Loading...
ENG ASBUILTBOLT I I (DOWN-0.3') a'b CAD 1 AIR V�C I B � PROPOSED FENCE N 88'5647" W I ; 203.00' �I TE FINALANDGLOOCATION { _ DC AND DESIGN MAY Nt0.7' j CHANGE DURING ' O I CNN UCTION. S g7191� A V fn F�gn 000 h -1 1 PAST I I � GA �'-- I PP C4 'k ? -��-- PROPOSED NEW DRIVEWAY ROOF 1 1081 108 ; t EH Eli P r x _ ROOF DRAIN ? - PERMEABLE PAVERS TRENCH DAM (TYP.) O C015 m �0 C017 2 RIM. 111.51 G ,� RIM. 1051 6 I IE iQB _ _ 8'= 88 IE 101.5 70 a K C 4 77 34.4' I RIM. 111.5t j SO I (ROVE) 3 IE.• 108 1 16' UTILITY { I ° EASEMENT S ` 1 2 %7 H � � EXISTING O - BASEMENT WALL I v 14 d NW 114, SEC. 249 T. 27 N,, R.3E., W.M. SNOHOMISH COUNTY, WASHINGTON -x 6' WOOD FENCE ,- � \ I o � � tiF C7 \ LI I V I Si i oO10 I I � ,I {�SID /i 6" ROOF GRAIN 0 1% MIA- 33LF 6" ROOF N p SSCO#2 30.4' DRAIN ° 1.47% y � RIM=100.00 '` ®a53% / (I IE=94.00, 6" (SW,E) CTINC DECK (i8R) ` I CB/2 TYPE-1, W/ SOLID UD & PUSH -ON TEE RiM. 104 IE: 101 3 ya SSCO (ro BE REPLACED) -----1 RIM: 96.36 IC: 89.86, 8" CONC (� INSTALL 80 CO W/ 12 CAST IRON LAMPHOLE COVER WRH 1/2" HEX BOLTS AT PROPERTY LINE. EX. CAPPED 1/2" CONTRACTOR TO FIELD VERIFY IRON PEBAR N±O.7' LOCATION AND DEPTH OF STAMPED: PCS SIDE SEWER STUB. - AS NECESSARY. MODIFY ,� 37536" - N 2722' E, 0.23' 03 'TING SIDE SEWER VA 6 ' .4 d a ° / d d d g Q ° S ' (A a W d a a � 0 ^� -_ /'T.S �Q/AHl w �(> ) ,T�0 Q IICV I C3 // _ GARAGE R EXISTING DOWNSPOUTS z ° d a «_� \ (b �) CURRENTLY INFILTRATE d PROPOSED 1' I I_ , I I O� n 1`17=98.3 WATER METER INSTALL A HOSE BIB O II o ITO.50 FF=104.23 - / --- WRH AN AVM AT Z k ( FF=112.32 _ . -. . 1.0 NC ET ����// G Q 1. R 1N G METER DURING I ^��j II - POSED A SSCO/1 I I � / WA L P ) CONSTRUCTION 1 0' POL F COVL 4.5 RIM=104.20 �_e �O i \ WA ,TO , �- ( WOOD DECK BUILDING IE=100.00 II (l /4© EX C.B. HOU , ( ) �.' I 0 Q (� OB ERVATIdN PORTS ` ' I M TOP=96.72 �J(aw" TRACE TRES ._, 1 I � (EXISTING) V I N RIM: 104f (TYP) I 1 O 112.32' { it -J---- / y G 1 ROOF DRAIN AAA.2 --,' Z \` �iC� _-. -- - _ l 11�e-5 _ � I J \ (TYP.) .o 4.5' 6.2' 1 9' CO#3 Or � \ R16104t I I I 9� o 1 I k RIM: 111.25t I fl I V IE. 102.5 i z I i I J I ; IE 110 c " J { \ O 1 I I \ 170.4 -- / II II $DGDI�D, EXISTING /A, e-6u1LDN. leO O O a YALL N TO BE BELOW FX(�C� _ �ex- 1 ►1v I _ ...-. I _ , \, { SAW CUT LINE I \ ` .. _ - 1 04.,. ...i �'P,I C'�s / (GRADE AS NEEDED 10I I a I I \ \ MAINTAIN PRE-CONS)RilCT10N I T POR$H { 20.3' i 0' 1 , : / DRAINAGE PATTERNS) """' / i NEW WA bAY EX MH TOP=107.46 DROP INV=102.51-8" NC.(N) I T\?5 PE-IdATdRRC _ _ ¢=99.73-8" CONC.(N S) I I GAS - � , i DAYLIGHT / / FOOTING DRAIN C012 (� 1 4' FOOTING L - 00 - RIM. 104f CLE4NOUT'� ,' IE. 99 / i RIM. 1101 ^R0.1 i10± DRAIN ----- _ --_ _ _ ----_ 2 - _ _ - _--_-' EXIST DRIVEWAY IE. 107 IE 106.25 IE• 101 (OUT) IROOF \ r r / _ _ L AS LAIW 6" ROOF DRAIN 7TD i� n I J I 13LF 6' PVQ/ OX 117 =10Z I De j i 0! \\ \\ \\ 0\ / o 1 i _ ��i O \-CB#I TYPE-1 o \ 6 -' ,98�. _ z BED BOTTOM OF INFILTRATION W/ SOLID UD 3 0� ROJepv+ \ �P Of pf TRENCH IN NATIVE SOIL. GEOTECH &PUSH -ON TEE OBSERVATION POR75 SHALL DETERMINE BOTTOM OF RIM: 108.5 C3 \ � 1g� \\ G'16 GFC' jj\ � Et0.2' RIM. 109t (TYP) INFILTRATION TRENCH IE 106.25 \ g\N - Z o o t �/ 3EX. N 885647" W 203.00' 3753PED 1/2" IRON REBAR STAMPED: "PCS N 23'49' E, 0.27' 1.0' CONCRETE BLOCK RETAINING WALL` 4y I I - C NOTES: *TOE OF WALL IS ON PROPERTY LINE* \ - - � I I I ' 1. THE EXISTING SIDE SEWER WILL NEED TO BE TV'D BY THE \ CONTRACTOR AND VIDEO MUST BE SUBMITTED TO THE CITY FOR EX UNCAPPED 1/2" \ I OyL - - - - - - - - - ® - - - - - - REVIEW AND APPROVAL TO RE -USE, IRON REBAR \ 11 _ 2. IF THE W,__ EXISTING SEWER LATERAL IS PROPOSED TO BE REUSED, THE - i I CRY'S PUBLIC WORKS DEPARTMENT WILL NEED TO TV THE LATERAL i i TO DETERMINE IF IT IS ACCEPTABLE TO RE -USE. CONTACT EDMONDS i { PUBLIC WORKS SEWER DIVISION, (425) 771-0235, TO SCHEDULE { . I INSPECTION. { ; J. A MINIMUM OF 3' SEPARATION IS REQUIRED BETWEEN THE DRY 1;960 SF UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER PROJECT SITE CATEGORY. CATEGORY 2 TO PERMEABLE AND STORM AND 5' FROM ANY CITY MAIN LINES. { DISCHARGE LOCATION: SHELL CREEK PAVERS I 4. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS. E ISTING PATIO 5. ALL UiiLI77ES TO BE PLACED UNDERGROUND. I.: 1 S SF . 6. A MINIMUM OF 10' HORIZONTAL AND 1.5' VERTICAL (AT CROSSINGS) T INFILTRATION IS REQUIRED BETWEEN SEWER AND WATER LINES. .' .' ENCH#2 7• A MINIMUM OF 5' HORIZONTAL AND 1.0' VERTICAL (AT CROSSINGS) { SEPARATION IS REQUIRED BETWEEN WATER AND STORM LINES. 990 SF TO INFILTRATION B. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED { UNDER A DRIVABLE SURFACE AND 1' OF COVER IS REQUIRED FOR TRENCH #2 { LANDSCAPE AREAS TYPE OF AREA SQUAREFOOTAGE STORMWATGR FACILITY LAWN AND LANDSCAPE 17,757 BMP T5.13 ROOF 1,430 INFILTRATION TRENCH #1 ROOF 1,865 INFILTRATION TRENCH #2 ROOF 1,960 PERMEABLE PAVERS HARD SURFACE 3,000 PERMEABLE PAVERS HARD SURFACE 175 INFILTRATION TRENCH 12 25X RETROFIT N/A N/A 9. HOME SHALL BE SPRINKLERED. SCALE: 1" = 10, - I , ' i 10. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS. • ♦ s , i HEIGHT �AL�S 0 5 10' I .. ' , i 11. CONTRACTOR SHALL INSTALL AMENDED SOILS PER BMP IC3. FOR A = 109.9' I ALL DISTURBED PERVIOUS AREAS ON SITE. SEE DETAIL 3/C3. 1,430 SF B = 105.2' Know whars below. I 12. IF THE EXISTING WATER SERVICE LINE IS TO BE RE -USED, THE LINE C = 108.5' Call before you dig. TOINFILTRATION ' , MUST BE DISCONNECTED AT THE METER DURING CONSTRUCTION. I INSTALL HOSE B/P WITH AN AVB AT THE METER DURING TRENCH #1 A � � D = 109.6' UT%LITYC•ONFLICT•NOTE. I I CONSTRUCTION. AVERAGE GRADE = 105.55' CAUTION' 13. IF RIM TO INVERT OF INLETS EXCEEDS 5-FT THEN A TYPE-2 ACTUAL HEIGHT = 133.33' I MANHOLE IS REQUIRED. MAXIMUM HEIGHT = 133.55' THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE - - - - _ - - -I I 14. UTILITY PATCH FOR WATER SERVICE SHALL BE COMBINED WITH A PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL FULL WIDTH OVERLAY. AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE - - - - - CALLING, UTILITY LOCATE • 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGSTO PHYSICALLY VERIFY NEW WALKWAY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID U7iLMES AS SHOWN � - ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARWTION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR -� SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL CA)VYROAD STR PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION tiIiF. 4f _ ALOHA SCALE: 1" = 10' N 10 5 0 10 20 W li LEGEND VICINITYMAP S SCALE. • 1'=2000' �- SEWER MANHOLE ® cep+" CATCH BASIN MANHOLE ❑ CB CATCH BASIN m EQUIPMENT AND PROCEDURE 0 YARD DRAIN f o 5 co STORM DRAIN CLEANOUT BASIS OF BEARINGS: 0 ssc0 SANITARY SEER CLEANOUT THE CENTERLINE OF SR-524 AS MONUMENTED PER CITY OF EDMONDS SHORT PLAT NO. PLN20150007 RECORDED UNDER AUDITOR'S N wv WATER VALVE FILE NUMBER 201611305001 'Qm FIRE HYDRANT �,/ O'cv IRRIGATION CONTROL VALVE TOP OF MONUMENT IN CASING AT THE SOUTHWEST bws WATER SPIGOT CORNER OF SHORT PLAN PLN20150007 ELEVATION : 100.00 0e0 WATER BLOW -OFF ED"M WATER METER it TBM 'A Os SPRINKLER MAG NAIL SET FLUSH WITH ASPHALT PAVEMENT, AT APPROXIMATE CENTER -LINE OF DRIVEWAY TO SITE, b4 GAS VALVE AS SHOWN HEREON. ELEVATION : 107.72 0 GAS METER DATUM• ASSUMED SD STORM SEWER LINE - SS SANITARY SEWER LINE ENGINEER/CONTACT W WATER LINE MISIW ENG#AMW COMPANY P.O. BOX 1478 E ELECTRICAL LINE EVERETT, WA 98206 i CONTACT: BRIAN R. KALAB, P.E. T TELEPHONE LINE PH: (425) 303-9363 FAX: (425) 303-9362 - G -- NATURAL GAS LiNE EMAIL: INFO•INSIGHTENGINEERING.NET OH OVERHEAD UTILITY LINES SURVEYOR °P UTILITY POLE A. LDIIELL-SAUERLAND & ASSOCLITES, # C. 19217 36TH AVE W., STE. 106 -6�0P GUY ANCHOR POLE LYNNWOOD, WA 98036 CONTACT JEFFREY T. TREIBER, PLS OEa ELECTRICAL BOX PH. (425) 775-1591 ❑TEIR TELEPHONE PEDESTAL APPLICANT/OWNER 13 CABLE TV BOX S1iAln SCOTT O K4THY PV POWER VAULT 730 CARY ROAD EDMONDS, WA 98020 - ( w LUMINAIRE x(U. AREA LIGHT --)GA GUY ANCHOR LEGAL DESCRIPTION H/C. HANDICAP RAMP THAT PORTION OF GOVERNMENT LOT 1, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 FAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON -n- SIGN AS NOTED DESCRIBED AS FOLLOWS: x-x-x FENCE AS NOTED BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER Me MAILBOX OF THE NORTHWEST QUARTER OF SAID SECTION 24, / THENCE EST 441 FEET; j • BOLLARD THENCE NORTH 211 FEET TO THE TRUE POINT OF BEGINNING; THENCE EST 203 FEET; CCC_T�:T ROCKERY THENCE NORTH 129 FEET; / THENCE EAST 203 FEET,• WEILAND FLAG THENCE SOUTH 129 FEET TO THE TRUE POINT OF BEGINNING. TREE AS NOTED SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTION AND RESERVAPONS OF RECORD. ///// j��J TI�J ASPHALTIC CONCRETE PAVEMENT APPROVED FOR CONSTRUCTION L� !// C17YOFEDMONDS CEMENT CONCRETE PAVEMENT DATE: STORM DRAIN CATCH BASIN (CB) STORM DRAIN MANHOLE (SDMH) BY: CITY ENGINEERING DIVISION SANITARY SEWER MANHOLE (SSMH) SANITARY SEWER CLEAN OUT (CO) TO BE REMOVED PROPOSED WATER 1 CITY 1ST REVIEW BRK 07-10-2C PROPOSED SANITARY SEWER REV. NO. DESCRIPTION INITIALS DATE PROPOSED STORM DRAINAGE PROPERTY UNE X X - EXISTING FENCE LINE ---//j -ZZ EDGE OF PAVEMENT - - - - - - XXX EXISTING CONTOURS PROPOSED CONTOURS -''�- PRE-EXISTING DRAINAGE PATTERN INSIGHT ENGINEERING CO. P P.O. BOX 1478 (POWER,E�OMMUTILITIES & CABLE) EVERETT, WA 98206 G NATURAL GAS (425) 303-9363 .(425) 303-9362 FAX PROPOSED DRAINAGE PATTERN INFO@INSIGHTENGINEERING.NET PERFORATED PIPE SITE ADDRESS: 730 CARY ROAD PERMEABLE PAVERS EDMONDS, WA 98020 TAX ACCOUNT NO.: 27032400215200 R. *11P of WAS k g7�q� NW 114, SEC. 24, T. 27N., R.3E., W.M. 7 )VA tz CARY ROAD SFR A DWG FILENAME DESIGNED BY: DATE: SCALE., JOB NO.: ,C3 S T Q l$0 190983-COI.DWG JRC 02-04-2019 1 "=10' 19 0983 SstIs L ECG SHEET C1 DRAINAGE AND UTILITY PLAN of 0211112020 S