HomeMy WebLinkAbout13-3147 163 Pole Line Rd Utility and Drainage Plan Sheet SVON T
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12"ADS N-12 SOUD WALL PIPE OR WRAP PERF.PIPE N > ��
CONCRETE COLLAR AND FRAME WITH FILTER FABRIC EXTENDING 1.0'INTO DRAIN ROCK. �-VARIES OF \
AND COVER PER ISPWC SD-616 MORRIS INDUSTRIES INC.,MONITORING WELL LID 12"MIN OVERLAP OR AS
CIXOVETE COLLAR W/SLOTTED OR APPROVED EQUAL AND CONCRETE COLLAR RECOMMENDED BY MANUFACTURER \
COVER ON INLET PER ISPWC O 1
SD-615 SET FLUSH WITH FINISH GRADE. FINISH GRADE N S \ D„QY��(L41~ 1 1-OS-201 3
-- �\ !.TOT Sn�p -
12"IDS CAPS -._ -- \- ___.._.___.___----------- ___._..___----- O OIy'CO.,_ -T--------
12"MIN (AS APPLICABLE) A '-�----m---
BOISE VAULT SAND AND _-.� m.,ra3-aaaaZgj{C' -a3esda
GREASE TRAP(OR EQUAL) 9" FILTER FABRI _ \ -\
HS-25 LOAD RATING SEE 12"ADS N-12 PERF.PIPE (SUPAC 4NP \ INSTALL -
PLAN FOR DESIGN OR EQUAL) O \\ s \ INSTALL 1-2"CORP STOP TAP
ELEVATIONS O O.OX SLOPE(FLAT) - 1-12'X12"X6"TEE
OF t - \ - _ _ -- -- -- - -/`1-6"GATE VALVE 0 10 20 40 60
SUITABLE, �ITORING VARIES 1-THRUST BLOCK W
UNDISTURBED BASE�" 2"W SHED DRAIN ROCK WELL .w \\........ sw \w -,.,w w_..-. -- 2 .. -�''I`I'I; ,..,. x---_ Plan Scale
SIZE VARIES \ \ �� J ---------
EXTEND BOTTOM OF SUMP 12'MIN. EP
(SEE PLAN FOR DIMENSIONS) - - L 3B LF -O' Z
4"PVC
INTO DRAINING SOILS PERFORATED PIPE _ --- --- - ---_ ------- 0
l-' Q3trP,wya sy •+`aye `''<� ...y. ;; ,v, ., �- w W - INSTALL 10 L GENERAL NOTES N
F•4,,, ''' �Y'•"b•'�: 2 MIN DEPTH c,.'c'`^�'%'Y.+ - -_ \ W W s, ", y W PE 2"WATER SERVICE 1. ALL WORK TO BE DONE N ACCORDANCE'MTH THE f
A.s A.a 'W Fdr. '' `• `r:•y s, `toM"•'+,` s,bay ' tv�" Y s, ",ri:±F.• ���� ♦ - .-1 �C _ W �W >
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b r;,r�;\,,•: '+ ,+r,^,(}. .>F?".aA?+ �.y�.y. `.h',>..`o?.ASTM C-33 SAND rf.{xtJ;+'�+i`?y r:,:..c+ra' a -•-- - ..__ .r W y W a WORKS CONSTRUCTION AND THE CITY OF TWIN FALLS
12 O 0L MIN -
W E t LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC k'
SM
7 / ENGINEERING DEPARTMENT STANDARD DRAWINGS AND
a s/N SPECIFICATIONS. NO EXCEPTIONS WILL BE ALLOWED
p0\� PROFILE 3'MIN TO SEASONAL 12"PVCNO 0.5X MNF PROPOSED INSTALL 2"WATER METER W I UNLESS PREVIOUSLY APPROVED IN WRITING BY THE
HIGH GROUND WATER \. I" TRANSFORMER. PER CITY OF TWIN FALLS PROJECT ENGINEER.
I \c STANDARD DRAWING W-1. E W
.� SECTION A-A \ - \.I: I 4 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN
NOTES: APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER OR �'�3. EXCAVATE SEEPAGE BED TO BASALT AND BACKFILL WITH FREE DRAINING \'- \� 1 �. I -� ANTICIPATED GAS W. COMPLY WITH IDAHO CODE,CHAPTER 22,TITLE 55
EVIDENCE OF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE MATERIAL TO BOTTOM OF SAND. FREE DRAINING MATERIAL EXPECTED \ - I { so SERVICE LOCATION. REGARDING UNDERGROUND FACILITIES DAMAGE
BOTTOM OF THE FACILITY DURING CONSTRUCTION,OR IF FREE DRAINING 10.5' BELOW EXISTING GROUND SURFACE. SEE GEOTECHNICAL REPORT BY INSTALL 80 LF° _I soco PREVENTION. THE CONTRACTOR SHALL CONTACT THE
MATERIAL IS NOT ENCOUNTERED. MIT DATED OCTOBER 31,2013 FOR ADDITIONAL SOIL INFORMATION. �� 12 PVC O O.SX MIN. APPROPRIATE UTILITY COMPANIES OR DIGLINE
- I\ \\o INST�L 17 LF I (1-800-342-1585)FOR EXACT LOCATION A MINIMUM
\ OF 48 HOURS PRIOR TO DIGGING. °z
2. CONTRACTOR SHALL INSTALL ONE MONITORING WELL(S)PER SEEPAGE BED. \ CE.
AN ADDITIONAL MONITORING WELL MAY BE REFERENCED FOR D., I I ,,. \\ I a. E \ I 3. UTIUTIES ON THIS PLAN ARE BASED UPON DIGLINE
CONSTRUCTION,OUTSIDE OF AND ADJACENT TO THE SEEPAGE BED. T \1 /I.SLTRAFFIC RATED \\c MARKS,RECORD DRAWINGS,AND FACILITY MAPS.THE
SEEPAGE BED _ ! $ \\ I V CLEANOUT PER ISPWC SD-506A. f CONTRACTOR SHALL TAKE EVERY PRECAUTION TO
y,1 PRESERVE AND PROTECT EXISTING FACILITIES NOT
NITS
I. `. SCHEDULED FOR REMOVAL AND COORDINATE WITH THE
•�, \'��r I I s \ PROJECT ENGINEER IF UNEXPECTED FACILITIES ARE
1 Y' I 1 I ENCOUNTERED.
Y nIII 4. ONLY PLAN SETS STAMPED'APPROVED FOR -
I CONSTRUCTION"AND SIGNED BY AN AUTHORIZED 0
REPRESENTATIVE OF THE CONTROLLING GOVERNMENTAL
AGENCY SHALL BE USED BY THE PROJECT
__ a ,( CONTRACTOR(S). J
{ Drywall Inspections requwell pit le gth,follows: _ y I �_INITAII 1g2 LF 5. ANY PLAN CHANGES REQUIRES APPROVAL BY THE J I. Bud depth)
a lee - INSTALL 50 LF \� e PE 2"WATERSERVICE.
p ( gth,W1dth, \' 3DESIGN ENGINEER AND THE CITY OF TWIN FALLS.
MIN. (METER TO BUILDING) Q
and depth)with geotextile fabric in ` INSTALL 58 LF � 6. THE CONTRACTOR SHALL RE-EXCAVATE ALL TEST PITS W
Place on all sides. I � \, 6"PVC O 1.0%MIN. I (IF ANY)AND BACK FILL AND COMPACT TO 95X OF z
�� \ AASHTO T-99. TEST PIT LOCATIONS(IF ANY)ARE
2. Ind catch
of 2'+-to rock backfill / "I � e IDENTIFIED IN THE SOILS INVESTIGATION REPORT.
and latch basin installation. I 7 7. THE CONTRACTOR SHALL CONTACT THE CITY OF THIN
3. Final inspection. .. s -
Please call 735-7294 i 41 FALLS PUBLIC WORKS FOR INSPECTION OF ALL S70RM
INSTALL TRAFFIC RATED ■ DRAINAGE FACILITIES(PRIOR 70 PLACEMENT OF FILTER
CLEANOUT PER ISPWC SO 506A. \ FABRIC 24 HOURS MINIMUM ADVANCED NOTICE. W
B 4 I \ £ WI 8. ALL STORM DRAIN PIPE SHALL BE ASTM D3034,SDR U
1 .I ` 35.OR APPROVED EQUAL,OR AS OTHERWISE INDICATED Q
HERE" t 58 LF __- �,.1. 's s r x I ((0 9. REMOVE NAND DISPOSE OFF-SITE AT AN APPROVED z
/ 12"PVCNSTALLO 0.5X MIN. I 6 25 LF 4" ! y UNDERGROUND POWER CCZ LOCATION ANY AND ALL EXCESS MATERIALS. W Q
PV MIN. . 1 SERVICE TO BUILDING. 10. AT THE COMMENCEMENT OF CONSTRUCTION,THE z >G J
EE ELECTRICAL. ��' CONTRACTOR SHALL DETERMINE THE ELEVATION, Q j1
(' LOCATION,PIPE SIZE AND PIPE MATERIAL FOR ALL
LS0 I, WI POINTS OF CONNECTION AND CROSSINGS.THIS � Q LLI
-R '(�G ,�.�L 'J}[ - INFORMATION SHALL BE PROVIDED TO THE PROJECT
vNI I, 1 _ �I - W_ W I ENGINEER. 0
G�M�C'A`TORS I N W : 11. ANY UNUSED WATER SERVICES STUBBED INTO THE 1" z
11 nd a m coons 1� �F PROPERTY MUST BE TERMINATED AT THE MAIN. (/7 LU
Estes G,C• DIM I, INSTALL 9 LF 4" GAS ER. W J Q
C-2,L3.0,Posts,fences,growth,trash,storage and other materials or objects shall not be placed or ke near fire �BG_ C7/ TNtlIIL,'. WC O 2.OX MIN. W) 12. INSTALL CONCRETE COLLARS PER ISPWC SD-616 J
N�
hydrants,fire department connections or stem control valves In a manner that would prevent that would VS ,�F Milli,
AROUND ALL RIMS,CRATES,AND METERS WITHIN
Yd P Y P rf P� �\• ., � 12 11ASPHALT. N Qprevent such equipment from being Immediately discernable or hinder immediate access.(IFC 508.5.4) � �OQS �(014 I PI IWI w U D(J
INSTALL 26 LF - ° KEYNOTE Q
12"PVC S 0L MIN w 2I
211moact Protection n _ INSTALL 14 LF 8' '7>,Cb "'1 Q J
I -- PVC O 0.5X MIN. L 1. INSTALL 1500 GALLON GREASE INTERCEPTOR-SEE 0 G
Above-ground gas meters and piping shall be protected by a battler In an approved manner complying (X �NA,
't. PLUMBING MBI3G FOR DETAIL. U e
with IFC Section 312. INSTALL 111 LF 12" "�• , IE IN=3635.30 W 0
{ o n, ADS PERF O 0.0%'- g I IE OUT=3535.00 O
IFC Construction
Posts,Guard posts shall comply with all of the following requirements. I '�y�J,, 2. INSTALL AMCOR 30"DIA.CATCH BASIN/INLET BOX OR
1)Construction of steel not less than ainches
post In diameter and concrete filled. I 1 FF=3639.50' F APPROVED EQUIVALENT. Y
2)S not more than 4 feet between posts on center (, B '�,"t' RIM 3637.64
31 mot less than 3feet deep In a concrete footing of not less than 15-inches In diameter. �,,. 1G IE OUT(S)3634.64 O
I >. SUMP 3833.64
4 Ithed the top of the posts not less than three feet above ground / I I �..I ] J
o ed not less than 3 feet from the protected object. `I l W W 3. TAP SEWER MAIN WITH PROPOSED SERVICE PER CITY
OF TWIN FALLS STANDARD DRAWING S-B. m
INSTALL 13 LF 8. IE 3632.67(VERIFY)
PVC O 0.5%MIN. N
10 s, 4. INSTALL APPROVEDAMCOREQUIVALENT.
30"DIA.CATCH BASIN/INLET BOX OR
RIM 3636.99 0UIVALENT.
IE IN(E)3633.91 t--I
I ,1 W INSTALL 37 LF 6" IE OUT(S)3633.91 N "
SUMP 3632.91
I W PVC O 0.5%MIN. �. ;.
INSTALL 98 LF /
SAND&GREASE TRAP CALCULATIONS PVC O 0.5% MIN. W ( I 5 APPROVED. INSTALL MEQUIVALENTCOR 30" A CATCH BASIN/INLET BOX IXt _J Z.
W W W W Y IIW RIM 3636.21
WINSTALL TRAFFIC RATED
\ S IE IN(N 3633.51
_ INSTALL 130 LF 8' CLEANOUF PER ISPWC SD-506A.
S&G TRIBUTARY THROAT THROAT - - )
_ KEYNOTE AREA(Bc) FLOW(d/a) AREA(sf) VELOCITY(I'll.) PVC O 0.5%MIN. IE OUT(S)3833.51
W I SUMP 3632.51
6 1 0.92 2.74 6 0.46 x: ...t 6. INSTALL AMOOR 1500 GALLON SAND AND GREASE
I TRAP OR APPROVED EQUIVALENT.
g -DESIGN EVENT IS 100 YEAR STORM WITH 7c-10 MIN. ( 1 u", so o so -so so soco _ ___.._ RIM 3636.73
Q - - _..- �:___ "I --- ---_ IE IN(N 3632.83 DRAWING STATUS:
" IE IN S 3632.83
u_^ `- - I- -- BAFFLE 3632.73
- _n E our(E)363z.73 FOR AGENCY REVIEW
EED 8Y SEEPAGE BED CALCULATIONS TORMWATER SEEPAGE BED DIMENSIONS SEEPAGE BED VOID CAPACITY -I-- _ III a
o n I;:. . W W SUMP 3631.7.3 36
^ KEYNOTE AREA(af) DEVELOPED(c� LENGTH x WIDTH x DEPTH VOLUME(cp RATIO (cf) - 1 -' "- --- c' 7. EXISTING SEWER MANHOLE
a 8 1 39.942 5,327 111 x20 xB' 13,320 0.40 5,328 R \a.• j EX.RIM 3837.14 ADJUST TO FINISH GRADE SEE C3.0
FG RIM 3636.98
NOTES: \�y IE NTRAC 9
1. DESIGN STORM EVENT 15 1.6"FOR 1 HOUR OVER THE ENTIRE TRIBUTARY AREA. O -_. .__ -J L ....... ..... -_. ._ ._ - -. ------------
0R TO
FY MANHOLE
_ 1 SEEPAGE BE - PER DETAIL THIS
2. INFILTRATION RATE OF 2"/HR.(SEE GEOTECHNICAL REPORT BY MITI DATED / LOWERE07PRIOR TO CONSTRUCTION.
N LID CAN BE
10-31-13.) c.._
_ � % 11'x6' D SB 1 P
ri�- �.=�aP- -�P t• �l)r - \ fir\ e,v--r+-"-�,-w �....�r 8 SHEET.
it-_-T , T ._ r 7_......._....--.. - _. .I - TOP OF ROCK 3635.70
HE 3632.60
BOTTOM
629.70
PI--_ _....._PI .........PI- PI ..._..-._..PI ..........M..-.....--..rl PI -- P P --._..w ___..%_._-._._PI--PI- .....p, FI,-..-... n.-..._.. ESTIMATED BASALT33626.60 ENGINEERS.SURVEYORS PLAN
NERS
(J �I --P O IV30"DI CATCH BASIN/INLET BOX OR
- ..
-._ �LnxJ
'Sa h. 9 APPROVED MEQU 30
�J il\ 9233 WEST STATE STREET
n BOISE,IDAHO 83)14
\�a RIM 38E8.38
q0�q ( PHONE 1208)fi39 6939
I O 3 3 3633.83
FAX(208)6396930
$ ----_�-'�'-'-� d SI-'-- 951-�->'}-....-51-'--"--�- SUMP 3832.85 DESIGN BV: BCM
10.CONNECT TO 8"ROOF DRAIN DRAWN BY: 8CM
A IE 3636.50d: CHECKED BY: KSK
-""•�•- SEE PLUMBING FOR CONTINUATION.VERIFY DRAIN UNE
a V �`-- -�--- LOCATION AND ELEVATION PRIOR TO CONSTRUCTION.
V � V Q �_ � V ------__. DATE: I1/5/2013
_ --_ 11.SEE PLUMBING FOR CONTINUATION AND BACKFLOW PROTECT: 13-111
a d v _ v ..----._,_•__. "_- PREVENTION.v V V SHEET NO.
SNOT DRAIN STORM a ,� V V 12.SEE PLUMBING FOR CONTINUATION
V WATER ONTO ADJ4ENT LOTS IE 3635.50 C2 Q
V 9 G