20070581 Ver 1_Site Plan_20070330

C a° a e ~ °A. ° r
THRUST COLLAR
THREADS ON CAPS SHALL. BE ~I I I-t ~ ~ i---i NATIONAL STANDARD N ~ I ~ i ! I,~
5> OTE. UNIT PRICE OF THE HYDRANT I PAINTING: SHALL INCLUDE ALL BARREL w
5 MIN, z5~a EXTENSIONS AS REQUIRED TO METER BOX ALL HYDRANTS SHALL BE PAINTED WITH PROPER Y (SUPPORT BOTTOM U) V)
MIN. \ RUSTOLEUM #964 FEDERAL SAFETY RED. L MOUNT HYDRANT MARKED ON TOP WITH , WITH RESPECT TO TOPOGRAPHY. FOR OPENING BRICKS) IB HYDRANTS SET INSIDE THE CITY SHALL TURN ANGLE METER STOP MIN Z O MIN 0 ¢
35.y'R a $ 5~'R HAVE THE TOPS PAINTED SILVER. ING LEFT
d A OILING; HYDRANTS SHALL BE OILED/GREASED O
° d CONCRETE THRUST ~ e BLOCK AT ALL A \ ~ ~ AFTER INSTALLATION, W
45' BENDS ~ 4" PUMPER NOZZLE (2)2-1/2" HOSE NOZZLES (ONE O
3/4" THREADED ° M 1/4" STEEL PLATE #57 STQNE sTEEL Roas HYDRANT TO BE PLACED EACH SIDE) BRICK SUPPORT cv
WITH PUMPER NOZZLE ~ z FACING STREET x ~
ROD REQUIREMENTS SIZE OF 45' BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED o a N TAILPIECE 0
6" 4,328 2 ~ ~ r TELESCOPIC VALVE BOX ""~°d. SERVICE I PVG SCH. 4t g N L NE UA 7 :0 _ U5 ~ PVC SCH. 40
8° 7,694 2 y, 2R 12" 17,312 2 D L CHECK VALVE ADAPTOR FINISHED GRADE ADAPTOR
16" 30,779 4 ' ~ ~ WATER METER PVC SCH 4C D1US O --6 AWWA C-loo EXTENSION F PVC SCH 40 EXTENSION PIPE
2O" 48,091 6 24" 69,252 g CONCRETE RING BURY LINE ' ~
GENERAL NOTES: 25~ RAD. PVC CAP C.I. VALVE BOX ~ NOT LE5S THAN 7 CU.FT. SERVICE SADDLE BR K (NOT CEMEN PVC CAP (NOT CEMENTED
1, ONCE INSTALLED AND TIGMT, THE STEEL RODS ANp BOLTS SHALL BE TYPICAL FOR ~ O EN STONE TO PIPE 25 RAD. ~ ) 6" GATE VALVE All VALVE BOXES i TO PIPE) u j
COATED WITH 2 COATS OF BITUMINOUS BASE PAINT. 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL TURN TO P ~ /I ~ 0 EN U I
JOINT SENDS, , 4 MIN OR AS , 3 AS SHOWN ON PLAN
MIN & PROFILE SHEETS N CO CRETE BLOCK r Q V)
TYPICAL STREET SECTION STANDAR V D ERTiCA L BEND . MAIN
NT EDGE of EXISTING NOT Ta A ~ sc LE PUBLIC ROA D ~ ` ~ 36 MINIMUM SERVICE LINE COVER EXCEPT UNDER DITCHES. \ / JDER DITCHES.
VARIES CONC. SETTIN ,i ENCASE PVC SERVICE LINE IN PVC PIPE WHEREVER SERVICE ~ G SLAB LINE IS INSTALLED UNDER PAVEM LEVER SERVICE
r- z w CLEAN-OUT PLUG ; , ~ i ENT. \ 5 8 BRIO ~ ~ CORPORATI N / LE RODS & ROD COLLARS O STOP S T _ 1 3X1 3X4 THICK E METER AND BOX AT RIGHT OF WAY.
t ~ f;* ~ ~ ~ ~ ~ GOAT WITH 2 COATS OF BITUMIN 6" D.LP. OUS BASE PAINT r> » W
N ~ ~ ~ sroNE o " R FT. (MIN.) a rr APPROVED HYDRANT: PER W-4 & WINTERVILLE SPECIFICATIONS CC G
I OPE; 1/2 PE SI. ~ CONSTRUCTIaN EN1' Q.LP. OR C.LP. ONLY N.T.S. TION ENTRANCE DETA IL
\ ` ' NOT TO 5CA ~ / ~ NOT TO SCALE N.T.S.
~ Q /f~ v 4 w ~ d 4 ~ \ 60' R/W
15 ~ q ~ ~ w w 28' BC-BC
10'-O" ~ p 3 -0 VARIABLE c~ 4" SCHEDULE 40 PVC a
- w ~ PVC-DWV ASTM p-2665 a STANDARD SECTIgN DRIVEWAY PIPE INSTALLATION D-1765 WEEP HOLE To BE PLUGGED WHEN TOP
Q ~ GRAVEL FILT " a ER 5 -0 > y, IS POURED „
m SLOPE: 1/4" PER FT. PLYWOOD TOP ~ 6 FOR SAFETY
n a _a. _ .a 4 a o a s ° a. a w a . a ~ _ c a a a a a. a ~ ~ GRADE (SEE NOTE 1) ~ STANDARD 1-1 CURB AND GUTTER 1-I I I_I
o• n a ~ 3000 PSI TEST CONCRETE BUILDING BLOCK ~ I
22 1/2' BEND r..,.. '~~r.`::t, ~ ~ . °i i i~ I GUTTER SEC710N pp 2" I'2 ASPHALT
STANDARD SECTION -SIDEWALK N~TES: BASE MATERIAL aRpp~p~q SLOPE; 1/4 PER FT. ~ ~ ~ 4 C1 !7 q --,-M..,....,,
CHARLOTTE SEALS ASTM C-564-65T 4 GRAVEL FILTER a o a o 0 0 o a _ aaaaaaaoaoaaaoa a a a o n o o°oaoaoao°cao°aaaaoa o 0 aooooao oaoaoa`a
1. SIDEWALK CONTRACTION JOINT EVERY 5 LINEAR OR APPROVED EQUAL, PVC "Y" FEET, EXPANSION JOINT EVERY 30 LINEAR FEET. oaooo a o o a o 0 o a o 0 ooooa°o°o°aao°aaaaoa a o 0 0 0 o aoooo STANDARD CURB AN - - oaoooaaaooo - _ )ARD CURES AND GUTTER 1
MONOLITWIC "Y" - =1 i 1=1 11=1 I -I I hI I - I_I I I_I I i__..I 11-1 I L~ I_I I i_I 11-1 11- I_f I I_._.I I ICI I I_I I I_I I I-1I _I I I~ I_I ! I_I I I_._..I I I_I I~ I__._I I I_... I I I I_I I I__..I I i_ I_I I I_I I I_I I I~ - I_I I i_._.I I I h Iw-1 I i=l 11=1 I E
2. SIDEWALK THICKNESS INCREASED TO 5 AT POL~ESrER RESIDENTIAL DRIVEWAYS AND 6" AT ~ SEWER MAIN PVC SDR35 "O" RING JOINT I_I I I_I I I_I I I+ i . - - _ I I I I I_I I i~11 1-I I I_I I I_..I 11- BUILDING BLOCK Ili-III--I I i=i I i- I-.I I I_I I I-I I I_ Slo I--I I I_I I I_ I. I I_I I rl I I-I I I_I E VIEW _I I I I I III-I l i~ I ,_I I I. I i t I_...I I I_I I I_I I~ - I I Iw.w.l I I.~...I I .~nl I ( ^-I I I+....I I I.......I I LAID IN THROAT - I_. I I I I I~-. , I , I , i-1 I (=1 I I~.....I I I I I~ I I_ I-.. I _I , _I I I I I_I I I_I I -I 1-- I I I I_I i I_1 I ICI ! I- I I I I_I ~ I I I I_I I I-I I I_I i hI I~ - - 1 I I I i..~l 1 1 I..~I I I-1 11....1 i I-.I i I..~..,I i I...n.l 1 1~-.wl I I- I I I I_I I I~•I I I~-I I I"~' +M.'M 11 1111-1 IM IIIIIIIIIIIiI
COMMERCIAL DRIVEWAYS. N • O ES. 114.....1II-.111_111_111.- III 1 I I...n..l 1 I. B HaRlz. GRAVEL FILTER -FACE CABC
STANDARD CURB AND GUTTER FULLY COMPACTEp MATERIALS SHOWN ARE THE MINIMUM. OF CURB TO FACE OF GUTTER FRONT VIEW APPROV ED SUBGRADE PAVEMENT pESIGN PER STD 40.01 SHALL JIMUM.
1, RECOMM N NTS E DED GRADE 1/4 /FT, cIP MINIMUM GRADE 1 /8"/FT. P Y GRAVEL TO BE AASHO M 43-54 slzE NO. 2 OR 24, OR Eouly. CONFIRM THE MATERIALS OUANITY. 01 SHALL TY.
OL ESTER SEAT ~ STREET TYPE DRIVES TO BE A MINIMUM AFTER CURB AND GUTTER ARE INSTALLED.
OF 15 FEET OR AS DIRECTED BY TRAFFIC 2• THE MINIMUM DEPTH OF THE SEWER TAP AT ENGINEER. ® THE P L SHOULD BE AT A PT P . W . P i . 00
/ DE H SUCH THAT 1. PRIOR To IT WILL ALLOW THE CONNECTION BETWEEN THE P L 2. RETAIN 1. PRIOR TO CATCH BASIN CONSTRUCTION; PLACE SILT FENCE AROUND AREA PER DETAIL. N.T.S. co r1l
/ S AND THE HOUSE TO MAINTAIN A MINIMUM GRADE 3. AT THIS I 2. RETAIN SILT FENCE UNTIL BOX AND BACKFILL HAS BEEN COMPLETED WITH FLOW IN CURB AND GUTTER. 3. AT THIS POINT, INSTALL GRAVEL FILTER. >
R/w AND 12" MINIMUM DEPTH BELOW FINISHED GRADE. CAP 12 3-1~ H r~ OLES V w <
3, STANDING IN THE STREET FACING HOUSE, WATER 4" OR 6" PVC SCHD 40 SEDIMENT TRAP AT CURB INLET
METER IS TO BE T ' LOCA ED 3 70 THE RIGHT SIDEWALK OF SEWER STACK, TO BE USED DURING STREET CON ~ ',Y`I ; ~ , STRUCTION I , F- LIJ Z
N01' TO SCALE ~ , ' ~ ' % ' ! i i l r E~` ~ zry_0j m
STANDARD SEWER SERVICE S-1 CARRY RIP-RAP UP MIN
"'o, r~^ ToP ~F BERM Gs SIGHT N I J SIDES OF SPILLWA`'' ` 3 DRAIN NOTES: MINI d M > 12" PVC PIPE FILLED WITH SEPTIC TANK STO
~ APRON SLOPE UP WHEELCHAIR RAMP AS PER ~'Ai NORTH CAROLINA BUILDING CODE Fs TOP ELEVATI N 1 GENERAL N~TES~ I~ 2 -4 FILTER STONE CAP STONE WITH 140N R ~ / DAM O EQJAL, TANK STONE v)
~ O OF ST[ HEIGWT (FEET/INCHES) WEIGHT LBS, F ( } ION OF T SEDIMENT SMALL BE REMOVED AND REST R ~ _ S ORM WATER 1 EB~ARD MI q ED INSTALL LIGHT TRAFFIC GRATE TO ITS ORIGINAL DIMENSIONS WHEN THE ~ STORAGE A > PERF CF)
(d FLOOD ST RAGE ZONE GRADE RING +GE ZONE ~ ~ SEDIM REA ORATED WITH 8 HOLES O ENT HAS ACCUMULATED Tq THE ~ „ O DESIGN DEPTH OF TRAP. REMOVED \ r CATCH 1 ~ SPACED 4~" APART U7 w o
. 2'-0" BACK OF CURB /i,~~ CUTTER ,3 ' SEDIMENT ~ ~ 4 150 ' ~ s ~ 0 ~ ~ SEDIMENT SHALL B A BASIN >ED 4 ~ ~~N p S MIN, E DEPOSITED IN L~, 1` A VERTICALLY AND HORIZONTAL IMENT STORAGE ZONE ~ ~ SUITABLE AREA IN SUCH A MANN LY
HEIGFIT `\~1. FACE OF CURB (TOTAL BASI 2'-O" > ~ O ~ ER THAT IT WILL NOT ERODEI - 41? ° a TOTAL BASIN CAP 0 z , U-)
ECCENTRIC CANE > 6 DEPTH ONLY 4,00' 48" 4350 \ ,~~\,r ~ THE STRUCTURE SHALL BE INSPECTED ~ ' ~ SOD #5 WASHED #1 RIP-RAP AFTER EACH RAIN AND REPAIRS MADE TOP W 0 z - N ELEV ~ ~ (cif n 0
MAXIMUM LEVEL O ' ~ T AS NEEDED. .l COAR S ONE SE Sq
SEDIMENT COLLE T IJA C ED 6 CLEAN BASIN WHEN ~ MAXI SEDIM NT ND E DEPTH ~f ~ TWE SEDIMENT TRAP SHALL BE REMOVED ~Qw ~ " u1 WZ N
" l.~ 3 RADII RISER „ THIS LEVEL IS REACHED 15 MIN, 1 S M NI AND AREA STABILIZED WHEN THE REMAINING vQ ~ DRAWDOWN MANIF I OLD DRAINAGE AREA HAS BEEN PR P ~ ~ MINI O ERLY \ NOT TO SCALE Zz> z
1.00 12 1290 SECTION THRU ~ EE x SLOPE: APPROX. 1.33 16 171 WH LCHAIR 5 ~TION TM STABILIZEDI I 1 STONE RU BASIN & T ~ I T IL ER R ~ENCN ~TeNri 4~ O Q X V _
h 1 /2 PER FT. ' ~ r rr NO S RAMP 2 `6 CURB & GUTTER p 1.50 1$ 1935 NO SCALE CONSTRUCTION OPERATIONS SMALL B ON q rci E REA A t C RRIED OU, IN SUCH A MANNER THAT ~ 41/2 „ (n W LL U) > <
' ' ~ 2,00' 24" • 2580 2.50 30 3225 -b. 'Aa A b ~.b b A a 10 ..r FEIGHT r r EROSION AND WATER POLLUTION SHALL BE REDUCED Tq A MINIMUM,
b b ~ • > 2.70 32' 3444 12 rr CA
A ---,1/2 3,00 36 387Q RRY RIP-RAP UP M X, t 1z 1/2 ~__,.1? " 4,00' 4 " SIDES OF 5PILLW 8 5160 SIP-RAP UP fi~ •i - - 4v ~ ,,,,,..rt~w I I`I I I. _I ~ I-I ~ ICI ~ OF ~ ~ _ 16 MIN SPILLWAY ~q ~ I~1-111~111`I11.-(II.
MAX. 1:12 2 -6 SECTION A-A , 3 i ~ ~ - MIN. 111.111=~=111~ -
i ~ ~ ~ r. ~ ' I-1 I ICI I ICI I I.I I 1=1 ~ / ~ ~ 4 I _I„ ~ i_I II I_
STANDARD SECTION -SPILL GUTTER 6 10' MIN, N.T.S. REGULAR I~aNOLITHIc r. r Nr , 12 PVC DRAIN TYPICAL
BASE 2.67' ~ ~ 1' MIN, FREEBOARD / r / ~ ~ / NQT TD SCALE ~D ART 3 ~ RSJ-3 'ICAL
A 32 53 v 99 w A NOT TO SCALE 3,17' 38" 6039 $ I i' ~'R / ~ M / ~
3.67' 44" 6 684 , 4.17' S0" 7329 ~ MIN, #1 RIP-R P ~ \ A I/ 1
4.50' S4" HEIGHT 7755 #S WASHED STA NDARD STORM INLET SEDIMENT TRAP Q
PAST HYDRANT ' " ~s' w~a~uu ovo~ao 4.67 56 7974 /rte, ~ ,R,. STD vALVE ~nx a P F'OR STONE ERSPECTIVE VIEW DRAINAGE AREA TWO ACR E5 OR LE5S NO SCALE Z
5.67' 68" 9264 C3 PIECE) 6.67' s0" 10 7' APPROX. 554 NO SCALE lXl
MATERIALS CONSTRUCTION ry r n w
0 0 0 o n o a o p o p p 6 tl p a IV I MHNNVI-ta AKt KtINI-UKULU IN ACCORDANCE CARL o o°o°cc°o^o°o°o°o°a°0o°o°0°0°o a°o° WITH APPLICABLE SPECIFICATIONS. SECTION THRU BERM F _ CA9C °oo°o°r°o°o°o°o°o°o°o°o°o°o I. Useofa synthetic filter fabric or a pervious sheet 1• Construct the silt fence of standard strength synthetic filter fabrics. R p yp opylene, neon, polyester, or polyethylene yarn, ti & 1! Z5 17 0 1;T. 71 u conforming to the following requirements; to the length of the barrier to avoid joints. A dard strength or extra D P J
~c~o°oon`aa°or°n°n?'o°o°u~o0o°°' SPECIFICATIONS: ASTM C 47$-LATEST NO SCALE CAUTION*** of r strength which is certified by the manufacturer or supplier as 2. Construct the filter fabric from a continuous r a continuous roll cut •••J X
AASHTO M 199-LATEST 1=I ore necessary, securely fasten the filter cloth avoid joints. When joints 0 m o f :he filter cloth only at a r ~~..~ii.... _
111-11 PRE-CAST REINFORCED MANHOLE SECTIONS-7 support post with overlap to the next post. N.C. ONE CALL; UTILITY LOCATOR SERVICE 3. Support standard strength filter fabric b Li e next post. 0 q C) fabric by wire mesh
-I I ICI I N TS II~III PHYSICAL P P RTY R IREMENS T fastened sacurei side wire ~_QU ofy heavy duty wire sta to the e staples atleast r a slo a side 1 • the c s side of the posts using 0 1 inch Ivng, or tie wires.
VARIES Extend the wir P inch long, c 3 DAYS BEFORE DIGGING Filterin Efficient a mesh support to the bottom CALL 9 Y 85% mrn. 4. When a wire mesh support fence is used, spat o the bottom of the trench. 0
ESI TOLL FREE 1--t0~ Tensile a maximum of 8 foot a ar . 632-4949 Strength at Standard p t Support posts sh ESCI4,DWG Strength - securely into the ground to a minimum of 2 i e 13 Used, space posts inimumvofS25footd be driven ~~Cy W
- 2„ GALV, WATER LIN E 20% (max.) Elongation 30 Ib/lin in (min.) _ 5. Extra strength filter fabric with 6 foot post A ONE CALL SYSTEM FOR COMMUNITY AND J08 SAFETY, spacin does not require wire mesh 6 foot post > > 0
3/4" TYPE "K" COPP so~ 5 _ I-~ I` EX, GROUND Extra stren th- g support fen - g fence or wire the filter fabric directly to posts. le support fence. Staple Q. (yf t „ ' Z Z ^ectly to posts. i.~.i
-ILI ER 1 1 ! -I I I_I -T 111111-111 M X _ 50 Ib/lin in (min.) ~ A "=I 1 I -III 1 (1--I(( CAUTION _ Slurr Flow OPERATION - GRASS CHANNEL VIII-II~ ~-III.-T= III' y Rote 0.3 gal/sq ft/min < ° I~-- 3:::)
COARSE io z SAN I I I I= L D I ICI i I-I I!-I I ICI 11- r? I ICI I i=1 11=1 I I . II~II 111=1 - =I I i- =III=III=I I_I ICI I I-=III) I1- (min.} Inspect silt fences at least once a week and af~ I=III==I _ rI - I'' rainfall, Make an r i ~ a week and after each V) 0
=iu 0 0 0 0 0 0 0 0 0- -II I-- 0 0 I, I I !_I I I_I I ,_I " GATE VALV =1II o 1 -6 STORAGE STONE 0 0 Q Q - III_ I_ -III L rI I=IIL _I I hI I --I THE UNDERGROUND UTILITIES SHOWN H y equ red repairs rmmediatel . -III-III-~ I I""I I I-) I I _ _ I I I=~ I I_ I I--i I I_ I I (-I I (-I I`I I ` FROM FI AV>: BEEN LOCATED fabric of a sediment fence collapse, tear decgm -1 1= I - - FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. Synthetic filter fabric should contain ultraviolet ra become ineffective, replace it prom tI , Aemove immediately. Should the >e, tear decompose or V
REDUCER =III 0 0 0 0 u v v o o 0 0 0 IE_I _111__111. 0 I?= -I IILI 0 0 0 0 0 0 0 0 0 0 ~I I I_, III- I I--III-I I I I (-III=I (I= I' ` - THE SURVEYOR MAKES NO GUARANTEE y p y RANTEE THAT THE UNDERGROUND inhibitors and stabilizers to provide a minimum of 6 months deposits as necessary to provide adequate storo `I I=I I ( III =I I i-I I (=III- UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES of expected usable n for the next rain and to reduce ressure IN THE AREA co construction life at o temperature P on the Tnptly. Aemove sediment adequate storage volume pressure on the fence. Take
-I I I Ii II Ii~Ii-II. IL I ~I EITHER IN SERVICE OR ABANDONED, TH of 0' to 120' F. range core to avoid undermining the fence during clear E SURVEYOR FURTHER DOES g NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN ce during cieonout.
STANDARD PFIST HYDRANT DETAIL _I pp MIRAFI 140N OR EQUAIL TEMPOi~AR~ NOT TO SCALE STORAGE STONE SWALE SECTION NON-WOVEN FABRIC THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT 2. Ensure that posts for REMOVAL P ~ R AR S ~ THEY ARE LOCATED AS ACCURATELY AS POSSIBLE are SECTION FROM INFORMATION inch diameter r
i PERMANENT SWALE ON a 2 inc diameter lea m pine oak with a minimum When contributing drainage areas have been pro AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE .g of 5 foot or 1.33 Ib linear foot steel with a stabilized, grade and stabilize the area minimum um leaQth of 4 disturbed UNDERGROUND UTILITIES, f o foot. Steel post shall have projections fence removal and cleanu . NOT TO SCALE to facilitate astening the fabric. p have been properly area disturbed by silt
I 1.0'x3.0' SEPTIC TANK STONE WRAPPED IN NOT TO SCALE 3. For reinforcement of standard strength filter fabric,
MIRAFI 140N NON--WOVEN FILTER FABRIC OR EQUAL. GRADE HELD IN PLACE WITH CLASS B RIP-RAP GRADE PIPE DIA use wire fence with a minimum 14 gouge and a maximum mesh 48. 0/C 48" O C 48" p C spacing of 6 inches. ISSUE DATE: 06--02--06
PLUS -rK 36'
DIMENSIONS VARY '7 a, STREET GRADE 4'X 6 POST DRAWN BY: RBD
15 0000300001 X CHK'D BY: RSJ
o n 0 o n NATURAL GRADE a0000000a0o00 D=VARIES (TOB/TOB) o a o SLOPE 1 -6 r' z'X 4'X l' \N 02 M / / 4LG SCAB (TYP) Q JOB NO. 05208
- - TYP. 1n (TOE/TOE) j=am 3.0' r. / FABRIC x 8'MAX. FR VA r4 I 'X 6' io 0 WIRE ME FOR WIRE MESH D WV, NAME: _DETAIL
EXISTING -.111 =111== (1==1 0 i17 DITCH COt<iPA t° SUPPORTED FABRIC x 2'X 12' T & CTED I o p 19a G EARTHFILL 'ORTED FABRIC
--CENTIPEDE SOD OR EQUAL 2-12 PVC INLETS / -0 6 SHEETING (TYP) MAX. FOR NON-WIF \ TYP. GROUN MESH P FOR Ivor-WRE~ SCALE: N/A JPPORTED FABRIC
't k Wf TH STONE FA w FABRIC : : s MIN. COARSE SAND BRIC AND GRATE / 4'X 6' WALERS Q SUP ORTED FABF X (TYP)
FT'" 0 C, 0- UNDER STONE non no noooo a n o o n a 111= ~ BOTTOM OF STONE 0 0 0. n JACK GROUND FABRIC N 20 1 .5„ HDPE CATCH 3RIC - H ORI Z: NZA
IS FLAT GRADE AT ' o _ 1 1 1 -11 w 0 -7.5 FLARED END SECTION SEE DRAWDOWN MANIFOLD W v c"I BASIN PIPE I I I I I I I II I II I ZIP xaSa. VE R T: -R /A
~ DETAIL , SOD INFILTRATOR ,u e ih 0
00 1.5 #5 STONE o g WRAPPED IN MIRsfi4 N AFI 140N 0 0 o 0 0 0 0 0 2'-0" SUMP 0° p oa S N I STORAGE SECTIONAL ELEVATION SECTION THRU TRENCH ° o DWG. NO
,n NON-WOVEN FILTER FABRIC 0 0 0 o OR EQUAL 0 0 0 C 0 0 0 0 0 0 STORMWATER STORAGE AND TREATMENT 0 0 0 0 0 0 0 0 11' PLAN OFT & G SHEETING
SWALE 0 0 0 0 0 0 0 0 0 0 0 0 0 TYPICAL CATCH WITH OVERFLOW AND DRAWDOWN 0 0 0 0 0 p 0 0 0 N STRUCTURE n 0 0 0 0 :AL CATCH BASIN AND FLARED EN ~ D DISCHARGE ANCHOR FABRIC AS DIRECTED
NOT TO SCALE NT5 11 N STANDARD TRENCHING DIAGRAM 5-10 BY THE ENGINEER WITH
COMPACTED EARTHFILL D ET
1 ~ SILT FENCE DETAIL NO SCALE
i SHEET 5 OF 5

~
4 PP AT ELEV; . r~- ~ ~ '
X NCGS WINTERVILLE NAVD 88 rn~ pp P s S ~ 7~ d S / . y e ~ ~ ~
PP H E ~ H E N r o ~ o N ~•s / o N J ~ S ~ ~ S d. k it ~
PP ~ ~ ~ / o o s o ~ ~ ~ ~ 0 r o 0 X d~ N, ~ o ~ , s Z ti b 0 D N b s o~
D1 # . ~ p c~ d ~ p 0 0 . / ~ ti 0 ep~~~~' boy ° cy~ Qp~p va
i 6 EXISTING 6 PVC WATEfZLI i q EX. EP D # PVC WATEfZLlNE pl # D # MH #5 0 r ~ / ~ J S w r ~ ~ s ~ y / ~ ~l 4 N
EIP G S
a '93 PC St = 3+$2.83 p ~ s ~ 9 ~ cy-
TL=kE TELE PS PP PED ~ ~ ~
N NPS a U? k ~ a, 9 - z .a N o # d s b C.~ ~y o a ~ ~ ~ ~V)
tTi D S k _ N x Z S ? cy ~ / ,p b ~ ~ ~ _N
M IN ~,m ~m 20 s. ~ x+50 0 9 / ~ 0' C ~ sd p 9~ 0 v ~ i
AL FIELD ©x v, ~ NPs NPS © p ~ cn -a = ~ ~ m _ ~ Z 21 PAST ~ N y cr ~s ~ o o ~ op ~b N
~ ~ ~ N Y ANT ~ EIP o a S p .r ~ o D ~ s EI z yj 9 Sp ~ Z p ~ ~ o ~s
2$ 0 1 ~ z m 5 NDP w cn spy 3j Q S~ ;n~; c, 9 m w S o o b
v / 0 0 m © ~ NPS dRAI ~ W,. v cn a ati ~ ~ S ® l ~.;;,~;,Y I ~ ~ s ~ s .r >r d~
~ c~ k N 10 NAaE I ~ ~ k E , ~ 5 S W A ~ ~I.OW s ~ op tii ..v,.Y.
ER p . .v , ~.~..~,w
NPS u © 13ZOSfi " 8 PVC DRAWDOWN ~ x:,; ~,i.• { ;a;-_,~~F;Y
NPS cr 5 iNF' ~ Sad o ~ I ~ 's, + ~ p~ ~,ptM ~ . a~ q p p PS k" C G4 1 ~1 f7VLE~7 W o ~w y1~~~4-,
~ ~ f.,, ~/Row - s Rows Q z H,~~ G-~ v ~ +s ~ , Ada s~~ ~ ~
o w S NPs 19 4 ~ ~h;~ ~1 ~ '~M~. 0 ~ ~o : NPS 0~+1 2- ,;~„k rl s~ ~ d / Q z+50 w o- II ~v •C[ W
23 ~ ~ ,:a Z I/ 2 i NP ~ . r . ~ o ~ ~ ~ ~ ~ G t NP ~ ~ ~ ~ o
/ ' ~ PE a e ~ p ~ s PT t= 2+1 .53 v 6 A U") ILL..
26'29+1. = ~ Dd P1 1$ R 'CE / P " WF ~ ~ WA T 0 Q~• ER © ~ , / ;Z 0
/ NPS + c' !PE y T ~ ~ X ~ ti ~ < w
V ~l / / a ~ NPS I NP~i t 2+oa ~ / CENTER OF OANAL N / ~ Tr ...j CL
~ I. n7 .r NP5 0 ~ ~ . INE ~ IS PROPERTY L ~ ~ o ~ ~ ~ C.
~ g , ~ r ~ 4 / _ ~ ti
f / a r ~ ~ w ~i 3 s / x ~ N~ s ~ ~ Q C~ 1S 0 0 3 s
ITC r 17 r,,tt NPs I TI N G D „ ~X S CB 1 20 Lf--15 HDPE~ a DRAINAC ~ 0 d d ~ , S ~ N / ~ ~ DRAINAGE OTES. ~ © r/ ? ~
~~Z 24 + FES „ 4-12 P1 Q ~ y s w / 4-1 ~ PVC ~N d Q ~ ? ~ LETS / ~ ~ / a/ N ti 3 S s ~ ~,a orb
xw 1 H 5 DP ~ ~ , , ~ a e ~ oN r ~ ~ ~ ar 0 64.25 ~ ~ \ ~ ~ ~ rb d',
s ~ , oP src a o ~ TOP STONE=63.75 ~ o o ~ 1 cy ~ ~ p ~ 9 ~ ~ 0 0 ~ Qo`
Y ~~f{/ ..A Y,41r r e G.: M~~, BQTTOM ti 3 w ~ , ~ BOTTOM STON = J ~ s o r E 62.25 ~ d ~ b tii J b yi ~ S ~J
/V ,n.~" ~o ~ ~ OVERFLC ~ ~ cy ~ r~ c - \ N o OVERFLOW ELEV-65,5a b d ~ ~ ~ ? • pr U
~ FREEBO~ r. FREEBOARD > ~ 9 ~ o y / 1.a / 0 d ` ~ d o s / c' x ~d S yp rrto, 16,''Vtb.
~ N ~ / b b
f
z
Z
II $o.oa J > Q
W $a.aa _ N 80.Op ~
W ~ Z ~ ~ W I sago
C~) W II ~ o Q
> ~ ~ ~ z a 41
J W 75.Oa U J o W NOTE: W ~ II II I © {
W 75.Oa U ALL CONS NOTE. ALL CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE TO TOWN OF 75.00 w d ~ 00 I I ~
WINTERVILI WINTERVILLE SPECIFICATIONS. w 75.00 W CL, U
~ MINIMUM ~ LINES-f1Of MINIMUM SEPARATION FOR WATER AND 5EWER LINES-HORIZONTAL-10'',VERTICAL=18". v POP 5 D •0.. I I I N I f~
WATER UN i WATER LINES TO HAVE 36" MINIMUM COVER. ~I W
POPSD ,0.. W Z
7a.00 ~a.aa ~o.oo ~~o• ~ LE r 0
70.00 `•5~RlHT
o. q Ef- RASD co <
o.% IGT cn C)
15' HP 7 1 OD,IN IL AfOR~ . LIJ W0
65.00 SDI FITR TR 65.pa ~ a. ~ 0 65.00 ~ 0- ft
1 9. 65.00 g pV 0 5%
15 DP co ` Z N
6 .2 ~r m cn V) V) Z Z N
tV I
60,00 60.00 d ~ ~ WW0 CJNa
60.00 as ~ ~ I 60.00 Z J N Ca
~ <C } Z z<W U) z
U Z U
W v > <
55.aa 55.Q0
-0+50 0+00 a+5b 1+00 1+50 2+a0 2+50 3+Oa 3+50 55.00
--0+5Q 55.00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
PROP. MH #2 PROP. MH 1
#o C/L Mfi. STA=0+09.50 C/L MH. STA=2+39.30 PROP. MH #7 PROP. MH 9
INV. OUT ELEV.=61.22' INV. OUT V.= ' ELE 62.36 INV. IN ELEV.=61,21' TOP ELEV.-67. C/L MH, STA=-0+05,34 C L MH• TA= , / S 1+33.95
3 INV. OUT ELEV,=63,91 INV. OUT ELEV.=64.71' INV, IN ELEV.=64.81' TOP ELEV,=69.9'
TOP ELEV.=70.5 ~
Z
0 L.Lj
--EXISTING GROUND O m cr-
---*---PROPOSED GROUND
o0 LLJ~
~ Z o ZC O ~ z
_ ' Li I~
Lli O)-CL L'u,
z
<
Z o
ISSUE DATE:06-02-06
DRAWN BY: RED
CHK'D BY: RSJ
JOB NO. 05208
DWG. NAME: PROFILE2
N SCALE: 1" = 50'
W J L~
O v HORIZ: _N/A..
O
co Q LUKE COUR N VE R T: N ZA
a W ATERBURY COURT
co N DWG. NO
Q co
Q Q N
PROF2
- - SHEET 4 OF 5
Y
-

IY Y ~ ~ Sy' . ' 4~ w w
~ 1,,. r ~ W d' cnQZ =Uv 5 Q
~,5a ~ ~0 ~v ~ C,~ ~ ,Q V v 1 9 • Q v w ~w 2v f
Q Q 0 lv 4 ~ ~ ly 0 4 ~ / w ^ ~Ca a 4~~ ~
U p t~ d , „ U / 1:.9 ~ . V ~ ~ Q ~ k ~ ~ w ~ 0 ( \ ~ , ~ ~ n ~ D J . 0 ~ ~ \
~ x ~ W ~ ~ ~ ~ ,o ~ Q ~ N ~ ~ ~ ~ • °w
a ~ ~ ~ Q ~ ~ U ~ o ~ s ~ ~ w ~ Q ~y ~ 1 ~ 4 ~
A ~ ~ ~ `t 3 , TERLI E TYP, ~ . TAPPED r. ~ ~ ~ ~ b ( U n 6 O BACK 9~ . a O . ~ / ~ b > ~ a o
~ P t = b+69.9 > SE ER LINE C a w a a z a OF CU w ~ wow ti c, 0 ~ ~ ti ~ ~ ~ ~ e b ~ ~
© PERW18? m- ~ 0' v ~ ~ o J~o , ti ~w ~ ~ a d ~ C) o G 0 w w ~ , Q ~ G LLJ
~ Q ti Q ~ o e
z pQ UJ a. a. 0 ~ J X :y J „ „ N ry W W sr W Z 0 0 ~ ~ > ~ ~ ~ , ~ ~ ~ ~ ~ ~ o ~
CUT-IN 6X6 x 4 w J ~ ~ TEE & VALVE ~ Z ~ N .,`w ~ ~ N . ~ o ~ ~ 4 ~ ~ ~ ' ~ . ~ ~ , S ,r / ~ s ~ 0 , Ca ,c.Q `T' 0 ~ ~Y' dolo °1 r- 1
~ ~ w w w ~ ~ r ~ Q G . C~ ..r. a~ 00 r`+0 I
~ ? ~ w ~ aim waa \ ~ Pv ~ k ~ ~ ~ ~ P ~ ~ 4 q~ ~ t~ P
"'~OJWta. # ~ .,,,;n LNL Ul U14~ 0 ~ ~ ~ G ~2 'ti a N G ~ G j k~
~ z ~ , ~ -o ? ~ ~ co ~ . ~ v 4, 4 ~ 0 o J r`7 ~9 S k~ ~P 5
BOP Star 0+00.00 E R ? p ? ~ ~ E w ~ ~ ~ / . ~ X ~ k 0~ ~ ~ CTI Z r s ~ U N 6X6 ~ o Q o
~ ~ N. ~ r . ~ • 9~ w ~ 1~ 5 k Q TEE GY~ VA o a + rr ~ LVE o ~ c~ ip' I
z li ~ M a, S ~ W ~ ~ ~ 'I / ~ W ixy oQ ~ ~ k 6 X ~ ~ ~ OJ WATER PIPE
# ~Q h K ; ~ • f <C p ~ , p0 d
n ~ CL a U x ~ ~ ~ ? II_ ~ a m S a `'~TEC N S o~ ~ Is,
cn ~ ~ F Q N /y;( ca. s ~ 4 + 1 9 LLJ
a e ~ m C3 ~ ~ 'c~~ 4 ' y ~ 7 110. ~
w ~ G ~ ~ a. ~ ~ ~ I 0 1 P TO BC q ~ A z o, © R g ,.a ~Q ~ LIL..
WITH 12:1 a P . a N~ t ASPHALT TAPER SX N - .s,~WE ~ - 8 ~ - o ~ L
I- ~ z C L UL-DE-SAC t ~ ~1~~ / o ra. O v ~ 0. MM ~ ~J ra'.t.~ ~ 1/~{ ~ s , ;I.M },I y
' (/7 S x 9 STS, +39.30 J ;.i;: w Q x \ x 0 U 2 ,~:q;r q - it b fl J CL
~ w ~ H 4 EXISTIN x ~ ~ ti., ' G ~ Q d. I r 5~~ Q r CL
~ o : (1, ri. FORCE MAIN N p Z ~ I ,r.'>';q Q.. ( ~ ~ gip'.>`~~.. °i r'•r': ,ti,; ~~r,:~'p; . . , ~ a w ~ lY I,,
~ v , ~ ~ «~r.,,. ' ' G ,,,,,,e, ~Y ~ ~ , ~ ~ ~ k
, t~ ~ ~ N ~ (\f / Q~Q p Q,o ~ + OS+O w ? 0 Q ~
~ ~ x0 ~ a-t-' ~ - ~ ~c
q d. c.4., tr.r, , 'J ~ ~ V J "J o ~ v
Q o ~ "S~
Q a. a 4~ ~rr+r.s• ~7 o ry 'r ,.t ti W 5 U -c,w-,.. rn F ~ ~~h v.. p P S
O w / ~ x ~ r. x~ 4r a v- ~ ? to ~ ~ ~ ~ i h
w o ~ ~ ? w ~ ii U / Q to ~
z ~ ~ a O / Q / ? P - a s? 59 ~ 0 9 c~~ . 60 9 ~ w ,
CL ~ ~ O I ~ ~ a ~ A / • o o~ w ~ ~ ~ - ~ ~ o ~ .6~ ~ r
Z x ~ r ~ W W ~ ~ to 9 9 ~ S 4~
~ 4x r- ~3,a / ~ . yr ~ / , Q o h ? .
~ ~ ~ i v ~ O -12 ~ vE~~t.
cv ~ U
N W II ~ W + U"~ i.!)
~ a ~ ~ ~ ~ W ~ ~ N ~ ~ W N7 Ct7 lt? W ~ U al
U7 M ~ Q- c{7 a r- U ° ' II ~ I 4 I II II fh ~ ~ h W
75,00 z w ~ w cv Q ~ ~ w oil ii ~ d ~r ~ ` y ~ Q' L.. t"' II II III ~ •
75.00 ~5.oa ~ z > ~I o I I _ o I w ~ > > ~ . , _ V
zQ ~ > ~ II w w U N ~ ~ J W DO o ~ OJ ~Cw w ~ z~ 75.00 CF)
U UU w w 'Uw i-' .II Q ~ W r+~ r o U w w cn p ~ Q~ OOSpT..C. ~I 00
~ > Y ~ U > Y fl. I- U > ~ _ d I
P oPOS a ,o c. 7a.oo w U t!~ ~0 5% I (I
~a.oa 7o.ao II V ! W <t
0.5~ -170.00 W z ~ zry-j
+0 5~ -0 5~ F LL i~ F LL 4.~ q 0
L L PLI ~ T < r
65.00 i ~ ii i ti . T co <
w L 65.00 X5.00
c,~ W = d- 65-00
~ 1 > PV 0 5% 9 "P
n 0 w ~f 0 O
60.00 0 ,1 ~ z LO
u~ I. 6 g, o 60,00 6a.00 ~ V) Q, z z
9 W m 60.00 w w O ~ ~O
0 8 m + I a. , U = Lil Z W N C.~
Zz> t z
Q 55.00 ~ U ~ J C~ V ! _
M IN 55,00 55,00 LLJ > <
55.00 uo +
<
50.00
-0+50 0 00 0+50 1+00 1+50 +
2 00 2+50 3+00 3+50 4+00 4+50 5+00 +50 6+ 00 6+5 50.00 50.00 6+50 7+00 -0+50 0+00
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 i 50.00
PROP, MH ~1 PROP. MH #2 PROP. MH 3 C/L MH. 5TA=0+00 6+50
C/L MH. 5TA=1+5$.62 PROP. MH ~4 INV. _ C/L MH. STA=3+39.66 OUT (MAIN) ELEV.-54,46 INV. OUT „ C/L MH. 5TA=5+36.55 ELEV.=61.11 INV. OUT ELEV.=62.12 , PROP. MH #5 PROP, MH 6 ~ PROP. MN 7 PR P
INV, IN ELEV,=56.46 INV, IN EL V = INV. OUT ELEV,=63.20 E .61.21 INV. IN ' ELEV,=62.22 INV. IN ' C L MH. STA=O~-08 ~ O ~ MH / C /L MH. STA=1+74.23 C MH /L .STA=2+96.54 C L MH. STA= + INV. IN ELEV.=57,60 ~ / 3 94.52
TOP ELEV.=68.57 , ELEV.= 63.30 TOP ELEV.=68.66 TOPE V = ' LE .68.76 INV. OUT ELEV.=63.20 INV. OUT ELEV.=63. 1' INV. OUT ELEV.=55.60' ~ 9 INV. OUT ELEV.=64.50 INV. IN ELEU.-63.30 INV. IN ELEV.=64.01' Q
TOP ELEV.=71.0't TOP ELEV.=70.$5 t TOP ELEV.=71.12't TOP ELEV.=70.5' _z
F- 7 0%, W
- -EXISTING GROUND
r- --PROPOSED GROUND Om~ ~v
CJ ~ w ~
NOTE: ALL CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE TO TOWN op ~n,
OF WINTERVILLE SPECIFICATIONS. Z a- ? 0
MINIMUM SEPARATION FOR WATER AND SEWER LINES HORIZONTAL= 10', VERTICAL= 18". < o z Lij . LL' o
WATER LINES TO HAVE 36" MINIMUM COVER.
LLJ CL a
W z z
00
EL
ISSUE DATE:06-02-06
DRAWN BY: RBD
CHK'D BY: RSJ
JOB NO. 05208
DWG. NAME: PROF LE1
J SCALE: 1" = 50'
li O
v 3 HORIZ: N/A
v IANNAI I LANE co O
N O IEF LIN LANE
r O N
N O r DWG. NO
O O 0
N r
PROF1
SHEET 3 OF 5
-

RERERENCES r w CONSTRUCTION NUMBER DIRECTION DISTANCE NOT :
o ~ S' Whlt~ ~ ~ h`"rst R o D6:1037; PG: 827 DB: 730• PG CANAL LINE TABLE E E1 S 8$ 21 41 W 51.$3 -HW D 1.2 1, Construat the silt fence of standard stren th or xt „ ~ g e ra (7 0
a ~ SEEDING 4N ROADWAY DB:I-53; PG: 627 DB:723; PG D6:73O; PG:$OO PAINT BEARING LENGTH L2 N 01°3$19 W 70.26 -pip N R strength synthetic filter fabrics. E U DE INLET CONTROL DB:723; PG: 543 A » > w v)
C Qs' ~ FOR LAWNS ANp ROADWAY SHOULDERS, DOUBLE RATE SHOWN. ~ ;16 1; PG: 538 DB: U-20; F S56 05 41 E 35.40 E3 N $7 04 01 E 57,40 -SOD INFILTRATORS TO HOLD 70% OF 2. Construct the filter fabric from a continuous roll cut DB: U-20; PG:143 . , STORAGE VOL M 563 00 0$ E 11.92 L4 S 01 0611 E 26,34 U E AND 3O% IN ~5 STONE WITH to the length of the barrier to ovoid 'oints. When 'oints Z o
~ ~ ~ SEEDING DATES SEED TYPE DB:1756; PG: 298 DB: E-26; F ~ SEEDING RATE PER ACRE ~ ,o D6:1904; PG:142 DB:192; PG DB: E-26; PG:148 42% VOID SP ~ ~ r , , ACE. are necessary, securely fiasten the filter cloth onl at a D6:192; PG; 88 S75 57 04 E 24.15 L5 S 010611 E 25.21 Y ,Ints to Q
a H E, ~ FEBRUARY-MAY * TALL FESCUE 120 Tbs. DB:1 O3; PG:121 DB: Z-40; F -STORM INLET SEDIMENT TRAP TO BE suppart post with overlap to the next past. DB: Z-4D; PG: 670 S63'S2'42"E 27.$4' L6 S 8$`22'22" W 1$,36' INSTALLED DU RING PIPE CONSTRUCTION AND 3, Su r (f) m Ly-
W, ~ aMMOnd o KENTUCKY 31) DB: R-26' PG: 76 :17 I DB 94, P .'"Mond St, z FESTUCA ARUNDINANCEA} y St, DB:1771; PG: 517 DB;1394; PI D6:1794; PG: 526 55$'52'47"E 59.51' L7 N 87'04'01" E 63.99' REPLAC WIT ppo t standard strength filter fabric by wire mesh ED H CURB INLET TRAP FOLLOWING f DB;1394; PG; 570 ° ' IN TA astened securely to the upslape side of the posts using > L.LJ
T W rys Card JUNE-JULY * TALL FESCUE 120 Ibs. DB: Y-51; PG: 656 DB; Z-33; F SI t E pn n~ KENTUCKY 31 553 59 50 E 19.01 L8 S 87 04 01 W 51.13 S ELATION OF CURB & GUTTER, heav y duty were staples at least 1 inch long, or tie wires. DB; Z-33; PG: 253 , » , -INSTAEE DIVERSION SWALES TD DIRECT ising U7 wires. r.
St, Att rs } ~ ~ ey FESTUCA ARUNDINANCEA) 53513 37 E 51.57 L9 N 64 3917 W 21.74 Extend the wire mesh su ort to the bottom of the trench. RUNOFF TO SEDIMENT TRAPS UNTIL SITE PP trench. 0 I N
w + OWNER: STEVE NORRIS alters Cir, BROWN TOP MILLET 25 Ibs, clr, a (sETARIA PANICUM) 1970 W. 5TH STREET MORRIS 522'07'1$"E 12.39' L10 S 64'39'17" E 79.00' GRADED AND STABILIZED, NO CONSTRUCTION 4. When a wire mesh support fence is used, s ace osts 508°46'44"E 22,38' E11 5 64°34'54" E 21 04' P P STREET RUNOFF ALLOWED TO DRAIN TO STORMWATER a maximum of 8 foot a art. Su or is
~ ~ or t WASHINGTON, NC 27$8, o h ~ ~ SORGHUM-SUDAN HYBRID 25 Ibs• • • p pp t posts should be driven NC 27889 510 40 42 E 9,46 L12 5 251912 W 75.61 CONTROL DEVICES, securely into the ground to a minimum of 2 foot re driven N 0
~ ~j N~"t (SORGHUM-SUDANESE) PH :946-5 74 P ~ ~ 74 517'29'15"E 24.15' L13 5 48°12'07" W 53.65' 5. Extra strength filter fabric with 6 foot post
of St. pnt w AUGUST-OCTOBER * TA W, Dep LL FESCUE 120 Ibs• SURVEYED BY: H.C. HARRIS St. ~ KENTUCKY 31 o u, ) S29'45'48"E 12.31' L14 N 36'00'47" W 2$,20' s acin does not re ulr .C. HARRIS JR. , P 9 q e were mesh suppart fence. Staple aple
E, Maln I FESTUCA ARUNDINANCEA) ENGINEERING ~C SURVEYING,P• W, Maln St. SURVEYING P.A. 532 56 53 E 90.$$ L15 S 36 00 47 E 19.0$ fence ar wire the filter fabric directly to osts. . , » » P 5485622E 23.65 L16 N 58°41 39 W 119.57 CONSTRUCTION SE UENCE
NOVEMBER--JANUARY * TALL FESCUE 120 Ibs. SEAL L-3419 I KENTUCKY 31 DATE: 11 01 00 / /2 5 Q OPERATION 15 S70'S0'05"E 32.16' L17 5 87°10'29» W 80.07' 1, OBTAIN GRADING PERMIT.
VICINITY MAP FE51~CA ARUNDINANCEA) SET BACKS FRONT - 20' Inspect silt fences at least once a week and after each 547'58'24"E 2.13' L18 N 87°10'29" E 29.00' 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCING AND rainfall. Make any required repairs immediately. Should the ach Z z z
I - I NOT TO SCALE SHOULD THE DEVELOPER PREFER A BERMUDA GRASS GROUND COVER S DE 1O, I S68'24'12"E 59.60' L19 5 48'12'D7" W 53.$4' SEDIMENT BASINS AS SHOWN ON THE PLAN. CLEAR ONLY A fabric of a sediment fence colla se tear decom a r S NECESSARY TO p p se a d the or 0
THE FOLLOWING FIXTURE SHALL BE USED: REAR - 20 582'41'05°E 11.$0' L20 S 87°40'52" W 66,60' INSTALL THESE DEVICES. become ineffective, replace it promptly. Remove sediment deposits as necessary to provide adequate stora e volume Went
I SEEDING DATES SEED TYPE SEEDING RATE PER ACRE ZONE = R-6 APRIL-SEPTEMBER COMMON BERMUDA GRASS 10 Ibs. MINIMUM LOT - 8000SF 571'27'04"E 62.76' E21 N 87'40'52" E 31,44' 9 ° , » » 3. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. for the next rain and to reduce pressure an the fence. Take 56313 04 E 43.62 L22 5 87 40 52 W 15.07 care to Quaid under r I plume -J' ,e. Take Q CL
(HULLED) TOTAL ACREAGE = 11.64 AC m n ng the fence during cleanout. 554'57'54"E 37.39' 4. INSTALL STORM W R W < V)
I CYNO N A ( DU D CTnON) SEDIMENTATION TRAPS TOTAL PROPOSED LOTS = 28 SEE (IF SHOWN) AND PROTECT INLETS WITH SILT FENCING, 557'50'24"E 61.55' REMOVAL, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. < Z Q
I WEEPING LOVEGRA5S 4 Ibs. ERn R TI R I STREETS = 1498.20 LINEAR FT• G OS S CU UULA I W ( ) 566'47'28"E 19.05' BEGIN CONSTRUCTING BUILDING. When contributin drama a areas have been ro rl 9 9 P Pe Y
IM NT AP AREA IN PROPOSED R/W = 2,23 AC SED E TR 2 3 4 5 Z ocroBER-MARCH COMMON BERMUDA GRASS 10 Ibs, I AREA IN PROPOSED ROAD = 1.05 AC I AC B S22'47'22"E 16.91' stabilized, grade and stabilize the area disturbed b silt Y AC 5. STABILIZ IT fence removal and cleanu . silt' W W Q
( W t;UNHULLEO) R A I DRAINAGE AREA 2.57AC 1.03AC 1.56AC 2,31 AC CYNODUN DACT N p A E N PROPOSED S/W = 0.24 AC LL ( no ) W AVERAGE AREA IN HOUSE = 2000 SF E S E AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH .~GETATION, P AC W
Q I - AVERAGE AREA IN DRIVEWAYS - 650 SF DISTURBED AREA 0.45AC 0,25AC 0.33AC O,fi5AC Z SHOULD THE DEVELOPER PREFER A CENTIPEDE GRA55 GROUND COVER SF PAVING, ETC. 350 SF I NOTE: 6 F SITE IS APPROVED, REMOVE TEMPORARY DIVER510NS, SIFT FENCING, SEDIMENT
THE FOLLOWING MIXTURE SHALL BE USED: W TOTAL IMPERVIOUS AREA = 3.00 AC AC PRQVIDE A GROUNDCgVER qN EXPOSED 5l.OPES WITHIN 15 WORKING DAYS qR 3q CALEN BA51NS, ETC., AND SEED OUT OR PAVE ANY RESULTING BARE AREAS. 26% DAYS {WHICHEVER I$ SHORTER ,FOLLOWING COMPLETION qF ANY PHASE OF GRA IN Cr 'S OR 30 CALENDAR Q ui Cki V
STORAGE VOLUME 272CF 151 CF 2000F 393CF fl PERCENTAGE IMPERVIOUS AREA = 26`~ I SEEDING DATES SE I ED TYPE SEED NG RATE PER ACRE Q NOTE: ALL CONSTRUCTION WILL BE D G, A PERMANEMT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 9C GRADING; AND, A NG DAYS OR 90 L/ J t,,,¦J
APRIL-SEPTEMBER CENTIPEDE 21bs. ~ LENGTH fi' 3,5' 4.4' 8.75' ( IN ACCORDANCE WITH CURRENT + ~I CALENDAR DAYS WHICHEVER IS SHORTER FgI.LOWING COMPL TIN F N R TN' N ( ) E o o co sTRUCr1oN o~. NO C GRID NAD 83 DEVELOPMENT, ONSTRUCTION OR
I WEEPING LovEGRASS 4 Ibs. TOWN OF WINTERVILLE STANDARDS. DEPTW 4' 4' 4' 4' (ERDGROSIIS CURUULA) I
1 I ~ N THEREFORE USE GRAVEL & RIP--RAP FILTER BA51N• 50 X25 X0.5 57 STO E ZONE; GENERAL BUSINESS DISTRICT 57 STONE
~ ~ ~ OCTOBER-MARCH CENTIPEDE 21bs• WIDTH = 1 PTH = 4 N = 1 GONSTRUCTIO ENTRANCE 5 DE LE GTH 0 FOR ALL LOCATfONS I ENTRANCE
BM IS A RR SPIKE 1N w
I PP AT ELEV: 70.6$'
NGGS 'WlNTERVILLE' NAVD '8$) ~ I #s Ex. s/w _ PP PP ,_..____.___R W N
~ I ~0 PUB 4 PAVED 2 I C R W PP ~0 PUBL ~ E _ - PP FW
DI #3 PP CB a DI #2 ..~H .r...,,. DI 7
r_______._ R W /
I # EIP
r. ~ R NUMBER DEETA CHORD BEARING RADIUS ARC lus ARC CHORD
PP PED C1 9i'10'36" N 47'20'41" W 25.0 7 EL PS ~ DI #9 D 39. ~ 8 9 N NPs C1 39'28'46" N 67'56'29" E 100.00 6 . )0 39.78 35.72
NPS . f „ s I » NP C2 22 52 55 N 36 45 39 E 100.00 39.9 00 68.90 67.55 00 39.94 39.67
R W ` .r , 2O C2 88'10'11" S 42'5$'55" W 15.DD 23.0 NPS NPS ~O 23.08 20.87
~ NPS C3 35'55'11" N 19'03'47" W 170.00 106. 21 EIP t EIP ~ » , » 00 106.58 104.84
I EXISTING ~ ` RECREATIONAL ~ ~ A VOLLEYBALLS ~ 28 V C3 89 58 29 N 19 40 D3 W 2.OD 1 5 3. 4 ~ , o , 3.14 2.83
I ~ \ `BASKETBALL COURTS ~ ~ ~ ~ TO REMAIN AS 15. Q L 1 ~ "`1 G4 42 2D 3 ~ 5 Hpp I A 8 N 5811 41 W 15.00 11,0, N , + [~C~ 4 oO C4 274747 N7 11 0 11.09 10.84 00 48.51 48.04
I v • NPs RAi AGE IoW $ 33 W 100,00 4$.5 5 S/W ~~,~r,~~.;; ENT C5 77 44 22 5 40'29'49" E 50,00 67. 1 X8.0 8 )0 67.84 62.76 ~••r~
I 5' s,/W PS ~P~' ~ , ~NVg~ ~.t. .y'. C5 OO OO 55 N $7 33 09 E 51355.98 13.5' , ,./'r 5 4.25 ( r ~ > 55.98 13.59 13.59 (37
I N • ? ° ~ 4 i320SF 8 PVG ARAwpOWN C6 100'56 38' N 4 " '41" NPs 5~0 , 500 $ 50 E 50.00 88.0 }0 88.09 77.13 I I 000
I DI 1 I # ~ NPS CB 3 NPS NPS NP EQ' 'S INE'ILT q~ c 24 1-l f2 HOLES d N ~ o G6 '1 ' » ' " ~ Ep OR o , ,p,. 88 011 N 42 58 55 E 2.00 3.D8 ® .:fir 3RW- w c / O $ ROWS » P5 ~ a , ~ 19 } C7 10 25 29 N 061$ 55 W 15,00 2,73 } 3.08 2.78 ! ( r•.
# i EIP ` 1 NPS n t NPS ~ ~ , » a n ,N ~ C7 49'541 ro }r~"4.,;~ 2 S 55 43 54 E 50.00 43.5 0 2.73 2.73 I ,a C'~I ?0 43.55 42.19 (i
V I I I D . . > » NPs 23 ,M / ~t~~~~. C8 43 3811 N D$ 57 42 W 50.00 38.0 P }0 38,08 37.17 I ' W < I~
' / i 7 F~, ~ C8 5T32'05" N 40'1 T4 " W / ~ 2 2.00 2.01 1$ G » } 2.01 1.93 W
CB #1 CB #2 1? R U / , ~ 9 294"37 56 S 7$1513 W 4$.OO 246, PS / ~ ` » » ?0 246.83 51.84 144-
~S I a ~ i i o NPs ~ G9 4$ 29 39 S 11 23 26 E 15.00 12.71 1 / C~I~TER OF CANAE 10 » ~ 6 ~ C 10 25 29 N 061$ 55 W 15.00 2.73 0 12.70 12.32 ~ z 0 ~
~ o I D DRAINAGE AREA ®END OF PIPE ( NPs NPS NPS T H-RE OCATE AND P Y FILL ROPERTY LINE ~ ABAND N DI C I_, P C10 0703'49" » . 5 32 D6 22 E 230.00 28.3 0 2.73 2.73 < 00 28.36 28.34 V) (j
A= A I ~ 0.86 C I J I ~ NPS K = 0.50 NPS » c~ C11 27'47 47 N 78'33'11" W 150.OU 72.7 00 72.77 72.06 V)
( ~ ~ ( _ I I NP Tc = 5 MIN(1,8)-9MIN EIP_... 26 E~ C11 17°49'07" N 19'39'54" W 17 r„~" yt 230.00 71.5, EXISTING DITCH ~ » / 1 00 71.53 71.24 ~ ~
L = 6.4 IN HR ~ I ~ NPs CB 1 » DRAINAG'~" OTES: C12 09 391 O N 05 55 46 W 230.00 3$.7 w 20 L,F-15 HDPE~? FES _ " ~ C12 66'45'28" N $1'57'5$" E 2.D0 2.33 00 38.75 38.70 (A Cy)
Q = 2.75CFS ~ / ,I s I 2 PIPE IN OUTLET CONTROL 4 ~ 4 12 P ~C INLETS 2 , 15 HOPE ~ P TOP=64.25 C13 86 04 01 N 44°0811 W 15.00 22.5 ~ , I 2.33 2.20 W Q 0 22.53 20.47 CY Z N
I ? \ r L - 5O0 ; S = 0.3% ' 'NPs ~ $ TOP S I ONE-63.75 G13 293°29 32 N 1519 59 E 4$.00 245. 10 245.88 52.64 L0
I ~ ~ ,,r 3 s 9 ALLOWABLE HW = 2.5 ~r Ffi ~y i BOTTOM STONE-62.25 C14 10 3$ 26 S 81 50 59 E 330.00 61.2! `,x ? Oq 61.29 61.20 U) 0 Z ^ N
HW = H+ho-LSo y~` ~ a „ ( I I A TRY 15 RCP OR HDPE E 2 ,C..,~, OVERFLOW ELEV-65,50 C14 46 44 D2 N 411716 W 2.00 1.63 yw 1 ~'j FREEBOARD > 1,D ~ ~ » , I 1.63 1.59 Cr- 0
Pti/ ~ ~o H - 1.0 'ho - 1.25 ~ I I 15 ~ -'""~~•s~~ C15 22 52 55 N 36 45 39 E 150,00 59.9 ~ pvE~Ftow TOP GERM= ~ SEDIMENT i.- r ~ 66.5 C15 12 09 D7 S 70 2712 E 330.0 0 00 59.90 59.51 LLJ W Q
s ~ C -6 ~ THERFORE HW = 5~a ~o \ I ~ » - .0 0 69.9 > r~ .5 a;.., w~~2 USE 5 STONE , p TRAP j , ~ 1 y tp C 6 12 40 24 N 29 40 35 W 15.00 3.32 0 69.99 69.86 W Z W N Q 0 3.32 3.31 ZZ> G
_ ~ ti 1.0+1,25-500(0,003)-0.75 p~ ' ~ / 15X1.5 X130 „ „ 25 NPs NPs ~ , G16 4611 13 N 87 44 54 W 15.00 12.Oi URFACE STORAGE 30 X19 X1.0 0 12.09 11.77 U Q M
4 , I N o / / Q , » C17 113 07 55 S 54'16'33" E 50.00 9$.7. / N., AX DEPTH C~ INLET iO 98.73 83.45 Z --I (J)
C,1 / o NPS NPS ~ ( m t IPS ~ ~ 6" pvc DRAWDawN C17 39'28'46" N 67'56'29'" E 15D.D0 1D3.; } ~ / 36 1-1/2" HOLES C18 82`20'59" 5 43'27'55" W 00 103.36 101, 32 W > Q
ERB I NPS U I , F / 50.00 71.8E ~ 3/ROW - 12 ROWS ~ , / , ' C1$ 95 47 O6 N 83 54 20 W 2.00 3,34 iO 71.86 65.84 / 3.34 2.97 l.L.
I 20L 15 MDPE ( ~ I RE-LOCATE DITCH TO Psi 0,5% +r , 14 .7 C19 12'40'24" ' " N 29 40 35 W 15, 00 3.32 0 3.32 3.31
( B-5 JB TOP=70.50'+ - P I ~ I CONTAIN OFF-SITE DRAINAGE i 1 » 62 53 42 W 50.00 56.6 SILT FENCE ALONG 4 Pa » ~O 56.66 53.68
BEGIN PIPING AT BENp IN INV•=66.52' I g NPS ~ I r ~ ~ ~ i\ DITCH INV, IN=68.97 ER - F SEDIMENT TRAP TOE OF Atl FlLL ~ C20 5718 59 N D519 O6 E 2.pO 2.00 NPs Ps SLOPE SOME WILL BE / : , » 2.00 1.92
I NP' S x ~ ~ ~ • . NP x/''/01 { 5 e ~ C20 12415 DO S 87 26 42 W 15.00 32.5 REQUIRED QN OUTSIDdIr pP » 0 32.53 26.52
{ ~Q I o ~ I~ OF BERM FILL SLOPE ' ~ o C21 294 37 58 N 66 39 37 E 4$.00 246. ' C , » » C 1 G2 16 57 51 N 33 48 0 36 $ E 154.94 45.8 !O 246.83 51.84 94 45.87 45.71
180LF-15" RCP OR , `~'~~''ti ` ~ INV, 66.07 9 I , HDPE ~ 1.41% WITH ~ ~ ,L~;~•~~ 66.70 swALE ~ ~ ~ ~ • W ~ 40 f C22 84'12 54 N 06 05 40 E 15.00 22,0 0 22.05 20.12
I ~ o l I ~ ( BEDDING STONE ti :r-• 9' " ~ ,4^ 1800SF SOD ~ ~ - C23 041$ 45 N 33 51 24 W 330, 00 24.8 00 24.84 24.83
I { AND 15 FE5 w4 R 10 2 NPs S l~,;. 10 P / k C24 42'09'09" .4 r » ~ w 13 DRAINAGE NOTES: 5 52 6 37 E 15.00 11.0 C2 , » 0 11.04 10.79
E ~ a.. p i ~ ~ ~ so x'15 ,R.. 4 ~ cE 12005E SOD INFILTRATOR 5 32 5210 N 57 25 06 W 50.D0 28.6 ~ WITH 4-12 PVC INLETS C26 42 41 49 S 19'38 07 E 50.00 37.2 10 28.68 28.29 Q
tT3 ,~t~ 6 F~ BEN I ~v~ I ~ ~ ~ ? Ps ? TOP ELEV. - 65.4' ~ C27 1 39 28 D1 S 2126 48 W 50.00 34.4 0 37.26 36.40 z ~O 34.44 33.76 ....J
a. I ~ ,:.;~rv.;;~ ~ o ~ 7 S Of CENTER CAN,4L BOTTOM STONE=63.4' C28 35°15'48" » S 5$ 48 43 W 50,00 30.7 0 30.77 30.29 W Q
( ~ ~ ~ ~j I :~c / P5 ~ IS PROPERT LINE T p , ° » 0 STONE=64.9 C29 34 5O 51 5 $6 D7 57 E 50.00 30.4' ~ r T(1D C(111 IAICiI TDATt1D-C;;, A111 0 30.41 29.94 ry
vr, `r ,vi f,., ,L.,,N~,w,% v%J."rv U15u 169"131'.36" S 48°56"44" E 50.00 34.4' IJWL" UE ' 4760 CF #5 STONE 5WA ~ 0 34.49 33.81
I I 4 N ,x OS SOD / 150 ILTRATOR N 1VERS~ 12 C31 47-21 47 S 05°30 02„ E 50.00 41.3, D 15X1.5 X212 '0 41.33 _ 40.17 i'
20.00 I JUNCTION BOX ,,a r~ C32 51*1455" N 07 26 36„ W 15.00 13.4, SURFACE STORAGE AREA FOR ® 0 13.42 12.97 11 ~ L.Lj _ 0 25.08 22.26 V 0
t' - INV. IN-66.43' 'S ~r+r 1 I INV,OUT=64,40' lpo;doo ORBS SEDIMENT 4707CF WATER C33 95 47 06 N 83°54,20 W 15.00 25.0 TRAP B-3 MAX CA DEPTH 10-0" C34 120-08l05" S 58°16'09' W 155.00 54.4' 00 54.47 54.19 Lv Z Cr-
TOP=71,5+/- .r •r -63.57 VERFLOW ELEV,=66.4 C35 19 20 41 5 78 00 32 W 155.00 52.3, r l 00 52.33 52.08 Z n 0
y 4, cow_ a, / INV.OUT_ y EIP NPS ..r AINAGE 15„ FES FREEBOARD=1.0' C36 90°45' " ! 09 N 46 56 33 W 25.00 39.61 11 P5 -15"HDPE + FES TOP EARTH BERM 67.4' 0 39.60 35.59 < z
DRAINAGE NOTES. PRO 05ED RELOCATED DR 0 » CLASS „B„ I 4-12 PVC INLETS 20 LF C37 39'28'46" N 67'56'29" E 95.00 65.41 . tNV, out - s5. C38 16'11' " ~ 29 S 33 24 56 W 95.00 26.8, 0 65.46 64.17
276LF 15 HDPE 00.3% RIP-RAP WITH ( ( I ----TOP ELEV=66,07 ( I EIP - FILTER CLOTH A F C39 89'58 29 S 19 40 03 E 15.00 23.5 " W 26.85 26.76 ~ c) 0 23.56 21.21 Li ~
TOP USE 6 MIN. DEPTH WITH #5 I STONE=65.57' II I STONE BEDDING CONNECT 25 SY 'A A r t C40 22'06'46" S 75'42 40 E 270.00 104 0 00 104.20 103.56 ~ n W ~ ~
BOTTOM STONE=64,07 CI INFILTRATOR STONE TO I 3930CF #5 STONE x rr C41 06'09'56" N 89'51'01" W 270.00 29.0! 0 - .,.r,...X 00 29.05 29.04 ~ V) 0 ~
( ~ ~ BEDDING STONE WITH 8 PVC /I 15 X175 X1.5 DRAWDOWN W/ 36 1-1/2" ~ ~ Q . k F1L ,0 C42 88'45'15" S 42°41'23" W 25.00 38.7, T 0 38.73 34.97 C)
I 4708CF SURFACE STONRAGE I BERm CHAPMAN STREET TOR~,:IWATER AN D SEWER INFORMATION < . TOP=67.8'
LEGEND 30X315 X1,0 MAX DEPTH 0 HOLES 3/ROW - 12 ROWS I I INLETS
0 EIP EXISTING IRON PIPE I OVERFLOW ELEV,=67.07 I I • NIP NEW IRON PIPE I FREEBOARd > .a, S STORM SEWER TABLE SANITARY SEWER TABLE
I 0 ERB EXISTING REBAR CB 1 DI 2 DI 6 MH 1 MH 6 HOOD: 74.41 GRATE: 70.00 GRATE: 68,45 RIM: 70,56 RIM: 66.79
•R I BS REBAR SET I ( 1s, ? CM CONC. MONUMENT N INV OUT: 67,92' - 12" S INV IN: 67.43' - 12" S INV IN: 62.20' - 18" NE INV IN: 66.48' - 6" T , C S N IN: 53.23 - 1100"" PVC 'C
I 0 NPS NO POINT SET 8" PVC DRAWDQ S W: .0 tLL'wAY RCP RCP RCP I V - W N OUT: 65.89 - 8 VC N INV IN: 56.23 PVC 15 1-1 /2" WQl,E5 CB 2 (C
o EPK EXISTING PK NAIL I NPK NEW PK NAIL SET E INV IN: 67,40 10 TC N INV OUT: 62.10' _ 18" E INV OUT: 56.13 - 10!, PVC ENTERINI 3/ROW - 5 ROWS HOOD: 70.44 N INV OUT: 67.33 - 15„ RCP MH 2 STATION VC ENTERING PUMP ISSUE DATE:06--02-06
I o ERRS EXISTING RAILROAD SPIKE S INV IN: 67.82' - 12" RCP DI 7 RIM: 70.93'
ZCNE OFFICE N TITUTICN L RRSS RAILROAD SPIKE SET I I RCP CB 5 GRATE: 66.82' E INV IN: 65.28' - 8" VC PUMP STATION DRAWN BY: RBD
o N&C EXISTING NAIL & CAP I cC CONTROL CORNER r; W INV OUT: 67.72' - 12" HOOD: 70.33' S INV IN: 61.37' - 18" RCP S INV IN: 56.98' - 10" PVC 2-6" PVC FORCE MAINS EXITING AND I RCP W INV OUT: 67,46' - 10" N INV OUT, 61,27' - 18" N INV OUT: 56.88 - 10" PVC MH 7 CITING AND ENTERING CHK'D BY: RSA
EIP ,APP POWER POLE W R /W CB 3 TC RCP MH 3 JOB NO. 05208
OLP LIGHT POLE R u 1, "a oMP METER POLE Ply HOOD: 70.56 DI ' 3 D! 8 (DOUBLE Dl) RIM: 70.$3 MH 7 - E INV IN: 68,48' - 12" GRATE: 69.78' GRATE: 66.26' IN ' - " RIM: 71.30' DWG. NAME: SITE
^ ? TEL TELEPHONE PEDESTAL 0 S VIN: 56,15 1a PVC RCP S INV IN: 63.53' - 15" S INV IN: 60.96' - 18" N INV OUT: 56.05' - 10 PVC E INV IN: 67.89' - 6" PVC FORCE MAI N INV IN: 68.50' - 12" RCP RCP SE INV IN: 69.10, - 6„ STEEL PIPE PL FORCE MAIN SCALE: 1?= 60'
MILL STREET R /W RIGHT-OF-WAY - -71 ui CENTERLINE 6D + 44 RCP N INV OUT: 63,43' - 18" N INV IN: 61.46' - 15" MH 4 S INV IN: 66,17' - 10" PVC EEL PIPE PLUGGED
PUBLIC R /W 45 BC BC RAINAGE N S: W INV OUT: 68.38' - 12" RCP CMP RIM: 71,23' W INV IN: 65.70' - 10" PV
o - c ,.,-STORE 750CF IN #5 STONE R/w RCP DI 4 E INV IN; 60.91' - 2-48 S INV IN: 55,50, - 10 PVC c HORIZ: N/A
vt RAW .r - - ~.r~'.... - - pp pp pp 3 USE 1790CI= 5 STONE DI 1 GRATE: 68.75 CMP ~ SW INV IN: 65,53' - $ PVC MH 8 VER T: N/A
A ro 15'X1.5'X80' GRATE: 70,50 S INV IN: 62.70' 18" W INV OUT: 60.81' - 60" PLUGGED RIM: 71,37' BOTTOM STONE-63.40 KEY S INV OUT: 69.29 - 12„ RCP CMP N INV OUT: 55.40' _ 10" PVC 5 INV IN: 66.50' 10" PVC „
N ° NOTE: o ALL CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE T N-NORTH RCP W INV IN: 66.22 - 4 PVC D1 " TOP STONE==64,90' 01 9 (DOUBLE Di) N INV OUT: 66.40 - 10 PVC CCORDANCE TO TOWN OF „ S-SOUTH CB 4 N DWG. NO Svc
WINTERVILLE SPECIFICATIONS, o% 0 0 60 cv MINIMUM SEPARATION FOR WATER AND SEWER 4-12 PVC INLETS INV OUT: 62,60, 18' GRATE: 66.31 MH 5 „ E-EAST HOOD: 70.93' „
o LINES-HORIZONTAL=10',VERTICAL=18 TOP ELEV.=65,40 RCP S INV IN; 61.71 - 18 RCP RIM: 69.49 MH 9 W-WEST E INV IN: 68.45 - 12 DI 5 r, OVERFLOW ti 66.40 NE-NORTHEAST RCP GRATE: 69.51' N INV IN: 61.21- 18RCP S INV IN: 54.39 - 10 PVC S RIM: INV IN: 67.1' 7N:
N Scale 1 = 60' WATER LINES TO HAVE 36" MINIMUM COVER. ° 0 _ ' " - 1 " V FREEBOARD=1,0 5E-SOUTHEAST „ E INV IN: 61.01 60 CMP N INV OUT: 54.29 - 10 PVC 9 0 P C N INV OUT: 67.$1 - 12 N INV OUT: 66.91 - 1$ N INV T: » C
N SW-SOUTHWEST RCP W INV OUT: 61.11' - 2-48" TOP EARTH BERM=67.40 76 CF SURFACE STORAGE NW-NORTHWEST RCP CMP PVC
19 OU 67.09' - 10 PVC 0' 1 'X1.0' MAX DEPTH INLET SHEET 2 OF 5
- - _ _

~ w SET BACKS
s, Q ~ REFERENCES Wy~tP ~ FRONT - 20, hG"st R o~ SIDE - 10 NUMBER DIRECTI CANAL IN ON DISTANCE L E TABL
" r" REAR ' ~ ~ - 20 D6:1037; PG:827 DB:730; f E NOTE: L1 S 88°21'41" W 51.$3' DB:730; PG: 800 POINT BEARIN , „ -HW/D = 1,2
a DB• I-53• P . G. 827 D8:723; I m ti ~ ZONE = R--6 D6:1671' P G LENGTH L2 Dg; 723, PG: 543 N 01 3819 W 70.26 -PIPE UNDER INL T A „ E CONTROL
G. 538 DB: U-20; ~ c MINIMUM LOT - $OOOSF DB:1756' PG:298 o ~ DB: E-26; DB: U-20• PG:14 S56'05'41 "E 35.40' L3 N 87 04 01 E 57,40 --SOD INFILT A 3 R TORS TO HOLD DB: E-26; PG:148 563 00 08 E 11.92 L4 S 01'06'11" E 26.34' 70% OF STORAGE VOLUME AND w V) W
_ ~ ~ ~ TOTAL ACREAGE = 11.64 AC DB:1904; PG:142 DB:192' F DB:192; PG: B$ 575'$7'04"E 24,15' L5 S 01'06'11" E 25.21' 30% IN ~5 STONE WITH 42~ Z 0
HaM~;on ~ TOTAL PROP - ' w. y s a $ OSED LOTS - 28 D6:103; PG:121 DB: Z-40; °"a st t' STREETS = 1498.20 IN DB: R-26' P ' L EAR FT. G. 76 DB:1794; DB: Z-40; PG: 670 563'$2'42"E 27,$4' ~ L6 , VOID SPACE. S 88 22 22 W 18.36 DB:1794; PG: 526 S58'S2'47" » , O <
ry Gar AREA IN PROPOSED R/W = 2.23 AC DB:1771; PG: 517 DB:1394; SITE sa a E 59.51 L7 N 87 04 01 E 63.99 DB:1394; PG: 570 » „ , 553 59 50 E 19.01 L8 S 87 04 D1 W 51.13 O
st, A11 "e"s AREA IN PROPOSED ROAD = 1.05 AC DB: Y-51; PG: 656 DB: Z-33' , ~ ~ ey AREA IN PROPOSED S W = 0.24 AC a / DB: Z-33; PG: 253 , 53513 37 E 51,57 L9 N 64`39'17" W 21.74' W h- V)
r, Wa~'~BrgClr AVERAGE AREA IN HOUSE = 2 d ~ aoo sE £ Cfr, ~ AVERAGc AREA IN DRIVEWAYS = 650 SF QWN $22'07'18"E 12.39' L10 S 64°39'17" E 79.00' C~
ER. STEVE NORRI ~ ~ L TOTAL IMPERVIOUS AREA = 3.00 AC ;VE NORRIS $08'46'44"E 2 . 11 , , 2 38 L S 64 34 54 E 21.04 I N c--
~ North ti v 9 0 W. 5TH STREET w APE PERCEN I AGE IMPERVIOUS AREA = 26% ~ STREET 510°40'42"E 9.46' L12 , » ' S 251912 W 75.61 N
of st, pp~ N WASHINGTON NC 278 w. eP s~ ~ NOTE: ALL CONSTRUCTION WILL BE o PH#: 946-5374 NC 278$9 517'29'15°E 24.15' L13 4 '1 , » , S 8 2 07 W 53.65 ~3~4 S29'45'48"E 12.31' L14 N 36' ' ,
E. Main ~ IN ACCORDANCE WITH CURRENT W, Mafn St. I TOWN OE WINTERVILLE STANDARDS. 00 47 W 28.20 532'$6'53"E 90.$8' L15 S 36'00'47" E 19.08'
. ~ SURVEYED BY: H.C. HARRIS ( A TYP. 5 DRAINAGE AND UTILITY H.C. HARRIS JR. 548'$6'22"E 23.65' L16 N 58'41'39" W 1 , 19.57
VICINITY MAP EASEMENT IS R ENGINEERING & SURVEYING, ESERVED ALONG A I LL A _ PROPERTY LINES. TYPI A SELL 3419 SURVEYING,P.A. $70'50'05"E 3 .1 17 „ , 2 6 L S 8710 29 W $0.07
NOT T ( c L LOT 10) 0 SCALE DATE: t1 1 I /o /2a05 547'$8'24"E 22.13' L18 N 87'10'29" E 29.00' J05
$68'24'12"E 59.60' L19 S 48°12'07" W 53.84' $82'41'05"E 11.80' L20 S 87'40'52" W 66.60'
I 571 °27'04"E 62.76' L21 N 87`40'52" E 31.44'
$63'13'04"E 43.62' L22 S 87'40'52" W 15.07' Z
S54'S7'S4"E 37.39'
ai W 557'$0'24"E 61.55'
Z $66'47'28"E 19,05' -~---i... B S22'47'22"E 16.91' NO ~ s „ NCGS "WINTERVILLE»
W ( I 4 33 53 E » Y N: 653551.7046 NCGS CONCRETE
. GATEWAY CHRISTAIN CENTER ~ O W i 7712 ~~707,~' ' E: 24737$2.2440 N: 648853. ~4 , .wMwrw
z OF GREENVILLE, NC z ~ PARCEL: 2$373 W E: 2473407.1630 (ci~io ELEV: 70.83 F-
DB. a37, . ~ ZONE. GENER, TOWN 0~' WINTERVILLE ELEV: 67.30' GENERAL QUS) ~ ~ PARCEL: 30665
NOT SURVEYED) ~ z I NESS DISTRICT DB: Z-33; PG: 253
~i CENTERLINE TO BOUNDAR MB: 48; PG: 65 NORTH. NC GRID NAD 8 3
S 31'56'19" E , I l 1
34.51 2~ ,,~5
I ti~ , 9
1 - 3~ BM IS A RR SPIKE IN p~ aol
N ( CUT-IN 6"X6" CUT-i » » ~ Rp~ N 6X6 PP AT ELEV: 70.68 l~ TEE & VALVE ' NAVD '88
TEE & VALVE ~ ~ a NCGS WINTERVILLE ) OPEN cur iW
PAVEa ~o P pPEN CUT Z 4 PERMITTED PP ' P U B Li C R W PER~IrrEO PP PP P 50 ~ ~ --------R/W
H R /W ~ W W _ W W G'" PVC WATERLINE
EH W W~ W ~ A RUNE " ' ~ ~ ~ EXISSI G B PV M 5 `>G'H i
w ; ~ MH 4 t
.P MH #3 t ~ R NUMBER DELTA CHORD BEARING RADIU a ~ S ARC Nus ARC CHORD
MH #2 R W ~ 1 2 NPs NPs TES. 17 .43' PS 161.65 PP PED C1 91'10'36" N 47'20'41" W N n 25.00 39. 00 39.78 35.72
~ N01 3819 W - 10 9.8 TOTAI ' TA ~ C1 , » . , » z9.8 TO L 39 28 46 N 67 56 29 E 100.00 68.`` 00 68.90 67.55
--6" PVC FORCE MAIN 2 GATEWAY ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ CONTRACTOR SHALL FIELD ~ r PU ~ 22 52 55 N 36'45 39 E 100.00 39.E I NPs Ps C'~, 2U STA 10!v C2 88"10'11" S 42' ' „ .00 39.94 39.67
~T i CHRISTAIN CENTER . ~ EXISTING ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ NPS OCATION I . , V RIEY L I ~ ~ RECREATIONAL ~ ~ VOLLEYDALL~ 00 / 58 55 W 15.00 23.L u~ 21 C3 35'55'11" N 19`0 '4 „ POST 14116 725E EiP L2 3 7 W 170.00 106. )0 23.08 20.87 .00 106.58 104.84
PARCEL: 27100 A I I ~ `6ASKETBALL COURTS 4 ~ ~ ~ ~ I DB: I-53; PG: 627 " TO REMAIN AS IS. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N 28 N c? 2 HYDRANT EiP C3 89'58'29" , » r 14486.795E FENCE N 19 40 03 W 2.00 3.14 w ~ r w » D 3.14 2.83
~ T 18039.39SF o „ c - ~ ~ & VALV C4 4 ~ » 19.39,~F 13193.67SF t A 2 20 „8 N 5$11 41 W ENCROA HES, r 15.00 11.0' )o 11.09 10.84 e
N W 5 S/W I Q0 33 37 ' r MH PS 1.19' 'rP`~ C4 27'47'47" N 78"33'11" W 100.00 4 ~ ~ 5 S/W , 8... C5 77 44 22 S 40'29'49" E 56.00 .00 48.51 48.04
I - I N 206.$2 S 67.6 S 02 45 ~ C5 , » ~ „ ~ ~ 00 00 55 N 87 33 09 E r, 51355.98 13.5 JO 67.84 62.76
w ~N 01'4$'17" W I W I -N ~ ' I n. NPS 19$.93 NPs 2 L4 ~ 48.37 ~ G , , Ps 1 ~~1 ~ C6 100 56 38 N 48 50 41 E 50.00 r.. ~ PS NPS ~ 8$•O 55.98 13.59 13.59 )0 88.09 77.13 00
I N - 1 EIP ~ ~ I ~ W PlP ~ C6 881011 N 42'58 55 E 2.0 ~ r ~R ~ PS 0 ~ 0 3.08 S~,W 'L 19 q, ~ 0 , , » 00 3.08 2.78
I NP5 I d a~ ~ g P1P NP ,0 0 . C7 10 25 29 N 06'1$ 55 W 15.00 ~~R s ti C~• , » 2.73 T „ P 156 .345E ~ ~ „ )o 2.73 2.73 N I~i er
I GATEWAY ~ 209 ( 89.07SF R C w c7 4 Ps ~ ~ 9 541 7,3 U7 \ Z ~ ~ 2 S 55 43 54 E 50.00 43.5 MH 0 ~ )o 43.55 42.19 f
CHRISTAIN CENTER ~ I PARCEL: 03465 47 MH 12164,035E . P ' *,P h 43 3811 N 08 57 42 W 50.00 38.0 ~ j ' ~ ~ ~ ~ QP ~lr C8 57' , » , » 1$ Q 32 05 N 40 i 7 42 W 2.00 2.01 )0 38.08 w 37.17 y . < i~ W 7 2.01 1.93 W Z
I ~ a~ 14923.06SF I DB: 1671 • PG: 53$ G.; ,c~~ r 3 Ps ~ © rP ~ C9 294'37 56 S 781513 W 4$.00 246. )0 246.83 51.84 Of ---1 .ct
as 50 W I 15 'a N 09 NPs ~'S ti a U NPS rn.o,11437.90SF ~ , » , ~ » C9 48 29 39 S 11'23 26" E 15.00 1 .71 `ti S 0416 07 E 4 ~ ~ . NA 2 10 12.70 12.32 z 0 C)
I 1 ,r'r I I 0 6 I > 93.2 /t~ h 5 ~J0 W NPS Ps P 109~.90SF ~ • ~z (._4,1TER OF CA L C10 10'25' " „ 0 N s ocATE ANp P OP Y 1L1. - a 29 N 0618 55 W 15.00 2.73 PS 14'7. ~ ~ Z BAND N DITCN R ROPERTY LINE ~ C10 0703'49" " 10 2.73 2.73
I 91 w 0 r'~ ( I N , ( c~•, a `NPs 128.12 s 26 . S 32 06 22 E 230.00 28.3 ~ 26 ~ ~ ; C11 27 47 47 N 78 3311 W .00 28.36 28.34
~ . H ~ I EIP ~L ~ ~ ~ q,... M - 9 12766.57SE I: F ~ ~ . ~ 15o.a0 72.7 EXISTING..DrTCH 805 ' 2SF 17 O11 17'4 ' » » 6.575E ~ ~ 9 07 N 19 39 54 W 230.00 71.5, NPs ~ ~ MA E T LOT I „ , » -6-0 -'72.77 72.06 00 71.53 71.24 W =
I s o ~ o ~ C12 09 3910 N 05 55 46 W 230,00 3 .7 ~ 8 )00 38.75 38.70
( F ~ 9240.47SE \ 24 ~ 1146° „ 5 C12 , » e~ 1 43 ~,P 66 45 29 N 8157 58 E x.00 2.33 13161.w.;SF ,cam P~' C13 86'04 01 N 44'08'11" W 15.00 22. , 1 2.33 2.20 -L I W
I NP" ® ~ i ~ S ~fl. I~j ~ 7i I KARLA A ~ u 3 0 0 ~ I ~ ~ ~ NPS NP P~h~ » 5 Ca , p~ C13 293 29 32 N 15°i 9'59" E 48.00 4 0 22.53 20.47 (y z (N
i ~ s ~ I PARCE• 5443 1 ~ 5 j r I • 2296.03..E La ~ ~ ~ ~ ~ o C14 10'3$' ' » OR 26 S 81 50 59 E 330.00 ~ v lg."~-~ ~ AINAGE 61.2, c 245.88 52.64 Lr) 00 61.29 61.20 ~ ~""'""1 z z N
21 „ ~ EAS~~ a C14 46 44 02 N 41 "1716' W 2g ~ ~Mr o 2.00 1.63 lqi ~ Q ~ 15 r i , » » 1.63 1.59 W ~ 0
r~ ~ , ' z~ ~ 6~ ~ W • Q cn ~ C 5 22 52 55 N 36 45 39 E 150,00 59 I ~ ~v N W ~ , » .9 00 59.90 59.51 C) N
N ~ ~ ~ ~ N ~ C15 12 09 07 5 70'27'12" E 330.0 ~ Cp 1, © ~ 0 69.9, `h I'~ In lJ 1'~ ~ , • > » e , » 00 69.99 69.86 W z N
I ~ 4 P~ ~ ~Q , 25 o r d C16 12 4O 24 N 29 40 35 W 1 NPs Q 14117. F y co _ ~ ©Q. 5.00 3.32 s' Ps 005 M J ~ C1 , » „ S Qj r • • ~ ~ 6 461 i 13 N 87 44 c 0 3.32 3.31 ZzW z
U Q p I ~ ~ r P ~'3 CCJ oo OST ~ N S I cn ,12148.86SE Ps ~ 2 , s S i 1'46 43 W c~ J o a C11 ~ 54 W 15.00 12.0, ~ 12409,86SF M `~2 ~ o. 17 „ » uPS 3S ~ 2 ~ „ 81.48 Z ~ w rn C 113 07 55 S 5415 33 E 50.00 98.7; 0 12.09 11.77 < V _ 0 98.73 83.45 Z
ERs f~ YDR AN T I ( VALVE NPs n S~ ~ W J o w rn ~ 28 46 N 67 56 29 E 150.00 103. ~ w ~ ~ ~ Q 00 103.36 101.32 W n V) > Q
I MM m I ' ~ . I ti 0 ~ ~ i a ~ W • • C 8 82 20 59 S 43 27 55 W ? . n W ~ m 50.00 71.8E 0 71.86 65.84 • .100
I JOYCE WELDiN ~ „ PS I w i ~ I 23 s 1~ PARCEL: 10251 h 13 33 lg~ / n' Y Q ~ © C18 95 47 06 N 83 54 20 W 2.00 3. > > n 14 A KING r n. m m , 34 p6 ~ ~o ~ tr o C19 12 4 ~ " 3.34 2.97
I N 7.84 ~ I P 142 15 Ps $ •9 D8: 1904; G: Ra I• . ~ ~ F 3 ~ ~ 380 ~ 0 0 24 N 29 40 35 W 15.00 3.32 S U1 PAR L: 03 d » 0 12221.835E ~ C19 64 55 48 N 62'53'42" W 3.32 3.31 O 56.66 53.68
NPa 5 9414.88SF 4~ A f I ~ NP ~A q . DB: 19 ' PG: 88 PQ 5q.00 56.6E C3 PS PS C20 » r 6p, 5718 59 N 05'19'06" E 2.00 ~ 2.00 2.00 1.92
~ I 9. , ~ ~ ~ ~ ~ N `y o , » Ri ~ . _ C2a 12415 ao „ 1y S ~ . PP S 87 26 42 W 15.00 32:5 32.53 26.52
. I t0 ,~w 9 ~ . r p ~ q SS C21 294 37 58 , „ ~3? S~ 3 ~ , N 66 39 37 E 4$.00 246,E ' v ~ ~ ~ 1 W `r' r , » 0 246.83 51.84
I 25 DRAINAGE P~ p, ~ ~ 1Y i r~ w , 4, EASEMENT !y. , C ~ N 33 48 / ~ 1~( 08 E 154.94 45.8 ~ ~ R e 40 , , „ ~ ~ C22 8412 54 N » ~ ~ _ 06 05 40 E 15.00 22.0 34 45.87 45.71
I ~ 9 ~ ~ I P ~ ~ ~ c•~ I ~ ~o 17332,685E ~ ~ • '9 ~ 10 P S/ ^ 4 C23 0418 45 N 33 51 24 W 330,0 0 24.8q .c" W 1 22.05 20.12 D0 24.84 24.83
I ERE o I -=-~-R~ o ~n C~ 42 09 09 S 52 46 37 E 15.00 11.04 0 11.04 10.79
to ~ p 9725.32SE ° fl s I 9312.5, ~ ti 'r'''~ w 12676.625E C25 , » „ 9312.55SF 32 5210 N 57 25 06 W 50.00 28.66 , „ D 28.68 28.29
1646. ~ I ~ 9 425E a~ I ~ .f- ~nn © oa, ~ ~ Ps G26 42'41 49 S 19"38'07" E 50.00 37. 26 oa, S ~ 2~ C27 3g°2 , „ » 37.26 36.40 z
I .>x S 4 JAMIE KEETER 7 LOT SHOwIN+ C7 20 UTILITY ~ 9 ' 4 ~ 801 S 21264 $ W 50.00 34.44 LOT SHOWING 1~~ CENTER CANAL „ / PS ~ 2$>> ~ C28 3515 48 » TYPICAL 5 D U 83 IS PROPERT LINE S 58 48 43 W 50.00 30.77 34.44 33.76 J
I P R EL: 24467 ti 10.0 ~ S ~ TYPICAL 5 1 d' ( A C ~r~ ti EASEME ~ I /1 ~ 1 nR• 1 n~• PC• 171 n ~ NT 14921.45SE ~ ~ ~ . `4 EASEMENT 4g, W , , EASEMENT / ~ Ps C29 34 50 51 S 86 07 57 E 50.00 .~n 4fi 30.77 30.29 W Q `n41 ,)Q Ad r y 1/1 fY
1" vv. , ~ ~ A'E' MEN ~i ~ AIN ESE RS ~ 4 ~I C30 39"31'36" S 48'56'44" E o,o 12 5o.aa 34.49 v ! 1 34.49 33.81 D <
20.00 25 QR ~ I ti , ' C31 47'21 47" S 05'3x'02" E 50.x0 41.33 T""'"1~ Q w 41.33 40.17 ~ ~ U
a0 "1 3 . 1 12 E 162.2 s0a 26 a3 E s a5 2 162.21 .w M ~ 25297,55SF C32 51'14'55" N 07"26'36" W 15,x0 13,4 ~ Q 2 1 > 13.42 12.97 W =
RBS I a, 41' NPS cc. Q ~ C33 954706" " ~ GOOD MOPE APTIST ~ N 83 54 20 W 15.00 25.x8 > 25.08 22.26 Q
, 23 , ~ E1P NPS 7$.76 ,w E!P i C~j ~ CHURCH S 5816 a9 W 155.Oa 54.47 ~ C35 1 ~ » w ~ 7098 9 20 41 S 78 Ox 32 W 155.00 ~ 52.33 )0 54.47 54.19 ?0 52.33 52.08 (1 Z 0
h, ~ 0 1 ~ I ~ PARCEL. 2 11 ps ,q5 P~ w ~ C36 90°45'09" N 46'56'3 " ~ pR J ~ NO REFERENC 3 W 25.00 39,60 39.60 35.59 Z C~ = Z
A I I I , I I 18577,53SF EIP 0 ~~~,~9, P~ ~r C37 „ , » ~ w 39 28 46 N 67 56 29 E 95.x0 65.46 6577,53SF M~ , , „ 65.46 64.17 < W W.
I w A II ~n F ;,_2D DRAINAGE w ~ C38 1611 29 S 33 24 56 W 95.00 26.85 EASEMENT ~ ~ » » 26.85 26.76 W :2 > > 0
~ N i ~ ~ ~ ,c`. C39 89 58 29 S 19'40 03 E 15.00 . , 23 56 40 oR ~ ~ ~ C40 22 06 4 ' " AINAGE EASEM Q- P 6 S 75 42 4x E 27x.00 104.2( 23.56 21.21
I o I ENT o ~ , » C41 a6 09 56 N 89 51 01 W 27x.xa 29.05 )0 104.20 103.56 QLLJ Q Z )0 29.05 29.04 O
~N ~ ~ I ~ I ~ LEGEND 42,35 E N Q 1 G C42 $8 4515 S 42 41 23 W 25.Oa 38.73 ~ 87.4 ~'`ti~ ? 38.73 34.97
I I • a o J ~ ' ~ • ~ ~ CHAPMAN STR ~ EET TO~,~~~Y'VA TER AND SEW ER INFORMAT ~ w ION U ~
~ E(P EXISTING IRON PIPE I ~ NIP N W I E IRON PIPE I v, I Q c, 4 a 4
oER I ~ JAMES MANNING s B EXISTING REBAR r DANIEL JONES ~ RBS REBAR SET I PARCEL: 57665 s STORM SEWER TABLE ~ Q o SANITARY SEWER TABLE
I I r• PARCEL: 10337 ~ CM CONC. MONUMENT r 1s. DB: 730; PG: SOa • CB 1 DI 2 DI . , fi MH 1 MH 6 ~ HOOD: 7x,41 GRATE: 70.00' GRAT
I DB: 723; PG: 543 4 NPS NO POINT SET ( AIN BELLE SP S03''fD'33°W ~ „ E 6$.45 RIM: 7x.56 RIM; N INV OUT: 67.92 - 12 ' 66 79 188,6g' S INV IN: 67.43 - 12 S INV IN: 62.20 - 18 NE INV 1N; 66.48 - ~ »
a EPK EXISTING PK NAIL ( I PARCEL: 2x739 • NPK NEW PK NAIL SET ti RCP 6 TC S INV IN: 53.23 - 10 PVC RCP RCP W iNV , „ „ CD 2 OUT: 65,89 - 8 VC N INV IN: 56.23 - 10 PVC
I DB: R-26; PG: 76 o I ERRS EXISTING RAILROAD SPIKE E INV IN: 67.4x' - 10" TC N INV OUT: 62.1x' - 1~~" » HOOD: 70,44' ~ » E INV OUT: 56.13 10 PVC ENTERING 'C ENTERING PUMP ISSUE DATE-06-02-06
~ RRSS RA ( ILROAD SPIKE SET I I zoNE, oF~ic E 8c I N TI TU TI N ~ LEAMC oL p N&C EXISTING NAIL & CAP I EURYDIC N INV OUT: 67.33 - 15 RCP MH 2 EAMON CA MON S INV IN; 67.82' - 12" RCP STATION L DI 7
PARC CC CONTROL CORNER WORTHINGTON RIM: 70.93 PARCEL: 03574 RCP C8 5 GRA » TE. 66.82 E INV IN. 65.28 - 8 VC PUMP STA PARCEL: 25784 W INV oUT; 67.72' - ' » SON DRAWN BY: REID
~~B' U~' ~PP POWER POLE EIP DB; U-24; PG: 143 12 HOOD: 70.33 S INV IN: 61.37 - 1 ° _ $ RCP S INV IN: 56.98 10 PVC 2-6 PVC FORGE MAINS EXITING A DB; E-26; PG: 148 RCP W INV OUT: 67 4 ' - ~ ND EP . 6 10 N INV OUT: 61.27 - 18 N INV OUT: 56.88 - 10 PV MH 7 TING AND ENTERING CHK'D BY: RSJ
~SLP LIGHT POLE R/ ~ ~MP METER POLE P.~,..._ ~ ~ ~ ~ ~ W C8 3 TC C ~ RCP MH 3 JOB NO. 05208
a ©TEL TELEPHONE PEDESTAL M ~ ~ HOOD: 7x.56 DI 3 , DI $ (DOUBLE DI) RIM: 7x.83 MH 7 " ` E INV IN: 68.48' - 12" GRAT : ~ f E 69.78 GRATE: 66,26 ' _ RIM: 71.
~ R/W RIGHT-OF--WAY o , ~ ~ CENTERLINE ~ - - z , , RCp S INV IN: 56.15 1 x PVC 30 S INV IN: 63.53' - 15" S INV IN: 6 , " " DWG. NAME: -SITE
~0 PUBLIC R W 45 BC BC » 0 96 18 N INV OUT: 56.05 10 PVC E INV IN: 67.89 - 6 PVC FORCE MAIN N INV IN: 68.5a - 12 RCP „ RCP SE INV IN: 69.1a - 6 STE PI RCP ~ » EL PE PLU FORCE MAIN SCALE: 160' E-L PIPE PLUGGED
N INV OUT: 63.43 18 N INV IN: 61.46' - 1 MH 4 ' W INV OUT• 68.38' - " 5 S INV IN: 66.17 - 10 PVC • 12 RCP CMP ' ~
R/w 3 PP PP pp RCp RIM: 71.23 W INV IN: 65,7a - 1a PVC ~ ~~w DI 4 , E INV IN: 6x.91 2-4$" S INV I - " H0RIZ: N/A
a 0 DI 1 GRAT • , N. 55.5a 1x PVC E. 6$.75 CMP » GRATE: 7x.50 ~ » SW INV IN: 65.53 - 8 PVC MH $ VE R T: -WA
cv Q NpTE: S INV IN: 62.70 18 W INV OUT: 60. 1' - ' KEY S INV OUT: 69. ' - 8 6C PLUGGED RIM: 71.37 29 12 RCp M » , »
~ ALL CONSTRUCTION AN 0 6a a 6a D MATERIALS Tp BE IN ACCORDANCE TO ~ WINTERViLLE SPECIFICATIONS, N-NORTH R » C P N INV OUT: 55.4x - 1 S INV IN: 66.5x - CORDANC T CP W INV IN: 66. - a PVC 1 q PVC E Tt? oWN OF S-SOUTH 22 4 PVCDI g DQUBLE DI ~ » C 4 ( ) N INV B N i , OUT; 66.40 - 1 x PVC
o MINIMUM SEPARATION FOR WATER AND SEWER E-EAST NV qUT: 62.6x - 18 GRATE; 66.31 MH 5 HOOD: 70.93 RCp „ , ,C DWG. NO
~ " _ ' LINES-HORIZONTAL=10' V R I " o Scale 1 6Q , E TCAL=18. ~ WATER LINE5 TO HAVE 36" MINIMUM COVER. W-WEST , - S INV IN: 61.71 - 18 RCP RIM; 69.49 MH 9 ~ N _ E INV IN: 68.45 12 pl 5 , E NORTHEAST N INV IN; 61.21 18 R S INV IN: 54. - RIM: 70.7
l Gi RCP GRAT: CP 39 1a PVC 9 5E-SOUTHEAST „ E 69 51 N , _ » , - „ , N INV OUT: 67,81 _ 12 f - E I V IN; 61.x1 6x CMP N INV OUT: 54.29 - 1q PVC S INV iN. 67,19 10 PVC ,
SW-SOUTHWEST N INV OUT; 66.91 18 ~ ~ _ NW- RCP RCP W INV OUT: 61.11 2-48 N INV OUT: 67.x9 10 PVC NORTHWEST /C
CMP
SHEET 1 OF 5
r_..~..__.~__. ..~.._..,.~_.,w~ a _ . ~~u~~~, ~ ~~n._.m _ _ _ . ~.,nm . _ _ ~ _ .._r~__. _