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18-101651 (2)71, AI 2 U Z O J �L a co N d 00 0 N d` Li 0 U r- rn M LO ti w 0 w LL DEVELOPER: VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT: BRETT HOLTEGEL PHONE: (859) 357-7641 EMAIL: BAHOLTEGEL@VALVOLINE.COM ENGINEER: CESO, INC. 2800 CORPORATE EXCHANGE DR SUITE 160 COLUMBUS, OH 43231 CONTACT: JEFF LONCHOR PHONE: (614) 942-3017 EMAIL: LONCHOR@CESOINC.COM CONSTRUCTION MANAGER: VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT: BRETT HOLTEGEL PHONE: (859) 357-7641 EMAIL: BAHOLTEGEL@VALVOLINE.COM ARCHITECT: CESO, INC. 175 MONTROSE WEST AVE, SUITE 400 AKRON, OH 44333 CONTACT: BEN RIHA PHONE (330) 396-5669 EMAIL: RIHA@CESOINC.COM GOVERNING AGENCIES AND UTILITY COMPANIES: VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY/COUNTY ARE LISTED BELOW AS AN INITIAL AID TO THE ENGINEER. PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OF THE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THE FOLLOWING FORMAT: SEWER: LAKE HAVEN WATER AND SEWER PO BOX 4249 FEDERAL WAY, WA 98063 PHONE: BILL NELSON (253) 345-1620 WATER: LAKE HAVEN WATER AND SEWER PO BOX 4249 FEDERAL WAY, WA 98063 PHONE: BILL NELSON (253) 345-1620 STORMWATER: CITY OF FEDERAL WAY 33325 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 PHONE: ANN DOWER (253) 835-2732 ZONING: CITY OF FEDERAL WAY 33325 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 PHONE: BECKY CHAPIN (253) 835-2607 PROPERTY DATA: GAS SERVICE: PUGET SOUND ENERGY 10885 NE 4TH STREET BELLEVUE, WA 98004 CUSTOMER SERVICE: (888) 321-7779 ELECTRIC: PUGET SOUND ENERGY 10885 NE 4TH STREET BELLEVUE, WA 98004 CUSTOMER SERVICE: (888) 321-7779 COMMUNICATIONS: CENTURYLINK CUSTOMER SERVICE: (855) 818-0614 PRIVATE SITE IMPROVEMENT PLANS FOR VALVOLINE INSTANT OIL CHANGE CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON MARCH 2O18 Sheet List Table Sheet Number Sheet Title C 1.0 TITLE C2.0 EXISTING CONDITIONS &DEMOLITION PLAN C3.0 SWPPP C3.1 SWPPP NOTES C3.2 SWPPP DETAILS C4.0 SITE PLAN C5.0 GRADING PLAN C5.1 STORM DETAILS C6.0 UTILITY PLAN C7.0 CONSTRUCTION DETAILS C7.1 DUMPSTER ENCLOSURE DETAIL C8.0 PHOTOMETRIC PLAN L-1 LANDSCAPE PLAN &SCHEDULE L-2 PLANT SCHEDULES, NOTES &DETAILS EXISTING FEATURES LEGEND APPLIES TO ALL CIVIL SHEETS R1W RIGHT OF WAY LINE PARCEL LINE PARCEL OWNER: KC INVESTMENTS ESMT EASEMENT LINE PARCEL ID: 379790-0020 CURB ADDRESS: PACIFIC HIGHWAY SOUTH EDGE OF PAVEMENT FEDERAL WAY, WA 98003 --- EDGE OF WALK PROPERTY AREA: 29,185 SQ. FT. (0.67AC.) ---�— -- PAVEMENT MARKINGS ZONING: CE, COMMERCIAL ENTERPRISE STM STORM SEWER EXISTING USE: VACANT UNDEVELOPED LOT SAN SANITARY SEWER WATER LINE PROPOSED USE: INSTANT OIL CHANGE FACILITY r GAS LINE REQUIRED PROPOSED 0HE OVHD ELECTRIC LINE BUILDING SETBACKS UGE UGND ELECTRIC LINE FRONT: 20' 50' SIDE: 15, 38' / 53' UGT UGND TELECOMM LINE REAR: 15' 93' -- --• V9 -- — — MAJOR CONTOUR PARKING SETBACKS/REQUIREMENTS MINOR CONTOUR FRONT: 5' 53.5' SIDE: 0' 15.5' / 103.5' REAR: 5' 52' WATER METER STORM CATCH BASIN STALL DIMENSIONS: 9' X 18' 9' X 18, wv M WATER VALVE STORM INLET BASIN MAXIMUM BUILDING HEIGHT: 40' 20' � POWER/TELEPHONE POLE STORM MANHOLE MAXIMUM LOT COVERAGE: N/A 41% POWER POLE STORM CLEAN OUT IMPERVIOUS AREA: 17,236 SQ. FT. DETENTION AREA: 2,557 SQ. FT. ® AIR CONDITIONER SANITARY MANHOLE OPEN SPACE: 9,392 SQ. FT. � ELECTRIC BOX @ SANITARY CLEAN OUT PARKING CALCULATION: 7t LIGHT POLE TRAFFIC/ SIGNAL POLE TOTAL PARKING SPACES: 6* 9 cv ADA PARKING SPACES: 1 1 D4 GAS VALVE TRAFFIC MANHOLE * (1) SPACE PER 300 SF OF FLOOR AREA GAS METER 4 SIGN (1649 SF /300) = 6 SPACES REQUIRED O, OLYM BENCHMARK ELEVATION* DESCRIPTION CITY OF FEDERAL WAY MONUMENT NO. 4452, DESCRIBED AS A 1-1/2" BRASS SITE BM 315.73' DISK SET IN CONCRETE AT THE INTERSECTION OF S. 344TH STREET AND 16TH AVENUE SOUTH *VERTICAL DATUM: NAVD88 >0EVERETT WASHINGTON SEATTLE 'ACOMA • YAKI MA LOCATION MAP NO SCALE VICINITY MAP NTS SURVEY PROVIDED BY: BOUNDARY BOYS, LLC PO BOX 2441 HARKER HEIGHTS, TX 76548 CONTACT: GREGORY A. CLARK F1. 9i7.I_1N:c P~ING .o Way 40111111111111*111*0* Development W. e 175 MONTROSE WEST AVE., COPLEY, OH 44321 PHONE: (330) 665.0660 FAX: (888) 208.4826 31 r r r O N Q 0 CO M M O O O J S ui w LLJ m f- J m 0 (L a m 0 O 0 z LL LL W W J 5 5 CO CO U) 0) m _ 2018 CESO, INC J$Z' A TZ� d z ESUP)ro,17TED JIJN 12 2048 CITY (e" w4 DF -A -I VJA COMMUNITY DirVELCP�r"",EN'T Qf%fr/2018 ProjeKo, 753977-01 Scale AS NOTED Drawn JMR Checked JRM Date 03.22.18 Drawing Title FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: WASHINGTON ONE CALL AT 811 OR (800) 424-5555 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS Drawing No. PROJECT AND ARE NONMEMBERS OF WASHINGTON ONE CALL. TITLE C1.0 W O U z O a LO N d7 N 00 0 v CC LL F- 0 O CODED NOTES: 1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE. REFER TO CONSTRUCTION DETAILS. 2. ADA ACCESSIBLE RAMP WITH DETECTIBLE WARNING. REFER TO CONSTRUCTION DETAILS. 3. FLUSH CURB 4. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 12" (UNLESS TAPER LENGTH NOTED IN PLAN) 5. PAVEMENT MARKINGS 1 -----A 0r!%LuA�r oaa,�nnc� - co F1nICT.RI.L[ TILIkh�FTiVYN■� _­� �' r1 7. STAMPED AND COLORED CONCRETE WALK, PER CONSTRUCTION DETAILS V. LJL.11t/f\III IL_ViVll.. . . _..__..-...--. --- - 9. DUMPSTER & PAD. REFER TO ARCHITECTURAL PLANS FOR PAVEMENT AND ENCLOSURE DETAILS 10. BIKE RACK, PER CONSTRUCTION DETAILS 11. GENERAL CONTRACTOR TO PROVIDE A 1 J" CONDUIT FOR BELL RINGER HOSE UNDER SIDEWALK 12. DEPRESSED CURB AND GUTTER (1"), PER DRIVEWAY STANDARD DRAWING (DWG. NO. 3-6) 13. MONUMENT SIGN, PER SEPARATE SIGNAGE PACKAGE 14. ADA ACCESSIBLE RAMP WITH HANDRAIL. REFER TO CONSTRUCTION DETAILS. 15. SITE RETAINING WALL WITH SAFETY RAILING. REFER TO CONSTRUCTION DETAILS. 16. STAIRS WITH HANDRAIL. REFER TO CONSTRUCTION DETAILS. 17. PARKING BLOCK. REFER TO CONSTRUCTION DETAILS. 18. LIGHT POLE BASE. REFER TO CONSTRUCTION DETAILS. 19. HVAC CONDENSING UNIT. REFER TO MECHANICAL DETAILS. 20. PUBLIC CONCRETE SIDEWALK REPLACEMENT, PER CITY STANDARDS. FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: WASHINGTON ONE CALL AT 811 OR (800) 424-5555 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF WASHINGTON ONE CALL. 2 FAI SITE PLAN GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING BUT NOT LIMITED TO O.S.H.A. STANDARDS. 2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT. 4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). 6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. 8. ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. a. LANE LINE: 6" WHITE b. PARKING STALLS: 4" WHITE C. STOP LINE: 24" WHITE d. CROSSWALKS: TRANSVERSE LINES WITH DIAGONAL MARKINGS (GAP BETWEEN TRANSVERSE LINES SHALL BE 4') ALL PAINTED WHITE. e. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS 10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE. 11. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED. Q12. ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS OTHERWISE NOTED ON PLANS. *BUILDING ENTRANCE FACADES SHALL CONTAIN TRANSPARENT GLASS. THE PLANNING DIVISION REQUESTS THAT NO PERMANENT SIGNAGE OR ADVERTISING STICKERS TO BLOCK THE WINDOWS. **ALL GROUND MECHANICAL AND ELECTRICAL EQUIPMENT FROM THE RIGHT-OF-WAY. THE PROPOSAL SHOULD USE TYPE I LANDSCAPING; PROVIDING A SOLID 100 PERCENT SITE -OBSCURING SCREEN WITHIN THREE YEARS FROM PLANTING PER FWRC 19.125.050 AND 19.115,050 (6)(13)(1). SOLID SCREENS ALSO PREVENT GRAFFITI. EXISTING PROPOSED TOTAL DISTURBED AREA 0.62 AC. IMPERVIOUS AREA 0.10 AC. 0.286 AC. PERVIOUS AREA 0.57 AC. 0.286 AC. CUT FILL SITE EARTHWORK 375 CY 2029 CY 25.51' 000, .0000 5.63' 5' 6' / 4.53' 2.5' LEGEND EXISTING REFER TO TITLE SHEET FOR 4 0 EXISTING FEATURES LEGEND PROPOSED BUILDING STRAIGHT CONCRETE CURB CESO CONCRETE CURB & GUTTER, PER CITY STD. DRAWING 3-4 " PAVEMENT/WALK 175 MONTROSE WEST AVE., COPLEY, OH 44321 PHONE: (330) 665-0660 FAX: (888) 208-4826 . °' 4 C e.. . ' CONCRETE PAVEMENT/VVALK 00 00 00 e•. d' N N � O � 0 �CCV) pp C0 BLACK INTEGRAL CONCRETE PAVEMENT ASPHALT PAVEMENT QPARKING SPACE COUNT man SIGN TELECTRIC POLE • CONCRETE BOLLARD BE DETECTABLE WARNING MAT HANDRAIL GUARDRAIL LINE OF SIGHT TRIANGLE 0 0 .y E 0 N 0) i w w_ U J (Wj W W a a m o z O O W W W J J (Q U) (n U) o� z 2018 CESO, INC Ion �MA oil &II _-JIM , PA RZONA I' 7 4.46' ENLARGED PLAN: SIDEWALK AREA ill =5' 01r104/2018 Projb*No. 753977-01 Scale AS NOTED Drawn JRM Checked JRM Date 03,22.18 Drawing Title SITE PLAN Drawing No. C4.0 EXTERIOR FINISHES FIBER CEMENT BOARD FACTORY PRIMED, ONE COAT A-100 LATEX PRIMER LAP SIDING AND SHEET ON BACK AND CUT EDGES. TWO COATS A-100 EXTERIOR METAL LOUVERS: LATEX SATIN. COLOR: SHERWIN WILLIAMS SW-6110 STEADY BROWN EXTERIOR EXPOSED WOOD, ONE COAT A-100 PRIMER, TWO COATS A-100 EXTERIOR TRIM AND TRELLIS: LATEX SATIN. COLOR: SHERWIN WILLIAMS SW-6107 NOMADIC DESERT STONE WAINSCOT: CUSTOM CAST STONE - "LIGHT BUFF" - 2" THICK (GRADE TO PRECAST SILL) WAINSCOT SILL CUSTOM CAST SILL - "LIGHT BUFF" - SEE 6/0.1 MORTAR: LEHIGH - "LIGHT BEIGE" MASONRY SEALER: ALL STONE SURFACES SHALL BE TREATED W/SEALER REFER TO SPECIFICATIONS. ROOF SHINGLES: OWENS CORNING DURATION SERIES "DRIFTWOOD" GUTTER, DOWNSPOUTS, MASTIC HOME EXTERIORS BY PLY GEM - DESERT SAND FASCIA STOREFRONT SYSTEM: 2x4 1/2" KAWNEER TRIFAB VG 451T SERIES CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM W/1" INSULATED GLAZING. DUMPSTER WALLS: MATCH BUILDING H.M. DOORS & FRAMES: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE SW-7515 "HOMESTEAD BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/OWNER. BOLLARDS/GUARD POSTS: FIELD PAINT W/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE "VALVOLINE RED" DUMPSTER ENCLOSURE GATE FIELD PAINT W/SHERWIN-WILLIAMS B66-310 PRO-CYRL AND POSTS: PRIMER FOLLOWED BY (2) FINISH COATS OF SHERWIN WILLIAMS 7515 "HOMESTEAD BROWN". SEMI -GLOSS DTM ACRYLIC B66-200. PARKING LOT STRIPING: SHERWIN-WILLIAMS #TM226 SETFAST TM PAINT. COLOR SHALL BE "WHITE". HANDICAP STALL STRIPING: SHERWIN-WILLIAMS #TM2133 SETFAST TM PAINT. LCOLOR SHALL BE "ADA BLUE". TOP OF RIDGE Y 26'-6" EXHAUST VENT CAP, PAINT TO MATCH ROOF - SEE MECHANICAL DRAWINGS RADIANT HEATER VENT, PAINT TO MATCH ROOF - SEE MECHANICAL DRAWINGS (LOCATIONS TO BE VERIFIED) NOTE: CENTER LOGO(a SIGN ON ROOF PEAK - VENT THRU ROOF - SEE PLUMBING DRAWINGS PAINT TO MATCH ROOF (QUANTITY & LOCATIONS TO BE VERIFIED) oL OM OF SAVE: 14'-5" ALUMINUM GUTTER, FASCIA & DOWNSPOUTS 2X ROUGH SAWN CEDAR TRIM FIBER CEMENT BOARD LAP SIDING CONTINUOUS PRECAST CONCRETE WAINSCOT SILL .r_ T.O. PRECAST WAINSCOT SILL Y 4'-0" STONE WAINSCOT TOP OF SLAB I ACCESS PANEL, CONTINUOUS L------------------------------------------- SEACANf A1700fNERTIRE-FR7;ME---- -0" f 0 N O R T H E L E V A T I O N WHERE FLANGE MEETS STONE —� SIGNAGE SCHEDULE NUMBER DESCRIP11ON SIZE ILLUMINATED QUANTITY 600 LOGO SIGN 7'-8" X 5-11" (45 S.F.) INTERNALLY 3 601 LANE INDICATOR SIGN 10'-0" X 1'-4" (13.33 S.F.) NO 2 602 OPEN SIGN 2'-7" X 1'-10" 4.7 S.F.) INTERNALLY 2 603 MONUMENT SIGN 6'-6" X 6'-9" (44 S.F.) PER LOCAL AND DEVELOPMENTAL RESTRICTIONS INTERNALLY 1 ALL FLASHING, RIDGE CAPS, DRIP EDGE ETC. SHALL MATCH GUTTER & DOWNSPOUT MANUFACTURER'S STANDARD DETAILS. PROVIDE VENTED RIDGE CAP WHERE SHOWN. EXHAUST VENT CAP, VENTS THRU ROOF & SIMILAR ITEMS ON ROOF SHALL BE PAINTED TO MATCH ROOF. NOTE: SIGNAGE SHOWN ON THESE ELEVATIONS IS FOR GENERAL REFERENCE PURPOSES ONLY. ALL SIGNAGE SHALL BE APPLIED FOR & PERMITTED UNDER A SEPARATE SIGNAGE SUBMITTAL. G.C. SHALL PROVIDE BLOCKING IN STUD WALL BEHIND EACH SI]W/ AS REQUIRED BY SIGN VENDER - FIELD VERIFY REQUIREMENTS VENDOR & OWNER'S REPRESENTATIVE. r 5" PREFINISHED ALUMINUM A� GUTTERS 27'-4" CENTER OVER GARAGE DOORS ROOF PLAN 5 SCALE: E" = 1 16'-11" CENTER OVER STORE SCALE: I" = 1'-0" A PIPE DOWNSPOUT (DS) TO STORM SEWER (TYP.) SEE CIVIL PLANS FOR APPROPRIATE DISCHARGE &/OR ROUTING ASPHALT SHINGLES OVER ICE/WATER SHIELD (TYP.) PROVIDE ICE & WATER SHIELD UNDERLAYMENT OVER ENTIRE ROOF GOOSENECK INTAKE WASTE OIL VENT THRU ROOF (PAINT) VENT THRU ROOF (PAINT) LINE OF EXTERIOR WALL BELOW NOTE: CENTS LOGO SIGN 600 ON ROOF PEAr& TRELLIS BELOW. FIELD VERIFY ALL CONDI11ONS 2X ROUGH SAWN CEDAR TRIM SEE DETAIL 4/A-4.1 FOR WALL TO ROOF DETAIL — ALUMINUM GUTTER, FASCIA & DOWNSPOUTS - SECURITY CAMERA SEE SECURITY PLAN WOOD TRELLIS 2X ROUGH SAWN CEDAR TRIM FIBER CEMENT BOARD LAP SIDING CONTINUOUS PRECAST CONCRETE WAINSCOT SILL STONE WAINSCOT REFER TO CIVIL DRAWINGS FOR STEP AND RAIL DETAILS —� VENT THRU PLUMBING D PAINT TO M (QUANTITY 1 TO BE VERif ALUMINUM C FASCIA & D SECURITY C, SEE SECURI' 2X ROUGH `. CEDAR TRIM FIBER CEMEI LAP SIDING ELECTRICAL HVAC COND CONTTNUOU� CONCRETE 1 STONE WAIL` 2'-0" TRIANGULAR LOUVER WITH INSECT SCREEN. PAINTED TO MATC CONTINUOUS RIDGE TOP OF RIDG 25'-C ASPHALT SHINGLE' FINISH NOTES AN[ ASPHALT SHINGLE' FINISH NOTES AN[ TOP OF RIDG 14'-i ALUMINUM GUTTEF FASCIA & DOWNS[ WOOD TRELLIS LED "OPEN" SIGN FURNISHED BY OW INSTALLED BY G.0 BOTTOM OF EAb 8'-f �— 2X ROUGH SAWN �— FIBER CEMENT BO CONTINUOUS PRE( CONCRETE WAINS( T.O. PRECAST WAINSCOT 4'-( STONE WAINSCOT ,,—REFER TO CIVIL D STEP AND RAIL D 0 0 HOC 2 J I V /� I I �/ I V JLN-mil I MRVU11U uv 1IRL FRAME WHERE FLANGE SCALE: 1" = 1'-0" MEETS STONE CONTINUOUS RIDGE VENT 2 1 V-8" /t I r ' / 3UMLL. I = I -U 2'-0" <V - +I 104 A/ / TOP OF RIDGE 26'-6" Y EXHAUST VENT CAP, PAINT TO MATCH ROOF - SEE MECHANICAL DRAWINGS RADIANT HEATER VENT, PAINT TO MATCH ROOF - SEE MECHANICAL DRAWINGS (LOCATIONS TO BE VERIFIED) NOTE: CENTER LOGO SIGN 600 ON ROOF PEAK VENT THRU ROOF - SEE PLUMBING DRAWINGS PAINT TO MATCH ROOF (QUANTITY & LOCATIONS TO BE VERIFIED) BOTTOM OF EAVE 14'-5" ALUMINUM GUTTER, FASCIA & DOWNSPOUTS 2X ROUGH SAWN CEDAR TRIM SECURITY CAMERA SEE SECURITY PLAN WALL MOUNTED LIGHT FIBER CEMENT BOARD LAP SIDING CONTINUOUS PRECAST CONCRETE WAINSCOT SILL i. PRECAST WAINSCOT SILL 4'-0" STONE WAINSCOT TOP OF SLAB 0'-0" TOP OF RIDGE 26'-6" CESO i MONTROSE WEST AVE., SUITE 400 COPLEY, OH 443 PHONE: (330) 665-0660 FAX: (888) 208-4826 00 00 N 0 CM M 0 0 0 .N E N 0 M w_ F- > w a w ASPHALT SHINGLES (SEE EXTERIOR o � FINISH NOTES AND ROOF PLAN) E3 O 6 ALUMINUM GUTTER, Z FASCIA & DOWNSPOUTS BOTTOM OF EAVE —2X ROUGH SAWN 1,e -5" CEDAR TRIM —FIBER CEMENT BOARD — LAP SIDING LIJ WALL MOUNTED LIGHT (D LED "OPEN" SIGN 602 FURNISHED BY OWNER, INSTALL BY G.C. Q = O BOTTOM OF EAVE ,� = F- 8' 0o PROVIDE 6" TALL VINYL Q C) ADDRESS NUMBERS AS SHOWN. — U) CONTINUOUS PRECAST CONCRETE WAINSCOT SILL T.O. PRECAST WAINSCOT SILL STONE WAINSCOT 4'-0" ALUMINUM STOREFRONT TOP OF SLAB h LJ U 2X ROUGH SAWN 0'-0" z LL UJ CEDAR TRIM . I C) n 0 Q W TOP OF RIDGE J II ILL 26'-6" RADIANT HEATER VENT, PAINT TO < MATCH ROOF - SEE MECHANICAL DRAWINGS (LOCATIONS TO BE VERIFIED) EXHAUST VENT CAP, PAINT TO MATCH ROOF - SEE MECHANICAL DRAWINGS C 2018 CESO, INC ASPHALT SHINGLES (SEE EXTERIOR FINISH NOTES AND ROOF PLAN) VENT THRU ROOF - SEE PLUMBING DRAWINGS PAINT TO MATCH ROOF' (QUANTITY & LOCATIONS TO BE " ~° VERIFIED)BRADY HV,,-RDI`11G BOTTOM OF EAVE STATE OF -'l=ICI% 14'-9" ALUMINUM GUTTER, FASCIA & DOWNSPOUTS ---- -- LANE INDICATOR SIGN (TYP OF 2) 601 ����2X Project No. 753977-01 ROUGH SAWN CEDAR TRIM Scale AS NOTED _----FIBER CEMENT BOARD LAP SIDING PROTECTION BOLLARDS -SEE Drawn CESO Checked BVVH 6/A-10 BOLLARDS ENCROACH ON DOORS BY 1 ", TYP. Date 22 18 CONTINUOUS PRECAST CONCRETE WAINSCOT SILL Drawing Title 04 APR 1 216 T.O. PRECAST WAINSCOT SILL STONE WAINSCOT 4'-0" -' REFER TO CIVIL DRAWINGS FOR GRADE CHANGES AROUND BUILDING ELEVATIONS TOP OF SLAB 0'-0" Drawing No. DROUGHT TOLERANT LANDSCAPE BOUNDARY TOTAL LANDSCAPE AREA=10,586 sf (EXCLUDING NEW LAWN AREAS) DROUGHT TOLERANT LANDSCAPE AREA = 7,289 SF (7,289 SF / 10,586 SF = 69% MIN. OF DROUGHT TOLERANT LANDSCAPE 50% OF TOTAL LANDSCAPE AREA PLANT QUANTITIES: DROUGHT TOLERANT SPECIES COMPRISE ± 60% OF TOTAL PLANT QUANTITIES ` I 1 NOTE: I NO TREES ARE LOCATED WITHIN UTILITY EASEMENTS OR OVER UTILITY LINES i S s .�17 SF ENTERPRL C 05 E RCEL #20 \ 0\ u� W N/ SAN ESMT 91 SF I � 3b.$ 0 A / AGES SMT / TYPE III -VISUAL BUFFER PERIMETER LANDSCAPING MIN. 5 FT OF BUFFER NOTE: NO TREES ARE LOCATED WITHIN UTILITY EASEMENTS OR OVER UTILITY LINES 19.125,040 GENERAL LANDSCAPING REQUIREMENTS (4): TRASH ENCLOSURES � o TYPE IV - OPEN AREA '' ' r' AI ESMT s LANDSCAPING: �\ PARKING ISLAND I; s �; � � s s ss � � PARKING ISLAND CALCULATION NATIVE SWALE MIX NOTE: FWRC 19.125.070(2a)(I)(A) - `` _ \ \ \ \ \ 9 PARKING STALLS X 20 SF PER STALL - � � � � NO TREES ARE LOCATED 180 SF OF REQUIRED PARKING ISLAND _ _ WITHIN UTILITY EASEMENTS PLANTING: 617 SF PROVIDED '; � �TY E IV� OR OVER UTILITY LINES OPEWAREA �, i ..: — -- LANDS CAPIN i WENDAL KUECKER-TRUSTEE PARCEL #2021049060 I TYPE III - VISUAL BUFFER PARKING LOT LANDSCAPING I j \ TYPE III -VISUAL BUFFER 5778F PERIMETER LANDSCAPING / + MIN. 5 FT OF BUFFER O'REILLYS STOR' 34720 PACIFIC H Y \ I LAWN `~ SOUTH FEDERAL yfAY I i + - 1,658SF :. 1 KCINVESTMENT j PARCEL #37979000 0 PE III - VISUAL BUFFER ' B ILDING ELEVATION i _ LAWN 19.125.070 PARKING LOT ( D T 96 \ 3 SF LANDSCAPING (5): PARKING j i = 1 , — — s' NOTE: AREAS/SCREENING FOR I ROW i • _ NO TREES ARE LOCATED a.'. �.`.` I I - WITHIN UTILITY EASEMEN TS + OR OVER UTILITY LINES 251 SF I �302 SF TYPE IV -OPEN AREA + NOTE: - - LANDSCAPING '+ + +� NO TREES ARE LOCATED sT 495 SF WITHIN UTILITY EASEMENTS + + ` OR OVER UTILITY LINES SIGN ( \� 7v i Y i LAWN i �> 193SF l �. NOTE: LAWN PACIFIC HIGHWAY SOU NO TREES ARE LOCATED TYPE III -VISUAL FFER 837 SF G� ' PACIFIC HIGH `Y SOUTH IMPROVEMENTS CUR NTLY WITHIN UTILITY EASEMENTS PERIMETER LANDSCAP'. NG T L \ UNDER CONSTRUC ON (TYP.) OR OVER UTILITY LINES � IN. 5 FT OF BUFFER (PUBLIC VARIES),,.,� � (PUBLIC ASPHALT ROA , � �ucr UGT RES) uer UGT ucr UGT UGE GE UGE UGE UGE UGE GE UGT I U UGT UGE T \ O — — — — \ --- — — — — — — — — — — — — — — --==--------_---------�1----------=,--------=-------- —_._-- \ 1 ` I ------------------------------------!--z / PRELIMINARY PLANT SCHEDULE: SYMBOL BOTANICAL NAME / COMMON NAME TREE UNIT CREDITS SIZE TYPE III -VISUAL BUFFER 9 CONIFEROUS TREES (4.5 TREE UNITS TOTAL) 6-7' HEIGHT /I\ CHAMAECYPARIS NOOTKATENSIS 'PENDULA' / WEEPING ALASKA CEDAR PINUS FLEXILIS'VANDERWOLF'S PYRAMID' / VANDERWOLF'S LIMBER PINE PINUS CONTORTA / SHORE PINE THUJA PLICATA'EXCELSA' / EXCELSA WESTERN RED CEDAR f ; . 6 DECIDUOUS TREES (7.5 TREE UNITS TOTAL) ACER CIRCINATUM / VINE MAPLE MULTI -TRUNK 1 R CAL., 5 R HEIGHT _ 3 ( ) FOR MULTI -TRUNK BETULA JACQUEMONTII / JACQUEMONTII BIRCH (MULTI -TRUNK) CORNUS KOUSA'SATOMI' / SATOMI DOGWOOD FRAXINUS AMERICANA'AUTUMN PURPLE/ AUTUMN PURPLE ASH FRAXINUS OXYCARPA 'RAYWOOD' / RAYWOOD ASH U z B D'�G, zz �z SPACING, CONDITION & C" REMARKS 0 Imo' �+ w � :email SPACING AS SHOWN, � 4330 N Lexington St B&B, NURSERY GROWN U Tacoma, WA 98407 W = location C) U 455B St Helens Ave Q Tacoma, WA 98402 SPACING AS SHOWN, LLJt.253.272.4848 B&B, NURSERY GROWN MU f.253.276.0132 n c oG z www.bradtree.com CC � info@bradtree.com SHRUBS & GROUNDCOVER GROUNDCOVER 4" POT OR 1 GAL. FULL FOLIAGE 12" TO 36" O.C. ABELIA X GRANDIFLORA / GLOSSY ABELIA SHRUBS 1 GAL., 2 GAL. & 5 GAL. - FULL FOLIAGE 24" TO 60" O.C. \\ EDO 'COMPACTA' / DWARF STRAWBERRY TREE 24" MIN. INSTALLED HT. 0 \\ ARBUTUS UN BERBERIS THUNBERGII 'ROSE GLOW' / ROSE GLOW JAPANESE BARBERRY CAMELLIA JAPONICA'KRAMER'S SUPREME' / KRAMER'S SUPREME CAMELLIA CISTUS X HYBRIDUS / WHITE ROCK ROSE ILEX CRENATA' CONVEXA' / CONVEXA JAPANESE HOLLY 0 0 0 0 � 0 wo NANDINA DOMESTICA'FIRE POWER' / DWARF HEAVENLY BAMBOO 0 0 0 0 OSMANTHUS HETEROPHYLLUS 'GOSHIKI' / GOSHIKI FALSE HOLLY PIERIS JAPONICA'PURITY' / PURITY JAPANESE PIERIS RIBES SANGUINEUM / RED FLOWERING CURRANT PRUNUS L. 'OTTO LUYKEN' / OTTO LUYKEN LAUREL VACCINIUM OVATUM / EVERGREEN HUCKLEBERY VIBURNUM PLICATUM TOMENTOSUM / DOUBLE -FILE VIBURNUM VIBURNUM TINUS 'SPRING BOUQUET' / DWF. LAURUSTINUS ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK CALLUNA VULGARIS 'SPRING TORCH' / PURPLE SCOTCH HEATHER STATE OF WASHINGTON REGISTERED LANDSCAPE AFCHITECT f t e ladle R d `Fl .67 CEANOTHUS GLORIOUSUS 'PT. REYES' / PT. REYES CEANOTHUS COTONEASTER DAMMERI / BEARBERRY COTONEASTER Uj ERICA CARNEA'SPRINGWOOD WHITE' / SPRINGWOOD WHITE HEATH SARCOCOCCA HOOKERIANA HUMILIS / SWEETBOX CAREX TESTACEA / ORANGE NEW ZEALAND SEDGE FESTUCA OVINA'ELIJA BLUE' / BLUE FESCUE GRASS HELICTOTRICHON SEMPERVIRENS'SAPHIRESPRUDEL' / BLUE OAT GRASS 0 TYPE IV OPEN AREA LANDSCAPING - PARKING ISLANDS LU \ 9 DECIDUOUS TREES rr4.5 TREE UNITS TOTAL 1 1/2" CAL. 15' O.C., B&B BRANCHED @ 6' CARPINUS BETULUS 'FRANS FONTAINE`/ FRANS FONTAINE HORNBEAM HEIGHT (STREET TREE QUALITY) B&B, NURSERY GROWN CERCIS CANADENSIS'FOREST PANSY' / FOREST PANSY REDBUD V PYRUS CALLERYANA'BRADFORD' / BRADFORD PEAR TREE ' ^ w PARROTIA PERSICA'VANESSA' / VANESSA PERSIAN IRONWOOD LJ ) +++ +++++ + + + + + + + SHRUBS & GROUNDCOVER GROUNDCOVER 4" POT OR 1 GAL. FULL FOLIAGE 12" TO 36" O.C. SHRUBS 1 GAL., 2 GAL. & 5 GAL. - FULL FOLIAGE 24" TO 60" O.C. Cz �� I� V + + + + + + + + ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK z +`+++++++ + + + BERBERIS THUNBERGII'ROSE GLOW' / ROSE GLOW BARBERRY 24" MIN. INSTALLED HT. 0 CEANOTHUS GLORIOSUS 'PT. REYES' / PT. REYES CEANOTHUS Z O 00 CISTUS X HYBRIDUS / WHITE ROCKROSE CISTUS PURPUREUS /PURPLE ORCHID ROCKROSE Q V j NANDINA DOMESTICA'FILAMENTOSA' / THREADLEAF NANDINA NANDINA 'FIRE POWER' / FIRE POWER BAMBOO /� X DOMESTICA U-1 PIERIS JAPONICA'FLAMING SILVER' / FLAMING SILVER PIERIS Q POTENTILLA FRUTICOSA TANGERINE' / TANGERINE CINQUEFOIL PRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN ENGLISH LAUREL VIBURNUM TINUS'SPRING BOUQUET' / SPRING BOUQUET VIBURNUM w J O TREE UNIT CREDITS PER PRELIMINARY LANDSCAPE PLAN w 0 16.5 CREDITS PROVIDED Q z LU LLLL LU TRASH ENCLOSURES s 14 JUNIPERUS SCOPULORUM 'SKYROCKET' / UPRIGHT JUNIPER 4'-5' HT. B&B, NURSERY GROWN p z O V) PARKING AREAS / SCREENING FROM ROW Z W Q z_ _ 19.125.070 PARKING LOT LANDSCAPING (5): PARKING AREAS/SCREENING FROM ROW J = ' O LL > GROUNDCOVER ry J V Q 1 Q 2,440 SF E/C MID, EROSION CONTROL SEED MIX Supplier Sunmark Seeds: 1-888-214-7333 > 3,081 SF LAWN - SEED OR SOD SEED OR SOD PER OWNER'S REQUEST Z — 857 SF NATIVE SWALE MIX (or Proven Equivalent per King County Storm Water Design Manual Sec. 6.3) Plugs or 4" Pots 18" O.C. 50% ELYMUS GLAUCUS / BLUE WILDRYE 2 - 15% FESTUCA RUBRA RUBRA / NATIVE RED FESCUE 10% HORDEUM BRACHYANTHERUM / MEADOW BARLEY 10% GLYCERIA OCCIDENTALLIS / WESTERN MANNAGRASS 10% BECKMANNIA SYZIGACHNE / AMERICAN SLOUGHGRASS 5% DESCHAMPSIA CAESPITOSA / TUFTED HAIRGRASS Uj r TREE CALCULATION SUMMARY: Per FWRC 19.120.130 Zoning for Site = CE (COMMERCIAL ENTERPRISE) 20 Tree Units per Acre x 0.635 Acre = 12.7 Tree Units Required 16.5 Tree Unit Credits Proposed (See Preliminary Plant Schedule for credit breakdown) Preliminary Landscape Plan CITY REVIEW -NOT FOR CON'6� TRUC����N LA)CAPE PL,AAI SCALE: 1 "=20'-0" 0 10, 20' 40, REVISION No. Date By 1 5 June 2018 YSL Revised per City comments Scale 1" = 20'-0" Designer Sheet No. YSL Project Manager PrinciMFW pal KBR Date o April 2oi8 of 2 Sheets Phase DD 14 x 00 v M 00 0 N 1' 2" W SAFETY YELLOW cq GRIP STRIPS BY M Cl) R.C.MUSSON RUBBER CO. AT NOSING OF LANDING 3x4xY4" (L.L.V.) x WIDTH OF STAIR STL. ANGLE WELD TO EMBEDDED PLATES— G Q. EMBEDDED WELD PLATE(S) BY HOLLOW CORE MANUFACTURER (4"x4"x%" W/ (2) Y2"0 x VC HEADED STUDS). PROVIDE PLATE 0 EACH END OF STAIR OPENING 14'-2" OPENING 1x2x14 GA. T.S. NOSING PAINTED PT-4 FULL PEN TYP. AT VERTICAL EXPOSED HOLLOW WEB AND FLANGES CORE SECTIONS AT STAIRWELL TO BE PAINTED 1" SE 14 GAUGE TUBE PAINTED PT-4 WHITE TO MATCH PIT CEILING 1 1/2" SQUARE 10 GAUGE PROVIDE Ya" STL. CLOSURE PLATE f WALL TOP AND BOTTOM EXTENSION FOR SLAB HANGERS tk POSTS, PAINTED PT-4 AT EACH END OF CUT HOLLOW 1 1/4" SCHEDULE 40 PIPE HANDRAIL, PAINTED PT-4 I CORE SLAB. PAINT PT-4 MC 12x10.61 STRINGER, TYP. PAINTED PT-4 10 GA FORMED Z (WELDED) RISER, TYP. PAINTED PT-4 3 3"x2"x3/16" ANGLE —/ (WELDED) (L.L.H.), TYP. PAINTED PT-4 WELD 16 GA SH TO --/ UNDERSIDE OF STRINGERS TO FULLY ENCLOSE BOTTOM OF STAIRCASE. METAL PAN �i TO BE PAINTED PT-4 4" CONC. TOPPING 4 a .. >_ PRECAST HOLLOW — —CORE SLAB _ - HOLLOW CORE CONC. HANGER. PAINT PT-4 FLOOR PLAN KEY NOTESO 1. 11" PVC CHASE UP THRU SLAB INTO STORAGE AREA W/ UP OF PIPE EXTENDING 1" BELOW CONCRETE SLAB CEILING. COORDINATE LOCATION WITH THE STRUCTURAL FLOOR FRAMING DRAWINGS. SEE PLUMBING DRAWINGS ALSO 2. ALIGN FINISH FACES. 3. LINE OF CHASE ABOVE. 4. GEAR OIL CANISTER. 5. ROUTE PROCESS PIPING FROM DRUM TRANSFER STATION 0 UPPER LEVEL, DOWN IN CHASE TO LUBE BAR DRUM TRANSFER IN LUBE PIT. COORDINATE ROUTING IN FIELD. 6. MECHANICAL DUCT — SEE MECHANICAL PLANS. 7. PROVIDE UNDERSLAB WATERPROOFING — SEE DTL. 1/A-1. 8. OIL/WATER SEPARATOR — SEE PLUMBING PLANS. 9. ABOVE SLAB SUMP PUMP — SEE PLUMBING PLANS. 10. BELT RACK. 11. DRAIN PLUG CABINET 12. CHANGING BENCH — SEE DTL. 3/A-1 13. LUBE PIT/SUMP CROCK BASIN. 5/8" GYP. BD. 2X6 BLOCKING 3/4" PLYWOOD KICKER 0 24" FINISHED PL-1 4^ . !a 2" LAYERS OF 3/4" LYWOOD FINISHED PL-1 -IN GRIP STRUT PLANK GRATING STAIR TREAD. 11" DEEP X 2 1/2" HIGH X 3'-4 1/2" WIDE, 12 GA. STEEL \ - - (TYP OF 15) WITH (4) TREAD CLIPS AND SELF o Cl)CD BENCHDETAIL TAPPING SCREWS AT EACH TREAD FASTENED INTO N WELDED ANGLES ON STRINGERS. ��/,��� SCALE: N.T.S. LINE OF STRINGER, BEYOND - ~� '-1$' STAIR DETAILS. S SCALE: 1" = 4'-0" Grace LM2 terftiinatif) € f ' odg ti:t 22 �� ,kt a s System 4000 Surface Con itiorier , ire Al Bittathene 4000 a s 7 " =t� y si t�il.t C''t' €I 600 t ° �4 11 rep rt. , 1 4 yy' .r Pr4.'.t'tSfC Tape iY Bituthen 4000 f tiro �1�y` n race LINA2 a 2.3 m (1z3, in:) minimum Application of GRACE Liquid Membrane - ALL SURFACES MUST BE FREE FROM DIRT, GREASE, DUST, CONCRETE GROUT, OR OTHER CONTAMINANTS. - BITUTHENE LIQUID MAY BE APPLIED AT TEMPERATURES ABOVE 26° F d A6 a - a dd . d 3"x10"xY4" STRINGER BASE PLATE WITH Y2"0 EXPANSION BOLT, TYP. DO NOT PENETRATE WATERPROOFING —1/4" CLOSURE PLATE 1" — WELD AND GRIND e_ SMOOTH, TYP. 8 a a 4. d d HYDR U T ° 220 . ," .. CONCRETE WALL AND FOOTING DRAINAGE 0 BOS;IT " p ; BITUT 8 'LIQUID MEMBRANE .``'. 7 .3 (0,09Its.) MINIMUM BITUT H MEMBI :. BUEE TABS BITUTHENEs MEMBRANE STRIP BITUTI E LIQUIDt , -Io .+.' MEMBA r e' g > i "y 3 r r cS r € r y � r� , .r ' F.' Y a - b , THIS DRAWING DEPICTS MANUFACTURER'S STANDARD WATERPROOFING DETAILS. REFER TO DRAWINGS HEREIN FOR SPECIFIC FOUNDATION CONSTRUCTION. NOTE: THE ABOVE IS WITHIN GRACE MANUFACTURING WARRANTY SPECIFICATIONS. THIS DETAIL IN NO WAY RELIEVES THE CONTRACTOR FROM FOLLOWING ALL MANUFACTURER SPECIFICATIONS. WATERPROOFING DETAIL SCALE: N.T.S. PREPRUF-E 300 MEMBRANE OC 2- a FIXTURE AND EQUIPMENT SCHEDULE ITEM CITY DESCRIPTION MANUF. MODEL# SIZE ELECTRICAL PLUMBING SUPPBY INSTBY REMARKS (OVERALL W D H V P HP KW AMP<CW HW'FW W GAS H' 100 4 20" W c+ak Station Fan DAYTiiPit GRAINGER — TF_ 6" _ 18, 120 _ GG t;C 42LY89 101 2 500 Get Total Single watt TBD SR-500 60* 32` 64' Owner GG Per UL 142 Specs, GC shall t compartment tank receive, set&vent tanks 102 2 'M Gad Total Single waft TBO SR-500 50i80 60, 32° 64, Owner GG Per UL 142 Specifications 2 compartment tank GO shelf receive, set and 2S0 Gal each conga invent venttanks 103 ± 200 Gad. Tank -waste - - d�.yner +3C antifreeze 104 3 600 Gad Total Single wall TSD SR-600 76' 32° 64' Owner OG Per UL 14.2 Specifications 3 compartment tarp r,133133 GG shelf aecewe, set and 200 Gat. each compartment vent tanks 200 2 Catwalk w'steps and Deaoa E91 180' 52" Owner Devon Handrails 201 4 Drum Support &acket Devon 6903.8 Owner Devon - '- Industries 202 2 Ono Catch Pan Devon E903-DP Owner Devon Not Shown On Plan Industries 203 2 Oil Filter Dispensing Rack Devon E304 owner Devon Industries 204 2 Technician Tool Board Devon E410 V darner Devon Industries 206 2 Utility Shelf (2-tier) Devon E300-2 Lamer Devon Industries 206 2 Utility Shelf (34ter) Devon E300-3 Owner Devon Industries 2it7 1 at Technic�an Step Stool Colterman Upper Level - Owner GC Not shown on plan fine at Lipper AIN2222AS20B each catwalk and one at Level & SC2P6- upper level 2 at D9990010 Loner Lover Level - Level A2t42222A3''a08 8C2P6 D99L90001 300 See river tory Sheivinq 'Devon E-601 Owner Devon See Plans To Determine Plan Industries Linear footaiie needed 301 1 Cashier! Computer Station Devon C7030-DX 30' 30 5' 54' Owner Devon Black W(Doors Industries 302 2 Pedestal Post Podium Devon CP.09 Owner € evon G.C. to provide elect_ Ref, Industries a€ectri€a4, lens 302A 0 Pedestal Post Podium Devon FP 13 Owner Devon G-C. to pravide elect. Ref. SpaceSaverIndustries electrical plans, 303 1 Lube Dispensing, Console Devon E101 30' 14 41' owner Devon Requires 26`x10' fir, open'g 11 O.spensars Industries Hose Guides included w unit (byGC) 304 2 Rolling Drain Pan Devon E203 €}w A er ZL} on Not Shown On Plan Industries 305 2 `Pit Buil' Safetj Net BRW Un4d, Pit Bull Owner GC OptiGnai to 5 p t cover. Sevices, Ve€lip wi Owner Rep. Inc. 306 1 Automatic Trans n ssto i RTI 15 6' 29:5' 44 115 1 2 dyzn Owner Fluid Exchange E iu merit 307 7 Antifreeze Drain and Pit RTI 28' 21' 44' Owner Owner —so-F system 1 Fluid Evacuator Flu d F 1 _1 -0° jo tamer Owner Nye Shrrwq 67n Pan Evacuators 309' 2 Lour Rise Oar Lift Norco 79324G Owner GC Plumb Dev W!VIOC Accessories 310 2 Windshield Washw Ruid Visible 105Gallon Tank _ Solutions 311Dwyer 1 O€( Dispans rig Bar CPe on 101 Ga(IoaTarik 312 2 Antif€eeze Tank F�57- GC- Wit€ pneumatic pump 400 1 Saylor -Beall Sinxgie Pttase GGn !Ling by GC JAicCompressor VT-735-120-1,-B Three Phase Y3T-735-120-3 401 Not Used 402 1 EtectrMuc Tkne€ Drain Valve Aural Owner Owner Installed on bottom of air System compressor 403 :3 Hose Guide. Assembly A€emite Owner Devon 404 2 Hose Reels Alemile Owner Devtan 405 s. Automatic Tire Inflator Haitec 89-XCkt`r•VAV 110 Owner Haltec (2) Stands (3) 'Nall Corporation Mounted, kx Piping 406 1 Service Bell Ringer Owner GC 00 1 Lockers 3';' 21?4' L4'J" Owner GC Secure to watt per manufacturers recommendations 01 4 waling Roam ChaimOwne Owner 602 1 Stool dwoer owner 03 1 Security_ Cabinet Owner GG 604 2 Rectangular Gc vex M¢rrcr Gre rger SCY21 18 12° GC c nt at TT R.F.F. 6(ifl: LfK,¢7: ign ___._____�__ __ _ dw€i l _GC Sign GC.fo£oord. Sign Contractor 801 2ascaSt 9n Owner Sign GC shatt coordinale with S€giiCcrostractar 700 1 Grab Barr 36° Bot ck B£8tI1 x36 GC GC 7U1 1 GrabBa€ •42" Botar k B680tix42 G'v= fi�C 702 1 Tolle€ Paper Haider Bobrick B•685 OC Gc 763 3 Pape€Tovveli3ispenser Grainger 4TE15 12h' 71 146 GC' GC 704 1 Liquid Soap Dispenser Grainger 3U515: 7' l' ,3_%7 - GO GC 704A 2 Foam Soap Dispenser Grarc gar 3wr372 6' 4° 10>a GC GG GOdO D#aperrser 70S 1 Mirror Bobrck 6-16SX18'36 GC' GO 708 1 6rabBar-1 (V(Verficat) Sobrick _ 678018 GC GC 708 1 Rcrigeratar AtclAtdA A512275FRB GC GO 21 CIF Side by Side - Black Best Buy SKU#6081703 708 °'Refzrcte,inor (Alternate)°` F41dadre FF'SS23251E GC GO Alternate 22 1 CF SidebySide - Biack Lowa s Iterng 750573 800 5 FIRE EXTINGUISHER AMEREX 8456 GC GC All fife exhnguishertypes 101b ABC W WALL MOUNT and models to be cnnfimed BRACKET with local fire marshat prior to procuremeriv instalattoir .801 1 Floor Safe CrrprraCe Ri62014K- n- GC Safe SG4440 Spedifflsi 901 1 Mural ne rOw.e." G 902 4Efame Display .. -" 44"" Owner 11 1 1: & 4 ChairsC G903 Breakroom Furniture By owner 904 2 Information SW28° 44° Owner GC 905 3 2'-0' x T0` Access Panel Grainger 2ve87 24` 36` GC GC 906 1 Antafregae Waste SinkGC GC See detail VA-7 a 4 4.. IL— — " ell,o ~ 903 12 0 cr I 2 o <C 11 300 11 13 704 703 V —6. 300 1-102" U F 8 LO I CHANGING A•7.1 �) 9 ROOM �N 100 100 — `�J 500 5 A ���N 800 D1 4 p _ _ V-6" 3„ A-7.1 oa a to Iron CLR.708 � 201 410 A 4 °° BREAK 1,11 3'-0„ 10 3 AREA LUBE PIT tI I __ 20 5 205 Q om(° �o°=° j;� /\ o r L 6 X I�_J 312 , c f 2 M U)LOWFR — '{r oROa�oa°��oo°�>oeo6Oo�5°�e o��( 7 0 7 I. °moo°o°o°p?oco?Q°�°oo�040€ 7 Q 7 (I II LU LEVEL 3 (J 0 D — — B r El E E € N A-7.1 A•7.1 4 � ��uu�JJ{{ ��uJ{ — to=°J°o°Q°n°a°=°o°o°°°='° n 204 103 I I I - n 203 - - I 204 t I — — 300 I — e II I I ( 201 n 201 I 206 ' I ISo;'q�oao&u%&%o=o�8aa�8A8� II UP - _ I I 200 _ � 4 3'-10" 12'-11" oo C oa o 0 0 800 1 I 5 3 BULK OIL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 300 101 101 104 104 104 102 102 f ■ a.. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o J \/ O 0 0 0 0 0 0 0 o O o O 0 O 0 O o O 0 0 0 0 0 O 0 0 0 O 0 O 0 O 0 O — o °k 4, 4. a 51'-8" LOWER E V E E O O R P A N NOTE: LIGHT BROOM FINISH ON PIT FLOOR WITH (3) COATS OF MASTERKURE CC HIGH GLOSS. TWO COATS AT TIME OF INITIAL FINISH AND ONE COAT AFTER CLEANING, JUST PRIOR TO TURNOVER. SCALE: 1/4"= 1' —0" CESO WWW.CESOINC.COM 175 MONTROSE WEST AVE., SUITE 400 COPLEY, OH 44321 PHONE: (330) 665-0660 FAX: (888) 208-4826 17 1 N O 0 0 1911 rWn V O 0 CO _JOrn o�'Q z> z=J W U ZU_W --I U f) OQW /> n LL J 2018 CESO INC RI€a STATE (� t S r� ("�T�i 1 14 Project No. 753977-01 Scale AS NOTED Drawn CESO Checked BWH Date 03.22.18 Drawing Title r CEIVE APR 18 2w LOWER FLOOR Ty NFEDERAL M PLAN REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.,_ (2) 500 GALLON WASTE OIL TANKS SHOULD BE PLACED AT END OF ;IBLE END OF BUILDING FOR TRUCKS, BASED ON SITE CONDITIONS 10" Drawing No. A-1 FINISH SCHEDULE FINISH LEGEND FINISH NOTES ROOM FLOOR BASE WALLS CEILING / EXPOSED STRUCTURE"' REMARKS Mark Color Finish Manufacturer Product A. W-1 FINISH SHALL BE MARLITE .090 PANELS. CONTACT 330 343-6621. USE B-3 BASE w ( ) w/ THIS WALL FINISH. B. W-2 FINISH IS AVAILABLE THROUGH CRANE COMPOSITES, CONTACT: KEVIN BELLINGER 0704-904-4730. C. PROVIDE STANDARD FRP TRIMS & MOLDINGS IN COLORS TO MATCH FRP FOR FINISHES W-1 & W-2. COMPLY w/ MANUFACTURERS INSTALLATION GUIDELINES USING ONLY APPROVED ADHESIVES AND SEALANTS. D. NOT USED. E. PROVIDE LIGHT BROOM FINISH ®CONCRETE SURFACES SCHEDULED TO RECEIVE F-3. F-1 SHALL BE A SEAMLESS, RESINOUS QUARTZ FLOORING SYSTEM AS MANUFACTURED BY SILIKAL. QUARTZ FLOORING SYSTEM SHALL CONSIST OF 61 CQ SELF -LEVELING BLACK SURFACE C OAT, FOLLOWED BY BROADCAST COAT (70% BLACK 10% BLUE 10% GREY 10% WHITE) FOLLOWED BY , • c • , TWO TOPCOATS OF R71 SEALER. INTEGRAL BASE IS INCLUDED AS PART OF THIS FLOORING SYSTEM. FOR PRICING, DISTRIBUTION, AND INSTALLATION, CONTACT JOHN COTHRAN 864-328-4572. PROVIDE YELLOW CAUTION STRIPING & BLUE END -OF -BAY MARKING INTEGRAL W FLOOR FINISH - SEE FLOOR PLAN. PAINT TO BE SHERWIN WILLIAMS PROPARK WATERBORNE TRAFFIC PAINT - BLUE FULL HEIGHT WAINSCOT rtms �r PR-1 Tinted to match " ' "`' , :,r _.r Sherwin Williams `M o Heavy duty Block Filler B42W46 " HEIGHT BOTTOM TOP WAITING AREA F-2 B-1 PR-3 PT-1 PER INT. ELEV. W-1 PR-3/PT-1 PR-3 PT-3 SEE INTERIOR ELEVATIONS FOR WAINSCOT PR-2 Tinted to match Sherwin Williams Pro-Cryl Primer B66310 Series OFFICE F-2 B-1 PR-3/PT-1 PR-3 PT-3 PR-3 Tinted to match PT-1 SW7012 (Creamy) Semi -gloss Sherwin Williams :.. Sherwin Williams Prep -Rite 200 Primer B28W200 Water Base Industrial Enamel B53-300 Series UNISEX RESTROOM F-2 B-1 PR-3 PT-1 PER INT. ELEV. W-1 PR-3/PT-1 PR-3/PT-3 SEE INTERIOR ELEVATIONS FOR WAINSCOT SERVICE BAYS F 1 B 2 PR-3 PT 1 PER INT. ELEV. W 2 PR-3 PT 1 PR-3 PT 3 SEE 3 A-7 FOR WAINSCOT DETAIL STORAGE ROOM F-3 B-1 PR-3/PT-1 PER INT. ELEV. W-1 PR-3 PT-1 PR-3/PT-3 SEE INTERIOR ELEVATIONS FOR WAINSCOT PT-2 SW7515 (Homestead Brown) Semi -gloss Sherwin Williams Sher-Cryl HPA B66-300 Series MECHANICAL ROOM F-3 -- PR-3 PT-5 PR-2 PT-5 DRUM TRANSFER STATION F-1 B-2 PR-3 PT-1 PR-3/PT-3 PT-3 Ceiling White PT-4 Valvoline Red ......... Semi -gloss 9 Semi -gloss Sherwin Williams Sherwin Williams Water Base Industrial Enamel BS3-300 Series Water Base Industrial Enamel B53-300 Series LUBE PIT F-3 -- PR-1 PT-5 PR-2 PT-5 CHANGING ROOM F-3 B-1 PR-1 PT-5 PR-2/PT-5 PT-5 Ultra White Semi -gloss Sherwin Williams Water Base Industrial Enamel B53-300 Series BREAK LOCKER AREA F-3 B-1 PR-1 PT-5 PR-2 PT-5 UVII Ii�te1 W-1 P-151 Light Gray __._._.. W-2 #731 Red Pebble _-.._..... Sandstone Marlite ~ _...__________ __.. Crane Composites FRP Panel wt Matching Color Trims \glass C _.._.___. FRP Panel w! Matching Color Trims STORAGE AREA F-1 B-2 PR-3/PT-1 PER INT. ELEV. W-2 PR-3/PT-1 PR-3/PT-3 SEE 3 A-7 FOR WAINSCOT DETAIL Plas'I:ic La nin tee ,, a PL 1 Dove Grey Ftnlsh-...w _ F-1 See Finish Note F _y,., m Matte � ITEM FINISH REMARKS NOTES: ANY MOISTURE PROBLEMS SUCH AS ROOF LEAKS, IMPROPER GRADING, ETC. MUST BE CORRECTED PRIOR TO PAINT APPLICATION.Icnr CLEAN & PREPARE ALL SURFACES ACCORDING TO COATING MFG. RECOMMENDATIONS. ALL GALVANIZED SURFACES SHALL BE CLEANED WITH SOLVENT AS RECOMMENDED BY MFG. PRIOR TO PRIMING AND PAINTING W/ MTL PRIMERS. RUSTED AREAS SHOULD PREPARED PER SSPC-SP2 OR SP3 HAND OR POWER TOOL CLEANING & PRIMED WITH PR-2 PRIOR TO APPLICATION OF SPECIFIED FINISH COATS. ALL SURFACES SHALL RECEIVE (2) APPLICATIONS OF TOP COAT, APPLIED ACCORDING TO MFG. RECOMMENDATIONS. ENTIRE DOOR & FRAME SHALL BE PAINTED ONE COLOR AS NOTED. ALL WELDS SHALL BE GROUND SMOOTH PRIOR TO PRIME COAT. ALL EXPOSED LINTELS SHALL BE PAINTED THE SAME COLOR AS THE DOOR FRAME AT MAN DOORS AND TO MATCH THE DESERT SAND METAL COLORS AT ALL OTHER EXPOSURES. EXPOSED STEEL AT LUBE PIT OPENINGS VALVOLINE RED SEE SPEC 9901 WIRE BRUSH RUST SPOTS PRIOR TO PRIMING Wilsonart Sdikal I Sherwin ionWilliams Standard HPL Finis n as2-6a Seamless,` Resinous System - See Finish Note y EXPOSED STEEL AT STAIR VALVOLINE RED SEE SPEC 9901 WIRE BRUSH RUST SPOTS PRIOR TO PRIMING F-z 5181D Classic Black g 12"x12"x1i8" ACT (Wax Floor) STAIR RAIL VALVOLINE RED SEE SPEC 9901 WIRE BRUSH RUST SPOTS PRIOR TO PRIMINGz.: F 3 Clear High Gloss MasterKure MasterKure CC 300, 3 Coats, Min. See finish note E Black Smooth �\Roppe or Eq. F, 700 Series 4" Rubber Cove Base B-2 See Finish Note C Silikal Seamless, Resinous System -See Finish Note D [B-1 Scilic! Surface x SS-1 Baja Melange #9030 ML WilsonArt Gibralter (Window Sills) 5'-0" OR PER CIVIL DRAWINGS Of w (L ry O 0 ir) V-1 8'-11" in 10'-0" 31-4" 2 601 A-4 11 18 12 5 11 -6 23 FD ALIGN f =0i I 2'-0" EQ. EQ. TYP 4'-02" 4 A-3 53'-6" -SIDE OF SILL TO OUTSIDE OF SILL 10'-0" " TYP. a 11 601 12 18 00 0 irdIII 1�f`IC11%1 IELIICIIICIIICIIII II���IIIIIII � �IIIIIIIIIIIIIIII ��11C�1.■I�Illlll�lelhl 1 �lellle1°Icllle ICia1�■tw�.�lA:}�R � 111 11 11 le re,•r�.•�L.Il..le - i�°i�iE�ll:i�t-�� i�* iele4;lliele d .11 IC..1.■. ..i■.11..10..1... 1 j� 18 11 2 600 11 A-4 10'-0" 3'-4" 10'-0" 53'-6" OUTSIDE OF SILL TO OUTSIDE OF SILL 3 A-3 3'- 3 39 A-4 4 A-4 2" 10'-81" 1' UPPER LEVEL FLOOR PLAN SCALE: 1 /4" = 1'-0" 5'-0" OR PER CIVIL DRAWINGS 1 GENERAL NOTES A. ALL WALLS SURROUNDING UNISEX RESTROOM AND OFF ICE SHALL BE INSULATED WITH R-13 BATT INSULATION. INSULATION SHALL EXTEND FULL HEIGHT TO INSULATED CEILINGS, TRUSS OR JOIST SPACE TO ACHIEVE A COMPLETE INSULATED ENVELOPE. VAPOR BARRIER IS NOT REQUIRED. B. ALL AREAS ABOVE CEILINGS (JOIST & TRUSS SPACES) SHALL BE INSULATED WITH R-30 BATT INSULATION AS REQUIRED TO ACHIEVE A COMPLETELY INSULATED ENVELOPE. PROVIDE VAPOR BARRIER ON WARM SIDE. BLOWN -IN INSULATION IS UNACCEPTABLE. C. ALL GYPSUM BOARD IN SERVICE BAYS AND STORAGE AREA SHALL BE 5/8" HIGH ABUSE FIRE SHIELD BY NATIONAL GYPSUM. D. ALL WALLS EXTENDING TO UNDERSIDE OF TRUSSES SHALL BE BRACED TO TRUSSES. PROVIDE ALL NECESSARY BLOCKING FOR A SOUND, STABLE INSTALLATION. E. REFER TO SHEET A-1 FOR EQUIPMENT SCHEDULE. F. DIMENSIONS FOR WALLS ON FLOOR PLAN ARE ROUGH FRAMING DIMENSIONS, U.N.O. , S LO "Al'1i I P1. KEY TO WALL TYPES EXTERIOR WALL- FIBER CEMENT BOARD LAP SIDING W/ STONE VENEER WAINSCOT PE R EXTERIOR ELEVAT IONS, OVER AIR M / OISTURE BARRIER, OVER PLYWOOD SHEATHING (PER STRUCTURAL), OVER 2x6 WALL STUDS (TYPE & SPACING PER STRUCTURAL). PROVIDE 5/8" HIGH ABUSE GYPSUM WALL BOARD ON INTERIOR FACE OVER POLYETHYLENE VAPOR BARRIER. INSULATE STUD CAVITY WITH R-19 BATT INSULATION. INTERIOR WALL: 2x4, 24, OR 2X8 STUDS ® 16" ox. WITH P.T. SILL PLATE AND DOUBLE TOP PLATE WITH 5/8" GYPSUM BOARD EACH SIDE. EXTEND WALL TO STRUCTURE. FLOOR PLAN KEY NOTES o 1. 4" YELLOW SAFETY STRIPE - INTEGRAL W/ FLOOR FINISH. SEE FINISH NOTE F. 2. FRP WALL FINISH THIS LOCATION / OR AREA. SEE INTERIOR ELEVATIONS & FINISH SCHEDULE. 3. PLASTIC LAMINATE COUNTERTOP AND WALL CABINETS ABOVE, SEE INTERIOR ELEVATIONS. SEE DETAIL 5/A-7. TOP OF FRP AT 52" A.F.F. 4. LINE OF METAL AWNING ABOVE. 5. PIPE BOLLARDS - SEE DTL. 6/A-10. (TYPICAL OF 4). 6. SINK - SEE PLUMBING PLANS. 7. WATER FOUNTAIN - SEE PLUMBING PLANS, 8. ELECTRICAL PANEL - SEE ELECTRICAL PLANS. 9. DRUM TRANSFER SHELVING. REFER TO INTERIOR ELEVATION 4/A-7 10. ROUTE LUBE BAR LINES DOWN IN SHAFT TO TANKS IN LUBE PIT. 11. PROVIDE BLACK CONCRETE APRONS IN FRONT OF OVERHEAD DOORS & @ DOOR APRONS AS SHOWN. REFER TO CIVIL PLANS FOR EXTENT OF PAVING. 12. EXTEND SILIKAL FLOOR FINISH TO OUTER EDGE OF SLAB ® BAY DOORS. 13. SLEEVE 1" PVC 6" A.F.F. THRU WALL FOR SERVICE BELL RINGER HOSE. 14. 11" PVC CHASE - ROUTE THRU SLAB INTO LOWER LEVEL w/ LIP OF PIPE EXTENDING 1" BELOW CONCRETE SLAB CEILING. PROVIDE PVC CAP. TOP OF PIPE TO EXTEND 10" ABOVE SLAB. 15. PROVIDE 1Ya"x9'4"x16 GA. STAINLESS STL CORNER GUARDS OVER FRP. CORNER GUARDS TO STOP AT TOP OF FRP. SEE DETAIL 1 /A-2. 16. MECHANICAL DUCT - SEE MECHANICAL DRAWINGS. PAINT DUCT TO MATCH WALLS WHERE EXPOSED TO VIEW. 17. EYEWASH - SEE PLUMBING PLANS. 18. LINE OF SIGNAGE - SEE EXT. ELEVATIONS. 19. LED "OPEN" SIGN. REFER TO INTERIOR/EXTERIOR ELEVATIONS AND ELECTRICAL DRAWINGS 20. SEE EXTERIOR ELEVATIONS SHT. A-3 REGARDING ADDITIONAL INFORMATION FOR ACCESS PANEL DOOR LOCATIONS. 21. ANTIFREEZE FUNNEL BY G.C. MOUNT ON WALL ABOVE 10" PVC CHASE 030" A.F.F. REFER TO DETAILS 1/A-7. 22. 6" ROYAL BLUE STRIPE - INTEGRAL W/ FLOOR FINISH. SEE FINISH NOTE F. 23. SLOPE FLOOR TOPPING TO FLOOR DRAINS APPROXIMATELY 30"0 AROUND FLOOR DRAIN - TYP. 24. LINE OF MECHANICAL EQUIPMENT - SEE MECHANICAL DRAWINGS. 25. AIR COMPRESSOR AIR PRESSURE SHUT OFF VALVE. 26. AUTO AIR DRYER TO BE LOCATED IN MECHANICAL ROOM. 27. SMOKE DETECTOR TO BE LOCATED IN MECHANICAL ROOM. 28, A/C MACHINE BY OWNER. 29. NEW BATTERY DISPLAY BY OWNER. 30. USED BATTERY DISPLAY BY OWNER. 31. TOOLBOX BY OWNER. 32. 4'-0" X 4'-0" CORK BOARD BY G.G. 33. 1'-4" x 1'-4" SQUARE BLUE GUIDE BOX ON FLOOR - INTEGRAL W/ FLOOR FINISH. SEE FINISH NOTE E. 34. WATER HEATER ON SHELF ABOVE. SEE SHEET A-7 FOR ADDITIONAL INFO 35. STOP FRP AT THIS POINT. 36. NO FRP ON THIS WALL 37. AIRLINE PEDESTAL LOCATION. 38. ANTI FREEZE WASTE SINK. 39. ALUMINUM DOWNSPOUT ORNER GUARD GYP. BOARD FRP FRP 1" TRIM CORNER GUARD 01 175 MONTROSE WEST AVE., SUITE 400 COPLEY, OH 44321 PHONE: (330) 665-0660 FAX: (888) 208-4826 00 00 r r w 04 O 6 0 0 y n ,C 0 0 w C) 2018 CESO, INC U) C 0 E 0 0 .N W W W (D Q O �o J_ co 00-5 p >_ <C I- zs.� z M JJ W L.L.. z�.W 150 > 0- U_ Q 08 F S STATE O A"P�Si{I;GTO Project No. 753977-01 Scale AS NOTED Drawn CESO Checked B W H Date 03.22.18 Drawing Title IPPER FLOOR: PLAN Drawing No. A111112 PLANTING DETAILS: 2" layer mulch feather away from trunk 50 native & 50 topsoil mix Finish Grade--\, Sidewalk 1" m - g 2X Min. Dia. Rootball 1/2" Dia. Black Rubber Hose (Typ) 12 Ga. Wire, Twist to Tighten 2" Dia. Tree Stakes (Typ) Tree Wrap as Specified to First Branching. Remove Burlap and Twine (and Wire Baskets) Off Top 1 /3 of Rootball 2" Mulch Layer Feathered Away from Trunk 3" Water Basin Curb & Asphalt Root barrier 4' to 5' dia. Ring (see note) Break Sides and Bottoms of Planting Pit to Allow for Root Penetration \ Planting Mix as Specified '-- Fertilizer Tablets as Specified Compacted Soil Base Fertilizer Tablets as Specified NOTES: 1. Plant Tree 1 Inch Higher Than Depth Grown In Nursery. Tree Pit Shall Not Be Less Than (2) Times Diameter of Rootball. 2. Rootbarrier Shall be 12 In. Deep and 8 L.F. on Each Side of Rootball Adjacent o Curbs and Paved Surfaces. 3. There Shall be a Minimum Rootball Diameter of 10 In. Per Trunk Caliper Inch as Measured 6 In. Above Rootball. Tree w/Root Barrier Planting Detail_ (Not ToScale) 1 gal. or 4" potted plant �\ o� material \ \ \ 0 Mound soil to form basin 9 � - - 3" above grade. Provide 3" clearance between root ball and 3" O Equidistant D edge of planting pit. spacing Use knife or sharp blade to cut Fertilizer tablets quantity per through bottom half of root manufacturer's recommended ball. Butterfly rootball to bring 0-0-0 application rates the root system closer to the surface. Groundcover Planting Detail 561 5��`�es�9\`6 D (Not To Scale) Fertilizer tablets quantity per manufacturer's recommended application rates Provide 6" clearance batwed root ball and edge of planting pit. *remove all treated or non bio-degradable materials PLANTING REQUIREMENTS: GENERAL NOTES: A. Plant material list submittal: within 30 calendar days after receipt of the notice to proceed, landscape contractor shall submit a complete list of materials proposed to be furnished and installed demonstrating conformance with the requirements specified. Include the name, addresses and telephone numbers of all plant material suppliers and growers. 1.A. Documentation shall also include suppliers name, contact person, address, telephone number, botanical and common name, plant size and size of container or ball. 1.13. Contractor shall provide a signed statement from the plant suppliers who have furnished the plant materials identifying the plant materials being supplied by botanical and common names, plant size and stating that all of the plants supplied by them are in healthy growing conditions meeting the asns. 1.C. Submit a project installation schedule, coordinated with the proposed soil amending and planting schedule to the landscape architect or owner for approval at least 30 calendar days prior to start of work under this section. B. Substitutions of plant materials will not be permitted unless authorized in writing by the landscape architect or owner. If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size and or variety. Such proof shall be substantiated and submitted in writing to the landscape architect or owner at least 30 days prior to start of work under this section. These provisions shall not relieve contractor of the responsibility of obtaining specified materials in advance if special growing conditions or other arrangements must be made in order to supply specified materials. C. Plants shall be subject to inspection and approval by landscape architect or owner for conformance to specifications upon delivery to the project site. Such approval shall not impair the subsequent right of inspection and rejection during progress of the work. Contractor shall give landscape architect 48 hours advance notice when plants will be delivered to the site for inspection. Inspection of plant materials shall take place within 24 hours of delivery to the site. D. Coordinate work with other trades as required. E. Locate all underground utilities prior to commencing work to avoid damage to buried pipes and cables. F. Provide protection for all property, persons, work in progress, structures, utilities, walls, curbs and paved surfaces from potential damage arising from this work. The contractor shall pay for any such damage at no additional cost to the owner. Unfinished and completed work shall be protected from erosion or trespassing, and proper safeguards shall be erected to protect the public from injury or danger. PLANTING NOTES: 1. Verify bedlines and plant layout with landscape architect prior to commencing work. 2. Verify that s `,. �,,onditions are acceptable prior to beginning work. Do not install any site elements or plant material until unsatisfactory conditions are corrected. When conditions detrimental to plant growth/constructed elements are encountered, immediately notify the owner. 3. Substitutionn- : changes in materials and placement shall be made only after writter ch-.nge orders are accepted by the owner. 4. Install protective fencing for on site existing trees and vegetation to remain, and plant material located on adjacent property prior to commencing work. The critical root protection area of all trees to remain has been established as a 1' radius of protection area for every 1" of diameter measured at 4.5' above grade, or the tree drip line, whichever is greater. Locate tree protection fencing as indicated on plan. Fencing is to be installed with stakes driven into the ground, not mounted on cinder blocks. Signage shall be affixed to the fencing that reads: 'No Entry, Tree Root Protection Area'. See existing tree and vegetation protection detail for additional information. 2" layer mulch feather away from trunk Mound soil to form 4" high basin — -_ (_ - - 50 native & 50 topsoil mix Cut and remove burlap from top 1/3 of ball or completely remove container* r wv� n —' 1 I=1 I 1 ! ;!!!I=idIi- =1 I I I-- \Ii\\��\!Ilii Slope conditions Shrub Plantina Detail (Not To Scale) 5. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, demonstrate the following: 1) General Soil Requirements: The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. The topsoil layer shall have an organic matter content of 5% dry weight for turf areas, and 10% dry weight for planting beds (typically around 20-25% compost for turf areas and 35-40% compost for planting areas). The soil portion must be 75-80% sandy loam for turf areas, and 60-65% sandy loam for planting areas. Soil pH should be 5.5-6.5 for turf areas, 5.5-7.0 for planting areas and 4.5-5.5 for areas planted with acid -tolerant or native plantings. 2) Requirements for Amending Existing Soil in Place: Turf Areas - Place and rototill 1.75 inches of composted material into 7.75 inches of existing soil for a total depth of 9.5 inches, and a settled depth of 8 inches. Subsoils below this layer should be scarified at least 4 inches, for a finished minimum depth of 12 inches of uncompated soil. Planting Beds - Place and rototil 3 inches of composted material into 6.5 inches of existing soil for a total depth of 9.5 inches, and a settled depth of 8 iches. Subsoils below this layer should be scarified at least 4 inches, for a finished minimum depth of 12 inches of uncompated soil. Do not scarify within drip lines of existing trees to be retained. 3) Requirements for Applying Imported Topsoil: Turf Areas and Planting Areas - Scarify or till subgrade in two directions to 6 inches depth. Entire surface should be disturbed by scarification. Do not scarify within drip lines of existing trees to be retained. Place 4 inches of imported topsoil mix on surface and till into 2 inches of soil. Place second lift of 4 inches topsoil mix on surface. 4) Requirements for Reapplying Stockpiled Topsoil: Turf Areas - Reapply stockpiled soil and rototill in 1.75 inches of composted material for a combined minimum depth of 8 inches of soil and compost. Planting Beds - Reapply stockpiled soil and rototil in 3 inches of composted material for a combined mimimum depth of 8 inches of soil and compost. 5) Within Stormwater Systems - On -site soil mixing or placement shall not be performed if soil is saturated or frozen. Total amended soil depth shall be a minimum of 18 inches. Mix all soil amendments uniformally throughout the rain garden soil section. Amended soil shall be placed in horizontal layers in no greater than 12" lifts. Allow soils to compact and settle naturally. Areas can be watered after each lift is placed to speed settling, but should not be wetted to saturation. Until the upstream catchment area is thoroughly stabilized, flow diversion and erosion control measures must be installed to protect the bioretention area from sedimentation. 6) Rake beds to smooth, clean and remove all rocks, roots and debris over 1 inch in diameter. Water or roll turf areas to compact soil to 85 percent of maximum. Finish grade shall be at least 3 inches below adjacent hard surfaces for planting areas to allow for application of mulch. Finished grade for turf areas shall be at least 2 inches below adjacent hard surfaces. All planting areas must be mulched with 2 inches of organic material, 6. Plants shall be pit planted with a 50/50 prepared mix of native soil and topsoil mix. See planting details for depth and staking requirements. 7. Fertilize all installed plants during backfill operations with organic fertilizer as recommended by manufacturer. 8. Mulch all planted areas with a minimum 2 inch (2") depth of medium fine bark mulch. Finish grade of mulch shall be one inch (1") below top of adjacent hard surface. 9. All plant material to be nursery grown stock and arrive on -site in a healthy, vigorous, well branched, disease and insect free condition. 10. Plant trees, shrubs and groundcover as shown in the planting details. Roughly scarify sides of the planting pits. Install plant material at finish grade and feather bark mulch away from base of plant. Water plant pits thoroughly midway through backfilling and add fertilizer tablets. Balled and burlapped material that cannot be installed immediately shall be heeled in, mulched and watered regularly to keep root balls moist. 11. Provide landscape maintenance immediately after planting and continue until final acceptance. Work shall include watering, spraying, fertilizing, pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal of weeds/debris as required for healthy plant growth. 12. Inspection and acceptance: the owner will make an inspection for substantial completion of the work upon request by the contractor. 13. Replacement of plantings: remove any plant from site that is either dead, or in unsatisfactory condition as determined by the owner or landscape architect. Replace with a new planting of equal size and species as soon as conditions permit within the normal planting season. All replacement plantings are then to be under re -instated guarantee period as specified. Identify those replacements and take whatever measures necessary to prevent similar demise of additional plant material. 14. Provide root barrier in a surround or linear pattern for tree plantings when trunk is located within five(5) linear feet of any paved surface. Deeproot universal barrier #ub18-2 (or approved equal). Install per manufacturer's recommendations. Warranty: The warranty shall include replacing and planting the same size and species of plant material, as shown on the landscape plan and that has been designated, by the landscape architect, to be replaced. Except for loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect or abuse by the owners or others. All plants replaced shall be re -instated under these plant guaranty conditions. IRRIGATION NOTES: 1. Site will, be watered by an automated underground sprinkler system - or a method proven equal - at time of landscape installation. 2 The irrigation plan will provide adequate watering of the installed landscape plan for a minimum of three years. 2" layer mulch, feather away from trunk " Mound soil to form basin 6" above grade I — 50 native & 50 — _ Fertilizer tablets quantity per topsoil mix 6" manufacturer's recommended application rates =1i1— Cut and remove burlap from top 1/2 of 12" greater than ball. Remove all treated or non bio-degradable material. Root ball width Conifer Tree Planting Detail_ (Not To Scale) Tacoma, WA 9840 w < t.253.272.4848 f.253.276.012 www.bradtree.com _..� ad\� aDD DDQ STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT W le n radl R' C o.*5 m 0 0 00 Ql Q Q J w 0 LL LLJ Z) 0 >Q 17 -17 LL REVISION No. Date By Scale NOT TO SCP Designer YSL Project Manager MFW Principal KBR Date o-4 April 2-o18 Phase DD E Sheet No. L-2 of 2 Sheets ri FOUNONREB,4RXREOCAP - PLS/{4OD45 FOUNONA/L B TAG ` //LLEG/BLED i t t � RIM=2621'1 r� I,�1YINlNJ= 2D .3' t I i I I ACCL sT�rE R/M=:Zfi8.41 /59a_LOFWMERJ L Tf ORE/LZ YS STOR AC/F/CA 34720' S011TAFEDERAL Y KC/N11 TIWEcNTS PARCEL #3797900D I I Slok?, f R47F (F(rLL OF' M �3D/ AC0 ESSESMT ASPHALT STO,YP,l1W RIM.=AVA.. FOUNONA/L B TAG 1 20 0 20 40 1 ! GRAPHIC SCALE (IN FEET) 2 i %--f r' ASPHALT t f 3 j ESMr � 1 � � °"� GYENDAL KUECKER-TRUSTEE STCiRPGR47E PARCEL #2021049060 I 2tFULI OF;�/.4TEf� FOUNONREBARS 9 � � REOCAPPLS#4D045 "O f }} w Cs v O/RTG�0UNO / PARCEL #9797900020 . .............. _ / SM4Z77 4 5, LEGEND EXISTING (APPLIES TO ALL CIVIL SHEETS) R/W RIGHT OF WAY LINE PARCEL LINE SUBJECT PROPERTY BOUNDARY LINE EASEMENT LINE CURB EDGE OF PAVEMENT -~ - -- - - EDGE OF WALK - ~ -~- - PAVEMENT MARKINGS STORM SEWER s TIV SANITARY SEWER SAN - ...�___ _ __...____._...... WATER LINE -- - -G GAS LINE OHE OVHD ELECTRIC LINE uc,- - UGND ELECTRIC LINE UGT UGND TELECOMM LINE - /X - MAJOR CONTOUR MINOR CONTOUR WATER METER @ STORM CATCH BASIN N WATER VALVE M STORM INLET BASIN 4 - POWER/TELEPHONE POLE OD STORM MANHOLE PROPOSED �2 REMOVE AND DISPOSE OF F0UNO#0REBARBRE00,40 EXISTING CURB � //LLEG/BLED REMOVE AND DISPOSE OF EXISTING PAVEMENT, SIDEWALK, AGGREGATE MULCHING, AND BASE MATERIALS 9 f T.4 ELL I' METAL SIGN 7 �' S t>5'HGT. T4009ELL S/GNEXTENOS ONTO SUBIECTPROPERTY BLOCK *; BYt>.3' WALL -/FOSS/BLEENCR040111 FNTJ 3 3VL .__ DEMOLITION PLAN GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCALITY, AND ALL UTILITY PROVIDERS LOCATED ON -SITE AND IN THE RIGHT OF WAY. 2. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER LOCAL PROJECT SPECIFICATIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL STATE/LOCAL ONE CALL AND THEN TO CONTACT ALL UTILITY COMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BE REMOVED AND/OR RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK. 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS, AND LOCAL PROJECT SPECIFICATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. 7. CONTRACTOR MAY LIMIT SAW -CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 8. SAW -CUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SIDEWALK LIMITS OR TO EXISTING JOINTS. 9. CONTRACTOR SHALL MAINTAIN A WELL -DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION. 10. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 11. EXTENT OF DEMOLITION WORK IS NOT LIMITED TO ONLY WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN. DEMOLITION WORK MUST BE COMPLETE SO THE PROPOSED STRUCTURES AND APPURTENANCES CAN BE CONSTRUCTED. 12. ALL POTENTIALLY HAZARDOUS/TOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TO DEMOLITION, AND PER DIRECTION OF THE ENVIRONMENTAL ENGINEER. 13. FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING FROM THE REMOVAL OPERATION. 14. ALL MATERIALS AND STRUCTURES DESIGNATED AS "TO BE REMOVED" SHALL BE DISPOSED OF OFF SITE AND AT THE COST OF THE CONTRACTOR. 15. DEAD SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT-OF-WAY (UNLESS PLANS OR UTILITY OWNER SPECIFY OTHERWISE) AND SEALED AND MADE WATERTIGHT. 16. ALL TRENCHES, HOLES AND PITS RESULTING FROM THE REMOVAL AND ABANDONMENT OF ANY STRUCTURE OR OBSTRUCTION SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 17. THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH ANY EXCAVATION OR DEMOLITION. O CODED NOTES: 1. PROTECT EXISTING CURB TO REMAIN. 2. PROTECT EXISTING PAVEMENTIWALK TO REMAIN. 3. PROTECT EXISTING UTILITY/STORM STRUCTURE TO REMAIN. 4. PROTECT EXISTING UTILITY/STORM LINES TO REMAIN. 5. PROTECT EXISTING STRUCTURE TO REMAIN. 6. SAW -CUT PAVEMENT OR WALK TO FULL DEPTH. 7. REMOVE AND DISPOSE OF EXISTING WALL. 8. EXISTING UTILITY STRUCTURE TO BE REMOVED OR RELOCATED. CONTRACTOR TO CONFIRM WITH UTILITY COMPANY PRIOR TO CONSTRUCTION. 9. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING UTILITY LINES PRIOR TO CONSTRUCTION. LINES TO BE RE-ROUTED IF CONFLICT WITH PROPOSED CONSTRUCTION. 10. AREA UNDER CONSTRUCTION AT TIME OF FIELD SURVEY WWWRCESOINC.COM 175 MONTROSE WEST AVE., COPLEY, OH 44321 PHONE: (330) 665-0660 FAX: (888) 208-4826 0 .N E 0 .N W W W W W a W 0 z co 0 00 0 0 U) U) 1911 2018 CESO, INC A TJJLJ �Mols TEF� AL Project No. 753977-01 Scale AS NOTED Drawn JMR Checked J RM Knowwhars below. Date 03.22.18 Call belom U dig Drawing Title EXISTING FORTY-EIGHT (48) HOURS BEFORE CONDITIONS & DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE DEMOLITION FOLLOWING AGENCIES: WASHINGTON ONE CALL AT 811 OR (800) 424-5555 AND ALL PLAN OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS Drawing No. PROJECT AND ARE NONMEMBERS OF ^�.O WASHINGTON ONE CALL. v f lc s>12 ACCESSESMT % 1 VNESMT srW �>.=,1w 28XR t .0 1 u WT f i 20 0 20 40 } >s^ T i i GRAPHIC SCALE (IN FEET) VIOL xxxx PACIFIC HWY S (1,664 SF) :r I h C` a �1T0pW_114,4,1`F C' /v kCLLfiSTi7l'C r`r PAC/F/CH/GHWAYSOUTH J ` sic>, s;� s �R O. GY , j,/v= 272cs ' l/BL/CASPHALTROAD nr r R UGT IGT : JG st UG UG t G1 v _� .,7 _. - - - - - - - - =` ---- - m. m-- _ _ _ _ _ - �`- - _._..-...-.._.... _._...._ - _'.�"_- 7 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PROJECT NARRATIVE: PLAN ENGINEERS: OWNER/DEVELOPER: CESO, INC. VALVOLINE INSTANT OIL CHANGE 2800 CORPORATE EXCHANGE DR, STE 160 100 VALVOLINE WAY COLUMBUS, OH 43231 LEXINGTON, KY 40509 P. (614) 942-3017 P. (859) 357-7641 CONTACT: JEFF LONCHOR CONTACT: BRETT HOLTEGEL THE PROPOSED PROJECT IS THE CONSTRUCTION OF AN INSTANT OIL CHANGE FACILITY. THE TOTAL DISTURBED AREA IS APPROXIMATELY 0.62 ACRES. THE ENTIRE SITE DRAINS TO STORMWATER MANAGEMENT POND IN THE SOUTHWEST CORNER OF THE SITE, WHICH DISCHARGES TO THE PACIFIC HIGHWAY SOUTH STORM SEWER SYSTEM. ON -SITE SOILS: EwC - EVERETT-ALDERWOOD GRAVELLY SANDY LOAMS, 6 TO 15 PERCENT SLOPES 100% HYDROLOGIC SOIL GROUP = A EXISTING SITE CONDITIONS: VACANT, UNDEVELOPED PROPERTY. SEQUENCE OF CONSTRUCTION: 1. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN. 2. BEGIN DEMOLITION OF SELECT SITE ITEMS. 3. BEGIN GRADING THE SITE. MAKING SURE THAT EROSION CONTROL MEASURES ARE IN PLACE AND WORKING PROPERLY THROUGHOUT GRADING OPERATIONS. 4. APPLY SOD WITHIN (7) DAYS OF EXCAVATION. 5. BEGIN CONSTRUCTION OF ALL STORM SEWER AND UNDERGROUND UTILITIES. INSTALL INLET PROTECTION CONCURRENT WITH CONSTRUCTION OF PROPOSED STORM STRUCTURES. 6. FINE GRADING, SUBGRADE PREPARATION AND SITE PAVING. 7. CONSTRUCT BUILDING. 8. BEGIN CONSTRUCTION OF PARKING LOT, DRIVES, SIDEWALKS, AND CONCRETE FLATWORK. 9. PERMANENTLY SOD REMAINDER OF PERVIOUS AREAS. PERMANENT SOD SHALL BE INSTALLED WITHIN (7) DAYS OF COMPLETION OF FINAL GRADING IN UNPAVED AREAS. 10. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER SITE ACHIEVES "FINAL STABILIZATION". 11. REFER TO LANDSCAPE PLAN FOR SEEDING. * CONTRACTOR SHALL MODIFY THE SEQUENCE OF CONSTRUCTION BASED ON SITE CONDITIONS. CONTRACTOR TO NOTIFY PROJECT MANAGER PRIOR TO CHANGING SEQUENCE OF CONSTRUCTION. LEGEND REFER TO TITLE SHEET FOR EXISTING LEGEND ITEMSYy PROPOSED STM STORM SEWER LIMITS OF DISTURBANCE —SF—SF—SF—SF—SILT FENCE 000000000000000000000000 STRAW WATTLE Q® CONCRETE WASHOUT CESO 175 MONTROSE WEST AVE., COPLEY, OH 44321 PHONE: (330) 665-0660 FAX: (888) 208-4826 eo 00 DB DANDY BAG INLET PROTECTION N o O 0 DC DANDY CURB INLET PROTECTION TS TEMPORARY SEEDING PS PERMANENT SEEDING STORM MANHOLE ■ CATCH BASIN m CURB INLET �— HEADWALL E ADM AREA DRAIN O STABILIZED CONSTRUCTION ENTRANCE 0 it ROCK CHANNEL PROTECTION 2018 CESO, INC Know whars below. Call YOU dig. Project No. Scale Drawn Checked Date Drawing Title FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: WASHINGTON ONE CALL AT 811 OR (800) 424-5555 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS Drawing No. PROJECT AND ARE NONMEMBERS OF WASHINGTON ONE CALL. W W W LL W W �- z 0 m 0 0 0 LL 0 0 W W U) o z �W V Q O o J000 m Q � Q Q Z �=Q U) z = J W U < ZILW _CD)O 0 Lu >-LL J i 753977-01 AS NOTED JMR JRM 03.22.18 C3.0 STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES: 1. ALL EROSION AND SEDIMENTATION CONTROL SHALL BE PERFORMED ACCORDING TO: SWPPP AND DETAIL PLANS; ACCORDING TO THE LATEST STATE -ISSUED DRAINAGE DESIGN AND EROSION CONTROL MANUAL; ANY AND ALL REQUIRED PERMITS, REPORTS, AND RELATED DOCUMENTS. ALL CONTRACTORS AND SUBCONTRACTORS MUST BECOME FAMILIAR WITH ALL OF THE ABOVE. 2. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AND GRADE CHANGES TO THE SITE AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 3. CONTRACTOR SHALL MINIMIZE CLEARING AND DISTURBANCE TO THE ENVIRONMENT TO THE MAXIMUM EXTENT POSSIBLE OR AS REQUIRED BY THE GENERAL PERMIT. 4. SEDIMENT STRUCTURE AND PERIMETER SEDIMENT BARRIERS SHALL BE IMPLEMENTED AS THE FIRST STEP OF GRADING BEFORE THE START OF CLEARING AND GRUBBING, AND SHALL CONTINUE TO FUNCTION UNTIL THE SLOPE DEVELOPMENT AREA IS RESTABILIZED. SEDIMENT CONTROL DEVICES SHALL BE IMPLEMENTED FOR ALL AREAS REMAINING DISTURBED FOR OVER FOURTEEN (14) DAYS. 5. PERMANENT SOIL STABILIZATION OF DISTURBED AREAS BY MEANS OF VEGETATION, LANDSCAPE TYPE MULCHING, MATTING, SOD, RIP RAP, AND OTHER APPROVED LANDSCAPING TECHNIQUES TO BE APPLIED AS FOLLOWS: • WITHIN SEVEN (7) DAYS OF ANY AREA THAT WILL BE DORMANT FOR ONE (1) YEAR OR MORE. • WITHIN TWO (2) DAYS OF ANY AREA WITHIN 50 FEET OF A SURFACE WATER OF THE STATE AT FINAL GRADE. • WITHIN SEVEN (7) DAYS FOR ANY OTHER AREA AT FINAL GRADE. 6. TEMPORARY SOIL STABILIZATION OF DISTURBED AREAS BY MEANS OF TEMPORARY VEGETATION, MULCHING, GEOTEXTILES, SOD, PRESERVATION OF EXISTING VEGETATION, AND OTHER APPROVED TECHNIQUES TO BE APPLIED AS FOLLOWS: • WITHIN TWO (2) DAYS OF ANY AREA WITHIN 50 FEET OF A SURFACE WATER OF THE STATE NOT AT FINAL GRADE THAT WILL REMAIN DORMANT FOR OVER FOURTEEN (14) DAYS. • WITHIN SEVEN (7) DAYS OF ANY AREA THAT WILL REMAIN DORMANT FOR MORE THAN FOURTEEN (14) DAYS, BUT LESS THAN ONE (1) YEAR. • PRIOR TO THE ONSET OF WINTER WEATHER FOR AREAS THAT WILL BE IDLE OVER WINTER. 7. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. ALL SLOPES 3:1 OR STEEPER SHALL BE FERTILIZED, SEEDED, AND CURLEX BLANKETS BY AMERICAN EXCELSIOR COMPANY, NORTH AMERICAN GREEN, INC. OR AN APPROVED EQUAL SHALL BE INSTALLED ON THE SLOPES. 8. NO SOLID (OTHER THAN SEDIMENT) OR LIQUID WASTE, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED IN STORM WATER RUNOFF. 9. ALL NON -SEDIMENT POLLUTANTS MUST BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES. WASH OUT OF CONCRETE TRUCKS SHOULD OCCUR IN DESIGNATED PIT OR DIKED AREAS, WHERE WASHINGS CAN BE REMOVED AND PROPERLY DISPOSED OFF -SITE WHEN THEY HARDEN. STORAGE TANKS SHOULD ALSO BE LOCATED IN PIT OR DIKED AREAS. IN ADDITION, SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CLEAN AND CONTAIN FUEL AND CHEMICAL SPILLS MUST BE KEPT ON SITE. NO TOXIC OR HAZARDOUS WASTES SHALL BE DISPOSED INTO STORM DRAINS, SEPTIC TANKS, OR BY BURNING OR MIXING WASTES. 10. IF THE ACTION OF VEHICLES TRAVELING OVER THE STABILIZED CONSTRUCTION ENTRANCE DOES NOT SUFFICIENTLY REMOVE MOST OF THE DIRT AND MUD, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. PROVISIONS MUST BE MADE TO INTERCEPT THE WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DISPOSED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE SITE THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. DUST CONTROL USING APPROVED MATERIALS MUST BE PERFORMED AT ALL TIMES. DUST SUPPRESSANTS SHALL NOT BE APPLIED NEAR CATCH BASINS FOR STORM SEWERS OR OTHER DRAINAGE WAYS. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS PROHIBITED. 13. ON -SITE AND OFF -SITE STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION BY THE USE OF BEST MANAGEMENT PRACTICES. THESE AREAS MUST BE SHOWN ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITTING ALL OFF -SITE BORROW AND SPOIL AREAS UNDER A SEPARATE PERMIT. 14. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED ONTO THE ROADWAYS OR INTO THE STORM SEWERS MUST BE REMOVED IMMEDIATELY. 15. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH DAY; THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR ASPHALT FOR ROAD CONSTRUCTION. 16. THE LAST LAYER OF SOIL, INCLUDING TOPSOIL, SHOULD BE COMPACTED TO 80% - 85% OF THE MAXIMUM STANDARD PROCTOR DENSITY, IN AREAS OUTSIDE THE PARKING LOT THAT WILL RECEIVE VEGETATION. THIS IS PARTICULARLY IMPORTANT IN CUT SLOPE AND EMBANKMENT AREAS. IN PAVEMENT AND ISLAND AREAS, IT IS RECOMMENDED THAT THE SOIL BE COMPACTED TO 98% AND 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY RESPECTIVELY; THE LAST COMPACTED LAYER MAY BE SCARIFIED TO IMPROVE THE SOIL GROWTH CHARACTERISTICS. 17. CONTRACTOR TO DELINEATE STOCKPILE LOCATION ON PLANS TO BE KEPT ON SITE DURING CONSTRUCTION. 18. CONSTRUCT STOCKPILES IN ACCESSIBLE LOCATIONS THAT DO NOT INTERFERE WITH NATURAL DRAINAGE. INSTALL APPROPRIATE SEDIMENT CONTROLS TO TRAP SEDIMENT SUCH AS SILT FENCE IMMEDIATELY ADJACENT TO THE STOCKPILE OR SEDIMENT TRAPS OR BASINS DOWNSTREAM OF STOCKPILE. STOCKPILE SIDE SLOPES SHALL NOT EXCEED A RATIO OF 2:1. 19. IF A STOCKPILE IS STORED FOR MORE THAN FOURTEEN (14) DAYS, IT SHOULD BE TEMPORARILY SEEDED, OR COVERED WITH A TARP. 20. ALL RIP RAP MUST BE PLACED OVER GEOTEXTILE FILTER. 21. CONTAINERS SHALL BE AVAILABLE FOR DISPOSAL OF DEBRIS, TRASH, HAZARDOUS OR PETROLEUM WASTES. ALL CONTAINERS MUST BE COVERED AND LEAK -PROOF. ALL WASTE MATERIAL SHALL BE DISPOSED OF AT FACILITIES APPROVED FOR THE PERTINENT MATERIAL. 22. BRICKS, HARDENED CONCRETE, AND SOIL WASTE SHALL BE FREE FROM CONTAMINATION WHICH MAY LEACH CONSTITUENTS TO WATERS OF THE STATE. 23. ALL CONSTRUCTION AND DEMOLITION DEBRIS (C&DD) WASTE SHALL BE DISPOSED OF IN AN APPROVED C&DD LANDFILL. CONSTRUCTION DEBRIS MAY BE DISPOSED OF ON -SITE WITH OWNER'S APPROVAL, BUT DEMOLITION DEBRIS MUST BE DISPOSED OF IN AN APPROVED LANDFILL. MATERIALS WHICH CONTAIN ASBESTOS MUST COMPLY WITH AIR POLLUTION REGULATIONS. 24. CLEAN CONSTRUCTION WASTES THAT WILL BE DISPOSED INTO THE PROPERTY SHALL BE SUBJECT TO ANY LOCAL PROHIBITIONS FROM THIS TYPE OF DISPOSAL. 25. AREAS SHALL BE DESIGNATED FOR MIXING OR STORAGE OF COMPOUNDS SUCH AS FERTILIZERS, LIME ASPHALT, OR CONCRETE. THESE DESIGNATED AREAS SHALL BE LOCATED AWAY FROM WATERCOURSES, DRAINAGE DITCHES, FIELD DRAINS, OR OTHER STORMWATER DRAINAGE AREAS. 26. EQUIPMENT FUELING & MAINTENANCE SHALL BE IN DESIGNATED AREAS ONLY. THESE DESIGNATED AREAS SHALL BE LOCATED AWAY FROM WATERCOURSES, DRAINAGE DITCHES, FIELD DRAINS, OR OTHER STORMWATER DRAINAGE AREAS. 27. A SPILL PREVENTION CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED FOR SITES WITH ONE ABOVE -GROUND STORAGE TANK OF 660 GALLONS OR MORE, TOTAL ABOVE -GROUND STORAGE OF 1,330 GALLONS, OR BELOW -GROUND STORAGE OF 4,200 GALLONS OF FUEL. 28. ALL DESIGNATED CONCRETE WASHOUT AREAS SHALL BE LOCATED AWAY FROM WATERCOURSES, DRAINAGE DITCHES, FIELD DRAINS OR OTHER STORMWATER DRAINAGE AREAS. 29. ALL CONTAMINATED SOIL MUST BE TREATED AND/OR DISPOSED IN AN APPROVED SOLID WASTE MANAGEMENT FACILITY OR HAZARDOUS WASTE TREATMENT, STORAGE AND DISPOSAL FACILITIES (TSDFs). 30. IF THE SITE CONTAINS CONTAMINATED SOIL, THE FOLLOWING SHALL BE USED TO PREVENT CONTAMINATION FROM BEING RELEASED: A. BERMS, TRENCHES, AND PITS TO COLLECT CONTAMINATED RUNOFF AND PREVENT DISCHARGES. B. PUMPING RUNOFF INTO A SANITARY SEWER (WITH PRIOR APPROVAL OF THE SANITARY SYSTEM OPERATOR) OR INTO A CONTAINER FOR TRANSPORT TO AN APPROPRIATE TREATMENT/DISPOSAL FACILITY. C. COVERING AREAS OF CONTAMINATION WITH TARPS OR OTHER METHODS THAT PREVENT STORMWATER FROM COMING INTO CONTACT WITH THE MATERIAL. 31. APPROPRIATE MEASURES MUST BE TAKEN TO ENSURE THAT ALL PROPER AIR POLLUTION PERMITS ARE OBTAINED. 32. PROCESS WASTEWATERS SHALL BE COLLECTED AND DISPOSED OF PROPERLY. 33. PROTECTED STORAGE AREAS SHALL BE USED FOR INDUSTRIAL AND CONSTRUCTION MATERIALS IN ORDER TO MINIMIZE THE EXPOSURE OF SUCH MATERIALS TO STORMWATER. 34. IF THERE IS HIGH GROUND WATER AT THIS SITE, CONTRACTOR IS RESPONSIBLE FOR DESIGNING AND IMPLEMENTING A PLAN TO CONTROL BOTH SURFACE AND GROUND WATER DURING THE COURSE OF CONSTRUCTION. 35. DISCHARGE OF WATER WITH POTENTIAL SEDIMENT FROM THE SITE SHALL BE THROUGH A FILTER BAG, SUMP PIT OR OTHER SEDIMENT REMOVAL DEVICE. 36. ALL WATER FROM DEWATERING ACTIVITIES SHALL BE PROCESSED THROUGH A BMP PRIOR TO LEAVING THE SITE. SWPPP MAINTENANCE NOTES: ALL CONTROL MEASURES STATED IN THE SWPPP SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL TEMPORARY OR PERMANENT STABILIZATION OF THE SITE IS ACHIEVED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY A QUALIFIED PERSON IN ACCORDANCE TO THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED ACCORDING TO THE FOLLOWING: WWW.CESOINC.COM 175 MONTROSE WEST AVE., COPLEY, OH 44321 PHONE: (330) 665-0660 FAX: (888) 208-4826 1. INLET PROTECTION DEVICES AND CONTROLS SHALL BE REPAIRED OR REPLACED WHEN THEY SHOW SIGNS OF UNDERMINING AND III I I ( I N OR DETERIORATION. INLET PROTECTION DEVICES SHOULD BE ROUTINELY CLEANED AND MAINTAINED. Cl) CO 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STANDING OF GRASS IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. MINIMIZE OFF -SITE SEDIMENT TRACKING OF VEHICLES BY THE USE OF STONE MATERIAL IN ALL CONSTRUCTION ENTRANCES, ALONG WITH REGULARLY SCHEDULED SWEEPING/GOOD HOUSEKEEPING. STABILIZED CONSTRUCTION ENTRANCES TO BE PROPERLY MAINTAINED BY GENERAL CONTRACTOR AND IN GOOD WORKING ORDER AT ALL TIMES; THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE STONE AS CONDITIONS DEMAND. 4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE) BY GENERAL CONTRACTOR. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5. CONTRACTORS AND SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ALL SEDIMENT FROM THE SITE, AND STORM SEWER SYSTEMS. SEDIMENT DEPOSITION DURING SITE STABILIZATION MUST ALSO BE REMOVED. 0 0 6. STONE CONSTRUCTION EXIT TO BE MAINTAINED BY GENERAL CONTRACTOR UNTIL SITE HAS BEEN PAVED OR IS NO LONGER u) REQUIRED. E 7. ALL CATCH BASIN GRATES ARE TO BE PROTECTED WITH DANDY BAGS AFTER THEY ARE INSTALLED. THEY SHOULD BE ROUTINELY s CLEANED AND MAINTAINED. > a) rr 8. CONTAINERS SHALL BE AVAILABLE FOR DISPOSAL OF DEBRIS, TRASH, HAZARDOUS OR PETROLEUM WASTES, ALL CONTAINERS MUST BE COVERED AND LEAK -PROOF. ALL WASTE MATERIAL SHALL BE DISPOSED OF AT FACILITIES APPROVED FOR THE PERTINENT MATERIAL W W 9. BRICKS, HARDENING CONCRETE AND SOIL WASTE SHALL BE FREE FROM CONTAMINATION WHICH MAY LEACH CONSTITUENTS TO w WATERS OF THE STATE. i= w a 10. CLEAN CONSTRUCTION WASTES THAT WILL BE DISPOSED INTO THE PROPERTY SHALL BE SUBJECT TO ANY LOCAL PROHIBITIONS a- w FROM THIS TYPE OF DISPOSAL. o � m 0 11. ALL CONSTRUCTION AND DEMOLITION DEBRIS (C&DD) WASTE SHALL BE DISPOSED OF IN AN APPROVED C&DD LANDFILL. 0 O CONSTRUCTION DEBRIS MAY BE DISPOSED OF ON -SITE, BUT DEMOLITION DEBRIS MUST BE DISPOSED IN AN APPROVED LANDFILL. ALSO, MATERIALS WHICH CONTAIN ASBESTOS MUST COMPLY WITH AIR POLLUTION REGULATIONS. o ui U) U) 12. AREA SHALL BE DESIGNATED BY CONTRACTOR AND SHOWN ON SWPPP MAP FOR MIXING OR STORAGE OF COMPOUNDS SUCH AS FERTILIZERS, LIME ASPHALT, OR CONCRETE, THESE DESIGNATED AREAS SHALL BE LOCATED AWAY FROM WATERCOURSES, o DRAINAGE DITCHES, FIELD DRAINS, OR OTHER STORMWATER DRAINAGE AREA. Z 13. EQUIPMENT FUELING & MAINTENANCE SHALL BE IN DESIGNATED AREAS ONLY. 14. ALL DESIGNATED CONCRETE WASHOUT AREAS SHALL BE LOCATED AWAY FROM WATERCOURSES, DRAINAGE DITCHES, FIELD DRAINS OR OTHER STORMWATER DRAINAGE AREAS. 15. ALL CONTAMINATED SOIL MUST BE TREATED AND/OR DISPOSED IN AN APPROVED SOLID WASTE MANAGEMENT FACILITY OR HAZARDOUS WASTE TREATMENT, STORAGE OR DISPOSAL FACILITIES. 16. THE CONTRACTOR SHALL CONTACT THE <STATE ENVIRONMENTAL PROTECTION AGENCY> AT XXX.XXX.XXXX, THE LOCAL FIRE DEPARTMENT, AND THE LOCAL EMERGENCY PLANNING COMMITTEE IN THE EVENT OF A PETROLEUM SPILL (>25 GALLONS) OR THE PRESENCE OF SHEEN. 17. OPEN BURNING IS NOT PERMITTED ON THE SITE. "H 18. CONTRACTOR TO ENSURE STREETS SHALL BE CLEARED OF DEBRIS FROM SITE AND SWEPT CLEAN ON AN AS -NEEDED BASIS. POST -CONSTRUCTION STORMWATER SYSTEM MAINTENANCE SYSTEM MAINTENANCE REQUIREMENTS FREQUENCY STORM SEWER PIPE CHECK FOR SEDIMENT ACCUMULATION AND BROKEN PIPES. SEMI-ANNUALLY CATCH BASIN(S) OR CHECK FOR TRASH ACCUMULATION, OR BROKEN CONCRETE SEMI-ANNUALLY STORMWATER VAULT(S) OUTFALL STRUCTURE(S) CHECK FOR TRASH ACCUMULATION, OR EROSION SEASONALLY ENERGY DISSIPATER(S) CHECK RIP RAP FOR STRUCTURAL INTEGRITY AND EROSION SEMI-ANNUALLY UTILIZE INSPECTION PORTS TO CHECK SEDIMENT UNDERGROUND ACCUMULATION IN THE UNDERGROUND DETENTION CHAMBERS. DETENTION CHAMBERS WHEN THE AVERAGE DEPTH OF SEDIMENT EXCEEDS 3 INCHES SEMI-ANNUALLY THROUGHOUT THE LENGTH OF THE ISOLATOR ROW, CLEAN -OUT SHOULD BE PERFORMED. Lu I Q _ JCID O�} M ~ Orn CO O O Q ` � Q � Q=i' c Z = ui Z L.L. W -I U < 0 W O I.L J 2018 CESO, INC 43525 1)\1Is ATE° Project No. 753977-01 Scale AS NOTED Drawn J RM Checked J R M Date 03.22.18 Drawing Title SWPPP NOTES Drawing No. C 3.1 DANDY BAG® e DedIIIIIIII �M&59MW pmoa cuz O00 DANDY BAG® SPECIFICATIONS NOTE: THE DANDY BAG® WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: HI -FLOW DANDY BAG® (SAFETY ORANGE) MECHANICAL PROPERTIES TEST METHOD LINIITS MARV GRAB TENSILE STRENGTH ASTM D 4632 kN (Ibs) 1.62 (365) x 0.89 (200) GRAB TENSILE ELONGATION ASTM D 4632 % 24 x 10 PUNCTURE STRENGTH ASTM D 4833 kN (Ibs) 0.40 (90) MULLEN BURST STRENGTH ASTM D 3786 kPa (Ibs) 3097 (450) TRAPEZOID TEAR STRENGTH ASTM D 4533 kN (Ibs) 0.51 (115) x 0.33 (75) UV RESISTENCE ASTM D 4355 % 90 APPARENT OPENING SIZE ASTM D 4751 Mm (US Std Sieve) 0.425 (40) FLOW RATE ASTM D 4491 1/min/m (gal/min/ft) 5907 (145) PERMITTIVITY ASTM D 4491 Sec 2.1 *Note: All Dandy Bags® can be ordered with our optional oil absorbent pillows DB DANDY BAG DETAIL NTS SANDBAG 10 mil PLASTIC LINING - 0 O = 3m U BERM z 0 off.. SECTION "A -A" fo 1P co 0 N LATH AND 3m v FLAGGING a ON 3 SIDES ❑ O O O O 0 m ❑UI rn T Li m LO 10 mil O VARIES ❑ PLASTIC LINING U U) ❑ ❑ z O U z g O O ❑ El a > SANDBAG (TYP.) BERM U M O NOTE: � 1. ACTUAL LAYOUT DETERMINED IN THE FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE w INSTALLED WITHIN 10m OF THE TEMPORARY w CONCRETE WASHOUT FACILITY. w ti LO "BELOW GRADE" w z J O J U W O a A V/ WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO WOOD STAKES 10 mil PLASTIC LINING SECTION "A -A" 3m A CRIES 10 mil PLASTICI LINING EM PLAN VIEW RIGHT OF WAY DIVERSION, AS NEEDED EXISTING PAVED SURFACE rl' OR SUFFICIENT TO DIVERT RUNOFF CULVERT AS PROFILE NEEDED �E STABILIZED CONSTRUCTION ENTRANCE 1. AGGREGATE SIZE - IDOT COARSE AGGREGATE GRADATIONS: CA-1, CA-2, CA-3, OR CA-4. 2. LENGTH -THE CONSTRUCTION ENTRANCE SHALL BE AS LONG AS REQUIRED TO STABILIZE HIGH TRAFFIC AREAS BUT NOT LESS THAN 70 FT. (EXCEPTION: APPLY 30 FT. MINIMUM TO SINGLE RESIDENCE LOTS. 3. THICKNESS - THE STONE LAYER SHALL BE AT LEAST 6 INCHES. 4. WIDTH - THE ENTRANCE SHALL BE AT LEAST 14 FEET WIDE, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER FABRIC - FILTER FABRIC SHALL BE USED UNDER THE AGGREGATE TO MINIMIZE THE MIGRATION OF STONE INTO THE UNDERLYING SOIL BY HEAVY VEHICLE LOADS. THE FILTER FABRIC SHALL MEET THE REQUIREMENTS OF MATERIALS SPECIFICATION 592 GEOTEXTILE TABLE 1 OR 2, CLASS I, II, OR IV. 6. TIMING - THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED AS SOON AS IS PRACTICAL BEFORE MAJOR GRADING ACTIVITIES. 7. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STAPLES (2 PER BALE) WOOD OR METAL - STAKES (2 PER BALE) STAKE (TYP.) �.-- TWO STACKED 2x12 ROUGH WOOD FRAME "ABOVE GRADE" w/ WOOD PLANKS NATIVE MATERIAL (OPTIONAL) 10 mil PLASTIC LINING SECTION "A -A" 3m NTS BINDING WIRE STRAW BALE (TYP.) / 0 0 p A / o A VARIES / 10 mil PLASTIC LINING 77 /o o Q o o. o ; STAKE (TYP.) STRAW BALE (TYP.) NOTES: 1. ACTUAL LAYOUT DETERMINED IN THE FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 10 m OF THE TEMPORARY CONCRETE WASHOUT FACILITY. CW CONCRETE WASHOUT DETAIL NTS PLAN VIEW 8. WASHING - IF CONDITIONS ON THE SITE ARE SUCH THAT THE VEHICLES TRAVELING OVER THE GRAVEL DO NOT REMOVE THE MAJORITY OF THE MUD, THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SEDIMENT TRAPPING FACILITY SUCH AS PRACTICE STANDARDS "IMPOUNDMENT STRUCTURE -ROUTED 842 OR TEMPORARY SEDIMENT TRAP 960". ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES, WATERCOURSEES, OR SURFACE WATERS INCLUDING MWETLANDS. A WASH RACK MAY BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 9. LOCATION - THE WASHING STATION SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. 10. TIMING - THE GRAVELED ACCESS SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE START OF SITE DISTURBANCE. 11. REMOVAL - THE ENTRANCE SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE DISTURBED AREA IS STABILIZED BY PERMANENT BEST MANAGEMENT PRACTICES. 12. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS OR STREETS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL AGGREGATE. ALL SEDIMENT SPILLED, DROPPED, OR WASHED ONTO OPUBLIC RIGHT-OF-WAYS MUST BE REMOVED IMMEDIATELY. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PLYWOOD PAINTED WHITE (1200mm x 61Omm) BLACK LETTERS ::CONCRETE: + (150mm HEIGHT) WASHOU !+! LAG SCREWS (12.5mm) 915mm 915mm WOOD POST (89mm x 89mm x 2.4m) CONCRETE WASHOUT SIGN DETAIL {�- 50mm 200mm I I STEEL WIRE 3.05mm DIA. STAPLE DETAIL CURB OPENING WITHOUT GRATE OVERFLOW GAP AGGREGATE �\ POUCH 5' MAX ER FABRIC GROUND z_ SURFACE 2 0 CO T TEMPORARY SILT FENCE DETAIL NTS SILT FENCE NOTES: FILTER FABRIC SHALL BE SELECTED USING MATERIAL SPECIFICATION 592 GEOTEXTILE. WOOD POSTS SHALL BE OF SOUND QUALITY WOOD WITH A NOMINAL CROSS SECTIONAL AREA OF 1.5 X 1.5 INCHES. 1.5"x1.5" WOOD POSTS FILTER FABRIC FLOW GROUND .� SURFACE STEEL POST SHALL BE STANDARD T AND U SECTIONS WEIGHING NOT LESS THAN 1.33 POUNDS PER LINEAR FOOT OR OTHER STEEL POSTS HAVING EQUIVALENT STRENGTH AND BENDING RESISTANCE. THE MAXIMUM SPACING SHALL BE 5 FEET. WHEN WIRE OR OTHER FORMS OF APPROVED BACKING ARE USED, THE MAXIMUM SPACING MAY BE INCREASED TO 10 FEET. THE POSTS SHALL BE DRIVEN A MINIMUM OF 18 INCHES INTO THE GROUND OR AS APPROVED BY THE ENGINEER. WIRE FENCE SHALL BE A MINIMUM OF 1-GAUGE WIRE WITH A MAXIMUM 6-INCH MESH OPENING. THE FILTER FABRIC SHALL BE FURNISHED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE WIRE FENCE NEEDED TO AVOID SPLICES. WHEN SPLICES ARE NECESSARY, THE FABRIC SHALL BE SPLICED AT A SUPPORT POST AND POSTS TWISTED TOGETHER PER DRAWING IUM-62OBW SO SILT -LADEN WATER CANNOT ESCAPE AROUND OR BENEATH THE FENCE, THE HEIGHT OF A SILT FENCE SHALL BE A MINIMUM OF 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE ENTRENCHED TO A MINIMUM DEPTH OF 6 INCHES, WITH AN ADDITIONAL 6 INCHES EXTENDING ALONG THE BOTTOM OF THE TRENCH IN THE UPSLOPE DIRECTION. THE SIX INCH EXTENSION OF FABRIC ALONG THE BOTTOM MAY NEED TO BE CUT WHERE TWO FENCES ARE SPLICED PER THE METHOD MENTIONED ABOVE. THE POSTS SHALL BE INSTALLED, TRENCH BACKFILLED, AND THE SOIL COMPACTED OVER THE FABRIC TO 95%. THE WIRE MESH DOES NOT GET BURIED AND COMPACTED IN THE ANCHOR TRENCH; IT STOPS AT GROUND LEVEL. THE SILT FENCE MAY ALSO BE ENTRENCHED BY STATIC SLICING. STATIC SLICING CONSISTS OF THE INSERTION OF A NARROW CUSTOMSHAPED BLADE APPROXIMATELY 8 INCHES INTO THE GROUND, WHILE SIMULTANEOUSLY PULLING THE SILT FENCE FABRIC INTO THE OPENING CREATED AS THE BLADE IS PULLED THROUGH THE GROUND. THE BLADE IMPARTS NO VIBRATION OR OSCILLATORY MOTION. THE TIP OF THE BLADE IS DESIGNED TO SLIGHTLY DISRUPT THE SOIL UPWARD, PREVENTING HORIZONTAL COMPACTION OF THE SOIL AND CREATING OPTIMUM SOIL CONDITIONS FOR MECHANICAL COMPACTION. COMPACT (2 PASSES TYPICALLY) USING A TIRE ON THE TRACTOR. POST -SETTING AND DRIVING, FOLLOWED WITH TYING OR STAPLING THE FABRIC TO THE POST, FINALIZES THE INSTALLATION. THE FILTER FABRIC AND WIRE SUPPORT, IF USED, MUST BE SECURELY FASTENED TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST ONE INCH LONG OR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE FABRIC SHALL BE ATTACHED TO THE WIRE SUPPORT TO PREVENT SAGGING OF THE FABRIC. IF THE SILT FENCE MUST CROSS CONTOURS, WITH THE EXCEPTION OF THE ENDS OF THE FENCE, GRAVEL CHECK DAMS PLACED PERPENDICULAR TO THE BACK OF THE FENCE SHALL BE USED TO MINIMIZE CONCENTRATED FLOW AND EROSION ALONG THE BACK OF THE FENCE THE GRAVEL CHECK DAMS SHALL BE APPROXIMATELY 1 FOOT HIGH AT THE BACK OF THE FENCE AND BE CONTINUED PERPENDICULAR TO THE FENCE AT THE SAME ELEVATION UNTIL THE TOP OF THE CHECK DAM INTERCEPTS THE GROUND SURFACE BEHIND THE FENCE THE GRAVEL CHECK DAMS SHALL CONSIST OF APPROPRIATELY SIZED AND SPECIFIED ROCK FOR THE FENCE LINE GRADE AND CONTRIBUTING DRAINAGE AREA. THE GRAVEL CHECK DAMS SHALL BE LOCATED EVERY 10 FEET ALONG THE FENCE WHERE THE FENCE MUST CROSS CONTOURS. J-HOOKS SHALL BE USED AT THE ENDS OF RUNS LONGER THAN 200 FEET AND AT INTERVALS AS DEEMED NECESSARY BY THE DESIGNER AND ACCORDING TO SITE CONDITIONS. SILT FENCE SHALL BE USED PRIOR TO THE ESTABLISHMENT OF EROSION CONTROLS AND INSTALLED PRIOR TO THE CLEARING OF EXISTING VEGETATION AND GRADING WORK. WHEN DEEMED NECESSARY ADDITIONAL ROWS OF SILT FENCE SHALL BE SPACED ACCORDING TO SITE CONDITIONS AND IN KEEPING WITH MAXIMUM ACREAGE REQUIREMENTS DISCUSSED IN THE TABLE ABOVE. MAINTENANCE: SILT FENCE SHALL BE REMOVED ONCE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED. SILT FENCE SHALL BE INSPECTED NO LESS FREQUENTLY THAN EVERY WEEK DURING CONSTRUCTION. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE FENCE STILL IS NECESSARY, THE FABRIC OR THE ENTIRE SYSTEM SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE SILT FENCE. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TON CONFORM TO THE EXISTING GRADE, A SEEDBED PREPARED AND THE SITE VEGETATED. DANDY CURB- (SAFETY ORANGE) NOTE: THE DANDY CURB"' WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: \--CURB FILTER DANDY CURBTM SPECIFICATIONS Mechanical Properties Test Method Units MARV Grab Tensile Strength ASTM D 4632 kN Ibs 1.62 365 X 0.89(26077 Grab Tensile Elongation ASTM D 4632 % 24 X 10 Puncture Strength ASTM D 4833 kN Ibs 0.40 90 Mullen Burst Stren th ASTM D 3786 kPa(psi) 3097 450 Trapezoid Tear Strength ASTM D 4533 kN Ibs 0.51 115 X 0.33 75 UV Resistence ASTM D 4355 % 90 Apparent Opening Size ASTM D 4751 Mm US Std Sieve 0.425 40 Flow Rate ASTM D 4491 1 min m2 al min ftZ 5907 145 Permittivity ASTM D 4491 Sec-' 2.1 *Note: All Dandy CurbsTM can be ordered with our optional oil absorbents D� DANDY CURB DETAIL NTS CESO WWWCESOINC.COM 175 MONTROSE WEST AVE., COPLEY, OH 44321 PHONE: (330) 665-0660 FAX: (888) 208-4826 00 00, r 7 N O 0 m m O O W W M w Of � a w w a- z o 3: m O o O LL u_ 0 0 w w m Z) U) C 0 0 .U) En E c 0 a o: 6 z W Q O 00 C) JOrn I I-1 Q Z < _ U) >Q z_ = J LIJ 2ry Z LL W QUO LL J > 2018 CESO, INC Project No. 753977-01 Scale AS NOTED Drawn JRM Checked J RM Date 03.22.18 Drawing Title SWPPP DETAILS Drawing No. C3.2 `. lj o =283.9 M z. FG=28 .27 ME ,cat rh✓�^; I TC= I { 3. 2� FG=286. 2 ME F 2 7 F=286.18 ME � 4 , TC= 86.78 I BC= 86.28 (1-C-286 1 1 BC=285. Cp C=286.65 sT�a;gr I I C=28 .15 I ;f TC 86.88 { I B�=286.88 r SEE ENLARGED PLAN: g I ACCESSIBLE f PARKING AREA (THIS SHEET BELOW) I FG 28 5 ME IFG7_286.J4 ME C GRADING PLAN GENERAL NOTES: LEGEND J 1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A MEDEXPRESS REPRESENTATIVE. � I / 2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, EXISTING REFER TO TITLE SHEET FOR AND STATE DEPARTMENT OF TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS. EXISTING FEATURES LEGEND z 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING PROPOSED SERVICES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE CONNECTICUT ONE CALL SYSTEM AT LEAST THREE (3) i8 WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS. BUILDING 4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. GRADE BREAK 57 fig 20 0 20 40 07 ` 5. THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 6" LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM 320 MAJOR CONTOUR " it\ D1557, ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION " =3.GRAPHIC SCALE (IN FEET) FG=SHALL BE USED IN AREAS OF ROCK EXCAVATION. 32 MINOR CONTOUR . ,`� I l � 2 0.00 { 6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STM STORM SEWER T 284. - 44 = STUB -OUTS, INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. B 28 .91 C 00 CLEAN OUT �hT? -283.7 7. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. DS 83.21 `= DOWNSPOUT CONNECTION TC=284.6 ` 8. MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, BC- 4.12 � =283. "� `' FG=280.86 � � STORM MANHOLE BC- 84.81 \ STORM INLET GRATES, VALVE BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT 84 2 GRADE. CATCH BASIN TC=284. 1 C=2 1 9. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH _ d4 L @ �•5000 GRADED. CURB INLET C 2� O3 B = .8 5 10. ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE 8- HEADWALL CO N 04 OF 6"+/- DEPENDING ON FIELD CONDITIONS AT THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL 88 ft FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES. ADO 2 100, 00 Lhlfi 0Z AREA DRAIN N N `"gym 11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED 1 ii a ao M o .; LO It DURING CONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER. FG- -�' FINISHED GRADE ELEVATION 04 5 12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND 23 � APPROVAL PRIOR TO FABRICATION. TC=XXX.XX TOP OF CURB ELEV. T 284.451 BC=XXX.XX I BOTTOM OF CURB ELEV. o 13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND - BC=283.95 SEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES. TS=XXX.XX TOP OF STAIR ELEV. { BS=XXX.XX BOTTOM OF STAIR ELEV. 14. THE CONTRACTOR SHALL COMPACT FILL IN 6" MAXIMUM LIFTS UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 95% OF THE MAXIMUM °0 ``' DRY DENSITY AS DETERMINED BY ASTM D1557 MODIFIED PROCTOR TEST OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. FF=286.50 it LO "T ,t - ( ) x.xx% _ VIOC � (m" � � � - SLOPE ARROW u n a .n o 15. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A xxxx PACIFIC HWY S I H m H m {"> N ME MATCH EXISTING ELEVATION (1,664 SF) I =� LAWFUL MANNER. Tr' TOP OF CURB IFG=286.t6 ME' TC=286.70 u, t 01- t 7zRJ 00BC286.20 oTIC •69 .......__283.75.. C=286.19 � ILL t 7 r� G 1 l I Elf € EVU 4 sr ✓rs�� w. i6 ! _\ G { - 0 D-\ N_J � r - I N � PAC/F/CH/GHI��i'YSDUTH SRO. GY. VAR/ES/ :=279 3 (Pl/BL/CASPHAL TROAD ,h�✓- `�26F U T R " UGT UGT - U\E UGE UGF ` 01GE 16. THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR BC BOTTOM OF CURB SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB. FIG FINISHED GRADE 17. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. G STRUCTURE NUMBER 18. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE. TRENCH DRAIN 19. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS. ROCK CHANNEL PROTECTION 20. ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. i 21. ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND A MAXIMUM s LONGITUDINAL SLOPE OF 5%, UNLESS IN AN APPROVED ADA RAMP. i 1 FG=278.41 ME 22• CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO CONSTRUCTION. FG=278.89 ME 23. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO '' BE ACCURATE. PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO _ VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS FG=279.19 ME PROPOSED. ADVISE MEDEXPRESS CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. E ` STORM SEWER NOTES: 1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL. UG v= _ 2. ALL STORM SEWER PIPES LESS THAN 12" DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE CONFORMING TO ASTM SPECIFICATION or-- N-- - - - - - - - - - - - 00I III N IIIOD � II I -1.88% I 10 III I III I III -1.92% FG=286.37 I 10 r.a ITC=286.40=286.40 TC-2 6.70 BC=285.90 =286.40 1 ° LN 1 10 BC=28 .20 I I FF=286.50 I I C) 0 -5.00% -2.00% -2.00% Co (o �- N N 1O 00 � 't I 1 00 (0 � w I TS=286.68 co,0000 N Hm11 N N TC=286.80 TC=286.40 0 ii 11 - -----BC=286.30 0 I�BC=285.90 .~ __-� N IBS=286.6810 -- j I FG=286.95I I o 10 --- I I FG=287.18 11 Ci FG=286.06 2815 G=286.71 I ' L - - - - - `O - 1I80°/° LANDING FG=286.01 _4 FLUSH CURB ' - - FG=285.97 285.97 N 00 �CN C 04 0000 C14 04 �� 00 co i~ao Sao�� �� MCO Co Cfl (o CO 00 00 N00 00 00 00 N 7 04 NN i NN ` II II (D U U U U U U m m ROP. RETAI NG WA W/ RAILING � 5 FG=286. 8 B. =28 1 LANDING FIG FIG 86. FG=286.89 18 -� G=286.947' T` _._.. FG=286.85 ME FG=286.76 ME 1" RAISED LIP FG=286.84 ME FG=286.79 ME ENLARGED PLAN: ACCESSIBLE PARKING AREA ill =10' D3034, UNLESS DENOTED OTHERWISE ON PLANS. 3. ALL STORM SEWER PIPES 12" DIAMETER AND GREATER SHALL BE HDPE N-12, WATERTIGHT PIPE AS MANUFACTURED BY ADS, OR APPROVED EQUAL, UNLESS OTHERWISE NOTED ON PLANS. 4. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKIING AND NON -CORROSIVE GROUT. 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV) POLYVINYL CHLORIDE (PVC SDR 35) HIGH DENSITY POLYETHYLENE PIPE (HDPE) STORM STRUCTURE SCHEDULE # STRUCTURE RIM ELEV. PIPE INVERT ©X CATCH BASIN 279.36 INV 18" 272.06 01 CATCH BASIN 277.50 INV 12" W 272.18 JAIL HOUSE WINDOW INV @ 277.38 OHEADWALL N/A INV 12" NE 280.50 03 CURB INLET 283.70 INV 12" S 280.56 INV 12" N 280.66 40 CATCH BASIN 285.71 INV 12" S 281.01 MANHOLE WITH SUMP PUMP FOUNDATION DRAIN, 4" FOUNDATION DRAIN O(FOR SEE SHEETS P-1 & P-3 FOR 286.00 INV=276.50, 2" FORCE DETAILS) LINE INV=284.00 6. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 7. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES. OCCIDED NOTES: 8. ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED 1. CONNECT TO EXISTING. CONTRACTOR TO VERIFY EXISTING SEWER AREAS SHALL BE 3" ABOVE FINISH GRADE. LOCATION / ELEVATION PRIOR TO ORDERING PROPOSED STRUCTURES. CONTRACTOR TO OBTAIN NECESSARY WORK PERMITS 9. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00% MINIMUM SLOPE UNLESS OTHERWISE NOTED. FOR CONNECTIONS TO EXISTING STRUCTURES / PIPES. 10. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT 2• SAND FILTER & DETENTION POND FOR STORMWATER MANAGEMENT. AND DEBRIS. SAND FILTER TO BE DESIGNED PER DETAIL ON SHEET C5.1 AND PER KINGS COUNTY STANDARDS. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. ROCK CHANNEL PROTECTION, PER WSDOT STANDARDS. 12. ALL PROPOSED MODIFICATIONS TO EXISTING CATCH BASINS AND/OR MANHOLES SHALL BE IN ACCORDANCE WITH STATE DOT STANDARDS AND 4. NEENAH FOUNDRY SLOTTED VANE DRAIN FOR SHEETFLOW. VANE SPECIFICATIONS. DRAIN R-3599-A (OR EQUIVALENT), SEE SHEET C5.1 FOR DETAILS. FG=281.39 ME FG=281.25 FG=281.40 FG=281.00 ME TC=281.52 ME FG=281.59 ME BC=281.02 ME FG=281.64 -4.68% TC=282.24 BC=281.74 =281.35=281.60 ME TC=282.58 �� 280 BC=282.08 FIG = 1.49 E € ENLARGED PLAN: ACCESSIBLE RAMP ill =10' EXISTING PROPOSED TOTAL DISTURBED AREA 0.62 AC. IMPERVIOUS AREA 0.10 AC. 0.39 AC. PERVIOUS AREA 0.57 AC. 0.28 AC. CUT FILL SITE EARTHWORK 289 CY 2018 CY 175 MONTROSE WEST AVE., COPLEY, OH 44321 PHONE: (330) 665-0660 FAX: (888) 208-4826 Cl) Cl) 0 0 0 E 02 0 .N w W W � a w w IL Z o � m 0 0 O 0 0 w w U) 0 Z LU Q 3: CIO O 2 ::) O 00 J O a) O Q s. I z = J f WV� Z_ LL W -JU� OCLLwL J 2018 CESO, INC Know wharsbelow. Callbefom you dig. Project No. Scale Drawn Checked Date Drawing Title A 'tJJLJ �GISTEF� ACE 753977-01 AS NOTED EC JRM 03.22.18 FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE GRADING PLAN CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: WASHINGTON ONE CALL AT 811 OR (800) 424-5555 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS Drawing No. PROJECT AND ARE NONMEMBERS OF WASHINGTON ONE CALL. C5■0 4/2/2018 Neenah Foundry I Trench Pan TRENCH CASTINGS: TRENCH WITH PAN Neenah Foundry offers a variety of cast iron trench and pan castings. Select from the list below to find the trench and pan castings that fit your needs. R-4995 & R-4996 Type M Trench Frame with Solid or Grated Cover - R-4995 & R-4996 Type M Trench Frame with Solid or Grated Cover ' ht or heavy duty —for use in sidewalks driveways, Cast iron trench assemblies--11 g �% �% t y r garages, loading docks, etc. Read Carefully Before Ordering Specify: • Complete catalog number. • Light or heavy duty. • Overall length of cover required. • Lid solid, flat grated, or diagonally barred convex grate. • Location of outlet, side, bottom or end (give dimensional location and pipe size). • Whether one end or both ends are able to be open or closed. � m 01 E gr ,ao artav�o Trench covers are used over areas requiring long drainage assemblies. Can be supplied in a variety of sizes and lengths to meet special needs. For illustrating Type M frame with grated cover. Standard with 44nch tranches of irregular pattestd, arrangements can be outside caulk outlet. Can be equipped for inside mulls if specified, made to furnish cover to fit. Secosum Thou Drains, Typo M M, CA r4R •R5TF4i �R t $�CTWY$ aPGRGc, 41.4'i5a6 `^^ - '8••-' . * E5:1' A¢INr zk- bWYiT 35P@-`' �6C0 ,geie8 tdrT fPF - SECTIONS THRU ORAINS � Standard 44nch outlet at and of drain: Special size outlets are available k on special order. Side and bottnrea oudets optional and furnished osrfy "*cao aKx swxe;>. �- when specified. x elutes ataamas •xq sar*au ancx:a Catalog Number Description A B C D Length Standard Sizes —Light Duty R-4995-A1 ** with grated cover 11-1/2 3/4 t0 6-3/4 as ordered Above standard frames made in Oft. sections, covers in 2ft. lengths. * Available with type B grate only. ** Also available with type P grate. http://www. nfco. com/m u n ici pal/prod ucts/trench-castings/trench-pa n w 0 U Z 0 J 00 M M u7 M M T Q (V M Q O Ln U 4/2/2018 Neenah Foundry I Trench Pan Catalog Number Description A B C D Length R-4995-A2 * with grated cover 7 3/4 5 4-3/4 as ordered R-4995-81 with solid cover 11-1/2 3/4 10 ......................................... :............. .. ............. ..................... . 6-3/4 as ordered R-4995-82 with solid cover 7 3/4 5 4-3/4 as ordered Standard Sizes —Heavy Duty R-4996-At ** with grated cover 11-1/2 1-1/2 10 6 as ordered R-4996-A2 * with grated cover 7 1-1/4 5 4-1/4 as ordered R-4996-131 with solid cover 11-1/2 1-1/2 10 6 as ordered R-4996-132 with solid cover 7 1-1/4 5 4-1/4 as ordered Above standard frames made in 4ft. sections, covers in eft. lengths. * Available with type B grate only. ** Also available with type P grate. R-4996 Series } Back to Top Copyright @ 2018 Neenah Foundry 1/2 http://www.nfco.com/municipaUproducLc&ench-castingsttrench-pan 2/2 CESO WWW.CESOINC.COM 175 MONTROSE WEST AVE., COPLEY, OH 44321 PHONE: (330) 665-0660 FAX: (888) 208-4826 PAVEMENT '7 '7 r T FLOW SPREADER PER KINGS GRASS (OPTIONAL) Cl) 9 � COUNTY REQUIREMENTS DESIGN N 3H:1 V SLOPE NO TOPSOIL MAY BE ADDED C) C) EROSION PROTECTION 4--11 I-1 I M I 1=1=111=1 I I— I I Ed I i i I — I l l I I I I� SAND SAND I I� l� I i (I 11- I III —III 1 COVER OF DRAIN ROCK III— OVER GEOTEXTILE GRASS PRE-TREATMENT STRIP(- 1I =1=1 11=1 11=1 — GEOTEXTILE FRABRIC, PER 1-111 I I I 1 I I 11— 11—I 11= I III 1 I 1-1 KINGS COUNTY DETAILS —i j lI DRAIN ROCK, 1 i" TO 4" PROPOSED OUTFALL STRUCTURE rn C SAND FILTER & DETENTION DETAIL N C NTS c� c (D W W W W � LL W W Z 0 0o 0 W r' 0 0 U_ LL w w =) D U) Z) 2018 CESO, INC l' TJJ�L�Jp GIST t 6 1 Z Project No. 753977-01 Scale AS NOTED Drawn EC Checked J RM Knowwhaft below. Date 03.22.18 Call before you d1% Drawing Title FORTY-EIGHT (48) HOURS BEFORE STORM DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE DETAILS FOLLOWING AGENCIES: WASHINGTON ONE CALL AT 811 OR (800) 424-5555 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS Drawing No. PROJECT AND ARE NONMEMBERS OF ��.� WASHINGTON ONE CALL. Of 0 U z 0 J a e) 00 0 N M d- J F_ 0 UI rn M rl- O H U Z) Of H U) z 0 U z J J U M 0 Q 0 w w rn M L0 W z_ J 0 J U) F_ U w 0 ry a e_e� r' I I ACCE ESMT I m DO' 1 i 0 v 0 t,��s 1 a t • .0 Y5 r� 5, I'1 • �• UT/L ESMT I } iN✓fJliTj =2552c �� �r S,4NES1WT y- l r`iGL u '' b Tc 20 0 20 40 v, Y� GRAPHIC SCALE (IN FEET) 5 12"ST z z00 Q oLL y ` RI3,,1=2 679 D3 5 { l I I - VI1 ET 4 VIOL 2 xxxx PACIFIC HWY S (1,664 SF) 1 I c G) I I I V TT r vlEp ., iVLTI M _ _ w PAC/F/CH/GII&K SOUTH Ta R.O. GY. klAR/ES/ 0_279Z I ` �PUBL/CASPHALTROAL7 "` 27 1 GT - ��- - G - UGT --�" - l {:GE -- - UGE R/ UGT UGE USE USE UGE } Lr'i.;i UG-1 _... _._. -- -- - __ .__ _V._ ---- .._..--- _._ ._..._.._ _._ - ---- - - r - - WATER NOTES: UTILITY PLAN GENERAL NOTES: 1. COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. 2. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS, AS -BUILT PLANS, AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTOR'S WORK FORCE. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL FEES ASSOCIATED WITH PERMITS REQUIRED TO PERFORM THE WORK PROPOSED ON THESE PLAN (I.E. TAPPING, INSPECTION, ETC.). 4. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 6. SANITARY AND WATER LINE SHALL BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) 7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 8. RIMS OF EXISTING STRUCTURES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS. 9. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION. 12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. 15. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS, AS WELL AS COORDINATING WITH THE AUTHORITY HAVING JURISDICTION UTILITY REQUIREMENTS AS TO ASSURE PROPER LOCATION AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. 16. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. SYMM. q O CODED NOTES: 1. WATER SERVICE MATERIAL LARGER THAN 2" SHALL BE DUCTILE IRON IN CONFORMANCE WITH ANSI A21.51 (AWWA C151) DUCTILE 1. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH LOCAL ELECTRIC IRON PIPE, CENTRIFUGALLY CAST IN METAL MOLDS OR SAND LINED MOLDS, FOR WATER OR OTHER LIQUIDS AND ANSI A21.50 (AWWA PROVIDER FOR CONNECTION C150) THICKNESS DESIGN OF IRON PIPE. ALL SERVICE LINES 2" OR LESS SHALL BE COPPER TYPE K. SIZE TO BE AS NOTED IN PLAN 2. TELEPHONE SERVICE. CONTRACTOR TO COORDINATE WITH LOCAL TELEPHONE VIEW. SERVICE CONNECTION TO HAVE MINIMUM COVER OF 60" COVER. PROVIDER FOR CONNECTION. 2. ALL FITTINGS SHALL BE DUCTILE IRON IN CONFORMANCE WITH AWWA C110 OR AWWA C153. ALL FITTINGS SHALL BE RATED FOR 350 3. 1.5" WATER SERVICE LINE PER LAKE HAVEN WATER AND SEWER REQUIREMENTS. PSI WORKING PRESSURE, HAVE MECHANICAL JOINTS AND BE COATED AND CEMENT MORTAR LINED IN ACCORDANCE WITH AWWA C104. ALL BOLTS AND NUTS SHALL BE COR-TEN. 4. GAS SERVICE. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR 3. WATER LINE SHALL HAVE A MINIMUM BURY DEPTH OF 4'. CONNECTION. 5. SANITARY SERVICE LINE PER LAKE HAVEN WATER AND SEWER REQUIREMENTS. SANITARY SEWER NOTES: 6. PROPOSED WATER METER PER LAKE HAVEN WATER AND SEWER REQUIREMENTS. 1. ALL SANITARY SEWERS SHALL BE PVC, SDR 35 MATERIAL, CONFORMING TO ASTM SPECIFICATION D3034 WITH 3/41N STONE BEDDING. 2. PVC PIPE SHALL HAVE AN INTEGRAL BELL AND JOINTS SHALL BE PREMIUM GASKETED JOINTS MEETING THE REQUIREMENTS OF CLEANOUT PLUG ASTM D3212 TO PROVIDE A WATERTIGHT SEAL AND SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S STEEL PLATE RECOMMENDATIONS. COVER CONCRETE IN EARTH IN PAVEMENT GRADE COLLAR �--12" --i PAVEMENT 4" TOPSOIL PAVEMENT -� (SEE DETAIL) 10" PIPE W/ BELL W CK �•� ALTERNATE i W CONDITION `V w Ia. UNPAVED AREA SECTION 45° BEND -�� 00 LIMITED ACCESS MANHOLE W/ CAST IRON COVER. TWO STAINLESS STEEL FLUSH -MOUNT BOLTS, CAST COVER W/ GALVANIZED STEEL SKIRT. BUNA-N GASKET. MEETS H-20 LOAD RATING. RISER SHALL BE 6" DIA. (WHEN THE MAIN RUN IS LESS THAN 6" DIA. THE RISER SHALL MATCH THE MAIN PIPE SIZE) INVERT -SEE PIPING PLAN 6" LONG PIPE PLUG I I I I I I I I I I WYE WYE MAIN RUN - SIZE PER PLOT OR PIPING PLAN PIPE CLEANOUT DETAIL APPROVED COMPACTED BACKFILL (95 DENSITY) % MAX DRY COMPACTION PER -� ASTM D1557 IN 8" LIFTS IUJO J W W ~ O O iV LL o� Q N04U UTILITY PIPE. SIZE AND MATERIAL PER UTILITY PROVIDER REQUIREMENTS BOTTOM OF CONDUIT TRENCH 7" SAND BED FROM MAIN TO METER PIT (GAS LINE ONLY) V-0" MIN IN ROCK TRENCH WIDTH: V-6" (GAS) V-0" ELECT., TELE. AND CATV. 3'-0" WHEN ELEC., CATV, & TEL. ARE GROUPED IN TRENCH METAL STRIPS BURIED 12" ABOVE P.E. PIPE EVERY 5' & AT BENDS (GAS LINES ONLY) MARKING TAPE BURIED OVER ELECTRIC AND TELEPHONE CONDUITS 12" SAND COVER OVER PIPE SPECIAL FOUNDATION, IF ORDERED BY ENGINEER TO BE INSTALLED IN UNSUITABLE SOIL AREAS. ELECTRICAL, TELEPHONE AND GAS TRENCH SECTION NOT TO SCALE FINISHED GRADE PAVEMENT LOAM 61v W=4/3 D + 18" 611 X'-X" MIN. DEPTH OF COVER COMPACTED APPROVED BACKFILL (95% COMPACTION) 1'-0" DETECTOR TAPE COMPACTED SAND BACKFILL 3" IN EARTH-'8" MIN. IN ROCK !`1 NOTE: 1. FIRE LINE PIPING AND SERVICE PIPING > 3" I.D. TO BE CLASS 53 DUCTILE IRON WITH RESTRAINED JOINTS 40 FT. EACH SIDE OF ALL FITTINGS, ELBOWS AND APPURTENANCES. DOMESTIC PIPING < 3" I.D. TO BE TYPE K COPPER PER ASTM B 88. 2. NOTE: PIPING TO BE HYDROSTATIC TESTED 2 HOURS @ 100 PSI. OVER NORMAL OPERATING PRESSURE AFTER INSTALLATION TYPICAL WATER MAIN & SERVICE TRENCH SECTION NOT TO SCALE EDGE OF TRENCH TRENCH WIDTH SUPPORT SYSTEM AS REQUIRED 0.D.+2-0MIN. ;- SUITABLE BACK FILL TYPE GW, GP, SW, SP PER UNIFIED SOIL CLASSIFICATION SYSTEM OR AS APPROVED BY SITE ENGINEER COMPACTED TO 95% MAX. DRY DENSITY IN LIFTS (8" TYPICAL) PER ASTM D1557 (MODIFIED PROCTOR TEST) 3/4" CRUSHED STONE I.D.INSTALL CLAY DAM WATER STOP 2' (MIN.) THICKNESS AT 1'-0" MIN. 50' C-C IF DIRECTED BY IN ROCK '6" ENGINEER 1'-0" I O.D. 1'-0" BOTTOM OF TRENCH SPECIAL FOUNDATION IF ORDERED BY ENGINEER - 3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH DETERMINED BY GEOTECHNICAL ENGINEER IN PEAT AND UNSUITABLE SOIL AREAS TYPICAL SANITARY SEWER TRENCH SECTION LEGEND EXISTING REFER TO TITLE SHEET FOR EXISTING FEATURES LEGEND PROPOSED BUILDING STM STORM SEWER SAN SANITARY SEWER W DOMESTIC WATER SERVICE G GAS SERVICE UGE UNDERGROUND ELEC. LINE UGT UNDERGROUND TEL. LINE Coo CLEAN OUT � METER ® WATER METER ADM AREA DRAIN 0 ELECTRIC TRANSFORMER r-1 CAP EXISTING UTILITY (ABD) ABANDON EXISTING UTILITY OPEN CUT W/ FULL DEPTH Lll� PAVEMENT REPLACEMENT SET TOP OF METER BOX FLUSH WITH FINISH GRADE FINISH GRADE H-L\ NO JOINTS ARE ACCEPTABLE BETWEEN I CORPORATION STOP AND METER SETTER HAND J TIGHTENED G TYPICAL 1-1 /2" & 2" INSTALLATION 45° MAX TYPICAL WATER MAIN CONNECTION NOTES: 1. METER SHALL BE FURNISHED AND INSTALLED BY DISTRICT UPON PAYMENT OF ESTABLISHED METER CHARGES. 2. METER SETTER SHALL BE CENTERED WITHIN METER BOX , BOTH HORIZONTAL DIMENSIONS. 3. WATER SERVICE CONNECTIONS SHALL BE INSTALLED WHERE SHOWN ON THE PLANS OR OTHERWISE DIRECTED BY THE DISTRICT. 4. SERVICE LINES SHALL BE INSTALLED PERPENDICULAR TO THE WATER MAIN, UNLESS OTHERWISE SHOWN ON THE PLANS.. 5. DEPTH OF COVER OVER SERVICE LINES SHALL MEET REQUIREMENTS OF SPECIFICATAIONS. MATERIAL INDEX: METERSETTER CORPORATION STOP 1-1 2" METER- FORD VH76-12-11-66 1-1(2" WATERWORKS I.P. THREAD x MIPT-- OR UELLER B-2422-2-12x13" 2" METER- FORD VH77-12-11-77 MUELLER H-9969 OR FORD FB500 OR McDONALD 3131E OR MUELLER B-2422-2-12x17" 2" WATERWORKS I.P. THREAD x MiPT- -FLANGED INVERTED KEY VALVE W/DRILLED MUELLER H-9969 OR FORD FB500 PADLOCK WINGS ON INLET OR McDONALD 3131B -ANGLE BYPASS K VALVE ON OUTLET H �} BRASS NIPPLE -FEMALE HORIZONTAL I.P.S. INLET AND OUTLET 1-1/2" iP5 x 12" LONG OR 2" lPS x -SETTER HEIGHT TO BE 12" 12" LONG I GALVANIZED MALLABLE IRON CAP 1-1/2" IPS OR 2" IPS SERVICE LINE PIPE Q BRASS 1-1/2" OR 2" 45- STREET ELL 1-1/2" OR 2" CTS POLYETHYLENE TUBING, SDR 9 OR BRASS 1-1/2" OR 2" CLOSE NIPPLE BRASS 1-1 2" OR 2" 45' STREET ELL DOUBLE STRAP SERVICE SADDLE ROMAC 202 OR 202S 1-1/2" OR 2" I.P.S. TAP TEMPORARY METER SPREADER - SEE STANDARD PLAN B-19K p ADAPTOR (USE PIPE INSERTS) 1--1/2" MPT x 1-1/2" CTS: MUELLER H-15428 OR FORD C84-66G GRIP JOINT" OR McDONALD 4753T I TMUELLER t 5428 OR " OR FORDMcDONALD 4753T C84 77G GR PJOINT STANDARD PLAN - g Q ADAPTOR (USE PIPE INSERTS) 1-1/2" FIPT x 1-1/2" CTS: MUELLER H-15451 LAKEHAVEN UTILITY DISTRICT OR FORD C14-66G 'GRIP JOINT" OR McDONALD 4754T 2" FIPT x 2' CTS. MUELLER H-15451 KING COUNTY WASHINGTON OR FORD C14-77G 'GRIP JOINT" OR MODONALD 4754T WATER l' 1 METER BOX (SINGLE): HIGH DENSITY POLYETHYLENE SERVICE CONNECTION (HDPE) METER BOX. MODEL #BCF17308XL, DUCTILE (1 -. 1 /2" & 2 "� 4 IRON COVER (HINGED) W/STAINLESS STEEL PIN. MODEL #BCF173ORL AS MANUFACTURED BY MID -STATES DATE; t-07 WNl SCALE: NONE PLASTICS OF MT. STERLING, KENTUCKY, r)DAWMn r�c ­ ­ , STe-19H_REV CESO WWW.CESOINC.COM 175 MONTROSE WEST AVE., COPLEY, OH 44321 PHONE: (330) 665-0660 FAX: (888) 208-4826 "o * N O Cu C) 0 0 W C 0 uo .cn E U) 0 :Ln w w W a w W o � m 0 0 O 0 0 Ln u) 0 z rui V Q 0 O O � O 0 CIO a') Q z3: �:r u) LD Q z_ = J LEI Z V LL W J 0U0 > 0- LL J 2018 CESO. INC Project No. 753977-01 Scale AS NOTED Drawn J JL Checked J RM Date 03.22.18 Drawing Title UTILITY PLAN Drawing No. C 6.0 NOT TO SCALE NOT TO SCALE LIGHT DUTY - 5" CONCRETE PAVEMENT 8" CONCRETE PAVEMENT HEAVY DUTY - 6" CONCRETE PAVEMENT + WWF 6X6 - W5.4XW5.4 12" AGGREGATE BASE 12" AGGREGATE BASE (REFER TO GEOTECH REPORT) (REFER TO GEOTECH REPORT) COMPACTED SUBGRADE COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) (REFER TO GEOTECH REPORT) EXISTING SUBGRADE EXISTING SUBGRADE I l CONCRETE DUMPSTER PAD SECTION CONCRETE PAVEMENT SECTION LIGHT DUTY - 2.5" ASPHALT SURFACE COURSE HEAVY DUTY - 3.5" ASPHALT SURFACE COUP` _ LIGHT DUTY - 4" ASPHALT BINDER COURS HEAVY DUTY - 4" ASPHALT BINDER COUR: LIGHT DUTY - 6" AGGREGATE BASE COU `HEAVY DUTY - 9" AGGREGATE BASE CO( COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) EXISTING SUBGRADE ASPHALT PAVEMENT SECTION NTS NTS NTS NOTE: 1. ALL PAVEMENT WORK SHALL COMPLY WITH SOILS INVESTIGATION/RECOMMENDATIONS PREPARED FOR THIS PROJECT. 2. ALL MATERIALS SHALL BE PROVIDED & ALL WORK BE PERFORMED PER STATE DEPARTMENT OF TRANSPORTATION STANDARDS. PAINT HANDRAIL VALVOLINE 12" REF PLAN EXPANSION JOINTS 20'-0" oc. MAXIMUM 4 SPACES @ V-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN DUMMY JOINT(TYP.) A A U) wz uwi ga -�� 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT��- LAWN OR PLANTING IF SHOWN ON SITE PLAN CURB OR GUTTER LINE R=1 /8 1 „ DUMMY JOINT 4" 4" 1/2" EXPANSION JOINT WITH SEALANT 4" MINIMUM COMPACTED GRAVEL BASE SECTION A -A OCALANT 4" CONCRETE (4,000 PSI) WOOD OR NOTE: FIBER 1. ALL CONCRETE CURBS AND MOUNT SIDEWALKS TO BE 4000 P.S.I. IOINT CONCRETE CONCRETE SIDEWALK DETAIL NTS NOTES: 1. PROVIDE EXPANSION JOINT MATERIAL WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, SIDEWALK OR STRUCTURE WITH THE TOP OF JOINT FILLER PLUS SEALANT FLUSH WITH ADJACENT CONCRETE SURFACE. 2. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL. 3. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL WIDTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS. 4. CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK PITCH. SEE TABLE A J-8/C-207 FOR TYPICAL RAMP DIMENSIONS. 5. WHENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE CURB RAMP AND FLARE SIDES TO ADJOINING SURFACES WITH A GRADUAL CURVE RATHER THAN AN ABRUPT ANGLE. 6. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE SIDEWALK AREA �S SIpF pHSFi �N EXTEND BUILDING WALL FINISH TO THIS AREA. HANDRAIL BRACKET 60" O.C. MAX. 1 1/4" EXTRA STRONG PIPE HANDRAIL C RETURN AND WELD HANDRAIL TO POST WALK FINISHED GRADE CV REF PLAN 11)1 I r CUADCrI DIVC DArIVO U-SHAPED BIKE RACK DETAIL U �. :� .•" NOT TO SCALE RETURN AND WELD HANDRAIL TO POST EASE CORNERS TYP. REF PLAN le 11" TREADS 1'-0' RN AND WELD HANDRAIL BRACKET 1 1/4" EXTRA STRONG o PIPE HANDRAIL GV PAINT HANDRAIL VALVOLINE e' RED RETURN AND WELD HANDRAIL TO POST G CV 1/2" RADIUS TYP w 4„ EXISTING GRADE CONCRETE STEPS WITH HANDRAIL NTS 1" DIA. HOLE 6" FROM END OF CURB 2" I t #3 BARS, 5'- 9" LONG 3000 PSI PRECAST CONCRETE a 2n a h II� I. FINISHED PAVED sISUR,� 3„ FACE p /Z 1 2 1/2" #4 BARS X 2'- 0" DRIVE I THROUGH 1" DIA. HOLES FLUSH WITH TOP OF CURB SECTION A -A PARKING BLOCK NTS 1 1/4" STD PIPE FOR INFILL MUTCD SIGN R7-8 PAINT HANDRAIL VALVOLINE RED\ POSTS AND RAILS RETURN AND WELD GALVANIZED NUTS & 12" REF PLAN REF PLAN HANDRAIL TO POST HANDRAIL BRACKET 60" O.C. BOLTS (TYP) MAX. 5" 5" 5" EASE CORNERS TYP. 1' MUTCD SIGN R7-8a 6" CONCRETE SLAB WITH HEAVY 4" METAL SIGN POST HANDRAIL BRACKET J BROOM FINISH MATCH FINISH T P P 60" O.C. MAX. - INFILL FLOOR AND SLOPE SLAB AWAY 1 1/4" EXTRA STRONG POSTS AND RAILS FROM BUILDING AT 2% MAXIMUM 4 STEEL PIPE BOLLARD FILLED PIPE HANDRAIL HANDRAIL BRACKET 60" O.C. co WITH NON SHRINK GROUT MAX. CHAMFER EDGE, 3/4" TYP 1 1/4" EXTRA STRONG PIPE. POSTS AT z � SLOPE CONCRETE AWAY o N M CONCRETE SLAB WITH HEAVY )'RED GRADE 48" OC MAX TYPICAL. 3" SLEEVE, EMBED FROM POST RETURN AND N 4„ BROOM FINISH. MATCH FINISH POSTS 5", PACK WITH NON -SHRINK CONC OR MASONRY rb N 4 SIDEWALK FINISHED GRADE WELD HANDRAIL TO POST jalGROUT FLOOR AND SLOPE SLAB AWAY FROM BUILDING AT 2% MAXIMUM 1/2" L p CONCRETE FOUNDATION WALL, T WALK FINISHED 5 L WITH RUBBED CONCRETE FINISH GRADE -- - - CHAMFER EDGE, 3/4" TYP ON EXPOSED SURFACES i' \'- - 1 1/4" EXTRA STRONG PIPE POSTS AT 12" DIA. CONCRETE FOOTING ". �. .. �• -" , - T,. V1/ 12 O.C. Y @ CEN. OF SLAB ' .. ° FINI D GRADE 48" OC MAX TYPICAL. 3" SLEEVE, EMBED #4 @ 2' O.C. a, POSTS 5", PACK WITH NON -SHRINK 6" • • : > VERT., EA H ACE , 2„ ° GROUT CONC OR MASONRY COMPACTED SUBSOIL J w ,. ; 3"J w CONCRETE FOUNDATION WALL, o n o WITH RUBBED CONCRETE FINISH NOTE: J ° J ON EXPOSED SURFACES 1. ACCESSIBLE PARKING SIGNAGE TO BE INSTALLED IN ACCORDANCE WITH STATE AND 12" MIN. CRUSHED 1' (2) #4'S TOP & BOT. FEDERAL ADA STANDARDS AND REQUIREMENTS. 1' GRAVEL FILL #4 STIRRUPS @ 16" O.C. - PAVEMENT SEALER 4" WIDE LOOSE BACKFILL WITH DECOMPOSABLE MATERIAL ON RETAINING WALL WITH SAFETY RAIL BITUMINOUS HANDICAPPED PARKING SIGNAGE DETAIL TOP 2". DO NOT COMPACT NTS CONCRETE WEARING NTS COURSE 48.000" BITUMINOUS o50" 28 DOMES @ 1.670" O/C 1.050" 3.00" 14 SPACES OUT TO OUT @ 3.00" O/C 3.00" CONCRETE BINDER N IN DETAIL-1 0.62 .) COURSE TROWELED JOINT (gyp) 0.625" DIA. HOLES 6" A MTh ROUGH EMBEDMENT �-SUBBASE CONCRETE SIDEWALK o0 0000000000000000000000000 PAVEMENT SEALER (MIN 4" WIDE) o 00000000000000000000000000 0 o000000000000000000000000000 0000000000000000000000000000 BITUMINOUS 1/8"PERFOOT 0000000000000000000000000000 0 0 000000000000000000000000000006 CONCRETE WEARING �" N � o00000000000000000000000000@ COMPACTED SUBGRADE x x v o000000000000000000000000000o COURSE _ N w B o00000000000000000000000000o B r� NOTE: 1. ALL CONCRETE CURBS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS. 2. CURB EXPANSION JOINT SPACING IS 10"-0" MAXIMUM. FILL WITH 2' PREFORMED EXPANSION JOINT RECESSED 2 INCH BELOW TOP OF CURB. 3. MAXIMUM HEIGHT OF CURB TO PAVING IS 6". STRAIGHT CURB DETAIL CURB RAMP DIMENSIONS NEW CONSTRUCTION • NOMINAL RAMP SIDE FLARE SIDE FLARE RISE OF MAX. RAMP LENGTH DIMENSION AT DIMENSION AT RAMP SLOPE (1 : 12) CURB (1 : 10) CURB (1 : 12) 3" 1 : 12 3.0 FT. 2.5 FT. 3.0 FT. 4" 1 : 12 4.0 FT. 3.3 FT. 4.0 FT. 5" 1 : 12 5.0 FT. 4.2 FT. 5.0 FT. 6" 1 : 12 6.0 FT. 5.0 FT. 6.0 FT. 7" 1 : 12 7.0 FT. 5.8 FT. 7.0 FT. 8" 1 : 12 8.0 FT. 6.7 FT. 8.0 FT. 91, 1 : 12 9.0 FT. 7.5 FT. 9.0 FT. 10" 1 : 12 10.0 FT. 8.4 FT. 10.0 FT. 11 " 1 : 12 11.0 FT. 9.2 FT. 11.0 FT. 12" 1 : 12 12.0 FT. 10.0 FT. 12.0 FT. CURB RAMP DIMENSIONS EXISTING CONDITION MAX. RISE MAX. RAMP NOMINAL RAMP SIDE FLARE SIDE FLARE OF RAMP SLOPE LENGTH DIMENSION AT DIMENSION AT CURB (1 : 10) CURB (1 : 12) 3" 1 : 8 2.0 FT. 2.5 FT. 3.0 FT. 4 1 : 10 3.3 FT. 3.3 FT. 4.0 FT. 5" 1 : 10 4.2 FT. 4.2 FT. 5.0 FT. 6" 1 : 10 5.0 FT. 5.0 FT. 6.0 FT. USE ONLY WHEN SPACE LIMITATIONS PROHIBIT THE CONSTRUCTION OF 1: 12 OR FLATTER SLOPES. ' CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE BUILDING WALL o o TABLE A 6 DEPRESSED CURB HANDICAPPED RAMP DETAIL AND RAMP SCHEDULE NTS NTS ELECTRICAL CONTRACTOR TO CONNECT OR CADWELD GROUND WIRE TO POLE BASE 1" x 45' CHAMFER FINISH GRAD 0 m z Q p Z O - O 3" COVER 00 F' o000000000000000000000000000 C o 06 0 0 0000000000000000000000000000 o000000000000000000000000000 CO o000000000000000000000000000 �. o000000000000000000000000000 BITUMINOUS IQ 0.1875" DIA. x 0.0625" HIGH 0.625" 0.625" CONCRETE BINDER , F; 6 x 6 x W1.2 x W1.2 WWM N PLAN MICRO -TEXTURE COURSE N UNDERSIDE OF TILE MBEDMENT SUBBASE INTERNAL E FLANGE 15 PER TILE REFLECTED PLAN SUBBASE COMPACTED SUBGRADE COMPACTED SUBGRADE n 1.050" 1.670" TYP. CONCRETE CURB N 1.2625" 1.670" TYP. 1.670" TYP. 1.2625" NOTE: o 1. ALL CONCRETE CURBS TO BE FC 4000 P.S.I. CONCRETE AT 28 DAYS 2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING L0 h 00000000000000000 00000 000000000 000 `' ���� � 00000 000000000 000 "! 0000 0000 0 00 000 00 00 0 INTEGRAL CURB &SIDEWALK DETAIL 01875" 0625"HOLETHROUGHEMBEDMENT 0.1875"DIA. VENT HOLE 00 00 NTS 4" X 6" GASKETED HAND HOLE ROUND FORMED CONCRETE BASE 2'-0" DIAMETER PAINTED SAFETY YELLOW. 4 - 40" X 1 "0 ANCHOR BOLTS #3 REINFORCING TIES 12" ON --- CENTER (TYPICAL FOR THREE) #5 BARE GROUND WIRE CADWELD CONNECTION (BOTH ENDS) 3/4" X 10' COPPER WELD GROUND ROD (LIGHTNING PROTECTION) PVC - SCHEDULE 40 CONDUIT (PROVIDE SCHEDULE 80 UNDER HEAVY TRAFFIC AREAS) GALVANIZED STEEL TO PVC CONDUIT CONNECTOR GALVANIZED CONDUIT "ELL" ALL CONCRETE WORK AND REINFORCING SHALL BE BY GENERAL CONTRACTOR CONCRETE BASE TYPICAL LIGHTING POLE BASE NTS 4 - #8 VERTICAL REINFORCING BARS LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING ADA PARKING SYMBOL DETAIL NTS 175 MONTROSE WEST AVE., COPLEY, OH 44321 PHONE: (330) 665-0660 FAX: (888) 208-4826 00 00 N O � 0 0 w w W w J J a w W a Z m O O O W o L � I z°j W Q O UO00 J 05 O Q I- Q Z T� > ^� 2 Q U) z=_J W U < ZLLW -BUD O<LWL J O FLANGES AS SHOWN IN REFLECTED (ONE PER CELL EACH SIDE) °o°0 0 000 rn PLAN CENTERED TYP. 00 000 000 000 000 00000 0 SECTION A -A a 0000 0000000 00 0000 000000000 000 ;n ©2018CESO,INC 90°POINTS 000 000000000000000 0.1875" DIA. VENT Cl 1.050" 1.670" TYP. 0.045" HIGH 1.670" TYP1050" G HOLE(ONEPER .. .1 00 00 000000000 000 N CELL EACH SIDE) 00 O 0000000 00 o N 000 00000 0 p 0 0 00 00 000 000 F�Y T F A 0 0 000 00 000 M 000 0 0 0 0 0 0 0 0.093751, 0.09375" O NOTE: 0.1875" 3.00" TYP. 3.00" 0.09375" 0.09375" FIELD LEVEL .q 43525 0.625" DIA. HOLE MICRO -TEXTURE �t���STERF� 3.00" EMBEDMENT INTERNAL EMBEDMENT NOTE: OPTIONAL SOUND 41 POINTS PER FS-%NAL� FLANGES AS FLANGE @ 3" O/C AMPLIFYING SQUARE INCH SHOWN IN (SEE PLAN FOR ORIENTATION) PLATE ADDED BY REFLECTED PLAN MANUFACTURER DETAIL-1 SECTION B-B Project No. 753977-01 NOTES: Scale 1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF RIGID PRECAST OR EMBEDDED PRODUCT APPROVED BY THE CITY AS NOTED ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND Drawn INSTALLATION (I.E. RESURFACING). IN ABSENCE OF CITY STANDARD, INSTALL ARMOR -TILE CAST IN PLACE SYSTEM, OR APPROVED EQUAL JRM Checked JRM 2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP. Date 03.22.18 3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEE REGARDLESS OF SECTION WIDTH. Drawing Title 4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. 5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. CONSTRUCTION 6. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 PSI CONCRETE. 7. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD. DETAILS 8. DETECTABLE WARNING MAT TO BE BRICK RED IN COLOR. DETECTABLE WARNING DETAIL Drawing No. NTS C7■O i � 3 0.1 0 9A / .1 co Z � rya cn - 4.1 �0.1 0.2 i 0.1 0.2 0. 0.2 0.2 .2 0.3 3 ACCE ESUTp. 4 0.5 0.6 0.7 0 4.8 0.9 1.0 1 �7 1.1 1.4 1.5 1 _ .0 r ORE/LL KS STOR 7l 34720RAC/F/0/i' W K 1.9 2.2 2.1 k SOUT17 FRAL Y 6 KC/NVESTMENTS 2.5 2.1 2.1 l PARCEL #3797904D .3 i l 2.3 2.4 2.4 0 {e n _ 1.7 1.2 3;0R,11 I TE 9ISF4_BS RIX,V 46 0.7 1 1 IMH: 25 !FULL C?F .3 I 0.1 C j AD I 0.0 0115 C i i 0.0 C 'KENTERPR/SEA,//LLB °� ,t✓Lr ' 4RCEL #202�049055 Ixo 26,E?2 I 1 r 30 12 ACCESSESMT r 1 S,4NESUT2*2 R11W 2,#'"Q11 3 { .5 ,0 "A -1. 0.8 .2 2. 1.7 .2 � 0.8 � 0.9 1.8 2., 2.2 1.9 0 121'STIl; { 0.9 2 2.2 .4 1.5 .3 Z SIM BS Q Mill 25 1.1 1.3 2.2 2.7 1.6 GYENDAL KUECKER-TRUSTEE y ` 6170 ORI, 7&F PARCEL #202104' 060 bo 0.9 1.6 b. Z�2.5 3.1 2.3 0.9 1.8 3. 2.9 1 :0 0.8 2.1.� 5. 3.8 2.0 - - - 0 0 0 E N \ IM 10 EWNB 5.0 1.8 } 0.0 MH: 10 VIOC ) XXXX PACIFIC HWY S 0 0 1 664 SF (: 3.6 1.4 ( ) 0 ( _ 0.0 EWNB l = 1.5 0.9 �• 01 H: l a-QS1\` 1.9 0.9 .0 0.9 1.2 2.1 1.2 0.6 0.2 0.6 1.0 1.5 1.6 0.8 0. 0.3 0.4 0.5 0.6 0.4 •0 0.0 0.1 0.1 0.1 0.1 0,1 0.1 0.1 0.0 EV1_T T o ' E Y LT Via* .. - ----- I WC6'7,4!E _J i 29-X 55 h A= 27P,75 ' t1GT UvT UCT Uia"UCi - UGT ........... j UGC UGE UGE UGE - UGE _ UGE - _.. _... _,..., Luminaire Schedule Symbol j Qty a 3 - - 2 2 Label Arrangement EWNB SINGLE SF4_13S SINGLE Calculation Summary Label CalcType _ Units Horz Spill Prop Line @ G Illuminance Fe Pavement Area Illuminance Fc Sidewalk Area Illuminance Fc Total Lamp Lumens LLF j Description N.A. 1.000 1-EWNBOA47301 NBLCKD N.A. 0.855 1 1-EALP012F4AF750NDD1BLCKF with 1-ELS-EAL-RBL-BLCK Avg Max I Min I Avg/Min I Max/Min 0.19 2.3 i 0.0 N.A. N.A. 1.21 5.0 i 0.0 N.A. N.A. 1.83 5.5 1 0.0 I N.A. N.A. 20 0 20 40 GRAPHIC SCALE (IN FEET) MOUNTING HEIGHTS SPECIFIED ON PHOTOMETRIC PLAN BELOW FIXTURE TYPE Orderina Number Logic Evolve Till LED Area Light (EALP) EALP 01 - -- -- 7 -- W F2 r Hi • Fusing = Motion Sensor = cUL/Canado • tool -Less Entry = Enhanced Surge Protection �lOkVlSkAI = Rotated leftt = Rototed Right = NOM031(Mexicol, = DAU dimming+^ = 3-Position Terminal Block = Special Options ttoct Monufccturer for availability npatible with LightGrid 2.0 nodes : compatible at 347-480'V or with tion sensor control aimed left or right light distribution �ntotion, as assembled in manufacturing. applicable for Symmetric Distributions. Pote Pole - ,Ku left[sli _ Right(S2) CESO WWW.CESOINC.COM 175 MONTROSE WEST AVE., COPLEY, OH 44321 PHONE: (330) 665-0660 FAX: (888) 208-4826 � co N O 0O MO c 0 c 0 EALP01 USSW730 IES EALP01 U5SW74C JES EALP01 U5SW750 'ES EALP01 V5SW730 JES EALP01 V5SW740 JES EALP01_V5SW750 IES W W EALP01 C4AF730 JE EALP01 C4AF740 IES EALl C4AF750 IES > EALP01 D4AF730 JES EALP01 DuAF740 .IES EALP01 D4AF750 IES W W EALP01 F4AF730 JES EALP01F4AF740 IES EALP0I_F4AF750 IES f_ EALP01_H4AF734 JES EALPOIH4AF740 .IES EALP0I_H4AF750 IES EALP01_J4AF730 IES 1 EALP01 J4AF740 IES EALP01_J4AF750 Of .IES EALP01_K4AF730 IES EALP01 K4AF740 :ES EALP0I34AF750 JES W � W Z EALP01 L4AF730 .IES EALP01 L4AF740 IES EALP01 L4AF750 .IES 0 EA111 C3ACN730 IES EALP01 dAW740 JES EALP01_C3AW750 IES CIO O EALPOl MAW730 JES EALP01_D3AW740 IES EALP01 D3AW750 .IES EALPCi_F3AW730 IES EALP01 F3AW740 IES EALP01_F3A4h1750 IES O LL O LL EALP01 H3AVJ730 IES EALP01 H3AW740 .IES EALP01 H3AW750 .IES p p EALP01 13A4V730 JES EALP01 BAW740 IES EALP01 J3AW75C .IES W ll EALP01 K3AW730 (ES EALP01_K3AW740 .IES EALP01 K3AW750 JES U) 07 EALP01_L3AW730 .IES EALP01L3AW740 IES EALP01 L3AW750 IES T L EALP01 C2AN730 .IES EALP01_C2AN740 IES EALPOI C2AN750 _ .IES EALP01 D2AN730 IES EALP6102AN740 JH EALP01D2AN750 IES o EALP01 c:2AN730 .IES EALP01_F2AN740 .IES EALP01_F2AN750 IES Z EALP01_H2AN730 .IES EALP0I_H2AN14C IES EALP01_H2AN750 .IES EALP01 J2AN730 JES EALP0I_J2AN740 JES EALP01_J2AN750 IES EALP01_K2AN730 IES EALP01_K2AN740 .IES EALP01_K2AN750 .IES EALP01 1_2AN730 JES EALP01 L2AN740 IES EALP01_L2AN750 IES EAILP01_KAAA730 IES EALP01_KAAA740.IES EALP61_KAAA750 .IES EALP01_LAAA730 !ES EALPOi_LAAA740 .IES EALP01_LAAA750 IES Ordering Number Logic Evolve LED Wall Pack N Series (EWNB) EWN B _ __ 7 -- _ PE Accessories (to be ordered separately) D = External Dimming Leads Provided i0-,OVolt Input) F = Fusing L = Tool less entry R = 10kV Enhanced S€,rge Protection H =(lotion Sensor # U = DAIi Dimming+^ XXX = Special Options # R & H options cannot be purchased together. Nat available with Voltage S, t') and H. + Compatible with Ligh'Crid 2.0 nodes. ^ Not compatible at 347-480V,, with A -level optical code, or raid) ration sensor control. 1 93029237 PED MV LED-7 I ANSI C136.41 D€mminc PE 120 277V 28299 PECOTL STANDARD 120 277V 93029238 PED 347 LED-7 __.__ _... . .... ANSI C136.41 Dimming PE 347V .. ._ .--. _._-_____. 28294 PECSTL STANDARD 480V .... �/� j� 93029239 PED-480-LED-7 ANSI C136.41 DimmingPE, 480V 18043b P£COTL SIANDARO 347V ,�,;;.t!.�,, li0W �I1 haft belo x � 73251 SCCL•PECTL Shorting cap Cal l bi you dig �. FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: WASHINGTON ONE CALL AT 811 OR (800) 424-5555 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF WASHINGTON ONE CALL. UJ ( V Q T_ CIO C) CD O 7 O>_Q Q Zr/ sa /I�/� VJ r y E., z=J UJ ZLLLL1 DUB \J 2018 CESO, INC 0 YJJLJ �GISTEF� ALE�� Project No. 753977-01 Scale AS NOTED Drawn J JL Checked JRM Date 03.22.18 Drawing Title PHOTOMETRIC PLAN Drawing No. CQ.0