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7500 SW DARTMOUTH STREET I ■ N Ln m N S ulJ LLJ J Q N ce c. r- L1J W Li 41 ce Z N O Tigar re ® n N z 0 IH W I sup KURT D. REED ARCHITECT o I ! I ! 3260 NORTH HAYDEN ROAD • SUITE 108 a SCOTTSDALE, ARIZONA 85251 (602) 941-1440 (602) 949-0935 . . . . ... .. .... .. P R 0 j E C T T E A MI TENANT: OWNER: SITE CIVIL: SOILS: LANDS CAP • .. E. STRUCTURAL. 1�1ECF-I./PL(JM.. ELECTRICAL: PETsMART WAREMART FOODS ALPHA ENGINEERING r.PPLIED GEOTECHNOLOGY INC. N.I.C. DROTTAR / PRINISKI ENGINEERS PETERSON ENGINEERS PETERSON ENGINEERS 10000 NORTH 31st AVENUE - C300 3601 STATE STREET 9600 S.W OAK, SUITE 230 2510 S.W. FIRST AVENUE - 5050 E THOMAS kD 1717 E MORTEN SUITE 100 1717 E MORTEN SUITE 100 G PHOENIX, A.Z. 85051 P.O. BOX 12909 PORTLAND, OR. 97223 PORTLAND, OR. 97232 - PHOENIX, AZ. 85018 PHOENIX, AZ. 85020 PHOENIX, AZ. 85020 to PHONE ............... (817) 497-4127 SALEM, OR. 97309 - PHONE ...............(503) 492-8003 - PHONE ............... FAX . _............... . (817) 497-7234 PHONE ...............(503) 588-3426 PHONE ............... (503) 452-8003 FAX ..................... (503) 452-8043 - FAX .................... . 1 952-C E _ N 602.) 941 23E/ PEON (602} 943 4116 PHONE (602) 943 4116 v CONTACT............ MARTIN RANKIN FAX . . (503) 588-5755 FAX ......... ... ,(503) 452-8043 CONTACT............ROBERT J. STRAZER - CONTACT............ GEORGE S. PRINISKI CONTACT..... EFF (602 � 1910 FAX (60?.) 277 1321 FAX (602) 277 1321 ....... J SNEDDEN CONTACT............ JOHN SCHELL CONTACT. ..........PAUL A. SIMMONS CONTACT............ED CRISTENSEN, P.E. - P.E. L P.E. w (FOR REFERENCE ONLY) �• ABBREVIATIONS : i PROJECT INFORMATION : VICINITY MAP: - PROJECT DIRECTORY SHEET INDEX . AC. ACCOUSTIC FT. FEET OBS. OBSCURE ADD. ADDENDUM FIN. FINISH O.C. ON CENTER PROJECT ADDRESS : "•'•'•""••"......•••... 7500 S.W. DARTMOUTH .ST SIT E ADD'N. ADDITION FIXT. FIXTURE OPG. OPENING Punning & Zoning Gas Company T, ...COVER SHEET ABC AGGREGATE BASE COURSE FL FLASHING 0.A. OVERALL SUITED CITY OF TIGARD NORTHWEST NATURAL GAS 5P SITE PLAN / DETAILS AGC. AGGREGATE FCR. FLOOR O.D. OUTSIDE DIAMETER TIGARD, OR. 97223 CIVIL DOCUMENTS (FOR REFERENCE ONLY) A/C AIR ALUMINUM ONING F.D. FLOOR DRAIN O.F.S. OVERFLOW SCUPPER 13125 S.W HALL BLVD. 220 N.W 2ND AVE Cl • '•'•"•••••••••••"..................•• AL ALUMINUM FLUOR. FI FOOTING ENT O.F.Q. OVERFLOW DRAIN TIGARD OR. 97223 PORTLAND, OR. 97209 C2 ' "'••""........•••••••'•• ••'••••••• •CIVIL DOCU,11ENTS (FOR REFERENCE ONLY) ALT. ALTERNATE FTC. FOOTING PROJECT DESCRIPTION : '•"•""......•""'•"......•••••"•••••• RETAIL STORE r A.A. ANCHOR BCIT FN. FOUNDATION PTD. PAINTED I 99 PHONE (503) 639-4171 PHONE (503) 721-2458 ARCHITECTURAL do AND FR. FRAME PG. FAGS / CONTACT : JERRY OFFER F1 ■ FIXTURE FLOOR PLAN A ARCHITECT F.H.C. FIRE HOSE CAB. PR. PAIR CONTACT IOM SIMPSON F2 ••••FIXTURE REFERENCE PLAN AS ASPHALT PNL PANEL ............................... •� C� AT GA. GAUGE PTN. PARTITION SITE ZONING G.I. GALVANIZED IRON d PENNY GENERAL COMM. F3 ' •EQUIPMENT COORDINATION SCHEDULE GL. GLASS PL PLATE EISMT. BASEMENT Al FLOOR FINISH PLAN , 6 @M. BEAM GD. GRADE PLBG. PLUMBING PLAN DEVELOPMENT �� Engineering : Water Company A2 C ••••••••••••••••••••••'•••••••••••••••• ••ARCHITECTURAL FLOOR PLAN � 'I`1>1�� G. GRAM PLYwD. PLYWOOD S CITY OF TIGARD TUALATIN VALLEY WATER DIST. A2.1. ••••••........................•••••• , •ENLARGED ARCH. FLOOR PLANS B.M. BLOCKING GRL GRILLE OCCUPANCY : . ..........................................................,............... . B-2 DARTMOUTH ST. A3. ........................................ � .. BLKG. BLOCKING GRD. GRID 1312, S.W HALL BLVD, P.O. BOX 745 TD)REED '51 ROOF PLAN BD. BOARD POINT A4 ..........................................EXTERIOR ELEVATIONS 3123 r GB.0. BOTTOM OF . GROUND P.S.I. POUNDS PER SQ. FT TIGARD, OR. 97223 1850 S.W 170TH AVE BEAVERTOWN, OR •REFLECTED CEILING PLAN GYP. GYPSUM PHONE PHONE (503) 245-3331 A5 I BLDG BUILDING P.S.F. POUNDS PER S0. FT. A5.1 ENLARGED REFLECTED CCG. PLANS G.B. GYPSUM BOARD P.C. PRECAST OCCUPANT LOAD : """"""••'•••••••i' 724.0 � � � (503) 639-4171 TTS ,ARIZON • ....................................... • S 0 `'Di\LE't A P.L. PROPERTY LINE FLOOR AREA _ CONTACT . JERRY OFFER CONTACT . JIM ECKENRODE A6 y H.R. HAND RAIL (24,958 S.F.) _OUNCE / OFFICE 1 . 15 - 21.0 ..................•••••••••••••••••••••••DOOR SCHEDULES ~ A7. .............. ...........• .INTERIOR ELEVATIONS CAB'T. CABINET EDN. HARDENER RAD. RADIUS RETAIL. - 1 : 30 = 671.0 Y '� C.I.P. CAST IN PLACE HOW. HARDWARE d•('r;1 ,�_� r^ �? A8. ........................................ . INTERIOR ELEVATIONS EGIS QUIRE RESTROOM / OFFICE - 1 . 100 = 25.0 ' A9• • •INTERIOR ELEVATIONS C.@. CATCH BASIN HDWD. HARDWOOD REQ'U. REQUIRED CLC. CEILING HTR. HEATER REV. REVISION EQUIPMENT / STORAGE - 1 300 = 7.0 "' "' "" ' � north Building Safety Sewer Company � CEM. CEMENT HT. HEIGHT R. RISER, RISERS �� "� AID "..................•••••"••••••••••••.•INTERIOR ELEVATIONS / BUILDING SECTIONS I CITY OF TIGARD A11 ••••••••••••........................•••••WALL SECTION CC. CENTCRAM H.P. HIGH POINT R.D. ROOF DRAIN 217/ � CITY OF TIGARD � ■ CM. CENTIMETER H.M. HOLLOW METAL RFG. ROOFING EXIT WIDTH : " "" "" DED: 16.0 ...... •'•• •'••••'RE REQUIRED: 12'-0" PROVIDED:CL CENTER LINE HORIZ. HORIZONTAL Q 131?5 S.W HALL BLVD. 13125 S.W HALL BLVD. Al2 """"""""""""""""""" WALL SECTION$ / DETAILS 9-- CER. CERAMIC H.B. HOSE BIBB RM. ROOM C.T. CERAMIC TILE H.W. HOT WATER ROH. ROUGH \ TIGARD, OR. 97223 ADl ••••••••••••••••••••••••••••••••••••••••ARCHITECTURAL DETAILS o•4 \\ TIGARD, OR. 97223 CHIN. CHANNEL RD. ROUND CLR. CLEAR IN. INCH CONSTRUCTION TYPE : •"••"•"'•"•"•""......•'••"..................• ••• PHONE (503) 639-4171 PEON[ (503) 671 4171 ,,,,,,,„ ,,,,•„..................,,,.. ARCHITECTURAL DETAILS A172 ARCHITECTURAL DETAILS i o AI?3 Q S - , CONTACT DAVID SCOTT CONTACT JERRY OFFER ° CL o C.O. CLEAN OUT I.D. INSIDE DIAMETER SCR. SCRFw STRUCTURAL CLOS. CLOSET INSUL. INSULATION SECT. SECTION INT. INTERIOR SEL SHI.E^.T i SET BACKS SYMBOLS LEGEND G5N ................."""......•••••••. \L NOTES COL COLI MN o CONC. CONCRETE SET. SHEET BUILDING GENERAL STRUCTURE INV. INVERT SDG. SIDING SEE CIVIL DOCS. • S1 ..................•••••••••••••••••••••••••FOUNDATION PLAN u- X a CONN. CONNECTION Fire Safety W $ y ..........................................FRAMING PLANS r SIM. SIMILARz a�5 ,'T SLDG. SLIDING CITY OF TIGARD PORTLAND GENERAL ELECT. S2 •.•••••.•.•I••••••.••.•••••...•• _ ° CONST. CON,,CONSTRUCTION JAN. JANITOR Sol •••••• ••STRUCTURAL DETAILS / �• S•j C.J. CONTROL COI' JT. JOINT SM. SMOOTH OFFIC� r 2 STRUCTURAL DETAIL-5 (f� �� CONSTRUCTION JL NT JST. JOIST FIRE SPRINKLER DESIGN '•"""••••••"••••••"..................••• ' BASED ON: - • DENOTES ROOM NAME (TOP) AND ROOM NUMBER (BOTTOM). 13125 S.W HALL BLVD. 14655 S.W OLD SCHFR RD CONT. CONTINUOUS SPEC. SPECIFICATION 110 SD3 ••••••••••••••••••••••••............•.••STRUCTURAL DETAILS o,' CON TR. CONTRACTOR SPL. SPLASH SEE GENERAL. NOTES ON SHEET A2 NFPA 13 AT SALES AREA FIGARD OR. 97223 BEAVERTON, OR. 97007 f K.P. KICK PLATE SQ. SQUARE MECHANICAL / PLUMBING 6 8 coR'c. CORRUGATED AND SPECIFICATIONS. N,=PA 231C AT PALLET AREA PHONE /: (503) 576-2502 PHONE (5U3) 671 1351 CTR. COUNTER STO. STANDARD O1 ( 1 W \J m o L LAMINATED ST.STL STAINLESS STEEL • INDICATES INTERIOR WALL ELEVATION - SEE SHEET A9 AND A10. o ' v CTSK. COUNTERSUNK LDC. LANDING .......""•'••••••••••••••••••••••••••••••MECHANICAL FLOOR PLAN C.M.U. CONCRETE MASONRY UNIT LTM LATH STRUC. STRUCTURE A9 C NTACT GENE BIRCHELL CONTACT BELAN MORRE MtLu LAV. LAVORATORY SUSP. SUSPENDED Mi ••• Sw.BD. SWITCHBOARD PARKING REQUIREMENTS •••••••••••• L PLANS ARCED MECHANICAL ` Q " 110 MIN. STALLS ,�� M3 •MECHANICAL DETAILS O ............•••••••••••••••••• •MECHANICAL SCHEDULE$ LG. LENGTH - -- • INDICATES DETAIL REFERENCE - DETAIL No. (TIP), SHEET No. (BOTTOM). c D.P. DAMP PROOFING LOC. LOCATION (EXISTING) ,�� T.C. TOP OF CURBTelephoneCompany . ....................................... .ENERGY GUIDELINES 4� DB. DECIBEL LT. LIGHT T.G. TEMPERED GLASS - COm an M4 DIAG. DIAGONAL L.W.C. LIGHT WEIGHT CONCRE"E T.O. TOP OF P1 ""'•""•'""......•••••'•••••••••••••••PLUMBING FLOOR PLAN U o f TOTAL BUILDING AREA """”" GTE P1.1 .........................................ENLARGED PLUMBING PLANS ° � ° DIAM.,O DIAMETER LVR. LOUVER r C DIM. DIMENSION LOC. LOCATION T.S.D. TOP OF STEEL DECK 2J,416 S.F. .• zX • INDICATES BUILDING SECTION NUMBER - SEE SHEET A10. P.O BOX 23416 L.L. U_` TYPICAL ..........................................PLUMBING SCHEMAT!. S / DETAILS 8840 S.W BURNHAM D!sP. DISPENSER � _ ELECTRICAL _ � � DN. DOWEL M.O. MAS. OPENING V. VENT TIGARD, OR. 97281-3416 a D.S DOWN MAT•L.. MATERIAL- PLDG. AREA ALLOWABLE BASIC' INDICATES WALL SECTION NUMBER - �':E SHEET All AND Al2. D.S. DOWNSPOUT MFR. MANUFACTURER VERT. VERTICAL - 8000 S.F.S•F• XX PHONE (503) 620-5499 ”""""" LIGHTING DWG. DRAWING V.G. VERTICAL GRAIN o •• •-% FLOOR PLAN MAX. MAXIMUM VEST. VESTIBULE (50/° INCREASE) 60 YARDS ON 2 SIDES 4000 XX CONTACT E1.1 • •• ... ENLARGED LIGHTING PLANS ■ ° ° METH. MECHANICAL ••POWER FLOOR PLAN V.C.T. VINYL COMP. TILE 12 000 F.1.I • ......••••••......••••• .............. .ENLARGED POWER PLANS Job No: MET. METAL. E2 ...................................... EA. EACH M.L. METAL LAlli VCP VITREOUS CLAY PIPS , � E. ELECTRIC M. METER Q Q - • INDICATES BUILDING COLUMN GRID LINE. PANEL SCHEDULES / ELECTRICAL DE FAILS 93451 ;� SPKINKLER` x 3 E3 . ........................................ . ,� E.D.F. ELECTRIC DRINKING FOUNTAIN MIN. MINIMUM W.W.M. WELDED WIRE MESH _ � --- /4 E4 . ....... ................................ .ENERGY GUIDELINES `7�✓ C EQ. ELEVATION MULL. MOULDING W.C. WATER CLOSET 36,000 ENERGY MANAGEMENT EQ. EQUAL MULL_. MULLION W.N. WATER HEATLR � _ �-� Sheet Not Date: 10 JUL 93 UI EQUIPMENT W.F. WIDE FLANGE � • INDICATES KEYED NOTE - SEE KEYED NOTE SCHEDULE. EMI • ••••••• •••••••••••••••••••••••.••.... •ENERGY MANAGEMENT EXE. EXHAUST N.C. NATURAL GRADE W/ WITH DESIGN CODES ' """""""""""" ""' 91 TIBC, 91 UPC, 91 UMC, _ __ X N. EXPANSION NOM. NOMINAL W/O WITHOUT EM2 •••••••. "' ENERGY MANAGEMENT Scale: SEE PLAN E.J. EXPANSION JOINT N.I.C. NOT IN CONTRACT WD. WOOD 90 N.E.C. EXIST. EXISTING N.T.S. NOT TO SCALE WDW. WINDOW EM3 ••••••••••••..................•......... --- ENERGY MANAGEMENT Drcwn: CP EY' EXTERIOR N0. NUMBER W.W. WINDOW WALL cc • INDICATES FIXTURE - SCE EQU'I'MENT COORDINATION SCHEDULE. A_ T1 Checked: KDR '71--,00 SW I1AITMDUTH 13 TPF ET ■ ■ mw- ■ TTIU . JUN 17 17:11:56 1993, THOMAS H., 451—T.DWG 1 fir nIII ■ s - ■ ■ -;a_-:- _�,r.•>.,•..,-.. as y r r {l IF THIS DOCUMENT IS LESS 'Elf III 111 1111 III III 1114111 III II! Ill 1L111 ri r111� 1.11-. f tllllll ILL j II Ill III ! III Ili III Ili III III III I 11111111 1111I111 III LII 1111111 III III VIIILLI ,�� r 1 I I Z I 13 4 l 15 �6 I . I h I I S I 1 9 10 I 11 1Z APRIL. 2C 1994 LEGIBLE THAN THIS NOTATION, �.� _ ��_ ��_��_-� -�� - �i 1 IT IS DUE TO 'PEE QUALITY OF - _ _ _ No 36 ®••;�s..•-- _ I ThE ORIGINAL DOCUMENT. -� -- --- — - - I qS 88�L �L LTZ BIL Z S L-^L 1 Z Z 81 8 I Lri 8 1 91 fi I S I I L�i I T j 0 i 8 B I L I ,A 9 f TI ,':, I I l II!�ullWin�illui� ��ILII ILII ILII ILII IIII�IIII IIII�IIII ,III�IIII IIIIIIIII IIII�IIII ILII ILII IIII�II ILII ILII ILII ILII IIIIIIIII W«Illt 1 llllll Illllllll IllL Illi 1111111 lliliit, llllll IIIIINII ( 4" CONCRETE SLAB W/ \WIRE REINF. (OVER ABG) K E Y E D N O 7 F_ S - aoor Width 5'-O" 1. OMIT OF CONSTRUCTION - SEE G.N. /12 m verUy 'I'-O" verily 2. SEE CIVIL FOk CONDITIONS �Q TAGTA. WARNINGI r W , 65N � 3. EXTERIOR DOOR RAMP - SFE DETAIL SP7/SP �,/ W 4. CONCRETE SLAB -• SEE SHEET A2 a 1 9q 50' S. .SES HATH SLAB � H 0 E NPlcal at p - - Perimeter U Clkt ----- 'I" SLAB BY 5iTE CONTRACTOR X \ coordinate li. EXIT RAMP - SEE DETAIL SP'i/SE' =N� \ 7. GAS METER - SEE PLUMBING V C 4 with civil LL -- --"' SAWGUT Al', JOINT CAULKING I araw'ng■ 8. TRUCK SLAB EXTENSION BY OTHERS < -GONG SLAB WITH 6xb W2.gx2.411 ............ R � R�,yZ' qq q�' � 9. ADJACENT BUILDING BY 0111ER5 BY BUILDING GONTRAGTONr 110. PLANT$TRIPES BY OTHERS UTLIRE IG F C) 1 _ W vii � _ - wL . � 12. HANDICAPPED STALLS - SEE DETAIL SP1 AND SP2/SP L1 iT - l , 13. RAMP - SEE SHEET A2 AND DETAIL SP10/SP MAX O O IOSK TOSS -` - « - -- -- -- --/--/ / '~ i IOC 00- M^Xj •im. - i 100 00' --�_- _ --- -1---- \ 14. SIDEWALK - SEE SHEET A2 I110 ------ _ � �-�' -- 15. LANDSCAPE ISLAND (N.LC.) w `-� (� S.A. 5AYLOR ST. i- .. .. . ........_._._........_....-........_..._. 100.00' 100 00' �--""'"-'� �---T--r- 16. CURB - SEE CIVIL IR __ 17. PROPOSED LOT UNE ..... ...__..._._.........................._........... td. PAINT STRIPPING - BY OTHERS Cr \\ O • Z -•M4 DOWEL x 16" AT 24" O.G. DOOR OFCFLO - SEC N FOR -� �- TCGTURAL FLOOR PLAN FOR - -- BASE' GOU'R5E - SEC SOILS REPORT DOOR OPENIN6 517.E AND / �b-0" O NUMBER OP COCRS ---J %' CONQ PM CONICCONIP� - I '- .J CoNt CONIC, PAD DOWELED SLAB SPS RAMP at REAR Or SIDE EXIT S P 11 • - - SGALe: NONE 1 I, SGALC: NONE \ \\\ -- it \\ e,PQ 6 I PETsM.ART\ I: l --4" GONG. RAMP OVER 4" _,• 65N -- \. � \\ ABG. BASE �TAGTAL WARNINb I \\ZS,4I6 �.F. I, W O CTE CURB BEYOND • J / / Q\O GONGR I' `- - MAY OCCUR - »............ ;I FINISH FLOOR=1 _ - \�AGTUAL=204.00\� j �� - -- -_ W PAVING - SCC CIVIL CW6S. 1/2" EXPAN51ON JOINT (GOND E`er/ - .A600 9 9 'GONGRw-E PAVING MAY MAY VARY - 5CC PLAN) m 65N _ I \\\.\ 10 \156'-O" \ I; of OGGUR5) _ C Q PROVIDE TAGTAL WARNINb _4" CONCRETE 51DEWAL 4 cl t 11`EXTEND RAIL 74" AT LANDING I 13 15 I G E N E R A L N O T E S V) A5 REQUIRED BY CODES ......................... �' I \ 14 ry 1. GENERAL CONTRACTOR SHALL COMPLY WITH ALL REOUINE- O OVER 4" A B.G. BASe - ...... - --- --- - - 2 MENTS OF CURRENT SOILS REPORT. (COMPLETED WITHIN THE w LIMIT OR CONSTRUCTION � /���\ �'-T i � -� I•' V N04 SMOOTH DOWELS AT FAST 12 MONTHS). cr 36" UG. W/ MIN. 8" EMBED. 5'-8" I '( I )L1� ( � 2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON Cr 1 `/ Ib \ DRAWINGS FOR CONFUCIS PRIOR TO CONSTRUCTION. THE U I 1 8" G I.P. CONCRETE-_-m- �- �--�� 11 `� CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DIS- T '� 7 �. --- CREPANOES. � .. WALL c� � / � � � b I •Lr 3. REFER TO CIVIL DRAWINGS FOR PAVING THICKNESS. CURD n�_c•`.' / / I - r '� ? «f I TYPES AND LONGITUDINAL AND HORIZONTAL CONTROL- RAIL ONTROL- ti 5P4 E I - cep 5p I 4. REFER TO LANDSCAPE DRAWINGS FOR LANDSCAPE RE- I-IiZ"m RAIL (NO PICKETS) �\ OUIREMENTS - (N.I.C.). J \ \ I I 5 CIVIL DRADWINGS ING LOCATION DIMENSIONS AND SETBACKS - SEE ~ N I C 6. NO STRUCTURE OF ANY KIND TO BE CONSTRUCTED ON, OR o (U NO 4 BAR HORIZONTAL TOP AND I l / I I - - PLACED WITHIN PUBUC UTIUTY EASEMENTS EXCEPT WOOD, L 1 1 1 1 1 1 BOTTOM I-I/�"m RAIL - Eee -• / - I -- -- WIRE OR REMOVABLE SECTION TYPE FENCING AND/OR PAV- ❑IA c� n ELEVATION SP8 / C C - I _ I ING NOR ANY PLANTING TRAC OR SHALL E RTOUIRED�TO REPLACE ANY OBSTRUC- < CON- RAMP - 5CC PLAN b" 4" I` TIONS OR PLANTING THAT MUST BE REMOVED CURING THE COURSE OF MAINTENANCE CONSTRUCTION OR RECON- C/_ I STRUCTION OF THE PUBUC UTILITIES. / C / I T - I - - 7. ALL SIOE'HALKS ARE TO BE LIGHT BROOM FINISHED UNLESS �1 ( (I) N0,4 DOWEL AT 36" O.G IN CAST t C C I� -r- _ S•w. CoLINTON ST. NOTED O1Hf_kivi5E - IF THIS PROJECT IS IN-UNE OR A C EV In / 2 IN PLACE CURB (BY OTHERS) J PART OF A RETAIL CENTER HATH AN ESTABLISHED �'DE- a VERIPY CONDITION WITH STRUCTURAL -----� n x / I Ib - I - -- - WAL( STYLE, ALL SIOEWALXS ARE TO MAT01. ■ , DRAWINb_ WHERE RAMP ABUTTS A - _ WALL OR 3UILDIN6 '3�„_� E *3� �� I --- I 8. COORDINATr WATER (DOMESTIC AND FIREUNE) AND GAS ME- h Y1-•- In, I TER LOCATIONS WITH G'/IL DRAWINGS. NOTE t.o ran to. rail / n --n n I - -- +42" +47" - - 9. COORDINATE TRANSFORMER PAD LUCATIONS W/ELECTRICAL COORDINATE ALL CURB CONDITIONS t.o. ram J t.o rail / / I - AND CIVIL DRAWINGS. WITH CIVIL DCGUMCNTS. c oil 10. MINIMUM IV HIGH ADDRESS NUMBERS SHALL BE PROVIDED Ityo LEVEL LANDING % I _ - I - --\- - AND INSTALLED BY THE GENERAL CONTRACTOR AT THE C / I i _ �---� FRONT ENTRANCE AND SERVICE ENTRANCE OF THE STORE TYPICAL RAMP SECTION a ti +9800 - I-I/2" RAIL VV I PICKETS SEE I �� PER TENANT REQUIREMENTS. FINAL DETERMINATION ON �� ' SSIZE. COLOR LO f�N A EXACT LOCATION MAY BE VARIED BY SP 10 _ A ■ ELEVATIONS SCALE: NONE T N 5" GONG. SLAB L._- - I �J 11. ANY DAMAGE BY GENERAL CONTRACTOR OR SUB CONTRAC- - TOR TO EXISTING ASPHALTIC PAVEMENT AND/OR EXISTING •' `■ •••••••••••---•••-••••••-••••-•-•••"......•........•••••.. e.�. `\ 15 LANDSCAPING SMALL. BE REPAIRED AT NO COST TO THE PA C� [ C= I� OWNER. 5re gp4 � C c I C �- -�- 12. LIMIT OF CONST. IS TO BE 5'-0' OUTSIDE OF BUILDING AT C C 1 C4REAR, TO INCLUDE RUCK SLAB, (12 x 26) RAMPS AND SP I I EXTERIOR AT FRONT. OF BUILDING ON SIDES AND BACK G I 0 SMOOTH SLOPED MORTAR GAP - 13. GENERAL CONTRACTOR TO PROVIDE ALL GOVERNMENTAL :::.:::::::::::::::::::::::::::::::::::- ��. - - -\ I REQUIRED SIGNAGE NECCESSARI FOR CERTIFICATE OF OC- v 4" DIAM, STANDARD PIPE FILLED O "' CUPANCY (F1RE LANE SIGNAGE, -DO NOT BLOCK DOOR- WITH GONGRI!Te AND PAINTED "a 14. GENERAL CONTRACTOR SHALL VERIFY A N O TRAPP G YELLOW(2 GOATS MINI -T - CIES NOR OMISSION THE ROA TO ARCHITECT OF AN1pN.ISCREPAN- .� SILICONE CAULK AT BASE HAND RAIL ` ALL 0 SITE CON- r `,� ` ASPHALT PAVEMENT CONCRETE V 1 SP c J. `J U 15. GENERAL CONTRACTOR TO SCHEDULE BLUE STAKE INSPEC- � inn - FORE BEGINNING ANYTION AND NOTIFY WORK. OF ANY DISCEPANGES BE- C-0 WHCQ.P OCCURS SEE 517E PLAN) � F•- \ --� 1-1/2"M RAIL W/ \` d ELEVATION0PICET - SEE n 6 S ` EnCE r Ensr PA•EWEN* ST CP,Qo 6" G.I.P. CONCRETE-► Y .LL 5'-O" PpS�D �---,i5" DIAMETER CONCRETE BASE oo. I E n a � I m � -- --EXTEND RAIL I2AT L4NDIN6 i n ......................................... . ............ ■ ■ o Q +46.00 TAGTAL WARNINb N0.6 BAR 12" LONG CAGN WAY WELD TO PIPE L......... ......................_ r IIn. gra. """"""" +100.00 - -LEVEL LANCING ,- RELD +loo 00 CY 3123 > • S OTTSDAL .IrARiZUw,; Spy FOOTING at STEEL PIPE BOLLARD SP5 RAMP at REAR - - SIMILAR at INTERIOR CONDITION SCALE: NONE ARCyITECTURAL SITE PLAN SCALE: NONE /I SCALE. NONE OF f0�V� __... NOTE: PROVIDE TRAFFIC SEALANT TO -O" ■ ■ SEE DETAIL SP4 FOR RAIL O -----a4 CONTINUOUS Q PROVIDE 1"0 PICKETS AT 5" O.G. FLUSH WITH SURFACE MATCH 1/4" max -SAW GUT ED`E veal A ro o �n WHERE LEVEL OP RAMP EXC.F"EDS y e d COLOR TO CONCRETE --5" GONG SLAB WITH bxb WI.4x 24" A.P.b. - SEE ELEVATION CONCRETE W/ AB OVER A5c:. b RADIUS ��-- 1 1/2" RADIUS AT ALL 4 CORNERS v i S W1.4 W.W M. \ f « ° AND STRUCTURAL 0W65. •JS o n ' -I I/2" DIA. STEEL PIPE TOP - - PAINT TO MATCH SHOPPING H « RAIL - PAINTED _...,. d CENTER STANDARD �` __._ ANDIGAP"CD ' POLE. DIMENSIONS - a "o n i .................................... 0`- Ar, -COLOR, H6 r. OP POLE. DIMeN5iON5 ` ra- ■ OP 516N TO BE INSTALLED PER SOV- i i 1 1/$" PIA. STEEL PIPE VERT. ERNMENTAL REOUIREMENTS AT 5'-O" J.G. MAX ° o` SEE NOTE0n 5 -_ e c o • ; GCNPIRM ALL DIMENSIONS 1 I I 7" x 2" x 3/16" STEEL -UBC - AAINT « o 0 -EXTEND =5 VERT. 2'-0" AT SLAB 1 I/2" DIA. STEEL PIPE BOT. I I/�"yam O AND COLORS WITH LOCAL N I �� TO MATCH 5 ECL F'LATE ABOVE r } � a T�p d E RAIL ter. 1 -.........•..... -- / 30VERNMENTAL AGENCY CONTROL. JOINT ! 1 I W a s PAVING at unroinlorted lab -............................ I I I �. 7 FINISH GRADE (CONDITION VARIES L ° n o \\- -- A.F.G. r� 1 � SEE PLAN) a o -ea VERT. REIN. AT I�" O.G. CAGN - SEE CIVIL WAY I �a�• I I/Q" DIA. STEEL PIPs RAIL PROVIDL'. BACK-UP ROD AND .0� � I 'I �--- �, < b" W/ ATTACHMENT AT 5'-0" PROV\ 4 SEALANT TO MATCH (TYPO �� I �], E f y CC. MAX PAINTED -GONC,RETE 5LAI3 OVER ABG I I n - -_ 0 ID TRAFFIC .,EALAN'r TO _ PLUSH WITH SURFACE MATCH- O 8' DIAMETER GONG!tCTe o COLOR TO CONCRETE. mox '{'�" TT c - VERIFY W/ ARCHITECTURAL - ° WALL-- - ��� FOOTIN2 8' AND STRUCTURAL DW65. P« ° -I 1/2" DIA. INSIDE DIA. SLEEVE 1 O o.°u m -K4 WITH ALTERNATING TAIL W/ I - No.4 x 1;2" EA. SIDE ° E ° 3 �- n \ - -.._ . NOTE: m --- �►4 CONT. - � SIbNS SHOULD BE PROPERLY CENTERED AT FRONT OP . I ° �- 9" 1 b" PARKINS SPACE. 6 ■ C \� � 1 ° � LGN FAGe SFOULD Be LOCATED i�0 FURTHER THAN - .•�.���� �^" - t 8 7A. S' FROM THE FRONT OF EACH PARKiN6 SPACE WITH Joh No: el A MINIMUM 3'-0' CLEAR. 93451 • in 1/2" PREMCLDED EXPANSION e.■■�■ =-L� � RAIL at EDGE RAIL at WALL � ---- v1ATER!AL W/ BACKER ROD CENTER UP -- 3.MOUNT SIGN ON COLUMN OR WAL,I_ AT 51M CONDITION / n P,ARKINS SPACE NOTE: -0 ✓'E: -- TO BE PRO`IIDED @Y OTHERS',. TC BE PROVIDED L'Y OTHERS. 4 WHERE 51C-N 5 PLACED .N PAVED AREA AT PARKING - c},-nt •J" NOT' IN SCOPE 7F WORK. NOT IN SCOPE OF WCRK. STALLS "RC`/IME PRECAST BU.Ype,Ze EXPANSION JOINT M Da!e: - - at unrelnlor:ed �lov 17 JUN "3 Scale: SEE PLAN s Drawn; ACP RETAINING WALL at SLAB HAND RAIL at RAMP TYPICAL CONCRETE SLAB JOINTS � FAINTED HANDICAPPEE) SIGN HANDICAPPED PARKING; SIGN S P g - --_ _- ------ - - - P 4 - ----.-_ 5 P 3 - scALe: NONE __.._.___.-__--�-_.- ^/ `;UJ DART 11101 1T H S'I R EF r SCALE: NONE ---___---- P� - -- --- -- - ----_---- - S P 1 - - - - _ _ _ T'hecked: KDR SCALE: NONE SCALE: NONE SCALE: NONE OF 48 TIM AUG 05 10:25:27 1993, THOMAS H., 451-SP.DWG fff r. IF THIS DOCUMENT IS LESS Thr Ilr 111 III 111 III III VIII III III III I L1117 it f.� i11 11t(Ilt III III III 111 T1 II III 1�, I 1 III ISI 111 III III III III 1 1 III1111 111 1 I III III Illll l ill Ill Ill t ,Ir i - II� I� II� LL I I I 1 2 13 14 I I I I T s I I JT I I S I I 10 I 11 12 APRIL 20 1994 LEGIBLE THAN THIS NOTATION, � \- -�_®_I ^-�-----1----\- _�\----- -\ L--_\ 1 ' IT IS DUE TO 'CITE QUALITY OI•' Note Cj-;:et ILI THE ORIGINAL DOCUMENT. 7- -- -� E s�Z B L L L 91Z �L `6�2 Z OTZ 8�[jsI � LT 9 T 4 i t•L \ EL Z i T T T R 9 I L � 9llll��l����l��i���l 11 Il�lll��lI Iilllllllll�l�llu uullul►llilllil��ill�I►I►II►ulllllll '111, IIu!Ilu II�IW1lIl��l�i1l11II►1u�i ����IN�� „ A CIA .n m N a U � LLJ a G N TF r- 0 >, U 4111t W Qa W 57. Lj f � � a / I --- 195.67 /9J42 a o N / O cr \ \ \\ cn N -� r1 CONC. PAD - t95.e �\��_� ��� ■ ■ 195.97 195.67 CONC. PAD 199.6 100.0 CONC. 207.5 --__� rr C, PAD� N 040 I I I' �U� �O 0 J./�✓ ��° CONC. iv16 I ° 00a poo PAL) o I I I 1 � � ., �. li 1111 45 5.7- . eD �. F 7 = :2 00 C .C1�.° °°'� zD,D R��� I � G Z V1 RE 7A 11 . 7-�v = :2 0 a .C W D ry o 0 2Fp.4 & 5.F . O U m n FF = 204 .0 w lilt I III I I C � ' -----• n. 4 r 1 1 195.42Od IOtM I f� �? ! �� ti bry 4 4e• Oyc d fl .�J .� ,, ♦qe \ 199.1fi 08. 207.J2 207.7 3.54o 512 208.2 J 206.7 ` o / \ •d � � y� ✓: � err �,. o7.zz 207 7Alzol IN, 193.48 C C / }� 199.0 'po 191.1: d (` ! ♦C r / 199.2 ,fl20J.79 04.64 ,yo ti�,a do 9� tiq ^- 14� C t toC C z ^b ry 203.&� 04.76 6 210.te C, c q1 ,ti ti° tionGL I N70N 57. _ c le, �110 1• 1 ^O ^4`] �4�•Rh 189.31 0'�99�/�9� /, fo .D / ' ° h h - 'ry �' S.7 F. ALL SPOT 3RADES SHOWN ARE m, p of r �9 u!5 O h 1 t 57 \ dv r _ 5 Q - ASHPALT ELEVATIONS. ADJACENT `� y o or' � ,�• ti�1y �> �. B&, r /J� •� � � `� $,M1 �• 207. 4 toe• 1 ;ti �� 'L` ry�h' TOP OF CURB ELEVATIONS ARE 171 `,e )�y� • y 1�S' y�6' 0.5' HIGHER 169.34 11 qp \� 187.7 h /,c 193.7 94.Jz Olt2 C0T EDGE OF EXIST. PAVEMENT aa, c° a VJ $n °o 1 08 $ c �� ce- Vey o .; CL z " moo `./ S U o C o u o E n ] " I Job No: 93451 -- --_ Sheet NO: Dates: 10 IUL 93 Scale: SEE PLAN Dr°wn� ACP FOR Checked: KDR S DARTMOUTH Gi i F:Gi ET REFERENCE I I , W 7 l�� l � OF 4 r-I . THU JUN 17 06:57:05 1993, STEVEN J. KEYSER, 451-C1.DWG ` F TH14 DOCUMENT IS LESS T�1 III(eIII III III 1111111 �l111T III III ITITT TI ili llT 11f 1 1111 Ill 1[11T 11 111 111 ILI III III III III III III III IIIIIIIII 11111111 III III 1111111 III 11111 I ' ' 3l:DGE THAN "HIS NOTATION, I I � I 1 I I I I 131 j � � � 16 � � 1 7 I I $� � 191 I 1U - -----.1.11 � � 1L APRIL. 2�3 1994 IT I5 DUE TO THE QUALITY OF ----- - N.an TRE ORIGINAL DOCUMENT. -- - - - -- - - EI Z 8Z- LZ 9Z 9 F,,I 8I I iF(mlill'i iI iQu >911424111111111111114 III11 IIIIIIIUIiII►IIIII 111111. 11!IIIIIII'llll�llll llll�llll lllllllll lill�llll�lllllltltl11111111!ll,lllllllt211LLlillI ■ �n N N Q UW W H 0 -L O f 1 U d• 4ir'dm ce �1 N Qr n � W vii MCI W . _ � aN STORM TEE Q / STA-. 10+37.07 CLEANOUT Ir IE 193.83 STA. 10+40.07 6 Z 10+4 w CONNECT 1-1/?' IRRIGATION SERVICE TO CUB -------------_ -____- * __�, FOODS BUILDING LINE AND CAP FOR POLLUTION CON TRJ�L MANHOLE K-' RIM 198.35 - --� LANDSCAPE CONNECTIONS. STA. 6+96 38 W. INSTALL FIRE HYDRANT RIM 195.05 IE IN 188.6 IE OUT 188.40 IE=189.38 CLE OUT 7+60.84 ' - _ cr BAYR o S.W. LO5T. Y INSTALL 3-2" do 2-1' BUILDING SERVICES. PLACE \ INSTAL "" MJ INSI ---- _ - O HAND PLACE 4 XFX 0 PROPERTY UNE. SEE tC"�1ued v P FOR IRRIGATION LAYOUT. / / 1 ` 4 86 A' 2" B \., up�ng PWc "RIP-RA - 12" C c' BUILD 5LR1�6 IE 225.0 INSTALL 8 MJ � C9 IE IN 191.4 (5 E) 90' B6t�\ RIM 195. FUTU r 8' FIRE SER9QE 191.20 `c J H PLA ELEV 175.0± 5' g'Ot* EXISTING 12' WATER PIPE. �- D OB IP--RAP w/6"� 12'COWEKM WITH 12" x 8" MJ REDUCER IE IN 19 .5 0 �-�� INSTALL FI E ■ ■ k 8' OIP. IE OUT 93.0 FIRE HYDRANT S 6►d6ttGB-PWG 39 LF 2' SOP - 7 P. I 208.E _ REMOVE OLD 12" O N P AC X 5' X 1 DEEP COBBLE SL=0.09 2 12" SDP T ,1Sp �,� INSTALI 8' MJ WATER UNE AP T E OUTL OF THE 30' CAP / CONIC. AD �•/ - O 15 LF CATCH BASIN 6 R x 6' MJ TEE n 'r COIL, f'1C0 STA. 0+10.51 SERVICE UD TEE 2' BUILDING SE VICE 110 . / 84 LF' CB FUTURE RIM 197.9 ADE B AK STORM R C A BREAK o i B' DIP FIRE®E T H IMS TO BE SET BY OR AT 12" SOP 2 tR1�$(� IE IN 193.54 INSTA MJ !E 202. 4 _ 2" 202.0 n vl DI OF I Tr�O, 12' SDP SEfRNU 5 Q, IE OUT 194.0 I 1De q, eNgldu �l�t•IILQ W F�TW %UBLE CHECK DETECTOR 86 LF -O.00 E\ BUILDING SERVICES T ASSEMBLY WITH 5106-LA UTILITY VAULT AND 1 IE OUT 19 N CO j _ 1.5' - ,., BILCO JD-3AL DOOR 54 LF 347 LF `.'v... :;i. SL-0.020 4.75' `,�' -' Cj U O STORM TEE c CONC. C8 12 .�4 PRE SERVICE INSTALL 8' / STA 1+07.11-'\ 0� IE 2' BLDG SERVICE \AD IM U4�R@ SERVICE MJ 45' BEND �� RIGHT OF WAY _ 11��--1� IE 194.51 x9• �4 !E O 20 ; r INSTALL 2-B' MJ �� 4�+� SOo coNCE OU7 200.0 I90'NS BENDS 1 1 ✓ Q E7A I f8' DIP FIRE UNE - I ` i..IE 197.0 a END Of PIE - LL'G C� 1 o- STORM CLF:ANOU O END OF 196.00 I VICE '-eD 23 Q ��1.4 ��� ✓ •F 1 CB o Q STA. 1+13.33 RIM 192.0 N RIM 199.15 IE-195.14 - 3 ci FIR± YD AN TO BE RELOCATED RI OUT .0 UD 31 I I I I I _ w/ 7 .nd AVENUE IMPROVMENTS 6.5 LF SDIMH 4+ T 1 .0 5, 5, Y i. 8d � , CONNECT! JN AREA DETAIL 8" SDP IEIE O 18 k vq 0193.24 - of SL-0.382 IE OUT 185.88 8 o END of PIP - PLUG -" 8' I �� SEE CONNECTION o NTS REMOVE EXISTIIG 12' WATER UNE. TVWD TO 5 O ��" �� n8 AREA DETAIL o REMOVE PRESSURE REDUCING VALVES AND VAULT. 5G. I- J -- REUSE FIRE HYDRANT ASSEMBLE IF EFFICIENT. O� O .� �- Ny / J ("11 -r 3G,_ INSTALL 2 - 8' MJ ,'Z' I I I I I I I _ Il II Q 22.5' BENDS lu 7 GRAY WATER BLDG SERVICE (CAPPED) IL LL SER CE APPLD) t6' / - BLDG, SERVICE CAPPED IE 191.50 - T IE 192.00 A' RAINS (TYP.) BLDG. SERVICE. CAPPED < C - UD STU1 SEE BUILDING 3O LD . SZR 0.005 196.00 0 t LAN I -1BD;pp I -- R BLDG. SERVICE (CAPPED) -� 10' s, nF -- 91' 8 91.48 F a IE 199.02 z BL G. SE VICE CA PEC . IE UO OUTLET I - ALL SERVICES a ENO OF PIPE - PWC 5' 1 • E LID SMBYPWG r < 62' 2S' w I I 1 I I I I -�" - Or_ ` L6' MJ - N 8"IID 9 % N E If - 69 6'UD �0 LF �'D0 SL-0.02 `o et Lf tD tv T L J x �1J Z1D Ict �i� ~ � - 6" IN e SL-0.0382 SIM UG TEE d(>SL Si-0.0275 6'UD INSTALL 8'r� - U0 a'�E�1� .y e SL-0.04 I --TE-Two W _ o 2 LF B 19 .4) "Sc 6'SS r 040 INSTALL F%t FPkRANT ASS • , .IRE IN 93.5 iv T ASSE L ANOUT I T 154. 2 SANITARY p ANO UT 1 I 88.8 00 GALL r 1+6 M 9.1 0 1 T 88.6 -GREAS TR --195.42 v1 205.2 - A ARY E \ +87.04 TA. 0+06.5 - - / /N S 54 'A' A. 1+16.72 1 0 \ IE OUT 14 OUT NITARY TEE TA 0 IF,/T�1,10 IN 861 A. 1+99. 1 / ski 198.70 TEE I 1 n^�N, W / GAL 83 .- Y4 37 LE Old OUT 94.47 a 9�� AP K. S E ST . 0. 18.04 9�y 1 3 P OX. 1 (N ) f 201.5 39.4 LF 12'SU 3 SHALL 3 R 6 A.�(' 0. r `� 8" SDP NIT I SL=0.1243 C - 1C 12' D SL Ol 0+15.04 CB _ C C C C 189.40-- !- RIM 2 C C C C tE IN 198.8 3 Q / C C C c C c IE OU 0� OUTLET T9 88.0 G L G Gam' c R S.W. CLINTON 57, oto 30 LF 21' CAP _ o�, 8' S O SL-0.004 / \ o ci 0. _ - 8to INLET _ �B o - of f- IE 17'.5 ,188.2n ��• \ SEE INLET DTL IE> 1T 184.7 SHEET 11/12 29 § S S 343 / IE-19201 , ►r Irr LEANO - 19.5 l IM 205.3 :•,� SDMH 0+53.39_'A' C_- I \ RIM 188.92 IE IN 174.6 (NW de 5E) C8 IE-197.62 IE OUT 171.70 RIM 204.40 CB _ IE OUT 200.9 RIM 205.75 8 DP 10 LF J OUTLET 0+00 'A' B C c C _C C 9' DP IE OUT 202.4 10 F IE 170.5 C Cr:ZSL - \ _ C - - 89 - _ / 53.5 LF RIM 187.2 C C C C C C CLE NOT e � 24' SDP IE OUT-- 6+5 .B B' STA 6+95.54 'B' UND€RORAIN STUB SL=0.01.5 74 LF- L-0.12 _ RIM 0138 STORM RAIN STUB IE 204.0 ^ PLUC END IE 198.0 - PLUG ENDLINOIFDRAIN- SNB - PLUG FIM - r _ IF IN 166. IE 0/NNECT CB STA. 04.63, 26' LT D LIVE 'B' SA/WrARY TO fx�J RIA 192.93 App S� ST• 75.31 LF I8 190.00 SL-0.0225 STUB OUT 12' SDP O 27. TO ROW i EDGE OF EXIST, PAVEMENT w ■ ' . �` _ CB STA. 0+64. 26' RT. DRIVE 'B' �``�``�R 7►` - \� RIM 193.02 0 51 IE OUT 190.00 «o- lZ•5p 50 LF 5L=0.01 ILo Sib J r u t Fs --/ J C_ ° C 10 15 E° a 1 r- v� °E"5 ti..ao p P I ■ Job No: 93451 Sheet No. Dace: S0 JUL 93 Scale: _SEE pl/1N -Drown-: ---- C2 ACP 'SUO SW DAR"I MOUTH STPF.:ET ONLY Checke 4 OF 48 REFERENCE d: KUR ■ THU JUN 17 07:00:57 1993, STEVEN J. KEYSER, 451-C2.OWG '+I��tw' .. _ .,•Y:`:.n' 3N{f.N1rr...::"'fbq,.r ' " , � � { { � �I III I IF TRIS DOCUMENT IS LESS 1.11IIIIiIz � APRIL �3 1994 .LEGIBLE THAN THIS NO'PATION, . I III' 6 --� Illlllllllllll�lill IIII,IIII IIIII I Ihl�llll IIII�IIl IIIIIIIIIIIIti!III 1111111E IIIIIIIIIiillllil 81 N0.36 lll1i1111111 IIS DUE TO THE QUALITY 06' 111111I1111111111111ll11:11_11111I1ilL._1_ll11lll_ lilIIIIIfIIII_ elIVI►IIIIIIIIIIII IIIlll11 411lIIIINIIWl_ ILL JRIGINAL DOCUMENT. oII� t1111F, ` I K E 3'0 _Y E D N O TES 4.� 5.0 —, 1 Q 2•� i 5ASp N� CENARCH.CONTROL jIDiNTS PER EP MIN. TER 0 BEAM BEARINGS TYPICAL �- N 4 Iu � OC_p 2- 5" CONCRETE SLAB WITH 6.6 'WI-4•WI 4 W.W.M OVER 2" b - ------— --- --- --- ------ -- --- - — �_y 2F SAND ON 6 I ABC PER SOILREPORT RETORtER OVER DRAINAGE SYSTEM AND W o SUHGRADE PREPARATION BY OTHERS v - --- -- ---- ---- - 1 O r-_-_`--_------- 3 2'-0'S0. CLOSURE POUR AT COLUMNS PER DETAIL IO/SD ( ' t CONCRETE RAMP y- 8'.3*-4- 9'.3'-4- SOLID GROUTED MASONRY PIER AS PER DE'rAIL m eV• i 1 No. 12C/GSN FULL HEIGHT O I ,O_Q. j 0_O• S 0-O_,T__ I b'-6' - i, 10'«9'-0• SOLID GROUTED MASONRY UNDER BEAMS TYP. w cog b I PER 12A/CSN 1 55N W 1 5 y1 II co ' 7. 12'.2'-9" PIER PER �ETUL 12B/GSN w /� - --____-L �r -__ - - -- - -�� - - ---- -- --- - - I 9. B' ■ 9" WALL EXTENSION AT BEAM BEARING i1 1 1 I r-------- 1------- -` L- ---i - - ------------ --_- -- 1 TYa 4 — - — ---- ---, __ - --- -- - --- i ► -- - --- -r- ----- f: - 9. JAMBS AS PER DETAIL NO 19 / GSN - O 1 I 1 B ■ i I 10 SOLID GROUT AT BEAM BEARING END OF WALL 50 I 1 11 7• CONCRETE SLAB VATH #4•3ARS AT 19" O.C. EACH OE Ay P I I I I O I 1 I I c I N CENTER OF SLAB OVER t ABC FILL ON SUB 1 1 1 L_-- j :..o L---- J i 1 6511 6-h i I PER SOILS REPORT - SEF. ARCH. DRAWINGS FOR SL(,PE a AT RAMP I 1 I 1 G. I I ~ I I 12 9" DIAMETER STD STEEL ?'PE COLUMN - Tw1CAl � 1 1 b 1 1 I i IY O I �✓I 1 I � I SGI 1 i I I I 13 DOCK LEVELER SLAB AT LOADING DOCK 1 I I I h 0 , I Z 1 7 65h 14. CONTINUE. ARE MESH THRU JOINT MARKED FROM FRONT 0 1 I I I TO REAR 0 N 1 1 I 15. STEPPED FOOTING AS REO'D PER DETAIL 3/GSN "1 _ 111 ■ I16. 4' CONCRETE SLAB WITH 6■5 W1.4. N1.4 W.W.M. OVER 2' I I i - - - - _ - I OF CLEAN COARSE SAND ON 6 MIL POLYURETHANE VAPOR ■ - -- - ---- } I I BARRIER OVER 2" OF ABC PER SOIL REPORT - DRAINAGE SYSTEM AND SUBGRADE PREPARATION BY OTHERS J 8 8 17 1' EXPANSION JOINT PER DETAIL ISA/CSN b O" s-`" I 1 i i O Po =G119. 1 EXPANSION JOINT PER DET 158/GSN T a I 1 I I t Q , O t I .. .. I I I I I I - J D I oGi --_ GI r ; 1 19 FOOTING AT BEAM BEARINGS 1N SIDE WALLS - TYP. PER J h 1 - -- --------- --- --- --------- ------------ ---__ DETAIL 4/SDI OR 12A/501 I 1 I ,� I- -- ----------- -- ------- ---- --��---' --------- ------ --------------- -- _-------- ----- -- ,- ( ___ _ 4 ------------J 1 \ _ _ _ --------- __ _ F-2 O ,o co. - i z 1 O 1 ✓� I > I I W j i OL 1 I 1 I 1 I I , I I I I I � I 1 I I GENERAL ES :-•, 1 1 1 1 1 1 1 1 GENERAL CONTRACTOR 10 PROVIDE FOR BOND BEAMS FOR 1 r'STALLATiON OF CANOPY WHERE SOLID GROUTED WALLS DO NOT OCCUR. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS I .I 1 3'-O -3-0 F-1 F-1 I -, 3 CORNERS Ir-4/GSN AND 13/CSN FOR REINFORCING AT W 1 <F-1 I I I I I I I I 1 __ 0; 1 0 41 of 411 1 Q I I ;O; V I 0 I I I _ _ _ I L'--- ---J ;0� .Z NI nl•\y '^ `il�� • L--- ---J O VV r �I 1 `-- - J FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING F-1 I '-O , O' r-s 51 v0 6 9AR5 :AGS rva 1 5N/ I it j r;o'co F-1 5-b' 1 F-3 I I -- I I , I I I I i + I ' I I I �O 1 ar 1 I C Cr I 1 3 1 I v 50' F-1 F-1 U F-1 c { 12a i -�1. -_ � o r--- -- -I � .ol vl � •�D 5G1 i p -• I inl J I I or ;O; 6 5G1 { I I I I C i 7vl G L eL-•— b :ypWcal a I I 1 � I 1 la I 00 1 .35N I ' I 1 I Iran:;rear I 1 1 1 1 I I I 1 I I � I I I I I 8O I 1 1 I 55N 1 1 I � I i I rpn�/Ie1L I I 1 • I I 3 G. 1 ^•J :1 0' F-1 F-1 F=� o� I ��`J1-•. 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IF THIS DOCUMENT IS LESS Ii�rllll 'Illlrll IIIIIII Illl�l I Illllll millrTrT- f��irTYf11 : IT1 + F1'i1� IIII�Ir�, illtllll `I�t� IIIIiIIIi,III� 'I`fll�llf(�V IfII,IIIiIIll iIWiIII� I11Z AFFIL t3 1994 LEGIBLE THAN 'rm S NO'PATTON, �[7T- - _'-I_4 `i � -� I I I IT IS DUE 'PO TtIE, QL1A1,1TY OF No 36 t THE ORIGINAL DOCUMENT. - T---- i S L 9L LZ AZ Z`t�Z fi . 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Y O .r AT A v, - ... 0 Q� INC . .•� � •1 VJ 4!O L ^ 0 Q 1 hod x -O AT OG gli w • �' ; °'y.4 •'e¢ ARG- �I� D• D■■RrSuD STEM GOVT `..� JOINT� 're _► • �/ •1 ���/� aI • DCne' a -C vi-` ! ie VASO\R" /_Q`5 No 6 9:.Q GO\'\"0.5-_ E U.G. t -,Rh:OIhN AND ReS',.•1R G1ER 1 - s� `ER :5 t O-AN ev5!V - G e 5-0 - _` - C r I • STEM Na• x Q�AR A- - O G / Y O In AT A' /, •1 �_--_ - i SAC,- 'NA1' _ 5ENV f5 AT or, S5\✓ �-b" -- o 1 I hO4 BARS AT •' O- 5 ,•p cO r,: A- • + '/ERT N-0 5_Ae AT ••'-O' CC GeNT=R IN INTO LA15 / ( CN p°' /VALE h�ab DABS A- 24' OG in • • en • ...•.E • See O PLAN PCR POOTA& n17-� GROUT SC'-'D ee'_OW `'_;JCR ■ ■ �- OUNC A T'Ov +I (3) No 5 BARS -CRI'Z^,yTa_ - 13' I O_- f11 'OVraOt'On -� • n • • OCGTIhb e5Q uS!a '•r •� •rsr Cir p,on •p MOUNDA-ON •REe4RA•-ON - fee 'C�roC:an `I d . �!!65h AND 50- Q!eCR' 1'- - 0,0M - - - _ _ PROPERTY LINE FOOTING WALL at DOCK AND TRUCKWELL � 4 PROPERTY LINE MASONRY WALL FOOTING y}�� SCALE, VON'. "V 1/• 1 r.�w GALE \ChE V SCALE yOhe ° V6 � SGiLE NO%d - O SEAL_ VO%E -- 5TEEL ■LATE 3/0' x b' x b" n17r NOTE' Z I-� 2-3/d' DiAM x D' ANGOR `OR :EO ALSO "5D OCR C'imER %0-`5 O 5-■■_ csyCE _ See RAILINIS C.ONNEGT;ON - SEE ARGri � ■ N ARC.MTL DRAIVINbS � I SPEGIP'GATIONS OGS[ SrAG�N6 ... . � AL- 'JSE ■!� SLOO'/* O' DEOr O' MASA\QY nALL - S.O_� 6SN r'-AN PGR RE'\ro¢GeMehT �IzE ! sr4G N6 oc »........._....».»_..... �-r!Nlra^' GRAD_ OR OAVE!'�eNT -s%. r .................... II ,f / ARG•'ITEGT�RA„ DRAAINOS SCUD 6RC'J-— `- . (.) NO 5 5AR5 _OI IZ, ,N !CND BEAM p y ».....•...............__....».».......... BLOCK A7 A=-AGEVT ■'_OCR !-E"/ c! NO 4 BAR AT 12. O G, !ACM 04A-e IN No 4 x 12'-O" A- D'-O' O G CONT, TI,-RU GEVTER OP MALL _01ST t E LOINT PER ✓7A/b � _^ n I I I I I I I _ r F VO d x �—AT --A' O G. • I �I'c n nl In °O ,��� I• r -OOR "ivIDT�S' GREATER -rAN �._b.. —� tLl — •Ir I.,_ 40 41 :JA'x AT 12" TRANSVERSE iv/ O ; c < I I I I I I I I I NO 4 CONT LON61T AT EA EVD No d CONT S • E • 2-6 i 2) N0 5 5AR5 -CRIZ. DONT NLCUS N0 4 x �( BAR A- �8" O G a c � • a z N r, �C<1C ;. NO b BARS A- 24 O G HEIGHT WIDTH O� • • -{� b' SOLID 6RC�- o.-Ovr O-OCR (Z) NO 5 BARS -CRIZONTAL I ." clr. 3 TO d'-4' 3 b % . atn POUNDAT!ON -4 OQ2eARA7'ON PER F see 'Cunoa:,n» 6SN AND SO'L REP'OR' A61 CONCRETE RETAINING WALL at DOCK _ 3 PROPERTY LINE MASONRY FOOTING 19 7 -- SCALE. NONE SGA�e NONE SCALE: voce SOAVE. NONE SCALE. VOhC G O DCOR OR At"COA - SEE 3" x 2' x 'd 5-e■" AN6'_1 AITa 1/2" ■, R ELAN OCR COND'T'ON v D,AM x d -AS Ar 2A 0G ALL - �.. CD6ES CO VCG't _e'/EL_Q O EEVD GMU BARS NTO S_AB A- 32. OC - MIN 7) .eQviaS,g'_e GOVTRC.. DINT ." RADIUS -CC'_eD a-G" BARS `eR COevlN6 BER 0A/55N /VITF+ CUT S-EAR DC^2_5 '2' L IGA • / 2-O'_;o col 1ao CENTER RE vOC¢G:N6 IN GOVCRE-E niCn �',00r -esn t+ A- 'CO' AND '?SCT-C'"I IN AALL GCi GQeTC SLIAB - 5C! �DAS-EC _. NC INDICATES SCJARE !XrEQIGR SLAB - n-=RE P�,hDAT'ON rLAN ^MERE OCCURS CCG''"R5 so 4 5AI A` 'b" O G eAG•l ^AY - Sol-G: AS ¢E:LIKED OER 6SN .yJ - - OIN15O 6RACE. xass --o-A':. v0 5 -u.t5 S-■e- • h --------- y \ •--• --- OCR GOVT NUATICN - I' r • '2) NOS BAR ^ICQIZ 1 ROUND STB■'_ ■'rE GCLUw'N - ceE' O'LAN • . • • • VC A BAR GON 'N �- man SIZE _CGA-'CN t nMeRC OGGJRS . • i -0L D bRCUTED MArJGhRY ■ --#-6 -J- ..•.�s. LC hPQRGE PER I/5D2 / 1 1-0 Cal 00 OO'"NV A",CN AND STEM—� 1 ees 'o�raot on sr1Q Dr-AIL Ii501. ,h----. o an -- , EXPANSION DINT at COLUMN DOCK LEVELER PIT DEPRESSED STEM at DOOR OPENING — \\ 10 TYPICAL -- 6 _ _ __—_ ---- 1 SCALE NONE 1 - -- " -- -- --. -- -- aGAL! \CNE SCALE NONE SCALE. NONE SCALE NONE j CONTINUO'S 3' x 3" x 1/a" AN5Le NOTE: - v e= VrIT:• 1/2" C'A x d -EARED 5%V „%CNGRE'CN '_ EU OO M4S- `OOT h6 l GOLJMN GENT!RLIN0 Oti AT 2d' CC - /veLD -O G-ANNEL rin�00 o 2-0; OVR" ARE AN AC.,GEeTiOL" / `°t AMB - RECUIRCD AT DnCK L- _v_¢ '..�..'.. _STEEL COLUMN - 58E 01-AN OCR S,ZE LE'/C_eR ONLv r '� A •RNAT* °o fi ■ AD'7 2' TO -6 DEe'N OOR ■ ■ v e e ANL) TYPE _................ _..................._........__........... ........ 4' 14IDTN IN EXCe5S Cla I'-G- 5• -■oQ■aa■D y-`M 7 • ^_e,4 RETAINING -m 9,+" E?tGEeDS / 0 E d' `RC`✓10E CONCRE-e STEM in e n GO\GRa-w ■'_CCR SLAB O'/ER NC d CON. - crE G:,/IL CN6 NEeR'NI5 r -■ O SE I m - O" i o A65R-5A SAS GCJU'R 9 vASChN" nAL_ - SEE 6SN OCR DR.�rIN65 R L_ a`�TCr RE'VPCQGe>evT S_ZE t SP4GiN6 / ■ E✓A-ph5 1 S.QPAGES 5 SEE ALIO NO'e II -_ -rr e'_AN E RC'\P BER C/5D1 '- C ` n " I d) 3/d" ,I4 ANCHOR EOL-5 PIITrI B' E • —'2) Nos CARS MORIZ. CONTINU'OU5 o w s I e�a■D v1NIMUM 6 •c 0 3 12) 1,05 BARS .'OQ!Z 'v BOND o E u ALCGK AT AD.:ACENT O'_CCQ CLOV p • u v 1 ef2C'J'CE (21 •" IN 12" MASONRY : I %2' C,!OANSICV _OINT J N O. r N OLOOR LINO I y _4 � W o 3;4- x 13 x 13 OCR t9' DI AMETE! z 0 • - _ D • �/ o g q 'CL..MN e^ a1 E o 1.1.. E 'a e :Z --E SEE e�_AV POR ._. _. i ■ �".. t 1. p ;OVGRe_s SLAB CR Am -AL- ,� C e _ n I ^N =QA.- - 0 S u- CAST-IN-01-ACS G iVGRETE STEM _ w - I o r o u C • :\CRO-E c� ig GMC ■OBJ\CA'GV L I E --- _Ay awest ao,acent grace - -� a Jf car arcntl. / G�vH P� - 11 _ c ° r__... ............ ■Gc:-N6 AhD Re\O `eR B.S _x"AN51ON _DINT GOVT 4UCUS ° o a I VIN _ L 3" GONG GO`IER _c■ ..0?AIL I0/69N c e_ c o p I c OCR STEEL ° - r ° / �' o Q $ L- �L- Job 13, 6ROUi PULL -C'6-- Or S •..•-O MATGM AVD LAO• rvITN No:,ar f,te . . „ 934 51 • • nAL'_ ✓EQT'GAL ¢e'NPOQGe'�CNT / - ono re^Porta ng •u.•. _ 2; NO 5 BARS -CR;ZCN-AL-- - �- .. - _ Sheet No: ^'e 17 {UN 93 Clear SEE VO'L (i) ..;GCI SW DARTMOUTH STREET ii NOTE: r_R cO1L aReaeQA-'CV SE! n' •OunOO:ar rl o:1 L ■D't A ) ''-OJ' Scale: SEE PLAN IJt FOUNDATION ONLY ee ►oune. a1 SOIL RL see t -- �.ri b OF 4 USA! 2" NON-S1SRGUNT'JNGER BASE !LATl. Bee Can Drawn: ACP SD1 .� TYPICAL INTERIOR COLUMN PAD _- — C.I.P. CONE. STEM atRETAINING WALL 1 TYPICAL MASONRY WALL FOOTING - Checked: - KDR - - 13 - �7 _ _ SCALE vohe SGALe. NONE SCALE- NONE ■ • IN THIS DOCUMENT IS GESS �r .rt�r Ilr III 1111111 III III 4I I III III III I t I (f tit t Ijl `�ji 1�`i 11�'f 1 l ijl III III I I III�III Ijllijl III III 1111111 III IIjllll 1 - " I r. I I I I I I { rT' �r4 - 1 I I I I APRIL 20 1934 LEGIBLE THAN THIS NOTATION, I _�� I �_�01 - -11 _. I 1�J IT IS DUE TO THE QUALITY OF No 34 THE ORIGINAL DOCUMENT. - -_��--�� --- --��--- ��__-._ ��c( ---II _ -- --•--- -�� I� { IIII 111111 IIIIIIIII Illllllll�illlilllllllll�illllllllll IIII IIIIIIIIIIIIII IIII IIIIIIII-1IIIIIIIIIIIIIIIIIIIIIIrill,11911 1111111911111111111111 1111 IIIIIIIII�IIIIIIilIIl1111111Wlllilll sllillll lll�11 11llll� I t llllllllll IIII IIII IIIIINII + , K E Y E D N O T E S f' - - -- 3:3 I I 1E PLUMBING PLAN, SHT Pt FOR CONTINUA TICN t=- 2. BRANCH SHUT-OFF VALVE d NOT A MATCH LINE SEE PLAN 105 FOR CONTINUATION W }, 1-1/4• GOND. ,RAIN DOWN IN NALL - TERMIFIATE OVER I� J P-OOR SINK WITH 2• AIR GAP - SEE SHEET P1 FOR CON- I c I I ..��°. �.... .. .. .•. .. T,NUA IION T� V1 FIRE PRD ECTION- DESIGN CRITERIA: I I It TD-1 4. 3/.• CONU, DRAIN DOWN IN WALL AND CONNECT TO SINK -�- TAIL PIECE • b .../ Il r 1 O Jh. n � `/ rU Cy _ I S 1-'/{• GAS DOWN IN WALL - t• GAS TO EACH WATER U , �•D_1 HEATER - SEE SHEET Pt FOR CONT. LL. o - - Q t"- / 1 5. T AND P REUE LINES - RUN OVER FROM WATER HEATER I �'P! O■ .,Re cR07±G':Oh g.•g-n�,, TO oc evo_'.�YEC G\ - O / TO SS-I r y� TPI FOR CONTIN- UATION 7. 3/4" GAS DOWN TO WH-2 - SEE SHEET D. CG::GPANG•+' CP BUILC;N6 I DATION B_Z RETA,L ; I W MI XINCS N CAe' 8. 3/4° COLD WATER DOWN IN WALL TO BACK FLOW PRE- d. ^cvT'�'CAT Gh O• �AZARC �NGL..:IN6 AN- ccc. _ � ,-�_, ' - Q------ _�- ------ - vC'rNT IN GA2 4E----�' '�+�_ VENTER PRV, AND 1/2• VALVED COLD 'WATER STUB-OUT Llj „IA rA.AR„ M -- I I AT i60• A.F.F. FOR FISH TANK FIL', UNE 0 O STORASE GON•IbURATIONS � �-- ,o h,7T Awe GAB�C - S TOTAL AtZ=A SER`/EC BY 5�5':�M 9. 1/2• COLD WATER RISER EXPOSED ALONG INTERIOR IN NALL TO RUN ABOVE CEILING - PROVIDE PRESSURE RE- Q Z 1 ^ 3' GWh 7 in AUCING STOP AND GRAN VALVE ON RN RISER, ALSO PROVIDE 2D�16 SO �T. � � pp NOT A MATCH LINE SEE PLAN 104 FOR CONTINUATION 10, FULL SIZE T AND P REUEF LIN; FROM WATER HEATER - Q b ti'O h•rU' aC516N STAhTJAR^!5; -,: oc .,ccJ POR GO\STRUC- ., T, a of Y OL6RCA d ..��• .��••�� TERMINATE OVER *MS-t' MTI•'. 2• AIR GAP (IF PERMITTED z r'-n- Mlh ��-_vCA r.•i-_7 IN '••'L-- �' n FDA WC-1 WC-2 BY LOCAL CODES) DG IlAGK'3 /r,*•• MLM A;5-B5. y -, . / p1.N'=11A00P 'Et U7 I1. IN TRAFFIC RATED. CITY AP- .� - --- Rs /( v•w PROVED BOX WITH COVER t t/2• CW BUILD,NG SO.V Y o 1. MINIMIJ!•e YrA*5Q 7CS16N CEVSiT" (6P� o�Q 50. ►'i 'O no _ TPC1. ._ -- I - - - - ----- - -------- o' ICC O'/!R '-B MOST .•YCfQ4iL GALL" Q_�OTE AR.!A J' C�cQ EDF-2e' - 12. 1 1/2• CW BELOW FROST UNE TO METER BY PLUMBING O Z CONTPACTOR - SEE CIVIL DRAWINGS AND P FOR CON11N- ATION 'SO. �T), 1 �'-- 1 ' �3 ut ; DATION AN, LOCATION OF METER, tGVIL IS SEPARATE N PER \foA RCOUl1lLMcNT$ _ l-- I I •� i SUBL41TTAI_ n INCLUCC 500 6 P N•' '•03C 5"MAM A__OAANGC EDF-1, - =2 C- Co .,E c c ee ET a. �cc I� PRJTCG?�CN CRAA,N AA-!q ,. Y I G%/A�' 34 k� G,. ISO I �C p,.-- �'-2i 65 A I}. WET/DRY VACUUM OUTLET (TYF OF 1) IN FACE OF CABIN- 1 I 14. FLOOR SINK CjtADE TO BE MINIMUM I/4' BELOW FINISHED -_ _ i i - -• I FLOOR (NO-LIP) ! U-1_I " TP-1 _ �-y� TD-1 I f -y1 FD-1 �'ij'/\ - '-^i� c ' I 15. SFE DETAIL 106 (THIS SHEET) FOR PLUMBING F"ITTINGS •f Z �..- J v �1!! a Cn -_ THIS AREA NI F1]"! WC-2_ 16 4' WASTE UNE - SEE SHE'_T P1 FOR CONTINUATION 17 MLXINS 500 SFRIES (3/4-) PRESSURE FEDUC NC VALVE �m (•:(�) SET A'' 17pai 1 ,-OG.h'0% ar T,185 - - I 18. FULL SIZE T AND P DRAIN WITH 2• AIR GAP ABOVE 3/d" G/I I' i -:l ScvSQA_ Gt1>\-RAG-GR O OVERFLOW RIM OF SS-I Did' � CXAG- -OG;'ON TO BC - -_itM' �� ■tom �� ( F Z - CE-CRMIhCC 9`� ARG► 19. 3/4• TEMPERED WATER GOWN TU HOSE SPRAY ASSEMBLY 3" M1G0 i t SEE DETAIL 107 THIS SHEET vi 20.VENT UP IN BLOCK WALL TO 10'-".• A.F.F. - OFFSET O j ABOVE CFJLING 21. 3/4" CW DOWN TO HOSE 91813 22 3/4' WATER UNE DOWN 'N NALL TO BELOW SLAB TC 750 ce GALLON f15H TANK b' i L1 - -��� --1-y_ 2J.I/2° CW BELOW SUB FROM 'RAP (RIMER TO FLOOR TD-1 �' �Ia 1 C J OkAIN c L 1 24. 1/4° COPPER AIR LINE TO UNDER TUB - SEE C.•BINET I E..rn/ATION 08A, SHEET A7 i; � I 25.Alq COMPRESSOR MOUNTED IN CABINET i I s'IvGO I j I - i t 26.WET/DRY VACUUM MOUNTED IN CABINET �-•_ n � ! - 27.2* VENT BELOW SLAB TO Z• V.T.R I 1 I I I I I I - O 28.VURIFY STUE LOCATIONS PRIOR TO FINAL HOOK-UP OF I I/d.. Ery-, A - TUB T-1, 29.QUICK CONNEC,ION OUTLET MOUNTED IN FACE OF CABINET , I I .-._--- I - " 1-1/Y GOND. DRAIN DOWN IN WALL FROM AC UNITS ON -� AAA\^ J1 D - - -- - - - --T - --- --` 3 ROOF - MINATE OVER MS-1 WITH 2 AIR GAP ABOVE _._.- - _ - i � C /d � OVERFLOWRIM �_Z 31. 3/4• CY1 BELOW SLAB ~ _ . I I I I I - i NOTA MATCH LINE- SEE PLAN 103 FOR •CONTIN. .= :e 32. IV PVC SLEEVE - SEE ARCH DRAWINGS FOR LOCATION O 1 i 13.STUB 1/4' OXYGEN UP FROM BEIC'W FLOOR, EX TEND TO COUNTER AND CAP I I I GROOMING/ BATH AREA FLOOR PLAN I I U.PROVIDE BRANCH SHUT OFF RDI E E PIPING DROP - I II 104 - - -- I I v- PROV1Dt ACCESS PANEL (COORDINATE LOCATION WW1Tti .-Zn. ARCHITECT) V I SG ALC va" ■ -O I I i �' }S.1/4' OXYGEN BELOW FLOOR a i = / 38.DISHWASHER DISHCHARCE TUBING TO LOON UP AND CON- LI ■ ■ NECT INTO SINK P-TRAP 'MTH AIR CAP, PER UPC I 37. 12' PVC PIPE WITH LL,I° SWEEP ELBOWS --- - -- S-2 i - 7 -� 38.:-1/4° TEMPERED WATER RISE SROM MIXING VALVE TO _ ' � 2' Y`1G0 -.iG -C.�A•QCC AIA-EQ -• " I OVERHEAD C^_ }9. I-1/4 MOT AND COLD WATER COMM TO MIXING VALVE i �� � 40.HOLD FLOOR DRAINS 1/2' LOW - SLOPE FROM 2'-0- DIA- _ METER - SEE A2.1 FOR PLACEMENT _NOT MATCH LINE -�SEE-N A1C F4 OR CONTINUATION - -. - - - t i• vo 9-a53 SELF � � V -05,NC -Well VA./C C^p_Rc0 WrATaR =qC!- '\ •'.R- 105 EMPLOYEE AREA FLOOR PLAN - - - y 1( L----I C r-Z I _ '•' v IhR15T 5LAC3 -4h:Lc ,�'o Cr b) i�s�� / I `b O i It 9/d -n AT bO" A■• �/ 'ti BR • .�'e-n S RrC•55 2 nGOL ..LL - I v B C L OOK - - '.%' OXYSCv �OInN -O Be-On 5-A5 a e. -05C IrITr ------ N%elk -.5 146 CU- c' '••..o.GAr OP Edi AT d4" 1 7 14 /d" I/'b'" S-A,NLCSS 5T'!_ - 15 No 5-COb SPRAY A;SE�BLY I ' ` I� % P AT. -s8 A•■ - /,IT+ SNA( Ch-GPS GOvhC: ION �- I �� '/ •U° 'id' BNtA55 CL50r� .SCTI- 7 _ I , HOSE SPRAY ASSEMBLY 107 - '/AL _--.- --- - -- 11 I SLOW 6iJN VALVE WART ■ 2Xd•0 / �w IVY, 61R.AINSER BY SEVERAL `��, �..� _--_ -..�_� •..................._-I� ! GOV'RAG'OR 4ry %I (AST! � d' VAS-! V I ,+ G E IN E R A L N 0 T E S • STAIh,_55 STEEL 1 Gn GW I -- -- ■ PLATE ON CABINE- 1 rIii ITi +. THE PR PROTECTION C'0 TRACICR SHALL PEZFORM AS NSTRUGT'.ONS / , I _ -- I 1 _-_ v,--- _-.___.___.____.-.- I I PART OF HIS CONTRACT A WATER FLOW TST AT FIRE f 7 - ----- IHYDRANTS NEAREST FIRE RISER SUPPLY UNE CONNECTION -'! II I TO CITY WATER MAINS. EST SHALL BE CCNOUCTE° BY (A'-Q' MIN OXT``: ' - �'� Z t- I z� MUNICIPAUTY ANO WATF', CEPARTUENT RED'S. TEST RAR- • 2_ 59 _ w�. * V SHALL BE WITNESSED BY A.L. AUTHORITIES HAVING A1RIS- A W. 6RAIN6CR BY - �' -AHK J z DICTION. I 6�NERAL CONTRACTOR ---I/d" BRASS N P•'-E i' _ ° = �•••� T REFER TO FIRE SPRINKLER SPECIFICATIONS FOR ADOI?10NAL I � ' U O � I �/ INFORMATION. �P'_IT II IIA" OX-SEN 70AN IN � pT I T 3. SYSTEM SHALL MEET ANY ADOITIONAL APPLICABLE REO'S � •V GAEINl! -O OY'1 t) I GCNCRCTE Si-A5 CHAIN ANC 5 CCK5 _ j I 0' N,F.P A_, LOCAL CODES. OWNER AND INSURANCE CAR- E. „ a I ! RIER REQUIREMENTS i I BLOCK N6. BY 5 G I I ^ 4. INFORMATION STATED ABOVE DOES NOT RELIEVE FIRE PRO- TECTION CONTR. FROM PRCV101NC A COMPLETE AUTOMATIC 71-CRM05TUD �Y5-E�r D al �I S N A REQUIRED EOUI?MENT \ �i SPRINKLER SYSTEM. CLUOINC ANY E (F RE PUMP, ETC.) TO COMPENSATE FOR INADEQUATE ' ul - - - - J Z lu _ _.__--.. __ .._ _ ____.,__- v_.-.-__.._ _. ____ -._._�.__._.__.._.._.__..-.-__ REQ. BY CODE AND ALL PARTIES HAVING RESSURE" AS _ _-- - -_- JURISDICTION. . .. I S. RE-ER TO ELEC'RICAL DRAWINGS FOR ALL FIRE ALARM 1 INFORMATION REQUIRED FOR PHIS PROJECT, _ v ° i a 'AHK /AL I!, -O5C51•.':�,.VC - 3 -O C' SC/r; AVC -AHK BY I S. CENTRAL STATION SUPERVISION DEV. SHALL BE PROVIDED FOR THIS PROSECT. i sa'SMART AL_ Ci'T>••EQ PIP- :'\ " 0 0 N6 ANC '/A_/ES BY *,•ICN- �) PRE SPRINKLF_R PIANS AND SPECIFICATIONS TO BE "_y I I 35 .S M IAL GONTRACTOt! SUBMITTF-D FOR CITY REVIEW AS SOON AS POSSIBLE. )� (^I � 4,0 (5D.O 8. SEE SPECIFICATIONS FOR FIRE SPRINKLER SUBMITTAL 3^ %I U 0 REQUIREMENTS TO VALLEY NATIONAL CO. FOR REVIEW AND n AIR CONTROLS at FISH SALES � -- OFFICE / GROOMER FLOOR_ PLAN APPRDvI� a Y 10301 gay �I I � c= a u 7 \ �d /TASTE � d" y1A S-• �� ��. _-, I .__..���. ._ d.. /VASTe / 3,d• C - GTI I -__.�-- GTI L, GTI � r) v TP-1' 3 I AG` E a rti e ;'+ a- Z - ■ - -?.r,._ - -- _ _ _ ...._....,...r.__.._ CTI B!LCA b� W tJ � o ZL d Qd /UO d SAAB -O TRAP 7 A" /VCO I _J ' Uo o � r.co d FS-11 ° m 1 � � W .2 o S_1V� WH-21 W,/T: i v ' ■ JeD No: I I 51 Z aj 1717 East u«t■n, Suite 100 ` 1150 7 -- ---------- -• -- --- -._- --- ---- ---- ---.__ . ..• .:.. Hirano ___ ------- [•+a.»"a-cay��o. -- 93603.1-Itis -- ----- hEet Va: P RSpN E"•GINEERS Oate: 17 TUN 93 475oo FISF� DEPT. / VESTIBULE FLI(JOR PLAN 3•a Sco1e: SEE PLANNOTE• 10 ) _ -- --_ - - - ALL CONCEPTS CnSIE SO, AND DATA INDICATED OF n+£sE SW UAf?tMtll!TH S1RhET :h°AT '- L ----- DOCUMENT'S ARE THE SOLE PROPERTY OF PETERSON ASS- Drown: 5C_ 5Gr_ SCAT.'_' G' G ---- - - FOUNUAtIDN ONLY OCIATES NGNEERS. 'NC. AND SHALL NOT BE USED FOR ',CP ■ 102 AND :O°`� ANY OTHER PURPOSE THAN ORICINALLY INTENDED W/0 Checked: 7 OF - 5►ecT P'1 THE EXPRESSED Nmrrvii PEF'MISSION OF THE ENGINEER. KDR i IF TH14 DOCUMENT IS LEE ON, 1 1 1 1 I 1 1II I 1 1 1 1 1 III I III I I I l 1 D 1 T11 f 1 1 I i T 1 1E111111111frl 11 11 1 1�4 JI I 1 - No I h'1 1 1 1 1 1 1 I I ( r Tr r I C` t6 � -I I 8 ► i 1 � F-'�- � � I � � I ► III III III I I I JL JL APRIL L) 19;74 IT IS DIIF. TO 'THE QUALITY OF --- No 9I ®•-•.:y--' TfiB ORIGINAL f)OCUMFN'I'. - - �1111 - -- - - - �-� -�-8L I�Lz 9�Z - 10z EZ Z IZ O�Z 18�11111711911 !.I 191 9i �i SI T.Tii I ODD�I�B �9 L � r8 Z T rnI I II`I111,,,,,,I11`I I II'. IIII IIII IIII IIII IIII Illl�llil I,II IIII IIII�IIII IIIIIIIIIIII�IIII Ilillllll IIII�II Illi IIII�IIII�IIII Illl�llll llll�llil Ll 1 Ill IIII llllllll 11 1111 Illi IIII III IIIIIIIIIINIII ■ KEYED NOTES : z, 1. 2" COIL WATER UNE_ TO 5'-0. OUTSIDE BOLDING - SEE _41L DRAWINGS FOR CONTINUATION (NOTE. 'NATER UNE �+ ;HALL BE INSTALLED BELOW FROST LINE) U a 2 4" NA5 E LINE TO .• BUILDING - SEE CINL DRANGS FOR CONTINUATION (SEPARATE PACKAGE) 1uATER CALCULATIONS: � J -- 3 SEE EMPLOYEE AREA PLAN 105/1"1.1 PI FOR CCNTINU- ATICN T 0 R �'"` b • 3 RU 30 4. GAS UNE TO A/C UNIT - SEE GAS SCHEMATIC, SHEET P2 ( 1 P 3 x '} PU ■ 5 1"1 O- b BRANCH SHUT-OFF VALVE LAVA OR x = • 9 1' :;OND. DRAIN UP THRU ROOF TO A.G UNIT W/ ♦' DEEP Q 1"U A 0.) TRAP AND VENT I VRINKINb w0UNTA,N 2 x 2 P U ■ A P J I 7 3/4' COND. DRAIN UP THRU ROOF TO A.C" UNIT MTN 4' Q ////''''���� DEE? TRAP ANC .NTSINK /T� WOO } x Z P U. . S P'J L W V ' MOP / 5-IVIG- 5'NK d FLOOR SIN( PATH 2- AIR GAP - SEE SHEET P1.1 s ■ ... B. 1-1/4' CON" DRAIN GOWN IN WALL - TERMINATE OVER Z ■ 4 P.U. • 20 P u. W 706 AAS- TLB ... ............... x + 1".0 • 4 P'J `i 3/4' COL WATER 00'NN TO 'r+8't' - DROP Ei(PCScD -05L 5 55 .................. x S P u • 20 - r-----Ir..mu:.n:..Qewmwu a-_ -.n::..::Y.:w::,.w.ream:,, ».._. - ALONG IN' )E NALL 1 ` 10. GAS METER SY LOCAL GAS CCMPANY - SEE GAS ,Ct,E- (✓ - O TOTAL PIXTLR! UNITS ..•"'..••'•••••••••••••;•..••••• • 11'7 P u �\ ` MATIC, SHEET P2 AND CI'AL DRAWINGS i bL•• tt. GAS UNE TO PANT OF FEED, N I.C. - C']ORDINATE MTH �r - -X 6,82 Un11Ts • 46 OALLONb OCR WIN; 'IS"r'/ GAS COMPANY AND SITE CIVIL iSEPARAT PACKAGE) = • 10 PLAT b-EST PIXTURr ' 12. 3/4' COND. DRAIN DOWN IN WALL TO SINK TAIL P'ECE � I 13. AQUARIUM DISPLAY WITH FLOOR SINK � Y -`^-`• Z O prj x O 49 • As 1"51 STATIC LC55 14. 3' GAS RISE EXPOSED ALONG OUTSIDE OF NAL_ TO RI N I -C!'.'. �'�� L�hbTw TAP -O vn-■ ON ROOF - PROVIDE SLEEVE AT NALL PENETIRAnCIN IR, 3/4- GAS DOWN THRU ROOF TO WM-2 - SEE GAS n -OlIZ ",P2 LE'`6-w ":TL•l -0 5L1iLVIN6 S ■EL- I (•� SCHEMATIC -C'RIZ 0110C LE'.bTI- ELVIS -O ,-+$- -IX.RL 307 net, {\L s "� s L oL as ■a- r, s ■Ls- I I 16. UNDERGROUND RISER SUPPLY UNE AND RISER SIZED IN ■ ■ UC /_12- P- - V6T► VIS Rise 'C -'ISS._ %"�!- 10 T� w,�• O CALCULATION EOIIIREMENNTH NCEREFEA LTO CIVILAND /DOR SPRINKLER SHOP DRAWINGS FOR ADDITIONAL INFCRMAT'ON In - RUN TO 5'-0. OUTSIDE OF BUILDING NALL - SEE ;,I'LL 17. FIRE SPRINKLER RISER 343 -Tj X 125 (PITT,T•Lb LOS$i ■ a2,D ■CC- -OTA•. ?L'IL-O"�� -L VST'•' `t ; 1 IO II 16, 4'.2-1/2'. 2-1/2' F.DC. MTH CHECK IALVE AND N.S.T. U O THREADS, OR AS RE:UIREJ BY LOCAL FIRE OEPAFITMENT SIZE DEVICE PSI LOSS 7 19 ELECTRIC ALARM B 1L m ELE c 20.MS'12 MATH ' ASRITAPRAI SEEOSH ET PTERM -----._..-_. .--- C INA � VU 1.1 STAT:G 4 3 21. 2' VENT BELOW SLAB 1 PIxTLAtE !OO ` - 3. SAS 22. 1-I/4' CAS DOWN THRU ROOF TO (2) WN-t - SEE Z 3/4" CW GW GAS SCHEMATIC z 23.1 1/4' GAS GOWN THRU ROOF TO UNIT HEATER - SEE In TOTAL 05UILDINO LOSS 23 OC PSI I CAS SCHEMATIC, SHEET 1"2 (COLD CLIMATE ONLY) ? ■ W /a' bA5 ' SAS -RL55(.RE AT STREET 64 00 1"51 24.COLD WATER ABOVE CEILNG Ix 5Io!LVINIS L055 2300 0`51 25.3/4- WATER FROM BELOW FLOOR UP TO STUB-OUT 'NI N =P■Est-`.GE .. ... .. A0 20 1"51 i SHUT-OFT VALVE 26.SEE ENLARGED OFFICE/ GROOMER PLAN 103 FOR CONTIN- -tC ZO-A26 x IDG • •4 MAX 1"51 VMO- ALLC%AABLC ( DATION WTR ICO PT "IPL -LVBTN I 27.3/4' WATER BELOW SLAB BRANCH PIPE SIZING CHART - PSI LOSS „ 26.2' VENT ANGLE AT VAS' In s• I' /�• 29.SEE ENLARGED FISH DEPT. PLAN 102 SH 1.1 FOR "t SIZE 3/4" 1-I/4' 1_I � CONTINUATION I 1 I V I I I b^' T 35 33 in 13 24 6- 440 f` _2 ' tlf A_% %.IAL 4r"T' -RESra,RE • 110 OSI. -R(E5SiRL !C^C'1,4 VALVE RE.2UIRCV SL- PRV AT 50 "51 - GA..GL•yATIONS ARE 5A5EV ON 00116 PRV 51!7"IN6 (b4 -51) PLRL PC =ECTION 1007. Q I.C7 I Iia'G7 I W I I I I I I I PLUMBING LEGEND__ s � n r Ad SYMBOL ABBREVIATION DESCRIPTION �={ � W TRAIN OR nA51L D --_ �F7//7 O (D PO_-- __-_ - V VENT .,".Nb r n �' � /'�� III ` G E N E R A L N 0 T E S Z 1A<_1<_{ * nIC CA C.OLV ^^-R AG ■ ■ m 2 3 /� d K 1. ALL FLOOR CLEANOUTS AT WAIN SALES FLOOR ARE TO BE 0 ISA$ P'"'N6 + - LOCATED A MAXIMUM 4' FROM FACE OF PACIFY RACKS SAS V ///�' _ BUT 140TOT BENEATH - SSEE FIXTURE PLAN. JIL VTR VCVT -I+ly TOCP' 2 NO FIXTURE. CONDUIT, DUCTWORK, PIPING, ETC, SHALL EX- .: 1/4" SA5 END BELOW 1T-O' VAIN (LOCATE AS HIGH AS POSSIBLE) IS / 6ATL VAL/L 4 THROUGHOUT WAREHOUSE SALES FLOOR AREA AND RE- I I/4 (SAS _ bAS CEIVING AREA. (SLCEE '/AL/E - G.J G�LGK JA's/E r--7d 3. ALL otP1NG ON MAIN SALES FLOOR SMALL BE RAN AS so Y/AG 4 • HIGH AS POSSIBLE. 17'-0* MINIMUM. OAS "BUGLE ATL:) PLt.'b V 6 ♦. ALL CAS PIPtNI; IS RUN ON ROOF UNLESS NOTED OTHER- --IIF-- i ANION GO MISE. 4 -* 09 0. ►•OSE 51E5 W/ V 4G;,VM BREAKER r PIPE SPRINKLER „INC ® PS -LCCR SINK © PV PLCCR ;RAIN /■ Q� 0 PGO PLCCR GL!ANOUT ►- {a 5G0 $t,RPAGE G�LANCUT Imo- /VCO WALL. GLL aFrCiT FINISH FLOOR ELEV: RD ROo, _RAIN ; O OD OVERP: W C :RAIN 11007-(S 11 ' T 1 �1++ RW- RY'IL RAINWATER _L,DL! Q •- OP_ DPL OVLlPLCw _LADL! VCP +/GP VtTRIP'C: G'-,A ' P'OE C O h O O - 1 GI C.AS- RG'N AG" AGP A515ESTCb :,!-ENT -!PL - "VG -- PVC POLYVIN"'_ CHLORIDE A A GOWO"Il 5N_V AIR 0IPIN6 -O� 02 CX^'ISEV -'-INb 1 4 GD CONCEN5ATL --RAIN P!PIIVb b -O� AG i FIXTURE CONNECTIONS: _ a � • MK. DESCRIPTION TRAP W V CW HW REMARKS I WATER CLCSCT INTLbRAL 4' 2' ;/_• PLR. MTD, TANK 7 9"T 16 bALLONS PER PLUSH !• PLR. MTC, TANK TYPE WG WATCt CLCSCT (H.GJ NTCblAL 4' �' /� - b SAL:.CNS PER 10LU904 N u URINAL INTLbRAL 2' I-1/2' 3/4' - WALL WUN6 Q O ISALLCNS sL R ■LJSOI _ fV LAVATORY I-(/A" x 1-1/2' 2' 1-1/2' 1.'.-t' /2' WALL 1-'1N6 i i /2' I/2' /2' STAINLESS STLLL ~e a 1 1. p S-2 SINK - I-I/2' 2' 1-1/2' 1/:- I/2" 5.5. IV "'LASTLR -RAP � _ - O � O O Ad MS--I MOP S,NK 3' 3" 1-1/2" 9/4' 3/4' PLCOR MOUNTLL'' - - - WITH TRAP P!!M!R i• \� C G G O± r---� PLCOR DRAIN 2' 2- 1-1/2 - - /r/ SCC RCD SRA TE AND 5LV- MCVT DUC.KET I TRAP -tIM3l .( 2e \\ 4' SA5 4 Z 1 2 ^ .z ii rVs_: TI-m!:. =WINK POVNT. 1-I/4• x 1-1/2' 2' I-1/2" 1/2' - - WALL r+UPlb •+ANDIGAP"i') 0::. ) '� � � e r e 43 �\ rtl I 5-_P-: !!-!!I: VRINK FOUNT 1-1/4' x I.1/2" 2" i-V2' I/2' WAC.. 1.1UNb �/ I o �•e a_ S • I 6 1 1 $a r_-5• SERVICE SINK 3' 3" -1/2' 3/4" L ILL 3/4" PREL 57ANDINO, i In 55-2 5ClV'GL SINK 9' j' 2' 3/4" 3/4' i GOMPrRTMCNT _ •- I 7' sRCL STANDINbI 7 AG I- U SS-3 SIN6LL Gp CM . OINK 3' 3' 1-1/2 3/4' 3/a" ORCL 5TANDINI5 I tv I ev"I )^LATER r-LATLl�. - - - -I/4' I•I/4" (2) '3 bAL-CS, 'SAS / 1 - Q J b o I " 1 I �=� CL = eo hr-2 WA-'-■t 1-EA71!R - - 3/a.. ,/4.. BO bAL_CN bey 0:2- PS-1 I -00fq SINK 2' 2' -1/2" - PROVIDE W/ 3;4 gRATC L T :UIS WAST -,)B 2" 3" -1/2" 1/2' 7" -IXT IRC BI' bG 0 -: :706 WASH rJB - - - - P!xriR- BY SG. Ir> t o o ' 3,4" 5AS /A' SIAS I-O 1 'CSC B'E'B - 3/A" W/ `/ACWM LRLAKER -- _ 3/4" - i n Ar UM BREAKER 1 1 a -- - I I I ■ R HT- .LAIR TRAP - 3" .^' - - BCL. PLR W/ ACCESS COV. I NOTE' NS''LL 5CO3=,- BE-CN V1V a' 2-W Av Jab V0. I I IVSTALL BELCW GCUN"LR IN CP 5 �E CND S O n.--b -.� A.,o,D - 5.0 93451 4� da 41lL'�E19 krizwo 65020 •+T-2 •+AIR 'RAP - ACC�ESIOLE LOCAT'CN 7 I� ] A =CCR 4tL= 1717 East l"Am Suit• 100 e\/_j MIxINb '/AL'/C - - _- ._ V vCIJNTCV 1N PANEL LV L.� 3.0 `T.Q O t Date: -- - f SOt-94}_�t16 I NOTE: - PETERSON ENGINEERS q 17 JUN 93 'Heel No: �- ■ ■/�-CV , a(j M!2 �Aui CV cowaul.,,ao [wowt•"a wc, kD 40. 93603 !s-mtLNC.E -V 5,- ■-OCR s_L/A,-CN Scale: SEE PLAN PLUMBING FLOOR PAN 0-ti 60 -°_AA: ALL MENTS TS,ARE DESIGNS. AND PER INDICATED OFPETE DN THESE p 1 1 0 1 - - - -- _ b-' C- ISO o. a DOCUMENTS ARE THE SOLE PROPERTY OF PETERSON ASS- Drawn: -- i� a�Co■ W-,,, 5-.aQT'V[. V./vt- .•■ •O CO UCIATES ENGINEERS, INC. ANO SHALL � 1 BE USED FOR ACP SGALL 'iC > ANY OT}IER ruRPOSE THAN ORICINALLY INTENDED W/O "hocked: THE EXPRESSED WRITTEN PERMISSION C.' T)IE ENGINEER. - 7`7i1)I') SW DAR TMF11 1 T H T F F F 1 FOUNDATION 011u H OF q ■ NiON 01_ UJ LI. II.JU I`J'. , • '1•. '•-�I�f',... Iu IF THIS DOCUMENT IS LESS ' `C II III 111 1111111 11 1 I�1L II IIII 1I1 I� I - tl -- 1I1I1IL1 I11I I LEGIBLE THAN CHS NO':ATION, AP RIL. 20 1994 IT IS DUE TO THE QUALITY OF I --- No.3e �• ;„ THE ORIGINAL DOCUMENT. - -- f erg g VIII ILII ILII I!II ILII ILII ILII ILII ILII ILII II I I II ILII IIII�IIII ILMI IIIII�III! ILII ILII Illlillll !II 1111111 ILII !III IIIIII!illlllllll4IIIIII LIIII'�IIIIII�IIIIII ILII Illl Ill',l�ll tll�llll 111111111 llllilill 1ll111.l�IIL 4 4llllllllllllllll 11 I�IIILIIII�NtI j. 1-1/2" JTR I _ `vENFR AL NOTES : 1. TUBS T-1, ARE TO HAVE DRAINS W/ E)-OSED TRAPS 1 I MOUNT +14" ABOVE FINISH FLOOR I Q R5`SR -✓ *_COR W-AN NATURA_ 6A5 F!PC REFER -O !; ,,. � � ) "OR C-ZEE AND CONTIN- 64� SG�C'�. CN S-__- -.' NOTE: .:�" I 1 -..f....._ .-_ - _. ✓ W ,AT Oh O• •+0- ^ATE! "_JE -.,R- ROOM "OR GCh- —_ ywAGS o __On :_OG< 5-ANDS A- `�1 W Q CC_:p AATER AN i OAS ` (H" '✓G; \ t b N-E4V 4..5 ON KCOF Id 1 141 O ivTR 3 CJ wOR CON-IN.A-'.ON ; 2-h, G ;� J I,n NOTE 1 ; ce Itt '�/�C'EGK VArVE T 'F CON-Al- "^IRO Ih.JSTRlCS 4" r m o•+ONE fG0.1 566-BbGO 2" i�2" I � Q C 1 ,`�a Art VALVE (TMTJ fes' DIELECTRIC UNION - -YF _- ` � ��'� CXP. �p 'HERM-X-'rROL 6ERIE5 SIZE FE \I',ti -"- -- o C / - R �+^NUP i a" It Irl `. RE;O'^"E`iDrTIONS \ I < A 5 w■ ••ZvraRq�E . , � { � ` / � � `:i4 G,^,N-\,.�-`✓\ ` S'�, I u1IkC55JRS R-s-iEwrIL,-\ �1. I I l.•� l:' © Z W 11, 5 ZE .7KAIh A6 RIR- I I I t C' /J -�• -ASR -4'An SGML:. ON PANS _4 C- --=E_ NO t-b01 -h'�`. 1 '_' f Q (� I i WAT�4 rEA-ER ^� G_R•,wC o_.a-E.. a4,..\_S I NNE: i/ l•- - 1 I / B0. SASCE- GOdEQ AhD _ I D S.nsy ■Q _ logo :D j I PER"ORA-ED _r"_E55 2"Y1CG I - Y C ���_ I ETES_ BRAGKE- _. c_ 1 .. _- l." „j •;a" A b A OAS COCK PILL hlTr MA5-IG `2 \'I z ^ Z..NE � O jI II DRA,�N YV 1+0'55? END r'-LOW 5.OGK w'wC STAND GONNNEGTION SHALL *a R0 MADE_ sq-R WITH 2"WCOIL flC erJlw+ED mfr. R0_.ERS �C_ *. f ,. eE■ a a- o FILLOn H_GGK n A I/4" / ■ VAG;Ai'•^ D4=AKE4 (MIN) LAYER Co MA5-,C. .AND TrE '✓AV'JMACJRER WASTE & VENT SCHEMATIC k`- Nom` ! 207 (HEALTH SERVICE) SGA_E NONE "_°dR SRA \ T I` SEE LON- w WA I __r-R HEATER DETAIL GAS PIPE ON ROOF DETAIL Q 213 -- -- - SGA_C NONE 20 ✓ `G A_` NONE `�Il 1 r� —TURN F_A,", IN6 DOWN :" INTO VONT4 ` O 0 ..`R 5*0171^- NO As 5 13 x '5 -IN6ED PINIS.. M_OOk '---_ i /SII l N. 1 5eG'JRE^, COVER +• 11 h t ; `NC `� a __..-__._._.._. . .Zrr -� '� ' '� WATER SCHEMATIC W I --n —e 1'h" Nom• 206 5CA_C FOINt) LeAD I•LAS. Ad- I,h.. �1'.-�_, l l I ''� l (HEALTH SERVICE) NON I 1 I c t • o i o . � 1 I l.. jj_ i' I 1 • a a 2^ :-WCC f ,. � t5' IN:IDC ._EAR — inr`y, I I I ROOF N6 - SEE ARC*ITCC"URAL FOR ROOF GONlSTROCTION A DIA. ^AS TL I i • N ( nF- j I I 2 WCC L"._— I I ° � •� _ °_ �.; 'DENT W I FLOW OUT ° ,- 1 i .1 ,� 42� FLOW IN SE_ ►. . "OR GOVT NUAT:ON WC-. 45 _ -- .' SEC y..CE- w. ■OR CON' [J� 7.. WC 2 W r RECD o I" o •o a `j_ �� r\,ty --a ZONE 50V 'Es • � 4" 7"WCC 1 � _ �--SCC FLAN POR VENT SIZE 2" �— 1'h ," V. N / U R SMITH- NO 6'7-0 A- C-_! 1 Z �I RE` OVA6LE ags<E- S-RAWER --/ .. • HEE- w' 1 pASCCT STRAINCR W/YOKE SC- 5 TYR GO'✓eR JF 1 ZChti NA-CR ■ ■ FOR CONTINUA-ICN NOTE: VENT SCHEMATIC _ - e-Ae -0 _ GCNNEG-°�` :) n-r1 WASTE & 'N AA__' 50V \ VENT rIF. AND LEAD FIFE pLA5HIN6 TO CE INSTA-LEV 6` ^GK CONCR:-E VA„_- C" - — OHO : SES DE'• S 5^C.' DY rLUMEIN& CONTRACTOR PRIOR TO ROO"IN6 AF"_,CATION 6ENSRAL GONTRAG-OR 205 (EMPLOYEE AREA) SG ALE. NONE 1 /� VENT 5!-OA \ J TYPICAL VENT THRU ROOF TYPICAL HAIR TRAP - HT-1 cj�AC 3' v'R J 212• SGA-E NONE_ 208 SGA.-_ NONE 5_E y�Ee 1'r}" VTR 1 I •✓ SCC 5-■C- rI ! SCG c••ECT r' I "OR ;ONTIhUAT'!�h� I�� 3 l PICK CONT'w.A-IOV 'OR GOh-NUA-C\ GOLD GHEGK VALVE 4 ,',7" r1OT ANr^ COL:1 WAT1=R �� - _ LINES ABOVE Ge1LIN6 =�_� WATER SCHEMATIC * - SCC FLOOR rLAN POR HO• N.G. SIZE5 AND CONTIN 1 I 204 _ ^ I,vTR a" 1 t1'`T" «�-� I (EMPLOYEE AREA) =GALE NONE J1 13..WCC 2" 1 4" SLECVC r'rlhb FCNCTRA- c� yCS bA5 SCHEMATIC AOR TION TI+Rd EXTCRIOR WALL 5 Z` AND GAI°AGTY OP 6•*5 '!NL' /r --Cie-, ".G'RIG VNION - TYw I I TO bA5 GO FOINT 2 I I - -PWC aY MECHANICAL (O• "CCD ('✓ERIPY) I I O"" VENT I '"NCC CONTRA<-TDR (^(PIGAL) 3" �J 2 i A GE_Ovr 5_AB io I I II a"'WCC I �•'.� 1 S!E rI II ^ATEK HCATER - WH-1 I j `JEN- ANE L- POR CON-NUA1,ON ! 6�•-E VA_VE (TY'rJ .. .. CXF. TANK - 'AMT*DL" ._ 6AS ME'ER INS-, a- A- a5 DESRr_5 j i i I THERM-X-TROT. SERIES 5'r' 6AS CO. ■ SIZE FCR MANUP 3" A 5 M.t. TEMF_RATURE F I I RECOMMENDATION5 3_ 4" s w 1 Va" �•+�JT-oPP � PRESSJRE RELICT I ( 1 I 2" V'..VC ■ /''''��''-- _ _I VA-VE w'P'E TO SINK I� � � I I.; / DRAIN W/ HOSC END W�±' � ■ { ON wERMITTeD DY����� I ICONNECT ION (TYPICAL) 6 1V1 75.1008TJ/H tA T4jr_% _UNION " _P LOCAL GORES) ` { I I I t A -I l 90.000BTU/H IJ� DIRT _E6 ? WH_' TYPICAL CONNECTION - w" Aw _ C I 1 Va" 75.1008 TU/H 1 Vi" GW :;O"N iN WALL _uL RI SATED FLU6 VALVU DIRT L,.6 (TYFIGAL) � .O ___OA 5. TO "�wIGAL) � P-COR S�hK ' 1'/•" S_3 WASTE & VENT SCHEMATIC Y'.. 150.0008 TU/H 0 GUH (FISH DEPT.) SCALE. NONE 130,0008TU/H 3" TER PIPED IN SERIES) 120.0008 TU/H I WATER HEATER ( _ ,va•- 211 Y ALE. NONE /• _ �_ / -� AC-2 Ar_7 2 memo. - 150,OOCBTU/H AC-d 12C.0006Tu/H ■ ° ■ E"E-S- CLEANOUT w"16 " 2V7 6 pQESS.RE REi�G\6 VA_JE SRT AT o c c I 11 150,00rBTu;'H 11/:" VONT FROG•' IT w (WIL<IN5 600 5_R',_5) - o • PIPE CXTEV_ION A5 R_GJIRED TO 5. nA-ER ^EATER (N'--.) v GOVNTCRrxJNK HC'•�7 — � c .- PIN 5H 6RAD1 2 h" SINK 5-I 6 1 VA" Sa` DC-AIL TM5 S-EC- T CAS- IRON TOF - Vi" 2"�VTR .F� BACK"'_On PRS'✓EVTER MTT5 700S- 1 "' 1 ...i.. u o 15" x B7' x A' CONCRETE FAD �( 1Y,• •�•i•• TR°V'IEL SMOOTH A EDGE (CHIT A 4 II ` w nl'►� 5"RAI\ER f• -S-a ✓ ( , a S a rrrERE 1NSTALLCD IN CONCRETE) 2, 250.000BTu/H '` 2", �� � .,i� J Imo^+ P'\S bRADE cI � cL SEE L 2 I \✓ 1° WCG a i ,Va' S»EET 4 WCC' 202 —WATER SCHEMATIC LJ 4 •v 2" VTR FOR CONTINUATION `r 1� ` :GAC. N.^,NE r ` S 4 , (FISH DEFT.) w v ° " b r 1" NOTE ` , ° s r,P,N6 SIZED PCR U.P.G. Taal EDI-ON TABLE 17-E. 1•`•`� � -•� E „ TOTAL 6AS D[3MAND ■ I,a�O,�CO BTU/H I 'rhC'-nA`✓ CLEANOUT ..... ..... ...._.__.._.�—."' I °'WCO ....'• _ - MM r TOTAL DEVELOPED LENGTH 4S5 FEE- W c G -w---- 32.350 e T /H PICK G04T;NUA-ION �'.` HT-1 o n- ^ l ` S.ECT r1! c E :, . n U 9 °ao A5 DC6R!e wYE w a CL � ' " WASTE LINE - SEE P{JJ`-B!N6 PLAN FCR \ 4 a LOCATION . Joy No: -- DIREGTI°" dF PLdw GAS SCHEMATIC a"wCO j - °" r 93451 208 A -�— — \ 1717 E°sl 4ama Sall. ,DO NOTE: SCALE. NONE _ AL_ GLEANOUr LGC.ATION5 SHALL BC V!RIPIED WITH ARCH- �� 6t11 943-4116 -17 — Sheet No'. PFTERSpN ENGINEERS Dote: 17 )UN 93 co-s-1-Q a .a �Na 93603 ITEGT PR'i:R TO INS-ALLATION — Scale: SEE PLAN ALL CONCEPTS, DESIGNS, AND DATA INDICATED ON THESE -- �`� --,- 2 01 WASTE & VENT SCHEMATIC ^� DOCUMENTS ARE THE SOLE PROPERTY OF PETERSON ASS- Drawn: ACP P2 OCIA - TYPICAL TWO-WAY CLEANOUT ANY OT ENGINEERS, INC. AND SHALL NOT EE USED FOR (GROOMING/BATH AREA) SG ALE. NONE ANY OTHER PURPOSE THAN ORIpNAIlY INTENDED w,'o Checked: 210 - -- --- - E ■ ■_..._L SCALE NONE 1/E EXPRESSED WRITTEN PERMISSION OF NGINEER. UnIJ ilii n5 71.9n•1H !QQj T'•-gUAS H 451-P7nw1-: 7! -1 5W DAF?TMOUTH STPE:ET FOUNDATION ONl Y OF 9 4N ( rI ' VI , IlI I i1�flIt`IIiI� rC 3r lijl ; „ Ili( lrllllIli;f�ljllIliIll � llIIIIjII0I IIII�I� IF TNTS )OCUMENT IS iF;S TT 9 1 I - APR2 LEGIBLE THAN THIS NOTATION, 1994 �