20081609 Ver 1_Site Plan_20081112

VICINITY INDEX OF SHEETS
CARY mmumm~
SHEET NO, DESCRIPTION
ENGINEERING DEPA mm P A RT E: N T I COVER SHEET
2 GENERAL NOT'ES
9s < H SITE RTH
q PPI - PPIO PLAN & PROFILE
I 3~ I - D2 TC DETAILS
9 87
d
$ 6
q
3
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q BACHELOR BRAN tANCH
INTERCEPTOR & PUMP MP STATION
o~ M~6 PRELIMINARY
ELIMINATION ON SOT FOR CONSTRUCTION
TOWN OF CARP
NOT TO SCALE PROJECT NOm SWIM. MENT TOTAL SHEETS 14
n NEERING DEPART
-
_ f ~ _ 4-_
_ END PHASE V d R CA
i" v ' - ifs 3" r _ - _ /
/v- f ~ ' _ ' - STA. 6v12+03.10
- - - - - - - - - ' (AL-6)
_ EXIST TII® S BROOK PARK
- PUMP STATI®N
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- - - - - - - - - - - - - - - - - - K " PROJECT \
/ - - I\ _ r ~ ,?s ti_ . v----- \ -
- - - - - - - STA_ 600+20.86 p v
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' PROJECT v r vvv STA. /271+27.50
- - - - - - - - - - - - - - - - - - - - - - 1
f f A (AL-4)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f
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- ~ ??v'" / '4°~ ~Y' \
y`~f s:Y;!} prf ';t ''s,~ ,~f~~ P ~r, }i°, r~'~s~?€ f~' T'fv EET PP5
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? r ? AV ;*,!'~Y. , M1 fib. s a ~ 9 „ ti ~ ~~d~~~ a ~a a n Id , Yf f ,A~ 'a^'~+', ° a4'af ~"t}a~ ~ T END PHASE III
~ i ? i it PROJECT
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f $ PROJECT
1"j I- _ a - - , rt,. STA. 284+60.30
- - - - - - - - - - - - (AL-4)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PEGMPHASEII ERO CASE IV
S ET PP3 PROJECT - ' - - - r '
(AL-4) STA. 2i5+95_ J~ n J
PSHEETPP1 i \ rw (AL-4) STA. 289+91.75
/ .
ST F7ELDSTONE
II AAA f ?~f ~ AV \ f / //9 PUMP STATION
I NOTED PREPARED IN THE OFFICE E OF THE ENGINEER °°p0pp0oooo00oo°o°DpOOO TOWN OF CARY °°B®9® B°BNBBBBB®BOBOm®Om o ~~N CAR~~ o°° V\ CARp
~o oFESSIp9~9°
DATE DESCRIPTION DESIGNED DIRECTOR OF ENGINEERING
SEAL SEAL
DRAWN BYm, CCHEN ENGINEERING DEPARTMENT WENT 0 032652 Q o m 021669
DATE.m 18/28/08 316 N, ACADEMY STREET tEE'
61 B + °0ommm. °p0aooaooooooo° ~ °BBOOaooBBaaBB
FILENAMEm. ® , NORTH a A 27513 SI URE DATE SEAL 'SIGNATURE DATE SEAL

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„II h. itll TILL '!_II ,"IICI
C Y qtr ENU S 1.1 T _Ir =III III-I -III- W (sF AL Sp-,H 1I0I%-l-j[,_JJNK CT' AS
FILER FABRIC „ .rA^+' P u ? A i r1 a `L "r.' a l-4 T ~~yn T,r S _L-SPIDERS
_ SILT N t FABRIC ~ ~ r~r, ar Yy~ ~ ri ~ .a ' n r III I I_ ._I I' MINIMUM 10 GAUGE INSTALLED TO SECOND MINIMUM 12-1/2 GAUGE LINE WIRES WIRE FROM TOP ' - INTERMEDIATE WIRES III III _ _I
= CAW >0
r x ta' : l .r
qT s r o- x\u *T GRADE . , CAPACITY OF PIPE CULVERTS ~ i I -I I `L CARRIER P, -
TOGETHER BANK FULL FLOW
FLtVATION EART _y u EARTH FILL COVERED By
ARC I LARGE ANGULAR ROCK CARR,UR nPi: F l E Z ~
FRONT VIEW COARSE AGGREGATE r~ ~"_=-DRAINAGE GRAVEL SLOPE TO DRAM STEEL ENCASEMENT PIPE ~z LIP JOINT D 3: (10 CU_ FT. STONE) CARRL.:.R MAIN -~I J r
c~ ~L -iy r
/-STEEL POST 3/4.' wEEPHO E AT Low W Z CARRIER PIPE d S-- E! ENCASEMENT - PowT of cas;NG ELEVATION PIPE W
NOTE: C, -1 WOVEN WIRE FABRIC C C,
USE SILT FENCE ONLY WHEN DRAINAGE AREA > STEEL SPIDERS ' S
DOES NOT EXCEED 1/4 ACRE AND NEVER IN SILT FENCE FABRIC Y G AREAS OF CONCENTRATED "LOW. CT 0 ` VA
c 0 o° 3 ~ r NOTES: 6'x 3/8" STEED PLAT
° NRLT SLOPE 3 1. STEEL "SPIDERS" SHALL BE USED FOR SUPPORT OF ~ - -
N ' FOR REPAIR OF SILT FENCE FAILURES, _ 0 T~ rZ r- r o r USE No. 57 WASHED STONE FOR ANCHOR r Y T L, ID - C~ THE CARRIAR PIPE WITHIN THE CASING PIPE. Il CONTW S IDES WELD BOTH SIDES (TYP) `
WHEN SILT FENCE IS PROTECTING ' ~i 2. A MkNIMUM SPACING OF 2 SPIDERS PER JOINT OF
CATCH BASIN_ GRADE ~r CARRIER PIPE SHALL BE REQUIRED. r v'
6" MINIMUM COVER 3. THE SPIDERS SHALL BE SPACED EVENLY ALONG THE
o OVER SKIRT " 25' ----~'I CARRIER PIPE SUCH THAT EACH SPIDER SUPPORTS MINIMUM THE SAME UNIT WEIGHT OF THE CARRIER MAIN. LD
~I 25 STREAM CHANNEL, MP ANCHOR SKIRT AS DIRECTED MINIMUM TOP lf~ TOP OF BANK ELEVATION
BY ENGINEER " TOP OF BANK . -F. FOR CASING SIZE SEE STANDARD SPECIFICATION gp SECTION 05000.
PLAN 87 JE, JJJ~... DETAIL No.
SIDE VIEW 87 g DETAIL No.
DETAII. No. C R PIPE 05000.02
04000.11 sveeT OF 1 s~iEEr o- z EFFECTIVE: 07/01/04
STANDARD TEMPORARY SILT FENCE I 04000.01 STANDARD TEMPORARY STREAM CROSSING SHEET 1 OF 1 EFFECTIVE: 07/01/1
EFFECTIVE: 07/01/04 STANDARD MANHOLE RING & COVER USE FOUR 3/8 INCH ANCHOR BOLTS (SEE DETAIL 07000.03)
TO BOLT FRAME TO SPACER. USE ROPE
STREAM CHANNEL 5 MAXIMUM MASFIC SEAL BETWEEN FRAME & SPACER. - -
BANK HEIGHT 20" MAXIMUM FROM MANHOLE BREAK POINT
~ V TOP ELEVATION OF STORMWATCR TO TOP OF RING AND COVER.
IP' #-5 WASHED ~-t 7 MAX_ < - _ (I)II I SURFACE FLOW ECCENTRIC TAPER t UNIT
31Ir STONE ~y T~~1 I~ Fi %irn iy ~~(pp( SURFACE FL rra/ >bl I ` / Ip~i I 7P DIVERSION I' DIVERSION
0 DESIGN OF SPILLWAYS o ° 2'-0". OR 4'-0'
EXISTING SLOPE - - ly I To/~T~~TT T T~ .u a .u r~u =11 clitt I =Ia+' y ,ll IQ~f
DRAINAGE AREA WEIR LCNGTHI 008d~ o° a~ (ACRES) (FT) $1 RIP-RAP VIII 1X ° ~q o ° °0 0 o w
1 40 VARIES a°o~
2 6.0 3 &0 a loo SIDE VIEW ~)''~?~4~t11 / F a ALL LIFT HOLES WHICH COMPLETELY
h F PENETRATE THE MANHOLE SHALL BE
5 12.0 4'-0", 5-0", OR 5'-0" FILLED WITH NON-SHRINKING GROUT M
1 DIMENSIONS SHOWN ARE MINIMUM (f I DIAMETER an z
EXISTING SCOFFS II(!` STONE APPROACH SEC TI 5,1 MAX. SLOPE ON ROAD I W - ALL EXTERNAL JOINTS SHALL BE SEALED C O Q
TEau c 0-RING OR BUTYL RUBBER JOINT - - 111~~~ WITH AN APPROVED JOINT SEALING MATERIAL W a - I
«i~•_ STONE OVER FILTER CLOTH
VARIES Cm: z 0. Q
_1I NOTE. ~ RISER UNIT B-
=II IIE I. i~IILI ~ HEIGHT & WIDTH DETERMINED BY SURFACE FLOW zL__~ MANHOLE STEPS ALONG A VERTICAL WALL OVER rte- 5" V W O i
I~G X0.5'-1' HE EXISTING TOPOGRAPHY AND DIVERSION BE-1E SEDIMENT STORAGE REQUIRED. THE EFFLUENT PIPE AND VERTICALLY ALIGNED Q
=4 ll--l It 11 KEYED RIP RAP (SEE DETAIL 07000.02) 0 O BASE UNIT W
~ KEY RIP RAP INTO THE DAM ORIGINAL STREAMBANK w% NOTES: 7 ~
FOR STABILIZATION. >1 b PRECAST CONCRETE INVERT 1 - 1. ALL MANHOLE CONNECTIONS SHALL BE W
#'S WASHED STONE `Tn.N VEoA~ MEETING SPECIFICATIONS = - PhE PREFABRICATED OR CORED WITH A W
~T 11 EIII E91 '91L IE-11~ T' STONE a 'I'VS o',k?X„ oedrat 6r~<rc~cGPa 6`" a CONCRETE CORING MACHINE.
6_1y,L- - 2 ALL MANHOLES SHALL BE VACUUM TESTED,
FRONT VIEW 12" BEDDING (n57 STONE;--";x ~1
44 FILTER CLOTH
87 DETAIL
8] DETAIL No. DETAIL No.
)N 04000.11 s7 No. Z ET 2 OF 2 STANDARD PRECAST CONCRETE MANHOLE 07000.01 SHEET ! OF t
STANDARD CHECK DAM 04000.05 STANDARD TEMPORARY STREAM CROSSING OPTION sr+E z of z EFFECTIVE: 07/01/04
SHEET i OF I EFFECTIVE: 07/01/04
EFFECTIVE: 07/01/041 -PAVEMENT SMALL BE SAWN TO PROVIDE
A CLEAN EDGE. SCORED JOINT WITH SAW[ NHS; BITUMINOUS JOINT SEALAN]. (TYPICAL) SAWED PAVEMENT CUTS.
70" MIN. REP 7. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONCRETE HATCH COUI REFACE WITH 2" SURFACE NOTES; COURSE. (TYPICAL)
BUT BUFFlCIENT TO KEEP 3000 F.S.I. PATCH SHALL BE 7 3000 P S i. VERTICAL SPACING = 16" O.C., ON VERTICAL WAIL ONLY. i
SEDIMENT ON SITE CONSTRUCTION ENTRANCE IS USED. CONCRETE OR 7 SNEER COURSE - - T Miti 7YP I t ER EXIS I;N~ PAVEMENT 2. STEPS TO PROTRUDE 5" FROM FACE OF STRUC?UP.E WALL, CORROSION RESISTANT AND SHALL WITHSTAND A VERTICAL LOAD OF ?DO LBS. AND A f o~ooppp~pp00
7_. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD EXISTING PAVEMENT IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE MATERIAL -iORIZONTAL PULL-OUT LOAD OF 1000 LBS. WHEN INSTALLED. e°°,~N CA/2Q °Oa
' STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED 6° MIN. 4 P" l i~l r IIPIillrl1,
PUBLIC READ. c ~I IrI I~if ' Pte' 1E~~ 7"-3" STONE TO BE USED ZS' OR WIDTH OF BEFORE ENTERING THE 3 MIN 5. AI_L STEPS SHALL BE VERTICALLY ALIGNED IN A STRAIGHT LINE. o°ZD ~~ESS~Q 2~ ° 0/ Do NOT DISTURB /z" DIAMETER SEAL
EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET. °II I 11 ~pa~rrl N > ROADWAY BALLAST) WHICHEVER IS 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO IIH~ 8 STONE DO NOT DISTURB 72
GREATER. THE PUBLIC ROAD. THE TOWN WILL CLEAN THE AREA AND dl IL EXISTING STOKE INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS MINIMUM =11 Ir 1 o o ExISTwG STONE STEEL ROD = O_ a 032652 z 0
INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. COVER Z- HE 31 PRELIMINARY °20 s o J° cl ~I SECTION ~~0c
THE MINIMUM SEE THE TOWN OF GARY WILL CHARGE TO 31 1----SHALL BE GRANULAR MATERIAL OR PLOWABLE C SIll= I a. - - -i -1 CLEAN THE STREETS WILL BE $300 FOR THE FIRST HOUR LL BE REPLACED) 'J) =1 $ CT6O P~ ~;GINEEq- o° ,may O Y
(UNSUIT fltL ABLE TO MATERIAL PREVENT SHALL BE PLACED) AND $200 FOR EACH HOUR THEREAFTER. 91T HE L1
III F PIPE PIPE II~ Ei ~OFa S G TURE
III=tee I2
PLAN VIEW ~ urn=l~I IIIm aiI Pa11=1s~ PIPE DIA. PIPS E DIA- ~I To 18" REVISIONS
+ 18"
~VEMEN'
CONCRETE PAVEMENT ASPHALT PAVEMENT NEW CONSTRUCTION
35' MIN. 15' MIN. NOTES. 2" ~
EXISTING ROADWAY - 1. ALL PAVEMENT CUTS SHALL BE REPAIRED WITHIN A MAXIMUM OF THREE (3) DAYS FROM THE DATE THE Cl HE DATE THE CUT iS MADE.
/ IF CONDITIONS Do NOT PERMIT A PERMANENT REPAIR WITHIN THE GIVEN TIME LIMIT tRM1S&ON TO MAKE 1S&ON TO MAKE A TEMPORARY
1- MIN. REPAIR MUST BE OBTA NED FROM THE TOWN ENGINEER,
6" MIN. - \\V\ V A AA VA VA A/AA \ V AA 2 CONCRETE TRENCH CAP ON ASPHALT STREETS SHALL BE USED ONLY DURING INCLEMENT WEATHER WHEN WEATHER WHEN ASPHACf
\ \y /Y~/ T i// / ?G /.C~ PLANTS ARE NOT OPERA`NG.
3.IN ALL OPEN TRENCHES. BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY. THE CONTRAC FABRIC UNDER STONE RESPONSIBLE FOR VERiTYING COMPACTION REQUIREMENTS BY SOILS TESTING CERTIFIED BY A LICENSED PR OHE CONTRACTOR SHALL BE A LICENSED PROFESSIONAL ENCAPSULATED STEEL STEP PROJ.# SW-1095
GE07ECHNICAL ENGINEER. DESIGN BY: JAB
-I CONTENT THAT CANNOT MEET DRAWN BY: CCC
CROSS SECTION 4. BACKFIU_ WITH A HIGH CLAY CONTENT, HIGH SHRINK-SWELL POTENTIAL, OR HIGH MOISTURE CONTENT THA SUITABLE encKFILL MATERIAL. DATE: 9 15 08
IR4 p COMPACTION REQUIREMENTS SHALL BE DEEMED UNSUITABLE AND SHALL BE REPLACED WITH SUITABLE BACI B DETAIL No. SCALE HOR: NTS
g 5, ALL PAVEMENT PATCHES SHALL PROVIDE A UNIFORM AND SMOOTH DRIVING SURFACE. DETAIL No. SCALE VER: NITS
8 DETAIL No.
!NS 05000.01 MANHOLE STEPS 0 EOOOF02 SHEET NO. sHEEr 1 OF EFFECTIVE: 07101/04
STANDARD CONSTRUCTION ENTRANCE 04000.07 mm~m STANDARD TRENCH AND PAVEMENT REPAIR SECTIONS SHEET I OF I EFFBCTTVE:o7/ovo4
E~crlvE:o7/ouo4

1/2 x )4 r_X HEAD, VcNI TO[ S 10 BE
ST i K - LET Ba AND 1 RA SED 31PIG 0 ~x _C z FILTER OF 1 INCH DIAMETER pp~~ \p
® WASHERS A 150' C01 N-`RS I'VK. (TLC_SSL EUS) EAR °-F R V 0, _R RING ® ROLIS A WASHERS TO PL H9E (hJLES TC B )IA.).- 57 WASHED STONE o ° ° °o ° 41.10a o Lu
316 STAINLESS SEED < < r n r0 o°oo °'~S' LL
~0 RTH q VAR!t° NOTE: ° oo o ° ° e° r
Rp (-(2) LE Q IP_ DIAMETE ~ ( I PrCKHOHCLS 5'-0" S D o°° qq,°° o PIPE DIAMETER SILT FENCE FABRIC TO OVERLAP M o 00 °OO vOOo o ° W HARDWARE CLOTH BY 12 INCHES °0o°aOO°Oe p0o °Op ° o° o O°O°o W
_ FiELETS R 1/8"-v 0 2 7" DIAMETER, . _ 8 0 0 0 0 0 0°0~° 00 o p p°°0 o 0 0
U L2 M STEEL FENCE POST
87 O I W 9I~--?'
A A m R 1" _ - - iiP T 1;- TT WIRE FENCE HARDWARE CLOTH .r.A SILT FENCE FABRIC ON WIRE FENCE °STEEL FENCE POST a a r+
R ? B ® lq RV 5~ 0 y ON NOIRE FENCE h HARDWARE CLOTH N
FILTER OF i INCH DIAMETER LAN VIEW !
ALL FILLETS 1/2" MINIMU . ' - 0. a, /4" R / - 2 Ia i # 57 WASHED STONE
FOR CONCRETE 18 MINIMUM W ~j
ANCHOR COVER TOP ViE44' COVER BOTTOM VIEW ENCASEMENT ~j1! ~BGLTS RING„ TOP VIEW O~ o
X12„ L r i j_ D.I. PIPE FLOW DIRECTION a 18 Z w ° GRADE STEEL FENCE POST SET z 14 14
f/ CONCRETE al - HARDWARE CLOTH MAXIMUM 2 FEET APART -rl ENCASEMENT F'- _ - WIRE FENCE
o ~pTxo o ~ptxo I~I23 3 /a up < ' D.LP 3/4" MIN. f
23 / o o END VIEW SIDE VIEW ~ Q
VARIES VIEW Ctuz~ SILT FENCE H W to
~ 1' * ~ a ?r FABRIC VERIAP VERLAP i z ~M
AI-TERNATE LETTERING 12. 12
24.3/4 M.N INCHES INCH
21/8' CROSS SEC ION, 33 1/x" 3' ; - SPE_CIFiCAT DNS: GRADE
CLASS 35 GREY IRON. NOTES: 51 z
SECTION "A-A COMPLIES WIT-i 1 ASTM A48 CE3513. riF -EI 1 IHI~ I= - I8
3 CAS`NG TO SE COATED WITH A WATER 1, CCNCRE'E SHALL BE 3,DnO P.S.I. I II-il I I L I
MINIMUM WEIGH TS , BASED ASPHALT PAINT (BLACK). JECTII.,ON B-B IEJ rI I-IE-I"-,.'-ni. 11-III. IL~`IE
RING 10 C. ALL LETTERING SHALL BE CLEAN, CRISP, 2. CONCR E ENCASEMENT NO] RLQUIRED WHEN PIPE IS COVER 182o AND CLEARLY LEGIBLE. )EAST 1HR--E (j; FEET UNDER CIFNEERI NE OF CREEK D WHEN PIPE IS AT "1 l NOTE: '-~--s RLiNt OF CREEK BOTTOM. BURY WIRE FENCE, HARDWARE CLOTH,
5. DOMESTICALLY MADE & MANUFACTURED -87 TOTAL 30o IN THE USA. 87 FRONT VIEW AND SILT FENCE FABRIC IN THE TRENCH
w~
STANDARD MANHOLE RING AND COVER DETAIL No. DETAIL No. DETAIL No. r,
(TYPE 2 FOR OUTFALLS OR UNPAVED AREAS) 07000.03 STANDARD CONCRETE ENCASEMENT FOR STREAM CROSSING SING 07000.14- STANDARD SILT FENCE OUTLET SHEET 1 OF t EFFECTIVE: SHEET 1 OF 1
EFFECTIVE: 07/01104 steer z of 3 EFFECTIVE: 07/01/04
(4) ?/2' x 1 314" HEX HEAR.
STAINLESS STEEL BOLTS AND 1 1/4" RAISED -=TIERING F-AJ_ FILLETS NOTES:
@ WASHERS AT 180' COUNTERSUNK. (RECESSED FLUSH 1) I @ R z ® BOLTS & WASHERS TO BL TYPE 1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE
316 STAINLESS STEEL. I \ PROTECTED BY FENCING, AS ILLUSTRATED.
pRT H A \ Ro p (K, CLOSED 0 0 2. INSTALL TREE PROTECTION FENCE AT TREE DRIP
A t~ 02) CLOSED / Q- Ltiw'I y 1" DIAMETER LLJ LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN
FILLETS CN` R 8' C ) 7 DO \OT BUILJ INVCR ON PLANS, PRIOR TO COMMENCEMENT OF CONSTRUCTION.
87 FLOW OR REMOVE
C USOLID WALL NTIL S -STEM F~.OW A A R 1 IS APPROVED B r m B 3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM
_4 OF ONE EVERY 300 FEET. THE SIZE OF EACH a SIGN MUST BE A MINIMUM OF 2 FEET BY 2 FEET Z
p gRV E 0 AND MUST CONTAIN THE FOLLOWING LANGUAGE: a
o "TREE PROTECTION ZONE, KEEP OUT". O
t/9" MINIMUM R 1/2" ~ouR UH SOLID ©1CK/13LOCK & M /BLOCK & MORTAR 3. THERE SHALL BE NO STORAGE OF MATERIAL
ANCHOR RING TOP VIEW COVER FOP_ VIEW COVER BOTTOM VIFW w WITHIN THE BOUNDARIES OF THE TREE PROTECTION
BOLLS PIPE DIAMETER MINIMOM W MINIM M WA._L. z FENCE MATERIAL o QI FENCING. ORANGE, UV RESISTANT -
THICKNES _THICKNESS a HIGH TENSILE STRENGTH o 4. TREE PROTECTION FENCING SHALL BE MAINTAINED N Q
POLYVINYL GASKET B - 12 3 a 23 '/4° BETWEEN COVER o POLYETHYLENE LAMINAR THROUGHOUT THE DURATION OF THE PROJECT. 2 3 BARRICADE FABRIC w W
MIN AND RING SEAT u v u LJ O
i1i 6 OR GREATER
23 I /B" I ~
i0 z ~ I TREE z ~ F
. 1,. NnrS" M araa~ 6" OVER TOP OF PIPE PROZONE TECTON 4' MINIMUM F KEEP OUT Z
ALTERNATE _ET,ERENG DO NOT BUILD INVERT
24 3/4' MIN OR REMOVE COLD WALL 2 1/8"-J 1 FLEW BLOCKAG U T SYS-EM FLOW GRADE _ o `j- I 1 11 = - Lill I I- - _ -I - - - -
33 JPc CHK'ALONS: IS APP • 1 I I~~~JJ I_I_If~ICI 7 1 I- -I-11 1111 IRI 'IIOt II TI~IL=11 IL~I~I ~I L-111_1 I _I ILL=(j_ IIP~ti ~I .11 - 1 1P1 if t EI 1JI IImm--tt
4° 1Ci ASS 35 GREY [RON. 2' MINIMUM a"
S C ROVED _ION A-A COMPILES WITH) WATER 1 1 _ Z 0. COMPILES O WITH) BE COATED WITH ATM A,8 CL STM A48 CL A35B. ~ W F- PRELIMINARY
NOTE: M M WE:30 TS H ASED ASPHALT PAN,'T (SLACK)12" BEDDING NOT FOR CONST UC IO m W N s' o. C.
SECION B-e ING O 4 A L LETTERING SH L BE CLEAN CRISP,LOCATED IN rIRSI "dAIrHOLI 4 IHSI MAKFO E `ROM ,E-IN_ MAXIMUM
GUD AND CLEARLY 50 IC WA L MUS` 3E 9UI _XT 5. DOMESTICAxLY MADc NANJFAC[UPED LAYING HE RUN OF PIPE. L Mus' BE BUILT BEFORE T" OF ~A Y V POSTS MAY BE 4" DIAMETER PINE, X RUN OF PIPE. 444 p 2" DIAMETER OAK, OR 1.33 #`/LF STE L-'-: sT''G12142E- ~ TRIE! T
8i OTAL 0 IN THE USA.ax H &1 X li ii
STANDARD MANHOLE RING AND COVER DETAI No. DETAIL No. ffi DETAIL No.
(TYPE 3 FOR WATERTIGH'T' MANHOLES) 07000.03 SANITARY SEWER PROTECTION DURING CONSTRUCTION EFFECTIVE: 07/01Po4 SHEET, s of a EFFECTIVE: 07/01/04 PION 07000.17 TREE PROTECTION FENCE 313-2
SHEET 1 of 1 EFFECTIVE: SHEET 1 OF
Z-2" GALVANIZED STEEL 90' 1 I
ELBOWS WlI H BUG SCREEN 3 STRAND BARB WIRE CLASS III GALVANIZED OR AWMINIZ.CD 12'-0" INSTALLATION NOTES:
STRAP SPRING. 1 x 1/8" CAI VAN17ED SILEL STRAP I 0 0 o I 1. REFER TO "NORTH CAROLINA DIVISION OF
a' ~-BUG - 1 EVERY
SCREEN - MINIM UM OI 2 REQUIRED 2 GALVANIZED STEEL PIPE TOP RAIL I 15/8' ' a o p o °v INSTALLATION MAINTENANCE GUIDELINES. & °e o "NORTH CAROLINA FORESTRY BMP
~O FOREST RESOURCES" LITERATURE, "'/g" O.D. PIPE FRAME MANUAL-2006".
VENT VA21AbL_ VARIABLE 3" CORNER JIVE F e jv,\ 2. USE A BULLDOZER, KNUCKLEBOOM LOADER, 9 `ANCHOR BRIDGEMAT TO OR SKIDDER TO INSTALL & REMOVE DRAGLINE 09• bb~•~Z~Q
A TREE, OR OTHER MATS. v
_ M x •~u~' e PERMANENT OBJECT 3. KEEP HEAVY EQUIPMENT OUT OF STREAM. o° -\\A C/4RO ~P/~CFa WITH SUFFICIENT 4. INSTALL WATER DIVERSION DEVICES (WATER o o °°°°o°o°°° °0°
Stc PLAN UU_ OS1 N x xti xY POST G 1 STRENGTH, USING STEEL BARS, TURNOUTS, BROAD-BASED DIPS, ETC.) o ~~FESSIp~9~i9 °o
~ / - ~D r rx ; r~ 7v CENTER RAIL a 4.~1 1 CHAIN OR CABLE. ON BOTH SIDES OF THE MATS. g vATE POST ~Y t 5. STABILIZE EXPOSED MINERAL SOIL WITH TREE oQ SEAL o %
77 TOPS
\ P STRETCH xy iT,A r t vv < \~x x \j. SEOR BRUSH EDING/MULCH AFTER MAT REMOVAL. % D o 32652 o z .81
BAR I ( I,) FLOW • 1 .N x l YX / / v,L 51REA a o Oo SMRER5~0~- 9Ap 6. FOOTA BRIDGE MATSWIDTHTO A MINIMUM TEN
X GP,P~ G 0l~ MAINTENANCE NOTES:
\ ~ vovv° o 0
3 u, V x k \/yx /xYJn E 6" q ENCASEME?Vi~ w' FIN) t>~ FINISHED GRADE 1. KEEP MATS' SURFACE FREE OF MINERAL SOIL _________1 AND DEBRIS THAT COULD ENTER STREAM. SI-GNATURE
j 4" x 4' TREATED HMBER k 2. PERIODICALLY CHECK MAT HARDWARE; -I'_'-III PERSPECTIVE VIEW RETIGHTEN NUTS & CABLE CLAMPS AS REVISIONS
/ N 11= o TEIxS10N WIRE DOUBLE GATE - NECESSARY TO MAINTAIN BRIDGE STRENGTH
AND INTEGRITY. 3. IMMEDIATELY REMOVE ANY DEBRIS WHICH
CNCRE_E N ASEMENT LN~NGES ENTERS THE STREAM AT THE CROSSING
(TYPICAL) LOCATION.
PLAN VIEW 1/4 SUPPORTED 1/4 SUPPORTED REMOVAL NOTES:
SURFACE FLOW SURFACE FLOW 1. CLEAN OFF BRIDGE SURFACE.
DIVERSION BRIDGEMAT DIVERSION 2. REMOVE MATS BY USING MAT CABLE LOOP • • • • • 1_U OR SKIDDER GRAPPLE.
NOTES: 'i-1- -j_r j - I I 1 _ T 1 '=Y-, 3. PERMANENTLY STABILIZE DISTURBED E J11
1. VENT PIPE OPENING IN PRECAST CONCRETE MANHOLE WALL NOTES: PORTIONS OF STREAM BANK AND APPROACH F- l `~ORIGIUNNAL m 7, ROADS WITH PERENNIAL GRASSES/MULCH (OR
SHALL BE CORED WI'H A CONCRETE CORING MACHNE. EL'-'.VAT ION VIEW Tlr _ STREAMBANK WETLAND MIX WHEN APPLICABLE). PROJ.# SW-1095
- DOUBLE GA SHALL HAVE A LOCKING MECHANISM, DROP ROD, AND TRUSS ROD. 2. LOCATION OF VEC 'IEE SHALL BE AS DIRECTED BY TI-F CONS-RUCTION -1 1 STREAM 4. LEAVE APPROPRIATE WATER DIVERSION
INSP'CTOR WITH WATERTIGHT RING AND COVER VENT OP TO BE ELEVATED 2. ALL FEACE COMPCNENI MA- :ERIALS SHALL HE FI Eft HOT GIPPED GALVANIZED SHELL, OR IRON. '.l. OR IRON. 1 STRUCTURES IN PLACE ON BOTH SIDES OF DESIGN BY: JAB
AT •EAST te" ABOVE THE 100 YEAR FLOOD PLAIN ELEVATION. 87 FENCE FABRIC SHALE BE ALUMINUM ~OA1LD. SIDE VIEW STREAM. DRAWN BY: CCC
DETAI No. DETAIL No. s -DETAIL No. DATE: 9 15 08
STANDARD TYPICAL MANHOLE VENT 07000.04 CHAIN LINK FENCE & GATE SCALE HOR: NTS 0/500.07 STANDARD TEMPORARY STREAM CROSSING OPTION 313-3 SCALE VER: NTS
EFFECTIVE: 07/01/04 ov I EFFECTIVE: 07/01/04 sHe_? I of I EFFECTIVE: SHEET i of 1
SHEET NO.
D2-14
- -

r Hb IVC LUNSIHUCIIUN CEASES IN ANY AREA FOR MORE THAN THIRTY (30) DOAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, FERTILIZED AND TACKED AT N
1) THE CONTRACTOR SHALL PROVIDE AT LEAST ONE FULL-TIME, ON-SITE C)SEED SHALL BE RAGGED NOXIOUS SEED- SUPERINTENDE THIS PRO GERMINATION SHALL BE A MINIMUM OF ADDITIONAL COST TO THE OWNER. 95%. SEED SHALL BE 98% PURE WITH LESS THAN 2% OTHER-CROP SEED OR DEBRIS. MUM OF
APPROVED BYNTHEOTOW BASED ON REFERENCJ AN SUPERINTENDENT WITH THE CERTIFIED iv. SOME AREAS MAY REQUIRE TEMPORARY SEEDING OUE TO AN INTERRUPTION OF WORK SEED SHALL BE FREE OF NOXIOUS WEED SEED. TOWN. SHALL BE ON-SITE PRIOR SITE FOR ALL TS EXCEEDING THIRTY (30) DAYS OR SEASONAL RESTRICTIONS AS SPECIFIED IN THE d) S00, SPRIGS, PLUGS OR OTHER VEGETATIVE PLANT PROPAGATION MATERIALS SHALL OR DEBRIS.
THE PROJECT RELATED ACTIVITIES SUPERINTENDENT FROM CLEARING - SITE RESTORATION. PERMANENT SEEDING SCHEDULE, OR A COMBINATION THEREOF. THESE AREAS SHALL BE
THE PROJECT SUPERINTENDENT SHALL NOT BE REPLACED EXCEPT BY WRITTEN RESEEDED IN ACCORDAN CERTIFIED FREE OF NOXIOUS WEEDS. MATERIALS SHALL BE IN GOOD HEALTH AND CE WITH THE PERMANENT SEEDING SCHEDULE. APPROVAL FROM THE OWNER. SEEDING IS REQUIRED DUE TO CONTRACTOR DELAYS, THERE WILL BE NO COMPENSATION TEMPERANRE HERBICIDES, FERTILIZER OR OTHER CHEMICALS. SPRIGS THAT ARE ,LS SHALL APPROVED SEDIMENT FILTERING DEVICE (SILT EALTH AND BAG). PROVIDE POSITIVE DRAINAGE FROM
IF TEMPORARY TEMPS FREE , DISEASE OR PESTS, OR DAMAGE FROM DRYNESS, ADVERSE FOR THE TEMPORARY SEEDING, TEMPORARY SEEDING SHALL BE PERFORMED ONLY AT OLDER THAN 48 HOURS ARE NOT ACCEPTABLE REGARDLESS OF CONDITION,
PHASED CONSTRUCTION/SCHEDULING THE DIRECTION OF THE ENGINEER OR INSPECTOR. J ARE SILT BAG TO STREAM. DISCHARGE HOSES STREAM DIVERSION PUMP
G) THE CONTRACTOR SHALL MAINTAIN A LOG OF DATES THAT SOD, SPRIGS, PLUGS, OR V. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE OTHER SEEDING INSTALLATION WAS COMPLETED FOR EACH INDIVIDUAL PROPERTY AND PHASE If OF THE BACHELOR BRANCH INTERCEPTOR & PUMP STATION ELIMINATION PROJECT RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL 'LUGS, OR P
SHALL INCLUDE EVERYTHING BETWEEN STATION 215+95 AND STATION 271+27.50, AND COST TO OWNERMPORARY SEEDING SHALL BE PONE AND THE CONTRACTOR SHALL BE SHALL NOTIFY THE ENGINEER OR INSPECTOR OF EACH DAYS PROGRESS. 'ERTY AND DISCHARGE ONTO DEWATERING PUMP INTAKE HOSE STABLE RIP RAP
BETWEEN STATION 560+00 AND STATION 500+20.85. H. SEEDING PAD TO PREVENT f P
PHASE III OF THE BACHELOR BRANCH INTERCEPTOR & PUMP STATION ELIMINATION PROJECT C.CLEANUP AND INSP CTION: SHALL INCLUDE EVERYTHING BETWEEN STATION 271+27.50 AND STATION 284+60.30, AND I. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL °)FT. SHALL BE SEEDEDRWITH YAPMINIIMUMD DP TW ENSURE UNIFORM COVERAGE BY USING SCOUR HOLE
BETWEEN STATION 600+00 AND STATION 600+87.62. A CENTRIFUGAL (ROTARY) OR DROP-TYPE SPREADER. AREAS LARGER THAN 7C0 SD. SIREAMBANK BY USING
O PASSES THE PATE EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL, STONE, AND DEBRIS SHALL PARTIAL RATE FOR EACH PASS. FOR AREAS AVERAGNGA GREATER P15 FT. ROPRIWIDTH, PHASE IV OF THE BACHELOR BRANCH INTERCEPTOR & PUMP STATION ELIMINATION PROJECT BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL COST TO THE OWNER. ALL APPLY HALF THE SEED IN ONE DIRECTION AND THE OTHER HALF AT RIGHT ANGLES TO N 100 SQ. \TE
SHALL INCLUDE EVERYTHING BETWEEN STATION' 284+60,30 AND STATION 289+91.75 WORK AREAS SHALL BE LEFT IN A CLEAN AND NEAT CONDITION. ALL DAMAGE R. THE FIRST DIRECTION. NIDTH, FLOW ANGLES TO FLOW SEDIMENT INTAKE
PHASE U OF THE BACHELOR BRANCH INTERCEPTOR & PUMP STATION ELIMINATION PROJECT EXISTING CONSTRUCTION CAUSED BY LANDSCAPING OPERATIONS SHALL BE REPAIRED TO SHALL INCLUDE EVERYTHING BETWEEN STATION 500+20.85 AND STATION 512+03.14 THE SATISFACTION OF THE TOWN AT THE CONTRACTOR'S EXPENSE. b)APPLY A STARTER-TYPE FERTILIZER TO THE SOIL SURFACE FOR EXAMPLE, 10 DS OF 5-1 ii. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO ESTABLISH A PIMENOF SEEDING. 10 OR 5 POUNDS Of 10-20-20 PER 1,000 SQUARE FEET AT THE
UPON ISSUANCE Of THE PROCEED, THE CONTRACTOR WILL HAVE 715 DAYS 70 COMPLETE UNIFORM STAND OF SPECIFIED GRASS SCATTERS DIKE HOSE CLEAN WATER SUMP-HOLE FOR POOL Lu 10 DIKE (12 TO 18'" DEEP 2' DIAMETER)
CONSTRUCTION OPERATIONS ASSOCIATED WITH PHASE It OF THE BACHELOR BRANCH 0 BARE SPOTS, NONE Of WHICH T AT THE
SHALL BE LARGER THAT ONE SQUARE FOOT, WILL BE ALLOWED UP TO A MAXIMUM c) LIGHTLY - COVER THE SEED BY HAND RAKING DRAGGING WITH A INTERCEPTOR & PUMP STATION ELIMINATION PROJECT. OF 3% OF THE SEEDED AREA FOR EACH PROPERTY. WHEN SEEDED AREAS ARE READY CHAIN-LINK FENCE. ROLL TAMP THE SOIL LIGHTLY 70 FIRM THE SURFACE AND UPON ISSUANCE OF THE PROCEED, THE CONTRACTOR WILL HAVE 140 DAYS TO COMPLETE FOR INSPECTION, HE MAINTAINED TURF AREAS SHALL NEATLY MOWED TO THE PROVIDE GOOD SEED-TO-SOIL CONTACT.
MAT OR CONSTRUCTION OPERATIONS ASSOCIATED NTH PHASE III OF THE BACHELOR BRANCH UNIFORM HEIGHT OF APPROXIMATELY TWO AND ONE-HALF LF (2.5) INCHES. THE LAWNS E AND I _ WORK AREA LENGTH NOT TO EXCEED THAT
INTERCEPTOR & PUMP STATION ELIMINATION PROJECT. SHALL BE CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS VIGOROUS d) MULCH GRASS SEED WITH UPON ISSUANCE OF THE PROCEED, THE CONTRACTOR RILL HAVE 160 DAYS TO COMPLETE AND GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED. PER -1,000 SEASQUARE FEET FOR WARM-SEASON GRASSES AND OR TO P BALES P SMALL
WHICH CAN BE COMPLETED IN ONE DAY 1 7NE BALE
EAS OF INTERCEPTOR & PUMP STATION ELIMINATION PROJECT. iii. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT'THE CONCLUSION OROTA KINGOWI GRASSES UPON ISSUANCE OF THE PROCEED, THE CONTRACTOR WILL HAVE 190 DAYS TO COMPLETE OF THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION FOR WATERING PLAN VIEW
ITH ATERING ASP AL STACKING SPRAY.ARTWINE NEITTINGH A N BE LUNUSG, G WATERIN THE ENTIRE PROJECT. SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO DISPLACEMENT IS A PROBLEM. E APPLIED EVENLY AND LIGHTLY, THESE MALT TACKING EACH PHASE OF COMPLETION INCLUDES ALL INSTALLATION, TESTING, INSPECTIONS, AND THE ANTICIPATED DATE OF INSPECTION. NEED NOT BE REMOVED. LARGER AREAS SHALL BE STABILIZED BY ASPHALT TACKING
APPROVAL BY THE TOWN OF CARY ENGINEERING INSPECTOR. SPRAY OR TWINE NETTING- TACKING IF WIND =A NOT TO SCALE
iv. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF SEEDED TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING SUCH D.CLEANUP AND INSPECTION TEMPORARY PUMP AROUND SEQUENCE PRELIMINARY tom LU to 1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE. FOR . INSTALL R 0"
GENERAL NOTES INSPECTION SUBMITTED By THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) i. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL 2 UP-STREAM SANDBAG DAM. CONSTRUCTION
DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION. IF A SATISFACTORY STAND Of 1) EXISTING UTILITY LOCATIONS SHOWN ON THE P! TURF HAS NOT BEEN PRODUCED AT THE TIME OF FINAL INSPECTION, NECESSARY EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL, CSTONE, AND OST O T DEBRIS SHALL PLANS ARE APPROXIMATE. SHOULD BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL COS? TO THE OWNER. ALL ALL 3. INSTALL DOWN-STREAM SANDBAG DAM. TOWN OF CARP
ADJUSTMENTS OF PROPOSED IMPROVEMENTS BE NECESSARY TO AVOID EXISTING REPAIRS SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THIS ILL TIES, THE CONTRACTOR SHALL COORDINATE SUCH ADJUSTMENTS WITH THE SECTION. UPON COMPLETION OF THESE REPAIRS, THE SEEDED GRASS SHALL BE EXISTING O CONSTRUCTION CAUSED BY LANDSCAPING CONTRACTOR'S EXPENSE. IS SHALL A. THE PUMP MUST RUN CONTINUOUSLY WHILE `WORKING IN TH7STREAM- JER. ALL I5. STREAM BANKS MUST BE STABILIZED AT THE END OF EACH
SHALL BEMREPA RAO TO ENGINEER BEFORE PROCEEDING WITH THE WORK. REINSPECTED UPON WRITTEN NOTICE AS ABOVE. THE E SATISFACTION OF THE TOWN AT THE THE CONTRACTRACTOR'S 2) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF TABLE 1 : SHOULDERS, SIDE DITCHES, SLOPES iI UN FORMASTAND OF SPECIFIED GRASS. ASCATTERED BARESSPOTSSNON OF WHICH ABLISH A TO AIRED TO N DE
NOTES
THE TOWN OF GARY'S "STANDARD SPECIFICATIONS S AND DETAILS" " AND THE NORTH CAROLINA OF 3% OF THE SEEDED AREA FOR EACH PROPERTY. WHEN SEEDED AREAS ARE READY 1. SANDBAG DIKES SHALL BE 48LISH A SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW SHALL BE PUMPED
THE N OF GARY'S S~ UTRANORTATION'S "STANDARD NLESS OTHERWISE N STATED BY THE AN DE AILS ND THE DOCUMENTS. (FOR SLOPES BETWEEN 2:1 AND 3:1) SHALL BE LARGER THAT ONE (1) SQUARE FOOT, WILL BE ALLOWED UP TO A MAXIMUM ROADS 3) THE CONTRACTOR SHALL BE COMPLETELY AND SOLELY RESPONSIBLE FOR ANY DATE TYPE PLANTING RATE FOR INSPECTION, THE MAINTAINED TURF AREAS SHALL BE NEATLY MOWED TO THE L CH AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS.
AXIMUM 2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER APPROVED READY DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE
PRIVATE CPROPERTY. OMPLETELY ENCROACHMENT ONTO PRI , THE TOWN RE CARY SHALL NOT UNIFORM HEIGHT OF APPROXIMATELY TWO AND ONE-HALF (25) INCHES. THE LAWNS BE RESPONSIBLE FOR AGREEMENTS BETWEEN THE CONTRACTOR AND BE PRIVATE MAR 1 -JUN 1 SERICEA L ESPEDEZA (SCARIFIED) NDLGROWINGNWELL INN ADDIABONO L H MEONLY GRASS IS VIGORUS E NE ENT _A -AWNS WITHOUT CAUSING FURTHER EROSION BETWEEN THE SILT BAG AND THE STREAM BANK.
PROPERTY OWNERS. AND 50 LBS/ACRE ETINGHTHE TOHEREREQUIIREMENTS SPECIFIED ROUS
4) SHOULD THE CONTRACTOR DAMAGE ANY EXISTING TOWN OF CARY UTILITIES, Ili. AN LANDSCA OF THE COMPLETOT SEEDING SHALL BE MADE C THE CONCLUSION INCLUDING WATER, SEWER AND STORM DRAINAGE INFRASTRUCTURE, THE OF THE LANDSCAPE WORN UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION IED.
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEERING INSPECTOR AND MAR 7 -APR 15 ADD TALL FESCUE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) GAYS PRIOR TO TEMPORARY USION y~7~7q~PUMP AROUND
THE TOWN OF CARY PUBLIC WORKS DEPARTMENT, OR 120 LBS/ACRE THE THE ANTICIPATED DATE OF INSPECTION. g~7g 7g ~7 'RIOR TO AS PROVIDED B 1 1®C .H' NR - LAND QUALITY DI V 1SIO 0)
5) SHOULD CONTRACTOR DAMAGE ANY EXISTING UTILITIES OWNED BY OUTSIDE UTILITY III. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF SEEDED PROVIDERS, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE UTILITY TSI OWNERS MAR 1 - JUN 30 ADD WEEPING LOVEGRASS TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING SUCH
AND SCHEDULE REPAIRS. THE TOWN GARY SHALL NOT RESPONSIBLE FOR OR 10 LBS/ACRE INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) SEEDED
ANY UTILITY DAMAGE CAUSED BY THE CONTRACTOR. DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION. IF A SATISFACTORY STAND OF (10) - STANDARD MANHOLE
MAR 1 - JUN 30 ADD HULLED COMMON BERMUDAGRAS 25 LBS/ACRE TURF Has NOT BEEN PRODUCED AT THE TIME OF FINAL INSPECTION, NECESSARY 6 THE CONTRACTOR SHALL NOT BE ALLOWED TO BLOCK STREETS WITH REPAIRS SHALL BE UNATTENDED VEHICLES OR STOCKPILED MATERIALS. THE CONTRACTOR SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THIS AND OF RING & COVL.R
COMPLE OF TALL FESCUE AND SECTION. UPON TON THESE REPAIRS, THE SEEDED GRASS SHALL BE RESPONSIBLE FOR MOVING UNDERUTILIZED OR UNUSED EQUIPMENT AWAY FROM 120 LBS/ACRE REINSPECTED UPON N WRIT N/R177EN NOTICE AS ABOVE MIS "~-I J11=III-' - t BE / A
THE SITE. UNATTENDED VEHICALES SHALL NOT BE PARKED IN THE CONSTRUCTION ZONE OR WITHIN RESIDENTIAL STREET RIGHTS-OF-WAY. JUN 1 -SEPT 7 BROWNTOP MILLET OR 35 LBS/ACRE E~Ti~ .I Y iu_Ti ~
***SORGHUM- SUDAN HYBRIDS 30 LBS/ACRE TABLE 3 : LAWN SEEDING 7) AT ALL STREAM CROSSINGS, CONTRACTOR SHALL ADHERE TO THE FOLLOWING SEQUENCE: (COOL- AND WARM- SEASON GRASSES) _ ~=114
1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE. I ~STANDARU PRECAST MANHOLE
2. INSTALL UP-STREAM SANDBAG DAM. SERICEA LESPEDEZA TYPICAL PLANTING RATE/1,000 S0. FT. 3. INSTALL DOWN-STREAM SANDBAG DAM.
4. THE PUMP MOST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM. SEPT 1 - MAR 1 (UNHULLED/UNSCARIFIED) 70 LBS/ACRE 5. STREAM BANKS MUST BE STABILIZED AT THE END OF EACH DAY. LAWN GRASS PLANTING DATES SEEOSZ SPACE SPRIGGING I
AND TALL FESCUE 120 LBS/ACRE
SEWER CONSTRUCTION NOTES PLANTING NOV 1 -MAR 7 ADD ABRUZZI RYE 25 LBS/ACRE LING 5'-0" DIA. MIN
1) FOLLOWING CONSTRUCTION, ALL TEMPORARY STREAM CROSSING SHALL BE REMOVED MAR 1 TO OCT 15
AND THE STREAM BANKS SHALL BE STABILIZED WITH ROCK RIP RAP MEAN STONE TABLE 2 : SHOULDERS, SIDE DITCHES, SLOPES TALL FESCUE (AUG 15 TO OCT 7 6 _ CAST U DUCTILE IRON WWA TLE.
SIZE AND THE MINIMUM THICKNESS BELOW THE FINISHED GRADE FOR EACH CROSSING OPTIMUM) ARE SHOWN IN THE TABLE BELOW. ALL RIP RAP SHALL BE INSTALLED OVER THE (FOR SLOPES 3:1 AND FLATTER) WITH CUT-OUT CLASS APJWA-C110
GEOTEXIILE FILTER FABRIC, 2-0" MIN. fAPS - D.LP_ MA?N
DATE TYPE PLANTING RATE TALL FESCUE /
ANNUAL (WINTER) RYE OCT 15 TO MAR 1 7 FESCUE . TABLE 1 : STREAM CROSSING INFORMATION AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE P LAN V EW OLTS & STROUT
PIPE SIZE MEAN STONE MIN. THICKNESS NOV 1 - MAR I TALL FESCUE AND ABRUZZI RYE 300 LBS/ACP.E BURMUDAGRASS CROSSING (INCHES) # OF PIPES SIZE OF RIP RAP MAR 1 - APR 15 TALL FESCUE (SEED) APR 1 TO AUG 15 1 TO 2 3' MAX. O.C. W
(INCHES) (INCHES) 300 LBS/ACRE CTILF IRCX; PIPE 12
1-1 60" 2 12" 27" APR 15 - JUN 3 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE ASS AWWA--0151 i. 1NS(DE DROP MANPOLCS SHAL1 OrNlLY B;r _ Y Q CROIT A LOWED BWRITTEN Pe:.RM!SSION 0F '-dc T.0 C_ GNCENT''RING DEPARTM.=NT,
BURMUDAGRASS 1-2 24 T (VEGETATIVE) APR 15 TO AUG 30 - 5 ° 5
72 27 JUL 75 ALL FESCUE AND***BROWNTOP MILLET ST OR DUCTILE N 90' BEND 2. ONE INSIDE DROP ALLOW D FOR 5' MANHOLE A LARGER, MANHOLE
1A 60" -AUG 15 1 -11 27" OR***SORGHUM-SUDAN HYBRIDS 35 LBS/ACRE E-" - - - WILL BE P`OUIPED FOR MORE. ad z W0
2 60° 2 72" 27° NOTES CENTIPEDEGRASS = MARCH TO JULY LOS 54 - 0 I~ ? 3. 'I°t SIZE FOR DROP fO EOUAL NI LOW SEWER PIPE SIZE. O
3-1 36" 7 0.50 72" 27" CONSULT STORMWATER MANAGEMENT ENGINEER OR NATURAL RESOURCES CONSERVATION ZOYSIAGRASS _ ? E q._ MECHANICAL JOINT OR PUSH-ON FI I ,",NOS ALL BELL, 70 BE USED. Lu @0_ Z
SERVICE (NRCS) FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR APRIL JULY 54 5 3-2 24" 1 6" 14" VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE, WHICH DO WELL ST. AUGUSTINEGRASS APRRIL SAC , I,Cl~ ~
5. SAW-CUT OR DRILL ALL HOLES FOR PIPE AND BOLTS. 0. UJ
TO TO JULY 4 4 3C 1 g" 14" UBE BY NDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS MAY BE POSSIBLE BUT MUST - 5 - NOTES 6. DROP MANHOLE MANDATORY WHEN DIFFERENTIAL BETWFFN INVERTS
: 5 24" 1 6" 14" ***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT 1SOD CONSISTING OF COOL-SEASON GRASSES CAN BE INSTALLED ANYTIME THE ROUND IS IS GREATER THAN 20 INCHES. -
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE 2 THE 700 YEAR FLOOD MOWING TO KEEP FESCUE FROM BEING SHADED OUI NOT FROZEN. SOD CONSISTING OF WARM- SEASON GRASSES CAN BE INSTALLED AS LONG AS 1,000 SQ. SHOWN' ON E OF DETER LSE PLANS IS AATEOAIMATEDE ND Is ONS SOIL TEMPERATURE EXCEEDS 55• E (TYPICALLY APRIL 15 TD OCT. 1) ELE AND OTHER SEWER SPECIFICATIONS DETERMININ ON THE R100 I YEAR FLOOD ELEVATION PART 2 - PERMANENT LAWN SEEDING MFAS 2POUARE OF SEED PER CU N FT. a>
PROVIDED YESOLELY AR FLOOD PLAT US S 7, SIAIN- ESS STEEL. STRAPS SHALL BE USED ON ALL DROPS GREATER JG AS THAN 5 FEET AT F ,S INCH INTERVALS.
URES 35QURE YARDS TURF CUT INTO 2-INCH CENTERS TO PLANT 1,000 SQ. FR. IT IS NOR PROVIDED FOR ANY OTHER USE. 48USHELS OF SPRIGS PER 7,000 SQ. FT. (1 SQ. YD. OF TURF PULLED APART IS EQUIVALENT
A GENERAL TO 7 BUSHEL OF SPRIGS.) STANDARD INSIDE DROP MANHOLE DETAIL No. NT EFFECTIVE: 07!01104 0 700 0. v%
EROSION CONTROL NOTES 1. THE FOLLOWING INFORMATION SHALL BE APPLICABLE FOR ALL PERMANENT LAWN
SEEDING. PERMANENT LAWN SEEDING SHALL TAKE PLACE WITHIN ALL DEVELOPED 4) AT ALL STREAM CROSSINGS, CONTRACTOR SHALL ANY WORK BEGINS, GIVE NOTICE TO NCDENR -LAND QUALITY SECTION OF THE AREAS OF DISTURBANCE INCLUDING RESIDENTIAL AND COMMERCIAL AREAS AND SHAL ADHERE TO THE FOLLOWING SEQUENCE: 1) OBEFORE SA TURF TYPE TALL FESCUE BLEND SHALL BE USED PER THE CONTRACT DOCUMENTS. 2. DP-STREAM SANDBAG DAM. sHL~r of ;
PROPOSED START DATE BY PHONE NOTICE NCD NR AND IN WRITING E THE FOLLOWING BE REPLACED IN KIND OF EXISTING MATERIAL BY THE CONTRACTOR. AN APPROVED 2. INSTALL PUMP WA SUCTION AND DISCHARGE HOSE.
KENTUCKY 31 IS NOT AN ACCEPTABLE BLEND. 3. INSTALL DOWN-STREAM SANDBAG DAM. CONTIN NCDENR - LAND QUALITY SECTION 4. THE PUMP MOST RUN BE STABOUSLY WHILE WORKING IN THE STREAM.
1628 MAIL SERVICE CENTER ii. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE 5. STREAM BANKS MUST BE STABILIZED AT THE ENO OF EACH DAY,
RALEIGH, NO 27699-1628 APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE ATTN: THAD VALENTINE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL 7~ TRENCH WIDTH L
COST TO OWNER. LEGEND
2) DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHALL BE TEMPORARY SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS SHORTER. a SUBSTANTIAOCOMSHALL BE IBLE FOR PLETION. RLAWNS MUST BE AT W90%ACOVERAGEEAT SUBSTANTIAL PROVISION OF PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON EXPOSED SLOPES EXIST. WATER HYDRANT
WITHIN 21 CALENDAR DAYS, AND ON REMAINING AREAS WITHIN 15 WORKING DAYS OR COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 909> COVERAGE, SUBSTANTIAL
COMPLETION WILL BE DELAYED UNTIL THE FOLLOWING GROWING SEASON. 30 CALENDAR DAYS, WHICHEVER IS SHORTER D4 EXIST, WATER VALVE j_ TRENCH WIDTH iIl l l VIII ®taoooooa oano~®~8 I_~ ( LEI I I_-I 1 I- o~O -\N CAR, aOa
B.SITE PREPARATION: Y
3) TEMPORARY AND PERMANENT SEEDING SCHEDULE AND MULCH RATES EXIST. GAS VALVE PART 1 -TEMPORARY AND PERMANENT NON LAWN SEEDING DU L REMOVE OR KILL ANY UNDESIRABLE EXISTING TURF OR VEGETATION. HERBICIDE TRENC EPTHH ~°OFESSj~~ o4i,9 °a D
MEASURES SPRAYING OR OTHER CHEMICAL TREATMENT SHALL BE APPROVED BY THE ENGINEER PROPOSED SANITARY SEWER MANHOLE ING SEAL 7
PRIOR TO HE CONT ACTO A. C NERA : VE GETATONEIS MIXDLWITH TITHE SOILRTO BR. IF EXIST. SANITARY SEWER MANHOLE REUSED HE CONTRACTOR SHALLL USE < ` e a 632652 ° z
I- AFTER CONSTRUCTION IS COMPLETE IN ANY AREA OR PHASE OF THE PROJECT, THE BEST JUDGEMENT IN REMOVING IT OR INCORPORATING IT INTO THE SOIL DURING
EXIST. FIRE HYDRANT DISTURBED AREAS SHALL RECEIVE A PERMANENT GROUND COVER. SEEDING ANp PREPARATION. MULCHING SHALL BE PERFORMED IMMEDIATELY BEHIND CONSTRUCTION. THE P. IF TOPSOIL WAS NOT USED TO REESTABLISH THE UPPER SOIL LAYER AND THE UPPER PROPOSED FIRE HYDRANT DISTUR CONTRACTOR SHALL PRO VICE DOCUMENTS SEETHE DING 4 _1 4i < < - CLASS B CONCRETE
SHABEDADEA PERMANENT SOIL IS HEAVY WITH HIGH CLAY CONTENT, SPREAD 1.5-2 INCHES OF AGED GROUND r~ SEEDING OPERATIONS TO PROTECT AND TO ACCOMMODATE ANY TEMPORARY SEEDING PINE. BARK OR BAGGED ORGANIC HUMUS OVER THE AREA TO BE REPAIRED. EXIST, LITE POLE AND SOIL AND EROSION CONTROL MEASURES THAT MAY ALREADY BE IN PLACE DURING ANTI-SEEP COLLAR <c r < < < _ < 12 ° °OnOO°o n
THE WORK PERIOD. IG. FOR ALL GRASSES EXCEPT CENTIPFDEGRASS, APPLY PER 7,000 SQUARE FEET: 75 POUNDS OF GROUND LIMESTONE AND ONE OF THE FOLLOWING FERTILIZERS: 6., SI N TURE
40 POUNDS OF 5-10-10; 20 POUNDS OF 10-20-20; OR 20 POUNDS OF 8-8-8 IL ii.WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE d' CHECK DAM
OR 7C SOILS IN COMBINATION WITH 4 POUNDS OF 0-46-0 CE REQUIRE E THE PREFERS APPROPRIATE OR TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE ACIDIC SOILS AND LOW LOW LEVELS OF PHOSPHORUS AND MAY NOT REQUIRE THE ADDITION RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON ON AT AT NO OF LIME AND PHOSPHORUS. SILT FENCE OUTLET A REVISIONS UTILITY LINE (DIAMETER VARIES)
COST TO OWNER. ADDITIONAL F 4 <
i¢ INCORPORATE LIME AND FERTILIZER (AND PINE BARK IF ADDED) INTO THE TOP 6 EXIST ELECTRIC BOX iii. CONTRACTOR SHALL BE RESPONSIBLE FOR TURF MAINTENANCE THROUGH INCHES OF THE SOIL USING A ROTOTILLER OR BY HAND. ROTOTILL OR HAND CULTIVATE <1
SUBSTANTIAL COMPLETION. SLOPES MUST BE AT 90% COVERAGE AT SUBSTANTIAL TO WELL INCORPORATE THE AMENDMENTS AND GET A UNIFORM LOOSELY TEXTURED SOIL BORING LOCATION COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE, SUBSTANTIAL OF MINIMUM 6-INCH DEPTH.
COMPLETION WILL BE DELAYED UNTIL THE FOLLOWING GROWING SEASON. -0--0- EXIST. FENCE
B.SITE PREPARATION AND INSTALLATION: v.RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL GRADE. SOIL EXIST. FENCE
PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA GRAVEL SIZE IS EVEN I. GROUND COVER: ALL DISTURBED AREAS SHALL BE DRESSED TO A DEPTH OF FIVE (5) BETTER, HAND RAKING TO LEVEL THE SOIL AND WORK OUT HILLS AND HOLLOWS. FOR -°-0- SILT FENCE 12"~ /
AREAS LARGER THAN 100 A IN R RE RAIN OR IRRIGATE TO SETTLE SETTLE THE SOIL. IN INCHES. THE TOP TWO (2) INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM SOME SITUATIONS, THE ENGINEER MAY REQUIRE ROLLING OR TO T TO FIRM THE
CULTIPACKING SEEDBED. RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL SOIL BEFORE SEEDING. HAND RAKE AGAIN 70 BREAK UP THE CRUSTY SURFACE BEFORE ° TREE PROTECTION FENCE GRADE. SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA GRAVE! SEEDING OR PLANTING.
SIZE IS EVEN BETTER. AGRICULTURAL LIME SHALL BE APPLIED AT THE RATE OF 95 EXIST. WATER LINE PROJ.# SW-1095
CBS./1000 SO. FT. IMMEDIATELY BEFORE PLOWING GRASS SEED SHALL BE APPLIED AT C.INSTALLATION: THE RATES OUTLINED IN TABLES 1 AND 2. -s---s-, EXIST. SANITARY SEWER LINE SECTION AA DESIGN BY: JAB
i. GENERAL: i.5-10-10 FERTILIZER SHALL BE APPLIED 70 ALL DISTURBED AREAS AT A RATE OF EXIST. GAS LINE PLAN VIEVd DRAWN BY: CCC
21 LBS./1000 SQ. FT. MULCHING SHALL CONSIST OF SMALL GRAIN STRAW APPLIED °)SEED OR PLANT THE REQUIRED GRASS ACCORDING TO TABLE 3. DATE: 9 15 O8
AT A RATE OF 70 LBS./7000 S0. FT. MULCHED AREAS SHALL BE TACKED WITH ~MhM~ TREE LINE ASPHALT OR OTHER APPROVED METHOD SUFFICIENT 70 HOLD THE STRAW IN PLACE, AT b)THE CHOICE OF TURFRASS TYPE, VARIETY AND PROPAGATION FORM SHALL BE SCALE HOR: NTS
A RATE OF 150 TO 200 GALLONS PER - EXIST. STORM SEWER LINE TON OF STRAW. SPECIFIED THE CONTRACT DOCUMENTS, AS SPECIFIED IN THE ITEMIZED PROPOSAL, TOWN OF CARY MISCELLANEOUS DETAIL 432-4 SCALE VER: NTS
OR AS DESIGNATED BY THE ENGINEER. TREE PLANT ENGINEERING DEPARTMENT ANTI-SEEP COLLAR DATE REVISIONS
SHEET NO.
2-14

WETLAND APEA
MH-87, STA. 217+34.79 PROVIDE A STANDARD 6-FT. DIAMETER WETLAND AREA
X\ PRECAST CONCRETE MANHOLE WITH A v~ TYPE-3 STANDARD RING & COVER.
LLI
Aso ~j SEE DETAIL 0700001 & 0700003 LLI
C WEYLAND AREA'
FS ell I,,
s
TOB t3F NOW OR FORMERLY >m cm B C LOR GREENLEVEL BEAVER p,4M"'PLC
V ,~t n a. 1 `A 4 ' 3529 BE 27 519-9 452 GARY' NC C 0
PI 9452 12635 PC -99 v-r PINry 072PG 723 02 99-3883 m
V 3 t {
lT TI- TT, ,
cf)
jIT Fn U ~ ~ _ / x r i rn a - 'S OC
ooo: G~ < IIT E 286.0
0+9~O,P SILT FENCE TRV.NLS _ -u O W
OUTLET ' SILT FENCE LET SILT FENCE OUTLET W
N33'10'38„E 224 -1
'g 'N o 0 _ - , 223+00 O
PROPOSED 30° DIP S V
MVP ~o r z r _ Z
EXIST. SAS y Q, ' - m W
+95.00
MH-B6 'sa o 21 r o PRELIMINARY
N69. _ CHECK DAM AT 10 , /o NOT F® CEO RUCTION
STA -218+25' TOWN OF CARY
OOn
RO k P
~ CHECK DAM Nz~ PRppOSpp30 +0 ENGINEER ING DEPARTMENT 0 (D
T - _~\\AT i i PROPOSED TOC 50' UTILITY TPA PIPELINE & GREENWAY EASEMENT °
_ ~ A D/A ~ ri~DkOD 12 Q STA. 218+30 i 6 / rn r
? b \ / 's ~P7. -p D s SILT FENCE SHALL USED \1 \ i % / i , ? < q J TO CONTAIN THE SEDIMENT CONSTRUCTION
? s \ T LOSS FROM THE BORING AREA. -
p LIMITS ARE
~ Z PROPOSED TOC 40 UTILITY , - - - STA. 222+14.91 PROM, DEFINED BY PROVIDE A STANDARD 6-FT. DIAMETER (t '~TNG
q PIPELINE & GREENWAY EASEMENT ~ry( o PRECAST CONCRETE MANHOLE WITH A SURYi~EY~JTAl\I
~p 124' L.F. 42 ~Oq TYPE-2 STANDARD RING & COVER. 1
? ?~Cv STEEL ENCASEMENT SEE DETAIL 07000.01 & 07000.03. NOW OR FORMERLY
I-5 vv NO PAVEMENT CUT yy~' 1Nt 1'~1 ALLOWED !i GREENLEVEL BEAVER DAM LLC - 3529 BEAVER DAM RD.
- - CARY, NO 27519-9452 DIE 12635 PG 0066
PIN# 0723-02-99-3883 ALL PROPOSED 219+68.50 `
4 MH-68, STA. 219+68.50
r~~ " PROVIDE A STANDARD 6-F1 PRECAST CONCRETE MANHO STANDARD 6-FT. DIAMETER ELEVATIONS 70 I= )NCRETE MANHOLE WITH A
TYPE-2 STANDARD RING & \NDARD RING & COVER.
07000.01 & 07000.03. ARE BASED ON
BEGINPR ECT SW-1095 SEE DETAIL & 07 NAVD88 Z U) J
PHASE II @ TA. 215+95 a. Z 2 L6
295 Q M O - -I - - W
li MH_
[l i - 6 69, STA. 1 222+14.9 Z Q DIA. MH.
Z RIM! ELEV.=1297.39f Q' ABOVE GRADE) - w C
END BACHELOR BRANCH BEGIN BACHELOR BRANCH - _ INV ELEV. = 263.97 -D CIO 219+68.50 TA O
R- T INTERCEPTOR PROJECT - TA. 11, 5+95 6 M 6'
2ROJECT - R I I NV. RIM ELEV. BS S 284.411 1' ABOVEI GRADE) [if NJ O !1( NN. ELEV. 263.16 - - I - 290 a W Im J 44
PHASE I, STA. 215+95 PHASE E 11, - - _ i - ~ E~IST. SURFACE I ! - --L ~ W
290 T - - F
I, I I I I ~ I I
l - - - Q
_ I 1 I' I ' 1 ~ I I I
FIELD VERIFY INVERT OF II ~ ~ I 1 MH-66 PRIOR TO ANY I - 235
CONSTRUCTION ON PHASE II - -ll ------_L t 285 EXSIT. MH-66, STA. 215+95 I - A~-_I- I I I I
- I ,
CONTRACTOR SHALL PROVIDE RIM ELEV T 275.45 ; I -
AN APPROVED CONNECTION TO INV. ELEV. - 262.00 (30-)
EXISTING MANHOLE. CONNECTION INV. IN 265.18 6°, FM)_ TO EXISTING MANHOLE SHALL BE NV. OUT 261.951 36' )
CORED THROUGH BENCH WITH / 1 I I I I I : l I I I I I I
A CONCRETE CORING MACHINE z I MH-6y STA. 2 7+34 79 _ f i 6' DIA. MH _ - _ + - - - 280
r 280 - xa
- - - ~w ~i EXISTING MANHOLE COATED CHECK DAM AT 1 ABOVE GRADE) RIM E'LEV 2is.63t2' = DAM AT 19+5 I
WITH 80-MILS OF EPOXY INV. ELEV. - 262.40 STA. 219+25 o0 00 °p °
COATING. IF DAMAGE OCCURS - 100 16 LOFLOOD, Z WITHIN _ - - DURING CONSTRUCTION,
CONTRACTOR SHALL BE ~I o S..... 9 °
RESPONSIBLE FOR REPAIRS - 275 o Z o~F ~~00 g - - - - °
IT 160 CA PAS- -...-I-160-YEAR FiEODFEMArFiRMJ - ¢ SEAL s
1 - - f CHECK DAM T ifl I STA, 218+30 o z a 032652 0 0 e I oD ~Ji I I I I I ~
i f4 IT m 1 M'AP#37200' 400i 0 o
z u+i °00,000= ° o°° 0000
m-N- - - - -
270
~tw~ P OVDE 42" S~- ix CASEMENT 270 SI NATURE I I I I
11 -1 ~ PRR 6ETAL CONNECT TO REVISIONS
~I I ~ i I I I I ~ I I I j 4- - - - -
h NOTE' - _ 263-30" DIP ii 1 0.33%
I I CARRIER IT I I II I ' I I I I I
PROJECT S W__ 1095Lxisr. 6" FM PIPE A INCLUDED _ r - I'Im z N 30 ITITIE 1o w I so DIP QUANTI S - - - I~- - - {
- - II
PHASE I (EXISTING) 1 -77-1 7 246'-3 DIP 6 265 i I
------2-5 r - p ~P / 234'-30' 1 DIP ®0.I
Y,40~'p, 0321 1 ,
EXIST. 36" DIP 9 0.17% -1-
PROJ.# SW-1095 I I
- _ - - 260 DESIGN BY: JAB
T- T---.----f--------?-...--- DATUM ELEV I - I L__-I- DRAWN BY: 000
260 DATE: 9/15/08
m; m n+ of N O ~ n m, m m } cOI mI rl OI G)I N r oC d" N" 'a OJ ~ col m rnl OI OI °
N N I N NI N NCI N NI N NCI NI ~I N co ~i 0 GO SCALE HOR:1"=40' N N N N N Ni N N. SCALE VER: 1"=4'
Q 1 1 I~ ~ l
F
216+00 217+00 217+50 218+00 218+50 219+00 219+50 219+50 220+00 220+50 2211-00 221+50 222+00 222+50 223+00 223+50 224+00 PP1 T NO. - 14

_ I 36X72 HALLIDAY PRODUCTS SERIES,
COAT INTERIOR OF -MODEL FlR036072M-D
NOW OR FORMERLY- MANHOLE WITH OR EQUAL (SEE DETAIL)
MAIN L ` HIGHCROFT COMMUNITY ASSOC. INC, ~ mn \ E 133 DR. RAVEN 405 LINING
S TOP=314.60 CARYNC 2, NO 2D7513 3184 3784 D8 11158 PC 1535 INV,=JO6.44 SYSTEM RIM ELEV.=306.73' Lm Lu (80-MILS MIN. bl W_
BM 2004 PG 2191 -34 -RIS€R P1w 073405 eoea
asunc 7 FENCE CHINDO VIBURNUM (21 THICKNESS) _ w =III = ii
_ ~ I ICI SIZE = IGHT 20 6' GAL.-~ _ HE = , ! i ~ ~ ~ ! ~ '
Sll7 FENCE I
ABANDON SEWER MAIN \ NOTE: \ MULCH UNDER &
( PER SPECIFICATIONS / p~' AROUND SHRUBS. PROPOSED 10' DIA. PRECAST MANHOLE
MI NOTE
_ uH-~ a ABANDON MANHOLES E-MH-D c SLUICE GATE WITH
TO PE ABAN p; E-MH E. E MH-F r~i3' W - H G AND N ~x CAST-IN-PLACE
INV - T 11 L < vvu.,r ,T ..,,IN V. - 303.83 L 1' SPECFICAMAIN, TIONSER m THIMBLE SEE ELEVA-
t~ P o , TION DETAIL)
EXIST. 12" PVC lic 19 + GRAVITY SEWER
\ t/ MH-637, STA. 288+83.47 PROP. 16" DIP
6'V o p~P 'yr c PROVIDE AN EXTENDED BASE 4' DIA. + - GRAVITY SEWER PROP. 8" DIP
SILT FEt^11:E, ~ 6 MI1=o PRECAST CONCRETE MANHOLE WITH A GRAVITY SEWER
TYP) (TSTA 28 a sE na DONE[)) SEE DETAIL 07000-01 STANDARD RING & COVER. ~ 45 & 07000.03. S A \ EE D Now OR FORMERLY
ENZRFNCE \ ______`EXIST. 12" PVC
Ax g HOMEOWNERS ASSOC. OF RESERVE INC. qua GRAVITY SEWER
E M C P ,O, BOX 1117 7 T .n APEX. NC 27502 PROPOSED PROPOSED GATE PROPOSED DOUBLE DOOR NOTCH EXTENDED
r<2yg~,yn5 I IU '02 DS 08491 PG 0313 + `-a BM 1993 PG 1081 `E10§t]S \ Q ,`V / 2 NV.N,_] 55 12' WIDE BASE TO ALLOW ° EXIST. 4' MANHOLE
_T: MH-838 Ex1'L b NV OJT= S a0 PINJi 0734-03-34-4821 M\a \ 3,. + (2-6' SECTIONS) ` FOR SLUICE GATE STONE BASE(TO BE REMOVED) i FRAME (TYP.)
ING MH-B35, STA. 286±,58:54 FIELD VERIFY INVERT OF E:1N
PROVIDE AN EYrTTkFI`DED BASE 4' DIA. ~0~ - EX-MH'=839 PRIOR TO TIr, 'I \
CAST CONCRETE MANHOLE WITH A -0 PRE TYPE-3'STANDARD RING & COVER. P, 1 ` ` _ -m + p ~ FIELDSTONE PIMP STATION
SEEI)ETAIL 07000.01 #c 07000.0`3,, APE ~~c De os4 ~ a 34 L.. CONC } \ - DIVERSION N OLE
* PmF oz34- CROSS CONTRACTOR SHALL PROVIDE AN <`O NCA MENT Ix M 629 APPROVED CONNECTION TO EXISTING
N83' 9'54"E + ' . 16" DIP Q/ S Si 3~'rVc s . - s*e ti1C4 75 -MANHOLE. CONNECTION TO EXISTING PROP S o a0.o4 MANHOLE SHALL SECTION A A NTS
NO BE CORED THROUGH SEWER MAIN NV N,Sx=°93-94 A. ABA S aT 60p4~72 1NVOUT=293.09 BENCH WITH A CONCRETE MACHINE +
MH-B36, STA. 287+04.29 ~"~PER SP CIFICATION PROVIDE AN EXTENDED BASE 4' DIA. } AREA INSIDE OF FENCE TO BE COVERED WITH 4" c T~
PRECAST CONCRETE MANHOLE WITH A NOW OR F ERL t. p A NDON SEWER MAIN DEEP OF WASHED STONE a~ t ~g ~aae ° i•;
TYPE-3 STANDARD RING & COVER. CA YBTTO e F THE 1' CHEMICAL ° P SPECIFICATIONS i
SEE DETAIL 07000.01 & 07000.03. CARY, NC 512-8005 FEED LINE PROPOSED 23'X20' 08 06118 oleo CHAIN LINK FENCE, L
PIN# 073 -3 881 + F Vu 9 - 01 SEE DETAIL 07500-07 lop= 0-1, f . NV N(NE) 29N 23 5 -07 LANDSCAPES s3
INV N(t) ~9V 1fi ~ FENCE PLAN NTS :D
INV N(NW) 297.51 ' 1 I INVOJT 192'7
RISING STEM MH-B38
MH-B38, STA. 289+38.34 x k NOTE: FIELDSTONE PUMP STATION i PROPOSED 10' DIA. PRECAST
PROVIDE AN EXTENDED BASE 10 DIA. n~yI~ TO REMAIN IN SERVICE. HAND CRANK REINFORCED CONCRETE
A PRECAST CONCRETE MANHOLE WITH A~ DO NOT DEMOLISH. TYPE-3 STANDARD RING & COVER. 1 - FIELDSTONEI -EXIST. FENCE I E-M 289+ 3s.-14 EXTENDED BASE JUNCTION s-A. 2y, MANHOLE
SEE DETAIL 07000.01 & 07000.03. 'PUMP ST9TIbN - FLOOR STAND TOP- 302.25
NVA(E)=292.55 RIM ELEV- = 306.73 wv.our=292.x0 INV. IN = 292.55 (EXIST. 12") Z 0
` INV. ELEV. = 292.48
SEE ENLARGEMENT
t ~ ON SHEET PPIO-14 ENCLOSED \ cXST , -
BEARING PAD RRFNTO. Toc / 0. Z
~ N
~T 2ST /
o v SCALE. 1"-40' F Oc, \
NT C z 0. \ pVG , TO Z M~~~ENW P W 0
1""--EXIST.GA I STEM
GUIDE E
I THE 10NTRACTQR SHALL ~INSTAIL END BACHELOR ~ - ~ 320 / O~
1 - DETALh_ 070 004. ~TE~MAN D EDiHALL BCH , j I ._~-~I--~-- - I BE VENTED TO~ELEVATIO~ 24" ABCI,VE RCEP~'OR -16" DIP _
PROP. 96 7 W Y.i
1 1 100-YR FLOODIF IN ACME ROD I I ~ - I !(HE - i 0. ' PROPOSED 23'X20' CHAIN LINK
_.._L__...._.-.--, - LL COAT sH FENCE AND 2-6' GATES U W e MH-B37 ABANDON EXIST.
5TA.~ 289+9.73 CONTRACTOR INTERIOR OF THE MANHOLEIWITH I PROPOSED 4 DIA. PRECAST ~SEWER MAIN , -o (SEE DETAIL 07500.07)
1 RAVEN 1405 LINING SYSTEM,I I REINFORCED CONCRETE ffoO
1, I 80MIL1 MINIMUMI THICKN~S. - 315 1 - - ---J--.`"- 1 EXTENDED BASE JUNCTION M W 0 ` W
-1 1 ~I--~_-.-I-.--~-~- -I MH-838 MANHOLE
STA. 2819+38.34 1 , !MH 636 10' DIA.iMH. - EXTENDED BASE BACHELOR BRANCH TNTERCEPTOR FRAME RIM ELEV. = 300.93 ± z R ,
IST0. 28704.29 1 _ r E DED BAS _ _ IJ311d_FLE11.~-?-} . 2~9+91.75 CD ELEV ' IIV. ELEV.! NV. ELEV. = 292.01
_ I4 CIA. MIN. - EXT END T STA 01.+ - INV. IN 1 292.55 (EXIST. 12) N ETION FL CONCRETE
- 2302 908(2 A89VE GRADE) INV. ELEV = 292.48 1 1 o INTERIM COMPL ({3 E-MH-B PROPOSED 0 ENCASEMENT roP=-102.07 i 65'-2" HDPE
~'MH IS LOCATED WI<LHIN (MH IS UOCATED WITHIN SO - NVAN(NE)=292.2-1 f INV.IN(E)=292.71 , - CONDUIT / ~
1100-YR. FLOOD ZOE) 100'? jF LOOD ZONE 310 z ~I EX-MH-LB39, STAI I 289+91.75 E-NH-BJ9
-T MH-6371 4' DIA IMH. y N !NV.CU r=292.17 , STA. 289-1-91.75
RIM ELEV 3027704 p STA. 28~+83 47 1 Mk-B35 1 4' DIA. MH - EXTENDED BASE ow Tvv Z- 9"41(EXIST.) i ABANDON EXIST.--~ - roP=30z.oa INV.IN(S)=293.9
S)f_A. 286158_54 - RIM ELEV - 300.03±(2' AAOVE GRADE) (N oE INV. OUP = 293.9 + GATE EXIST. 10" DIP/ SEWER MAIN wv.ouT=293.oe p
-4 DIA. MH - EX'ILN BASE INV. ELEV = 292.09 I 1 0 o a 1 EA I w EXIST. GRINDER FORCEMAIN ,
RIM ELEV 301.75.(2' ABOV; GRADE) 1 (MH IS 110CATED WITHIN ~ - I °k+ c- I W;~ I I N~ WI~~I I V. ELEV L 290.521 YR. I FLOOD Z NE)__1 305 =5 MANHOLE NOTES: O CONTRACTOR SHALL VER u ~u
(H IS LOCATED WITHIN ----I----~ a EXIST. 12" PVC U TILITI EXIST. 8" PVC o ° o EXIST. FENCE GRAVITY SEWER ALL THE EXISTING IFYES R U2 °
I a>5 t ~ ~ ~ i, I ~ 1 ~ o Q W W I L g a I o - r" omW pO0- n o TYPICAL IN THE FIELD AND RE-LOCATE, m Q GRAVITY SEWER o ~o~FESSIp oq °o
IF NECESSARY, TO ACCOMODATE EXIST. LITE POLE SEAL THE INSTALLATION OF MH-B38. o o 032652 ° z
T" ~rnQ. - +Ja ELEVATION NTS (ro. ' oeo
1" PVC CHEMICAL ~ ? _ °
EXIST. FLOW METER FEED LINE
~I j j k I 1 7* -r-++- 300 yr vWi 3 ITT I' Y I i i ~I I 36X72 ACCESS DOOR, MANHOLE VAULT o (SCHEDULE 80 PVC)
a I I 1 r I ~1 hn hi m l 1 DOOR, PROPOSED GATE DOUBLE- DOOR IUCTS 12' WIDE(2-6 FOOT SECTIONS) SI NATURE
t HALLIDAY PRODUCTS I ~ L l u r 1 1 ry +I I 6 °v f+ 1 II~ ° i i SERIES
MODEL F1R038072M-D 77,7 )72M-D i EXIST. CHEMICAL FEED NOTE: REVISIONS
OR EQUAL m~ N °I 19 ( ml I EXIST, e• PVC PUMP BUILDING CONTRACTOR SHALL TIE INTO EXISTING
PROPOSED S EXIST. CHEMICAL 1" SCHEDULE 80 PVC CHEMICAL FEED
m cu tls Ni~ P 295 MH-B3$ STORAGE BUILDING LINE> INSTALL WYE FITTING, INSTALL 2 EXIST. YARD (FERROUS SULFATE) BALL VALVES (ONE ON EACH BRANCH).
I Q -'~----%iSf, 12° PI~O + i T L k - - c 11 EXIST- m 'T
00 -.+---I r jV x) 05, E-MH-A RP. . ~ I \ O EXIST. WATER LINE TIE ONE BRANCH TO EXISTING LINE AND AH-A HYDRANT W o o ° ° K BACK-UP EXTEND SECOND BRANCH TO MANHOLE
5_15" DIP~VT I d 16aDIP EXIST. VALVE EXIST.
PIPE f ' GENERATOR MH-B38, AS SHOWN ON PLANS AND VAULT a a ' ° _ DESCRIBED IN CONTRACT DOCUMENTS.
N 16° DIP 0.X0% 54- ~I 2xU EXIST. EXIST. CONTROL BUILDING
~I ~01.297e~ ~a F EXIST. T T, 46(_16" DIP I) 180 - 12" PVC 290 ~g 1' PIPE 12" PVC PIPE EXIST. WET FIELDSTONE PR 01.# SW-1095
741 16° DIP Q 0 709 'N ©D 70% 1 _ 070 - ].---1--- A T CONTRACTOR SHALL PROVIDE A 34 LF' LENGTH ;
I I I !OF CONCRETE ENCASEMENT FOR STREA CROSSIG. i WELL FU" STATION DESIGN BY:JAB
1 ((SEE STANDARD D&AIL 0700N.14) SLUICE . T o I 0 DRAWN BY:000
\~--~"-I\-I GATE 41 PROP. PROPOSED CONSTRUCTION DATE: 8 28 08 ALL
jCONTRACTOR SHALL FIELD VAndFY INVERT OF to _ 1 - \ ~ 1 EXISTING EX-MH-B`59 PRIOR ITO INSTALLATION OR 1 EXIST- , 2 1 'DIP APlE SCALE R: NTS
1, SEWER MIN BETWEEN MH-B~8 AN EX MH-839 1 1 12" PVC PIPE ELEVATIONS LIMITS f SCALE VER: NTS
'EXIST. TRANSFORMER, :E ARE BASED ON DEFINED BY
I I f --I--~'--~ -1-------A---~~ 285 PIPE 1 I I 0 N i ml D7 I N N I I O NI
o FIELDSTONE PUMP STATIONM IFICATIONS NAVD88 SURVEYSTASING SHEET NO. PP10- 14
T--"m---- I- NI m O N N N OO m
' N N N NI N ~ ~ ~ I PROP. MH-E38 DETAIL NTS NTS AND -B38 rt~;Y1SIONP[.~Y NTS o
290+DO SC
+50 287+00 287+50 288+00 288+50 289+00 289+50 t~LEa 11=4~~ 286+00 286 1

Z LLI
. h ..F ..ICs>v< I(,_,.u L. r
WETLAND AREA ~y ~A~~ TOB OF
% i BACHELOR BRANCH / LLI
TOB OF
BACHELOR BRANCH >m ce
/ \qF~
%
- - NOW U? IRME6 Y k, ( hFA iY I M cG PART'1 QRS111P
1AP C N l' 'FRY 17ot9 8.23 / LLI
.,J 'i'66 bb G 96 ! _ I1Yp 04-91-K56 LLI
SILT FENCE CONTRACTOR SHALL PROVIDE A L TEMPORARY STREAM CROSSING SE
SILT FENCE DETAIL 04000.11 SHEET 1 OF 2 ' ` - .SILT FENCE SHALL BE USED TO CONTAIN THE SEDIMENT u >m
_ (TYP) THE TEMPORARY STREAM CROSSI t 0 SHALL UTILIZE ONE PIPE CULVERT AT LOSS FROM THE BORING AREA.
IWETLAND AREA LEAST 30 INCHES IN DIAMETER 102 LE 30R /
1 JACK
rp 228+00 / _ _
r / 229+00 N41 59'36"E _ a r / - PROPOSED 230+00 Y `
30° DIP , 441'593`6 E ,K'~ PROPOSED 40' TOO UTILITY PIPELINE - (n
? 1+00 j ° - - & GREENWAY EASEMENT - 71
U 1 / - e R9P '3 D /tY k
Rl r 232+00 U- - cr) 3 ~ N41'59"36"E I
cf) ` ? PROPOSED 233+00 m 7-1 Lu
` T = = - 30" DIP -
m SNOB OR FORMERLY / +a - - - - - - - 234+00 235+00
i GREENLE L BEAVER DAM yc CROSSING 4#4 3529 BEAVER DAM RD CROSSING #5 i w; 0 -0
GARY NO 2259-.9452 / /0 -0 / "1] DB 12035 PG 0068 p' -
pIN# 0723-02-99-3083
MH-811, STA. 227+65.50 r PROVIDE A STANDARD 5-FT- DIAMETER m
D PRECAST CONCRETE MANHOLE WITH A MH-612, STA. 230+10.31 L s}7
TYPE-3 STANDARD RING & COVER. of„" - - - - - n
n r /J PROVIDE A STANDARD 5-FT. DIAMETER SEE DETAIL 07000.01 & 07000.03. PRECAST CONCRETE MANHOLE WITH A FFy PROPOSED TOC 40' UTILITY
PIPELINE & GREENWAY EASEMENT TYPE-3 STANDARD RING & COVER. c}dv`y ; ` gx SEE DETAIL 07000.01 & 07000.03. z m
Z ry'b a r Now OR FORMERLY
f17 OD 1. GREENLEVEL BEAVER DAM LLC L, i A f CONTRACTOR SHALL PROVIDE A 3529 CARY, NO BEAVER 27519- DAM RD. 9452 MH-613, S7 PRELIMINARY MH-813, STA. 231+39.92 - - N NOW OR FORMER.Y ~
cr) TEMPORARY STREAM CROSSING, SEE DB 12635 PC 0068 PROVIDE A -I / PROVIDE A STANDARD 6-FT. DIAMETER LONG, MARY LOuISE BB@ NOT FOR - + CONSTRUCTION +
PRECAST Ct D a DETAIL 04000.11 SHEET 1 OF 2. PIN# 0723-02-99-3883 o - o - THE TEMPORARY STREAM CROSSING } TYPE-2 ST! PRECAST CONCRETE MANHOLE WITH A 800 VESTAVIA WOODS DR. MH-814, STA. 234+39.92 (ji TYPE-2 STANDARD RING & COVER. RALEIGH. NO 25-4605 ivi De osz7s Pc 07 1is PROVIDE A STANDARD 6-FT. DIAMETER TOWN OF CARY p
~ ~ SEE DETAIL 07000.01 & 07000.03. PIN; 0734-03-10-0705 PRECAST CONCRETE MANHOLE WITH A ENGINEERING
N 'SHALL UTILIZE ONE PIPE CULVERT AT SEE DETAIL N - LEAST 24 INCHES IN DIAMETER. TYPE-2 STANDARD RING & COVER. SEE DETAIL 07000.01 & 07000.03.
O Z
O MH-610, STA. 224+78.07 1y - / ALL PROPOSED CONSTRUCTION = H
PROVIDE A STANDARD 6-PT. DIAMETER OPEM WETLAXUAREA PRECAST CONCRETE MANHOLE WITH A QV' ,
TYPE-2 STANDARD RING & COVER. s s } ELEVATIONS LIMITS ARE
SEE DETAIL 07000.01 & 07000.03.
J } k 54 £ ARE BASED ON DEFINED BY
NAVD88 SURVEYSTAKING Z U) Lu
k t } } O• Z
t<3 4.F, 300 LL1 ® L6
300 I I ii I I II I li ~ i I,
I MH'-B14, STA. 234+39.'92 z
6' DIA. MH. : U Z
RIM ELEV. = 289.15 t 7' ABOVE 'GRADE) W I' ( bi O ~y INVII ELEV. = 1267.98 O ii
I 295 1 II I I I ~ d W
- r 295 W Q
I I I ~ I I I l l l 6' DIA13MHTAI 231+39.92 - - W 0.
RIMiI ELEV. = 286.81 ± (1' ABOVE DE)
INV., ELEV. =!267.00 ~y
I I I I I I I
290 W
290 - MH B10l STA. 22+78.07 ....I 6' DIA. MH.
RIM ELEV. = 284.~t(1' ABOVE GRADE)
3 MH-~12, STA. 2.30+10.31,
I INV ELEV. = 264.1 MH-811 STA 227+6550 - 5' DIA MH
5' DIA. H. NV. ELEV. ELEV. - . 2650 ~t (2 ABOVE' GRADE) _ - _ J ( --BADE) ~ ABOVE GRADE)
INV. ELEV - 26657 285
285 - - - n U
( -RIM ELEV - 281.731 1' ABOVE G EXIST. SURFACE IS LOCATED WITHIN ~ ~ 1R. FLOOD ZONE) 1
I
CHECK DAM AT A - ST STA. 226+ 6+8D
224+65 CHECK DAM AT 1 1- -
a - II I ~ 280 ESSIO ~29 0
- - - - - - 280 °
_ ~ I I f 1 SEAL o sze ° 032652
611 ~ o 0
CROSSING /(4 100-YEAR BASE _ STA.1230+80
000 ELEVATION ON SEE DETAIL 0400.11 SHEET 1 )000.11 SOH ET 1 OF ° °
EQUIRED IRE EM IPM ONE '0 PIPE __o72 275 °0p0° u° pOO L I SI NATURE
275 - - { - Y-0A'0 7340DJ_ l~ l - PROVIDE - CROSSING a STEEL
_ STA 225+20 ENCASEMENT PIP E I ° I
SEE DETAIL 04000.11 SHEET 1 OF 2 PER DETAIL 0 a ~ 0 REVISIONS 102 7
24° RED ~ ONE REQUIRED - - - R~PIPE NOT r I INCLI
cli NOTE- DIP QUANTITIES. NO~I INCLUDED PIPE N j
a IN 30 D lip QUANTI _ TIES. _ ¢ 270 p W'
_ - - - -
270 U) j 1 a 360'-30" DIP @ 0.33
- 1 ~0 253'-30~ DIP 0.33%
287-30' D O 0.33% _ zss PROJ.# SW-1095
33% DIP @~l0 263'-
- L___ - 265...- - - 1, T DESIGN BY:JAB
DRAWN BY: 000
O ' DATE: 9/15/08 N' ~ ~ c of 0~ 06
N / p N' IA mi Oi h N. O 0 N O O~ N mi O N' D7 a O' N rl m, OI 0' 0 m m f~ N r'J O O O NIA ,.ji r7 O, 611 m rl r r m m r m m m co 0 SCALE HOR:1"=40' ~I N N N N NI. N. N N N N N N N N N N N N N
m ,j wl 001 m: N-" N N, N N N N N N N N N N N N N N N ' I StLEEET VR: 1"=4
- - 231+00 231+50 232+00 232+50 233+00 233+50 234+00 234+50 235+00 235 5O NO.
22 00 224+50 225+00 225+50 226+00 226+50 227+00 227+50 228+00 228+50 229+00 229+50 230+00 230+50 231+00 4 2-14

T+POF&ANKOE
WETLAND AREA FROM DETERMINATION -
ROBERT GOLDSTELN, INC / ESP
at "L, 'gF t. yr .
>m lu
F
13 _ - - DVS YEETL9ND NOW OR FORMERLY - ~O WETLAND ARE 4 s'~ p 1
Q~. - - YOW, JOHN R & ALICE ° Fn
3324 GREEN LEVEL RD WEST 13 CARYNO 27519-8295 CIS 08544 0 1381
Z PI w ~ PINp 073734-03-10-4973
SILT FENCE
- OUTLET Lr)
rTl w I SILT FENCE
(TYP) 1 _ SILT FENCE _ - - - - - - , ;
fTl OUTLET - - o ? o - - F~
.239+00 240100 IR a - _ o
238+00 241+00 N38'21 36"E -0 - - .o
-37'40"E 242+00 N 7T 243+00
- - PROPOSED 30' DIP N30-37'40°E 236+00 ~9a PROPOSED 30" DIP

> PROPOSED 30' DIP - _ - - - ` -
- - - 2 _ / 44+0p `o_ _ o y
NOW OR FORMERLY ! B LONG, OO MARY LOUISE 4 E `o _ 9'3
r BOO = - aE5TAVIA WOODS 0 RALEIGH, NO 27615-5605 PR < op 11 D DIP +00 30 DIP
D8 06275 PG 0715 m PIN#' 0734 03-10-0705 NOW Oft FORMERLY
22461.00
_ „ o/ X
W vow JOHN R & ALICE P PROPOSED 40' TOO \ - / 0O
(YI 3324 GREEN LEVEL RD WEST UTILITY PIPELINE CARY, NO 27519-8295
MH-816, STA. 239+45.58 OR 08544 PC 1381 & GREENWAY EASEMENT CHECK DAM AT
PROVIDE A STANDARD 5-FT. DIAMETER PINN 0734-03-10-4973 0 / PRECAST CONCRETE MANHOLE WITH A ATA. 243+12 OPT
TYPE-2 STANDARD RING & COVER. GN6 0" X
MH-615, STA. 236j SEE DETAIL 07000.01 & 07000.03.
PROVIDE A STANDAPRECAST CONCRETE MANHOLE WITH A MH-617, STA. 242+97.00-
TYPE-2 STANDARD RING & COVER. / q PROVIDE A STANDARD 6-FT. DIAMETER - , , -p PRECAST CONCRETE MANHOLE WITH A Now OR FORMERLY
SEE DETAIL 07000.01 & 07000.03. F P. O. SOX 8005
\A TYPE-2 STANDARD RING & COVER. TORN of CARY ' pT~ SEE DETAIL 07000.01 & 07000.03. CARY, NO 27512-8005 D8 09900 PG 1846
JAN, PIN# 0734-03-12-9645 -
O F
ALL PROPOSED CONSTRUCTION
MH-818, STA. 246+17.69
ELEVATIONS LIMITS ARE \ PROVIDE A STANDARD 5-FT. DIAMETER CONTRACTOR SHALL PROVIDE A i_ PRECAST CONCRETE MANHOLE WITH A TEMPORARY STREAM CROSSING, SEE Q
ARE BASED ON DEFINED BY TYPE-3 STANDARD RING & COVER. DETAIL 04000.11 SHEET 1 OF 2. V
SEE DETAIL 07000.01 & 07000.03. THE TEMPORARY STREAM CROSSING
NAVD88 SURVEYSTAKING SHALL UTILIZE ONE PIPE CULVERT AT
LEAST 24 INCHES IN DIAMETER. r/
Lv ® r6
I i 1 Q ~ Q ~I........ ~ it
I
I j
300 SHDB Z 18, STA. 246+17.63 300 CIS
. MH r-- 0 w/ C 0
~ I RIM ELEV. = 2$6.791(1'IABOVE GRADE) 0 G
i I i i I I i I i I _ ELEV. = 1.84 W J z H-617 STA. 242+97.00 I INV. - - - O
- ---._L- --I j - - - - - - - - - DIA MH. W ~I
MH ,b15, STA. ~i 236+92.75 IM ELEV 29229 1 ABO GRADE
5 DIA. MH. RIM ELEV. = 287t~1 AQO VERADE) - = 270.79 - INV ELEV I - - - - ~ - ' - L-
295 - - INV.I ELEV. = 268.81 - 295 I i ~ I QW
I
i ; r m
H-616 SfA 239+45.58 T_ ~J CHECK 2 - - - - - - ---I Z DAM AT I ~
DIA. MW r STA. 243+1 l
IM ELEV.`- 285.27(1' ABODE GRADE); I V. ELEV. 269.641 I
290
w
EST. SURFACE -
- CHECK DM AT
STA. 246+33
285 - 1 ~ ~ r 'f~ ,,-i- - ~
- - - - as oLI ' 06.z DO
- C q Q~ pop 2
1 ~ I \ ° ~FESSIQ'
- - - oQ~ 9~ 00 ° o SEAL o v B
LOODEELE•,VA.SRN 03 652 0
a 0 o ~
260 = ~ - - - to Pn3720073400., ! o ~ o I ~ 280 oop
j i I ! ppppp p ° pp0o
SIGNATURE
REVISIONS
I I ~ 275
1 - - i ~ - _j ~ - 275
i
I I i
- - - - - - ° -J--- _.._174 30° DIP 0.33% 321'-30° DIP 0.33%
351' 0" DIP 0.33%
0' ONP a 0.339 I
- - - - 25S-3 270 - 30--DIP-A-0.33 - - - - - 1 I I
rse PROJ.# SW-1095
DESIGN BY:JAB
DRAWN BY:OOO
DATE: 9/15/08
rj (0N M i 0f O O 3 Ui O71 O h N y' O d' 101 (O N t0: y Ni M N N t N 1J O) N N O t0 t0 N U1 d'i N d- 4 d- a1 i? n Ni r co obi 0] ~I O N''. r) (V of N o SCALE HOR:1"=40'
N 00 CO OJ DJ Ni. OJ N N o] COI W co N W 071 07 N N! 00 GO DJ' 0] N 0~ 0~ ml m 0~ N N N N N Ni N N, N N N! N N N N M N N N N N' N N N! N N N',, N N m~ Om ml Co 00 ~i ro
N N N N~ N N N N N N{ N N NI N N Ni N N SCALE • ER. 1 4
I SHEET NO.
235 50 236+00 236+50 237+00 237+50 238+00 238+50 239+DO 239+50 240+00 240+50 241+00 241+50 242+00 242+50 22 50 243+00 243+50 244+00 244+50 245+00 245+50 246+00 246+50 247100 P3 - 14
-

7 - - - EP'L 1_ _4PRL4fBED -
Y u ~ qtr ME— - PROPERTY LINE -
v
A O
WETLAND AREA NOW OR FORVIER'Y n n TOWN OF CARY AR
c P. 0. BOX SOCS O -iZO CARY, NO 27512-8005
V D6 09900 PC 1846 OG Ui
SILT FENCE C)' P!NX 0734-03-12-9695 (n 12 DO DZ-<
NOW OR FORMERLY OUTLET TOWN 0- CARY 0 - - _ I Z ~I O DNO~ o i v-1
P. 0. BOX 8005 CAR', NO 2751z-eons - 251+00 IT SILT FENCE
OR 09900 PC 1846 PIN107j4-03-12-9645 252+00 ? (TYP.) ~:.o aij Lu )ME
N0424'24"E ° -
CONTRACTOR SHALL PROVIDE A 253+00 ° O
TEMPORARY STREAM CROSSING, SEE A. PROPOSED 30" DIP 254+00 DETAIL 04000.11 SHEET 1 OF 2.
THE TEMPORARY STREAM CROSSING mallimmmIllml - - 9B 255+00 N0424' 0) 24"E Bo
SHALL UTILIZE ONE PIPE CULVERT AT LEAST 24 INCHES IN DIAMETER PROPOSED 30 256+00 N ° DIP r_
- - - - - - 257+00 °-5-- rg
r,< <r. .T. - /C 0p. Q / - - PROPOSED 30" DIP 258+00 ° W
I= LLI
_ 25 _-Z
~p /0 12 - - U
MH-B20, STA. 250+95.56
U) PROVIDE A STANDARD 5-FT. DIAMETER PROVIDE,STA. 253RDD 53
PROVID A STANDARD 5-FT. DIAMETER PRECAST CONCRETE MANHOLE WITH A TYPE-3 STANDARD RING & COVER, PRECAST CONCRETE MANHOLE WITH A =T. DIAMETER '.OLE WITH A - Lo
c() /o x00 SEE DETAIL 07000.01 & 07000.03. SEEEDETAIL A07D000.01 & 0700003. a k COVER. _ a.
m / NOW OR FORMERLY 7000.03. MH-B22, STA. 255+69.86 - - PROVIDE A STANDARD 5-FT. DIAMETER
m TOWN OF CARY -I P. 0. BOX 8005 PRECAST CONCRETE MANHOLE WITH A W
CARY, NO 27512-8005 TYPE-3 STANDARD RING & COVER. NOW OR FORMERLY LI SEE DETAIL 07000.01 & 07000.03. TOWN of CARY z
/ 08 09900 PC 1846 PIN# 0734-03-12-9645 P. 0. BOX 8005 CARY, NO 27512-8005
OB 09900 PG 1846 LLJ n PIN# 0734-03-12-9645 LIJ OD
'S CROSSING D
0- 1 Yr,
Fi
- n> ; zG~i _ o ice, D, Z / x. i y
7 - it a . a. a
D - - dwx Y - J MH-819, STA. 247+91.35 PROVIDE A STANDARD 5-FT. DIAMETER
N PRECAST CONCRETE MANHOLE NTH A
- TYPE-3 STANDARD RING & COVER. 41 41 SEE DETAIL 07000.01 & 07000.03.
ALL PROPOSE C NSTW U TI N
O
O 1CROSSING CONTRACTOR SHALL PROVIDE A #3-2 TEMPORARY STREAM CROSSING, SEE ELEVATIONS LIMITS
BASE N DEFINE BY
DETAIL 04000.11 SHEET 1 OF 2. THE TEMPORARY STREAM CROSSING
_ j SHALL UTILIZE ONE PIPE CULVERT AT 8 UVYSA N Z
LEAST 36 INCHES IN DIAMETER.
IL Z
L p W6
305 - 305 Q w w/ _ - F z
I I
i
W
I I I II ~ I I I
I I I W 0 J Q ! ! ! I- - - 300 :c j
300 - -L - i- - - I ~ W !
i Ili f i ! I
I I ~
- - --I ~ ~ I- I; ~Y- III jl i I --~-~I-
I I mW
I~ f ~ i I H-822. STA. 255+ 9.86
_I j I ! 1 295 i" ~1H-827, STA. 253+71.53 253+71.53 51--DIA.._.M~,, 295
MH~~B19, ST~ 247+91;35 ! DIA. MH. R~M ELEV 286.3D4' (1' ABOVE GRADE) i I
5' ID IA. MH l I, l fiIM ELEV. 285.57 (1' ABO' 85.57(1' ABOVE GRADE) V. ELEV. 273.57
RIM ELEV ~285.D0+1' ABOVE~GRADE) MH B20, STA. 250+9556 INV. ELEV 1= 273.2T , 73_27__`_ -YR--F N
5 IA. MH IS LOCATED WITHIN RI ELEV - 283.00± 1' ABOVE GRADE THE CONTRALTO SHALL INSTALL A (M (M LOOD DNEI D WITHIN - !
DETAIL1 H IS LO~ATED WITHIN ] 00-YR. F OOD ZONE ) VENT dBSEMBLY AS SHOWN, IN STD.I 4 } 100-YR FLOOD ZONE)f I IN ELEV. 272.86 7 07000.04 THE MANHOLE SMALL ZONE) i
(M IS LOCATED WITHIN 290 70 -YR. FLO~ ZONE BE VENTED TO ELEVATION 24" ABOVL
i 100-YN FLOOD LAIN r 290
100 YEAR BASE I
- FLOOD ELEVATIPN +
- - I MAP,37200734DOJ; 1 - - - - o~~ A
o~ o 00
SSU
285 ---,I - - - - oQ~ 9~0 SEAL
EXIST SURFACE - I 2 5 o 1
o D 032652 0 'o o N~ ~
( - " 77 -r- - - - - - O' 1 ;I `D CROSSING #3-1
l u 74 a STA ~47+60 I I o0
i--2-' SEE ETIC 04800.11 SHEET 1 OF
ONE6" PIPE REQUIRED 1 ? ¢ 280 - - - - I - - = - - 280 SIGNATURE
8" DIP bSBY OTHRS REVISIONS INV. IN-27- r
:5- ` 3 - F-CROSSING 247+05 - __I ___(PROJECT O58N009 HA I
SEE DETAIL 04 00.11 SHEET 1 OF s T r
ONE 4" PIPE EQUIRED }5, l I ~ II i,
4 i z; I I ~ I 1; I
i 275 - - - - 4 tai s t` ~ I 15% 436'-30" DIP @ 0.327- 2 7 98'-30" DIP @ 0.15% ' 5 Ti7
275 0" DIP D. 44, - 174'-30" DIP; @ 0.33% E= 304'-30° DIP D.',5% ` ~ ~ I I I ~ I f I
PROJ.# SW-1095
I 1 7 I ~ ! 1 I I I DESIGN BY: JAB
i 7 I 270 270 DRAWN BY: CCC
DATE: 8 28 08
CD m ~ o o o m r7 0l o N m o o. o N) m ml ~ N n` 0 0 0 O O o rn C) N n a co m O M ~j N o n n SCALE HOR:1"=40'
d N] N1 4 M K] d 16 C' N N Nmj N N N M rC` tt1 '6m1 16 n 4 3 d 111 N m co mi 03 m m. m mi m 00 00 m m m m m CO 00 m~ m co col m co m m m co 16 L6 cI m cc 00 m 00 DO 00 00 G co; co SCALE VER: 1"=4' N
I SHEET NO.
247 OO 247+50 248+00 248+50 249+00 249+50 2501+00 250+50 251+00 251+50 252+00 252+50 253+00 253+50 254+00 254 254+50 255+00 255+50 256+00 256+50 257+00 257+50 258+00 258+50 259 00 PP4. 1 4

,I1
I
s
NOW OR FORMERLY / NOW OR FORMLR' TOWN OF CARY ` TOWN OF CARY
P. 0. BOx 8005 Q. BOX 8005 i
CARP, 27512-8005 GARY, PG 1848005 DB 09900 00 P 1846 09900 00 PO 1846 V PINY, D774-03-12-9645 ' C 45
PINY 0994-O 03-i2-9645 PI
CROSSING #2 3
i 46 L.F. CONC. o I ~4, , l o
ENCASEMENT / 9k
pro p/ 1 r i
SILT FENCE
(TYP.) , 6p g0~~t~ S V
26 k SP& P ~
e r~ ~f
Z uJ Z
266+00 7 267+00 1 MIN 1= W c~
1,131 265+00 N31'08'07E i TRV
64+00 PROPOSED830° / PROPOSED 30° DIP o
c3` 0
- EXISTING LLI
~ ~ --//0 263'1 //~i•~? MAINTENANCE UN-PAYED ROAD
1
/ Ar r ~
m
CONTRACTOR SHALL PROVIDE A
MH-B25, STA. 267+47.32 1 TEMPORARY STREAM CROSSING, SEE
Q / ° DD PROVIDE A STANDARD 5-FT. DIAMETER DETAIL 04000.11 SHEET 1 OF 2. ` PRECAST CONCRETE MANHOLE WITH A THE TEMPORARY STREAM CROSSING
/ / 261k 01p / / TYPE-3 STANDARD RING & COVER. SHALL UTILIZE TWO PIPE CULVERTS,
SEE DETAIL 07000.01 & 07000.01 EACH AT LEAST 60 INCHES IN DIAMETER.
MH-B24, STA. 263+90.30 PROVIDE A STANDARD 5-FT. DIAMETER
PRECAST CONCRETE MANHOLE NTH A
TYPE-3 STANDARD RING & COVER.
SEE DETAIL 07000.01 & 07000.03. NOW OR FORMERLY
TOM 0. OF CARP P O P. . BOX 8005
P~ f/ORo CARP, 8005 D8 09900 PG PG 184 1846
s ALL I'1 L PROPOSE CONSTRUCTION PIN# 0754-03-12-9605 'l
ELEVA ~0 MH-823, STA. 260+05.70 ELEVATIONS LIMITSARE
/ PROVIDE A STANDARD 5-FT. DIAMETER i' ANi B2 ARE BASE N DEFINED
. ~ ~ ~ PRECAST CONCRETE MANHOLE WITH A I TYPE-3 STANDARD RING & COVER. ~TA
SEE DETAIL 07000.01 & 07000.03. Z N NA 88 SURVEYSTAKFNG 'u
dZ
305 Q
305
1 z II
_ W
~ 1 I
I °
I
-300 I-- ~ -I ~ ~ 'i~.. - - I I I 300 - - r - W O a +1H B25 STA. 267+47.32 r
S MHLB24 STA. 263+9030 . 5 DIA MI-G_ i L w~
5' IA MH. NIM EELEV LEV.= 27734+(1' ABOVE GRADE W y~ I- _ v (M H MH LOCATED WITHIN
MH-623, STA. 2 0+05.70 RIM ELEV - ;289.66±_ 1_'_ABOVE ~GRADE)J ~-I--
5r DIAIMH. !~-~-INV! ELEV =1276.21 j HI I( 1100 I OOD ZO<UE)
NV. ELEV 278 95 BOVE GRADE) (MH IS LOCAfEO WIT RIM i i 100 THE VENT ASy`EMBL AS SHOW II~J STD. -YR. FLOOD ZONE) I m W
(MH IS LOCATED ;WITHIN i - --1-"----- 295 •
296 j 700 Y .FLOODON~--- 1 ;BE VENT D TO ELEVATION 24~ A BOVE . E
1100-YR LOOD PLAIN
100-YEAR BASE I-EVATIQiN
1 ( F MA-FIRM EXIST.FSURFACE " _ _ - T. SURFACE
P - -
I I I ~ I ~ ~MAP$370 - I
290 , - - of 290 ,
;
, ~ CROSSING ~ ~ it ~
i
# 1 ii oo°~°(0002 CAR& STA. 269+20
F SEE DETAIL 04000-11 :SHEET 1 OF 2 o~~F o
T , O 60" PI J I if~ ES REQUIRED 285 '9 = - SEAL
1 ~ - j i - 285-- i o z
1 ~A I ~ ~ I I I I 4~ ~ ~ x I z = = 032652 o ~ 0 pee
I i ~ I 1 5i -'--n - aFoyGYNE
- --L I------~ I r Sri I, L-~.
oo OOOOQOOO O 6p0 i 9
i 280
: 280 - ' - - T ~ SIGNATURE
a
k i I 0 35T ~30' DIP ( 032`0 380'-30~ DIP O ~.32% REVISIONS
L-- 1 R SHALL' PROVIDE A 46 L.F. LENGTH
38-30" DIPI ®0.329= j ~I I I CROSSING ENCASEMENT FOR STREAM F CONCRETE
j 436'-30"' DIP @ 0. 2% ~ I I I 14) SEE STANDARD ~ DETAIL 0700~i
! I V 275 h I ; I S 275
I
i I - _
PROJ.# SW-1095
I I l i~ i I ~ I DESIGN BY: JAB 270
270 DRAWN BY: CCC
N DATE: 8/28/08 - N o rn o; o of m ~j m o o. m o
oo m m m m r ml o o. o m N m d O m O N a N N m a o o ~I SCALE HOR:1"=40'
m m 00 n! m i 00 n 0f m m m 00 ai m m m m m m m 00 00 m m co m m m m m m m ml m co m m m m m m co CN mi m m m m m m m ' N N N N N N M N N N N N N NIA N N N N N! N N N N N N N I N N W N N~ N N N NI N NI N N N N N N N SCALE VER: 1»=4'
I
I I ! ~ 265+50 266+00 266+50 267+00 267+50 268+00 268+50 269+00 269+50 ®PSHECCET NO.
25914-00 259+50 260+00 260+50 261+00 261+50 262+00 262+50 263+00 263+50 264+00 264+50 265+00 265+50 - 14 rJ

P? 9- -
LLI
R~Qs P~XP
01Y NOW OR FORMERLY TOWN OF CARY
0. BOx 8005 L W PR INARY~'
THE CONTRACTOR SHALL CONNECT e,
THE EXISTING 4" DIP FORCE MAIN INTO MH-840 AS PART OF THE
INTERIM COMPLETION OF PHASE If
MH-840, STA. 500+20.85 MH-B27, STA. 271+62.12 MH-B28, STA. 274+75.03 N >m 14 MH-B29, STA. 276+97.99 MH-B30, STA. 278+54.59 i~
PROVIDE A STANDARD 4-FT..-DIAMETER PROVIDE A STANDARD 5-FT. DIAMETER PROVIDE A STANDARD 5-FT. DIAMETER P PROVIDE A STANDARD 5-FT. DIAMETER PROVIDE A STANDARD 5-FT. DIAMETER C)
PRECAST CONCRETE MANHOLE WITH A PRECAST CONCRETE MANHOLE WITH A PRECAST CONCRETE MANHOLE WITH A P PRECAST CONCRETE MANHOLE WITH A PRECAST CONCRETE MANHOLE WITH A 0 m TYPE-3 STANDARD RING & COVER. TYPE-3 STANDARD RING & COVER. 'A
TYPE-3 STANDARD RING & COVER. TYPE-3 STANDARD RING & COVER. TYPE-3 STANDARD RING & COVER. T SEE DETAIL:--67000.01 & 07000.03. SEE DETAIL 07000.01 & 07000.03. SEE DETAIL 07000.01 & 07000.03. S SEE DETAIL 07000.01 & 07000.03. SEE DETAIL 07000.01 & 07000.03.
Im' 1-540 MGHT-OF WAY
WITHIN HATCH AREA
REMOVE & DISPOSE OF EXISTING
FORCEMAIN WHEN ENCOUNTERED. WHEN FORCEMAIN DIVERGES FROM NOW OR FORMERLY TOWN OF CARY
INTERCEPTOR ALIGNMENT, PLUG P. 0 BOX 8005 CARY, NO ,27512-8005
co ' AND ABANDON. 10' TEMPORARY EXIST. 20' S SILT FENCE DB 06812 PG 0618 I= Lu ca
QQ - _ - - CONSTRUCTION EASEMENT EAUTILITY SEMENT (TYP.) EXISTING PIN# 0734-03-04 9820. - MAINTENANCE - m
DIRT ROAD TEMPORA m STEEL CASING
CV ~ ? ? dd CQNSTRUC ION (Tl a - o - - o EASEMENT (VARIED)
- - - - - - ~Z T1fASE V ~TRV 272+00 273+00 - S8937'02' E - - - - - - - - - - - - - - - - - a- - - - - - - - - - - - I
k -50 50Q PROPOSED 30" DIP PROPOSED 30" DIF OSED 36"0" DIP 2 + 00 S87-46'21"E 278+00 m
. ~(U 2" DIP f1 QROQjgO~f$~ - :OPOSED /27~+EI~,r S8T47'55"= " m 277+00 PROPOSED 30" DIP E _
N24'3' 9"WI NV5 P i. ? o--- ,PROP Ef239=Di2 O
j o EXISTING EXIST. 20' n UTILITY
Dy+T nD r~ L - li'I g~^, 1 DIRT ROAD MAINTENANCE TEMPORARY EASEMENT CONSTRUCTION L
B GNP.&ROJEC ' PR ERTY LINE Q I PROPERTY LINE EASEMENT (VARIED) Y >
.W 1 PHASE V co C7 ~1I OD
SILT FENCE REMOVE & DISPOSE OF EXISTING _ FORCEMAIN WHEN ENCOUNTERED. 7 '
STA. 500+2®.85 Q~ 1 N 1 WHEN FORCEMAIN DIVERGES FROM INTERCEPTOR ALIGNMENT, PLUG 1; / Z
(AL-6) 2 1 MH-B26, STA. 271+27.50 1 / ; {ro o 1 PROVIDE A STANDARD 6-FT. DIAMETER AND ABANDON. m
PRECAST CONCRETE MANHOLE WITH A NOW OR FORMERLY Gf)
!rl a 1 TYPE-3 STANDARD RING & COVER. TOWN OF CARY -i P. O. BOX 8005 D
If SEE DETAIL 07000.01 & 07000.03. 0 100-FOOT CARY, NO 27512-8005
END PROJECT 1 7 1 . TONOWWN OR OF CARP FORMERLY m OFFSET TO TOP BANK OF i - A 4ANK OF DB 12336 PC 1270 PIN# 0734-03-23-5457
~p,~ P. O. BOX Boos j BACHELOR BRANCH FROM Prl[iAC ~ 1 ` CARY, NO 27512-8005 DETERMINATION BK' :H FROM / Now-oR oRMERLx i 00 NC'DEP'T. QF TRANSPORTATION O N BK ,('EXISTING HIGHWAYRAW)
O OB 09900 PC 1846 .IN, INC. ALL PROPOSED CONSTRUCTION '~8 012472 PG ooa4s', o
STA. 500+20.85 PWp 0734-03-12-9645 ROBERT GOLOS7 N, iNC
(AL-6) 1 h 00' RIPARIAN BUFFER r
BEGIN PROJECT - ELEVATIONS LIMITS ARE
PIL 4SE III ARE BASED ON DEFINED BY
1
See SHEET pps ?1 1~\`~ ti STA. 271+27.50 OFFSET TO TOP BANK OF P BANK OF NA~®® SURVEYSTAKfNC
- - 3p• BACHELOR BRANCH BRANCH
MATCH C1NF SIA2g ~.,~IPARIq`eUFFf ` - _ 50' RIPARIAN BUFFER - _ - f. z N
9+50 -
II Z
Lli IN6
BB - - - - - - - - - - - 5893656° EYNHAGIIEL RBBAK E;EJEREPTOROTCT ORPR JECT TA. 27 +2750 C Q s.. - - - m I I a
ac
PHASE II ST.~ 500+2Q.85
310 ! - 1- v o~ Z d
I _ LL, 0 310 li G O _
I d C J Z
-E - i -C
THE CONTRACTOR SHALL GO~aT THE INTERIOR' i` OF THE MANHOLE WITH RAV 405 LINING MH-830, STA. 278+54.59 W L
i SYSTEM 180 MILS MINIMUM ICKNESS I _
- 305 - - - - - --~-J~ MH-B26, ISSTA. 271+,,27.50 I ~ ( I , H-829. STA. 276+97.99 NV- ELEV.~+(Y ABOVE GRAB 4 305 a
fi' DIA. MH, MH 627, STA1271+6212 MH-828,,STA. 27475.03 i5 DIA. MH. .31 7475.03
! RIM ELEV. 291.74+( 1 ABO[ E GRADE) 1 ABOVE GRADE) 5' DIA. - ABA 5 OELEV MH. :492_31t I ~ - NV. ELEVH 281 p 01M ELEV. GRADE 100 OFLOODCATED
INV (30") - 278.5 RIM EL . , RIM ELEV 295.Oty f ~ INV (12"~ 280 05 INV `ELEV. 278.82 t_(1AB INV. -ELEV:283.0+-- - OES
3 ~VE GATE (MH IS LQCATED WITHIN 1 30 OVE GRAD~~ (MH IS LOCATED WITHIN ABOVE 100-YR. FLOOD ZONE) 1 X540 RIGHT-OF-WAY
t001lYRLOFL 1100 IYRLaL00DD ZONE) O ©DZONE)N - J_-~- --1----- 100-YR. F L000 ZONE)- --,.III WITHIN ZONE)
300 - 1
BACHELOR BRANCH INTERCEPTOR PROJECT PHASE II, ENDIAT STA. 1500+20.8 100 300
FLOOD ELEVATION _
INTERIM COMPLETION #1 l VENT ASSEMBLY [ - ~ _THE ENT CONTRACTOR SHALL INSTALL A (REP . EMA-FIRM MAPW3720073'I+OOJ) _
MH-B40 AL bs- STA. 500+20-85 BAS SHOWN IN STD EXIST. SURFACE, - - - - - , r---`----- ST.~ SURFACE
4' DIA MH. DETAIL 070 0.04. THE MANHOLE SHALL
RIM ELE+t 292.83 BE ED TO ELEVATION 24" BOVE OD PLAINa INV. ELE 280.9 r 1 FLO
295 - -L - -i VENTED - ..L..__._~--__--- 295
I
I ~ ~~o~FESSIp~?9°°
- _ - NOTE. - °
CARRIER PIPE 114CLUDED - SEAL IN 30° DIP QU NTITIES g a 032652 ° Q
t o P
290 _ .._J- II ~ 364' STEEL CASING N~F
a ~1--..--- - 0 IJ -1- - - j Z78~58(S8-TD 28222:25)- 290 I
i I II f 'Y I I ; i °p0° 0 00
SI NATURE
REVISIONS
285 2 DlP~1-0 79-% _ c 85 15T-0'- 1/i t'i ii i?- i i
s 12 DIP T
I (INV. IN=;1280-05) tTS I I , 223-30n DIP: 0.79%
_ PROVIDE 42° STE L - - _ ENCASEMENT PIPf~. -
PER DETAIL 05000.02
DIP 4 0.79 f i bt 313'-30"
260 - - ~ - I 280
380'-30' DIP 0 0.132% j PROJ.# SW-1095
36'-30 DI = DESIGN BY: JAB
b 0.79% , I I DRAWN BY: 000
I I i DATE: 8 28 08
o n) a, n 00 a ~I o' al r o, oo o al rnL o o, a of of p p o o p p 0 p SCALE HOR:1 "=40'
cv N Ni' ri r7 M r7 Nil a a + m m ° ooi rnl m orn. om m m rni m m rn ml m ml w m m rn m m m N N N N N N( N NI N N= N N N N NI N N N N N N N N N m m~ m oNi rn m rn rn rni m rn~ m rni m rni m mi m m m '
N N N N N N N N Nt N N N M N NI N N N N N SCALE VER. 1 =4 I
SHEET N0. 1
269 50 270+00 270+50 271+00 271+50 272+00 272+50 273+00 273+50 274+00 274+50 275+00 275+5( 275+50 276+00 276+50 277+DO 277+50 278+00 278+50 279+00 279+50 280+00 P6

r
z END PROJECT = ALL P S CONSTRUCTION T Un
A PHASE IH T o= HOoRMP50N FORMER JOS. JOS Lv i*I 1 p n ( HOEPH & JULIE NOW OR FORMER LY ~j ~j ® ]~C ('~ARE ]~]j STA. 6
00+87.62 ?P -:LLL V A TI 1 ®l? $ 1129 TAMWORTH HILL LN ZEICA.ER & COMPANY
A EASED DEFINED Y ! D , 3 34 ~ ;
- ,nw no . JU~11111 C DD
" ~ % ~ ~
® ® OH ? 91.1..,1
-1 S FA 600+D o< t PROVIDE A STANDARD 5 . DIAMETER
PRECST CONCRETE MANHOLE WITH A _PaNC0N SEWS 'i ati
°E ST NDAFD RING & vO.ER. \ FCR SPECIFICATIONS , I SEE DETAIL 07000.01 & 07000.03. 0
of RECINPROJECT TOP 314.60 lNV =306.44 s
PHASE IV F 58 S x'34 it
STA.!284+60.30 0 = - - ~ fY S V00C4 '1 PG 1E v9 19' _ - ' - - - -cr RISER PI N# # 0-,3.1-0.5-3, -e0ea
SS LT FENCES
now OR FoRMERL - , _ I"- T SILI SILT FENCE
C DEPT OF TRANSPO 7A ION NOW OR FORMER Y ! (EYIS rNO HIGHWAY RIN)
41 GHCROFI COMU 'N ASSOC, INC. ' a - / - OH 012072 PG 00-145 C/O 0 ABANDON SEWER MAIN PER SPECIFICATIONS'.
~~0 IJOT? OMEGA NG M 0 Asscc, 1 Y uGNT INC. ' R _ FIT - - ONRY NC 215 4815 ti - NOW OR FORMERLY r
Ds 12336 PC 1 4 HIGHCRa h ti ' - BM 2006 PG 258 L_ - - - 'TRAD DR
TEMPORARY 58 133 TRIANGLE caTRADE ASSOC. I ~ PINj, 0734-03-34 0810 NOW OR FORMERLY ~ ! - GARTgg 951 3_ 1 a / HIGHCROFT COMMUNITY ASSOC INC DB 11158 PG 1535 Q~ NOTE: .._i,
m STEEL CASING 133 TRIANGLE TRADE DR N p BM 2504 PG 2191 CONSTRUCTION CARP NO 27513-31a4 N ABANDON MANHOLES E-MH-
EASEMENT E ,5 ,a = m _ fl acwra. PIN# 0734-03_'_ 6064 R 'US 11158 PG 1535 O (VARIED) BM 2501 Pc 2129 ° b N 35909 E2 v1 IIi - D N 359'09 E287+ 0\\ m E-MH-E, E-MH-F INV.- 30383, N E-MH-G AND
PINT 0734-03-33-2929 ANTI SEEP f `=Cy81-x " 32 . OP i6",,; SEWER MAIN, PER s
I lL^ r Gxi COLLAR(TYP } ~r . _ cf >i h .-~„.y66'JA ' V}\Q - OpjBl SPECIFICATIONS
411 1, 00 IS E . 0. 71
MH-B37, STA. 288+83.47 o v v ^ EXIST. E° FO RC IN
> 7777 0`n - ` o MyY lH9,,IV.N883 E„' ~~q~Opfl'°'~ 589 3 '45 E28 +IX 3. 1 4+00 `N&I 38 27 E la f SO BE ABANDONE E-MH-o-:. PROVIDE AN EXTENDED BASE 4' DIA.
. DI ~ 30 DIP r "285 OO' OPOSEO 16 DP ' y 0 - n - - - _ - _ _ / A ;PROPOS'EO PR POSEIS Va BE Ap IIcNn1 PRECAST CONCRETE MANHOLE WITH A \--~_~S4LT FENCE $TA 'a - TYPE-3 STANDARD RING & COVER. 1 1-1 111
[TYP INV Ise - SEE DETAIL 07000.01 & 0700003.
F- EXIST. 20'' FORCEMAIN . T Mi` f w Z PERMANENT UTILITY 4, 7 3NETZ,4ATD AREA 1 01111 1 9, 7/ \ \ b' ` A ( NOW OR FORMERLY
EASEMENT 300 YEAR FLOOD PEA 11 0 TEMPORARY '7Q SILT FENCE MH-635, STA. 286+3815 N>43sR]2Hv\ \Q \ HOMEOWNERS RS AS ASSOC. OF RESERVE INC. ~~63alasvssn5 \ 95~k -PO BOX 1117
V ` A y Y 5 1 l 8 APEX, NO 27502
v CONSTRUCTION % ~ OUTLET PROVIDE AN EXTENDED B EASEMENT ,(VARIED) 100-FOOT PRECAST CONCRETE MAN] STA. 286+.58:54 PII =J a - OB 05491 Pc 0313 N N;. BM 1993 PO 1681 AN EXTENDED BASE 4' DIA. A = v~ r6 ;v - / -0 uur A~' PIN# 0734-03-34-4627
` ; ~.O' TOC UTILITY CONCRETE MANHOLE WITH A E \ - .r:.~ pj - o 0 , co
N OFFSET TO TOP BANK OF SILT FENCE 50-FOOT TYPE-3'STANDARD RING BACHELOR BRANCH FROM 00 PIPEtJNE'EA,SEMENT (TYP.) OFFSET TO TOP BANK OF SEE-DETAIL 07000.01 >TANDARD RING & COVER. P \ / - FIELD VERIFY INVERT OF EXISTING 0 N ~ IL 07000.01 07000 03_ EX- M
DE7ERMJNA77ON BY.: } AR ROBERT GOCDSTEM, I><~ BACHELOR BRANCH r J ~IdRLNi D' TI,A-1" 1NORC8UFfEft 30 RIPAR - oe oe4 ~ H- 639 PRIOR TO TIE IN
O SCALED Al f ,5 7I fhT}p, l/II;nCRrL7 T PUT, r "/'',jy,~ tO~ORa~op, 50, y"`A`-~, BUFFER Pn oRPeoPeanES GROUP uc EXIST. 4" FORCEMAIN 0734=-yg~
CD IATU, OF h!,}f 1 -OF vyA r ,RIPgR! 141 CT PROP R Cr. TO BE REPLACED ~0 34 LF CONC.- - N83 39'54"E
lS UNCki E N A; l11/L CI S(l yFv ? fA Aly GARY Nc 27513-35,as BY 16" GRAVITY SEWER MH-636, STA. 28 PROP. 16" DIP ST;~ NCASEMENT CONTRACTOR SHALL PROVIDE AN APPROVED CONNECTION TO EXISTING i-B36, STA. 287+04.29 ABANDON SEWER MAIN . > 1 19 9 ;5
t~l/ BUFFER BM OR 2006 0152 PG HO 0 2583 519 / PROVIDE AN EXTEI i A _ 2OAl AN EXTENDED BASE 4' DIA. `PER SPECIFICATIONS 27 - rrl 02-A MANHOLE. CONNECTION TO EXISTING
- PIN 0734-03-23-9546 F- PRECAST CONCRE- ` MH-B33, STA. 284+60.30 TYPE-3 STANDARI tECAST CONCRETE MANHOLE WITH A foi107 v u -9; 9u MANHOLE SHALL BE CORED THROUGH OR FORMER~~- BENCH WITH A CONCRETE MACHINE PE-3 STANDARD RING & COVER. NOW CARY TOWN OF THE b ''I I
' F MH-631, STA. 282+3064 MH-B32, STA. 283+74.98 SEE PROVIDE AN EXTENDED BASE 6' DIA. DETAIL 07000 / PROVIDE AN EXTENDED BASE 5' DIA. PROVIDE AN EXTENDED BASE 5'f,DIA. w PRECAST CONCRETE MANHOLE WITH A :E DETAIL 07000.01 & 07000.03. P.O. BOX Boos 7" T; x
Nil PRECAST CONCRETE MANHOLE WITH A PRECAST CONCRETE MANHOLE WITH A -3 STANDARD RING & COVER CORY. NC 27512-8005 A ABANDON SEWER MAIN 0e 0e118 Pc 0280 / \,FEED D LINE LINE M ° PER SPECIFICATIONS cn
ER. TYPE-3 STANDARD RING & COVER. TYPE-3 STANDARD RING & COVER. TYPE-3 DETAIL NDARD01 & 070 V 07000 PIN# 0734-03-3 0581 END PROJECT,
r SEE DETAIL 07000.01 & 07000.03. SEE DETAIL 07000.01 & 07000.03. Fr Ic 1 ~7 w P EIS' _ xI 11P :,°a~ of
s` Bollam/'"`'- STA. 289+91.75
INl ;N(E„ 79 i 1 ~ 1 ~ nvl~(N W) z s
< MH 834, STA. 285+84.57 r IA r t PROVIDE AN EXTENDED BASE 4' DIA. PROVIDE AN EXTE 7 % 'r PRECAST CONCRETE MANHOLE WITH A PRECAST CONCRE '.H-B38, STA. 289+38.34 I v INV our 7~z r i -
ROVIDE AN EXTENDED BASE 10' DIA. RECAST CONCRETE MANHOLE WITH A NOTE: FIELDSTONE PUMP STATION d~
TYPE-3 STANDARD RING & COVER. TYPE-3 STANDAA SEE DETAIL 07000.01 & 07000.03. 1'PE-3 STANDARD RING & COVER P/ i TO REMAIN IN SERVICE.
SEE DETAIL 07001 EE DETAIL 07000.01 & 07000.03.
I 320 1 1 1 F'_ _ 1~-EXIST_ FENCE DO NOT DEMOLISH. L Ej
THE bR SHALL INSTALL A LLJ
11 I 0 t- BEGINBACHE'~L I - r ~ -
OR I I J I ~RAIVC~I 1 I - - -VENT DL- ,ca1~Ao oSSEMBoo.dL~LA~SHOY~M IN STDt-- ENI~ EACH LOR END 13ACHU. ,R Q 4. THE MANHOLE SHALL BtCH 1--....__--- - - ® 320
BE VENTED TO IELEVATION 24' ABO~E I Rf1N~ Z loo-rR FLOOD jPLAIN I I1V
I ___--A ,~TERCEPTO - I I I - Z TLRCEPHASE _ ------I 0~ 1R®JECT P c~
I H' MH-B31, STA. 282+30 64 PR®~E7 PH SE C CONTRAICTOR SHALL COAT 1THE
315 -L---- 5' DIA. MH. - EXTENDED B J.- ASE CONTRACTOR I INTERIOR S7 OI 899I.7S ° o 4 ST60®+' OF THEMANHOLE WITH l ® 87.6211 SE II O
( ABOVE GRADE)-- - - INTERIOR OF SHALL COAT THE;-IS .284+60.3Q - - RAVEN 405 LINING SYSTEM,( I a I °MH- 3-1, 5' DIA. MH 80-MIL . a SS MINIMUM THICKNESS, !Lm 0.
MH IS L 6.5 LINING OLE WITH J _~--RIM ELEV - 299.341 2' ABA MINIMUM TH CKNESS. MH 834 I STA. V' SYSTEM, CATED ~1HIN - - I - - - STA1 - - STA. 285+84157 8287+04.29 1 1 1 Of W
111 100-18 FLOOD ZONE) - - - STA.B28I+38.34 - 1 -®_S 315 AL-5 STA 60087.62 MH-
- DIA M. H. -EXTENDED BASE 10' DIA. ;MH. IN BASE ' m z N INV.O I II ( 3))_2125.8 (EXiEXISTING) 315
- - - 6' DIA MIT. ! 284+60.30 4 EXTENDED BASE 4' DIA MH. - EXTENDED BASE RIM ELEV.! 30200E 2' ABOVE GRADEI L_. 121M~LE~Y - 06.731-_- - BACHELOR BRANCH TNTERCEPTOR z a P7 INV.OUT( 95.21 T(10") 295.16 - ~
Rio ~V299.75t RIMI ) INV. LEV.I 310 ' THE CONTRACTOR ~HALL INSI LL A IN IN 10° -289.632 ABOVE GRADE) ELEV. 300.641 AgpVE FADE ELEVj T T---7 --.1 - VENT ASSEMBLY SHO _I STD. - - I-- - - L - V. ( )1 INVi ELEV. - 290.00 (MH IS LOCATED WT IN INV IN 29255 EXIST. 12 T._- S - fR03E 2 CO J~TING CTL-P 11 < -Bv33 -4 / INV. ELE ! - 292.48 - C" INTERIM COMP 89+91.75 m z o MAL- TA.L60
INV IN (16")= 289 - - - (Md~.S_LOGA~ED~lltilr - - _ _100-YR. FLOOD ZONE) DETAIL 07000.04. THE MANHOLE SHALL 10O YR. FLOOD ZONE) (MH IS ' STA 284 X60.81 La LETION 00100-YR. OCATED WITHIN : o = v ! \ RIM ELEV. = 299.75
- BE VEN TO ELEVATION 24" ABOVE INV~{~ OUT. (36' - 287.96 r I -I FLOOD ZONE) w w < V INV. 1 (10')= 289.63 - - ^ . 310 = w ~ , - 1 INV. OUT.(16') 289.13
1100-YRFLOOD PLAIN M-YR. LO A T_ I~ FLOOD Z0E, w o w 7L. _ 2
_T MH-B35 281 EX-MH 639 . STA \ =0 289+91.75 m a STA. z - I-,FNV_OUT.(30 287.96 310
- r - - RIM ELEVH GRADE) 4TDIA 6+58.5EXTENd1 BASEI- - II' 19 299t( E2 ABOV 04 4' DIA. MH. EXTENDED BASE % RIM ELEV. v ¢ j, z
INV. ELEV. ' 287.45 305 RIM ELEV. = 301.75#' (2' ABOVE GRADE) RIM ELEV300.93t 2 ABOVE GRADE) °ow NV-1N 293 -94 EXIST.) f '
- (MN IS l1FD W11HIN ( - INV. ELEV. L 290.52 - i - fO111 YRi R~Q6 RZOAE) T~-OCATED WiRq _..-..1 INV. ELEV. = 292 Z IN ow INV. OUT 93.
- - T I FCb (MH IS LOCATED _ THIN + ° a I I 09 ( \ w 100-YR •I FLOOD ZONE) Q 0 1100 AP BASE
00-YE BA~E t--- 1---- :Zm.Fz m~ FLOOD ELEVATION _cq _.L---- o'Fi I 305 FECIA-FIRM
- ! - ~--FLO DD __ZONE)_ - I --qo LEVATUON -__I _ - -I h540 RIGHT-OF-WAY FI}Y -I
MAP„3720073QOOJ) 1 t----~-- I to a w w ow VAP#,3720073400J - I---....-... 305 C ~(1 01
- - now _azo _ Z~$ - -
I ! I I I 1 ! - - --11- - t• -1-" " I i I !I r-- -i-- I. - ~ T 300 I---L-- SUMI'FACE I _ I j I I I I ~ I CAR~~
~ I I .1 I I I I I i I - I I ! 1 i .rz I I Z 00 I I m o ui C.4
'TI - °
5 y L
- - - - - - - - - - - - - - - - - - - a -i i 300 vcnrn0 - - -I e oQ SEAL o = W°, k I. I I t E_ 032650 "A (of 2 I i
1 5~ m ' w 300 D o z - L _ L- -n D rn I rn I 1 1
2951 -I..-- 1 chi - i 0 07 II v + - + r m'.'_/ ,ENE o ° P vwi I FIST 5 PVc1 G~
- m - co T__ F - I N COTE. - - w+ , -_--If.-- + 1 - - a o A. ° I N I N I 'EXIST <..~~1 r10' P
ARRI D ERIPIPE INCLUDED I I A,f Of - 1 I FQ < I 1 ~I I/ EXIST. 8' PVC ~C-- E1 °~O o0 00 ° - ZI- F IV! ~ ,
Nm x mW - 1 N - IN 30' IP QUANI~TIES. I N 1 N I N SIGNATURE
- a - - zI z - -am I I ~ 1 avT 1 I I I I . ! - - j 1+
364' STEEL CASING PROP. 16' DIP ! ~~--1- - - IX e°2DIPI 295 REVISIONS 295 S
(STA.278+58.58 TO 282+2225) ! I -
290 - -I- I- - - - - - Ia l: DIP i 1 180'-16' !DIP ®0.709> 54•-8- IP rn pia
, 124'-16' DI 00.7 f) 74!-16° DIP®070 04.70 ~ I I I I I ®1.29~~ L
/ X' r4// ~85-30' DIP T1 - - - - - IZ I I I $ _-.-IOP
®0.60% 145-30' DIP ~ 0.60% NTRA T PROVIDE I A 34 LF.I LENGTH I 290 gSEMENT FOR STREAM CROSSING.
- - - - - II(SEE S ONCRETE TANDARD DETAIL 07006.14) a r - - - 290
- - - r--- { Lei
285 CONTRACTOR SHALL FIELD VERIFY INVL72T OF w ~{r
EXISTING EX-MH-B 39 PRIOR TO INSTALLATION OF - ! PROJ.# SW-1095
a - m-- - - - - h- - L a Pal SEWER MAIN BETWEEN MH-638 AN EX4MH-B39 1 10 DESIGN BY:JAB
r` o of ~ o o ~ M OI 0 N I mI N N, N~ NI N N Ol rI r r rI t0 nl o ~l ----1 - -I- .-_-I gas DRAWN BY: 000
NI N N N. NI N~ N N NI f` N o) N! 5JI :Jl a l m m O O a °1 m m NI Ni Ni N N N N 0i m Di M ~ DATE: 9 15 08
Oi N N N N N N °I m! o~ S J SCALE HOR:1 "=40'
280 00 280+50 281+00 281+50 282+00 282+50 283+00 283+5 I 1 I SCALE VER: 1"=4'
284+00 1 284+50 285+00 285+50 286+00 286+50 287+00 287+5
287+50 288+00 288+50 289+00 289+50 290+00 I
600+87.63 1 600I +50 I 600+00 SHEET NO.
P P7 - 14

i
3
w~vm ~ 333- - ~ 3p 33 0 I
J / as
G / _ P
F
SEE 1 11=2fl1 SCALE, - - , - '`MH-B40, STA. 500+20.85 9
PROVIDE A STANDARD 5-FT. DIAMETER PRECAST CONCRETE MANHOLE WITH a
r n TYPE-3 STANDARD RING & COVER
SEE DETAIL 07000.01 & 07000.03 CONTRACTOR SHALL 'PROVIDE A
TEMPORARY STREAM CROSSING, SEE EXIST. 4' DIP
THOMAS BROOKS FORCE MAIN DETAIL 04000.11 SHEET 1 OF 2
PA PUMP STATION THE TEMPORARY STREAM CROSSING SHALL UTILIZE ONE PIPE CULVERT AT
/ (TO BE ABANDONED & DEMOLISHED) LEAST 60 INCHES IN DIAMETER. - CROSSING
w2 ~ a #IA /7 / F
NOTE: THE CONTRACTOR SHALL
ti~ REMOVE THE PUMP STATION - - n FROM SERVICE AND COMPLETELY ti .hh v} rr
DEMOLISH IT IN ACCORDANCE - _ i. - - .tK
WITH TOWN OF -GARY SPECIFI-
CATIONS FOR PUMP STATION - - - ABANDONMENT. - MH-841; STA. 502+74.20 4. /
Q / PROVIDE A STANDARD 5-FT. DIAMETER 24 LF. CONC. BEGIN ENCASEMENT
CLEARED. AREA ALONG - - PRECAST CONCRETE MANHOLE WITH A cv/r1x, PROJECT TYPE-2 STANDARD RING & COVER. r p CHECK DAM AT SEE DETAIL 07000.01 & 07000.03. STA. 501+95 / PIMSE
- - EXIST MAINTENANCE ROAD m""g"ORA m ~M MH-845, STA. 508+78.34 -
EQW, MAY BE USED FOR gux WAM PROVIDE A STANDARD 4-FT. DIAMETER STORAGE OF MATERIALS W7ER Wd1 pE° ~a -PRECAST CONCRETE MANHOLE WITH A -
EXIST: 4" DIP A. 500+20 FORCE MAIN
TYPE -2 STANDARD RING & COVER. SEE DETAIL 07000.01 & 07000.03
EXMH-647 CHECK DAM AT / AL°) - 35 UPE STA. 502+45
sTA 512+0310. P - 1, - - -
x , ~ N 511+00 - , A - UPE X503+00 SILT FENCE S30' OUTLET(T1P.) /
- N764048 W ~ 31'01OSED 12 PROPOSED 12", DIP
DIP x , 509+00~ - MAINTENANCE - NCE 25 UPE . - - 1446.48'48"w 12" p1P
uart ~--~`-D---Tin ROAD _ 4B" N 50 PROPOSED i - ' REMOVE E-MN"=J 1446'48' -z . - - ABANDON & PLUG. t
k ~~y ht owws uo w mav' ` v- 100- RIPgR J~ OSED 12 p1P , l /0 EXIST- SEWER LINE
505}p0 PROP- EXISTING
O-UPE V1, _ - - _ MAINTENANCE f_ ao f
- 2 MAINTENANCE T131'40'S8"W 503 _ - EXIST. 4" DIP ROAD b - T FORCE MAIN
i f DER _
WETLkNik ROA FOIST. 4~DIP SILT FED PROPOSED -1 DIP D RCE MA-IN 2"
LETNCE o D PROJECT - - - OUT ~ y 30, RIP . \ -'--~-•T.,.,~ ---~a - - a
-Y...~ BUFFER - - - - - - - - _ - '=SILT FENCE E~ ti WETILAND
EXISTING
Sd--- - MAINTENANCE ROAD- -
MH 644, STA. 5088. +0 PROVIDE A STANDARD 4-FT. DIAMETER SILT FENCE- " -t2C W, (AL- 36 _ _ gUF • I ~ PRECAST CONCRETE MANHOLE }ffH A 0 ' P
f
TY'Plf"-2-STANDARD-RING&-COVER. - '
.o REMOVE & DISPOSE)OF EXISTING SEE DETAIL 07000.01 & 07000.03.
1 MH-846, STA. 511,+78.82 5 j WHEN FORCENrAIN DIIVERGES FROM RIPq -
PRECAST FORCEMAIN WHEN ENCOUNTERED) , PROVIDE A STANDARD 4-FT. DIAMETER INTERCEPTOR LAUGNMENT, PLUG ~R~'"`'B 30, akr CONCRETE Mq-tJ'HOLE WITH A AND ABANDON.
- TYPE-2 STANDARD RIIyG & COVER. - ~ MH-843, S1 t MH-B43, STA. 506+42.17 MH-842, STA. 503+96.72
Y ~ ~ SEE DETAN Q7,000.01 1& 07000.03. RIPARIAN' SU - OVIDE A PR PROVIDE A STANDARD 4-FT. DIAMETER PROVIDE A STANDARD 5-FT. DIAMETER
PRECAST C( PRECAST CONCRETE MANHOLE WITH A PRECAST CONCRETE MANHOLE WITH A d' r
TYPE-2 STANDARD RING & COVER. TYPE-2 STANDARD RING & COVER. SEE DETAIL 07000.01 & 07000.03 SEE DETAIL 07000. 01 & 07000.03. {1 j
1 ~ - CONTRACTOR SHALL FIELD ~ I I t z
VERIFY INVERT OF EXISTING ' ~ - EX-MH-137, AL-bs STA_ 52+0310
EX-MH-B47 PRIOR 70 DIA- MHI INSTALLATION OF SEWER
- - -L- -r I MAIN BETWEEN MH-B45 AND RIM ELEV I 309-50± A PROPOSED CONSTRUCTION Qm~F
EX-MH-B47 INV. IN 1201-85 INV. OUT - 301.81 1 - - - - L- = ELEVATI NS LIMITS A z o. Q
CONTRACTOR SHALL PROVIDE
AN APPROVED CONNECTION 320 I 0 H-844, AL-b"s 1-4-S T A, 8- 19 °d _ j ARE BASED ON DEFINED BY Gi 0
.315 TO EXISTING MANHOLE. H B46, AL-bs-4 ~TA. 511+78.62 4' DIIA. MH. CONNECTION MANHOLE TO SHALL BE EXISTING 4 CORED RIM ELEV 3b5 4 320 NA 88 SURVEYST N ° mi 0 Z
- RIM ELEV. 301 507 2AB VE GRAD I L = 13+(2 ABOVE GRADE) I
- THROUGH BENCH WITH A _ _ INV ELEV. = N97 87 J
CONCRETE CORING MACHINE. IrJ ~ i ~ - -L
i W
315 M11345, AL-bs-4 ST~. 508+78-34
315 W' 'N '
( - 4' DIA. MH.
_ RI ELEV. ,30664+2' ABOVE GRADE m W NOT FOR CONSTR
IN V- ELEV. 298.57 58~+42.N--.- UcaM - TOWN OF ~ RC ~r ~ Z
4 Yd 9 m
_.._I- - D RIMELEV. = 30294+(Z' ABOVE GRADE)
310 i I INV. ELEV. - 296.121 -1-- _ M _B_ DIA. MH.'~ 310
L-bS-4 S~iA- 503+96.72
t; j I I 51 I I
Ili 7 ~ ~ ~ - I - - - M ELEV 1 306-12 (2' ABOVt GRADE) I (q IN V- ELEV 29175 m
I!( CHIECK DAMi AT - i
I!~ „ j STA. 510+015 a
305 ~ - - _
E EXIST-8" Pvc - z - _ OS m° oZC~ - I m ~ - 3 m
5I \ ~ ~ _ i I ( -u o O ESSI°° U
ul d x\ i I - -i i - --I- ~ ~ D o¢ 0SEAL
25(-i2" DIP ~ 300 172 DIP 1 32652 Q o0
002-_...~......- ----.I'....- .007 ..._T ,'i~• 300 rI1--- -I--s`' a I e °...;G1NE
END BACHELOR - - - _ . - 300 ~
' ~ ~~~00000 ° °
BRANCH I 70, 2'f DIP ®1.607 r~
I INTERCEPTOR - - - - - - 'SIGNATURE
PROJECT, PHASE V 0 - -
STA. 512+03.10 cl) REVISIONS
295 24 i D -12" DIP, @ 1.00%
295
2 O G1
I AI-- +
e' I
i 290 i
I- - - I L- J 290
I PROJ.# SW-1095
ro ro n n. N n m m n, N N a m m N o. n Ni o ni o, K1 M NI O n t0 N N a N~ N m DESIGN BY: JAB
00 ~I ni ~I o 0 0 0 0 oI o of 0 0 0 0 oI b $I °o ~ M M t~ M N1 NJ M K] M r'1 ~ M r'l M p DRAWN BY: CCC
a o; o o, o 0 DATE: 8 28 08
I I I I i II i i I ~ ~ I I SCALE HOR:1 "=40'
512+00 511+50 511+00 510+50 510+00 509+50 509+00 508+50 508+00 507+50 507+00 506+50 506+00 SCALE VER: 1 "=4' 506+00 505+50 505+00 504+50 504+00 502+50
SHEET NO.
PP8- 14

\ r°, o I
NINE l 4 ~ ~
Cv A 23 2 1
mn acts 333_ 3 - J
-SEE I PAtf?RJF? •y_ f ~zF - - ON SHE-E PP914 j PROVIDE A STANDARD 5-FT. DIAMETER j j / Q \ qtr ~O PRECAST CONCRETE MANHOLE WITH A
'TYPE-3 STANDARD RING & COVER. ^ryti~~ ~S'O 19
_ II [MH-840, STA. 500+20.85 a ' •t SEE DETAIL 07000.01 & 07000.03. l
CONTRACTOR SHALL (PROVIDE A EXIST. 4" DIP ' TEMPORARY AM I CROSSING, SEE FORCE MAIN
DETAIL, 004000.11 SHEEt l OF 2.
- - 'STREAM•,,CROSSING THE T RY Zb~bb"v-~\
- SHALL UTILIZE ONE PIPE CULVERT AT / / ti / poid, \ - --LEAST 60 INCHES IN DIAMETER. CROSSING
P.4Pt.%_PUMP_rS l TA ] y #1A h 'k k 0
^ ~ ~ ~ wg / ~ (1'OBBABANDONE'D& MOLbS'/IED) /~`m? : THEEC A,
ONTRCFOR SHALL C9 C 10 z z >M
Y,- - - REMOVE THE PUMP STATION loD 1>1 NINE
-FR-0h4 SERVICE-AND COMPLETELY - -
DEMOLISH IT IN AO~ORpAN i NTH IONS FOR PUMP- STATION Nos Z _ 24 LF. CONC- Rl./~EC~
-CAT BEGIN ENCASEMENT NMI PROVIDE AT STANDARD 5-FT. DIAMETER F' J/
ABANDONMENT. PRECAST CONCRETE MANHOLE WITH A ` ry°~/`L7 / T / CF'1ECK DAM AT w (0
CLEAR€D-AREA ALONG EXIST. MAINTENANCE-ROAD 'TYPE-2 STANDARD RING & COVER. Irm SEE DETAIL 07000.01 & 07000.03. ~QF,/~ ? STA. 501+95 z
c ` PIJASB
slim MH-B, STA. 508+78.34~~ STORAGE OF MATERIALS PROVIDE EXIST.' 4° DIP A F ` ORCE&tA1N STA 500+20.85
A STANDARD 4-FT. DIAMETER ---PRECAST ~ CONCRETE -MANHOLE WITH A /HECK DAM AT SAL-6)
~rm¢uw, T STANDARD RING & COVER 35' U?~ STA. 502+45
SEE DETAIL b7ooo. N-& - \ \,-SILT FENCE
fX-MH-647 L Sap UPE 503}UTLET(TYP.) ~a
STA. 512+03.~
A W 511 EXISTING
'N16'40'48"W MAINTENANCE PROPOSED 12 . _ 509+00 INCE 50 0 SED 12" i REMOVE E%M- J ~6 48 qg W PROPO _ ABANDON & PLUG
DIP 144b ` 92° DIP ~ ~ , z % ~o EXIST. SEINER LINE co
i tPE - 0 ` R^~.. 0 PROPOSED s i " EXISTING jae~j)
IAN B fE MAINTENANCE
EXIST. 4° DIP ROAD r _ _ _ / FORCE MAIN
EXISTING- -IJ31'40'58"W -50-9 " - b
AR J. MAINTENANCE>c: A - - - - Rra
•.,..,~`Y _ROAD EXIST. 4"-DIP PROP947 'i' -Z fER ^ SILT FENCE'S
fORCE VAIN - - OU s. "fl y,~E t`etv4T f4 rkt \ ~
30, TLET _ _~ILT FENCE E PJAN EXISTING
3YF MAINTENANCE
SILT FENCE
S TL l . • - E-T- MH 644 STA. 508+08.35 v i I yrT. / r N 6
(AL-6) / l PROVIDE A STANDARD 4-FT. DIAMETER 7O0, PRECAST CONCRETE MANHOLENTR_A / 13 4~
TY[~STAN0.4RD-RING_&.OVER. - - r r'
' & DISPOS OF EXISTNG / - SEE DETAIL 07000.01 & 07000103. REMOVE
FORCEMAIN WHEN EN`1UUUNTERED. i
i ' MH B46, STA. 511478.62 I WHEN FORCEMAIN DIVERGES FROM ARIAS BUF r i PROVIDE A STANDARD 4-FT. DIAMETER INTERCEPTOR ALIGNMENT, PLUG'- 7 NOW r MH-B43, STA. 506+42.17 MH-642, STA. 503+96.72 Q`
PRECAST CONCRETE MANHOLE WITH A AND ABANDON. 30' Rip MH-643,
TYPE-2 STANDARD RING & COVER. ARTBUF PROVIDE i PRECAST TYPE PROVIDE A STANDARD 4-FT. DIAMETER PROVIDE A STANDARD 5-FT. DIAMETER imm PRECAST CONCRETE MANHOLE WITH A PRECAST CONCRETE MANHOLE WITH A z
SEE DETAIL; Q7p00.01 07000.03. A~~ - - - 2 S SEE DETAI TYPE-2 STANDARD RING & COVER. TYPE-2 STANDARD RING & COVER.°
EE SEE DETAIL 07000.01 & 07000.03. SEE DETAIL 07000.01 & 07000.03. I f Z J
Lli ^0 IL
MF1-626 S , AL-4 STA. 500+00) 271+27.50 ALL Q r PROPOSE' z d, Q OC
MH-B41 V , RIM ELE MH-B41 AL-6 STA 502+74 20 6' DIA MH I ALL ~+y~ y ~T(~
I_ MEN
INV. ELE R S DIA H- 301.3)1(2 AB VE GRADIE) L'LliYATlO rtJ W Z IM - RI EIEV 291* 741 (gyp 7~~ E%- 283.119 - - - INV. (30) 278.55 A BASED 1 r O ® fi INV. INS. ((12 280.05
II i ~T
IRRIGATION WATER LINE i' _ i -r - 305 1 7A 88 W 0 NNE a I F, J
SEE (NOTES 0 TA. 271!27.50 A J
I ON 9 I SHEET PP6_14
J1,4' i / / /~,/i I ,I! ''GATE - ! I W iY
CONSTRUCTION
- - - - -
_ MH-640 AL-6 ST 500+2025 300 LIMITS J ARE ~ W
s DIA MH. DEFINED BY F'
~E~XIST. RIM ELEV. = 292.83 t (2' AB VE GRAD) Z INV. ELEVi =280.29
O it v 1" l\ SHED m t SURVEYSTA%INC WON (MH IS LOCATED WITHIN
l I ~.A I y? , / m I - i ~ i - 100-YR ~LOOD ZO E~i
V 100-YEAP. 6~5E '
FLD~OD ELEVATION
m _ a MAP'372007 CHECK 502+4DAM \ 4t h-1400J) 295
j ro i l I / 1k DITSH ST TA~
i CO - - T
p9 °Z OD
L ° I: CHECK IMAM AT I~ \N C
Y ~ f STA. 501+95 290 AFESSI~ '7
V A A v i / , G \ EXIST.. - 5SCIF CR SING 1A eQ o STAI 501+40 1 j SEAL 9
A ~!GFv ` SHED 2d• DIN SEE! DETAIL 04000.11 SWEET 1 OFI 2 " I 32652 ° z
T A ONE, 60' PIPE! REQUIRED D o
RE C. BOX TO BE FOR ELEC. BOX TRANSFORMER NEW LOCATION LOCATED NEXT ty A C; I1j itI ao~'~ooF~CZNEF~°°°P TIE EXIST. 47 FM
`ABANDON SEWER` t~ TER \ C \ O 0 / BY PWUT ME `\1,......,. `RCE MAIN / ~i TO THIS MANHOLE
MAIN PER W/ INSIDE DROP SEE DETAIL 0700.07 285 °
S FORCE MAIN ON SHEET 2-114 SI A URE
REVISIONS
0 V -i lI 253'- 12" DIP Q 4% I 30" DIP
-EX-MI-1-1347 f
STA. 512+03.1 0 \ /D CO ACTOR SFIAIL PRI VIDE A %1 LF. ~ftOSSING. I_ - 21' F, I DP 280 R NOT FOR
HYDRANT OF CONCRE ~`vw ti N31 01 33 W~ 511 p _ - (SEE STAND OF CONCRETE ENCASEMENT FOR EAM ~GTM 21;--l (SEE STANDARD DETAIL I07000.14
6womwom 30r~ . TOVI s V BEG BACHELOR ® END BACHELOR E GI ~3 E
BRANCH
~N16°40'48"W v v ~ER~2p i - i I1VTE CEPTO ( INTERCEPTOR
PROPOSED 12" 3- PROJECT, PFL SEV PROTECT,PHASEa PROJ.# SW-1095
DIP 275 STA. 500+20.85 DESIGN BY: JAB
i \ T LIGHT5 -UP CONTRACT / / ! Fa \ BEWRECOCAETE ?~BfLOEGGAATTEED~ JJ EONS~ER14NHORLREMOTVE o ro n!
DRAWN BY: 000
'B THE WATF_R_tJY4_ANT DURING D, ERS a `C*° V Y OTHERS----, 06 - „AND-REPLACE AS NECESSARY. 0 °n N DATE: 9 18 08 N o 0 0 o a ai In N N; N N N; N N N
mi m SCALE HOR:1 "=40'
c SCALE VER: 1"=4'
503 50 503+00 51 DO 502+50 502+00 501+50 501+00 500+50 500+00 SHEET NO.
PP9- 14