HomeMy WebLinkAbout20011641 Ver 1_Site Plan_20011109 REVISIONS
F R T Y LEI H R A
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NORTH C A CITY OFFICIALS
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MAYOR H SON LANE
g 000000 ? PAUL Y. COBLE g"
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CITY MANAGER t'
RUSSELL ALLEN ~ ~ O OLD PUMP
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PUBLIC UTILITIES DIRECTOR ~ PROPOSED 60° SEWER ~ W~
H. DALE CRISPS P.E. INTERCEPTOR PARALLEL / ~6
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COUNCIL ~ ~ EXISTING 60" SEWER Y I INTERCEPTOR
MORT CONGLETON
JULIE SHEA GRAW ~ - ~ L`ST OF DRAWINGS ~ ~ o
~ ~ W Fz i
BENSON KIRKMAN ~ N
JOHN ODOM ~ ~ ~ ~ ~ - - SHEET N0. DRAWING NAME ~ o x ~
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MARC SCRUGGS ~ ~ 1 STA. 0+00 TO STA. 15+00 Q 1 16 4 ~ W W W
irioN I g 2 STA. 15+00 TO END ~ r°, ~
KIERAN SHANAHAN ~ EXISTING SCREW CARL SANDBURG CT IJFT STATION ~ 0 3 DETAIL -STATION 26+00 TO END
4 MISCELLANEOUS DETAILS
JAMES WEST
PROJECT LOCATION MA N MAP
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PROD. NO. 00049
3 DATE JUNE 2001
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SSMH ~ R~ ~G RIMs192.45 ~ ~ GP Oil
~ ~0 INV OUT=172.90 ~ ~ ~ 5P ~'t
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SSMH
RIM=189.49
INV-171.89 ROAD - -SOIL ACCESS
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I I ~ LINE DISTI I 1 ~ ~ LINE DISTURBED CHANNEL ~ i I C~ A ACCESS ROAD I REGR DE ~ P
AREA WITI I z ~ 1 DETAIL SI AREA WITH RIP RAP, SEE _ P AROUND WEST SIDE DETAIL, SHEET 4 ~ ~ ,
III ~ ' _ ~ PP OF MANHOLE
I I ~ kX - - 4.J . _ - - - ~..-3HO ~ 16'29'18" 3~
1 I ~ 0~ Y~__._..--- CHAIN-LINK o: ~ _ _ - - FENCE ~ I 1 N ~ _...r--- _ _ q Z 3~0 0 _ - - PpRO
- i ` _ - ff ~ REPLACE 24 CMP CULVERT - - X ~ sHO Nf ~
1 I I W .._+•---r_ ~ i`ce' ~ X 1 1 10 - AND ADD RIP RAP VELOCITY 9 ~ ~ V
__s'~' ~ , t Z aHO P~`'-- DISS{PATOR, SEE DETAIL, E,,, 8 w ~ -~F" r-,. SHEET 4
/ ~ I ~ C~ pPPROXIMA N88g4a9 ~ - _ ~
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ASPHALT y / R 1 APPROX. TOP ELE PPROX. TOP ELEV.=170.1 RIM=192.89 ~ ~ _ ` 3 X14 ~ ~
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TAKEN FROM PUMP STATION Sg7 54 W ,.N ~o----"'~- _ - - X1M A~ - A RAWING I N ~ I s-i APPRO N0. 1 MECHANIC L D n a. I,,,,~,-.. / 3~~ „ ~ - - 1'~ L ~ / ~ INV OUT=164.09 60" OF B~Kt ~ ~`Rpb~` ~ ) TOP ~ 3Hp \ ~ ~ ~ ~
77.22 n 'c ~ TOP FGRATE=195.01 ~ u ,'1 1, / ~ _ ~ _ _ - / r,,,.-- ~ ~ ~ - Fes„ .r-._
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1 ~ 1 / INV IN=164.7 60")
1 ~ ; / THM "PUMP STATION" ~ ~ ~ / ~ ~ \ ~ ti „
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OF WATER METER VAULT ~ ~ ~ ~ \ ~ ~ t ~ 1
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DRAwN BY: GRG
u~i REVISIONS a~NNW~yr.- _ _ _ . . nIT1/ r1C I"'1 A ( Cinl I r\InnT~ ~ r? n ~ni ini n
CY) GEORGE FINCH/BOD /HONEY AND ASNU(:lA'1'L''S, Y.A. vI I I yr KHLGIt71""1. ivvrc i n vH~v~ii vr-% C,E~ GWG
0
309 NORTH BOYLAN AVENUE WE CRABT12EE CREEK SEWER INTERCEPTOR ~a~ N°: 00049
10084 a
RALEIGH NORTH CAROLINA 27603 rA 27e03 SECTION I-A ~M MAR 2001
00° 919/833-1212 o ,~~nl d~? I 4
UanNr ~~~p~ STATION 0+00 TO STATION 15+00 S„~
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RIM=206.02 0 ~ Q AND NEW LINE FROM STA. tv INV OUT=187.46 m Q ~ 20+00 TO STA. 22+50. N TBM "APARTMENT"
PP ~ ~ ~ PP AP J Z CHISLED "X" ON TOP OF
PROX O O CURB AT THE SOUTH ENTRANCE TO APARTMENTS
m „ P ~ i oHE - .Q Q tp ELEVA110N=201.10 !H
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w ~ ~jF - ~ ,ro 'ti ~ \ ~ ~ ~ CONCRETE WET WELL ry IN~V=166.53 ~ f APPROX. TOP ELEV.=188.9 ~ ~ 9
i / / \ i P ~ ~ \ / 2 ~ 5 N15' N~ ~.Z \ ~ 36 39 E N 3
\ A 6+ 219.54 ~N \ \ , 32 4 51 25 , A~ , "
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d ~ o / / / + INV IN=172.25(8") ~ , ~ q + / 1 , INV IN=164.79(60" / ~ ~ ~ 1\ " ~s N ~ \ ~ ~~D ~ 60 RCP STA
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15 r ~ ~ 'f` 00 1 ~ i r . ~ ~ r ~ , ~ / ~ ~ ~
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r ~ ? O ~ i PP 3 ~ % ~ ` ~ ~ ~ \ 15' DIA. JB 2 ~
~o ! 'vl ~ r , ~ AT ~ ~ ~ RIM=194.85 F.~
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11 / i I 1 J o ~ , I ~ ~ ~ ~ ~ ~ FOR CONSTRUCTION I~ ~ ~ ti
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20+00 21 22 2: 1fi 17 18 19 N 15+00 23 24 25+00 26 27
REVISIONS a~N~~Wpi DRAWN BY: GRG
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CD r o e CRABTREE CREEK SEWER INTERCEPTOR PROJECT N°: 00049
a 309 NORTH BOYLAN AVENUE 10084 0
% RALEIGH NORTH CAROLINA 27603 e• ''Kid °e 7603 SECTION I-A DATE: "A12 2001
cn o .••e °0 p0 °000` _
919 833 1212 2 04
°°~~tPlt P111~0 <c loot PII y STATION 15+00 TO STATION 26+72.79 S„?
REVISIONS
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i I I CONSTRUCTION NOTES
V MANHOLE 8 TO EMH #!1
I o f 1
+ ~ 1. UPON COMPLETION OF MANHOLE 8, EXTEND ONE
~ ~ ~ ~ N 1 JOINT OF PIPE AND INSTALL A TEMPORARY PLUG 0
~ ~ O ~ I O S . IN THE UPSTREAM SIDE OF MH 8. ~ ~
~ I O ~ ~ O
Z~ ~ O ~ 2 + ~ Q / I S ~ aB ~ ~ 2. EXTEND THE 60" PIPE TOWARD MH 9. ~ ~ 6
~ Q ~ cp y 3. SET UP BYPASS PUMPS TO BYPASS THE FLOW FROM z
~ ~ I l~ ~ y~Y NI`'~% / EX JB 1 TO MH 8. INSTALL A TEMPORARY PLUG ~ ~ o
~ I / ~ SOIL FlLLED, ABANDONED 0
~ / Z~ ~ ~ CONCRETE WET WELL Z Q ~ titi' OR SAND BAGS IN THE DOWNSTREAM SIDE OF ~
~ ~ N15'36~39" APPROX, TOP ELEV.-188.9 Q ~ Q ~ EX JB 1 AND THE UPSTREAM SIDE OF EX JB 2.
~ E ~ ~ ~ I ~ ~ ~ ~ 219,54 ~ MA Ol-E +g . 5 4. CUT INTO THE EXISTING 42" RCP AND INSTALL o Ex., ~
I ~ N N15'36'39'E NnON ~ 2 ~ oa a 37~, TA MH 9. EXTEND ONE JOINT OF 30" PIPE TOWARD
~ ~ , 25 I
~ 1 \ , ~ PLUG ~e,o~e• I EMH 1 AND INSTALL A TEMPORARY PLUG IN THE ~ z '~i"
pie ~ UPSTREAM SIDE OF MH 9. w o x ~
\ ` \ ~ 1 ~ \ _ +~`PP,t0~~ w ~ I 5. REMOVE THE TEMPORARY PLUGS FROM MH 8 AND ~ z ~ ~
1 ~ ~ . ~ SSMH i ~ \ SSMH ~ RIM=195.00
'1 ~ IRIM=194.88 .1 ~ ~ . `
\ ~ ~ ~ 1 I 1 ~ Luc EX JB 1 AND REMOVE THE BYPASS PUMPS FROM ~ $ m ~NOLE EX JB 1.
1 ~ ~ S ~ ~ 60 RCP
~ 9 AO ~ 1 EXIS?. 26+72.9 6. CORE THE HOLE IN EX MH 1 AND EXTEND THE 30"
1 \ ~ ~ ~ ~ ~ 15~ DIA. J.B. ~2 ~ ~ ~ ~ ~ ~ RIM=194.85 a2 ? STAn PIPE FROM MH 9 TO EX MH 1. INSTALL BYPASS
~ \ ~ ~ ~ ~ 1 ~ \ ~ ~ INV IN=165.25(60 ) :so ~EX MH N1 PUMPS IN THE SIPHON OUTLET BOX AND PUMP TO
~ ~ 1 \ ~ ~ . - . ~ RIM~1~3.46 \ M H 8.
~ 1 \ ~ ~ ~ INV=7 5.66 "
~ I ~ _ 7. MAKE THE FINAL CONNECTION TO EX MH 1. INSTALL Z O
\ ~ ~ . THE BOOT AND SEAL WITH HYDRAULIC CEMENT.
~ ~ ~ \ 8. INSTALL A PERMANENT PLUG AT THE 42" INLET TO J d z
1` ~ ~
1 I 1 ~ EX JB 2 USING MASONRY AND HYDRAULIC CEMENT. ~ U W
1 ~ ~I 1 ~ 1 ~ 9. REMOVE THE BYPASS PUMPS. Q W O
1 1
`I i 1, 1 I H
1 ; I \S~tic \ \ ~
1 4 I @\ 20 0 20 40 = Z ~
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0 0 o ~ PROJ NO. 00049
CO I DATE JUNE 2001
0 EXISTI SIPHON OUTLFT BOX
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REVISIONS
MANHOLE CONSTRUCTION NOTES:
SEEDING SCHEDULE 12" (REVISED: 1-1-86) 1. MANHOLES 1-8 SHALL BE PRECAST ANGLED
SH()IlI MFRS SIDE DITCHES SLOPES (MAX. 3:11 SEEDBED PREPARATION 100 YR. FLOOD MANHOLES. MANHOLE 9 SHALL BE A STANDARD
ELEV. +1 FOOT PRECAST MANHOLE. 5' I"~ ~ p N
DATE T PLANTING RATE 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER - E 300 LBS. ACRE ADVERSE SOIL CONDITIONS, IF AVAILABLE. ~/a' MESH sRasS scREEN AUG 15 NOV 1 TALL FESCU / SECURED w/ ~/a" STAINLESS 2. PRECAST ANGLED MANHOLE BASE SECTIONS ~ OPENING fAiNLESS SHALL CONFORM TO ASTM SPECIFICAl10N ~ FORE~TN _
NOV 1 -MAR 1 TALL FESCUE 300 LBS./ACRE 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. STEEL STRAP. C-913, "REINFORCED CONCRETE WATER AND ~ ~
AND ABRUZZI RYE 25 IBS./ACRE 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING MAR 1 -APR 15 TALL FESCUE 300 LBS./ACRE THE SURFACE REASONABLY SMOOTH AND UNIFORM. 4" GALVANIZED VENT PIPE WASTEWATER STRUCTURES". CONCRETE SHALL ~ ~ ~ vENr
APR 15 -JUN 30 HULLED COMMON 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE EAST JORDAN / ~ Q~ BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. ~ ~ " " A o
BERMUDAGRASS 25 LBS./ACRE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). EJ-2o2s WATERTIGHT REINFORCING STEEL SHALL CONFORM TO ~ ~
JUL i -AUG 15 TALL FESCUE AND 120 LBS./ACRE 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY OR EQUAL W/ CAM VENT BASE TO BE CAST **BROWNTOP MILLET 35 LBS./ACRE UNIFORM SEEDBED IS PREPARED a TO 6 INCHES DEEP. LOCKS & GASKET. g» IN MANHOLE COVER ACI-318. PIPE CONNECTIONS SHALL BE SEALED T e~~~
**OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. ' ' - , " WITH BOOT TYPE CONNECTORS CONFORMING I I":
SLOPES L1 TO 2:1) 7. MULCH IMMEDIATELY AFTER SEEDING AND TACK THE MULCH WITH ° ° ? "a 24" TO ASTM C-923. e' IN. EAST JORDA - I EJ-2026 WATERTIGHT 3. STANDARD PRECAST MANHOLE AND RISER
ASPHALT TACKING. 4" i ' CAST ANGLED MANH I a' MIN. OR EQUAL W/ CAM SECTIONS ON PRE OLES LOCKS & GASKET.
MAR 1 -JUN 1 SERICEA LESPEDEZA 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR SCARIFIED AND 50 LBS. ACRE RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF ' ° » I . _ I E LANS SHALL CONFORM TO ASTM C-478, PRECAST
( ) / MAR 1 -APR 15 AD TALL FESCUE 120 LBS./ACRE STAND SHOULD BE OVER 60 PERCENT DAMAGED, REESTABLISH REINFORCED CONCRETE MANHOLE SECTIONS". LIFT HOOKS
- WEEPING LOVEGRASS 10 LBS. ACRE FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. MAR 1 JUN 1 OR ADD / T MAR 1 -JUN 30 OR ADD HULLED COMMON 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMEN ; REINFORCING STEEL SHALL BE GRADE 60 AND (2 REQUIRED)
BERMUDAGRASS 25 LBS./ACRE AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. - 4'-0" TYPICAL CONFORM TO ASTM A-185. " " e" " " B MIN. » » B PLAN VIEW - MH TOP
JUN 1 SEP 1 TALI FESCUE ANQ 120 LBS./ACRE 4. ALL INTERIOR AREAS OF ALL PRECAST A CONCRETE SECTIONS SHALL BE COATED WITH
**BROWNTOP MILLET 35 LBS,/ACRE * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE **2R. SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE 3 TONS/ACRE IN CLAY SOILS 24 MILS OF COAL TAR EPOXY MEETING CORPS
SEP 1 -MAR 1 SERICEA LESPEDEZA FERTILIZER - 1000 LBS./ACRE 10-10-10 OF ENGINEERS SPECIFICATION C-200.
(UNHULLED-UNSCARIFIED) 70 LBS./ACRE SUPERPHOSPHATE - 500 LBS./ACRE - 20% ANALYSIS AND TALL FESCUE 120 LBS./ACRE MULCH - 2 TONS/ACRE SMALL GRAIN STRAW
NOV 1 -MAR 1 A~Q ABRUZZI RYE 25 185./ACRE ANCHOR -ASPHALT EMULSION AT 300 GALLONS/ACRE PLAN VIEW -ANGLED MANHOLE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION 12"
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO 100 YR. F100D ELEV. +1 FOOT
WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. i/4" MESH BRASS SCREEN
SECURED W/ 1/4" STAINLESS
**TEMPORARY -RESEED ACCQRDING TO OPTIMUM SEASON FOR DESIRED MANHOLE STEPS ~ i6" O.C VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN STEEL STRAP.
HEIGHT BEFORE MOWING; OTHERWISE FESCUE MAY BE SHADED OUT. 48„ 4" GALVANIZED VENT PIPE
EAST JORDAN EJ-2026 WATERTIGHT
OR EQUAL W/ CAVI VENT BASE TO BE CAST
LOCKS & GASKET, g" IN MANHOLE COVER
•a a ' 24"
v' 1 4" b d.. p d..
4''
a
1 r' ~ ~ ( w
0 1 NOTE: EXISTING PAVEMENT IS TO BE SAW-CUT PRIOR TO REMOVAL. ; . 2000 PSI CONCRETE JCRETE - 4' 0" TYPICAL
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12" TRENCH 12" , ~ a
WIDTH ~ ?
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TAMPED EARTH TOP OF PIPE ~ ' ~ ' ' ~ ~ ° ~ ° ' ~ A
FILL IN 6" LIFTS
SEWER MAIN i 8'-0' MIN. FOR 42" & 30" DIA. PIPE 0
(SEE SPEC.'S} m Q
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NOTES: 10'-0" O.C. .ea. ft ~ ! ?d e e ~ W ~ n d~ 60 PIPE a~ ° ° ~ x g _0 BOOTS NOT SHOWN ~ : e ° :;d , . O ~
DIAMETER ~ • . ~ , .d, ~i ~ ed . d FOR CLARITY ~ , d Zi ~ m
1. FENCE FABRIC SHALL BE A MINIMUM OF 32" WIRE FABRIC o R _ 6' MIN o !N WRDTH AND SHALL HAVE A MINIMUM OF ° a 0
6 tiNE VNRES WITH 12" STAY SPACING . MIRAFl 140 OR EQUAL ~ ~ ~ d. ° W e ° a ? d O
2, fiLTER FABRIC SHALL BE U.V. RESISTANT x ~ a ° ° ~ ~ 01 . . d e ° d
IRAFi 140 ORE AL .FABRIC SHALL o ~ (BLACK) M QU ~ ~ o
BE ATTACHED TO THE FENCE WITH WIRE TIES . a b d . d pd,d ° ~ d. be ° ~ e °
~ iv o ; w 3. STEEL POSTS SHALL BE 5 0" IN HEIGHt AND o ~ r<, ~
SHALL BE ~ THE SELF-FASTNER ANGLE STEEL TYPE . ~ a ~ , SILT FENCE REQUIRED IF 50 OR LESS
5 TO 6 FEET IN HEIGHT AND $ kW' OR AS REWIRED BY FIELD INSPECTOR 4. WOOD POSTS SHALL BE ~ ~
3" TO 4 IN DIAMETER .WIRE FABRIC SHALL BE •d d d as ~ ed ne e ~ °
FASTENED TO POSTS WITH NOT LESS THAN ~ 9 WIRE STAPLES i i/2" LONG . CTION a, e a ° ~ a d°~ °n e'~ a- y •d °a .0a a° a d eaq , _ 1 e d / d ~d
ELEVATION SE J
WIDTH VARIES
DEPENDING ON ANGLE W
N.T.S. " " - " " - VIEW "A" - "A" -ANGLED MANHOLE
U7 ~ _
J Z
_ Q
N.T.S. ~
SILT FENCE, FULL WIDTH Q~ W Ip
NOTE: MATCH EXISTING CHANNEL OF CLEARED AREA, BOTH SHAPE AS CLOSELY AS POSSIBLE SIDES OF THE CHANNEL z
WHEN RECONSTRUCTING THE CHANNEL
..4: SEE NOTE w O
~ ~ ~ 12" MIN. BELOW LEVEL - W Z
~ ~ OF LOWEST BANK ~'~Y 1 * MIN. 2/3 STREAM MO1H ~ d
STREAM .3' d. ~ J
CHANNEL CLASS I J
'"4 RIP RAP co ooooo$ _ 4 i; (n W J
ti O OL U 6' WIDE BY 12' LONG (f
O 's:. N
ELEVATION m 18" THICK LAYER OF 1 RIP RAP AND 6" G
THICK LAYER OF 7 WASHED STONE, FULL ~ ~ BACKFILL AS W SPECIFlED W
WIDTH OF CLEARED AREA AND FROM TOP 2 -0 L FLAr~ ENo
OF BANK TO TOP OF BANK INCLUDING 6' 7 WASHED STONE , He MlN. 3 x N m CHANNEL BOTTOM. AT CONTRACTOR S RIP RAP i-J[. ON BANK I I.-
OPTION, X57 STONE MAY BE REPLACED 36" SEWER MAIN m
~ WITH FILTER FABRIC. W FLOW ~ ~ 'h
SEE PROFILE FLOW = M CHANT L BO TTOM '^1'
d D o D ~ ~ LL
a o o p p> o ce 18" HAUNCHING o da d 0
~ SEWER MAIN W EXCAVATE AN 18" THICK IN q EXCAVATE AND PLACE CLASS I RIP RAP e d fT A° 0 0 0 0 0 a ~ 1~1~111111
3xH 0 18" THICK IN CHANNEL BOTTOM AND ON SIDES. \\\~~1 r t/~~~/ ~ /'1 ' 00000 1l/ ~i
n _o?inn.°po_\ I i.
o MIN. CCUUINU o°° 0
o ^ DRAWN BY GRG
° I1 ° - 1008 0 CHECKED BY GRG
RIP RAP CHANNEL REINFORCEMENT DETAIL TEMPORARY ROCK CHECK DAM ou OUTLET PROTECTION DETAIL PIPE BEDDING DETAIL n, 0'6
NOT TO SCALE N.T.S. •°o° r1 NOT TO SCALE °a PROJ. NO. 00049 NOT TO SCALE ° ` °00OO0.
DATE JUNE 2001
cm) 'runn~n~~~ 5 31
4 4
SHEET OF