ENG PROJECT ASBUILT/ PROVIDE AOL LA%VHM COV" WIT 1E1M 4' PERFORATED WV GUIf.
HEXBTS W1 A CONCKM COLLAR INVERT ��r TOOTDG GRAN LINE MO LINE
TIGHT LTd
Q / OF PIPE AT CLEAN-0UT TO K W?/ / ` \, \ a CH BASII AT 1D FROM CORNER OF HOUSE
INVERT OF 5EWER LINE CONCCrION To `
,�'� / OE . a 609.AN F SLOE of PIPE 15 Y OF S `i T
�(( 204 Axalolt rlrE As rETRarr of DoG� hey ��+ r► NET �h
V / EMVP05 UMMM EATS • / i
AO / EXIST , ELEVATION �\ ` S.
� \ \ �ca
PROP. • $4O.6
/ DS PIPE = l46
EAST. SEWER LIE TO BE CAPPED AT f / FTG PIPE AT NG
NT
EDGE OF EASEMEAND NOT REUSED. •/
NEW SEWER LATERAL 15 PROPOSED AND / � -4' ABS PIPL OR SEWER LINE
15 TO BE CORE PMLED AS PER CRY / // 145" MOUSE TORE STUDI ED \ \ �� TING, STORM DRAIN
5TANDAR05 WRM ROMIIC 5ADDLE OR/ �{' %/' OUTSIDE OF MOUSE 2 PT. FROM 2 4' Rk� \ \
EQUAL. SEE CRY OF EDMOND�' � FT. STUB. CaI*W W14' 50R 36 ��� M DRNN PIPE AT �p � LK M TOE BASIN 12. TYPE 48' 4
51ANDARD DETAIL 55-202 / // ( ,GASKETED SEWER PIPE TO6' PERIM.OF ALL EXT.CR+CKM ORAN PIPE cowecTpo. TOP -162. .1E=14622 (12j
SEWER CLEANOUT. INVERT EL. OF 2' FTG5. INCLUDING CENTER \ SLOPE AS I I(
/ PIPE TO BE W3 GARAGE CONIMETE WALL FTG-
COVER UYWRH DRAIN K= AND \ +
FA TER FABRIC, TYr. ' N
4 / I
U)RNER ELEVATION-
/ EXIST = TEA
PROVIDE SCHEDULE 40. 4- RIDGID PROP. • 50
os PIPE - eRuT
DRAM rrrE F DRAIN LINE Is
CLOSER THAN 24• TOGRADE OR rRoro5o
L ROOF DRAIN LINE A INSTALLED RE51DENCE
/ - U►DER CGrLi<ETE PATIO /
MM•i FLOOR 5UD-FLOOR- 16C i „ iT1'►.) BSI / I
NUOU5 4' KW TOP OF LOWER FLOOR SIAD 148E
PERFORATED rVG DRAIN PIPE AT
OLITSIDE OF EXTERIOR CONQETE
FOOTINGS. COVER WITH 1 VI
DRAIN KOCK AND FILTER FABRIC
�/ \ ,_�COR/ERELEYAT1pN APPRO70MIATELOCATION OF80RINCiLOLAT I� •4
\ DRT AWAY FROM MOUSE
EXIST. =149' B-J FROMNELSON GEDTELTi'C/1l ASE�OC, INC.NC' � _
\ PS Pl SOIL REPORT DATED DELf1+8ER ". FI 6, FILE PROVIDE DMDER N GUiT9t AT V4 PER FT (MN
YP
/[J8S31B. FIRsLXZE 7 R �/ / I
/ MAM AN 3 OF HOKVDNTAL is GUTTER TO GARAGE CORNER AND
/ SEPARATION BTWN THE WAf M i : / I ! NORIEAST FROM E10E
SEWER AND STORM 5MCE UNEE I 5 70 5�
• � AND DRY L TlUTES POWER, M4W- may p
���`? FROMMAIN LINES. 1-YP-
TOP OF REOLA�D �+ G5� i OUT9DE GAS METER LDC/1T10N �,jF�'�'D Vr" _I T-1
/ 01awv� _w A
osEo SLAB• RE/1TODRA1FNt0oR % f / I I f 1N`Tb 11L�V�l dx 101
WELL � � :. / / �aYwELL
NEW FENCE TO MATCH EX191. (hEKlif.- - %�,- Y P RETAINING WALL FOR
/ MATERIAL 6 CON5TRl1CTION1 WEST OF -� I GARBAGE CAN RECESSED AREA TOP
EXIST ORAN GRATE; bQ ST�fb _ OF RETANG WALL • 56,9 UEVATION
WATER METER NO �"- T AlrI J
REMOVE EXIST 314' WATER METER _ CORNER ELEVATION
THE BACK OF THE WATER METER 5 TO BE ON THE
EDGE OF THE EASEMEW (DO NOT LOCATE +
METER N TIE ORNEWAY) ; - O AY'LINPeRGROLIND "
NSTALl WATTJt 5ERVKz LIE FROM THE ELEC11tlr,AL LIE TO OPER COR ER O PVC RIGID DRAIN PIPE FROM
�F nE METER TO THE MWSE THIS 6 RO CORNER DOWNSPOUT TO CATCH BASH
TION OF FIRE APO MOUSE. Y SCHEDULE s / / AND DRYWELL. USE 4' PVC
DOMESTIC SERVICE e0 rK ELECTRICAL Ar>o~ L/ PERFORATED DRAIN PIPE IN DRYWEU
CONDUIT RAP AT? ft FT" w �
-i�N6k�f�M'E+Nf9lY1t1M0/tlTiT1 �twRt � f �� (�i M. � R .4' PVC - - . � CATCH BASWYARD ORM1(IE- tS93)
f t, EXISTING EXIST 314- WATER Tl'P. DOWNSP� to INFILTRATION MY WELL PER
F LA/O5CArE RRIGATM SACKFLON A55EMBLY p METER, RErLAOE WITH / COE ENG. DETAIL SDfi38
15 USED LOCATE EAST of NEW WATER METER — NEW rwnTHR METIER ¢' 9 (W) x 5 " x 22' (D) I Ci WIT I o r+ x 5 p
(MINLOCATION onK 1oP.VAaLPlowe &V TOP of Raac ELEV W.
ELEGT1RCl1l llEGim6S9ETFJRATION *AT"wnTnPD VV05CArE IRRIGATION �ASSEWY BTM OF ROCK ELEV EiRSB
OVERFLOW .. oEerTltENalPAw 4 wRBAD
,i 4
s cuss s� OF t�e-kn''GLL-
�1, lo'x �fl X 51 CRY v�l ALL, TvR _ 1��w1 v10� �C �AL�(s
bcrc A- � V�e� rl4A4 \NA
1 "1g 0 ( V 1 STA DEL Mee- i>t-iyE
#4 KEBAK @ 5" O.C.
PERPENDICULAR TO DRIVEWAY
#4 REBAR @ 10" O.C. PARALLEL
TO DRIVEWAY
4" (MIN)
PIPE OUT`_
DKYWELL
CLEANOUT 1\
TEST PLUG IN PLASTIC
BOX MARKED DRAIN
5/8" CLEAN 5/8" CRUSHED
CRUSHED MINUS ROCK
ROCK COMPACTED
G" CONCRETE SLAB
1 1 /2" SAND 4" PAVE
0
10'-01,
4" (MIN) PERFORATED PVC
UNDERDRAIN PIPE PER
W5DOT SPEC. 9-05. 1 (G)
UNCOMPACTED NATIVE
MATERIAL, SCARIFY 3" (MIN)
1 1 /2'' CRUSHED CLEAN
WASHED ROCK, SEE NOTE 2
DOWN5FOUT I N EI LTRATION DRYWELL
FOR SECTION A -A
SCALE: 11211 = I' 0" HITCHEN5 PROJECT, PERMIT #13LD2020-0433
17901 V15TA DEL MAR, EDMOND5 WA, 9602G
GEOTEXTILE FABRIC ON
51DE, TYP.
ROOF DOWNSPOUT
z
a
4" (MIN) PVC DRAIN PIPE
a
PER W5DOT SPEC.
9-05. 1 (5), 1`051TIVE
x z
o
au
SLOPE
z
REMOVABLE PUSH-
A
ON PVC CAP
REMOVABLE PUSH -ON
PVC TEE
TYPE I OR I -L CATCH DA51 N W/
50LID LID PER CITY STANDARD
DETAIL 5D-303 OR 5D-304
1' (MIN) ABOVE 5EA50NAL HIGH
GROUNDWATER TABLE OR
HYDRAULICALLY RESTRICTIVE LAYER
GENERAL NOTES:
I . REFER TO THE 2017 CITY OF EDMOND5 5TORMWARTER ADDENDUM
FOR SETBACK (CHECKLIST 1 3) AND INFEASIBILITY REQUIRMENT5.
2. COVER DEPTHS ARE BASED ON VEHICULAR LOADING.
3. PROVIDE 10 FEET (MIN) SPACING BETWEEN DRY WELLS. DRY WELL TO
BE LOCATED 5 FEET (MIN) FROM PROPERTY LINE
NOTES:
1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP OF WASHED ROCK.
GEOTEXTILE SHALL CONFORM TO W5DOT SPEC. 9-33.2(I ), GEOTEXTILE
FOR SEPARATION, NON -WOVEN TYPE.
2. WA5HED RAIN ROCK SHALL CONFORM TO W5DOT SPEC. 9-03. 1 2(5),
GRAVEL BACKFILL FOR DKYWELL5.
3. OBSERVATION WELL SHALL CONFORM TO W5DOT SPEC. 9-05.2(G),
PERFORATED PVC UNDEKDRAIN PIPE. OBSERVATION WELL TO BE LOCATED
AT OUT5IDE EDGE OF NEW DRIVE WAY
DATE:
7/5/23