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300 Central Park Dr. 01-414 New construction plans
1'-2 1/4" i v : - 24'-0' 24'-0' 24' 200'-0' 160'-0' 40'-0* 24'-0' 20' m , 20'-0' -0. _ 1'-2 1/4' ra FIELD LOCATE (12) 3'X11'WHITE SKYLIGHTS " S--8-3 a STR--2 (9) 5-2-2C N DESIGN LOADS PER 1997 STANDARD BUILDING CODE LIVE LOAD - 20/12 PSF ( BLDG/FRAME 1 '►BIND LOAD = 100 MPH COLLATERAL LOAD = 3 PSF N ESC-8 GCC-- Lo (2) CV N �a I i GA-20 - LTR-1 I GE- (2) I R- 2 GCC-2 i I (2) t I I I t I I L I CH- I ' I I I I ` I OPEN FOR MASONRY NOT i C- BY LUDWIG BUILDINGS INC. J I I 250" 75-0' ,fArA'-ra- ENDWALL FRAMING AT LINE "B" 1CCC-ll 4 [ GA-zo ESC-8 - GCC-2 (2) ENDWALL FRAMING AT LINE "I" 1/2-NEB-L 1/2-NPB 1/2-NEB-L --\ NGT-20 /NGT-10 u ENDWALL SHEETING AT LINE "B" NGT-20 (2) 1CCC-1R -GA-20 FB- /� GCC-2� (2) d (2). FC- m i.n 1/2-NEB-L FW- U 2.-0" LAP cv Ln w "' =� CH- CV (" N m l'-2 1/4' 2.-0" T [ PF3-2 ES-1 12'-0" 6'-0' 4.-0" 12'-0" 20'-0' 40'-0" SIDEWALL FRAMING AT LINE "K" 1CCC-11 F8- GA-20 GCC-2 (2) FC- -\ ENDWALL FRAMING AT LIME "10" A f.►� tmf 1 FIELD LOCATE 4' X 4' F.O. 1/2-NPB '-2 1/4' DSSR--1 (4) nQAP-1 rdl 2 FT. LAP m 1/2--NEB-L �.� w ,�� , �.� , ►� T 1/2-NPB-R �._ Ew- - -F HT�10 v .., o ;: d 1 I � � FWST 10 3: -M 31. M X 3 3 I � I.t.1I I W W W W �� r• W W-Ld W fie.�1 t1J W W W I.:.J lL1 ... VJ 11J W W U W W W f m HT- 6 ' - r__ __ .r_ __ �. s 1Z) Is ul -)4 5 r 71, LAP u 0 B NUMBER: UM w - - , �•,.. • .. :, ,. ...r ,�. r r_ J_ _r rr , _'r _r rr" ..� r r.r+r•w—..•r .� r." s - - r0 -0891- BA-20 in LD Q GO-308.75 (2) GC-330.00 (2) GC-330.00 (2) GC-330.00 (2) GC-330-00 (2) GC-282.00 (2) GC-296.25 (2) GC-267.75 (2) GC-80.75 (2) u ES-1 ES-1 ES-2 E$-4 ES-1 ES -I ES-1 ES-3 W ES-2 If I it t'-2 1/4* 24'-0' 24'-0' 24*-0* 24*-0' 24'-0' 20'-0' 21`2 1/4' 16*-9 3/4" 20'-0' 200'-0* LLIJ 011 FASCIA FRAMING NEAR LINE "A" 4 1 FT. L/Afl2-t EG-20 (10) Y 0 _ DFO-1 (7) > LIJ 4 44 FASCIA EDGE TRIM (FET-20) (10) "A" ELBOW (5) FASCIA SHEETING NEAR LINE DSSR-1 (21) DOWNSPOUT 71 (DS-20) (9) 0 u • I FT. LAP, T0 i JJ FLUSH SOFFIT TRIM STF-20 (10) (In (C 111 Cr) L, T SOFFIT FRAMING AT LINE "A" cr_, LOT 3, NORTHSTAR BUISNESS PARK PHASE ONE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 41, PAGES 72-73, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 101"14T101V ffAID NTS x 00 ___1 00 LOT 4, NORTHSTAR BUISNESS PARK PHASE I .-HREE PLAT BOOK 44, PAGES 44-45 ZONED GC-2 6' HIGH CHAIN LINK FENCE I I LOT 13, SMITH'S THIRD SUBDIVISION PLAT BOOK 1, PAGE 86 TRACT "A' ZONED GC-2 12'x12' DUMPSTER PAD— W1 8" CONC BLK WALL ON 3 SIDES AND 12' DBL GATE (OPAQUE) 31.6 10'x1O' CONC PAD 126.14' /.--EXIST CONCRETE MITERED END S 89*39'40" W 315,24' 14.11' I 24" RCP INV. 24.76 S 0017'51. 325.24' DITCH I I 20' DRAINAGE EASEMENT -// 8' HIGH CHAIN LINK - FENCE AROUND STEW YARD 0 It 25' LIGHT FIXTURE - 0 Ld ^CD HEADER CURB I I OWNER FREDERICK G. TANNER 40 LF DOUBL 2400 PASED AVE INSTALL TWO YELLOW LINE DOUBLE -24' WIDE ORLANDO, FL. 32805 BOLLARDS N 89'39'40' E z -6669 lz GATE a!-H PHONE (407) 425 87,57' CROSS-WAL MARKINGS -WHITE 1 61.39' (A �90 R < U I12" WIDE - LONG - SPACED 24" APART 75' 25' ? _0 1 24" STOP BAR LIGHT FIXTURE 0 D3L DOOR- .. '-0 < AND 30' - - STOP SIGN r < < BRANCH WAREHOUSE 0 3,000 SF L-L 00 0 Ln 24" STOP BAR HANDICAP SIGN- AND 30" STOP IGN -0 < Ln HANDICAP P RAMP > '0 OFFICE ~ 0 3,000 S.F. C! LIGHT FIXTURE —/.- j 0 ofDBL DOOR--- UTILITY IMPACT FEES 4- 0 4_1 >1 E _0 0 L_ (1) > 0 0 -0 0 CL C: 70 70 > 2 0 0- U) Q) -0 0 > 0 Q) 0 _0 U) 10 E (D 0 .0 0 i 0 +- ". 0 0 -0 C Z) E V(SEE NOTE #3) x •:E 2 n CP JO 7_0 4— 0 E a) a) a. > GRAPHIC SCALE E Lu) 4— 0 0 to a_ 30 0 15 30 60 I I :3 () LL N E 0 M 5) E D .4-703 T E IN FEET V) 0 C) E M = -0 Q) a- (D 4- �$, I inch = 30 ft. 3}c� 0 tj >, `. M 0 .2 0- CALL. (407) < < N C6 d L6 SURVEYOR ROBERTS SURVEYING AND MAPPING, INC. 185 N COUNTRY CLUB ROAD LAKE MARY FL. PHONE (407) 322-2213 FAX(407) 322-2232 LOT 14, NORTHSTAR BUISNESS PARK PHASE ONE HE DER CURB EDGE O� EXIST PAVEMENT I -A II6 INSTALL TWO Uj Y_ I n 1, PLAT 800K 41, PAGES /Z— J BOLLARDS E6.1 I 1,13 ZONED GC-2 014 ANY CONST REQUIRING3 LOT 3, NORTHSTAR BUTS, P-ARK PHASE ONE -TF�L DRAININGS T z r'lu I L PLAT BOOK 41, AGES 72-73 cc. F - i D. -J. N T N I r) T C' cz� . yj , �1\1 INDF Lc SIRUCTUAL 011 pLACEMENT -Of T�t 1-10 1. NORTHSTAR BUSINESS PARK - LOT 3 6' CHAIN LINK FENCE > 2. 300 CENTRAL PARK DRIVE - SANFORD FL. C I O'xl 0' CON WAREHOUSE 1' WEST OF LINE 1 3. LOT SIZE - 2.2 AC 9,000 S.F.-CC-2 4. ZONING 0� PAD HEADER CURB 5k 20' 0 Z4 _g__ Ly 5. PARCEL I.D. 28-19-30-507-0000-0030 > 6. SOILS - MYAKKA AND EAU CALLIE FINE SANDS 'ice h toj 'zr' 3 7. PROPOSED BUILDING - 24HT. LIGHT FIXTURE A OFFICE - 4Q0G--G-F.5,90-nSF- LIGHT FIXTURE,- [3) WAREHOUSE - 1-2-,000--SF rr > -0 z -0 C) BUILDING AREA - 177. D D 0 OVERHEAD B. PARKING 6'200 7 0 A) WAREHOUSE - 2 + -ElrQ90/1000 =1,M SPACES I I DOORS (TYP) 3- - 000/200 = 2q SPACES > V) INSTALL TWO� B) OFFICE 1 1/2- METER AND BOLLARDS TOTAL SPACES REQUIRED 36 SPACES 1 1/2" IRRIGATIONIwo I' 88.22' 56' LLJ IST 16 PARKING SHOWN - 38 SPACES BFP, CONNECT TO DOOR EX EXIST MAIN 30 LF DOUBLE REUSE MAIN 9. DAILY POTABLE WATER DEMAND A) OFFICE AND RETAIL 4,000 S.F. 0 0.1 GAL/DAY/SF 400 GAL/DAY YELLOW LINE 29 HEADER CUF WATER SUPPLY BY CITY OF SANFORD SEWER SYSTEM BY CITY OF SANFORD 1,51.30 75' x 10. NUMBER OF HANDICAPPED SPACES - 2 11. TRAFFIC CONTROL DEVICES A) STOP SIGN TO BE 30" HI INTENSITY DOUBLE 24' WIDE 50' R ln LOj B) 24" THERMOPLASTIC STOP BAR GATE 8' HIGH— CON91� E LIGHT POLE EXIST 16"x2" TEE C) DOUBLE YELLOW THERMOPLASTIC CENTER LINE IN D/W EXIST 16" G.V. 12. SOLID WASTE - GITY OF SANFORD x EXIST 2" G.V. 13. TELEPHONE ELLSOUTH 14, GAS - FLORIDA PUBLIC UTILITIES N 89'39 40 EXIST REUSLt6MA(Ncv EXIST INLET _U 15. ELECTRIC - FLORIDA POWER AND LIGHT -ER- EF -ER- ER -----E -ER- -ER TOP ELEV. 30.69 TE&_iWS(�_APE_E_AS0 NT 16. ALL ELECTRIC SHALL BE UNDERGROUND ELEV OUT 25.69 - - - - - - - - - - - - - - - - A 79*39'26" 17, NO FENCES SHALL BE INSTALLED ON STREET R/W'S _R -29. CM'- 18. EROSION CONTROL - INSTALL SILT FENCE AROUND PERIMETER OF PROPERTY CONCRETE LIGHT POLE C/L NORTHSTAR COURT (50' R/W) L 34.76' 19. ELECTRICAL SERVICE SHALL BE UNDERGROUND 20. OPEN SPACE V-24" STOP BAR (PAVED ROAD) A) REQUIRED - 25% 8) PROPOSED - 38% AND STOP SIGN 21. 8' HIGH CHAIN LINK FENCE SHALL INCLUDE AN OPAQUE FABRIC SCREEN EITHER REC. NAIL & DISK #2003 T.B.M. #1 ELEV. 30.86 ACID ETCHED AND PAINTED OR VYNYL COATED, INCLUDING ALL POSTS, GATES, CONNECT PROPOSED AND MISC BRACKETS. 1',1/2" SERVICE TO EXIST 2. 0 N A 6 F_ LW. 5H 7- 5A14 4 4 c,51Y rwRFo O/V 7_A1-_' 22RI-�I,,YP6e 2 MAIN 7,� LAI r0- on-and of ntc- 'Cil-" COUN7, for i 3. 4. le "fly dl��wloprnenC SO N F LOT 13, NORTHSTAR BUISNESS PARK PHASE.,� LOT 8, NORTHSTAR BUISNESS PARK PHASE ONE PLAT BOOK 4-1, PAES PLAT BOOK 41, PAES 72-73 72�73 35 5'R " E ()T Pwadway and'rfaffic Design ZONED GC-2 to enrilleelifla 14 days prior to any;treeor lanp—closuirs.eet shall t;t, itsponsibit! for all OSHA requirements and 1" rida Trench Safety Art. ENGINEER LAND ENGINEERING CO. 528 LIGHTNING TR MAITLAND FL. 32751 PHONE (407) 644-6090 0 CL z 0 Ld Ld 0Y to z Li z 1�4 z 0 cz C 0 ll_� _j Ln C < C U) CZY- C-D _J ZF-- z C ID < F 00 N L Cf) Ln z C a V) 2: 0 tx 0 CC < (J') I, IL 0 OL U) z 0 2 r lk"w C 4 2 C < rr LLj 0 L"L G LLJ Lli Li LLM 0 LL_ SYM DATE ISSUE PROD. DATE - 4/14/00 SCALE: 1" = 30, DRAWN BY: WSL CHECKED BY: ALL DRAWING NAME,: 00903 APPROVED BY: Date: ALBERT L. LAND, P.E. FL Registration No. 10135 JOB NUMBER: 00903 COPY DATE: MAX SLOPE = 3:1 z LOT 4, NORTHSTAR BUISNESS PARK PHASE THREE0 PLAT BOOK 44, PAGES 44-45 ZONED GC-2 X w 6' HIGH CHAIN LINK FENC� e° I 7 6' CHAIN LINK FENCE > 1' WEST OF LINE I I / I CONTROL STRUCTURE-�--� TOP EL = 30.78 WEIR EL = 29.53 11 INV IN =27.00 �� INV OUT = 26.75 I I 1 1/2" METER AND ! k 1 1/2" IRRIGATION BFP, CONNECT TO I EXIST MAIN x 3/4" METER AND I 3/4" BACKFLOW PREVENTER, CONNECT - TO EXIST SERVICE CORE INTO EXIST INLET AND INSTALL 18" RCP INV EL = 26.57 EXIST INLET w LOT 13, SMITH'S THIRD SUBDIVISION w PLAT BOOK 1, PAGE 86 I BRAIN M.H. W/ GRATE INSTALL 8LF 15" RCP � 1 WITH MES, INV - 27.00 ZONED GC-2 TOP EL = 29.00 w INV = 26.00 (N,W,S) I REMOVE EX ST MES AND INV = 24.80 (E) EXTEND EXIST PIPE INTO tip' tip' 16LF 15" RCP WITH PROPOSED DRAIN M.H. I � INSTALL SILT FENCE FOR MES, INV = 26.00 ° EXIST CONCRETE MITERED END EROSION CONTROL - SEE DETAIL MAX SLOPE = 2:1 I 24' RCP INV. 24.76 ------- -------------ti�i6-------_------_---------- a z27 ME�- 31.6 L -------- - •---ate ° -- I HAY BALES 32 , x I I 8' HIGH CHAIN LINK Q FENCE AROUND STORAGE y'� I 106 LF 15" RCP 0 0.287. x 1�ARD n1/ DOUBLE - 24' DE GA.rE SLOPE DRIVE AY TO �9 217 LF" 0 0.40% o, MATCH EXIS I PAVEMENT S7 to J I Ld I Q _ U' I MATCH {S�rW PAV'T � I I q 00 � < HAY BALES 2 �,. � z I 1h r4 ti 'I � ry • O x Q II O � � I O •�; I z _, it O I I TYPE C INLET O J TOP EL = 28 50 (GRATE) w � INV EL = 26. 0 oU-)V)o06 N ) E—. Q V7 I 1 EDGE 0 EXIST PAVEMENT I _ BF 3 2 Ld Z 1 w �Z�< 5� LOT 3, NORTHSTAR BUISNESS PARK PHASE 3 3 16"x4" TAPPING E ONE O Ld PLAT B00 �41, AGES 72 - 73 4 FIRE SER F `?> ) SLEEVE AND ALVE m�cv 6 C,0 36 I J BUILI ING FINISHED FLOOR EL = 33.98 S �� 1) MAX SLOPE 3:1 ix IIz`AdE. CU13r3' w J----- --------.- - - 29 - - - - - - r -- - - - - - - - - - - - - - - - - ( p RETAINING WALL o G' GRADE ARE TO `O DRAIN TO INLET OQ 1" WATER ERVICE ( 1 AND SOD T LIKE DRAINAGE 10' DOU LE Q� �� 1' CONNECTIO ASEMENT% GAT MAX SLOPE = 3:1 / EXIST 16" f TYPE C INLET 2' RET ) REUSE MAIN =-29 TOP 11 = 29.00 WALL EAST SLOT EL = 28.50 3 }� In J �9\ x —31 3t >9 98 INV E = 27.25 .� 1 1 1 33 GATE HIGH n DE � 32 31 �` �oQ9 CONGA TE LIGHT POLE EXIST 16"x2" TEE EXIST 16" G.V. _041-4\ EXIST 2" G.V. 1 TOP ELEV. = 30.69 -ER----- E ELEV OUT = 25.69 ,F_ - 1;R- -- - ---ER - - o 9 E-------- - - -- - - - - �U'-U{�AIF�iA�E & EL NDSCPE EASkI NT c� -E G SAN30.62 �° -- �n_ -- - --�"'----- -�� :: RMEXISR CONCRETE LIGHT POLE 60 LF 18" RCP �° GRADE 102 LF 15" RCP 0 0,25% AREA TO DRAIN PTO "U (TBM #2) _ W INV 19.77 0 0.307 +. 6 (50' R/w) EXIST 8 GRAVITY MAIN " INLET AND SOD TO LIKE CONDI ION � N INV = 19.82 (PAVED ROAD)- — —`' S INV = 19.56 EXIST SERVICE -- SLOPE DRIVEWAY TO MATCH EXIST PAVEMENT EXIST 8" G.V. w f ' CONNECT PROPOSED 1 1/2" SERVICE TO EXIST —E —EW— — EXIST 8" WATER MAIN --EW— —EW-- —EW— —EW--- -- --EW— Gv cv — —EW[> I — EXIST F.H. a 2" MAIN �� I SAN M.H. FMEL=31.18 CONNECT PROP 6" SERVICE TO EXIST EXIST 16" G.V. I - W INV = 21.16 6" SERVICE J E INV = 21.12w w io J i I �I LOT 8, NORTHSTAR BUISNESS PARK PHASE ONE w I PLAT BOOK 41, PAES 72-73 I ZONED GC-2 I a w I 1 I 30 0 15 (SEE NOTE #3) GRAPHIC SCALE 30 60 ( IN FEET ) 1 inch = 30 ft. LOT 14, NORTHSI AR BUISNESS PARK PHASE ONE PLAT BOOK 41, PAGES 72-73 ZONED GC-2 NoTrs The developer shall construct reclaimed water distribution facilities for the proposed development. A fully automatic irrigation system, utilizing reclaimed water. Shall be installod by the developer so as to provide total coverage for all landscaping, including hedges , trees, and grassed areas, for the proposed development. Takeback calculations: 1. Total acreage - 2.16ac. 2. Irrigated acreage - 1.04ac. 3, potable water usage - 40OG/O 4. Wastew-titer generation - 40OG/O 5. Reclaimed water usage 11 Zones Total GPM - 546GPM 546GPM x 60Min/Wk = 32,760GaUWk 32,750Ga1/Wk/7Days/Wk = 4,680GPD; LOT 13, NORTHSTAR BUISNESS PARK PHASE ONE PLAT BOOK 41, PAES 72— 73 120 U) z H (Z Q z W X z O O __J O Ln z Q I-- Q0 • I- r� d- CD z L� z F z o n Q �_ 00 W N Q v) z D- � c o w w = z CL z w z J V) 0 U SYM I DATE PROJ. DATE: 4/14/00 SCALE: 1" = 30' DRAWN BY: WSL CHECKED BY: ALL DRAWING NAME: 00903 APPROVED BY: Date; ALBERT L. LAND, P.E. FL Registration No. 10135 JOB NUMBER: 00903 COPY DATE: SHEET C . 10% OF GENERAL NOTES: ALL LANDSCAPING SHALL BE INS -PALLED ACCORDING •CO ACCEP•I'ED COMMERCIAL PLAN'PING PROCEDURES. PLANTING SOIL FOR BACK -FILLING PLANTS SHALL CONSISTOF 75% SITE "TOPSOIL AND 25% COMMERCIAL POTTING SOIL MIX WITH MICRO NUTRIENTS. SITE SOIL SHALL BE FREE Of' LIIvlEROCK, PEBBLES, Olt OTHER CONSTRuC'I'ION DEBRIS. ALL LANDSCAPING SHALL BE PROTECTED FROM VEHICLE ENCROACH- MENT BY WHEEL STOPS OR CURBING. IF CURBING IS RAISED ABOVE ABU'rl'ING LANDSCAPE AREAS, TT SHALL BE PERFORATED ,1'0 PERlvll-T DRAINAGE FROM'THE PAVED GROUND SURFACE AREA ON"TO'FHE LANDSCAPED AREA. THE OWNER OFTHE PROPERTY, TENAN-F, AND/OR AGENT SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING IN GOOD CONDITION SO AS TO PRESENT A NEAT. HEALTHY, AND ORDERLY APPEARANCE FREE OF REFUSE AND DEBRIS. ALL LANDSCAPED AREAS HAVE BEEN PROVIDED WITH AN AUTOMATIC IRRIGATION SYS"TEM. ALL PLANT NIA"TERIAL SHALL NIEET OR EXCEED S"FANDAIWS FOR FLORIDA HI, AS PRESENTED IN "GRADES AND STANDARDS FOR NURSERY PLANTS" PART 1, 1963, AND PAR"1- H, STATE OF FLORIDA, DEPT. OF AGRI- CUL-TURE, TALLAHASSEE, AND ANY AMENDMENTS THERETO. NIULCH SHALL BE PINE BARK, INSTALLED A MINIINIUINI OF TWO INCI IES (2") -THICK IN ALL PLANTING BEDS EXCEPT- ANNUALS. SOD SHALL BE BAHIA INSTALLED WITH TIGHT• JOINTS. SOD SHALL BE FER"FILIZED AFTER INSTALLA-TION WTTII 16-4-8 BLEND. ALL DIMENSIONS ARE'TO BE FIELD CHECKED BY -THE LANDSCAPE CONTRACTOR PRIOR TO INS"TALLATION, WITH ANY DISCREPANCY REPORTED IMMEDIATELY •TO THE LANDSCAPE ARCHITECT. THE PLANT LIS!' IS PROVIDED FOR TILE CONVENIENCE OF HE LAND- SCAPE CONTRACTOR. SHOULD THERE BE ANY DISCREPANCY BE-TWEEN THE PLAN AND ,rH.E PLANT LIS-T, •TI IE CON"FRAC•TOR SHALL PROVIDE: THE GREATES-F QUAN'TI'TY INDICATED. ALL MATERIALS MUST BE AS SPECIFIED ON -THE LANDSCAPE PLAN. IF MATERIALS OR LABOR DO NOT ADHERE TO THE SPECIFICATIONS, THEY WILL BE REJECTED AND REPLACED WITH APPROVED MATERIAL AI' NO COST TO THE OWNER. THE CONTRACTOR SHALL VERIFY EXIS•FENCE AND LOCATION OF ALL EXISTING U'FILI'TIES AND UNDERGROUND CONDITIONS PRIOR TO HIS COMNIENCEtNIEN•F OF OPERATIONS. LOT 4, NORTHSTAR BUISNESS PARK PHASE THREE PLAT BOOK 44, PAGES 44-45 ZONED GC-2 I PLAN VIEW o - r� - RUBBER RASE OVER WIRE TO "'0". rTRE$ A rrAvfEDAr DIFFEREtRr RRF-RGNTS ALONG TRUN 1,2--34•PVC SLEEVES �(r SOIL SAUCER TO HOLD WATER ♦_ —r -3- SHREDDED CYPFIESS MULCH / REMOVE COVERINGS FROM THE TOP 6 1/3 OF THE WAY OOWN T14E SIDE OF THE RGOTBALL 912 GAUGE DOUBLE S TlLWD j l GALVANaEO WIRE. TWRSTED FnsF1 CRUDE r, 2-, X STAXES.BURIED ;/-BELOW GRADE '.• BAcr<FILLvrrwwTUlaMuccR LOOSENED NADVE SOIL p(1STLlIG SV8GRADE -' ' • RECEMNG HOLE SHALL BE APPRO:(lMAT11Y _' .,: IfI—R.•� fp LARGER THAN ROOT CALL •'..1 �I II—.�- _ rnuPACTEDSQiLTO LA &ETREIj MTN�- •L2AF ¢ ' L R:• .OMPACTw SOIL• TO It - 1 PREVEema SETTLING RECEMNG HOLE 5tW L BE APPRowMATELY 113 LARGER THAN ROOT PALL.. -- REMOVE FRCNOS. LEAF BUD TO REMAIN 1 BURLAP TO PROTECT TREE AWIIAIUM S LAYERS W R'R W-SL0 METAL COLLARS J. rA 4,'A000EN SmLPS OVER BURLAP ,r SC1L SAUCER To HOLD WATER IS) rx 4'61000 STAKES NA LEO TO S TRPS AT TREE TRUNX'IV/ STAXESATFWRSH GRACE - y�, FIMSH GRADE - J, r t 4• WOODEN STAKES SE'TFLUSH =-',H GRADE - r - r sHREDDED CrPREss HULrH - EUSTUIG SUBCRAOE - BAW11,L `NR PLANntJO MLX CR LO4SENE0 NARVE SOIL PALM TREE DETAIL LOT 13, SMITH'S THIRD SUBDIVISION PLAT BOOK 1, PAGE 86 ZONED GC-2 _ S 89'39'40" W ,,31524' �� " DITCH j l w I I 1 w I I I W I TRACT "A" .•- -•. I � I I I EXIST CONCRETE MITERED END 14.11' i 24" RCP INV. 24.76 S o017'S1 t � 201;DRAIN' GE BASEMENT 1 3 29 28. \ -� .1I L— \/ -// 1 / (z I L II w w V) I a �► LLLJ •/ 0 'z I I w I ui o i I z Li _J \. l., I I o r II I� N I EDGE 0 EXIST PAVEMENT w �`t �- t, I t-. :i lAlBUSNSr, \ Ld WLOT 3, NORS CK PLAT BO K 41, PAGES 72-73 I I II I /',` I 6' CHAIN LINK FENCE ' I � 4, 1 �. 1' WEST OF LINE A __ I 1 a I0- I r / , c 1 �. /' i ' / /I I01 1 1 /2" METER AND _(_x V 1 1 /2" IRRIGATION I \, �' �. _" W EXIST 16" BFP, CONNECT TO I IIU REUSE MAIN EXIST MAIN _.i r' / �!� �/C I \ ,3 t� � J I �0 _ I I 28. •��/ r ( /� r CONCUR E LIGHT POLE EXIST 16%2" TEE —r T EXIST 16" G.V. --- x s�L r. Sr•r. _ I. �- / EXIST 2" G.V. 1 N 89'39'40" EXIST REU�61��fN OV EXIST INLET ' TO-pf�AIFrAGX ELk" RELl f 6 EASEIvF€�IIT \-ER- - - - - -ER TOP ELEV. = 30.69 -ER- - - - E - - - -EFZ- - - -ER- - - - - -E - - - - - 5 T p = 79'39'26" ELEV OUT = 25.69 ---- ---------------------- ------------------------ -R =-2500'- - — �U CONCRETE LIGHT POLE C/L NORTHSTAR COURT (50' R^) L = 34.76' (PAVED ROAD) / I REC. NAIL & DISK #2003 T.B.M. #1 ELEV. = 30.86 f CONNECT PROPOSED I 1 1 /2" SERVICE TO EXIST w 2" MAIN I I 1 Q.' w I I I LOT 8, NORTHSTAR BUISNESS PARK PHASE ONE I PLAT BOOK 41, PAES 72-73 I ZONED GC-2 w I I -- x 0 2, �i y'1✓� y- t • �z �111n,,,yyy�,,,111�< 1 a1 f Z G �J Q 34— ^3 (SEE NOTE #3) ,aIz x GRAPHIC SCALE 0 0 15 30 60 120 4 h ( IN FEET) u • ;, 1 1 inch = 30 ft. A -a x t `I 1 LANT Lis,r r� 9 SYMBOL BOTANICAL NAME COMMON NANIE SIZE H'F ■ �.. 2 MG MAGNOLIA GRANDIFLORA MAGNOLIA 3" CAL. 10' 6 •1'D •TAXODIUM D1S'TICtum BALD CYPRESSS 2 YV' T' CAL. 10' ip 'r s 15 QV QUERCUS VIRGINIANA LIVE OAK 3" CAL. 12' 6 LI LAGERS"FROEMIA INDICA CRAPE MYRTLE 30 GAL. 8'-10' 6 UP ULIVIUS PARVIFOLIA DRAKE ELM 2 %"43" CAL. 10" 12' 9 SP SABAL PALMETTO SABAL PALM 10'-14I' CT," 345 VO VIBURNUM ODORA"TISSIMUM SWEET VIBURNUM 24" 3 GAL. \/ 100 LEG LIRIOPE MUSCARI EVERGREEN GIAN"T LIRIOPE I GAL. FULL " , Q.'. 83 RI RHAPH[OLEPIS INDICA INDIAN HAWTHORNE 12'-15' C/i I 1 SOD BAH[A u't , Q r 4 1 , .t ' } 1 '1. i Z" r. 4 LOT 14, NORTHSTAR BUISNESS PARK PHASE ONE PLAT BOOK 41, PAGES 72-73 ZONED GC-2 .. LOT 13, NORTHSTAR BUISNESS PARK PHASE ONE PLAT BOOK 41, PAES 72— 73 ALBERT L LANR, ,P..� *° =- Flr ke'g!stratlp �6 1O135 y,, Qs -,NUMB 0Q03 ; ARA ROPY:.D1TE ; to SHEET'-. tj r LANDSCAPE ARC.T IIT N:V R4 N1 I �' L, LA t [TARf ° .CT 12528 PARK AVNtJE, WINDERN�E�,'�r'7C" 407-841-0030 f k • - .. .. - �-j'.. - - J -- t 1 _f: -:. �. � ,E'L: fit. NC DOT V 25 FTI DIA. OONC. NOTES 1. ALL LETTERS ARE 1" SERIES "C", PER MUTCD 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WOTH BLACK OPAQUE LEGEND AND BORDER. 5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). HANDICAP PARKING SIGN NOTE: UNDERCUT ALL UNSUITABLE MATERIAL AND BACKFILL WITH CLEAN FREE -DRAINING SAND (BOTTOM OF CUT SHALL BE 24" MIN. BELOW FINISH GRADE) TYPICAL PAVEMENT SECTION 5' 10' FINISHED "A -A" A 2011 SEE DETAIL FOR RESERVED PARKING SIGNAGE SPECIFICATIONS 3" 2.5' FROM EDP (V 7") I "A oAo 1p" nCCD INOTE: HEEL STOP TO �EvCENTERED ON PARKING STRIPE BETWEEN PARKIN SPACES WHEEL_5TOP 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA o YELLOW (2 COATS) I FINISHED GRADE N -1 I_I-I I I I -III; • : •: 4 o ' 24" DIA. MIN. 3000 PSI CONC •4, c0 .4 ' :• a : A. NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR .. 6 W- BOLLARD \/�\ 7" HEADED CURD f- 611 r.I in 4' RAMPS (20:1) I I Ti�L wit L FOR IISEE DISABLED ISYMBOL \ 5' SPECIFICATIONS \ \ DIAGONAL STRIPING BE WHITE HANDICAP ACCESS NOTES \ THERMOPLASTIC SPECIFICATIONS , 1. THE MOUNTING OF THE ACCESSIBLE SIGNS (HANDICAP 21 TYP SIGNS) SHALL BE 84" TO THE BOTTOM OF THE SIGN ' �-f- 1 2. THE MOUNTING HEIGHT OF THE PENALTY SIGN SHALL BE 84' TO THE TOP OF THE SIGN 3. CURB RAMPS SHALL COMPLY WITH "FACBC" 4.7 a X 4. PARKING SPACE SURFACE SHALL BE EVEN WITH THE ACCESS AISLE SURFACE AND CROSS SLOPED MAY NOT EXCEED A SLOPE OF 1:50 IN EITHER AREA 5. ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE 12' MIN___ GREATER THAN 1:20 SHALL BE CONSIDERED A RAMP. 6. SURFACE ALONG THE ACCESSIBLE ROUTES SHALL BE SLIP RESISTANT AND SHALL COMPLY WITH "FACBC" 4.3. (FAC13C) IS THE ABBREVIATION OF FLORIDA 7. AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH ACCESSIBILITY CODE FO BUILDING CONSTRUCTION "FACBC" 4.3 SHALL BE PROVIDED WITHIN THE BOUNDARY OF THE SITE FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, AND PUBLIC STREET OR SIDEWALKS, TO ACCESSIBLE BUILDING ENTRANCES. HANDICAP PARKING STRIPING FIN15H GRADE 4'-0" TYPICAL z 0 V) o- 1 w cV o w 0 12--0" 6" CALV STEEL PIPE BOLLARD AT 48" ABOVE GROUND TYP M m ENCLOSURE TO BE CONSTRUCTED m OF LONG LASTING, DURABLE LOW 0 0 MAINTENANCE OPAQUE MATERIAL 4" MIN CALV POS T 6' CONC SLAB W/ /J4 AT 12" O.C. lr Or I Il o ( MINIMUM 16' C EAR GATE '-LOCKABLE LOCKABLE DOUBLE HUNG GATES I OPENih G I W/ SCREENING MATERIAL AND FOOT 1 I / Boi- rs. 6' CONC APPROACH SLAB' \ 12 x 12 SINGLE ENCLOSURE DESIGN PAD .+ .;.r• r.✓ dF 49 :r0.dr•.;� �ar'�� . ✓i ..,✓ r• ✓ :•'�yfr✓..✓✓✓ed• ,,y r✓ i+�:�dr o•r r✓F r r✓: d: �✓*. . d'r . �� , {r .�grrdo'.y''yFd}� ;yr�' ✓,rr:grr� ;• :d�✓���o✓•;� • �✓dgrgr• {fir.: �✓�•rd.: , �y:✓�a';*•%r�.f 5>,,✓�'' i y..y •r.� yar,•• d.'r. ,:W. S.d.t' y a rd.✓ r..;a'y.a' •d•'�'•rP'r ✓r� ONJ ✓ y i✓'%i O•! ria • ra a✓. •ia i•✓ •:•i J'•L • r''i;0'r✓ •✓J•'d'••: pr•'.•'��'�•.✓•:j:' �1✓�S'• %'••''•r'i'.'''�r'�'':✓>rO y�IEi'' ,I.w�ssre��..e� �.t:�'%.•sr.•.i .'•. � ss..w.eea.+•.nS�ir✓.:�:�f.� ! ! A , D A G G E F G M N X GONG.CGY) 50D C5Y3 8" 2.5' 0.72' 3.22' 0.7' 4.0' 0.58' 3.75' 1.04' - 0.52 7 15" 2.5' 3.0q' 5.59' 3.0' 7.0' 1.23' 4.33' 1.04' - O.G4 8 18" 2.5' 4.12' G.G2' 4.0' 8.0' 1.41' 4.5B' 1.04' - 0.G9 q 24" 2.5' GAW 8.G8' G-O' 10.0' 1.73' 5.08' 1.04' - 0.53 10 30" 2.5' 5.25' 0.75' 8.0' 12.0' 2.00' 5.55' 1,04' - O.9G 11 3G" 2.5' 0.31' 12.81' 10.0' 14.0' 2.24' G.08' 1.04' - 1.08 12 BELEVED OR ROUND CORNERS ;n 1.5' R --------- I I -------------- - - - - I �5OD I I �I I _-V GONG. SLAB 3' THICK, REINFORCED/N WITH WWF G X G-W1.4 X 1.4 TOP VIEW SINGLE PIPE 2 50b A C 6 INV_ CPER PLAN) CONNECTOR SADDLE CONCRETE >a PIPE �'' - 49 z 2 I 114 BAR- 'o .. -� NOT LE55 NO PI'E JO!{T PERNTHAN 'D' - I0', UNLESS APPROVED BY THE ENG� ,..J GIVEN PIPE LENGTH L" E CPER PLAN) F CEiPE TO BE INCLUDED LIMIER UMT NICE FOR WERED SEGTION3 SECTION MITERED END SECTION DITCH GRADE 2' SOD A SOD BERM PLAN 31 6' - - 11.33' SECTION A-- A A n' h a -A' TOP BERM = 31,50 725 YR/24FIR STORM = 30.66 EL 30.00 MEAN ANNUAL STORM = 30.12 4 TREATMENT EL = 29.55 BOTTOM OF POND = 28.50 oil] PAVEMENT 31.60 •��/���/��� . o C NC SPILLWAY - #4 0 ® EVERY 4th BLOCK FILL ALL CELLS WITH CONC. .�• W 8 } 12" 3-#4 0 0 12" O.C. 10,00' CONC PAD 3' -I TYPICAL POND SECTION A 3/8- FIBERGLASS BAFFLE .. BRACE AS REQUIRED 5 L-oo A PLAN 1 A 'DO'ITA�0?0'�0�0'0; .40 Off': . � �OOOOd0:00:0000�00000'C yes Oe=e00��0��0�0� TYPE D STRAIGHT BARS 2"X.T/16" RE71CULINE BARS 1 1/4 Xl/16" BANDS I 1/2"X1/4" APPROX. WEIGHT 180 LBS 3/8- FIBERGLASS BAFFLE BRACE AS REQUIRED TOP El _ = 30.80 12' rrnr l ASS BAFFLE MIN JIRED Y-O' WEIR EL = 29.55 . 4 e 15" RCp 4 '• . y a.� aYS•� e� SECTION B --- B ,y�'4 BARS � 12'' a c. �: w. OVERFLOW s r , TURE SECTION A- A (MODIFIED TYPE _ ))n" INLET 27 7/8" 2 10 15/1G' ..•-) 00 Ln MIN WT. = 240 LD5 GRATE 3'-4" It " t FLAN N GRATE ELV. CPER PLAN) PREGAST IN ACCORDANCE WITH LATEST EDITION5 OF ASTM 07G + C47B • '4 #4 12" O.C.D.W. GROUT OR 'RAM-NEK' CULVERT INV.-�, / JOINTS AS REQUIRED CPER PLAN) CONCRETE DESIGN I STRENGTH: 4.000 PSI \ a i PIPE MUST NOT BE IN CONSTRUCTION JOINT 2 EACH 8" KNOCK OUTS TYPE GENiENT FOR UNDERDRAIN. INVERT #4 • 12" O.G.B.W. TO BE 3" ABOVE LOWEST MINIMUM GEARING INVERT. CPLUG OPENINGS CAPACITY: 2,000 P.5.F GROUT FLOW NOT IN USE). CHANNEL MIN OF 10 LF G" PVC UNDERDRAIN ON BOTH SIDES OF INLET W/ CLEAN OUTS. SECTION STORM SEWER TYPE "C" _ INLET Ll e z I- � 1 w a- w f- z w z J r 0 0O f__ C0 Z z L co ►� Ik' n d O N Vn d w z O w Z = � c� w I z z z 0 roll O J O LL Z d LL Li. O - U , 0 cc otkow LL tY W z z d I-- 0 LL _U D' 0 LLl 0 w L� LL O SYM DATET ISSUE N PROJ. DATE: 1 /25/00 SCALE: 1" = 30' DRAWN BY: WSL CHECKED BY: ALL DRAWING NAME: 00902 APPROVED BY: Z_ Date: ALBERT L. LAND, P.E. FL Registration No. 10135 JOB NUMBER: 00902 COPY DATE: SHEET c - 41 - OF -------_ SQUARE CUT EDGE OF EXISTiHG PAYMENT (TYP.) E'1NISHED GRADE -� iAD4CH WIDTH YAFM SEE NOTE 10 W/ Stu or PIPE i 2' MIN. ASPHALTIC CONC. WHENFLEXIBLE P ENTis CUT. N SEE NOTE 2 ANGLE MAY VARY z /SEE NOTE 4 6 vWi r PIPE O.D. N 6' (TYP) SELECT COMMON z 0 FILL _ w w BEDDING ROCK PIPE BEDDING (SEE NOTE 8 & 9) UNDISTURBED NOTES: EARTH 1. PiPE BEDDING: SELECT COMMON FiLL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED To 95m OF THE MAXIMUM DENSITY AS PER AASHTO 7-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MiX. 3. USE OF TYPE A BEDDING TO BE DETERMINED iN THE FIELD AS DIRECTED BY THE CiTY. 4. 15' MAX. FOR PiPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PiPE DIAMETER 24" AND LARGER, THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. S. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED VATH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER LESS THAN 15' AND S' MINIMUM FOR PIPE DIAMETER Is' AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE, THE CiTY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION, 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. It. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CiTY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD F-1 1999 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SiDE OF FITTING(S). PVC:C-900/905 PiPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND F 11-1/4' BEND PLUG OR BRANCH OF TEE NOTES: i. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FiTTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED iN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: * TYPE OF PIPE: PVC HOPE * WORKING PRESSURE: P.S.I. P.S.I. * SOIL DESIGNATION: * LAYING CONDITIONS:- * TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE PVC-HDPE ) CITY OF SANFORD 1999 FIG. 104A PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PiPE 2' TO 8" PiPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE, POTABLE WATER MAIN POTABLE WATER MAIN ; 10" TO 18" PIPE - It' TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF Wnf XWA YWL W Km XUYA rw•uW wYn VUYA . . Tar u wm uw mm" VAM wm MAJU: r,tru xau 20' AND LAROER PiPE - TAF•E iS PLACED ON BOTH SIDES Of THE TOP HALF OF THE PnPE WiTH A THIRD STRIP CENTERED ALONG TOP HALF OF PiPE. WJA tuff' SUflU WIMA t11W 7-smU *M =YA r W107 routl.[ ffATOt Aut 10iAtli vAtu IN.M rorAiLl XAytx "m j MA= W_AIM � POTJ= YAM WAf roust[ •ATM fsu+ PAPER BACKED ADHESIVE TAPE OYMCA wx. MAX. vma wm 1" wTaau VAUX rw F- Jl- �L 8 INCHES ly BLUE TAPE WiTH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE, POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 SQUARE CUT EDGE OF EXISTING PAYMENT (TYP.) FIRMED GRADE -� SEE NOTE 2 UHUiSTU"m EARTH (SEE NOTE 3) ikfWCtt 1FstriH vAATCs SEE NOTE 9 W/ SIZE DF PiPE f2' WIN. AsP1LALTlc CONIC. WHEN FLEXIBLE PAVEMENT y N IS CUT W OLE MAY VARY i Z �sEE NOTE 4 W � ' � v s 1 PIPE O.D., SELECT a COMMON i Fill w W a y a .. N MOM., 1. PIPE BEDDING: SELECT COMMOH FILL COMPACTED TO 959 OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95M OF THE MAXIMUM DENSITY AS PER AASHTO T-180, FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTiLJZINO SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WiTH TYPE A 8MOING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24', AND 24' FOR PIPE DIAMETER 24' AND LARGER, THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE murTTED iN THE TRENCH DURING COiiSTRUCTION. 6. ALL PIPE TO BE INSTALLED W(TH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WiTH STATE OF FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE iN COMPLIANCE WTM ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CiTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 TRENCH LIMITS 18' MIN. /4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) B 6" MIN. A I� 4' x 4" x 1/2' TIE RODS INCLUDING NUTS AND WASHERS NOT DIPPED GALVINiZED STAINLESS STEEL (SEE SCHEDULE BELOW) I - C (6' MIN.) BE BEARING PLATE MECHANICAL (TYP•) #4 MAS JOINTS UNDtStUm EARTH ENCASE Tit R111 iN - t-1/2' PVC SLEEVE 1Na•FE's: 1. ADDITIONAL REINF'OI aM>=iM SEIALL BE A3 SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. 8EDDIHG, BACKFiLL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE MOM PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: P.3.1 + D 4'-0" MIN. ` SEE TRENCH DETAILS FOR PIPE BEDDING -3' COVER REQUIREMENTS ®I©���' i:Griflslf� �Immmmmm WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 GROUND LEVEL 18' I VINYL CONTINUOUS MAX. WARNING TAPE MIN. TYPICAL 11T1LFFY PIPE OENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WiTH 6 INCH tiTDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WrIH BLACK L.LT'tIM1,1O. A. COLOR: GREEN WITH BLACK LETTERING, 0. LETTERING: `CAUTION: WATER LINE 8. LETTERING: "CAUTION: SEWER LINE BURIED BELOW' OR SIMILAR WORDING. BURIED BELOW' OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A, COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH iUCK LETTERING. 0. LETTERING: 'CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW' OR SiMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTRNOUS INSULATED LOCATiNO WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE WARNING TAPE (SEWER. POTABLE WATER, AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. ill sli" to TRLSiCN udihla-" ykCHI H SEE N6iE t • u�N. (TYP.) . `•i '-' EARTSTU1tBEU EARTH i 3000 P.Y.I 2 ,'•' ; •t .: • +'•,•:. 3lflY CAN '':• .: •'• tlE FORUM .`: CONCRETE f i .. SHEEM :.` '. r i. ` ; f 36w P.Is.1. ®r stowND :,:' croNCRETE •' 4' WIN. ROCK z n . • .. f.: .` '' •'r f .:.:..'i •- ! , i UF3i5i,Tt)Itts£D I:AR7H CONCRETE ARCH FULL ENCASEMENT SiN'titre.T) TiteYNLtI U1131in'" Titeue" 10, MRN "D' 6' SEE NOTE t M(N. ( •) Sfiftrtli0 tffm CAN BE FORMED WOO ft CONCRETE e Mim. '.i '• •'r C •:.•. :,'f .� r.::.:. • t I• tN4i3Y0RtU MATH NOTES: CONCRETE CRADLE 1. (o): 15" MAX. FOR PIPE DIAMETER LESS THAN 20, AND 24" MAX. FOR PIPE DIAMETER 24" AND OVER. FOR CONCRETE ARCH, THE MIN, WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. •D' REFERS TO THE DIAMETER OF THE PIPE, 3. "T" REFERS TO THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 6. ENDS OF ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT DETAILS CiTY OF SANFORD 1999 F. 102 FINISHED GRADE / CONCRETE BLOCK OR BRICK AND MORTAR WALL FILLING AT BOTH ENDS RESTRAINED JOINT DUCTILE IRON PIPE 36" MIN. (SEE NOTE 2) COVER VENT HOLE 4" MIN. 6" MiN. - STEEL CASINO PIPE - DUCTILE IRON PIPE - CASCADE TYPE I CASING SPACER NOTES: 1. WHEN CONSTRUCTION IS WiTHIN FOOT JURISDICTION, ADDMONAL REQUIREMENTS OF THE UTILITY ACCOMODA710N GUIDE SHALL BE M ET. 2. WHERE PRACTICAL, CASING SHALL EXTENO 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR-4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT iN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 2" 0.1. VENT PiPE W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4%4" SUPPORT POST (TYP. FINISHED CONCRETE VAULT LOCATION) GRADE 36" S0. CAST IRON FRAME AND COVER WITH 4" MAX. 17-1/4" ACCESS LID. GROUT PREMOLDED PLASTIC- -y- :.. 2" VALVE ('TYP.) JOINT FILLER r 2" POLY 5" WALLS (MiN.) ' ':. 2' PORT WiTH THREADED PLUG PIPE PLUG (TYP.) CUT OUT AND SEAL JOINT 2" NIPPLE WITH MORTAR FOR FORCE MAIN OR WATER MAIN 2" GATE VALVE SEE NOTE 2 2" NIPPLE ----SERVICE SADDLE PER SPECIFICATION FITTINGS AND SECTION 50.5.4 PIPE FOR,.. A.R.V. SHALL BE BRASS 6" 6" BEDDING ROCK 8" x 16' REINFORCED CONCRETE FOOTING. (INTEGRAL WiTH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AJR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCOROIINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AiR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 112 UNDISTURBED SOIL (TYP.) EDGE OF TRENCH (TYP.) AREA FOR PLUG y CROSS W/PLUG CROSS W/ �- TWO PLUGS ARE/ TEE TWO F WOOD BLOCKING (TYP.) AREA FOR PLUG TEE TEE W/PLUG AREA FOR AREA FOR 45' BEND TEE AREA FOR .� PLUG TEE W/ WYE LAND PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC 14 REBARS TK. DiSC ANCHORED IN ANCHORED IN CONC. PAD CONC, PAD -STAMP AS STAMP AS REQ'D, ALL AROUND REQ'D. SiZE OF VALVE • a :' " '...,mod+•,•,�. TYPE OF VALVE to wrix +' • ' ^ 2 SERVICE ,`... ! ' DIRECTION & NO. • r ; • ._N TURNS TO OPEN ° tO e•; ! •.,: WATER ,. �'+ • APPLICABLE VALVE :' ; I^ l^' ' ' BOX AND COVER (SEE FIG. 115) v 12- ANCHORS 3000 P.S.I. MIN. (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER - - - 24" --- =I 6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) #4 RL'BARS ALL AROUND ' WATER 24' APPLICABLE VALVE Yr :.. a.. BOX AND COVER 9 4 (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG, 107 " 1 i� ? t:'I::�u•�'Aii :,fit.:;:;: g:'3:'•T.�..t;�: i . '•'f It �i _ ►. 1 2' D.I. VENT PiPE W/ SCREEN MESH OPENING AND 4`x4' SUPPORT POST(TYP. LOCATION) �- CAST IRON FRAME AND COVER WITH EXTSTiNG ACCESS LID, PROPOSED GROUT PAVEMENT �-FINISHED GRADE - OPERATOR HANDLE 2" VALVE (TYP.) CAST IRON VALVE BOX 5• WALL (MIN) TOP SECTION _ 2' PORT WITH EXTENSION ROD AS THREADED PLUG REQUIRED SEE NOTE 3 Dom_ 2" NIPPLE BEND GROUT 2' NIPPLE 2' UNION 2" BRASS PIPE 2' GATE VALVE WASTEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL iS BASED ON 2 INCH COMBINATION AIR/VACVUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENOINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATiON. 2. THE MiNIMUM IMMERSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. S. THE AIR RELEASE VALVE SHALL B£ ADEQUATELY SUPPORTED. OFFSET AiR OR COMBINATION AIR VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REQ'D) EDGE OF CROSSCUT UNDISTURBED - SOIL (TYP.) TRENCH WIDTH THRUST- *�,N- DS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) CONCRETE THRUST BLOCK (TYP.) 0/2THRUSj BLOCK AREA SQ. FT.) CONCRETE THRUST BLOCK NOTES: 1. T1dRUsY BLOCK kMNO AREAS' SHALL B£ POU90 AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND WEND TO UNOISTURBED MATERIAL z. EXTEND THRUST• BLOCK FULL tYliafH OF FTT1i14N,'3, JOWN, NUTS AND DOLTS SHALL NOT BE COVERED BY THRUST BLOCKS, FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL-) PRIOR TO PLACING CONCRETE THRUST BLOCK. 5. ROUGH BLOCKING FORMS SHALL UE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. TNRUSt BLOCKS SiIALL BE USED lit COVB b d BiNATi I , A3 REQUi`,tED TD SUIT THE SPECIFIC FITTING ARRANGEUENT. 5. ALL WOOD BLOCKING SHALL DE ME65URE TREATED `mTH PRESERVATIVE IF FORMS ARE TO REMAIN IN PUCE. 6. ALL TMST BLOCKS SHALL BE ALLOWED TO SET FIVE 5) DAYS BEFORE PRESSURE TESTING,UNLESS HIGH EARLY STRE GTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. WMIDULE FTxt THRUST BLOCK MEAS , • WE .:a 14 221 /4 .. WE k.. caW1F�n twk'Sb� � rn c9i t e to I, � a tr�TeH W t•:s.>ia )GE OF I TENCH YP.) THRUST BLOCK DETAILS CITY OF SANrORD 1999 FIG. 103B PVC PIPE COLORS GRAVITY SEWER: SOLO LIGHr GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4" 70 8' PIPE - d' TAPE IS CENttRED ALONG TOP HALF OF PIPE. -.� jr�r��r�llll/rrrir�r��ir�1rT.���III/.11.�ll� SEWER LINE SEWER LINE 10' TO Id* PIPE - 6"TAf'E IS PLACED ALONG BOTH SIDES OF TOfi HALf Of 1''ii r6 ---•- 5:rt ifAA'i --_ Sa•1 'li..OY SW, ►Hit[ / w L" tCWU U-x UNIa urt i 20" AND LARM PiPE - TAPE 15 PLACED Olt 80-0 'SiOtt OF THE TCV ILLLF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. PAPER BACKED AONESIVE VINYLMiCAL) TAPE (F12'I f j � Max. ;1Ww �� 1 u � its ���-• 6' FOR SEWER LINES --/TAPE SHALL BE GREEN WiFH BLACK IETmiNo. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE Nu PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FiG. 108 ALL LlTTV11 2' 114 HEi t 1®" YRiH 3/4' 5PAGIIiG BETYIEEIN 90:i3 IRRIGATING WITH RECLAIMED t2" WATER DO NOTaD MK I_ t 1/2" T -- o � 3d" (MAX) v 1 i/4' " a 1/2" 801NUER ,',' o 0 a - o �.' o . Hairs: I. HEKY, NT OF 9$w WILL 0000 OH LOU" AM yxd?O(hmy;d LANDSCAPE KART TYPES, IN ALL CASES, THE wN SHALL BE VISIBLE TO THE PUBLIC. 2. BACKGROUND SHALL Of PMDK PURPLE 3220, LETTERS SHAD. BE WML 3. ENIINawic GRADE NEFLECIIVE WATERIALS SHALL BE USED. 4. POST SHAU. BE U CNARREL 2 LB. HOT ROLLLII Ha TENSILE RAIL OR BILLET STEEL, 1107 DIP GALVANIZED PER AM A-12S. 5. WOlm HO NAdtWARE SHALL CE -SrAfI i1 ss STEEL. S. ST IS SHALL BE PLACED BY IIX CONTRACTOR IN AMRWiCE WTIN THE CYtY APPROVED EKIRLM14 PLAINS AND/OR AS APPROVED BY THE UTILITIES DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG, 114 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). )GE OF I TENCH YP.) THRUST BLOCK DETAILS CITY OF SANrORD 1999 FIG. 103B PVC PIPE COLORS GRAVITY SEWER: SOLO LIGHr GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4" 70 8' PIPE - d' TAPE IS CENttRED ALONG TOP HALF OF PIPE. -.� jr�r��r�llll/rrrir�r��ir�1rT.���III/.11.�ll� SEWER LINE SEWER LINE 10' TO Id* PIPE - 6"TAf'E IS PLACED ALONG BOTH SIDES OF TOfi HALf Of 1''ii r6 ---•- 5:rt ifAA'i --_ Sa•1 'li..OY SW, ►Hit[ / w L" tCWU U-x UNIa urt i 20" AND LARM PiPE - TAPE 15 PLACED Olt 80-0 'SiOtt OF THE TCV ILLLF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. PAPER BACKED AONESIVE VINYLMiCAL) TAPE (F12'I f j � Max. ;1Ww �� 1 u � its ���-• 6' FOR SEWER LINES --/TAPE SHALL BE GREEN WiFH BLACK IETmiNo. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE Nu PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FiG. 108 ALL LlTTV11 2' 114 HEi t 1®" YRiH 3/4' 5PAGIIiG BETYIEEIN 90:i3 IRRIGATING WITH RECLAIMED t2" WATER DO NOTaD MK I_ t 1/2" T -- o � 3d" (MAX) v 1 i/4' " a 1/2" 801NUER ,',' o 0 a - o �.' o . Hairs: I. HEKY, NT OF 9$w WILL 0000 OH LOU" AM yxd?O(hmy;d LANDSCAPE KART TYPES, IN ALL CASES, THE wN SHALL BE VISIBLE TO THE PUBLIC. 2. BACKGROUND SHALL Of PMDK PURPLE 3220, LETTERS SHAD. BE WML 3. ENIINawic GRADE NEFLECIIVE WATERIALS SHALL BE USED. 4. POST SHAU. BE U CNARREL 2 LB. HOT ROLLLII Ha TENSILE RAIL OR BILLET STEEL, 1107 DIP GALVANIZED PER AM A-12S. 5. WOlm HO NAdtWARE SHALL CE -SrAfI i1 ss STEEL. S. ST IS SHALL BE PLACED BY IIX CONTRACTOR IN AMRWiCE WTIN THE CYtY APPROVED EKIRLM14 PLAINS AND/OR AS APPROVED BY THE UTILITIES DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG, 114 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90* BEND 45' BEND 22-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE NOTES: i . FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WiTH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LiMIT'S OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. S. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: * TYPE OF PIPE: DIP * WORKING PRESSURE:-P.S.I. x SOIL DESIGNATION: x LAYING CONDITIONS: * TO BE COMPLETED BY THE ENGINEER 5. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN iN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE ( DIP CITY OF SANFORD 1999 FIG. 104B PVC PIPE COLOR PAMONE PURPLE 522C TYPICAL PIPE 2' TO 6' PIPE - 6" TAPE is CENTERED ALONG TOP HALF OF PiPE. FNECLAiME9 WATER MAIN RECLAIMED WATER MAIN i 1G To 1e PIPE - 6' TAPE is PLACED ALONG wmSIDES DF THE TOP HALF OF PIPE. i ,".f •rsA fa.r.rf ,•w •t:at tiuwrra. M+1.� v"w , , , 20' AND LARGER PIPE - TAPE 13 MACED ON wm SIDES Of T'OP NAU' OF PIPE WiTH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. PAPER BACKED AOHL31VE VINYL TAPE (r(MAL) 12' �` .., w., • c:us y «w 1 • ma,is. raau rz,�� �$ R�11f3 IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE NITS PIPE IDENTIFICATION (RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 109 CAUTION MODIFICATION OF THESE DETAILS BY NON --CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. oy ara•r r.��,��"�RE2����,tNG Y - rJTRL��.I CITY OF SANFORD UTILITY STANDARD DETAiLS J DATE1 9 9 9 I APPROVED M. CRUMPTON PE I D ET001 ❑q0❑ ggqqqqqq g00000000❑ 00000000000 000000000000 000 SEWER 000 ❑130 q0❑ 00❑ ❑0❑ 000❑g0000000 gqqqqqqqq❑ ❑ggqqqqq ❑gqqq❑ RECLAIMED WATER SEWER s ❑00❑00000000❑00000qg❑ER qq❑❑0❑00 gg❑ggg000❑qq❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 SET TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE -•\ SEE NOTE 2 M.J. PLUG VALVE CONTINUOUS COLOR CODED 14 GAUGE INSULATED WIRE (NON-METALLIC _ PIPES ONLY) WASTEWATER FORCE MAIN COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE IN) ADJUSTABLE CAST IRON VALVE BOX -BOX SHALL REST ON BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CITY OF SANFORD 1999 FlG. 203 19 ALUM. CUPS • MAX. 10'-04 TO CENTER MAX SPACING j.f,fs .!1�7?!, w J Lf. • ?�t�4 f 9�!�f*!T�t•if.�sf. h 1. •. • • •+ i4❖•4"i •••••• POSTI •••'�1. ��: •••..••• #9 TIE WIRES CORNER-f ...•..•BARS �'!1•iiiii iiFABRIC ROUND ifflii.•i•1vi• Nulls* 1 ; POST 11•+•❖•••❖• I•i�•i � ••ii•(SEE NOTE 11P�•JO.00• 14 iii0�6•TENSION 1+••••♦ -I i• •Ili • i O� �•Il1 �ir•1••1.9T1TQ■ TURNBUCKLE GRADE ••• PSI CONCRETE FENCE DETAI GATE POST GATE CORNER T LISS RODS GATE FRAME r GATE POST FABRICi i•�•ii❖� i:• �i0 i•: i :��:�: �::�� �I (�:�:�:• •• �� +• • • •• ..•. i �. �� � � • �JO� • ••i•� III+� •O �•i II II ri •• i•:.• O•❖ �.•••t II II �.+ i.1i i ii • •• II r i .•..1_�g 1. � i IL #1 „:... . 3000 CENTER • . Lil CONCRETE • - DOUBLE SW,ING GATE DETAIL 1. TRUSS BARS ARE R50UIREO FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. FACTORY2. ALL MATERIALS SHALL HAVE A DETAILCHAIN LINK FENCE CITY OF SANFORD ••• �, 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) 0 '^ FINISHED GRADE N ' ��IIIIIIIiIiI (IIIIIIIIIII=II 24" DIA. MIN. 3000 PSI CONC. L 'a NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD 1999 FIG. 116 LOT WTE WITH LINE d' BRN1Cfi YES SIZE VARIES SIZE 3' MAX. E" 4Y WYE WITH BEND •' BRANCH SEXVICt CICALA -OUT (SEE NOTE 2) ABU PER7JAHEHF PLUG ft"IttE ii.EAJ1--OUT LOY (SEE NOTE 2) DNE Wx TYPICAL LOCATRIH Of 3c a �, DEVICE �LocArat BEND rc PLAN SCAYK1E CLEAN -OUT (SEE NOTE 2) FKiT11foED DaADi SLOPE TO P/C TERUINAL DEM AT ITERWINAL -•a 1.05G MIN. (TYP) - ROTATE �-. •" PVC SPRf110 LINE TEM I am AS REQIARED FOR SERVICE (V YIN.) DEMI 3n (TYP.) ''FOR (SEE NOTE i) �') SEYIEI! WAIN SERVICE (3' YIN.) MP.) SiNIC E DOUBLE SERVICE SERVICE RP OFILE NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION TRY THE CONTRACTOR. S. CITY APPROVED ELECTRONIC LOCATIHO DEVICE SHALL BE INSTALLED AT THE ENO OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES "SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STU9OUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1999 FIG. 204 CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER LINE LOCKABLE NON SUP PROPERTY RIGHT -OF -WA ACCESS HATCH (ALUMINUM) PumO py-TA�TiOw PRESSURE SWITCH 2" BRONZE BRASS, OR 2' CAP (MIN) BRASS SHUT OFI RESIUEPT BALL VALVE VALVES AND FT CS �� 2" MIN TEE OIL -Fitt E0 CAST IRON VALVE BOX PRESSURE -u- BRASS DRAIN VALVE GAUGE 2' aRM 2' MIN OIA PI BALL CHECK LYE (FULL FLOW) 2' BRASS HORIZONTAL ME "NGED TEE GATE VALVE INFLOW OUTFLOW TO CITY FROM PRIVATE FORCE MAIN PUMP STATION FULL Flow PLUG VALVE MOUNTED DOWNSTREAM WITH 2" SQUARE ACTUATING NUT NOTES 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. AIL Ltrfdd r w TKir VM 3/4' VACIW KT■ W S.l4 I PRIVATE T CONSTRUCT AND tWALL , ,/r SIGN IN ACCORDANCE WITH PUMP STATVTION L4• SECTION 22.5,2 OF THE 'wT XXXXXXAX UTILITIES MANUAL ze Ile KiII ras54 PRIVATE PUMP STATION PRESSURE SWITCH AND SIGNAGE DETAILS CITY OF SANFORD 1999 FIG. 305 YWWCL-FlMMiED CONCRETE BENCHING COHCtiETE RA'sC SEE MANHOLE CONNECTION DETAILS Q 5 MANHOLE FRAME & COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) 1'-6" MIN. 3'-0' MAX. ! 5" 2'-D" R > tN3iDE W OUYStOf WALL PRE -PRIMED BITUMINOUS EPDXY COATINGS o w JOINT SURFACES PER SPECIFICATIONS 4'-0' 5" WIN. a ►�{ �gpq NOTE 5) l% LASTtUOU T (SEE TSUiRFACES SEALER WITH PROTECTIVE m WRAPPER ENCHTNO PER ST'ECIFiCATiOH3 �1» D a � (WRAPPER TO BE REMOVED) REINFORCEENT WAND JOINT JOINT WIN. SQUEEZEUT DETAIL TO BE DESIGNED BY SQUeEZE-OUT THE ENGINEER AND I 8" MIN. APPROVED BY THE 9. - - -9 1- CITY. T t I SECTION �9 LOIN -•-i9 T"-T DIT IAI BODING ROCK 2" MIN. CAST -IN -PLACE PRECAST MOH(W11110 CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 2 0 0 A PRODUCTS AND MATERIALS: A. PIPE PIPE STALL HE SCHEDULE 40 WC SOLVENT WELD PIPE CONFCniMiNG TO ASTM D1784 AND D1785. a. I_rrn•___N�� FITTINGS SHALL BE OF THE OWN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS, FITTINGS SHALL CONFORM TO AM F348, D2486 AND D3036. C. PVC CU'AHER, PRIMER AND OWE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO AM DESIGNATION D2564. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION Of THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. co - 6 ir<ou BtN !WN! � 4- Saw" (scc D4T1i 11" 1�-n aru: avr vAww vu.YE (WH 40 wc) STO#ME nr vActm uw TYPICAL SERVICE CROSS-SECTIO14 4" MA a LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRASH GUARD gu' OLNO 90' BEND 4' PVC MISFIT 4" PVC C.O. THREA.UED CAP STRUCTURE f s TEE D.W.V. WYE 4' SCH 40 PVC C.O. UPICAL SERVICE _VfyT Awn CLEAN -OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 205 rAo" flan+ L/SfIS1MC I"" TNICifNESS (INCHES) MATERIAL MANUFACTMR OIAMEEti (INCHES) HEIGHT (FEET) 3-6 7-1 3-20 21- S 26-3 48-53 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 5" TM 24'. SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 15 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 2009 N18CO 3' DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD 1999 FIG. 206 E PRECAST MANH , ••B(FLUERT WALLOLL &NO (SE£ NOTE 3) kA' -CONFRM ENCASEUENT .INLET . iOF VERTICAL PIPE CONNECTIONDROP PIPE AS REQUIRED (SEE NOTE I) SO, BEND . i � .'+':.• '. t� •• 1. SIANOARD DROP DETAIL P9ECA5T MANHOLE {' WALL COLLAR EHCAsEO Of NOU-SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER ' PRECAST -' MANHOLE+. `. WALL t STAINLESS STEEL-- r PVC OR BAND DIP STAINLESS STEEL .', ; ;•�':. PIPE CLAMP j ' F "•" ", t RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION ROTES: 1, DROP PIPE AND FITTINGS SHALL BE OF EQUAL SITE wo MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPi VE ALTERVATE WAMTiOW CONNECTION DETAILS FOR CONNECTION OF 24 DIAMETER PIPES AND LARGER. 3. AN OVTSIOE DROP C014RECMN SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24` OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD i 999 FIG. 2U1 dF I � C! z z W o m o � w S }� O t i5 z a,� Y D -II 5 CITY OF SANFORD 0 s 8 U it � o � O w a g � Y n /AC PACKAGE 1999 FIG. 207 RAISED 1-•1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR RE AS APPLICABLE ALL COVERS USF "AS" OR EQUAL. i� PLAN ELEVATION 'CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. m„NHOLE FRAME: USF '227" INLET FRAME: USF "1295' OR EQUAL. STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 4" THICK 3000 P51 LIMITS OF TRACT TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE �--- CHAIN U14K FENCE RTU ANTENNA PER SECTION 22.3.10 AND 46.8 OF THE (SEMANUAL E FIGURE 3b4) 5' * N---1R1TiGATtON SYSTEM (TfP) 4� CONTROL PANEL 5' MIN (SEE FIGURE 301) 3/4' iRRK1Ai1UN 1" WATER SERVICE METER z 0 HOSE BIBS s 10' WIDE W/BFP DEVICE * v CONCRETE o z R/W 31 5' (MIN.) 0NI 5' SIDEWALK 2 - 6' S NO GATE � � 3 4' POTABLE BACK OF CURB STREET LIGHT WATER METER C/L - PUBLIC R/W RECLAIMED WATER MAIN THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE WET WELL NOTES.. DETAIL 1. DRIVEWAY AND APRON 71ALL BE STX (6) M-H THICK, 3000 P.S,I. CONCRETE. 2. POWER TD THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING SHALL BE REQUINEO AROUND P" WET£R OF FENCE. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 5. ENGINEER SHALL PROVIDE A SCALED (I' - 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 402. 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNF3 DURING CON3TRIJCTHk1 UNTIL PROJECT IS ACCEPTED BY THE CITY. PUMP STATION TYPICAL SITE PLAN CITY OF SANFORD 1999 FIG. 300 CAUTION MODIFICATION OF THESE DETAILS BY NON --CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD DETAILS I DATE 1999 APPROVED M. CRUMPTON PE DET002 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE -� I (SEE FIGURE 107) ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VSHALLALVE ORE PIPE AND WATER MAIN _ -_ CENTERED ON OPERATING NUT CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 400 BALL VALVE FOR 2 INCHES AND BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) 1TiREADED NIPPLE (TYP.) SLOPE IT I MAIN FINAL GRADE DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY i--- DMI EC11W UNION (2 REQUIRED) 90• BEND (2 REQUIRED) ' SLOPE TO B SERYICE 2 INCH AND BELOW ASSEMBLY NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 5009). 4. VALVES SHALL BE CHAINED CLOSED.(FiGURE 5000) 5, ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5009). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 5008) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTES: 1. A fornporory jumper ocHn4ofloa it ruquhsd of all connacflone balweon existing Daft" water mains and propotad now water main improvamtnts. 2. The detail above is to ba used for filling any Taw water main of arty size from exlatinp active wafer maim and for flushing of now mains up to 8 INCHES IN DIAMETER (2.5 FPSminfmum velocity) and for pulling bacterlolo9ica1 samples from any new water main of any size. The Jumper connection shall be maintained until after filling, flushing, letting and dls(nfaction of the new main has been sucootsfully completed and clearance for use from the Florida Dopartment of Environmental ProleeHon (FOEP) and other psrtinent agenotes have bean mosNad. The jumper connection shall also ba used to mcfntaln a minimum prvwtury of 20 pat In the now mains after disfnfeaflon and until the FDEP clearance latter Is oblalned adaquats. Thrust blocking and/or restraints shall be provided temporarily, as required. Pipe and fittings used for connecting the now pipe to the existing pipe shall be dlsinfoated prior to Installation In accordance with AWWA C651, 1992 edlllon, The topping sleeve and the extorlor o1 the main to be tapped shall be disinfected by spraying or swabbing par saotton 11 of AWWA C651-92. 3. Flushing of 10 inches In diameter and larger water molm may be done through the tie-in vat" under very controlled conditions. The following procedures shall be followed: A. The Hein valves shall be operated and pressure tested In the presence of the utility company and onginaer to verify water Tightness prior to H*-In. Vaivtt which are not water tight shall be raplaaad with a now vat" Inttallad immodlatdy adjacent to the looking Vaht. B. The tompofary jumper connection shelf be oonstruotod as dOoRlod. The jumper connection shaao ll be ua:rd to fill the now water main and for providing water for b- lerlologlaal sampling of the new main as required by the FDEP permit, a flushing shall not ba aHampt+sd during paok dgmond hours of the existing water mains. • All downth*cni Vdty" in HIt #Ydorn must bo open prior to opening the He -In vat". • Proddo for and monitor tha ppmvvura In the tie -In point. The pressure In tha existing main mutt not drop below 35 psi. • Tie tie-in VOW Shull W opened u few fur" only, ensuring o preimure drop ootoss hit* valve Is greater than 10 psi. C. The Hs -In vain shall ba locked otosad by the UHRty comp" until Hushing baglns. D. The Ha -In Yenta shall be opaned only for flushing of the new main. The procedure shall be directed by the utility company and observed by the engineer. E. After flushing, the Ha -In vow shall be clovW and looked In the closed position by the utility company. 4. The contractor shall prWda d"umantaffon da,mxrstruHrtg that the double check backfaw prevention davit• has bean tatted and Is in good working order at the time of Insfallation. 5. Except as rxqutrvd to flush Hn:s of groatar than B Inches in diamot*r, the He -In valve shall remain clowad and *hall tee locked In the closed pa"Mon by the utility company. The bean H*_In vat" *hail remain T"kod closed until the new system has becleared for use by FDEP and all other psrHnant aganalat. S. Upon receipt of clearance for use from FOEP and all oHTar partinsnt oganclas, the contractor *hall rvmove the Temporary jumper connection. The corporation stops are to ba elased and plugged with 1 Inch brass plugs, 7. All installation and malnimanos of the temporary jumper connection and asvoclated baakflow praytntion device, Tfingt, valve, etc. shall be the responsibility of the contractor. TEMPORARY JUMPER CONNECTION CiTY OF SANFORD 1999 FIG. 504B COVER (SEE FIGURE 115) s 0 M - VALVE PAD IN UNPAVED AREAS (SEE FIGURE 107) -FINISHED GRADE go. 14 GAUGE COLOR CODED INSULATED LOCATE WIRE --ADJUSTABLE CAST IRON VALVE BOX >(0 o o UNDISTURBED BEDDING ROCK EARTH NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. BUTTERFLY VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 401 DOUBLE CHECK OR REDUCED PRESSURE TONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY - TEST COCK (TYP.) FLANGED 9W BEND (2 REQ.) O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) RODS ON D.I.P. RISER (TYP) 4" CONCRETE SLAB WITH NO. 6 x 6 x I � W10 x W10 Y zi WIRE MESH SLOPE I....24' M SLOPE 1/2" PREFORMED JOiNT ,l4ST p(p� MATERIAL BETWEEN 36" Lltl. COVER SUP„OR - A O PIPE AND CONCRETE TO WIN - 9tY BEND (2 REQ.) SERM THRUST COLLAR ROODED TO THRUST COLLAR RODDED TO 96' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CiTY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL VALVE i'D' MIN (2 REQUIRED) _ - 510' MiN CONCRETE SLAB --- ABOVE GROUND DEVICE WITH 2'0" MIN DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500E �F a� 3 w i w z Y o 7WIA" & s i awl z J U j �8 s ot U Y Li�w� 3 a 7d.. V) w �tWE U x w TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD 1999 J FIG. 505 HYDRANT --- , OPERATING NUT HOSE NOZZLE - 24' SQUARE AND - 6' THICK REIN- FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) 2 - 14 AT 9"- O.C. ALL AROUND COMPACYED BACKFiLL SEE NOTE 3 -PUMPER NOZZLE FACING STREET VALVE PAD (SEE FIGURE 107) mN M J HYDRANY el ANCHORING TEE 12" MiN. 6 6' BEDDING ROCK-/ 6' PIPE --/ MECHANICAL JOINT RESILIENT SEAT GATE WiTH RESTRAINERS VALVE AND BOX MOTES: (TYP.) (SEE FIGURE 400) 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2, THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUEIIER A-423, AMERICAN DARLING 8-84, KENNEDY K81A OR CLOW MEDALLION F-2545. S. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. b. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL, FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1999 FIG, 402 TRAFFIC COVER WHERE REQ'D. FINISHED GRADE 2" GATE VALVE - 2" 90' BEND DOUBLE METER BOX (18" x 24" MIN.) 4"Fw 2" CAP--"--L [AT- WA TILEM IN RONtlIN7 y I I I 6" BEDDING ROCK W.W or WAY t"-� eWASi nAw.0 Ta i (2 REwkw) YARSES LL91 0 VtxtrY EAUENt cotsCaM sus tv ca TE VALVE Y s'o` Uzr. ,d, t STSANU (SEE NOTES 9-10) - 2'0' �. 2•0' tttt. -I r S.;OOL hm oar.w ewx drr RYwtw nAw" 'r To BWAY3 Ptrssvkr zow DETECTOR ASSOIDLY AS REOUWD 1Y THE CITY t/Y' t Joan PVC A � E,E UAD 0,& t Y. IttiAi4i4f TAT VALW3 --- - ur PLATJCED Lard 4' l6 k10 14� RODS ON O.I.P. WtW NO.axe, wt0xw10 x 4.tE o X Jd WA ""` WME MMH eS0S919m INVADE ,Lt; VALVE $ � .r'••r' .(. '. t�' .. F _ WJ :Enid (Y fJuLL4-dD) - TOsrRvm -- 719KW COILAR 14 ROOM TO 90' L"O OR REYIHAaiLV AaJUIYAtIY PW{ TO YALYE As REQUIRED BY THE CITY SU~ STANDS nx! Er C0t1AR Abbif[0 to Jft)nt`St so• ,:ENO oA TOTALLY Et;i. t:." AS REOLVIED t. ALL PEE A}iD ilirsrd8, WTETitA1S, lABdit ANO Ar?t}Ntf}1A1JtYTS Err nee Cm $HALL DE SUPPLIED BY THE CONTRACTOR. I. ALL PIPE AND IttfKaOJ iHruE (J) 111d1Es AND LIAS61EA SMALL BE RESMNE0 JOINT 011CTIlE IROkN PIPE. A60VE GRADE JOW S SHALL BE FACTORY-FIAHOED. J. THREE (3 necH WETETts AND ABOVE SHALL. BE AWfC GttdlAiO IHSTALLA WITH BYPASS. 4. VALVES Y}LALL IRE CHAMTEO CLOSED. s. THE ABOVE ago" BYPASS L&E SLUT BE MUD T•aN rTke FtIM REOUrF"FNIS. B. ALL nRE UM SMALL BE A WvTTiUM Or EIGHT (a) 64CM OR AS APPROVED BY THE FIRE DEFT. 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED UIETY faro FOR rtra PROTECTM USES AND BLACK FOR ALL OTHER USES. B. A GATE VALVE SNAIL BE *WALLED AT YNE ASSEurdr.YY CONNECTION POINT TO THE WAIN. 4. DUAL DOWESTIC-ORE n.Ow WASTER kETW SHALL aC THE COWPOURD TYPE . 16. DOMESTIC WATER WASTER 11E100 SHALL BE Wtwa 0W routlu OR INUHE TURBINE TYPE AS DETERMINED FROW THE PROPOtro USAGE IN ACCORDANCE WITH APPENDIX 'D' of THE UTILITIES LI.ANUAL. DUAL DOMESTIC-FiRE/FLOW DOMESTIC WATER MASTER METER ASSEMBLY CITY OF SANFORD 1999 FIG. 501 h r, a IF 4/ t; Y3 tl v 04v O zi ICI i •i �'{I XUT �I z m gig o � 0 a� 0z m� 3 w O fJ N < w o: a a z� a � o CCCiii Y 7 µ�s z S� TYPICAL COMMERCIAL RECLAIMED WATER IRRIGATION 5),aTEM LAYOUT CITY OF SANFORD 1999 FIG. 505 m m"'. leetieeetie: •e' to \- TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1999 FIG. 403 LOTS LIST'.) GLE SELE RVICE (r P.) SERVICE LISP.) PROPERTY LINE (a) WA ER MAIN - (6' MINIMUM) CLEANOUT(TYP) ��' 4' WATER REDUCER MAIN (MIN.) 6' FIRE FITTINGS AS HYDRANT ASSEMBLY REQUIRED (TYP.) (SEE NOTE 1) RIGHT OF WAY LINE SEPARATE ER CURB BOXES WATER MAIN r), 2' (TYP.) SIDEWALK �(TjYP.) RIGHT Of WAY LiNE NOTES: 1. ANCHORING TYPE W BEND SHALL ONLY 13E USED WHERE RIGHT-- OF-WAY CONSTRUCTION WILL NOT ALLOW INSiALLATION OF A STRAIGHT ASSEMBLY. 2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM TO THE INTENT OF THIS FIGURE. TYPICAL SERVICE LOCATION DETAIL CITY OF SANFORD 1999 FIG. 404 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE BO PVC PIPE R REDUCED PRESSURE DEVICE AND FITTINGS WATER REQUIREDHERE RECLAIMED METER BOX AND LID TO BE FLUSH WITHMIABOVE UNION r UNION FINISHED GRADE•SHUT OFF VALVE CURB ;"TO6"FINIS GRADE METER CURB STOP - SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN, IN MOST CASES �-- CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE + DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOYES. 1, A POST" DtELECYM CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETIYEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND iN NO CASE SHALL iT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED_ PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 502 DtSII,Irt"ON Baforo being placed in B:trvlc:T, aft now water malns shall be chlorinated in accordance with the spaclficaffons below and the procedures outline In AWWA C-651 'Standard Procedure for Di3infacting Wafer Mains*. All provislons of the Florida Daparimant of Environmental Protoction permit shall be compiled with. WATER SYSTEM TESTING: Hydrostatic testing shall ba parformad at 130 pounds per square inch pressura, unloss otharwlsd approved by the City, for a period of not lets then two (2) hours. Testing than be in accordance with the apPIleoble provisions as set forth In Section 13, AWWA Standard C600 for ductiblo Iron pips and kWWA Manual Number M-23 for PVC pipe. The lastt.1p procedure shall Include the continued application of the specified presvure to the Iasi tyttem, for the two hour period, by way of a pump taking sup Iy from a container suitable for measuring wal r lost, The amount of loss shall be dotorminP by Oda Wring the voluma displaced from tat container. Should the test fall, necessary repairs shall �e accomplished by the contractor and the test repeated until within the established limits. The contractor shall furnish the necessary labor, water pumps, gauges and all other Items required to conduct the rwqulred water distribution system and perform necessary repairs. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FiG. 507 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 80 PVC PIPE R REDUCED PRESSURE DEVICE AND FITTINGS \ METER BOX AND LID UNION UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE - 12' TO SO" CURB 4'' TO 64 ABOVE GRADE FINISHED - GRADE / -Y IIITf., I METER CURB S-101k SERVICE LINE CORP. STOP -+ DOUBLE STRAP SADDLE WATER MAIN NOTES: 1. A POSITIVE OIELEt'"IC CONNECTION SHALL of MADE OE•TWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. S. USE PRIMER SUITED TO BASE UATERiALS. FINISH WiTH TWO COATS OF BLACK EXTERIOR ENAMEL DOMESTIC METER AND DOUBLE CHECK VALVE OR_ REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 503 PROPOSED HORtYUNYAL 3i VERTICAL SEPARATION REQUtREMENYS tmurr vet WA TER ATEa AiewDxn WATTS+ sU�1A&f 5t'I [i (CitAY11Y >< F.U.) sradL ;1w�A WHAT. NOWR VC T. t: art VEAL 3 rbTA9L WATER _ _ 5• C C ra' 1u' It' Iv Is WAT s• 0/0 1Y - - S c la' - - Ya W1141 via. 4 1AWArn' 3Llie7t 10' Ifr - - - - GfhTRAi. NOTES: 1. THE TABLE FiCKESEM TILE Mit(iUUM SEPARATION REOC k EMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATIONI REQIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. 10 2. FOR THE PURPO#E Of THIS YABLE, kECLAIMED WATER 'SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610, OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTEU FOR SANITARY SEWER SMALL APPLY. S. ALL SEPARATION DISTANCES ARE FROLL Otf(SIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO MYER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUI'SIOE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IY NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT !JUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED, 9. WHERE t6 INCH VERTICAL SEPARATION iS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUOOLE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. S. 1i0 WATER PIP£ SHALL PASS T'rtt10UCH Oil CoUE IN COHYACF WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR Y TRUCTURE. UTILITY MAIN SEPARATION REQUIREMENTS CITY OF SANFORD 1599 FIG. 505 COW&U" PAW" VIR Wow T-BRANCH CAL K t sTr J nTnoo WITH LOT NUu- (1' x 3/�� D"s x 3/4•) ctrTrs SYat OM STOP (SEE NOTE 3) i � 31 LLA7f PROF&FY TU1301:0 LINE (I• WIN.) (( ) r%alerrrr LtTE U401-r LXTstJt BOIL AND Naorvlbm t1ETtR BOXES a WATER ►IEIER TLRS UP TO 2' WATER LEUP TO 2' (BY CITY Of SAIBYMD) (BY CITY or &WFORD) SINGLE SERVICE DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOABLE CHECK & FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG MAIN (SPUCE SERVICE WIRE TO MAIN WIRE WiTH WATERPROOF CONNECTOR) 30' - 4S' YOKE BAR METER AWWA TYPE CURD STOP CC THREADS WATER MAIN TYPE "K" FLEXIBLE COPPER OR CTS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL 100111,10 SMALL DE BRASS WTTM COMPRMMN/PACK JOINT TYPE CONNECTIOttS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WiTH A 2' x 2' x 18' STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. S. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 2'METER DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 12' TO 30' 3/4' f1OSEBiBB ABOVE W/VACUUM BREAKER 2" SC91D, s0 PVC. GRADE 2' 5CH0. 60 PVC PRESSURE GAUGE DOUBLE SCRAP SADDLE 2" o"P. STOP 2' oDRP. STOP WATERLINEm m NEW WATER LINE FLOW TiE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED, CiTY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY _JUMPER CONNECTION CITY OF SANFORD 1999 I FIG. 504A I i CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD DETAILS JDATE 1999 1 APPROVED M. CRUMPTON PE i D FT003 r�.lm 3r 0" Elevation 4-" PVC, to existing sewer 1" PVCXo existing water O"FORMOrd (UNDERGROUND) TO FPL TRANSFOPMER 3' Gondult (2) Sets of -(4) 250 MCM THHN Alum. W Alum. Bond i.r► .r' A 1 ► I�r^- All C.M.U. Block Walls to be Furred Out and 1/2" Drywall Applied to Office Areas All Interior Walls to have 3--1/2" Batt Insulatio 8'-01/2" 3' Condult (2) Sets of (4) 250 MGM THHN Alum. W Alum. Bond 3' Gondult (2) Sets of (4) 250 MGM THHN Alum. 20 Alum. Bond Ground per N.E.G. ELECTRIGAL RISER DIAGRAM REV. # DATE BY: 1 09-05A0 KJS 2 10-15-00 KJS 3 10-27-00 KJS 0 ()N ANY COj\,s f. REQUIRING STRUCTi;',',_ STEEL DRAWINGS 1'it'_L ulT?c AN AS-SUILT CERT. Fpc)m illy 1-"ID,-,'-",!�-�+•T STRUCTUAL ENG. G :i-- PLACEMENT Of Th'1 1 CL iL 13 O� 0 ■ILL En j • En 1 0 i0 LL E9 ■ ■ ■ Aj r-U cv _ U)m s V� DRAWN BY Daniel K. Arecco GHEGKED Kevin J. Spolski DATE 8 August, 2000 JOB NO. X �::) o r- 1� I c3 r1 CONTINUOUS 'TURN -DOWN" EDGE A5 PER DETAIL '16' X 16FTC" BEYOND GONG. PIER. (2) #50 DOWELS CONT. @ PERIMETER FOOTINGS w751 ANCHOR BOLTS OR EPDXIED BOLTS PER ENGINEERS APPROVAL 3000 P51 CONCRETE d .. a d (3) #50 OWELS C) 0 O.G. Q 1(5 IN LENGTH, O.G.E.W. d o d. 24" X 24' GONG. PIER SECTION 2'x2' SIDEWALL PIER 3/4' =1'- 0" Typical [Deta &R I owl Mj, Irlezp], CONTINUOUS 'TURN -DOWN" EDGE AS PER DETAIL '16' X 16' FTC" BEYOND GONG. PIER. ;a A. C1 d (2) #50 DOWELS CONT. @ PERIMETER ANCHOR BOLTS OR EPDXIED BOLTS PER ENGINEERS APPROVAL (1) #50 $ 0) #70 HAIRPIN AS PER FOUNDATION PLAN r-3000 PSI CONCRETE ,/' 4' O Office Area 6" C@ Warehouse Area CONTINUOUS TURN -DOWN" EDGE AS PER DETAIL '12' X 16' FTC" BEYOND GONG. PIER. (4) #50 DOWELS 9 9" O.G. 27IN LENGTH, O.G.E.W. 24" FOOTINGS 12" 36" X 30" GONG. PIER SECTION 3'x3' SIDEWALL PIER 3/4 =1-O Typical Detail "G" ANCHOR BOLTS OR EPDXIED BOLTS PER ENGINEERS APPROVAL 0) #5 HAIRPIN AS PER FOUNDATION PLAN r— 3000 PSI CON( d d . o � d 4 4 • L . v•d d. add a •d .. o v ° • o�°< 'o d a -o°° ' d a. o. .d =:c Office a .d 9 Warehouse Area d d 5) #5 CCD 9' O.G. 48" IN LENGTH d o do 6 4�q dd . .O O d. a ,d d o (6) #5 CCD 9" O.G. 60" IN LENGTH 12" 36" 48" X 60" GONG. FTG. SECTION 4'x3' SIDEWALL FOOTING 3/4' =1'- 0" Tvnical Detail REV.# DATE BY: 1 09-05-00 K15 2 09-22-00 KJS 3 10-27-00 KJS 3000 PSI CONCRETE • � . 1�7�,a R 2) #50 DOWELS 12" 5ECTION 12" X 10' FTG 3/4' =1'- 0" Typical Detail "A" 0111 40' — 20' el 20' 20' 20' 100' 20' WON •r � � 1 1 � ■ r ■ CI 0 0� Z o Ci- E-- VT AWNBYrDanIeIQp<. Arecco ' l"Sci�D Kevin J. Spolskl DATE 8 August, 2000 JOB NO. X C sFEEr OF " moon 000 2 v�� X 200' I-Iultirib 20 Ca. Caly. Roof w/ Cutters and Downspouts WEST ELEVATION 100' SOUTH Fainted 20 ga. r- letal Wall Panel P-,00 m A 1. 1 A I %% /-11 G Ei._i=NATION [%lultirib 2G Oa. Caly. Roof w/ Outters and Downspouts v V L.111 `-. I II 7,1 REV. # I DATE I BY. 1 109-05-00 I KJS 2 10-27A0 KJS IL 13 nm EL LL U1 13 LL LS En En:� 1 1:3 �j L LM z �N IL m C O U 40- (j) a) VT Fainted 20 ga. I`'letal Wall Panel 10' x 14' O.H.D. ,X�, ��C.� I ( C� Daniel K. Arecco 1 /2 :12 S l o p e - - Pa i nted G. I`'I . U. `NECKED Kevin J. Spolskl DATE 8 August, 2000 X6 No. X 24 mI �. I C+eeT 3OF 4, 4' x 4' H.3. Window x N 0 EV/4enN771 0 N �Ievations Electrl'col egend: = 20 Amp, 110v Switch t3 = 20 Amp, 110v Switch .3 Way =Telephone Outlet f"P_ 110v Duplex Receptacle Water Proof =110v Duplex Receptacle = 110v Quad Receptacle = l' I . H . Recessed Light Fixture 220v Duplex Receptacle Emergency Light with Battery pack = Exit and Emer- enc ' g y Light with battery pack 4" pVC to existing sewer 1" pV o existing water = 2'x4' Flourescent Light 3 Tube with prismatic Glass = 2'x2' Flourescent Light with prismatic Glass = Exit Sign Exit Lt. = Fan Vent with Light ® = Fan Ve n t = H . V.A. C . l deg i ste r- = H.V.A.C. Rog Phone Bd. = phone Board = 400 W./t"1.H. Light Fixture - 400 W./M.H. Light Fixture Co * Mer w/ 300w. Quartz (restrike Lam '' p aXaw%nck = &Double Tube Fluor. Lt. r ' � i 2 109-22-00 I KJS Qi(I CI _UU UIW% ��oOm --0UF#M > — 13 o o� Z U J n +� DRAWN BY Daniel K. Arecco CHECKED Kevin J. Spolskl DATE 8 August, 2000 .JOB No. X [A � x Alec-I-r-iccal Plan 5 1 /2" l`'1 eta I Studs, 25 g a . C@ 24" When exceeding 1-9'-0" A.F.F DESIGN NO. U465 Nonbearing Wall Rating - I REL 1. Floor & Ceiling Runner -- ( not shown) -- 25 MSG (min) gale steel 1 in. high, return legs 3-5/8 in. wide (min), attached to floor and ceiling with fasteners 24 in. O.C. 2. Steel Studs -- 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. return, formed of 25 MSG (min) galv steel max stud spacing 24 in. O.C. 3. Batts and Blankets* -- (Optional) -- Mineral wool or glass fiber batt partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 4. Wallboard, Gypsum* -- 5/8 in. thick, 4 ft. wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S self -tapping steel screws spaced 8 in. O.C. along edges of board and 12 in. O.C. in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. Canadian Gypsum Co., Ltd. -- Types C, SCX, SHX, WRX. Georgia-Pacific Corp., Gypsum Div. -- Type GPFS-C. Pabco Gypsum Co. -- Type PG-C. U.S. Gypsum Co. -- Types C, FCV, 1PX2, SCX, SHC, SHX, WRC or WRX. 5. Joint Tape and Compound -- Vinyl, dry or premixed joint compund, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. *Bearing the UL Classification Marking /-. ,.l.,.l.... & r"'"') _. . .— _— — .. -I- — .— — . — rn - -i1 J1 - NOTES: 1. Entire Building is Designed in' Accordance with S.B.G. 1000 100mph Wind and 20 P.S.F. - 2. Construction Type IV, Stora Classification, Max. Allowable ,4 72,000 s.f. , Sprinkled and Ur Building. PLUi`'16/NG Ri -9" x 10' Ridge Vent 26 Ga. Galy. / Alum. Multirib Roof over 3" Vinyl Back Insulation TilesG" Batt insulation over 2'x4'Suspended Ceiling Dowel[1)#5 , , '1)#5 Dowel e 09-05-00 KJ5 09-22-00 KJS 10-27-00 K15 ON ANY CONST. REQUIRING STRUCTUAL STEEL DRAINIt GS -L REQUIREAN AS -BUILT CER, itvs';'rsi1 INDeP�:.'NIUKAT STRUCTUAL ENG. G-1 PLACEMENT OF THE : K. +, 1` � N 1 1: 1 w A. �0i �- ry -U r o v l f IL cf) 4= ® 'L Q U- Z o o �VT DRAWN BY Dc lel K. Arecco CHECKED Kevin J. Spolski DATE 8 August, 2000 - i7 IN 5CAl.E 1"=4' R. i c_ r.......... . I; rf.....'.•.... .......... .......... �.......... F71 f•' ... ....'...... j.......... ........... ........................ }.......... . ......... ' ,.......... (.......... r• r r: r.: t.......... .....'.' :.:.:.:.:.:.:.:.:. ( .....'....'. . r........::� . r....:.:.:.::.::� r.: 0 Unit 4 ro" Exh. to Outside to each restroom and Break Room 00 cfm each Hv,Ac c Unit 1 Unit 2 omp. Pads x x Unit 3 Unit 4 �F_ -== slyKI, 8-:, ............ .......... ................. . ................................................ .............................................. .. ... ...................... . . . . . . . . . . . . . . . . . . . . . .............................................. ... .. .............. ........... ............................. ........................ .... .............. .. .......... ................. . . .............................................. Unit 3 E ...........� f•:::•::•:•:•:•:•....-� ter,\-'���/' .......... .......... 2 H�/.a.G I—ec�encl: U r-1 i -F- I _ n s Unifi 2 = S Tore lJ ri i -I- n s Lj n II -I- 4 == .5 Ton I/ H.V.A.G. register H.V.A.G. Rag Warehouse Unconditioned Space All rigid duct to be rated at R-G I Iin. I All flex duct to be rated a R- 7F71 l � .................... . . ................... . ......................................................... .............................................................................................................................. ............................................................................................................................... .............................................................. ................................................................ ............................................................................................................................... .................................................. ............................................................................. ............................................................................................................................... ................................................................. ................................. ................................ G" Exh. to Outside to each restroom 00 cfm each Unit 1 win REV. # DATE BY: 1 09-05-00 KJ5 2 10-27-00 KJS MIn. EL IL 0 mi C3 • >M r ■ n. ul mi 11 in z Z� 1 ' . LL; E9 EO m En Lim n n o CO - Q ��0 0� z 0 o � U 1 J Q a� DRAWN BY Daniel K. Arecco CHECKED Kevin J. Spolskl DATE 8 August, 2000 JOB NO. X SGALE 1"=4 x ro" Exh. to Outside to each restroom and Break Room 90 cfm each ,00 se 7( d Space Unit 1 HV,exG Como. pads x x Unit 2 Unit 3 0 Unit 4 H I 0 Warehouse a Unconditioned Space ro" Exh. to Outside to each restroom 30 cfm each t 1 09-05-00 I KJS 2 10-27-00 KJS H I Z; efl ec-I-e 1 a. am 1 � ■ ■LL ul z i 1 El Lm M En ■La 13 Qry 0 13 IL 3 O Q O r 0 =iliri DRAWN BY Daniel K. Arecco G7-I KEV Kevin J. Spolski DATE 8 August, 2000 JpB No. X 1"=4-' K4 A Alr I CITY 6 �IJIRED DNA{ J d. Cliv C FL. 9.2 7 Orcly COlh� -1997 6Lllpoo)j !IJE)Ae)jd 01 SU011eA919 Ll0l8JAjpqns.ion 'jdE)p 6Lll.l@0LJlbUE) AJP Aq P@Ao.idde E)PIAo-id.io SU01MAE)JE) cjpjr, PE)LISIL11J.101 sapoo ,SN01-1 �/A:�-I� Hoo-tj MrHSINU, "kilil'-Hr"'T FiLORIDA ACCE',831BILITY CODES MUSTMEET FLORIDA ---.---ENrn-RGY CODES m W1FPE-24x36-P.dvy ver 1.00 4/02/99 T Ls WATER SUPPLY FLOW TEST FIRE PUMP 12/18100 DATE OF TEST: RATED CAPACITY: TIME OF TEST: RATED PRESSURE: 88 STATIC PRESSURE: PUMP TYPE: RESIDUAL PRESSURE 64 WELL PUMP 2545 GALLONS FLOWING. GPM AVAILABLE: TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE: ABBREVIATIONS (= CENTERLINE E = ELEVATION TOS = TOP OF STEEL G = GROOVED PIPE END T = THREADED PIPE END F = FLANGED PIPE END C-C = CENTER TO CENTER 2'x4' Suspended Ceiling Tiles 6" SUPPLY Building Section MATERIALS DESIGN CRITERIA SIZE LOCATION TYPE SYSTEM NO. DIA 1 DIA 2 DIA 3 1"-2" BRANCHLINES SCH 40 HAZARD CLASS 3 COM. LIGHT CLASS 3 COM. 4" - 6" RISER,MAINS SCH 7 SPACING 110 180 110 K FACTOR 11.4 5.62 11.4 INSIDE HOSE 100 0 100 OUTSIDE HOSE 400 1p0 400 RACK GPM NIA NIA NIA HYDRAULICALLY DESIGNED SYSTEM LOCATION SEE PLANS NO. OF SPRINKLERS DENSITY DESIGN AREA GPM DISCHARGE I RESIDUAL PSI AT CONNECTION FIRE SPRINKLER PIPING PLAN N SCALE: 1/8" = V- 0 I DESIGN NOTES 1) ALL WORK & MATERIALS TO BE IN ACCORDANCE WITH NFPA 131996 & LOCAL CODES 2) HANG ALL BRANCHLINES USING #1A HANGERS HANG ALL MAINS USING PURLIN PUNCH W/ STIFNERS. HANGER # 2 3) ALL MAINS TO BE SCH. 7 AND ALL BRANCHLINES TO BE SCH. 40 4) ALL GRV. FITTINGS & COUPS. TO BE VICTAULIC FIRELOCK U.N.O. USE FLEXIBLE COUPS. AT PEAK OF CEILING IN WAREHOUSE AREA. 5) HEADS TO BE INSTALLED UNIFORMLY, BUT NOT CENTER OF TILE ALL CEILINGS IN OFFICE AREA TO BE 9'-0 A.F.F. ALL PIPING TO BE V-0 ABOVE CEILINGS IN OFFICE AREAS. ALL BRANCHLINE PIPING IN WAREHOUSE AREAS TO BE SLOPED W/ DECK. 6) ALL WIRING AND CENTRAL STATION MONITORING BY OTHERS 7) ALL PIPE LENGTHS TO BE CUT LENGHTS. 6 GRV. ELL \J5' ALARM BELL 2" GRV. ELL 23-6 1/2 ELEV. WIRING BY OTHERS 22'-6 ELEV. o 6' x 17-6 C-G 6 HEAD CAB. 2" TO HOSE STATIONS W/WRENCH SCH. 40,1 1/2" x 18-8 T- FLOW SWITCH zap 1 1/2" UNITED BRASS CHECK VA. 1 1/2" MILWAUKEE BB VA. W/ T.S. G-G 1 1/2" x 0-6 T-T _ TYPES OF SPRINKLERS & CALCS SYMBOLS CLAN. ORIF TEMP. MAKE & MODEL TYPE FINISH ESC. O 54 1/2" 155 REL MOD F1 FR/QR SSP CHROME RECESSED O 94 .64 286 REL MOD G XLO SSU BRASS N/A 148 THIS I SHEET 1 1/2" x 1-0 T-T" O FIN. FLR. SEE SPIGOT DETAIL ON SHEET FP-2 O I FLOW SWITCH 6" x 0-8 C-C 6" RELIABLE MOD. G SHOTGUN VA. W/ FULL TRIM 6' VIC.708W BF VA. W/ T.S. G-G 4" x 1-0 C-G — 4" x 1-3 F-C 2-HOLED 6" UNIFLG. 2 DRAIN TO OUTSIDE 6" x 4-0 CLASS 51 D.I. PIPE W/ FACE OF UNIFLG. AT V-0" A.F.F. U' M.J. ELL W/ RETAINER GLAND 5' BLUE BRUTE PVC CLASS 200, DR-14 RISER DETAIL N.T.S. NO. I DATE REVISION DESCRIPTION 12118/00 RELEASE FOR SUBMITTALS INSPECTOR'S TEST & DRAIN. — I RACKS DESIGN AREA # 3 GNED PER NFPA 13 1996 & 231 C G FIGURE 6-11(C) CURVE (G) DENSITY OF .43 / 2000 SQ FT 'Q FT MAX. SPACING ;LE ROW 20FT STORAGE iS III NONENCAPSULATED COMMODITIY. AISLES. NO IN RACK SPRINKLERS. I TEMP, SPRINKLERS ranch -eheuse 1 " 1" GLOBE VA. �n h7 o Ln 1 " x 1-6 T-T GALV. 1" GALV. ELBOW SMOOTH BORE CORROSION RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER INSPECTOR'S TEST DETAIL N.T.S. f 1" SCR. ELL 1" x 0-2 •I x 1 T-T 1/2 ANGLE GLOBE VA. 4' - 6" ELEV. — F n MOUNT TO RACK HANGER #1A STEEL "Z" PURLIN HUMP BACK RACK 1 1/2" x 100' HOSE & 1 1/2'' FOG NOZZLE TYPICAL HOSE STATION DETAIL N.T.S. 5/8" Type Gyp. Brd. 1/4" Crown of SpecSeal 100 Steel Sprnk, Pipe Annulus Range: Contact Point to "" Maximum - T"'" of SpecSeal 100 Sealant w/ 1/4" Crown Gyp. Brd. 1 HOUR GYPSUM WALL UL SYSTEM NUMBER W-L-1049 WIDE MOUTH TOP BEAM CLAMP 3/8" ALL -THREAD ROD (LENGTHS VARY) HANGER RING HANGER LOCATION DETAIL PIPE SIZE A B' C 1" I 3-0" MAX. 12'-0" MAX. 3" MIN. 1 1/4" 4'-0" MAX. 12-0" MAX. 3" MIN. 1 1 /2"-8" 5'-0" _MAX. 15'-0" MAX. 3" MIN. A (— _ B' SPRINKLER HEAD STEEL PIPE HANGER C 'MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL STEEL PIPE IS 12-0" FOR ALL PIPE SIZES BY wiginton FIRE PROTECTION ENGINEERING, INC. DH Orlando, Florida (407) 831-3414 Office (407) 831-5740 Fax ❑ Jackson lle, Florida (904) 262-6107 Offica (904) 262-6108 Fax Tampa, Florida (813) 623-2333 Office (813) 620-0333 Fax Miami. Florida (305) 888-2402 Office (305) 888-3804 Fax West Palm Beach, Florida (561) 540-4420 Office (561 543-4480 Fax Melbourne, Florida (407) 722-5585 Office (407) 722-4775 Fax F1/�N(' ER 42 STEEL PURLIN (2) NUTS & (2) mot. FENDER WASHERS I' 1/2" ALL -THREAD ROD (LENGTHS VARY) i i HANGER RING p4k ; 0 3/8" ATR = 1 "- 4" P I P E1/2" ATR = 6" PIPES N N RECEIVED JA N 0 FLORIDA IRRIGATION 300 CENTRAL PARK DR. SANFORD, FL. DRAWN BY: DAVID HART DATE: 12/18/00 SPRKS. ON JOB: 148 j SCALE: AS NOTED APPROVALS: CITY OF SANFORD CUSTOMER PROJECT NO. DRAWING NAME: CONTRACT P40 02056 SHEET NO. FP-1 OF 2 WFPE-24x36-P.dwg ver 1.00 4/02/99 FINAL iNSPECI104 REQUIRED City of Sanford Model Cedes in effect: Standard Building Code 1997 ed. Standard Plumbing Coda 1997 ed. r OF11 _ndard Mechanical Code 1997 ed. Nai:onal Electrical Code 1996 ed. See City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1997 SANFORD BUILDING DEPT THESE PLANS ARE REVIENED AND CONDITIONALLY ACCEPTED FOR PERMIT A PEPNLT ISSUED SHALL BE CONSTRUED TO 6E A I_I�'.t.r!';: `. != `ACC=:^ D V,'I T H TH.- WORK AND NOT AS A... '.GR{1�Y _.; C /hJLATF CAi'vCEI_. ALTER, OR SL' _ .. Afjy ._. 'T 'F r'RU'VISIONS OF THE TECHN'G, N°-i:: _ H'`�A ISSUANCE OF A PERMIT PP.ECVE` i' E Pl'I!._T' G r FROM THEREAFTE_ !ION OF ERRORS ON TH i11 0 Lr r 2 O J CL CL co Z I-- Q ❑ ry Q Q 1 LL i } J CL a- U] Z I-- Q C7 HEIGH T REQUIREMENTS FOR WALL -MOUNTED DEVICES 1. EACH MANUAL FIRE ALARM BOX SHALL BE SECURELY MOUNTED. THE OPERABLE PART FOR EACH MANUAL FIRE ALARM BOX SHALL NOT BE MORE THAN ±48" (1.37 M) ABOVE FLOOR LEVEL. 2. WHERE CEILING HEIGHTS ALLOW, WALL -MOUNTED APPLIANCES SHALL HAVE THEIR BOTTOMS AT ±80" A.F.F. 3. WALL -MOUNTED VISUAL APPLIANCES SHALL BE MOUNTED ±80 IN. (2 M) FROM THE BOTTOM OF THE DEVICE TO THE FINISHED FLOOR. 4. WHERE COMBINATION AUDIBLE/VISIBLE APPLIANCES ARE INSTALLED, THE LOCATION OF THE INSTALLED APPLIANCE SHALL BE DETERMINED BY VISIBLE APPLIANCES. CONTROL PANEL +70" BELL � HORN/STROBE Ivl� SIGN 1_'�-_0� SIGN 2 MANUAL RELEASE ABORT ±48" ±80" ST'tOBE a _ J SIGN 3 OUTSIDE HAZARD +S0" HEIGHT OF DEVICES DETAIL (CLEAN AGENT) N.T.S. First Alarm United Fire Protection 1-888-822-5544 SIGN #1 CAUTION When Light Is Flashing Agent Has Discharged United Fire Protection 1-888-822-5544 SIGN #3 LOCATION OF INFORMATION FROM NFPA 2001 3-1.2.2 A) TITLE BLOCK B) TITLE BLOCK C) COMPASS / LEGEND D) FLOOR PLAN E) FLOOR PLAN F) CROSS SECTION DETAIL G) HFC-125 CALCULATION H) HFC-125 CALCULATION 1) PROTECTION AREA = SERVER ROOMS NORMALLY UNOCCUPIED J) SURROUNDING AREA = OFFICE AREA K) SUBMITTAL SHEET / HFC-125 CALCULATION L) SUBMITTAL SHEET (NOZZLES) M) GENERAL PIPING REQUIREMENTS N) COLOR CODE 0) DETECTOR MOUNTING DETAIL P) HFC-125 TANK DETAIL / SUBMITTAL PACK Q) ALL AIR TO BE SHUT DOWN BY BUILDING ALARM SYSTEM. R) ISOMETRIC DIAGRAM S) N/A T) PIPE SUPPORT DETAILS U) HFC-125 TANK DETAILS V) SEQUENCE OF OPERATION W) PANEL DETAIL X) N/A Y) BATTERY CALCULATION Z) N/A Discharge Countdown Initiated United Fire Protection 1-888-822-5544 SIGN #2 KEEP DOOR CLOS:D AREA PROTECTED BY HFC-125 SYSTEM United Fire Protection 1-888-822-5544 DOOR SIGN AVERAGE NODE PRESSURE NODE PRESSURE 1 273 psi 2 272 psi 3 265 psi 4 200 psi 101 189 psi 5 189 psi 201 178 psi 301 145 psi TANK INFORMATION TANK CAPACITY: 2151b TANK DIAMETER: 20" HEIGHT TO PORT: 28.87 PORT SIZE: 3" INSTALLATION TEST PROCEDURES FOR FE-25 FIRE mr"UPPRESSION SYSTEM 1. DISABLE EACH AGENT STORAGE CONTAINER RELEASE MECHANISM SO THAT ACTIVATION OF THE RELEASE CIRCUIT WILL NOT RELEASE TH AGENT. 2. PIPING SHALL BE PNEUMATICALLY TESTED IN A CLOSED CIRCUIT FOR A PERIOD OF 10 MINUTES AT 40 PSIG. AT THE END OF 10 MINUTES, THE PRESSURE DROP SHALL NOT EXCEED 20% OF THE TEST PRESSURE. 3. A FLOW TEST USING NITROGEN GAS SHALL BE PERFORMED ON THE PIPING NETWORK TO VERIFY THAT FLOW IS CONTINUOUS AND THAT THE PIPING AND NOZZLES ARE UNOBSTRUCTED. 4. VERIFY THE ENCLOSURE INTEGRITY PER NFPA 2001 VIA OF THE DOOR FAN TEST. 5. RECONNECT THE RELEASE CIRCUIT WITH A FUNCTIONAL DEVICE (24/VOLT LAMP, FLASH BULBS, CIRCUIT BREAKERS) OR PNEUMATICALLY ACTIVATED RELEASE MECHANISM IN LIEU OF AGENT STORAGE CONTAINER RELEASE MECHANISM. 6. CHECK ALL THE SUPERVISED CIRCUITS FOR PROPER OPERATION AND CONFIRM THE SUPERVISED CIRCUITS FOR PROPER OPERATION AND CONFIRM THE SUPERVISORY SIGNALS ARE RECEIVED AT THE CONTROL PANEL (AUDIBLE AND VISUAL). a. CHECK BELLS, SUPERVISED CIRCUITS FOR PROPER TROUBLE RESPONSE. b. CHECK ABORT SWITCHES, SUPERVISED CIRCUITS FOR PROPER TROUBLE RESPONSE. C. CHECK PULL STATION, SUPERVISED CIRCUITS FOR PROPER TROUBLE RESPONSE. 7. CHECK ALL MANUAL RELEASE SWITCHES TO VERIFY THE AGENT RELEASE, CHECK FOR TWO SEPARATE AND DISTINCT ACTIONS AND THAT THE SWITCHES ARE PROPERLY IDENTIFIED. 8. CHECK DETECTION DEVICES FOR A FIRST ALARM FUNCTION. 9. OPERATE THE NECESSARY CIRCUIT TO INITIATE A SECOND ALARM TO ACTUATE AGENT RELEASE LAMP. 10. CHECK THAT EACH AIR CONDITIONING UNIT SHUT OFF AND THE DAMPERS FUNCTIONED PROPERLY. 11. CHECK THE POWER TO THE CONTROL PANEL, VERIFY IT IS A DEDICATED CIRCUIT AND PROPERLY LABELED. 12. CHECK POLARITY ON EACH ALARM DEVICE AT THE PANEL. 13. REMOVE DETECTORS AT RANDOM FROM THE BASE TO CHECK THE SUPERVISORY FUNCTION. 14. TEST ABORT SWITCH TO VERIFY THE MANUAL RELEASE SWITCH WILL ACTUATE THE RELEASE AGENT SOLENOID WHILE THE ABORT BUTTON IS DEPRESSED. 15. RECONNECT THE AGENT RELEASE ACTUATE RELEASE DEVICE. TRAINING ffffi��Aff SCALE: 1 /4" = 1'-0" 1 HR. RATED FIRE WALL PROTECTING SERVER ROOMS PROTECTED AREAS ARE NORMALLY UNOCCUPIED SURROUNDING AREAS - OFFICE TOTAL FLOOD SYSTEM. SYSTEM IS FE-25 FE-25 DOES NOT DEPLETE OXYGEN LEVEL AFTER DISCHARGE AND IS SAFE FOR OCCUPIED SPACES. RE: SUBMITTAL SHEET HFC-1 25 CLEAN AGENT. FIKE NOZZLE TABLE NOZZLE I TYPE DIA. NOZZLE AREA PART NUMBER DRILL DIA. FLOW 101 180' 3/4" 0.2187 80-046-21137 0.2187 41.71bs 201 180' 1 " 0.2950 80-047-2950 0.2950 71.01bs 301 180° 1 3/8" 0.1250 80-044-1250 0.1250 9.31bs NOTE: SUGGUESTED THRUST BLOCK TO AT CHANGES IN DIRECTION AND AT NOZZLES. LOCATIONS TO BE FIELD VERIFIED. 5'-6"±, V l'-6"±, 1" DI. 0'-3"±, 1" DIA., 401 By: Sanford Date, - TANK A NOTE: THE LENGTHS SHOWN ON THE ISOMETRIC INCLUDE THE REQUIRED FI.TINGS AND TANK ADAPTERS. VERIFY FINAL PIPE LENGTHS. U TRAINING - 20'-0' I 3 n D4 S3 < > B i� D6 S4 m 75cd 0 Ir 0: o D2 J N I D5n N N SEE PENETRATION PS-1 <v> S8 0O OETAIL S1 75cd B D1 Abt-l:::L S5 S cn { 52 O S 75cd --= Abt-175cd PS-1 P-1 9'-4" CH 0'-8" SF SERVER ROOM SCALE: 1 /B" = 1 -O° CLEAN AGENT CALCULATION AREA/ZONE SERVER ROOMS & SUBFLOOR SOURCE TANKS 1 PROTECTED SPACE CUFT 4340.7 FLOODING FACTOR .0274 (8.00%) 0 70' HFC-125 REQUIRED 118.941bs. TANK A: 1 - 215 Ib. CAPACITY CYLINDER 1221bs. TOTAL HFC-125 SUPPLIED = 122 Ibs. ADJUSTED CONCENTRATION: 8.00% DISCHARGE TIME: 8.55 sec TANK A ISOMETRIC N.T.S. 40T 0'-6", 1" DIA., 40T INPUT/OUTPUT MATRIX SMOKE DETECTOR (INITIAL) • • SMOKE DETECTOR (SECOND) • • • () MANUAL RELEASE STATION • • • • • I DISCHARGE COUNTDOWN COMPLETE • • • Ul Q' >- ABORT INPUT (ALARM) • ABORT INPUT (NON -ALARM) • TROUBLE INPUT • SUPERVISORY INPUT • TIME DELAY: 0 30 60 OTHER SEQUENCE OF OPERATION 1 ST ALARM - WHEN ANY DETECTOR GOES INTO ALARM, IT WILL ACTIVATE THE FOLLOWING: - BELLS WILL SOUND THE FIRST ALARM TONE. - ALARM CONTACTS WILL NOTIFY REMOTE MONITOR. 2ND ALARM - WHEN ANY OTHER DETECTOR IN THE ZONE GOES INTO ALARM THE FOLLOWING WILL ACTIVATE: - HORN/STROBES WILL SOUND THE SECOND ALARM TONE. THIS WILL ALSO BEGIN THE 30-SECOND DISCHARGE COUNTDOWN. - THE APP11OPRIATE AIR HANDLERS/FANS WILL BE SHUTDOWN. - DAMPER CLOSURE. DISCHARGE - WHEN THE 30-SECOND TIME DELAY HAS EXPIRED THE SYSTEM WILL ACTIVATE THE FOLLOWING: - THE CLEAN AGENT CYLINDERS WILL DISCHARGE. - THE DISCHARGE STROBE WILL ACTIVATE. - HORN/STROBES WILL REACTIVATE. MANUAL RELEASE - WHEN A MANUAL RELEASE STATION IS ACTIVATED THE FOLLOWING WILL OPERATE: - ALARM CONTACTS WILL ACTIVATE THE BUILDING FIRE ALARM. - THE CLEAN AGENT CYLINDERS WILL DISCHARGE. - THE HORN/STROBES WILL SOUND. - THE DISCHARGE STROBE WILL ACTIVATE. ABORT - WHEN AN ABORT STATION IS ACTIVATED THE FOLLOWING WILL OCCUR: - THE 30- SECOND DELAY (WHICH IS ACTIVATED BY (2) ALARMS IN THE ZONE) WILL BE INTERRUPTED. THE TIME WILL RESET BACK TO ITS ORIGINAL VALUE OF 30 SECONDS AND HO:..D THERE UNTIL THE ABORT BUTTON IS RELEASED, AT WHICH TIME THE SYSTEM RESUMES ITS COUNTDOWN TO DISCHARGE. THE ACTIVATION OF A MANUAL RELEASE STATION WILL OVERRIDE THE ABORT FUNCTION (EVEN IF THE ABORT IS ACTIVE), WHICH WILL RESULT IN IMMEDIATE DISCHARGE OF THE FE-25 GAS. EQUIPMENT SCHEDULE AND LEGEND SYMBOL CITY PART NUMBER DESCRIPTION MANUFACTURER SHP 1 10-063-1-R-1 SHP PRO CONTROL PANEL FIKE 2 10-2190-1 7AH BATTERIES FIKE < 2 63-1024 PHOTOELECTRIC DETECTOR FIKE 0 2 67-1033 IONIZATION DETECTOR FIKE 2 63-1024 PHOTOELECTRIC DETECTOR (SUBFL00 ) FIKE 6 67-1034 DETECTOR BASE FIKE 2 10-1643 MANUAL RELEASE/SYSTEM ABORT FIKE H❑� 2 20-123-75WR HORN/STROBE (75cd) FIKE S 2 20-124-75WR STROBE (75cd) FIKE BD 2 20-110 6" BELL FIKE 122 1 70-154 215 Ib. CLEAN AGENT CYLINDER FIKE 122 - POUNDS HFC-125 AGENT FIKE 2 VARIES CEILING -MOUNTED NOZZLE FIKE 1 VARIES SUR LOOR-MOUNTED NOZZLE FIKE - VARIES CEILING -MOUNTED DISCHARGE PIPE - GENERAL PIPING REQUIREMENTS - CLEAN AGENT 1. ALL PIPE SHALL BE BLACK OR GALVANIZED STEEL ASTM A-53 SEAMLESS OR ERW, GRADE A OR B, OR ASTM A-53 FURNACE WELD CLASS F OR ASTM A-106, GRADE A, B, C. 2. A120 PIPE SHALL NOT BE USED. 3. ALL FITTINGS SHALL BE 300 L.B. CLASS CONFORMING TO ASTM A-197. FLANGED FITTINGS SHALL BE CLASS 300 LB. 4. CLASS 300 OR STREET ELBOWS SHALL NOT BE USED. 5. CONCENTRIC REDUCERS ARE THE ONLY MEANS FOR REDUCING PIPE EXCEPT AT THE NOZZLES. 6. REAM, CLEAN, AND BLOW ALL PIPE BEFORE INSTALLING. 7. ALL DISTRIBUTION PIPE AND FITTINGS MUST BE ASSEMBLIED USING PIPE TAPE AND PIPE DOPE. F� ROBERT R. COOPER, P.E. FL P.E. # 23275 RSyLSION ¢ DATE DESCND'TTON 7113 Shenandoah Court FLORIDA IRRIGATION SUPPLY Tampa, FL 33615 300 Central Park Drive UNITED R Sanford, FL 32771 CLEAN AGENT(HFC-125) PLAN Tramps ° Odn,Hdla�(y�(-� R.I��g�l�r�c��dab ° aQO ift -4"'E DRAIN BY DESIGNED BY Ran) K1_1_ci5)44 AS SHOWN D.PIERCE C. NORRIS Z , Z G. C7� IRBUE DATE JOB NUMBER DSAINGG NUMBER FLOO HODDA �I IDsG �S JnJ�S'Gz����� Mr1 tG3D J73s�r 7��C�179� �1 C�,000 GiGr��G� 01/20/05 04-585TP FJ - 1 Dt 3 40 EF00010185000 LA 205 328 LL D2 D4 3 0 N } J IL IL co Z I-' Q ❑ ry Q LL i } J IL z Q ❑ ry Q n J i (`1 ft CONDUCTOR & RACEWAY SCHEDULE A = (CONVENTIONAL) 2 #14 STRANDED THHN IN 1/2" CONDUIT A = (INTELLIGENT) 2 #18 TWISTED SHIELDED IN 1/2" CONDUIT B = 3 #12 SOLID THHN IN 1/2" CONDUIT A/H SHHUTDOWN FIRE ALARM TIE IN � (A) FIRE ALARM TIE IN (A) PANEL MODE OF OPERATION ASSEMBLY REVISION TOP LEVEL ASSY 10-2452-REV PO8 02-10670 REV A W Off� 0 1n 01- o_ U = 0 FC,� w U 0 1n w N 0_ ®6v� ® Cut for 0 ohm bases on detect Z°' 1 C cult #1 Ot CD _ + - + - + ® Z) i DETECT 1 DETECT 2 SWITCH ® U< z_j w 04 1 1 2 3 ?3 4 5 6 7 POWER ® Uo� Z R89 DIAGNOSTICS O r za Q < U a- R52 Cut ® c,fx o> for 0 ohm ® 0, > 0 -J � I I bases on detect z} o : o circuit #2 4.3K EOL D1 D3 D5 D6 PS-1 PS-2 Abt M , l al, 70 out 12411111411 SWITCH2 SWITCH #3 8 9 10 11 12 13 ® ® C)3 V� ® 0 0 Zd W ® 0 c¢v n o O AC NORMAL OPTIONAL CLASS A 0 �� U Ld o O INPUT MODULE zw o ALARM 10-2450 o o O PREDISCHARGE Ps C� z� `"zo ® ® O O RELEASE BL O zy 0z O SUPERVISORY ARMN soL > 0D O O O RELEASE DISABLED DISABL RESET Z' O TROUBLE IS ' ZQ Na_ O PANEL SILENCED SILENC O ABORT �� O O GROUND FAULT O SW4 CONFIG SNTCHES ONjj�� OPTIONAL P8 1 2 3 4 5 8 7 8 9 101112 RELAY MODULE 10-2204 NON 1 2 + - U10 POWER O LIMITED ®®® 0ONO AC 1 AO BATT 10A O 0 O TRANSFORMER ®F1 10 10 F2 P1 AC kRY BATTE Y BLACK WHITE + - + - BATT #1 BATT #2 TIE INTO BUILDING STEEL OR 12VDC 12VDC GROUND PER MANUFACTURERS 7AH TO 40AH 7AH TO 40AH INSTRUCTIONS. SURGE SUPRESSOR Y GROUNDING DTK-120 HW m SCREW z Y S H P PRO RELEASE PANEL (P - 1 ) = w a 3 m AND ALARM RISER DIAGRAM 3#12, 1/2"C TO DEDICATED (B) 120VAG CIRCUIT W/BREAKER LOCK PANEL E1-CKT #10 COLOR CODE CONVENTIONAL SYSTEMS DET A=RED(+) & WHITE(-) DET B=ORANGE(+) & GREY(-) PULLSTATION=PURPLE (+) & YELLOW(-) ABORT=BLUE(+) & GREEN(-) TANK CKT=PINK(+) & BROWN(-) AUDIBLES ALL SYSTEMS BELLS=RED(+) & BLACK(-) HORN/STROBES=WHITE(+) & BLUE(-) DISCHARGE STROBES=PINK(+) & GREEN(-) ADDRESSABLE SYSTEMS COMMUNCATION=18/2 TWISTED SHIELDED 24VDC POWER=ORANGE(+) & GRAY(-) AUXILIARY FUNCTIONS PINK PURPLE YELLOW GREEN GENERAL ELECTRICAL NOTES 1. CONDUCTOR TYPE: - CONVENTIONAL CIRCUITS: THHN - STRANDED. - INTELLIGENT CIRCUITS: TWISTED SHIELDED 2. CONDUCTOR SIZE: - CONVENTIONAL CIRCUITS: #14 MINIMUM. - INTELLIGENT CIRCUITS: #18 MINIMUM. 3. RACEWAY AND SIZES: EMT, 1/2" MINIMUM. 4. IDENTIFICATION OF EQUIPMENT AND CATALOG NUMBERS OF ALL SYSTEM COMPONENTS: SEE SHEET BILL OF MATERIALS. 5. ALL COMPONENTS SHALL REFLECT U.L. LISTING FOR FIRE SERVICE AND SHALL BE COMPATIBLE, SEE ATTACHED SUBMITTAL DATA. 6. POWER LIMITED - 24 VDC, 7. ALL SIGNAL, 24V CIRCUITS, AND WIRING CIRCUITS SHALL BE WIRED USING #14 THHN STRANDED (19 STRAND). 8. 1/2" MINIMUM CONDUIT OR 3/8" MC FOR RACEWAYS. 9. SYSTEM SHALL CONFORM TO ALL REQUIREMENTS OF NFPA 2001, NFPA 72, NEC CHAPTER 7 ARTICLE 760, CHAPTER 9 TABLE 3B, STANDARD BUILDING CODE, UNIFORM RULE 4A-4B AND RULES AND REGULATIONS OF THE STATE FIRE MARSHALS OFFICE, F.S. 633.01 AND 633.701, AND ALL STATE AND LOCAL CODES. 4.3K EOL 2.OK EOL Abt-2 2.OK 1��EOL O O RESETTABLE AUX +24VDC, 2.OA MAXIMUM x COMMON FOR BOTH AUX AND R!SETTABLE AUX + AUX +24VDC, 2.OA MAXIMUM p� 0 �8 � 1 P7 o m In nm 0 OPTIONAL CLASS A OUTPUT MODULE 10-2448 iz 0 �o m y 0�1 A 0 I N Q � 1 w O O S1 S3 © © 1OK EOL 2.OA MAXIMUM S2 S4 EC29*-A 1OK EOL 2.OA MAXIMUM S5 S6 75cd S 75cd S 10K EOL 2.OA MAXIMUM 2.7K EOL + - R 8 Y C - III TOF XIMUM 123v,5s76 ARMS INSTALLER N❑TE: SHP PR❑ VERIFY POLARITY ON ARM CIRCUIT. + TO + AND - TO - ON THE ARM. NOJES: 1. ALL WIRING IS SUPERVISED EXCEPT RELAY AND AUX +24V OUT. 2. DETECTOR CIRCUITS HAVE COUNTING ZONE CAPABILITY. 3. CIRCUITS ARE POWER LIMITED, EXCEPT P1 CIRCUITS. 4. IF USING 0 OHM BASES OR CONTACT CLOSURE DEVICES ON DETECT #1 OR #2, CLIP THE APPROPRIATE 0 OHM JUMPER. 5. EARTH GROUND CONNECTIONS " /)7 " ARE PROVIDED FOR SHIELD TERMINATIONS IF SHIELDED CABLES ARE USED. N ❑TE: PANEL CONFIGURATION SHOULD BE FOR SUPPRESSION SYSTEM CROSS ZONE. REFER TO MANUAL FOR PROPER DIP SWITCH SETTINGS GENERAL NOTES: O PROTECTED AREA IS AN EXISTING BUILDING. 20 PROTECTED AREA IS NORMALLY UNOCCUPIED. O ALL AIR HANDLERS WILL BE SHUTDOWN. �4 SYSTEM IS REMOTE MONITOR STATION TYPE. 24 HOURS OF BATTERY BACKUP PROVIDED. O5 ALL RELAYS FOR CONTROL DEVICES ARE LOCATED WITHIN 3FT OF DEVICE AND ARE SUPERVISED. O EQUIPMENT RACKS DO NOT BLOCK VISUAL DEVICES. O7 DETECTORS ARE LOCATED AT DROP CEILING LEVEL ANP SPACED AS PER NFPA 72 2-3.4.6.1 (SMOOTH CEILING SPACING). O8 ANY DUCT DETECTORS ARE IN CONJUCTION WITH BUILDING FIRE ALARM AND ARE NOT COVERED UNDER THIS SCOPE. O9 SYSTEM IS TOTAL FLOODING HFC-125 FIRE SUPPRESSION SYSTEM. 10 ALL SURROUNDING WALLS TO PROTECTED SPACE ARE 1 HR RATED WALLS. 11 SURROUNDING AREAS - OFFICE AREAS 12 ALL DOORS TO HFC-125 ZONE EQUIPPED WITH PANIC HARDWARE AND SELF CLOSING DEVICES BY OTHERS. 13 BATTERY POWERED EMERGENCY LIGHTS AND EXIT SIGNS TO BE PROVIDED BY ELECTRICAL CONTRACTOR. 14 THE CONTROL PANEL SHALL BE TIED TO BUILDING FIRE ALARM, TO ANNUCIATE TROUBLE AND ALARM. NOTE AUDIO/VISUAL EVACUATION OF THE PROTECTED AREA IN COMPLIANCE WITH NFPA 72 AND ADA WILL BE PROVIDED BY THE BUILDING FIRE ALARM SYSTEM. ALL SIGNALS ASSOCIATED WITH THIS CLEAN AGENT SUPPRESSION SYSTEM ARE FOR THE OCCUPANT'S INFORMATION PURPOSES ONLY. THESE SIGNALS ARE INTENDED TO INDICATE WHAT STAGE OF THE RELEASE SEQUENCE THE SYSTEM HAS ENTERED. AN ALARM SIGNAL WILL BE SENT TO THE BUILDING FIRE ALARM SYSTEM UPON "1ST DETECTION" WHICH WILL GIVE AN APPROPRIATE EVACUATION SIGNAL. SHP (P-i ) BATTERY CALCULATIONS STAND-BY DEVICE DRAW TOTAL DRAW DEVICE QUANTITY (AMPS) (AMPS) MAIN BOARD 1 .09 .09 CRM4 1 .00 .00 - - .00 - INPUT CIRCUIT PWR CALL. TOTAL DRAW (AMPS) .00026 TOTAL DRAW (AMPS) IN STAND-BY .09026 HOURS IN STAND-BY 24 01 /21 /05 X = AMPS/HOURS 2.166 REQUIRED ALARM DEVICE DRAW TOTAL DRAW DEVICE QUANTITY (AMPS) (AMPS) MAIN BOARD 1 .09 .09 CRM4 1 0.10 .10 OUTPUT CIRCUIT PWR CALC. TOTAL DRAW (AMPS) .473 TOTAL DRAW (AMPS) 663 IN ALARM 01 /21 /05 X 5 MIN. ALARM (.084) .084 = REQUIRED (AMPS) 0557 FOR ALARM + STAND-BY 2.165 = COMBINED AMP/HOURS 2.221 X DERATING FACTOR 1.2 TOTAL AMP/HOURS - REQUIRED 2.67 N ®-FES ; (1) ALL WIRING IS SUPERVISED EXCEPT RELAY AND AUX +24V OUT. (2) AGENT RELEASE MODULE "+" CONNECTS TO ARMIII (3) DETECTOR CIRCUITS HAVE COUNTING ZONE CAPABILITY. 4 CIRCUITS ARE POWER LIMITED, EXCEPT P1 CIRCUITS. 5 IF USING 0 OHM BASES OR CONTACT CLOSURE DEVICES ON INPUT #1 OR #2, CLIP THE APPROPRIATE 0 OHM JUMPER. TWO 7-AH BATTERIES SUPPLIED P-1 INPUT CIRCUIT" DEVICE POWER CALCULATIONS INPUT #'7 INPUT #2 INPUT #3 INPUT #4 DEVICE DEVICE DRAW TOTAL DRAW DEVICE DRAW TOTAL DRAW DEVICE DRAW TOTAL DRAW DEVICE DRAW TOTAL DRAW QUANTITY (AMPS) (AMPS) COUNT (AMPS) (AMPS) COUNT (AMPS) (AMPS) COUNT (AMPS) (AMPS) PHOTO DETECTORS 4 .000045 .00018 - - - - - - - - - ION DETECTORS - - - 2 .00004 .00008 - - - - - - MANUAL PULL STATION - - - - - - 2 0.000 0.000 - - - ABORT STATION - - - - - - - - - 2 0.000 0.000 TOTAL DRAW (AMPS) 00018 TOTAL DRAW (AMPS) OOOOB TOTAL DRAW (AMPS) 0000 TOTAL DRAW (AMPS) 0.000 FOR INPUT 1 FOR INPUT 2 FOR INPUT 3 . FOR INPUT 4 01 /21 /05 TOTAL DRAW (AMPS) 00026 FOR ALL CIRCUITS NOTE: UP TO TWO STYLE B INITIATING DEVICE CIRCUITS WITH AN OVERALL SYSTEM CAPACITY OF 50 DETECTORS MAXIMUM P-1 OUTPUT CIRCUIT DEVICE POWER CALCULATIONS AUDIBLE #1 AUDIBLE #2 AUDIBLE #3 AISENT RELEASE DEVICE DEVICE DRAW TOTAL DRAW DEVICE DRAW TOTAL DRAW DEVICE DRAW TOTAL DRAW DEVICE DRAW TOTAL DRAW QUANTITY (AMPS) (AMPS) COUNT (AMPS) (AMPS) COUNT (AMPS) (AMPS) COUNT (AMPS) (AMPS) BELL (6" GONG) 2 0.030 0.060 - - - - - - - - - HORN/STROBE (75cd) - - - 2 0.110 0,220 - - - - - - STROBE (15/75cd) - - - - - - 2 0.089 0.178 - - - ARM III - - - - - - - - - 1 0.015 .015 TOTAL DRAW (AMPS) 0.06 TOTAL DRAW (AMPS) O 220 TOTAL DRAW (AMPS) O 178 TOTAL DRAW (AMPS) FOR AUDIBLE 1 FOR AUDIBLE 2 FOR AUDIBLE #3 FOR AGENT RELEASE .015 01 21 05 / / TOTAL DRAW (AMPS) FOR ALL CIRCUITS .473 NOTE: THREE STYLE Y NOTIFICATION APPLIANCE CIRCUITS RATED AT 2.0 AMPS EACH ONE AGENT RELEASE CIRCUIT WITH MAXIMUM OF 6 ARM III'S INSTALLATION NOTE: THE INFORMATION SHOWN ON THIS DRAWING IS FOR REFERENCE PURPOSES ONLY. ITS INTENT IS TO PROVIDE THE SYSTEM INSTALLER WITH THE NECESSARY INFORMATION AS HOW TO WIRE FIELD DEVICES. ACTUAL CONDUIT ROUTING, CIRCUIT DIVISION, AND FIELD DEVICE LOCATIONS SHALL BE DETERMINED BY THE SYSTEM INSTALLER IN THE FIELD. ROBERT R. COOPER, P.E. REVISION DATE DESCRIPTION FL P.E. # 23275 7113 Shenandoah Court Tampa, FL 33615 FLORIDA IRRIGATION SUPPLY 300 Central Park Drive Sanford, FL 32771 SHP PRO (P-I) RISER DIAGRAM "C" AS SHOWN 0 WN BY D.PIERCE DESIGNED BY C. NORRIS v / 7✓ MUE DATE JOB NUMBER DRAIIING NUMBER 01/20/05 04-585TP FS - 2 GF 3 UNITED: FIRE Tampa ° Wanda ° Ft. Laudon Tda0e ° adeda Iafla) an"2-15)44 f�LOG30Dla 1011IDPERS RISPEr 111 il-R»n/RDD RAVEPROTE ylowl> 0POGR3C1-A 90068800012000 01778 EF0001185 LA 205328 C� co J In -11 cn Z I-' ❑ Q n 1 LJ.. J n a- Z Q ry ry Q O_ h (I(n , tri r___:cDDl 10- /Tl� wl 180' 180' SIDE WALL SIDE WALL CLEAN AGENT NOZZLE PORT CONFIGURATION EL: 9'-4" ly EL: O'-8" EL: 0'-O" EL: 9'-4" EL: 0'-8" EL: 0'-0" N.T.S. 11 TONEXT :.............................__.._......._, . .................. DEVICE OR (-) EOL+,;...................................................../... =� ( FROM: FACP, MODULE OR PREVIOUS FACTORY INSTALLED JUMPERS DEVICE HORN/STROBE COMBO WIRING DIAGRAM N.T.S. TO NEXT , STROBE OR EOL FROM (-) CONTROL PANEL c+) ICI FROM: -) FACP, MODULE - (+� OR PREVIOUS DEVICE INDEPENDENT STROBE WIRING DIAGRAM N.T.S. CONNECTOR () TO NEXT BELL OR END OF LINE N RESISTOR BELL WIRING DIAGRAM N.T.S. 9'-4" PROTECTED SPACE 0 �z PROTECTED SPACE 9'-4" III PROTECTED SPACE a PROTECTED SPACE AREA B AREA A O 122 D,-8„ PROTECTED SPACE AREA G CROSS SECTION DETAILS N.T.S. WALL STUD /— DRYWALL 1/4" X 3" BOLT MINIMUM TOGGLE BOLT WI UNISTRUT CHANNEL CROSS-SECTION 4" FENDER CLEAN AGENT STRAP MOUNTING DETAIL FOR DRYWALL Lv JUNCTION BOX 4" OCTAGONAL BOX OR PULL BOX i FLEXIBLE CONDUIT / HEAD —� FALSE CEILING CADDIE BAR BASE PART NO. 512 T-BAR FALSE CEILING DETECTOR MOUNTING DETAIL N.T.S. — NORMALLY OPEN CONTACTS 28 7/8" APPROX. FLOOR NORMALLY OPEN — CONTACTS WIRING DIAGRAM N.T.S. CONCRETE OR 1/4" X 1 1/4" MASONRY BLOCK WALL TAPCON MINIMUM UNISTRUT ° CHANNEL CROSS-SECTION e- ® TAPCON HEAD 4 d P e - e WASHER 44 _ A- 1/4" X 1 1/4" FENDER c .e e 4'- n - CLEAN AGENT STRAP MOUNTING DETAIL STEEL I CHANNEL SUBFLOOR DETECTOR MOUNTING INSTALLATION NOTE: THE INFORMATION SHOWN ON THIS DRAWING IS FOR REFERENCE PURPOSES ONLY. ITS INTENT IS TO PROVIDE THE SYSTEM INSTA'-LER WITH THE NECESSARY INFORMATION AS HOW TO WIRE FIELD DEVICES. ACTUAL CONDUIT ROUTING, CIRCUIT DIVISION, AND FIELD DEVICE LOCATIONS SHALL BE DETERMINED BY THE SYSTEM INSTALLER IN THE FIELD. >" VICTAULIC COUPLING MOUNTING SURFACE 70-1310, MOUNTING STRAP SHOWN THUS. P1000 CHANNEL UNISTRUT SHOWN THUS. DISCHARGE PIPE CLAMP PIPE rLOW—PROFILE + I UNISTRUT c - o a a SLAB ' SUBFLOOR-MOUNTED SUPPORT TOP VIEW F A SECTION A -A 4" DIA. (OR SMALLER) STEEL PIPE, COPPER PIPE, EMT OR CONDUIT 1/2' BEAD MIN. 1/2" DEPTH HILTI HILTI FS 601 FS FIRESTOP SEALANT T i a LA MIN. 4-1/2" THICK CONCRETE FLOOR/WALL OR ANY U.L. CLASSIFIED CONCRETE BLOCK WALL TW111711,-�, - �— MIN. 3" THICK MINERAL WOOL NOTES: (MIN. 4 PCF) TIGHTLY PACKED 1. MAXIMUM DIAMETER OF OPENING = 6". 2. ANNULAR SPACE = MIN. 0' (POINT CONTACT), MAX. 2". 3. WALLS REQUIRED 1/2" OF SEALANT FLUSH WITH BOTH SIDES. F RATING = 2-HR. T RATING = 0-HR. INSTALLATION INSTRUCTIONS FOR UL NO. CAJJ1 1 A STEP 1 - PREPARATION; ALL SURFACES MUST BE CLEAN, SOUND, DRY AND FROST -FREE PRIOR TO APPUCATION OF MATERIALS. STEP 2 - BACKING MATERIAL: PACK MINERAL WOOL TIGHTLY AROUND THE PENETRATION ITEM TO THE DEPTH SHOWN IN THE DRAWINGS, AND RECESS IT BELOW THE TOP SURFACE OF THE FLOOR (OR BOTH SURFACES OF A WALL) TO ALLOW PROPER SPACE FOR THE FIRESTOP MATERIAL. STEP 3 - FIRESTOP SEALANT: APPLY THE FIRESTOP SEALANT OVER THE BACKING MATERIAL TO THE DEPTH SHOWN. IF -THE PIPE IS OFFSET TO ONE SIDE, APPLY A 1/2" BEAD OF FIRESTOP SEALANT AROUND ITS CIRCUMFERENCE WHERE IT CONTACTS THE WALL OR FLOOR. WALL PENETRATIONS REQUIRE FIRESTOP SEALANT ON BOTH SIDES. LEAVE COMPLETED SEAL UNDISTURBED FOR 48 HOURS. METAL PIPE THROUGH CONCRETE FLOOR/WALL N.T.S. ALLTH R EAD TO BUILDING STRUCTURE PIPE CLAMP UNISTRUT DISCHARGE PIPE NUT WASHER (TYP.) (TYP.) TRAPEZE -STYLE PIPE SUPPORT DETAIL N.T.S. UNISTRUT PIPE CLAMP DISCHARGE PIPE BUILDING STRUCTURE WALL -MOUNTED PIPE SUPPORT DETAIL N.T.S. FRONT VIEW SECTION A -A rA o� 3 t (D 2 4 A 1. GYPSUM WALL ASSEMBLY (U.L. CLASSIFIED U300 OR U400 SERIES) 1-HR OR 2-HR FIRE -RATING) (2-HR SHOWN). 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: A. MAXIMUM 30" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER). B. MAXIMUM 30" NOMINAL DIAMETER CAST IRON PIPE. C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. D. MAXIMUM 6' NOMINAL DIAMETER STEEL CONDUIT. E. MAXIMUM 4" NOMINAL DIAMETER EMT. 3. HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT: A. MINIMUM 5/8" DEPTH, FOR A 1-HR FIRE -RATING. B. MINIMUM 1-1/4" DEPTH, FOR A 2-HR FIRE -RATING. 4. MINIMUM 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT. NOTES: 1. MAXIMUM DIAMETER OF OPENING: A. 32-1/4" FOR STEEL STUD WALLS. B. 14-1/2" FOR WOOD STUD WALLS. 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 2-1/4". F RATING = 1-HR OR 2-HR. T RATING = 0-HR. L RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT. L RATING AT 400'F = LESS THAN 4 CFM/SQ. FT. INSTALLATION INSTRUCTIONS FOR UL NO. WL1054 STEP 1 - PREPARATION: ALL SURFACES MUST BE CLEAN, SOUND, DRY AND FROST FREE PRIOR TO APPLICATION OF FIRESTOPPING MATERIALS. STEP 2 - FIRESTOP SEALANT: APPLY THE REQUIRED DEPTH OF FIRESTOP SEALANT WITHIN THE ANNULUS ON BOTH SIDES OF WALL. TOOL WITH A PUTTY KNIFE UNTIL FLUSH WITH BOTH SURFACES. LEAVE COMPLETED SEAL UNDISTURBED FOR 48 HOURS. METAL PIPE THROUGH 1 -HR. OR 2-HR. GYPSUM WALL ASSEMBLY N.T.S. ......................IFLLU�3�U/r� s�arJ�u��nu�r t✓u6rJYrr,YUUIs(�UlUU1l ?.LX4UE DATE !GB NUHBRR DRAAING NUMBER 688001277 01/20/05 04-585TP PS — 3 OF 3 900EF000a86000 LA P05328 Z,4