIC SHALL BE PLACED WITH STONGEST DIRECTION PERPENDICULAR TD
WALL F[1LLOW GEDSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND
WRITTEN SPECIFICATIONS,
FENNAE 17. COLI~i SELECTION DF VERSA-BLOCK FOR RETAINING WALLS BY ARCHITECT,
IF CONDmONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS AND SPECIFlCATIONS, THE CONTRACTOR
• p.•. PARIONG LOT MUST CONTACT ENGINEER PRIOR TO PROCEEDING WITH
THE CONSTRUCTION ~F THE WALL LINTEL • ~ r--+ T TO SCALE
,~21'r't'4.~a !~,3''+'„K x. , • "r• ~ NOT TO SCALE (NO ) ( )
RETAINHVG WALL ~ GROUT OPENING- OUT OPENING
~ LINTEL BEAMS 6" X 12" LINTEL TYP. ~ \ ~
`C FlLL iN WITH GRGUT OR ~ j ~ ~
~ MODULAR CUT UNITS m CAP UNIT ADHERE TO TOP UNIT
mO . . ~ > ' ~ ~ W/YERSA-LOK
EXTEND PIPE PAST . ~ 'r p, . ~ PROVIDE 1 M ' ' ' ~ ' • ~ ~ IN CLEARANCE
BASE UNIT BY 8" MIN. ~ PLACE BACKER ROD AND CAULK ~Ha~
PLACE STYROFa IMPERVIOUS FlLL \ LACE STYROFOAM LINTEL BEAMS AS SHOWN 12" DEEP /
' UNDE PIPE UNDE PIPE GEOSYNiHETIC REINFORCEMENT \
SEE PROFlLE DRAWINGS
' r • BEAR LINTEL MIN. 12 FOR LENGTH, TYPE, AND SPACING ' /j „5 .j
• • ' . ~ EACH SIDE OF OPENING .~y 'f" '
GROUT AROUND ' f VERSA-LOK STANDARD
OUTLET TYPICAL L MODULAR CONCRETE RETAINED BACKFlLL UNITS
DRAINI~E AGGREGATE • II III- "
/ / - 12 THICK MIN. = i • ;
- - ',t, r ~ _
PLACE BOND BREAK
AROUND WALL OPENING ~
/ 1 ~ RIP-RAP APPROXIMATE EXCAVATION ~ ;
\r LINE (PER OSHA) / /\//v ~ ;
,~j/\~ , REINFORCED BACKFlLL ~ • ; ~ '
(NOT TO SCALE) COMPACTED 95x OF MAXIMUM ~
SCOUR PROTECTION (NOT TO SCALE) STANDARD PROCTOR DENSITY ' ,
AS REQ'D USE ~/1
RIPRAP OR PRECAST SLAB IN OUTLET AREA -
P~~A>m r~P>< GENERAL NOTE ~ 4 DIA. MIN.) DRNN PIPE \ - ( ?AL NOTES \ \ \ \ _ OUTLET 0 END OF WALL \ -
6' A-1000 INS d 10.0 1. LINTEL BEAMS SHALL BE OR 040' CENTERS MAX. `c • ; _ .
HEIGHT OF BEAM SHALL BEAMS SHALL BE PRECAST WITH MIN. 7 DAYS CURE. " - -i OF BEAM SHALL CORRESPOND TO HEIGHT OF BLACK USED. SLOPE TO DRAIN (1/8 /FT.) - - _ -
IMPERVIOUS FlLL III- _ LIN1T]S ON THE APPROPRUITE COURSE FOR PLACING DRNNAGE
4' 6' 2. PIACE LINTELS ON THE i =1 NAGE PIPE PRIOR lT) COMPlEI1NG UPPER SECTION I - MISTALL DRAT
NOT TO SCALE) PIPES. MISTALL DRAINAGE ' ~ of THE WALL ~o " ~ i WALL , GRANULAR LEVELING PAD
; ~ 3. PIPE TT) EXTEND BEYONC EXTEND BEYOND WALL AS DIRECTED BY ENGINEER. 6" THICK MIN.
u 4. GEOTDfTILE FABRIC SHAL TILE FABRIC SHALL BE INSTALLED AROUND PIPE OPENING.
- BACKFlLL WITH 1/2' TD 1 WITH 1/2' TO 3/4".CLEAN GRAVEL
5. U]rG1H OF LINTELS TO WIDTH PLUS MIN. OF 18" BEARING OF LINTELS TO EQUAL PIPE
LENGTH EITHER SIDE OF A ~ A EiTTIER SIDE OF GROUTED OPENING. Ili iwiy, ~ w INY~wt ~ w~
B. FlNAL PIPE AUGNMETVT W cIPE ALIGNMENT WILL CHANGE BEAM SIZE AND CONFKAIRATK)N ~ ~ ~ ~ l~0 ~ AtM~Y MI ~Md b IIp~MM,
- 7. CHANGES ARE T'~0 ~ YE ARE TO ~ VERIFlED WITH ENGINEER. NIiMI w wM w w? w? ~M~R N~
~niin M N~ A~MNR
24" RCP ~ ~
(NOT TO SCALE)

. ~o
r_~
NO7EM-. PLAN l'
REINFORCEMENT 14
0 9' OCEW (MIN) EAST JORDAN IRON WORKS FENCE FENCE y
GALVANIZED FRAME AND ORATE CONCRETE 4000 PSI (V-5660) •~1
0 28 DAYS 1k
TOP 280 SEE NCDOT STD DWD.
840.45 FOR 6• L PAR1pNG LOT d 0
ADD17IONAL DETAILS PARIONG LOT
4' *OR EL 24.4 WEIR EL 2.19 /
INVERT AT 90T7OM (TW SIDES) TW47 9DES) N7 EL 26.0 ` Z a
OF BIORETENTION CELL /
ELEVATION 2,100
RETAWM/C KALL
~ MIIVG WALL. 8 A-1000 4' RETA CIENTPEDE SOD !1' STORAGE
PERFORATED fRPE \ MORTAR JOINTS 1 'f 1 ' THICK INV. EL 20.0 BORETEa 2 CELL VVIlav CELL V a 2.1.
CLASS 'AA' BE USED. 01TOM EL 2SOD
THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED •N' \14 \v lk' !94 \v Ild \v \v \v
BY FOR ING
i METAL STEPS TO BE PROVIDED 1 2 f CENTERS. . ' ' ' ' , . • • • . STEPS SHALL BE IN ACCORDANCE INTH CITY OF , Zo' SAnor Lawn
GIEENVILLE STD. NO. 2512 zo' SANDY Lc
CONCRETE SOCK MAY BE USED IN LIEU OF 24' RCP ' SOLID
CLAY BRICK JUMBO BRKa( MEL BE PERMITTED.
j 1. ENGNEER TO DFTERMNE IF
INSITU MATERIAL IS ACCEPTABLE 6 6- POWMAIED PVC \ n,,uu?r?? l~ Engineers 4 AMI. 07 SMNE C A ROr*-', V Planners
FOR USE NV THIS AREA MUST MEET . . INVERT AT BOTTOM 4' " NN APOWyp pfpE Surveyors eel
. . BASIN SPEOVICATTON SET FORTH IN NC SUP MANUAL AM ELEVATION IZO 2 IF IN,SITU MATEWAL IS TO BE USED AND Ptvers z,•• •4E SSI ' .9 i Associates, inc.
1'x 4" KEYWAY TYP. AND NORElENTION AREA IS BEING USED AS A 24' RCP . ~0 . 0 S11= 1918 a 107 East Second Street 6131 Falls of Neuse Road, Suite 300
SET RISER ON 12' TEMP. SEDIMENT BASW. BOTTOM OF SEDMENT OU oUAET STRUCTURE = SE R L Greenville, NC 27858 [phone] Ra fth, NC 27615 [phone] (SEE DETAIL) 13055 90%CONST. DOCS SET
TTNK. 3/4' STt7IVE BASIN MUST BE 1 FOOT ABOVE TOP OF Of SECTION A-A BASE LEVELING PAD. NaPETENTTON AREA. .
06. o E - Ret Detek Wek
First Street Place
REMN77M ARE4 TYMCAL SEC77CVV W114 - f d~• p~ Greenville, Pitt County, North Carolina
NTS N75 SURVEY" DRAFT AR SCALE DRAVDNG Na PROJECT NO. SHEET DM 0110412006
DESIGN CHECK •DV As Noted E-2 27/12 C-10
v! wrw 02 1RACnft~WRM-LpCdMg Mffs k Jm 14, MB - *47am by fiMmm T -r OUNT-GGC