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HomeMy WebLinkAboutPlanss r' k 0 - 77, t.. > v. nN s. a IIP.....>y . � . 9 a n n 14001OWMOM% 1 �� �� tl 9 GENERAL NOTES ISSUE DATE I A10. COPIES I M WHOM 1. All work on drawings shall be performed in conformance with requirements of the lease workletter and Building Standard Specifications. It is the responsi- bility of the General Contractor to acquaint himself with all such specif- cations and regulations whether or not listed on drawings and/or included herein. 2. All work shall be performed in conformance with any code or codes of Federal, State, County or Municipality having jurisdiction over such work. All applicable require- ments in these regulations shall be followed the same as if noted on the drawings. Con- flicts between work set forth on the draw- ings and Building Codes, Laws, or regula- tions noted by the General Contractor shall be submitted to TEC 3 for resolution, prior to proceeding with the work. 3. The General Contractor shall be responsible for obtaining all permits required by Federal, State, County, or Municipal Law and shall include in the contract all required fees. 4. All drawings and notes are complementary and what is called for by any will be bitding as if called for by all. 5. The General Contractor shall arrange for elevator or other hoisting facilities for materials. Arrangements shall be made through the building management. General Contractor shall pay all costs for delivery and/or handling of materials. 6. All arrangements for construction personnel entering the building during working hours, materials delivery, debris removal, material returned to building, etc., shall be made with the Landlord. 7. The General Contractor shall check building opening clearance for delivery of equipment and/or materials (sizes of elevators, doors, corridors, etc.). 8. The General Contractor shall submit fabric- ation shop drawings for all off -site fabric- ated items (one transparency) for TEC 3 approval. 9. The General Contractor shall submit cuts in triplicate for all catalogue items including Building Standard items called for on drawings (light fixtures, hardware etc.). 10. Upon completion of job, the General Contractor shall submit Certificates of Inspection and Certificate of Satisfact- ory Completion. 11. The General Contractor shall check and verify all dimensions and conditions at job site and notify TEC 3 of any dis- crepancies between drawings,and field conditions before commencing any work and request clarification. 12. The General Contractor shall erect all necessary temporary solid and/or plastic drop cloth partitions to protect occupied areas while demolition and construction are in progress. 13. The General Contractor shall remove all debris and leave all areas broom clean at the end of each working day, includ- ing corridors. 14. All damaged existing areas to remain and existing areas damaged by new con- struction work shall be patched as required to match existing adjacent area in material, finish and color unless otherwise noted. 15. In all areas where demolition causes unevenness or voids in floor, the General Contractor shall patch to level floor with existing slab and/or required surface to receive new finished floor. 16. The General Contractor shall '.nstaJ_l metal lath reinforcing over a-1 new conduit chases in masonry partitions. JW. All partitions shall be finished with a base (straight in carpeted areas, cove in V.A. tile areas) to match existing, or as otherwise spec- ified on drawings. 18. The Tenant's HVAC engineer shall survey the existing A.C. system in spaces affected by work shown on TEC 3 drawings and prepare required engin- eering drawings and applications for filing with Department of Buildings. The General Contractor shall relocate grilles, air diffusers,and heat pumps as required, with necessary ductwork alterations to conform to new layout. All new A.C. diffusers and registers shall match light fixture frames in color. In addition, the General Contractor shall include in his work removal and re -installation of existing light fixtures and ceiling as required by HVAC work. LIST OF ISSUED DRAWINGS General Notes GN-1 General Notes GN-2 Private Offices and Work Stations WS-1 First Floor Furniture Plan 1-1 Second of is 1# 2-1 Third of if it 3-1 First to Constr. is 1-2 Second of of 2-2 Third of of 3-2 First of Refl. Clg. 1-3 Second' to of Is 2-3 Third of of to 3-3 First of Tel/Elec. 1-4 Second of to 2-4 Third of if if 3-4 First of Finish If 1-5 Second of #1 It 2-5 Third is to 3-5 Details D-1 thru D-28 19. In order to ensure that all material specifications, methods of fabrication and installation, and limits of responsibilities are fully under- stood by all sub -contractors, it shall be the responsibility of the Construction Manager to provide to each subcontractor that portion of S! The Specifications for the Z Construction of Offices for MCI Telecommunications; Dated August 31, 1985. that relates to his particular trade. In addition, the Construction Manager shall make available one complete copy of this document which is to be kept at the construction site at' all times. AUDIO VISUAL GENERAL NOTES 1. Refer to engineering drawings for all electrical (including audio-visual) wiring specifications and diagrams for work included in this contract. 2. Electrical Contractor is responsible for supplying and installing all conduit and wiring roughing, including junction boxes, required for audio-visual equip- ment and systems (all as shown on engi- neering drawings). 3. Audio Visual Contractor to provide and install (including all final wiring connections) all audio-visual equipment as listed in specification schedules of EQUIPMENT CONFIGURATION and POWER CONSUMPTION. 4. Refer to audio-visual GENERAL CONDI- TIONS and SPECIFICATIONS for all re- lated responsibilities for: quality control assurance responsibilities, site supervision during delivery, handling, construction, installation and testing, codes and standards, inc- luding distribution of manufacturer's manual(s) of instruction, maintenance and warranties. 5. The entire light dimming system, inc- luding dimmer cabinet and remote controls, shall be furnished by the Audio -Visual Contractor. See spec- ifications of LIGHTING CONTROL SYSTEM COMPONENTS for manufacturer and system designer. The Electrical Contractor will be responsible for receiving the equipment at the job site unpacking and installing the dimmer cabinet in place and making the input power and branch circuit wiring con- nections, for roughing in the conduit and providing and installing the custom metal electric and audio-visual outlet boxes. The Audio -Visual Contractor will be responsible for making the final low -voltage control connections, installing the control stations and testing the operation of the system. 6. The Audio -Visual Contractor shall be responsible for supplying the pre- fabricated stage lectern and installing, including cutting, all audio-visual electrical control panels in the wood- work reading surface. See enclosed listing of all specified REMOTE CONTROL SYSTEMS for this lectern. "Van San" Classic Series lectern is to be equipped with a light, digital clock, microphone (on goose neck), electric height control and recessed wheels (all provided by "Van San"). 7. The Audio -Visual Contractor is respon- sible for final audio-visual connections to control panels in the rolling equipment counter located in the Projection Room. CONSTRUCTION Cl. Refer to "Supplementary Gene.ral Cond- itions" which is part of these contract documents. C2. All dimensions are finish to finish unless otherwise noted. C3. General Contractor shall establish Bench- mark level lines throughout premises, 5'0" above high point of floor slab for all trades. Benchmarks to be maint- ained during entire construction period. C4. All grounds for woodwork and glazing by Woodwork Contractor. C5. General Contractor shall prepare and level floor slab. Preparation shall consist of flash patching, chopping and /or grinding concrete slab to level at Benchmark (010") level, with maximum deviation limited to 1/8" ± in any 1010" dimension. C6. All equipment on equipment schedule to be provided by Tenant and installed by Tenant's contractor unless otherwise noted. C7. Undercut on all doors to be 3/41' unless otherwise noted. See details D-1 through D-28. C8. All partition locations are to be spray painted on slab as per TEC 3 Drawing No. 1-2, 2-2 and 3-2 and approved by TEC 3 prior to proceeding with construction. ELECTRICAL TELEPHONE El. General Contractor to provide and install all conduit for electrical, telephone, data, communication systems, audio-visual systems, and security systems as required or noted on drawings. All empty conduit to be provided with drag lines. E2. Telephone and Communication outlets as noted on drawings are for location only, comprised of penetration through sheetrock partition and cover plate only. E3. Commnication cable to be provided by MCIT and installed by MCIT's contractor. All other coax cable shall be furnished and installed by General Contractor. E4. All outlets shall be vertically mounted, 8" AFF. to centerline, unless otherwise noted. E5. Electrical outlets designated by this symbol 2 shall be one box with a single face plate with four outlets (double duplex). E6. All electrical and telephone devices, switch and outlet cover plates, shall be brushed aluminum. E7. Slab chopping and core locations for conduit shall be as per TEC 3 Drawing Nos. 1-4, 2-4, 3-4, properly sized for conduit as noted. Location to be painted on slab and approved by TEC 3 prior to chopping or drilling. E8. Electrical Contractor to review elevations and details D-1 thru D-28 and coordinate with woodworker, all outlets, fixtures and switches to be mounted in woodwork. REFLECTED CEILING RC1. All fluorescent fixtures shall be provided with warm white lamps unless otherwise noted. RC2. All switches shall be mounted 3'2" AFF, on center, unless otherwise noted. RC3. Multiple switches shall be ganged on a single multiple - gang face plate sep- arate from any dimmer switching. RC4. Dimmers shall be installed in ganged groups separate from light switches. RC5. Thermostats shall be mounted at Building Standard height, centered above light switches, unless otherwise noted. RC6. In spaces where continuous grid reflected ceiling layout results in conditions that are impractical( lessthan4" cut tile at perimeter) TEC 3 to be consulted for necessary adjustment of layout for affected space. RC7. Gypsum board facias and soffits shall be constructed and installed as detailed on metal stud framing, secured and braced to underside of slab above. All gypsum board to be taped and spackled same as gypsum board partition. All horizontal soffits to be level and true within 1/8" in any 10'0" length. FINISH SCHEDULE Fl. The Wallcovering Contractor shall, after review of TEC 3drawings and specifi- cations, inform TEC 3 of the availability of specified materials. Purchase orders for specified materials shall be placed upon award of contract; copies forwarded to TEC 3. F2. All wallcoverings shall be furnished and installed, with backing as per manufactur- er's recommendations, by General Contractor. F3. Wallcovering Contractor shall refer to TEC 3 Drawing Nos. 1-5, 2-5, 3-5, and D-1 thru D-28 for wallcovering specif- ications, locations and installation details. F4. There shall be no substitutions ofmanU- facturer's specified materials without TEC 3 approval. F5. The Painting Contractor shall use Alkyd base paint in colors and finishes as specified on TEC 3 Drawing No. 1-5, 2-5, 3-5, and on details. Provide minimum (2) finish coats over (1) prime coat. F6. All areas to be painted P-1, Alkyd Eggshell unless otherwise noted. F7. Gypsum board ceilings, facias, and soffits, lightcoves, pockets and similar, shall be painted in colors and finishes as noted on plans and details. F8. Samples - Contractors shall submit (2) 12" x 12" samples of all paint colors in specific finishes to TEC 3 for approval prior to proceeding with finish painting work. Samples shall be provided for all colors, whether manufacturer-s standard color or custom color is specified. Colors shall be field adjusted as necessary to match TEC 3's sample of specified item. F9. Wall surfaces shall be prepared for paint and all paint shall be applied in accord- ance with manufacturer's specifications for particular surfaces. Provide minimum (2) finish coats over (1) prime coat. Repaint or touch-up where necessary before completion, as directed by Designer. F10. Surfaces receiving vinyl/fabric wall cover- ing shall receive (1 )coat Alkyd flat primer. F11. Allwallcovering is to be applied in accor- dance with manufacturer's recommendations. All material to be examined for color vari- ations or defects prior to hanging, and TEC 3 to be advised immediately of such defects. F12. Seams must be butted straight, all material must be left cleaned, without unglued edges or air bubbles. Cut edges must be concealed by hardware, electrical plates, etc. Wall - covering to be wrapped into reveals. F13. All reveals to be painted same color and finish as adjacent wall unless otherwise noted. F14. All closet interiors to be painted P-1, semi -gloss Alkyd enamel, unless otherwise noted. F15. VCT specified is Building Standard and shall be furnished and installed by General Contractor as per base building specifications, unless otherwise noted. F16. Ceramic the flooring to be furnished and installed by General Contractor, as per Drawing 1-5, 3-5, details and manufacturer's specifications. Samples to be submitted to TEC 3 for approval prior to installation. F17. Rubber base shall be cove and straight; furnished and installed by General Contractor as per Drawings Nos. 1-5, 2-5, and 3-5. F18. Carpeted area shall be straight base, VCT area to be cove base. All inside and out- side corners to be performed. F19. All closets to have same floor covering as adjacent areas unless otherwise noted. F20. Carpet Contractor shall make all required arrangements for delivery of material and/ or equipment (hoisting if required), prior to submitting bid. It shall be Carpet Contractor's responsibility to check rules and regulations concerning work on the premises, including the following: a. Dates and times of delivery, including overtime if required. b. Verification of dimensions, clearances conditions at site, including size and loading capacity of elevators, doorways, corridors, window openings, etc. F21 Carpet Contractor shall be submit a layout for the floor noting locations of seams, fills, and installation details for approval by TEC 3. Additionally, where carpet appears uniform in color, but has definite woven direction, Carpet Contractor shall submit a layout indicating direction in which carpet shall be installed. Pile of carpet shall run in one direction. i M DATE FREMN0.1 DESCRIPRON 79 y REVISIONS MCI TELECOMMUNICATIONS BUILDING B-2 ROYAL EXECUTIVE PARK It VILLAGE OF RYE BROOK, NEW YORK GENERAL NOTES W*\ DRAWN SCAtE CHECKED DATE APPROVED COMM NO 85-131 DRAWING NO 381 PARK AVENUE SOUTH NEW YORK Cl" =6 GN-1 212 W 7W 9 U R t /✓1 . , � f R iJ r r 1-74 1a1IOU,41.p ,- IWO IV Pit Wq',OOT' ry V1P4b, 0*61 rG f a t 4,kvy PwTr i rk IT 1 • o P is s tri C if-j iH I -so , LG► t �4 z �-tt{ r �� `` x {v'' ,,rly :4f 5 70 v 5 m X IN*4 fAC, K e.o� TAC4 gw{ ewt4�� P f M �Q Lo, pZ loll auf J p 1 (►r a �-� ,. t lMe9i M5 12170 Ale bZra 1r t{70 ji`I,tIV G4}C t4, " vr * 0,0 I'Jfi h � ,d%Ip d r P 70( u' I0 JAW Mrs-ri 4VO 81a7��e,Ia 1�oo tit► p W* m tb Y41 p C l piell, ag� 1 2 Vol* jo ; es ul GIB . b38A PuMr1 G�r t �' � j w42, -Orr'1. DP.4MIVG PVO MPANAVMWSOM mmmmc"wx 0 (-b z im OD MECHANICAL ROOM u P STAIR 1 M-71 01ft FURNITURE LEGEND tm'S SYMBOL DESCRIPTION cTHIS ITHIS _J�D SYMBOL DESCRIPTION 'DWG SYMBOL DESCRIPTION ROOM OR SPACE NUMBER SECRETARIAL CHAIR E�_ 1 0 FIL03ANK: 3 3 SECkLTAkIAL DESK WITH TYPING RETURN CLERICAL CHAIR OR ARMLESS SIDE CHAIR I TYPE. L = LEGAL C LETTER NO, OF DRAWERS HIGH NO. OF FILES IN BANK SWIVEL ARM CHAIR OR SIDE CHAIR WITH ARMS LABINFET (C COATS S - STORA(,E) LOUNGE CHAIR LATERAL FILE BANK 2 5 7 BOOKCASE WID TH OF FACH FILE IN INCHES NO. OF DRAWERS HIGH SOFA (SIZE IN INCHES AS NOTED) NO. OF FILES IN BANK CREDENZA 4 TABLE EXISTING FURNITURE OVERFILE STORAGE CABINET LETTER INDICATES TYPE! DESK (SINGLE OR DOUBLE PEDESTAL AS INDICATED G�_�JNEW FURNITURE By DOTTED LINE) A = HINGED DOORS 8 = SLIDING DOORS C = OPEN SHELVING - NO DOORS -FUTURE FURNITURE 0 \ TEL.RM- LOBBY V EST. IN THIS SyMB iowG OL DESCRIPTION STEEL SHELVING, WIDTH OF UNIT IN INCHES SEE ELEVATIONS. TELEPHONE INSTRUMENT LOCATION CD = CALL DIRECTOR W x WALL MOUNTED CRT DISPLAY DEVICE LOCATION 01A LETTER INDICATES SYSTEM - SEE SCHEDULE FOR TYPE ELECTRIC WATER COOLER EVIC SPECIAL EQU IPMENT%MACH INES (SEE EQUIPMENT SCHEDULE) III KEY PLAN I DATE MWWN COME3 I 104ff liff"Tymo. DESCROMON sir REVISIONS MCI TELECOMMUNICATIONS BUILDING B-2 ROYAL EXECUTIVE PARK 11 VILLAGE OF RYE BROOK, NEW YORK FIRST FLOOR FURNITURE PLAN DRAWN SC41 or cwcxfo DAlf T I 131 JW IM SOM NOV IWK ClIT XM mmm UA ' 7= elm La OL A j tL t r- FARTITIC� j A —RT I ff'o 1-4 (1 CAA A� FELT QASFET --T [ Imm I my No. I "MIMON layl CONSTRUCTION LEGEND KEY PLAN MCI TELECOMMUNICATIONS BUILDING B-2 ROYAL EXECUTIVE PARK 11 His, SYMBOL DESCRIPTION NIS SYMBOL DESCRIPTION THIS w SYMBOL DESCRIPTION T141 SYMBOL DESCRIPTION o ROOM OR SPACE NUMBER iw,�PL)LATlot,4 FuL-L VILLAGE OF RYE BROOK, NEW YORK LETTER 'pkrTht� "p o"p, L.A�-ez- VW=msL-�rELEVATION , DRAWING NUMBER ll Zy=m,-rAl- -5-vp wl-NpL.4yrZ.a Or 11412- RATS= BUILDING FIRST FLOOR • SECTION OR DETAIL NUMBER • lm�� PFZmWAL4- 'FA R-r I T 10 t-4 -t-0 tXAt'> Ar��, #Ap,-rAt- 's� vv L-4'w '-AK-nTto�,l --2/1z *-rAL Mir- &WfAetj�A CONSTRUCTION PLAN DftAW#C NUMBER lt>oAmp V�A IFIKOMA '3TL. REWIF. ROD AWW)fOE OtFLOFS' Iwo DOOR NUMBER RUf4* <z;e-iLlt4a;- - Mlle w've>t;7w4pfz4'-- '+ d-LAISel ?=AF?-TIT10�4 P^m-mlrj D44WN DOOR SUCK TYPE ------ �-SEE SCHEDULES mp--rA" Me. 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CEILING HEIGHT BREAK _ EXtSTtA(G RECESSED FLUORESCENT FIXTURE TO BE REMOVED (�"� �r ILLUMINATED EXIT SIGN WITH DIRECTIONAL ARROWS AS 6..a �...,®.,.{ 2'-0" X 2'-0" OR 2'-0" X 4'-0« `ct✓ INDICATED. MFR.: NO.: CEILING TILE PATTERN BREAK 2'-0' x 4'-0' RECESSED FLUORESCENT LIGHT FIXTURE WITH v 40W � LAMPS. ajAY-i"� itcl t1"�- '��"''✓="0I" "T'1 � e-ot-1 t'> ra * :.. , -z'7? y � N'9S,;a�-�.-4:-ti vS%Aj�7'C-i�. Kw-, aPfMyi`�. � ttlF' � � -�- t CEILING LAYOUT STARTING POINT j � �-'it tint elf Pa/{.+�a`'T i'�'w'Si�+�sl"•C � r' e ® 2'-0' x 2'-0" RECESSED, FLUORESCENT LIGHT FIXTURE WITH ; " �4Cav,/ '-Am pay 1%A I - *Wt LOT4, =2 -"AiZ -^MIS {° dJ SPEAKER ` $; AIL � � ' NI. N ITS - Lt"1'- �T� A� �--4 �it�rml L-4;IwS . L.oVyEsFi, �'A°�fa.. m.�c.T� f�l G/+�'1"�-':� �•1"F�Gt..ii •�" !� aw.r�.�.e � fWt' L4,,. ALolkfb �� O� ® � * .4 "'�""'"'1►"' FLUORESCENT STRIP LIGHTS - NUMBER OF tAMPS & WATTAGE q tot � AS NOTED ON PLAN 5G �M�J' l EX i- ik1i�7 t j� try\ !�-rq, M� tf). V 10W P29JCi IOC- \1FL 50 M rP D(.�t�X Ob FI" RECESSED INCANDESCEN DOWNLIGHT. SEE SCHEDULE FOR 23 f-- � 4fir{2k�` ice,P+i ct t7(A IL- '�FLusH N' .4VJ0NC1 {�if4"r QX p11t�1r PAINT P�(G1C. �j{r f JAILS s SPECIFICATIONS. LOWER CASE LETTER INDICATES CIRCUIT. WALL t r,, JNT`� 1,1�HT' FOM *7L- zEa • � ��. h�'.t-t�t..1%. � G �.G.t 1�t crA 1 dN� t (� _..'S> RECESSED INCANDESCENT WALL WASHER. • !: % 31�. ti t1, �5}? �Gi I r p'I`I,a►.1 • `, ` t. wi <G H `j'i t J G. � I..fAN r= crR. 1-# t ta-�" s w/ > H M�rTG r� rzr - ice t`r�4. L. , wl-> TYP IF •1�1�.�V��Jipi • L / JV t�d4' ' 1 C>N T%:VK y�NtwYp f w SYMBOL DESCRIPTION • CoNT2oC-'-vrrG44+ RATErOF >nLcc i +�IGACC c G trZ O NT90L-. " 4PF-6 5E'C G (6 H I ''IVAidt2 1•JtM ev- ('aseL, LoweC? 4 ur t Ej"Tt�L5 ii�tJ1�AT'C5 GIC.�UiYS , 12 8 �01• 1,..(C�I�j'" 1r"t�`►"t�'�.� ikt:�l �. t L�7t N r� �a?'AN t �., A1,1.► �'G'�' ,Af~=�. �otz. i;�c�► N -'� F(I.►C:.L.M N C." Gi:«i 1,.1 N !a h`t' 1 iJNI.C. ram► d�►-t �N1 aG tgoTs.rp 2.. 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DESCRIPTION ay REVISIONS KEY PLAN TELECOMMUNICATIONS BUILDING B-2 ROYAL EXECUTIVE PARK 11 VILLAGE OF RYE BROOK,' FIRST FLOOR ,REFLECTED CEILING PLAN ff"Ills GROWr - .. No OWN d�" r ♦ : ♦/ w MEM-1 k 0 QD 0 i : TR La JL IT . K1. lei TELEPHONE AND ELECTRICAL LEGEND 3ym 50L KEY PLAN TELECOMMUNICATIONS -2 BUILDING B ROYAL EXECUTIVE, PARK 11 THIS AMA. SYMBOL- DESCRIPTION THI t Si DW G SYMBOL DESCRIPTION T141 S OW6 0 COMMUNICATION DEVICE L X ELECTRICAL WALL OUTLET P117 40. T061 H 61 WALL 7ELaPl0t�5 AL�E Fi�2V_ L,��CA710�- OF 0,C�- A4 DE,5 16,, A OUTLET-!'.-,- 0 FLOOR WMW�OUTLET - COMMUNICATION DEVICE WLLEZ rUP4�41TUE 5%*:��TE�4 kNl) �_CUA71ot� or- Co'4Ej?_ PLA-le%5�;! FOB AT' U OAL�lgr'4H ��ru�C,-eto�4 ze D I V_ E �CT L� 710 ­5 E E� T C5C4, W T H 0 0 T tr-30 X 0 Z �_lo � r. IJ 1: 7 �5TU 6 U F VILLAGE OF RYE BROOK, NEW YORK WALL WA4. M4a4*, I CAf�,LE-::, -5\V(TCP\ FhbPL4�7E:5 TO i�t� BUILDING FIRST FLOOR. DUPLEX ELECTRICAL FLOOR OUTLET ('Z' INDICATES DUPLEX OUTLET ON EACH FACE) FL 66R TELEPHONE OUTLET - COMMUNICATION DEVICE - ON UNDERFLOOR DUCT I + W �1�uo B-2' TELEPHONE AND O JUNCTION BOX 1 -o4 --,o s-!'LLB"� zak,All i j N A -50 t� er�c.A� e, -ty-Acxreie. e.Ml� oAr,ELECTRICAL PLAN TELEPHONE FLOOR OUTLET (*2* INDICATES TWO INSTRUMENTS le-0 ry e CONNECTED FROM SAME OUTLET) CLOCK OUTLET 7'-01, AFF., UtMESS OTHERWISE NOTED WINN scouf (D F_-Lt��Tva�-AL :ZW4 u i K,�,-�A L Lf_:� 7-0 Prr OH (;Ulf oAmi�Tfe- A-#-- IH04�vv .10 DUPLEX ILECTRICAL TELEPHONE FLOOR OUTLET ON UNDER-. FLOOR DUCT �,465 LC-t-) eZt4T9A T,�) /'ooe-c)NATt,0_ \VIT� 4e�n4,ry a�-rgAcToe.' o" TYPICAL CONFIGURATION OF WALL ELECTRICAL TELEPHONE OUTLETS U449 CHECKED a4ff SEPARATE CIRCUIT ELECTRICAL WALL OUTLET AMPERAGE AS NOTED ON PLAN - VOLTAGE —fo if M G t485 E lt:,T AMI"W cwm Im -131 SEPARATE CIRCUIT ELECTRICAL FLOOR OUTLET -VOLTAGE 0r TYPICAL CONFIGURATION OF FLOOR ELECTRICAL TELEPHONE LE PHONE OUTLETS 0"p p2T -;p poke 45 � 4oOA" N 361 sourm PAW AVEIVUE DR4V#M NO MPERACEAS NOTED .0N_PLA,N, 7 I I 0*111?.4(ool NEW YONK Cl" 10M 4 rr EF CEIL. + s • "')PA.RT.PL.A._�__ ELEC. & TEL. PART PLAN - SPACES* 180 181.182. ISSUE DATE ,COPIES TCI.iKNOM A - 615t4 .�` &rrl;, � � 0i -A ALW V rW , Ar- 1. Refer to engineering drawings for all � )OLE electrical (including audio-visual)J /, C, 5L I M Of,�y - wiring -specifications and diagrams for work included in this contract. 4 2.. Electrical Contractor is responsible a — for supplying and ` installing All oohduit , and wiring roughing, includio,9 junction boxes, required for audio -via , l equip- ment and systems tall as shown on engi- ---- neering drawings) . -- - --- - 3. Audio Visual Contractor -to provide - and install (including all final wiring connections) all audio-visual e f pment as listed in specification sc1-' ,.I.es of - EQUIPMENT CONFIGURATION and PC,tER CONSUMPTION. i 4. Refer to audio-visual GENES: 'ONDI- TIONS and SPECIFICATIONS for all re- - --- _:____.__ _a__ _ _._ _-_ fated responsibilities for: quality j control assurance responsibilities, - - -- - site supervision during delivery, handling, construction, installation and testing, codes and standards, inc- luding distribution of manufacturer's manual(s) of instruction, maintenance - and warranties. 5, The entire light dimming system, inc- luding dimmer cabinet and remote controls, shall be furnished by the Audio -Visual Contractor. See spec- ifications of LIGHTING CONTROL SYSTEM COMPONENTS for manufacturer and system designer. The Electrical _ --------- Contractor will be responsible for receiving the equipment at the job site unpacking and installing the dimmer ---.�_ cabinet in place staking the input power and bran' car.- it wiring con- nection's, for r u k' 't .n the conduit and providing and tasm,&,lling the custom metal electric Jo -visual outlet boxes. The Audio-Vtoval Contractor will be responsible for making the final low -voltage control connections, installing the control stations and testing the operation of the system. 6. The Audio -Visual Contractor shall be responsible for supplying the pre- fabricated stage lectern and installing, including cutting, all audio-visual electrical control: -panels in the wood- work reading surface. See enclosed listing of all specified REMOTE CONTROL SYSTEMS for this lectern. "Van San" Classic Series lectern is to be equipped with a Eight, digital clock, microphone ton goose neck) , electric height control and recessed wheels (all provided by "Van San"). 7. The Audio -Visual Contractor is respon- sible for final audio-visual connections to control panels in the rolling equipment counter located in the Projection Room. ------------- ,a a E 4P /� i i i I DATE IREvNol DESCRIPTION BY REVISIONS MCI TELECOMMUNICATIONS BUILDING B-2 ROYAL. EXECUTIVE PARK II VILLAGE OF 'RYE BROOK, NEW YORK AUDIO VISUAL ROOM REIN OEIL.-EL.EC.&TE L PLAN DRAWN SCALE Xr ' 'I 1 CJCHECKED DATE !�► 9-�0-8.r-7 APPROVED COMM NO 85-131 DRAWING NO 381 PARK AVENUE SOUTH NEW YORK CITY 1W16 t— 4 A 212 88*9 IM 7 I t , FINISH LEGEND tHIS SYMBOL DESCRIPTION SPACE NUMBER > FLOOR FINISH - SEE SCHEDULE ELEVATION LETTER ORAWINC NUMBER WALL FINISH MATERIAL - SEE SCHEDULE WALL FINISH SPECIFICATION CHANGE IN FLOOR FINISH SADDLE SEE SCHEDULE DRAPERY - SEE SCHEDULE DOT INDICATES LOCATION OF PULLEY i r SYMBOL DESCRIPTION INSIDE DOOR FINISH ' (SEE NOTES FOR BUCK FINISH) OUTSIDE DOOR FINISH Wre mill i 1 no ML ISSUE C3EM .PAi .... ?.1— 7 � �' ;-k`� �1�. C>� UAL.• � j �r �fi! C. � �. W G'E..� Gam►-t7c�•i --' t..L. � V k Ems' ' f f '"i'.`lE* — ,+& 2.2 - (9 4- "F'Ai ~�1 v6s 11 ko l L>( r+ we, - P� p (iv4J� rsfi�►z—,c> c?A of/'�i1lGii � �G`t��� i' 41 "SV'%�� �0 �. \; /4��\/),�j_ {� f'� t ,/►/"� �''�''}��.� {.ram' ,.y,��y7,��y/y 'Q y! �,r Y��(l i+'�p+1Jl� P.. I L�w�'j l G/(j `V,„�" yfy �t*rf ,p"�('-s i �}t X V e— -' 'G/ Yv OL. �' �#4/ r�+.' j,/{./ 1„'i i ✓ �/ +~is'" .� J 4-0 t f. •� Vtfkj..t�^�'r.,.Q jt E lrr�t�,}yit�i �}�a-4�Aiwy�'`i�t _ S Y`'' 6,--7 Jrz.,''-G,4A VVAL4: A= l7t..'�. 4r✓ dV..�.. ..r € ..{ i �flc,'. - $ a�'�'"�t�,•�-•Vtl�•► �� �k���t"�.�.. {' N�='iV�JC.'.EC.,i E I i ` v g4 F i ? -- - t ' =N1 t ,o�► ` 1''_ ..r c'.1�. lik' ''"f" # N I "P L — ►'Z- !lire _�___ t i ii !q ' .7°' �' 1 �•�: t is � 7 --,G r3 'S t.,A-�j - �ii i �L- ,�rj�RF=�'.�j ✓ 151 -n L . i-v r � I ✓47�'N { ►"�t�� vL. g f�' � fV L� � v'�/ � r�f y+rY' k' t ff O�r� IM I REVISIONS i KEY PLAN MCI TELECOMMUNICATIONS* i Q BUILDING B- 2 ROYAL EXECUTIVE PARK 11 VILLAGE OF RYE BROOK, NEW YORK BUILDINGFIRST-FLOOR B-2 % FINISH PLAN OPAWN SMf E'�1 � crreen>o oAr� ,afwowo Comm w N 85-131, DAAVMIAf& NO . ' 3" AUK AVIWUE SOUTH ww Mir %Ti w>as 11 J�'°' r �o. O�scR�prrON er wf ■ C'f��� cc�n �'I,�ti�-ice 1 pPYI"�' �'P'l��- 1 y1�- " C-) _'�✓MN� 0�11 rOt�M { V cr-- 7, 7A �lt Avt2 ; Ub1 t U ifi p Xbr� FURNITURE LEGEND THIS SYMBOL DESCRIPTION THIS SYMBOL OL DEStRJPT#flN JHIS SYMBOL DESCRIPTION THIS SYMBOL DESCRIPTION THIS DVVG SYMBOL DESCRIPTION trnrG lj s--- ---^ ROOM OR SPACE NUMBER SECkL ',%RIAL DESK WITH TYPtNC, RLTUF;N CEILING HEIGHT SECRETARIAL CHAIR f' FILE BANK. �_ _ STEEL SHt, G. WIDTH OF UNIT IN INCHES ' 3 3 SEE ELI*V, IONS. ELEVATION LETTER CLLRICAL CHAIR UR ARMLESS SIDF CHAIR .._..,____.. TYPE: L =LEGAL C =LETTER NO, OF DRAWERS HIGH DRAWING NUMBER" NO. OF FILES IN BANK TELEPHONE INSTRUMENT LOCATION GA�":iNET (CE= COATS S = STORAGE)��• � � CD = CALL DIRECTOR rWIVEL ARM CHAIR OR SIOL CHAIR WITH ARMS W = WALL MOUNTED SECTION OR DETAIL NUMBER DRAWING NUMBER BOOKCASE LtiUNGECHAIR LATERAL FILE BANK ' 2 513,- CRT DISPLAY DEVICE LOCATION MA i GRt7� CREDENZA _ WIDTH OF EACH FILE IN INCHES LETTER INDICATES SYSTEM - SEE SCHEDULE FOR TYPE NO, OF DRAWERS HIGH SOFA (SIZE IN INCHU 'r`.S NOTED) NO. OF FILES IN BANK s EXISTING FURNITURE 23 ELECTRIC WATER COOLER TABLE SPECIAL EQUtPMENT/MACHINES NEW FURNITURE IS EQUIPMENT SCHEDULE) s ' OVERFILE STORAGE CABINET FUTURE FURNITURE ( DESK (SINGLE OR DOUBLE PEDESTAL AS INDICATED,'HIN INDICATES TYPE L...�..�� r..;� BY DOTTED LINE) A = H{tVGED DOORS B SLIDING DOORS C = OPEN SHELVING • NO DOORS KEY PLAN (D [DATE CtAPIES M NM W a I< d DATE AEY ND. DESCAIMN 1BYl REVISIONS MCI M o TELECOMMUNICATIONS L.E M . UNICATfoNS� BUILDING B- 2 ROYAL EXECUTIVE PARK N VILLAGE OF RYE BROOK, NEW YORK SECOND FLOOR FURNITURE PLAN DRAWN SCALE r i '� r Q�#CKEO OAW lI41 t (• ARpIWO COMM NO N 85 —131 ARAWIN6 NO w/ 381�AlI NAVENAE SOUTH vm cf�yIt♦ sfi f■ i 6 1 1 4- CONSTRUCTION LEGEND DESCRIPTION ROOM OR SPACE.NUMBER ELEVATION LETTER 4( DRAWING NUMBER � ��`��f� SECTION QR.DETAIL NUMBER DRAWING NUMBER DOOR NUMBER DOOR & SOCK TYPE --- l--SEE SC-EDULES HARDWARE SET 4* UNLESS OTHERWISE NOTED HIS DESCRIPTION SYMBOLdESCRIPTION THIS TWA_L SYMBO THIg SyMeol. DESCRIPTION 0 =ta=z= P;ziw,4q. pAr--rj-rjcvN r-L -v6H 1-4L)N.8, , N�v -'Z/ill )W,:5,0LA-r0s4 FULJ- 5/6" EA -ltpi P as- 0 PM't-WAU, f:)wfk-T'rTl OW tm '% Am A ( }— owe- Llk` S4--' 5-r-)P w1vNF- L.,/AySp. Ni.MA-r*-t::, MOATZ-P MA. iSIj:>f-: % vl-rwe.> L-A-M-Fz IL.Iws, zle MISTlAI- '=ARTITIRu4co V0�4 Lz- L-A,O�F-- V1 -�"�s6 - 7= 4wCX- I LI tZyx"IAgrA- ATL)> ItF MA, -51PT-z Ate,. WiNro I IZ14 eVTT CL.A� 5 F-AJ:Cn-Mot-4 ;Zxv MOTAL. olltVpl�'� C," Tkj4W. It-4"5Ul-ATloq — -i— m m KEY PLAN (D- m 11 u L,0Aff IREV W. DESMM,ON lo u CA O� FCi 0 ISSUE oA «,► m WNlfM .. . tff�4_1�0 Mgt. fooz. 1 -� Ff wr-.Ll"l w g it e_&► w t4 & 1�4 ai1,1Nl, i f2. i.114 %fie t� E t:• 1 111 G.GL - WH • Mtn. 2. -7 WAT" rt- LA01-%! �/e°HIG H i i 1 aY L.i rt•�NG Irl tAj=S-rls R►A "5W;: /1N* AFMA W1;Zt5> vAJT R.- ZO rL,:00;;w (-!24. f ap i01 eo+40r t.111»R. V`t'T" ►`aF r G 21 W144--Grv7O ro1~IV F055 � Mre- {+G.i" r : = i..1 c�►W "e i.►1 - VUFZA LA)- PIN —!*P0 (b 40; 7e * +4- t' l^"t' c,.K_ W11040 -r+ 4.I.. $7 LAMIO,!:� � oLtJ4 &TM 4jUoe4c. i"� ;G�V�'dM: �1�' -- 7✓�•C:.Gil1'1"f�/C. 1�4'-:a°t J'F—t.tG4l.t�a7�rC.��.y[T2�t/ away/t..+...1�j ryt��1tL•1..i1G-�6y, /1� i l .:+�✓ / �Y�'� ✓(A • /1� °1�.�P�.��as ♦ i 4 �6�." FBI i 477-T .. 150 wAk'rr F'Ap_ '�f'.►` M jN 1�- °'�"' •R/-�a WAL4- WA-tO•t r_10'7A= 1z2 -Mi • •�" R T t'"• G•d .4 r♦ 4{++► •�l r 4 N♦♦ w - T(Z YY1i. LA4'I'e_ ►�'1/N 4�i.r"'["♦(..+fY G 01AFFIAR., . lv .c " •pfA. AP�ATrURrr- - 1 -A/,4" HiCai-� r r.¢ r' t=i ATV ' - f 4 r A 124 'PP312- Mre. u :5TAFF-4 G422.I \\/H - MM �\// mil. CV_ "iLUGI200VM I�aAFFL.E.. 50W PAR 34 p iYMI�'t2GE�I�tGY L.IGH'I""`EML'Q.C.(�.Li'T�"`S�LJd�t�,�. ''3'b'I47Qy"Et2` 1'2. PFG 36 MF— F=UL.LY R4GE'S51mrD !4 S/g" SCZ. ac 31/41, H. v/ wiGv-Et CAc*AtUM e>ATTE.t2`{ �-�•�.1 Eon .• ����-�- � .-�°,�i�. � ,� t�`, 'K.i�"4�,'"("" �l1l�.�Eyh.} - :�72'L21z2'M� • �il 12�"G ''U�'+��-p f t�j� , � t (I H I COH I W^'(r I-AtL 3 - t 4 t i ( f t f ` f l t • r • r. IIEVISIONS REFLECTED CEILING LEGEND ��Y PLAN .MCI TELECOMMUNICATIONS THIS DWG SYMBOL. DESCRIPTION THIS -DWG SYMBOL DESCRIPTION • Y TMlSi SYMBOL DESCRIPTION THIS DWG SYMBOL O SCRIPTi�N E - ROOM OR SPACE NUMBER EXISTING RECESSED FLUORESCE' T FIXTURE TO REMAIN - 2'-0" x 2'-0" OR 2'-0* x 4'-0" ♦ - --- -' t* WALL SWITCH - LOWER CASE LETTER INDICATES tRCUiT — * HVAC SUPPLY DIFFUSER 1 ID-- - EXE PARK II BUILDING B ROYAL CUTIVE r CEILING HEIGHT CONTROLLED; INDICATES 3-tiYAY SWITCH VILLAGE OF RYE BROOK NEW, YORK .RELOCATED EXISTING RECES:,EI; FLU..: GENT FIXTURE - 2-0 2 0 OR 2 0 x 4 � �G....�t ' `_ '_ . �_ r 'Lt MULTIPLE GANGED WALL'SWITCHES - LOWER E LETTERS ° tND CATE CIRCUITS CONTROLLED HVAC RETURN REGISTER ,i ELEVATION LETTER 4( .\j x .. dF.IP►GA '`�, GaIMMR. CIr�JING HEIGHT BREAK BUILDING B-2 ' SECOND ' FLOOR DRAWING NUMBER r"� TO BE REMOVED ILLUMINATED EAT SIGN WITH DIRECTIONAL AR S AS �V �► EXIST{ G RECESSED FLUORESCENT FIXTURE i %:..! OR 2'' 8" X 4'-p• INDICATED. MFR.: NO.: . CEILING TILE PA TERN BREAK REFLECTED SECTION OR DETAIL NUMBER DRAWING NUMBER {♦- 1.�.. 2'-0• X 2'-0" _ .__ ._,_... M._.,.. _ LL-. 2'-0• x q'-0" RECE55ED FLUORESCENT LIGHT FIXTURE WITH 40W LAMPS. T +IttaZ`G I'#+ = . �i n • S LIGHTING SWITCH PANEL ,.a' CEILING LAYOUT STARTING POINT fi�- _�_�. CEILING PLAN �-,�. ...� _ � t�2. Wpc1�L T � 2'-0• x 2'-0" RECESSED FLUORESCENT LIGHT FIXTURE WITH � 2-t.J4C'�✓ L:P�'P5 "saki' t'"('✓* L."'I"� � SPEAKER �t t2�WN SG�d[E « « 't?1�.e� �A'.}aG`.11r. �IIfC. T A� x`sf +rNI�Jffi9t ,rB =, -o ! i�2`I'vVA1.L• (~ f RB•TE " .01010 A>�a ® t ,F2 GsA�akC. Lt2. Ir.jit GtRLGtI''1'!`I�: FLUORESCENT STRIP LIGHTS - NUMBER OF LAMPS 6 WATTAGE '�....."""'IF" SPRINKLER HEAD Uj ` 1 r�1 ICJ �" f ICK�D OA♦� AS NOTED ON PLAN , , r, cv 'i MoKr i=x{ A a>i wtiµ Pi LOT Ltt�a 1 • ,iPPAOI+fD COWh10 v/Y( 2-2- _` � RECESSED INCANDESCENT ;ILL.�pII"S' I�_�f�T'aJ ` F35 -13 _ y , LOWER CASE LETTER INDICATES CIRCUIT. E �rtalUl,.cryw.t6t. t�.Crgzr, AJ{.. 2�.<atG�tJAfirFa Nti-L.i'1r_- N $ W PANAva" SOUTH cxl4WnlcA10 1 RECESSED INCANDESCENT WALL WASHER. xTLI� Aw vm c" wxi 2403 ?f2 M! 1Si2 - 4 1 4 4 I (A A I � • r i } ELECTRIC & TELEPHONE LEGEND 141S 3WG SYMBOL DESCRIPTION > THIS DtYG SYMBOL DESCRIPTION THIS �IayG SYMBOL DESCRIPTION s- -� ROOM OR SPACE NUMBER t y '" DUP EX ELECTRICAL WALL OUTLET - COMMUNICATION DEVICE CEN-ING HEIGHT �j ' ® ilt l' i f%'i�ii% ". i. I N1 1 TELEPHONE WALL OUTLET I. FLOOR - - COMMUNICATION DEVICE G- DESIGNATES fI.IGLE DEVCC_ CDR. ELEVATION LETTER f-"P``M- � a�� j C3"Y � wtk S. t i" 'i"ELkPNOPIE � 4JA`iA COMMUNtc::�iftOPtS bEYICE DRAWING NUMBER KAr 'A_ir� '" � FLOOR TELEPHONE OUTLET - COMMUNICATION DEVICE ON UNDERFLOOR DUCT DUPLEX ELECTRICAL FLOOR OUTLET (°2' INDICATES DUPLEX +~ SECTION OR METRIC NUMBER DRAWING NUMBER `✓ OUTLET ON EACH FACE) � ` JUNCTION BOX TELEPHONE FLOOR OUTLET 1'2" INDICATES TWO INSTRUMENTS CONNECTED FROM SAME OUTLET) J+ CLOCK OUTLE- - V-0' AFF UNLESS OTHERWISE NOTED • i i DUPLEX ELECTI21CAl 6 TELEPHONE FLOOR OUTLET ON UNDER- FLOOR DUCT TYPICAL CONFIGURATION OF WALL ELECTRICAL L TELEPHONE 16 SEPARATE CIRCUIT ELECTRICAL WALL OUTLET - VOLTAGE G ® OUTLETS - AMPERAGE AS NOTED ON PLAN O SEPARATE CIRCUIT ELECTRICAL FLOOR OUTLET b or) TYPICAL CONFIGURATION OF FLOOR ELECTRICAL 6 TELEPHONE AMPERAGE AS NOTED ON PLAN !") OUTLETS �R r i K ! t I i i i EQUIPMENT SCHEDULE >r' i x i I M .t ov e Iwl J"i •. ♦ �I I / '� MTq� III / ► J ✓ r � r r P✓ f i �..rrrr �j� � � c�1 �%�� t�� '�� t�J � .,� T �• �,>1 � � ��, try ',; ��'� , MOat t"5,6 6 V-1PTIo1.4 ` g D � M `v �.4 f.�t.' e"'I �! G 1. v./�u..- •�-�...�.�-�.� �. � G � � > � �.� N � ,,, � �,�, �-x > •�rf,,,�.."j'� /.��. 00' v�.1✓IJ1;,if_tL-rX..!►0Z 0P�I :I.o,'11 rT Vt!:e-::Zv . _rce T ��t2�i`Ni=�> tFIcDc�.�_•.a.`,,lf�'r �ArJ 5��o°p or . '- I�b �, , � 3;utS ►p M$N (' fiav/� .. ;.ems e..� ,,.. -� _ •.i. U fjj 4 !'1 Oi-a �•' f i fli �'} . ! Cis t t low ( I ® �� ��• -1 ��. o !� �. I �,ry�y I . s'� G•. �i�dr�... :.-� ��.�r�.:i `�C. � ; � ,��.�.,- ram..-.. CPH I ' ,� X ^ n �' ���'•� �� �"'� • / :V �"/ +/" Cs^ a1`..�,� i'T' V�.f�"�7'�'..f"''�',.,.I (�,1 � "'� /�,` h�� ,.� ,---r°--.'"•-fir" E ��i°-�c:'`"�s�G. a r% C� �� � G � ��• CMG � -��� �J°>�' i -(""''t' ���r'� •rti .F�i . � > 1 � � � �-1 G -'7 ` t� .. 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I , I� WOMEN t-4 ti;V c t-1 A i2 CC CC 2 LOUNGE a, TEL. RM. TELE.RMo UP DQYVN • \i... (p 1' ' •1 ��" �r STAIR 1 i \ l;' "�'✓'✓ • `%� �' C�i'�.. � i C : A W" '�'�' 1 "" �I(P�.. ,h.1 ` 1`'A"j"'�"� • (="1 t�.� � �j>�� f Ap wL 112A1 4- - 1. .. �Y i G• • ttJ ""1"".-'`� �.. i tJ .... cAc' .. 25 2 DATE INV N0. QESCRtPTION 8Y REVISIONS F KEY PLAN FINISH LEGEND -MCI THIS SYMBOL DES: RIPTIOi _...w M TELECOMMUNICATIONS Q SPACE NUMBER w INSIDE DOOR FINISH. „ � �� �,, rjQ C-a�:rr�t`{ i + � BUILDING B-2 ROYAL EXECUTIVE PARK 11 E�= t J P' VILLAGE OF RYE BROOK, NEW YORK FLOOR FINISH -SEE SCHEDULE (SEE NOTES FOR BUCK FINISH) BUILDING SECOND FLOOR OUTSIDE DOOR FINISH B�2 / ELEVATION LETTER I DRAWING NUMBER �°� WALL FINISH SCHEDULE FINISH PLAN. P - PAINT WC - WALLCOVERING WD - WOOD w CT - CERAMIC TILE M - MIRROR -- WALL FINISH MATERIAL - SEE SCHEDULE WALL FINISH SPECIFICATION r ®R4INN SCALE tj8'= 1'-O" CHANCE IN FLOOR FINISH j _ G. (�Gri,.c�TK.. "tom` C�G';,.,t..► f i 1 E C r+FcxEvrzart - `C l APPROVEo Comm No SADDLE - SEE SCHEDULE85-131 DRAPERY -SEE SCHEDULE N 2 DAAIMNG NO DOT INDICATES LOCATION OF PULLEY X iff WX .; 2 w 5 AV dl9 L j ; 4 I El �3 El El , 00 Cl t 1h`y j N1r - R- tot Lit- ? )' k a 0 0 0 tin a 0 _ NT0 MT091F, �f 0 DOWN STAIR 2 o TEL.RIVI. M t EC H. R M. DF ,afv 2 ��1VG 0 o L2J rl Q ' ELEC RM MEN R Qulw (�. . � � i � �� i • _ � � ,�-�- -��' �'1� off. �Y�. �'�1�1✓'' ���. �y5. �'U"Ut'� _ Li (�_- u u u- . CORR. I 1 WOMEN !3`1N g i i I 1 ( ELEV ' 11.0O Q cl - LOUNGE _ .- TEL.RM.' (NINa 1 UP oowr+ t ! STAIR 1 - . t 1 10, i (1` .s 01 1 f N (71, .. I (ti F ma , �y. :c r 3 a rLi4"l MOT OK- 01 m , -- I �� ,) r ONO coN,9T CON j'. . cosT, NCO COKJ T, tt El 1051( CONI= `1:�50S El 0 El 7 40�. 1 ;c TINS vd R FURNITURE LEGEND tits, SYMBOL E3ESCRiPTIt N A _v wr DH'S SYMSOL DESCRIPTION iDWG SYMBOL DESCRIPTION ROOM OR SPACE NUMBER I SECkLTAkIAL DESK WITH TYPING RETURN ��. 1 FILE BANK: d SECRETARIAL CtiAtk + 3 3 � TYPE: L =LEGAL C =LETTER NO, OF DRAWERS HIGH CLERICAL CHAIR OR ARMLESS SIDE CHAIR i S NO. OF FILES IN BANK CABINET IC COATS S = STORAC:E) SNIVEL ARM CHAIR OR SIDE CHAIR WITH ARMS BOOKCASE f LATERAL FILE BANK 2 S { LOUNGE CHAIR Cq© CREDENZA WIDTH OF EACH FILE IN INCHES NO. OF 'DRAWERS HIGH NO. OF FILES IN BANK ��--- EXISTING FURNITURE SOFA (SIZE IN INCHES AS NOTED) ! ' I NEW FURNITURE TABLE OVERFILE STORAGE CABINET f~ � r s` FSIA T LETTER INDICATES TYPE j FUTURE FURNITURE A = HINGED DOORS B = SLIDING DOORS � I DESK (SINGLE OR DOUBLE PEDESTAL AS INDICATED ; f L'1��� ? G =OPEN SHELVING - NO DOORS BY DOTTED LINE) ; - 115 1 SYMBOL DESCRIPTION STEEL SHELVING, WIDTH OF UNIT IN INCHES SEE ELEVATIONS. i TELEPHONE INSTRUMENT LOCATION CD = CALL DIRECTOR W = WALL MOUNTED i (7C7 CRT DISPLAY DEVICE LOCATION A LETTER INDICATES SYSTEM - SEE SCHEDULE FOR TYPE ELECTRIC WATER COOLER EWC 0 SPECIAL EQUIPMENT/MACHINES (SEE EQUIPMENT SCHEDULE) A r, m IN KEY PLAN DATE Im N0 WSCNP"ON BY 3 (11 I C THIS SYMBOL DESCRIPTION Fi1PTIQN THIS TNtS TWt`� ' SYMBOL DESCRIPTION � SYMBOL DESCRIPTION SYMBOL DESCRIPTION' EXISTING R O FLUORESCENT ST NC LU ESCENT FIXTURE TO REMAIN , - ROOM OR SPACE NUMBER ` I'.-v x 2'-0 2'-0° x 4'-00 M WALL SWITCH - LOWER CASE LETTER INDICATES CIRCUIT HVAC SUPPLY DIFFUSER ' WILING HEIGHT y CONTROLLED: `3• INDICATES 3-WAY SWITCH ' HVAC RETURN REGISTER RELOCATED p EXISTING RECESSED FLUORESCENT FIXTURE . MULTIPLE GANGED WALL SWITCHES -LOWER CASE LETTERS . , . - 2!-O i'-Q° OR 2'-0° x 0-Y•.: ELEVATION LETTER Vi1 INDICATE CIRCUITS CONTROLLED DRAWING NUMBER CEILING HEIGHT BREAK , r±r.. EXIST! t RECESSED FLUORESCENT Ft1iURE TO BE RflwtfCt ILLUMINATED EXIT SIGN WITH DIRECTIONAL ARROWS AS # i +r�►ti✓•/ INDICATED. MFR.: NO.: . j 1....2 R�.......,i • 2'-0" X 2'-0" flR 2'-0" X 4'-0" • GEtLtKC TILE PATTERN BREAK SECTION OR DETAIL NUMBER DRAWING NUMBER2'-0* x 4'-0' R�C6tSSEOIFLUOR SCENT LIGHT FIXT R, WITH 40W LAMPS. "' LIGHTING SWITCH PANEL CEILING LAYOUT STARTING POINT 2'--0• x 2'4* SSED FLUORESCENT LIGHT FIXTURE WITH, SPEAKER OiAL.L MovWj`E_ y 1.44044°"i' SG[ caC4tE0UL; POR g� t�ICl3,{IOhts r SPRINKLER HEAD t t.UOR STRIP LIGHTS — NUMBER OF LAMPS S WATTAGE, AS NOTE t'1tV PLAN > +iiil#illlwr .. "►t'i` F _ RECESS tNCANDESGENT s►T�.,. s o W III GI b � t IJ r� I c..�T"C:� t"•�-C'T""�'iz�r° P�G}�.. CESSED INCANDESCENT WALL W HER.-S�tr �CII£Cli#L�a: � w—.— GG�i'��h.tl�'�iiJ �.�.�}� 1j�'1.( j+� r TItliss• r^ lop PCYR WOO ..". -� is't�it%.L.tN�"s" cts.tLtretc 14 9^4 4 .;tm4l &NA-l't3Lll'I v#.! "'i�i'+1G •' . TW tt'• I.PT^LA.1=0 �,_�. Ltk ti 04 �tsl•-I~.cae.:l•c. I`�.. >..tNG• R fi L-vi.. *tttIsra'.«.ww-Milo �°:�`"Cr�+p�' i t 2G�L-v�li-t • Mtn,, ' ' � .. lz -7 way- .. i.Aorep 5'/e CHI -i KwFcr VR-5*W4 W -752cP tom.-2. MO ' %t'>r-oLAsr L.t Gam+-jii-j�► ..IN j =STF—f,tA, A*..A r0fzc'S.LAIN4 9�A h4rw " r t t, a #ti dr t92.1 k GMA?tom ,. � Lt t L�t/�► '�I �'C7"i'�5' '�' ?tom" a , ov e R•.�►G aL i't'i"=• t'. p /-•«�+yC>r/it tW..l C-r.2If %�+! w ' UI few r9 A •. ^r r"�.. ,rV I:rw� t t 1 �'2:M H I , *7T Fes= ': ►,O L,AMr>1t4 dv _ W/ F'+ '45 15 - !� WATT JWtZ� l oy,g t-t r art I.%• 1 P" Ee.'G. D 1.! "i G 4 Z►'Z-t - '�'i W,/ t;St..G► M I t.Z.N i� FFL-2 . COV4" vtA. Apt-_m .-rvfLrs.. t +_-l/' #" r►t 6,11 t..:. ma__, Nt STAFF':* G422t WN - MM, 1V/ bi.�.CK- MtLLIGrzoovtL t3AFFL.M. 50*1 PAR. 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I I t t e` E l k f I {{ f DATE jnjN0 +E'Si'Rr %PIMN cif s , ELECTRIC & TELEPHONE LEGEND REVISIONS THIS 1, SYMBOL DESCRIPTIONON DWG H# _. KEY PLAN ..__. x, , .., v SYMBOL. DESCRIPTION � w GSYMBOL { OE RtPTI N ROOM OR SPACE_ NUMBER 1lr CEING HEIGHT COMMUNICATION DEVI C ERUPLEX €LECTRtCAl WALL TLET � a "TELECOMMUNICATIONS t, P TELEPHONE'(� vw rt � jeP . , 1 � -� 4. -� i, ram�' .t•. o- BUILDING 8 2 ROYAL EXECUTIVE PARK 11 � - �� WAlL OUTLET FLOOR TELEPHONE OUTLET _ COMMUNICATIONiCA !ONRE DEVICE �VILLAGE )F RYE Y4RKELEVATION LETTER , mac... l v FR AW#N G NU MBER 4< i.,. `r I At LOOKTElEPHdNE OUTLET COMMUNICATION NiCA tOND DEVICE UNDERFLOOR DUCT ., # +' i # T'".'•r ice' THIRD FLOOR ELECTRICAL FLOORQtlET#PiN INDICATES DUPLEX OUTLETEACH FACE) 2 SECTION OR [E7Ai. NUMBER DRAWING NUMBER { TELEPHONE FLOOR OUTLET t2INDICATES TWO !N5TRUMENTSJUNCTION BOX ..+� jil .Gl r t ...+«r � 6ELECTRIC p , E, CONNECTED FROM 5� E OUTLET) * �1 '""`:, x , ., ,4,:.. ..... alto a+r6* c.�" L.fG� . ,; • !r'DI"i� 1.+ara '�'"' �.,`�; ,. C1 s �' ; :.�,✓ � %�'�""," � sit..✓ ,�„��a►/ # AFF N v�.J t1 en CLACK OUTLET T -/ t L£ 8 UNLESS OTHERWISE NOTED , DUPLEX � ELECTRICAL LI L L TELEPHQNE FLOOR OUTLET ON t Ft FLOOR • lad DUCT G/"' # � � f y+�� H P2 scup' , ti► :. 1 r ,.� 1 Ile. --'�- TYPICAL CONFIGURATION k OF WALL ELECTRICAL tT€LEPHONE t _ , ^ r 1 1 t CAS � , l r i '11 r�cKF otE SEPARATE CIRCUIT ELECTRICAL WALL OUTLETS hr t> r- i 1 _ n J `A. .A r. „. ,�. M _t r-.~' M I �» I 11 Ho ' ,tom r` t N i P T CIRCUIT _ P 5E E C RCU T TR t«y TYPICAL >,� �r.� �. El€ t E Ni= - ; C R 7 VOLTAGE L 1 FLOOR OUTLET A CO r L U LE aL GURATt GE N G O F F d R L E EL ECTRICAL TRt c 1 L T Y`' � t TELEPHONE ON E E r �Iv >� ., AM P _. N E E.AGE A N T S O N P OUT T _, ., ER O LANr L€ 5 i iiRi4iM'N6 NO' t .lei t'7MM�!'Hi7t�K �{/{/l�i. -.r Fn ..e ,..„,..s....x..e 3• 4 I 0 ff E AC 'FINISHLEGEND SYMBOL DESCRIPTION SPACE NUMBER FLOOR FINISH - SEE SCHEDULE ELEVATION LETTER CIRAWING NUMBER WALL FINISH MATERIAL - SEE SCHEDULE WALL FINISH SPECIFICATION jet CHANCE IN FLOOR FINISH SADDLE - SEE SCHEDULE C DRAPERY - SEE SCHEDULE DOT INDICATES LOCATION OF PULLEY SYMBOL DESCRIPTION _ INSIDE DOOR FINISH (SEE NOTES FOR BVCK Slut ) OUTSIDE DOOR FINISH r P - PAINT WC - WALLCOVERING WD - WOOD CT - CERAMIC TILE M - MIRROR f 111111111111111111111111111111 lill IN 1 i Al �4T I FE •+ �'�l� "�"�rh!"G► L•"rr. fit•'' �`{ r 4 "2:9 C, F, l 1 W 1 L.W AM s �W • i �_.. M { 9 10 "r♦ �0��.-c vU l I M I �� �Ia4W, ALL/YpL.- , 4- �?-1 MAt; - 14-- 119 — &''°t',!�Fz- �N ci •'L. W c>�� ta►t�c�N -- `�=A,L,L.�Y I EMI' Y�IG • �- GiU1 L-�Ut�-t3 ��,. N1A�11^�� `'�'-t'f �I�aT' ►" v�l wool.. 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T 1(9)IELLVA T CD z / y/��.�}�M r rG ©��A oA "r rA (tAk ti rzi 5T f o it — ti tti ti P _._1 IL_ . . I I w� \ ma`s ISSUE DATE Alt?COPIES III WHOM i z - - f ��Nco cwq- f �t 1s V 'cC tV ,gibe ;5 0 - - r /"Yl IWI x # G� �2d 2 6� (� 1 i i \ IF , r p FIXED IN re �UE1T \VALL 15P (aD 1� , WAU, i _ 7 LTEREV NO. DESCRIPTIO N tti' REVISIONS L1� V w A 0 0 v ^� d a t L d I n _ _ t { F� P } dEm a r . r r 1 � •+� f.� t r d✓ nl� fj r i r A � / a R U I 1 II� 4 i p t DATE IREV ND. DESCRIPTION BY r k7 K - - - s i c 1 '} e t ! t� 1 f I _ .., •' i 4. 1! A-,; tJi " law W. "Salpnom 8Y ' r l o q � f ' a AJT CLEM(yLA rlia..� prti v r DATE lRn)vo.1 DESCR#PT►ON 8Y . - l v c. APPROVED Comm" N_o ; 3 DRAWING Na' AW AVE E OWTH 38f !Yt! S M NaV YORK CITY MM } 2f2 889 T�22 t . i Cs' i i t t K M yq r�� i { i j 6r+ TO ? = ; LOATE 1RUN0.1 DE$CRIPrION er z�VFF t V,�IV7111 J T !t t?�b *fir zf (�►�(t RATE I MEW W. DESCRIMON BY .w� ISSUE' A DATE CO- m WHOM GATE REtt NO. DESCRIPTION lie �A UTY OB G27 nA 41 ISSUE OPIES 70 WHOM DATE N xr: t�► �s .,t.t .._. _.__ .;.. - 4 -E-- - - r'2 MATE IREv N0. DESCRIPTION 8Y Jul t 3f „ T H. SOL t U CO is IN IN — . TE AAE3LE' a 777— SU2Fl;aA. i, C:a'l..�►4a LAY E 2 E " E,,a v I'SUAL ` '< aL'. EtsSTEEt OP- FQUAL ; R +T \\./WITF SCsAl2I7 \vi�::Tlk4c:a I , •� carss s ._ .� 1 E �E ; 1� tic th E W/ cHAL- T2ZA6X; Ej, •_ __ 1� �( � f 1 � Pt2ov[QE �%1-CGtG.n.iC� i�AD� { j _ _L. 15ut2F�icE 12.C`rL` _ t __. i^'1 .. 17•:.i r'tir ri 3w.!/� Al PS r"t�t'ti df. I�t11 Afr�R` diR,, 11 �r MATE lofty W.1 DESCRIMION 8Y t FL TRACI<- u AA NA M DATE No. I COPIESTV WHOM I DATE M JVOj DESCRIPTION r t ' I ' I i I . .�..�. TF oll IF 4 a a1 ��,�.r,� ""� � t�� t,�`��'"? � r � '� � j���•�- ��`�M�. �, �'~'f,�. �i ':�a�Dij�jj.42 ✓ Iz.3-2�5�. Tc,r f TL r ~ Ctip .a VIMLOVA 4k L2) A T f' e s./ f i ter+.++'' t ' .. 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Pk�L45 IIA i DRAWN SGAI E OW CHECKED DA1f n APPROVED COMM NO 85-131 -v DRAWING NO 381 A4RK AVENUE SOUTH r Nfl# YOB IN t0 X D- 23 (�8I�tcoon .._,......�.... � � —� .._..�..,. _.1..__ .,.w.�� _ _ '� � � __ :�._ i c�-.�.�.___ 7 L L 'All —T FL4>01L SLAB AW4 --T /2� 6 E7 10 �ot .01 -IA -LAM- F(N. PLAS 1, Ewl A. 'T. e--� ACOUST. TILE e" C4 FM 7-- C.LJG ca�e>. , 0-z NS V -SHIM LF-VF-I- -STS AS (2e(:Zlo. Y4T" - N I I TR. J FLC)A-r /Z I M P 1-0 Al-r S7 C-4 L AS S W N iAL Z -rev V� L �J F- C-) Appu;=o y qD F- OF FAGS • T, 'T 1111T /21/2 L • WOOD %-/F-�,IEEZ FILES F(LES /-Lip Ls -ro MA-rc-H \NYC�00 T0AN45C>M aAZ TO MhXCH AP> PLY\\-/oc>c> 000" 0, F�ASC-IA Tic kf) To;:> Cmw-Tsp- -7 P114-s LA A PIVOT Y4*" Y4" FEL Tu.'SOLID /4" FEE 1-T L :J MVEA✓C-0 Q_E WOO 0 04 oc>c:)W- oc_ SLIDIrA C>ooas FA-51,F-w;= ID Tt c- zl Ti2tm Wl PLAS if METAL 1W)K 1'/4'2,L V-'r, TO tLs SECT10KA 0 CT ILIZ =TAIL SE ION e> LX>CY- k �-4 G-n 4 l/W -r'4' WALI- L�ow e>o,( WALL J A-L-'Y. L I w E-12- F u r->L VC>00, -P r^I-A-.5s —MET.I TRIM Ls <2iy?. mc)AIIED I T PL CLIP Ls LL e> P-Afc� Gc NE Y`Vvc� 1--�4 Ic V- C I A iz Oiz 131 k F �A , a I A e.DW F-DCP- C>F= F:L(Z)A-T (�ZLJC\SS PLAS. LAI&A, P E / , —, I G JAM 5 E�> EA. D S PAX--4- --j L oe.;o* zoo MET. A, &: + WT V/CoWr PL. 45;YR 0Z.A5SF-MrBPL-Y C>t4 4— �7 L al -A C"AkWEL - N4E'TA%,L- uj ul ISTUDS �,� I; I tW� kv, GWIN4 LEVEL C LE t6-r\V W. WA� L Ls 1.0 —APPLIED �PLA�" '51 L L APPLIED (T -(P.) 1;5Ase 1=ul-*,)�m (E-) WTI �N -4 60 COAT CLOSET I=L001Z I c)" r 57 '71 1�� 4N�14 L- 4L A if L i L + ic, T 1 �-15 N P 1,4 + 774 M - m X - ------ JL+ FF 74 1 Al E-7 erA 1"L \VOID A5 KND 4 Ll 4 40 0 A, GA(:, rJAH ,AN-y - - - - - - - - - - - ?'T 77 11 J /FrzAmi FU- AL 9' O'AA FF a. Z, zMOL.-)i 04 ■ 1 �.�., 7A L 6. F�J t� cagCt te74/L�7� ec ll:� F)l ri t 1 f , UAW � if ql r oR /� f; Q 1 1 1 L, DATE REV MO• DESCRIPTION BY r � , 45 DETAILS ,I� lit;` v g e RAW (i N St,`AI E �'1,,i `1 ICH[CKED DATE i 1 APPRO VED COMM NO ' 85-131 DRAWING NO 381 PARK AVENUE SOUTH ti 9 NEW PORK CITY 10016 2128897922 r !I 12 H 451TI - W� _ _ OATS JRR Alp. DESCRIPTION $Y )NIT j / r 4 { Kl p*y, 6y KAeAA qv � P lco r %� s d �. r.. l �.. e �. i. i o b u 4 F i : �� `: { -� .� r S x s } � �, . �t }� � }.. �a. 4 �; �, t a. ,. . .. .. ' k s .. Y t f , r o Y w � , 0 , , F3 r/ 1 r •; a, ,�. _ _ _ � r 'Ok r 8 K._ h � � x �� -- _ � �.k l �' F' PARK - --- P.HASE i PARK Il ROYAL EXEC UTIV"P. 1100 KING rl� VELIAGIE OF RYE BROOlts, -N.Y. WE CONSECO ,..: ARK AVENUE SOUTH* NEW F. y 10010 .:d HS at M t '.J7 ! EEdS. w 9 �yw . A C� �• a 1►` 1 ? GfX}nv } _ , r ALL ; - _� - ��,✓ + 7;k At A 1 4 1 fff z 41"E, ; , _ , , ; r u f L 0 0 �"V.-*Y-*---PHASE-1-V U a ROY - PARK III It 1100 KING EX"T VRALAGE OF RYE BROOK, N.Y. g$ rrr*rr666fff Grade d� 0 K!M fixture numbers 515 WIWI i0, t i Drainage 6y others s_ I Rome" i r' }{ 1TA' A A i A a .A A ; I I jl�V, Ax .� fi C"i i- AT jjj �j r • r __ V t ' c, 's.�....�...a.-.-;j.::.....__M_._._.—».._,. ._...;_.... ' ..�.'.�.�.�_.__�_..._.__ _ ___.�__ � f t�'f1 � � . u #*�,*'" .. _ ! f ` f `�./ i iE..l �._..�^"i�%tp{ ,�-�' {✓+ ...'' a I op .. � • , ,� mod._. _.--^°�.�..%�.....-°��� a ,� �,+ `'`�,_ �. "----�._,._ c��ra C:: 162i ,y _ {sr ` t t r Wkc��o t y Q _ JMp.. a CONSECO / DMJM 257 PARK AVENUE 80U`M L4r , I SHEET NUMER : , JOB NtJMMDRAWN BY j DATE: , '�k P !GHQ~iC = BY: l �& t <. r .. �.. g .ate 0 , _ r , z _4 e Lw blues. i At ^"a I i I NUMBERSHEET ELEVATI-ONS e RK i L, EXECUTIVE PARK II RO ..� "1100 KING STREET VILIAGE OF RYE BROOK', N.Y. ,'� pit � s ,YAL EXECUTIVE PA 257 PARK AVENUE SOUTH,NEW YORK, N.Y. 110, ARCHITECTS AND ENGMERS�y ; i li • r DRAWNVILLAGE OF RYE-BROOK� NEW YORK s M I P IN j N -,AN s � 0 -. f � �I j �",'..j �', �t''t "> �: v��:". ,�.7j ��,4 •"' j+� v :.,a _ ._ �._________�.____.__._._. _.._..�.�____._..Y.... 7ET or- t5LAe, W" - j r� 1 zl 1NI N oo vv Cl :W' A T` � '�j!Pf U r, fA P 45I T -r-(p to IG� I ti 4 {q �LATJ SO- � _. I! 0,'i AT , � PAS ANC At DR, W . a A SHEET I III ICI IIII �I �;�is ��� CONSECO E VATIONS AND SECTIONS ROYAL EXECUTIVE PARK 11 TTI ROYAl EXEC I V I 257 PARK AVENUE SOUTH, NEW YORK, N.Y. 10010 ARCHITECTS AND ENGINEERS 1100 KINGSTREET VILLAGE OF RYE BROOK N.Y. JOB NUMBER. DRAWN BY T ( E OF ROtlK' .Y• PHASE 1B e �-' � ����`'����VIL� \,��- RYE DATE: MA9. I � jqo�:a CHECKED BY ROYAL EXECUI IVE PARK VILL.4,,C-TE OF RYE BROOK� NEW YORK �l ROYAL. EXECUTIVE PARK 11 1100 KING STREET VILLAGE OF RYE BROOK, v 6v� ltn L-1 t-45 gfv tp SHEET NUMBER: ELEVATIONS & SECTIONS t.1 O"INSECO ISMJM 257 PARK AVENUE SOUTH, NEW YORK, N.Y. 10010 ARCHITECTS AND ENGINEERS JOB NUMBER: DRAWN BY A 9 010690 v DATE: CHECKED BY: 13 a id Li Nn ff L 0.,/ A-r .50 gril f N Tmac -ry? eu I I r- A I eC W4 (0 ic e7 'Pi -AA rOF, C2M W4� '5WIk-A P, 6'XCfPT Af-, P407'f 0, ac' A ISO, )< Ae, T& 0 cif AM JN, AND A7 A 14 24-11 A P, pf;�Qyjz> -fz (OR, 31 'zL7 Ap Ar -77 T FAW MV' f 4�1!�PRA W < U) Fl��I4 4LA-;v��, PANEL,, 14601-�A-i�D AlF--rAL-,---J�uRE- 4�;AhF-4- 4T 0?r;CA5-r API, CA JT6 15HALL, AL�_ fA llo�, c�-TYJCA _FV. 1 U M WA L4-- LOC IN77F-R)Oj;�� A, I-OCA WHr�RP— IN" P 0;�� -A A7 I CON -ni�ue,5 A 4viJivi A307 SHEET NUMBER: 'BLEVATIPNS AND SECTIONS ROYAL EXECUTIVE K II CONSECO DMJM 257 PARK AVENUE SOUTH, NEW YORK, N.Y. 10010 ARCHITECTS AND ENGINEERS 1100 KING STREET VILLAGE OF RYE BROOK, N.Y. JOB NUMBER DRAWN BY VILLAGE OF RYE BROOK�N.Y. PHASE IBh ;� , : CHECKED BY y. T� -en 10TWO CLIFFDALE 684 +x .., ...t, ., ROAD " +4c Wiy i ' + � }•`' .� ..,.w�rr- v :;.i $. +� '.?gyp: . _ g +siik.TM :�:.,��rr'. ', ... ,. +.• ,, .". - _... o,.a ,� •. •' a •+. _��fY.� 4�•;` ,�.;y^ �,t ;7.t„ ��i _ e .., _ O COUNa/l � 11A r...,. :. • .� .I, - : ,:: r, ♦ � !! / 1. _ „ _ ' .:s. ..- �.1 ., y� x tJ {per f L o,fie *, ! � � � '� �' � f ' •--;<' ,... , - : # s. i � `s ` t�i.✓�# - .. 1 tEXISTINU 40"ONDITIONS , x y f , 3 Q ,w. " f A3 , 4 43 ff x r � J AREA , TREE a' DRIVES . � is '. ' - • rt-. ., w �,. - ♦.. -.. t , -POND ■I .W, `�:: ..,,,., ., � - � _ -. .� : "� - •-„.� STONE WALLS ,x4 ,,: , ,. � �/�v-,..:.... ••.F� ,, /r y/ref � {' A 2 y / { e , i a, .. f F O r, r >G rr F i t Scale 1":100" 100, \t 13 0 LEGEND — - EXISTING PARTITION TO REMAIN. EXISTING PARTITION TO BE REMOVED. PATCH CEILING, FLOORING, AND ADJACENT WALLS- REMOVE, RELOCATE, OR CAP ALL ELECTRICAL AS DIRECTED. I T EXISTING PARTITION, EXTEND 801H SIDES OF GYPSUM WAIL BOARD Tic SLAB ABOVE. INSULATE WITH THERMAL FIBRE IN E tWE.EN STUDS, PROVIDE CONTINUOUS SEALANT ALL AROUND TOP OF WALI_ PIPE, OIIt<T AND ELECTRICAL PENETRATIONS. NEW PARTITION; 5l8" GYPSUM WALL BOARD BOTH SIDES ON B 5/8" METAL STUDS 16" D.C. FROM FLOOR SLAB TO FLOOR SLAB. INSULATE WALL WITH MINERAL WOOL.. PROVIDE CONTINUOUS SEALANT TOP AND BOTTOM OF WALL BOTH SIDES. k ;F i,A!•`', 1 I ,}}I, 5/8" GYx 1,A WAt V l k °S l i ,. S ON s IQ" " 1 i NiEAl !itfii iF" O.C. Ell END biRl L BOARD Yh £ ' 1I;1°o,) (, .11.14ik7o- NEW PAR11 TION; 5/8" GYPSUM WALL BOARD BOTH SIDES ON 2 1/2" METAL STUDS 16" D.C. TERMINATE STUDS AND WALL BOARD AT HUNG Fi<tLING> NEW PARTITION: 5/8" GYPSUM WALL BOARD BOTH SIDES ON 2 1/2„ ro METAL STUBS 16" D.C. EXTENT? ONE SIDE 6"" ABOVE HUNG CEILING, IT -AND EXTEND THE OTHER SIDE FROM FLOOR SLAB TO STAB, INSULATE f Y WALL WITH MINERAL WOOL. �sn _ EXISTING DOOR AND FRAME TO BE REMOVED AND RETURN TO OWNER OR TO BE REUSED AS DIRECTED, CARE SHALL BE TAKEN TO PROTECT DIOR AND FRAME, BUILDING STANDARD DOOR LK = LOCKSET. L : LATCHSET N m NEW,. RE = REUSED EXISTING, CONTRACTOR SHALL. RE -CONDITION DOOR. F y V - VISION PANEL. F€�St`' FIRE PROOF SELF-` OSING, C, DOOR CLOSER. i ,�Vt s i tb = GG,N-T rUtT 0 V . �4* L L -"f>K i-i EC i S S AR � ( � -110 +�,.I PAg6p�};A61 , p, 12tXTJM�— MMENT�'t t�164 � ' "g�W10Nb,, ,+ 66` 5J [ `� r '"` ". 'i' r `.t C.= i ;,4, t:€ C. ` 6 t? `g ��-- ', , 1'`Ir v I VE ? "n g if 6 "1' C 2 El 13 . � S ' I 1 t G w 4 ti /t APlR%tZL CAo/t't^ir SpAI- OUNP ?1121 W +STtZUc, R G' INCH O)?— HOOWNCi #I its i "O440 I ' of .i`2 rL^f\y/0,Q -TO f'A! t1J -r PIYWO,9 0 COI t T Im 5 f'.. TI w� r�bt L&OIZj ,Imp_ F0 'j t? "il 66;o4- cur }wiz. L, -TILE. ITO MP�-(-H ICI T'r<Ar-rore. -To INe`t`Ai 'ri~iil;�, t2OO l S viru Tr-0 oNit > 10 a 0 a FFvr a GC�fiPU�`ER m'" r M t .r 1 a . ,m ( , _ rags.. t S i { rt �. f... �,.,, C3 .<, *""' 1 N_ _ PG�^ti j f�*S< �.a` •�` 3. .- S � � ti , 1 " j .. awry e� 000 N ?L.4>106P}� 1iq)!t I .ti z z S _ &df i n y N 5 4 3 } h'.""iF"'�3' :re fi `"°a�.,.., rx° .,.ro'A�' a„w .-w fit., 6 - �•j i 41 4. a 2 5 k k x $g fi .. .. a.:..a.....-w... «. w.»....«�...:...xa,......,..,......,..�..e....... «.«.,........»......,.. _ G ..�.«.....:w »...a..:...w.,.«.«..»m�, ,,,....a.w.wxa.w...a..u.,... t! .- mwv'+'.e',';mXsxa uv-aw.�esa _r,.rn stt. «xa^bwx,<::atwwvx-««.mw.+r,.»xiu s f e i Warning: It is, a violation of the New •York State Education Law for any person, unless acting under the direction of a licensed professional engineer, to alter any item on these plans in any way. If altera- tions to these plans are made, the alterations shall be made in accordance with Article 145 - Subsection 7209 of the New York State Education Law. L_EHR A 3SO IATES CON5l. LTING ENGINI�EQS 130 WEST 30rx STREET. NEW YORK, NEW YORK 10001 (212) 947.8M IWO ISSUED FOR BLDG. DEPT. REVIEW 6/ 11 /92 No. Revision Date . By Proiect JWP INC. ROYAL EXECUTIVE PARK 2 BUILDING NO. '6 INTERNATIONAL DRIVE RYE BROOK, NEW YORK 10573 Drawirm Title, Project No. Date 3432 sr 11 /92 T H E Drawn By scale P H I L L I P S JANSON GROUP '.. f Architeas, P.C. �r moo.' 11 West 42nd Street New York, New York 10036 212 760'0800 FAX 212 768 1597 FkxX Drawing No. Pr2 ■ L �,__,, \ , I I/ " , '1L__._____,___ - �� iii�� I �,,,, ,�,/ I 1_� al i-I ` L" _ ------ 1, � I "I-1-111, '�, I I,­�, �� � / ,�_________11____ - - 'k, &,= , I I __1___'1_1 '' �, i� I— 11 ­ - 1y I �__, � - -_ ­­ If- - L", � ,,,, � kil 1 l't I � I I!, , I I I I 11 I I 1� , I " -4 4! , EF��l 15 1 ,t�,= , , �.�' N�t�:T I 1P . 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I (v- -,,- I , , 'IF, s0L,':+__-i5-_ 0� - ­1 1_1��_fflulr ,::::�O��, I I I , - - � 9� - . ""��__,_ ": . . . . . TYPICAL' . RISER DIAGRAM N.T.S. . I . . I I . . - F____ � � I . � � � , .. I ­ 1, I I ff EMWA 1�11IIIIIIIIIIIIIIIIIIIIIIIIIIII "I ­ ­1 - , - ­1 I I - 111.11111­1 , Z, ­­11 'r, j , ro 4b, 1, � _1 .--, I t 41, , I I - - - I I ­1 I t 11 I I "r, P 1�11­11_ ­­111 ,I L-i p � 1','� �, �,,' t ti 3"','-, 1J, H i ,0 it I q 1,,J,1r__1'1�'1___ I A i I , � i cl, I - . I 1, I !�,, 1, ,,, ; ,/A, 'q �k ��,_ I " ., - 111-14 , 1_1 = � il CM , I H '01' ,�. 1, ; 1, 11 'I R I 0 � '__', I 1! 11, .11 " , I., � \ Til , ISSUM FOR BWG. DEPT. RWM 6/5/92 '� 11 ,I - t, I , P"ic- ___­__i.1j I 11 No. Revision I 1 1111711____.1­_.___,_!,J � I Date I By - P1, , I -=-- , :11l �`, I I : 411 H i, � I - . 1 H , � � "' I 1� 1i !" . � Project �. I, ,,�i� �', 'll -, . 4, i �! � .�. _ � " i1i_r,,_W�1'1 JWP INC. . __H?__4�_,___,._._,_ r" . � I I, , I I fo I i� I I ,,, I . 1, M I ROYAL EXECUTIVE PARK 2 . I . . H tl � ., I Al � BUILDING NO. 6 � "', 1� I i i" �, , �1� , I INTERNATIONAL DRIVE � I , I ri I i, � I" jl1, �, I I I � . I .. I , 1 j` 11, ! ', I � RYE BROOK, NEW YORK 10573 1 � 'I , . 11 � I 1 '11 11 Drawing Title . I � & I I I, I NK v . . ,� '(� i PLUMBING FLOOR PLAN . I IR ,� , I Ill i � I . I , I 11 11 i I . . � I --------�'=--I-L---L-�--L--�,,'��",�,-,�",-"-,-�', �, . Date � I ,-, , 1H 1, . Project No. I I . � . , I I -----==_,=�� 'E-"22 !, - - __ r -"-'- ­' � 3=1_===Z�11= - " � -----,--"-'-- 1 1 3432 � 1� 6/5/92 - - THE - � - I 'N7___ I '! . I I I Drawn By Scale PHILLIPS 1 1/80 = 11-0" . . . I L � � - I I �.� I JANSON t, . � . I Wffninw it is a violation of the New York State I 'Z111- � I . I I—, _,_�11111 " '', I— I I Education Law for any person, unless acting under - , ", �,,,� -, �,,J 11 N, GROUP- I the direction of a licensed professional engineer, to � �,­,�,`�,�, �'111 . . JI I'll , "I J � . alter any item on these plans in any way, If altera- . 11 .1 1 �5 G. N, IV � tions to these plans are Made, the alterations shall �1�1 v_ I be made in accordance with Article 145 11 , ,4rchtects, P. C. I . - Subsection I _, � � ; 7209 of the New York state Education Law. , I . � , V I , ,, �;;_, �' � I i � - . � . � I .. z,,�t: 1 1 . I 11 I I " I � I L , 11, . " I I � , - 11 . � � I , � , , . , 11 �` , , . - , � I I I � I I \1 -) -, "'i, , , I I West 42nd Street I � ,e,\ � I � I . V " , , . % ,,, I ',�, , . " New York, New York 10036 1 ,,, I J" I I ", �, � 0. � !/ . � � I I 1� "I IQI- I , I I ,� . . I I I I "/ 2127680800 1 1 - �� I / . I �', " FAX 212 768 1597 . " I . � � I . � I Floor Dravving No. . , I . I � . . . I I . � W P ,3 � � � z , �, , I I . -1 t. I I LEHR ASSOCIATES, CONSULTING ENGINEEQS'- I I � � - -_ 1 130 WEST 30TH STREET, NEW YORK, NEW YORK IM01 (212) 947-WW I I � I 0 1 . . I . . � I I I . � I I I 11 . I I I I I'-, I I � I I I - - o+l s O 1. GENERAL A. ADHERE TO THE APPLICABLE CONDITIONS INDICATED IN THE ARCHITECTURAL SPECIFICATIONS. B. EXAMINE THE ARCHITECTURAL DRAWINGS AND THE DRAWINGS OF ALL OTHER TRADES AND FIELD VERIFY THE LOCATION OF ALL OTHER EQUIPMENT THAT AFFECTS THIS WORK. C. VISIT AND CAREFULLY EXAMINE THE EXISTING SPACE SO ,AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND; DIFFICULTIES. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. D. BASE ALL LABOR PRICING ON REGULAR TIME (NON -PREMIUM TIME). HOWEVER, ALL CONNECTION SCHEDULING MUST BE APPROVED BY THE CLIENT PRIOR TO INTERRUPTION OF ANY BUILDING'S SERVICES. SUBMIT ADDITIONAL COST FOR EVALUATION TO MAKE EACH NEW CONNECTION ON PREMIUM TIME. E. REMOVE EXISTING PLUMBING FIXTURES WHERE INDICATED ON PLUMBING AND/OR ARCHITECTURAL DRAWING. PLUG AND 'CAP ASSOCIATED PIPING BEHIND FINISHED SURFACES. LEAVE ALL PLUGGED ENDS OF DRAINS AND VENTS LESS THAN 2 FEET LONG TO AVOID DEAD ENDS. F. REPAIR OR REPLACE ALL DAMAGED PIPING AND FIXTURES DAMAGED AS A RESULT OF PERFORMING THE WORK OF THIS CONTRACT WITH MATERIALS MATCHING THE EXISTING. G. INSTALL ALL PLUMBING WORK IN STRICT ACCORDANCE WITH THE NEW YORK STATE CODE AND CONFORM TO THE REQUIREMENTS OF THE BUILDING STANDARDS, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. H. OBTAIN ALL THE NECESSARY PERMITS AND APPROVALS TO PROVIDE A COMPLETE JOB. TRANSMIT CERTIFICATES AND PERMITS :TO THE OWNER AT THE COMPLETION OF THE WORK. I. SUPPORT ALL PIPING FROM THE STRUCTURE. DO NOT HANG PIPE FROM ANY OTHER PIPING, DUCTS OR EQUIPMENT. 2. TESTING A. TEST ALL PLUMBING PIPING IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION. B. PERFORM TESTS ON ALL NEW WORK PRIOR TO CONCEALING SAME AND/OR THE INSTALLATION OF INSULATION. 3. CLEANING AT COMPLETION OF THE WORK AND BEFORE THE FINAL INSPECTION IS MADE, THOROUGHLY CLEAN ALL FIXTURES, APPARATUS, APPURTENANCES, PIPING, BRASS AND CHROME WORK AND LEAVE SAME FREE FROM ALL MARKS, SCRATCHES, STAINS, ETC. REMOVE ALL TOOLS, DEBRIS, ETC., FROM THE PREMISES. 4. SHOP DRAWINGS A. PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIALS, SUBMIT A LIST OF PROPOSED MANUFACTURERS FOR APPROVAL. SUBMIT FIVE (5) COPIES OF THE LIST. B. SUBMIT ONE (1) SEPIA AND TWO (2) PRINTS OF PIPING; SHOP DRAWINGS. C. PRIOR TO INSTALLING OR SUBMITTING FOR APPROVAL 4ANY PORTION OF THE WORK, COORDINATE WORK WITH ALL OTHER TRADES. AFFIX INDICATION OF THIS COORDINATION TO'EACH SHOP DRAWING SUBMITTED FOR APPROVAL. 5. RECORD DRAWINGS SUPPLY REPRODUCIBLE RECORD DRAWINGS INDICATING AN ACCURATE AND COMPLETE RECORD OF THE WORK AS INSTALLED. 6. CLEANOUTS PROVIDE CLEANOUT AT ALL CHANGES IN DIRECTION OF HORIZONTAL SANITARY PIPING. ALL CLEANOUT PLUGS TO BE BRASS AND LUBRICATED WITH GRAPHITE BEFORE INSTALLING. 7. PIPE AND FITTINGS A. CONFORM TO THE LATEST ASTM AND/OR FS STANDARDS. B. SOIL AND WASTE PIPING: NO -HUB STANDARD WEIGHT CAST IRON SOIL PIPE AND FITTINGS WITH CISPI STAINLESS STEEL CLAMPS OR GALVANIZED STEEL SCREW PIPE WITH GALVANIZED CAST IRON RECESSED DRAINAGE FITTING ABOVE GROUND TO MATCH EXISTING BUILDING STANDARD MATERIALS. C. VENT PIPING: GALVANIZED STEEL PIPE, SCHEDULE 40 WITH MALLEABLE IRON STEAM PATTERN FITTINGS OR NO -HUB. D. DOMESTIC COLD AND HOT WATER PIPING. TYPE "L"' COPPER TUBING WITH WROUGHT COPPER OR CAST BRASS FITTINGS AND 95/5 SOLDERED JOINTS. E. GAS PIPING: BLACK STEEL PIPE, SCHEDULE 40, SEAMLESS IN ACCORDANCE WITH ASTM A-120 WITH THREADED PLAIN MALLEABLE IRON STEAM PATTERN FITTINGS. F. EXPOSER WATER PIPING AT FIXTURES: CHROME PLATED RED BRASS, EXCEPT SUPPLY RISERS MAY BE CHROME PLATED FLEXIBLE COPPER 8. VALVES A CONTROL/SHUT OFF VALVES AND BALANCING VALVES: BRONZE BODY, UNION/THREADED END BALL VALVE, 600 WOG, APOLLO 70-300 SERIES. i B. CHECK VALVES: 2 1/2" AND SMALLER, SOLDER ENDS, STPCKHAM FIG. #B-309. C. PRESSURE REDUCING VALVES: JRG/USE FIG. 1130, PROVIDE ON ALL CONNECTIONS WHERE PRESSURE EXCEEDS 80 PSIG. 9. CROSS CONTAMINATION PROTECTION A. PROVIDE A WATTS MODEL #7C DOUBLE CHECK VALVE BACK`,'LOW PREVENTER ON HOT AND COLD WATER SUPPLIES TO EQUIPMENT SUCH AS COFFEE MAKERS., ICE MAKERS, DISHWASHERS AND ALL OTHER SIMILAR FOOD SERVICE EQUIPMENT. B PROVIDE A DOUBLE CHECK VALVE ASSEMBLY ON EACH HOT OR COLD WATER SUPPLY TO HVAC EQUIPMENT WHERE AN AIR BREAK IS ATTAINED, BUT IS LESS THAN TWO TIMES THE PIPE DIAMETER, AND ON ALL COOLING TOWERS REGARDLESS OF AIR -`BREAK DIMENSION. WATT MODEL 7 T 7 W S# 09 SQ OR 00 QT. /STRAINER. C. PROVIDE AN RPZ DEVICE ON ALL WATER MAKE UP CONNECTIONS TO MECHANICAL EQUIPMENT WHERE AN AIRGAP IS NOT ATTAINED. WATTS MODEL #009 QT WITH STRAINER 10. WATER HAMMER ARRESTORS A. INSTALL ORB S SHOCK AB WATER C ABSORBERS ON TE PIPING IMMEDIATELY ; ADJACENT TO ALL EQUIPMENT WITH QUICK -CLOSING SHUT-OFF n' VALVES AND ON. COLD WATER HEADER FEEDING PLUSH VALVE WATER CLOSETS SIMILAR OR EQUAL TO JOSAM SERIES 1485. 11_. HOSE BI BBS A PROVIDE CHROME PLATED BRASS WITH VB, SIMILAR TO SPEAKMAN NO. S-5911. _ : 12. CUTTING AND PATCHING A. DO NOT DISTURB ANY EXISTING STRUCTURE, PIPING, APPARATUS, OR OTHER WORK. WHERE CUTTING, DRILLING, OR REMOVALS ARE REQUIRED IN EXISTING WALL, FLOOR OR ROOF CONSTRUCTION. PERFORM THE WORK IN A MANNER THAT WILL SAFEGUARD AND NOT ENDANGER THE STRUCTURE. PRIOR TO ANY CUTTING, DRILLING OR REMOVALS, INVESTIGATE BOTH SIDES OF THE SURFACE INVOLVED AND DETERMINE THE EXACT LOCATION OF ADJACENT STRUCTURAL MEMBERS BY VISUAL EXAMINATION. ALL CUTTING AND PATCHING MUST BE COORDINATED BY THE GENERAL CONTRACTOR. REFER TO GENERAL CONSTRUCTION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. B. EMPLOY MAXIMUM USE OF CORE DRILLING FOR PENETRATIONS THROUGH THE EXISTING STRUCTURE. DO NOT JACK HAMMER OR USE ANY OTHER CHOPPING METHODS EXCEPT WHERE AND WHEN SPECIFICALLY APPROVED BY THE ARCHITECT. 13. INSULATION A. EXCEPT WHERE OTHERWISE INDICATED, COVER ALL HOT AND COLD WATER PIPING AND ALL DRINKING FOUNTAIN WASTE WITH 1/2" OWENS-CORNING FIBERGLASS LOW PRESSURE PIPE INSULATION 7 1/4 POUNDS PER CUBIC FOOT DENSITY WITH A MAXIMUM K FACTOR OF 0.24 AT 75F. PROVIDE INSULATION WITH A FACTORY APPLIED ALL PURPOSE FIBERGLASS REINFORCED KRAFT PAPER AND FOIL FIRE TREATED JACKET WITH SEAL STRIP FIRE TREATMENT FOR A COMPOSITE TO BE MAXIMUM 25 FLAME SPREAD AND 54 SMOKE DEVELOPED. JACKET TO BE VAPOR -PROOF, B. FITTING AND VALVE INSULATION: SAME THICKNESS AND DENSITY AS ADJACENT PIPES AND COVERED WITH A GLASS JACKET OR APPROVED EQUAL. C. SEAL ALL ENDS OF INSULATION WITH BENJAMIN FOSTER BF 30-35 SEALANT. D. PROVIDE RIGID HIGH TEMPERATURE HYDROUS CALCIUM SILICATE INSULATION 12 LBS PER CUBIC FOOT ON ALL HOT AND COLD WATER PIPES PASSING THROUGH FIRE PROOF WALLS OR FLOORS. 14. ELECTRIC DOMESTIC HOT WATER HEAT MAINTENANCE SYSTEM A. PROVIDE RAYCHEM (HWAT) ON HW PIPING WHERE INDICATED. SYSTEM TO BE HWAT-D FOR 120°F SYSTEMS AND HWAT-F FOR 140°F SYSTEM. ALL HOT PIPES TO BE STRAIGHT TRACED TO WITHIN 20 FEET OF EACH HOT WATER SUPPLIED FIXTURE. HWAT-D TO BE 0.016 AMP/FT. HWAT -F TO BE 0.016 AMP/FT. B. SELF REGULATING, UL LISTED, 208V, ELECTRIC HEATER STRIP PARALLEL CIRCUIT CONSTRUCTION CAPABLE OF MAINTAINING THE INDICATED TEMPERATURE WITHIN 4°F. (120°F) FOR GENERAL DISTRIBUTION. 140°F FOR KITCHEN DISTRIBUTION. C. SUB -CONTRACT THE ELECTRICAL CONTRACTOR TO PROVIDE ALL REQUIRED POWER PANELS AND GROUND LEAKAGE CIRCUIT BREAKERS, CONDUIT, POWER WIRING AND JUNCTION BOXES AND CONTROLS REQUIRED TO OPERATE THE HEATER. D. PIPE INSULATION ON THIS PIPING BELOW 1-1/2" PIPE SIZE TO BE 1-1/2" THICK. PIPE INSULATION ON THIS PIPING 1-1/2" AND LARGER TO BE 2"THICK. i 15. SLEEVES A. PROVIDE SLEEVE FOR ALL PIPING PENETRATIONS THROUGH WALLS AND POURED FLOORS. B. SLEEVES TO HAVE AN INTERNAL DIAMETER 1" LARGER THAN THE OUTSIDE DIAMETER OF THE PIPE, INCLUDING COVERING, UNLESS OTHERWISE NOTED HEREIN. C. CARRY INSULATION THROUGH PIPE SLEEVES. D. INSTALL CAULKING BETWEEN -"rPES AND PIPE SLEEVES AS FOLLOWS: 1. FLOORS: OAKUM HEMP OR LEAD OR AS SPECIFIED FOR FIRE RATFD SHAFT WALLS BELOW. 2. WATERPROOF WALLS: PERMANENT PLASTIC WATERPROOF CAULKING COMPOUND, OR FIBERGLASS TO WITHIN 1/2" OF SURFACE AND FINISH WITH CAULKING COMPOUND. 3. FIRE RATED SHAFT WALLS: MINERAL WOOL SEALED WITH JOHNS-MANVILLE "DUXSEAL". INSTALL ESCUTCHEON WITH SET SCREW ON BOTH SIDES OF THE WALL. 16. HANGERS, ANCHORS, INSERTS A. PROVIDE SUBSTANTIAL SUPPORT AND FASTENING FOR ALL EQUIPMENT AND APPARATUS. STRAP IRON OR PERFORATED STRAPS ARE NOT ACCEPTABLE. ATTACH TO BUILDING STRUCTURE WITH BEAM CLAMPS, SHOT OR POURED INSERTS OR PHILLIPS OR OTHER 3/4" EXPANSION BOLTS AND SHIELDS. B. PIPING TO BE SUPPORTED BY INDIVIDUAL CLEVTS TYPE HANGERS OR ON TRAPEZE HANGERS AT THE FOLLOWING INTERVALS: 1. CAST IRON PIPE EVERY 5'-0" AND ON BOTH SIDES OF JOINTS. 2. 1-1/2" AND LARGER STEEL AND COPPER AT 10'-0" INTERVALS. 3. 1-1/4" AND SMALLER STEEL AND COPPER AT 6'-0" INTERVALS. 4. PROVIDE SEPARATE SUPPORT ON BRANCH PIPING 5 FEET AND LONGER. 5. DO NOT SUPPORT PIPING FROM OTHER PIPING. 6. SUPPORT VERTICAL LINES ADEQUATELY AT THEIR BASES BY A SUITABLE HANGER PLACED IN THE HORIZONTAL LINE NEAR THE RISER AND AT EACH STORY. 7. PROTECT INSULATED PIPES BY A SHEET STEEL SHIELD AND PROVIDE A RIGID HYDROUS CALCIUM SILICATE PIPE INSULATION INSERT AT HANGER. 17. ELECTRIC WATER HEATER A. PROVIDE UNDERWRITERS' APPROVED AUTOMATIC COMMERCIAL ELECTRIC STORAGE TYPE WITH 125 PSI WWP "GLASS" LINED TANK, JACKETED INSULATION, MAGNESIUM ANODE, DIELECTRIC ISOLATORS, T & P RELIEF VALVE, AND MEDIUM WATT DENSITY IMMERSED HEATING ELEMENTS 480 VOLTS, THREE PHASE. SET OUTLET TEMPERATURE AT 135"F. B. HEATER TO BE RHEEM MODEL EG 12-50-G OR APPROVED EQUAL. 18. CONNECTIONS TO EXISTING WORK A. PLAN INSTALLATION OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO INSURE MINIMUM INTERFERENCE WITH REGULAR OPERATIONS OF EXISTING FACILITIES. SUBMIT TO THE OWNER FOR- APPROVAL DATE SCHEDULE OF NECESSARY TEMPORARY SHUT -DOWN OF EXISTING SERVICES. ALL SHUT -DOWNS MUST BE MADE AT SUCH TIME AS WILL NOT INTERFERE WITH REGULAR OPERATION OF EXISTING FACILITIES AND ONLY AFTER WRITTEN APPROVAL OF THE BUILDING'S MANAGEMENT. B. CONNECT NEW WORK TO EXISTING WORK IN NEAT AND APPROVED MANNER; RESTORE EXISTING WORK DISTURBED TO ORIGINAL CONDITION.. I C. CHECK AND REPAIR OR REPLACE IF REQUIRED, EXISTING VALVES REQUIRED TO BE CLOSED FOR CONNECTION OF NEW WORK. D. PROVIDE CAPPED AND PLUGGED OUTLETS ON ALL NEW CONNECTIONS TO EXISTING WORK. ARRANGE FOR EASY EXTENSION TO FUTURE TENANTS. 19. PLUMBING FIXTURES AND TRIM A. PROVIDE ALL PLUMBING FIXTURES COMPLETE WITH ALL SUPPLY FITTINGS, TRAPS, VALVES, CARRIERS AND APPURTENANCES NECESSARY FOR OPERATION. SEE ARCHITECTURAL PLANS FOR FIXTURE SPECIFICATIONS NOT CONTAINED HEREIN. B. IF NOT SPECIFIED WITH FIXTURE, PROVIDE CHROME PLATED SUPPLIES THROUGH WALL, WHEEL HANDLE STOPS AND FLEXIBLE SUPPLY RISERS, TAIL PIECES, CAST BRASS P-TRAPS, WASTE TO WALL AND ESCUTCHEONS AS REQUIRED FOR A COMPLETE INSTALLATION. ALL CHROME PLATED. C. ALL FIXTURES TO BE IN COMPLIANCE WITH LOCAL MUNICIPAL AND STATE HANDICAP REQUIREMENT'S IN GENERAL ANSI A 117.1 IS TO BE FOLLOWED. COORDINATE REQUIRED CLEARANCES BEFORE INSTALLATION. PROVIDE INSULATION ON ALL TRAPS AND HOT WATER SUPPLIES WHERE REQUIRED. D. WHERE APPLICABLE, SEAL ALL FIXTURES TO WALLS AND FLOORS USING G.E. SILICONE SEALANT. MATCH SEALANT COLOR TO FIXTURE COLOR. E. CLEAN FIXTURES, TRIM AND STRAINERS USING MANUFACTURER'S RECOMMENDED CLEANING METHODS AND MATERIALS. F. PROVIDE AN ACCESSIBLY LOCATED STOP VALVE ON EACH WATER CONNECTION TO EACH FIXTURE WHETHER FIXTURE IS FURNISHED BY THIS CONTRACTOR OR NOT. 20. ACCESS DOORS A. PREPARE A LIST OF ALL ACCESS DOORS REQUIRED FOR OPERATION AND MAINTENANCE OF CONCEALED EQUIPMENT, VALVES, CONTROLS, AND OTHER SIMILAR DEVICES. THE GENERAL CONTRACTOR WILL FURNISH AND INSTALL SAME. ACCESS DOORS TO BE OF AMPLE SIZE AND MINIMUM OF 12" X 12". B. IN ADVANCE OF CEILING INSTALLATIONS, SUITABLY FIELD TAG AND IDENTIFY ALL CONCEALED EQUIPMENT, VALVES, DAMPERS, ETC., WHICH REQUIRE ACCESS DOOR PROVISIONS. 21. INDIRECT WASTE PIPING PROVIDE ALL INDIRECT WASTE PIPING EXCEPT THAT FROM HVAC EQUIPMENT. INDIRECT WASTE PIPING MATERIAL TO BE COPPER TUBING OR GALVANIZED STEEL, CHROME PLATED WHEN EXPOSED, AND TO BE ARRANGED TO CAUSE AS LITTLE CONGESTION BELOW EQUIPMENT AND IN CABINET AS POSSIBLE. TERMINATE INDIRECT WASTE PIPING 1 INCH ABOVE FLOOR DRAIN OR FLOOR SINK. CUT END OF INDIRECT PIPE ON 45° ANGLE. PLUMBING LEGENU s wx. rev. N S. (OR) W. SANITARY / WASTE WING ....: ,.---w.-w.®,..®------ V. VEW PIPING C.W. COLD WATER PING -/'- N.W. HOT WATER PIPS ( T) EXIST EXISTING PIPING N.C. NEW CONNECTION �www"wuwww,r"w"wrw� C.V. CONTROL j SH t-OFF VALVE "wll�ww�iww�i�w,w,"w CH.V. CHECK VALVE Warning: It is a violation of the New York State Education Law for any person, unless acting under the direction of a licensed professional engineer, to alter any item on these plans in any way. if altera- tions to these plans are made, the alterations shall be made in accordance with Article 145 - Subsection 7209 of the New York State Education Law. R No. Revision Date By Pry wP INC. i ROYAL EXECUTIVE PARK 2 BUILDING NO. 6 NATI IN1�ER NA C3 L DRIVE ` K ' W ._ ..; RYE BROOK, NEW YORK 10573 Drawing Title PLUMBING SPECIFICATION Protect No. Date 3432 6/5/92 T H E Drawn By Scale P H I L L I P S JANSO ► GROUP A' f Q rs x 2* ry Architects, P. C. W '%NSA 11 West42nd Street e '0. ® " ROy_ ����� New York, New York 10036 212 768 0800 FAX 212 768 1597 Floor Drawing No. P4 130 WEST 3OTx STREET. NEW YORK. NEW YORK 10001 (M) 947.805Q _ t i -f"; gwi -------- -------- �-u -01 "F, A 2.. 011-M 9 flOk THF- u u m S fk 15 40 C-.V, ""*74 5 7- AND SHE 5T-,S7- 5a WHO ?P.jOPF-KT**f -ri-i EF !�, L4 FZ\/ e..-Vr*JPLCF-TSr.,p "A%f lclf,,,5 AND 7-HA,-T THI-5 �-MmsaW wAo5 aoMF)L,'57F-D 41 ao 0 c:. 7 tWPOIFICAT16N -2ndACCESSPOINT KIN6STREE i A�jl AA W R, A g , g , �a FM 1i coo ,r A p 4 ' ► jkA o �ti 1 ,Alf ne p t L \ .� \\ _ 1 P 1 ►�' ti 1 i I+ !.a i (r .xl,° t�!� �. ?/� Zo'! ��i 2.o.j �; m Vol 1 �� .,Fcu*r'VE pY PARK 2 r+ � 4 i y�P f4 G 0 I � . 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I . I - ,..... ; i . / . . . � . � I � . I . YARD DRAIN To be used In locations where To be from too I I . 4 1 1. . . I . I � I I . ist Ing ground slop*$ In ground 40POS Gera I . � � . : . I � . � I . 1. NOT--: Where curb is in Place, provide a the og the too of the . too of "is embankment. I I I �. � . ; ) C� I . . ? . I � . I--,. ) I I . . in the curb or use a 11 toward I .� � ,- . � __ I j ft-) . I . I . � � I . P . I 4 " embankment I �_ . �, . I . I L. �, IAr:7K 0 'r . I . 01) / � ; \ I i " I . I . I * . . I I - � . I . . � .1 . . � . ,' . 0 . I � sandbag dam to force water over the curb Ilym "Ott . . Tylve SIA". .� . .� . . I � . r * - I ,I �, 00 I I I I � to the trap. - " I . 1-W)-'*A vr,, I . ... / I \ � � . .1 � . .1 - I . . - . - - I . . .. . . � 00 , I- 0 11 I . . . . _� I . - . I I r, . * I � . . . / / ! i I . � . � . - I . I 11 , I - . ., . 1'� - I . . � I .. _. I . 11 It � . I . . I : � � I . . '.1 I 1 0 4 � I e . I . . . - . I � � . ! Construct 1, I .� . . ; - A .. - ­­­ ­­ . I I . . I I I I . � # , .. .- I . I . I I � 1. . . I . � � . - . .1 � - . ion mcifications � . I . � � # - . I fyfn�_, If . V I � . I I 1� / . . I � � . � � I � . 11 I . I I I � � I I ..�, � I . I I . � . I I . . I N - . I . I , Sediment shall be removed and trap restored to its original dimensions when ., � flow - . ; 0 .. � I . �, I . � . . . . � I I , I - . � J I . . . � , : f I I 0 k I I / I � / . . . I . . � i , - lated to 1/2 the design depth of the trap- Removed � . .. � I - I __ '. . " . . . k I � C04� . 1, r I . . . . � I _. . � I . . .. -W - . Z � the ea and in such a manner that - ; , � � . � . I .� ,K) A I .� � / I / - I r I . I . . . I � I sediment Ahall be deposited in a suitable ar 4, Vert (to I face � ' � . I . I . � L I \ - ii .. . I I I . 4 . . .. . .. I . A �, � � � I . - �.. � I .. � . . - . - . A it will not erode. I and repairs made as needed. % 1: � - EMBEDDING DETAIL �� . I I I Ch I - , L . I . .., . .1 L I 'I-------- . . . The structure s , J i I I � I I I . - � � . I � I I / I I - I I , I I " . . I L . I . I . . . - . . . . - � / � - L � I I . . I I . . 1 2. ­&rriod out in such a manner that erosion �� . � . . .. ,� . . . I \ % I / I I I . . I L . . .1 . . I . I I - . .- I . rations shall be r " � . . � . . I I L � - � L I i . I *.-e . % / I I tt _t I V . � . � , � I 1� I . - . , I . .. I I � . L Angle f rit %take toward . I 1� I L I , � I . I I t) F_ L I . , f, I � . I I . . 1. I � I - The sediment trap shall be removed and area stabilized when the remaining � \: � - pr*V400*11y laid but* . A : I I �, . � I , % \ t L P I % � . I I . -- . I 1� - I I __1 � I I � I I .. ��. .. . I L � . 4. � - I I -- . - T. : : I' X I , I . . C, . � ­,_ , . . � � . I � a y . " 0 \ . \ f , -W . . I . . . I - I . . I �, I � Wire or nylon. bound k . .1 I � . I . Cow vd -. � � \ \ % I I I N 1\ �' A \ - / / .1 , I 0. t,L F-�E . I . . L I I \.**. . . . I . . I I . ; . I � < .- :� � - . 5, All jcUt and fill slopes shall .. I flow - - i bat#$ placed a" the - . . , , o - .. \ I 6 ... N I __ .. . . F O'� - 4RY" 2 � . � . - ' . . . Contour I - I . -Drainace area less than 5 acres. . � ; - . \ \ I * 1\ I / � . , \ / / 1� I . . I . I I � � . � L I . - . i I . a � . L � 0 -� \ . I � - - .. - . ­­ - - � I J . . . L �� % %, \ I . .\ \ 0 I P - - � . I '. 11. 11. I I . � I I . . . . L I . I .. I - 7 * .4kl.e V . ; J I . . � I 0 . . .. It . 0,4 .- \ \ - / 0 - , . . I . I I - I L. L I , . J . . . . . . I.. � to I 10 .� \ % - I I . . � Ift*-.41 __�. I .1 L � � . . � A rs 40 � , 11 " . . . / 0 . . N , � t I I I I . . \ __ , . � I L I . # . � . � I � . . I I . � - I I . I I f - , I .r � .. . re-bors,sl*e pickets. or ­ ,;-., lr , .. L . _____1 - I I -, , e_1 11`� io � I I / -- � N. .1e 11" � .. I � � . .. # . . � A . . I . . - . . - � . ­1 . . � � . . . . --- - . . P .;:* e 31 3* stokes 11 Ve to e ,. . ­1 � . - . I . .. \ \ . I � .e . . �:, I . . .� - � . - I I ,.,4)X . . I I . I I I . -1 I . � - 11 . I � I , k % " I '�_ / . . I . . I L . I I I . . . ; - " in ground, . . -, .. - - I � \ \_ / � � � . -1 . - I . . � . I I . ! � ., . 1-11 I . . I I . ( , - �. - I � 11. . . . . . . I . � I � �1, . . . � . I . %.. % ,1 I I � 11 . I . � .; �, . I . - I I - . I . � . , � . I . � I . I ; � - . I I . . I � I . - I ­ . I I I % %*" ' � � I . . I � \ I 111 \ L . 130 I . , I I I � . I . . 4, ., . - . I I - . . I ­ I . . � I . � ANCHORING DIET f W 6 � � , . � . L L � . . . I . . . L - \ .1 . I-- I . _N � I . - - 11 . I I I I 1. I I . � I . � L I .1 I - -I--- I . . . . - - -11 I . . I I I I - . . I . . I I I . 0 1 1 1 ; 0?0 1:� , I L - A - - - - I I . I I . . . w I . '' 1. SpECJFfdATtONS � . . � 1, , . A I � . � I- -1 - - ___ - � � I I I I (VI � . I I I __ I \ . �, N I . I � I � � . I . . . I Ar , 1. I I . ..- I I I I � , � I .1 . .1. � ., - I . I L �. � - L � : - - . CTION '! . I � 1-4 - -_ .. . - � .. � . i I I I �. � * . . . . I \ I I , I . . I . � �0 . I :� � � L I I . . . . I � � I � I � I . . . - I I I . . .. "I. I � Id WIDE X 127 DEEP I : . . I .I. 1. S les shatl be placed In a raw with ends tjifildly *butting I" 10. - I I I I It4l f � I . - - . � - - I . - . I . . I . . . - L . � � L' . 11, - � � t � a . . � - � ­ 1L i L I . . I � � I . . I . I - . ", I adjacent b0i0s. . . - \ I � � I - I - � L 11 . . . . I I . . . � . . . �, - � r, I . . I _� '� 4 . ch bola shall be a .4 I . \ I I i . - . L � .1 I . I . L . . I - I (No. I STONE) I . Z. Ed mbedded in the _11 a -in. of 4 . . I � . " I I . � I . � � � -110" . I . . \ I \ \ I . 1. N � __ L - I - I . .. , 1. I I . .- I I--,' "STORM INLET � . ,cutely ant red In place by stokes Of fs . . A � N . A � \ 11 1. I � 11 . - . L . +. I I . I . ­� i 3 value shall 0 bale shall be .4 1 . I I kgAr - � I 11� I � I I "T \ 1i . \ \ - I I -1 . i I I "- - -,fw- - � . . I .. - . � . I . I I I I .1. . ,SEDIMENT TRAP i d,f,,*" through the bales� r,e first stake In each 1. . I .1 . I � , .eiof I.i I . .N I I toward JW4vIQ bo I" together. �� - / I _� � � . 0 , \ . I \ I '��\ L \ i allp�_ I . . fr �,_ 1?11 , I . .� . 11, I � . '(TYPE C I I on9l Kisly laid to force � I I NORTH I - I * . I ,X�J� tAr. . . . I I I ,:, . . . L . . . I all be frequent a .""ft or roplo"In.t."t sholl' be � I � I M . I . I . ­ I . I . . I - . . . 4, In$ ctfon tly as need . . - . . . . $I � . \ I L ,�,�'\ � I \ *_1 �_ , I P L'�?,-f 641 I � L � . . . L . k made Prom -' I C�A I I \ - I � I - . . � 0,0d ,when they have served their usefulness I-L 1- � � � , . I = 50, , X \ I I - \ k . � ,09-1?,07 Al e'l�_ It 'r . - I I . I I . � . . � . . . , z 5 Sales 04114bo Tom storm flow or drainage. I � ,,� . . \ \ , --N I � I I k W I . I .- � . ­ - .- . . " I . . - I . .. I . .� I . . I � L :. . . I . CATCH BASIN I ,,.A , to as to block I .9r 'Mpede . . . . � . . I I . . . . � � -1 . .> 11 I . 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I � . i,,-FUTURE CURB LINE ­11� I ,- -:::'-, 11_� , , . I I I . , �; . -7 - , . . , . I . 111_� . I 7 . . 1. . 10� . 11 , I \ 11 . __ L � L, Nrlol � � I - - + L I I -.1 � . J . . . AN, ,�, � - , \ � * � I � � ; - 11, le� I I / I . � � \ , . -, - 1. - L . .. I I . � I I �. - . � . . . . r, 1. I - I - I Q � . - - . I I � , N A It I I I . I + , . . . . . I ,� I r . I 1. . " i I .. , , . . d-� - % I I IUD , . �, .� . .t I . 11 I � � . I . I . - .1 I + .� �%. . .� I I . L k- . ., . . . I ' � . . I "It \ \L \ % / I % L I . � � - � . - � �. . - . . I L ; L . - I - . + I . . . . I L . : A I U.- i -, � . � - __ , " -_ . \ X I � L I � I I V � , I , . %1. . - . . . . . �. . I - . . . + I . . I 11, tNTERCEPTOR SWALE (STONE) J, ,4 � +1 �_ � L I / \ " 11 �b � . . . � . L . I . . - I � - I \ \ f . I + . 7­­ � . \ EROSION . � � . .00' \ \ � N\ � / X \ ue, *� IV ., .,,�Xol, I& � I I . I I __ 41 0�g�o I . L . � I . , L '­ ­ ­ - ­ - I . . . -, I . I . - - I . I V \ \ "%-. _.�_ � � �-P__4 L � . � .. I I . r 101 if . I . � . � .: - �r NOTES - \11 I I / / . I I I � " , . - � � . I �, + . 11 � . t - I �.. _12� 1 1 000, \ I \ . . t -_ I I . . . . ,_ .-Ir-- Alai 1) , . - I . -Tyfff.' -,,V - - - �-V.�' I - L � . . I \ I 0010 . � t-,-\ a \- 11%1",� % -�_ - 1� i 11-1 \ . - I .1 L - . i , .. - f . � .�,�.. .- --,%F 11 - �;l * I � I � .4 \ " I �_ - . . . 11- I . -1 . 1 09..%JVT - . . . - . . + . ) * L .� � . . . I N ­ . �, ' and 1 40,00000 I% \ \ \IV It __� , I . r . N \ . � . . .. - I " * -- - � 6F t4, Z., I - . . I �_ - I . I 1. All control measures for erosion and sedilgentotion to I 0 . I - 11 . I . . 4 - % 411110111111, I I - - - - \ \ . � I I I � �, r4AR �? . � . � . . I � I 7 I I \ 'VONJr - L \ � *4 � / . - *% . . f I \ . � � . -A �, I � k .. � I � � i. 1, . . I - ., . 11 I I � . . � . s . - � . \ .� \ I + I I 't � I 10 ; I 11 I . - ( . - . I I . . t . - � _­ - I I - 1 -1-4.. 1 - L * , ! � \ . I is I* . I - . .1 *1 . I Or .11 - � - .. - -0 01 - . - . *4 1 . . 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I . . . . ''� I I � 1­1 . - t � � I I - . �: 0.7- � 1%. � I . Iff , , __7 I - . I - - --a I I . I . . L, . . I . . I . I . I � . . . . . )f �#L I . 1 J9, 1 S . -- - � x4es 4 0: 9 a �__ - + � .. - . . I . 7� 1 . I A-L'F, P6fZ" , . r . I *�_ \ - - _­�- �--:.,�-��­-_ - _-��_- �-_ . � , I I - - : . .. . . . I I . . . L "It, . . I u silt . :. � \ I I L I - . . - � . I 11 � �, � ______ - � I IV - L' .* ' - - _W_ - - I . I . . Ic . - , � Ht4,-0 �� I - � I I I �\\ I - J , , I _N_ % %� I . - -- :. __ .. ­� - -- .. ---AOL .1 . - I I . I � . . . � . �. I I / I I 10� . . :_�_ - �w_ � .;--- - � - j/0 � . - I I . I . ­ I 1�0 from the instAll ti*n. . ... . . I \ I /. %, . W . � . . ! . . . .. I . , . ... ;I-4 - k k-.. 000ow- Z - - - . . � . � . I � I I . *P . -11, ; � . I . � � ----. --, .�_�_, - - - - � . , I � L� Il' ( J_*J r r..,7 AN ) - - - , I * , .. .11%.,�� , . I I 10 :::X . I . - . . L I 1 74- 1 N1 . � I , . *,?% - -i- -;-A. _� . -,,. - -..e- - -_ . , - ,,, I . . . . - . .. - . . L ,. . . � . : -1 . ; . , . I I 1. 000 I I I ll , J - f 'L,* f : 46*4. -.511 . � __,�,,- :;,-- �,.-- I I .1 : .� �__Z - - � . . . . � . , . f. . .. I . � . � . cutaway to show straw -1 lo. on . �i . I � , - e ..- I _� I , � - . I . . . '. - . - - . I * % . the culvert installation. - , � IT .3 . 00 , - . - � I I I . � i . . I L I iop .. lz�_�_�. , I . , . I . : . . � . I . � I - .. . . : , ,'of 1. I . � \ L � . . Zi - I 1: I P� , . .2/ , . 1___1 - _. � _. - I �. I . ; : N., ' � I . I � . I . . I . Y '. I � , I I A - - � .. , � I '. I . I � L'. I . .. I � . I . i , crushed at ' ml i i I I I � .- - - �.. ;. �_. . . i , I C. Remo / I 11i I -1 I � - � - � . 1. 00 . A - I I'. . � a. - . ." - 1+ 4 ,to .... �." I .� � I � -- . . . . L \. I . I . I no ------ . � a � 1, I , . � .... . L . ; oo � 1 4 . __.;� . %VA9r_ . I � . I I I . � 7- / � yn, , - � . L. � � i . . I I - .- / ac, , . . I I .. . . � . I . . . . . 1, .1 . I * 1� - . 4Z *1 1. I I . I I . 1% a, - , _�r - � - � . , I . I _L . . . .,� � � � I I .1 � I I . .- , `41� .1 . ,' 6. The builder must submit 6 s*parate erosion control . . I I . L - I I . � _­\ . I I I 1b I I L I t I / - /I � �_ %*� �_- t - - . .., . ­- I . I � . /1' . . t ZZ"ATION I \� � a e w a , . I I I � . I � . . I - -7-- __ - . � I � P�eo *_ - I �. I .. . . .. ___.- x . - .. ­___, . - I I L SO" =�� 1� I � - . 4 � . m I � - . I _� _� '*# I t 4- Atr� I � � I . �. �,. -'r- ,� . I - I I I � . . I .1 I f e . " . , i,. +. % . . - � -� I T%� ,- \ . �, - : `4v, I . . �. . I , I �/ . . Ali 1-1 I . , VW I . . , -<L . � . I . I _Iciv,� I I � . - q . ". . - I I . . . . . I I.. _� min. . � I I * d s/ , I 'W L I I . � __ I - I # . �. 4-7-rf-rr" .. L . 4- I W - - I - .1 � I L � !�p 'r f li- 7. Insta - - � L I - � ____� r, - . . - I I + . I � -.-I �- 15�vrno I 0 I-, e�� I -NK - I - . . .1 I I'll 000 L. .1. : 0ATt64" I �' . :_- I I 1 49 . �. .1 - , o S - � I L% . `,�- I . . . ��� . . L �­ . � I � I- I . . 11 I . .. . ­ I L I �, I 11, , . . I .1 . - . I . � I I � . . 1% . �..n.?��,�gt ..-.---. 6" min. . I L I . A04 I 07 * _ I \ , - . _J"_�-�_ - � � . . . . . � � L � I % . . I . I I - . . . --,---------- .T . r . i .1 r- '. \ U I 1� 1. +.. - N% �7- %, ." . . . -1 . , . 4 .­ . . . . L ., ..� .: � I- , I I` - --. - - -I... I . I ; . , I . - . 157 V L1 , I , - r. -1h- � :, I - .. . . . � ."% . 1.,.J.. I � , r5 Pi M e KIT I 9 . . ,� \ . I % . � %J I , k I -- wk, \ _1;:::�r_ � " I I 1� � Alw,:: I . - . � I . . L ,_ I . � I . I .1 , . i silta"4n traps to .be inscalied . + .� I � 1. � . . �_ . I .. � 4 � I 4 N�l \ J � V - -1 . - I - I.. loe 1, -00 -1 I , -, . - , .: - :, �' 1. * , .� I . . 11 �. .. .. . I 11 . - - -,: - - - ;--.L- _t.� - -:,CSj�,�%--�,�-\-\,- ! + : fyrf�it 41::�; 1 1 , . I ' �!r I .1 � � - I . : � I . ­ I , .1 ­ . , I . 1� - . L � . � I I .) - �. :*. . 1, . L . I �. . dur _­ 4 . �1 _ � - N\ \ - � I , I ­ , ---I- . .11 L .11 %10 04 % . I .-��t . 1. . - - I . I " v -, - � . . , I / Extend core into earth embankment L " . I I I % , . 1. . . - . Standard . ; , � , -.1 . . . I I k - I . . . ' � -1 � .. - - 1. I I I . I I . . �oo I . - I I .. � . Bales are ancnored as per � ( _77be L I . . : � . . 1\ , T 1i / , . / I , . '\W I I - . . 11 � - � Ifol VO-0 � . . . . . \ . . ___. __V�, I . . 4, ;, *1 . 14�t 9 .1 I - I __ � 11 , -1 A PN . * - . . 1. . A. . - .� .1 I -L I �. .1 . I � - I k _., , NO=-- orawing% show straw bales used for cor . ; ­ � t � I # � � I I / . .. . � . \ . . P I % . . I . � � . I �� . \1 1. - � , I . I - . - . , , I I .� 11 * I , L.. . . � I . � . . .� _*� . � other t L '-L ; fc, re start of uphill earthwark. . 11 I ­1 / . . . 117 � L . - la I . -P,\NA_LA1-` . I : I ee't" L - � ­ .1 � �, . . � . , .. I . . . I � I I I � . �. .. . _*', ** . . . ,_ . a Straw sale Dike. und. � _J`X_1 . a I . I � 1/1, I I , : � I � I . I + I core. Firmly anchor all core material to t f .. .. ,I L f4 . .. - �� I _:- I I i JrO i . - / I %� . . __ � � I * ­ . .. .. . \ , block) may also be used for t . " I L / I - A-&--w ,AP,< "I - , / . t";E710- � L I � I V ' � . .. I 1� . - . I .. .. .1 I it- � I . i . I �� ..,. . I 1* I I ed during courwa- . : . I \ \ . I 1, , _�_ I' 1 � , I . . . . � I ' ;L VC_ . .. . � \ -, I � i � . . I ol soasures to be W*int&ift , '' � \ - T*� L *� . I I .-I � . I - I 1. - . 1 I \ ( I I . . � . - . . . � \ . � . . I , . . . . f . I + � I . � 0 . I I \ . . - . � __ I - I � . 1. I \A I . . � - � . - . . " � * : I � �, I - t . " . � I I.% I I - io_-�_' I I I i L. . ­1 -, . L I . . construction Lpecifications I L .4 ; . I -N. X - I . I . + . . � I . . . I . � . . .� + � I I . . I . . I I I I .. . � . . , . `L . . . .- I I . I *. . - ) - ? . i W. . , . . I .1 L I I I � . . L � .1 . , I I , i \ - - " , . - , . / I \ + I . . . - .- ; - - -- r . . . . tm \ � I , I - �., I %I I � . � J1, . I . I + . 1 � � . I . " I , . . . , � � . . . I ,��, ,�L .. . � . � I . I �,�% � 1. Area under embankment shall be cleared, grubbed, and $tripped of any vegete wa follow Standard 16,-17 *ad _- - . I . ( I . . . V 7* . .'� . 1. . 16- �? + .. + \ - � I . I I . L. , I � , . I . . I . . - I.S. 11 be cleared. 7 . i . , ." �� It . I . ____ I I . � I 1: - I � . I I � I � . I . , � ­ I .. I . ., . � . . . .: 1. . . - �* . _� . I L I I . tion and a I V. - I I � - I � , � � . , - I I I I . - � � . � � . . � . . . . - 1� - . . . �� ,. - I I \ . I - . � . " . . Ilk. I : , � 1 L I I 46 " I __ 11 I . ­1916 i \ .1 I " I �- . ,. - . ­ I . . � - - __. , _- , � A 2. The fill material for the embankme r woody . I . � I A 0 .a� I . . ( e 1. N, L' L . . , I . � 1, "' + . . . I . , , � , 1� I , � \ . 1�1 I 1. �, . . - � I .� I . . . f L , . , � , I I I � � .- o material or other : - � ., . I J1. 1._.,.� AV ) I \ I-- . I � . SL - . . I ., * , I � * * I . . I � I , I - - a . . .-,-, ) - . . ____ - - * It I � \. . V �, I -1 - � I , . . *. 1. L - ­ �� * . I . I I . I . .1 . . L . I . � . .� .1 I �_ T . I . . I �. . . . I : at Oe -pacted by traversing with I . . � 1. I I � - 1, . . . .1 . � . I . . . ­ I , I \ � I. . � 1. . - . 11 I . 1. . � . � I �', , -, ., I . � . - + at shall W c . ,� � I ". . � . - I . . , , . . I . . � . I I I _., . + . - I . 11 .. .� I L 1. - . . . - - L� � �-' -. I I I I , A L i . i 4 - I . . I L . I I . . �. . . � I- � I � . . . ., __ -,, . I ,,, " - +. ­ .0-- . � ., I I � . - . . I I . I � .. . 1. 1� . I I I �, , .� I . . � � ­ � . I . + � . . L � � � . _'. I '� - � : . . . . . - 1� * I I - I N I I I I , I -4 � - , 4 - � 1. . . I � . � I I . � � . . � . I . I , � k i .. I , N . - / _* * . � . L I . . * . . .. I ! %� - I . . - � . . I . I I I . . I .1 � . equipment while it is being constructed. imensions when . � I I �� , - :: .� � - I � I Z��., , . , - \ \ I � .. . . . . " . � I � I . - L `*­ ': - + __ � . � . .. : . - I . k I . J. . : . I � . . I \ I -1. I . . I . . � � I � . . ... I I I . � . ., . . . . � - ­­1 - - ­.1.1 � .. . .. �:.. i'., � . . � . I ,. . . � I . ­ L I . I - . � � . I ,1 � � I I f--. - . � - + I ; "17-�, . .4 N I � I . 1 3. Sediment shall be removed and trap restored to its original d . � � - , . . I . L + � I � to 1/2 the design depth of the trap- Remove ,I . k � I 11 , . I , , . I 1W I/ +% / . - - I � �. I - - . \, . � �* . � . .1 . , , ,� .. �.' . . I . � 1. . L : ,..� �. ­� .., "I i . f I L I . � . I . � ­'. . . It . , , * \1 I I . L . I - L I � J \ ,. �. � I . I -A . .* � . I I � - - . . I the sediment has aCcUmUloced . . � . I . �X. . 11 . k # I . I . I If \ �+ 1. . . - . . I . . ... I - . � ., � � , _,,,y . :. . , . I I I . - <__ " \ ___ - - I : �;: .. � . �' � I .1 - . . �. . . I I I I � . .. � � . I I . I I - � . � .� - .1 . . . I � I I V- 70 \ ­ . I __. I V . 'A I . . . \ ., -_�. � � .., . +1 11 1� . I � I � . . . I � I . . I + : . . . IL I . +. � sediment shall be deposited Lin a Suitable area " in such a manner that it ! '. 11 � r: (:� r_ � 0 I 1.11". I . ,It .1, I 1; - - - ., � I ­ 1. I 1, I �$l , . - - _. - - I � . . I " i I , , 1 _4�� 1 � - , � ',� . � - " \ , . 1.�� . + L I I . I I . L � . L . . L . .. , . will not erode. . needed. . . 7 � I i I . I I I \ V� - I . - . � \ - -, \ - . I � k .� I * . . I � ­� , I - .. +. - 1, . � . �. 1: , , . . I . I .. L " . L I a . i 1; I , I .* . li, - -, _.�..� - . . .. - . - ___�� . � 1%, * � . . I �, � . % . .1 I I I . 1. .. .. + - . .. . I -+_ 4. The structureshall be inspected af L ter each rain and rep irs made as . ­­, I I . I .. I . - � . L I . . �� . � L I I I I . I - *� I . � . I . be C ied out in such a manner that erosion "'. ­ I I . I . . t . i . . I , + . � I �., I \ �' 0'f 'L .. . I � . . arr , I I . .. . I X % - L <_ - - I � 0 .. I I I . . I � . .. � 11 � ; '. .1 , , . - L ­% � , _. . + � � � L 5. Construction operations shall I , , +1 . I . � __ . ". . . - --- 1 -7 1 . I \ i. \ � \ . . .1 ..: ... . 1. . I . � NL ; . ) . 't I I �.. . . . I ­ . I . 4 I + t . - w �. - . 1. ...; , I � I .. - _�-, , � - . I �_ � � I I � \. I + - . . ... . L. '. � . L : .., . and water pollution is minimized. 7 f . - L _,-�- - i I \ ':Q;U " -, . . � . - .. . � I + '__ � .1 I . � I . I I L - . llllt� :�) . -, _ � , _? � It � , . "W f I k I I I IV � - -'7;"'* - I � � . \ \ :, . . . * I 1\ . 1. t 6. ed when the drainage area � ,.� ' . . +� , , . I f The structure shall be rem6ved and the area stabiliz . I f . L __ , � I + I . � ; : . � . . , �; I I I - . I .. I : -�-. ^,.L I i .. . L � L - \ ,_ , , - , ___ . � . � I ..� � - . I - . . � .11 + ( - . - - WP/4L.=> CT, e,11.7 _��g I'Tr . . �_ 4WAMWXXM FF , ___ . 11lb I . I � .- I ilized. 1:-, . It - . > - 1. . I : I __ I i � . A _" . . I " L . � . I �1� \ - . I � . ,� . 1. 1. . I I L � _­� , I , �, I � . . - ) I 4 4111111F o W . � � � .1. I . or % I . I . � � I . I � �. I ­ . � . I I'-- .. + - I � -,L. � . . . . . I I � 1, � " . *.� . ,gna ion I . � . - - N. : I *4_ 1 .4 1 � . . 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I � � I - I / , * . . I - \ - . \ from entering. , I Z. . .. I I ­�, i .., 1* 4 ­� I � . . -- - - , .;r..,: solos to but, i . - I . - �, 11 - I I I ./ � I . -low - *N F-1- __ . - . I � . � . . . I . ., . , -14, _7 . together - I - . . j - . - r . . 1.1 � -_ I . -- . _____ - I 2 1 1 �Ic, - A . . . \��\ I Vories do' I . Flow 1\ ,_ pending on . --- . .�, , I -, I � IN I - - . . I .- ., : .I � height of slope & . 0 .1 - , / I 11-. /, . 101� zl�l , . . ,-�.,�,­ . . - ,� I : I , , Flow k - ,\ , , 1. esultiry I . , , � � , I � . *teeorkess of r - T \ `%� . I , I .:,--**."\ % I ! * - __-_ I ** 11, � , � , / I ,Z- .,Z�� , �_ great at too of I , � I � . � ." . . I �_, 1, �,�� 1�, , ,�� -1 . '1_1� I V 11-1 ­ I ;" N , 111��, 1. so azisting �_ P1, 41 �, I I ,\ \\ % , `�,' , , Ile . 10 ,:4 . __ - . . - . � I I I I �\ 1 .11 -a I - I - .= Intersection . - 11 N �. �. /11 ,\\ \ , , t I I I I I I I . � . , . � --titround I ( . I - . I . I . � I - , 11\ \.. .. , * �". �i . _1i e127%3� I . ) . . - . - - Stakes *ach . I . . . I . . I - - ; � - bate , . . . I I . . . , , I - I � � I . � .- N I N *- - I 4 "I., . . � I . I -I -I(-- I . � - . Ir , - / N-11i �,*, , - I I I I t, * , . * I . � . PLAN - I I 11 __^� I "I' : - I*N-Z � PLAN - T - - . Tlo- Flow : ,Z. , - . . � � . ; � I . - ': A 11 . I . . . I I Rem . - . . . �_ 1. . . � . I bri r , t . . . I blocks f r :iut et . . : 1, - �` . I / . - I I I I . . ./ . I , � . � . I . y . j ___� � . I �. - . . . � -41 . I � - I - 11 . . . As required I 2 I - 2 . 3L, 2. X 3* ----,., * nt slope . t� � I 6 . I . . . I 1 2- � Stakes 00Ch bale EMIXIAM" . I I I III . *----% - 1'� 1 6 I .:1 I - A, I I I -T--------?F^ --- 4 �� _ . - I . - - _X - 111foli I . . . , - . . \ . / . i I . 1. . . ?. .� - � � .EEmbonkmenl slope I . . ;1 1� i min Emstitig ground I. . . N _� . r I I I TV I I . . - . - - li r � I � I � � � � I . � . 1� I ,.- I I . � . , � At � - . '_ : A . / I � - . -I! I ,�� overlap ... I �� I I 04- � . . - SECTION A -A Edges 'u. 11 I . . . � � � . . ,. . � . � . I . I I I � CROSS SLgION � . . � ) A i . �� / .. I . I I 1. I . . I I . I I : � . . CURB DRAIN I NOTE . tjoTt: two me existing 1: I I : I � I I I . . : DRAIN w . C, I . I I - �. . I I 1. I I YARD : To be used In locations whom To be wood : .1 11r) I I . . - 10round Slopes QVVY fro'" Ill* . I Or) / . \ . . I . � � I . � . � I the osisting ground slopes In too of *4 eirribankme"t. . . . I I . . � I ace, provide a � .� � � . toward the to* Of the 0 � . f . ; 00I , . I I � � . I I I . . 'I-,' I * � � the curb or use a V Stribankmoril I I t ! \ . I . I a . .. - . � I I � . . � Z . � . I .0111 - � - / " ! i I 4000 0 '_ I I I . I . � . � : I � . V � . .�, - . . 0 � sandbag dam to force water over the curb Iffm, It 00 $3 . Tyrg! I'A" I � � I I / - I I I I I . ^ a - - . I � � � I . . . . I . . to'the trap. . . Ji - I . - I . I � � � . # . . . . I . . � I . - - I 1, . I - � � I �, . . I I . I I I I � I . .. . .. .� I . � � . . I I I .- I ­ . I 1. I . � I I I . .� . I . ,� I .1 . . nstruction Specifications '. I � . . � 1. . V / ,� / , 1. * . I . I I I . I , I . I � .1 � � co, , . .. . I . . 1, 1 1, � � . . . . 10, � , , . I . � I I " . . . I . I . I. I C14 � I I I / r I � I � . . . I I .1 I z . . � I - . I .* I . " �, .N � . I to its original dimensions when , - I . . I k . TfN I COO I . I 1, / I . , . . _. * . . - . � 1. 'Sediment shall be removeid and trap resto r Flow _ .. . I . I I I . . � � . I I . . . � A ,. _. % ... . I I / � . . I I . . . �. I I . � " ly� n depth of the trap. Removed I . .. . _. , � \ � I I I I I I r r 4 I . I I .- . . I . . I . A _. I � 1. I I � . � . �, I I - � 71 . . sediment shall be deposited in a suitable area and n such. a manner that .­ � � 4"Voril, I - . t � I I I I - . /* I I to � I . . . . . I I I . � . �., 1. . �! � . I . I � � . I .11 I . � _. I .1 I - . . I e as needed. % � : EMBEDDING DETAIL - r cat face �, I . \ li I I / , I I I � I. I I to - . I � I . � . . � I . � _____1 � I I . . . . d I . - � . . * / - I I I � 1, . � � � . / . . . I I 1 2. The structure r that erosion ,� : � I . ., .. I . � 0 40� 1%. ii I / .. .. I I tl� I � . . I I � . . . . � I � I � I - I . - I I : � ied out in such a marine I - . . :, � I 1KN I Z \ I I I . � P & . . I . I I 1� U.-t I V F_ � . �� � _k I I . � � I I .. . �­ I . I I IN - . � - I � . . � � . . � I m k \: . � I I - � Anglo first stake toward . 11 . I 1. .' I L \ '� I I . \ V / 41, ,. 1 41, . , C - I . �.� . � �',', . . � - I � �.. I � . �, . 4. � The sediment trap shall be removed and area stabilized when the remaining , - I previously laid bat* 2 � 1 11 -9 \ I I \ . . - E)(L I I . .. 'I.-t- . . I . .. I � . . � I I �.� � I - � .1 . \ I I I '\' 'N' __.0 . I . fo vvAL . . �,�. . . � .1 . . . � . . � I . Wito or oylon bound I .\ \ I . N I �/ / I - Ur I I . � � . I . . I . � . . . � I I I . S. All jr6t and fill sl . I - k . . I'll \\ \ I _/ '. k \ � / / 111 � R PAO, �2 . I . I . I . . . 11-. . . � � ­ - . Flow - . : bales Platte an th* - . . \ 1% *11 A \ 0 . . . I I . . I . I I - . . -Drainace ' 11 1, . .. centaur / " \ \ . / �� \ .0, 4/ 0 - . . I � - 111. � . � I - � I . ­ - . I . I � , . . . \ - - -1 I � � . � . - I I I � � . I I . - I . .11 . 1, �. . . . . I . .- � . I . - - $1 11 . i � 0 � � �. . i � 14 I I I N . I I - I I / "I . I iksii� __.�. . . . � � I � I 1. . - . . �, � . .- . . I I 'k, I., V" - 6 � . I I I I � r�� 0 1 ! % -_ � I t .� - � . . I . . � I . I � I I I � . I - - -I I , I - 11 ,; . / �_ / � .:, . - # I . I I I . . .- I . I . ­ �i If � TV;4a. . 2 To-bors'stool pick#'%. of � 6� I.. - � � ,;:. : � � I . - - � ,. 1. � � � I � . . ;3 ..� . I I I � � .1� . I . I � . I 11 . � . . - - � � � . 1 _7_____, 1 , �: . e, V e it 5* stakes 1 V27 to i - I I 11%, . I I . ,( - - I . �, I � I . I . I - I . - . � � I 11 . ­ *., I � . . � . . I � � f I . I . - � � � �'. � . . . � � . . . . I I .� . . I.'. ; I I I N6 130 . � I I � . . - I . I . : I . I . . I - I . I . .. I . I .1, , � 1. � . Z, t . � � .1 I - I � . \ . It - -_ �_ - � I I � .1 I ,." , � . - I . - I . I � . . . . � 40 . � . I I � . I I � I � I .� . - . I � . . I � . . � I I � . . I I , . I I I , � - . . . - . I I . - : � � � I - I . . I ANCHORING DETAIL 6 I' 1 1 1 � I __ I I � _� . . . . .1 I . Ar .1 I I � " 11 I . . �, . - . . . . . I � I I I -_ - f * , - 1� . � . I . I � I I . . I I . � 1. � . . - - __1__11 , � W 1. . . . - __ - ­ � I I . � . �__ �. I- % � I �11 i . \ - . . � � . 0, � � . , � - . I I I I I - . 0 1 I ; I � I � . I I . I I I I . � ­ I I . � -, - ­- - I � .. . ComSTRUCTION SPECIFICATIONS .. .. I z 1; -. - 11 . . .. - . . - � .­ I - � . and, fli;Mly abotling JIM I :� I - . � � - . � 4. - . . . . . I . a 1%� . I I -I � , � 11 I 1� � I _.� � I � � I I ., � . I i \ \ \ I � V � I . I . . . - - ­ I . . . � . . - � . _� . , I � � 11 . 10 WIDE X 12" DEEP I 1. I t 1. solos *hall be Placed in a � raw with I - . I t � A N . � . 1: � I . . I .�, I I � I * � ... 11 . ! adjacent batn. I k - - . � . I . � � ­ . ­ 11. 1: , . - I I � I � � � . " L I I . _; I (No- I _� I I 2� " I I .- I I \ \ . t 4,0 .110, . � I I I I I -- _f�zAr_ " , . 1. � . �. � I � � ; � .� . I I ,�,: . . I koch bale sholl be tinboddell In ths %*it 6 iml . of 4'. , I . I a . i , t,--1- \ \ I - -1 . I I . I 9�0t_ _. �., _. . :_ - � .1 I � , . I I - I .- - . I STONE) . okes or ti-bors .. 4 . I �, I I I � &V - � � I . � � �. � f. � . I �, STORM INLET * 3 gain shall be tocur011 dftc I'd in Vince by st bale shall be : .. - I � � L .. . - f , � I I I � � . .. ., I first stake in each �i . . . k i'i..yi , � ., I I -- I "Trh. .1 , , � 1� . . I . � .SEDIMENT TRAP - j driven through the bale$- -1 11 . I , ­ I . . � .1 I I I I (TYPE V) I -_ "tiled toward previously told to f10 be,- It"ether. . "I i � - .1 I : t *1 � I " I � I I I I . I I \ %,.,-., % � I . . . . Ipt .� jg_�6 . . - I I I . I . a shall be frellue rco I I \ VZe . , r-, fit a "Pair or replacement %halt be � I I I I ­ 11c, " . Z� . . � . . . . 4 Inspection � � I I . � .. _Vz7 le-0 . . . . � mad* promptly as hood . . I i I � - � I ., � I .� I .. i I they bove served their VWUiftno ,� . I k 1. - �0 . - � I - I . . . . � , . � I Z 5 sales sholiklis removed ,w on � " Ir I I I I t 14 4 . . - - I I-- . - _. � - 0'e"e" I � �� . . . . I . .1 I . . . I . . I I 111. I � I � CATCH BASIN --- . � %", so as not 10 ock yr 11hV040 GtOfm flow or dral . nalic � � I I � . I . k � 1 140 %� � . .- . - . i'***f r t�_ I . I � . I . . - - 1­ . . I . � , i / I - � �. � -.--. I � 1111II1100'i'"....."ei-ee"e"e" . I I . . . I . � � - : ; (TYP. ) I j ­ � � ­ I I � I I . / if, I, ""r N�l . - __ - * . I I I - - I I ......-iieee-ee"00 . � 11 .1 I � I I . � � . . '. -1 � .11 - I . I 11� - A, I % /' . � I . . � I I . I I I __� _� I ..."e"e-00 . I I � I . I I 11 ! �, I �', �"_ - . . . . - .z . I . . .. " I I- . 011- i. I I I '� . � I , . . � ­ . I 1�1 A4\ , 1� I -1 I .1 . I � . . . I I . . I . .. � I I �_, . . . . I4 . %_ 11 - @ - __ __ \Zw/ I / . .1 . � . . � . � � . . I I . . . . .1 . �, . � ­ .. I . %­ I . . . . . � 1. . . . . . - . I . I � .. . I I " " . I " I I 1; 1( I '� - I 1. . . . I I le � I . . " . . .. I . I I . ---,,4 - 11 A \ - lIk - I � Z!Y. , I . ': I . . I .. . I . . ll It I . 1: . .� - I � I I . . I I I . . �,-FUTIJRE CURB LINE I - , , I I \ � *� �, " j . - I I . , � . - _ � . . . . "I I . I � . "IN I I � � . A`�,� Z '. I - I I � �� 1. I I L � "I.,." ., �1. . . I - " . - . . - I I 1. . . . 11 . . .1. �. I . . . . .� .­ - . I . ­ � I ; . . I . I I . . . . � . �* _74Z::�,, �_�� I _f � . I I �, I � - . . . � . .. �, r � - r - 11 V* .. . k. - ... I 1� � . . ... 11, I t . . . . 1�11 V \ \ I I E) I I `.p � � '. . ., . � � I I . d_ . � . I . . � � . . I 11. . . . ;, I .. 1. \ *. . � � I I . I . . - I � I- � . . . � I I . I . � 0. I . - , � I I I . I .,�. I . I ...'I.A.- � J . _ -_ "_ � r � I . . . . A \ 1%_ " � % .- < ; , , I * I ­ . . otZkOeX . -INTERCEPTOR SWALE (STONE) �( '. . - \ \ ?Q*N I-- _.-.�' I . ., � � . _1 . %. li X� \ I 1___1 - I . . *P_-, � __ .-- - - . - � . . . � \ � I _.- - %� I �. ., � 0 . I - .. . I 'N , � - - * � . � I � . � . .r NOTES - %6 . �A_ 11 . \ \ I to 1. �.^,A* It, It , . k � . I: - � I � � . ,� \ . . I I .,- 11 . . . I . � I I rf� - g -11 .,,!,�. - - I �_ . � 0 \ 1*� . I �_ to' I � . , , ) � . . � -,� I , � d , - vif � . I i . �­' � - . . . . . .1 -- � - I I IV � ) I I I . . � IN . _., ­ 1% - . 11 ___ 1\ � I/ . . _0� - , I . I '. 1i it -I IA4 9 * I I I I � . I,. L � - - � I .. . N . / 1. All control measures for erosion And 3edi!leftt&ti0ft tO';,i I. .. - � �. . �11 . \ . \ I � , I I . , . I � . , I - 41�1 . - I . � � �__ . � . 1� . . 11 � I I I 4 . . . . I '. . i . 11 . � . - - , \ � I I I . 10 � � & . - 6:. - A I I . � - . � r 1%, ! � � I , - . - . I I �Ap�( -$I __ - " - - . � tA . I I . . . - . . � . 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I . . � _. .. - � I . . t- . I � . �, __ (silt fences and/or hay bal*s). ma � \ . , - - - - - . . I � � . � � . � \ - \ 11 14. - I � . . . I ___ i__ - - - - . - �ak - 0-M ­ � : . I !. . I ­ � I � . . . - Et . . i more a Ze � .1 �, . - 10 I I . . � . I I w - \ W . . ..... . - - . � � I .1 . � ­ � � .e % ; I I , .� - . . *0 : . � � . - . . � 4 .0 %. Flow I T 1% - I 1%. I J* - I Ca- - - - - �__��_ I . . % I . .. . . . . ... . � � I .1 I . . . ,� t storage Flow 00 11 k . . . l . ,� I . I I . I . �, .1 I . - \ - . 1% � I 4 I __� - - __ . . . . . . � . . ­ I � �, ! .40 � . . . . � � ; . ' . I � � . . - I - . . � .� -1 . � I . I . - _� � I , . � - I . �4 "A 1%. A--"' _t .\ . ­_ - . % I A . I � I - -r-1 ­ _- - . � ,� ! I - . � I � . . � . .41 *% 1% . "I, 1, - I . ____ I . . �, . � _-_ _� A. I I - 1. I .1 . .?t' - .., ,.e *-1 e x di 4 , . . . I �-� .� . . . V�lq To I . fZ09`i,kL____) 0 . . I - t­ . . � 4 ' . . .1 �. %� � - . � . A . - lol� . 4 . /- j �/fl __ -I:. - . 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I . � III;;- \ ---*Vo,F . I I . . �. . � le . .. - �, I . 4P %%, ... - :�-- � ."t 4t�_.__ - , , . I A - ­ . _� . - , _ __ I � - . - - I . . . � I . . . sa " . . ­ . � -, - . .510 I I . . I I . .1 ., . � . I I I . � .�3 . - . I . . 4 // . . "I . 1. . � ,- - - 1. - 40ow'- . ,� . . I . � I I � *11P I . . -I.O. installation. . I . 11111. .8 � .;�� I . I I I . , , .0-1 : � . 11 I . . . 11 __-, �--, ,�-,,­- ..- . . . I � I . . A I � . . .O:ol- . I " I � - - . * ' , . 132/ 1 1 ::;:�__ .1 .1 I 10, � I �, . . U I I 11 40op- 1 1 1 - . � . . f-I .1 .� I . . . . . cutaway to �- , ,. .. . I : . A 'A ', . . � show straw______-4 -I;, � 44 � . I . I - ­ . . . I I/ . I I .. - � . _�� . I B. Divert the existing brook away froat Ch* location - i wof. ,--,- N� --- � . 4000`7 __ 1 - ., I ,. � I . � I . � : I . I . . .1 . ..� . , � , ,� of theculvert installation. , , 225� . � � ... � .1, . -I'- � '. . . . . � � . - .. . _ . "r*�, I � I . . ... , . I . 0 1___1 - . - I � � . . . bale core � . . . . .1 , 10- - WOW- - - . � �, � ?w 1.1y % � �_ 0�� I __W r ,., , .- . I I ­ I . I - # . � . . . ne ----- - 1: , I i 1� _`iW I - I - �_ . . . . . , . . I �, . - - I � � . sto . � . : I \ ­­, - � e+ ; I / 4W 1 . � :1 ­1 . . � I *. I " I I . .11, . � � I I . , . � . I . � I � _. � * -1. . �, I sw" .-;-- - . - � � . I .. 11 . - - . .- . . . ­ . � -1 I . . . I 1, I ,.�' . � � I I . I . . ., ;; 6. The builder must submit a **p*rate erosio . I %. ___ I - 1� .ee . . � .. . . I I I "�� t 9) I � �61 * 14- - 1) I r.c_�. , . b, � I - . ' I I � I . .11 . . . . . - � _­ + -1� . : . . , � � �---�, . . . VATION I .. a � Ali . "---M.;401-1- .- I .___ * . . . . . - ­ �-*A I ­ --- . I * . � ELL \1 � .da -I' - t �_,,-_-_ - - I.F_ I ­ ­ I VIP - - I �_ :, _�,_ __ . � . . .. 1--l", e .. _._____� ___ . 7 X , 11 11 , I - 1-11 ., . *4 ;160,\ �iN-Aiii` - - �, . IiLll i I. '1­1 . I I I � I - . I . . I . Length (ft.* - . . . .. � . . . . � . � f . .. . � � . . I I � .. I ,.o_ �_ . ft_� - 1 I : I I �. I . 1� It`a\ . ­ -'� " I . _-_ . . . .. - , . I * I . . . .., .. ­ . . . I I . . - - . . I I . own" ­ . � . I I - - . .1 I V_ I . .1 � . I . I I 1, I I— . .. . �. I � . . 10 . . I . .1 I . r.-71r,-r'f7 .. . e Area :Ac .. Klr7� �-i- - .1� � ( k- 7. Install- trosi ' n to - - " I . . I - U ��t I/ .. � . I . I �, OT . . I . .�. . � + . � � - : . - . . , - - - iiT�g_ - ... - - - 6" min. � , � . + - w *11� " . ^ I � 1, � I . ­74-1 ____1 --- f V :, -1 � � ;1_1 .-� Z I I . I I I . I \ I I . I t- ------- . _.� X . . . I ... � I . � _­ � - '. I ­ I � � . $ 1 .: . I I . . I - - - . - ; I I . 1 $ . � . I . � . + � � . . I . I , I � %. . �__ * I . . � I , , � .. . I : I . . . �, . I � - . . .1 tk 700 � . I ,+ I . .. I I . � . I . - I J. . : I . . - - -- ­:. I �_ , I .. "W 0% I .. , - - _- I . , , , " � I ., . . � � I - � . . . :�, , . ... I .:* .- Ir . -,�,,�,� I a . .. . -- ; � " .. I , I . . I .'� . . � � .0e _ �_ . I I .. . I . . ; - .. . , . I 11 .1 . 1. , �' . . - - . 3�,�,� � . � . ­ . . . � I ) � . � . . .,",c , � �_ 4 �, I � .:., - .. I � . � . - / Extend core into earth embankment I I . .-- N I. .. . \ � . � - I - + . 31%� .I- . 11.4- ; � . � .::--_� -- , - . . � I . A I . � . - __< I � . . "I during ­ . � I ­. �. .. . I --- .- . I I . . - I � .­1 N, - . � i 1 �.f 07.416li� - - . � .01 I � � . - k *_ .,k . . . . �_ - I � � I -Al . . .. .., � 'I - I .. . - . � I � as per Standard ,, , ' . . '- __ - �17 � � . . I \ . I -1 - It' � . , . I . �, � I . I , I �, I * - I � .. .. � , . . . I 140=--Orawino show ; i 9. Temporary drainage swal*s and siltation traps to *be I ­ - �_ . I ,� , �714��lot;i�xt.� + 001e�; V " + � . . � � I I , . - I V � - , , . . I . I . '. .. 11 ­ � - , . Other materials (e.g. �+ 11 Ilk . I � I .__ . . _r" 14-%W ,� , .% . ­.1 � . - � . . .;1 . � . I . I I . �� I � � . - . 11� - � . . I- � . and specification for straw Sale Dike - . f 0 . � �­ I - __ - I.* � I '' , � : .. � \ .. - � . - I . . . 10� .1N � - 't - I -hr-1 . 11 . . ;� I--- - I . . I 1 4 . ,V . nchor all core material to ground �1 I . . . . . . � . 4 � I . � I " * . I . I . . block) may also be I � I - , I , � I � . � . . A V '� � � I � \ -1 . � . . . I . I , t . V .,.,, 0 � I . - . 7 � . 4 S . � - �. �1 . .. 1�1 , �. 1. I '_ � I I I - . . � I , . % I I 1 4 . ­ I I , I., . : . . � . 1 4110._�_' 1 � I I . . ., I . . I . i - I . I , . , ; I . . � I � �� *-*. � -, , - - � . I . . . I . !� . � � I . . I I . . .. . � Cons i 7 . � ; I � � I .1 . . I - I I . � .- . .1 . . . . . . �. I .1 . . I - . . ,. I . � � . I \ I . , � .. I , � - I I 'K�� I : - , . � . . I I . . , 1� . . I " � 1. . Area und � er ---- . --- - - _� � I 1. ; - 0 � du , _� , � . - - __ - , ,\ � � / + � � - \ � . I \ I � . - . . I � . . . I . I A .. . � - I �� . I shall be cleared, grubbed - and stripped Of any vegets I . - - - I � I . . I . 1. . ' 1_-� - __ - - . . I � I __1:9 i 4 - . � k - . I . I I I I � � . � . - � . , . - I . � . I . . � .� ", I I . . �_ � . . , - . - % ea shall be cleared. IT I I / - . I . . ': �- , I . I " I . . � I . � I I I ­� - . . tion and ro6t mat. The P001 ar .i " . -­ . I - . 11 N \ � � I I . � I . . � .� '.1 . .. . � � ; . . . . . I � ... . _. . �. . I I I � oy � I a . _,�_ � ____ - . I T - A - � . , � . , .. -1 . . .+ .� - - I . \ . I . � I 1. I . I.. � , , , . . I � � . * . � . . � . I 7. The fill the embankment shall be freg I . i . I . . I 'IF � . . I . : . � material for . � I � .. . j � � . I . '� -t ,; � ­ 1. . � . .1 � � � , . � �, I . ­ I � ities. - � ��f. ... , * ­ - . - � . I - -1 - . - I I . . I : vegetation as well as over sized stones, I i . .. - _ - I I � ,­ . " I . . . I l'i, . ic material or other ._ � - . . . � _�, '. . , 1 I I . .. \ \� \ . I k 1: . . I . . - . ` � .11 I.. . .;. ;_ I . - . I \ + . . . � - - � . .. I . rsing with *I . .. . _111� .. I " . . I . . I � . . , :. . I � . � � % . . �, � . � , '. - . � - .� V_ T � .. .. � I -Mterial The embanknent shall W compacted by crave I I . . .. o , - . . - .. , � 1� � .1 . . / - . � k .. I ., . k � ­_ I I I � � ­ . � . I , , . 1. .. I � I . I I \ k . . .. , � �, � . 1 40 . I 1. . � .� i - 1. - ` . � I . I . .- . '' : ;� . . . . . . � � I . . . . � . .1 � I; . questionable � � . I I �. .- . ­ . �. ­1 � � V � 1* . �4 - . I - I �­ I I __ 9% ..� � 11 . . I � I . .t ­ . 14 - . N, , I 14 I " . I . 11 .., � I . I , I . I . � - , N �_ . : : _. *11* - 7 - . . �, �.. . % I __ � . . . ., - :. I . I I equipment while it is being constructed. . ) _. k - . +� � . - .�, � . ,..! , ( -, - -1 - I )t . .0- � - . - -7 � __ : � . \ � * � . : I � ­' . I . . . . . . . . .. I I . . � . 3. Sediment shall be removed and trap restored to its origina I - .. _ � I . _­ . Ir ;_ _ - : I--% . - � I I I I - . I 'O . + , . I . 9.-- . I . I _� I . I Removed I I . � . - -11 ­ � - . _- I . '�� �' - I � I . ; I � - I __ . � - . I— 1. - i p- � \ I 1. . �i;;::� � �0 . , - � , � I. I . � . � - � :; � ,tl-, *,� . I . I . . � . - �, . . I the sediment has accumulated to 1/2 the design depth of the tra , , 11 __ . , � � , � I . �\ . - . - I 1, � I � ; W, I— - . � .Tt� . \ % ­ - . . . " � . 1, � . �� �� I - � 1� � � , . . . . � I � . . � - ., . , ., .. - I ZF)- . t - . I I - - . � . . � I " - - ..�A � ­ I I . .� I I ..� I I I .. . . _. . . .. �_ . - . I : I � I . .1 sediment shall be depositedin a suitable area and in such a manner that it .. . I .1 . I 11-t * . . '-w. . � \ I . - . . . � � . - . I . I . . , . . I i . '. . ____ � - . . \ '\ V V - . i � � : . � . . .1 . . will not erode. . 1, , �� - . I :, - I � . I � . I \ \ - * I ­ , , ­ - , � . , � - .. � : I . - 1. _; . �'., - - 1. .. ded. . I . I .-+ -, , � I . . I . . � � - . � I . - � - � � __ , ic I I � I I . . . � � I . � .. � - . 4, 1 i � - I ,;,, " �­. e - . _. I ­Nii� rb, . - - , � . \ * . ­ �, .: I I . ` � I � -)--- The structure shall be inspected after each rain and repairs made as nee + - t - t_ , .. - - . � � ___ + I . I . � I-,- . -I . \ i � - \ I . � I _. � � � 1. *� I . , , I I I . . . . I I . . . � . ­­11 I ­ I . . I . . . . " I I : I . . � , ­ . . I � * I -A . . it,* . : - N, - - . �. I - . . .. , .- � . ­ I .- . . I S. construction operations sha . . li�. _1. . I . - - . I I .00-. I , � � I . 11 . I \ � .� I., - 1, . I . . . '.-- ),. - � I � . . . I � I I and water pollution is minimized. . ., . K I . � I .. .:� I . + , ) �. . I I- - . . . . \ . � -A, . I - I . � A. " . I I � � . . . -, . . ! I - - A �_,A� -_,,� . I + " 1� \ ; ­ , . . � � . I I I �, . � . . I . �_ . +� I . *_ 1 6. The structure shall be removed and the area stabilized when the drainage area ". ) � . ­1 _�" - *" , I . **_1 � % . \ - � I . - .. + 1. : ­� 1, I . I I � t � I . . I / '0, - _� - I 1% \ . \ - I . . I I � . I I I � � � 1_�_ , - __ " - I I . I � . �. � I � . . ; - - - ­1 I- . - . . - � . has been properly stabilized. I � f - . 1 40­iiiiM will ... me - wp,ax-t) c5 41>Iq m_��6 lyrT- All - � I o \ � � . �, .. I I . I � � � 1 .4� , .. . . � � I . . 1. 1. . flatter - . . , . . I I I . �- 1. . I I . � 1-1 - � . . . . - . I . i , I � _ � I � I � . . �._, f . - , k 1," 1�% , , . I . . � . . . I I I � . . I ­ . � I I � I I . . . - . I , . '� sed designation M43, � f ' *' 0- I � � I \ \ . � ­ . I . - , i et AASHTO I _T . .71) "'� . . C. �, � I S. ,The crushed stone u � I . . . � � ,\ \ . � . . I . . .. I . � 11 I .. I - . ­ . . the i - I I + I .� . ­ � I I � - 2, Gravel, mee - _ . 11. . . , " N�X IV - I I 1%, 11 I . I I . ... - . - . 1 - . I I ; � I I � - � � . I . � I I �� Size No. 2 or 24 or its equivalent such as MSHA NO : -T? eier TF_MV��-r Vr,Alf,�r- 040"r- . ,YM - . * � if- . -1 _� I/ �. ..� � . . . e. , � . . *N1 � \ , �. � � . � . I � . + I , :' oUK14- `�L ITIaH .. � ­� *­._i. - .� :� . 1. , � 7% - � � . . � . �. I I . . � I . 11 I I . + ,� .. . f . above gradation, may be,used if crushed stone is notava , . V A CepWil A10 . V � i 7 I---- _.w � I 11 . . I. I I . I . 1. . . . . I . I 1� is not acceptable. , , . I -, " I \ . � - I . ­ I I . I - . , I . I � + . i . . . . � I L ­ . . I �-�,,,,- \ � I L . . I - - . . 'L . . . 0 I.- I , � --- f I j . , . �. �_ . . I - I I L � . \ . \ , , \ 1. L . . ". I - . - �. . .. . I - 0. .1a . . ) . I I . i . I *,jDrainaiqe area less than S acres. - I .. � ..I i --! ; Tyf T, PC, 4. i- - . 1. I . I I I , .., � . . ,,,� � �� . \ . I . . . � .1 , .. I. I . , . _� . ., . 9/79 � !MK - Orolirw WLf-T,eenma-gr Tmp . L � 71 - I . I . � I I .. � . ___ , \ , \ . \ i �� . .- . L . � � -1 .. . ". I 1. . � � . . � I L 16.1 . . I L-.# . 11 � I S�< _11 I . . . . � . . 1. I .1 - .. . I I , �­ # , f I . ___ 11 * , , \ , '\ - . .: I - . . � I I I., . . . ,:1 !. --,+ I : I � . I � I � 11 f L� . - . �, �­_ - - . ., . . I I �.. � _ �' 1. . 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I %;t%0- %.,�o Lk�, 4,11 ­?, A 1�5 -I I � .. -3-0i.-I , DRAWN BY:X.�, DAT E: �V-,",� [J,�� I I ") I JOB NUMBER: 1709 New York Avenue, N.W. � \ .1* ,* 0,, .0 0. "p, .0.0� �� ,,,� � "*, OFE,Ssvyll",.�� CH ,,6r,,r *'7 ­1 -1 I S%7AMFORD k0m;k0NNECTICUT Washington, D.C. 20006 ' *1-1 ECKED BY: mlfI ,,­f,y,lie�,�-,, 4070 OF W 9 W W - __ 1 9 1 4423684atu I I - I � I I I I -1 I � __ - L __ __ _ - - _1­11-- __ -I'-..--,-- __ __ ____ -, - - I . ___ - I ­ _____ ­ - - ---. 11 __ - _ � I __________1 ­__ __ � I I I I � I - - - , I - - ­1 ___ ____­­___1_ - . - - - - -­ ­1 - � I � I I - I - I - � - � ­_-_-_-- ­ I_ - - . -, I -1 I ­,_ ­ __ � ________, __ - - I . - _1____­1 - - .­ - I �� _ - , I ­ I I I ____ - - � __ � - __ , __ - __ ___ __ ------, - __ _-, -, � _ _ _______,___ __ -------I- ­__­ I - I ) , . ­ ____1____ - ___ _____ _.___________________,_ ____ . ___ � ______ ---- � � � ; I . ­­ ­ - -_ -- - - - "-"-. --,-,--- '____ _________ ­_________ ­ --- , � --- ____ ______ __ I I . 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Stab,,,ddaits ta entrances and tobbie ........ . . . . . . . 0. 1w. -ro AwU- 12 FOR F417-41RE �7-,EIVAN7- L A YOU 7' G X8 ro x r—, 12 x 8 T--lox 8 I ',W" le A HEAT PUMPS (4)', TYPE C - 5064, A-1 RISER5 S,3 R 3 TYPE, A - 51-9c.1, A- 2 ;, SF-E DETAIL�) ON TY RE A - 5 L96r, A - 5 DWGT� 77,77, 0 1ILL A-fAlAU I?x 8-1 ? x 8 10 x 8 18X 8 it H EAT PUMPS TYPE C-'BLDG, A- I 7YPF_ C- BLI*, A- 2 TYPE A- 5LPG A- 3 00 0 RISERS 64 * R4' ��F_E DETAIL$ ON 00 �r H 1$,, ZWG. I H PWS 14PVVR (TYPICAL ) 4- 0/2" PRAIN (TYP) Z? 2OX8 HPW6 HPWR I (T�PICAL) VAP DRAIN (TYR) 20 x 8 *111 H P HPWR (TYPICA DRAIN (TYP. //V HPW5 4HPWR 18 Y, 8 (TYPICAL) /yq( VRAIN (T Y P.) HPw1b HPWRI L] (TYPICAL) Cox 6 PRA I t4 (7Y P.) cl) D Dil E HEAT PUMPS (4) HEAT PUMPS (2) TYPE A - BLOG,,A- I TYPE C - BLDQ, A- I TYPE 5 - 51_t;k.-, A- 2 TYPE A - BLI>Ch. A - 2 TYPE 6 BLDG, A-3I A A HEAT -PUMP (1) TYPE *`C - BLOCt. A - I' TYPE C - BLOG, A - 2 TYPE C_- BLLX,7 A-3 L -FL, __1 Pm 4,46 i I FOR QONT� 5 U DWG M-4 70AIC-11 7014w u - I I 1 6 x 8 4 x 4) ?_4 x P-4 C D; I ISO CFM EA, NECK 4--WXY-TRR0VJ FOR CONT SEE DWG, M­4 'TO 4C 15 4 N F H HEAT PUMPS (4) TYPE C - BL041� A-1 RISER16 52 R2. TYPE A - BLDO, A-2 SEE ON TYPIE A 13LOG. A-3 W2, OW& 4- H EAT PUMPS (2) TYPE C - BL%. A- 1 44 x 8 1 14 x 8 12 x 8 TYPE A - BLOG A- 2 CA10 f/fICA/ IVIAJIV TYPE A - 5L0G A-3 8 x 8 IOX8 8 x 8`� ?_O x 8 2Ox 8 L >AWU'9 4 x 8 "rlNc-x KW-277'V GX8 6X8 ­4 k HEAT Pumps (2) HEAT PUMPS (4) HEAT PUMPS (2) TYPF- A - BLVC�, A - I TYPE A - 5LDO, A- I TYPE, C - $L%i� A - I TYPE C - BLt�(�, A - 2 TYPE B - 5LDq. A-2 TYPE C - BL06t, A -I TYPE C - A - 2 TYPE C, - 5 LV(�-, A - 3 TYPE A - BLD(�, A - 3 RISERS 55 R5 RISER5 SG �Rr. _EE7 DETAJ LS S, VlwQ 73 om (4)tHEAT PUMPS: TYPE-A-BL lA-I TY PE -BL� A -2 TYPE C. - BL6a, A - 3 NDON LEEDS/LA -MFORD, CONNECTICUT. STA TOWN,.OF RYE9� NEW YORK ww 13,ENT '1,q",S7-EEL PLA7-E BOLr- ED 7-0 PRECA5T WALL(Va" _RlJN04j7- PIPIIV(; FROM KAM- )SY c4zv1s I�ANISFR5 7_hl1?,CADED ROD. 0 HPW57 HFWR DRAIN 'T---3" Rl(�ID'INSULATION 4, HEAT PUMP I 'r----dL0CATI0N _p �M 0­",�,�, 0- or .1 1 01 NMI -1111 "I"M 010001 IN IMF, 11- 111,11"plaw 7_111 MCI It-mapol =,mmon.j. F G H A C D)� D 41 'YPRW llqpsw f H EAT PUMPS'(4) HEAT PUMPS (4) RISER5 SP_ R2 TYPE C BLDG. A- I TYPE C 5LDG, A-1 RISER$ 53 R 3 H.,PRW $2"' �51EE 0ETAII-5 TYPE A - BLO0, A-2 �W_ Z"ND r TY P I,' A 6 L %t, A-2 SEE DETAtILS, �W 4AP END WG. m -2 TYPE A BLDG, A-$ TYPE A- SLOCi, A-5 ow(�. m -a ZACH MAIN, EACH MAIN, -1-4 11110471PR i �w ex jrqcff 6IR -Oww' OIL 5 IR RW LjP­ F _V_L�DI _54, _DW* 4— L14X8 �Izx 8 L 12X 8 14)(8 lax 8 HEAT PUMPS (2-) HEAT PUMPS TYPE C - 6LDCj,A-1 TYPE A - i5LP�r, A- I 118X8 I-INES ------ t yy TYPE 8 - 5LP6;, A- 21 TYPE C BLD(�. 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A-2 TYPr- 5 e�L%;r A- 2 C_ BLpq, 10 x 8 I TYPE C-tSLOG A-3 TY Ft A- SLV(�, A- 3 1 Is X 8 10 X a 18X8 -4 12X a 14 6 18X8 R15FERS S 5 R. 5 1 r< 16 ER5 S �14x a -;I x 8 ? a 5F-E PETAIL6 5EL L)ETAILS AILS 4 ai- I I DW6�. M I . .... ER _DE T 9wcr. M-1 N 6C A LE_ 0 CAP END5_01-_ '-'M-'AIN5 T el (4)-HEAT PUMPS TYPE A 5t. A- i (4)-HE T Pumps TYPF_ A -I -OF Mq yNs TYPE C_ bL A-Z TYPF, C 6L PCr, A -2 A 3 TY ?e C P.)LV4. A-3 SHEET NUMBER: 0 % SECOND FLOOR PLAN 4. A� a 0 z co LONDO*N LEEDS/LARGO CONSECO/ DMJM SCALE :1/8"= Vs-Ou ARCHITECTS & ENGINEERS ph fg. , M 2,, AT-G, DATE: MAY 18,1981 'S' DRAWN By: JOB NUMBER: 1709 N*w York Avonuo, NX R REVISMSEPT 1,1981 4070-1-1 CHECKED BY: GJ TOWN, nil Ok R K Washingtont D.C. 20006 OF n'wEq NEW YA STAMFORD, CONNEECTICUT F 41 '10%m No q'i".10,; 'p! 1, wow o- low" 'cl (Di� �E �F NO. ',Ofr UNUTS HEAT PUMP SUPPLY*$ COND, 512 E �'U,NIT� CONN, _L7URN bLAm,,.5iZL5 V, 4 till HEAT PUMPS (4) HEAT PUMPS �4-) RISER5 53 jypE ?I - BLIPCI, A-1 52 R2. 3 IY41 -TYP E G - 51-Dej- A -I IF -1 - WA-Z SEE PETAII-5 -TY PE A 5L�DGk-A-2- ZV E>EE DETAILS 4.- I'At 1� 1 -1- TYPE A- 13LPq. A-2 !pw -(:�I-qP i!-:/V D 0 F 5 M-2— T 1,1414 AM M -2- ypr-- Dt-Del- TYPE B ESLPGI. A-3 t WEA T' PUMP BRAUCH -MA1A1­- H EAT PU M PS (2) 0 P110E 61ZE 56HEDULE TYPE C - O�LPCI A- I t 14)e a izxa 4 4 x 8 -T YPIE C 0;L P61, A - Z AS Iz X8 4 4 16x& IHEAT PUMPS (2-) H EAT PU M PS TYPE A I. A- I TYPE' C - 5;Lt7cl- A -I 6LCX 18 X8 I OX -rYPF- T--- TYPE A - F31- 17CI, A- 2. x 8 TYPE C 1311I-174�- A- 31 T YPE, t�- L Vq- A - 3 4- 71v CoqP -6--NDS Oic OAINS 45ZJPPL-y 00cr (--CE141NC, RETURN P4ENUM c OM VIrR 6 0 ly 4, 70 4WU 'TOAWU-4 k z ro > 08 2 -'klt' L A Y- IN CE IL 11116 ro x 8 or�//Ivs- .774WA-r CEIL, CA,PA4C17-Y-7,5--zf6C-r-1V. EA, LAY -IN PAHr/-j ADJ'VA441rA- 4— -TEA11 PE AIR f IVLE T DE TA IL LRLL1 G x 8 SCALE NO T E, 6 x 8 HEAT PUMPS (1?-) IN LIEU OF CEILING DIFFUSER, USE 13L CK-1, A - I TYPE X PERIMETER AIR HANDLING LIGHT HEAT PUMPS (1?-) co TYPE e� - 5LP(l. A- Z 70AC-4 TROFFERS. 'rYFG: C-F -1 >LP(k A ITYPE C 5LP61, A-3 4 TYPF- r--aLPCj- A-2 FOR CONT T Y P r-- A - 13, L1761. A - I EE DO r. 4 x 8 4X 6 p _y,0Ue'7 qP)9e,,O- RISERS S4- �R4- ,cz-17,z1fRf re*4mr cyrew-, SEE DETAILE� 12 W 2- 11101L tR. LIP 7-0 FE-N7- HSZ* --Sr6R. I 1 0 70'A AIK' �IT 70 �C-ja ?-4,)< 6 S, A, FOR CONT, SES DWG M-5 j- 24X8 S.A�oucr! 4)(8 FOR CONT. 5EE DWG� M -6 51 RI 4 X8 R 15ERS -'j SEE PETAILS V A X, 4— �541RRJ-Y OVC7- ro X8---- - EN 7 A�47- FXrVV5101V x 8 A r 5 ZOIJ 100 Duc X I-TO&C-5 'T VCDL UMN C>AIKAP r= p- k�j OUCT TAW-S-0 X 8 6 x C> 4X8 4X8 v 1 20 x 8 20 x X8 20)(8 Iq ---------- 20 X8 ,a- 8X8 5 0')rMA 8X8 ��-P END I NS '4e" HEAT PUMPS (6) - ------ Hr::AT PUMPS H EAT PUMPS TypE A BLP(3-A-i 7y PE b - 5L OC;I - A - I TYPF- C-13LDq. A - I i TYP I- c - f3L PC4- A - 21 <) TYPE V3 E�Locj- A- Z -rypF- c-f3LPcj-A-? to X8 TYPIE C - 5L E>61, A - 3 18 x 8 18 X8 TYPE-- IarLc>c-j-A-3 T Y 17E C i�L 1761 A - 3 IOX8 ':GQ-r AIR HA"DLIK)G F L (J (�>Q> E- S C R ANtQ C) At T;�>- RISERS S 5 R5 RISERS So co 14 X8 14- x 12 X8 12 X8 3 4X8 18 X8 SEE DETAILS S E E -- OETAI L5 p W C-1 1`0�1PICA6,L 4�R HAQDL1tQS LlIGHT "rROFFEM Lf 9 -RAIA AJ r I A Y �00 ("5aPPL IE ZD 6 rA I- L E 0 UPD& R 7 10 C> S C�AL- r= 7 CAP END5, CA P" Z N n--,5' B- 151-0 A - I .(4)-HEAT PUMPS. TYPE TYPE C -BLP�- A- 2 dOF MAIMS, TYPE C-BLPG, A-3 SHEET NUMBER: Or- Jy,6V",-, �,�Ao THIRD FLOOR PLAN 0" NDON LEEDS/LARGO CONSECO DMJM A? 43 o, Cj SCALE: 1/811= I - 0" ARCHITECTS & ENGINEERS o --31 DRAWN By: N.C. DATE: MAY 181,1981 JOB NUMBER: 1709 New York Avenue, N.W. 3 5 0 .1,19814070-1-1 0"o CHECKED BY: W.R, REVISED:SEPT STAMFORD, CONNECTICUT Washington, D.C. 20006 OrL Ss%qlo� TO WWW N OF RYE, NE WIF YORK 11 Rol Mro H) CC 1) :5 1 -Z E 1\5 7 EA� S-Ott X /I? lf,,4W —70,30 77r, AV- 70' *1414 RA -1/ F D"� F, D, FEC 4 2 X 14 R.A. F, D, 12 4 x6 F. DJ� _<4 -ASU',5 41 I LL 'DW 54 X 14 r _r__7 R, A. 25 �J M 0 0 0 0.- TT F, D IA CJ_,A4 (12 EXH REG. 0-22 X 20 UP T DN (Z) 12)(12 E X H RE G, )CFM EA, DdC 77 ?_60 CFM.EA- -ZX7Z1V,-510JV, 4A MIT- IOR HtA 7- Fd "P J Yf7-- Ar WM14AI? -7 1_x 4WX.,5,er_ A4-2 FOR'" I _�_I-YJ-7- C-M, IT— x le 7 ENI5i' N 2­x 6 _4= +134-1 L F D Ait 14 X 8 j. FD, A 14, 9 E- (4. h _0 77?A (2)12) (12 E X H,: R E"/;, 4- (2112 V2 E 2-6-0-4, F Ml F_ A I- � _-J I A )ITXTro F, D A L 4 24XI 3 W, �F4. -A/ W, F. D. JFD� R A.i 4 52X12 52X 12 �60 1,3RP. A4.- APW4-,�R- F.D. 14 R.A. R.A, f "X q "VP '�'V'�xlo AWW '30 X 10 0 �A,S 2 &,X16 "Vowww" —All it 14 60 CF M F,D AT TE'_b_&_0W 47Z, x/0 7-4tt'l- FLOOR 5�AS 1 4 26 x 14 u,P I c- I I -F. I) Qx t4 PN till L Ti y Ilk T Y' 5�XIO cr. C�_O� 1 52XIO 1 , I _'a 7 )e V. D, 7� (T Y P,) �__4moo, m.v.o. maTcrziz=-0 Vot-umce =,�,�Arcpmm 4 V.0. VOL-Ume =)4,.KAPm7_ K x 0 LD 2.4. ZC-7UrZQ 412 CABINt'r UNIT HEATER CABINET UNIT HEATER I 12) A'—O'LO�)r� WPWS Op H,P.W.5. �Ar=4.7 PUMP WI:�erZ SL.3PPL.Y NO, I NO,2 cc c___ F I-INEAP, SLOT DIFFU5ER K �y I&S C-FM E-A. Qc W \N S. HWS, H07 Vl/&,T=-rz GUPPL.-Y �4.VQ.12. W07 VJ4:"rC-rZ Z=--rUZQ W. E. 2. WINLL C-X644US-r Tea-GrIs-ra-Z CL�=- ZC-C." 1= S r- rz F-- U S L 0 1 L. P I P I Q G -SUP104 Y 0/0Z R4=71411ZAI) F or -a DOWQ G&ITE VA�6L.Vc_ 4N+— CWL=Cl4 VotkLVC- FIRST FL ur'\ 0 R CORE PLAN SCALE: 1/4"*= V-O&l SON& ARCHITECTS & ENGINEERS SCALE: 1/4112 —oil &M 18Ile 41 DRAWN Y.: DATEMAY18,1981 lJOB NUMBER: 4, = -, I I CHECKED �BY: 0-1-1 1709 New York Avenue, N.W. 14% RtVISE D- S E PT. I I 119 6 A I I- Z 1407 Washington, D.C. 20006 TO WVW N * OF RYE NE W YORK STAMFORD, ONNECTICUT I "1�41P s ... � P, 0 Ox 14 DWI 7,rM _30-110O.N.S. �30 Z7r T IN7-A 5 C F M M� V. D. D. AT FLOOR HWO 4 R DN LI Fl) Hews R up > it � (4) 2.4 * 24ClD 4-" -U&W Hews P N C, 'V 10 o C-P m - co" 0, N64K 4-WAY T14 RC)W R, A, A114)�, _S aO 5?_�x 1'2 AHU -2 F, 0 F D, 54x14 0000 Gx4 W,E R.! 177-771 50 cFm F,DA F.*D AT 5LA13 A2� 44 A,44. (2) 18x 8 EXH. RE16- ro x �4E R W 50 C fr..D 'A T 5 1_ A e list C E4 �(2 0 UP& D N 260 CFM-EA, 448 F. D, K I?_x 8 Ac-'l 7 ILL_ Q I?_xG 9- (2) 10 AS TRM-iA)FEJC� I *AtVt DUCT�$ W1 I If 77" L F. Q, 14x 8 to A 8 TAM411pr: UCT AM 0 < I 1- 74:0 1 Ir F.D. I-- I k ZX 8, Al G YWIR - ZVWN, 2 %� 'fZR ?4x 1j� -�10/4 -,2 4x e I R A kN c. m 24 Y, 241 _Hrws �R' R� A A— 4, D, 16 4 V WN, (2)l 2_ x 8 co 24>(6_)�6 A. EXH,PEG 5 260 CFM EA�_ Vj F ED CIO 5? 14 R.A. '-AHU- 36 X2.0 UP 48x 14 UP 26 x?_O D N 2roxI4 UP :54�ha" x Wa" LOUVC-12 01Z S 4R OWN 7-#RY "ey Z"__6 L.0tivLEZ W/M'0.0. ,S6'3r20"0,A,,541PAtY DVC,77,,0_W* HEA 7'1 �16� 21 A- Z K 7714, C�ON,7 R04, 'C41V7,4z_Rj_PN,6aM- Ir 0 R c 0 hi -A 771,C C P" E E Doi G, M- 5 PA .......... I " 4- 4cA'77140,1V 'rl-11S ARZA -24.",4 24" 4'Z Y, 412 L.Ouvc-rz LOUVEIZ W m.c>. 0. IV 7- /46 Z45 f IV07-A55 M04JN7- 04JC7- K/OP/( <P, CEILIN6' -LOOR, 4. PZ)IWP PIP, F THIRD FLOOR CORE PLA 1\4 '10 Ei J. BOILER �VJ"P�L Y RE7-4/R/V ?!0t;jB0yE _—L06A V40-va- _P SCALE 1/4 1 0 t, RJAIOV7 1P11V6 6ENERALLY AbOVE' FLOOR"-:11 7PSMMOM S747=—Z —z S, AFTER IN-MAZZATION Or D41,C7, 01YOV.Ir 0y`Z'1Y1N6 CL0,rZD W17'1-1 1,0i;A6�C c3,,�,u<3% Prs-rcocy_ PENTHOUSE FLOOR' PLAN cLos,'uRzs zor�-i j`101:ES__,Y4A4 �I*Qoslc "R SCALE 1/4" 0" /41 F_ 4 Wlrl4 R 0 C X W_ 004- 'IAI,1�41L A T/ ON r� 14 4..', ibr=L�*r 0rp_lVr= SU77eZPLY (WA�SZA=_ Amqul'ezo) 4LUNAlWUV H000 V&L.VM VIZZ4,710Q ISCLWTOM F41EL PIPIN6 R 5'r0RA6E 7 A/VK rILL, AtTa W100,8RALOW 0lSc0NjWfzc_r SWITCH -41RIVS Mo"T<=z 0/ 4- 8 URNER WPP4 1,6S 0 R C 7 6,,--)Y4L--RA7-OR 641,PIOZYAND RET411?At- 46/110' PUMP MOTOR l=ZAMrz AWCHOMC-0 70 co�-JC12%70 PAO 541ppl Y e.�Rk:-raRn I-trAL28-Rs' "plQ0_Vi0E ALL 6,QLj1pA4_EN7- YvIn-1. CMQ-r2ll=UG&L F=AhNJ %suc"TIOW m all -rwictc cowcem-re P&= VA4.V4F,5 -I�JYIOHS'�OR A,5 DErxiaz4 �,spcclFmal, F�v2 f=,&w MOTOR 6,' CC IN S SdS FIE NV rD PI P//V 4 it Z Q V ]PA4,68 T klWI=PM*W rw t50L. PA�OS. OR 7�42C-40r=0 iSUPPOR7- HAIVaERS A.7'_7-A414CD"7-o:cr-141M;..' ROOF=, LS a/411 mmww vb,,L\/r= cowme<nOw To Ow'j lb, IN S 56 5, L 7' 7�PR C170R�0 PA-_AlZ4' P611y,(rS 4:>R Z-7e44- CoPpulz ANaLIE5 _�TPANA(Ma 71WO 4'R"'_A4I0lRZ A/40/%:�77,­ 4,7WIC14 C=W<Zmmlrm P&M -rL B4, C 14 0 Z 4� 9T 0 4��,M P 6 P_ f*2m_f=&mRi(=4, == (:;�urzm. 3/,/,, W. A_4Aff4E--:41oP CONAI..7 0_ 4,YR� 7-K. -440 k/ AZ7 Z UC -50Zll PL-UG )W "TMS Pcr4 A 'Orr 7 Y 4�4 L PUMP 0;.=74. I L, UQ11"T C0KJ1Dr_-QS& = 012& W Cl �S C 4, L M 0 0 1 THIRD FLOOR CORE PLAN SHEET NU "BER: V At 4 # Ifl 0- ARC HITECTS & ENGINEERS if -SCALE: 1/4" 11 - 011 UKAWN Y: L)Alt:,M T lt5jVt3l liv Numotw 1709 New York, -Avenue, N.W. Washington, D.C. 20006 SEPT 1. 198114070' 1 t: STAMFORul, CHECKED BY IREVISED' r"' CONNECTICUT tj j I I a i HEAT PUMP SCHEDULE UNIT DESIGNATION UNIT TYPE LOCATION AC-1 THRU AC-4 AC-5 THRU AC- 12 AC-13 81 AC-14 AC-15 TYPE A TYPE B TYPE "C z TOTAL AIR, C.F.M. 4500 3800 400 2 900 35 0 385 375 EXTERNAL STATIC PRESSURE, IN OF H 0 2 -31 3 /4 va yot FAN MOTOR H. P. ( NON OVERLOAD) FAN MOTOR SPEED, R.P.-'M. MAX. ELECTRIC SERVICE AVAILABLE TOTAL CAPACITY, ST.U/HR. 105/410 90,390 .13,380 74,610 7,130 8,890 10,900 SENSIBLE CAPACITY, BTU/HR. 101, 850 78,320 13, 380 70,510 5,840 6,990 8, 810 ENTERING AIR DRY BULB, *F. 80 80 80 80 78 78 78 z ENTERING AIR WET BULB, OF. 64 64 64 64 65 65 65 _j 0 0 HEAT OF REJECTION, BTU/HR. 142, 620 130,600 10 680 10 0, 0 6-a 9, 750 12,125 16, 490 ENTERING WATER TEMP OF. 90 90 90 90 90 90 90 L I EAVING WATER TEMP. 100 too 102 100 103 98 too POWER INPUT, WATTS 11,000 9,,950 1290 7900 760 910 1,100 EE R (AT ARI RATING) to- 2 10-2 10-7 11.1 10 .3 WATER FLOW, G..P.M. MAX. 30 25 3.4 2.0 1. 7 2.0 3 . 0 WATER PRESSURE DROP ACROSS CONDENSER, FT. OF H 0 2 7. 0 11 .8 4.5 6.3 1.6 3. 5 9. T HEATING CAPACITY 114, 850 119, 250 96,805 90, 340 9,400 11, 760 15, 190 ENTERING AIR DRY BULB , OF, 60 60 60 60 - 75 1 75 75 HEAT OR ABSORPTION, BTU/HR. 88, 120 88 520 1 1 , 180 65 530 7, OLO 8,440 10, 670 z ENTERING WATER TEMP., OF. 75 75 75 75 75 75 75 W r LEAVING WATER TEMP OF. 69 68 66 67 67 66, 67 POWER INPUT, WATTS 10,540 9, 800 1, 235 7, 240 8 20 1000 1 4 30 C. 0. P. AT AR I RATING 3.5 3 .5 3. 6 3". 6' ELECTRICAL SERVICE AVAILABLE 480/3� /60 480/30/60 277/10/60 480/30 /60 277/10/60 277/10 /60 277/10/60 MANUFACTURER F R I E D R I C H SERIES V- 113 V - too 803/012 V - 8 0 801-08 801 - 10 801 -12 REMARKS FURNISH WITH FLEXIBLE CONNECTOR5. DUPLEX 'F-LF-C.T. OD-4771111 0. PUMP SCHEDULE UNIT DESIGNATION P- I Ek P�- 2 P - 3 P-4 LOCATION PENT -HOUSE MECHANICAL ROOM OIL TANK VAULT� PUMP SERVICE CONDENSER WATER CONDENSER WATER HOT WATER, D I E S E L PUMP TYPE CENTRIFUCAL, SINGLE STAGE VERTICALSPLIT CA5E, HORIZONTAL SPLIT CASE SINGLE STAGE CENTRIFUGAL C-E NTR IfU,GAL.,. S, I MLE -ST A G E, VZ RTI CAL 'SPL IT: 6 A,$ I- DUPLEX TURBINE, -OPERATING WEIGHT, LBS. WATER FLOW,GPM 750 750 -Z-4- 1 0'0 "G, R 14", w TOTAL DYNAMIC HEAD, FT OF WATER 75 144 '75 z PUMP SPEED, RPM (MAX) 1750 1800/1200 4 7_3' 0 'f 75 0 5_' cr DESIGN EFFICIENCY,% (MIN.) 78 U0 DESIGN PRESSURE, PSI G Er W N. P. S.H. AVA ILA BLE-, FT. OF WATE R_ a_ MOTOR TYPE OPEN DRIP -PROOF OPEN DRIP -PROOF __0P_EN DRIP -,PROOF -EXPLO51ON PROOF �0 MOTOR SIZE, HP NOMINAL 20 40/-15 6 0 2 ELECTRICAL SERVICE AVAILABLE 480/3�/60— 480/ 3 � /GO- 4-aol,3 6o- ONE ADDITIONAL SET MECH. SEALS YES YES 'YE:s COUPLING GUARDS YES YES YES GAGE TAPPINGS SUC. a DISCH. FLANGES YES YES YES W .VIBRATION ISOLATOR TYPE CONCRETE INERTIA BASE W/SPRING FLOOR ISOLATION MA SON RY MIN,STATIC DEFLECTION, IN. 1.0 1.0 IMPELLER DIAMETER, INCHES 9 3/8 PUMP SIZE, IN. X IN. X IN. ..SERIES BELL a GOSSET 151'0', 5"BB PACO ENERGY MISER 401,5-5 BELL a GOSSET SERIES 15103,2Y2"B , REMARKS P- 2 STANDBY 'A LT E RNA TO R. III PACKAGED BOILER SCHEDULE UNIT DESIGNATION LOCATION M. E. R. �PENTHO USE �y BOILER T' PE [OIL FIRED.. HOT WAT ER TYPE OF FUEL MAX. FUEL CONSUMPTION GALLANS PER HOUR INPUT, M'BTU/ HR. GROSS OUTPUT MSTU/HR. UNIT B. H.P. BURNER MOTOR H.P ELECTRICAL SERVICE AVAILABLE L-LINE SIZE N.P.T. HOT WATER OUTLET, INCHES HOT WATER INLET, INCHES FLUE OUTLET, INCHES ILWATER -CONTENT, U.S. GALLONS OPERATING WEIGHT, MAX. LBS. REMARKS,.* BRYAN VVATEI? TU5F_ 61 HYDRONI C SPECIALTY SCHEDULE UNIT DESIGNATION EXPANSION TANK NO.1 EXPANSION TANK NO.2 SYSTEM SERVED HOT WATER SYSTEM CONDENSER WATER SYSTEM LOCATION PENTHOUSE MECHANICAL ROOM PENTHOUSE MECHANICAL ROOM OPERATING WEIGHT, LBS. 1170 760 ASME COMPRESSION TANK 100 60 CAPACITY GALS. 100 60 TANK DIMENSIONS, IN. x IN. 2 01/4 x 82 16 1/4 x 761/2 TANK FITTINGS AIRTROL ATFL-I AIRTROL ATF-16 PRESS RED PRESS RELIEF VA LVE COMBINATION STAINLESS STEEL I SEATS BRASS BODY CONSTRUCTION STAINLESS STEEL SEATS BRASS BODY CONSTRUCTION OR ESS RELIEF VALVE SETTING PSIG 30 30 CAPACITY GPM, (MINIMUM) STEEL STRAINER (REMOVABLE) STRAINER FREE AREA, SQ. IN. (MIN.) loop, j%%qjjj#l§ Of SHEET NUMBER: 7,z.% LONDON LEEDS/LARGO CONSECO/ DMJM SHEDULES RO E YAL EXECUTIV PARK ARCHITECTS ENGINEERS Vd� M�6' %-.'k. *S DATE: May, 18'1981. JOB NUMBER: .r DRAWN BY: 1709 New York Avenue, N.W. TO WWW N OF RYE NEW YORK STAMFORD k'0';kONNEk'0";"l"lCUT Washington, D.C. 20006, CHECKED BY: REVISED*SEPT. 1,19811, 4070 -1 -1 . a lip r1r.141W WOOD W/ FOU12 FAN SCHEDULE UNIT DESIGNATION F-I F- 1 2 F-3 F-4 F, 5-- AIR HANDLING UN IT SCHED ULE r -00 ELECTRICAL TOILET PENTHOUSE OLJ T,51 0E I K AREA SERVED ROOMS ROOMS ROOM 103 MECHANICAL RIV. J0. E. ROOMS UNIT DES16NATION AHU-I THRU AHU-12 PENTHOUSE PENTHOUSE PENTHOUSE ' 1RE147-HOUQGf-7 UNIT TYPE, TRANE, TORRIVENT LOCATION ROOF MECHANICAL RM MECHANICAL RfV MECHANICAL RM',M,E`CHA,Nf,1CAL RM SAWD, 515-CUIZE LOCATION ROOMS 1069�2069308 LJ Wel­= 7=1f ST44C14. FAN TYPE POWER ROOF UTILITY POW=-12 P-001= PROPELLER V-n--L I --r Y 120s-220,320 W-r. 4S PSrz coo' FAN WHEEL TYPE &DIAMETER CENTRIFUGAL CENTRIFUGAL C If U (G 4k L 2 4 1 F 0 G A L� OPERATING WEIGHT LBS. 300 fG G4. CAR r-L&.SWIQG -S DRIVE TYPE BELT BELT BELT 5 E L T 114!x 4" x 5" CLIP 4QGLS -r 'd) W TOTAL AIR,CFM 1400 3195 3950 384-0 A 0.7 0 0 0 DESIGN AIR ACROSS COIL9 C.F. M. .1080 WSLOSO 0 57404 4 TOP 0 OF &QQLIL&rZ sea- 4rzcw B c4lw"r =w6s z TOTAL STATIC PRESSUREON OF WATER 3/8 3/8" 3/8"� Ap ENTERING AIR TEMPERATURE OF, D. B. It W. 55 FAN SPEED,, RPM 940 450 498 7 6­5 EMPERATURE 0 F 1/4 It &QQLL&rZ MUS ENT/LVG. WATER T 180/IGO FAN SHP AMAX.) .283 0.62 1.01 N 0 W W COUQTE2F=L4SW cr. FAN OUTLET,-V-ELOCITYt FPM ( M AX.) 1681 2080 0 0 TOTAL CAPACITY I B.T.U. /HR. 819000 W FAN TIP SPEED FRM (MAX.) 4065 WAT E R F LOW s G. P. M - I*AX. 8.1 SOL7 "TWIZU ZOTTOM FAN ZMOTOR HP (NON OVERLOAD) 1/3 3/4 1.5 3 0 PLA,79 OF AWWULINTZ (=WF- 4 0 0 0.5 JOISTS E-4,SIOS OF ST4CV-. b PRESS -DROP ACROSS COIL. FT. OF H2 '120F, cworz 0 or- J 0 1 STS, r ELECTRICAL SERVICE AVAILABLE 120/10/60-, 480/30/60- 430/60/3 4- ,,3, �.06 0 WATER. I . 4 (=W6kQQEL W/ 1/2"DIA, OPERATING WEIGHT, LBS. 320 320 NUMBER OF ROWS 2 4LL 7WT21!!4,0 SOL�TS. 1/4�/ �< 3"x 5" AUGLE (Z SIDS5S) ROOF OPNG. REQUIRED IN., i IN. 161/2 X16 1/2 -2 2:" X, 23, If WELO TO CW4k1WSL5 AWO I!I q I CONNECTIONS 2 /2" (SAME SIDE) (6 COMPANION CURB MODEL No. BOL.TSD UW092. 0 - TOTAL AIR, C.F. M. 1080 W .5 -E 160tLIEZ r-AkQ F:L-txII,,4G5 to"I.O.'.1549 TWIC14 -0 *To S 0 SL404 120k4 ST&CV- ,MOTOR MOUNTED DISCONNECT SWITCH,_ YES y c "y' -S- E S =14 SlAw4kUST "BIRDSCREEN YES YES_ N-0 EXTERNAL STATIC PRESS, IN* OF H20 0.90 O.S15ESTOS ELECTRICALLY, INTERLOCKED WITH .--IN-FAK-E L, WRS.", -A. C' . U N UTS z FAN MOTOR H. P. ( NON OVERLOAD), 3/4 WC-LD STAC14170 F�LI&W,GE, OPERATED, BY T'STAT IN RM 109 T'STAT IN RM 103--.PENT.',N..1VSTA 14 �T FAN MOTOR, SPEED j R. P.M. MAX. 1647 150ILS2 OU71­97. 9/8"t r=XWk.UST s7=e- FL.4,wGra. REMARKS.*. 7 A C M E' PENN VENTILATOR TRANE CO. TRANE CO. 7 A C'M'E-- DOMEX 138531 IS FC 18 FC ELECTRICAL SERVICE AVAILABLE soL: 480/30/60 L REMARKS LMQ<5Tii4 AS Z90'0 0 ZOIT70M 1/4" It WE LOZ-0 70 COOLING TOWER SCHEDULE' SAND MEDIA WATER FILTER HEAT EXCHANGER CLIP 4aWGLas r1zzeq'z:,) 4�QUL.ILb-2 2IQGI sacurdesv W S LO 00 70 S X W &US7 -rc joisTs Z routz comwie-res. UNIT DESIGNATION COOLING TOWER UNIT DESIGNATION SAND FILTER UNIT DESIGNATION COQS 70P rZiQG. lot/ LOCATION ROOF LOCATION PENTHOUSE MECHANICAL ROOM LOCATION PENTHOUSE MECHANICAL ROOM ST4.C14 4 4AWWUL,:srz ziwcz, SYSTEM VOLUME GALLONS 2100 WATER FLOW9 GPM 7WR/COND. 750 4kLL 4620UWD. TOWER TYPE EJECTOR E SIZE, INCHES 40 FLOW RATE, GPM NOZZL 5, OPERAT,ING WEIGHT, LBS. 119890 HORSE POWER I OPERATING WEIGHT9 Lbs.- 28-25 w MIN. RATED CAPACITYTONS 250 PUMP ELECTRICAL SERVICE AVAILABLE 480/30/60 DESIGN MANUFACTURER BALTIMORE AIR COIL z WATER FLOW, GPM. 750 MODEL No. ENTERING/LEAVING WATER TEMP, OF 85/95 MAGNETIC STARTER----- REMARKS: ENERCHANGER cc 132/72 UX-216 - HP - 155 uo AM431ENT TEMR,OF DB/OF WB FUSED STEP DOWN TRANSFORMER PUMPHEAD REQUIRED, FT OF WATER 1 44 PRESSURE SWITCH W 0- AUTOMATIC MOTORIZED VALVE ACTUATOR OPERATION OUPLC-X OIL-rI24,&JS1=rw2 PUMP 4"F(LL t,- *2"S0UQ0tWG �k`4,LLZ No. OF ELECTRIC IMMERSION HEATERS 2 CAM TYPE TIME CLOCK S=-Ir ow =IQcI2c-"r9 Pl&= IQ LNE W/ \N4.T92TtGW7 w/-*4 aswes tollo.c. w-rw wAys ow Or- W&LLS. 0) ­KWt E 9 FUSE PROTECTION M4,QWOLS SWCLOSLIZ9. L6C41IJG CAPS N x, 7'-ro 7 bV514 or. LC H TERMINAL STUP - J 24" x -Z4/ w 4" OEE P Pizov) oa- w/ Two - G'- G" W 10G x 4'-0" LouG 3/4"s-TL 'F 14� a W 4 Ae W 2f/2" Vr=Q-T LIUS. SEE P&rZ-T 4CCSSS cz,,�Wc, F*Ac. tcove2s sc--r w W&LLS T=LUSW w/carz&cfra. Pooviors 4!'PILL 4 2" STICV-IWG -rwis c)wd. FjTTiwGs tfj 411-rwicIlIc AMBIENT TEMPERATURE, OF -to OPERATING WEIGHT 560 W 77 C-OWC. P,1h,0 (Z4"x 24") U Loll_ iSTOMAGS T4�WI14 BASIN TEMPERATURE,OF 40 DESIGN MANUFACTURER BALTIMORE AIR COIL lv�- k &5V. PIQ. GZ&01M. — f 1O,0(::f0 G&L. r6l',�14. �y ZG�-4 0A./G) ELECTRICAL SERVICE AVAILABLE 480/3/60 MODEL No. IWF-180 ISSCE VMTAlL. 7WIS =W*<3. — ------------ t"O OIL SUP 4 OCT. REMARKS: III L I I I I C04.4/MAJ r -1 I-1wis-S. Siam P&MT U) 5- ?"WEEP WOLSS -Y- PS;z sloe- W PRESS.GAUGES PLAW, m4is owd. ELEC. WATER c-­1 x ZG- 4 "4LO4/45) 4,Q<SLS6, < LEVEL CONTRO VJ101FL070 TAW14. $15IT 'TAW 14 IQ COW (Z. WPILS GOSSW 70 Ir 4�'x 4"x Ve 4's ar t-1.5 45 1 BALTIMORE 1 71 ------- =a! --ES 7: 7- Z: DESIGN MANUFACTURER AIR COIL 50 4" LOWC2i. c e- c) S 4-/,e cr L --- --- 0S ----- J 1809- 821 .�UIDPLY#, Vc-TU2Q :TI 5 zT" 200s w/ 1"40 OIL SUPPLY couc. 04 PIPES :j;", #, ZRTU211IIJ LIQF-S S&2S-1211o.C. �w UPTO Pa�.ITWS. SOTIT. 3 11 COY C-1Z. 1(:2,- o" T V -a UNIT HEATER'SCHEDULE 2-71- 4�1 1 OU PLS% OIL TQ4NQSFt-Z A PUMP SIM7 OU MASOM42Y U If%4 - U 1­4 - OZ LJ UNIT DESIGNATION B&SE 0)jTbhQV­ SES 12 S"r Fm LOO rot Fzl�rz%,T 1--Lcotz zVz'IvSu-r sisr-curzac-cD AREA SERVED V�STISULS VIVS7115ULS M Q r-> \/I S W 70 ZWCL0SUr2R- FIZAM15m. TE2MIQA-rr= 91 4,5v. (30. 0 UNIT TYPE C&ftl QS1r cjW5tWW`1r P2010't-LI-91Z FArZ0f=r:r1.LI!52 a E -r4. i L, W/ vew-r 015CW14racarc (9 MOUNTING TYPE 2ecrWSSc-= Q r= c a 69 rw 0 Is c 4t�. IL- ES P I -rr 1 �4 G. - LOCAT 1 0 14 C91I.-twcal CL21LI kj(a VSCW. rem. MIMCW.rem. E2 TOTAL AIR I CFM -rws ow'(s. Ale SsPwz4km*r2 owz"Pipm 10110 15011-MIZ $'T4,r..14 - sam ta-w!­, z VENTILATION AIR, CFM supPcmm 4 ax P. -r&ww_ we 2 sc-=- oc­rwL OW OW�3 WE M -S. EXT. STATIC PRESS., IN, WG. r U. FAN MOTOR HP(AMPS) 1/30 FAN MOTOR SPEED RPM 1100/900/700 tfoo/0�001-roo ISISO I 1�50 TYPE 'OF COIL I5-LSCTrzI9= MLISC-TZIC ML9CTP-1C WLSC721C HEATING CAR BTU/ HP P4,27 f= I rz S"T ;:LC0fZ PL4NJ Z HEATING COIL, KW. 4 4 . . ... ............ ..... . N, M. za�,x BOO BcC) BIC) 1 0 r 4. DUCT TOTAL CFM C�- = 6 j 1, 1 1�1 ELECTRICAL SERVICE AVAILABLE 4S0v./tfqb/rp0, 46OV-1301(oOry Z777V,1I01Co0- -277V,/I4)/(-0- M U P P L M- rp- ;:A. DUCT W ril­ X H 0 T-, WAT ER., G -P M M-MrWracz. GSW* 48"-A 14" -7wrzow &w4y 'TWIZOW,�M&-f` TYPE W 55*5SAMS 727S rzG iIZE W4,LL -rc WaLL IbI (SaL. COL. oil_ GIEW. GWILL6,GS 0 ca ALUMINUM FAN WHEELS cn -p PUMP NJ F - w EXTENDED CONDENSATE PAN 1 1/t"O Pipe sup;-owrs R- 4 W1 12"x t2ox Y4� WLCEV4,701Z REMARKS 7 2, C.�. W IT124.Q0 CWZ0M4.L0x IS p &P-r L S4(�o SO -0a M4C,615=0 - 0 U �4 -04 -05- LLJW-04-09 4V'x 14"P 41 DUCT Ow. Q07c-: SEE- ISWT. We M-6 Rorz SeCTIOW CU7. 2(2�w T4" M x 1`4. DUCT-// M c -T I c� Kj -z SHEET NUMBER: ov, 0 F N 0 LONDON LEEDS/LARGO CONSECO DMJM *-A, @0 '-40%, �p% P L.&. M S C H E D U L E S 4' DET4.1 LS % g Lu,- ARCHITECTS & ENGINEERS a IMP DRAWN BY: DATE: May, 18,1981 JOB NUMBER: 1709 New York Avenue, N.W. REVISED: SEPT. Ioq8i 4070-1-1 STA&MFORD, CONINE"'TICUT Washington, D.C. 20006, CHECKED BY: J TO WWW N OF RYE, NE WWW YORK oil SEE CIVIL' DWG. FOR CONTINUATION -34 4-4- L -4 -Z� -00 jzkol�v OWH 4N'5 TO, t,51r, 1�j =i 6p rl + 4 'A NOTES ALL STORM DRAINAGE AND WASTE t7 IT _0 PIPING BELOW GRADE SHALL BE FINK 3 E T?2T RUN TO CLEAR FOOTINGS BY 12M. 1'-0" MINIMUM. 4 a At i ed- 4L L -I r -/-NA� Hi��i 010 r- r- C/ - 16, 6, 0 �4 6 H T 4' fj lx� -T-P, UL F ki 4y F, cto; - WA,,-vTF- Ll F 4!1 WM�TIF qF N (T 4" WAOT V 4 v. -n Z. WAOtTi I lm, 4 ig :�u HOVE c.0t4NL,, 1 1, 4 6rAR PIPE fzdi�7EIZ' UP TC;l Fl- ---- -------- C 0 R E,"- PLA N CORE PLAN FIRST FLOOR SECOND Ek THIRD F SCALE: 1/4% 1'-0" SCALE: 1/4"= I'-011 LONDO'N LEEDS/LARGO ;CONSECO DMJM ROYAI FXFr-,.l ITIVF. ARCH ITECTS & ENGINEERS 1709 New York Avenue, N.W. TO WWW N' OF RYE9 NE W.W YORK STAMFORD, CONNEECTICUT Washington, D.C. 20006 4� WA,5-17G 4!' \j 1- rt- m � pl� I A n I n I =_­r, 7_ **-M U F7 V� T 9_�, L P-1A H J�l 9 0 W 1W �Obbj tilt? 1/01 f TY P Y2 A19 �r, L-Ak;2. _r y to-Z fp- f 7- (T Y VAT It 4! V. rv,_, L 'rill E L C-CT F­ t C tt( l4c-0414 HOT WATER 95TAIL) 4 ZuTuep S" F Vo- 1j, 4 —TEP—HINE-7 ARD L_06,,�klE ' 60TA-OLF pqgF_ 7UMfO ANC) lj�:t CON'rZ.OLLfRa AQD P24�VIPF_ W-1611p UFPO�ZT M, F—EqUIREP, )OR SHEET NUMBER: FIRST, SECOND.a THIRD FLOOR A�- G 0 co -za� C>lo CORE PLAN' -clfll 4m I 1/4"= SCALE P"6 DRAWN BY,:A G. �DATE: MAY la 1981 JOB NUMBER: 410 REVISED CHECKED BY: A.B. 4070-11711 SEPT ItIW man' , 1 1 1 ' f7 lj L s } YUD D CF 3 I a I i X i m TO &YeT 5 M VA LY C- I&I OTI�F.-,L FLATF L "710 PT 1; 6 L 10 4oz?.. IT141wT ..0 ��-7TANPFIF5 wqxr :Z7 FL, 71e e:;TP-W.L., AtVoI401Z P,09 �is rF-e7TF-6-T,0�4 WAT6V. Oiv-' �# WATM ?I PS b'' 6,,ImEc-H-J41NT CvUPPLY �4z f P. PETA I L, A A L.. A r, tH e, H 5C L VA L\J 6 All 4 'All .1k -H LOW T<, WA 0 F195.: puHp V0, 4" VVATF-R MF-TEA 4 is GATE 'VALVE y (-r,y P) (-3) it. �k, 'b -V 6�.- J- b. j�7� �t �a is 4 JI Tu A 4 DRA PLAN 24' DIA, STF-EL MAN HOLE C.OVER AND FRAME IJ, STL. ER 4 T -Y P) SEALANI (T"f P) r. R AV F- L--�' SECTION. A A ?-112!1 15PIAMC-5E WATER METER 81 VAI VE PIT No D ETAIL TUILRA�EAV R5144, SCALE: NONE AiiMCST L,5AP, M4 NITH J�04>FlSllgq- ZILIAL. oor- 4y WAT9,lz 'HIMIL V 0 Wr '6TA V. S SV. r, - - 04'f " N -c7 T R - U, C, T 1 > t4 -AMP -Arzc;� VEOT THIZIJ IZ040F, UNION doyp) 6�&Ujg 6-Typ-)� -3/4 ff-" 5 67tp Lso5 -qj�qj:;,c-rz NTL)= 4pU?e,0E-r AAk**T WAtA, ?i0l?- 0 J&44Y *roHr. C�3 4�aof rw� A, ot-T -f W9 4�;,Wk" ,�f 'rvAfF lop V4 Ho-r WAT02- H AP to, - -NAT T415: jol/v-o VMF "l. AUT40H^6eAiA.'� *,rAm-.T rt��CAOf VA &"61ATE-VALVE *51s) -fIA5 1��YlvTet-f f:14�u-o o"W oto FI01 AND 00 L 2 �5 4.,TANY. *AAl.,L- AUTg00ikTl4,AL.V*Y /v*rgPFp AT 05; F�eoj f� 4,mv AIN rlizv- fl"IF �T WATM. 64kk. re 5i, THE F�OW 6 !TCH *NP THF- FIKE FUMP"45., C,::PNTr,4-;i-L P. OHALL -ALL�� 6-0t4NeCTP-0 -THE: c., TK �e, 12ZAIN wo� OLTSPIPe. Of= E3LQ5T. _71 'I ON ILL CqEor. V&VF. A 0 1 1 KOq, 0 4-001 6�0*,L,9. N, (-4ew Nor5 A k 3 IN, 00*- 4- #00 'N 4) 0 D. lyi 101, 00� �d 0000 Awl 000'F' '00, 0000000 400 0000P loll, IN. IN" "N t 000000' j /V\ IN, N-1 V, '24 IN" IN IS, 211 <1 IN, V4, nit IN, FO IS, p" it N, I--, V 2� F. > + <1 It pit 911 + I V, 311 Sit 000000 oe It It C)' 4-71 1/j it 0*100" 00� N%0111' 2P� 1900 09 -A0 4000� 0 P-12 40 6 Ell N, 2! C" 0, 20 �-rs t4 op i 4v OOOOOF 0 0 14 mr m SH NUMBER: 0*0 CORE SANITARY, WASTE 8t LONDON LEEDS/LARGO CONSECO DMJM '*-' 11 AY' AS4 ROYAI EXECI I ft f '��e'- fp I 1K VENT ISOMETRIC PIPING A Sj' SCALE: NONE ARCHITECTS & ENGINEERS Ao --F p 1709 New York Avenue, N.W. !DRAWN BY: W. JOB NUMBER* % DATE: MAY 181 1 gel #' A*' TOWN OF RYE NEW YORK !1 0 R jl�' zJ3TAMFORD 0 SS1 EVISED CONNECTICUT Washington, D.C. 20006 his$ -ED BY:A.B. 4070 CHECK SEPT 1, 1981 C,00TWU 14)H, SEE 00 2! 0 0 a/4! Is % 0 000�-- 0000 10 0 A/11 74 0,000 100,00 000 00 000e 0 001� in i A m 2 1 FLIA FL UOW VALVE(TYP) P-1 A �`Illt otoml-r— r4VNm ale" lu DRAWN BY: W.G. DATE: MAY an 961 JOB NUMBER: 1709 New York Avenue, N.W. D 4070-1 CHECKED By:A.B. Washington, D.C. 20006 REVISN -1Z.1"'Giag 3 a 2 %'p SEPT. llj� 1981 2 , cSTUP 4 CAP -A 44PVC-40 cokiourr SLr=F-Vr= oowm Broll 15SLOW r-lu. (32&09. (,=OP- =,Y7-,6AJT10AJ 0�= Ar41-f41ZCF 13.2kYl-00P) -N + 2 - 4"PVC - 40 COWDU ITS 4 2 3SLOW FlUISPED 3240S �r-02 r-UTU25 13.24V P21MAZY LCX:)Fz r-c-soc-2. STU15 4 C4P 7MLSPHOWS N 116. 2 )4W,` N4,,a7T-- tz I W G 5\VI7C-'HlQG C5Ur!>-05j'4\Tl0U FRI 'SYMBOL,,'Ll sT 0,� 2-,,4� FLUORESCENT LUMINAIRE Ox4' FLUORESCENT LUMINAIRE INCANDESCENT LUMINAIRE, miLiNG MOUNTED, DOWN LIGHT (RECESSED) ()4 INCANDESCENT LUMINAIRE, WALL MOUNTED (:H WALL MOUNTED EXIT LIGHT BRANCH CIRCUIT HOMERUN TO PANELBOARD ARROWS DESIGNATE NUM at.R'OF' CIRCUITS SLASH MARKS DESIGNATE NUMB9R'OF- WIRES WHEN MORE THAN TWO MIN: CONDUIT 3/4- AND WIRE SIZE* 12 A.W,�. MIN. UNLESS OTHERWISE NOTED. BRANCH CIRCUIT CONDUIT CONCEALED INCEILING SPACE OR WALL BRANCH CIRCUIT CONDUIT CONCEALED IN FLOOR SILAS OR UNDERGROUND� BRANCH CIRCUIT CONDUIT EXPOSED CONDUIT TURNING UP CONDUIT TURNING DOWN -T- TELEPHONE EMPTY CONDUIT, MIN� SIZE I- T HOMERUN TO TELEPHONE CLOSET, MIN, CONDUIT S IZ E 1 1/4 TELEPHONE WALL OUTLET, 18"A. F F OR AS NOTED TELEPHONE FLOOR OUTLET DUPLEX RECEPTACLE 20A,2P, 125V, GROUNDED, 18- A,F. F. OR AS NOTEDI'� RECEPTA C L E 20A, SP, 120/ 208,,, GROUNDE D, MOUNTED 48 A �F. F. G- RECEPTACLE 20A 2P, 25OV, GROUNDED, 18"A. F. F. R EC E PTA CL E 30A, 2 P, 125V, GROUNDED, I B"A. F F, FLOOR MOUNTED RECEPTACLE 20A, 2P, 125V, GROQNOED S SINGLE POLE 20A, 120/277V TOGGLE SWITCHj4'-O'A,F,F� $3 THREE WAY SWITCH, 4'-0 4 A, F. F. SK KEY OPERATED SWITCH 4'-O"A.F.F.' sm MOTOR RATED SWITCH WITH THERMAL OVERLOAD' PROTECTION MOTOR. (NUMBER DENOTES H.P. RATINGJ MAGNETIC STARTER NEMA SIZE "0" U,.O,%, DISCONNECT SWITCH, NON FUSED, 30A,3P,60OV, U�O.N. COMBINATION MAGNETIC STARTER,NEMA SIZE "O-ANO 30A, ��P, 6OOV, NON- FUSED SAFETY SWITCH U.O.N. FIRE ALARM STRIKING STATION,4�-O" A,F. F� @ FIRE ALARM GONG WITH VISUAL LIGHT, V-6"A.F.F. Q= ELECTRIC PANELBOA RD 277/460V ELECTRIC PANELS46ARD 120/208V G FIXED TEMPERATURE HEAT DETECTOR ITI DRY TYPE TRANSFORMER RATING AS NOTED SMOKE DETECTOR AIR DUCT SMOKE DETECTOR FURNISHED 6 INSTALLED BY MECHANICAL CONTR-ACTOR WIRED BY ELECTRICAL CONTRACTOR ORQ JUNCTION BOX SIZE alTYPE AS INDICATED ANWOR AS REQUIRED BY N,E�C LIGHTING FIXTURE TYPE ALPHABET INTRIANGLE DENOTES TYPE ON, SCHEDULE SINGLE LUMINAIRE LIGHTING' STANDARD OK3 TWIN LUMINAIRE LIGHTING STANDARD r Q, CRUCIFORM LUMINAIRE LIGHTING STANDARD l LOW 1-6\115t. LIG4-rIWCm 00", AtZ* ABBREVIATIONS A,F F ABOVE FINISHED FLOOR A A iC, AMPERES INTERRUPTING CAPACITY A or AMP AMPERE CLF CURRENT LIMITING FUSE DWG DRAWING 0 ISC. DISCO.NNECT SWITCH MS.) E C. EMPTY CONDUIT E.W � C, ELECTRIC WATEA,` COOLER F, A, FIRE ALARM R D. GROUND L,T. G. LIGHTING M,H. MOUNTING HEIGHT NA,C. NOTIN CONTRACT N �T,C , NOT TO SCALE PNL,l PANEL TEL� TELEPHONE U, 0, N. UNLESS OTHERWISE, NOTET W, P� WEATHERPROOF �42, !.,.-r PUMFO =CQ KIMC-ri OW -JUWCTIO�J 15-6A AlQP PLUG. 0 1 k, 6, �o Af, v 4 �e j A -A t IN' 0, > /7 y- -I % 7 x v ,, A ,4 A 'Ap, I, 4 -z- . .. ...... X S C"T t2l C otx L. Is 17 So P L. 4N NJ SHEET NUMBER: *%!o or- NE19 00% 1 0*0 G P 00- 0 .-4 400 AY' 0 ;p DON LEEDS/ LARGO CONSECO DMJM CJ **R� SLSC721C*."it�L'31"TE j:, LON ARCHITECTS & ENGINEERS VIA LU ROYAL EXECUTIVE PAR K =n: ��M;-Qz =Tot 41 % DRAWN BY: 'DATE: MAY 18,1981 JOB NUMBER: Oi o *-.0. 3 It 1709 Now York Avenue, N.W. �90 REVISED*SEPT. 1, 1981 4070 -1 -1 TOWN OF RYE, NEW YORK STAMFORD, r;`6 0 N N E C T It";W T Washinoton, D.C. 20006 1. 5 CHECKED BY: 14a W W W W %%s I , I 04 DUPLC-54 OtL 7re&N4Sr-9fZ PUMP 2 - 1/2 �pl 48OV.1 34 009 I ALL I I-,,,- ' I - i i f I I ?see MME ut 1 arc'NOTIEW12 r-Ilac- PUMP T1 42 UA MEW 10 14W, 480V. 30 UOM: SMS DC-TWLS OP PlY"rUP-S JOC_L-. PuVP -rlNjG OCA/m ow 0w'<2 we 4-4. MOUKI 44SOY.- 4 DO (7YPI C4 e- AzM-P 4LL 7t;kALff 7,e0044Z a/4�Pj 4ac>V. + 4�4U - t I E -P 480V, :5 Z/4 '7 77' IA-6 mamwt - a IA 't AIC-11 I L 1'4'� tO V-;7V, 48OV.,'50 �Wlkllc-ll ou rzec VIN 5LOG OUTLIkJC- ZOWES SQG��4vc-o ;z-b Vz'196 PiLot LkS PAWEL W/ lbLACld EUAMEL FILL. (r4A4Pt=-ZAZ00Ar) ZONE N2 I SYSTEM ZO # --------------- ------- FIRST secMio -n4lito PLOOR pri-004 ZONE mt I Lcomw 7ypm Locy- wt-rw V-Sy opmfz4T90 SWITCUS.s. -rwo (2)'SeTs o;:-- V. t-Y.S. zu WW179 OW SL6,C14 C-WG-lZ&VS= �E—: L E V 4710)�--J c,4 F=lrZS b,'LAC2NAlll 2! 61, 0 1 Ac** Qd 4k m ISC-L= cXz-l$l.WlNjG Qec--93 �407 W4-rE-rz W944-Mv- L 0 r5S Y SWI ac) I AK- 10 Vl�- F F=IZC- &,,L-4,5ef%A SYS L0UmG r=LC-V&70rZ R.S.S. mc-CH. zm A —In M 10 15-T9 10V-W, 4-SOV. a4) r 204.) TYPIC&L, 1=012-rWO. L SML ALL S/4 W, 480V- 34W ft W-WA 480V., Zc� WC4A10.) j j i C FL &/Off.) S f 5 S h 9 S %STj'0OWQL)GWTS C4WOPY Z24C49TS 1A41C4A10.) :&Qc)py c,&Qoply se4c;m-rs wo Sc&Lc- 0 T F-- 45NVITCHaS *,5\%,llTc-H I—eGi$ Pov-. 7 L U4 U5 UC --- J-L I 00L.000 F P.L. 40. NJ SHEET NUMBER: or- NEw NDO'N LEEDS/LARGO CONSECO/ DMJM A? - co .0 ARCHITECTS & ENGINEERS VOL. DRAWN BY: LCL ��Vo 1: DATE: MAY 18,1981 JOB NUMBER: 1709 New York Avenue, N.W. "'49. 3 .'V 41 TOWN, OF RYE NEW YORK 51AMFORD CONNECTICUT. Washington, D.C. 20006 CHECKED BY: WI)m REVISED:SEPT 1, 1981 � 4070 -1 -1 PM 3 am I J4Q. C-1.05.- 'z H - I \\f X,6'H x 514"TH IC-r- PAtJeL- HP2 5 L'2 -274 "m t,z A C- iov_\W_ MFCH, rzc�om,&_ 7 o ie_% �5 01 48o Y� masl=�I a MOUNT1 QG 7-YIDICA4. CO�Z IL L 1 LV LP" SLSC. ZM. SUMP. I'ZOl208 B014W. 225 AMP. MCES 401/04 E.G. 2" FLEX. 31 1 I 'r 1 - 40 to V_ low_ 1014 20 020 *20 1 OZ .3 rzLZCPTS #, 'Spb'rzes HOT WANTSIZ w 6Ak_rF_=m M&fw cifec. i5rem4w-em I Rewrwouss suzr-. t'20/208 100 4*Col llf 20 1 Re'C./ Wg&,T T4ps# C1462GE2 �54�14W. t.WP. M.G. rZLS�(. 4 — I SPA�ca 4 Pmovlz=�ms- MCS 150 :5 MAW cifec. eML SLEC. SWI50 P-M. SUM;: t2o/208 too 4 1*ro IV2" loz I *z 30 G95 V_ 20 1 e:merzG.'L-rl(:s, myl-rs SU 15 gdtO LUGS ;=012 54)j4W. AMP. e-G. FLEX. G C05 14 zo I 'TEL19. IZM - 2 CC PIMS AkLbIZM swi-rcH MC-15 Hr-" ELeC,SW'150 2M. SLIQ!P. '277/480 100 4'*G, ill 7 15 12 r4 V_ 20 t SX76TZ102 LIGHTI&JG- a J�j 4w. AMP S.G. W I E'LeC. SW'130 2M. SURF. 777/480 2?5 4*3/0, -21/-Z" 34 8 4(:�� 14 V_ 120 1 LIC*W71W<3 WTd UWITS 50,4W. AMP. L=.G. 1414 70 .5 45 YVA Xr-M la (,04 VEL "4. 1 14 K, 14 V_ 20 5 Z)UPLC-X OIL PUMP 4 1 SLeC. SW'SCi IZM, lau2p:. 277/460 2293 4*5/0, ZV2" 120 1 weA-r Pum P Lim i7s Pwwi Dia sue- Paso Lucas WP 115" (SPLIT ?_,U6 PAWELi_ 5,0,4W. AMP. Er.G. 2 12 144� ZC) 5 A/C'U�J-f,7," "01115, IW "HPIA' ek FESO PWL."WPIW \V/4:�X,o A'm P. 3 P.) X.C�' 144 40 :5 A/C UQlT Q0.11 1 EAC H 1-aw.* TI 004) t4Y. 20 HeAT PUMP UWIT�$ 14 Y_ 40 �5 AIC- Llw IT 140, 1'Z 14 K, IZO '5 '5PAw_r-_ "HP2e' SLEFC.SW'150 2M. SL12P. '2'77/480 Z?S 403/0, I 4 H`S4`T PUMP'LIQITS Prawtoe sum-perwo Lucas "WP2V' CSPLir F!;.us PAwei_ 50,4W. AMP. e.G. I - 14 4Y, 40 A UUf7 IW "9P2A!4 PEEP NL."PPZS'� P. tpp. 7 lz - c, 1- 2 144/ 20 B 4/c Uwl_r SUB-PES0 LUdS IW "WPSA" 'TO F E 6 0 PM Ll. W F-1 3 S". 1�441T -pump UNII-15, 14-Y_ 4-0 a A/C UQ I T \lPw#f PSWIrwouse 5URI:. *2'77/4aO 225 4*4/0, 12V-2" Z 72 T4 V_ 'Zo 1 ZOIL152 6 VE 1 0, -Z lPwUqT Tralp Opmlz&-Tec� L=.G. X14. r-4w Two 14 V_ 20 a mmcw. equip FAWS ETC. SECT. 1 14 t4 40 �404_rstz - t4)4 eio 3 115 iV4 'A'F-M2 (P4A.16L 11L.PH) - T4 ie '70 13 PUMPS 4 1414 100 a sp4cm 0,PMOVISIOWS, - t 44 1-785 a PUMPIP-S H.2#1 19LEC. CLO$01T SUMP. 277/480 '225 4*3/0, -2" 33 5 39 14 V_ '20 1 H 80, 4W. AMP 94, 14V_ '70 a 4. s v-v Y'P m ra (Axl� "L 3, "T I Q G Fl TLIZE, I TYPE M A fQ U f=4C"rLj IZF JZ C4_rAlL_0G we L4MPS 2 IM, M 41 Q! 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