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HomeMy WebLinkAboutPlan, Final APPLICANT 3/8/2019GENERAL NOTES A C LEARNIN CENTER AYCARE A. BEFORE CONSTRUCTION IS TO BEGIN, THE CONTRACTOR IS TO VERIFY THAT ALL REQUIRED APPROVALS & 1782 STH ST, SPRINGFIELD, OR 9 PERMITS HAVE BEEN OBTAINED. THE CONSTRUCTION OR FABRICATION OF ANY BUILDING COMPONENT MAY BEGIN ONLY AFTER THE CONTRACTOR HAS RECEIVED PLANS & ANY ADDITIONAL DOCUMENTS FROM CCI THE PERMITTING & OTHER REGULATORY AGENCY. IF THE CONTRACTOR FAILS TO DO SO, THE 2 CCI CONTRACTOR SHALL BE RESPONSIBLE FOR ANY RESULTING MODIFICATIONS OF WORK REQUIRED BY ANY 2 REGULATORY AGENCY. FINAL SITE PLAN PACKAGE 3/04/19 B. ALL CONSTRUCTION TO COMPLY WITH THE STATE OF OREGON 2014 STRUCTURAL SPECIALTY CODE. NIR PEARLSON C. THE DRAWINGS REPRESENT THE INTENDED CONSTRUCTED CONTRACTOR FOR ARCHITECT INC. ALL CONSTRUCTION METHODS ALL RISKS INVOLVED IN HE CONSTRUCTION, & SHALL MAINTAINTHE CODE REVIEW SUMMARY LOT INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING & ITS COMPONENTS DURING ALL PHASES OF CONSTRUCTION. STREET LIGHT AT CORNER D. IF DISCREPANCIES OR INCONSISTENCIES ARE FOUND WITHIN THE DOCUMENTS, THEY SHALL BE REPORTED CONSTRUCTION TYPE: V-B (NON-SPRINKLED) S89058'45"W 65.251— APPROXIMATE LOCATION OF Q ST. & 5TH ST. 433 W 10th AVE STE 100 OF (E) UNDERGROUND FIRE HYDRANT EUGENE OR 97403 TO THE ARCHITECT & RESOLVED BY THE ARCHITECT PRIOR TO PROCEEDING WITH WORK IN THE AFFECTED WATER LINE LOCATED ACROSS STH TAX MAP / LOT: 17-03-26-31-00301 5 4 1 . 3 4 5 . 5 5 4 7 AREA. ALLOWABLE AREA: _ ST., SOUTH OF Q ST. � ,- LOT AREA: 20,1 12.6 SF green-building.com -- E. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS INCLUDING BUILDING OCCUPANCY: E -EDUCATIONAL "'- � ( ALLOWABLE AREA (TABLE 503): 9500 S.F. EXISTING PERIMETER FENCE 97.25' SAFETY OF ALL PERSONS & PROPERTY DURING THE COURSE OF CONSTRUCTION. THIS REQUIREMENT APPLIES ( — ZONING: CC, COMMUNITY COMMERCIAL CONTINUOUSLY, & IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR AGREES TO DEFEND, AREA INCREASE (SPRINKLERS): N/A I TO REMAIN, TYP. - PRIVACY ( c TOTAL ALLOWABLE AREA: 9 500 S.F. SLATS TO BE ADDED AT INDEMNIFY & HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY & ALL LIABILITY, REAL OR ALLEGED, IN ( CHAIN LINK SECTIONS ( / USE CATEGORY: CHILD CARE FACILITY (4.7-125) CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. BUILDING AREAS: ( �- — — — — — — — — — — — — — — �CF \ — - ALLOWED SUBJECT TO SPECIAL DEVELOPMENT STANDARDS F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY IN THE FIELD ALL DIMENSIONS, ELEVATIONS, & MAIN DAYCARE BUILDING: 1,358 S.F. ( 10'-0" BUILDING % 2 PER SPRINGFIELD DEVELOPMENT CODE 3.2-300 ABC LEARNING ACCESSORY DAYCARE BUILDING: 748 S.F. SETBACK TYP. � EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, ORDERING OR FABRICATION OF ANY TOTAL BUILDING AREAS: 2, 106 S.F. - OK ( � � / NEW P.U.E. (( CENTER MATERIALS. IF DISCREPANCIES ARE FOUND BETWEEN THE CONSTRUCTION .DOCUMENTS &EXISTING ( 3 LONG-TERM BIKE �CLONG STH ST. DAYCARE CONDITIONS, THEY SHALL BE REPORTED TO THE ARCHITECT & RESOLVED BY THE ARCHITECT PRIOR TO ALLOWABLE BUILDING HEIGHT: STORAGE SPACES AT FRONTAGE PROJECT TEAM PROCEEDING WITH WORK IN THE AFFECTED AREA. MAIN DAYCARE ALLOWABLE HEIGHT (TABLE 503): I STORIES/ 40 FT EXISTING STORAGE BUILDING 7_p G. SHORING & DEMOLITION: THE CONTRACTOR SHALL SAFELY SHORE WHENEVER NECESSARY TO ALLOW HEIGHT INCREASE (SPRINKLERS): N/A ROOM (EXISTING, NO WORK) DEMOLITION AND/OR INSTALLATION OF NEW CONSTRUCTION. REMOVAL, CUTTING & DRILLING OF TOTAL ALLOWABLE HEIGHT: I STORIES / 40 FT cn ( EXISTING TENANT ARCHITECT EXISTING WORK SHALL BE PERFORMED WITH GREAT CARE & APPROPRIATE TOOLS. ,� o DSCAPING JACKIE CARROLL NIR PEARLSON ARCHITECT, INC. TOTAL BUILDING HEIGHT: i STORIES / 18 -0 =OK V ( TO EMAIN (( _ = 1782 STH ST. 433 W I OTH AVE, #100 H. THE CONTRACTOR SHALL COORDINATE ANY REQUIRED TESTING FOR EXISTING ASBESTOS & OTHER � ( ACCESSIBLE PARKING ( v SPRINGFIELD, OR 97405 EUGENE, OR 97401 NOTE: EXISTING BUILDING INCLUDES A PARTIALLY FINISHED ATTIC SPACE. THIS AREA MARKINGS & SIGNAGE v PHONE: (541) 914-6268 PHONE: (541) 345-5547 HAZARDOUS MATERIALS PRIOR TO ANY DEMOLITION OR REMOVAL WORK. THE CONTRACTOR SHALL BE IS TO REMAIN UNUSED IN THE NEW DAYCARE FACILITY AND IS NOT INCLUDED IN THE ( CONTACT: ACKIE CARROLL CONTACT: JARROD POWELL RESPONSIBLE FOR ABATEMENT OR TREATMENT OF ANY HAZARDOUS MATERIALS IF DISCOVERED, & FOR w EXISTING FENCED ( J OBTAINING ALL REQUIRED INSPECTIONS & PERMITS. OCCUPANCY OR BUILDING AREA CALCULATIONS. :-4 YARD / PLAY AREA — — — i — E-MAIL: E-MAIL: U' ( u ( THEABCLEARNINGPROGRAM@GMAIL.COM JARROD@GREEN-BUILDING.COM I. SUBSTITUTION OR CHANGE REQUESTS SHALL BE REVIEWED & APPROVED BY THE ARCHITECT PRIOR TO OCCUPANCY LOADS AND EXITING (TABLE 1004.1.2)( c ( C� I PROCEEDING WITH THE WORK. BUILDING# OF PERSONS ( DRO�IFF ARE °Z BUILDING Q MAIN DAYCARE BUILDING 26 EXISTING, NO WORK N W J. SHOP DRAWING SUBMITTALS: THE CONTRACTOR SHALL SUBMIT MULTIPLE COPIES OF SHOP DRAWINGS FOR ACCESSORY DAYCARE BUILDING 14 ( ) — — — — — — j Q PROJECT SUMMARY OWNER & ARCHITECT REVIEW, FOR ALL CUSTOM PROJECT COMPONENTS INCLUDING BUT NOT LIMITED TO: TOTAL 40 PERSONS ( I- 9'-0" 002 DOORS, WINDOWS, STEEL FABRICATIONS, & CASEWORK. CONTRACTOR MUST OBTAIN REVIEWED, 4 11 � ( a r;7 WITHOUT EXCEPTIONS" COMMENT ON SUBMITTAL PRIOR TO ORDERING OR FABRICATION OF ( NEW TRASH c RAMP UP 8l-0 ;o Q ( ( m `-" DEMOLITION COMPONENTS. NOTES: ( , Z ACCESS AISLE 1 Lu N oc (7 Q ENCLOSURE PER b — N ( Z 1782 5TH ST. 1. DAYCARE LICENSURE OCCUPACY TO ALLOW A MAXIMUM OF 32 CHILDREN, 4 - > ( U- u�'DETAILS EXISTING SWING & ce O U _ NIA: NO DEMOLITION WORK INCLUDED IN THIS PROJECT SPRINGFIELD, OR K. DIMENSIONS ARE TO FACE OF STRUCTURAL OR FRAMING MEMBERS, U.N.O. EMPLOYEES = 36 OCCUPANTS TOTAL ALLOWED. ,SLIDING GATES EXISTING PARKING ARE\cl O ( ( o O a ~ 2. SEE CODE PLAN DIAGRAMS & LOAD CALCULATIONS FOR EXIT PATHS AND ( C (� �_ O SITEWORK 97477 L. WHERE IT IS CLEAR THAT A DRAWING REPRESENTS ONE ITEM OF A NUMBER, OR ONLY A PART OF AN DISTANCES. ( EXISTING STRIPING I I I I _ V ( Q Z ASSEMBLY, THE OTHER WORK SHALL BE CONSTRUCTED REPETITIVELY. o Q I. RE-STRIP EXISTING PARKING LOT, TO MATCH EXISTING DIMENSIONS. 1819 ( TO BE REMOVED AT C I ( ( ( LONG-TERM PAR ING o °- m ACCESSIBILITY (5) SPACES - ( ;o F 2. PROVIDE NEW TRASH / RECYCLING ENCLOSURE & ROOF UP TO 25% OF PROJECT BUDGET WILL BE ALLOCATED TOWARD REMOVING BARRIERS ( o Z - O ( ( (E) CURB CUT ARCHITECTURAL ABBREVIATIONS TO ACCESSIBILITY. NOTE THAT THE CONSTRUCTION BUDGET IS EFFECTIVELY $0, — — — — — — — — — & APRON - BUILDING WORK OTHER THAN MINOR IMPROVEMENTS TO THE PARKING AREA AND TRASH ENCLOSURE. —------------- --- — REPAIR REVISIONS: AT MFG; MFR MANUFACTURER — — — — — — CRACKED N/A: NO BUILDING WORK INCLUDED IN THIS PROJECT. CCI @ 162.25' SIDEWALK 2 MDS COMMENTS A.B. ANCHOR BOLT MEP MECHANICAL; ELECTRICAL; PLUMBING PLUMBING FIXTURE COUNT (OSSC TABLE 2902.1) C03/04/2019 A.C. ASPHALTIC CONCRETE MN TOTAL OCCUPANCY 39 PERSONS MINIMUM TRASH ENCLOSURE SETBACK APPROXIMATE FROM PROPERTY LNE LOCATION OF (E) CI = A.F.F. ABOVE FINISH FLOOR M.O. MASONRY OPENING E OCCUPANCY: I WC LAV PER 50 OCC. = I WC i LAVS REQ'D. SEED AREOVERHEAD ELECTRICAL N 2 DRAWING INDEX ALUM ALUMINUM (N) NEW A TO REPAIR LANDSCAPING ALONG ASSY ASSEMBLY N.I.C. NOT IN CONTRACT 3 WC / 3 LAYS PROVIDED - EXISTING = OK SOUTH EDGE OF EXISTING ASPHALT NEW RECYCLED RUBBER BET BETWEEN N.T.S. NOT TO SCALE CCI BETWEEN ASPHALT & FENCE i HEDGES (E) CONC. WALK ALONG BM BEAM O. TO O. OUT TO OUT VEHICLE PARKING (SPRINGFIELD DEVELOPMENT CODE 4.6-125) 2 WHEEL STOPS @ (5) FRONT OF PROPERTY G00 I COVER SHEET, SITE PLAN, CODE INFO B.O. BOTTOM OF O.C. ON CENTER I DROP-OFF SPACE PER 700 S.F. GROSS FLOOR AREA COMPACT SPACES A I 0 I FLOOR PLANS, TRASH ENCLOSURE DETAILS BRK BRICK OPP OPPOSITE I LONG-TERM SPACE PER 350 S.F. GROSS FLOOR AREA BYND BEYOND OSB ORIENTED STRAND BOARD DROP OFF: 2,106/700 = 3 DROP-OFF REQ'D I 1" = 20'-0" SITE PLAN CAB CABINET OH OVERHEAD LONG-TERM: 2106/350 = 6 LONG-TERM REQ'D ATTACHMENTS: C.L. CENTER LINE O.F.C.1 OWNER FURNISHED/ CONTRACTOR 8.5x I I MINIMUM DEVELOPMENT STANDARDS MDS C.F.C.1 CONTRACTOR FURNISHED/ INSTALLED CONTRACTOR INSTALLED O.F.O.1 OWNER FURNISHED/ OWNER EXISTING PARKING: 9 SPACES = OK MINOR APPLICATION PACKET CLG CEILING INSTALLED 8.5x I 1 MDS NARRATIVE COL COLUMN OPP. OPPOSITE BICYCLE PARKING (SPRINGFIELD DEVELOPMENT CODE 4.6-155) CONIC CONCRETE RLAM PLASTIC LAMINATE I LONG-TERM SPACE PER 10 EMPLOYEES FULL BATH & C.M.U. CONCRETE MASONRY UNIT PL PLATECOMMON PATH OF EGRESS TRAVEL / MAX. CONT CONTINUOUS PLY; PWD PLYWOOD 4 EMPLOYEES/ 10 = I LONG-TERM SPACE REQ'D. EXIT ACCESS TRAVEL DISTANCE: 51'-8" HALL, NO 106 PLAY DTL DETAIL P.T. PRESSURE-TREATED OCCUPANCY SQFT FUNCTION DBL DOUBLE PTD. PAINTED PER SPRINGFIELD DEVELOPMENT CODE 4.6-145, MIN. 3 SPACES REQ'D, ALL PERMITTED TO 103 PLAY 134 DAYCARE O.L.F. OCC TYPE OCCUPANTS BE LONG-TERM. 157 DAYCARE D.F.L. DOUG FIR-LARCH R RADIUS Q 105 PLAY 35 E 3.8 SYMBOLS DIAM; O DIAMETER REQ'D REQUIRED SQFT FUNCTION DIM DIMENSION ROW RIGHT OF WAY REFER TO SITE PLAN FOR LOCATION OF BICYCLE STORAGE AREA. O.L.F. OCC TYPE OCCUPANTS 187 DAYCARE 35 E 4.5 O.L.F. OCC TYPE OCCUPANTS 4} VERTICAL ELEVATION DN DOWN RD ROOF DRAIN I 35 E 3. I DS DOWN SPOUT RM; RMS ROOM, ROOMS ENERGY Q KEYNOTE DWG DRAWING R.O. ROUGH OPENING 104 PLAY 3 DRAWN BY: EA EACH RUB RUBBER EXISTING ENVELOPE TO REMAIN - NO WORK SQFT FUNCTION 101 ENTRY N;�7 SECTION TAG JKP Room ROOM NAME &NUMBER E.W. EACH WAY SECT SECTION 89 DAYCARE SQFT FUNCTION ELEC ELECTRICAL SHTG SHEATHING STRUCTURAL SEISMIC ANCHORAGE O.L.F. OCC TYPE OCCUPANTS 101 CHECKED BY: ELEV ELEVATION SHT SHEET EXISTING SEISMIC ATTACHMENTS, ETC TO REMAIN NO WORK 35 E 116 DAYCARE NP 2.5 O.L.F. OCC TYPE OCCUPANTS 107 MUD ROOM 35 E 3.3 I ENG'D ENGINEERED SIM SIMILAR 2 DETAIL TAG DATE: ASSEMBLY SYMBOL AI ENG'G ENGINEERING SPECS SPECIFICATIONS 3/04/19 EQ EQUAL SQ SQUARE SQFT FUNCTION , , 75 DAYCARE FILE: EXIST; (E) EXISTING S.S. STAINLESS STEL -or- SANITARY SEWER O.L.F. OCC TYPE OCCUPANTS 100 WINDOW SYMBOL I EXT EXTERIOR STD STANDARD 35 E 2.1 - CODE DIAGRAM LEGEND DETAIL TAG ABC-LEARNING CD.DWG F.F. FINISH FLOOR STL STEEL 3 EXIT ........ % F.F.L. FINISHED FLOOR LEVEL S.D. STORM DRAIN 5 1 XREF: 1 I5A KITCHEN DOOR 24 100 DOOR SYMBOL FIN FINISH STRUCT STRUCTURAL COMMON PATH OF EGRESS 0 0 FEC FIRE EXTINGUISHER CABINET TEMP TEMPORARY - or - TEMPERED 9__4SQFT FUNCTION FLASH FLASHING T&G TONGUE &GROOVE TRAVEL 48 KITCHEN CCI REVISION TAG 2 SHT 4 ELEVATION TAG FLR FLOOR T&B TOP &BOTTOM O.L.F. occ TYPE OCCUPANTS _ p RM # RM NAME 1001 E 1 .5 102 PLAY 5 FND FOUNDATION T.O. TOP OF SQFT FUNCTION SPACE AREA & OCCUPANCY SQFT FUNCTION F.O. FACE OF T.O.C. TOP OF CONCRETE ### XXX DESIGNATION 218 DAYCARE F.O.A. FACE OF MASONRY T.O.M. TOP OF MASONRY O.L.F. I OCC TYPEJ OCCUPANTS r 2 O.L.F. OCC T(PEJ OCCUPANTS 6 F.O.S. FACE OF STUD T.O.S. TOP OF SLAB XX ## 35 E 1 6.2 FTG FOOTING T.O.W. TOP OF WALL MISC. STORAGE, GA GAUGE T.PL. TOP PLATENUMBER OF OCCUPANTS EXITING 00 —� NO OCCUPANCY GL; GLB GLUE LAM BEAM TYP TYPICAL SPACE — I/2 BATH, NO GYP BD GYPSUM BOARD U.O.N.; FULL BATH, NO- -• OCCUPANCY4,378 HDR HEADER U.N.O. UNLESS OTHERWISE NOTED OCCUPANCY 112 OFFICE HT HEIGHT VEN VENEER SQFT FUNCTION HORIZ HORIZONTAL V.T.R VENT THROUGH ROOF pp NUMBER OF OCCUPANTS EXITING 83 1 OFFICE NUF H.B. HOSE BIBB V.I.F. VERIFY IN FIELD THROUGH EXIT DOOR O.L.F. OCC TYPE OCCUPANTS 1 I 100 E .8 j EXISTING STREET F- INSUL INSULATION VERT VERTICAL 00y. V) LIGHT AT SW CORNER OO OF Q ST. & STH ST. COVER SHEET INT INTERIOR VEST VESTIBULE 1 JT JOIST V.C.T. VINYL COMPOSITION TILE AREA NOT COUNTED AS 114 OFFICE N , LB; # POUNDS W.A. WALL ASSEMBLY / OCCUPIED SQFT FUNCTION PROJECT SITE SITE PLAN, LAM LAMINATE WH WATER HEATER - 76 OFFICE 1782 STH ST. CODE INFO LSL LAMINATED STRAND LUMBER WRB WATER-RESISTIVE BARRIER 0 O.L.F. I OCC TYPEI OCCUPANTS LVL LAMINATED VENEER LUMBER WP WATERPROOF l 00j E .8 Q ST. LINO LINOLEUM WDW WINDOW III PLAY /CRAFTS MAT MATERIAL W/ WITH SQFT FUNCTION MAX MAXIMUM WD WOOD I o 327 DAYCARE EXIT MECH MECHANICAL o O.L.F. OCC TYPEJ OCCUPANTS DOOR HWY 126 35 E 9.3 10 14 >EXISTING FIRE � 0 HYDRANT ACROSS STH ..o ST., SOUTH OF Q ST. O 1158 KITCHEN 7zn MOFFIT LN. SQFT FUNCTION 75 KITCHEN N O.L.F. JOCC TYPEJ OCCUPANTS 100 E .75 G00 I 2 1/8" = r-0" CODE PLAN 3 NTS VICINITY MAP PROVIDE NEW FENCING AS REQ'D TO ENCLOSE PLAY AREA - COORD. I'-2"± O.H. I'-2"± O.H. HARDWARE REQUIREMENTS AS NEEDED P' If 10-011 A NOTE: THIS SINK TO BE USED ID FOR HAND-WASHING ONLY - PLAYI 106 101-011I n. NO BOTTLE FILLING OR I p P w R LJ O WATER V G VDRINKING BATH ° I I I I Lzi I I I I I LZI I I ARCHITECT, INC. 10s ° EXISTING STAIRS UP TO PARTIALLY FINISHED ATTIC I [SANIPAC ROLLING BIN: 31"x82" I I I I 433 W 10th AVE STE 100 EUGENE OR 97403 PLAY SPACE I I 1 — — 541.345.5547 105 I ( I I I green-building.com NOTE: DOOR TO UNUSED I COORDINATE HARDWARE REQ'S I I I I I I ATTIC SPACE TO REMAIN LOCKED AT ALL TIMES v/ I I NEW POST / PORTION OF FENCE W/ EXISTING ROLLING GATE I I I �� FLAT 2x4 PURLINS @ 24 O.C. HALL I I IJ u — — -- I o I ABC LEARNING © FolDAYCARE I NEW SCREENING l ENCLOSURE MEETING LICENSING I I I 016 1 N I I 1 1 ply I I CENTER REQUIREMENTS Io I i o I Co m @ c m I DAYCARE EXISTING CHAIN LINK ROLLING GATE Z ENTRY TO REMAIN - COORDINATE LOCATION I I O ( OF NEW TRASH ENCLOSURE TO PLAY❑ 104 PLA Y- 103 ( MAINTAIN GATE FUNCTION I [SANIPAC ROLLING BIN: 31 "x82" ( ( I � I Fol10-1 I I 6x6 PT WD COLUMN, TYP. @ (4) CORNERS ► I i I I I I — I CCI I I NOTE: THIS SINK TO BE USED FOR DRINKING WATER AN BOTTLE I I O a 1782 5TH ST. SPRINGFIELD, OR 97477 ENTRY FILLING LEAD TESTING REPORT I I +� - 107 PLAY CCI �, -=--------------------------------J AVAILABLE AND ON FILE ° 102------ -- I------------------- I8" x42" EEP FOOTING - SEE —� CORRUGATED 1819 METAL PANEL FOR REINFORCING ROOFING, TYP. 1/2 BATH INFORMATION, TYP. REVISIONS: 110 a CCI POST BASE CHANGE LL 11 ISSUED 02/15/2019 1 3 1/2" = 1'-0" FLOOR PLAN - TRASH ENCLOSURE 4 1/2" = 1'-0" FRAMING PLAN - TRASH ENCLOSURE CORRUGATED METAL PANEL ROOFING W/ GALVANIZED SHEET METAL FLASHING AT 1/4" = r-0" FLOOR PLAN - MAIN BUILDING FLAT 2x6 AT EDGES, EDGES OVERHANG RAFTERS 2"± 12" BEAM PER I" PLAN LONG-TERM BIKE STORAGE SPACES BEAM PER • PLAN FLAT PURLINS �_------� = OVER RAFTERS i 2x4 DIAGONAL BRACING W/ (4) #8x3" WOOD SCREWS EACH END TO COLUMN / �- — — — — — — — -� RAFTER & BEAM, TYP. ALL (4) CORNERS, BOTH DIRECTIONS i DRAWN BY: L JKP EXISTING CHAIN LINK ROLLING GATE STORAGE TO REMAIN - COORDINATE LOCATION CHECKED BY: 116 - co OF NEW TRASH ENCLOSURE TO NP %0 MAINTAIN GATE FUNCTION DATE: 2/15/19 NEW RANGE & DISHWASHER BY 7T PRESSURE TREATED POST SET IN CONC. FOOTING FILE: ABC-LEARNING CD.DWG — TENANT SLOPE TOP OF FOOTING AWAY XREF: OFFICE O O BATH OFFICE FROM POST BASE TO LEVEL WITH KITCHEN 113 115A 114 VN•1•i' 112 EXISTING ADJACENT GRADE J 00At ° :o I PROVIDE SELF-ADHERING 7 7 DAMP-PROOFING OR SIMILAR A n Z I . °. 7�7- ;,Orr . I TREATMENT TO POST BASE c PRIOR TO CONC. INSTALLATION e ❑ NOTE: THIS SINK TO BE USED FOR HAND-WASHING ONLY - IQ� I<= PROVIDE #4 HOOPS @ 12" O.C. . NO BOTTLE FILLING OR DRINKING WATEROF CCI r 4 b NOTE: THIS SINK TO BE USED FOR " CCI COOKING &DRINKING WATER -3" MIN ;o Z LEAD TESTING REPORT AVAILABLE COVER AND ON FILE FLOOR PLANS, KITCHEN O PLAY 115A 111 TRASH 0 ENCLOSURE 5 1/2" = 1'-0" SECTION - TRASH ENCLOSURE DETAILS A101 2 1/4" = 1'-0" FLOOR PLAN - ACCESSORY BUILDING