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TBLOCK <br />3 <br />a <br />0 <br />i <br />Y <br />0 <br />37 <br />FI --------------- <br />I I II I II <br />I I I <br />PTN. OF SW 1/4, SE 1/4 OF SEC 14, TWP 28 N, R4E W.M. <br />I I <br />� I <br />1460 I 1461 I 1462 I 1463 <br />I I I BLD. DRAIN CONN., <br />I I I CAP END FOR I 6" DIA. PVC (UNO) <br />11FUTURE CONN. (TYP.) CLEANOUT W/ 6"x6" WYE, <br />5' (TYP.) SEE DETAIL ON THIS <br />SHEET <br />2' TYP. II I II <br />12" TYP <br />I I I I T r I <br />—--------- <br />o =------ <br />CO ♦� --- -- CO T---CO <br />t <br />o v P v o v p <br />p °a <br />CONNECT TO CA79H BASIN 100' MAX. SPACING <br />(MATCH CROWN NO) STREET DRAINAGE\— <br />IF ROADWAY <br />8" PVC WITHIN ROW 6" PVC (UNO), S=1.00% MIN. <br />SS SEWER MAIN SS S SS S=1.0% MIN. (UNO) APPROX. LENGTH PER PLAN <br />° o ° <br />p <br />TYPICAL ROOF DRAIN COLLECTION SYSTEM <br />NOT TO SCALE <br />��r►.mJc��z.�:a►i►.��a►; <br />FRAME AND GRATE <br />i <br />I i C7 �I II <br />� I <br />I I o¢ <br />N <br />� / I <br />T. <br />Gj- <br />CB TYPE 2 <br />X <br />Y <br />I.D. <br />O.D. <br />48" <br />56" <br />0.833' <br />1.00' <br />54" <br />63" <br />1.083' <br />1.25' <br />60" <br />70" <br />1.333 <br />1.50' <br />72" <br />84" <br />1.917 <br />2.00' <br />96" <br />112" <br />2.917 <br />3.00' <br />TYPE 2 <br />3.33' (TYPE 1 L) <br />3.00' (TYPE 1 L) <br />2.83' (TYPE 1) <br />2.50' (TYPE 1) <br />0.58' <br />STANDARD OR <br />0.83' <br />VANED FRAME <br />- <br />--r------- <br />AND GRATE <br />r- <br />----r----- <br />�� <br />W <br />�— <br />-- -----I <br />W <br />r---- <br />---- <br />W <br />W <br />W <br />W <br />7-7 <br />NO <br />7-1 <br />OO <br />O <br />�1+3 <br />as <br />M <br />N <br />M W <br />C4 <br />M W <br />1 <br />-----------�- <br />- <br />--------1- <br />TYPE 1 and TYPE 1L <br />(THROUGH CURB INLET) <br />1 ri <br />TYPE 1 and TYPE 1L <br />STANDARD OR <br />VANED FRAME <br />AND GRATE <br />NOTES. <br />1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY <br />2. NORTHING AND EAS71NG (OR STATION AND OFFSET FROM CONSTRUCTION CENTERLINE) SHOWN ON PLAN <br />REFERENCES CENTER OF STRUCTURE FOR ALL DRAINAGE FACIL177ES UNLESS OTHERWISE NOTED ON PLANS <br />3. REVERSE TYPE 2 CATCH BASIN TO BE INSTALLED ONLY AT LOCATIONS SPECIFIED ON PLANS <br />STRUCTURE PLACEMENT DETAIL - WSDOT <br />NOT TO SCALE <br />7 <br />SOLID 24" DIAM FRAME <br />AND GRATE <br />� I <br />I I <br />� I <br />I <br />I I <br />I I <br />� I <br />REVERSE TYPE 2 <br />(SEE NOTE 3) <br />LEGEND <br />+ = CENTER OF GRATE <br />O = CENTER OF STRUCTURE <br />FL = FLOWLINE <br />STANDARD OR VANED FRAME <br />AND GRATE <br />0 <br />N <br />CB 11PE 2 <br />Z <br />I.D. <br />O.D. <br />48" <br />56" <br />-0.017' <br />54" <br />63" <br />0.25' <br />60" <br />70" <br />0.50' <br />72" <br />84" <br />1.083' <br />96" <br />112" <br />1.917' <br />FREE DRAINING BACKFILL OR <br />COMPACTED STRUCTURAL FILL <br />GEOIEX77LE REINF. GRID - <br />CONT. 4' HIGH BLACK VINYL CHAIN LINK FENCE <br />AT WALL HEIGHTS GREATER THAN 2.5' <br />FINISHED GRADE AP UNIT <br />TOP=PER PLAN <br />\!i\!;\!i\! !i !i\ BLOCK FACING <br />GRID LENGTH L (SEE N07E 2) <br />y <br />< <br />PERE PVC DRAIN PIPE <br />CRUSHED ROCK II <br />DRAIN i <br />TOE=PER PLAN <br />2 <br />TAX. 1 BOT. <br />SUITABLE NA7IVE OR COMPACTDBED <br />IMPORT FILL END. COMPACT \�/ /,/ <br />ZI <br />MATERIAL COMPACT GRAVEL END. PER STRUCTURAL FILL\�� VA <br />GETOTCHNI CAL ENGINEER <br />N07ES: <br />1. THIS DETAIL PROVIDES GENERAL INFORMA71ON FOR THE INSTALLATION OF MECHANICALLY STABILIZED EARTH (MSE) <br />WALLS. IT IS NOT INTENDED TO REPRESENT ALL DESIGN AND CONSTRUCTION CONSIDERATIONS SPECIFIC TO THIS <br />PROJECT. SEE RETAINING WALL STRUCTURAL CALCULATIONS PROVIDED BY EARTH SOLUTIONS NW, LLC THAT IS <br />PROVIDED WITH THIS SUBMITTAL. <br />2. ALL SOIL/GRAVEL BACKFILL, GEOTEXTILE STYLE, LENGTHS, AND SPACING; DRAINAGE AND FOUNDATION <br />PROVISIONS, AND OTHER METHODS, MEANS, AND MATERIALS SHALL BE IN ACCORDANCE WITH WALL SYSTEM <br />MANUFACTURER AND APPROVED PRO ECT GEOTECHNICAL SPECIFICATIONS. <br />TYPICAL MSE WALL SECTION <br />NOT TO SCALE <br />FINISH GRi <br />3" MIN. <br />SOLID CAP� <br />45' BEND <br />END <br />PIPE EXTENSION <br />45' WYE <br />DRAIN PIPE, <br />SEE PLANS FOR <br />SIZE AND TYPE <br />OPEN SPACE/LOT FRONTAGE <br />TYPICAL CLEANOUT <br />NOT TO SCALE <br />CEMENT CONC. <br />COLLAR <br />FIBER JOINT <br />PACKING — <br />45' BEND <br />END PLUG <br />MIN. EMBED PER <br />GE07ECHNICAL ENGINEER <br />FINISHED/EXIST. <br />GRADE <br />BRING AND COVER <br />30" SQ / PAVED <br />SURFACE <br />12" PVC <br />SLEEVE <br />6" GASKETED SPIGOT CAP <br />OR MECHANICAL PLUG <br />PVC PIPE EXTENSION <br />45' WYE <br />PAVED FRONTAGE <br />DRAIN PIPE, <br />SEE PLANS FOR <br />SIZE AND TYPE <br />Copyright ® 2024 CPH Consultants, LLC. All Rights <br />IL <br />z <br />Y <br />3 <br />0 <br />3 <br />(n <br />U <br />¢ <br />a <br />Qc <br />w <br />� <br />c�' <br />m <br />d <br />az <br />S <br />THE AS —BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />BY PACIFIC COAST SURVEYS, <br />INC. AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />z <br />0 <br />z <br />z <br />3 <br />zz <br />0 <br />U <br />2 <br />_U <br />O <br />2 <br />O <br />z <br />J_ <br />Q <br />~ <br />LU <br />~ <br />� <br />Ct <br />a <br />C3 <br />z <br />C'^ <br />Y <br />o <br />Z <br />� <br />C3 <br />z <br />m <br />`� <br />Ld <br />UJ <br />a <br />o <br />CLIENT <br />PACIFIC RIDGE HOMES <br />17921 BOTHELL-EVERETT HWY <br />SUITE 100 <br />BOTHELL, WA 98012 <br />PHONE: (425)438-8444 <br />C P H <br />CONSULTANTS <br />Site Planning - Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-B NE 12M Street <br />Krkland, WA 98034 - )425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801 - (509) 293-7731 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0132-21-026 <br />DRAWING <br />C3.101 <br />SHEET 18 OF 30 <br />