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9009 SW HALL BLVD STE 100-3 r� GENERAL NOTES — APPLY TO ALL _MECHANICAL SHEETS : HVAC, SYMBOLS _ PLUMBING SYMBOLS A. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MIN'r1IZE DAMAGE TO THE EXISTING BUILDINGS AND 11HE OWNER'S PROPERTY. PATCH OR REPLACE AS REQUIRED ANY DAMAGE WH?CH MIGHT OCCUR AS A RESULT OF WORK. CARE SHALL BE TAKEN TO COORDINATE -- ---- SYMBOL DESCRIPTION ABBREVIATI 1N WITH THE OWNER AND OTHER TRADES IN THE SCHEDULING AND PERFORMANCE OF THE WORK. . ITEM INDICATED D0�BLE LINE DRAWING IN PLAN B. INCLUDE IN THE CONTRACT PRICE ALL RE-ROUTING, RELOCATION, AND CONDITIONS TO ALLOW FOR TTiE INSTALLATION OF THE NEW SYSTEMS REGARDLESS ' .'.•..•.....'.'......'. _ REPRESENTATION OF WHETHER OR NOT SUCH RE-FOUTING IS INDICATED ON THE DRAWINGS. FURNISH ALL TEMPORARY LABOR AND MATERIALS AS REQUIRED TO LAVATORY LAV MAINTAIN SERVICE FOR THE EXISTING AREAS WITH A MINIMUM OF INTERRUPTION 44 DUCT (1st FIGURE-SIDE SHOWN I —� C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING WITH THE GENERAL CONTRACTOR FOR FLOOR SLAB AND ROOF PENETRATIONS. Slat FIGURE-SIDE NOT 24x20 WATER CLOSET WC SHOWN) D THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO PROVIDING PRICING AND COMMENCEMENT OF CONSTRUCTION TO VERIFY URINAL EXISTING CONDITIONS AND NOTIFYING THE TARGET CONSTRUCTION SUPERINTENDENT REMODELS (C.S.R.) OF ANY NECESSARY UR ADJUSTMENTS TO THE CONSTRUCTION DOCUMENTS. Dellis Nee1I,Arcllllil �- �— SINK1111A11ulicAleus S E. MATERIAL EQUIPMENT AND INSTALLATION SHALL MEET REQUIREMENTS OF FEDERAL, STATE, AND LOCAL CODES. Alameda,CA 14111 ((INTERNALLY LINED r FREEDUCT hDIMENSIONS FOR NET 24x20 I�I JANITORS SINK JS F. FIELD VERIFY LOCATIONS OF ALL EXISTING EQUIPMENT, FIXTURES, DUCTWORK, AND PIPING. Tel 1111111111 -`— ^ ----- � �-- -�-- r--•� G. COORDINATE ROUTING AND HEIGHTS Of NEW DUCTWORK AND PIPING WITH EXISTING CONDITIONS. INSTALL DUCTWORK AND PIPING AS HIGH AS POSSIBLE, Fu 11111111 U ELECTRIC' WATER COOLER EWC WITH AT LEAST 15-0" CLEAR o�LOW. -- 24x12 DRINKING FOUNTAIN FI. COORDINATE LOCATIONS OF DIFFUSERS, REGISTERS AND GRILLES WITH LIGHT FIXTURES AND SPRINKLER HEADS. RELOCATE DIFFUSERS, REGISTERS AND OF GRILLES AS DIRECTED BY TARGET (C.S.R.). VERIFY REQUIREMENTS IN FIELD. DUCT SECTION ® FLOOR DRAIN/FUNNEL DRAIN I. NEW ROOFTOP HVAC UNIT(S) WILL BE FURNISHED, COMPLETE WITH ROOF CURB AND THERMOSTAT, BY TARGET. UNIT INSTALLATION BY (SUPPLY) FD MECHANICAL CONTRACTOR. REFER TO HVAC EQUIPMENT SPECIFICATIONS AND EQUIPMENT SCHEDULES. FLOOR SINK FS J. COORDINATE ALL NEW FLOOR, WALL AND ROOF PENETRATIONS WITH TARGET (C.S.R.). 2402 l�� RD ROOF DRAIN K. MECHANICAL CONTRACTOR'S BID SHALL INCLUDE COST OF TRANSITIONS AND OFFSETS AS REQUIRED FOR DUCTWORK THROUGH JOIST SPACE AND FOR DUCT SECTION RD COORDTrIATION WITH ALL TRADES. OPENINGS IN JOISTS MAY NOT BE ALIGNED FROM JOIST TO JOIST. ALL CLEARANCES FOR DUCTWORK SHALL BE (EXHAUST OR RETURN) FIELD MLASURED BEFORE PURCHASING OR FABRICATING DUCTWORK. (�cFRD CONTROLLED ^LOW ?OOP DRAIN CFRD L INSTALLATION AND CONNECTION OF HVAC CONTROLS TO ENERGY MANAGEMENT SYSTEM PROVIDED BY TARGET. MECHANICAL CONTRACTOR TO NOTIFY AD AREA DRAIN TARGET CONSTRUCTION PROJECT MANAGER 30 DAYS PRIOR TO START-UP OF UNITS. TURNING DOWN AD M. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL. AND/OR RELOCATION OF EXISTING TEMPERATURE SENSORS,'THERMOSTATS AFFECTED BY N® KEY PLAN SUPPLY DUCTJ RWC O RWC RAINWATER CONDUCTOR THE DEMOLITION/RECONFIuURATION OF EXISTING WALLS OR COLUMNS. VERIFY CONDITIONS PRIOR TO BID AND COORDINATE NEW LOCATIONS WITH TARGET CSR. TURNING UP OR GOWN 24x12 N. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PE--WORKING/RELOCATION OF EXISTING DUCTWORK, SUPPLY AIR GRILLES, RETURN AIR GRILLES, WATER A _ _ -r7-1 INSIDE HOSE BIBB PIPING, GAS PIPING, WASTE PIPING AND VENT PIPING IN AREAS OF EXISTING BUIL[ZING AFFECTED BY RAISING OR LOWERING OF EXISTING CEILINGS AND/OR -TURNING 'JP INSTALLATION OF NEW CEILINGS. FIELD VERIFY ALL CONDITIOr' PRIOR TO BID. WALL HYDRANT — 0. CONTRACTOR SHALL INSURE THAT DEMOLITION OF EXISTING UTILITIES, "IPING, DUCTWORK, WASTE LINES ETC.., DOES NOT INTERFERE WITH "CONTINUITY OF TURNING DOWN SERVICE" TO EQUIPMENT, FIXTURES, DUCTWORK ETC.., THAT IS TO REMAIN.. RETURN OR EXHAUST DUCTDa SHUT-OFF VALVE P. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL. AND/OR RELOCATION OF EXISTING GAS FIREV UNIT HEATERS AFFECTED BY THE DEMOLITION/ TURNING UP OR DOWN 24x12 RECONFIGURATION OF EXISTING WALLS OR STORE "IXTURES. VERIFY CONDITIONS PRIOR TO BID AND COORDINATE NFW LOCAIONS WITH TARGET CSR. TURNING UP PIPING SYMBOLS _ NOTES: FOR THE PURPOSE OF CLEARNESS AND LEGIBILITY, THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH SIZES AND LOCATIONS OF EQUIPMENT ARE SYMBOL DESCRIPTION _ DRAW TO SCALE WHEREVER POSSIBLE, THE CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL OF THE CONTRACT DOCUMIENTS AND VERIFY THIS INFORMATION INCLINED RISE (R) OR DROP (D) 24x2o _� FCW FILTERED COLD WATER FCW BEFORE ORDERING, FABRICATING OR INSTALLATION OF ANY MATERIALS. Lij R (ARROW IN DIRECTION OF AIR FLOW) _i -- -- COLD WATER CW —� _ -- — -- HOT WATER HW r C`3 MAX EXP 1 IN 7 LENGTHSRECIRCULATING HOT WAIF_i RHW 04N ONE SIDED EXPANSIONoR MAx �°N,R 2 IN 7 LENGTIiS �—---- MECHANICAL VENTILATION NOTES : `" 14,CONTRACTION —� - claw - CHILLED WATER rHW 20x12 24x12 _ I— IRRIGATION I 01 INSULATE DUCT DROPS THROUGH ROOF WITH 1" FIBERGLASS EXTERIOR INSULATION WITH EXTERIOR VAPOR BARRIER. SOIL OR WASTE SEWER SS O PROVIDE WATERTIGHT DRIP PAN UNDER RETURN AIR DUCT DROP. PAN SHALL EXTEND 5" BEYOND DUCT OPENING CVD TWO SIDED EXPANSION OR MAX EXP 2 IN 7 LENGTHS ----- V----- VENT V IN BOTH DIRECTIONS. MAX CONTR 2 IN 7 LENGTHS CONTRACTION - SD__ STORM DRAIN SD 0 PROVIDE SMOOTH TRANSITION FOR SUPPLY AIR DUCT DROP THROUGH ROOF. PROVIDE FULL RADIUS ELBOW WHERE —� DUCT TURNS FROM VERTICAL AND HORIZONTAL. fir. 20x12 24x12 D CONDENSATE GRAIN D G��!7 PITCH HORIZONTAL SUPPLY DUCT DOWN TO DROP. SEAL WATERTIGHT. ARW ACID RESISTANT WASTE ARW AIR EXTRACTOR ARV ACID RESISTANT VENT ARV — - -- -- — -- BRANCH DUCT TAKE-OFF 1 2412 1 __— G GAS G MECHANICAL EQUIPMENT RESPONSIBILITY MATRIX USING RECTANGULAR EQUIPMENT MANUFACTURER FURNISHED UNIT GAS ELECTRICAL START UP FURNISH INSTALL EMS CABLE PROVIDE AND PROVIDE AND DELIVERY EMS CONTROL BALANCING DUCTWORK MAIN 12x1 12'\ - FOS FUEL OIL SUPPLY FOS BY INSTALLATION CONNECTION CONNECTION EMS CABLE EMS CABLE TERMINATION INSTALL SMOKE INSTALL SPACE SCHEDULE MODULE OF I j FOR _- - DETECTOR SENSOR (T-STAT) COORDINATION EQUIPMENT _ FUEL OIL RETURN FOR RWF TOP A INDICATED SEE SEE SEE SEE FACTORY SEE UNITS 17 18 19 & 20 ON DRAWINGS OWNER M.C. M.C. E.C. NOTE 1 NOTE 2 E.C. NOTE 2 E.C. NOTE 2 C.S.R. INSTALLED NOTE 1 — FOG FUEL OIL GAUGE LINE FOG AIR CONDITIONING AND AS INDICATED SEE SEE SEE CONDENSING UNIT AC-1 h CU-1 ON DRAWINGS OWNEP. M.C. N/A E.C. _ NOTE 1 N/A N/A N/A N/A NOTE 3 C.S.R. N/A NOTE BRANCH DUCT TAKE-OFF 16"\ LP LIQUIFIED PETROLEUM LP UNIT HEATER AS INDICATED C.L M.C. M.C. E C. E.C./M.C. N/A N/A N/A N/A E.C. C.S.R. N/A N/A • USING SPIRAL UH-1 ON DRAWINGS _ DUCTWORK MAIN STRAIGHT TEE UNIT MECHANICAL SYMBOLS UH-2.& 3R5 ON AS (DRAWINGS RELOCATED I"A.C. M.C. E.C. E.C./M.C. N/A N/A N/A N/A E.C. C.S.R. N/A N/A TRANSFER FAN AS INDICATED G C. M.C. N/A E.C. E. ./M.C. N/A N/A N/A V N/A E. . C.S.R.SYMBOL DESCRIPTION TF-1 ON DRAWINGS CCCNA N/A/ POWER ROOF VENTILATOR AS INDICATED DRAWINGS PRV-1 ON 1a"� DRAWINGS G.C. M.C. N/A E.C. E.C./M.C. N/A N/A N/A N/A N/A C.S.R. N/A N/A _ � --- �{-- FLEXIBLE DUCTWORK FROM TOP CONNECTION _ BRANCH DUCT To DIFFUSER 10BOTTOM CONNECTION GENERAL NOTES; 1. TARGET C.S.R. TO CONTACT TBSRC (TARGET BUILDING SERVICES RESOURCE CENTER) (TELE: (612)-304-8900 / FAX: (612-304-8119) —+-0+— DROP IN DIRECTION OF PITCH TO VERIFY TYPE OF EXISTING SYSTEM AND TO SCHEDULE START-UP OF ALL HVAC UNITS AND BALANCING OF SYSTEM. SP ITTER DAMPER I -- i 2. TARGET C.S.R. TO CONTACT TBSRC (TARGET BUILDING SERVICES RESOURCE CENTER) (TELE: (612)-304-8900 / FAX: (612)-304-8114) RISE IN DIRECTION OF FLOW TO VERIFY LENGTHS OF EMS CABLE REQUIRED AND TO SCHEDULE TERMINATIONS OF ALL EMS CABLE, INSTALLATION SPLITTER DAMPER _ SHUTOFF VALVE OF TEMPERATURE SENSORS, AND COMMISSIONING OF EMS SYSTEM. 3. THERMOSTAT SUPPLIED WITH UNIT, INSTALLED BY ELECTRICAL CONTRACTOR. SHUTOFF VALVE - - _. _— � ��6131 EAST 30TH STREET i- `'j 'IEDIANA EXI , IN. 69 19 Q DAMPER r WALL POST INDICATOR, OR HOSE BIBB AS NOTED �tc FAx <317) X19-r1926 DAMPER IN HORIZONTAL_ �----� -� �� SHEET INDEX SEE SCHEDULE SEE SCHEDULE OR VERTICAL DUCT III 24x12 yr WATER CHECK VALVE FIXTURE PLAN F-1 DATE (REFER TO MECHANICAL SYMBOLS 1 '20V. to FOR VOLTAGE FOR VOLTAGE FOR DAMPER TYPES) �� —� STRAINER SHEET SHEET "ri M STRAINERoo/wrltloo 24101161 opporill boron 16/1111110 orllloll --�- NUMBER NAME sN ups llobod work of 111 ArNlieel old oil of be eeplIcAl d, -- I - - �— STRAINER W/ SLOWDOWN VALVE M-1 MECHANICAL SYMBOLS AND ABBREVIATIONS __-CIRCUIT BREAKER uN0r1101U0i1 tltbot erllloo oa0al 0f Ib Arelifut 1 —SIF---- UNION M-2 PLUMBING / HVAC DEMOLITION PLAN .-LINE VOLTAGE WIRING--._ / dc CONDUIT) 1 HEREBY CERITIFY THAT TMS PLAN, S MFWATIQi, TURNING VANES _ A� M-3 PLUMBING / HVAC FLOOR PLAN r at DPMI WAS PREPARED BY HE OR UNDER NY N� v SWING CHECK VALVE DIRECT SUPERVISMN AND THAT I AN A DULY REGISTERED PRa'F:S.'^_':A._ 'NGIHEER UNDER THE TURNING VANES M-4 PHARMACY PLUMBING / HVAC FLOOR PLANS LA'iS OF THE STATE OF PRESSURE GAUGE _ "OPEN QUADRANT ❑ M-5 F,_.OD AVENUE / OFFICE HVAC PLANS 26,-98 OREGON DIFFUSER �2 INDIC,ITES DIRECTION I THERMOMETER ��P PROFESIp/ REG sneA DATEmN DESCRIPTION A: REFERS TO TYPE 00 M-6 FOOD AVENUE PLUMBING PLANS E� - 0F fHRO NU 12: NECK SIZE (SQ OR R — yr �� ,y 1 500: CFM I SMOKE DAMPER M-7 MECHANICAL DETAILS REFER TO SCHEDULE �, G Er- I - - 1 � ` 4, 10 4 L13 -r xPIRATIaI DAT[ 14 FIRE DAMPER M-8 MECHANICAL DETAILS AND SCHEDULES � ( I 0.IVER MAX MYERS, P.E. OR DIFFUSER TYPE) _I ~ OREGON BALANCING DAMPER ON-OFF SWITCH - � O� HOA SWITCH`J RETURN OR EXHAUST REGISTER g W/ PILOT LIGHTO /�. (TYP 2) MAX A 16. Dote lou DESCRIPTION B: REFERS TO TYPE 1 U MOTORIZED DAMPER 12x8: REGISTER SIZE -- ,I ei .JAN 9A 01=11E FOR POW AND 210' (REFER TO SCHEDULEFM MAG MOTOR STARTER(D FOR REGISTER TYPE) (D THERMOSTAT TTY'. 2) - -�i� ---- DISCONNECT SWITCH E __--- CEILING RETURN GRILLE ((�� e CONNECT NEW TO EXISTING (T� ) c-tax 1�-J --------.— --- DESCRIPTION C: REFERS TO TYPE MECHANICAL ABBREVIATION ---- 24xl2:GRILLE SIZE (REFER TO SCHEDULE SYMBOL DESCRIPTION "CONNECT SUPPLY FAN MTR. ONLY" O "KITCHEN" FOR GRILLE TYPE) HOOD -- ------ -S.A. SUPPLY AIR WIRING DIAGRAMS INTERLOCK A/C UNIT W[ EXHAUST a NIT HEATER ��__ R.A. RETURN AIR -- "--�------ ---- -- "��-- M- 1 T T° SCALE HORIZONTAL) C.0. CLEANOUT �0 �^- - EXIST. EXISTING �� '/ trg61tIs. 98101/T-345 c -- "--- ---- -- � (E) EXISTING ----- ,P_______------ SCALE y R.H. RODDING HOLE CITY OF 7lGARU 61111 NO SCJ- -_ POWER ROOF VENTILATOR- l r EXHAUST (I., ( z I RTU ROOFTOP UNIT Approved....... . l \ / Conditionally Approved. - - F:,r only the Wo s descn}�o m: prulq TlflO II11ECFilWICJ1L SYMBOLS 0 UH UNIT HEATER PLal�nlr No �_-_- 7I- v 3� - i (INTERIOR) (ROOFTOP) ... AC AIR CONDITIONING UNIT See Lrlu�rto:Follow......................................... ( � /INID,A9BREVUITI(1NS i ` � — —i Attactl......................... TRANSFER GRILLE & CU COtJDENSING UNIT •••_•••••'••'•' •• 1 1' 1 DUCTWORK �� - I Job Address: " — DN. DOWN DESCRIPTION D: REFERS TO TYPE DA►e: '�fOLy lw1Uu ES SAN. SANITARY w+w4wfi.. (REFER 24x6: GRILLE SIZE D-24x - • . r GRITO SCHEDULE NOTE: ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS. . FOR',1198-0004.I'LM98-0038 ... •• . 14109 SW hall Blvd..0100 ".'.' .........I 111 ,.. w:w.....-,nw-..•+.!ern+:.vr«"•..tw.s+-+"+.,.«w..ww.,..n....w..,...,. •.«Aww+.nw.°w, wawu•.,,".wp,M'. ... ...a•,w•. :. , .......n........ .«»�► .w.wwnwRww. w..*+`+„w"�w ..: ---- 11 ilr III II III III III I I III Iji III ! I ill III Til 111 III II1 111 III III 111 111 I'I III III !II I III III III 111 1111111 I�I 1 1 111 111 I�I 1 ! III III IIIIIII III III 111 I I IF TALE THAN THIS TF LITS 11 I I I I I I I 4I I l I tI I I 16 LRG T OI.P. THAN TH l�r NOTATION, �--__ - --�--__ __--�_ ---- �---... - _1 _---- -JL -- --� NT ae IT I• DUF TO THP OUALI Y THP ORIGINAL DOCUMPNT. -_r l 1L 01 L 61 1 B1 1 LT 9 11 91: V[ 6 1 G1 T T t 1 �6 �L 11J 9 �1► rf G T rung 30X VIII (III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII (III IIII�IIII (III (III (III (III (III IIIIIIIII1IIIIIIIII (III Illlllllilllli1lllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (III nllllllllllll 111114 I 111111IIII111 IIIIII►il1llll 1111 IIIIIII111111III111 IIIIIInI�II�I�llnlllln�lnl (4111111 Illllull .. .................. .. .................. .......... ...... 10 3 2 7) ... ............. .. ............. ...... ...................... PLAN NOTES 3b_0`8 112' ......... ............ ........ .. .... ........ ............. REMOVE EXISTING TRANSFER FAN COMPLETE EXISTING CONTROLS AND 5 112' 20'-11- 44'-0* 44'-0 44'-0* 44'-Om 44'-0' 4-11 rill 44'-0' WIRING TO REMAIN FOR CONNECTION TO NEW TRANSFER FAN (TF-2). I - . __ -(_-----I - bliCT 90W,-bit REMOVE EXISTING -5 112' SEE SHEET M-3FOR WORK, ................... R OCATE EXISTING THERMOSTAT, RELOCATE EXISTING THERMOSTA , ..... ........ E S SHEET M-3 FOR NEW AND GRILLES COMPLETE SFRVIN THIS ............. SEE SHEET M-3 FOR NEW AREA, ..................... LOCATION. I LOC(ATION, REMOVE EXISTING WALL HUNG E,W.C., CARRIER & RELATED ROUGH-INS COMPLETE, CAP & ABANDON EXISTING SUPPLIES IN WALL, FLOOR, ARCH IIECTS''' U-) ETC,, AS REQUIRED TO CONCEAL FROM VIEW, ................ .................. [-_j L 1c,-7 __ -�-- ��_ _ _�- REMOVE EXISTING WALL HUNG - FLUSH VALVE URINAL & RELATED 3 ROUGH-INS COMPLETE, CAP & ABANDON EXISTING SUPPLIES IN __ II-\ ( 1 3 1 II I' �I L WALL, FLOOR, ETC,, AS REQUIRED TO CONCEAL FROM VIEW Dessio Keith,Architect 1115 Allikslic Allege 71 17_7�— to tl 2- Alsolodo,CA 14501 31 11 CAP DUCT IAS REQUIRED FOR Tel 1111111111 RE-CONNE�TION IN CONSTRUCTIliN REMOVE EXISTING S.A PLENUM ---- EXIS ING A. 24/14 DUCT PHASE OF WORK. I n Felt 1111111111 ID COMPLETE UP TO S.A. CONNECTIM I �MAIN. I - I il _ . L AT EXISTING RTU-16, SEE SHEE REMOVE EXISTING DUCTWORK, D FUS4S AND�� 4 -------- �u RELOCATF EIISTING GAS UNIf HEATER, AND RELATED CONTROLS, SEE SHEET M-3 FOR LOCATION. CD (n !1 M-3 FOR NEW WORK, REGISTERS COMP�ETE. 11 11 1 `� ( i -_ .41 REMOVE[ EXISTING DUCTWORK AND n _j Y J1 LL DIFFUS�RS COMPLETE, u LWJ IX1 > L J J 15 REMAIN.-- �Q _j II _�LC�IST R U I k\ tIST, RTU-16 TO REMAIN k�,w m REMOVE E X I S T.�*L UE I II THRU ROOF COMOL:ETE. RE OVE EXISTING DUC7WO K, DIFFUSERS AND REMOVE EXISTI G DIFFUSER AND R VE EXISTING GAS LINES REMOVE EXISTING S.A. DIFFUSERS I I PATCH ROOF AS RE ISTLRS COMPLETE RELATED PUCTW RK COMPLETE. T NIT HEATERS AND CAP REQUIRED,0 AND RELATED DUCTS COMPLETE, U �u CAP DUCTWORK AT MAIN LtIE AS SHOWN AND REQUIRED (TYP. OF 3, 11 II AIRTIGHT AS REQUIREDch I II , AIPTIGHT. —EXISTING, 1610 FLEX DUCT TO REMAIN. N(jRECONNECT TO NEW DIFFUSER SEE KEY PLAN SHEET M-3 FOR LOCATION OF NEW if I)IFFUSER. CH --------------- ----- ---- '%�EXIST. RTU-11 TO ------------------ -------- --------------- ----- ------------- ------ REMAIN, II M II GENERAL DEMOLITION NOTES 1 CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR PROTECTION AND REPAIR OF ADJACENT If EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED AS A RESULT OF DEMOLITION AND/OR II II I I NEW WORK. If.-------- -AM-n rr r- 11111 2. CONTRACTOR SHALL NOT REMOVE FROM SITE ANY HVAC OR PLUMBING FIXTURE AND/OR EQUIPMENT UNTIL OWNER IS GIVEN FIRST REFUSAL. CONTRACTOR SHALL BE RESPONIBLE FOR DISPOSAL OF EQUIPMENT THAT IS NOT TURNED OVER TO THE OWNER. 3. WHERE PLUMBING, AND MECHANICAL WORK IS REMOVED, ALL LINES, PIPES, DUCTS ETC., SHALL BE CAPPED WITHIN WALLS, ABOVE FINS,HED CEILINGS, OR BELOW FINISHED FLOORS UNLESS NOTED OTHERWISE I SEE MECHANICAL DRAWINGS FOR ADDITIONAL NOTES AND INFURMATION. 4. ALL RUBBISH AND ')EBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF-SITE, AND MAY NOT EE ALLOWED TO ACCUMULATE, C-j I� II I ( I II I I I I i i �I II II II I 5. CONTRACTOR TO INSPECT EXISTING ROOFTOP UNITS AFFECTED BY THE REMODEL: CF .................... CV3 II II I I PROVIDE THE FOLLOWING_=.S AND/QR REPAIRS: 9 1 1. CHANGE FILTERS WITH NEW. ------------ --- J 2. LUBRICATE FAIT BEARINGS AND REPLACE BELTS WITH NEW. L 3. PROVICE ELECTRICAL. TESTING OF UNITS. CHECK AND RECORD AMPERAGES AND VOLTAGE DRAWS OF FAN MOTORS. cn 4 4. INSPECT AND TEST CONTROLS OF UNITS (I.E. MOTOR STARTERS, RELAYS, TRANSFORMERS, ETC.) '" tAND REPAIR AS REQUIRED. r 5. PRO'vqDE A GENERAL INSPECTION OF UNITS AND NOTIFY OWNER OF ANY ITEMS OTHER THAN MENTIONED 11 1 ABOVE THAT REQUIRE REPAIR OR REPLACEMENT. II II II I I 1 6. SUBMIT ALL TEST DATA TO OWNER/ENGINEER, FOR REVIEW. E If I • XISTING /4'C.WII REMOVE EXISTING C.W. LINE DOWN 11 1 11 II TO GRE N PLANT FIXTURE COMPLETE I -BACK TO, SHUT-DFF -VALVE-AS it REQUIRE. II I o II EXISTING SHUT-O�F VALYL- Tl� REMAIN, Cn I II LA)RIAC 6131 EAST 30TH. STREET 11I INDIANAPOLIS, IN 46219 TELE. (317) 542-1369 ------- - -- -- - - FAX (317) 549-0926 F, r------ - -f-Iti FIXTURE PLAN F-1 DATE II �I IIIRE.LOC TE (E) SUPPLY AIR DIFFUSER. SEE S�EET M-3 FOR NEW LOCATION, I I I ----SEE SHEETS M-5 & M-6 FOR sod voliellillsked work of The Artillool sod may iii be dipliggled. RELOCATE (E) RETURN AIR GRILLE-\ D::mnLITION THIS AREA. tied of disclosed 11111ii wriltes goololl of fig Architect mII II I AND EXTEND DUCT. SEL SHHET __RE�OCATE EXISTING THERMOSTAT, I It M-3 FOR NEW LOCATION) $E SHEET M-3FOR NEW LO ATION. II II I I It I HEREBY CERITIFY THAT THIS PLAN, SPECIFICATION. 1 11 11 11 lt�--4 OR REPORT WAS PREPARED BY ME OR (BIDER MY 11 L-- - ----, - . - - __ - - - - - 1 11 11 11 7 DIRECT SUPERVISION AND THAT I AM A DILLY F_ ---_ L _'I 'SSIDNAL ENGINEER UNDER THE -Z Z� iL 4 REGISTERED PRCIFli TF_ LAWS OF T S ATE (IF <E)FAN COIL UNIT--- T-11 OREGUN K L4 I TO REMAIN11 p H ope, DATE -26-919 IF 717F Lov REGISTRATION W.81808911 eIN P CO 9 EXP TION DATE-12-21-90 188 1� nj Cki OLIVER MAX MYERS, P.E. rgEGCII No. Date less$ L MA-K 26 JAN, 11SME F13R PERMT AND BW PLUMBING HVAC DEMOLITION PLAN I _\ _2 __1 22'-0- L -0, 241-Om 1 201-00 22,-0, 1 21-01 22' 20' 11 '_SCALE! 1/16'=V-0' i I 152'-4# 1 5 (4 ) (35) 4.5 4 3.5 3 2.5 2 1 1 ___ 1 1281-10 1/2,1 :),_O� I I prolsell Is. 98101/T-345 20'—Ov 1 22'-0* 22'-W 1 22 22'-0' 1 20'-10 112- 1 B 1/16'-1'-0' of alibi Title ��eulNnc / HVAC NO WO�K m ON C 1 7) PLAN Lesotho SL .................. - - t ......... ............................... ........... .... .................................... ............. ............... • . ............... ............... .......... ....... .... .. ........ .. ....... ... ... . ... .. ......2......I.... ..... ............. ...... ................... 2 _ PLUMBING HVAC MEZZANINE DEMOLITION PLAN ................ ......... 1..... .... ..... ..... ............................. .......... 'd 1-99-0004,PLM98.0039 SCALE( 1004 SW Hall Blvd.,#100 ......... ... f 14 1j III 111 III III i 1I PI f►ill I Jill I I !1111� 1-1 U I IF TIIJS DOGUMFNT IS LESS {�c,�rust �b, ��9 -- �I LEGIBLE THAN THIS NOTATION, L �- 41 _! - - ! �l- -► 6l_!-I_! �i�_! IT IS DUF TO THF, QUALITY Of 0,=�FF7 THE ORIGINAL DOCUMENT. 69 L VIII II►I 111111111 (III IIIIIIIII 1111 (III (III IIIIIIIII (III (III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII (III IIIIIIIII IIII�IIII (III Ilii 1111 IIIIIIIIIIIIII (III(III (III (III (III (III (III (III (III (III (III (III 11 11111111 i (III Illi (III (III (III (III(III (III (III (III Illllull J if ...... ........... . ..... .... 2"G. DN ON OU 1 SIDE WALL,- 6 5 4 3 2,8 � 1 0 9 U,8 0, 7 U,6 0,1 0 /� TO GAS METER. SEE DERAIL � LAN NOTES 3/M-3. 4c�Q'-8 1/c�'° 44 STUBS FOR N ON 1 NEW 15'0 S,A. DIFFUSER, 1050 CFM. DIFFUSER """" (E)GAS METER 12 - 3y"' -8 1/2' _ _ 3'-0' OF COV R, J4'-Q' TO MATCH EXISTING SALES FLOOR DIFFUSERS, - -- - . ...... ' 'T- ..' ' -1-- - ' I \2 NEW 15'0 S.A, DIFFUSER, 1050 CFM. DIFFUSER 5 1/2'- 0'- ' _ 1 44'-0' 44'-0' a4'-0` 44'- i�" 44 -0 ice- 44 II° I • IT - ---- -------------- 18'-7 25 —� 20'-11 22'— �' I 14'-8 33'-8 1'-4 TO MATCH EXISTING SALES FLOOR DIFFUSERS. """" 36X10 OPENING IN RELOCATE E 24X12 GRILLE - - -- --- - -- 1 / . fU WALL 30 TF 14 ,1 1ex6 --4' DOWNSP UT DN. 1 -fir O3 NEW 15'0 S.A. DIFFUSER, 1050 CFM. DIFFUSER \ I 1 RELOCATE (E) 12X12 GRILLE I 2 -L-12X12 285 3X10 OP KING IN r, CTYP, Or ) W/C.O. AT 1 -6'A.F.F, (ll TO MATCH EXISTING SALES FLOOR DIFFUSERS .. . ........ E=2024 300 I(TYP OF 3) WALT_ I I I _ . INSTALL IN BT r-- SEE DETAIL 7/M-7. II 10X8 ❑F DUC 2X6 I INSTALL IN BTM. 1 I (4)NEW 15 0 S,A. DIFFUSER, 1170 CFM. DIFFUSER -�' OF DUCT 4' 81/ S E 4 Q1/8' SLOt I Ln I `� TO MATCH EXISTING SALES FLOOR DIFFUSERS. 44*6�11.1.8 1�... r I 4 ST. STUBBED FOR CONE ION �SUPPL.Y AND RETURN AIR DUCTS UP TO RTU VR 0_!\ -- - I F-36X10 C,Sl, �.Q. ON ROOF. LINT TOP pF I 24X6 BY OTHERS. MAINTAIN A IN.ILLE AT 6' -� - _. MOUNT TOP OF � 3'-0' OF COVER. I NCT USED. DaN1 R4rtl,Architect GRILLE AT 6LOW CEILING. 14x10 10X8 / 16 10 12X10 10X$ M-- (4')RD-1 K t �- BELOW CEILIN L2llb 111lA01atIcA�II►aII ru EXIST. 30X20 _ - __ K 7 NOT USED. Alameda,CA 18X10 I I W/C.U, AT V-6'A,F.F. I o �� NOT USED. Tel 111111111111 fl-24X24 4' DOWNSPOUT DN. I �0 l O 4X14 j 1 16X12 1 24X16 22x10 TYPICAL r - _ I - - - 1 16 3 20 2 2� 1 °{ ` t t O 0 u 22X22- ] EE �Ei,ft 7rar-�. - Fu 1111111111 3 4')RD-1 o K 2 09 RETURN AIR PLENUM 3'-0' LONG, 1/2' GALVANIZED ® SCREEN FOR DUCT OPENING RUN TIGHT I 1628 SQ. FTJ I I MESH , / + TO BOTTOM OF ROOF JOISTS M , EXIST 24X14-� - NLW L CATION OF 11 NEW LOCATION OF EXIST. RTU-16 -1 .6X20 L�T1(PILAI S.A. DUCT THERMdSTATlS -� - 36X16 - _~ K p 10 GAS PIPING ON ROOF SUPPORT GAS PIPING ON EXIST. RTU-16 EXIST. SUPPLY AND RETI'IRN AIR 17 I 1 1"(270 CFH) - - �� - - -- \ O R001 AS REQUIRED. 26X16 THERMOSTAT CONNECTIONS AT RTU 1 24 -� 16 4 O 1 r I O ROOFTOP EQUIPMENT, �If 10 2-(1 654 CFH RTU 11 SEE DETAIL 6/M-7 FOR GAS CONNECTION TO J _ - -- T - - -- � 1 _ � 2"1585 CFH 10 I 18 , • I 2608 2 '6004 3x20 I G I _ G -1/2" C W. DOWN IN EMPTY G I 2X12 '� `) 12 CONTRACTOR TO VERIFY SIZE AND LOCATION OF IL 4X 4 POWER POLE, SEE 1/M-7 TO RTU IS I II (E) GAS METER, CONTRACTOR TO COORDINATE WITH 2 70 28 0 I LOCAL GAS UTILITY, FOR PROPER METER SIZE TO o HANDLE 16340 CFH GAS LOAD ADDED TO EXISTING 17 EXIST. SUPPLY AND RETI)RN AIR- 1 I CONNECTIONS AT RTU, EXIST RTU-15 10 1 "(1295 CFH) 3x16 17 METER. M �?► _ 4 2 X10 13 SUPPORT GAS PIPING ON OUTSIDE WALL AS REQUIRED, {; EXIST. 21/2"C.W. r 3/4" 1 - I H.1 14 RECONPROVINECT ECR TOEXISTING FAN VC�ON1'ROTH WALL S AS ARE AND t 3/4"(69 CFH I I EXIST 16'0 FLEX, � . - - - - - 1 L S EQUI ED N KEY PLAN I 1 j 3/4" DUCT iRELOCATED. MOUNT AT 10'-0 A.F.F. H 15 RELOCATED 12X12 GRILLE, EXTEND DUC� AS REQUIRED. t r1 - pCONNECT N�W 1" C.W. TO (E) JI - RELOCATED 24X12 GRILLE, EXTEND DUCT AS REQUIRED. 2/2" C.W. ,�� REQUIRED. I � � I I II°I , UH I � o I EXIST, TU-11 20X8 LL`__ 3 I 1� E.C. TO PROVIDE AND INSTALL SMOKE DETECTOR IN • MAIN RETURN AIR DUCT, AHEAD OF OUTSIDE AIR 1 I + � 4X14\_ 4 TYPE B FLUE U THRU 1 I 80 ROOF, SEE DETAIL M-7. INLET. f� I I I T YP. OF S) E IL �0 G,2 { l I UH U MOUNT U.H. 10-f' A.F. 3/ 2 11 TO BOTTOM. SICEI I - DEJAIL 9/M-7. C7,1 I I I i I 1'(245 CFH 1 I �p G - - - - -- - +- , — - - /4 - - - -- - - - — I C) 'G, DOWN THR 4' TYPE FLUE UP THRU `d" 'P DOE. ROOF, SE DETAIL 5/M-7. I 20X8 C'9 � i?a M I I I IT 1 1 10 11/`�"(1050 CFH) I $4X18 9 17 I 6' 11 SLOPE N 24X12 -- RTU 6'S TUBBED FOR CONECTI❑N BY OT ERS. MAINTAIN A MIN. 17 0- - - - - - - 3'-0' F C .E�. 10 11/4 CFH 1� 60X24 C) 6' DOW SPOUT DN, 0 o 1 I 11 o W/C.0• T I'-6'A,F,F. ° SEE D AIL 7/M-7. (n 04x20 _ 24X20 (6 )RD 1 v M I I ! 3 X24 (6659 SQ. FT) 1 NI11 E � I I ! I I I STALL DUCTWORK AS HIGH AS PO SIBLE, 1 11 &E — I EXIST. 21/2"C.W. N DUCTWORK IS TO BE INSTALLED BELOW C-24X10 _ _ _ 1 0' A.F.F. 815 —OE CONNECT NE� tY2" C.W. TO (E)--- 21W E)— I I I 21/1" C.W. A REQUIRED. I `� I I I 10 11/ (570 CFH) 24X12 ,� 24X12 I v J 1 , 6 � 8 SLOPE 1 6'ST. TUBBED FOR CONECTION - - - - - - - - I - 3' OTHERS, MAINTAIN A MIN. 3 '0- F �E�1 J / �._ I � 6 DOWNSPOUT DN, ID I I I 84 9 17 W/C.Ck T 1'-6'A.F,F. I I I I I X18�� I I I SEE D� AIL 7/M-7. ( I 11 I I I (6')RD-•1 v I I + I ! 1600 LBS. RTU i (4964 SQ. F'T) I I I 21 I I �\ RT I 32X12 11/2" I I I - ------- - ----- H. STREET ------------�_=_C - - ---- -- 1 - - __ 32X12 --- - INDI EANAPOLIAST ISSr IN. 46.-19 - --------------- ly T 5 C TELE. (317) 542-1369 I I 17 5 I RTU I j r_------- FAx (317) 349-0926 20 I I I I ' I I III 11 _ 11 0170❑F cu " ( I I " _ -i - G , FIXTURE PLAN F-1 DATE I I _ 1 II I I 3 ,4" 9 O II i / C - I I I I I I -- CFH) 1 I G o DrIIIIII ul Irllla vcllrld appulll hotels call11116IrIIIIII 1 r- 1 I IH II 11111k1/Ilrt N the Aribilect III III IIt N 1 to t `t . 3/4"(69 CLH) 10 REFRIGERANT PIPES UP TO I I I I � -- - 1/4"(480 36X20 60X24 � I t IN III, CONDENSING UNIT ON R OF. 11 I I I I I CFH) 1 Ball IrIbct+al Illbsel Irllta Small N III Ardllal p 24X8 16x12 NEW LOCATION OF (E) IR.A. I r1 GRILLE. EXTEND (E) FLEX.�\ I I I I I I I I 1125 1 HEREBY CERITIFY THAT THIS PLAM, SPECIFICATEIM, ----- - IL_ _ �__ I I ' 32X12 - ---___- , DUCT AS REQUIRED, - - - - -- ----------------- - -- I (IYP, OF 8) I ME OR TINDER Mr ; - REGISTERESUPERV SIGN AMD BY I UN D THE J -- � REPatT PARED -�u- IRECT E AM A DlatY D Rte- SSIDML ENGINEER - I - -8' e1 ' $ ❑ LAVS [IF THE STATE O f 1 r ' (E)FAN COIL UN T _ nREGQd = T❑ REMAIN (' i I I 1 I I 1 - I - _ Y I I I 8' DOWNSPOUT DN, �P�n PROFFS DATE I �, �. .r. _ I �W/C,4.r-, T V' 6'A.F.F. ��GINCF,9 'S'ip CO NEW LOCATION OF E) — �- �.Q. 0 18 09 y, REGISTRATION No, It3889PE ru N SEc SHEET M-4 FOR T ----J I ` ( SEE IfE' AILOA �' �' EXPIRAT113N DATE. FAN COIL UNI, , WORK IN THIS AREA. __, r - ---- ---- - - - _- THERMOSTAT I a = - 125' 3M - - -- ( <6') D-1 OfiEGON J NEW LOCATION OF E) I i , I o� 6o OLIVER MAX MYERS, P.E. OA w - _-- - -- - - — - — _ S.A. DIFFUSER _ 011 - ---- - -) - - - - - -- E ? MAX ` '``^-_� �1 I AC I I � ��i(, �.i -__ '- � Is. DTII IIfl� 6.6ROUTE I- C NDENSA PIPE CONDENSATE PUMP AND S MP. MOUNT 8'ST, STUBBED FOR CONECTION CONDENSATE PUMP IN hI ;PACE. 1 DOWN IN W LL, TItI�U EXTERIOR WALL I BY OTHERS. MAINTAIN A MIN, 1=1 FIX TAND III - PROVIDE CHECK VALVE T PMP - 'F - -I}- A' 3'-0' OF COVER. t PLUMBING HVAC FLOOR PLAN DISCHARGE, L 1'4'-0' - I 20'-0" i 2'-0• I 22'-0' 22'-0' 1 22'_0' 20'-11• 1'-6' 36'-11' 36'-0' M- SCALE, 1/16' F-(l' • 152 4 EXISTING 2'6. UP TO ROOF (2049.5 CFH) NEW 2'G. IJP 70 ROOF (1634.0 CFH) 5 4,5 4 3.5 � 2,5 � 1 0.9 0' 7 O RECONNECT NEW 2'G. TO � EXISTING 2'G, LINE AS EXISTING PRESSURE REQUIRED,----__ ,NEW UNION 4.5 5 4 3.5 3 2,5 2 1 REGULATOR \ NEWT HU OFF VALVE GAS PIPING LOAD SUMMARY -- � - NEW PIPE SIZE AT METER_,_ _ 3" 128'--10 1/Z" `�''� !A -3" (3683.5 CFH) EXISTING GAS PRESSURE_- _ 2 PSI I 20,_O I 22,_O. I 22,-�• I 22,-OM I 2G�,-0, 12Q -10 1/2, I EXISTING CFR FILTER- EXISTING GAS_ METER LOAD _ --�_ 2049.5 CFH EXISTING \REMOVE pro1.oIIs. 99101/i-345EXISTING LINION�-J GAS EXISTING 2'G, AND RECONNECT �+ ADDED LOAD - -`_ 1683. CFH _ _ D METER NL'W 3'G. T❑ EXISTING GAS METER AS NEW TOTAL CONNECTED LOAD -- -- - 3683.5 CFH - - - - -- - - D - TOTAL DEVELOPED LENGTH OF EXISTING PIPING 750 FT. I I I EXISTING SHUT-OFF VALVE------ J ___ REQUIRED. Nell AS NOTED- _ UNLESS NOTED OTHERWISE L_- _ ! MIIIII IHII PLUMBING / WAC NOTE*� I I \ (TYPICAL) E-0a 1 ALL PIPE SIZING PER UPC TABLE 12-4. _ I ('') EXISTING GRADE �� P� 2. COORDINATE ALL WORK WITH LOCAL UTILITY. N O W R K C7 I I of XISTING INCOMING GAS SERVICE -- - - co N❑TE, - ---., -- LNItIN ��__- - y- ---- _-- -- - 1. COORDINATE ALL WORK WITH LOCAL UTILITY. ..... 2. GAS PIPE SIZING BASED ON 2 PSI GAS PRESSURE, ------ - -- f t PER UPC 1994, TABLE 12-4• HSN, -. 3. TOTAL DEVELOPED LENGTH USED TO SIZE PIPING IS ••• .. 750' TO LONGEST RUN. THE LONGEST RUN WAS TO EXISTING EQUIPMENT 2 PLUMBING f HVAC MEZZANINE PLAN GAS METER DETAIL M-3 - - - ---- - - SCALE 1/16' - 1'-0' � ... .. .. ,I 19h n n l 1'I.M9S•UII18 nlo+ :nlsl\d.uIoll M 3 NOT TO SCALE .f la IF THIS DOCUMENT IS LRFR Ilr Ilr III III III III III I I III II I I III III 111 111 III !Ir 111 I 1111 111 III III III III 111 1 I III 111 111 ill 111 til rll 1 1 r11 111 1�1 1 ! III 111 III ll! III III III I I LEGIBLE THAN THIS NOTATION, - ---1 __ �..� --- 1--. 6 -_ _�L_. -- -L--- - -L-- �o ---� ut If l 1T IS SUR TO THE QUALITY OF � -"" -- (� THE ORIGINAL DOCUMENT. --� -- �- -- -- - - - - ---- - - - - -- -- - �., �l "�1Foiiiiii-Illig. + I G , 11-1n nn nn lul un nn n111-1111, nlllull 1 - ............. C8 SEE SHEET M-3 FOR 7 CONTINUATION T� - 24x8 � A�GN1tEGi6 1/ 16x12 dfL7L11 O11/2" \ \ I TRAP PRIMER VALVE.-, /y, 10X6 EXH. DUCT UP PRV-1, ON ROOT D11111 Ne111,Are1111c1 PROVIDE 12x12 ACCESS I U TO RTU-20 2" 1 t/'1" \\\ I PANEL IN PLUMBING �� _ _ __ _ 1118 Aliullc Ae/111 `\\ � WALL FOR SERVICE 1CW � }_� _ - -- - - - _ - _ -L A11m1/1,CA 14001 TO FIXTURE j' 16;�2 100 —1 ji125 --� 24X8 /11/2" /�� --22\ \\ 2 ry ,1s 1'/z � 1/2"CW toxlo B FulH1111111 1 � I -, Y/ I I _ 112X12 - _ - 4 5� '-2 �-1 t/2" �-FLOOR DRAIN �_1/2 CW THRU SLAB / 12" L D'I' I1� qr._ BXE 1/2"CW IN PVC SLEEVE l_.�� 200 200 I r, �1 I 1� / BELOW SLAB - �``` 200 F 100 rf 200 q - _ - _ ----- -- - - ^_ 4"- I I c / 12X6 v.. MOUNT TOP AT 6" s WASTE AND VENT PIPING DIAGRAM 4 TRAP PRIMER BELOW CEILING M-4 NO SCALE -- --y-- -- - —`—� M_4 NOT TO SCALE PHARMACY PLAN -- HVAC ----- - _ - --- - _-_ _- _ -- KEY PLAN M-4 SCALE: 1/4" 1'-0" SEE SHEET FOR CONTINUATION. 11/2"-j 1/2"- j I I -- ` I WH-2.. BELOW -- - -•- - - LAV., SEE DETAIL THERMOMETER (TYP.) —, O SHUT-OFF VALVE (TYP.)- REMOTE DISPENSER - CONNECT — - F-3H - 11/2"W V HEADERS C 3 I do 1 SUPPLY OVERHEAD TO FILTER + + 3")RD-1 UNION (TYP.) J BELOW SINK. LOCATE BOTTOM I 767 SO FT.) _ 1 �V � OF DISPENSER 48" A.F.F BY I 1r2"V.-DN. THRU FLUOR TEMPERATURE CONTROL VALVE OWNER. L 1� I " I TRAP PRIMER, WITH 1/2" .� 2" I 2" I CW TO BELOW SLAB IN I:V INSTALL RECONSTITUTION SYSTEMX I _ PVC SLEEVE SEE DETAIL (� T FILTER/TANK, BELOW COUNTER, 1 1i/2" 4" 4/M-4. �� SEE. DETAIL 13/M-7, BY OWNER1 -- - �' ----0- - 3"01/8" SLOPE AIR GAP FAUCET BY OWNER. 3/4" _ - 4"W.-DN./2"V.REFER TO MANUFACTURERS—RECOMMENDATIONS FOR _. _ I�STRAINER TMP. -"` --` 11/4"CW-DN., BRANCH 11/4" TOMOUNTING REQ'MTS ( ) W.C. AND 1/2" TO TRAP PRIMER.CHECK VALVE (TYP.) WH-1: BELOWW.-DN./11/2"V. "V.-UP/f"V,T.R. /COUNTER, SEE 3/4-C.W.-DN. IN WALL; 4 3" DOWNSPOUT DN. W C.O. AT A FIN. F!�OOR 12/M-7. BRANCH 3/4"C.W. TO ��/ 1 6 A.F.F., SEE DETAIL 7/M-7. r SINK AND HEATER. Ot/8" SLOPEK�tt va�" TEMERATURE CONTROL VALVE ,3" STORM SEWER STUBBED FOR M-4 NOT TO SCALE LLJ /1 6" SAN. SEWER STUBBED FOR CONNECTION BY OTHERS. MAINTAIN CONNECTION BY OTHERS. MAINTAIN A MIN. 3'-0" OF COVER. 2" 2 PHARMACY PLAN - PLUMBING A MIN. 3'-0" OF COVER. I \ M-4 SCA:.E: 1/4" = 1'-0" 3"FUNNEL 2 DRAIN ' / �<_3" / .0, ;rr / LAA / IA r-6131 EAST 30TH. STREET TLLE (3P177))I542-1369 19 2" �_Z FAX (317) 349-0926 r 2" FIXTURL PLAID F-1 DATE �2" `\ I EXIST. 4" SAN. SEWS \ \ \` EXIST "r1 D►Ie11/111/1rH1e1.ateriel IIpelrlq lerell ca111t11/1r141p1 . , V.T.R. Tel 11(11/1111e1 lent of tle Arellreel 111 may lot be Ig11e1lel, 4" FLOOR j .10 `\\ weed or 111eleee11111e11 erlilel Terson of The Arellleel SINK \�\ 2"-,. // / 3"FUNNEL \. I I HEREBY CERITIFY THAT THIS PLAN, SPECIFICATIDI, 4" 4- SINK ` moi! DRAIN '\\ LWMJI MY REGISTERED PROFESSIONAL ENGINEER�UN THE k / /// \\ I 11/2" i .. DIRECT SUPEVSICF�THEDSTATE OFT I A DULY SINKLOC \` 2" /// I `3» �`\\ EXIST. 4"V. / 1 f -- — — \C� /// /) � " � /// /// LAY: I``�'/ I ' E� PROF • HATE 1-28-98 OREGON — a" c `' �� 2 /� LAY, �``P INE Fss� REGISTRATION N0. MUM �; ANG Fq o kk / 1112" 2„ `'� 18889 J_ EXP TION DATE _ — YXIST. 3" SAN. `\\ XIST. 4" SAN. SEWER ��\ I / \ 3" !I /// 0111150 G A OLIVER MAX MYERS, P.E. — 11W 2MAX" 1/. Dole IIIIe 3" 3"FLOOR -- /' DRAIN 86 JAIL 99 11UM FM PERIQT AND MW 0 Y XIS%3" SAN. \\ WS;,I` -3" XIST. 3" SAN. �\ / I/2" EXIST. 2"'V. / 4 L l SEXIST. 4"V CONNECT NEW 2"V, TO- 4" Y EXIST. 2"V. AS REQUIRED. \ 4» ,3» L4 ---_ Preleel it. 98101/T-345 I J t)'IST. 4" SAN. SEWER " 11111 114 V-0* // Dr1dN 1111e ENLARGED EXIST. 3" SAN:-, PHARMACY PLM AND DETAILS La111e1 1MiN[i1 ... .......• . : '..:....':'.':' 6 WASTE AND VENT PIPING DIAGRAM ::.. M-4 -------- --_ _ _. - ----NUT TO SCALE :;; ►: """'*.*"*""""' .. .. ............M...... . .... ..........................I—-... ...... ................... .... ........ 5(198 u)T8 gog9 50004.PLMg8-t . ........... W Hall Illv(I,tt l(1(I 14 1F 'fH15 DOCUMENT IF LESS ?Trull III III Ill III III I I Ili til III Ifl IIIIIII I'IT 1�T r1T ,(1 rli I f fll r11 TII rll III III 111 I Ili III III III 111 111 11 1 1T� Th T T III IIl-TIL 111 IIl 111 III 1 I � ',.,�T"`�'�� '"�x`"`�°" •' Y • •'✓'"" •�";•' '"'"""""•• '"""----'-""'"'�"-"•- • .__.--__. 1 I ( 11� I ( 3 14 1 I I T i I � ! I la I I8 I 'l � '� 1 __ _1 _______ l 1 _- 1_��__� _-_ __l_ 1 _ 1__ __ �____ 1. ____l 5-�- ,b LFGIOLF THAN THIS NOTATION, r�..�, IT 1 , DUE TO THE QUALITY OF - -- - - - No.ae �• __.. cl ul TIIF ORIGINAL DOCUMENT, ! 61[ ( B11 GniLit �[ �8 L9 4 1IIIiiIIll�lilllllll I�I;�IiIi!ilu�Ilil lillliiii illillln Inl�!iIl Iuilull nnlilil�lllllulll f . .................. . ................. I................. I I ... . ' :....' I , I I y 34X14 R UP TO RTU--2105 I I ...... .'.. •.'.'........ RTU SEE DETAIL 4/M-7 'Ree' 21 .. ' - - - - - - - - - -- - - -- - — _.— - --- - - - _._- -- Iac 18 S.A.S A UP TO RTU 21 0c :��:0>111•Tf'OTO.... 12 I I I I I I Donald Meal,A reillect I J 275 LL-$ I I ttlf Allullc Arae I ,-------r`� Icy7l - 275 I I 275 _ . . Allende,CA 14111 - �) 20x16 Tel fl — 1 1 If1111 Fu f1111f 1111 10 B L� I I - B-24X24 ia�la \\ 18X12 I I I 0�L .� I \ \ III I / SELF-SERVICE IBEVERAG 275 -- -- - - - - -- - _ - - _ T R U-�21 1I1�4X10 ,2 i 'i l I I Q — - -ICE I l I1r L 112X I IF _._..—_. o IS 16X,6 -- -- I TO REMAIN. —- - -,r_ / Z 9 ,0 , /�/ I + _ - IGE1t' PLAN 3 � � 275 215 a I N� w 2 I 12X6 tv I + I I EXISTING 14X14 EXH. I �Ly- I+ I ! + --- 2 f I I I i DUCT UP TO PRV 1 I II I I I > I - - I I F IG ON ROOF TO REMAIN. H I I I + / L<._`_=_. 12X6 I � _ E�14 I II 1 ------ 465 I I / 'EXISTING 26x12 S.A. DUCT I I UP TO REMAIN. TO TF-3 / / I B 13 �_�.�-' ( i PUMP B L a . 0 _ - -nnTTNG 24X74 R.A. 1 fj - - - - - - _ - - - - -�— - -- --_ _ - -- R 1 c�� GRILLE TO REMAIN. 1 3 1 I _ —��N ��1ERR DUCT _ N cV T01 FISTING 14X14 EXH. DUCT AS, EQUIRED. ,��,,,,,,jjj 1 EXISTING 14"e S.A. DUCT �-1•-�' 1 0 TO REMAIN. _ 7 013 / 4 ----- l YEXISTING 14'6 S. UCT �.I J -EaCXISTING 26X12 R.A. OIICT _ _ _ UP TO REMAIN. - -_- = - ---- TtiS�ING VVT-10 - - _ -�*16T*JG VVT-10 I � TO REMAIN. ----__ ----1---- --- ----I ----- � 1- � I -- L- _ t=_ TO REMAIN. L- EXISTING 14X14 E J 8"e FLEX DUCT Y DUCT TO REMAIN. - •` •� •••`� - - 24XB --.- -- _ -_. - - I 1sT. 12x12 F�_� I \, X ,' IST. 12X12 I 0 I � r + G ETEND EXISTING, 8"e FLREMO � EXISTING S.A. -1 � - rjL� JI \`�g - CT TO NEW DI SLOT IFFUSER COMPLETE (-'ail 220 � _� IL I w 1 � 0 ( L J� EXI tr t X12 Ex NG 1 X L 11.� --- - 1 B �_� EXIS 12 12 NG 12x1 OAL - - -- - -- - - _T �� TI l �2EYHAUST r _ A - -_F- O B EXH. f(EGISTER ` 0 CFM. R GI TER TO REfJf N. I� �1 _ I- T, 12X6 IS 12X6 `l a it �� - _ I I - Ll I 4 O Z�EX — - -- i—- \�� RE ALANCE EXISTING 12X12 -- -- - �� ISTING 12x6 EXHAU EX STING 12X12 EXHAUST I I EXH. REGISTER TO 525 CFM. — REBALANCE EXISTING 12X6 t , REGISTER TO REMAIN. REGISTER TO REMAIN. ' I ��`� - - EXH. REGISTER TO 135\.CFM. I I I 131 AST Th STREET INDI EANAPCLIS IN. 46219 TELFAXE<3:7Y 549-0926 9 l� FIXTURE PLAN F-1 DATE Dr6vlgo sod vrlfloo nlvitl 6pNor160 6erel6 ceeelllelo er1gINl 2 . 5 2 1 (2). 2 1 1 �U ul Npv111rke/work N tiv Arvlllvcl NI oil NI IgNvvlvl, �- / ___//// Nva er IleeleN/ 11!6611 vrltlN coolest of Ile Are1NN1 I HEREBY .ERITIFY THAT THIS PLAN, SPECWMATMN, Or REPORT WAS PREPARED BY Her Ot UNKIN NY DIRECT SUPERVISION AND THAT I AN A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS IF THE STAT', OF _ FOOD SERVICE HVAC DEMOLITION PLAN FOOD SERVICE HVAC FLOOR PLAN _--AEGON M-5 �_----_ -- SCALE: 1/4" 1'-0" ,FPPROEss DATE ?- �_--- SCALE 1/4" = 1'-0" M-5p N F9 'U� REGISTRATION NO. Q ___ f '�9 r EXPIRATION DATE-nom_ OREGON OLIVER MAX MYERS, P.E. DEMOLITION PLAN MUTES: oQy ----- MA)( b. 0616 INN EXISTING WT BOX, THERMOSTAT AND RELATED CONTROLS TO REMAIN. HVAC PLAN NUTS OEXISTING S.A. SLOT DIFFUSER AND RELATED DUCTWORK TO REMAIN. t>!i .JAK !!1 'Ittl� FOR IrUlQT NYS lam INSTALL NEW BALANCE DAMPER INTO EXISTING EXHAUST DUCT. O REMOVE EXISTING S.A. SLOT DIF-FUSER AND RELATED DUCTWORK COMPLETE. � EXISTING 14X14 UP TO EXISTING PRV-1 ON ROOF, REBALANCE TO ,3fi0 O4 REMOVE EXISTING 24X8 TRANSFER GRILLES AND RELATED DUCTWORK CFM. REPLACE BELT AND SHEAVES AS REQUIRED. — COMPLETE. �V EXISTING TRANSFER FAN TF-1 TO REMAIN. 5 REMOVE EXISTING VVT BOX, THERMOSTAT AND RELATED CONTROLS COMPLETE _ O CONNECT NEW DUCT TO EXISTING TF 1 WITH FLEX. CONNECTION AND EXISTING 8"e FLEX. DUCT TO REMAIN. RECONNECT f0 NEW DIFFUSER TRANSITION Ac REQUIRED. _ SEE 2/M-2.2 THIS SHEFT FOR LOCATION OF NEW DIFFUSER. �) E.C. TO PROVIDE AND INSTALL SMOKE DETECTOR IN MAIN RETURN AIR _ �7 EXISTING TRANSFER FAN TF-1 TO REMAIN. DUCT, AHEAD OF OUTSIDE AIR INLET. ORFMOVE EXISTING 24X24 GRILLE AND RELATED DUCTWORK COMPLETE. - -- O EXISTING 24X16 S.A. DUCT, 26X14 EXH. DUCT UP TO ROOF AND EXISTING SF-1 AND PRV-2 ON ROOF- TO REMAIN. 10 REMOVE EXISTING S.A. DIFFUSER AND RELATED DUCTWORK COMPLETE. fMMNfy. 96101/T-345 11 REMOVE EXISTING WT BOX, THERMOSTAT AND RELATED CONTROLS , COMPLETE, AND CAP DUCT AT MAIN AIRTIGHT AS REQUIRED. (12 REMOVE EXISTING S.A. DUCTWORK COMPLETE. 13 REMOVE EXISTING S.A. DUCTWORK COMPLETE, AND CAP AIRTTGHT AS REQUIRED. MBBIq TIIIe FQQp HVAC PLA% lN6MeB MIND AB. • ' • lisisisisis.. .............. 51198.00ITa.PLM98-0038 . .. ........ ......... ............ .. . ...... bill Illvd.,N 1011 ``�I I.1 ...._.. .....,,.,..«--..",.�,..,,..-.....,.»>,.-mow " .....�...,r,.,«,..,., l Tf'1'I ! A l l i I I I I I 1 j , 1 1 1 1 1 1 ! I I ! ! l 1 1 1� T TI 11' T ' I!t'litIIIIIIIILI !IF T}{lc DOCUMENT T5 LFSS - ---� i --I-- -- 41 � I � I 11LRGIBLF THAN THIG NGTA'fTON, — 1� _ - IT IF DUE TO THE QUALITY OF - �- _ THE ORIGINAL DOCUMENT. A-1— r — -- tt I rNo.ae�III�IU�IIII IIII�NII INI�IIII�IIIl�I►11 IRl�IN►IIII�IIN NN�lIII IllI�IIII IIII�NIIIIIIIIIIII IIII�IIII f 1111111!N11�1116111I�IIII illl!lIIIIII►1�i1i1 illlflllLl tNl�l1 i t!I�II;I iIII�llullilllllll nll�+ln iill�nll hlnI1111 Nlllul,nnll�snlnll ILillllnl niilNll P PLAN NOTES--- - - - ----- - - - - - - II 4" SAN V REMOVE (E) I"HW DROP AT MAIN AN() CAP WAFERTIGHT AS REQUIRED. 19 /// / SEWER SEE 3/M-6 FOR RECONNECTION OF (E) 1-HW LINE. IN WALL ( I I I EXIST 2" W. -UP V EXISTING PREP. SINK WITH INDIRECT WASTE TO EXISTING FLOUR DRAIN. -�^^- 0J EXISTING HAND SINK WITH INDIRECT WASTE TO EXISTING FLOOR DRAIN. I I II XIST. 3" I I I •:•: 0 CONNECT NEW 1/2" H.W. TO EXISTING 1/2" N.W. UP TO MEZZANINE. I I P43 (B) 3 (A) I I I 2 �7, I I I 1 P41 (A P42 P42 P4-3 (D) P43 (C) + Ate N 1 f E c T i I 7 // (IST. 2" -- p p - I I OEXISTING 1/2" H.W. UP TO MEZZANINE TO REMAIN. REMOVE i/2" H.iV. I I +► I I / - AT EXISTING 3/4" H.W. MAIN AND CAP WATERTIGHT, SEE 3/Al-6 SEEETAIL 10/M-7 I I 23 \I III FOR RECONNECTION OF EXISTING 1/2" H.W. UP. I I I (TYPICAL) D�frNfa 110111,Artlitut `LIST. 3" I I I I _ I I XI / I I 3/4"FCW, 1/2"fCW ANI) Itll Atiullc Avow CONNECT NEW 11/4" H. do C.W. LINES TO EXISTING 1Y4" H k C.W. / O / EXISTING 11/4"CW I I LINES AS REQUIRED. I I - I / 1/2"CW UP THRU FL FD-2P A140146,CA 14501 II I I BELOW COUNTERTOP. SEE DETAIL 11/M-7 781 1111111111 II I CAP PIPING AS REQUIRED f01#I I �7 EXISTING 3" FUNNEL DRAIN TO REMAIN. I I (TYPICAL)-- -_ 1111161111 II I XIST. 2" I ! RECONNECTION, SEE 3/M-2.3 I 3/4-FCW, 1/2-FCW, 1 CW II I EXISTING 3/4"C.W., 3/4"H.W., (2)3j4"F.C.W., AND 2"VENT DROP IN WALL I I ' i AND 2"V, DN. IN WAL - -� TO REMAIN. EXIS1It�G HANG SINK- 16 \. BELOW FLOOR. tEE WASTE AND VENT PIPIN l - 1/2-CW-DN. IN WAIL I I I I 29 EXIST. 3" i I I EXISTING 2" VENT DOWN IN WALL TO REMAIN. I DIAGRAM 6/M-4 �Q t9 EW COFFEE BREWER 28 I ! % �TO 1RAP PRIMER. _ - - REMOVE EXIST. 11/4"C.W. I I , I O ---- -3/4" I + FCW v` , - ` BACK TO EXIST. 21/�"C.W. I 10 3/8" CHILLED CW UP TO MEZZANINE TO REMAIN. I I v _ - - I _ 1 UP. j - - - - - -2D 2P \2"V -DN. ! 1 REMOVE EXIST. 2"V. BACK 11 TEMPERATURE CONTROL VALVE LIKE SYMMONS MODEL 415-500. MOUNT I / - /1/2"CW-bN IN WALL - TO EXIST. 4"V. UP - - - VALVE 70 WALL AS REQUIRED. SEE DETAIL 5/M- 4. I I / ISTING PREP. S ® TO TRAP PRIMER. I { ��- - --- - - - I - - - , I I 1 - - : -- - -- ( REMOVE EXISTING PLUMBING FIXTURE AND CAP WASTE, WATER AND VENT I / _ -"------ t I � I SUPPLIES FOR RECONNECTION IN CONSTRUCTION PHASE OF PROJECT. CONNECT NEW 1/2-CW / / I 3 ( 2 \ \2"V.-DN. ... I �2" A T. 3" SEE 3/M-6 FOR WORK. CONTRACTOR TO VERIFY IF PLUMBING FIXTURE TO EXI TING 1 j 2"CW 8 9 14 \ ARE REQUIRED TO BE REMOVED, DUE TO NEW WALL AND FLOOR FINISHES. DN THRU FLGIOR AS EXIST. 4"V. UP TO REMAIN REQUIRED. , O EXIST. 3/4"� I , I Q EXISTING REMOTE WATER-r----- - - -_- 5 _ __ _ 13 RECONNECT EXISTING PLUMBING FIXTURE TO EXISTING WASTE, WATER AND • ( 1 2" FRIG I 1/2" - - - - y VENT SUPPLIES AS REQUIRED. I I 16 1 XISTING 3-CO MPARTME COOLER TO REMAIN _.._ -_ - �- - _-�-_ - -r / I I I ) � INK I � + _ -- - r- - EXIST. 21/2"C W. �1P TO/ I 14 REMOVE EXISTING FILTER SYSTEM COMPLETE. CAP CW AND FCW FOR � - - E T I REMAIN. I i �� RECONNECTION IN CONSTRUCTION PHASE OF PROJECT. SEE 3/M-6 FOR WORK I I 1 _- - I 25 2io " ' 3/4" I N® KEY PLAN C J x�ST. 1" sT. 2 XIST K/ I I I 1 FRIG 15 ALL EXISTING C.W., H W., F.0 W., VENT PIPING UNDER COUNTERS AND ( I EXIS4" 4 V XIST. (T/2 V.� ON COUNTERS TO REMAIN. 26 FCW- EQUIPMENTF J I I - \ Z I 12 E X T. 2 V. I _ _ - \ 16 HORIZONTAL RUNS MUST BE FASTENED A MINIMUM OF A.F.F. TO I ( 2» 2"V.-D E ST. 2" �--� _ I ALLOW FOR FLOOR CLEANING _ - I_- _ -_ EXIST. 2 1 I 12 /' T 12 CONNECT NEW 2"V. TO EXISTING 4"V. - UP AS REQUIRED. I I PUMP ( �f - F W V _ -r O I - - - - - - -p 'Lj F� 2"W.-ON./1 V2"V. _ - - - - - - -" 18 2"CW-DN. IN CHASE; PROVIDE 2"CW HEADER TO WATER CLOSET'S AND - I �4 12� EXIST. 2" BRANCH 1/3" CW TO TRAP PRIMER VALVE. I 1 " COD )1 I 19 DISCONNECT EXISTING 1/2" FCW FROM DRINK DISPENSER AND CAP EXISTING I - I 3/4' H. do CW.-DN. IN CHASE; E ST. 4 BRANCH 3/4" H. & CW TO .10 I � U D 1/2" FCW AT FLOOR AS REQUIRED. I P11 t/2» 110' - .� 1 I A) P26 3/4"� 1 i /'\ 3/4" _ _ EACH LAV. 3" r"" �' I 12 12 0 EXISTING 21/2"C.W. - UP CONNECT NEW 2"C.W, TO EXISTING 21%2"C.w. 8 I (B C)(0)(E) P26 ?�, �l� / 2"W.-DN /11/2"V, 12 12 ` I UP AS REQUIRED. EXISTING REMOTE WATER - 4 I I EXIST. F.O. EXIST. F.O. 1 I I I 1 p EX T. D" I EXIST. 3 I 21 CONNECT NEW 3"V. TO EXISTING 4"V.-UP AS REQUIRED COOLER TO REMAIN 1/2' --- - �, ..� a. (E)C.O. -• I 111 I 4"W.-DN /2"V. I XISTING 111 y .. - - _ - ----_ 22 1"HW-ON. IN WALL AND RECONNECT TO (E) t"HW IN WALL SERVING �% I I L" ----- -_ - -j EXIST. 1t/4" 12 XIST. 1" - XISTINt Ex1IST. "�' Cn O - (E) LAWS AND MOP SINK AS REQUIRED. I I - -- I 21X2~ EXIST. I"� ¶ J 23 DISCONNECT EXISTING 1/2" CW FROM DIPPERWELL AND CAP FOR 10 c N EXISTING 50 GAL. ELEC. \�- - - +� ` -� // RECONNECTION IN CONSTRUCTION PHASE OF PROJECT. SEE 3/M-6. __ - _ 4»V' I ^ Q XIST. 1 Y2"V. �' T WATER HATER TO /j u u XISTING 14" 12 EXIST. v 12 12 1 _ REMAIN. O a 24 CONNECT NEW 1"HW TO EXISTING 1"HW AS REQUIRED. I - - -- �- �-- N 21/2" •- r r �T 25 CONNECT NEW 2"V. TO EXISTING 2"V. AS REQUIRED. III` T- ___- �- -�REIAOWEIXI6TING+SECTION (2�6 CONNECT NEW 11/4"CW TO EXISTING 11/4"C.W. AS REQUIRED. OF PIPING AND CAP PIPING J 1 AS REQUIRED. SEE PLAN 2.5 �' ` THIS SHEET FOR RE- 1 27 EXISTING 3/4-CW, 3/4-HW, (2) 3/4-FCW AND 2-VENT ABOVE CEILING. PLAN CONNECTION OF PIPING. 1 4" 1 PLUMBING DEMOLITION PLAN 28 REMOVE EXISTING 1/2" FCW FROM EXISTING COFFEE BREWER AND 0 13 T' 13 I J� _ EXTEND EXISTING 1/2" FCW (BELOW COUNTER) FROM EXISTING l_-1 M-6 SCALE: 1 /4"=1 �-0" COFFEE BREWER LOCATION TO NEW COFFEE BREWER LOCATION. 22 XISTING 112"V. I 13 FIELD VERIFY ALL CONDITIONS. 11 13 II ' O 0 0 13 I ht" 1 I fit- 29 EXISTING GREASE TRAP TO REMAIN. I 1" -- - 1„ _ _ �� 4 T^- 30 EXISTING FLOOR DRAIN TO REMAIN. - -1 t - - - - 110 XISTING`ice [Fig 1_XiSi 1 4" - -EXIST. 1 24 - / 4 31 1/2" CW. UP THRU FLOOR TO TRAP PRIMER VALVE, SEE DETAIL 4/M-4 - - f j I 0 _ I JJJ PROVIDE ACCESS PANEL IN WALL AT TRAP PRIMER VALVE. EXISTING 50 GAL. ELEC. - +c^ �O I I J WATER HATER TO u u 13 O I I XISTING 1 4" 13 EXIST. FIELD VERIFY ALL EXISTING CONDITIONS. REMAIN - _LZ_ r-_ L 21/2" I I O EXISTING 4" SAN. SEWER - ' i CONNECT NEW 4" SAN. TO I I 6 13 I I I I I EXISTING 4" SAN. SEWER I I I I I �4" W.-UP TO AS REQUIRED. I I �LOOR SINK o A ICE+• T " s►n Ery o�I I 3/4"FCW, 1/2"FCW, -- - l I O l i r3 AND 2"V. UP T L00 I- r 7 ' gib° IST. 2" W. -UP To EXIST I 3 `` -- _ 31 2 .5 3 F E3� SERVICE PLUMBING PLAN 1 0.9 r 3-COMPARTMENT MIDI _ � I I XIST. 3" - L---- _- ' - I 3"W.- T I / Z 2"V.-UP M-6 SCALE: 1/400= 10-000 6131 EAST 30TH. T. STREET l IC' FAX (317) '349-0926 FUNNE N -- I TELE (317) 542-1369 I / \ _� 31 I 3. FIXTURE PLAN F-1 DATE IST, - A-1 »V-U - 3" l PLUMBING SCHEDULE� T _ FOOD SERVICE PLUMBING_NOTES _ Otulgs flit orlllbs material ippeof log wile e+ullfml•or111n1 I I 7 ][::�It Izzz NO. DESCRIPTION WASTE C.W. H.W. A.F.F. REMARKS 1. PLUMBING CONTRACTOR TO VERIFY EXACT LOCATION OF EQUIPMENT WITH FOOD uloq�lll�i�/eat e111�Arfclilut��I ut pt 1�Igllal�l, I -- - - --- - - _ _ SERVICE EQUIPMENT CONTRACTOR PRIOR TO ROUGH•-IN. P 1 1 CARBONATOR 1 2 86 FILTERED WATER FROM 268 fool er INeNw4 witluf trlffa cousrf of 114 Arelll44t I I XIST. 3" CONNECT EW 3" SAN. TO_ ___ _ BTC, SEE NOTE 2 AND 6 2. ANY ACCESSORIES PROVIDED LOOSE WITH FOODSERVICE EQUIPMENT TO BE I I I 0 { �{ * FRIG: -'- FIELD INSTALLED BY DIVISION 15. ADDITIONAL FITTINGS AND VALVES P26 WATER FILTER SYSTEM A 1" 84 BUILDING SUPPLY INLET 50 PSI,BTC. PROVIDED AS NECESSARY 8 r DIVISION 15 FOR FINAL EQUIPMENT CONNECTION. t1R REPORT WAS PREPARED BY NE dli UNDER MY I I . � 2 I,�_ AS REQUIRED. - t ►tEItED1' I�RITIFY THAT THIS PLAN, SPECIFICATIW, MAX 7.3 G.P.M., SEE NOTE 11 AND 15 DIRECT SUPERVISION AND THAT I AN A DULY ( I - -�---R) 3. RIGID TYPE DRAIN UNE FROM EQUIPMENT TO DRAIN FURNISHED AND REGISTERED PR�ESSIONAL ENGINEER UNDER THE � XIST. 2" 8 t 2 84" FILTERED WATER TO P1 I CARBONATOR uvs OF THE STATE 01' INSTALLED BY DIVISION 15. I I _ EXISTING 4'/SAN. SEWER FRIG _ _ OREGON I � BTC SEE NOTES �2 AND �6 C - 3 4" 88 FILTERED WATER TO EXISTING EQUIPMENT - �I 4. PLUMBING CONNECTION N0. P26D TO EXTEND FROM ICE MAKER FEEDER TO I 3t -- -I BT SEE NOTES AND #5 _� ITEM X143 ICE MAKER, CONNECTION #P43 - BY DIV)SION 15. PSD PITpFF DATE 1 I XIST. 3" I _ __ -._-_� 1 2 " _ 92� FILTERED WATER TO P43(ICE MAKER) �� `SS REGISTRATION 4M I8889PE _ J __l I _ _ _- BTC, SEE NOTES 2 AND 4 - 5. PLUMBING CONNECTION N0. P26C TO EXTEND FROM WATER FILTERS ONLY TO � �'e�GINe�� !% PSJMP I 7 L911 --r E 1 2 96" FILTERED WATER TO P41 (CAPPUCCINO DISPENSER) EXISTING EQUIPMENT - BY DIVISION 15. 188tI9 ExPtaATIOH DATE,19-a _ 3"W.-UF TO I -�- ^-_- - _ BTC, SEE NOTES #2 AND#7 - "`- L ` I , FLOOR DRAI 6. PLUMBING CONNECTION NO P26B TO EXTEND FROM WATER FILTERS ONLY TO ' _ L _1 - �� L] -- - ;_ Z-up - } I P19 COFFEE BREWER - � - � 1 2 24" FILTERED WATER FROM EXISTING COFFEE BREWER - ITEM #11 CARBONATOR, CONNECTION #P11 - BY DIVISION 15. OREGON ) _ OLIVER MAX MYERS, P.E. - - -- - - -- - - - - - - _ - - -- - - .� I I LOCATION 3" P41 CAPPUCCINO DISPENSER - v 1 2 - 24" - 7. PLUMBING CONNECTION NO P26E TO EXTEND FROM WATER FILTERS ONLY TO �filF - • 2" I 2"W.-UP - - _ - FILTEREDTWATERAFFRO�l726E ITEM #41 CAPPUCCINO DISPENSER, CONNECTION #r•41 - BY DIVISION 15. � !MAA tsy Ifl. DIh IIIN CONNECT NEIN 4" SAN. TO - - .RAIZ �_ -ME � PEIbQTANo '� J EXISTING 4" SAN" SEWER rdt BTC 25 PSI MIN, SEE NOTE 2. � 8. DIVISION 15 TO FLUSH OUT ALL PIPING AND DRAINAGE SYSTEMS PRIOR TO I I AS RFQC'IRE � " tCEE DISPENSER - t 2 4 " - 2" - - '� CONNECTION OF FOODSERVICE EQUIPMENT. PROVIDE CHROME PLATED OR - -- - _ --_-__- I - - P43 BEVERAGE DISPENSER -_tA _ EXTEND TO FLOOR SINK SEE NOTE 3 STAINLESS STEEL PIPING WHERE EXPOSED. UP I _ B 2 1"-1 W - EXTEND TO_FLOOR SINK, SEE NOTE 3 9. ITEM 126 WATER FILTER SYSTEM TO PROVIDE SERVICE TO ITEM N43 ICE MAKER, ICE MAKER SITS ON TOP OF BEV DISPENSER -_ C 1 4 FILTERED WATER FROM 26D EXISTING EQUIPMENT, #41 CAPPUCCINO DISPENSER, do r#11 CARBONATOR ST. 2" T. 3� 1 I I -- _ BTC, SEE NOTE �2 AND 4 c U -.�-_- FURNISHED BY OWNER, INSTALLED BY DIVISION 15. �D) 1 2 '� 24 FILTERED WATER FROM 260 J�. SEE NOTE N2 10.PLUMBING CONNECTION TO BE FASTENED AT 6" A.F.F. FURNISHED AND - -- ------- EXI 4" XI ING 4" SAN. SEWER _ INSTALLED BY DIVISION 15. P160 DIPPERWELI_ 11 W EXTEND TO EXIST. FUNNEL DRAIN, SEE NOTE 3 AND 14 EXIST. 2" _ _ _ - ll ��-�- 1 SEE WASTE AND VENT PIPING - 1 2 T 24" 8T S E ,NOTt _" AND NOTE13 _ 11. SHUT-OFF VALVES AT INLET SIDE OF ALL HOT Ac COLO WATER CONNECTION. I EXIST. 2" - .J I I DIAGRAM 6/M-4 FURNISHED AND INSTALLED BY D)VISION 15. - - = - 12. PROVIDE CHROME PLATED OR STAINLESS STEEL PIPING WHERE EXPOSED. \ 13.HORIZONTAL RUNS MUST BE FASTENED A MINIMUM OF 6" A.F.F. T i 0 1I l EXIST. 2" I ALLOW FOR FLOOR CLEANING,. I 14. SEE DETAIL 11 M-7 E ST. 4" U Lj � , / /rt�e11t. 98101/T-345 XIST. 3" ( 15. CONNECT NEW FILTER S'�STEM TO (E) 1-CW AS REQUIRED. - �- 1/40=19-0* - 1 EXIST. F. - - EXIST. F.D. _ EXIST. JE)C.O� EXI - I - Z`- A 2 aalMrna F000 SERVICE -- _ l JJ PlUi�3lNG PUNS (2 0.9\ Ua11N FOOD SERVICE z UNDERFLOOR PLUMBING PLAN M-6 SCALE: 1/4"=l '-O" ......... . ........................... SI1•98-0004.PI,M98-0038 ............ .................. - I 9009 SW Hall Blvd.,N 100 .. .. . 6 of 14 V. ILL.__-______- - �----�er1l�Mu��x��».•n •» "wa vr,-r,.......-..........-,-,.�.�..v....-�.......w,w+.r+"ralwMw"" .:"i+aR.l... -_� ITITIIr III IIIIIII III III I I II,,II� III I III III 11T TIT III Ilr III i ) 111 111 111 III III III III I 1777 I III III III III III TI1 IIr'I 1 TIT lIl III 1 I III III 1111111 III III III ) I ' I - I 11 I � � I ) l� 1114 t ' I I ► I I TP THIS DOCIIMFNT 1F LFFS i LPG I BI.F THAN 11`11-, NOTATION, --�- --- --� .. - 1--�. --_ -- -E71- _--- L-- -�� __--✓L_ -�--- 11 I J �I�iS� 161 Mid IT IS DUG'. TO THF QUALITY OF THP ORIGI`1AL DOCUMENT. �� ,M .... E 8S 9IE Liif'r 9L L 16 t►, E� �L TL OZ �l HT LT 9i 91 6L E�t eT�i TT T �T!8 IIIIIIIIIIIIIiI�IIIIIIIIIIIIIIIIIIIIIIIII'!II IIIIIIIII IIIIIIIIII,IIIIIIIIIIIIIIIIIIII111I111) IIIIII!II IIIIIIIIIIIIIIIIII�IIIIIIIII IIIIIIIII IIIIIIUIIIIIIII�I►IIIIIIIII►IInIIIIInIInI IIIIIII►I IIIIIIIIIIIIIIIIIIIIIIIIIIII�inIIIUIIIIIII�IHIIInI )Inlnnl)II)IIIII(Illlllnlllllllulll .... .................. ........................ .... ................... ............ .......... ........... ......................... ...................... ...................... SHUT—OFF VALVE ........................ 1/2" C.W. DROP THRU CEILING IN POWER/COMMUNICATION POLE DIELECTRIC UNION COORDINATE EXACT LOCATION ................ OF POLE WITH ELECTRICAL ..................... .......... . C014TRACTOR PRIOR TO ......................... ......................... POLE SUPPORT CLAMP INSTALLATION OF ANY PIPING DIAGONAL ANGLES SHALL 1/2 BURGLAR BARS AMI T E C'T I BE 30' OR 60' F�V) --HANGER STRAPS— MAXIMUM HANGER SPACING \ \' ux CEILING SYSTEM T-BARS VERTICAL < =)w SHALL BE NO LESS THAN 2"x2"x16 GA. m 2 6'-0'. FULL PERIMETER WOOD 0611811 Li FOR 2' x 4' TILES 2 1111 Allsolls Alma U VERTICAL < 7)\ \ � in L (j BOLT BANGLE 0 TACK STRIP W Alasids,CA 1401 a- ------ - 16 CA CURB HOUSING. INSTALL a- POWER/COMM POLE ~ 3/8- MACHINE 0 OVER CURB ANGLE FRAME. ADJUST TOP OF CURB TO BE FII III Ili 1111 112" C.W. THRU POWER POLE 0 BOLT DIAG . < BRACE 2-x2-x 16 GA. LONGITUDINAL .I LEVEL IN ALL DIRECTIONS. RUN EXPOSED ON FIXTURE 2'x2"x16 GA. DIAG. < BRACE, SHOWN SCREW TO CURB ANGLE FRAME PAINT TO MATCH FIXTURE. DAGHED, AS REQUIRED. USING #10 SELF-DRILLING _DIAG. < BRACE x< SCREWS 0 6" 0C. <a STORE FIXTURE .7(n */// LONGITUDINAL. L -BACKFLOW PREVENTER VALVE 2 1/2"xI2 CA. SHEET BRACE ONE EACH SIDE OF DUCT, METAL BRACE. 01/ SEE SEISMIC NOTE. NIPPLE WITH HOSE THREAD ON \ / END FOR MOUNTING OF HOSE REEL SCREWS14 GA BOTTOM CURB J ,L-MIN. Lj w ANGLE FRAME- MOUNTED ON ROOF DECK MOUNT REEL (BY ON ENDHOSE OF PIPE NIPPLE OVER) ROOFTOP UNIT ADJUSTABLE CURB SHELF 3� RECTANGULAR DUCT SUPPORT DETAIL �M-7) NOT TO SCALE NE) KEY PLAN ri'� DUCT SUPPORT DETAIL NOT TO SCALE7 45* NOT TO SCALE LOOSE KEY SHUT-OFF VALVE ROOF DPAIN GRADE (VARIES) SEE STRUC FOR ROOF SLAB AND FOUNDATION ALLOW 1'-0r CLEAR BETWEEN UNDERSIDE 0.7 ROOF DECK AND RAINWATER CONDUCTOR GREEN PLANT FAUCET TON OF IN RAINWATER CONT SEAL AROUND NOT TO SCALE ONDTR PIPE SLEEVE INSULATE FROM ROOF DRAIN TO VERTICAL RISER PIPE SLEEVE UNION PIPE SUPPORT PRESSURE REGULATOR SEE DETAIL 4/M-6. UL APPROVED VENT CAP ROOFTOP RAINWATER CONDUCTOR EQ U I R M L.',I I LUBRICATED PLUG COCK f (SEE PLAN FOR SIZE) C-4 UL APPROVED TYPE 'B' f SPILL ON GRADE WHERE DOUBLE WALL VENT INDICATED ON PLAN - SEE 0I ARCH FOR WALL PENETRATION z T_ STORM COLLAR GAS PIPE rlCLEAN-OUTd . SHORT SWEEP BEND TO MATCH FINISHED FLOOR DIAMETER OF HORIZONTAL RWC SEE ARCHITECTURAL ROOF 1,- 6" cv.) C) DETAILS FOR FLASHING 116 DIRT POCKET CONT SEAL AROUND PIPE SLEEVE 0 ROOF PIPE SLEEVE 6GAS CONNECTION FOR ROOFTOP EOUIPMENT RWC THRU FOUNDATION WALL --CLEARANCE - MINIMUM CLER, O J-7 < CLEARANCE LISTED BYR MFR, NOT TO SCALE 7 RAINWATER CONDUCTOR PIPING 8 31: WHICHEVER IS GREATER IQ m 7) NOT TO SCALE �MJ-7 NOT TO SCALE b __ _SEAL JOINT BETWEEN SINGLE a- WALL VENT & TYPE "B" VENT, AND THE ANNULAR SPACE OF THE TYPE "Er VENT. ---SINGLE WALL VENT CONNECTOR 24 GAUGE SEAMLESS GALVANIZED STEEL. UNIT HEATER WATER HEATER VENT HOLD HORIZONTAL DRA T IN, VENT, AND HOLD HORIZONTAL DRAHN, VENT, AND 1, 3/4' HW-CW J-7 NOT TO SCALE WATER PIPING IN FOOD" SERVICE WATER PluING IN FOOD SERVICE 'I XTURE MIN. 6' ABOVE FLOOR TO ALLOW MIN. 6" ABOVE FLOOR TO ALLOW r FLOOR CLEANING FLOOR CLEANING CHIR0701 TE LAM I NSTANTANEOUS UNION T YP) WATER HEATER (OR EQUAL) ROUND OPEN GRATE WITH W]LINTED ON WALL UNDER NOTE, ROUP40 FUNNEL COILINTER LOCATE UNIT HEATER AS HIGH AS POSSIBLE, UNLESS OTHERWISE NOTED ON PLANS. PROVIDE CLEARANCES FROM COMBUSTIBLE SURFACES A GAP::H FINISHED FLOOR AIR GAP LEVEL FIN. FLOOR MANUFACTURER'S LISTING, OR AS REQUIRED BY CODE, MINIMUM HEIGHT (H) 5'-01 IR VAL VE ROOF . . . . . . . . . . . . 3/4 ' CW . . . . . . . . . . . . . . . . . . . . . . . SLpPL Y • 26- VENT CONNECTOR L LAAIAC 6131 EAST 30TH, STREET INDIANAPEILIS, IN. 46219 HALF GRATEVic*7 TELE. (317) 542-1-09e6369 , FAX (317) 549 INTERNAL DOME �M�7� I SEE ARCHITECTURAL DRAWINGS FIXTURE PLAN F-1 DATE FOR UNIT HEATER BRACKET FUNNEL SUPPORT DETAIL, - DRIP TEE W1 49 (DM7 EL DRAIN 1�2 INSTANTANEOUS asd ispebilobod wort of Ike Arskilest ae4 eel eel be h0isated, DRAIN OPENING FLOOR SINK NOT TO SCALE Issed m dieslosed willbost wrlites esesivot of Ike Ar*Mtott PLUG OPENING WATER HEATER DETAIL NO SCALE I H ---,UNIT :EATER NOT TO SCALEHERESY CERITWY THAT THIS PLAITSPECV7rATMK GAS PIPE _--NOZZLE CM REPORT WAS PREPARED 3f ME OR LOGO MY DIRECT SUPERVISMN ANju THAT I AN A DILLY r"ITERED PROFESSMN04- ENGUNIEER L1NIM THE --UNION LAWS OF THE STATE Or NOTE: PLUMBER TO PROVIDE 3/8" THREADED LOW PRESSURE ALARM FILTERED CW TO DIRT POCKET--- NIPPLE AND CONNECT COARSE PREFILTER COFFEE BREWER FILTERED CW TO OREVA PIPING IN WALL - SEE CARBONA TOR DATE 1-25-9a LUBRICATED PLUG COCK --APPLIANCE REGULATOR TO INLET. INCOMING WATER TO BE CONNECTED PLAN FOR CONTINUATION FILTERED CW TO— �'v PROP VENT THRU SEPARATE TO OPPOSITE SIDE OF PREFILTER CH�j PIPING IN WALL - SEE I's REGISTRATION PC MIME_ ROOF OPENING P26(E) CAPPUCCINO MA PLAN FOR CONTINUATION 4 �t EXPMATION DATE,12-31-90 S FIRED UNIT HEATER 'P 9� GA P26(0) NOT TO SCALE ---- 3/4- COLD WATER SUPPLY------" FILTERED CW TO OR GOI OLIVER MAX NYIERS, P.E. 3/4"CAPPED TEE WITH— ICE MAKER ITEM NO. 26 P26(C) It, his boll DRAIN LINE FROM FILTER SYSTEM WATER FILTER UNIT SHUT-OFF VALVE MAX( INSTALL AIR GAP FAUCET — TO DRAIN (RED TUBING) SHUT-OFF VALVE (TYPICAL) PRESSURE GAUGE 1* JAM 98 q9AX FIX FCMUT AND Kir FURNISHED BY OWNER INLET P26(B)I (TYPICAL) FILLMASTER DISPENSER ON 0 0 DRINKING WATER LINE FROM PHARMACY WALL - VERIFY P26(A) 3/4"CAPPED TEE WITH ACTIVATION VALVE POST FILTER TO FAUCET LOCATION WITH OWNER OUTSIDE WALL IN WALL SHUT-OFF VALVE (BLUE TUBING) 14 IMF F-5 SINK & FAUCET r SEE . m-7 CARBONATOR I D5 Zi- mc MC VIC i OW14ER SUPPLIED WATER LA I. SEE M FILTER & PRESSURE Li TO DRAIN 7 El El COFFEE GAUGE. 1/4" WHITE L_j L__j SADDLE TAPPING—---__ NMI 1 9 VALVE PURIFIED WATER LINE FROM "*$I k. 98101/T-345 POST FILTER (25 WHITE TUBING) BEVERAGE r1�,) .WATER FILTER (P26) bels .-NO SW DISPENSER WATER LINE TO `-PURIFIED WATER LINE FROM V-113 NOT TO SCALE STORAGE TANK (3/Er POST FILTER (50 WHITE TUBING) SYST"M z CLEAR TUBING CAPPUCCINO IN404 filk MECHANICAL DETAILS CPRE-FILTER MACHINE I/P 1\ MEMBRANE FILTER �4jj PURIFIED WATER- POST CARBON FILTER Low" ........ .. STORAGE TANK WATER FILTER SCHEMATIC ........ ........... ................ -INSTALL OWNER FURNISHED FILTER SYSTEM BELOW COUNTER ................... . ..................... ............ ............ ........................ ................ ................ .................. ------DRAIN LINE FROM AIR GAP TO .... ...................... ..... ................ DRAIN ............ ..... .................. ...... ................... ............ ..... .................. WATER FILTER SCHEMATIC ............... ....*.......... ..... .................. ri PHARMACY WATER FILTER DETAIL ....... ....................... ........ SIT98-oow,111,M98-00-38 NOT TO SCALE ............... 9009 SW Hall Blvd,HIOO NOT TO SCALE of 14 .............. TF THIS DOCUMENT 15 LF�S 111111f11111111 11911 Tj� TI 111111111jill I T 160 01,12 LF(;TBLF THAN TIITq NOTATION, 177, 1 7ra4l PL[TI 1171 Ill =6 "' 8 PQC IT IS DUF. TO THP QUALITY OF T 74 777 Nola TIff ORIGINAL DOCUMENT. 1-9 1-11 11 T9111111 L 9 -1 1191-11 1-11 J11`l-I —I In I—11 ill 11-1 ILII 11-1-1-,E,I ir 8 9 t c g ig c Iiij ill 11111110 9 9 t Ili, 10 Ili 11112171 1111 11 11 Fm III ILII 111114111711111111 IIIIIIII_III71111111 IIIIIJ1111 11111111 11111 11111 ... . PACKAGED ROOFTOP AIR CONDITIONING EOUIPMENT SCHEDULE TRANSFER FAN SCHEDULE SYSTEM FAN DATA GAS HEATING DATA COOLING DATA ALTITUDE, 57 FT AREAMFR AND VELOCITY _ GAS HEATING CONTENT, 1000 BTU/CF' NO. SERVED LOCATION MODEL NO. CFM T SP, RPM DRIVE HP ELEC. REMARKS UNIT AREA MOTOR ENT AIR TEMP (DEG F) COIL �AF'AC1TY MAIN 25" 1160 DIRECT 1 6 120/60 10 LUCATIO AADN CFM MIN ❑A SID(1 G) TOTAL RPM ELEL GAS INPUT GAS OUTPUT MIN WEIGHT REMARKS z ROOM WAL1 -18-42e-Be 1600 / / NO SERVED MODEL NO (CFM) SP ( WG) �P WG) HP (MBH) (MBH) DB WN TOTAL (MBH) SENS (MBH) EER LBS. FOOD SERV. CEILING REENHECK 660 .375' 1140 DIRECT 1 6 120/60/10 RTU 3 STORAGE SO-100-8 / A A C M I T E C T S 17 STACK 147 ROOF EO-232 RK-25-3- 9000 1350 0 7 2.13 1725 460i 3m 1 5 480.0 384.0 79 r:4 270.9 216.0 8.7 3100 qe STOCK 147 ROOF EO-222 3400 510 0.7 1.28 1725 460/30 2 270.0 215.0 79 64 115.9 88.3 9.3 2150 _ D�fU�Nwtl,Arellt�el R o STOCK 147 RG❑F EO-232 3 ' Illsi A11/611e Was$ 9000 13.,0 0.7 - 2.13 1.25 46013m 7 5 480.0 384,0 79 64 270.9 216.0 8? 3100 Alameda,CA 1/111 TN ill IIsi 1111 zo PHARMACY ROOF EO-2 1-3 1000 150 -5 .69 1050 460/30 5 69.0 55.2 /9 64 33,6 26,2 9.2 1500 FIt ill 111 1111 RTU FOOD RK-06-3- 21 SERVICE ROOF EO-222 1800 400 7 1.11 1725 460/-jO 1 90.0 72.0 80 67 725 45.7 9.9 1600 SPLIT SYSTEM FAN COIL UNIT SCHEDULE POWER ROOF VENTILATOR SCHEDULE CLIP --- - -- --- O UNI STRUT X44 (OWNEk FURNISHED) -�� CLIP ENDS TO J0I ST �- --JOIST SYSTEM AIR HANDLER CONDENSING UNIT NO AREA MFR AND CFM T.S.P. WHEEL VELOCITY RPM DRIVE ROOF DAMPER HP ELEC. REMARKS SERVED MODEL NO. ("WG) DIA. FPM OPNG SIZE AREA MFR AND ESP FAN M[7TOR MFR AND TOTAL CA PRV PHARMACY GREENHECK - ADD VERTICAL ANGLE FROM NO LOCATI❑N CFM MULL NO (BTUH) ELEC REMARKS RESTROOM GB-70 4 125 .375 --- 3075 1050 BELT 12111x1212 10X10 1/4 120/60/10 INTERLOCK W/RTU-20. ��`- SCHEDULE WHEN ROD GREATER SERVED MCDE:L N❑ ( WG) RPM HP V❑LT, THAN MAXIMUM ALLOWED _--=- -HANGER ROD AND ANGLE AC CASH R[10M MITSUBISHI 1. REFRIGERANT LINES �-�"` 540 ---- - --- 120V/lin MITSUBISHI 12,300 208V,/10 SEE SCHEDULE N FI-ANKEY 1 OFFICE 104 PLL-12F K PUL-I2-EK 2, MIN SEER 10.4 1/8 ' GROOVE MELD - I' LONG/?4' OC DIAGONAL BRAC'E� SEE SCHEDULE --_ COPE LEG OF ANGL��r r--__--PIPE SIZE - SEE SCHEDULE HANGER ROD CLIP ' t NOTE; k INSTALL TRANSVERSE PIPE BRACING ON g ALL I NTERI OR PI PI NG EXCEEDI NG 30 FEET d IN LENGTH, MAX SPACING IS 40 FEET OC. UNIT HEATER SCHEDULE TRANSVERSE PIPE BRACING $ NO AREA LOCATION MFR AND TYPE CFM INPUT OUTPUT FAN MOTOR REMARKS - NOT TO SCALE y SERVED MODEL NO BTU/HR BTU/HR RPM HP STEPS VL1LTS N c`V UH RECEIVING RECEIVING REZNOR HDRIZ 980 75,000 60,000 1550 1/15 - 120V/10 P3000 UNI STRUT 131 131 FE-75 -`"--�-CLIP ENDS TO JOIST 2 REC 3TVI?ZG RECEIVING RRLN P5 EXISTING NIT HTR. JOIST PIPE BRACING SCHEDULE HORIZ 1320 125,000 96,250 1050 1120 120V/10 uH REZNOR _ EXISTING UNIT HTR. < -LONGITUDINAL BRACE PIPE HANGER DI AGONAL BRACE LONGI TUDI NAL TOP CONN OF ROD MAXIMUM �, 3 C❑MPACTDR COMPACTOR HDRIZ 600 45,000 35,100 15�0 1130 - 120v/10 SIZE TYPE &/❑R vERT[CAL BRACE DI AG & LONG LENGTH RELOCATED. ANGLE ANGLES FOR RODS 130 130 xL-45 SEE SCHEDULE SI ROD HANGER & VERTICAL ANGLE 2P rQ LI-EUI S 2'X2'XI 6 GA 2 112 'X2 1/2 'X1 6 GA 112 LAG HOLT 112 '0 25• - 2 1/2 CLEVI S 2'X2'X1 6 GA 2 1/2 'X2 112 'X1 6 GA 3/4 MACH BOLT 112 '0 25' ---BEAM/8 ATTACHMENT 13' CLEVI S 2'X2'X16 GA 2 112 'X2 112 'X16 GA 3/4 MACH BOLT 112 '0 25• 1 /8 FILLET WELD E ------ _ ----- - --- FOR PIPE SIZE SEE SCHEDULE 3 112 CLEVI S 2'X2'x16 GA 2 112 'X2 112 'X16 GA 314 MACH BOLT 112 '0 25' GRILLES, REGISTERS & DIFFUSERS SCHEDULE Q ---- PIPE CLAMP - E� ---- 4' CLEVI S 2'X2'X16 GA 2 112 'X2 112 'X1 6 GA 3/4 MACH BOLT 5/8 '0 31' TYPE SERVICE MFR AND VOLUME FRAME FINISH MATERIAL REMARKS - - MODEL NO. DAMPER 5' CLEVI S 2'X2' X1 6 GA 2 112 'X2 112 'XI 6 GA 3/4 MACH BOLT 518 '0 31 ' A EXHAUST -TITS 35ORL 7P-O=D SURFACE WHITE STEE35FrXED DEFLECTION GRILLE PARALLEL TOL LONGLONGITUDINAL BRACING AT 80' -0' OC MAX. , UNLESS OTHERWISE NOTED. L REGISTER BLADE MOUNT ENAMEL DIMENSION 3/4- SPACING & 11/4" MARGIN. 6' CLEVI S 2 1/2' X2 1/2'X1 6 GA 2 1/2 'X2 1 /2 'X1 6 GA 3/4 MACH BOLT 3/4 37' B F_TURN/TRANSFER TITS 5OF-3 LAY-IN WHITE ALUMINUM 1/2 X 1/2 X i EGGCRATE GRID W/CHANNEL BORDER. THIS BRACING DETAIL APPLIES ONLY FOR COLD WATER PIPE & GAS PIPE WHERE GRILLEENAMEL MOVEMENT OF THE PIPE DUE TO TEMPERATURE DIFFERENTIAL IS NEGLIGIBLE. • jNANSFC OPPOSED SURFACE WH i 8' CLEVI S 2 112' X2 112'X I 2 GA 2 112 'X2 112 'XI 2 GA 3/4 MACH BOLT 7/8 .0 43' 0- C TITUS 300RL STEEL 1 WHEN THERMAL EXPANSION OR CONTRACTION IS INV❑LVED, PROVIDE LONGITUDINAL BRACES RBLADE MOUNT ENAMEL DIMENSION 3 4` SPACING do 1/4" MARGIN. MOUNT ON EXPOSED DUCT. AT ANCHOR POINTS. THE LONGITUDINAL BRACES AND THE CONNECTIONS MUST BE CAPABLE OF 0 DCE= TITUS TMS LAY-!N ENAMEL STEEL 24 X 24 MODULAR FULL-FACE DIFFUSER W/ROUND NECK, RESISTING THE FORCE INDUCED BY EXPANSION PND CONTRACTION. NOTES- 1. SCHEDULE APPLIES TO WATER (& SPRINKLER) PIPES 2 112 AND LARGER MITE LONGITUDINAL PIPE BRACING 2. SCHEDULE APPLIES TO FUEL (GAS) PIPES 1' AND LARGER E TITS 1T)C ---- LAY-IN STEEL 48 X 48 MODULAR DIFFUSER W/SQUARE NECK. OENAMEL F ETURTITS 350RL -- - wRFacE WHIT) STEEL 35' OEFLECTTON GRILLE W LA ES PARALLEL TO LONGM NOTTO SCALE 3 PIPE BRACING SCHECULE MOUN ENAMELITE I 1 " RG D TITS TBD-8 LAY-IN ENAMEL ALUMINUM 48" LONG SLOT, 10"! INLET, 1" SLOTS WITH 3 SLUTS H SUPPLY TITUS CT-541 OPPOSED SURFACE ALUMINUM 5'-0' LONG LINEAR BAR DIFFUSER W FIXED DEFLECTION, 1/4- BARS NOT TO SCALE GISM REGMTO BLADE MOUNT ENAMEL T EWA O G N 112' SPACING. A 3/4" BORDERR CERJWG SPAAARE DIFFUSER W DIVIDUALLY ADJUSTABLEI TITUS 250 STEEL RS. USER BLADE MOUNT ENAMEL CURVED LOU J CELM WA TITS 301FS 0 wRFAC. WHITE ALUMINUM RECTANGULAR WITH QLADES PARALLEL, TO SHORT DIMENSION.TER BLADE MOUNT ENAMEL 45• DEFLECTION 3 4 SPACING do l YV4" MARGIN. K CEILING DIFFUSER TITS TMS LAY-IN ENAMEL STEEL 24 X 24 MODULAR DIFFUSER W/12 X 12 PANEL MOUNTED FACE NECK --ROOF3,'8 U-BOLT I�SUPPLY REGISTER TO BE PROVIDE WITH 45' DEFLECTION, / PI PE RI SER ,1 cH. 2 ALL DIFFUSERS, GRILLES, OR REGISTERS MAY NOT BE USED ON THIS PROJECT. ~CINDI EANAPCILIISSTIN.STREET 46219 `--2 112 'x2'x3/1 6 ANGLE, IC/ FARE. (31) 1542-1269 LONG LEG VERTICAL 0 -BRACE, COPE_ LEG OF ANGLE FIXTURE PLAN F--? DATE fL 3/16 ' FILLET WELD Drnlgeaid>Irlttamaterial eppeerlglerNreeeellleleerllleel -FOUR-WAY BRACE - SEEr5 (TYPICAL) ALL-AROUND &Nupe111Nelwork itIke Architect aid oil set/elglleete/, WATER HEATER SCHEDULE (PIPE MUST ROTATE M_6 lse/@of @Itleet @Alta egad N t!e Areltlect �,I THI IJ BRACE) 3i 8 '\ EXPANSION ANCHOR -FLEXIBLE COUPLIMG OR (TYPICAL) 'VI CTAULI C' TYPE COUPLING 45- 1 HERFJY CERITIFY THAT THIS PLAN, SPECIFICATi[N, AREA MEP. AND TEMP RISE GAL./HR. GALLON NO. LOCATION FUEL INPUT REMARKS _��- ,. OR REPORT WAS PREPARED BY ME UR UNDER MY SERVED MODEL NO. MAX. gF RECOVERY STORAGE -` RI SER(S) ► � � .� .j�� r` N.., .�M . �I 4► k Je� ,r •Y L r ► DIRECT SUPERVISION AND THAT I AM A DULY PHARMACY CHRONOMITE ELEC ELEC. HEATING ELEMENTS INSTALL 1.0 GPM LOW -SLEEVE �,y 4 4 �'J ti<► � �-� � � ►4► r REGISTERED PROFESSIONAL ENGINEER LNDER THE Wl;-1 PHARMACY 48 - .l -4 H ► 4 r LAWS OF THE STATE OF BELOW COUNTERTOP 5-�70-1 7.08 10 1 7 0 ATT T -- - -'' N MI_2 PHARMACY PHARMACY TOILET CHRONOMITIE 48 _-, ELEC. ELEC. HEATING ELEME14TS INSTALL 1.0 M FLOW '--�`FLDOR _^ NOTE, DATE TOILET BELOW SINK 5-70_1 208 1{� <` 1 7 00 ATT R TR T 1 • PROVIDE AT ALL SPRINKLER RISERS, PFOA•�, DOMESTIC WATER MAI N RI SER, AND �� :<ti (;INC `rsi REGISTRATION NO. 18889PE RAINWATER CONDUCTORS. �� P13�9 nt EXPIRATION DATE,12-31-98 FOUR-WAY BRA�� _ o OREG N OLIVER MAX MYERS, P.E. -- 4 E ELEVATION 5 FOUR-WAY BRACE---- FLOOR & ROOF DRAIN SCHEDULE M- NOT TO SCALE NI- NOT TO SCALE l'N1r MASS` Ode Ills@ .►��_ 'ISSt)!E F11111111 InE,1dQT 1111D UD' DRAIN NO. SEPVI(:E WASTE MODEL NO. do TYPE REMARKS 1!6 FD-1 GENERAL DRAIN AS SHOWN JOSAM 30000-A ON PLANS FD--1P GENERAL DRAIN AS SHOWN JOSAM 30000-A-50 1/2" PRIMER TAP ON PLANS -HANGER - (TYPICAL) _ SEE STRUC FD-2P FUNNEL DRAIN 3" JOSAM 30000--E2-50 DO NOT SLOPE FLOOR TO DRAIN COPE & BEND LEG OF ANGLE MECH ROOF TOP UNI T FOOD SERVICE 1/2" PRIMER TAP / (TYPICAL.) lit 0 TEK SCREWS 1? 1 2'-Q�C, - - �/ ----_- 2'x2'x 3/16 ' ANGLE i (TYPICAL ON ALL DUCTS / ! FROM ROOFTOP UNI T S) - _✓��-- WOOD NAI LER. FS--1 FLOOR SINK 4" JOSAM 49014 HALF - GRATE, INTERNAL DOME STRAINER '-/ 1 I I -- ADJUSTABLE RO❑F CURB keMNl@, FOOD SEF. CE DO NOT SLOPE_ FLOOR TO DRAIN ( 1 1 - 1 -- SEE SHEET MIO 98101/T-345 I 1I 1 135- 'T - I II I _ - I I I I fell@ NO SCALE FURNISHED W FLASHING CLAMP GRAVEL STOP, RD-1 ROOF DRAIN AS NOTED J.R. SMITH SUMP RECEIVER, UNDERDECK CLAMP, ADJ. 112 '\ OLT I I I I --'SMOKE DETECTOR ON DRAWINGS 1010Y-C-R---CID EXTENSION SLEEVE, COLLAR, do GASKETS TO ANGLE I I LJ I �---SCREW TO DUCT OrnlNTllb i�IECHANICAt SCHEDULES (TYPICAL) 13 I I �, (TYPICAL)----------- 1 2't12' I I i SUPPLY DUCT I I .... I RETURN DUCT � <-. --- RTU SUPPORT ANGLE -------- --- --- - - SEE STRUC :.;.:. -6 RTU SUPPLY & RETURN DUCT DROPS - END RTU CURB SEISMIC ATTACHMENT ,, •. r NOT TO SCALE -8 M- NOT 10 SCALE . til �ti-(1004.PLAg98-008 ..�. �... •. .. ' rnlog 5D'14117 Hlvd..#100 ..'.'.' ... L__._ k of 14 ...... ]F THIS DOC.UMRNT IS LI',`;`; ITT Ilr 111 III 11 III III I I III i�il�I I I IIIII�I IT IJ,eT I�I III 111 I I I�l III III Ihs�III III III I I III III III IIs III 111 1�1 I�tj T�r 1�1111t t t s�s I�s s�ljs�s III s�l I�s�I�t� l�yy� LFGTBLF THAN Tlile NOTATION, -I I-l�l - -- -I----I� I `��_I I I L I I`�L_ I-•._..--I�-I I81 1_!�."�'�_! � I_ I jl I �___•J AAGUS't Iy�/`1 IT IS DUF TO THF QUALITY OF V " l No.JO �•��"' 'PHR ORIGINAL DOCUMh'N'T, ---- - - ----- - S B�L 119 LL 9� Niiiii-, 6 L B�� L, LL �L '�T81i Li 8 T 9T �1sT ST Li ii L 8 1L F11111111 �9 ► ��L iaum� �� ►i� ��I�illllll1l��IIIIIlI► 1��11►1,11�I��11I��1I��I�I��I��11 ��I�� I1��I�I�IIIIIIIIIIIIIII IIUIIIII IIIIIIIII IIIIIIIII II�II�I��III IIIIIIIII �� IIIIIIIIIII 11111111II IIIII IIIIIIIIIIIIIIIIIIIIIW�I30X ,i SHEET INDEX SITE ANALYSIS LANDSCAPE ANALYSIS -SI.LL.ARBA: SITE PLAN C-1 5 400 5F EXISTING TARGE 1 SHOPS TOTAL GRADING AND XI T G LDING AREA: SITE AREA 385,400 SF 205,990 SF 591,390 SF UTILITY PLAN C-2 Q EXISTING TARGET STORE: 101 ,h14 SF BUILDINGAREA 104,908 SF 63,044 SF 167,952 SF (28.4%) w a a m EXISTING MEZZANINE: 3,294 SF PARKING AREA 232,792 SF 109,136 SF 341,928 SF (57.8%) EROSION CONTROL C-3 LZ 0G � L 104.908 SF LANDSCAPE AREA 47,700 SF 33,810 SF 81,510 SF (13.8%) PLAN GRAPHIC SCALE D o W=AL aR w 0 IO x ze •i Q PROPOSED TARGET SHOPS TOTAL DETAIL SHEET C-4 0 m IN VIRICT PRQPOSED BUILDING AREA: SITE AREA 385,400 SF 205,990 SF 591,390 SF i ince = 30 n N CIVIL NOTES C-5 1 EXISTING TARGET STORE: 101,614 SF BUILDINGARE% 121 ,490 SF 63,044 SF 184,534 SF (31,2%) M EXISTING MEZZANINE: 3,294 SF PARKING AREA 216,085 SF 109,136 SF 325,221 SF (55%) LANDSCAPE PLAN L-1 U PROPOSED TARGE? EXPANSION: 19,876 SF LANDSCAPE AREA 47,825 SF 3 3,810SF 81 ,635 SF (13.8%) IRRIGATION PLAN L-2 <1 41 a1 TOTAL 124,784 SF ^ 5. 5*f 114 45 O U U I EXI9TN O FC-7A L STC -- PARKING ANALYSISi z w i N 0?' j2'r 5"E ' aa. CITY OF TT PARKING REQUIREMENTS: j 1 STALL PER 400 SQ.FT, 00 cr PARKING STALL STANDARDS 00 STANDARD: 8'8" x 18' r COMPACT: 8' x 15' 'Q► m 1 HANDICAP 9' x 18' w/ 5' AISLE •, � w X n- 01 U N 00•20'0e"E , �� a� 58.64 �N BUILDING EXPANSION J a a r PARKINS REQUIRED: 312 S.F. 3 � z EXISTING PARKING: 506 0 560 S.F. U 4 PROPOSED PARKING: 439 " I''`� rn STANDARD: 263 COMPACT: 166U% c HANDICAP 10 n'u'4fr..�9 ♦ J W EXISTING PARKING RATIO: 4.82/1 ,000 SF ;� � I ;, _ PROPOSED PARKING RATIO- F43.55/1,000 SF �• U o � 4 Q a L+ � _ Z pen) � BIKE RACKS Dch I ► Lt) T A R G E T S 4521 '29"E 101,614 S.F. (E) 269.47 F.F. L, 03 �� .. VAN \ I W V ` Ctj z 'ACSSIBIE ROUTE PER OSSC. SECTION 9.16' ' w L i 2 i "STING STAIRCASE TO 6E �- BUILDING EXPANSION REMOVED, SEE ARCHITECTS PLANS .r.. � c c � � + C 19,316 S.F. z S 46'21 '24"E `72.92' L `cj 0 tl /K U. .1;N T1 eLl- Ci�APACTbR ,--RE64 VE _ _ 1 t» CITY OF TIGARD 4> � _ �g aPP►oved........ � EX1S'11NG UGH' POLE b ' 1 LOADING DOCK TO K RELOCATED QOnditfonall ........................ ....... ....... ( < � �, ., �. • ., � -->( �R I they proved... ...... . ..... ... IT NO W pS e' c,ibed in' I Z _- ` 7A' - - � RELOCAIT SEa letter to: t'otlPw ..... I 5 0 1 101, NEW LANDSCAPE 1 LIGHTPOLE ........ 49 _ 1 Job Attach., ( F-- m U I - - .. a. C �NSTRUCTIUN - cONSTRUCT NEW � LAND PE � � � STAGING �, RELOCATE AREA EXISTING TREE r t.AN TER U�'H T TO REMAIN. ' 1 ' Z 46'21 '24"E POLE W (,1 3 � 55.29' AREA RELQCATED E)OS11NG LIGHT POIf f a: (A Q Q O 3 _ N 170'20'08"E 630.03' s� ca 0) N 00'12'57 E 300.8 7' VICINITY MAP - --- _ - -- 1 CONST, NEW : . . .,_�..., _ r�✓ NTS l C—.� -. HANDICAP �'� �— ,—- S. W. P' F A F F L E RAMP -.._.. ,_�. - '~ 9 m I - DETECTABLE WARNINGS. DETECTABLE WARNINGS ON WALKING SURFACES �r SHALL CONSIST OF APPROVED TEXTURE, INCLUDING, BUT NOT LIM!TED r _ TO, RAISED TRUNCATED DOMES HAVING A DIAMETER OF 0.9 INCH (23MM) NOMINAL, A HEIGHT OF 0.2 INCH (5MM) NOMINAL AND A CENTER TO ;D PROP CENTER SPACING OF 2.35 INCHES (60MM), SANDPAPER OF BOAT DECK c1;1 I>,�:F�'S, STRIP 1 --1 /2 TO 2 INCHES (38MM TO 51 MM) WIDE APPLIED TO THE WALKING 1 ,961) A 0 acs PROJECT SURFACE WITH ADHESIVE 1 /8 TO 1 /4 INC ( Q- � H 3 2 TO 6.4MM) APART. ATTACHED �� '!y MATERIAL SHALL CONTRASTVISUALLY WITH ADJOINING SURFACES. '"`°°" RP C) r- -'� PFAFFLE <<s N. SIT98-0004•I'LIV198.008 9009 SW Ball Blvd.,11100 LL) r 9 of 14 In ..._.. __ ...... .awwrrw.wlwMw✓!9MA'7M4.WFT+w•..w.. iwCi.:..CJ!J-:. __ _ rn. —�- . IF THIS DOCUMFNT IS LFSS I lirjrh lITI IITjIIIII1III IIII ' �II IIIIIJill II IIIllI 11 IIII IIII IIIIIII,III LRGI3LTHAN IIIIS NOTATION, IIII IIII�I��I � Mm r - 41 - _-I! I— WII I � wl— � � � /V� �I^ IS DUF TO THF QUALITY OFNo]d I TIIF ORIGINAL DOCUMENT, �E lZ f�TZ LL 'I Z t-- LOL 8TB[ Iiiii [ 8 ��L �f3 F1111IT111111111JI111111111 L IIII IIIIIIII IIII V !�I�I��II IIIII��II�IIII�II 11,1111111- III IIII�IIII IMI►��► IIIIIII�I�IIIIIIIII �III�IIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII Illlllll�lllll�lllilll►�� IIIIIIIII IIIIIIIII IIIIIIIIIIII IIIIIN�� EXISTtIVG RETAIL. 816OW V)IR. LEGEND w ''+' .� ,ti, �,�. I « k�� w+�►+�+rw�Irrrr..rwir�n�ri1 \ -.� . -... � `_,Ol,' I ;� Mr.xrA•v••,yM,rYl.►•�.l:,r. Y ' -_ -_.— --7 W lf, ,` ^� � Jr . •V-Nl:'.. Y i.( ,•.y.J..yam#,..i:1 r, ` _ -_ - -- - � � \! ,• �11 • r rar. E:XIS FING STORM DRAIN CATCH BAST - Ac. F ? EXISTING SANITARY SEVER CLFANOU E' x m j --� GRAPHIC SCALE t. � `; r r m o 'o m w, anEXISTING FIRE HYDRANT o � a a fo'i7 � - 4�. • -' I c• r � _ - - ---- EXIS11Nr, SANITARY SEWER MANHOLE CK I I ! ! - �, �;TORM DRAIN MANHOLE IN rEET 1 � 1 SIGN },, I I Inch 20 n o 0 EXISTING WATER VALVE u LAJ Z c i, C '?•_ `_ . IRR f ,- y + EXISTING GAS VALVE - aOD ao a ,4hE'' �'�• SRF' �'`' _ "a I r � - `` � - _ EXISTING CONTOUR �, � I sT I EXISTING ELEVATION 76789• } J . C1� �� _ ?bb Jt• 76F BUILDING EXPANSION :r ,t�+ ic — TOP of cuRe ELEVATION r!* FS - FINISHED SURFACE �a -ILI : '. > "a� o • W I 560 S.F. f +++ HP HIGH FOIN' oo v fa t � � C.� �� N �,.^ �•' FF - 269.4 - c.- r ttii r GR GRATE ELEVATION u1 gars R . � ,. .:_ : ...�. _�-e, h , k PAD 268.64 + ,�j It j I � FL FLOW LINE ♦� ,I 'IU ! I / I t c7f Q w L ly 0. GRADE BREAK 26h 431 ' .__._ -_ k -- - - _- RIDGE: UNE I Cts �n i <• C•� ,�. SWAL E Q 00 w •c�h °'"�, 1 1 `i , — _ SAWCUT UNE t, r.. ,., x I . u I ►� - `; • •' ' ` CATCH BASIN/AREA DRAIN w l i LSC 28t5,03• - ; R PROPOSED CLEANOUT PROPOSED CONTOUR c+ � x r � ( , 1 •' SLOPE M Ch1 � " L• f _ fDIRECTION OF DRAINAGE ARROW 5 , •+4, •,r rr! 11.4 _,y . ,� �. � ! V I Q 1016*14 S.F. (E � PROPOSED CURB n , � ,� I �'t� j 1 PROPOSED CURB AND GUTTER k o < _ . .. Y:; 269.47 F.F. u o N I� Z - DETAIL NUMBER C5 Lo a f 0Q I 7�i ", I i n + - C'S SHEET NUMB � ER � z V 1 n `r NEW A.C. PAVING t� Cn u-) 3' AC & 10' AB :�.� r �° c.%� � ( •. NEW CONCRETE s •'�'► rte' — 2".411 ++ t� A REMOVE TREE cr ., •+. w J r Z y REMOVE el REPLACE /1d Y Y�YY Y� � I / EXIST STAIR TP TOP OF PORTLAND CONCRETE REMOVE TRASH COMPACTOR NECrssARr ` ABANDON AND FILL WjSLURRY (SEE ARCHITECT'S DRAWING) \ CEMENT PAVEMENT ' EXIST. 8` WAi�^ LINE TYP TYPICAL. -CONNECT NEW 8" WATER SINE ABANDON AND FILL W/SLURRY ABANDON AND RELOCATE TO EXIST. 8" WATER LINE AND r-EXIST. STORM DRAIN UNE EXIST. TELEPHONE. UNE48ANDON AND FILL w SLURRY ABANDON BEYOND POINT OF - EXIST. 8" k 1" WATER LINE z CONNECTION. 3 ri4� J' .J A6ANUON ANO GILL W'SLORRY r •"`' �� E�,s* oa,>P INET•_. C-4 > 1. WITHIN LIMITS OF WORK REMOVE EXISTING CURBS, A.C. PAVEMENT, w ,VHF - ' • AGGREGATE BASE, CATCH BASINS, CONCRETE STAIRS, TREES, LIGHT Y • """•'''S POLES, SIDEWALKS, AND LURE STOPS FROM THIS ARLA, SEE C ' 14o� ( / -�. ARCHITECTS DEMOUTION PLAN. 1 1• �'i ? � Fl , l 2. ASSUME A 4• CONCRETE SLAB ANDA 6' AGGREGATE BASE, VERIFY I \ WITH ARCHITECT'S DRAWING. ."&M' 4 �. ,h "I /, e'INv. 260.00 ABANDON AND FIE_ W/SLURRY Q I --- I (EXPANSION AREA / 2S.y' • EXIST. STORM DRAIN LINE �/ 3. VERIFY EX. WATERLINE DIAMETERS AS EIGHT INCHES PRIOR TO � � � CONSTRUCTION. FF _ �; 27ns ( �� 4. CLEAN OUTS ARE REQUIRED ON AI-L DRAINAGE PIPING EVERY 10U _q a. ' 261.47 I \y s _.r -- / FT:ET 4N0 AT EACH AGGREGATE CHANGE OF DIRECTION EXCEEDING �• i rsJ� r4,' 135 DEGREES [OPSC, SECTION 707.4 AND 70751 1 PAD -- 268.64 �. - pR. -.c •_I •1 f � -/ R._, __ h 5. CATCH BASINS SHALL_ BE TRAPPED BY USNG THEINVERTEDONE- . �OZ� • �/ - - - -- -CONNECT NEW 8i WATER LINE QUARTER BEND OR WELDED BAFFLE. PROVIDE CATCH BASINS Q 7., �,,.,r„ ` `I I II- a ' • • • t0101 (j • .r I �, - / , TO EXIST, 8" WATER LINE AND CONSTRUCTED TO OPSC, SECTION 1108 SPECIFICATIONS > F-- " � '"`""" "•�• ' • �. ABANDON AND FILL W/SLI.iRRY Q C°) "'� Z '""" a••r•- .•r•w,:, I � }'. / EX. 8"W TO 111E NORTH 6. ALL CATCH BASINS SMALL BE A LYNCH-TYPE. THE DESIGN SHALL I � � eIN V. 260_7 y.l . . .. • . . . . ( 1 s•a� _ :;r _- ,�,\� �f77' ,gyp �� I ' . 'i �•"` ` 1! „.,.„... 5' + y • % BE IN ACCORDANCE Nn 1N OPSC, SECTION '108 REQUIREMENTS. n C- CONNECT NEW 1y DK AT' >AO 1�6 g� f -CONNECT TO ROOF OR -- � / , ( •.. ►. --1!' ''r n •"••" •++w / t"` (n ) �--�__ ^" 7, ROOF STORM DRAIAGE PIPING MUST BE CONNECTED TO AN APPROVED EXISTING 7S' CMP AND ABANDON AND "7a � ♦ � -^- -"'•- SES NEL;'1i. nWC. ;_ �,,." \\:A �? �p • • . • .rw +. E)a W/SLLStRY EX. CNP OQYMVSTREAM 1 O> _ ., G,�TV �`\y` . , • • •�• -----��__ r 7 1 � �J Z Dc CONNECTION -` _ 8 'r •' :N N -- -- LIMITS OF WORK STORM DRAINAGE _YS TEM [OSSC, 1506, 1N04. AND OPSC .101: � 0 WM 12TH 0 2(yp eu I - 4 - -- •' T + ® `� AND SAWCIIT UNE 8. VERIFY EXISTING INV. DEPTH PRIOR TO CONSTRUCTION. CONTACT THE 10 w Q �N; t5"INV leoeo . - - ` $ C!r Q,Zi ---AA 'r a '` ENGINFER IF EX. INV' 'S OTHER THAN SHOWN. _ SEE NOTA 1 ]ET NOTES .. k 6I!r 7 _- - -- - Vi ° r —B,.X�„y�••Tl-E ) / !R Z "1 1 ��Ir �+4v 4 - ,� e.l3X q'1 ys� / t i `e �{ ,►/ _ A k �S 18"SC-291 LF 5-,0117 Y+hF - L b'N`v-m 2'S'' C @. r 6 WATCH NEW �A :_�_.._. __: -- R 291 C-1+4 ��11 _I 1 J aZfIV. 2 SQ Fxls'nNc Cuafl - - t INV. ! 8"W _ - - -._ -.a � "a 'W � S 24-INV. 1'56.74 � TYP i V F . _ ^71 SEE NOTES 5 A 6 - --- - 40 (c 7re1 It G 14 (IN) Q V•X0.14 QUT) ;EE ARCHITECT'S DMO. I 3 �* .� _,•s' ![S + � NOTTEE�S 6 !(If EOR FAMP I T1I�tP. INSTALL NFW 8" WATER C-4 *�' _ F ,.an,.,,,.,, LINE, SEE NOTE 3 I -2TYP r _: ) 7 � ` - /• ' k ` � CAN E F NEW 24 50 TO EI,E MANHOLE � r - INSTALL NEW IF �__ _ _ �JI'F-- - �i,,C�`.• ; __. C- (C-4 --H NRANT de 6"WAR NEW 24' INV .5599 /, f. !� r� VALVE - T A 1110 @ T s)wor c_. F ' R :J•7.1 7e. .•.w--.r'.11`-"fie•... ... «...J6 rlawn..,, n..•..«... ............_.. _ - q, .. - e .. ....�.. me pr ,• n ` I • — .,.. = +`syr,.- t+.w.- ..:a.rarrar�rsa Ylrc:>lirci,�- .r«."•..rr r . Y ` 1 ' •!• � � < II 4 ,MA . fir ,. AL1 _ ..<,y •,• r.,p,v. r« _...iIR:W�,.. s�_w_._ Yi 1.9• •^ Q, 1o,9A5F'Q % I a , 7 j. y T __- -t_ lel ►� b o �, o�n�oN � r r- - SI198.0004,I1LM98-Q038 •-------- ---- -----------.____ .___-- �___.�_ � 19 ? � 1q a i +{ �� tL.J 1/�` 9009 SW Hall Blvd.,ft 100 w 10 of 14 ..... _._. __.. ._..__. _....,.. w... ••r. .....,.».... - - ... .........,..... 1 /bVC.i'+itlP.rxa*emcs ne•.*.'F" ""..' —:..w'> fr IIr TII III III III III I I III SII III I I I I III 111 i�l IIl III 111 I I III III III III III III III I IIII III III III IF THIS DOCUMENT IF LESS III 111 111 1 1 lli 111 111 I 1 III III III Ilt III III III I I " I I if I I I �, - I I ,? I I I !� I I I J l I 16 I I / I 1 8E— IT LEGIBLE THAN THIS NOTATION, - - j ._. I-- -- ---� - --- - -� --� _- ----1 ---L— - � 777 IT IS DUE TO THF QUALITY OF Noae "• THE ORIGINAL DOCUMENT. - - - - - -- -- -- - --- - -- - - - - - - --- - I — - - ----_ £ 8Z B>v LCL 91L �Z 6jL £ �L ijL OCL 8 i 9�[ Lei 9l 9ii 1�[ £ji f�i Tri � � 9 rllillllIl U11111111 £ G nl11111111'd:nIi lift,iiniliillllll1111 lllllllllllllil In�liin uillln1llnnll�lulllln�lllr�l ti I 1 i I _ SEE ARCt+ITECTS -- PLA N-_. X. CATCH SHEFT A ',4A �l 81 BUILDING - - ��////l/////%///l/////// CONIC. TO BE SCORED TOOL 0 SIMULATE HIII&E5 CURBING ��- p EDGINGF B 8 m- 1" BATTER -- 41 1' RADIJS I ----- 041 TC OWN -.— APPLY TACK COAT + +ir Nea618 %ems tiSPHALI/BASE -` ` TOOLED EDGE ' a ,I I � iv ' �- FIN. GRADE t PGC �r -PCC RAMP _ CONC. SLAB WI H • �\ SIDEWALK 6X6X10# WWM , : vi ii//i;/i;;177, �' " • -- V) z < 01 SEE GROOVING _Z '. , --=- -- --_ f - - 1 7 LIQ --, M I DETAIL -_ < - r / / - - Pt/►:E N Wf STRAIN / Q„� __�s '.-._— — . • . • R ABUT fiAlFS 4" AGGREGATE E3ASE PLAN `� I /� I EIETWEEN �A'r BALES 00 co CID BEYELEU • 45' 12X M w l� .• , o `�, I • . ' • . v �' .a, I I oi 1 Izz , — MAX. r-MAX. �1_110YN�1[n �O 1■ • : �-•�- . r _� + _ - / / � . T1C.►iTL1' T(�GEiNs]i � N _- cxrwrwr JDetT,- °� 6"x6" 10x 0 WELDED m WIRE MESH / rT M MIN. ----- _ s - y BALE WOES To ll 4' MIN. ��C11R6 `�' CLASS A CONC.�q/ GUTTER — WN) #00 SAIkAW1 - i 9E GMUND -� 'v FF ,�- - 6 CLASS II A B. -- 6, I v ro cEaoului a co RAMP DETAIL / �`_ > ` APPROXIMATELY 3 4" ernTn�rr coat To aI en ON carPAcres s+x _ / COMPACTED SUBGRADE - .�_ _�_ 1 iq , aa)OY ROW AIL urcSc CONT. W uw.ccs OL ' i'' UW4S. I AW, 40 CO `'A'. (95% IN UPPER 6') ANL AT K. EC C1IhES, tg110['S AND CIDIM(RS -7--u-1117 V �, r aJ • `VERTICAL CURB ULIAIL ('DNC. MJACkNT TO ASPHALT �WtNC. CURB ANp Si,�EWALK k�/ N01 10 SCAIF N0/lO SCM, C EX CATCH BASIN ' 12 < I � ' � _ I -� a Q U W I HAY BALES AT CATCH BASIN ��IHANDICAP RAMP )ETAIL MY TD SCAB - NOT ro 9C --- I 1 Q 00 0 � WF r- O D Ur.T Cara,Basi, h 6' war (14 W Q rx z' wMo Rvin!e- px;kqft.-- _ -__--_ Z ilfSiir.S�.C"' CAST IR'+N 14AMI AND CfMA _.� ' -O■ -_ LO o -- -- � a sUWACE AS II�oLWAW sT a1Y - ''-2 5 wl RESERVED T Of HANDICAPPED r V-60 x 1'-0' x 19 GA REFLECT14 AVAILABLE �t ` `� PORCELAIN ENAME, STANDARD �j a , \ • . .�' .. �.' DE I 'JNHANKAPPEDPSHrr18U BOL w 0 ~ �,: u) b STEEL TUBE WTH 3;'8" CADMIUM - U C3 C14 15' ✓Rx705AlS� / PLATED PIMP,, NUTS AND WASHERS C) rj c r r .c' � NACX WITH 14(UM ALL MOUND / ) nw•w...,�.■w�.,www. / 'i0 THAT P%ER BARREL DOES I �„ i U f I -raw www M. NOT seem w� r w�r■w NOT Tt)UCH C.I FRAME i I UWJTMpIIG1!'f STN SEND vD1C) ��t�•i all.• • \\ ♦�__i��t ..w w LOW(. P"US i�TMW; ■ NOT'1a119"y"lir?Airw•�a.°♦•i ( / O // IIO 9L NMpAM A!'RTOIb �i �rf w w s w .w,r. ■ � \ ; .• / _.--�.� I � d'RACJvnS rWD[D TO D++1 r a�.�d"—ww.wa r�m '� U�-CHANNEL STEEL POST *I a 11111i ANu TOW = 0)uPu++c - 41 Dwxt r>e w 1 PAINT PIP_ BASE BLUE ---_ - Cv.r 22W.e -�� P.V.C. PIPE - -� No DErtEciv»+ PER111Tn 1, PAVING .w-. ■...r... --•-� AT INIFRMEDIATE JOIN ! • I � -- CJST 1Ci1F,1W,..�. -- _ _ -- ee IMS PNCE t'-E" DIA. CONCRE(E BASE- CLASS 'A7 OR •1' CG VCRE.'EFVU • O — — — (DO WIDTH 0F ,BENCH O 4 - --- ----_-•?• (DO NOT ENCASE J00+15) F J "HANDICAPPED PARKIN,;' SIMV TO CONFORM TO CURRENT If'M UNJISTUitSE[+ ;Rl1UN0 W � BSER 5TATKIN'�NG -�- STATE OF OREGON MID LOCAL. COCES ANC REGULATIONS.-- ■w - -I �_ A STORM DRAIN CLEANOUT DETAIL 8 I-ANDI�,AP SIGN _ g HANDICAP ENTRANCE SIGN --- UVAM ^11111113AW 00HOMM NOT TO SCALE NOT TO SCALE CATCH aASIN OR EOUAL__—`= NOT m Scut W USE NERVY fRAf-FIC SOLID LIC (X 0 C] cr_ Q �. > >- W J Z co co In = z w 0 Q 3 0 m 0 d V PRgF��S. 10,965 am 79 cv I I.98-0004,PLM98-0038 O 009 SW Hall Blvd.,0100 d { of l4 LL� a r �I IF THUS DOCUMENT IS LESS H1f II III lil III III I I III III 111 I I III III Ill Ili III 11T 111 11'111 III III I I III III 111 i I III III 111 I 1111 III 111 1 1 t(1 t1i 111'1 f 111 111 1111111 III Ilill(I I I „,_,,. .�;, LEGIBLE THAN THIS NOTATION, __1 I _-_-__�l__ _-- - ----I_.�1.___��.�LI �--- I----__`-'1_ I ---�h ---.._-�__�1_"_.__� _.J_ IT 1S DUE TO THE QUALITY OF _-- THS' ORIGINAL. DOCUMENT. -- - — - ---- T No 36 �£ 81T, 9TL�� 19�++ 9rL1 1rt + fi7 6 I IF, S of ++ B�41111I1jg�1 S1t__I illY�_ � _jL___I9��1 1 f i 8 I L VIII IIII�IIIIIIIII�IIII IIII�IIII ,III ,III IIIIIIIII IIIII111111111111111II�III1 ,ill 1111 IIII�IIII illi 1111 IIIIIIIII Illllllil lilllllll 1111 ,III illl IIIIIIIII IIIIIIIII ,III ,III ,III ,III ,III IIIIIIIII IIIA IIIL!III II1111111 ,III Illlllul IIIIIIIII ,III ,III Inl IIU ,III ,III II!Ilu�' IF 1i4iRT TIHE C �.1. ABBREVIATIONS SYMBOLS I C,IhiRACiOR AC7R�6 THAT, IN ACCJRUAIKE wn, GENERALLY tM6. TTHE AC>tiAL Rt.MOVAL AJNU RE(:OIIPACT1pN OF THE SOILS pS,H�AD � 7. A;L, SE AER AND WATER SERCTCES StHAL(_ 8f CONSTRUCTED TO WIT(IN S FEET Of 2 AFTER PLACING THE RFTNHNN(i WALL FDUNUATIJN R'_INFpRCING AID PRICtk TV AC(1 ASS E CONSTRUCTION PiRAc;.KES, T1/E CONTRACTOR VORIML.L BE REC D PERFORMED IM SECTIPOSE E A THAI THE ENTIRE I.UNG1h (lf THE CARD THE BUILDINGS UNLESS OTHERWISE SHOWN HEREON. W CONTRACTOR SMALL VERIFY POURING ANY CONCRETE THEREIN. THE REINFORCING S!,ALL BE INSPECTED BY THE CO ASSUME RING THE COHSE OF CONSTRUCTION FOF1 JOB SITE ALONG THE T14FXSED EXCAVATION R NOT EXPIRED. A COMPCHECKERB0A1R0 TYPE THE SIA, LOCATKN AND ELEVATI(IN CX THE UTILITY SERVICES, IWLUD .G THE STRUCTURAL f.NGWAER FOR oomPumu. AB AGGREGATE BASE LF LINEAR FEET �"-.j CONTROLLER CABINE i GOW011N0NS DURING THE COURSE OF C(7h5TRlCT101N Of THE PR+�4CT, PATTERN IS TI+E BEST MEIM(>D FOR REMOvTNC AND RECOMPACTWG EVERT MNCLUONIG SA►ETY OF ALL PERSONS MID PRIPERrr ills REQAREMEN' OTHER SQUARE, AND GOING BACK AND RECOMPACTING EVERY OTHER SQUARE. FiRE SERWA. VAT4 TMI BUILDING CONTRACTOR PRIOR TO THE INSrALLAIIGN ALL 61 LADE TO APPLY CONTINUOUSLY ANL NUT BE LIMITED TO NOR6A,L TI* WIDTH OF rWSE EXCAVATIONS SHALL NOT EXCEED 10 FEET, AND ARETHEREON, AND SMALL NOTIFY THE EN/INNEEJR AND OWNER IAMIEDIATiIY OF MtAL ASPHALT CONCRETE acuclillak MW MONITORING HELL FIRE HYDRANT WUR1'IIG "OURS, USUAL,-Y EauAL TO WE LENGT OF THE BIALDE of THE EQUIPMENT. t)•SCRfNANC'� FROM THIS PLAN PRIOR To aRocEE.ING AU AREA DRAIN OHE OVERHEAD ELECTRIC I CONTRACI')R SHALL CAREFULLY AND THOROUGHLY EXAMINE THE PLAN AMU TME - ) GUY POLE pp ca , ca x AVATIaMs SHALL BE AUEOUATFIr SNWORFD. BRACED AND SHE:ETEL; K. AS ANOTHER PRECAUTIJN, THE LLEvn(X•A OF THE STRUCTURE SHALL A59 AGGREGATE SUBBASE OHT OVERHEAD TELEPHONE � 50 THAT 1T EARTH MRL N07 Sl10f SEr7lE AND Sn THAT ALL BE MEASURED, AND MONITOREL DURING GRACING OPERATIONS AS M 6 SEWER PIPES SHAT BE ABS ACR(jNOWr(LSrEYRENE `DR 35, SOUP WALI- EXTRA SITE TO UNTAW FIRST-HAND KNOWLEDGE OF EKISTING CONDIT16NS PRIOR TO U DAMANG nlPRorElmA RE ANY F WILL BE Nur ADEQUATEPROTECTEHO FOOTIINDICNGS (>A Loss SI BEARING AND LATERA. RESISTANCE To THE 5'RFJ4GTH w1N sLv�rT ft,-DED COUPLING JOINT; PEI; STANDARD SPECIFICATION 1NSTAU. COMMFw�FVEmT OF BI001NG. BFP BACKF_OW PREVENTFR IaAE PUBLIC ACCESS EASEMENT HANDICAP SPACE ' UAYA(O. ANY DAMA/E RESUl11NG FROM A LACK 9r ADEQUATE SHORING, SHOULD E ANY EXCESSIVE. SETTLEMENT DINT CTR D FOIL IS NOTICED, MURK IN ACCORDANCE WITH THE MANUFACTI.PER'S RE-COMMENDATION ; AND TIDE SIANOARD5 •ND w ` BRAM'1NG ANO SHREETIHE SHALL BE THE: IRESPCPNS6NUri OF THE SHOUlO Bf SUSPENDED AND THE OWi4ER AND TOILS EIS NOT SHA,.1 BE SPECIFICATIONS 2 EXALTING STTRU':TURfS, BL4.DIINS, i(]UND•nONS, iRASf( DEBRIS, L017SE CB CATCH BASIN PB PULL BOK � P(11ft�-R POLE Q 44 I CONT AL1IR AND Mf SMALL EFFECT NECESSARY kEPAN+S ]k NOTIFIED AT ONCE VIBRATORY IOMPACIIOI. EQUIPMENT K NOT SlX1FD GV TRENCH, UC7IOI11 AT OWN EXPENSE tV�ERE THE EXCAVAIIIN FCNR A FDR COMPAI TINKi SOILS wTHw FIVE FEET OF ME EIo5TM4G BUILOIENG FILL, TREES, ROOTS, TREE REMAINS, AND OTHER RUtOSH SHALL BE REMOlow, CL CENTERLINE PGK PACIFIC GAS & ELECTRIC � j ONIRH. AND/OR STROADIE1E ,S FIVE il£ET OR MOIRE +N DLY'M, TME 9 WATER FIRE SERV1 E UNES 4' AND LARGER FROM THE DETECTOR CHECP TO OTHIi, PIIGD, OP OTHERWISE asPos&J OF w As TO LEAVE THE AREAS THAT HAVE BEEN DCV DIRECT CHECK VALVE alV POST INDICATOR VALVE m GAS VALVE iX)t4TRACTOR SHALL PROMDE ADEQUATE SHEETING. :)ROPING AMG BRA►CllNc s FEET OF 714E B,ALJ]INc SHAH BE Pec PRFSSIRE PIPES. CLASS 2a, WITH RLN,;-nr_ CA EQJIVALLENT IWETF4Gp, FOR THE PR07EL71pN lE lid, iJlt tJMB, WiNNCFM DISTURBED WITH A NEAT AND F1N1SKID A,IPEARANL'E. FREE FROM DEBRIS SHAD CONFORM To THE APPLICABLE CONSTRUCIM SAFETY ORDERS OF THE 10, IN AREAS TO BE PAVED, SUBORAVE 41LIL SHALL BE COMPACTED 'O 90-S JOINTS CONFORMWIG TO A.W e (:900 I DIA. RATION 18). DWY DRIVEWAY F'UE PUBLIC L 11L11' EASEMENT O IRON PIPE DIVISION OF INDHAU. ALL S CLOY uF /T STATE (X CAtiENTSiA THE MINIMUM (NNS SHALL APPLY TO BOTH CUT AND I"ILL AREAS) 3 UNGERGR(LDNO STRUCTURE ALNO OTHERS. WHERE THEY EXIST ON THE SITE. MUST i s ; I ! CONTNACrOk 5i4AW. ALWAYS CCYPLY WITH (}511A RECURFA(EJN15 TO. DOMESTIC SERVHCE: LJNES 2' AND 51AALLER SHALL BE P.V.C. PRESSURE FIPE, BE TOTNLY REMOVED INGLUDNG AL. OR,MN RUT'S AND CONNECTED LINES, UAOER E ELECTRICAL UNE PVC POLYVINY7 CHLORIDE PiPE G RAILROAD SPIKE � SCHEDULE 40 IA�AFS' OTHERWISE SHUtNM UPON THE PLANS. THE OBSERVATION OF TH4E GEOTECHNICAL ENpNEE'R. DEPRESSIONS LEFT FROM ANY ESI ELF:CIRiC 80X {� RIDGE LINE I � Q rNalk[EmC REMOVALS SHALL BE PROPERL( FILLED AND COMPACTED IN AG.ORDANCE WITH MESE ) SANITARY SEWER MANHOLE J. DUE i0 POTENTIAL FOR (.LICA! TRENCXI WALL INSTABXJTY' t+ NMhTE7R JNES 4" AND LARGER SM Al HAvf • MINIMUM COVER Of 41 INGHES TEWMARr CUT SLOPES NEEDED TO ACHYEet THE PROPOSED SuO%AOE 11. MOST IK THE ON SITE SOILS MAN BE REUSABLE AS EhpNEEREU FILL SPE:IFICATION% EP EDGE OF PAVEMENT 4cp REINFORCED CONCRE7 PiPE - ELFVATiONS SPALL 6E C(MMUCTED AT IF1(1INATIGNS NO STELEPER THMi � WATER UNE• 2' AND SMALLER SHALL HAVE A MINIMUM COVER OF 36 INCHES. IH IV IN THE EXOYTING AND NEWLY PLACJED Fi,1 SOILS_ HEAVY CWC& OVER.12ED MATERIALS GREATER THAI SIX (6) INOEES N DI(AI:NORG EX EXISTING SD STORM DRAIN PIPE 0 STANDARD CITY MONUMENT It 9 ` COhS1RUC17ONI LOADS, SUCH AS noW RES"nki; FROM SrOCKpkfS AFIO NAVE BEEN REMOVED AND AFZER AN'� VEGETATIVE LAYER AND ANY ORGANIC 4. THE AIETHOOS FOR REMOVAL OR :;DEIST 9f ACF IRRIGATION MIO JnUrY LMIES � I I HEAVY MAC7INfRY, SHrOULD BE KEPT BAC1k FROM TME lop JF TIRE ��` ARE �� ULSPOS8) OFFINCHES F,. SHALL Of PLACED IN t: s ORM OFOAIN PIPES SHALL EE PVI; WILL DEPEND UN THE DEPTH AND LOCATION Of TIRE LINE IN REJATI(A4 TO FUTURE FDC FIRE DEPARTMENT CONNECTION SS SANITARY SEWER PIPs 'k )e 00 ` EXCAVATION A 115TAVV(� EQUAL TO THE DEPTH Of E+OCAVATION, AND ALL LIFTS NO GREATER THAN E) TO ;B) INDIES THi R LOOSE A HE MAXIMUT.M DEVELOPMENT UNLESS OTHERWISE SPECIFIED, REMOVE THE F40E AND COMPACT THE �I STORM DRAIN MANHOLJL CI '' S IIIA WATER SHOULD BE DIVERTED AWAY FROM THE EXCAVATION AND S)YCXIU� IE COMPACTED TO AT LEAST W PTHE F OF THE MAX7M14P RT 13. THE $ITE WATER MAIN AND APPURTENANCES FOR ME FIRE SLRNCE SYSTEMS a V1 FINISHED FLOOR SSCO SANITARY SEWER CLEANCUT - ✓1 DENSITY UNDER THE SLAB-(W•-GRADE AND THE FOUNCIA710N5 IMPGRT SCXI IN THF 7RFJNCh ACCORDING TO TI.£ AP'PUCAN911. PORTION., OF T►4ESE MATERALS, IF REQANE.D, SI-ALL HAVE A LJWID LAAT OF 25 OR LESS, SHALL- COMPLY WITH THE FIRE DEPARTWENT REQIIREMEN15. NOTIFY FIRE DEPARTMENT SPECtFICATwNs. FL FLOWLINE SSMH SANITARY SEWER MANHOLE � STREET SIGN 4. IT IS THE RLSPONgOIUTY OF THE CONTRACTOR TO OBTAIN PERMITS A PI.ISTiCITY INDEX OF 12 OR LESS ANp ETF UNIFORMLY GF.ADED WICO TH, NO 4B HOURS PRIOR TO THE START OF 714E WATER SYSTEM NSTRUCTION � � NECESSARPEW ORM T1' PEORAI THE WORK SHOWN IN THIS! PLANS FROM THE WATER THAN 30 PERCENT OF 11E PARTICLES PASSING TME N0n. 200 5. ANY WEDS ENvOUNTFREG SHALL BE CAPPED N ACCORDANCE WITH THE F5 FINISHED SURFACE SW 51DEWA+►U(. STREET LIGHT + i M'PROPFtlAIE A(XJ4CE$. SIEVE ANO NO PARTICLES GREATER THAN 6 INCHES N DIN+ENSUIN, AIL 14, ALL S&VER AND STORM DRAIN CONSiiRUClIdM SHALL l+ROCEfn FROM THE REQUIREMENTS Of THE G1Y OR COIRMri iEALTH p&PARINEMI THE STRENGTH OF rlR' CAP I 5 111E CONTRACTOR SHALL TAKi. EFFECTIVE ACTION TO PRFvENT THi EN(ANE� OPRRATK�IS SMALL LE Gt35ERAED AND T["STEL' BY YHf i0(lS pOw15TREM1 CONIECTP7r1 TU THE UPS'iiEAM TEIEMWUS C GALS PIPE T TELEPHONE LINE fM�1 SHIALI ETI EQUAL 7C, THE ADJACENT SOIL AND SHAL_ NOT BE LOCATED wTHr4 5 FLET m WATER VAL.VIE 4/ I FpRAAATTOh OF AN AIFbORNf Wsr INUIsAA4CE AND WA•1 BE rRESP+IPN98� . OF sTRUr.TURA1 FOOTING CB GRADE BREAK TC TOP OF CURB FOR ANY LIANIA4,'F' RES(ETNG FROM KM FAILURE To TKA So I 11 THE EXISTING ASPHA_T MAY BE (MOI)IND AND USED AS ACQLGAif I• SEWER LATERALS 'iHALI Of PLUWAD AT THE POINT OF TERMINUS SHOWN HEREON 12" � TREE WITH 512E � ' BASE BETNEATM PROPOSED PAVEMENTS ARID THE ENTIRE SYSTEM SHALL THEN BE TESTED ,N ACC( NDANCE wn+ THE COk111RACr GM GALS METER TP TELEPHONE POLE _ 6 TML CONTRACTOR SHALL PROVRDI FOR rNC,NE`_IS AND F(IRf55 iYR SPECyFlI:ATiONS AND OC'VERNING AGENC/ RECULREMENTS NO BUIL[;,mG C(~CTKDNS 8 11 SHAD Bf THE CONTRACTOR'S RE5PON9QUTY TO DETERAMNE THE EXISTENCE PRIVATE; PROPERTY ADJACEJNT TO wORP. rmftuGHOUT THE PIMOX O 11 N,CT USED SNALLL BE MADE TO 1}U: LATERALS UNTL THE ENTIRE SYSTEM HAS BEEN TESTED, AHI, LOCATION Of All UNDERGROUND UTILITIES. THOSE Sl40VA REPRESENT THE BEST GP GUARD POST TS TRAFFIC SIGNAL � TREE F>EMC;VAL � � 7ONS11ilK'THON APPRO%CD ANU A(-'CEP'EO BY THE CITY AND ME OWNEH FINAL AIR LEAKAGE TES'S (NESE PLAN e.<NL rAJ A Sly ASSOCIATES, INC. AT THf. TIME OF °REPARAMXN GR GRATE TS8 'TRAFFIC SIGNAL BOX , 14. NCT USED THESE PIANS NO GIJARAN110 IS MADE AS TO THE AC'CURACI nF THIS INFORMATION TRANSFORMER Cp ' TME UDNTRACTCIR 94AIu PROVtOE ALL IJI:HTs, >7p�, BARRIGAI)Es. SHALL BE MADE AFTER ALL BACKFILL HAS BEEN (OAIPI:_TED AND APPRI)vEp BY n4E HCR HANDICAP RAMP VG VALLEY GUTTER I[,!I CV �I (�� FLAEHA/fJl )IR OTHER DEVi0E5 NECESSARY TO PROVIDE FOR SAFEri 15. COMPACTION SHALL BE ()BTNNED BY ME1i400S SNECIfl(D BY AND TO `NF Dt:GREE S. ENpKEER 7 UTILITIES SHOWN ML FROM RECORD INFORMATI714 ONLY F3AR6ED HARE FENCE I. Y U SPECIFIED BY THE SIMS EIIIi . INV INVERT W WATER PIPE X 1 POLICe. THE FvtF- AM ULAI 5HA11 V (MEI Am4 it l£PHs.pol Kou F +OR 1B MANHOLE, VALVE, MEIER BOX. AMT. WANOW REM ELEVATIONS, ShOWIN OR NOT IP JOINT POLE WM HATER METER p ___— CH+AIN-LENM.EO FENCE + ':WAINE. MCE ANBUIILK, I AND aNiT Af 'HE HRf5POA1SIBlL FOR SHOWN HEREON. ARE APPROKMIAn: ONLY. ThE CONTRACTOR SHALL EHE ,RESPOISEBIE FOR a LAWFUIO DISPOSE OF AIL EX(£SS MATERIAL (OFF THE PROPERTY MAMN1D1M4CF Of urunES IN THE v1uEFITY Of TFIE JOB 51 TT td rt ANY uNKNOMN SUB-ShcRf ACE i1RUC:nJRES ARE ENCOUNTERED DURING § CONSTRUCTION, THEY SHAM IMHMEDIAIL'LY BF BROJOMI TO 114E ATTENTION (A THt ADJUSTING THE RIVS AND COVERS TO 'ME FIN11-CO PAVEMENT L,'(NADE AFTER THE SITE � i O ANY D(NATKYNS OR a+ANGIES TO I14ES( PLANS WITHOLIT YRIT FN 9 OBTAINMENT OF ANY PERMIT., (REWIRED BY LO,AL AGENCIES SHALL BE THE JT JOINT TRENCH o WGrw FENCE ,� ''I " SOLS E]NpNFER AND THE OWNER PRIOR 10 PROCEEDING IS PAVED AND SHAM MAKE ARRANGEMENTS FO; ANY ADDITIONAL PAVING REWIRED RESPONSIFlUTr OF ME COFITRACTOk' ` � w Qt x1i APPROVAL O' TNF: pESC/1 E740NELIf SHA►.. AElsQ.VE TIE DESIGN (]I(.1NEFN A f� O (3f ANY AVC NL 9 RESRG1fIfS1f1yl1iY ()F SND DE NATION; f]R t?4AN3ES I-, UTILITY UNE �DNSTRUCIICIIN SHALL NOT COMLENCI UNTIL THE SITE HAS BEEN SAWCUT UNE Aa 1/1 17. GUST SHALL BE CONTROLLED BY WATERING T1iROlp4(X T THE (TRADING AND ROUGH GRADED AND CERTIFIED BY THE APPROVED 3OL`, ENGINEER ANC( (]tA[ tO AL: UTiU-Y LINES ON THE BUILDING ARTA SVOULD BE REMCIAI AND CAPPED 10 ALL RETURN RAM AND CJR9 DATA ARE CD FACE CO- CllIRB. BUILDING CONS TR JC nON OP'A A TiONS THE CON TR AC TOR SHALL ARRANGE AND PAY F IIN r — 11 ALL QUANTITIES AND PAY ITEMS ARI AND TALL K BASEL ON CONSTRUCTION WATER EN0INEFR/SL.RAt)R IN ACCORDANCE W41TH TIE CONTRACT PIANS AM) 'PECIFICATONS. -•777--J' T=Z WALL HORIZONTAL. MEA6L1REMfIIcTS 11 ANY DAMAGE TO UTI.ITY ,UNDDERGRCxND FACIUT,ES SHALL BE REPAIRED Br It AL. CKORINAnON STERILIZATION. PKISSURE TEST,-. Mr,)ROS-AIIC AND OT4EIt CONTRACTOR AT NO COST TO THE 004ER. PROPOSED STORM JFtAiN PIPE 16. T CONTRACTOR SMALL TAKE Q T THE GRADING PERMIT AW) NGTTFY '►4E CouNrr TESTS of WATER JNES SHALL BE MADE IN ACCORDANCE WTH THE GOVERNING DI lFES FO OF NTL74VTY SEWERS AND RUCTI l)FAR/% ARE INO7 11 IKSPE(TOR, SOILS ENGINEER AND 004M AT LEAST 4B HWar, PkEOR -0 THE START 11. CONTRACTOR SHALL REMOVE ALL SANITARY SEWER LATFRAL..S, CX.EANOIUTS, ErC DISTANCES FORM ( 1N7EA TO (FLIER OF STTRUC)IIR£:, ROUNDfI 017 T7 rHE OF COVSiRIICnON AfENCIE;' S AWARDS AFID '>pEO]FICATI)PIS THE FIRE DEP ARRMEN SMALL NEAREST FOOT P (ON-SITE) MIG SHALL PLUG EGSTING LA ERALS AT PROPERTY LINES AS SHOWN ONPRESENTDURINGu1 H,YoRosrAnc 11:srS MINIMUM TEST PRL"SSUNE SMALL BE ?OU PIANS. a PROPOSED STORM :DRAIN AREA GRAIN `t fD U ao t pSTNNC, UN1)ETRCIROUNO U iUTI(S AMIE IHIPROVEMENIS ARE SHOWN IN +9 T!E CANTRACTOR SHALL BE IRfSPONSElLE FOR THE LOCATION ANN( PROTECTION Of PSI. FI)R 114,E FiRE SEkVKE LUNE I!1 THEIR N'P10 THE LOCA'110N5 HE A UPON RECORD INFpRMATf ALL EXISTING UTILITIES TO REMAIN, IN MISE WTHIN THE :ONSTRUC(IO4 AREAS WI/&MER t) THE CONTRACTOR SHALL tiOr ALLOW RUBBLE 10 ACCUMULATE ON THE PROPfR'Y . I Gf LANLAIBLf A THE AY NOT AT THE 11gtK O PREPARATION ac TT4Eo 19 THE CONTRA(TOR SHALL ARRANGE SCHEDIULE AND PAY FOR ALL. TESTS AND PFiOPO�ED STORM DRAIN GATCH BASIN W u PULLS. LOCATIONS WAY NOT HA►f. BEEN vACYop h THE EEE S NO Hb IN" OR NOT SHOWN HEREON ABANDONMENT OF Ex STING UTILr1F5 NOT '0 REMAIN INSPEC TONS R'EOLIRED BY GOVERNING AGENCIES. TEMPORARY SIORAGE SHALL BE PERMITTED FOR CONTRACTOR'S CONVENIENCE THE LA1 * GUARANTEE r5 MADE AS lT) THE ACCURACY pR ^O>APLEIENESS OF 111E IN U54 SH AJ O IN ACCORDANCE WITH THE SOILS FJK,INEEP'S RECOMhENDAnCM15 ANC CONTRACTOR ',HALL BE RESPKINSIBNf FOR THE SAFETY THEREOF IIEO>FiMAT1C)tM SHOWN THE CONIRACTUIR SHALL NOTTf" UTtXri COMPANIES ''HE GOVERNING UTiLiT" CONPANY REOUPEMENiS ALL EASTNG LTIUTY LINES BENEATH t AT LFAs* 2 WORKM DAYS IN ADVANG[ O' CONSTRU.'TIoN TO FiELD 20 71+E CONTRACTOR SHALL. PAY ALL UTILITY FEES IkCLULXNG, BUT NOT L161TED 8 W PROPOSED WATER ENE v I i LOCATE UIOU TIE S CALL UNDEIKi OUND SERNACE ALERT (U S A) AT BCO- PROPOSED AM FU" BUI,DNG AREAS SHALL BE REMOVED THROUGHOUT THE SELECT TO, WATER CONN-CTION, SEWER (,0NNECnON, INSTALLATION COSTS, WATER 14 THE CONTRACT'A SHALL -ERFORM MS/WR "K IN A MANNER TO RESULT IN F- 624-2441 IT SHALL NE THE REWONSIMILIV OF THE CJNTRACTOP TO FILL UMTS SHOWN HEREON. EMS114G PM JnUTY LINES, 6 INCHES OF SMALLER IN - MNNNUN INC(]•.tAFJNENCE TO WE 1RAFTIC AND PEDESTRIANS. � 1 I W DETERIiN! Nf EXISTENCE MID LOCATION OF 71409E IJTEUTIES 5140WN ON LIAME'ER, MAY REMAIN WITHIN THE AREAS -0 BE PAVED PRO'ADED A dINIMOM TX 30 PARTICIPATION LETS AND OTHER LEES kEQUIftEO gr THE GOVERNING AGaIaES FOP EXISTING WATER LINE Q THEE PLANS :1R 00CArM M THIS FIELD BY LOCATING SIERv4C:ES ANY INCHES OF .�vER EIOSTS FROM THE TOP O THE PIPE TO THE FINISHED PAVEMENT THE II4STALLAT)ON OF THE COMPLETE, OPERABLE AND USAABLE UTILITY SYSTiMS SHOWN 15 111E CON-RACT;IR SHAI1 BE RESPONSIBLE FOR THE PROTECTION AND SAFE (>F -- - -- — d Q C ADDITNYEFWY hL COSTS 94CUPPED EVE AS A RESULT R CONTRACT'OR'S FAN-URF To ELEVATIONS MIO SUBJECT TO THE APPROVAL OF THE LULLS ENGINEER ALL EXISTING PIPES THEREON' PRCWERIY AN[' P4:RS(7N5 AFFECTED AS A RESULT d THIS WORK. ;AFETY MEASURES $ x 1ERiY LOCATIONS OF Ert1SiMIl. UtiLInES PrtCIR i0 BEGIaN►NG LARGER MAIN 6 NCJMFS IN JIAAETER %I-ALL 8E REMOVED OR CRIISHEL IN PLACE TO CONSTRUCTION IN 11" AM-y SHAD- BE BORNE BY THE. C(JNTRACTCX+ 21 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AMPLE COVER AND FOR THE SUCH AS BARRICADES. FIAGMtN, SPAS. AND OTHER SUITABLE WARNN(; DEVICES " AND ASSLACD INCLUDED AND wERG(D W THE CMdTRMT UNIT PRICE THE SATISFACTION OF THE SOkS ENGINEX:R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THE SAFETY Ci THE (-)J PROTECTION OF ALL INSTALLED V i UT1EL UUk1NG THE C()rIS1kU(110FN O THIS PCIBLIC. PEDESTRIANS, AND EMOLCYFES (INCLUDING PERSONS EMPLO'TD BY THE P) 14 All EXALTING UTIUTES ANO REMAINING MIA'ROvE?IIEJ�ts IN ?UBO:' PROJECT. N COF TR AC it)R) AT All TINES DURING 117E COURSE (Y CONSTRU:TIpN< (DURING WORKING L•J RIGIHTEE-WAY THAT 6f-oT DAMAGED Ou1rnIG F THE SMALL Bf. ;0 PROTE:TIW MEASURES SHAL BE TAKEN BY THE CONT9ACir)R TC PROTECT ANE NON-WORKING HOURS). COMMON A Y RESTORED 0 IME SA7ISFACXPE OF THE LOCAL AGENCY 2t. CANCaR1T THRUST BLOCKS SHALL BE MDSTAL.ED (4V ALL WATER (.NES AT AL_ EI4GIIELIt AT TTI& CONTRACTOR'S SOLE EXPENSE IT SHALL FEE 1M( A,pJACN:NT FROPE-RHES. PUBLIC AND Pk1VAn, AT ALL TIMES DURING CtNS'TRUCnCJN � � RESPOMMIUT•Y OF TME CONTRACTOR TO DOCUMENT PRIOR DAMAGES, AND NOT TO CALSE ANY NOD, SILT OP [IEIIRIS T') BE ONTO THE ADJAZENT BENDS. ELBOWS, TREES AND WHERE DIRECTED BY THE ENGINEER AND INSPECTOR PRO)PfRTES ANY 4110 (XC UEBRRS CAUSED ON ADJACENT PF?QPfRTY SERAIL dE RFMUvED 23 TI•E C(WTRA(:TOR IS TO FURNISH 'HE UWMER WITH A COPY OF ALI Pf.PAIIP; AND iG THE CONTRAC'OR SHALL BE RESPONSIBLE FOR JOB SIiF CONDITIONS AND THE ^ 15 ANY RELOCATION OF PUBLIC LETIUTES SHALL BE CONDI.+CTfG IN 11ROKRTiLN. TINCLU ACCORDANCE WITH ANY AND All REWIRORK" t)i THE U , ET COMPANY,'r, SMETY OF PROPE7RTY AND PERSONS AT ALL TIMES THWILIGHGUl THE (XMTRACT PERIOD, V) d FINAL ACCEPTANCE'S (,rRANTEU BY GOVERNING AGENCIES WORK LNG FEES E LX PERMIITS AND WORK"I CONDITIONS ETC THIS THE CONTRACTOR ';HALL HOLD HARMLES'i AW DEft_ND THE GINNER. ENGINEER. AND OrNIME SHALL BE UOkE AT NO F ALL H THE UTILITY COAPAMr. WE 21 THE t(JNiRACTIXR SHALL BE RE'>PONSBIE FOR IMPORTING AND/Ili EXN,tfknNG ALL YILTY UNE �(�1D11IlQDi,��QJ(3j��t�KFILL AND �,OItPACTION THEIR ASSIGNS. EMPLOYEES. OR AGENTS FROM ANY AND ALL. CLOUMS. REAL OR i DIMER RM. PAY TTE COST OF ALL SUCH RELOCATION MAORI( INCLU(>tnG MATERAI AS REQUIRED TO PROPERLY MADE THIS SIZE TO THE FINISHi'D LUVATiJNS AL EGED. AR17NG OUT OF 1Hf: PERFORMANCE OF THE WORK, F.XCE7~T IN THE CASE OF ♦J U FEES. BOKDS. PERMITS. ETC. SHO1M "FREOXN IN ACCORDANCE WITH THE APPROVED PLAN;,, SPECIFICATIONS AND THE SOLE NEGUGEANG O THE OWNER. FORM r:ERS, MID THEEP ASSIGNS, r IN NE fXl J I %ALS ENGINEER'S RECOMMENDATIONS i, PRIOR TO THI: IN5`ALLAPONI 'DF ANY LITIUTY LINE, THE rRENCH SP,ALL BE d 16. i ARCHAEOLOGICAL EXCAVATION, E ARE UNCOVERED 00 FEET Or THES INSPEC'ED AND A!'PROvED OF TIAL SOILS EN,iNNEER TM" CONTRACTOR 'iHALL MROADE AGTENTi MATERIALS SH OILIER STOPPED EARTHWORK MAN 700 FEET OF THESE A Cbpr O)F THE SOLS r.NGINEFR'S INSfE.Ch(kv REPORT AND APPROVAL TO WE OWNER 4 MAl("TIF $HALL H STOPPED UN1W A PROFES$FOIIAL LOr.Y (SOCA) AMNO 22- THE GRADIN3 CONTRACTOR '31AL1 BAC:CF)LL AL P-ANTER AREAS 0 w-HIN . t7 ORGANIC MATERIAL SHAD_ BE RFNOvED ►RC%N THE 'URfAGE UP()r1 VMI(IN THE Flll (( \\ V N H O ANtfE0 8Y INI SOOTY OF TE THIE SIA 1RCAN(I OGY (SOCA) MAS INCHES OF THE ADJACENT 'OA Or C F'B OR BA(I( OF WALA. AS APPUCABLI, WIT-4 AND ARCHITECT. `J N 55 HAD AT OPPO"ATI TD EVALUATE THE S(ES IFN(? , THE F7ND AMO IS IO BF PLA':ED THE ISURFACE SMALL THEN OF P_ONET) OR SCAR+FIFD TO THE DEPTH U � SUGGEST APPRrX'R1AlE NFTIGATON MEASLNRES IF ANC( ARE DEEMED SOIL F$'F FROM OCBRrS AMO APPROVED BY THE ARCH'TECT rOpS01l `.?HALL BE `ME INGK:ATED ON THE SOIL REPORT AND UNTIL THE SURF AG: IS /'REE '�R(k/ RUM. � � 1 NECESSARY PESPCINSIOkITY OF I%[ LANDSCAPE CGNTRACTOR AND SHAL L BE REPLACED TO WTHIN 2 A„L UTLITY UNE BAC30ILL MATERIAL SHALL BE APPROVED BY TH( SOILS HU'INNOCKS, OR E SOI l4VEVEN FANO UN W4THE wUFAU(D TEND E F-RON T (J►NIF(JRM � W) 2 INCIES Or THE ADJACENT TOP OF CURS. COWPACiKN SHALL BE AS DESI)NAT.D BY ENGINEER AND OCVERNING AGENCY BA'SKFIU PLACEMENi AND COMPACTION `311ALJ BE _ Ml a ;� m 1 . ASSOCIATES, NIC DOE`; N(AT EQUIPMENT NOR RECF, IS D THC: USE THE SOILS ENGINCER. MADE BY METHODS AND TO THE DEGREE W,CIFTED BY THE SOILS ENGINEER. BACS(FlLL C(YdPACTION BY THE EO)IPMFNT TC, BE JSED OR MISTALIAILJN OF ANY NATEzN1AL OR EQLAPMENT RHiQI IS MADt FRdtl. A COMPACTION TESTS AND REPORTS SHALL BE MADE BY 117E SOILS ENpNEER AND F r} � OR wf11CH GONTAND ASBESTOS f•OR USE IN 1H+E CONSTRUCTION OF T1E;'E is NMf.Rf 1705E, UNCOMPA�;TFD FILA. �)CCl1RS Ai THE SURFACE OF iHC SIT), 114+ L/ IMPROADUNTS. ANY PARTY INSTALLING ,'LIR USING SUCH MATERIALS OR (23. ARATI PERMIT SHALL BE W,QU11R=D B THE CONTRACTOR FROM Ti�E CITY OF FURNISHED -0 THE OWNER AND ENGINEER FUR APPROVAL UnUTY LINES MAN NOT Bf NAT7„iWHERIALS SMALL ETE EXCAVATED TF E%NOSE FIRM, THE SUL PCE OF OP 51TI. TS'LY � CVOR LIABI` SHALL EEE SOI IN R AUSE 01E FOR ALL IN,IUUCH DAMAGES, GARD :JR TO PERFORMING WY WORK WITHIN CTREET MMMT-(XF-WAYS. COVERED UNTIL A TER 1)EY HAVE BEEN TESTED AND APPR(:vED COMPACTED (Ll THE EXPOSED SURFACE SIR ALL TREK GRE PREPARED TC RECLIVf illi CA OR LIABILITIES. Of AMY KING, CAUSED DY THE USE OF StJpt MATERIALS OR EEXPRESL WA PIROIN 0NSWRIT OF THIS NOTE SMALL APPLY UNLESS THE'( 3 UPON COMPLETION OF THE BACKFILL OPERATIONS, AND THE •PFNif)vAl TMERF OF IN AACCORDANtX WITH THE APPUCABI.E PORTIC.INS OL THESE SPECIFILATICWS In ARE EXPRESSLY WAIVED IN 1MRITIN4G BY SLS ASSOCIATES, INC .4 IrTFR THE :OMPLVIOv OF THE kOxUGH UODING AND PRIOR TO THE COMMEN�MENT OF MlY BUILDING CONVRU('TION, THE CONTRACTnR SF.ALL :1BIAIN A BY THE SOILS FWANEFR THE UTILITY L'NES SHiALL OF RETESTED N ADDITION, 19 CONTRACTOR SHALI PROTECT ALL ADJACENT PP(IPERTY ,"ONSTRUCTON, PANN:i, 16. SHOULD T 5 NOT THAT Y� WORK TC EE CONE OR ANY MARFA CERTiF,CATE FROM THE APPROVE[.' CIVIL ENGINEER OR ACENSED SJR41I AND IMMEDIATELY AFTER SCARIFYING AND RECOMPACTING THE SUNGRACE S&L IN RF1NS, E CONT IS NOT SUFFI(IfONTA (>FTAILED OR EXPu11NE0 ON THE PREPARATION OF. BUT PRIOP TO, THE. LAYING, OF THE ASPHALT 5019-BASE MATERIAL, UTiLITIE�, TREES, VEOfTATIONI. AND PUBLIC n+dR(lU3FiFAkES. PLANS, /i+E CONTRACTOR SHALL CONTACT SLS ASSOQATES, INC. (!11U) SU81nT TING COPIES TO THE DINNER FCR A1PPRp'/.Al" PRAT TSE POC IS AT THE PkOPEF TMC BE RETESTED. ANY DEFECTS SHALL BE CORRE"TED PRIOR TO WA1JNES S►/uL 943-5225 F00 SUCH FUER RTHEXPLANATIONS AS MAY BE NEaSSARY LOCATION AND SIZE AND IS WITHIN 0.11) FOOT OF THE DESIGNED ITLAN SUE,GRADE 1?.R THE PAVING OF T4F l.L T THESE TESTS SHALL BE LADE N THE PRESENCE OF iHlk 20 CONTRACTOR SM AL. NOT►N PIE UTILITY COMPANIES FOR REMI?VAL 7F GAS, n415 CERTIFICATE SHALL INCLIJflrt A MAP DEVOTING THf. AS-bUQT PAC LOCA•nON. C,04ER'S REPRESENTATIVE:. T"II% SHALL INCLLIOE LANDSCAPE ARRIGATION LINES. ELECTRICAL FACILITIES, AND UNfS M H(NJRS BFFCIRE DfmouroN AJ 19- THE C.CiNTRACTCXR SMALL DE WATER AS NECESSARY FCO GRADIN , SIZE AMp CIEVATIONS THERR.ON. 1RENC HIND AND FOUNDATIONS IN CONFORMANCE TO THE APPI.ICABI E 0 PRO"WJNS Of CAL-TRANS SPfCIF1CATION SECTION ID-�3.C4. WATER MAY 4 Al UTILITY UNE I.XCAvAT1C)r,, BEDDING AND BACKFILL MATERIALS, AND 21 CONTRACTOR 'iHALL NOTIFY TTLFPH)NE (ONPhNY F.JR REMOVAL OF TELEPHOfM *_ Q BE p7CHARGIED TO EXISTING VORM WATER SYSTEM UPON AAPIAROVAL OF Tltf 24 PRIOR TO POURING ANY (iUiIDiNG COFK'RfTE THE CONTRACTOR IS TO OBTAIN A LINES 4f LOURS BEFORE DEMDUnpN W UONiAACTOWS METHOD BY THE CITY ENOIiEER. COMPACTION SHAH BE PEWURMU) IN ACCORDANCE WITH THE SOILS ENGoNEIR'S SURW, OF 111E fWNDAT10Hf FOF S PREPARED BY A kEGIS'ERED CIVIL EWO)INEER OR R_COAFMENDATION'i ANC THE OOWRMIW; AGENCY REQUIRFAIENTS. UTILITY [DMFS SNALI w LICENSED LAND SUPA fOR, APPROVED BY THE OILER, IMMEDIATELY AFTER THE 22 COHIIRAC:TOR SMALL. NOTIFY WATER DEPT AND CABLE I.V. 46 HOURS BEFORE Z INCLUDE STORM DRAIN, WAiTH. SEWER. ELECTRICA_ TELFPHONF, GAS AND LANDSCAPE CEMOI TOR 5 20. 111E CONTRACTOR SHALL COMPLY WITH ALL LOC AI. SOUND CONTROL AND F(XUNDATIONS HAAS !REN P+)IIREU, 714E CONTRACTOR IS TO PROMDE A MAP SURVEY G,► tkRIGAnONR LINES. THE F(XIGIWAMG NOTES s THROUGH 13 REPRESENT MINIMIJfrTION *$4N w I APPLNOTSY LFvf1 RULES, AND DUST CONTROL OR OTHEk ORUUSTION WHICH THE EXISTING FOUNDATIONS PREPARED BY THE REGISTERED CIVIL ENpNEER OR &DOING MCD BACPIFILL REOLMREMI34TS IN ADDITION TO RELATED 171EMS SPECIFIED IN APPLY TO ANY NORMAL f'ERF'ORAE:D EACH N1=�RNAL COMBUSTION FN(.TNF.. USED ON THE UDE( OR RELATM TO THE JOB, SHALL BE `WIPPEED LATIN A LICENSED SURVEYOR. 'HIS SURVEY SHALL CLGARLY SHOW THE LOI;ATION OF THE 23 DE:MOUTI')N MAY CREATE A HAZARDOUS :ONDTIOPL BY TI4E RELEASE OF ASBESTOS THE Nc'tTfS ABOv( N THE [VENT ()F CORIFUCT BF.TWEFN THESE REQUIREMENTS ANO FIQLRS INTO IHE AIR %KCIAL ASBESTUS ABAT'EMINT PROCEDURE', NAT BE MUFFLER (X A TWE RIC-CMF11(?IDED 87 THE Mr111UfAC1UR&R. NO INTERNAL FOUNDATIONS IN RESPECT 1�J THE PROPERi`" LINES AND THE DINEN51p+5 AND THOSE OF GJVERNWG AC.(AK�ES, THE MORE iYR(NCENT SINAI,- APPLY. 5118.[(:7 TO h1C COMBUSTION 044 WALL Of OPERATE ON THE PROJECT 1I HOU' SAID ELEVATIONS THEREOF THIS VAP SHALL CONTAIN A CEPTWICAT)ON THEREON THAT THOSE OF G) OF 1114E GOvfRNN4G AGENCY AND TME CONTRACTOR NOTIFYING THE REQUIIRE,D RI-MOVAL OF TOXIC WASTE AND ASBESiOS SHALL BE BY QUNJFIED MUFTlF7l. THERE ARE NO ENCROACH IEHTS OVER THE EXISTING PROPERTY LINES MID THAT THECON MA CTO�R. A,RCMITE'CT CIF ANY DILATIONS MOP -0 PPO^�FDING 21 THE GENERAL CONTRACTOR SHALT, KEEL' UP TTI DALE AN ACCURATT .J'T BUILDING, FOOTINGS ARE AT IHE PROPER LOCATION ANO ELEVATION IN ACCORDANCE OF 'RECORD ORAWINO,'S' DURING WNSiRUCTIC& ANG SHALL M'OVOOE A Si T WITH 'HE APPROVED PLANS. AND SHALL BE SIGNED AND DATED BY THIS ENONEER OR OO S PIPE BfDDtNli NA'iJRIAL SMA..L C(N51ST OF IMPORTED SAND OR SILECT IMF RE'PROpIJCIWS TO THE DESMON ENQiNf�R AND THE. OWNER AFTER WE `URVEYCIR. ANY ENCROACHMENTS MIO/OR 14SMPANCIES FROM THE APPROVED PLANS MATERIAL HAVING A MINIMUM SAND EQIM A 'VALUE ()f 30 D PRJVEMENTS HAVE KEN ACCEPTEI BY TINE CNNER. ND SOIALL BE CLEARLY SHOWN THEREON/ "HE COST OF THESE SURVEYS IS r0 BC PND FOR APPRO,41D BY TTI cA"'S EN.:NEER. THE PIPE BLUDING ZONE SHALL BE THE z FY THE CONTRACTOR, PRONDE TWO COPIES TO TME OWNER FOR APPROVAL PRjIOP TO AREA FROM THE 'iPRINI,1•INE Of PIPE TREREEEDOING ) THE BOrTOM OF THE TRENCH. PE Q CYN-9j�pRACpINC, PROCEMINIG THIS REOJIRf.MFNT SHAU ALS(( APPLY TO P*0PfRT( UNE PETUNEN(. SHALL EXTEND A MINIMJM OF 12 INCHES ABOVE AND 6 INCHES BELOW AND ON EACH 0 NAL! ANO/(M SCREEN WALLS SIDE f)f THE PIPE NEA!AIREG FROM 114[. pUi51pE DIAMETER OF (TIE PIPE FELL ( AND LLl 1 ALL WOR 1( SMALL BE DONE. IN ACCORDANCE WIT4 U CITY ()< rIGARG, ORE, SHALL EXTEND FOR IN( FULL WIDTH OF THE EXCAVATION). PARTICULAR A fTENTION IS CK LATEST STANDARDS AND SPECIFICATIONS, CTCA- DO U T. (]F THE UNIFORM BI11t.DING CODE, 26 ALL FILL SPAu BE STRUCTURAL ENGINELRE[+ FALL IN C)IMPLANCE WITH THE TO BE dvEN To THE UNDERSIDE OF THE PIPE ANU FITTiNOS TO PROVIDE A FIRM BEDDING LATEST [1)111011, ANO 1)E CON TR AGI bCKUMf:NT; MNU SP£pFl(AnONS SOILS INVESTIGATION. SUPPORT ALONG THE FJLL LENGTH OF THE PIPE USE ,V A DRAG T1;MPLATE SHAPED TO C,JNFORM TC THE OUTER SURFACE OF THE FIPE MAY BE REQUIRED IN SUCH A MANNER 2. ALL. WORK SHAD. BE DONE. IN ACC(XROANCE W114 THE SOLS EMI;fNEETR'S RE.POR'S 27. THE CONTRACTOR SHALL ARRANGE AND PAN FOR THE CIVIL ENGINEER/SURVT YOR Ai TO RELIEVE THE BEil. OF THE PIPE OF Al LOAD AND TO ENSURE CONTINUOUS BEARING AND RECOMMENDATIONS OF THIS SPECIFIC PRO.LFCT THE SOILS 1?CPORT IS -HE AND SOILS F_NGINEFR'S SERVICES, FOR AUL `:TAK'III TESTS, INSPECTIONS, A,ONG THE ''OPE UARRH UPON THE PIPE SUBGRACIE THE PIPE BEDDING, USING GEOTECHNICAL . 60- ATOM BEFORE, TARGET R OW,iiia, (t-.145 PREPARED IJY wLONFFIDER, SURVEYS, CERTIFICATIONS, MID RELATED WORK A'; SKCIFTED HEREIN EITHER SELECTED MATERIAL OR CLEAN MPOPTED 'iANO, SHAM BE COWACTED BT NC. PROJECT No. SCI-610-01 DATED, OCTOBER tA, t9p'A. 111E RECOMMENDATIONS THEREIN ARE HEREBY MADf. A. PART FIERE(X". AS I:'1KJIlED APPRO'41) IwE7M01)S TC, A MINIMUM OF 901 TiLE PIPE BEDDING BACXnIL SHALL BE WITHIN 14F CONTRACT DOCUMENTS :0 ALL TFSTS 410 INSPE(TION`; REQUIRED BY 0ov"miNG AGENCIES SHALI BE BROUGHT TO PROPER MOSTIRE CONTENT AND SHALL BE PLACED BY HMO IN LAYERS ARRANGED AND PAID FOR QY iHIF CONTRACTOR N•)T EXCEEDING 3" IN 'HICKNESS TO THE CXNTERLIK (SPRINOUNE) OF THE PIPE 3 ALL JRAU OPERATIONS, M TESTED FILL. COMPACTION, TIRERED S( AND AND EACH LAYER SHALL BE SOLIDLY TAMPED WITH+ THE PROPER TOOLS SO AS NOT TO BACKFILL THE BE OBSERVED, AND L. BE BY A WAUf1FD REQAIL) FOR 511( INJURE, DAMAGE OR DI;TURK THE PIPE BA4(FlUJNG SHAD. IME CARRIET'' ON �\ FW]11:111 THE 50111-5 ENpNEER SMALL. BE DC9IGNATED BY AND PNU FOR )I THE i PAYEIEMi SIMULI A4EOUSLY ON EACH SIDE OF THE: PIPE TO ASSURE PROPER PPOIFCTICIN OF THE OwNF1R PPE. to 0 t t. L OB IN THE DELIVER OF ASPHALT I LS 04 T TTI THE SITE THE CONTRACTOR Q (� 4. ALL. ,)RAVD4RC OPERATIONS INCLUDING, Ell1T NOT LIMITED T0, ROUO'H GliRl�(, 'HALL OBTAIN A CETRnFICATE FR(lwl THE 5015 fNpNE17R AND NRNIlM TWO COWES 6. PRO(ECURE AT PIPE ZONE: SCIE:.TED BACKFILL MATERIAL CONSISTING OF � � I SHALL/M7 WALLS, FINBy GRADE. REGIS BIER (;G LAYC;N CURBS, AND rO L D GUTTERS 0 TH' OWNER AND ARCHITECT FOR nPPROvAL, MA1 THIf STUB-(IfiADE AND BASE' UXOSE EARTH OR SAND FREE FROM STONF.S, CLODS, OR OTH'R DELETERIOUS MATERIAL M W z 1 SNAIL OE ST AM ED BY A REpS1FRE0 (I VII. ENGINtEA OR UCI'F45FD NANO SURv1:)Oq NAIFRIAL HAVE f3FF.k PROPERLY PREPARED. (XiiADED AND CtMWPACTED N40 ARE 'IMITABLE THE C]»L ENGINEER/SURVFYOR MUST BE A,PPR(:*D BY TiI OWNER THE Co NrRACTrIP SHALL BE PLACED IN THE iRENOH SMIULTANF(xUSIY ON EAQf SIDE Of ME PIPE A30VF J i r(Nt THE PLACEMENT OF THF A<)PNALT MATI:REAL THE PIPE' BEDDING ZONE (SPRiNOXUNE) VOR THE FALL WIDTH X 11-of TRCNCH IN 11-1 I � O I$ TO CE TIF I' THE ENO WEER/AURVF'1'I"JR A MINIMUM 0� TW, 1NXRK(NG DAYS IN LAYERS NOT EXCEEDING B" IN LOOSE THICKNESS AND SHAII BE CONPACTCD TO A ///�� O 0 ADVANCE 011 STAKING RE:OUESTS. ;, TEHF CERTIFICATION REWIRED SHAJJ. Bf: PERFORMED IMMEDIATELY PRIOR MINIMUM OF 901[ CARE SHAM BE EXERCISED 1N BACKFILLING THE "%�IPf ZDHI:' TO / , (Ti 'O THE PLACEMENT OF THF ASPHALT MAIFER1AL IN ADDITION THE SOILS ENOIINEER v Z 5. EMINIMUM DUST FILL BENEATH THE FAIT SMALL F VEIREI AND BEYOND TO 6. ARID OAMAIE TG THE PIPE BACKFILLING SHALL, BE CARRIEL ON SIMLIIIAIN SLI ON RFOOMP COSTANCI OF FIV[ (5) FLET SHALL lE OVERfXCAVAIEG AND REfXJMpA('TFp SHN1 BE PRESENT DURING TINf 'IACEMENY OF HE ASPHALT EACH SIDE CIF THE PiPE TO ASSURE PROPER PRO'ECTICIN OF THE PIPE. Q Rff)OMPACiED PRIM rp PEAC£MENT OF FOUNDATiUMS TO THE MINIMUM DEPTH z R'fQUIRED BY THE S+DILS ENGINEER. ALL I-TERO]AL vEOETAnON,NtC 7 PROCECURE 4BOVr PIPE ZONE: FROM Q INCHES ABOVE 114E PIPE TO -INISH LO W Z coNcaETE (IF ENc0Uw1FRFD) AND DELI-TER1C1Us, aRGAMIc INERT AND OW119ZED MATERIALS (GREATER THAN A INCHES IN MAXIMUM DIMfJN51C1N) U_K&_1WL8_ANQ_WW,W. T3A![R pRADE 111E BACKFILL SHALL CONSIST IF APPRUv40 ONSaTE OR IMPORT 5dL`. AND SHALL SHALL BE STRIPPED AND ISOLATED PRIOR TO REMOVAL OF REUtiABLE SOILS ..� 3 _ AREAS Tb RECEIVE P11 SHALL OF STIRIPPED I-V LOOSE OR :OFT I ALL W-WK 514AU BE 0PVf iv ACI0REINN('F WT11 TY BE PLACED IN TIN LIFTS (B" NAIL) AND COMPACTED U-NG APPROVED COMPACTION EQUIPMENT TCI _ � � I CITY CIF nG�' �� A MINIMUM ECGRE: OF COMPACTION OF 902 (952 IN UPPER B IN,.MES BFNEATHI NAWD AREAS). = w I All I C _ cv (n I C] LA I • \\ \ \ \ \ - - - a IA. 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