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HomeMy WebLinkAboutConstruction PlansV* Mr. Perry Pg. 3 Drawinos-for the Electrical Contractor. to reverse the panel - boards in the closet walls, facing them out into the living (Bed Room) spaces, to make more room, ofcode.req.uirement dimensions. We believe that this can be accomplished without having to re- wire major portions of the Complex. Item #9: This item addresses the -requirement s for separate ele- ctrical circuits for -appliances, etc, in the building. Items such as disposal units, dishwashers, refrigertors, etc., will require separate circuits. We show in our:Panelboard Schedules some of the circuit breaker arrangements- for appliance circuits and lighting circuits and power circuits. Since the panelboards are now existing and have some spare spaces in them, we will be able to reuse most of the existing circuit breakers and re- arrange them in the panelboard. Some additional 'circuit break- ers will be necessary- to serve the HVAC syste.ms and other ad- ditional loads in each living unit. W-e discussed the use of "piggyback" type circuit breakers -being used. -where panelboards have a shortage of space. We deci..ded that this would be a good way to solve the problem, and be able to reuse the existing pan- elboar.ds. The installation of new panelb.oards, just to gain one more circuit space would be very expensive,<and "piggyback" breakers are used extensively in most localities for. remodeling projects. We did not revise the panelboard shedules. to show the use of "piggyback" breakers, but we. did put a note on the Drawings that the panelbcards could be wired in this manner. We put a note on the Drawings requiring the Electrical Contract- or to extend two spare circuits from the Panelboards, into the attic space for future use. We discussed this matter in our meeting, and determined that the circuits (one 12/2 with ground, and one 1.0/3 with ground) be extended into the attic. Item #10: item #10 addresses the need for mechanical ventila- tion of toilet rooms. We have indicated on. the drawings, for the Electrical Contractor to furnish and install in each toilet room, an exhaust fan complete with a switch and ductwork with a weatherproof cap outdoors. These ar-e indicated in'each toilet room, public and private, on the Drawings. Item #11: item #11, indicates the need_ for non -absorbing type floors and 4'-0" wainscote in each public restroom. We will refer this requirement to the Architect for incorporation into the Architectural Drawings. Item #12: Indicates the need for access doors to all bathtub piping. We will, as above, refer to the Arch:�tect, the need for putting in access doors to bathtub plumbing walls. Item #13: This item indicates the need for GF! type power out- lets in bathrooms, kitchens (within 6`-0" of sinks), and out- side the building. We have placed a note on the Drawings, and the Specifications indicating this requirement. This ends the Check List furnished to us by your..office; dated January 6, 1992. We hope that the above comments will suffice and meet your needs in a final review of the Drawings. Mr. Perry Pg. 4 As always, we have enjoyed meeting with you and your staff. We found your comments and assistance very helpful in understand- ing the meaning of the Building Codes. If you should need additional information, or if we can help you in any manner concerning this project, or any othr project, please feel free to call on us. We feel that a complete under- standing of our mutual problems in getting our work to conform with the Codes is essential to a safe and healthful environment for College Station. We want you to know that we enjoyed the meeting, and that Mr. San Angelo was extremely helpful in making all of the points in the check list clear. Please extend to him our thanks, and again I want to thank him for the copies of the new City of College Station Energy Code, and the forms for applying for membership in the Building Code Officials Group that we discussed after the meeting. rely y urs. l liam H. Ke Lett, Jr. PE RA Encl: Detail of Lint trap Copy of Notes put on Dwgs. Mr. Coy Perry Building Inspector City of College Station College Station, Texas 77840 Dear Mr. Perry: KE+L � CONSULTING ENGINEER OFFICE:.806-OAK (409) 779.0809 HOME:'1000. ESTHER (409) 822.4851 BR`IANt, TEXAS .77802 January 25, 1992 RE; Meridian Apartments Phase II Texas Avenue.@ Redmond College:Station, Texas This letter is being written in response to our meeting of Jan- uary 22, 1992, in which we discussed...the Meridian Apartments Mechanical and Electrical Work. As you will recall, we: met to review the Check List of items that ne.ed-ed.clarific.ation or for major changes in the Mechanical and Electrical..Drawings and Spec- ifications. At the time that we, met, the Specifications had just been completed and -the Drawings for the Mechanical and -Ele- ctrical Work had just been,.delivered to you for review., and Mr. San Angelo had examined the Drawings and.had submitted.a Check List to Jauregi Architects showing some changes that needed to be made so that the Work indicated would.meet the Code require- ments of College Station. The list wassubsequently delivered to Keliett Engineering, the engineers for the Project. We re- viewed the. List, and the Drawings, -and -to be sure that we under- stood all the comments, we asked fora meeting.between-yourself and myself, in your office. This letter is to -indicate to you, as I promised in the meeting, .the changes that we made to the Drawings and Specifications to bring them up to Code Requirement prior -to releasing the Documents for, Bids: We will go thru the - List that you sent, Item by Item, so that a logical discourse can be made: Item #1: This item addressed the nA for validation of -the eng- ineer's seals on the Drawings. We have signed ;and dated the seals on all of the mechanical and electrical sheets (211: sheets). Item #2: This item concerned placement of power outlets for. servicing the air cooled condensing.unL at each cluster of air cooled condensing units. This is a Code requirement. We have indicated, on the electrical drawings, the location of the GF! type power outlets at each cluster of condensing units. Item #3: This item concerns vacuum -break 4 ng devices to prevent back siphonage into the'.public water sup:ply system thru the hot water heating system piping. We have made a note on the drawing at the water heating detail concerning the placement .of anti - siphon vacuum breakers being installed in.the piping system. Item #4: This item indicates the need for flue vent- sizes being shown .on the Drawings. We anticipate that an alternative type Mr. Perry Pg. 2 water heating. system; employing a domestic ,not water boiler and some hot water storage .tanks. We have placed a no.te..on the. Draw- ina, near ,the . details .of the watgr heating system, indicating �- the requirements for showing, in Shope Drawing form, the details of the alternate hot water heating system. We will require that the system meet all. Code requirements.. This. letter will assure you that we will not approve a system for the building that will not meet the. Code. requirements. We will be unable to show the flue sizes until the alternative, system _has been. selected and shop drawings hwe.been, submitted for approval. You will be del- ivered a set of the Shop Drawings. Item #5: Concerning relief valve discharge piping. We have made a note on the DRAWINGS that, all piping from .Temperature and Pressure relief valves shall be pipe.d,.ful.l size, from said valves to the outside of the building walls, and terminated with a 451 elbow, pointed downward. Item #6: This Item indicates the need for a.LINT TRAP for the laundry rooms. This lint trap was ommitted on the original.Draw- ings. We did not show the.waste piping for the Laundry Building since the building's plumbing: system was existing, and modifica- tions to the system would be necessary in.the remodeling.of .the Building to incorporate.the, Laundry.Room. The piping must first be located, at the jobsite, and then the re-routing of the waste lines will be determined. At that time',.. we. will need to show where the Lint Trap will be installed... We. will show a Standard Detail of a Lint Trap on the Drawings,. so that the Plumber will know what he is expe,&cted to furn,s.h and install at the job. Item #7: This Item concerns "E.lectrical Strip Heaters" in the HUAC units. We.discussed this with you during the meeting, and it seems that we di.dn't make it very clear o.n the Equipment Sch- edules, that all of the HUAC units were Heat.. Pumps, and that the heat strips were only emergency heat strips that will only come on if there is an emergency condition., such as failure of the refrigeration system in the heat pump .m.echani.sm. As yo.0 may recall, we showed the heat strips being connected to circuit. breakers in the Panelboa.rds. This is.confusin.g since it.implies that we are using resistance heat. Resistance.heating is not allowed by the new Energy Code of College Station.,.. We believe that we have this item c.lari.fied, and that the heating will be all done by.heat pump type systems.. Item #8: Panelboards located inside. closets. This was an over- sight on our part, and partly a misunderstanding .on our part since the panelboards were already existing. We should(; have known that there was not enough room for the pla.c,ement of the. panelboards in the closets in the first place. Since the panels were in the closets, and had been there for the life of.the Apa- rtment Complex, we assummed that they were acceptable., and. used them in place. We, after discussion with you, have decided, with your suggestion, to reverse the panelboards in. the, walls and make them face into the living spaces would be the best idea and the most economical way to solve the problem of making room for operating the panels. We have made a special note on the WILLIAM H. KELLETT CONSULTING ENGINEER Ms. Shirley Volk Plan Refiew Coordinator City of College Station, Texas Dear Ms. Volk: OFFICE: 806 OAK (409) 779.0809 HOME: 1000 ESTHER (409) 822.4851 BRYAN, TEXAS 77802 April 1, 1992 Re: Meridian Apartments Phase II Fire Hydrant Layout for the Meridian Apt. Complex The Meridian Apartments, Phase II, will require installation of two (2) additional fire hydrants. The new fire hydrants will be located on the Apartment Complex Site as indicated by a prev- ious Plan Review that the City of College Station did a few days ago. The Drawings, including a Plan and Profile Drawing of the fire hydrant installation are now in preparation by our engine- ering office. The Drawings will not be completed until tomorrow (April 2, 1992), due to some additional field work needing be done at the jobsite. We are working on this project as a priority to meet the dead- lines. This letter to you is to assure you that the information on the forthcoming documents will meet any criteria that the City of College Station requires. Thank you very much for your kind consideration of this request. William H. Kellett, Jr. PE WHK: b 41/-g2 ✓��vo-r :� ��0�7. 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TAPPING I 11' 1 -1 EXISTING D.I. WTR. LINE 0 Z� Q LU BLDG. EXISTING 6 EXISTING 6- W LINE O TRR ))LINE �� \ w ct N NEVI/ FIRE HYDRANT PLAN 'B' SCALE I z 201 LU uj z zx Lij W F- z < L) a: M Lu w z 0 U— 0 0. CC 0 0 uj -1 < cc) "t,""yL': LFUFRAL AtO "C-ET RECEIVED APR 910 PATE I-SiNGLE PAN AND PROFILE -FULL LINE lvr MEDYW PRINTED N U.S.A. 0 VD LEVEL DP OF CURB 15" MIN.- 18 MAX. GROUND LEVEL OR TOP OF CURB 6 M.J. GATE VALVE W/ VALVE BOX 7 CU. FT. CRUSHED ROCK OR CLEAN GRAVEL<--- _ 00 NOTE- FIRE HYDRANTS WITH M.J. AND A.C. PIPE SHOES ARE FURNISHED WITH STRAPPING LUGS. 24" SQ.X 4" THK.CONC. 3MIN. SLAB (TYR) 5„ MAX. - # 4 BAR o z VALVE BOXY w 'w (TYPICAL) V ! /--- M. GATE VALVE-----,_ - M.J. TEE WITH 6" BRANCH 6" M.J. 90°>� ;', M.J. TEE WITH (SEE DETAIL I-F) t� ANCHORING BEND 6 X 13 M.J. �� , ; 14 ►, •A ;, 6 BRANCH 6 M.J. GATE VALVE ►. ffn anw/ VALVE BOX (SEE DETAIL I-G) ANCHOR COUPLING•.• •'• ►►►* ►*,. (SEE DETAIL I -I) �►''' ► > (SEE DETAIL i- F ) O O .• i� }'� • T } , , O O O O �� r�►r �► „; O __ r r `� M.J. ANCHOR COUPLING 6tt M.J. 900 ANCHORING BEND ,.f.<t=" , ► 6 (SEE DETAIL, 1-G) 1 CONCRETE BLOCKING (VARIABLE LENGTH) 4" THICK CONCRETE (2000 PSI) (DO NOT PLUG WEEP STET HYDRANT ON (SEE DETAIL l-I) BLOCK OR BRICK HOLES WITH CONCRETE) 4 THICK CONC. BLOCK OR BRICK DETAIL: I —A DETAIL: I—B DETAILI I-B 6x 13" M.J. ANCHORING COUPLING (SEE DETAIL- I -I) TYPE I M.J. ANCHORING TEE (SEE DETAIL: I- H ) 6" M.J. GATE VALVE & BOX �:IW: 41 zr!ll i=iii 6" x 13" M.J. ANCHORING COUPLING (SEE DETAIL: I -I ) TYPE 2 STANDARD M.J. TEE (SEE DETA L' I- F) 6" M.J. ANCHORING COUPLING (VARIABLE LENGTH) (SEE DETAIL- I -I)) -t- ♦- DETAIL: I -A SCHEDULE SIZE (in.) A DIM. (in.) B DIM. (in.) WT* ( Ibs.) 6 x 6 8.0 8.0 125 8 x 6 9.0 9.0 175 12x6 12.0 12.0 325 16x6 15.0 15.0 615 l8 x 6 13.0 15.5 670 *DOES NOT INCLUDE JOINT ACCESSORIES DETAIL; I — F STANDARD M.J. TEE M.J. FIRE HYDRANT NOTE- WEIGHTS OF ANCHORING BENDS, TEES, AND COUPLINGS INCLUDE WEIGHT OF ONE SPLIT GLAND FOR TEES AND COUPLINGS AND TWO SPLIT GLANDS FOR 900 BENDS. M.J. FIRE HYDRANT 6" M.J. GATE VALVE—'o" '-6"x 13" M.J. ANCHORING & BOX COUPLING (SEE DETAIL:I-I) TYPE 3 DETAIL: I — E FIRE HYDRANT ASSEMBLIES INTEGRALLY CAST SCHEDULE SIZE (in.) A DIM. (in.) B DIM. (in.) WT (Ibs) 6 x6 8 10.75 125 8 x6 9 11.75 175 10 x 6 11 1375 250 12 x 6 12 14.75 325 DETAIL: I—H M.J. ANCHORING TEE 4" THICK CONCRETE BLOCK OR BRICK (2000 PSI) 15't MIN. 18" MAX. • 0'- -t,t - - -- -- - - M.J. FIRE HYDRANT FIRE HYDRANT LEADS LONGER THAN 18 FEET WILL BE CONSIDERED AS MAIN LINES & ANY CITY OF COLLEGE STATION APPROVED PIPE MAY ► ;► } J� BE USED.il P. .►� 44 j �► ►,� ► D , ► ► l �. 11 i'. 11 x 3 M.J. 'AN C^H R COUPLING (SEE DETAIL' I I) DETAIL: I—C TYPICAL FIRE HYDRANT 2.50" ROTATING Rif SCHEDULE SIZE (in.) A DIM. (in.) B DIM. (in.) WT. (I bs.) 6 15.5 10.56 100 DETAIL: I — G M.J. 900 ANCHORING BEND INTEGRALLY ROTATING CAST GLAND) RING ��— —; 2.5r SCHEDULE SIZE (in.) L DIM. (in.) WT. ( Ibs.) 6 13 70 6 18 85 6 24 100 6 30 115 6 36 130 DETAIL: I —I M.J. ANCHORING COUPLING GROUND LEVEL OR TOP OF CURB 7 CU. FT. CRUSHED ROCK OR CLEAN GRAVEL CONCRETE BLOCKING (2000 PSI ) (DO NOT PLUG WEEP HOLES WITH CONCRETE) 611 M.J. GATE VALVE WITH BOX M.J. ANCHOR COUPLING 4 ( LENGTH AS REQ'D BY PLANS) (SEE DETAIL: I -I) M.J. 900 ANCHORING BEND (SEE DETAIL I-G) z InJ apQ F- O�� ��w 0aw v azz a -; w J 0- M.J. ANCHOR TEE ON WATEF 4• A I k I w it O w 0 H) M.J. ANCHOR COUPLING I1-I1103'1) TO 611 VALVE (SEE DETAIL: 1-I) SET FH. ON UNDISTURBED EARTH IF POSSIBLE. IF NOT, SUPPORT TO UNDIS- TURBED EARTH. DETAIL. I-D SET HYDRANT ON 4" THICK CONCRETE VERTICAL RISER DETAIL FOR FIRE HYDRANT LEAD BLOCK (2000 PSI) FW L NOTES: DIVIDF�D EARTH FREE OF ROCK, LUMPS, &CLODS DING 6 SHALL BE PLACED BY HAND & COMPACTED D THE CAST IRON PIPE TO A DEPTH OF 12" OVER THE TOP OF THE PIPE. 2-ALL CONCRETE BLOCKING SHALL BE 2000 PSI. 3-ALL THRUST BLOCKING WILL PROVIDE A MINIMUM OF 2 SO. FT. OF BEARING AREA OF CONCRETE ON UNDISTURBE SOIL, OR AS DIRECTED BY THE ENGINEER. 4-ALL PIPE WILL BE LAID SO AS THE ENTIRE BARREL WILL HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL & FIRE HYDRANT. 5-WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE CENTER LINE BLOCKING HAS REACHED 1500 PSI. _ 6• ALL GATE VALVES TO BE: a• "0" RING TYPE WITH NON' RISING STEMS. w b • MECHANICAL JOINTS COMPLETE WITH GLANDS, BOLTS t.—PAVED STREET c• OPENSKETS. COUNTER' CLOCKWISE (LEFT) CURB & GUTTER ----,A 2 d• FURNISHED WITH 2 SQ. OPERATING NUTS. e' ALL BOLTS & NUTS TO BE STAINLESS STEEL A304 '^ 41 OR A316. - 7. ALL FITTINGS SHALL BE MECHANICAL JOINTS, UNLESS ±tLi 1'-6" OTHERWISE DIRECTED BY FIELD REPRESENTATIVE. 8-FACE STEAMER CONNECTION TOWARD NEAREST CURB OR STREET, UNLESS OTHERWISE SHOWN ON PLANS WATER LINE--'3' OR DIRECTED BY FIELD REPRESENTATIVE. R.O.W. LINE—� 9 6" M J GATE VALVES TO BE RESILIENT SEAT TYPE CENTER LINE_ cn �---PAVED STREET w cr CURB & GUTTER----4k 121-011 5t 6tt 6" WATER LINE' 5'-011 R.O.W. LINE DETAIL: I— J FIRE HYDRANT LAYOUTS 10•FOR FIRE HYDRANTS WITH M.J. OR A.C. PIPE SHOES, STRAPPING LUGS ARE FURNISHED AS STANDARD ITEMS II. IF DEPTH FROM TOP OF OPERATING NUT TO TOP OF VALVE BOX EXCEEDS 5'-0", THEN A VALVE STEM EXTENSION SHALL BE REQUIRED. N0. 1 REVISION W 'O nCCL STATION ._ vote /g �L _ WAiER DEPARTMENT APPURTENANCE SHEETS SCALE" NO SCALE APPROVED BY DRAWN BY JLR DATE: NOVEM13ER 85 SHEET N0. FIRE HYDRANT DETAILS IW7 6 1- 3 11 3 1 1/811 6 /411 WV7ELD L 1/2 If D IA. REINFORCING RODS In n n n n n n n n n n n n n n n n n n n n n n n n 900 MITRE WELD I" STD. WT. PLAIN END PIPE 45'0 MITRE WELD A m ��i 7 2 11 (TYR)- -2 If( TYR) TO.R , u u u j u /-E L- 1/4 1/2"x 2 3/4" DIA. MACH. BOLT WITH HEX NUT (4 REQUIRED) 6 3/ 8 W- (SEE DE IL 7-C) TABLE OF DIMENSIONS FOR VARIOUS PIPE SIZES A B C D E 11 -1 1-3 5/8 11 21-6 5/811 41-611 3 1- 11 of -6 811 11-2 5/8 11 2 1 -25/8 11 4 1- 6 If S- 10 1/8 2 11 12' If- 7 3/4 If 2'- 10 3/4" 4'-61/811 31- 6 TAY1 211 .16'1 If- 11 1/4 If 3'- 2 1/4 If 4'- 6 Ild' 31- 5 1/41' 2 11 2d 2 1- 3 1/4 If 3'- 6 1/8 4'- 6 1 /8" 3'- 2 318u 2" .2421-71/4 If 3 1- 10 1/4" 4'- 6 1/4" 2'- 111/2 If 2 If -3 1 1 3/8 If 4'- 4 3/8" 4'- 6 1/4' 2'- 7 1/4" 2 If t3m6"" I 3 7 1/8 If 14'- 10 1/8" 1 4'- 6 114112 I- 3 3/8 L - 2 %W511m. Law,w 114 31-011 t t to---t MIN.* I El NOTE: 1. PIPE GUARD TO BE PAINTED IN ACCORDANCE WITH CURRENT -SPECIFICATIONS FOR PAINTING STEEL CARRIER PIPE. 2. PIPE GUARDS TO BE INSTALLED AT CREEK CROSSINGS (ONE AT EACH END), SO AS TO PREVENT UNAUTHORIZED PERSONS (CHILDREN) FROM WALKING PIPES AND FALLING iNTO CREEKBED OR FLOODWATERS. DETAIL: 4 - B PIPE GUARD DETAIL STRAP PIPE TO PIERS, PROVIDE 2" WIDE x 1/8" THICK HDG STEEL BAND WITH 2-1/2 11 x 12" ANCHOR BOLTS WITH NUTS TO ANCHOR STRAPS. 3000 PS.I. CONCRETE 1*4 BARS, 12"C-C EACH FACE 4,� NATURAL GROUND 14 - # 5 BARS VERTICAL IN EACH FACE (EQUALLY SPACE0 1 1 36'1 1 �v no 12 It RE M. J. 10-91 3,-0" MIN. * IN GENERAL, DEPTH SHOULD EQUAL OR EXCEED HEIGHT ABOVE FINISH GRADE. PIERS TO BE DESIGNED BY A REGISTERED PRO- FESSIONAL ENGINEER. DETAIL: 4- A m�� CONCRETE PIER DETAIL 1 1/2 I PIPE FRAME (WELDE ) 1 1/2 fix 3 11 6 6�8 CURVED FIT O.D. PIPE OD. CARRIER 2 PIPE 1?-1141 2 11 x6"x 3/8" fL'WELDED 1---� DRILL 2- 5/8" DIA. TO EACH END HOLES EACH END TOP VIEW DETAIL: 4-C PIPE CLAMP DETAIL SELECT MATERIAL (TYPICAL) 7777L- Bd 12 MIN. W",� �� t - N��W- 8 " MIN. / 12" MAX. CLASS D EMBEDMENT (N.A.S.Pl.) 8 FLEXIBLE BASE PER bDHPT ITEM 2481 SAW CUT I MIN. GRADE 1, TYPE A, CRUSHED STONE EXISTING PVMT. ..,2�1 TYPE D" HMAC PER EXISTING GRAVEL If MIN SDHPT ITI:M 340 0 9 n� A 6" FLEXIBLE BASE PER !76 F it _,,------GRANULAR MATERIAL (SAND) SDHPT 248, GRADE 1. ABOVE EMBED. COMPACTED TYP TO 95% DENSITY BY ASTM TYPE A, CRUSHED STONE D2045 PIPE GRANULAR MATERIAL (SAND) O.D. ABOVE EMBED. COMPACTED PI PE 0. D. TO 95% DENSITY BY ASTM EMBEDMENT CLASS AS D2045 REQUI RED DETAIL: 4- D GRAVEL DRIVE PAVEMENT REPAIR (N.A.S.R 1.) EMBEDMENT CLASS AS REQUIRED DETAIL:4- E ASPHALT DRIVE PAVEMENT REPAIR (N.A.S.Pi.) PROVIDE SAME ANCHOR BOLTS AND STRAPS AS PIERS 3000 P.S.I. CONCRETE I DETAIL: 4 - F PIPE ANCHOR DETAIL PIPE EMBEDMENT (MANUALLY CONSOLIDATED TYPICAL TRENCH B T 0 IMUP AT OPTIMUM MOISTURF NOMENCLATURE L ��-P (SEE NOTE 2) (SEE NOTE 2)-c7"7- (SEE NOTE 2)X777 7=7-z77,l(SEE NOTE 2) IDAf% 1=11 I B d -Bd B d --ad (MANUALLY CONSOLIDATE 12 12" MIN. I 12" MIN. MIN. 2" MIN. on a 0 # AT OPTIMUM MOISTURE PIPE It #4 AT 10 QC. LIGHTLY COMPACTED �EMBEDMENT D 6 MI NE 01 PIPE ZO PIPE .0 3000 # CONCRETE + (SPA E BY LIFTS INTO (SPADE BY LIFTO ARCH W/ REINF. 0 "o Bc/2 PLACE TO F ILL ALL Bc/2 a 1 INTO PLACE TO 00 -- VOIDS AROUND PIPE. PI RE 1�(SPADE A r;: T .4 S DING (MANUALLY CONSOLIDATE T FILL ALL VOID lk� AT op,rimum MOISTURE.) MANUALLY CONSOLI AROUND PIPE. D j DATE.) Bc Bc Bc x (SPADE BY LIFTS INTO Bc/8 OR 4" MIN. (TYR) Bc/6 OR A" MIN PLACE TO FILL ALL 8" MIN./ 12" MAX. IkA AV7 VOIDS AROUND PIPE. 8 " MIN./ 12" MAX. 8" MIN / 12" MAX. MANUALL ' CONSOLIDATE.) 8" MIN./ 12" MAX. CLASS C CLASS 6 CLASS A MODIFIED CLASS A-1 EMBEDMENT EMBEDMENT EMBEDMENT EMBEDMENT (CONCRETE ARCH) (N.A.S.Pl.) 'N.A.S.Pl.) (N. A.S P I.) (N A �-*l P 1.) CITY SPECIFICATIONS WS. 304.0 MATERIALS FOR EMBEDMENT - KEY. A. SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION. 9. GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEETS THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCEN7.' PASSING No 200 SIEVE 15 MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. D. CRUSHED STONE, FINE GRADATION (RIGID PIPE) OR PEA GRAVEL (FLEXIBLE PIPE ) CRUSHED STONE OR GRAVEL CONSISTING OF DURABLE PARTICLES AND MEETING THE FOLLOWING REQUIREMENTS PASS�Nrj 1/2 If SIEVE 100% PASSING 3/ 8 If SIEVE 80-100% PASSING No. 4 SIEVE 15-60% LESS THAN 2% PASSING No. 10 SIEVE F. CRUSHED STONE, STANDARD GRADATION CRUSHED STONE CONSISTING OF DURABLE PARTICLES AND M E ETING THE FOLLOWING REQUIREMENTS: PASSING 2" SIEVE 100% 90-100% PASSING 1 1/2 SIEVE 35-70% PASSING 3/4 SIEVE PASSING 3/8 SIEVE 0 - 15 "/o 0-5% PASSING No. 4 SIEVE LE.JS THAN 2% PASSING No. 10 SIEVE G. C-01-ICRETE (FOR ENCASEMENT, FILL OR BLOCKING CONFORM TO ASTM C94. THE COMPRESSIVE S7FRENGTH OF THE CONCRETE SHALL BE AT LEAST 3.000 PSI AND SHALL CONTAIN AT LEAST FOUR (4) SACKS OF CEMENT PER CUBIC YARD. (SEE NOTE 2), (SEE NOTE 2) al ,T---Bd Bd 2000 PSI CONCRETE EMBEDMENT CLASS-i FOLYWRAP (FOR D I.R ONLY) -�6 MIN. AS REQUIRED MIN. Bc/8 09 4 CRUSHED STONE *4 13ARS SPACED SUCH STD. GRADATION THAT PIPE WILL NOT )NLY) ,H (DEPTH VARIES FLOAT OUT OF' PLACE 14 MIN. AS PEQUIRED BY WHEN CONCRETE IS PLACED ENGINEER) Bc 7Bc 8" MIN./ 1211 MAX. 8" MIW / 12 If MAX. CRUSHED STONE FOR TRENCH STABILIZATION CONCRETE ENCASEMENT PAID BY C.Y. ACTUALLY PLACED) (PAID BY C.Y. PER TABLE I NOTES: 1. FOR MINIMUM AND MAXIMUM TRENCH WIDTH, SEE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS. 2. AT THE CONTRACTOR'S OPTION, IN LIEU OF SHEETING AND SHORING OR OTHER PROTECTIVE MEASURESiTRENCH WALLS MAY BE SLOPED BACK FROM A POINT 12" ( MIN.) ABOVE TOP OF PIPE. (Bd IS TRENCH WIDTH). 3 CRUSHED STONE FORJRENCH STABILIZATION SHALL BE "STANDARD GRADATIONj. AS DEFINED IN CITY SPEC.WS.304.0 F IT SHALL BE PAID FOR PER CUBIC YARD OF ACTUAL QUANTITY ORDERED AND PLACED PER OWNER'S FIELD REPRESENTATIVE. 4. CONCRETE ENCASEMENT SHALL BE MEASURED AND PAID FOR PER TABLE I FOR THE LENGTH OF ENCASEMENT ALONG THE CENTER LINE OF THE VARIOUS TYPES OF PIPE INSTALLED. APPROVED FOR PERMITTING: 0 AS NOTED ON PLANS 0 WITH ATTACHMENTR 0 WITHOUT ATTAC�-01r-NTS By DETAIL: 4-G EMBEDMENT DETAILS TYPE OF PIPE SIZE 1.) I B(d Hx�-) MAX C.Y. D. I. P PV.C. a A. C. 6 6.9 30 12.1 8 9.1 32 14.0 10 11.1 34 ;6.0 12. 13.2 36 18.0 14 15.3 38 20.0 16 17.4 40 22.1 18 19.5 42 24.2 20 21.6 44 30.6 24 25.8 48 30.8 30 32.0 54 31.6 D. 1, P. 36 38.3 60 44.9 R.C.C. P 24 27.8 52 34.9 30 33.9 58 42.3 36 39.9 64 50.0 42 41i cl 71 59.5 TABLE I CONCRETE ENCASEMENT QUANTITIES C.Y. PER 100 FEET) N 0. REVISION DAT T- CITY OF COLLEGE STATION vo ulxr,w WATER DEPARTMENT APPURTENANCE SHEETS SCALE; NO SCALE APPROVED BY: DRAWN BY: JLR DATE; NOV. 1985 1 1 i EMBEDMENT, PIPE GUARD, a PIER DETAILS SHEET NO. W. 3/4 ►IPPW.C-t` OrL "!!TI046 - WCCPMA, M ROOD. Myok-e` or 0" � �� �+sr+c 6. can�'n"`•s���•cl� f�+•+ �i ��+`I�wr�" r�`"�r�r+o� � ✓{�� I + Ct��' .- --_---__- - - i4' Mara eJ�x riTaNC prv>s _ ___ _ VL�-7 . � ✓mac 1 T, • �,J ' �� t.- 4 12 5a- 9- 6 Tyr, GJ� �«� ��"T'Fil� �T�IL � Tl'� �=ll� I75T `\• 4`` I t � �� �ti p r *� �'� 8 i 5 3 5 7 to ry 2'7 5 ��� NfYViP - �,o;� �. i 11—, �� _ /c �r''F� -� 5.-r,�V = �8� 8;- '$1� . 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FT. 32'-6' 26'-4' a cn m PROVED FOR E ING: AS NOTED 0 L i WITH ATTAC M ITS I WIT OUT AT .CI °�NTS = DATE PLOTTED 1/18/91 FILE NAME AGGIE-22 REVISION DATE: 1/17/91 l SHEET: 9 OF I I I I I I I I I I I I I I I I I I I I I dl �-ou B UILDING�N� WULMN�'('R m 1 MRST FLOOR PLAN I I I I I I I I I I I I I I I I I I I I I I SCALE 1 1/8" - 1'-0" I I I I I I I I _J I I I I I I I BULMNG 2 & 3 FERST FLOOR PLAN ULDDNO m 2 KkvO vS TV BULMNG m I SECOND FLOOR PLAN SCALE 1 1/8" - 1'-0" ULDNG m 2 APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS ❑ WITH ATTACHMENTS 13 WET UT ATTACHMENTS By Date.�.(5�, G # } [BUOLIMNQ tt 2 Fla 3 SECOND FLOOR PLAN a A sL 41P�� 1 W Z C, O ® r r I o m I o N 0 Lo 10 o r 0zw �® z �o !00 O r w H cn DATE PLOTTED 12/22/90 FILE NAME AGGIE-7 R�ION DATEDATE 12/18/90 12/22/90 SHEET: OF .a I/ O [BULMNQ 4 MRST FLOOR AN SCALE, 1/8" - 1' -O" BULMNO 8 MRST FLOOR PLAN SCALE, 1/8" - 1' -O" IBULMNG 5 MRST FLOOR PLAN SCALE, 1/8" = 1' -O" --J ��I -7s �( - ��� `r tea►4 1BULMNG4 SECOND FLOOR PLAN. SCALE, 1/8" = 1' -O" BULMNO 8 SECOND FLOOR PLAN SCALE, 1/8" - 1'-0" APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS ❑ WITH ATTACHMENTS ❑ WITH UT ATTACHMENTS .e DATE PLOTTED 12/22/90 FILE NAME AGGIE-8 REVISION DATE, 11/22/90 12/22/90 SHEET: a OF r ---71 ---i I 66 - —� r-----------� I I I I I I I I I I I I I I I I ES-3ULD[lNG 7 F � R S�-- T FLOOR P L A IN SCALE, 1/8" = 1'-0' [BUILDING 8 F[l R,ST FLOOR PLAN SCALE: 1/8" - 1' -O" Ill 0 �E NoC6� $ui�fli�IG to NOT CART C) or (j) REQI,IL+"T �o{C 'RRMIT, BULMNO 7 ,51ECOND FLCO OR PLAN SCALE, 1/8" - 1' -O" APPROVED FOR PERMITTING: O AS NOTED ON PLANS ❑ WITH ATTACHMENTS ❑ WITHUT ATTACHMENTS BY � '•-tip_ Date � IBULMNQ 8 SECOND FLOOR PLAN SCALE, 1/8" - 1' -O" SCALE, 1/8" - 1' -O" LA v L 5 DF QLDGS. Z)l�/-\LCi I/O - I —lJ Z)l_.HLC i 1/ d = I —V To Dt f7cps7NC�M�N�• z DATE PLOTTED 12/22/90 FILE NAME AGGIE-9 REVISION DATE, 11/23/90 12/22/90 SHEET r� C: l0 ,wfl Il NFEWNNII I [IME, EAST ELEVAT�ON ELEVAMON SOUTH 8 ttT, plll� L��O� ;�--;FF CF [ Nkq"* �F=l BULMNG 2 & 3 EXTEMOR ELEV,-/�T9ONS i APPROVED FOR PERMITTING: AS NOTED ON PLANS O WITH ATTACHMENTS ❑ WIT OUT ATTACHMENTS By Date ,� M 0 r i co N (" I N t tD d N OD L- V) W L z H F V) Qi N r� -') DATE PLOTTED II/24/90 FILE NAME AGGIE-II REVISION DATE, II/24/90 I k iJ �r SHEET = 7 OF 0�y NORTH ELEVAT�ON BLDG. I N 11 = mmriii;�� i �g� IMBI m � 101ME111101M COMPOSITION SHINGLES ON 300 FELT and 1/2' CD PLYWOOD OVER NEW TRUSSES 2 x b WOOD FACSIA W/1 x 4 TRIM -- I x 12 WOOD TRIM CONTINUOUS AROUND BUILDING NEW WOOD COLUMNS W/NEW METAL RAILNG PRIME and PAINT W/EXTERIOR GRADE ENAMEL REPAIR and REPANT EXISTING DOORS and FRAMES AT BALCONIES REPAIR OR REPLACE ALL ALLUMINUM WINDOWS WOUTH ELIEVAT�ON [BLDG. I & 4 EAST ELEVATQ ON[BLDG. I o 4 MON IIIIIIIINIINII' � � iu -- _ _ _ _- - IIIIIIIIII _�IIIIIIIIII IIIIIIIIII—' F=7 IIIIIIIIII Jim r APPROVED FOR PERMI-fflNG- 13 AS NOTED ON PLANS ❑ WITH ATTACHMENTS 0 WITHOUT ATTACHMENTS ll��� � n.. '?/2E/4g-- IIIIIIII iilllgl WEST ELIEV ATONAB I o 4 SCALE, 1/8" - I' -O" 1 \ z o Z �® r r I 9 0 � �JII � Chi V � W ��* co r co o r �® z 0 r N P Fq V) W x H z 0 a a a O TE-'LO= 12 /8/W FILE NAME AGGIE-10 REVISION DATE: i2 /8/90 �� � fir. �,•, SHFzET: 1 CP 0�v Uj LI L1 11 I— L. L= V U U u LI � u V K-Q) IL— �/ � o 0J i a iilNllll WIEST ELEVAMON BLDG. 8 1700110 nPole"ll �! � IIIIIIIIII 1 111 IIIII IIIIIIIIIIIIilill'l���ll���llllll IIIIIII��II���l�illl =0 - _IIIIIIIIII NORTH ELEVA7�ON BLDG. 8 oil FEWA.-Til I Ere NORTH ELEVA70N BLDG. 7 & I COMPOSITION SHINGLES ON 300 FELT and 1/2' CD PLYWOOD OVER NEW TRUSSES / 2 x b WOOD FACSIA WA x 4 TRIM EAST ELEVATJON BLDG. 7 & 8 P TRIM GONT INUOUS AROUND BUILL71NCs COLUMNS WHEW METAL RA(LNG I PAINT W/EXTERIOR GRADE ENAMEL )R REPLACE ALL ALLUMINUM WINDOWS nd REPAINT EXISTNG DOORS ES AT BALCONIES -- APPROVED FOR PERMITTING; 13 AS NOTED ON PLANS O WITH ATTACHMENTS WITH7' qT74'CHMENTS _� IIIIIIIIII to 111 Mist 11; 111 =111 ___. ._ •_ ___. IIIIIIIIII WEST ELIEVAT�ON BLDG. 7 & 8 SCALE , 1/8" - 1' -O" \`EGT * S` +r WL y 0 PATE PLOTTED 12 /9/W FILE NAMM€ AGGIE-13 ME-VI510IN DATE: 11 /9/90 i SNEET: 0 OF oy - - pFpa; � " v W%Ez� 1 IE�°aSV IELIE V A � VUIN b5LU C�is�o I ao 0 WEST [ELIEVAMON BLDG. 5 & 10 C �C- � bwtolplHcr io riot P*gor OF 67414 KWOU94T FpvA FgKmci 4"Y� ?"i,{d„S om o(Aftoolt4cr 10 To $for, FVKTs4 AMIAI&,, �- Mot P�- NORTH [ELIEVAT�ON BLDG. 5 �u b rA i 9 PDVED FOR PENNING:AS NOTED ON PLANS ❑ WITH ATTACHMENTS 0 �N�T ATTACHMENTS BY ti� Date- t� SCALE, 1/8" - 1'-0' tUj*)A�!(o i� r� mo �i ,: Ito AT �OTTEQ 12/3/W ELE NAME ACsGl1=-12 R_YISION ATE: 12 /9/W SHFE t: OF 0 d a 0 0 0 0 � Nk �16 l!i!i!!!!!! 0 WIM-EaVFAFA.0111�� lllll��IIUWJNIT, EAST ELEVAT�ON WIEST ELEVAMON PPROVED FOR PERMI AS NOTED ON PLAT WITH ATTACHMENT. WITHOUT ATTRCHM Date SOUTH ELEVAT�ON BU0LMNQ a 9 EXTER�OR E-LEVAMONS � p d C'3 w Q El 2 TIMc: S� NTS 28 DATE PLOTTED 11/24/90 FILE NAME AGGIE-14 REVISION DATEt 11/24/90 r• ./.� BEET -.41 () SCALE, 1/8" - I' -C" OF N e?iTiVO9 P�� f�N� IN ru mt"9 ',� FP4 2(�IN9 19'UrV9, 1FAALT OF lUkl Rfft9U1ff4T IT. 15 coMI�sITIoN �Hlf`r-�i-�S oN I��* ELT---�AIA%L 0114 a x & I x la WC-2 ITZ41-f ----- _ ` - l-lMM a-A4 P^INi ALL- Em-tx~tlm�l� WcrP aMd. R4:24 C-K 4Z-?5 ('AI HT W�� �I dI ►� � I x.4 Wcr�p '1'W M Niaw Hr--rAL- �IUNC� , h►-IME aMat- rAINr E �MEL-\ 11 To aro VA 0TLI /'i, u . A I AftTri 6r540499 CEILINGS: GYPSUM WALLBOARD Base layer 5/8" proprietary type �x9ylp veneer base applied at right angles to 16" o.c. with 8d nails 2-1/2" long, heads, 7" o.c. Face layer 5/8" pro wallboard or veneer base applied lient furring channels with 1" S o.c. Resilient furring Chan r aced at right angles to Joists lirough 8d nail, 2-1/2" long, 0. a`shank, 19 Joist. Double channel lled at bu layer. Wood Joists ting 1" nomi and finish floor or. 2" Dlywood fin long edges T 8 G 5/32" interior p glue subfloor dicular to Joists 7M board or woad Joists ank, 19/64" y X ,gypsum gle to'>cesi- 1 scr s _1�" .c. and il�d Ayer with p_`.,a� ead, at each s of face 8 G wood sub ON Aw VV� C4 t It ON �„v5P6� �NT1 Nua!S C�V�"L ✓xs�; NCB �-T -1f (27f:41NVr:o- ccrisa VYp L.�Oi�•'''S -- - N5W I 1 CWN71 N U C)US; ►KUOD T�UV� — - +- . N Ix-- r7�I9 - e4M K v$N9E TD rf�/VlEk', M4#- To fY Stys > c 1r, �>'i� Ov�T �•" lip sates or , Xn ? � , �WN M'sp-59,41-Sp l ��5 - 0 e O.C.-P5r I/ i 5Ki 5^', g DFCW- � x 6 �XI Sr DAU�'.� 5'U D PPV4"Y 77'P5 ° X n &T " JM 50/`V 5Y4C t !�H PS A40- 16X R 7-5 ff-,A-FV ,MIN5i�L- ¢I wain t�s� -ram olua.- `r�V�T. WGbP N6 DE-GKI ^r3 TO t3B PAs; 9.1- WODD ai,CID!� JOISTS w fz-1'1 t^T- I WIL4^710M ✓/r�ir )� u 6yrsul,, �wf1*.�u,• 51 D5 Oi= lii�U 13L8 �'UD 1-� �"�DSD TAM PJW-fk V!0/161ry tsp MuRI-fz�w way terns "NA mo- '9�ft55T VINYL• -- - n TY�icr� Fi�wPw sEcTiori f en'r e�v�mon Bqu.��NG N t4oT p&KT of Nil IkE.QuEST fW t6k#Afr, 5u6NA\TTeKL#s oN I I "ro se r-owtvt " Coof 10 0 10 J9 4-Z1 is * ,� �►.� �rF O F At C7 uj Q wz b 0 �01 �o 0 N �' ID o gar 0z �0 �o V) a� 0 1, CY v� z 0 s a 0 0 0 to DATE PLOTTED 1/77/90 FLE NAME AGG1E-►5 REVISION DATE, 11/27/90 MEET it t) 0) 01 o �') � �► �D�r_v �D \ O \ . c 01 Cep T! P'i7 Pi1D'i ' N li'� ` t I^IG^rUL�ION - . 1615; Pis 1�,�3 �, s ', ZG. q�•3 _ lid - ►off ,13 -►. _; . 'I b Cc?&%voPY TM5 :325. 61 (50) = 16215 e3 ICTr t.. QkNDP'f 7qiE3Z- ',,vfQU I �f*- h 5 I'�'-';' Gt'`r• iz5; ?. VJ N cfk. I`�^MF l:;0 vcN ?oIN-1 3 �-°' 9� Cam•- ."��:�'' � ! N D� )N D!�hl t"t�W"','1't0!'`Nf� �! �� 2q0 c• � � .��- :�'`i9S �'VNL�'NS ��-�i`iyUS �10� 63D 6 4 i )�x! 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ATTgC P4ri`�5P s , HMENTS -• - •��, sue, ❑ WITHOUT ATTACHMENTS By Date ✓ -- cv� 6� c'�u�•rrr �a. ��►� ram. - �ow� �. � 1n CEO A R W � t t S h 1r� OF ` P ••� W Z s ff0� DN U- UD W� IVi 0Z� Q �0� QUVill ui r- i J W H 0 t D ell `r 0 9951kw� 1z 4 4 1.5 T. 1.5 T. 1.5 T. 2T. 1.5 T. 1.5 T. 1.5 T. 2 T. B81 BBI QBIJJ RUN CLASS "B" WIRING FOR CONTROLS AS DIRECTED Al JOBSITI O4 AS STANDARD PRACTICE. El FCTRICAL DISCONNECT SWITCH (NEK1 3R) r` OUTDOOR SECTION OF AIR CONDITIONER SEE MECHANICAL EQUIPMENT SCHEDULE FOR SIZE. AND DESCRIPTION OF UNIT. PRECAST, REINFORCED CONCRETE PAD "ARMAFLEX" CONDUIT — ; / 4" TIACK, SIZED TO ACCOMMODATE THE CONDENSING UNIT. SET CONCRETE REFRIGERANT LINES I PAD DEAD LEVEL AT POINT INDICATED (SUCTION AND ON THE DRAWINGS. LIQUID) SIIED AS I �� lr,`� REQUIkED FOR UNIT '��n I �' PROVIDE PHYSICAL CI FARANCFS AS RE-- ACTUALLY USED. ` D QUIRED BY THE MANUFACTURER OF THE EQUIPMENT, AND BY STANDARD PRACT-- CONNECT ALL LINES AS RE- ICE. QUIRED, AND PROVIDE ACCESS PROVIDE WEATHERPROOF, G.F.I. OUTLETS FOR SERVICING EQUIPMENT. AT EACH CONDENSING UNIT GROUP - I, o CONNECT TO NEAREST CONVENIENT \ CIRCUIT. PRECAST CONCRETE MOUNTING PAD FOR CONDENSING UNIT.SHALL BE FURNISHED AND INSTALLED BY THE H.V.A.C. CONTR'R. \ T DETAIL- CONDENSING UNIT NO SCALE. NOTE: ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL AT EACH,GROUP OF AIR COOLED CONDENSING UNITS, ONE DUPLEX CONVENIENCE OUTLET WITH G. F. I. PROTECTION. MOUNT OUTLET ON EXTERIOR WALL IN A CAST OUTLET BOX. CO NECT CIRCUIT TO NEAREST CONVENIENCE OUTLET CIRCUIT TO PRINT OUTLET IS INSTALLED. OUTLET SHALL BE INSTALLED TO SATISFY STANDARD MECHANICAL CODE, ARTICLE 303.6.3. -r-__ - _ r W1 r CL c� w b O W Z v) <� ��zxo z Z - p W x z 0 6 a 0 0 0 k4�: LA t*Acw NbT R'f OF IT4(; RE Qu C;T f:bg ARM rr. a MffTA.LS }�� �0 B���DiNG 19) Ao4 p I I TOM I`-o� \!TY•/1�'� RECEIVED HAR 51.4 � !� � Ap ROVED FOR PERMIifIN�B AS NOTED ON PLp11IJ O WITH ATTACMMR_NTO ❑ WITH llT ATTACHMENTS By MECHANICAL SITE PLAN PHASE 2 DATE: 2 - 91 f_ DRAWN BY: WHK,DSH 1 b SHEET NUMBER a OF 26 SHEETS �y BLDG. 4 332.3A BB BB BB JJ ELECTRIC METER AS REQUIRED BY CITY UTILITY -- CURRENT TRANSFORMER AS REQUIRED BY UTILITY -- MAIN SERVICE DISCONNECT FOR LANDLORD ITEMS — 7 PANELBOARD FOR "CLUBHOUSE" AND LAUNDRY, AS SCHEDULED. FEED THRU PANELBOARD 10 CONT- ACTOR BUSSING. OUTDR. LAUNDR 400 A. C T. PANEL_ PANEL DISC. SW. 2 F. AT CONT. 300 A. (3)- 350 MCM, (3)- 350 MCM, IN 2 I/2 C. LIN 21/2C. \ OUTDOOR FLOODLIGHTING TIME SWITCH EQUAL_ TO: PANELBOARD AS SCHEDULED, TO INTERMATIC, PARAGON, \BE CONTROLLED THRU CONTACTOR OR TORK. 12OV. 24 Hr WITH TIME SWITCH. WITH ASTRONOMIC DIAL. CONTACTOR EQUAL TO SQUARE D MODEL #8903 SV G1 V02, 20( PERE, 230 VOLTS, 1 PHASE, NEMA 1 CASE, 120V COIL. EL CTRICAI_L_Y HELD. MOUNT IN ROOM WITH PANELBOARD FOF OUTk6R LIGHTING SYSTEM. LOCATE METERS, C.T.'S, AND MAIN SERVICE SWITCHES ON OUTSIDE OF BUILDINGS. SEE CLUBHOUSE DWG'S. ~ (3)- 350 MCM, (3)-113/0 ) IN 21/2"C. IN 11/2"C. (_t_tiRwntlSF i i_ AmmnRy F1 Fr-TRlt_ei S;'RvicF manmaiu NU I UKAWN 1 U 31,PkLL, WAUKAMMA 1 11, UNL ► 1 U 311UW 1AKKANULML11 1 ur 1.UmufiLN I J: A j �' G o�A E-- - U L � LIGHTiNGi`i� THISFCONTACDTORNT&RTIME DSWITCH a PROTOTYPF SQUARE D MODEL #Q03OL200 + ~ EQUIPMENT # OC20US & #PKI5GTA NEMA 1 GENERAL DE_SCRIPTICH O!-' LOAD 1 W PANELBOARD FOR CONSTRUCTION a a PHAS 3 SIMILAR EXCEPT FOR �' c coN J. CIRCUITING & LOADING. 0 omo LOAD � 4(1/� � F KW fIIlTflll(1R P(ll F I T(;IaTC —~ jp if UEVT "o i to'l 1 NOTE: ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL AT EACH GROUP OF AIR COOLED CONDENSING UNITS, ONE DUPLEX CONVENIENCE OUTLET WITH G. F. I. PROTECTION. MOUNT OUTLET ON EXTERIOR WALL IN A CAST OUTLET BOX. CONNECT CIRCUIT TO NEAREST CONVENIENCE OUTLET CIRCUIT TO POI OUTLET IS INSTALLED. OUTLET SHALL BE INSTALLED TO SATISFY STANDA MECHANICAL CODE, ARTICLE 303.6.3. ELECTRICAL SITE PLAN PHASE 2 Z uJ o W _J 0 4i V ��7 4 O War C) `— �W TOVED FOR PERMITTING; AS NOTED ON PLANS WITH ATTACHMENTS ITHgtlT ATTACHMENTS I Date 22a/G2. 7 Ld Z 0 O r r 1 a � tV i uj I IrLm 0 0 z, z F V) a 0 . r �i Y) I z 0 a 0 0 0 DATE: 2-91 DRAWN BY: WHK,DSH I-� ` l ` J n F 26 SHEETS V ` I t�o1�•�G n ILER)< U�LDD N\\"� L RBI F L 0 0 CLAN SCALE t 1/8' - 1' -O' LED ULMN�'3� 2 3 MRST FLOOR PLAN 1 apo; I � 5«* PROVED FOR PERMITTING: AS NOTED ON PLANS WITH ATTACHMENTS WIT�ATTACHMENTS t� :RS UP W. C�l_1'��Llb)�ti�ICC � 2 Fx 3 3LECONDD FLOO R P-,LAN f1 DATE : 2 - 91 DRAWN BY : WHK,DSH SHEET NUMBER: 3 3 \ F 26 SHEETS MAIN DISTF 2-5 DETA L 'ULMN' m All 1FKF75'87 FLOOFm FaLAN Q) L7� -if r--� r-1.) Lr- J SCALE - 1/8" - I' -O' oLJ'CLDCN'0, m C5 F UrR< a U F L cc F LzlNP SCALE, 1/8' - 1'-0' ELECTRI UP FROM BELOW. ELECTRICAL FEEDERS UP FROM METERS BELL 1� J o � i 'T3ULMNa 4 SECOND [FLOOR PLAN [BULDDOG`(2 eo m SEr'Oo,ti F IL 0 0 Rr-u ram, L AN SCALE, 1/8" - I' -O' APPROVED FOR PERMITTING: f] AS NOTED ON PLANS ❑ WITH ATTACHMENTS D WITH Ur ATTAG�R''=NTS ^v r J.`1L. LMNG 5 ;;7:� 0 ND 3 CCU` R kN 1/8"- r -O' qID —po"lli ON W �l? m to o 1 � Q �cr o a 0 N W E• V) W z F z c a ti 0 0 0 1n DATE: 2-91 DRAWN BY: WHK,DSH SHEET NUMBER: 4 L OF 26 SHEETS j r---ll F---11 ---41 - [IS-B') U � L 13 � NQ[3 7 MRST FLOOR P'L AA N SULD �NG e F�RDST FLOOR PLAN SCALE, 1/8' - I' -O' "SCALE, 1/8' - I' -O' wG I o IULD�N' F77 �,S E 0 0 N D FLO OR PLAN SCALE 1 1/8' - I' -O' ELECTRICAL FEEDERS UP FROM METERS BELOW. rOVED FOR PERMITTING: NOTED ON PLANS O WITH ATTACHMENTS (3 WITHO T ATTACHMENTS BY n 'Date ". IBULDD�P�4G 8c S E � -0 0 Fp\\ il D FLOOR PLAN SCALE 1/8' - 1' -O' r LECTRICAL EEDERS UP ROM METER; ELOW. i � I I I I I BULMNO 9 FM87 IFC oOC PLI-°aN SCALE, 1/8' - 1'-0' ZDk.-AHLC' I/ O - I -lJ \_JL__� SCALE, ,a s� 5uSrt17'fe.Ls FAR Btucl��! is 40*00ppiAm gfovf4T )FOR PeRNIT6 To se FvATiicl*41*QAlQr. DATE : 2 - 91 DRAWN BY: WHK,DSH SHEET NUMBER 5 5 QOF 26 SHEETS .00 BLDG. I I , PHASE 2 SECOND FLR. PLUMBING PLAN I__ __ _ .-- - - BLDG, 111 . PHASE 2 FIRST IFLR, PLUMBING PLAN SCALE 1 /4" = C—O's 44 —� I UP WATER HEATING ASSEMBLY SPE I�=ICh;IGNS: THE PLUMBING CONTRACTOR SHALL FURNISH AND COMPLETELY INSTALL A HOT WATER HEATING SYSTEM, AS HEREIN SPECIFIED, FOR EACH PHASE OF THE CONSTRUCTION. THE WATER HEATING SYSTEM SHALL BE USED TO GENERATE THE REQUIRED DOMESTIC HOT WATER FOR THE APARTMENT UNITS. THE HOT WATER SYSTEM WILL BE NATURAL GAS FIRED, AND WILL BE LOCATED IN THE UTILITY BUILDINGS AS SHOWN ON THE DRAWINGS, APPROXIMATELY AT THE SAME LOCATIONS AS THE ORIGINAL WATER HEAT— ING APPARATUS LOCATIONS. THE NEW WATER HEATING PLANTS WILL BE RECONNECTED INTO THE ORIGINAL DOMESTIC HOT WATER PIPING SYSTEM, WHICH WILL BE RENOVATED AND RE —USED TO DISTRIBUTE DOMESTIC HOT WATER TO THE APARTMENT COMPLEX. THE NEW WATER HEATING SYSTEMS, OF WHICH TWO (2) ARE REQUIRED, SHALL CONSIST, BUT SHALL NOT BE LIMITED TO THE FOLLOWING, AS A MINIMUM SPECIFICATION.: WATER HEATERS: (3) — A. 0. SMITH CORPORATION CAMDEN, SOUTH CAROLINA MODEL #BTE365A (ASME) "80—PLUS" OR, (3) — RHEEM MANUFACTURING COMPANY ATLANTA, GEORGIA MODEL #R 360 — 72 (ASME) "RHEEMGLASS" ,f'`� O O co LIJ --=; QD u1 5 z L` it r. .J NO3,E": WATER HEATING EQUIPMENT SHALL HAVE TEMPERATURE AND PRE55URE �*tLIEF VALVES (BLOW -OFF VALVES) INSTALLED IN ACCORDANCE WITH ASME CODE REQUIREMENTS. PROVIDE A VACUUM RELIEF VALVE, INSTALLED ABOVE THE TOP OF ALL HOT WAT!:R STORAGE TANKS AHEAD CF HOT WATER RETURN LINE, TO PREVENT BACKSIPHONACE OF TANK, AND RETURN SYSTEM, IN OR, ANY MANNER THAT WOULD ALLOW CONTAMINATION OF THE PUBLIC WATER SUPPLY. (3) — STATE INDUSTRIES, INC. NOTE: PLUMBING CONTRACTOR MAY, AT HIS OPTION, FURNISH AND INSTALL ASHLAND, TENNESSEE A DOMESTIC "HOT" WATER BOILER AND ASSOCIATED "HOT" WATER STORAGE MODEL #SB75 - 360E (ASME) "SANDBLASTER" TANKS OF CAPACITY EQUAL TO THE MANIFOLDED GROUP OF WATER HEATERS SHOWN ON THE DRAWINGS. IF THE OPTION TO INSTALL THE BOILER AND THE WATER HEATERS SHALL EACH HAVE NOMINAL 360,000 B t1H INPUT STORAGE TANK SYSTET, IN LIEU OF THE SYSTEM SHOWN ON THE DRAWINGS EACH WATER HEATER SHALL HAVE A NOMINAL 75 GA N STORAGE TANK IS ACCEPTED, THE PLUMBING CONTRACTOR SHALL FURNISH A COMPLETE SHOP EACH WATER HEATER SHALL HAVE A MINIMUM 0 G.P.H. RECOVERY @ DRAWING, INDICATING ALL WATER HEATING EQUIPMENT, METHOD OF PIPING A 100°F TEMPERATURE RISE IN WATER THRU 444E HEATER. i AND MANIFOLDING THE STORAGE TANKS, AND THE CATALOG DATA SHOWING /I THE HEATING CAPACITY, RECOVERY CAPACITY, AND ALL ACCESSORY PARTS ALL WATER HEATERS SHALL BE AGA CERTIFIED & APPROVED. ASNRAE I OF THE SYSTEM. SUBMIT WITH THE SHOP DRAWINGS ALL CALCULATIONS OF 90A-80 CONFORMANCE. WORKING PRESSURE OF 150 PSI, ASME CONST- HEATING CAPACITY, FLOW RATES OF THE PIPING SYSTEM, PUMPING CURVES, RUCTION, AND SHALL HAVE AUTOMATIC CONTROLS WITH SAFETY SHUTOFF, ( AND OTHR DATA THAT MAY BE REQUIRED TO VERIFY THE CAPACITY OF THE HAVE A GLASS FIBER INSULATED TANK WITH A METAL JACKET, BE FULLY PROPOSED SYSTEM. THE ENGINEER WILL REVIEW THE DRAWINGS AND OTHER TESTED FOR 180°F SERVICE, HAVE- INTERMITTENT IGNITION PILOT, DATA, AND DETERMINE THE SUITABILITY OF THE SYSTEM PROPOSED, AND BE EQUIPPED WITH A GAS PRESSURE REGULATOR, MANUAL GAS VALVE, IF THE SYSTEM Is ACCEPTABLE, THE ENGINEER WILL ISSUE AN ACCEPTANCE A DRAFT DIVERTER AND NON-FERROUS FLUE SYSTEM WITH A RAIN CAP LETTER TO THE OWNER, WHO WILL NOTIFY THE CONTRACTOR. THIS SHALL CONFORMING TO CLASS B SPECIFICATIONS. PROVIDE ANODIC PROTECTION i BE DONE PRIOR TO ANY CHANGES IN THE DESIGN BY THE CONTRACTOR. 1 AND AN ADJUSTABLE THERMOSTAT (120°F — 180°F RANGE), AND A FIELD PIPED HOT AND COLD AND RE -CIRCULATING PIPING MANIFOLD, AND A I NOTE: RELIEF VALVE "BLOW OFF" PIPING SHALL BE OF SAME INSIDE DIA- NATURAL GAS MANIFOLD. METER AS THE OUTLET THREADS OF THE BLOW -OFF DEVICE, AND SHALL BE PIPES, FULL SIZE, FROM THE BLOW -OFF VALVE TO A POINT OUTSIDE THE EQUIP EACH WATER HEATING SYSTEM WITH AN IN -LINE CIRCULATING PUMP BUILDING, AND TERMINATED WITH A 45° ELBOW, TURNED DOWN, LOCATED TO DELIVER 10 GPM AGAINST A HEAD OF 25 FT., 120 VOLTS, '1 PH., i NEAR THE GROUND. 1725 RPM, EQUAL TO: BELL AND GOSSETT MODEL #PD-35, OR, NOTE: PLUMBING CONTRACTOR SHALL FURNISH A LINT TRAP, OF DESIGN SHOWN ON THE DRAWINGS, AND AS APPROVED BY THE CITY OF COLLEGE STA- GRUNDFOSS MODEL #UP 43-75 F, OR, j TION, TEXAS, IN THE OUTFLOW (HOUSE LINE) SANITARY SEWER LEADING TACO MODEL #132. FROM ALL CLOTHES WASHERS LOCATED IN THE LAUNDRY BUILDING. VERIFY EXACT LOCATION OF THE LINT TRAP, AND INSTALL AS DIRECTED AT THE JOB - �� EQUIP EACH WATER HEATER WITH A WATTS MODEL #40—XL TEMP. & PRESS. REL. VALVE SITE. LINT TRAP MAY BE OF MODIFIED DESIGN FROM THAT SHOWN, BUT MUST BE CONSTRUCTED AND SIZED TO MEET THE CITY REQUIREMENTS. FLUE MANIFOLDING IS NOT SHOWN ON DETAIL, BUT WILL BE REQUIRED. f SOT WATER RETU11N VERIFY LOCATION OF HOT WATER CIRC. PIPING. % PUMP Ci ii CK VALVE: PROVIDE THERMOMETER & PRESSURE GUAGE.---,- 6u�cviNs tl Nor PAer opo *is Rt4uEsr FvR fvomiTi ��►'��7TAL5 �R $k/lp/A/G VERIFY ROUTING OF H.W. PIPING 4T HOT WATEFl r .�UPPI_Y `EATER _ HEATER NOTE: PIPING SHOWN HEREON WATEt3 I IS DIAGRAMMATIC ONLY HEATER AND SHOWS ]HE GENERAL I 514 PIPING ARRANGEMENT VERIFY AND MANIFOLDING. DO LOCATION WATER NOT NECESSARILY FOL— OF HEATE HEATER1 LOW THE DIAGRAM f=OR PIPING — ALL PIPING, BUT MAKE @ THE SYSTEM CONFORM JOBSNG GENERALLY TO THE LAY- - — OUT SHOWN. GAS PIPING AND MANIFOLDING IS NOT SHOWN,BUT / WILL BE REQUIRED. LAY OUT GAS PIPING ASREQ— UIRED AT THE JOBSITE. PROVIDE SAFETY VALVE BLOW —OFF PIPING AS REQ'D. ALL NECESSARY VALVES, FITTINGS AND OTHER APPURTENANCES FOR A COMPLETE SYSTEM WILL BE REQUIRED & FURNISHED BY THE PLUMBER. PICTORIAL VIEW OF WATER HEATING SYSTEM NOT TO ��ALE 700 Isew rv)ltr APPROVED FOR PERMITTING: Q AS NOTED ON PLANS ❑ WITH ATTACHMENTS O WITHO T ATTACH-<MENTS ta' , ��l t F'c ,w i z �01 a ,S O li SATE; 2 - 91 F .:RAbVN BY;WHK,DSH - BEET N IBER 6 26 66 BLDG. I I . PHASE 2 SECOND FLR. H.VA,C, PLAN I 1 31 SCALE 1/4' x 1 -0 3 *Pit 00 (I(LV�446� f I M6T ,% A��* 5 fv PL FE go (T, To Be FoRT�G�N�1�lG. - I ol r� 0 DATE: 91 DRAWN BY:WHK,DSH' i BLDG. I I PHASE 2 FIRST FLR. ELECTRICAL PLAN SCALE 1/4 1 0 IJ $VillD i NG tl AIDT PART 01c SU.(SW�r('T'Al� oN Buat,D�*IG 11 SPECIAL NOTES ON ELECTRICAL PANELS: EACH APARTMENT UNIT NOW EXISTING HAS AN ELECTRICAL PANELBOARD NOW INSTALLED TO SERVE THE BRANCH CIRCUITS FOR THAT PARTICULAR APARTMENT. THE PANELBOARDS ARE IN MOST CASES IN VERY GOOD CONDITION, AND CONTAIN CIRCUIT BREAKERS OF THE j j SIZE AND TYPES NECESSARY TO SERVE THE EXISTING ELECTRICAL POWER AND LIGHTING { REQUIREMENTS OF THE EXISTING APARTMENTS. WHEN THE BUILDINGS ARE RENOVATED, I� AND NEW APPLIANCES AND ELECTRIC HEAT PUMPS ARE ADDED, THE POWER REQUIREMENTS FOR THE APARTMENTS WILL BE INCREASED. THE ELECTRICAL PANELBOARDS CAN BE RE- j USED IN !MOST CASES, WITH FEW MODIFICATIONS. THE EXISTING PANELBOARDS ARE GEN- ERAL j ELECTRIC, FLUSH MOUNTED, LOAD CENTERS, WITH TWELVE (12) CIRCUIT BREAKER SPACES, AND WITH 125 AMPERE BUSSING. IN GENERAL, THE PANELBOARDS ARE SERVED FROM THE MAIN METERING MODULES WITH TYPE U.S.E. CABLE. THE BUILDINGS ARE ALL WIRED WITH "ROMEX", AND RANGE CABLE. II WHEN THE NEW RENOVATIONS ARE DONE, THE EXISTING PANELBOARDS MAY BE REUSED, ALONG WITH ALL POSSIBLE USE BEING MADE OF THE EXISTING CIRCUIT BREAKERS. SOME NEW BRANCH CIRCUIT BREAKERS WILL BE NECESSARILY ADDED TO SERVE THE NEW HEAT I PUMPS, BOTH INDOORS AND OUTDOORS. NEW CIRCUITS WILL BE NECESSARY FOR THE HEAT �! PUMP CONDENSING UNITS, AND THE NEW FAN AND COIL INDOOR SECTIONS CONTAINING ELECTRIC HEATER STRIPS. SOME NEW APPLIANCE CIRCUITS AND LIGHTING CIRCUITS WILL BE REQUIRED TO UP -DATE THE REQUIREMENTS OF THE RENOVATED UNITS. THE -NEW CIRCUITRY AND ASSOCIATED WIRING WILL BE A PART OF THIS ELECTRICAL WORK. EACH PANELBOARD, WHETHER NEW OR REUSED, SHALL BE BALANCED ELECTRICALLY, AND SHALL HAVE A NEW TYPEWRITTEN LEGEND INSTALLED IN THE DOOR TO INDICATE THE LOADS ON EACH BRANCH CIRCUIT BREAKER. NEW PANELBOARD SCHEDULES ARE SHOWN ON THE DRAWINGS TO INDICATE, GENERALLY, THE LAYOUT OF THE CIRCUIT BREAKERS IN THE PANELBOARDS. THE CONTRACTOR SHALL FOLLOW THESE PANELBOARD SCHEDULES AS CLOSELY AS POSSIBLE IN RECONNECTING THE CIRCUITS TO THE PANELBOARDS. SHOULD ANY QUESTIONS ARISE, AT THE JOBSITE, CON- j CERNING THE PANELBOARDS OR THE CIRCUITRY, THE ENGINEER SHALL BE NOTIFIED TO I CLARIFY THE POINTS IN QUESTION. IT SHALL BE NOTED THAT THE PANELBOARD SCHEDULES ARE LAID OUT SHOWING THEIR USE IN PARTICULAR APARTMENT SPACES. SOME OF THE PANELBOARDS IN SOME OF THE APARTMENTS MAY NOT BE EXACTLY AS SHOWN ON THE SCHEDULED PANELBOARD FOR THAT SPACE. IN CASE THIS OCCURS, USE THE PANELBOARD THAT IS ACTUALLY INSTALLED, IN THE SPACE, OR FURNISH A NEW PANELBOARD THAT WILL ADEQUATELY SERVE THE LOADS FOR THE APARTMENT THAT IT IS INSTALLED IN. NEW SERVICE FEEDERS FROM THE MAIN METERING MODULES WILL BE REQUIRED TO EACH APARTMENT PANELBOARD SINCE THE LOADS HAVE INCREASED TO A POINT THAT EXCEEDS THE CURRENT CARRYING CAPACITY OF THE EXISTING PANELBOARD FEEDERS. NEW FEEDERS ARE TO BE INSTALLED UNDER THIS CONTRACT, TO EACH PANELBOARD. WHERE THE PANEL - BOARDS ARE EQUIPPED WITH 125 AMP BUSSING, THE FEEDER SIZE SHALL BE (3)-#1 TYPE U.S.E. CABLE FROM THE CIRCUIT BREAKER IN THE METER MODULE TO THE MAIN LUGS IN THE PANELBOARDS. WHERE THE PANELBOARD BUSSING IS 150 AMPERES, THE FEEDER SIZE SHALL BE (3)-#0 TYPE U.S.E. CABLE FROM THE CIRCUIT BREAKER IN THE METER MODULE TO THE MAIN LUGS IN THE PANELBOARD. OTHER WIRE SIZES TO PANELBOARDS OF DIFFERENT BUSSING APERES WILL BE INDICATED ON THE DRAWINGS. IN CASE WIRE SIZES ARE NOT SHOWN ON THE DRAWINGS OR OTHERWISE INDICATED, FOLLOW WIRING TAB- LES IN LATEST EDITION OF THE NATIONAL ELECTRIC CODE. i BRANCH CIRCUITS SERVING THE NEW HEAT PUMPS (CONDENSING UNITS AND FAN AND COIL l UNITS) SHALL BE RUN IN TYPE NM CABLE (COPPER) INSIDE BUILDING, AND SHALL BE RUN IN CONDUIT (FLEXIBLE LIQUIDTITE) OUTSIDE BUILDINGS. FOLLOW N.E.C. RULES. d _ � Pdt:LE3(74tKD PANELS A B C D H &� LUG t;RFACE l I 230 V N PfiUTOTYPE: 1 _ _ 3___VI1E2E rl r AMF ` s 11AIIN BRKR❑ (FLUSH 10 EQUIPMENT ': n GENERAL DESCRIPTION OF- LOAD GENt RAI DESCRIPTIOC4 OF LOAD o CONN. cr: a o M. L.0. rr u a CONN. LOAD n v a 2 c) m n LOA D �- -s LIJ ELECTRIC RANGE CIRCUIT 45/2 1�1 ---- 32 2 20/2 OUTDOOR SECTION OF,�, w J - - -' 3 u- -- - • A-04 , - HEAT PUMP UNIT INDOOR SECTION OF 30/2 3 5 o- - rho 4 �20/1 LIGHTING CIRCUIT JLd HEAT PUMP UNIT f- HEAT 7 O 8 6 20/1 ' APPLIANCE CIRCUIT - 5 (D APPLIANCE _CIRCUIT - 20/1 5 s - 10 20/1--T-SPARE BREAKER ELECTRIC BATH HEATER _ 20/1 '7 I SPACE ONLY IN PANEL^ .' 4 j NEU. b�y$y] � ,YgwNJ AND ie nEDu E S,-C`3--1EDLAJ_'-_' S !� _-, O `W r MAIN LUGS a'`,,•`1F:CE [) PROTOTYPE 230 I r 3 ,,fi t t 125 AMPS MAIN BRKR ❑ F"[ USH EQUIPMENT `GENLf2AE. OESCRiP7l0?ti (it LOADci - GENERAL DESCRIPTION O¢ L_OAD oc ci o z F- EA L•J () C) W Lj U a ia-- . u.i t- c' i -A cz o G COW co"IN. cr. � cr o M. L. O. LOAD ci rn n �> a v c> m c� LOAD ELECTRIC RANGE CIRCUIT _!_- 45/2 r __ _? ?_ 25/2 --... INDOOR SECTION OF 45/2 3 4 20/1 -HEAT PUMP UNIT + HEAT I- - - 7 �' L_ -' - r�� 6 20/1 APPLIANCE CIRCUIT_ -_-- ?.0/1 5 9 �' - -f1c,,10 8 20/1 -APPLIANCE CIRCUITY 20/1 7 11i/t"_ - �tn12 20/11-- F �0 N E 4FAC)VA" ^ y ITiY. • D tf OUTDOOR SECTION OF HEAT PUMP UNITM Y- ` LIGHTING CIRCUIT _—] LIGHTING CIRCUIT ELECTRIC BATH HEATER SPARE BREAKER PANELS L & M 230_.v. - 1 � 3 a. 150_AreP.� — MAIN LUGS'':'7RFACE MAIN BRKR [) I_I Ft USH Pf20TOTYPE EQUIPMENT GENERAL DESf'RIPTIOt�I Of-. LOAD — GENERAL DESCRIPTION Of LOAD 1 t-tU x r `. % V CO;:N. ! a O C) M. L. 0. a Q Q CONN. LOAD 6 to n a u. m n LOAD ELECTRIC RANGE CIRCUIT �45/2 ; 1 �, �� . 1�-"2 2 30/2 INDOOR SECTION OF 60/2--� 5 1 4.�_2011 -- - ' HEAT PUMP UNIT + HEAT U .3_} T- --- r�8 i 6 20/1 --- ! -5 ----- —.1--- sr-� --__. -_'�-y►o _ �-_ APPLIANCE CIRCUIT--^- -� ---�- 20/1 8 20/1 20/1 '1 APPLIANCE CIRCUIT -- - -- 20/1 _._..._... 7 _- 11-'-°-_..___._ _�-,,12 20/1 -- '_ ------------ ELECTRIC BATH HEATER 20/1 9 13 �� "" - - r'"!4 _ j_._. SPACE ONLY IN PANEL -_ 1 - -- - 15 . _L---- NOTE: THE EXISTING ELECTRICAL PANELBOARDS NOW SERVING LIVING UNITS IN THE APARTMENT COMPLEX, ARE INSTALLED IN CLOSET SPACES. THE LOCA-zh� TION OF THE PANELS WILL NOT QUALIFY AS BEING ACCEPTABLE ACCORDING TO THE NATIONAL ELECTRICAL CODE SEC. 210-52, AND 210-52U. UNDER THIS CONTRACT, THE ELECTRICAL CONTRACTOR SHALL REMOVE THE EXISTING PANELBOARDS, AND REVERSE EACH PANEL SO THAT IT WILL OPEN OUTWARD INTO A LIVING SPACE, AND NOT THE CLOSET. EXTEND EXISTING CIRCUITS FROM THE EXISTING LOCATION, TO THE REVERSED PANELBOARDS. PROVIDE NEW PANELBOARD TRIM WHERE REQUIRED, AND NEW BRACING IF REQUIRED. VERIFY EXACT LOCATIONS OF PANELBOARDS AT THE JOBSITE W/. ARCHITECT. PA N E U B-1 0 A, R3 200 MA17 LUGS I� 'L 230V. 1 -3W: � Alh: s P:V11 1JRKNLJ UST-1 GENERAL DESCRIPTION OF LOAD ~ c__ c; 0 C (1 ) comfi Q a r' M. L. 0. LOAD 6 to n : v INDOOR SECTION OF HEAT _ 30p ; 1 NEAT PUMP + HEATER CLOTHES DRYER 30/2 3 5 0- 1" -�- CLOTIIES DRYER CLOTHES WASHER CLOTHES WASHER CLOTHES WASHER _ _ - REFRIGERATOR POWER LIGHTING CIRCUIT - CONVENIENCE OUTLETS SPARE BREAKER SPARE BREAKER SPACE ONLY IN PANEL _�3 20/1 17 2011 ?7 -�29_tl BLDG. 11 PHASE #2,115T. FL. PROTOTYPE FQUIPMENT ►x� it 2 C �- rr c� 2 T--- Q 4 of U' t- v inc`i GENERAL Cow). LOAD -� DESCRIPTION O4-LOAD - - ---- _ -- DUrDOOR SECTION OF 20/2 j4 HEAT PUMP (CONDENSER) ' c 4 30/2 CLOTHES DRYER d10 6 20/1 -- CLOTIIES WASHER 112 8- 20/1 r CLOTHES WASHER 414 10 20/1 _ CLOTHES WASHER 310 12 20/1 - _EXHAUST FAN @ LAUNDRY )18 14 20/1 HOT WATER CIRC. PUMP ?20 6 12011 CONVENIENCE OUTLETS >22 18 20/1 CONVENIENCE OUTLETS D24 0 ``20/1 - SPARE BREAKER D26 20/1_ SPARE BREAKER - '1 - 2011 — _---- SPARE BREAKER -- SPACL ONLY IN PANEL REQUEST foR P�R1�117'. Co�alG; cAl OUTDOOR SECTION OF HEAT PUMP UNIT - `LIGHTING CIRCUIT _ LIGHTING CIRCUIT LIGHTING CIRCUIT SPARE BREAKER SPARE BREAKER SPACE ONLY IN PANEL r FOR PERMITTING:AS NOTED ON PLANS O WITH ATTACHMENT D WITH UT ,4TiACHMs BY Date y /z U % DATE: 2 - 91 DRAWN BY. WHK, DSH SHEET NUMBER a 9 �' 2S SHEETS I A UNIT PLUMBING PLAN 1 11 H UNIT PLUMBING PLAN I to C UNIT PLUMBING PLAN SCALE 1/4" = B UNIT PLUMBING PLAN I of E UNIT PLUMBING PLAN SCALE 1/4" - D UNIT APPROVED FOR PERMITTING: PLUMBING PLAN OAS NOTED ON PLANS SCALE 1/4" = i'-o" 13 WITH ATTACHMENTS 13 WITHOUT ATTACHMENTS Bv Date F UNIT PLUMBING PLAN 1 11 LLJ LLJ Z G UNIT —PLUMBING PLAN is I to SCALE 1/4 = I - 0 J UNIT PLUMBING PLAN W zO 0 co vq 0 W 0 'co t- Vs. 0 10 DATE; 2 - 91 '7. - A _DRAWN is3y..WHK,DSH SHEET ML-INI E E R 21 21 OF 26 SHEETS ' E JETs OF 2- l6s H ­41W / K UNIT PLUMBING PLAN 1 11 PLUk-ABAONOG FIXTURE SCHEDULE PLAN SYMBOL USED ON PLAN PROTOTYPE FIXTURE USED AS BASE SPEC. ROUGHED iN CCNN. MARK 8 GENERAL DESCRIPTION MANUFACTUREER AND MODEL NUMBER WASTE VENT CW. HW. P-1 TANK TYPE, SIPHON AMERICAN STANDARD MODEL #3082.013,"CADET" 4" 3" 2" - JET ACTION, ROUND CLOSE COUPLED, WHITE COLOR, WITH TANK. FRONT BOWL, VI REOUS CHINA, 12" ELDER MODEL #091-0500, "EMBLEM-W-.S: CLOSE I ROUGHING, WATER COUPLED, WHITE COLOR WITH TANK. CLOSET COMBINATION 'KOHLER MODEL #K-3520-PB, "WELLWORTH" 1 CLOSE COUPLED, WHITE COLOR, WITH TANK. l� WATER CLOSET SHALL �E COMPLETE WITH SEAT i BY "OLSONITE", "BENEKE", "CHURCH". AND i SERVICE PIPE RISER WITH STOP VALVE, AND WAX SETTING RING & CLOSET BOLTS. jPIA TANK TYPE SIPHON AMERICAN STANDARD MODEL #2108.415, "18" 4" 2" " - JET ACTION. 18"HIGH CADET", CLOSE COUPLED, WHITE COLOR, WITH SEAT FOR HANDICAPS, TANK. VITREOUS CHINA, 12" ELJER MODEL #019-1875, "HYLANDO", CLOSE ROUGHING WATER CLO- COUPLED, WHITE COLOR WITH TANK. I SET COMBINATION. ' KOHLER MODEL #K-3527-EB, "HIGHLINE", CLOSE COUPLED, WHITE COLOR, WITH TANK. TRIM FOR PIA IS SAME AS FOR P-1. P-2 ROUND OR OVAL TYPE AMERICAN STANDARD MODEL #0476.028, "AQU- 2" 74" 2 2" VITREOUS CHINA ALYN", WHITE COLOR, SELF RIMMING. I-T-"TR. COUNTERTOP MOUNTED ELJER MODEL #051-3324, "DONNA", WHITE LAVATORY WITH TRIM. COLOR, SELF RIMMING. KOHLER MODEL #K-2195, "PENNINGTON", WHITE COLOR, SELF RIMMING. LAVATORY TRIM SHALL BE: SINGLE LEVER TYPE FAUCET: AMERICAN STANDARD #2385.148 DELTA #520, OR ELKAY #LK-4417, AND: (2)-RISER PIPES WITH SERVICE STOPS, (1)-CHROME PLATED BRASS P-TRAP & TAILPIECE NECESSARY INSTALLATION HARDWARE, ETC. P-3 TWO COMPARTMENT ELKAY MODEL #LR-3322 2" 12" 2" STAINLESS STEEL DAYTON MODEL #D-23322 12"TR. KITCHEN SINK WITH GOOSENECK FAUCET & JUST MODEL #KDL-2233-JR. OTHER TRIM. KITCHEN SINK TRIM SHALL BE: FAUCET WITH SPRAY HOSE: ' ELKAY #LK-4101 DELTA #400 AMERICAN STANDARD #4205.029, AND: (2)-DRAIN FITTINGS WITH LIFT UP STOPPERS (1)-12" P-TRAP & CONTINUOUS WASTE PIPE, 12" TAILPIECE FOR EACH COMPARTMENT, AND , PLUMBING FIXTURE SCHEDULit. I D HANDICAP UNIT PLUMBING PLAN SCALE 1/4 1 0 P'-AN SYMBOL JSED ON PLAN PROTOTYPE FIXTURE USED AS BASE SPEC. ROUGHED IN CONN. MARK 8 GENERAL DESCRIPTION MANUFACTURER AND MODEL NUMBER WASTE VENT CW. NW. P3A STAINLESS STEEL TWO FURNISH AND INSTALL, FOR USE OF HANDICAP 2" COMPARTMENT COUNTER TENANTS, A TWO COMPARTMENT STAINLESS STE- MOUNTED SINK WITH EL SINK: ! ALL TRIM, ETC. WITH DAYTON MODEL #D-23322, OR CONTINUOUS WASTE ELKAY MODEL #LR-3322, OR. FITTING, ETC. JUST MODEL #KDL-2233-JR. COMPLETE WITH SWING SPOUT FAUCET FITTINGS WITH SPRAY HOSE ASSEMBLY -WITH LEVER HANDLES: DELTA MODEL #2402CBBRS, OR, ELKAY MODEL #LK-231-BH-5, OR, AMERICAN STANDARD MODEL #4160.143, AND TAILPIECE WITH STRAINER AND STOPPER, P-TRAP, (2) - SERVICE PIPE RISERS WITH STOPS, AND ALL NECESSARY HARDWARE FOR A COMPLETE INSTALLATION. FURNISH AN OFFSET I DRAIN FOR ACCESS BY HANDICAPS, AND COOP- ERATE WITH MILLWORK SECTION IN SETTING IN PLACE AT PROPER POSITION & TIME. A7 STAINLESS STEEL ONE FURNISH AND INSTALL AT POINT SHOWN ON 2" 1 '-" 2" COMPARTMENT COUNTER THE DRAWINGS, A ONE COMPARTMENT STAINLESS MOUNTED SINK WITH STEEL SINK: I ALL TRIM, ETC. DAYTON MODEL #D-12522. OR ELKAY MODEL #LR-2522, OR JUST MODEL #KSL-2225-JR, COMPLETE j WITH SWING SPOUT FAUCET FITTINGS WITH SPRAY HOSE ASSEMBLY WITH LEVER HANDLES: DELTA MODEL #400, OR, ELKAY MODEL #LK-4103, OR, AMERICAN STANDARD MODEL 1#4205.029. AND TAILPIECE WITH STRAINER AND STOPPER, P-TRAP, (2)-SERVICE PIPE RISERS WITH STOP, AND ALL NECESSARY HARDWARE FOR A COMPLETE INSTALLATION. COOPERATE WITH MILLWORK SEC TION IN SETTING IN PLACE AT PROPER TIME & POSITION. P6 WALL HUNG LAVATORY FURNISH AND COMPLETELY INSTALL A VITREOLS 2" FOR WHEELCHAIR USE, CHINA, SPECIALLY DESIGNED LAVATORY FOR COMPLETE WITH ALL USE OF HANDICAPPED & FOR WHEELCHAIR USE: TRIM & HARDWARE. AMERICAN STANDARD MODEL #9141.011, OR ELJER MODEL #051-2964.. OR KOHLER MODEL #K-12636, COMPLETE WITH LEER HANDLE, CENTERSET FAUCET FITTINGS: AMERICAN STANDARD MODEL #2385.148, OR DELTA MODEL #520, OR ELKAY #LK-4417, WITH AN OFFSET GRID DRAIN: AMERICAN STANDARD MODEL #7723.018, OR ELJER MODEL #803-0530, OR KOHLER #3419 y PLUMBING RXTURE SCHEDULE PLAN SYMBOL USED ON PLAN PROTOTYPE F^XTURE JSED AS BASE SDEC. ROUGHED iN CONN. MARK 8 GENERAL DESCRIPTION MANUFACTURER AND MODEL NUMBER WASTE DENT CW HW. (2)- 2" SERVICE RISER PIPES WITH STOPS, ALL NECESSARY HARDWARE FOR INSTALLATION OF THE SINK IN THE MILLWORK. PLUMBING CONTRACTOR SMALL COOPERATE WITH MILLWORK SECTION IN PUTTING THE SINK IN PLACE AT PROPER PLACE AND TIME. P-4 BATH `UB & SH"ER AMERICAN STANDARD i COMBINATION. 5'-0" X 2'-8" X 1'-411' RIGHT HAND: MODEL #2605.103 "SPECTRA' 2" 12" z" 2", CAST IRON ENAMELED, LEFT HAND: MODEL 102607.109 "SPECTRA" I BATHTUB, WITH SLIP ELDER: RESISTANT SURFACE & ALL 'RIM AS SHOWN. RIGHT HAND: MODEL #012-1125,"SAMOA" ! LEFT r',AND: MODEL #012-1120,"SAMOA" j KOHLER: I j RIGHT HAN,�: MODEL #K-506, "MENDOTA" j LEFT HAND: MODEL #K-505, "MENDOTA" BATHTUB AND SHOWER SHALL BE COMPLETE WITH SHOWER VALVE AND FILLER FAUCET AND HEAD: a AMERICAN STANDARD #1303.815 DELTA #2680C, OR ' KOHLER #K-11608--MS, AND BATH WASTE FITTING, P-TRAP, POP-UP WASTE j ! LEVER, AND ALL INSTALLATION HARDWARE. (P-5 STAINLESS STEEL DAYTON MODEL #DP2-11515-C, 2" 14" 2" 2"� ONE COMPARTMENT ELKAY MODEL #BLR-150=C, OR I HOSPITALITY SINK COMBINATION WITH • JUST MODEL #JSL-1515-JR-T. ( ALL TRIM. ETC. HOSPITALITY (BAR) SINKS COME, AS SPECIFIE WITH GOOSENECK FAUCETS WITH AERATORS, AND DRAINAGE FITTINGS. CONTRACTOR SHALL. FUR- NISH (2)-SERVICE RISER PIPES WITH STOPS, CHROME PLATED BRASS P-TRAP, TAILPIECE, AND ALL NECESSARY INSTALLATION HARDWARE. PLUMBING CONTRACTOR SHALL COOPERATE WITH MILLWORK SECTION SAME AS FOR P-3 ABOVE. F.D. FLOOR DRAINS WHERE INDICATED ON THE DRAWINGS, AND NEC- ESSARY TO MEET REQUIREMENTS OF THE LOCAL AND NATIONAL PLUMEING CODES AND ORDINAN- CES, THE PLUMBING CONTRACTOR SHALLFURNISH AND INSTALL FLOOR DRAINS AS FOLLOWS: 1 4 ROVED FOR .PERMITTING: E HANDICAP Uh4qm NOTED ON PLANS PLUMBING PLAN 13 WITH SCALE I/4- �ATTA'CHMEN'. B Y 71 l PLUMBING P'-AN SYMBC_ USED ON PLAN I PROTOTYPE FIXTURE USED AS BASE SPEC. ROUGHED IN CONN. �MARKI 8 GENERAL DESCRIPTIO1 MANUFACTURER AND MODEL NUMBER WASTE I VENT I CW. HW. i? F-1 STANDARD CAST IRON LACQUERED, TWC PIECE BODY FLOOR DRAIN WITH NICKEL BRONZ_ STRAINER & TRAP. ZURN MODEL #ZN-415-B. WITH NO TRAP PRIMER AS AND WITH A DEEP SEAL P-TRAP, CLAMPING SHOWN COLLAR & NICKEL BRONZE TYPE "B" STRAINER. ON CR, JOS;'M MODEL #30000-A, SERIES, WITH PLANS SAME AS ZURN DRAIN A80VE, OR, WADE MODEL #W-1100, SERIES, WITH SAME AS ZURN DRAIN ABOVE. FD-2 SAME AS FD-1, EXCEP SAME MODELS AS ABOVE, EXCEPT THAT TRAP WITH TRAP PRIMER AS PRIMER TAPPING IN DRAIN BODY SHALL BE I REQUIRED BY CODES. PROVIDED. FD-3 SAME AS FD-1, EXCEPT SAME MODELS AS ABOVE EXCEPT THAT SEDIMENT WITH REMOVABLE SED- BUCKET SHALL BE FURNISHED, AND GRATE SIZE IMENT BUCKET. SHALL BE ENLARGED AS NECESSARY TO ACCOM- MODATE THE SEDIMENT BUCKET. H.B. HOSE FAUCETS. CAST IPLUMBING CONTRACTOR SHALL FURNISH AND IN - BRASS OR BRONZE, STALL, WHERE SHOWN ON THE DRAWINGS, OR ROUGH FINISH HOSE WHERE NECESSARY TO CONFORM WITH LOCAL AND FAUCETS. NATIONAL CODES AND ORDINANCES. FAUCETS AS NOTED BELOW MAY BE USED: F8 1 36" X 36" SHOWER STALL WITH FITTINGS AND DRAIN. WADE MODEL #W-8635 JOSAM MODEL #71170 WOODFORD MODEL #B24 WHERE PERMITTED BY THE LOCAL INSPECTING AUTHORITY, HOSE FAUCETS OF THE ROUGH BRASS, STANDARD COMPRESSION TYPE SILL COCK, WITH WHEEL HANDLE AND ATTACHMENT ESCUTCHEON AND 3/4" STANDARD HOSE THREADS AND A NON -REMOVABLE VACUUM BREAKER WILL BE PERMITTED. CONSULT WITH ARCHITECT FOR EXACT LOCATIONS & MOUNTING HEIGHTS OF ALL HOSE FAUCETS. PLUMBING CONTRACTOR SHALL FURNISH & IN- STALL A SHOWER STALL EQUAL TO: FIAT "COMMANDER" MODEL #S-86, COMPLETE WITH SHOWER FITTINGS EQUAL TO: CRANE MODEL #C-2256 "CITADEL" OTHER PRODUCTS WILL BE ACCEPTABLE ONLY IF APPROVED BY THE OWNER PRIOR TO INSTAL LATION. 2" 1 12111 2 ,".12," (i2 V J 2 -91 _ 22 26 f, A UNIT H,,VA,,C,, PLAN SCALE 1/4" = I'-0'l H UNIT H,V,A,C, PLAN SCALE 1/4it = I1-011 C UNIT H,V,A,C, PLAN SCALE 1/4" = 1 �-0�� B UNIT H,V,A,C, PLAN 1 SCALE 1 /4'I = I -011 E UNIT H,V,A,C, PLAN al SCALE 1/4" = I I -0 D UNIT H,,V.A.C, PLAN SCALE J /4 = I - 0I$ F UNIT H,V,A.C. PLAN SCALE 1/4" = C-011 APPROVED FOR PERMITTING-, O AS NOTED ON PLANS ❑ WITH ATTACHMENTS 13 WITH UT ATTACHMENTS By Date 2 G UNIT H,V,A,C, PLAN. SCALE 1/4" 2 C-O" J JI LIJ 0 L.�1Lij L,.1 . PLAN SCALE 1/4" = 1 -0 J UNIT over 7 i a i,�¢3 DATE; 2 - 91 DRAWN 8'1 : WHK, DSH L26 I^,UYlBE SHEETS 1 A I:' K UNIT D HANDICAP UNIT E HANDICAP UNIT H.V.A.C. PLAN H,,V.,A.C., PLAN. H.V. A.C. PLAN, It 1 91 SCALE 1/4 1 1- 0 it SCALE 1/4 1 1- 0 Is GRIL,Ltti, ll"GIST17RS, u"' Dl',-,- 'n"`R%s ev �9 MEa=.,o� �,�. oa=.E o a=.a�,E EXCEPT o� SIZE r,a �u, o� PLAN NECK SIZE TYPE DEVICE FUNCTION PROTOTYPE EQUIPMENT USED FINISH MARK INCHES INTENDED MANUFACTURER & MODEL N0. A b" X 6" SIDEWALL SUPPLY TO LIMA SERIES 100 VH, WITH O.B.D. OFF RIGISTER � SPACES OR, EQUAL PRODUCTS OF J & J, TITUS WHITE TUTTLE & BAILEY, CARNES, OR AS AP- PROVED BY THE ENGINEER ONLY. B 12"X 6" SIDEWALL t SUPPLY TO Sti�41E AS ABOVE EXCEPT FOR SIZE OFF REGISTER SPACES � WHITE C 14"X 6" � SIDEWALL SUPPLY TO SAME AS ABOVE EXCEPT FOR SIZE OFF REGISTER SPACES WHITE D 18"X 8" SIDEWALL SUPPLY TO SAME AS ABOVE EXCEPT FOR SIZE OFF REGISTER SPACES WHITE E 18"X10" SIDEWALL SUPPLY TO SAME AS ABOVE EXCEPT FOR SIZE OFF REGISTER SPACES WHITE ' F 2O"X 8" SIDEWALL SUPPLY TO SAME AS ABOVE EXCEPT FOR SIZE OFF REGISTER SPACES WHITE G 20"Xi0" SIDEWALL SUPPLY TO SAME AS ABOVE EXCEPT FOR SIZE OFF REGISTER SPACES WHITE H 18"X12" SIDEWALL RETURN TO LIMA SERIES 90-FG. COMPLETE WITH OFF FILTERGRILLE A/C UNIT FILTER, OR EQUAL PRODUCTS SAME AS WHITE NOTED FOR "A" GRILLE ABOVE. J 24"Xi8" SIDEWALL RETURN TO LIMA SERIES 90-RA, FLANGE FRAME SATIN R/A GRILLE AIR UNIT GRILLE FOR R/A USE. EQUAL PRODUCTS ALUM SAME AS FOR "A" GRILLE AB04'E, K 18"Xi8" CEILING TYPE RETURN TO LIMA SERIES 90-FG, FILTER FRAME W/. OFF FILTER FRAME CEILING FILTER. EQUAL PRODUCTS SAME AS FOR WHITE WITH FILTER PLENUM "A" GRILLE ABOVE. L 24"X24" DOOR GRILLE COMBUST'N. LIMA SERIES 9Q-RA-VPT, WITH e' SATIN GRILLE AIR TO MESH INSECT SCREEN AND FLANGE ALUM. @ LAUNDRY & ROOM. FOR DOOR MOUNTING.. OR EQUAL PROD - WATER HEAT- DUCTS SAME AS FOR "A" GRILLE ABOVE. ER ROOMS. SPECIAL NOTES FOR GRILLES. & R E G I S T E R SOME GRILLES, REGISTERS AND DIFFUSERS, AND OTHER AIR CONTROL.NG DEVICES NOW EXIST AT THE JOBSITE. SOME OF THESE EXISTING ITEMS APPEAR TO BE IN USABLE CONDITION. THE OWNER DESIRES TO REUSE AS MANY OF THE EXISTING GRILLES, ETC., AS PRACTICABLE. THE H. V. A. C. SUBCONTRACTOR SHALL TAKE DOWN EXISTING GkILLES WHERE THEY NOW EX- IST, AND SHALL EXAMINE THEM FOR POSSIBLE REUSE ON THE PROJECT. WHERE THE EXISTING ITEMS ARE DETERMINED TO BE IN REUSABLL CONDITION, THE H. V. A. C. SUB -CONTRACTOR SHALL CLEAN, RE -ADJUST, AND PUT THE ITEMS IN WORr:ABLE CGttiDITION, AND SHALL PAINT THE EXPOSED PORTIONS. ALL. CONTROL DAMPERS AND AIR DIRECTING VANES SHALL BE MADE' OPERABLE, AND RUST AND DIRT SHALL BE REMOVED. FROM THE GRILLES, ETC. THE OWNER'S REPRESENTATIVE WILL INSPECT THE RENOVA-ED ITEMS, AND WHERE POSSIBLE. THE GRILLES, ETC., MAY BE RE -USED ON THE PROJECT. THE CONTRACTOR SHALL USE CARE IN SELECTING'! THE GRILLES AND REGISTERS AS CLOSELY IN SIZE AS POSSIBLE TO THE SIZES SHOWN ON THE PROJECT DRAWINGS. WHERE THE EXISTING DEVICES ARE DETERMINED TO BE UNUSABLE CONDITION, NEW EQUIPMENT SHALL BE INSTALLED AS SHOWN ON THE PROJECT DRAWINGS. ALL DECISIONS AS TO THE USABILITY OF THE EXISTING EQUIPMENT SHALL BE MADE BY THE OWNER AND/OR THE ENGINEER - ARCHITECT, WHOSE DECISION SHALL BE FINAL IN ALL MATTERS. j SPECIAL NOTES ON THE H. V. A. C. SYSTEM: THE EXISTING HEATING AND VENTILATING AND AIR CONDITIONING SYSTEMS IN THE APART- MENTS HAVE GENERALLY ALL BEEN REMOVED BY THE OWNER'S FORCES. THE OLD SYSTEM WAS A HYDRONIC TYPE SYSTEM WITH A CENTRAL CHILLER PLANT AND BOILER INSTALLATION FOR j SUPPLYING HEATED AND CHILLED WATER TO FAN AND COIL UNITS WITH WATER COILS IN EACH INDIVIDUAL APARTMENT UNIT. THIS SYSTEM HAS BEEN REMOVED, AND MOST OF THE ACCES- SIBLE AIR CONDITIONING APPARATUS HAS BEEN REMOVED. THE PIPING SYSTEMS, IN GENERAL HAVE BEEN ABANDONED BELOW GRADE AT THE SITE, OR WITHIN THE BUILDING'S. STRUCTURE. NEW AIR-TO-AIR, ALL ELECTRIC HEAT PUMPS WILL BE INSTALLED IN ALL OF THE UNITS TO SUPPLY HEATING AND COOLING TO THE APARTMENTS. THE NEW HEAT PUMPS WILL BE SPLIT SYSTEM TYPE UNITS WITH DIRECT EXPANSION REFRIGERATJN SYSTEMS, AND ELECTRICAL RES- ISTANCE COILS FOR EMERGENCY AND BACK-UP HEATING. NEW CONDENSING UNITS WILL BE GROUPED AND SET ON PRE -CAST CONCRETE PADS ALONG THE BUIL-DING'S PERIMETERS, AND NEW REFRIGERANT LINES WILL BE EXTENDED TO THE NEW FAN AND COIL INDOOR SECTIONS BY THIS CONTRACT. NEW ELECTRICAL SERVICE EXTENSIONS, AND MODIFICATIONS TO THE TO THE ELECTRICAL DISTRIBUTION SYSTEM WILL BE MADE AS A PART OF THIS RENOVATION PROJECT. THE BIDDERS SHALL VISIT THE CONSTRUCTION SITE, AND THOROUGHLY INFORM THEMSELVES OF THE EXISTING CONDITIONS OF THE WORK. ANY QUESTIONS ARISING DURING THE BIDDING STAGES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE ENG- INEER FOR CLARIFICATION. MECHANICAL EQUIPh,,A,r,,.--'NT SCHEDULE PLAN GENERAL MINIMUM CAPACi7'�S ELECTRICAL PROTOTYPE EQUIPMENT USED IMARK DESCRIPTION VOLT. PH.HZ MANUFACTURER 8k MODEL NO. i CU -1 OUTDOOR SECTION COOLING: 17,500 ! 230/1/60 ARCOAIRE MODEL #AYCO18, OR OF A SPLIT SYS- HEATING: DAY & NIGHT MODEL #565AJO18, STEM AIR-TO-AIR 10,000 @ 17 F HEAT PUMP UNIT 17,100 @ 47°F OR, GENERAL ELECTRIC MODEL #BWD718A10OA CU-2 OUTDOOR SECTION COOLING: 22,600 ' 230/1/60 ARCOAIRE MODEL #AYCO24, OR OF A SPLIT SYS- HEATING: DAY & NIGHT MODEL #565AJO24, TEM AIR-TO-AIR 12,400 @ 170F HEAT PUMP UNIT 22,800 @ 47°F OR, GENERAL ELECTRIC MODEL #BWD724A100A CU-3 SPECIAL NOTES FOR GRILLES. & R E G I S T E R SOME GRILLES, REGISTERS AND DIFFUSERS, AND OTHER AIR CONTROL.NG DEVICES NOW EXIST AT THE JOBSITE. SOME OF THESE EXISTING ITEMS APPEAR TO BE IN USABLE CONDITION. THE OWNER DESIRES TO REUSE AS MANY OF THE EXISTING GRILLES, ETC., AS PRACTICABLE. THE H. V. A. C. SUBCONTRACTOR SHALL TAKE DOWN EXISTING GkILLES WHERE THEY NOW EX- IST, AND SHALL EXAMINE THEM FOR POSSIBLE REUSE ON THE PROJECT. WHERE THE EXISTING ITEMS ARE DETERMINED TO BE IN REUSABLL CONDITION, THE H. V. A. C. SUB -CONTRACTOR SHALL CLEAN, RE -ADJUST, AND PUT THE ITEMS IN WORr:ABLE CGttiDITION, AND SHALL PAINT THE EXPOSED PORTIONS. ALL. CONTROL DAMPERS AND AIR DIRECTING VANES SHALL BE MADE' OPERABLE, AND RUST AND DIRT SHALL BE REMOVED. FROM THE GRILLES, ETC. THE OWNER'S REPRESENTATIVE WILL INSPECT THE RENOVA-ED ITEMS, AND WHERE POSSIBLE. THE GRILLES, ETC., MAY BE RE -USED ON THE PROJECT. THE CONTRACTOR SHALL USE CARE IN SELECTING'! THE GRILLES AND REGISTERS AS CLOSELY IN SIZE AS POSSIBLE TO THE SIZES SHOWN ON THE PROJECT DRAWINGS. WHERE THE EXISTING DEVICES ARE DETERMINED TO BE UNUSABLE CONDITION, NEW EQUIPMENT SHALL BE INSTALLED AS SHOWN ON THE PROJECT DRAWINGS. ALL DECISIONS AS TO THE USABILITY OF THE EXISTING EQUIPMENT SHALL BE MADE BY THE OWNER AND/OR THE ENGINEER - ARCHITECT, WHOSE DECISION SHALL BE FINAL IN ALL MATTERS. j SPECIAL NOTES ON THE H. V. A. C. SYSTEM: THE EXISTING HEATING AND VENTILATING AND AIR CONDITIONING SYSTEMS IN THE APART- MENTS HAVE GENERALLY ALL BEEN REMOVED BY THE OWNER'S FORCES. THE OLD SYSTEM WAS A HYDRONIC TYPE SYSTEM WITH A CENTRAL CHILLER PLANT AND BOILER INSTALLATION FOR j SUPPLYING HEATED AND CHILLED WATER TO FAN AND COIL UNITS WITH WATER COILS IN EACH INDIVIDUAL APARTMENT UNIT. THIS SYSTEM HAS BEEN REMOVED, AND MOST OF THE ACCES- SIBLE AIR CONDITIONING APPARATUS HAS BEEN REMOVED. THE PIPING SYSTEMS, IN GENERAL HAVE BEEN ABANDONED BELOW GRADE AT THE SITE, OR WITHIN THE BUILDING'S. STRUCTURE. NEW AIR-TO-AIR, ALL ELECTRIC HEAT PUMPS WILL BE INSTALLED IN ALL OF THE UNITS TO SUPPLY HEATING AND COOLING TO THE APARTMENTS. THE NEW HEAT PUMPS WILL BE SPLIT SYSTEM TYPE UNITS WITH DIRECT EXPANSION REFRIGERATJN SYSTEMS, AND ELECTRICAL RES- ISTANCE COILS FOR EMERGENCY AND BACK-UP HEATING. NEW CONDENSING UNITS WILL BE GROUPED AND SET ON PRE -CAST CONCRETE PADS ALONG THE BUIL-DING'S PERIMETERS, AND NEW REFRIGERANT LINES WILL BE EXTENDED TO THE NEW FAN AND COIL INDOOR SECTIONS BY THIS CONTRACT. NEW ELECTRICAL SERVICE EXTENSIONS, AND MODIFICATIONS TO THE TO THE ELECTRICAL DISTRIBUTION SYSTEM WILL BE MADE AS A PART OF THIS RENOVATION PROJECT. THE BIDDERS SHALL VISIT THE CONSTRUCTION SITE, AND THOROUGHLY INFORM THEMSELVES OF THE EXISTING CONDITIONS OF THE WORK. ANY QUESTIONS ARISING DURING THE BIDDING STAGES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE ENG- INEER FOR CLARIFICATION. MECHANICAL EQUIPh,,A,r,,.--'NT SCHEDULE PLAN GENERAL MINIMUM CAPACi7'�S ELECTRICAL PROTOTYPE EQUIPMENT USED IMARK DESCRIPTION VOLT. PH.HZ MANUFACTURER 8k MODEL NO. i CU -1 OUTDOOR SECTION COOLING: 17,500 ! 230/1/60 ARCOAIRE MODEL #AYCO18, OR OF A SPLIT SYS- HEATING: DAY & NIGHT MODEL #565AJO18, STEM AIR-TO-AIR 10,000 @ 17 F HEAT PUMP UNIT 17,100 @ 47°F OR, GENERAL ELECTRIC MODEL #BWD718A10OA CU-2 OUTDOOR SECTION COOLING: 22,600 ' 230/1/60 ARCOAIRE MODEL #AYCO24, OR OF A SPLIT SYS- HEATING: DAY & NIGHT MODEL #565AJO24, TEM AIR-TO-AIR 12,400 @ 170F HEAT PUMP UNIT 22,800 @ 47°F OR, GENERAL ELECTRIC MODEL #BWD724A100A CU-3 OUTDOOR SECTION COOLING: 28,600 230/1/60 ARCOAIRE MODEL #AYC03O, OR OF A SPLIT SYS- HEATING: DAY & NIGHT MODEL #565AJO30, TEM AIR-TO-AIR 17,200 @ 170F HEAT PUMP UNIT 29,600 @ 47°F OR, GENERAL ELECTRIC MODEL #BWD730A100A FCU-1 HORIZONTAL FLOW COMPATIBLE WITH 230/1/60 ARCCAIRE MODEL #DBYHA018G005, ATTIC MOUNTED, CU-1 ABOVE, AND, DAY & NIGHT #513C018005, OR INDOOR SECTION OF WITH MULTISPEED A SPLIT SYSTEM FAN & 5 KW STRIP GENERAL ELECTRIC MODEL NO. AIR-TO-AIR HEAT HEATER. 600 CFM BWU018AIOGA. PUMP UNIT, WITH @ .25" SPWG. AUXILIARY STRIP HEATERS & CONTR- OLS AS REQUIRED. FCU-2 SAME AS FCU-1, COMPATIBLE WITH 230/1/60 ARCOAIRE MODEL #DBYHA024GOO8, EXCEPT FOR SIZE. CU-2 ABOVE, AND, DAY &-NIGHT #513CO24008, OR WITH MULTISPEED FAN & 8 KW STRIP GENERAL ELECTRIC MODEL N0. HEATER. 800 CFM BWU024B10LA. @ .25" SPWG. FCU-3 SAME AS FCU-1, COMPATIBLE WITH 230/1/60 ARCOAIRE MODEL #DBYHA030G10 EXCEPT FOR SIZE. CU-3 ABOVE, AND, DAY & NIGHT #513CO30010, OR, WITH MULTISPEED FAN & 10 KW STRIP GENERAL ELECTRIC MODEL NO. I HEATER. 1000 CFM BWU030BIONA. @ .25" SPWG FCU-4 UPFLOW, INDOOR COOLING: 30,000 230/1/60 DAY & NIGHT #517EN030, WITH SECTION OF A HEATING: #302593-426 HEATER PACKAGE SPLIT SYSTEM, 17,200 @ 17°F. GENERAL ELECTRIC MODEL NO. AIR-TO-AIR HEAT 29,000 @ 47°F. BWV030P1OOD, COMPLETE WITH PUMP UNIT, WITH MULTISPEED FAN & #BAY96X1410A HEAT PACKAGE. ELECTRIC HEATER NOMINAL IOKW HEAT STRIP PACKAGE. STRIP 1000 CFM @ CARRIER, TRANE, OR YORK WITH .25" SPWG SAME CAPACITIES AS ABOVE, AS APPROVED BY THE ENGINEER. z O w O 0 J w m r APPROVED FOR PERMITT O AS NOTED ON PLANS p WITH ATTACHMENTS ❑ WITWt3UT 6tT i FiCHMEP By _C._.�(�� _date _y.,La 11 Pil h � v µ�. .,y. v • �c MA 7 ry f - .rr5 Y Y 4 i n C) DATE 2 - 91 GRAtijM:WHK,DSH 24 C S;-itET `JUNiS R K z 24 OF 26 SHEETS i n C) DATE 2 - 91 GRAtijM:WHK,DSH 24 C S;-itET `JUNiS R K z 24 OF 26 SHEETS A UNIT ELECTRICAL PLAN it 1 11 H UNIT ELECTRICAL PLAN 1 11 C UNIT ELECTRICAL PLAN if I to B UNIT ELECTRICAL PLAN m E UNIT ELECTRICAL PLAN I$ a 11 D UNIT ELECTRICAL Pl. APPROVED FOR PERMITTING: &WS NOTED ON PLANS po"WITH ATTACHMENTS Cl WITH UT ATTACHMENTS au � Date 2 ¢ F UNIT ELECTRICAL PLAN G UNIT ELECTRICAL SCALE rel PLAN = 1 - 0�� V F ' J ±ILLtj LLJ J UNIT ELECTRICAL PLAN 11 1 Is DATE 2 - 91 DRAWN B�. ; WHK,DSH S-`ET BE 25 25 26 iEE7- �a M c I d 2 01 202 ❑ D 203 204 205 206 D ❑ 261.0 3-1 3-2 101 102 ❑ ❑ 103 104 rI ❑ ❑ u 105 106 400 ❑ ❑ 2P l07 loe 352.9 ❑ ❑ 261.0 201 202 D ❑ 203 204 D 206 U205 400 ❑ ❑ 2P 301 302 372.2 ❑ ❑ K UNIT ELECTRICAL PLAN Sc. v = - I, 301 302 ❑ D 303 304 D ❑ 305 3 0 6 400 2P ❑ D D 308 311.6 ❑ ❑ 3-3 401 402 ❑ ❑ 403 ()8 ❑ 0 405 406 400 ❑ ❑ 2P 407 408 3323 ❑ ❑ 401 402 D D 403 404 ❑ ❑ D (40)5 406 (40 7 408 283.3 ❑ ❑ 3-4 501 601 602 D ❑ ❑ 502 603 604 D ❑ ❑ D 503 (605) 606 600 ❑ ❑ ❑ 2P 504 607 608 562.6 ❑ 0 ❑ D HANDICAP UNIT ELECTRICAL PLAN Sc.va=i-e il 601 602 D D U6O3 604 ❑ ❑ 605 606 D ❑ 3-5 3-6 70l 801 802 D ❑ ❑ 702 803 804 ❑ ❑ D a703 805 806 600 D ❑ ❑ 2P U 807 808 483.8 ❑ ❑ ❑ 282.8 HANDICAP UNITS TELEPHONE - 18" A.F.F. OUTLETS - 18" A.F.F. SWITCHES - 48" A.F.F. APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS [3 WITH ATTACHMENTS ❑ WITH�RCHMENTS Date 'l g 701 702 D ❑ 703 704 ❑ ❑ a Q_05) 8400 ❑❑ 707 (708 311.6 ❑ ❑ 3-7 90 I 902 ❑ D 903 904 rI D U 905 906 400 ❑ D 2P 907 908 373.E 1 ❑ ❑ I 2P 315.9 2-I 2-273 2-4 all 2-576 2-7.8 2-9 DETAILS OF ELECTRICAL DISTRIBUTION CENTERS (METERING MODULES) FOR PHASES TWO AND THREE NOT TO scare 801 802 D D 803 804 ❑ D 805 806 400 2P ❑ ❑ (!07 808 311.6 ❑ ❑ 3-3 E HANDICAP UNIT ELECTRICAL PLAN SC. 1/4" = I' - 0 11 3-9 261.0 10 y � t 1�J •= J. - �. i � ^ o C�� z 'l i 1001 1002 1003 ❑ ❑ D I, 10 1005 1006 D ❑ D D, 00 1009 1009 400 D ❑ ❑ 1010 235.0 ❑ 100 I 10 02 U p MNN U P DOWN t003 1004 ❑ ❑ 2-II 3-12 -*----TYPICAL METERING MODULE. 1005 1006 NUMBER REFERS TO APARTMENTUNIT SERVED. SHOWS BRANCH FEEDER BREAKER SERVING PANELS ❑ SHOWS METER MODULE MAIN DISCONNECT WHERE MORE THAN SIX METERS OCCUR, SHOWS AMPS. AND 1007 1008 POLES OF MAIN. ❑ D NUMBER INDICATES ELECTRICAL DISTRIBUTION CENTER MARK ON BUILDING DRAWINGS. 2 - 10 -* ALL EQUIPMENT SHOWN SHALL BE NEMA CLASS 3R, .) AT 230V. CODE. SHOWS CALCULATED BUILDING LOAD (AMPS STNGLE PHASE, PER NATIONAL ELECTKRrrCAL Kam•] 239.1 F3 , W� c j� Q L� o 1~ a a O � x •r t i r�, P:j 1 ' { psi Oo ��..� 2_ 91 WHK,DSH 5 E R 26 26 _-- �ERI �II�tiJ /�t�Ts �%i Ld > EXISTING 6'1 D.I. WTR. LINE Q� Z 0 z 0 2 STA. 0 4 30 6 to M.J. 90 10 BEND STA. 0+ 10 6 M.J. 90' STA. 0 00 BEND 6" M.J. TAPPING SLEEVE AND VALVE - I TIE INTO EXISTING D.I. WTR. LINE EXISTING 6 11 / &/ D.I. WTR. L1NE -J 20 UTILITY EASEMENT 268 PAGE 803 co, co EXISTING MANHOLE il 71t C4 1 NEW 6'1 CLASS 52 PUBLIC D.I. WTR. LINE w w z a: Ill 311: w BLDG. BLDG. Z BLDG. 0 111 W EXISTING MANHOLE 151WIDE CITY OF COLLEGE STA. EASEMENT - VOL. 26811 PAGE 785 vi vi BLDG. (y) STA. 2 + 00 s( 6"M.J. 90' L_ BEND STA. 2 + 10 NEW TYPE 2 FIRE HYDRANT BLDG. HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE 'WTELED(NE PRINTED IN U.S.A. N NEW FIRE HYDRANT PLAN 'A' SCALE 1 = 20' 0 cf) Lli LL 0 A- C:2f Lu co co C:) Li z U) Z < x 0 Li Z_ 0 V < a: M Lu 0 Lu z 0 L) O = (D 0 uj _j L&J < 6" M.J. GATE VALVE >-�z V— WITH BOX m o FIRE = Q HYDRANT ffn NOTE M.J. ANCHOR COUPLING FIRE HYDRANTS WITH M.J. AND � Q (LENGTH AS A.C. PIPE SHOES ARE FURNISHED O REQ'D BY PLANS) r cr O �> > ► > O WITH STRAPPING LUGS. (SEE DETAIL: 1-I) o �i ► ►•► Zr►► ►►y��► O , M.J. 900 ANCHORING 10.► ► ► > ► ► D 11 BEND (SEE '► ► y,.;- •:..,_: 15 MIN. DETAIL: I-G) ' ti 18" MAX. 15" MIN. n 18" MAX. o ' I GROUND LEVEL uG 2411 SQ.X 4" THK.CONC. 311 MIN. GROUND LEVEL 3 MIN. SLAB (TYP) 5 MAX. GROUND LEVEL ' ;. :;. OR TOP OF CURB OR TOP OF - • � CURB �5 MAX. OR TOP OF �, :•,. ��� � # A CURB Z m ! M.J.4 BAR- ANCHOR COUPLING w ____; T H W 11-It1 (1311) TO 61 VALVE H ' a Ljj o o cr o E (SEE DETAIL: I -I) w z 1 M.J. FIRE HYDRANT � � w w VALVE BOXY o a Z SET FH. ON UNDISTURBED w ( TYPICAL) 6" M.J. GATE VALVE W/ VALVE `n —FIRE HYDRANT LEADS z Fz- � U) EARTH IF POSSIBLE. IF i z NOT SUPPORT TO UNDIS- BOX "_M _J�GAT VALVE LONGER THAN 18 FEET Q z w WILL BE CONSIDERED AS -; w a • TURBED EARTH. 7 CU. FT. CRUSHED ROCK MAIN LINES aANY CITY 7 CU. FT. CRUSHED J w OR CLEAN GRAVEL OF COLLEGE STATION ROCK OR CLEAN M.J. TEE WITH 6�� BRANCH 6" M.J. 90° ► , ► ► . ► > APPROVED PIPE MAY ► `► � GRAVELM.J. ANCHOR ( SEE DETAIL I-F) 11 ANCHORING BEND �' ►'� , . A ;► M.J. TEE WITH BE USED. ► y ► ► b. ►�� TEE ON WATE 6 X 13 M.J. ► , ►, ►+ 6 BRANCH > 6 M.J. GATE VALVE .' � ' ►• � ' ► ► ► > � > ► MAIN (SEE DETAIL I-G) ANCHOR COUPLING•►• ,0116 v ►► ) 11 * ). i' ► ►� . ► ► � (SEE DETAIL- I- H ) W / VALVE BOX * ► ► (SEE DETAIL 1- F) r ► (SEE DETAIL I -I) A T 10. ' ► A. ► � ► ► i ► ► ► I ► 0 ► �.+�►� i i ► i ►','' A' A► �s P , ►� _—CONCRETE BLOCKING O O O .`' * < < r O .� (2000 PSI ) O ►' _Mi P r , ,,�� ►► �"l a`r► (DO NOT PLUG WEEP O O ` HOLES WITH CONCRETE) O M.J. ANCHOR t' 6 M.J. 90 ANCHORING BEND <; . 6COUPLING 'c- �� - ► � �: _ �.< �.x 13 M.J. ANCH R (SEE DETAIL I-G�) ' (VARIABLE DETAIL -- CONCRETE BLOCKING ( LE LENGTH) C COUPLING I D (SEE DETAIL: I -I) 4 THICK CONCRETE SET HYDRANT ON 4" 'THICK CONCRETE (2000 PSI) (DO NOT PLUG WEEP STET HYDRANT ON BLOCK OR BRICK (SEE DETAIL'- I -I) 4" THICK CONCRETE VERTICAL RISER DETAIL FOR FIRE HYDRANT LEAD BLOCK OR BRICK HOLES WITH CONCRETE) 4 THICK CONC. (2000 PSI) BLOCK (2000 PSI) BLOCK OR BRICK DETAIL: I - A DETAIL: I — B : _ GENERAL LL D V DAD EARTH FREE OF ROCK, LUMPS, a CLODS DETAIL I C EXCEEDING 6 SHALL BE PLACED BY HAND a COMPACTED TYPICAL FIRE HYDRANT TH�EUTOP OF CAST THE PRO N PIPE TO A DEPTH OF 1211 OVER 2-ALL CONCRETE BLOCKING SHALL BE 2000 PSI. 3-ALL THRUST BLOCKING WILL PROVIDE A MINIMUM OF 2 DETAIL+ 1-8 SO. FT. OF BEARING AREA OF CONCRETE ON UNDISTURBE M.J. FIRE HYDRANT 11 SOIL, OR AS DIRECTED BY THE ENGINEER. 6 M.J. GATE VALVE 8� BOX 4•ALL PIPE WILL BE LAID SO AS THE ENTIRE BARREL WILL 6" M.J. 900 ANCHORING HAVE FULL BEARING ON THE FINE, GRADED TRENCH �- BEND (SEE DETAIL I-G Ju 6"x 13" M.J. ANCHORING COUPLING (SEE DETAIL: I -I) �— DETAIL I -A e i A + A 2.50" BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL 8� FIRE HYDRANT. ROTATING RINGS CENTER LINE 5• WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE _ BLOCKING HAS REACHED 1500 PSI. 6' ALL GATE VALVES TO BE*. "rr_ a• "0" RING TYPE WITH NON -RISING STEMS. ��PAVED STREET�� w b • MECHANICAL JOINTS COMPLETE WITH GLANDS, BOLTS GASKETS. Q c• OPEN COUNTER- CLOCKWISE (LEFT) B CURB 8► GUTTER---,,� 21 d• FURNISHED WITH 2'' SQ. OPERATING NUTS. e' ALL BOLTS & NUTS TO BE STAINLESS STEEL A304 OR A316. 4 7' ALL FITTINGS SHALL BE MECHANICAL JOINTS, UNLESS -DOES NOT INCLUDE JOINT ACCESSORIES A II-61 OTHERWISE DIRECTED BY FIELD REPRESENTATIVE. 8-FACE STEAMER CONNECTION TOWARD NEAREST CURB TYPE I DETAIL I — F WATER LINE-"'3' OR STREET, UNLESS OTHERWISE SHOWN ON PLANS M.J. ANCHORING TEE STANDARD M.J. TEE (SEE DETAIL: I- H ) 6" M.J. GATE VALVE M J FIRE HYDRANT R.O.W. LINE—� + OR DIRECTED BY FIELD REPRESENTATIVE. 9'6" M.J. GATE VALVES TO BE RESILIENT SEAT TYPE. 10-FOR FIRE HYDRANTS WITH M.J. OR A.C. PIPE SHOES, STRAPPING LUGS ARE FURNISHED AS STANDARD ITEMS II. IF DEPTH FROM TOP OPERATING NUT TO TOP OF VALVE c NOTE• WEIGHTS OF ANCHORING BENDS, TEES, AND COUPLINGS INCLUDE WEIGHT BOX EXCEED HEN A VALVE STEM EXTENSION 8c BOX SHAL Qt OF ONE SPLIT GLAND FOR TEES AND COUPLINGS AND TWO SPLIT GLANDS FOR �1. 90° BENDS. DETAIL I - G wp t CENTER LINE 0 �� Mop M.J. 900 ANCHORING BEND AIR. �, `� N 611 x 1311 M.J. ANCHORING PAVED STREET Rv COUPLING (SEE DETAIL- I -I) CURB 81 GUTTER—� N VISION DATE TYPE 2 INTEGRALLY i V ,pnTATInir- 5-6 1 II STANDARD M.J. TEE CAST GLAND (SEE DETA L: I - F) ,`2.50" 6" M.J. ANCHORING COUPLING B (VARIABLE LENGTH) M.J. FIRE HYDRANT (SEE DETAIL: I -I) A A -1- o — — SCHEDULE SIZE (in.) A DIM. (in.) 8 DIM. (in.) WT* ( Ibs.) 6 x 6 1 8.0 8.0 125 8 x 6 9.0 9.0 175 12x6 12.0 12.0 325 16x6 15.0 15.0 615 18 x 6 13.0 15.5 670 SCHEDULE SIZE (i n.) A DIM. (in.) B DIM. (in.) WT. (I bs.) 6 15.5 1 10.56 100 6"WATER LINE—"'51-01 LINE —� --�— AS NOTED ON Pl ,ANS I rho' -OF' C@�LEGE STATION H I ��. G 'I NTS ►TEE R ENT D _ 6 M.J. GATE VALVE 6 xl3 .. DETAIL I -- a BOX - COUPLING (SEE DETAIL: I -I) _ APPURTENANCE SHEETS TYPE 3 DETAIL: I - H DETAIL: I I FIRE HYDRANT LAYOUTS M.J. ANCHORING TEE SCALE NO SCALE APPROVED BY URAWN BY JLR DETAIL' I -- E M.J. ANCHORING COUPLING DATE NOVEMBER 85 SHEET NO. FIRE HYDRANT ASSEMBLIES FIRE HYDRANT DETAILS W.3/ 1 CAST GLAND RING Tr 2.—►i2.5' L 11 " " M J ANCHORING SCHEDULE SIZE (in.) A DIM, i n.) B DIM. (in.) WT. ( Ibs) 6 x6 8 10.75 125 8 x 6 9 11.75 175 10 x 6 11 13.75 250 12 x 6 12 14.75 325 SCHEDULE SIZE (in.) L DIM. (in.) WT. ( Ibs.) 6 13 70 6 18 85 6 24 100 6 30 115 6 36 130 En. - WELD 900 MITRE WELD I" STD. WT PLAIN END PIPE 450 MITRE WELD 1/2"DIA. REINFORCING RODS M.- t - 1 7 1�2'1 2"(TYP.)j 2 TYR) TO.R u u u u 77�,/-E 1/4 It 1/2"x 2 3/4" DIA. MACH. BOLT WITH HEX NUT (4 REQUIRED) 6 3/ 8 " It (SEE DETAIL 7-C) TABLE OF DIMENSIONS FOR VARIOUS PIPE SIZES A B 0% 16F D E 11 11-3 5/811 21-6 5Mll 41-611 3 1_1111 III -6 8" If- 2 5/8 If 21-25/8 If 41-611 3 1- 10 1/8u 2 of �' 1'- 7 3/4 " 21 � 10 3/4" 4-6 Ild' . 3- 6 7/6" 2 " - 16" 1'-11 1/4" 3'-21/411 4- 6 118" 3- 5 1/4" 2" 2Cr 2 3 1/4 3'- 6 1/8 4'- 6 1 /8" 3'- 2 3/8" 2 24! 21- 7 1/4 11 3'- 10 1/4" 4'- 6 1/4!' 2'- 111/2 211 3d I 1 :3' - 1 3/8 " 1 4'- 4 3/8 If 1 4'- 6 /4!' 2'- 7 1/4 2 It 36'1 S-71/8111 41-10 1/8111 4 1 - 6 1/4' 2'-3 3/8"1 211 31-011 MIN.* 9-m5mlm T T T T T Tt_ F, NOTE: 1. PIPE GUARD TO BE PAINTED IN ACCORDANCE WITH CURRENT SPECIFICATIONS FOR PAINTING STEEL CARRIER PIPE. 2. PIPE GUARDS TO BE INSTALLED AT CREEK CROSSINGS (ONE AT EACH END), SO AS TO PREVENT UNAUTHORIZED PERSONS (CHILDREN) FROM WALKING PIPES AND FALLING iNTO CREEKBED OR FLOODWATERS. DETAIL: 4 - B. PIPE. GUARD DETAIL STRAP PIPE TO PIERS, PROVIDE 2 11 WIDE x 1/8" THICK HDG STEEL BAND WITH 2-1/2 If x 12" ANCHOR BOLTS WITH NUTS TO ANCHOR STRAPS. 3000 PS.I. CONCRETE 04 BARSS 12"C-C EACH FACE NATURAL GROUND \V/ 4 - #5 BARS VERTICAL IN EACH FACE (EQUALLY SPACE0 1 1 36'1 1 19"11 D.I.P. d.T.,i(j M * i , 12 11 31-011 MIN. 9 IN GENERAL, DEPTH SHOULD EQUAL OR EXCEED HEIGHT ABOVE FINISH GRADE. PIERS TO BE DESIGNED BY A REGISTERED PRO- FESSIONAL ENGINEER . DUN L - 4- ik CONCRETE PIER DETAIL 11/2", I" PIPE FRAME'---, (WELDEDJ____� 11 x 3 11 6 1 je8 RTO FIT CUI VED O.D. PIPE 2 11 x6"x 3/8" FL'WELDED DRILL 2- 5/8" DIA. TO EACH END HOLES EACH END TOP VIEW DETAIL: 4-C PIPE CLAMP DETAIL SELECT MATERIAL (TYPICAL) 11L7 Bd - 12 MIN. EVA 8" MIN. / 12" MAX. CLASS D EMBEDMENT (N.A.S.Pl.) 8 if FLEXIBLE BASE PER t;DliPT ITEM 248, SAW CUT ril MIN. GRADE 1, TYPE A, CRUSHED STONE EXISTING PV T-� I M TYPE I'D" HMAC PER I IN� SDHPT IT':M 340 EXISTING GRAVEL�( =14� 1 V �\%N N� MATERIAL (SAND ABOVE EMBED. COMPACTED TO 95% DENSITY BY ASTM D2045 '-EMBEDMENT CLASS AS REQUIRED DETAIL: 4- D GRAVEL DRIVE PAVEMENT REPAIR (N. A.S. R 1.) 6" 6 FLEXIBLE BASE PER -e- SDHPT 248, GRADE 1. T Tyl YPE A, CRUSHED STONE PIPE,, r� D GRANULAR MATERIAL (SAND) O.D. ABOVE EMBED. COMPACTED PIPE 0 D. TO 95% DENSITY BY ASTM U - D2045 EMBEDMENT CLASS AS REQUIRED DETAIL -.4- E ASPHALT DRIVE PAVEMENT REPAIR (N.A.S.Pl.) ,k,-PROVIDE SAME ANCHOR BOLTS AND STRAPS AS PIERS -3000 P.S.I. CONCRETE DETAIL: 4-F PIPE ANCHOR DETAIL I PIPE EMBEDMENT (MANUALLY CONSOLIDATED TYPICAL TRENCH 1�,7AB T 0 IMUI T OPTIMUM MOISTURF NOMENCLATURE 7777�-(SEE NOTE 2).U�V_,*\� _7��77,-(SEE NOTE 2) S E E N OT E 2) 7­�//,'-(SEE NOTE 2)-L-`�"\\ BACKFILL - - I � a J B d B d B d 2" MIN. (MANUALLY CONSOLIDATE 12" Mm. 12 MIN. 12" MIN. AT OPTIMUM MOISTURE- 0 PIPE #4 AT 10" O.C. �EMBEDMENT LIGHTLY COMPACTED ------- - 6" MIR PIPE ZONE PIPE el 3000 # CONCRETE + (SPADE BY LIFTS INTO ARCH W/REkllll���,?,, Bc/2 PLACE TO FILL ALL Bc/2 (SPADE BY LIFT 14; INTO PLACETO Ll VOIDS AROUND PIPE. PI RE DING FILL ALL VOIDS (MANUALLY CONSOLIDATE MANUALLY CONSOLI- 1) 9 9 11 .1 - Cf 'I AT op,rimum MOISTURE.) DATE.) AROUND PIPE.) B c D Bc Bc (SPADE BY LIFTS INTO Bc/8 OR 4" MIN. (TYR) Bc/6 OR -d" MIN PLACE TO FILL ALL 8" MIN./ 12 "MAX. VOIDS AROUND PIPE. 8 " MIN./ 12" MAX. 8" MIR 11112" MAX. MANUALL' CONSOLIDATE.) a" MIN. 12" MAX. CLASS C CLASS B CLASS A MODIFIED (UL A S S A- I EMBEDMENT EMBEDMEN'71' EMBEDMENT EMBEDMENT (CONCRETE ARCH) (N.A.S.Pl.) (N. A.So P 0 (N A 0" P 1.) CITY SPECIFICATIONS WS. 304.0 MATERIALS FOR EMBEDMENT - KEY - A. SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION. 13. GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRISs OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MF:ETS THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 - MAXIMUM PERCEN7.' PASSING No 200 SIEVE 15 MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. D. CRUSHED STONE, FINE GRADATION (RIGID PIPE) OR PEA GRAVEL (FLEXIBLE PIPE ) CRUSHED STONE OR GRAVEL CONSISTING OF DURABLE PARTICLES AND MEETING THE FOLLOWING REQUIREMENTS PASS�'1403 1/2 If SIEVE 100% PASS ING 3/ 8 If SIEVE 80-100% PASSING No. 4 SIEVE 15-60% PASSI NG No. 10 SIEVE LESS THAN 2% F. CRUSHED STONE If STANDARD GRADATION CRUSHED STONE CONSISTING OF DURABLE PARTICLES AND M E EET I N G THE FOLLOWING REQUIREMENTS 100% PASSING 2" SIEVE 90-100% PASSING 1112- SIEVE 35 - 70 c/o PASSING 3/4 SIEVE 0-1511/0 PASSING 3/8 SIEVE 0-5% PASSING No. 4 SIEVE Lt-:,,.-)S THAN 2% PASSING No. 10 SIEVE G. COHCRETE (FOR ENCASEMENT, FILL OR BLOCKING CONFORM TO ASTM C94. THE COMPRESSIVE S-7RENGTH OF THE CONCRETE SHALL BE AT LEAST 3.000 PSI AND SHALL CONTAIN AT LEAST FOUR (4) SACKS OF CEMENT PER CUBIC YARD. P.�z=p:i_(SEE NOTE 2) -�n -7=7­3 (SEE NOTE 2) Bd Bd 200 0 PS I CONCRETE A FOLYWRAP (FOR D I.R ONLY) MIN. EMBEDMENT CLASS Bc/8 09 4 MIN. AS REQUIRED CRUSHED STONE 4 JARS SPACED SUCH STD. GRADATION THAT PIPE WILL NOT 4 MIN. (DEPTH VARIES FLOAT OUT OF PLACE AS FEQUIRED BY B,c WHEN CONCRETE IS PLACED ENGINEER) Bc 8" MIN./ 12" MAX. 8" MIN. / 12 If MAX. CRUSHED STONE FOR TRENCH STABILIZATION CONCRETE ENCASEMENT PAID BY C.Y. ACTUALLY PLACED) (PAID BY C.Y. PER TABLE I NOTES: 1. FOR MINIMUM AND MAXIMUM TRENCH WIDTH, SEE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS. 2. AT THE CONTRACTOR'S OPTION, IN LIEU OF SHEETING AND SHORING OR OTHER PROTECTIVE MEASUREStTRENCH WALLS MAY BE SLOPED BACK FROM A POINT 12" ( MIN.) ABOVE TOP OF PIPE.(Bd IS TRENCH WIDTH). 3 CRUSHED STONE FORJRENCH STABILIZATION SHALL BE "STANDARD GRADATION,. AS DEFINED IN CITY SPEC.WS.304.OF IT SHALL BE PAID FOR PER CUBIC YARD OF ACTUAL QUANTITY ORDERED AND PLACED PER OWNER'S FIELD REPRESENTATIVE. 4. CONCRETE ENCASEMENT SHALL BE MEASURED AND PAID FOR PER TABLE I FOR THE LENGTH OF ENCASEMENT ALONG THE CENTER LINE OF THE VARIOUS TYPES OF PIPE INSTALLED. APPROVED FOR PERMITTIN.1r,%, 0 AS NOTED ON PLAN%` 0 WITH ATTACHMENT.F. 11 WITH9,UT ATTACHM[ By A Date DETAIL: 4-G EMBEDMENT DETAILS TYPE OF I (IN.111 Bc0N.)j..E('(1 C.y. D. 1. P PVC. 6 6.9 30 12.1 8 9.1 32 14.0 10 11.1 34 16.0 12, 13.2 36 18.0 14 15.3 38 20.0 16 17.4 40 22.1 18 19.5 42 24.2 20 21.6 44 30.6 24 25.8 48 30.8 30 32.0 54 31.6 D. 1. P. 36 38.3 1 60 449 R. C. C. P 24 27.8 52 34.9 30 33.9 58 42.3 36 39.9 64 --759.5 50.0 42 745.9 71 TABLE I CONCRETE ENCASEMENT NTITIES .I.fj 100 FEET) \J1 NO. REVISION CITY OF COLLEGE STATION WATER DEPARTMENT APPURTENANCE SHEETS SCALE 1 NO SCALE APPROVED BY: DRAWN BY; JLR DATE: NOV 1985 SHEET NO EMBEDMENT, PIPE GUARD, a W. 3/4 PIER DETAILS A ri 4 • 4. f t