HomeMy WebLinkAbout88D1004 LEGEND
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A.Z. PAVIN4 GATGH M A4)IN ❑ ' O i = ZSTN ST
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C RU5HtD e20GK GTED SPOT_iij�l JII��I _ � � N E
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GOM,'4. ELEVATIONS / �'� Q z �
� � SLIBl�'.5E 51�ORT NIPPLE CLU SE. / Q a W
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LEGAL DESCRIPTION - O =
at
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52 52 /2/l� Go/✓G -`�. 49 /NW) B R PVG "THE SOUTH 100 FEET OF THE NORTH 120 FEET OF THE EAST 330 FEET LJ A
5� •�4/ 50R Z/ LOCATE IN OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE
�,w8„w B" PVG (£-CVJ, 4O) SFIORT SIDG OF Gam. SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 21 NORTH, RANGE 4 _ !
5. 4a0•¢/ EAST, W.M., KING COUNTY, WASHINGTON, EXCEPT THAT PORTION WITHIN m'
TEE 5OL\/EAT WELD TO PIP'L
f� `.JHORT NIPrL.E 50LV tNT 68Ch AVENUE SOUTH." z
I ' G 35 CL 150 AS COUPLING
50 5o Q z
LOA/y ee)40 \VELD TO PIPE W� RINGTITE x. IPS 0
in C 2 . 43 ,M/N� TRNJ61TION GFh'�KET CONSTRUCTION NOTES O
5-ra TYPE IG c.a. 34x.40
G" 70E MVEAZ W/ EXTLN4,10W 56GTION4 GAP W/ l �Iqn ORI FIDE 1) ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO "CITY OF AUBURN"
IA "f�¢� AZ ?-EG' D. STANDARDS AND SPECIFICATIONS.
LE49.Io ® 2) BEDDING FOR ALL PVC PIPE SHALL 6E sad" M/rVzfS GR/ISHEO 4OLL'
4" UNDER TO 6" OVER PIPE.
3) ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY O
6 USING A.C. MANHOLE ADAPTORS OR APPROVED EQUAL. \dV1V
S EVE R fo�1L co�/Tt�c�L STi�11GT�1 ALL CONNECTIONS OF SDR 21 PVC PIPE TO MANHOLES AND CATCH BASINS
SHALL BE MADE BY USING CI 150 AC COUPLING F7ITH RING TITE X IPS
TRANSITION GASKETS. `V
/ = ZO 4) THE CONTRACTOR SHALL MAINTAIN 42" MIN. COVER OVER WATER LINES. J
5) TIGHTLINE ALL DOWNSPOUTS TO THE CATCH BASINS F7ITH 4" ABS. TYP. ` J
6) DATUM - CITY OF AUBURN MON. 30-H AT SW CORNER 1-21-4; TOP OF VNIZ
BRASSY ELEV. 56.079. .� 1
7) STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED BY CITY F�
OF AUBURN. 10
5 8) A COPY OF THESE. APPROVED PLANS SHALL BE ON-SITE DURING CONSTR*TION.
9) LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE
zap,( 50' ,OLOG. 2z /B. 2 CONTRACTOR'S RESPONSIBILITY TO LOCATE THE TRUE ELEVATIONS AND
/ 5' xrlLO ROGKEQY YVALL LOCATIONS SO AS TO AVOID DAMAGE OR DISTURBANCES DURING CONSTRUCTION.
m
gGfQATG 10) ALL REQUIRED LANDSCAPING SHALL CONFORM TO CITY OF AUBURN ZONING
_ WHER.G OGGL,l45 ORDINANCE, SECTION NO. 18.56. N
VAk/E5 f/N FL,i. 5b.0 ✓AR/E5
_ , SG's / 33. 3 •M 7G.0 11) SAWCUT 12" MINBEYOND EXCAVATIONS AS REQUIRED AT TRENCH OR IF STREET 1
55.0 TO 66.6� 5IA / SG a IS DAMAGED WHEN GUTTER SECTION IS REMOVED. RESTORE STREET TO MATCH r Q
C1/R7 EXISTING. BACKFILL WITH 5/8" MINUS CRUSHED ROCK.
Z 12) SIX-INCH EXTRUDED CURB OR PARKING BUMPERS SHALL BE REQUIRED AROUND
Ref,ORS ro U ALL ON-SITE PAVING AREAS, I-MERE PARKING WILL BE ADJACENT TO A STREET.
Ex/5'/, cONolno7J CA=H eb45/N 0 /Z"P/PE
a 'SLOPE /✓; Z N MAX 9 A SIX-INCH EXTRUDED CURB IS REQUIRED BETWEEN ALL ABllTTING PAVEMENT
-:00E / V: ZH MAX /Z P/PE IC/P RAP P/PE AND LANDSCAPE AREAS.
iW/ 3=G' ROCK 7YP,
\� 13) WATER PIPE SHALL CONFORM TO D.I. CL 52 PER CITY OF AUBURN STANDARDS.
G �'EGT/o/1l A � � ,I A
/ 36E E /G 14) DURING CONSTRUCTION ALL CITY STREETS ADJACENT TO THIS PROJECT SHALL
f /"�/07 -- BE KEPT CLEAN OF MATERIAL DEPOSITS RESULTING FROM ON-SITE CONSTRUCTION,
R/4, /-73 AS DIRECTED BY THE CITY ENGINEER.
/946 ' 15) PVC PIPE SHALL BE SDR 35 WITH 36 INCHES MIN. COVER AND SDR 21 WITH
Z'.56'67' 18 INCHES MIN. COVER.
� )
Z.E.-54..6 NB��•4(el I/`C Z97• 7/ / L /00.1G 16) CITY SMALL BE NOTIFIED TO VERIFY DEPTH AND PIPE CONDITION PRIOR TO
•„ ... INSTALLATION OF SANITARY SEWER CLEANOUT AT NORTH PROPERTY LINE AND
160' Fy / PRIOR TO BACKFILLINC. �I
R/P-)RAP 6' 1FGJ\�/ Bc'Rp\V L1 17. CONCR6TG P/Pe SHALL 7L ASTM C- 76 C[A55$„1/3,, o" tab/cA77vN 3� J�a\� V
OCIK 50.0 /5 UT/L/7Y
RIM 55.9 4 1'Y 7
Q3 I SE Uz" SE) 53.dd tlj u> E EMEN
']yhE /Ge-S*3 lot. , UN ' STORM WATER R=E:NTSON DESIGN
N Ss u
�f see BU/L�/NET (7752 5P) NEw'-46=J1'� FV �Ey'�
0 ( Jr� p Ff LrLE� • At
50R. 35, 5=, 6�5 �- s RUNOFF FACTORS <C> = -
N 57. 9/ ri . Y) 49.vs �. Ii DIED sire (Ca)
= .9
1p1 55 C.O. -Z
�t > RJIv', ��5.99 G I41
U /E(W) 53.0/ RIM 6Z62 �. P 4 160 19 Z. '4a/�9
/ /E(IT)5z.99--1 JE 52.74 " W 1/ 11
5 =.^/ MIN Z IMPROVED AREA <A> r \ I
/E(/YW753. 49 EX. 60-/2 dPVG . i a
ass . 00/6 G2. SY \ IMPROVED AREA (A) = 30000.00 sf / 43560 = 0.6887 Acres
\ T r
W /
0
. W
57 ,,.0 T ." J INTENSSTY < I >a _ f"" /G e:AD ; s J 75►E /� c� m
R/M '31r.P 55. 8 -K.Nr .� w /_; - � /GB 9 � TIME OF DISTANCE TO CATCH &SIN lD =1.256.60 ft.
O .ohs. / S /Z'i6 - a- =e 6�(/ •t/ S Y m -,q/J./-t p 5_ TIME 0P CONCENTRATION(1 tT = .6 + 0 l MA W 60 = OM CURVE) N
E(4"/Y) /�/ f•L' S !Y' TGH �3 ' ALLOWABLE DISCHARGE (Oa >
r AY=AA !4 MEJ 5 (lo M 7Yl'•' /Nap V)
�1� • \ 4 •�B' MINUS V7J 56.44 I 'O Q. = Q. = Cs x I x A = 0.16838 cfs ��uu
U1 cRUSNErJ ROCK _ Sr.-:,, sr sr 94g'- 1r rc,
J 39- - - 51O, REOUIRED STORAGE ( Vt >
(5 AbT*17 /C.. cam- E L 56. /Zx e TAFrlll,,* TEE `> V
Q. = Q. I A x C1 = 0.271 cfs/Ac 1U Z O
\( \ 1 .43 GL 52 •<,7 (FULL �LE� P P groRA E TIME (T) = -25 + (2194 1 Qo)T.s = 64.86 in. 2
\ _ \V- / d° (/ACNE rE'GONG. 5-K(q Vs = 3510 x T / T + 25 - 40 T Qo x T = 1828.66 cf/Ac 2 o
57/ - - p - - - - Vt = Vs x Ci x A = 1133.47 cf O g
ey SEE /JoTE '�`l/ 0 ye V O
' 6'Y PVG ST0 OETENTSON BASIN
�v zq¢, �� GONG. '�', /iz W'ATEK ($p{IARE - 1 C.B. in basin)
TYPE /O cB +�`5 / L;;c R 6Y 3 6DR 2/ 6• .603lr.00 K U V h
Cr) AUSUZY 48'-/2'¢ PV0 OR35 ' DEM Ulm LZICTM wiN�RJM 65.0 sr. /e
1F _1' t 52, 4- 4 g30029 (in.) (ft.) (ft.)
�9 ? W
/ (� /z /1'w) 53. 52 W/3 ' PA✓1,V4 ^LL AROUNO 11 -Z 2 ,
QT 11.33 60.00 fi0.00 3600.00 1133.47
/ E : E Z 6jL1ARD /o5T > q ,n
A•'TCRLNJB 1.00 60.00 660.oe 40805.01 1133.47 I Q
SEE 5/TS f�A�/ f3Y L P,i/ FcN'C C'"6'T'EME ' -r;="=
f�AA//JJ /fir PL/J6 I-l/ R ED li/T8G N6/RIvX�Tt{'�.. Z4 16
El�X/MYT 7M-r f 4¢ 2.00 60.00 340.04 20402.50 1133.47
TRIM 57 GL 300 6 22a6.69 13601.67 1133.47
0 0 1702 10201.25 1133.47
E
IML rI-IERO 4.011.1 w AC /F
R
5.00 60.00 136.01 8161.00 1133.47 m
=oR EK/57 6.00 60.00 113.34 6800.83 1133.47
_. < SE (E� ¢w7 Z� 6`Po11/ 499v DATE
GfX/5T cb IPe'- ,� •",.< . 7Fe•x /'1•/" ' b5
a II DRAWN
SEC�V�41.)C REgUIRED ORSFICE
)kIM 5779 h\ it r7 J�s . r�;• �< /
2E (/Z°Nl 5;Za9 �X�Sr v�\ AREA (A) = Oa / C x 12 x C x 3.27 f0.1T.5 0.047 sf V�
z� CB uE� SZ.6 5 7 ) WA4 7• 3 DIA. (D) = (4 x A / PI T.5 = 1.00 In di = ZQ
=E (f 611FV) Q;Z,to LE (/ "N 57.4 CHECKED
TYPE IG C5a4 2E JOB NO
2/M s6.59:s ;'� SE Cb"\V) SZ•7D 't,b 85/O
z E -
-53:/�-�
y 1• sHE N
g 26 -� r ` I2-4-87
_ � Il/1•J8i
8801004 / of 2
RRGIALN E SONS ixC
s E .. 1 7s+�'• ••la DESCRIPTION__
MOTE : AU- 5uecanv-f MAQQ
TL�YJ k I (D�CIf OP 2= 3 it "THE SOUTH 100 FEET OF THE NORTH 110 FEET OF THE EAST 330 FEET
-""`; "' I j OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE DE
QROPGRtY LI11F CO PyE RENIOVR O UNl EbS 1C 0 U7�'T Y SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 21 NORTH, RANGE 9 QT 1
EAST, W.AI„ KING COUNTY, WASHINGTON; EXCEPt THAT PORTION
CWILLEIICr (LFLEIVL"S PLr.CPgI5S10A!" FQ.OII� WITHIN 68TH AVENUE SOUTH. }I
C (TY TO LIE AV L` M.4CF-R•I AcC. OA( ??OPjERxY. .. : ,,,.. I „ _ - • I
0- - - - 'TON\ ,•, ` T MPo EROSIou couT�ol PDNb -
TOE OF EX. SLOPE -' s�_'1 I(o FTXI(ofT BOTTOM @. ELEJ 63.5
LF� -�__- p, \ p 70� SURGMARGEt- p�.hr• v51Tfi wam SfT x SfT- SUMP e ovTLEr N 1�•, n ��^�o
LAN SCALE h� jROA71
OO ` „yr0 PIPE . 2fTzTd To ylj II 01 10 , 5LOPE 1 WY �Nt.
; VCGTICAL S1DCiSLOP otl 'PoUD UA
TUP F1loE L V/C/N/TYMAP sb � VNFi1T C� �_ _ Jh 2� � : Ly N doe �o (n CO
` F>'D.o � O.aJ � •SIN
S4.a
\\ t 1p
1 J
SriIN,,
/ - - - U
IN T cETi.1��NGE �N ¢ <
3
111 11 ►- 0 k
5-T S4 N DC
n LLJ
O
FJTJRE P�LDCL7. F � S9 . 00 °� INvS'5'L o- s f
0; s cDiJ 5TKUG.T WEST Po R�lo�tJ TEMFbRARY 1p
S.J(3C�¢ADc 58.3 / ISLF IZNGNIp s tr I J
01 0 „ �( W of -WMPoRARY PoKI O I Qos%. II I a = 0
Di iF�a / 4 UPON REP/IOVAL op aIP_RAP s I I INV. S .12 :i V z
5URCF4A RGE - SLOPE d f I Q
II
7aP SURtNARGE ELEU = (oZ3 � � I �' � � 1
yIT
W
ui
_ I\
? N F t . -.. . 5 - 0) ~
1 Lh LL w
I I II0 /O' TORM A6E
A 1 I �
Sb.30 ORAIN iI ��
ASEMEA!
1
TOP EDGE SURCNRRGF-i- M) T Q M
OP 9ALbg4'r Pep-10
r
� ° SLOPE -4 1 SEcno �l) APUASTDS _
s ro >
O 57 TU E
Z \� / 5( GH,4lZGE off L
DITc6A
PREJEn1T PoNDIN j
0 D
NN (� Lu
_ �02°S730" m
L01+1 A2EAS. (2:I SIE I
s1�PEs Iti'1Jt.EP F: = 1940.0o J
100. I(o / I -J m m N
_ r Q at A 8 O a
L ,� f CONSTRUCT otTCLA TEX I(ss) Rn I T _
I f ryI' OIKFLT CFV_ -, _ /
3 li p� (ss)� '� DRALNAbE Aeto,) ID S1Te a ~ a
1 A �S (SEE DETAIL)
4' TOE OF EX. FILL TOP oP RL.t. a�\ _ t
- - �- - - '' SLOPE (wP.) _ S'D.I _-__-___� N v F
L(J
•>>.o - - _ _ _ _ 520 - >
�- 7 (Z' I� � � ` --- -- - Csa) - -- - (,cel � > � F W Q � S
ss - - - - ---- - -
Sb EX.SS MH{ � J
S. 99' 46' c0' W. 3 00- I S
- -� - � ♦-/
i I
(SEE DETAIL (SEE DETA{L� --_ IIJ STAL-1.- SILT FEN)cE 9 E W a
TOP oF• EX. FILL _ - �GL _�_ _ _ __ _ _ _ _ ___ __ _ _ _y�� (SEE Z _ __ _ _ _ __ _ _ _ ___ _ - EX. ML1
l_f IZII pVLQ(1.7� N GR- OP r71. 0 O Q N N W
Pr Duf TD WEh1 INIU - G%S.03 p o > >
a z ° i
j 3
SURCHARGE } _ g " LFGEs/D \� e. Pv� "Ave_
FILL THIS AREA WCTH !/ EX/5T/NG sPor veo.oe H REMo VE D SURCfARCaE / 1 PROPDSE� SJRCaRAOE CNLATP-2t.M_ PfR �ll.S REPO¢-T EX. c.FS. r-
3 / upol,! IZEMOvgL of $VRCHRRGE\1 d sa S�
�/ SUBGRADE Co.UTOUR TOP S'1 63
I / 1 j -�� I NOrE: SuBGRAOE m 6"BELOW it-Ili. 52.81 A Top
'I 6s J
/ SGIQiA,CE H 6E[vw 6'///-0/N6O V
/ GXISTING• GRADE I / } y 'O INJ. 52 5! Inl O
__ I \ -7rErrEM iSi Z. .I y FiN/$f/ FGooR. I�YE►AENCH MeaQ_K'. d 52.25 0.E U
'V - / J �'� N - SPOT SiIBGRa.OE pry-T{ z
S4 11`W WERT J CITY OG AUH UR+,I �f0• H- AlJ z }
S4 - T COAJTOJf[ �LGV 54.0•R TOP OF %'.r O Q
_l- U 1 Ati.ss suRFA4r_ Maa e W J 3 z
' INLU 53.I ' TYPICOL DITCLI SE.GTIOIJ LAW POIu(°P SwvR- R_21 -4 'GTljpgxt»A . F- Q 1: 0
Z _ F-
SCALE
beeµ EAU GENERAL NOTES AND SPECIFICATIONS, U_ z (D
i'' = 2' l2'7LRfORATE'O = S5.'75 r U O = z
TOP F_LCV = Ejb.2 -5 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD z } -
SECT I ON A - A ToTA� Fi1-c, REQf11REFOR 5/TE = 5,400cu, VD5. CO SAe A oma (OPEu� PREPARED
W FOR ON STATE PUBLIC WORKS PUBLICCONSTR TION"
� ~ _j V)
CONE p2pvM0 RIStIZ
PREPARED BY WARHINGTON STATE CHAPTER MERICAN PI1liIC WORKS W Q J (n
= 1 - ASSOCIATION, CURRENT EDITION (APWA) AND CITY ff AUBURN (/I = U J
1 "= 20 ' H. I "- 5' \/. W4'(ERTUn('T - 2s YR STD ^ M 6Y STANDARDS AND SPECIFIGITIONS. z U 0 j >
GOMN(T 4TILA(.PI FlAUD u"e ° 1 I �.� RN ILO ATE. Sv¢FAtE SS.'15 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS O w
'�- (2 OVAf LGb PL A d 1 / I AND SEQUENCES ff CONSTRUCTION AND FOR THE SAFETY ff WORKERS (IJ I- z
'L".l4 Icy RT1c °/ °-0° 1 1 1 AND OTHERS ON THE CONSTRUCTION SITE. V) F V) a'
I04 ° ' / IZ" CMP O - Ld
1 B 3. IT SHALL BE ME CONTRACTOR'S RESPONSIBILITY TO PROTECT IN- � z Ina
_ CsF_oF�R�T`I SI LT TOMO'bnfoM 53.`D 0 4��4 - PLACE ALL UTILITIES AND/OR STRUCTURES WHETHER SHOWN OR NOT LIJ
•1 Flu_ TtFis AREA 5URC +HR6 , FE.1LE PAPSKIG- , 1 . - I �- - "- '�
¢ / -- -- - ' SHALL BE REPAIRED ATTHE CONTRACTOR'S EXPENSE. OPERATIONS 0 N Q
RU 1Tt'I AT7/YJ-1 -lb PD'sT IA�L/S'>.25 'L � DI AIACTI`L OR-IP(GC ,
/ PPUOPOSE9 SADFC(MADE* � I7 1�m4D OLJTLf T l.ON•(TF_0L. � EL[V S"5.75 W m CO /
REMOVED �M�T�ka (rR ho1 S 0 1 3/¢ WASUED t-w hU l_ (YJCLD TO PIPf- FJ.LD A• PROVIDE AND INSURE N SEDIMTEMPOENT
LADARY SWATER DUES N COLLECTION nl
Sa SURctIRRGE Rt-Po z sa c¢AJEa- T¢.E.k�l
TOP DITGIJ _ FACILITIES TO INSURE SEDIMENT LADEN WATER GOES NOT ENTER THE
IN L„�JOD -M (TtM90RA OIL,( r %L iTN 1rI N1�L S\TF- P21oR. Tb COMA EcTI NATURAL DRAINAGE SYSTEM. THE FACILITIES ION BE IN Q �f
koCl1CF FA(ie 1C. Df`-V ELJQMF-N� WILL ILGaI VIA"_ C. APNO� OPERATION PRIOR TO CLEARING OR OTHER
LAND CONSTRUCTION AND E
MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED (D
EXISTING, C+¢ADE 1 1!_a. �1 _ - S Ir "� CA µT•R.OL MN►1"LLR ULJ: TO eio* AND POTENTIAL FOR WSITE EROSION HAS PASSED. THE SILTATION m
- O�.i 1lN.LE(� AfTn.At�-OF CONTROL SYSTEMS DEPICTED ON THE PLAN ARE SUCH AS TO PEET
Avap¢J SPARS FtoW 'y 1 ADD/T/ONAL �YOTES
� � I _ - _ E1 MINIMUM REDUIREPENTS. 0.5 CONSTRUCTION PROGRESSES AND
1. A copy OF THESE APPROVED PLANS SHALL BE ON-SITE DURIN^v
I I,'1 R}7 _ Df_VIt.L.GPMGpfr� UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION N
CONSTRUCrION. CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE DHAw B. CHECKED By
.T UPOt-1 SZ£Mo•/AL- OWNER WILL SUPP Y b'OEIp % 11 411Pt �TT'°M - u UHI 3. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL SILTATION CONTROL W THE PROPOSED DEVELOPMENT. THEREFORE, ,JA.L. G. IC.
oJG¢FLvW SPIu_WAY __ BE rxE COXrRActOM'S RESPONSIBILITY TO LOCATE THE TRUE DURING THE COURSE ff CONSTRUCTION, IT SHALL E THE
OF SQRCL+gRGLE I LETTER, OF APP0.0V L ;1 SLEVATIDNS AND LOCATIONS SO AS To AVOID DAMAGE OR OBLIGATION AND RESPONSIBILITY ff THE DEVELOPER TO ADDRESS
I' TO CITY Fat TN\ �A P P R O V E Q DIS rURBANCE. ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND ECALE DAFE
' - L FINAL FILL DR.c EK ROCK- GUEcr- D&M i ',RL" 0. DURING CONSTRUCTION ALL CITY STREETS ADJACENT TO THIS TO PROVIDE ADDITIONAL FACILITIES, DOER AND ABOVE MINIMUM4/ 18/fJ4
L r G G P,A EIR 13UB170 WORM PROJECT SHALL BE REPT CLEANED OR MATERIAL DEPOSITS REOUIREAENTS, AS NAY BE NEEDED TD PROTECT ADORLENT 1 - 101,
FILL L(G SCAL_ JILT FEAIGE Y GI- AUBURN RESULTt NG FROM ON-SITE CONSTRUCTION, AS DIREC2E0 BY CITY ROB NO
TO NAIDRTN PROP. LINE \ ENGINEER. PROPERTIES, 83192
SECTION B - B TrPlcal SEcT1ON FNC'N-z-R'NO DEP-ARMUE'!�
1. CORRUGATED METAL PIPE ICMPI SHALL . USED FOR THE PURPOSE 5• ALL DISTURBED HERS SHALL BE SEEDED UR STRB11I2E0 OY OTHER
OF TEMPORARY St0RM WATER CONVEYANCE. CXP PIPE SMALL °E
I C GALVANIE ED WITH ASPHALT TREATMENT NO. 1 OR ALUMINUM AND SURFACE WATR MANAGEMENT METHODS FOR THE PREVENTION F
N 1 = 20 H. 1 - 5 V. ✓�// . SHALL BE 16 GAUGE P00. 31 IN
DIAMETER AND SMALLER PIPE AND ONSITE EROSION' AFTER THE COMPLETION ff LONbTRI1CTION.
]VPR(;�EO B 11 GAUGE FOR l0 INCH DIAMETER ANO WAGER PIPER. JOINT
Qr. ---- ------I COUPLINGS SHALL 0E TYPE '0' WITH NEOPRENE GASKETS. -PE, 1 C, 1
v
n F9 23 ? 88DIO04 z o-,C 2
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