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HomeMy WebLinkAbout1295 - 1511 W. Airport Blvd 06-88, 06-1902 Remodelia9s.�s�� ��za�r,� GENERAL PROJECT NOTES A) THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY 9UBGONTRAGT0R5. B)' THE CONTRACTOR SHALL REPORT ANY APPARENT CONFLICTS, INCONSISTENCIES, OR ERROR5 THAT HE MAY D15GOVER TO THE ARCHITECT IMMEDIATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GORREGTING ANY KNOWN GONFLIGT, INCONSISTENCY OR ERROR WHIGH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY UPON DISCOVERY. ASSESSMENT OF APPARENT PROBLEM5 AND THE MEANS BY WHICH THEY CAN BE GORREGTED SHALL BE COORDINATED, REVIEWED AND APPROVED BY THE ARCHITECT BEFORE ANY GORREGTIVE ACTION TAKES PLACE. G) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, HEATHER 5HOHN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN GONJUNGTION WITH -THE EXECUTION OF UTILITIES WORK... ALL UNUSED UTILITIES 51•IALL BE TERMINATED AND GAPPED IN ACCORDANCE WITH LOCAL RESTRICTIONS. D) APPROVED PLANS SHALL BE KEPT IN BOX AND SHALL NOT BE USED BY WORKMEN. ALL GON`aIRUGTION 5ET5 SHALL REFLECT THE SAME INFORMATION AND THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS HITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PROJECT AT ALL TIMES ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. E) THE CONTRACTOR SHALL. TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. F) THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLAGE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN (1) YEAR AFTER COMPLETION AND ACCEPTANCE OF THE UNDER HIS CONTRACT. G) ALL WORK AND MATERIALS SHALL COMPLY WITH THE REGIUIREMENT5 OF ALL FEDERAL, STATE, LOCAL, OSHA CODES AND REGULATIONS AND LOCAL RESTRICTIONS, INCLUDING THE NFPA 101 LIFE SAFETY CODE AND THE FLORIDA ACGE551BILITY CODE. H) THE CONTRACTOR SHALL OBTAIN AND BEAR THE COSTS FOR ANY AND ALL PERMITS, INSPECTIONS, TESTS AND GE-RT`IFIGATIONS THAT ARE REQUIRED. 1) THE CONTRACTOR SHALL PERFORM SUCH DEMOLITION AND CONSTRUCTION AS REQUIRED, 4 PATGFI/REPAIR IN A FIRST GLASS MANNER. WHERE NEW CONSTRUCTION ADJOINS EXISTING, FINISHED SURFACES SHALL BE PATCHED AND REPAIRED TO MATGH EX15TING IN A FIRST GLA55 MANNER. ALL DEBRI5 SHALL BE REMOVED FROM THi-- PREMISES BY A RESPONSIBLE SUBCONTRACTOR AND ALL AREAS SHALL BE LEFT IN GLEAN CONDITION AT ALL TIMES. ALL UNSALVAGEABLE MATERIALS REMOVED BY THE DEMOLITION ARE TO BE 0151705E0 OF BY THE CONTRACTOR OFF THE PROJECT 51TE IN ACCORDANCE WITH LOCAL RE5TRIGTION5, UNLESS INSTRUCTED OTHERHI5E BY THE LANDLORD. J) AN AUTOMATIC FIRE SPRINKLER 5Y5TEM CURRENTLY EXISTS FOR THI5 SPACE. SPRINKLER HEADS ARE TO BE RELOCATED AND/OR ;-ADDED AS REQUIRED FOR THE NEW SPACE GONFIGURATION. CONTRACTOR SHALL VERIFY AND CONFIRM THAT THE EXISTING et"RINKLER SYSTEM MEET5 AND MAINTAINS GONFORMANGE TO APPLICABLE NFPA AND LOCAL CODE REQUIREMENTS. GERTIFIED FIRE SPRINKLER CONTRACTOR SHALL SUBMIT SHOP DRAHIN65 AND SECURE ALL APPROVAL5 AS REQUIRED. K) THE G.G. SHALL CONFIRM THAT NEW FIRE EXTINGUISHERS MEET NFPA 10 CODE REQUIREMENTS AND ARE FULLY GHARGED. TRAVEL 015TANGE TO ANY EXTIN6-'UI5HLR. SHALL NOT EXCEED -15 FEET., L) MINIMUM INTERIOR FIN15H CLASSIFICATION "C" FOR ALL AREAS: FLAME SPREAD i6-200, SMOKE DEVELOPED 0-450. M) ALL DOOR HARDHARE TO MEET STATE OF FLORIDA 4 ADA GOOE REQUIREMENT5. COORDINATE LOCATIONS OF LOCKING HARDWARE AND KEYING REQUIREMENT5 HITH THE LANDLORD. N) ALL PLAN DIMEN51ON5 ARE TAKEN. FROM THE FACE OF EXISTING FIN15HED HALL AND PARTITIONS TO THE FACE OF STUDS OR GMU FOR NEH HALLS AND PARTITIONS UNLE55 NOTED OTHERHI5E. DIMEN51ON5 WHICH INCLUDE THE "CLEAR" DESIGNATION INDICATE MINIMUM GLEARANGE5 REQUIRED 13ETNEEN SURFACES / FIN15HE5. THE ARCHITEGT 5HOULD BE NOTIFIED IMMEDIATELY IF ANY OF THESE DIMEN5lON5 ARE FOUND TO BE DIFFERENT FROM TH05E INDICATED. Design No. U465 11t: ;Z_7111: L Floor and Ceiiirg Runners — (nut shown) — Channel shaped runners, 3-5/9 in. wide (min), I-1/4 in. lugs, formed from min No. 25 MSG galy steel, attached to floor and ceiliug with fastunurs spaced 24 in. OC max. 2. Steel Studs --- Channel shaped, 3-5/8 in. wide (ntia), 1-1/4 in. lugs, 3/8 in. folded back returns, formed from ruin No. 25 MSG galv steel spaced 24 in. OC max. 3. Batts and Blankets' — (Optional) — Mineral wool or glass fiber baits partially or completely filling stud cavity. See Batts and Blaakots (BZJZ) category for names of Classified companies. 3A. Fiber, Sprayed" — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose insulation material. The fiber is appl ied d with water to completely fill •n • 't a the enclosed cavil i r ccordance with the application instructions u li PP s ed with the P YY P i PPP product. Nominnl drydensity b r of 3.0 I /ft . Y U 5 GREENFIBbR L L C — Cocoon stabilized wllulou insulation . 3B.Fiber, kib r Sprayed* — As an alluntulu to Dolls will Blankets (Hour 3) and Bear 7A - Spray applied cellulose insulation material. The, fiber is applied liill 1 Ped with water to interior surfaces in accordance with the application wshuctivns supplied with the product. Applied to completely fill tire cuelosed cavity. Ivimimunt dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cvllulusv Insulation 4. Gypsum Board- — 5M in. thick,,I ft wide, attached to steel studs and floor mid ceiling track with 1 in. long,'rypo S steel ccw 5 a spaced 8 m. O '. along •d u m (, lu edges of bo rd Id 12 in. OC in the field f die by 'r a p t v ard.lm its oriented vertically and staggered u L 8v Y Opposite sides of the assembly. Whelk attached to item 6 ([usilivut channels) or 6A (furling channels), Wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. AMERICAN GYPSUM CO — Types AG-C, AGX-1, AGX-7, 13EDING NEW BUILDING MATERIALS CO LTD — Type DBX-1. BPB AMERICA INC — Types 1, EGRG, PioROc Type X, ProRoc Type C. BPB CANADA INC — PrORoc Type C, Pro Roc Type X or Prolkoc Type Abuse -Resistant, CANADIAN GYPSUM COMPANY — Types AR, C, IP-AR, iP-XI, IF-X2, IPC-AR, SCX„SHX, WRC or WRX. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP -- Types 5, 9, C, DAP, DD, DA, DUG, DS, GPFS6. LAFARGE NORTII AMERICA INC — Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-GA. NATIONAL G YPSUM CO — Typos FSK, FSK-C, FSK-G, FSW-C, NSW-G, FSW, FSW=3 , FSW-5. P AB CO GYPSUM, D1V OF PACIFIC COAST BUILDING PRODUCTS INC -- Type PG-C or PG-9 . PANEL REY S A — Typo PRX, SLAM GYPSUM INDUSTRY (SARABURI) CO LTD — Typo EX-1 STANDARD GYPSUM L L C — Type SG-C. T13MPLE-INLAND FOREST PROAUCTS CORP — Type TG-C. UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP-AR, IP-X 1, iP-X2, 1PC-AR, SCX, SHX, WRC or WRX. USG MEXICO S A BE C V — Typv AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRC ur WRX, 4A.1YPsum Bo ard* - (As alternate to Here, 4) - Near 5/8 in. thick gypsum panels with bav Ied, square or tapered edges, applied vertically or horizontally. Verticalloints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal buttjoinls on opposite sides of studs need not be staggered or backed. Panels attached to steel studs and floor runner with I in. long Type S steel screws spaced 8 in- OC when applied horizontally, or 8 in. OC along vertical r cal and bottom edges and 12 in. OC in die Geld when panels ate applied vertically. CANADIAN GYPSUM COMPANY -- Types AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SIIX, WRC or WRX. UNITED STATES GYPSUM CO — T ype AR, C, FRX-G;1P-Alb, 1PXl, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. SGM U' ' MEXICO S A E L V— Type AR C IP-AR IP- I I- 2 U X P X fl'C-AR SCX SHX WRC or R. YP c WRX. 4D. Gypsum Board" — (As an alternate to Items 4 or 4A) — Now. 3/4 in. thick, 4 ft wide, installed as described in Item 4A With screw length iaercased to 1-1/4 in. CANADIA N GYPSUM COMPANY —Types AR [1'-AR. UNITED STATEb ' GYPSUM P' UM CO—'1' vs AK 1P- YP AR USG MEXICO S A DE C V —'types AR, IP-AR. 5. Joint Tape and Compound --- Vinyl, dry or premixed joint compound, applied in two coals to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As au altetate, nominal 3/32 in. thick gypsum veneer Plaster ma applied P Y be pp led to the unlire surface of Classified veneer baseboard. Joints reinforced. 6.R Re silient Channel — (Optional -Nut Shown) — 25 MSG galv steel resilient channels spaced verticals mac 24 in. OC flange P Y g portion attached to each intersecting stud with 1/2 in. long typo S-12 panhead steel screws. 6A. Steel Framing Members (Not Shown)" — As an alternate to [turn 3, furring channels and resilient sound isolation clip as described below: a. F,irriu Channels — F n ens ur lad of Nu. 25� MSG ale tool -3 8' 1 C G steel, 2 ! in. wide 7/8 i I. doe s a•ed 24'u 8 Y P. P t r.UC perpendicular to studs. Channels seemed to studs as described in from It. Ends of adjoiuing channels are overlapped G in. and tied together with double strand of No. I SW G galy steel wito vicar each cad of overlap. As all altemato, ends of ad'oiuia ul t twt eels may be Overtopped 6 in. :urd secured to •other with w = n G two .,eft i in !16 framing screws, turn. 7/16 in. Y PP L PP 8 E , un 1 at the midpoint t of the overlap, will u screw - c � n L with .,c[e v vu each lla a of the channel. P P, g b. Steel Framing Members`— Used to attach furling channels (Item a)to studs (Item 1)'. Clips spaced 48 in. OC., and socutad to studs with 1-5J8 in. wafer or hcx head Typo S steel screw through the center grummet. Furring channels are friction filled into clips. PAC INTERNATIONAL INC —Typv RSIC-1. 0) THE GONTRAGTOR SHALL GLEAN THE ENTIRE JOB 51TE UPON COMPLETION OF CONSTRUCTION. THIS INCLUDES THE CLEANING OF WINDOWS, JAM135,. SEALING/WAXING OF VGT FLOORS, VACUUMING AND STEAM GLEANING OF CARPETED AREAS, AND 5WEEPING AND WA5HIN(5 OF EXTERIOR AREAS. GAREFULLY•REMOVING THOROUGHLY ALL TAPE, LABELS, AND OTHER CONSTRUCTION DIRT AND DEBRIS. P) GEILING SYSTEM 15 EXISTING 4 WILL REMAIN UNCHANGED U.N.O. EXISTING LIGHT FIXTURE5 TO BE RECONFIGURED AS INDICATED ON PLAN AND ANY NOi`! FUNGTIONING BALLASTS REPLAGED. CONTRACTOR TO REPLACE ANY STAINED OR DAMAGED GEILING TILES, GEILING SPLINE, AND LIGHT FIXTURE LEN5E5 AS REQUIRED, Q) GYPSUM WALL BOARD SHALL BE INSTALLED WITH ALL GORNER BEAD5, TRIM, AGGE55ORIE5, MOLDIN05, ETC., AS REQUIRED FOR COMPLETION, TAPED AND SANDED READY FOR PAINT BY DRYWALL GONTRAGTOR. ALL HORK WILL BE PERFORMED IN ACCORDANCE WITH U.S. GYP5UM STANDARDS. R) SILICONE CAULK. SHALL BE USED AT THE FOLLOWING LOCATIONS: INCLUDING BUT NOT LIMITED TO -METAL DOOR FRAME AND WALL CONNECTION. -GONDUIT AND PIPE PENETRATIONS AT WALLS AND CEILING. -JUNCTION OF MILLWORK (CABINET, 5HELVE5) AND ADJAGEN. 5) ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TRETED. 'T) 0IMENSION5 TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS. U) DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. V) ALL WORK SHALL BE PERFORMED TO THE HIGHEST INDUSTRY STANDARDS FOR QUALITY WORK,MAN511IP. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE P41TH THE MANUFACTURES IN5TRUGTION5 AND RECOMMENDATIONS. MATERIALS AND METHODS SHALL CONFORM TO APPROPRIATE NATIONAL TRADE PUBLICATIONS. System No. W-L-1001 September 07, 2004 (Formerly System No. 147) F Ratings — 1, 2, 3 and 4 Ur (See Items 2 and 3) T Ratings — 0, 1, 2, 3, and 4 1Ir (See Item 3) L Rating At Ambient— less than 1 CFAi/sq ft L Rating At 400 F — less thaa 1 CFAI/sq ft r'A"'� r}F' - 1A - I, LAt o SECTIO14 A -A 1. W 411 Assembly — The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Di and to a rector a d shall Include the following construction Y 8 Features: A. Studs — Wallf[amm ma consist , t er vend studs max _ h fire rated assemblies), r !channel 8. Y ( b es o steel u o studs, Wood studs .0 consist o n 2 u o st f now b 4 1. lumbers aced !6 in. OC with z u nom _ b 4 in. lumber fates Y P P Y and cross braces. Sleet studs to be min 3-5A in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. 11. Gypsum Board, — Nom 1/2 or 5/8 in. thick, 4 ft. vride with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series'Desigu in the UL Firc Resistance Directory. Max diam of opening is 26 in. 2. Thr u h-Y u r — n 1 o e et ant One metallic pipe, conduit or bin ' tubing installed either eoncentricall or cc 'all within We g e enuhc PP. g Y Y firestopsystem. The annular space between t v conduit or lubiu and periphery o 'u'n 0 in i Ye f o o l shall be min of (point PP, 8 P P Y P K 1 (P contact) to max 2 in. Pipe, conduit or tubing to be rigidly suppurted oil both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe --- Now. 24 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 24 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C. Conduit— Novi 6 in. diam (or smaller) steel conduit or nom 4 is diam (or smaller) steel electrical metallic tubing D. Copper Tubing — Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe— Now 6 in. diam (or smaller) Regular (or heavier) copper pipe. F. Through Pelson acing Product* — Flexible NNW piping The following types of steel flexible metal gas RP 8maY i in be used: 1. Nom 2 in. diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both bo sides of floor or wall assembly. Y OMEGA FLEX INC 2. Nom 1 in. diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. TITEFLEX CORP A BUNDY CO 3. Nom f in, diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG INC 3. Fill, 9_ o v d Vold or Cavil Material, — I — a Caulk or Sealant Aii❑ 5/8. 1- !4 !-7/8 l and _ 1/- in. thickness ofcaulk for 1 _ 3 Y o and 4 hr rated assemblies, b s, respectively, applied within annulus, flush with both surfaces of wall. Alin 1/4 in. diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. The hourly F Rating of the fir sto system i e s dependent upon the hourly fire ratio o • t the wall assembly in which it isinstalled, w i P Y P as shown it the P Y 8 Y following table. The hourly T Rating of the firestop system is dependent upon the type or size of tho pipe or conduit and the hourly fire t r ng.of the wall assurn�ly in whicfi it is installed ys Wbulatcd below: . Max Pipe - F r i or Conduit, Rating t Rating em a i DiI Hr ter I 1 1 f r o t— a I o _t o ,1or2? r 3 or 4 3-llr 4-: I 4 I 1 or 0' _._._.—...__._..._-1---- 6_..__.._ 3 or 4 i _0 12 .__..._.... _ ( 1 or2� ..__. 0 i 1 Wheuc copper pipe used, " o is st I Rain is 0 h. PP P P 8 331 COMPANY— CP 25WB F orFB-3000 WT. 'Bearing the UL Classification Mark �e► 4'�y TENANT LOCATION PLAN rlorzTH 12g5 AIRPORT BLVD. System No. W-L-1006 (Formerly System No. 187) F Rating —2 Bi I' Rating — 0 Hr SECTION B—B 1. Wall Assembly —The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A- Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel stLds to be min 2-1/2 in- wide and spaced max 24 in. OC. B. Gypsum Board* —'Two layers of nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max di a1u of opening is 2 in. � Pe g 2. Through Penetrants — One metallic pipe, conduit or tubing to be centered within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipe, conduit or tubing may be used: A. Steel Pipe — Nom 1 in. diam (or smaller) Schedule 5 (or heavier) steel pipe. A none annular s-palr of 5/16 in. is required withht the firestop system. � B. Conduit —Nom 1 in. diam (or smaller) steel electrical metallic tubing or rigid steel conduit. A ni)m annular space of 5/16 in. is required within One firestop system. C. Co er- 'i pp I ubug--- Nam 1 in. diam (or smaller) Type L (or heavier) copper tubing. A nom armul<{r space of 5/I G in. is required within the firestop system. ,. D. '0 — N Copper Pipe Nom 1 is diam or smaller)R ular e or heavier copper A e pipe. noun annular s j see of 5/ i ' PPe P ( l6 n. Is g ( ) PP P P I required within the firestop system. 3. F'resty stem — The firestop system shall consist of the following: A. bill Cavity Void or C hlatenal{ —Putt —Min 1-1/2 in_ thi • c,lcness of fill material applied led withus the annulus, r Y In oil PP , both surfaces of wall. Additional fill material to be installed such that a min 1/8 in crown is formed :wound the penetratingi tam. EGS NELSON FIRESTOP —Types FSP Yu Yand FSP Firestop Putty Pads. s Rearmg ion M• the UL Classification - c ark PROJECT DATA SCOPE OF WORK THE LANDLORD 15 PROP051NO TO CONSTRUCT THI5 SPACE FOR LEASING TO A FUTURE TENANT. CONSTRUCTION INGLUDES TENANT 5EPARATP.J14 WALLS, AN OFFICE SPACE AND AN AGGE55IBLE TOILET ROOM. CODEJURISDICTION BUILDING GORE: 2004 FLORIDA BUILDING CODE MECHANICAL CODE: 2004 FLORIDA MECHANICAL CODE PLUMBING CODE: 2004 FLORIDA PLU"i5IN6 CODE ELECTRICAL CODE: 2002 NATIONAL ELECTRIC CODE FIRE GODE: 2004 FLORIDA FIRE PREVENTION CODE AGCESSIBILITY CODE: 2004 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION GENE ®Lr C;=ODE DATA TYPE OF CONSTRUCTION: TYPE II B CLASSIFICATION OF WORK: ALTERATION LEVEL - 2 FIRE SPRINKLER: YES OGGUPANGY GLA55117IC:ATION: GROUP 5 - STORAGE 0- R055 AREA , TENAN F SPACE: 2,000 S.F. NUMBER OF STORIES: I EGRESS REQUIREMENTS OCCUPANT LOAD: 6 NO. EXITS REQUIRED: 2 NO. EXITS PROVIDED: 2 MAX. ALLOWABLE TRAVEL DISTANCE TO NEAREST EXIT: 250'-0" LEGAL, DESCRIPTION SEC 02 THP 205 RGE 30E W 1/2 OF W 1/2 LYING NELY 0, ir<: 411 4 SWLY OF AIRPOR:r BLVD 4 5 OF OLD LAKE MARY RD (LESS G5X RR P/N IN NH 1/4 51^I OF AIRPORT BLVD 4 LE55 THAT PART OF LOT 45 LYING SWLY GAF AIRPORT BLVD AVONDALE PB 3 PG q4) System No. W-1 -2088 F Ratings— I and21lr (Seeltem 1) T Ratings — 0, 1 and 2 Ur (Ste Item 2) (-'A B R »A SEG ION `T A -A 1. Wall A 1 —'rh a sxwb e l or 2 fir Ilry rated i u u bva[rUstud wall ^^ i t a Y a.,,enr b Ain bo constrncl , 8YI's ed of li e matey a1s and in t e Y i d e mum r cifi it ed I the individual U300 400 U or V400 Series 5V 1 al and Partition Designs in thei UL Fire Resistance Directory recto and shall ilclud e the fiiollow 8 construction reaWtr: A. Studs — Wall frandug only consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in (51 by 102 mm) lumber spaced 16 in. (406 nun) OC. Steal studs to be min 3-1/2 in. (89 nun) wide told spaced mar 24 in. (610 unit) OC. B. Gypsum Board, a un n tier of 1 ers and f ^ e �< ' Y a,l Hers as a uucdul the individual P . tYP . Walt mld Partition •^i •rYartt ton lh., il. Diann of hl 1rt 8 ope 8 shalt be 718 in. 22 nrnl larger � ar e than die outside Tarn d ofnotuneiallic pipe - n ' ( ) 8 w duct Bent _ . P P'- ( ) The hourly F Rating of the firestop systtnt is tilual to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants — One nonmetallic pipe or conduit to W installed either concentrically or eccentrically within the fresWp system. Tile annular space for mac 1-1/4 in. (32 ml) diam pipe or conduit shall be min 0 in. (0 mm, point contact) to mar 718 in (22 nuu).'lhe annular space for pipe or conduit larger than nom 1-1/4 in. (32 unit) diam shall be mar 1/2 in. (13 rum) to max I in. (25 mm) Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe — Nom 2 in. (51 nun) diam (or smaller) Schedule 40 solid core or cellular cote PVC pipe for use in closed rucess u ( Or 1 or drain waste or veld piping stem. P PPY) ( 6 )PPmBsY B. Polyvinyl Chloride (PVC) Pipe —Nora 3 in. (76 mm) diam (or smaller) Schedule 40 solid com PVC pipe for use in closed or sir (process piping system. P PP�) C Chlorinated PolyvinylChloride i C o rid e (CPVC) Pipe— 3 is (76 nun) diam (or smaller) SUKl1 CPVC pipe for use in Closed (process or supply) piping systems. D. Righ t Nonmetallic Conduit i-t—Nom3it (76 rum) diam (or smaller) Scllcdule 40 PVC conduit installed in acwrdarlw with the National Elechical Code (NFPA No 70). E. Electrical Nvnatctodie Tubing (ENT')++ —Now 1 in. (25 nun) dime (or smaller) ENT formed ofPVC, installed in accordance with the National Electrical Code (NFPA No. 70). See Rigid Nonmetallic Conduit (DZKT) and Electrical Nonmetallic Tubing (FKHU) categories in the UL Electrical Construction Equipment Dirc;tvly for narn� of manufacturers. F. Acrylonitrile Butadiene Styrene (ADS) Pipe— Nom. 2 it. (51 nut) diam (or smaller) Schedule 40 solid core or cellular core ABS pipe for use in closed (ptocess or supply) or vented (drain, waste or vent) piping systems. The hourly r y T Rating u dependent on the hourly rating of the wall assembly, the pipe or conduit sae Had whether the pipe is ;mended for use as a closed or vented system, as shown in the following table Near Pic i Wall P Cloud c or I. Rahn Y t) g f 1 Dian la I Rating !ir Vented (v) I Ur I 1/2 to 3 13 to 76 I 11 ( ) 1 e I W to 1-1/4 (13 to 32) 1 v I I 1/2 to 1-1/4 13 to 32 ( 2 c 2' f 3 1/2to1-1/4(13to32) i 2 v l I : i I L 5 1 ( ) l v 01 (51) j 2 v of 3. U Void or Cavil ivlalerr * —Caulk, Caulk Seulan -rPutty— Mh i t vr dl duress of 5/8 it. 16 nit -- Yun andll-1/4 in 32 r n-,- ( ) ( m) of caulk or putty for 1 and 2 hrrated wall assemblies, respectively, applied wit him annulusbetween pipe orwnduit and periphery of the opening, flush with both surfaces of wall assembly. At the point contact location between pipe er conduit and gypsum board, a min 1/2 in. (13 imu) diam bead of caulk or putty shall be applied at the pipe or conduit/ board interface oil Will surfaces of wall assembly. 3M COMPANY — CP 25WB+, MP+S6x, 1C 15WB+caulk or FB-MOO WT sealant (Note: CP 25WB+ not suitable fur use with CPVC pipes.) ++Bearing the UL Listing Mark. Bearing the UL Classification Mark Systew No. VV-1 -.1017 (Formerly System No. 328) F Raiiags— 1 and 211r. (See Item 3) T Rating-0 fir L Rating At Ambient— less than 1 CFINI/sq ft L Rating At 400 F— less than I CFD1/sq ft anf SECTION A -A 46 — 51 TE _AIRPORT BLVD ---T— 41-7 GREENWAY n 0.1 - II N;:TH LAKE MARY BLVD. SITE LOCATION PLAN INDEX TO DRAWINGS AR(',HITEGTURAL AI.I TITLE SHEET cA) CC167), j '=^-6 A2.1 FLOOR PLAN, FINISH 15GIAE17UI„_E l$ SEGTi G'11,115 ` -Ears•, _ ay. L Wall Assembly —The 1 or 2 fir foe llr.:tt. „ypsmn wallboard/stud wall assembly shall be constructed of the materials and hl the man ner described in tit, •i ' ndtvidual U30 0 or U400 Serie s s Wall or Partition Designs ' m the UL Fire Resistance Directory and shall iucl Ile. fi'llowing construction features: A. Stud — W P •. vn r : s all gaming may consist Lf w..,.... !el studs or steel channel studs. Wood studs to consist of Hour 2 by 4 in. lumber spaced 16 in. OC wits Hum 2 b 4 in. lumber end plates and cross braces ' Y p .Steel studs to be mot 3-5/8 in. wide by 1-3/8 fit. deep cha)in„1• :,aced max 24 in. OC. B. Gypsum Board* — Nom 518 in. thick, ,{fit. wide with square or tapered edges. The gypsum wallboard type, mmllber of layers and sheet orientation sl!all be as specified in the individual Wall and Partition Design. Diann of circular through opening cut through gyps -an! wall',�oaiif on each side of wall assembly to be min 0 in. (point G011ta • conduit contact) to max 1 1 u. larger than � ' ( �' outstd lldnl ut Le. 1 ) 4 •ub c. metal t.vn.rurt g (stem 2) installed in through openlno. Side edge of circular opening to be min 3 in. FJv1n nearest stud in wall :avit . Y C. Fasteners — When wo od stun Tait ing is c 1 lU SX. gYPSUl wal lboard attach ed to studs with Cement ent coated nails as specified in the individual Wall or` Urtilion Design. When steel channel stud framing is employed, gypsum wallboard attached to studs wills'('' pc S self -drilling, self -tapping bugle -head steel screws its specified i it albeit ' •'n individual Wall r ' o Partition Dtslars. 2. Through Penetrating Product'- : iexiule Metal Conduit— Nom 4 in. diam (or smaller) aluminum or steel Flexible Metal Conduit+. Max one r.xibir _fetal conduit to be installed near center of circular opening P g 'n f f sum � • va!lbvard. Flexible 1. e cxlbl 1 .al con•. ^it to ii •i gypsum � bt. dl sup ported on both sides s es of wall assembly. b Y b . PPo Y AFC CABLE SYSTEMS INC 3. Fill , Vold r '• — o Cavity Materia l* Ian Caulk —Caulk till material forced into annular space around entire circumference1 of through ne gh pe tratmg product .o t : mpletely fill opening in gypsum wallboard layers on each side of the wall assembly. A min 5/8 in. thicknes of caulk is required for the 1 hr F Rating. A miu 1-1/4 in. thiC kue' SS Of caulk 1S required 2 t ued for the hr F ;(a in g. 3M COiIPANY— CP 25WB+ *Bearing the UL Classification ivfark ` - REVIEWS Byl (0 AR Sanford Err, Y U FUe t 15 7 1� 9 / ` r V V V _ ESIGN THREE ASSOCIATES 815 trJ F'6 ) DENT A AVE. SUITE_ " 1050 ALTAMONTE SPRINGS FL, 32701 PROJECT: NO:06024 t S'O IN f CrENT R B �• �� D 1295 AIRPORT BLVD. SANF'ORD, FLORIDA 52771 ISSUE: DATA: FOR CONS TRUCTION- Q COPYRIGHT Q 2006 -• DESIGN DIREE ASSOCIATES RESEWE5 AL Rlc'rlr� FOR WHICH THESE DOCUMENTS WERE ORIGINALI.Y CREATED, EVOLVFO Arto DEVELOPED. REPRODUCTIONS, CHANCES OR ASSIGNMENIS ARE PROHIry1EL` WNHOW WRITTEN PERMIS` ION FROM DESIGN FREE ASSOCIAIEs. TOILET ROOM KE1' NOTES © AGGE551BLE LAVATORY. (AMERICAN STANDARD OR EQUAL). Q 48" x 56" CLEAR FLOOR SPACE ® WATER CLOSET. 13 ACCESSIBLE DRINKING FOUNTAIN, 36" A.F.F MAX. TO TOP OF SPOUT. PROVIDE A FLAT BOTTOM CUP �2 36" LONG X 1-1/2" DIA. GRAB BAR. BOBRIGK 6106 x 36 OR EQUAL. ® 30" x 48" CLEAR FLOOR SPACE 0 LAVATORY. DISPENSER FOR TH05E PERSONS HAVING DIFFICULTY SENDING OR STOOPING. �3 42" LONG X 1-1/2" DIA. GRAB BAR. BOBRIGK 6106 x 42 OR EQUAL. ® "T-TURN" CLEAR FLOOR 5PAGE FOR NHEELGHAIR TURN AROUND. 14 FLAT BOTTOM GUP DISPENSER. Q ACCESSIBLE FLOOR MOUNTED WATER CLOSET. (AMERICAN STANDARD 10 IS" x 30" POLISHED PLATE GLASS MIRROR H1TH 5.5. FRAME. 15 48" x 30" CLEAR FLOOR SPACE 0 AGGE551BLE OR EQUAL). BOBRICK B-2g0 1830 OR EQUAL. DRINKING FOUNTAIN. O PAPER TOWEL DISPENSER, BOBRIGK MODEL 5-262 OR EQUAL. II HOT HATER 4 DRAIN PIPES TO BE INSULATED TO PROTECT AGAINST CONTACT. TOILET PAPER DISPENSER. BOBRIGK S-2"T30 OR EQUAL. IZ PROVIDE BLOCKING® GRAB BARS AS REQ'D-TYPICAL. NOTE, GRAB 0AR5 SHALL HAVE AN OUTSIDE DIA. OF 1 1/2", WITHSTAND A LOAD OF 250 L135. APPLIED ® ANY POINT DOWNWARD OR VERTICALLY, 4 SHALL NOT ROTATE WITHIN I I THEIR FITTINGS. s rt �� NLAROI;n TO_i_LET ROOM PLPtN _„ 2 TYPICAL MOUNTING HEIGHTS FOR TOILET FIXTURE-5 4 AGGE550RIF5 MIN. ENLARGED TOILET ROOM PLAN 4 DETAILS 5(:AI F. 1/9" = 1'-n" EXISTING R-10 VINYL FACED BLANKET INSULATION. METAL BUILDING ROOF STRUCTURE HEIGHT VARIES. 3-1/2" R-11 GATT INSULATION. HANGER WIRE AT 24" O.G. MAX. 2' x 4' LAY -IN SUSPENDED ACOUSTICAL GLG. TILES 4 GRID SYSTEM. 6" R-la BATT INSULATION. 6" NO. 25 M56 (MIN.) GALV. 5TL. GHANNEL 5TUD5 ® 24" O.G. MAX. H/ 5/W GYP. BOARD ATTACHED TO STEEL STUDS AND GEILING TRACK WITH P LONG, TYPE 5 STEEL SGREW5 SPACED W O.G. ALONG EDGES OF BOARD AND 12" O.G. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY PER UL ASSEMBLY DE-51GN NO. U465. GONT. MTL. RUNNER 0 TOP 4 BOTT. OF MTL. STUD WALL ONE HOUR TENANT EFARATION PARTITION WNAI UL DE-516N NO. U465 SCALE: 1/2" = EXISTING R-10 VINYL FACED BLANKET INSULATION. HANGER HIRE AT 4W O.G. MAX. METAL BUILDING ROOF 5TRUGTURE HEIGHT VARIES. 3-1/2" R-II BATT INSULATION. 2' x 4' LAY -IN 5U5PENDED ACOUSTICAL GLG. TILES 4 GRID SYSTEM. -1/2" GYPSUM BOARD ON BOTH SIDES OF 3 5/5" MTL., STUDS 0 24" D.G. WITH 3-1/2" R-11 GATT INSULATION. - CONT. MTL. RUNNER ® TOP 4 BOTT. OF M"TL. STUD WALL -PROVIDE BASE AS SPECIFIED IN FIN15H SCHEDULE. - FLOOR FINISH A5 5PEGIFIED IN FINISH SCHEDULE. 2" BOX ® 18" A.F.F. -- c ia" �ani-i".w -A-- CAI 6" MTL. STUDS. 4" 50. BOX ® 15" A.F.F. NRAP BOTH BOXES INSIDE THE FIRE WALL (I HOUR RATED) WITH FIRE RETARDANT PUTTY PADS GOMPLETELTY COVERING BOXE5 AND 3" OF CONDUIT. SEE UL DE516N (GLIV) HALL OPENING PROTECTIVE: MATERIALS. ELECTRICAL E30X ri,`�PENETRATI ON DETA I L ®Dil NOTE: ANCHOR ALL NEW METAL NALLS TO CONCRETE FLOOR SLAB WITH PO ER AGTUATED DRIVE PINS ® 16" O.G. WITH MIN. IMBED OF P INTO FLOOR SLAB. EXISTING METAL BUILDING HALL PANEL AND METAL BUILDING WALL PURLIN5. EXISTING R-10 VINYL FACED BLANKET INSULATION. f 3-1/2" R-II BATT INSULATION. I 2' x 4' LAY -IN SUSPENDED ACOUSTICAL GLG. TILES 4 GRID ' SYSTEM. 1-1/2" R-5.6 SEMI RIGID INSULATION. I EXISTING CONCRETE BLOCK WALL. 1/2" GYPSUM BOARD ON 15/8" MTL. 5TUD5 ® 24" O.G. I EXISTING 5TEEL COLUMN BEYOND. ' CONT. MTL. RUNNER ® TOP 4 BOTT. OF MTL. STUD ' WALL N FINISH ISCHEDULE.NISH AS PEGIFIED a� ROOM FINISH SCHEDULE EXISTING R-10 VINYL FACED BLANKET INSULATION. 3-1/2" R-11 BATT INSULATION AS REQUIRED. METAL BUILDING ROOF STRUCTURE HEIGHT VARIES. /-18 GA. 6" METAL STUD JOISTS ® 16" O.0 .1 1/2" GYPSUM BOARD GLG. �I0 6" METAL STUD TRAGK @ EACH END OF JOISTS TYPICAL. HANGER HIRE AT 24" O.G. MAX. 0 0 1/2" GYPSUM BOARD ON i` BOTH SIDES OF 3 5/8" r` MTL. STUDS ® 24" O.G. GONT. MTL. RUNNER ® TOP 4 BOTT. OF MTL. STUD 0 WALL PROVIDE BASE AS SPECIFIED IN FINISH SCHEDULE. 0 FLOOR FIN15H AS SPECIFIED IN FINISH 5GHEDULE. 5 PARTITION WALK SCALE: I/2" = I'-O FLOOR BASE WALLS EILIN6 NoR ni WALL SURFACE KEY: hf 9T .:. EA5T 5G/ f H NO. ROOM NAME @Q5@13T v V w REMARK5 101 OFFICE • •�• • 102 WAREHOUSE ® 103 AGG. TOLIET ROOM ® O •�• ROOM FINISH KEY NO. DESGRIPTION SPEGIFIGATION REMARKS F-I FLOOR FIN15H - ,/GT AS SELECTED BY LANDLORD B-I BASE - NEN 4" VINYL COVE AS SELECTED BY LANDLORD W-1 HALL FIN15H - PAINT AS SELECTED BY LANDLORD ONE: GOAT PRIMER G-1 CEILING FINISH -2x4 LAY -IN TILE 4 GRID BLDG. STANDARD G-2 CEILING FIN15H - GYPSUM BOARD ONI: GOAT PRIMER EXIST EXISTING FLOOR, WALL, OR CEILING FIN15H TO REMAIN WA 4 9 1NAREHOU5E 102 I1131--__----/--------1 LF °0 I � AGG. TOILET iROOM I ^ 103 1011 Ep FLOOR PLAN KE1' NOTES 12 (1 NEW ONE -HOUR FIRE RATED PARTITION. S DETAIL. 2/A2.1. O2 NEW 3-5/V' MTL. 5TUD PARTITION WALL (SHADED) TYPICAL. 5EE DETAIL WA2.1. NEW 3'-0" x 6'-8" BLDG. STANDARD 5.G. WOOD DOOR AND H.M. FRAME PAINTED, WITH BLDG. STANDARD LEVER HANDLE PRIVACY LOGK5ET HARDWARE, SWEEP 4 WEATHERSEAL. ® NEW 3'-0" x 6'-8" BLDG. 5TANDARD 5.G. WOOD DOOR AND H.M. FRAME PAINTED, WITH BLDG. STANDARD LEVER HANDLE LATGHSET HARDWARE, SWEEP 4 NEATHER5EAL. O5 EXISTING 3'-0" X -['-0" STOREFRONT DOOR, WITH PUSH / PULL HARDWARE AND THUM135GREW / CYLINDER LOCK. © EXISTING 3'-O" X 6'-b" BLDG. STANDARD DOOR, WITH BLDG. STANDARD LEVER HANDLE LOGK5ET HARDWARE. O EXISTING EXTERIOR STOREFRONT SYSTEM. ® EXISTING 10'-0" X 10'-0" BLDG. STANDARD OVERHEAD DOOR. ® NEW 2A 10 B:G FIRE EXTINGUISHER. 10 CENTER OF WALL TO ALIGN WITH CENTER OF COLUMN, II EXISITING STRUCTURAL COLUMN. 12 NOT USED. B PROVIDE NEN WALL FINISH ® EXISTING GMU WALL: 1/2" GYPSUM BOARD ON I- 5/£3" MTL. STUDS ® 24" O.G. TO 6" ABOVE WITH CEILING WITH 1-1/2" R-5.6 SEMI RIGID INSULATION OR APROVED EQUAL. SEE DETAIL 4/A2.1. PARTITION LEGEND EXISTING NALL/PARTITION TO REMAIN. NEN ONE -HOUR FIRE RATED PARTITION, SEE DETAIL -- 2/A2.1 NEW 3 5/6" METAL STUD PARTITION. SEE DETAIL 3/A2.1. NEW I-5/S" MTL. FURRING OVER EXISTING GMU WALL. SEE DETAIL 4/A2.1. J DESIGiN THREE ASSOCIATES 815 ORIENTA AVE. SUITE 1050 ALTAMONTE SPRINGS, FL 32,701 (407) 834 - ,2444 AAM00452 PROJEG'I": NO: 06024 BRIO BUSINESS GE1, TER BUILDING NO.04 1295 AIRPORT B1.. VD. SANFORD, FLORIDA 32,771 ISSUE: DATE: FOR CONSTRUCTION: 349--06 -------------- COPYRICFN (b 2000 - DLS'f(;N THREE ASSO<;'AIES RESEFNL-5 ALL RICHIS. FOR WHICH ITIESE DOCUMENTS WIRL ORA110LLY CREATED. EVOLVED AND DEVELOPED. RUIRODWHONS. CRANGEU OR ASSICNMENI5 ARE PROHIDf"F WITHOUT WRfITEN PERMISIAON FROM DESI" THREE ASSOCIATES. SHEET: I 1 I I 1 I I 1 I l I 1 I L aiN V/A L E. 1" tOLAW T- b 0 o O y 1 I 1930 S. Chick W Trail Orlando, Florida 32825 I f- ------------� David P. Hen 8297 I� W w U O C Q C Cal a ................ Electrical By Emerson I Kelly "CC Of Classic Electric of Central Florida, Inc. EC13002560 ?a- N ---I MY ---------- . I I II O _U— — — 01. P-1 u u 1295 AIRPOR Po 1 A Electrical By Emerson J. Kelly of Classic Electric 0f Central Florida, Inc. EC13002560 I - - - - - - - - - - - - - J11AIL vi D TR PLUMBING, INC. C/ B � , G , "o Y-446 Pxnothy E. (Randall YCFC057366 Date: co 1 13g ago pLAHS REVIEWED 1Ty F SAMFOR .7{ A j I 1j �f A.' 1 a� ,.. �I lay/G� SANFORD FLORIDA ,w c A' BY: �t-21 v Sanford Fire "ev v. Date; '� R(1, - CY NNOTI, iFill NOT TO SCALE 'N"O` "' T • A CONTRACTOR SHALL PAY FOR AND OBTAIN ALL THE REQUIRED SEMINOLE COUNTY PERMITS AND HOLD A PRE -CONSTRUCTION CONFERENCE BEFORE STARTING WORK. CONTACT JACKIE LARACUENTE, DEVELOPMENT REVIEW DIVISION, (407)665--7409 FOR INFORMATION ON SETTING YOUR PRE - CONSTRUCTION MEETING, ISSUE OF COUNTY PERMITS AND OTHER REQUIREMENTS, a iEC Ey � r 2< i�� LW"' "Ir NEF-D 0 F F I C 1;`E L U7 L B✓ESVRI■ ■ Vi \7 J' A PORTION OF THE NORTHWEST 1/4 Or SECTION 2, IOV,-ISHIP 20 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE WEST 1/4 CORNER OF SAID SEC I iC THENCE NORTH 00.13' 13" WEST ALONG THE WEST LINE OF THE NORTHWEST 1/4 OF SAIL SECTION 2 A DISTANCE OF 146.46 FEET TO THE POINT OF BEGINNING; -THENCE CONTINUE NORTH 00' 13' 13" WEST ALONG SAID WEST LINE A DISTANCE OF 43.95 FEE[ TO A FOIN ( ON 'HE SOUTHEASTERLY RIGHT -OF --WAY UNE OF THE C.S.X. RAILROAD; THENCE NORTH 42'45'10" EAST ALONG SAID SOUTHEASTERLY Q RIGHT-OF-WAY LINE A DISTANCE OF 334.66 FEET TO A "DINT ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF AIRPORT BOULEVARD AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP FOR STATE ROAD 11l7, SECTION 77310-2501, DATED MAY 12, 1998; THENCE ALONG SAID SOUTHWESTERLY RICH? -OF -WAY LINE THE FOLLOWING COURSES AND DISTANCES: SOUTH 36' 17'07" EAST A DISTANCE OF 202.49 FEET; THENCE SOUTH 37'43'58" EAST A DISTANCE OF 792.38 FEET; THENCE SOUTH 41'16'30" WEST, A DISTANCE OF 20.38 FEET TO A POINT ON THE RIGHT-OF-WAY LINE OF STATE ROAD NO, 417 AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT--OF-WAY MAP, SECTION 77310-2501, DATED MAtY 12, 1998; THENCE CONTINUE SOUTH 41'16'30" WEST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 225.34 FEET -1-0 A POINT ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID STATE ROAD 417; THENCE NORTH 48'43'30" WEST ALONG SAID NORTHEASTERLY RIGHT-OF-WAY UNE A DISTANCE OF 96.34 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 5,090.26 FEET, A CENTRAL ANGLE OF 09'42'45" AND CHORD DISTANCE OF 861.84 I LET THAT BEARS NORTH 43'52'06" WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID NORTHEASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 862.88 FEET TO THE POINT OF BEGINNING. CONTAINING 7.15 ACRES, MORE OR LESS. rZ 11'21010.. • • ft!�..x LAI IYA r CS1 - COVER SHE I._I coo - OVERALL EXISTING SITE PLAN C002-003 - SITE DEMOLITION / EROSION CONTROL PLAN C 100 - OVERALL NEW SITE PLAN C 101-102 - SITE DEVELOPMENT PLAN C 104-104 - SITE GEOMETRY- PLAN C201-202 - GRADING AND DRAINAGE PLAN C301-302 - SITE UTILITY PLAN C401 - SITE DETAILS C402 - SITE DETAILS C403 - SITE DETAILS C404 - SITE DETAILS C405 - SITE DETAILS C406 -- LIFT STATION DETAILS L-101 - LANDSCAPCE PLAN APPIZ()�'1:t) U'r11,I'I'II:S 1)EPA R'1'?"1r:N,F: l ll'%, 0F']ANFUIt1), I•'l.0k11). rlllti .\PPK(•V41 I SIIhJf:::"f'I ) SI'Er'I1:1C Ct)5: OP \: t•`:` :i "t� T.I r t'11 Y Oi' SA":fOkt) LANI+ L!'\'1:t1)i J•t; >I? t f,;.t: \r;, "; ; • .I. +;Ft ..tkEM1:INTS. OI 1HF (A."" i:C)F.1'.+:' ..'I Ii i:il.l'll OF rHF- DFVI:1.0) I It 1'l) Ct 01-t"i ;,':1 :I ' : t r oR 'i'lil- I`.\('ll.l'I'Y AS CON -TI!iW1' ::J .,IIICI 1 6+: +,t r, I'i \ ;11t.1.nf. TO �i!aiI' APPLICABLE CODE RI•QUiR;:\t( �1'S t!'i..:;1';t,\"IIVI: ACCEPTANCE OF TFII! Df:VF.LGi'1'k'S PIA Ld)i'; N.IT CCINJSTITUrE A 1\'.\IVCK OF ANY CODE REQUIRIMEi TS N+)!t uJF.S IT ht:1 lr!\'f: I'llfi DE:1'ELUPFR ON RESPtiN'il ALITY TO ht'r%T niUiEi RrQI!lkli'1liRfS. THIS SPECIFIC APPROVAL IS VALID FOP. PERIGU OF GIIE YEAR FROM 'rHE DATE BELOW. APPROVED B DATE: 2 s' SPECIPiC CONDITIONS: City of Sanford! EC ng acid Plarniintg Depurrinwut i ve'd I bineeriog Plans Appr'c Yed Date: 2 Y 1. All (:.r,r:u.n 1) rtP.J:';T':ntrtt all tufma t City or Sanford Coda, Land Devriopttxrre Regula,dm AW athri C. aka ci% tlti•• : 2. Cunuticnx is R:•ioht. l to oblain attd innintaiu ail permits on site, (City, Cut,nty, SJRWMD, 3. Cocu;t(.r)a MUST call City of S.wfutd bitildiog Ucp:uutxnt (330.5656) for Gnlil itxsptai^ prior to occuptin�!. 4. Cott Sur.a:uu 1-8.fi-4:E2-1'170 f.K wili:p toani ax;stmoien. 7. Buddinlr p,rrr:it i; nY,tmed Ice nay awvt t. ot.r:d suuctutw %Melt stkll include any dcvtlorxi-c i 6. Site d,:. Flu;;.iro. l.:a , al: , a al :;4ad1 Lecuuw invalid unless a building pcnnit is U4aia«f widilat 1. '1'r. ` -r i;it. mul, i'.". O. -,Il r� kcf t at a miuitnum aril in -tccrrtlance v:Ith tlw ,St:\NUAL ON r.;ni TK:•i 1' CCY,v'ff:r)( rai:VtC)>:;, as I i-w-r R-xidAi y em,l 'rrlk Design ' ICiI' I'I:,u to t*::a bltilctcd to t rt;,u.erting 14 days prior to aly strut or lat►. iusurw, a. Cuntrau;tur slur!l tw reo Q"bI%: fur a110S11A mquutinama crud the Honda Trmitt Sokty AcL 1. All construction must meet all City of Sanford Codes and Land Development Regulations. 2. All other permits required for this project must be obtained. An EPA Notice of Intent (NOI) for Stormwater Discharge Associated with Industrial Activity Under an NPDES Pern)iC must be filed with EPA for all sites which are one (1) acre and greater. 3. As-builts and Certificato of Completion train the engineer of record to be submitted to Uio City prior to C.O. 4. All easements and right of way dedications, It any, must be conveyed to the Gly prior to Site Development Permit issuance. Seminole County Notice Construction is not authorized for sanitary collection systems. water distribution systems, and storm water management systems until all applicable (federal, state, and water marwgernent districts, etc.) permits are obtained. Seminole County Land Development Code Requirements ALL traffic control signs and striping must be in accordance with Seminole County Land Development Code Chapter 250.23 incorporating MUTCD and Seminole County Traffic Standards and must be installed PRIOR to OCCUPANCY of structures. Seminole County Land Development Code Requirements ANY roadwork to be done in Seminole County right-of-way will require a construction zone plan I permit and approval from Traffic Engineering at least 5 days prior to com"ricement. Seminole County Land Development Code Requirements Adequate site visibility per gm. bk.sWs. must be graphically on site plans prior to approval of access location. all conditions on or off site which would create a sight obstruction shall be located on sealed plans, any slght obsh0on found in field which is not on approved plans yvill cause immediate revocation of permit. Seminole County Underground Utility Permit Required - - Seminole County Right -of -Way Utilization Permit Required Seminole County Site Permit Required Property Appraiser ID Number Seminole County Approved for construction This approval is subject to specific conformance to the Seminole County Land Development Code and any special requirements of the Board of County Commissiofters. It shall be the responsibility of the developer to c (aW any defects in the plans or the facility as constructed which results in a failure to meet applicable code requirements. Administrative acceptance of the developer's plans does not constitute a waiver of any code requirements nor does it relieve the developer of responsibility to meet those requirements. This specific approval is valid for a period of one year from the date below. Approved. Seminole County Development Review Deparh-I1ent DEVELOPMENT INFORMATION ( 0-NNEft TRUST, BARTON PILCHER SUCCESSOR TRUSTEE, 2595 S. SANFORD AVENUE, SANFORD, FL. 32773 PHONE (407) 875-9989 Wo GEORGE J. VIELE, MEMBER 301 CAROLYN DRIVE OVIEDO, ;=L. 32765 PHONE (407) 949-0708 > M 1053 N. ORLANDO AVE. , SUITE 3, MAITLAND, FL, 32751 PHONE (407) 629-4288 6500 ALL AMERICAN BOULEVARD, ORLANDO, FL. 32810--4250 PHONE (407) 292-8580 Nolm SEMINOLE COUNTY HAS AGREED TO CONSTRUCT SIDEWALK AS PART OF AIRPORT BLVD. IMPROVEMENTS. OWNER WILL PROVIDE STREET LIGHiING IN ACCORDANCE WITH CITY OF SNNFORD REQUIREMENTS Ar AIRPORT BLVD, FE �� v L- Drn SEP - 2 2005 WHITE'S SITE DEVELOPMEN r, INC. 0 0 0 ® 0 - URBAN DESIGN PLANNING ENGINEERING Kk,0aftW4e&'- r,-Is Op% r----at i u m, Inc. 1053 N." ORL.ANDO AVE. 0 SUITE 3 0 MAITLAND A FL-ORIDA 32751 TELEPHONE `40.7=629--42�8 a FACSIMILE 407- 629---1 656 _ „( iLC fl lu A CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: BUSINESS ADDRESS: PHONE NC CONST. INSP. [ ] F. A. ( ] F.S TENT PERMIT [ ] TOTAL FEES: S COMMENTS: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. C / O INSP.:[ ] REINSPECTION [ ) PLANS REVIEW -bt"> HOOD [ ] PAINT BOOTH [ ] BURN PERMIT[ ) TANK P RMLT (] OTHER NJ C/ (PER UNIT SEE BELOW) Address / Bldg`# / Unit # Square Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with a1J applicable codes and ordinances of the City of Sanfo d, Florida. Sanford ire evention Division _ Applicant's Sip I vvnv �/ v IRON ROD LS 3691 ELEVATION=45.52 I IT11 ITY Kin®rr(z 1. DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVIDING APPROPRIATE CLEARANCES FROM ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, AS REQUIRED BY THE PLANS, SPECIFICATIONS, UTILITY AUTHORITY, AND ANY GOVERNING AGENCY. THE CONTRACTOR MUST NOTIFY THE ARCHITECT IMMEDIATELY IF THE APPROPRIATE CLEARANCE IS NOT AVAILABLE, 2. CONTRACTOR IS TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL U/G UTILITIES PRIOR TO START OF CONSTRUCTION. 3. ALL WATER MAIN MATERIALS AND APPURTENANCES SHALL CONFORM TO AND SHALL BE INSTALLED, TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH CITY OF SANFORD UTILITIES COMMISSION AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS. 4. THE CONTRACTOR SHALL PERFORM HYDROSTATIC TESTING OF ALL NEWLY -INSTALLED WATER DISTRIBUTION SYSTEM IN ACCORDANCE WITH AWWA STANDARD C600 FOR DUCTILE -IRON PIPE, TESTING SHALL BE IN ACCORDANCE WITH AWWA MANUAL M23 FOR PVC PIPE. 5. THE CONTRACTOR SHALL DISINFECT ALL SECTIONS OF THE WATER DISTRIBUTION THEREOF FROM THE LOCAL WATER UTILITY, ENGINEER OF RECORD, AND FDEP, PRIOR TO PLACING IN SERVICE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THE FDEP WATER AND SEWER PERMITS FROM THE OWNER AND MAINTAIN THEM ON THE JOO SITE AT ALL TIMES. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE FDEP WATER PERMIT, AND RECEIVE APPROVAL PERFORMED IN ACCORDANCE WITH AWWA 651 'DISINFECTING WATER MAINS. 6. ALL POTABLE WATER MAIN MUST BEAR THE "NSF' LOGO. WATER MAIN SHALL BE ,__� WET TAP 2"IRRIGATION METER (SEE IRR. PLANS FOR CnNTINI IATIr)N 3" HDPI DIRECTIC AIRPORT DIRECTIC 96" DEE 6' HDPE ' (DR-11, 3 E �c 4 0 20' 40' 80' 1 inch - 40 ft. PER AIVWA C-900, DR-18. FIRE MAINS SHALL 8E PER AWWA C-900 DR-14 AND MUST BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 24. 7. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS TO COORDINATE FUMY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CALL SUNSHINE A MIN. OF 48 HOURS BEFORE DIGGING (1-800-432-4770). 8. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY, THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UIUTY. EXISTING UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THE PUNS. 9. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 10. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 11, A 48-HOUR NOTICE WILL BE GIVEN TO THE ENGINEER OF RECORD AND THE CITY OF SANFORD INSPECTORS PRIOR TO TESTING ANY UTILITY SHOWN ON THESE PLANS. 12. WHEN TRENCH EXCAVATION EXCEEDS (5) FEET IN DEPTH: A. CONTRACTOR SHALL CONFORM TO OSHA STD. 29CFR. SECTION 1926.650. B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. C. TRENCH SAFETY SYSTEM SHALL BE BY THE CONTRACTOR. 13. SOLID WASTE SERVICES PROVIDED BY CIT( OF SANFORD. 14, DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVIDING OF THE APPROPRIATE CLEARANCES FROM ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, AS REQUIRED BY THE PLANS, SPECIFICATIONS, UTILITY AUTHORITY, AND ANY GOVERNING AGENCY. THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY IF THE APPROPRIATE CLEARANCE IS NOT AVAILABLE. 15. CONTRACTOR IS TO VERIFY LOCATION OF ALL U/G UTILITIES PRIOR TO SIARF OF CONSTRUCTION. 16. NEW OR RELOCATED UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER AWN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCEMAIN, OR PIPELINE I CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY ! EXISITNG OR PROPOSED GRAVITY TYPE SANITARY SEWER (OR A i HORiZONTk DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES A80VE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF ! THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAC; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED 'ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM. 17. NEW OR RELOACTED UNDERGROUND WATER AWNS INCLUDED IN THIS PROJECT THAT WILL CROSS ANY EXISITNG OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED UNDERGOURND WATER AWNS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTWATER OR STORMWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. 18. AT THE UTILITY CROSSING DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER AWN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPE LINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORM WATER FORCE MAINS, OR PIPELINES CONVEYING RECIAIMEQ WATER REGULATED UNDER PART III OF CHAPTER 62-610 FAC. AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCEAWNS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610 FAC. 19. FIRE LANE STRIPING SHALL BE THERMQPLA$TIC. CLEAN-QUT COO co SANITARIY SEWER LINE---SS-r- SANITARY, SEWER MANHOLE O SS CLEANOUT C.O. FIRE HYDRANT FH n e FH WATER LINE " W W OVERHEAD PQW�R -----OE�-- ->-•� SEPTIC TANK LA ASPHAKTP�VEMENT CONCRETE WALK POWER POLE Pp , LIGHT POLE j�t LP RECLAIM WATER RCW .- .. 0 z w - CD in Co r La_1 M a z m p O Ls 1 cU w I 0 Z04 Z w IL _1 �V) Ll Lul 0 0+ �. wUj Q `(o � � I -a z a ]� aw O D za 0w T- Kaleghchi P.E. Issue Date and Purpose 'roject qumber: 0356 yawn y: dAME "hecked: MI HCHle � C301 9OR0ERS\5K24XN ig e a s ✓ w • i •� r"`' jai t Y AIN. VEMENI TRACTOR TO APPLY FOR PERMISSION TO _ BORE IN LIEU OF JACK & BORE. 14 SHEET 405. �; , .7t, I I /. N 1 0 20' 40' 80' 1 inch = 40 ft. SEE SHEET C301 FOR GENERAL NOTES do LEGEND ,w Q z Ld C7 o W AMA LL cc� r 0 0� � z0 ® d Z ~ �. w � � J FW... vl 0 IA t 4J Q N co (D tx � O O z T— t�} W O F Seal: Maid KaI2 h�clii P.E. 4104Ei v UJ LJLJ LLJ LLJ OL l r < ce- Ce- Jowl%. w �. ILL, ndo, 05/10/04 -- 90% REVIEW 05 24 04 - SITE PLAN APPROVAL 0J/14 04 - PER CITY OF SANFORD 09/16 04 - PER CITY OF SANFORD 1�05 - P� Ca�Cy rJF `�ETNFp� Issue Date and Purpose, Project Number: 06 raven y: NAME Checked." M. KALAGIICNI C302 e 0: pQIiDERS\SK24X3G I 12" ___ _ —_�1 ca $250 FINE CITY ORD. 3211 --- NOTES: 1. ALL LEITER ARE I' SERIES "C", PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), HANDICAP SIGN DETAIL 3"X 1 /8.0 ALUMINUM SIGN POST LO I 10 FIN. --- GRADE z •,.,�Iil���- 3000 PSI 1I— CONC. r_2__ TYP. SIGN POST C401 NOT TO SCALE PREMOULDED EXPANSION JOINT FILLER STRIP & JOINT SEALER W/ 1/8"R TOOLED EDGES NEW ASPHALT W W MAXIMUM MAXIMUM PAVEMENT 1_#4 ' O.C. 30' O.C. T & B 1 DEEP ! /$"R- -¢.- �,--1 /8" 1/2" RAD. 1 /2" FOOLED JOINT ~�I I 4'-0" 1NOIE ; THIS SYMBOL TO BE WHITE THERMOPLASTIC PAINT F 44 4•. ' 3000 PSI CONC.' \ \ \ \/X (_.._III _III _____ _III _III _III _III _ • , A _ [4- 4 III III= III =11 II III -III I I II `� : '•4 HT1 Q. . NOTE: I I I I 1 1. PROVIDE 1/8" CONTROL JOINTS ®10' O.C. 3000 PSI AIR " ENTRAINED CONC. 6" COMPACTED SUBGRADE - 8 - _. 2. PROVIDE 6" STABILIZED 5UBGRADE BENEATH THE CQNT1�N _,)(I _�C EXPANSION JOINT Sl��~iCKND E(�GE CURB. NEW HC - SIGN T(P. 2"(TYP) -\ WHI I L (;NUS) STRIPING (THE LLJ ("4 HANDICAP STRIPINGFINISH GRADE TRUNCATED DOME WARNING SURFACE PER F.D.O.T. INDEX NO. 301 6" LIMEROCK BASE SHALL BE COMPACTED TO A MIN. 98% OF MAX. DENSITY PER AASHTO SPEC T-180 1-1/2" ASPHALTIC - CONC. (TYPE III) 6" STABILIZED SUBGRADE SHALL BE COMPACTED TO A MIN. 98% OF MAX DENSITY AND HAVE A MIN. F8V OF 75 PSI C� ° 8° ao°o°° 0000 0° ° III�III� �111�111= II�III� =IIII@II SEE DETAIL THIS SHEET 5 ASP HALT PAVIVIENT FOR DISABLED SYMBOL C401 1"-1'-0" SPECIFICATIONS 12" - NO18" THERMOPLASTIC LETTERING. LINES PARKING OF EACH LETTER SHALL BE 4" WIDE RMOPlASTIC) OR ` 18~ P0 A —KING STANDING 45� \` FIRE - _� G O-N E 2" RED LETTERS WHITE BACKGROUND Z� NOTE: SIGN TO COMPLY WITH CITY REQUIREMENTS (1_�3FIRE LANE SIGN DETAIL. 4& > BACK OF SIDEWALK DROP L itY "I IITE PAINTED STRIPING (TYP.) 11 CROSSWALK DETAIL 1,1, AlOc 1/4" = l'-O" 4" YELLOW THERMOPLASTIC STRIPING ® 5' O.C. 4" YELLOW THERMOPLASTIC STRIPING 0 5' O.C. �:1�2FIRE LANE STRIPING DETAIL C401 NOT TO SCALE 4" MIN." 5/8" OR 3/4" 5 MAX. R=2" TYP. HOLES -� 2" MIN. a, t I I 3" MAX. 8" MIN. 1/4" PITCH OPTIONAL 9 MAX. 6'-0" I 12"t 1 2" MIN. I 3" MAX. No. 4 FADS, 18" LONG (TWO PER GUARD) u CONC. r`3UMPFR MIARD NOTES: 1. A THICKENED EDGE SHALL BE PROVIDED BETWEEN 4. PROVIDE CONTROL JOINTS Q INTERVALS EQUAL TO NTS C401 SIDEWALK AND DRIVEWAYS OR PARKING LOT. SIDEWALKS AWAY FROM BUILDINGS TU SIDEWALK WIDTH (W). r7 C ONC. �) I [�NOTE:2, CURB TRANSITION 4'-0" DROP6'-0" CURB SLOPE CONC, POSITIVE DRAINAGE. r 5. PROVIDE PREMOLDED EXPANSION �uiNl WHERE CONC. �WHERE C401 � J U6'-0" CONC, RAMP 1-1 /2"=1' ABUTS CONC. PAVEMENT, ;- _ -_ -: - -� = TRANSITIONPROVIDE -- TOP OF EXIST. CURB &GUTTER o SLOPE ON CONC. WALKS TYP. WALK ABUTS BLDG., POLES, AND OTHER CONC. WALKS. —0" PROVIDE 1/2 PREMOLDED �x . a BACK OF SIDEWALK..: .3. PROVIDE 2% CROSS � x CID r6_1CONC. SIDEWALK -DETAIL 2' 0 OR SQ. GALVANIZEQ 1 x6 STAINED CEDAR BOARD STEEL GATE FRAMEATTA CH TO FRAME 1 #5 CONT, FILL TOP WZCONC. w\ -EXTERNAL PAINT ' 4"0 GALVANIZED " AIE POST* �, #5 VERT: WHERE SHOWN N PLAN FILL ALL REINFORCED CELLS -- w N #9 DURA—U—WALL 016" O.C. #5 VERT. TYP. OR EQUAL HORZ. REINF. BREAK • � E3�IC4E. ®CONTROL &EXPANSION , JOINTS 6x6 W2.9xW2.9 WWF 3000 PSI CONC, r-- 1 1/2" ' 1=1 I I ... I.:. _ ICI- _ _ �I' ••.I.'.:. . _ 1-1I �� �$ � I. 1 � 1=' �. • � '� • � I I--t�I.I—I I I�1. I. I—. =-I1777 I. I. 4„ 3000 PSI CONC. EXPANSION JOINT PICTORIAL VIEW -- - GUTTER i 2- #4 CO T PAVEMENT 3/4"R �, 1 12 MAX• SLOPE TYPICAL ._.__. _.--X PROVIDE~, 3/4" RAY US �ECTIQN AA { , »� -ihtt ' - .F�r• - '""' ' y ON '-ALL EXPQ$WEDGESI + t .'_�_� w�l X" y - C HANDICAP RAM P D ETAI L 6X6-- W2.9XW2.9 WIMP �C-4'01) NOT TO SCALE TURN DOWN SECTION E _ .E,u'� TOP AND BOTTOM OF FABRIC SHAL - ..� 1 ,' r _, i ;)F ��, t, _.:T `r,} ,1'_t 7+t �W`:" 9E TVISTEPii' TARED, , ' .__ - . _---- - •r- --- - - - ---- 10'-0"_MAXIMUM 470 GALV. STEEL, GATE POST. SET IN 18"06" CONC. FOOTING PAINT RED.- m TENSION WIRE Dom I r 1 + ¢ a °% "W BRACE BAR �-_ it GUAGE VINYL v, COATED FABRIC _ ,•• � � ,_ -_ - ---- CQJI,ED SPRING --• - > REINFORCING WIRE, 2Q, a- USS ROD " 3R/8' MINIMUM DIAMETER. - ��LU� ���� BRACE PQST.. �LD�� . x =z� 4"0 GALV. STEEL GATE POST. ;r ;o6Dn CORNER POST i" `D 00 1 x6 S FAINED CEDAR ON . 2" 0 .SQ. SET IN 18"x36" CONC.' 'FOOTING v � � OR GALV; STEEL FRAME W/DIAGONAL PAINT RED. \O'D \D o `D `D `D :y:.... i �!� M ?-- BRACING.. PRIME & • PAINT EACH . "' InP :. • ;o w M M � 3000 PSI. CONCRETE `D GATE .TO HAVE A HANDLE AND LOCK LINE POS MECHANISM' (TO BE PAINTED)'' PUST DIA. + 10'" POST DIA. + 10" POST DIA.. + 10" 6" CONC. 'PAVEMENT REINFORCED WITH 6x6 W2.4x W 2.4 WWF 10" x10" x 1/4" PL. SECTION A 3/4"=1'-0" ,_ 1 /4"=1' _0" IFP :1.1' ,. y uunnraitn tivULwurcc�0 AS SHOWN NOTES: 1, ALL CHAINLINK FENCING FABRIC SHALL ,B,E VINYL COAFED. COLOR: BLACK 2. ALL POSTS AND ACCESSORIES SHALL BU PAINTED BLACK TO MATCH : FABIRIG. COLOR. rl _0 CHAIN:' LINK FENCE DETAIL. C401 3� "� 1'_0„ - 0 r- o Ld z Q C7 ,, o W �L C] al 0 z (14 z r~ z� r 0 V) � � 1!1 'D a LAI 0 I/ N cfl p I z0 CC w oz Lz 0 a 0 W r h Seal: Maid Kola hchi P.E. 41046 Lu I a I UJ 4 t� CO u (L do 4L dr LA_ 0 W UL 0 z 05/10/04 - 90% RL)/IEW 05/24/04 — SITE PLAN APPROVAL • 07 '14 04 — PER CITY• OF SANFORD 09/16 04 — PER CITY OF SANFORD 09/306/04 — PER FDOT O1 27 05 — PER CITY OF SANFORD Issue Date and Purpose Project Number: 0356 Drawn y: NAME Checked: M. ICALAGH H � e o:C401 eofzOCRs\sxzaxse • • • SQUARE CUE EDGE TRENCH WfQT}f VAAI S SEE NOTE 9 OF EXISTG IN PAYMENT (TYP.) W/ 5U:E OF PIPE FIN15HCO ORAOE i T' MIN. ASPHALTIC CONE. WHEN FLEXIBLE PAVEMENT IS CUT q SEE NO TT Z.. CLE MAY VARY �{ a �3EE NOTE 4 y ► ,�j R PIPE 0.0. \ 6" (TYP)• ` SELECT o COMMON Z UNDISTURBED EARTH AR WV IV w (SEHNOiE 3) r NOTES: 1. PIPE DEUVING: SELECT COMMON FILL COMPACTED TO 95Y OF THE MAXIMUM DENSITY AS PER AA5HTO T-100. 2. TRENCH BACKF'ILL: COMMON FILL COMPACTED TO 959 OF THE MAXIMUM DENSITY AS PER AASHIO T-180. FLOWABLE FILL, WO-125 P.3.1., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING 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 DUMETTER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 Of THE MANUAL FOR SHEETING AND BRACINQ IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 6, 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 RWHT-OF-WAY 11TIUZATION REGULATIONS. 9. ALL. UNPAVED DISTURBED AREAS SHALL HE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. _LYfI;.. _V_ ffWNQ AND OPEN --CUT DETAIL. CITY OF SANFORD 1999 FIG. 101 RE► I: UW113 IO" MIN. #4 &M3 ALL AROUND (MIN. 2' CLEARANCE AROUND PIPE. B - 6- MIN. (TYP.) TIE BOOS INCUUDINO 4' x 4" A 1/2' NUTS AND WASHERS HOT DIPPED GALVINIZED I (SEE SCHEDULE BELOW) OR STA19LEM STEEL -wy- (6' MIN.) MECHANICAL BEARING PLATE H VA" --� - UNGSTUR810 ---. EARTH O 4'--0' MIN. su FRENCH DETAILS EHCASF TIE RODS IN •- --- 3" COVER FOR PIPE iinD4Nw AEAUKtEMEiITT1 1-1/2 PVC SLEEVE W I LS: 1. ADDITIONAL REINFORCEWENTS SHALL_ U L AS SPECIFIED BY THE ENGAEUL 2, M11 WUW CONPRfSSIVE STRENOTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. KIDDING, BACKFIU, AND COMPACIIOH SHALL BE AS SPECIFIED ELSEWHERE IN THE 3TANDANO DRAWINGS, 4. ALL FORM BOARDS SHALL K HEMOV£D PRIOR TO BACKTILL S. NO ALLOWANCE SHALL K MADE FOR FRICTION BETWEEN THE PIPE WAD. AND THE THRUST COLLAR. i. DE510H PRESSURES ­ P.S.I.- 6CHEDULE of DIMENSIONS AND MATERIALS PIP( DIMENSxw T,I Roos REQ'0 SIZE (R4CNE3) A B O 0 OIA NG. ' ` L I ft ►Y. i�L% a wId a F,.wo YM KMW. IIA WEE E . m ,I r, se!!2 I,L WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 GROUND LEVEL IB" I VINYL CONTINUOUS MAX' S4, WARNING TAPE MIN. C TYPICAL UfIUFf PIPE I _Ql BAL NQ:IE5; A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH 'HIDE VINYL CONTINUUUS NUN- METALUC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 10 INCHES OR AS APPROVED BY THE CITY. If SHALL BE COLOR CODED AND WORDED AS FOLLOWS: I. PUTAULE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: OREFEN WITH BLACK LETTERING. B, LETTERING: 'CAUTION: WATER LINE B. LETTERING: CAUTION: SEWER LINE BURIED UELOW" OR SIMILAR WORDING. DURIED BELOW' OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOH:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BUCK LETTERING. B. LETTERING: 'CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE allRIEU BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. U. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING 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 (SEM. POTABLE.__ WATER, AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 VHf)*TV EARTH SEE NOTE I f- (,YP,) 3000 P.S.1 � CONCItETC 7HEETII tuoTNNG - ROCK CONCRETE ARCH �F YIN - SEE NOTE I • WN. (TYP.) • Y SHEETING 34DU CAN �^ PE ►OA1•ED CONCRETE i' MNII. / •'r' ' `' :' <' � •';.' '^':' UNLA31 uRBEU EARTH CONCRETE CRADLE NOTES: 1. (•) IS" MAX. FON PIPE DIAMETER LESS THAN 24% AND 24' MAX. FOR P1PE DIAMETER 244 AND OYER, FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE EQU L T� OW540E DIAMETER OF PIPE. 2, 'U" REFERS TO ME 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 A3 DIRECTED BY THE CITY. 3. REFER TO SECTION 32.0 Of THE UTIUTIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 6. ENDS Of ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWIMOS, C98CRETE ARCH AND ENCASEMENT DETAIL S CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK-,,,, OR BRICK AND MORTAR WALL FILLING AT BOTH ENDS ' RESTRAINED .• JOINT DUCTILE ' IRON PIPE 4" Mgh-lw- 6" MIN STEEL CASING PIPE DUCTILE IRON PIPE CASCADE TYPE CASING SPACER NOTES: 1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICT)ON, ADDITIONAL REQUIR:�+iENTS Of THE U71UTY ACCOMOOATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 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 INOH 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. SUPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF QA.irADC TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 2' D.I. VENT PIPE W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4"x4' SUPPORT POST (TYP. FINISHED CONCRETE VAULT LOCATION) GRADE 36" SQ. CAST IRON FRAME AND COVER WITH 4" MAX. 17-1 4" ACCESS LID. GROUT PREMOLDEU PLASTIC- • ' • ' 2" VALVE (TYP.) JOINT FILLER I' 2' POL'f . '. 5- WALLS (MIN --iw-' •� a+ ' 2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) CUT OUT AND SEAL JOINT 2" NIPPLE - -- . '' ,;'•, WITH MORTAR FOR FORCE _ _ I : AMAIN 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� BEDDING ROCK - 8" x 16' REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE OETAIL 13 MUD ON 2 INCH COWRNNATKM AM/YACVUM RELEASE VALVE. CHANGE PIPE AND FTTTIN03 AOMD4GLY FOR OTHER VALVE SIZES AND TYPES. VALVE SAYS TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLEI". 2. THE W941MUM OWENSGN FROM TOP Of PIPE TO ►INBRED GRADE SHALL K 4.0 FEET. 3. ALL STRUCTURES TO K 7WfIC BEARING RATED. C� AIR OR C.QMBINA.[ION AIR/VACUUM RELEASE VALVE QUAIL (SANITARY FQ CEMAIN) CITY OF SANFORD 1999 FIG. 112 AREA FOR UNDIS URBED PLUG SOIL (TYP.) EDGE OF TRENCH (TYP.)-I --i I �'" A CROSS W/PLUG CROSS W/ TWO PLUGS AREA �77 t WOOD BLOCKING (TYP.) AREA FOR PLUG f' JEE E WIPLUG AREA FOR AREA FOR 45' BEND TEE , AREA II'OR PLUG TEE W/ tel: END PLUG THRUST BLOCK p_ T� AILS CITY OF SANFORD 1999 FIG. 103A 30' x 30" x8' TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3' DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD /4 REBARS CONC. PAD -SPA MP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE A . . 7 TYPE OF VALVE Ir y SERVICE • •' '. • DIRECTION 4 NO, TURNS TO OPEN &o a . •' •.� APPUCABL.E VALVE BOX AND COVER A' , •, S (SEE FIG. 115) ' R''" ANCHORS 5000 P.S.I. WIN, (TO BE APPROVED CONC. MIN, BY CITY) VALVES 16 INCHES ANQ LARGE,$ C HH PAD I�TK. (FLUSH WIfH GRADE) /4 REEIARS `• -FINISHED ALL AROUNDc APPLICABLE VALVE -�I y • ' BOX AND COVER L (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 CONCRETE VAULT 36, SQ. 17-1 4' 4' MAX.-1 A P CA PREMOLDED PLASTIC w JOINT FILLER PIPE PLUG (TYP.) 2' NIPPLE 2' GATE VALVE �- 2' NIPPLE 2' W BEND 6' UEDOING ROCK C' x 16' REINFORCED CONCRETE FOOTING. ///---2, D.I. "ENT PIPE PI/ SCREEN MESH / OPENING AND 4'94' g Rl )P05T(TYP. ICAST IRON FRAME �- AND COVEN WITH ACCESS Uo. EXISTING p /- GROUT ZP*OPW PAVEMENT __ IFINISHEU GRADE - KAADIORALEOR - 2' VALVE (TYP.) - `��-. CASF IRON VALVE BOX 5- WALL (MIN.) TOP SECTION - 2' PORT WITH EXTENSION ROD AS THREADED PLUG REQUIRED SEE NOTE 3 - GROUT -1" 90' BEND I 2' UNION 2' NIPPLE 1' BRASS PIPE r 2' GATE VALVE WASIEWAIER FORCE MAIN OR WATER MAIN SERVICE SADDLE PER SP:CIFICATION SECTION 50.6.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH CO"f4NATK)N AIR/VACUUM RELEASE VALVE. CHAWC PIPE ANO FITTINGS ACCMWOLY FOR OTHER VALVE 3=3 AND TYPES. VALVE SAES TO K DETERMINED BY THE E140MUA AND APPROVED BY THE CITY PRIOR TO INSTAL- LADON. 2. THE WN4MUM DMCXSfOW FAO" ELBOW "ART TO fNMSHED "AOL SHALL BE 4,0 FEET. 3. THE AIR RELEASE VALVE SHALL K ADEQUATELY SUPPORTED. I OFFSE r AIR OR COM INATIOU AIR VACUUM RELEASE VALVE. DETAIL- SANITARY FORCEM61 CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REQ'D) EDGE OF CROSSCUT BENp WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE UNDISTURBED WITH JOINT (TYP.) SOIL (TYP.) CONCRETE THRUST TRENCH WIDTH x BLOCK jTYP.) • N THRUST ` z EDGEHF FITTING THRUST BLOC AREA kSQ. FT-) (NP•� MIN. CONCRETE THRUST BLOCK NOTE8f 1, MRV31 BLACK DARING AREAS SHALL BE POURED AGAINST UNDI3TUR9EA MATERIAL. WNW TRi11CN WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE W1TOUL. AND EXTENO TO UNDISTURBED MATERIAL, 2, EXTEHO THRUST PACK FULL LENGTH Of FITTINGS. J01013, NDn AND BOLTS SHALL NOT K COYERED BY THRUST BLOCKS. FITTIHG3 SNALL BE PROTECTED BY POLYETHYLINE FIW (6 NIL) PROM TO PLACING CONCRETE: THRUST BLOCK. 3. ROU4H OLOCKING fUAMS SHALL K U3ED ALONG s"3 of TVWU31 BLACKS AS REQUIRED. 4. THRUST NLOCKS 6HALI, 6E U$ED IN COMBINATION, AS REQUIRED TO SUIT THE SPECWIC FITIIHO ARPLAMUEMENT. 6, ALL WOOD 6tAC%"Q SHALL DE PRCMRE TREATED WITH PRESERVATNE If ►GAMS ARE TO ALMAN4 04 PLACE, 6. ALL YtWMT BLOCK3 3HALL DIE ALLOWED TO SET FM(5) DAYS GEFOHE PRLS3UItE TESTING. UNLESS If" EARLY STRE1461H CONCRETE 13 USED AND CITY HAS APPROVED A 6NORTER PERIOD. , THAN BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103E PVC PIPE COLOn GRAVITY SEWER► 30M LIGHT GREEN FORCE MAIN& SOUO LIGHT GREEN TYPICAL PIPE 4' TO 6' PIPE - 6' TAPE 13 CENTERED A1.01W TOP HALF OF PIPE. SENLR UNE SEWER LINE 10" TO 1B" PIPE - 6-TAPE 13 PLACED ALONG BOTH 34M OF TOe HALF Of M •r, Our on craw ae, raw awd w1 ra•o uet avO Isd 20' AND LARGER PWC - TAPE a 1KA= ON BOTH 31OE7 Of THE TW HALF of THE MPE !i WITH A THIRD STRIP CENTERED ALGIW TEN' HALF Of PIM s.Y awr ,., W MAX ►wm ua $0.0 L04 / PAPER BACKED ADHESIVE V*M TAPE (TYPICAL.) 12r MAX wa . I • RIr Lad 6- FOR SEWER LINES - TAPE SHALL DE GREEN WITH BLACK LETTERING, FOR SEWER FORCE MAIN - TAPE SHALL BE DROWN WITH BLACK LITTERING, TAPE SHALL RUN FROM )GIFT 70 Jowl ALOHo THE LENGTH Of THE PIPE, ALL FORCE "NS AND DUCTILE IRON �H•VfTY LINEt WITH IDENTIFICATION TAPE His PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 ALL LETTERS 2' R4 HTEIGHT WON 3/4. 3PACINO BETWEEN ROWS 16' IRRIGATING WITH 1 1/4. r RECLAIMED }/4• tr OOWATER � 1 I/3' • 36' (MAX) • 1 1/4' 1/2' BORDER .'.' , 0 • . NOIEta I. HEK40 Of 3" WELL IXNAO QN LOCAT04 AIR) SUtAg 1,10" LAWSCAK PWrt TYPES. IN ALL CASES, THE SIGN UMLL EE WNLE TO THE PU6UC. L IIIA"WOUNO SIWI K ►ARSONS PURPLE 512C, LETTERS SHAH I!E M/iTE. L EWIIELRRIG GRADE REfLE Mt MATERIALS $HALL K USED, 4, POST SHALL BE U CHANNEL 2 LD, NOT ROLLO FROM TEME RAIL 04 1RfUI STEEL. HOT W GALVAWEU PER ASTM A-123, S. WOUNTRIG HAROItlA1pE SHALL K SIANRESS STEEL. E SKINS VIALL 6t PLACED 6Y THE CONTACTOR IN ACOMO CE WITH INS CITY APPROVED E06611101ERING PLANS A►ID/OR AS APPROVED BY THE LRILITH,6 0"C'M. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 114 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). + GIP: CL.350 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 43' BEND 22-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE NOTES: 1, FTTTING3 SHALL 13E 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 UNE VALVES AND THROUGH RUN OF TEES OUTSIDE UMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT 8E RESTRAINED UNLESS OTHER'IVISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTUNED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASS MPTIOUS: . TYPE OF PIPE: DIP WORKING PRESSURE: P.S.I. • SOIL DESIGNATION: • LAYING CONDITIONS: • TO BE COMPLETED BY THE ENGINEER 6. 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 (_ DID CITY OF SANFORD 1999 FIG. 104B PVC PIPE COLOR ►ANT014E PURPLE 522E TYPICAL MPE--,� 2' To r FINE - 6' 114•1 IS CEKMKD ALONG Top HAJI of RECLAO4ED WATER WAi4 AECIA LED WATER 1w 10' TO 16' PIPE - i' TAPE IS PLACED ALONG i0TH SMM Of THE TOP H O OF PIPE. 20' ANO LIAMGER P,C E - TAPE IS PLACED ON BOTH SNKS Of TOP HALF Of PIPt WITH A THIRD STRAP :Zi(iC1EE0 ALOYW TOP HALL 0f PIPE ', Gam. � ,...�. ... r• .,"r r..o ",.+. � ��: PAPER BACKED ADVXS VE VINYL TAPE (Tn__AI) 1" u� r• r -C �i WCHE3 IMPREGNATED LETTERNG SHAM. K USED. THE TAPE SNWLL AU FROM JOINT TO AW ALAE10 THE LEWM OF THE M. NECLAIWED WATER MAINS WIT tj IDENTIFICATION JAPE Im PIPE IDENTIFICATION (RECLAIME.D WAIF 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. i _ z IC) D Tom• Q UJ IN n LJJ =+>~ z p M z rr. ILLJlL In l)] �. I iJ � L Cal z L. a � LLJ Em IO U z )w L¢L, 0 5 a (/D N V) W �� s Luo Fn , N c z¢ S LJ O 7- 0 Z z M LLLLJ 10 O LIJ r- w. c Seal: Maid Kala hchi P.E. 4104E UJ F_ CIO LIJ m=% " r vi CL ij ✓K J LL i1 zoil ?^ 1.3� U) UJI 05/10/04-- 90% REVIEW 05 24/04�- SITE PLAN APPROVAL 07 14 04 - PER CRY OF SANFORD 09 16/04�- PER CI(Y OF SANFORD PeJ CI____ -c`L()F_�F1r(f'yC�•U� Issue Date and Purpose Project Number: 0356 rawn y: NAME Checked: M. KALACHCHI He No: WRDEHS\SK24XJ6 F1; Ur ✓•;c�,;• ,>; .,!• i;,i•��. ')IF t IFOU •If 0 SQUARE CUT EDGE OF EXISTING PAYMENT (TYP.) FINISHED GRADE ---\ RENCH WIDTH VARY SEE NOTE 10 If `W/ flit OP rot MIN. ASPHALTIC COHC. -i WHEN FLEXIBLE PAVEMENT �1 N IS CUT. SEE NOTE 2 ANGLE MAY VARY----,,, r su NOTE 4 a t PIPE O.D. - ++t-• c, 0' (TYP) ,r -- SELECTT w COMMON $ FILL BEDDING ROCK PIPE BE001HO (SEE NOTE B d[ 9) � UNDISTURBED 001E5: EARTH 1, PIPE BEDDING: SELECT COMMON fILL COMPACTED TO 939 OF THE MAXIMUM DE14311Y AS PER AASHTO T-130. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 951E DF THE MAXIMUM DENSITY AS PER AASHTO T-160. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.5.4 Of UTILITY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY, 4. 13' 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. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 0. ALL PIPE ID BE INSTALLED WITH BELL FACINO UPSTREAM 10 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. 0. GRAVITY SEWERS SHALL VOLIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER LESS THAN 15' AND 6' MINIMUM FOR PIPE DIAMETER 16' AND LARGER. 0. DEPTH FOR REMOVAL OF UN51,11`fABLE 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. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMIIUA14CE 'WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT -Of -WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REQULATION3. .LYPj_A DEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). " _ PIPE SIZE PVC:C-900/905 „ 4 „ 6 -w 8 n 10 u 12 n 14 n 18 H 18 �� 2U �� 24 90' BEND 59 21 45 45' BEND 14 19 25 22-1/2' BEND 9 12 it-1/4' BEND F70 5 6 PLUG OR BRANCH OF TEE99 128 - -- - NOTES: 1. 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: A TYPE OF PIPE:_--�'yf�.___._ __ HOPE e WORKING PRESSURE: 150 P.S.L--------.-- P.S.I. AN SILT 8ACKE1LL_ a SOIL DESIGNATION: * LAYING CONDITIONS:_3-_---- e TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TAB E ( PVC-HDPL ) CITY OF SANFORDE��j 1999 FIG. 104A PVC PIPE COLOR WATER MAINi BLUE TYPICAL PIPE 2" TO B" PIPE - tl" '(APE IS CENTERED ALONG TOP HA.LF ur PIPE.- fY� POTABLE WATER MAIN POTABLE WATER MAIN j 1Q' TO 10" PIPE - 6' TAPE IS PLACED ALONG 30TH SIDES OF TOP HALF OF PIPE. time wVA llw/a wrR IUVA aamw "Mm" xsLVA ' 'rp / NATa1 WAI MAM WATU ,La. ' POTAN3''WAIU "M 20' AND LARGER PIPE - TAPE 15 PLACED ON BOTH 51UE5 OF THE TOP HALF Of THE PIPE NITH A' THIRD STRIP CENTERED ALONG TOP HALF Of PIPE. wrA 041A TWIN KM aural TWIN NVN 011VA rwvwe WAeIE WAWA WM FaTMx WAtTW MAaI ► MU WAT94 LAS ,LAIN t WATIR WA�• PAPER BACKED ADHESIVE TAPE (TYPICAL) Fl--I 12" -. u wxv MAX. PDraalc WA1iA wAN .� 1" rolA.l w+ns NAM 6 INCHES 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 IQENTIFIC,�IQN TAPE HIS PIPE IDENTIFICATIO (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE CENTERED ON WATER OPERATING NUT MAIN CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE NOTES: 0 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING N(IF 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 VALYZ FOR 2 INCHES ."0 BELOW DOUBLE CHECK OR (DOMESTIC AND IRRI- REDUCED PRESSURE 208E GAT" ONLY. 2 REQUIRED) Q DMCTOR ASSEMBLY AS APPROVED try THE CITY TEST COCK (TYP.) DIELECTRIC UNION THPEADED (2 REQUIRED) HIPPLE (TYP.) 90, BEND ! (2 REQUIRED) SLOPE fIKkL CMDE 1ROM IQ MAIN SERVICE 2 INCH AND BELOW -ASSEMBLY ;LUTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED I" 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 5008). 4, VALVES SHALL BE CHAINED CLOSEO.(FIGURE 5008) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5008). 5. 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 5000) 16 • i Ii i 1 "► i 1� 1 •� IFIG. 500A, TEMPORARY JUMPER CONNECTION NOTES: I. A Itinpvrory Jumper connection IN required of all sonnestlans batoten exioling ago" Wotor molne and proposed now water main improveepnfo. 2. 'rho d9lall above Is to t„ 'iota for filling any new rotor main of any alit from existing active water mains and far flushing of now mains up la 6 INCHES IN DIAMETER (2.5 1FPSminimum velochy) and for pulling Docl4H91991aol sampl4a from any r,vn water main of arty size. The Jumper conntcllon shall be malntalnsa until after nliing. flushing, leafing and disinfection of the Into multi has bran succtssfull comppltivd and cioarumo for use from the florid$ Dlporimenl of Emironmenlal Prolodlon (FDEP) and otnor p4rttnerH ogtnola have both received. Tho Jumper connocllon $null also bq used to maintain a minimum presoure at 20 pal In the now maths gNor dlainlearlon and until the FDEP eloarance letter 14 obtained odwiuolo. Thrust olooking and/or roatrotnto shall as provided lompororily, as required. Plp4 and lltt}ngo uota for connecting the now pipe to the sA1471ng pips shall 69 dlalnftolod prior to Inalollotion In accordana9 with AWWA C651, 1912 tdNlon. The topping alcove and Ent oxterlor of tho main to bo lopped shalt be dlainfecto l by spraying or swabbing per stotkn II of AWWA C651-92. 3. flushing of 10 Inches In diamotor and larger actor malna may at Bona Through the tie-in Volvo undor vary controlled ovndlflons, In* following procodune anali ba followed: A. The Nt-In Yolvaa shall be operated and presoure tested In the "*nos o1 the uflllty company and enginsor to verity water tightril prior to he -In. Volvaa Whlah an nal outer light &hall be replaced whn a new valve Insfolt4d Imrnedlola)y odJoc*ni to Ina leaking vulva. 1. The lamrrory Jumper oonnoction shall bq confru sclail at detailed. The Jumper aanheol on a a l be used to fill the now water main and for providing water for boo- torto(ogicol 9gmpling of the now main- at roqulred bT the FDEP permit. e flushing shall not be allernpled during pock demand hour of In* existing waief malne. a All downslrtam Volvo* In The syvtsm mull be open prior to opening the lie -In vat". a Provide far and monitor The pressure In the lie -In point.. The pressure In Ilia existing main muel not drop below 35 pot. a The Ifs -In vulva shall be opened a few turns only, assuring a pressure drop oaroe4 the Volvo Is greater than 10 pal. C. The Ilt-In Volvo shall be looked olused by the utility company unlit Ilushing begins. D. The Ra-In valve shall be Opened only for flushItiof the now main. The procedure *hall be directed by the utility comparry and obaerwd by the mgln*4r. E. After flushing, this flo-In Volvo #hall be at" and locked In the closed position by the utility company. 4. The aordrocior shall proddi doaumenlullan demonstrating Ihat the double aheak baokllow pnwniten donee has been tested and Is In good working order of the Who of Inafpllollon. S. Exvtpt as required to flush linos of aareolor Than 0 Inches in diameter, the Ile -In valve shall rtmaln closed and shall b4 too ad In the abted position by the wildly company. The Ile -In vulva shall (omoln locked closed unit) the new syttem hat b*en cloared far Wee by FOE/ and oll other portintnt ogonalso. 6. Upon reodpt of atoaronce for use from FDEP and all other ptrttnanl agencies, the cordraclor shall remove the temporary Jumper connooAan. The corporation slope are to be olosad and plugged with 2 Inchbrute plugs. 1. All Installation and maintenance of the lompororyJumper connection and ouaalotod baekflow prevention device, fittings, valve, eta. Ihall be the tooponstbllity, of The controctor. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG, 504E COVER (SEE FIGURE 115) VALVE PAD IN UNPAVED -AREAS (SEE FIGURE 107) -FINISHED GRADE 14 GAUGE COLOR CODED INSULATED LOCATE WIRE --ADJUSTABLE CAST IRON VALVE BOX + r + ID 7 UNDISTURBED BEUDING ROCK EARTH NOTES: 1. PVC EXTENSIONS MAY BE USEU ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTIOd 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 SANFORD71 1999 7�G_,401 DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY O.S. do Y. RESILIENT SEE GATE VALVE. (2 REQUIRED) TEST COCK (T'fP.) RODS ON D.I.P. RISER (TYP) LUNGED 90" BEND 4" CONCRETE SLAB (2 REQ.) WITH NO. 5 x 6 log WIG x WIG WIRE MESH SLOPE 124" ASLOPE c I E k 1/2" PREFORMED JOINT MATERIAL BETWEEN 36' MIN. COVER 1 g hp 1 PIPE AND CONCRETE 1Y7 7� >�? SLAB (TYP) FROM 90' BEND (2 REQ.) to IENVocE THRUST COLLAR ROODED TO THRUST COLLAR RODDEO TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE AAS.S.LMW, , - DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) 1'0' MIN BALL VALVE (2 REWIRED) MIN CONCRETE SLAB ":• ;• ere e , t a e; 1• ! r ► i ► 1-- 1 'iCITY OF SANFORD FIG 500B i ► ► J= Q 1 TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGAIIQN SYSTEM LAYOUT CITY OF SANFORD 1999 FIG. 505 HYDRANT -^-� oPERAnNo NUT HOSE NOZZLE - 24' SQUARE AND 6' THICK THICK REIN- FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) 2-#4AT9"- O.C. ALL AROUND COMPACTED J BACKfILL SEE NOTE 3 -� VALVE PAD WE FIGURE 101) M J HYDRANT ANCHORING TEE 6" BEDDING ROCK --/ o nrL - MECHANICAL JOINT RESILIENT SEAT OATE WITH RESTRAINERS VALVE AND BOX (SEE FIGURE 400) NOTES: 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 MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. 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 _77 1999 FIG. 402 NNRIT Or WAY LNK ------ UMn1 Or VTXM (Amon CONCRETE 14" 1tYIAat IutxriD Ili tact MN11 YALYt NLTLA A eTMnrR a (T:xx Narxs *-to) 1.q" Ya' slot. 1 r MaaE PI(tt ooutL[ plxcJl c• Ailwcts PAcxwuT laNc ocYYCYu rtANeao "r' To IrrAes - AauKrLr Aa AcouuKa as IN! CttY t/E' Isarae+uD JOINT WIERWI• IMYex1N P,K O.N. atY. II[],iJOrf tUt YKVtl A"ACaNcextx /TAN (e Kouli4o) as r Ab."S "a NOW ON 0"son 4' CO.,C M A.Ae WITH W. 140, e a a. Via + *Is lt' MAT(. TAX Ism .^ rt.Iwoto &AAot 4ota 6ATt �aL t pp /^ea NJ wo (i XLQI.m ) -Iv stJmu-- THAUM87 OOLAA al I10000 M W KNO aR Ac"NA1Nx0 ADAMAS" i"K to VAWt As ALOVItItD S.." 1 RANON THAI, GWLLAA A0000 to aY THE on car KOO OR TOTALLY NSI1WNEo As AtOu,Itxa 1. ALL ILK AND FIM004. MA7911"b. I.ANOR. ANIO A►PURTYNANCEI NY TH1 CM SHAU. K tuPPUED M THE CONTRATTIOR. I - 1. ALL Prc AND rr7ntm WRLL (1) IIKHC3 AND LONGER SMALL u It"TAAINED JOINT OUQTILL IRON III. ADM OWL JOINT? WIAII K FACIORY-FLAHGLD. S. THAtx (E INCH MElxlti AND ADaVI SHALL K ADM GROUND INSTAL.A Wt►H MAS1. 4. VALV(1 3NALl K CKWKo CLOSED. 5. THE ADOK ONWHO "PASS UNIT SHAILL It IIIII D 1 M FIRE FLOW KQWALMENTS, 6. ALL FINE UNITS SauLL K A MINI"W Of 9IQKT (6) iKHES OR AS A! WY&D BY ME FIRE Of". 7. THE (NIII IT AIMMNLY Ill K PAW= L&I'M AED AM FIRE rROTECTION USW AND SLACK FOR ALL 17111LA wee. ' s. A CAT! VALVE SHALL K OWALLIO AT rNx ASUM*LI S CONNta110N MINT 10 I IC ILLS. 0. DUAL DUAL DOMMIC-FATE FLAW MASIER ME7cA1 SHALL et 7H( courouNO TYPE . • 10. DOM.SIIC WAIEA MA31U1 MLTENS SHALL K UTHLA COMPOUND 04 MUNI RMkOW TYK AS DC"1041140 FAOM THE PROPOSED LIME IN ACCORDANCE wTTH APKNM '0' OF THt to units DUAL DOMESTIC--FIRE/FLOW- MANUAL DOA ,TIC WATER M45TEi METEB ASSEMBLY CITY OF SANFORD 1999 FIG. 501 10, TYPICAL COMMERCIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD 1999 FIG. 506 FINISHED GRADE 2" GATE VALVE - 2" 90' BEND RESTRAINED JOINT DUCTILE IRON WATER MAIN TRAFFIC COVER WHERE REQ'D. DOUBLE METER BOX (18" x 24" MIN.) 4" 2a P -� 6" BEDDING ROCK `- 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 9E APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL V8 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF "VALVE DETAIL CITY OF SANFORD 1999 FIG. 403 HORIZONTAL t VERTICAL SEPARATION REQUlRLM[NTS PROPOSED UTILITY rvtAM.E vu l aerJ.Aara WIW .awn a rx ITo" UM AonnAelt vast. IQIQ. rift. Haw. vW. NOArt. MI. � MAal rtd Ir WMrEA+rv.wts' P., � "0. i WATLR ra' is' I r a' ` ` GENERAL NOTES: 1. THE TABLE REPRE3ENT3 THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.O.E.P. RULES Of THE FLORIDA ADMINISTRATION COOL N(F.A.C.). THESE SEPARATION REOIREMENTS SHALL APPLY EWLYPROPOSEDUTILITY LINES ANDEXISTING OR PROPOSLO�CIJTUTY LINES. t 2. f" THE PURPOSE OF THIS TABLE, RECLAIMLO WATER SHALL MEAN UNRLSTWIED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES Of RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED fW SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM WT41DE OF PIPE TO OUTSIDE OF PIPE UNLE33 OTHERW13L SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER Of PIPE TO CENTER Of PIPE. 0/9 - DENOTL3 GVT51DE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCCSt A. WHERE HORIZONTAL SEPARATION IS NOT ATTAMALOLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MU3T BE USED FOR AT LEAST ONE OF THE PIPES, DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 16 INCH VERTICAL 3LPARATION IS NOT ATTAINABLE AT CROSSINGS. USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENIERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. S. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN SEPARATION REQUIREMENTS CITY OF SANFORD 1999 FIG. 508 DISINFECTION M8efor* bola plocad In asrvlce, oil new wutor mains shall bo chlorinoled In accordance with the specifications ow and I'he procedures oulllne In AWWA C-651 "Slandard Procedure for Dlstnfeding Water Maine'. Ail provisions of the Florida Department of Environmental Protection permit shall be complied with. WATER SYSTEM TESTING: HydroHallo toting shall be performed at 150 pounds par square Inoh prwwrt, unique 0 4rwito apprvr•d by the City, for o period of not lea than two 2) hourv. Tooling shall be In gqoiordorw• with the ppgpiloab)e provisions us sat forth In SWIon 13, AWWA SlanOard C60O for duotlble Iron pipe and AWWA ManuaNu In M-23 for PVC pipe. Tha testing protodurs shall Include the continued application of the spaaiflod limmury to the lest system, for the two hour yerlod, by way of a pump taking a Iy from a canlulner sullable for moosyrinp water loss. Yl amount of loan s40 A dglarminq� by moolwring the volume displaced frorh sold container. Should the test fall, necessary repo re ahall be 0000mpllshod by th4 contractor and the test repeated until within the eatubllghod limits. The cant actor shall furnish the necessary labor, water pumps. gauges and oil other items requlred to can�uct the required water distribution ayatom and perform n•ceasory rvpalr4. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG, 507 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. z W W wE*au�E d M z ❑W LaJ L`- In U7 •4 v a mtfBB6I aC LD Q 0 � (7 d' •cam 0 �I IL r I•) U z (2) H LL 0 5 • LL) 00 0 Ot ON z W Q 0) Ne N //��// 1� `.- W 0 n Q O (Dz p Z T K) W 0 M Seal: Maid Kola hchi P.E. 4 46 Issue Date and Purpose Project Number: 0356 (QWT1 y: NAME Checked: M. KALAQHQd 71 r15 go: BORUE.RS\SK24X3C`4 0 4 6 _J1 -