HomeMy WebLinkAboutC1.3DrainagePlan EXT'G 8"pp STORMTECH ADS RgTENTION/ N N N M
W W W..WTR MAIN (DRIVEWAY INFILTRATION BASIN ACCEPTABLE FILL MATERIALS: STORMTECH CHAMBER SYSTEMS N N N N
_ 7 ROWS OF 5 SC-740 CHAMBERS a \
7�7
EXT'G 8"PVC SAS SWR 10' PUE BOTTOM OF INFILTRATOR 4696.5 AASHTO MATERIAL COMPACTION /DENSITY p N N o\
RENEE WAY G. ELEC.RED. XT'G FENC BOTTOM OF GRAVEL 4694.9 MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT
(PRIVATE) 5 SI EWALK EXT'G FENCE RNAL FRL:RLL MA1EMAl Tat uYElt b' ANY SOIL OCK MATERIALS,NATIVE FR REQUIREMENT
m M NT
_ roARR1S iAQI TXf TOP Oi 11E'C uYER /R ENp�f 11 Mx^TpA�Eb m
CURB INLET EeoTnx+a RElmIE PA-T SOILS,OR PER ENGINEER'S PLANS.
>TG. OMM PED D e Rxsxm cgnce rams. N/A
/ TBC 4699.94 CHECK PLANS FOR PAVEMENT p1RINmIMATEMnL AND
POA xDF TMEnOEMFNT SUBBASE MnY SUBGRADE REQUIREMENTS. REWP.m Z
12" PVC SO - _ 12 INV OUT 4696.44 b uTEq ¢ m
I SCALE GRANULAR WELL-GRADED G
AASHTO M145• BEA N C011PAo�ignWix[whams•(s��OgEmAw)En\� S=D.S% IZ STARUTSRFApPILL
TIE ippTEA�FIg1ER'C A-1.A-2-4.A-3 p
\\ SOIL/AGGREGATE MIXTURES,t35S CpAP�C ADoi7gWAN evos i��s•0.mm)
L= 0 b EUBmMaT STM('B'wyER)m 1x• FINES OR PROCESSED AGGREGATE. OR -
�- 12" PVC SD 9 G (w00raem�xoiE Tx'"ni nTTH°F:"f PnvE n raq°"pngncwTE 3
` CURB INLET - SIIBB SE w.Y EE A PART a THE'c' MOST PAVEMENT SUBBASE AASHTO M43' 1RxN5.q°u[R DRoss vwpa xaWT Q Q Q W
I S=1.2% 12" PVC SO uyE MATERIALS CAN BE USED IN UM OF 3,357,4,467,5,56,57,6, x°T ro Excm012,a°o ms(v Mu).OYNAxC w
TBC 47DO.25 1 _ _ ]IpCll� 3D• THIS LAYER. 67,68,7,78,S.89.9,10 FARCE xOT To Exam 2°,am ie•(ee xx) g g
4 EXISTING12"
I L= 10 S-1.0% m m m
I 12" INV THRU 4697.25 _ L- 52' o�RmMENT smxE:Ru SU-NwxG > >> z
SPRUCE,18"di.. �� -m r 111E CHAMBERS FROM THE FOUNDAbON AASHTO M43• 0 00
J
B ('n'uTEn)ro THE'C uTER CLEAN,CRUSHED,ANGULAR STONE x0 COMPACTW gEWP:m. W w w
36" DIA SDMH ABm4. 4,487,5.56,57 Of Of o' o-
o RIM 4700.10 AASHTO M43' PLATE CgAPACT OR ROLL TO O
FauuD nax smxc Ru efLow Z w w w
I - = NYLOPLAST DRAIN BASIN S INV THRU 4696.85 A arMaERs m°M THE WSwAa:UP TD CLEAN.CRUSHED.ANGULAR STONE 3,357.4.467.5.56.57 AONLYE A FIAT mRFAa.•• ~ ~~ ~
1NE iWT(1-)OR THE CHAMBER.
RIM 4700.2 w Of Of o' o-
12" INV THRU 4696.35
12" PVC SD D' 000w
- - - - - - - - - w, ,1 - - S=1.40% PLEASE NOTE: W w o_
24 DIA) 36" DIA SDMH L= 45' 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN,CRUSHED, ANGULAR. 0 0 0 0
1 AREA DRAIN RIM 4701.5 FOR EXAMPLE, A SPECIFICATION FOR#4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4(AASHTO M43) - 0 0 v)
I I INV THRU 4697.1 CURB INLET STONE". w w w w
_ SD TBC 4700.48
EXTG ELEC _ '� 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6'
RED. 12' INV THRU 4697.48 (150 Tim)(MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
1 I L \ 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A Z
J 12" PVC SD FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD
- - - - s S=0.93% DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
4 L= 62'
I F •� 12" PVC SD XpO NTq Nq
12".
I L= 23 CHRIS G.
h I I ADS L E ALL AROUND
6 LE NON-WOVENGEOTEXTILE ALL AROUND CLEAN, CRUSHED, eu°Esxi
N{ L ANGULAR STONE IN A&B LAYS FINISH GRADE 8' MAX "
o.iGazs PE
8" PVC ROOF DRAIN " VDRAN 1 .4
PIPING. 5=1.0%TO PERIMETER STONE xP )NA�E�
I CONNECT DOWNSPOUTS ` EXT'G UTILITY (SEE NOTE 6)� ,w,� """ Fw uxvA
ROOF DRAIN PIPING (TYP) i I POLE ---- - -- --C - Gm.R.Mrnua mTmm24T01.•(=.mi T �18' M Nx
_ _ _ - - - - - N K r� EXCAVATION WALL DRAWN BY: CGB
o Y'" CURB INLET 9' DEPTH OF STONE
r-- \ _ (CAN BE SLOPED
TBC NV TH 5 OR VERTICAL) REVIEWED BY: EWR
EXT'G ELEC FINISH FLOOR 12' INV THRU 4698.05 ' \ ° ' DEPTH OF STONE
_ PROJECT ENGINEER:CGB
PED. ELEVATION I I __ �-�746-��12'
SC-740 SUBGRADE SOILS ADESIGNED BY:CGB
- - - - - - - I4702.5 - r
12' MIN 6' MIN '
12" PVC SD
o /III� 5=1.0% (SEE NOTE 4) (~
L= 91 NOTES: i
1. CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER EXT'G ELEC ��1•A
COLLECTION CHAMBERS", OR ASTM F2922"STANDARD SPECIFICATION FOR POLYETHYLENE(PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". CIO
I 11�CC•`•1' L.�
METER 2.CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL
STORMWATER COLLECTION CHAMBERS".
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EXTG ELEC 6 3."ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, ICI ^ O
D. - - -° l CURB INLET EMBEDMENT, AND FILL MATERIALS. Z F�
/N� TBC 4701.95 W
12" INV OUT 4698.95 4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE
/1 I DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. L•(
AREA 4D RAIN / �� 1 / 5.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. Fa
24" DIA 6.ONCE LAYER 'C'IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D'UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO
ExYc ELEC I AREA DRAIN O ^ ley
- RED. � / \ I � REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. � z
CONCRETE O A
I U.G. PARKING L
TEL. � L4 1
OT �ETAIL
\
ADS MC-3500 STORMTECH-TYPICAL DETAIL
PED
NTS
N
EX N "\ OUTLEEXT'G ELEC w�\ INLAND FOUNDRY#772 CAST IRON 4"
I FRAME AND
GRATE.�h I ASTM CLASS O RAY IRON
_ P
OBSERVATION
PORT PER
ADS SPEC �q M
TOPSOIL AND
INLAND FOUNDRY 772 CAST LANDSCAPING W
8" PVC ROOF DRAIN c IRON 4"FRAME AND GRATE.
[[[777]]] .. W
- - - - PIPING. S=1.0% w I I I CONSOLIDATED PERIMETER VARIES Oty 00
CONNECT DOWNSPOUTS TO GRADE RINGS-2"MIN STONE PER ADS 18' MIN h+•1 n
ROOF DRAIN PIPING (TYP) FINISH FLOOR \ III I I I SPECIFICATIONS(TYP) 9'
ELEVATION 24"DIA. REINFORCED
H�j I i, •,I \ / I CONCRETE PIPE HIGH CAPACITY INFILTRATOR
4704.25 c / ADS- STORMTECH SC-740
V 24 DIA - - `� 24 DIA MANUFACTURED TO ASTM C-76 30 `r ," .•�
3 AREA DRAIN\ \ AREA DRAIN- // / „� 6' MIN BETWEEN 46 12' MIN z�y
TEL COMM I I IJI C BASINS
I _ _ _ INSTALL FREE DRAINING ROCK K
GAS MARKER J
BOX
_ _ _ _ _J \\ RKER POST �-24' FROM BOTTOM OF INFILTRATOR TO �' 1 �. �19' MIN
SSMH - -- - _ r j-' 12"INTO EXTG GRAVEL LAYER. - N O
RGST I IS - � ' � ' z o
StlD SVD Stl0 /6'SIDEWALK GEOTECHNICAL ENGINEER SHALL
• BE ON-SITE DURING EXCAVATION _ ® V 00
Un
TO VERIFY FREE DRAINING GRAVEL T,
_ \ MATERIAL DEPTH. (7a
S*N`lTARY SEWER
CLEANOUT i
3 9' SUMP °
` EXT'G STREET 6"BASE SLAB AS EXTG NATIVE__--- Q0
LIGHT a
SECONDARY POUR
EXT'G STREET EXTG CURB 64 GRAVEL LAYER NOTE
LIGHT &GUTTER EXT'G CONCRETE CONTRACTOR TO a
DRIVEWAY GROUT OPENING. INSTALL PER STORMTECH
S S SS S S SPECIFICATIONS r
PIPE O.D.+3' 3 SHEET
24"AC SAN SWR MAIN SAN SWR MH � 6"MIN COMPACTED 3 DETAIL _
w w W GRANULAR BEDDING C13 ADS MSC-740 STORMTECH-PROJECT SPECIFIC DETAIL C1.3
BAXTER LANE 12"DI WATER MAIN COMPACTED SUBGRADE NTS
UPLAND WAY
o
Sal DETAIL o DRAINAGE PLAN
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H OHE OHE OHE C13 36"DIA.STORM SEWERMANHOLE PROJECT:20-112
NTS
a DATE:09/30/21