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501 Don Knight Ln - BC04-001523 (NEW INDUSTRIAL BLDG) (A)PERMIT ADDRESS CONTRACTOR i t k 0 WE ADDRESS (As �t� �! ill► ® a ..� PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRAC'T'OR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION rj d to op ,s n 0 d �3 lTJ t: CO LLl z \' X :�E U OU 0 _10 U <C u V X Ell— 0 <L I u? 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'� �U�2�.d���'� �—�,`������ � b)�, �L� I l t •:lu 1 u Lc•.1 707 t•a: alta � 07; J: I lu holl:lu.t V1 •t19;7 1•iyi til l �o _ _ m _ _11=1L�. TAX PARCEL #26 -19 -30 -SAE -1800-0000. Architect: MA opt Engineer: Mark P. Neir-nan, P.E. Registration #44077 110 W. Rich Avenue Deland, FL 32720 (386) 740-1454 Surveyor: Scott's Surveing Services, Inc. Registration 7/-5807 258 Shadydale Curt Deltona, FL 32 738 4-07 330-5738 407 330-3797 FAX Email: sssfishmarn@aol.com ANDO SANORD INTE�',NATION�� A11-��URT HOLMES JACKSON ASHING N ADMEN LEON uev NASSAU . > BAKER as CLAY q TAYLOR \t a AYF7 �� ZN LCHRT 5 � DIXIE ALACHUA LEVY MARION VOLUSIA SITE I:LIttUS 4 Pr LAKE maw r_ SHEET HERNANDO COWER ORANGE SHEET PASCO OSCEOLA G PINELLAS b O SITE CONDITIONS ;Pa o� e1ICA PoIX Q [?o UTILITY SERVICE PROVIDERS: SERVICE: LOCATION: INDIAN WATER & CITY OF SANFORD MR. PAUL MOORE, P.E. SEWER P 0 BOX 1788 (407) 330--5640 ISEELIOB 6y. ANA HARDEE SOLID WASTE CITY. OF SANFORD MS, EMILY McCABE HIGHLANDS (407) 302-9414 DE SOR, MARTIN BELLSOUTH MR. MARTIN NOSIE GLADES 132 COMMERCE WAY PROJECT MANAGER CHARLOTTE SANFORD, FL 32771 (407) 327-0447 ELECTRIC FLORIDA POWER & LIGHT PALM Ah� HENDRY REACH LEE GAS STATE ROAD 46 RU WYLLE AVE. ORLANDO—SANFORD INTE...RNATIONAL AIRPORT LLA S ITE z ,_L_, NOTE:. THE SITE LIES WITHIN A SECURED Q AIEA OF THE AIRPORT. ACCESS TO THE w SITE WILL REQUIRE NOTIFICATION OF THE o AIRPORT BOULEVARD SANFORD AIRPORT AUTHORITY OFFICE. W m 0 W MARQUETi-E AVENUE E MARY BOULEVARD LOC.-`111-11TION MAP DESCRIPTION: Ln V5 MOORES STATION ROAD COMMENCE AT THE NW CORNER OF' THE SW 1/4 OF NE 1/4 OF SECTION 4, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN S.00°0845"W., 917.85 FEET; THENCE RUN N.90°00'00"W, 2016.22 FEET; THENCE RUN S.00°00'00"E., 100.0.00 FEET TO THE POINT OF BEGINNING; THENCE RUN N89°30'16"E., 220.00 FEET; THENCE RUN S.06°40'37"E., 456.46 FEET; THENCE RUN S.830 11'07"W., 157.42 FEET; THENCE RUN N.13°56'49"W., 484.42 FEET TO POINT OF BEGINNING. CONTAINING 2.01 ACRES± PERMIT OFFIC",P PUNS RViD CITY OF SANFORD INDEX BROWARD SHEET C--,1 COWER TITLE PAGE SHEET C-2 STORMWATER — SITE PLAN DADE MONROE G b O SITE CONDITIONS SHEET o� e1ICA CITY OF Q [?o UTILITY SERVICE PROVIDERS: SERVICE: LOCATION: CONTACT: WATER & CITY OF SANFORD MR. PAUL MOORE, P.E. SEWER P 0 BOX 1788 (407) 330--5640 SANFORD, FL 32772 SOLID WASTE CITY. OF SANFORD MS, EMILY McCABE P 0 BOX 1788 (407) 302-9414 SANFORD, FL 32772 TELEPHONE BELLSOUTH MR. MARTIN NOSIE 132 COMMERCE WAY PROJECT MANAGER SANFORD, FL 32771 (407) 327-0447 ELECTRIC FLORIDA POWER & LIGHT MR. MARK POLLOCK P 0 BOX 2149 (407) 328-1924 SANFORD, FL 32772 GAS FLORIDA PUBLIC UTILITIES MR. DAN SCRIBBENS 450 S. HIGHWAY 17-92 (386) 668-9319 DEBARY, FL 32713-9703 CABLE TIME WARNER COMMUNICATIONS MR. MARVIN USRY 844 MAGUIRE ROAD CONSTRUCTION SUPERVISOR OCOEE, FL 34761 (407) 532-8509 FIBER OPTIC LEVEL 3 COMMUNICATIONS MR. SONNY JARROCK 1025 ELDORADO BLVD. MAPPING COORDINATOR BROOMFIELD, CO 80021(877) 366-8344 (720) 888-3151 STATE ROAD 46 RU WYLLE AVE. ORLANDO—SANFORD INTE...RNATIONAL AIRPORT LLA S ITE z ,_L_, NOTE:. THE SITE LIES WITHIN A SECURED Q AIEA OF THE AIRPORT. ACCESS TO THE w SITE WILL REQUIRE NOTIFICATION OF THE o AIRPORT BOULEVARD SANFORD AIRPORT AUTHORITY OFFICE. W m 0 W MARQUETi-E AVENUE E MARY BOULEVARD LOC.-`111-11TION MAP DESCRIPTION: Ln V5 MOORES STATION ROAD COMMENCE AT THE NW CORNER OF' THE SW 1/4 OF NE 1/4 OF SECTION 4, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN S.00°0845"W., 917.85 FEET; THENCE RUN N.90°00'00"W, 2016.22 FEET; THENCE RUN S.00°00'00"E., 100.0.00 FEET TO THE POINT OF BEGINNING; THENCE RUN N89°30'16"E., 220.00 FEET; THENCE RUN S.06°40'37"E., 456.46 FEET; THENCE RUN S.830 11'07"W., 157.42 FEET; THENCE RUN N.13°56'49"W., 484.42 FEET TO POINT OF BEGINNING. CONTAINING 2.01 ACRES± PERMIT OFFIC",P PUNS RViD CITY OF SANFORD INDEX SHEET C--,1 TITLE PAGE SHEET C-2 STORMWATER — SITE PLAN SHEET G EXISTING SITE CONDITIONS SHEET C-4 CITY OF SANFORD STANDARD DETAILS SHEET G-5 CITY OF SANFORD STANDARD DETAILS SHEET G=6 CIN OF SANFORD STANDARD DETAILS RE hwEv �p_ By: r Sanford Fire P •evention iv. Date: . 0 OrlandcrSanfcarci L�ri��c7�T_` iC1�L•Lw:11Tc�7tii BUILDING 535 - LOGISTIC BVILDING 5anford Airport Authority 1200 Red Cleveland Blvd. 5anford, FL 32773 ---I���L� ... . I- 1'-)[pH)F=_ I I--) ==r I j f f7—j'j . FF1 Lff 7, ME— ENGINEERING 110 WEST RICH AVENUE DELAND, FLORIDA 32720 PHONE (386) 740-1454 FAX (386) 943-9257 EMAIL csiengineering@bellsouth.net C.O.A. #00009845 EXISTING SHERIFF COMPLEX FIRE FLOW TESTING REPORTS T.B,M, ELEVATION 36.80 MSL ¢ '�� 60 pet Stacie, 18 psi Flow, 710 GPM, 27 psi Residual ON NAIL & DISK C/L ROAD +KA 10" POTABLE WATER (E(I51) wv _X 11 1� o� 41 " 4* 4'$ �'' ASPHALT ROAD + TO BE DEROiMINEO BY SAINKLER CONTRACTOR COMMUNICATIONS + +>R,' }"� -{- + PROPOSED 2' WATER M \ INV, 60" RCP = 29.27 �� INV, 60" RCP 29 24 AND BACKaPREVENTIR `-PROPOSED 4" WATER 51�i ACCESS BOX "..._. ---`---i- f ` 55 -1b RCF' -I- - -'^'_' `r` LARGF,.G'CS- N R iE " tl 5� r MITERED END SECTION -40 y �� Sp hj ` J f � 3� � � � INVERT ELEV. 31,8 � r - MITERED TND SECTION o r3^� �` O OP '\f 'SWALE - +�1 SWALE �"��' / +,A, IC _ SWALE _ -I- S SWALE r \� ,IpO, !_ - _ - _ _ zG.- )o' -- �2-- INSTALL SILT FENCE PRiOR TO START OF CONSTRUCTION + N _ "S�, ,�• r � / "� - yN\ 1 ,.,_ ..._. ._.. �-., + • \�4b FIRE D MASTER METER � MITERNVERT D SEC32N ,+^ 24. A �' '\} W/ PONSERNCE \ Iso, TOP BANK 1 \ �� / 1 ` 1 2 35.3' CONCRETE FLUME �,. 1 } 1 352 35• L Is DRIJNFiELD \ .I t �w 350 �•\ �` j �� --,� � `` 1 825,0 ! E DEPT,+ +*i` �L,` r . 'SEPTIC MB+i PPS 35•A '� NECT1oN BORING P 2 TANK\ f a' 12.0 'p 4„w / - ! \ X V ` X 1 O i M VARIES - .J.. 1 X i . Aaft II0 /�-'a� XI CA 8 A , Ep 0 _> P ,0? T �QR V DIRTPILE /� / o V\P %b 60 �' ► l 1 1 \\\11 -54A Df` Q ' LEGE-N.° - i `� , + I U / i I i 351 1 Y \\ 11 \ \ \ 1` PA,��,�riC X53 � '; ; • ar x/ +ti -- EXISTING ELEVATIONS PROPOSED ELEVATIONS \ \1\ \ \ \ \ l 3�e ': '� 1 + -- - EXISTING CONTOURS / = PROPOSED CONTOURS \\\ \ 1 5 1 I I 1 34 1 1,� \ \ �' 34 "1 0 DRAINAGE BOUNDARY 01 \ N �// M 1 •� ao � � 1 l /R E F� x •- -- DRAINAGE FLOW \A- 1 A \ �� '� 3A.1 1 I l \ \ \ 1111 .., 1yo X -X X -X- -X= SILT FENCE VACANT + ( 1 1 I 3 1 / Q 7 1 e \ 3• 3 1 � 1 N 1 . n 1 _ 1 \ M C� 1 ,n \ PPCF• �' � � 1 1 1 C)CIA 'A 1 , 5 3qA \, Z• 11 \ 3! b 12 n B 6" VERTICAL CURBING-� 111111 3 A ��� \\�,~.� �Lop� \I \1 / 1 q11 r; 0(TYPICAL) . SOP M q:' r.:i••:y:',w•arr.x• .s :�::,v••:'.r:':i•:'��`' 11 `� 1+ TOE OF SLOPE EDGE WATER i �� - � O A � A - 5 MINIMUM 3,000 PSI .CONCRETE � � Cp W/CONTROL JOINT EVERY 400 SQ.FT. \ 0 0 r O,a '$ I y \ \ \ USE 6" CONCRETE WITHIN R/W) O Z _ o 03� \ Co.r 1 COMPACTED - B D B SE\ TA ILIZE A0 BANK' I 1 MIN, 5TOP \ B 2 TO 95% DENSITY PER AASHTO T-180 \ �° � p FLORIDA BEARING VALUE MIN. 50 PSI \ �k 1 p1RS j sloo DUTY PAI//NG DETAIL'`, i LIGHT � �O.Oo lBORING P-3 I A P NpRE ��M 1�IR I DETECTABLE WARNIN 1 yk l HANDICAPPED PARKING SIGN SURFACE IN THE 8" 2. 6" 4*:,',:,: •;:,:,:• ?, .;:, FTP -25 OR FTP -26 PER ACCESS RAMP PER +i• FDOT INDEX #17355 FDOT INDEX #304 1:12 MAX. LOPE '�,`.�� ''• MIN, 4.0' LANDIN � I - ., BEHIND RAMP P"No By PEW ONLY 5250 FINE "�. CONCRETE I � / i 'h'`oti CITY ORD. 3211 CAR STOP LOCAL CODES ALLOW FOR THE LAST 2.0 ,.+ul • �,•_� //�. OF THE PARKING STALL 1 p 1 (OVERHANG) TO BE s, + i 6 2" 6' o ELIMINATED WHEN ADJ. Q l \ � TO A GREEN AREA N ' ..;... x/157.1 \\ wH(fi STYPICAL) WHITE HANDiCAPPE MARKINGS IS OPTIONAL. 21 0" ' 0"-• • ---10' 0" 3 OR 5 HiGH HANDICAPPED STANDARD ALL PAVEMENT MARKINGS ARE TO BE TRAFFIC RATED & INSTALLED IN ACCORDANCE WITH F.D,O,T, STANDARDS & SPECIFICATIONS. BLUE STRIPING TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595a. H/C SIGN TO BE SERIES 'C" BLUE WITH 1• LETTERING, ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED USING 3M BRAND 'SCOTCHUTC SHEETING ON MIN. 0.080 GAUGE ALUMINUM. \ \ ALL STOP SIGNS SHALL BE 30" OCTAGONS INSTALLED ON 12', albs./ft. "U" CHANNEL POSTS (RAIL STEEL ONLY) OR 3" x 12' \ \ \ INSTALL SILT FENCE PRIOR TO START OF CONSTRUCTION VACANT t \ { ~- INST 1 L SILT\ FENCE PRIOR TO 1 START OF CO STRUCTION ++a 1 1 +�A. i l ROUND ALUMINUM POSTS. U CHANNEL POSTS MAY BE USED FOR ALL SIGNS SMALLER THAN 36 x 48 ,ALL ARNING SIGNS SHALL BE A MINIMUM 30"x30" , ALL TRAFFIC SIGNS SHALL BE 'DIAMOND GRADE" FACED, VACANT n1s. \ STRIPING & SIGNAGE DET11 IL S \\ +4P OUTFALL STRUCTURE TO BE POURED IN PLACE USING MINIMUM 2,500 PSI CONCRETE n1s. OUTFALL STRUCTURE SOD ALL SLOPES SEED & MULCH BOTTOM CONTROL ELEVATION 31.6 EXISTitVG � GRADE 1� BOTTOM ELEV, 30.0 n.t.s. TOP ELEV. 33.0 WET SEASON WATER TABLE ELEV. 27,0 RETENTION VOLUME PROVIDED TO ELEVATION 31,6 = 7,304 Cult. DETENTION VOLUME PROVIDED TO ELEVATION 33.0 = 14,276 Cu,Ft. RETEN TI DIV ARL) SEC TION '�J 1 4 OPTIONAL PAST P051TlON • _�' MAXIMU 2p. POST OPTIONS: 2"x4" OR 2-1/2' MIN. DIA. WOOD 1-1/2" SQUARE OAK OR 1,33 LBS,/Fr. MIN, STEEL FILTER FABRIC r L, f FLOW -� - "I' FILTER FABRIC (IN CONFORMANCE WITH SEC, 985 FDOT S n1s, TYPE 111 SIL T FENCE EROSION AND SEDIMENT CONTROL NOTES: 1.) Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended t o trap sediment shall bs constructed as a first step in any land - disturbing activity and shall be made functional before upslope land disturbance takes pa lace. adjusted to meat field conditions jat the 2,) All sediment control measures are to be ad� n time of construction and be constructed prior to any grading or disturbsce of existing surface material on balanceof s!• Perimeter sediment barriers shall be site. constructed to prevent sediment or trash from flowing or floating onto adjacent properties. 3.) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site, Temporary so! stabilization, shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days, Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year, 4.) A permanent vegetative cover shall be established on denuded areas not otherwise permanently 6tabilized, Permanent vegetation shall not be considered established until a ground cover is achieved that, in the opinion of the Reviewer, is uniform, mature enough to survive and will inhibit erasion. 5.) Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The sediment basin shall be designed and constructed to accomodote the anticipated sediment loading from the land -disturbing activity, The outfall device or system design shall take Into account the total drainage area flowing through the disturbed area to be served by the basin, 6,) After any significant rainfall, sediment control structures will be inspected for Integrity. Any damaged devices shall be corrected immediately. 7.) Concentrated runoff shall not flgw down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 8.) Whenever water seeps from a slope face, adequate drainage or other protection shall be provided, 9.) Sediment will be prevented from entering any storm drain system, ditch, or channel. All storm sewer inlets that are made operable during construction shall be protected so that aedimont-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment, 10.) Before temporary or newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 11.) When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams, Earthern fill may be used for these structures if armored by nonerodible cover materials, 12.) The bed and banks of o watercourse shall be stabilized immediately after work in the watercourse is completed, 13,) Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose is accomplished, The Developer, owner, and /or the contractor shall be continually responsible for all sediment leaving the property. Sediment control measures shall be in working condition at the end of each working day, 14.) Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface, Where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and trans- ported to a sediment control disposal area. Street washing shall be allowed only after sediment Is removed in this manner, 15.) This provision shall apply to individual subdivision lots as well as to larger land - disturbing activities, 16.) All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, in the opinion of the Reviewer, Disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 17.) Properties and waterways downstream from construction sites shall be protected from sediment deposition and erosion. 18.) Phased projects should be cleared In conjunction with construction of each phase, 19, Erosion control design and construction shall follow the requirements in Index Nos. 101, 102, and 103 of FDOT Roadway and Troffic Design Standards, PROJEC T DA TA: Total Area 87,752 Sq.Ft. 2.015 Acres Drainage Area 66,985 Sq.Ft. 1.538 Acres EXISTING: Building Coverage 0 Sq.Ft. 0% Other Impervious 0 Sq.Ft, Ox Limerock Road 4,781 Sq.Ft, 5.4% Green Areas 82,971 Sq.Ft, 94.6% PROPOSED: (Totals) Building Coverage 19,600 Sq.Ft. 22.3% Other Impervious 16,794 Sq.Ft. 19.1% Limerock Road 2,550 Sq.Ft. 2.9% Retention Areas 11,196 Sq.Ft. 12,875 Green Areas 37,612 Sq.Ft. 42.9% Parking Required: 14 Spaces Total Office = 3 + (700 / 200) = 7 Spaces Warehouse = 2 + (5,000 / 1,000) = 7 Spaces Parking Provided: 13 Spaces Total 12 Standard Spaces & 1 Handicapped Space Project Land Use; Storage / Warehouse Water Provider: City ,of Sanford Utilities Sewer Provider: City of Sanford Utilities Solid Waste Service Provider: City of Sanford All utilities construction shall be undergound. 100 Year Flood Plain not applicable to Project. Soils - S.C.S. #20, Myakka & EauGallie Fine Sands (previously filled site) Site has no known arch. or historic resources. Existing vegetation - grass field in bldg. area. Owner or their successors will be responsible for maintenance to storm drainage system as approved for construction. Recommend minimum weekly check for debris clogging outfall, bt-annual flush of pipe and mow . DRA and remove clippings as required. All construction shall conform to the City Of Sanford Standards and Specifications. Prior to recieving a Certificate Of Occupancy The Engsneer Of Record shall submit a signed & sealed letter upon completion of construction, to certify all improvements have been installed and completed in accordance with the Approved Plane per LDR Section 7.3.c , Developer shall construct reclaimed water distribution facilities to the proposed development and to each lot and tract within sold development. A fully automatic irrigation system, utilizing reclaimed water shall be installed by the developer so as to provide total coverage for all landscaping, including hedges, trees, grassed areas, for the proposed development and each lot and tract therein. TAKEBACK CALCULATIONS: Total Acreage: 2,015 Acres± Irrigated Acreage: 0,998 Acres:; Potable Water Usage: 1,225 GPD Reclaimed Water Usage: 980 GPD Sewer Usage: (19,600 SF x 0.05 GPD) 980 GPD All pavement markings shall be thermoplastic and shall be installed in accordance with FDOT Index #17346, All reflective markers are to be placed in accordance with FDOT Standard Index #17352. All signs are to be placed in accordance with FDOT Standard Index #17302 and the "Manual On Uniform Traffic Control Devices For Streets And Highways". Contractor to have in place during construction a work Zone Traffic Control Plan per FOOT Stan. Index #600. For additional details see FDOT Standard index numbers 11860, 11863, and 17355. Location of depicted signs is approximate only and is subject to change as directed by the Engineer. The contractor, prior to construction, shall field locate all existing utilities within or surrounding the site, for possible conflict, All areas within the effected right-of-way disturbed during construction shall be sodded/restored. Contractor shall restore off-site areas disturbed by construction to original condition or better, Contractor to maintain traffic flow during construction. Contractor may make minor adjustments in ailgnment & grade to avoid conflict w/existing utilities, structures, trees or to better match existing field conditions. Contractor shall put into place all erosion & sediment control practices shown prior to start of construction. Contractor shall record and submit to project engineer accurate As -Built information. SUR 1/EYOR 'S NOTES: 1.) SURVEYOR HAS NOT ABSTRACTED LANDS SHOWN HEREON FOR EASEMENTS, RIGHTS-OF-WAY, OR ANY OTHER MATTER OF RECORD WHICH MIGHT AFFECT THE TITLE OR USE OF SAID LANDS, 2.) NO UNDERGROUND INSTALLATIONS OR VISIBLE IMPROVEMENTS LOCATED OTHER THAN SHOWN, 3.) BEARINGS ARE BASED ON THE NORTH LINE OF SUBJECT PARCEL AS BEING N.89'30'16"E. PER DESCRIPTION. 4.) THE PROP PROVIDED TO THE SURVEYOR BY THE CLIENT. E PROPERTY DESCRIPTION WAS 5,) ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK #2325602 ELEV. 28.174 MSL AS PUBLISHED, 6.) ON SITE B.M. =NAIL IN CEII CENTERLINE OF ROAD ASSUMED ELEV. 100.00 A5 SHOWN. 7.) CONTOURS INTERPOLATED FROM ELEVATION SPOT SHOTS AS SHOWN, --------'--------•- _...,._-._._..� SOD ,-BEVELED OR 1,/ --CHILD PROOF BARS ROUND CORNERS MAX. 4-11/2SPACING I SOD I .s, I WIDTH 6" -� ABOVE F/L c� I CONCRETE SLAB, 3" OR SOD SOD 5-1/2• THiCK, REINFORCED L - - - - WITH WWF 6x6-WI.4XWI,4 - - - � - - - - - J TOP VIEW - SINGLE PIPE " 901£: Al Mf& : RJ 11/ 1 P/PE f0R PM 18' AND s ANO k4?4, W. 4 1 0>� ?:1 2.11107 : TDC,4 Pff FOR APIS 18' i Vd .£WU R A C 1:1 f PIPa 24' AND G4RGSER. CONNECTOR SADDLE li CONCRETE PIPE /� DITCH GRADE "2--Ip-NOT LESS`"j0IP JOINT o I PERMITTED UNLESS i, SOD APPROV D BY #4 REBAR THE EN INEER E F SECTION n,t.e, MITERED EMD SEC TIO N SET BRICKS IN CONC. STAGGERED AS SHOWN AT MIN. 4•Q INTERVALS FOR ENERGY DISSIPATION VERTICAL CURB THIS DRAWING IS NOT VALID UNLESS IT HAS THE ENGINEER'S ORIGINAL, DATED SIGNATURE & IS EMBOSSED WITH HIS SEAL CONSTRUCT FLUME OF MINIMUM 3000 PSI CONCRETE n.t.a. FLUME DETAIL �ML-1 L=J`___r7 CMM iT� u u ENGINEEfiING 110 WEST RICH AVENUE DELAND, FLORIDA 32720 PHONE (386) 740-1454 FAX (386) 943-9257 EMAIL Csiengineering©bellsouth.net COA#00009845 STORMWATER - SITE PLAN SEMINOLE COUNTY SHERIFF 'S LOGISTICS COMPLEX 501 DON KNIGHT BOULEVARD ORLANDO-SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 1 2/12/04 1 RAISED FINISHED FLOOR ELEV, OF NORTH BUILDING & MODIFIED ASSOC. GRADES I M.T.C. I MARK P. NEIMAN, PROFESSIONAL ENGINEER 1PROJECT FLORIDA REGISTRATION NUMBER 44077 DATE: 2003-03 SCALE: 1'-_30' jI SHEET C-2 ,-2 11-24-03 DRAWN; MTC D X A B C E F I G M N 15" 2'-7" 1.92' 2.19' 4.10' 2.08' S' 1,22' 4.63' 1,18' 2 / 18' 2'-10" 1.97' 2.74' 4.71' 2,56' 8' 1,41' 4.92' 1.21' SLOPE 24' 3'-5" 2,06' 3.85' 5,91' 3.56' 7' 1.73' 5.50' 1,25' 36" 5'-1" 2.26' 6.08' 8.33' 6.56' 9' 2.24' 6,97'. 1.33' `I 1 15" 2'-7" 2.27' 4.09' 6.36' 4,03' 8' 1.22' 4.63' 1.19' 18" 2'-10' 2,36' 5,12' 7.48' 5,03' 9' 1.41 4.92' 1.21' SLOPE 24' 3'-5" 2,63' 7.18' 9.71' 7.03' 11' 1.73' 5.60' 1.25' 38' 5'•-1" 2.87' 11.31' 14.18' 11.03' 15' 2.24' 6,67' 1.33' MITERED EMD SEC TIO N SET BRICKS IN CONC. STAGGERED AS SHOWN AT MIN. 4•Q INTERVALS FOR ENERGY DISSIPATION VERTICAL CURB THIS DRAWING IS NOT VALID UNLESS IT HAS THE ENGINEER'S ORIGINAL, DATED SIGNATURE & IS EMBOSSED WITH HIS SEAL CONSTRUCT FLUME OF MINIMUM 3000 PSI CONCRETE n.t.a. FLUME DETAIL �ML-1 L=J`___r7 CMM iT� u u ENGINEEfiING 110 WEST RICH AVENUE DELAND, FLORIDA 32720 PHONE (386) 740-1454 FAX (386) 943-9257 EMAIL Csiengineering©bellsouth.net COA#00009845 STORMWATER - SITE PLAN SEMINOLE COUNTY SHERIFF 'S LOGISTICS COMPLEX 501 DON KNIGHT BOULEVARD ORLANDO-SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 1 2/12/04 1 RAISED FINISHED FLOOR ELEV, OF NORTH BUILDING & MODIFIED ASSOC. GRADES I M.T.C. I MARK P. NEIMAN, PROFESSIONAL ENGINEER 1PROJECT FLORIDA REGISTRATION NUMBER 44077 DATE: 2003-03 SCALE: 1'-_30' jI SHEET C-2 ,-2 11-24-03 DRAWN; MTC i i T.B.M. ELEVATION 36.80 MSL ON NAIL & DISK CA ROAD o f � kti 3 4fe EXISTING SHERIFF COMPLEX I �b ASPHALT ROAD mwv M .._. u I nn�uu uunw-n e��,n h� �O• THIS DRAWING IS NOT VALID UNLESS IT HAS THE ENGINNER'S ORIGINAL DATED SIGNATURE & IS EMBOSSED WITH HIS SEAL MARK P. NEIMAN, PROFESSIONAL ENGINEER FLORIDA REGISTRATION NUMBER 44077 90VAPC CUT EDGETRrr+cH OF EXISTING A7n111 vAPlrs SEE NOTE 10 PAVuF.Ni (TYP.) 4,1 W/ SRC OF NPL /f FINISHED GRADE 90' BEND IMIAIT VArrt YAM M,NYtr ■IHR ,N,xI i mt.mr .Ilio YIM a ' 2' 'WIN. COHC. WHEN FLEXIDLE P. VEWENT 1 N IS CUT, a W SFE NOTE 2 ANGLE MAY YART a T " Ll 6 Z V W In SEE NOTE 4"� v .PINE 0 \ =+ 8" (TYP) SELECT z COMMON o �N 3; FILL m W - BEDDING RUCK S PIPE OEODUIG (SEE NOTE B A 9) � •�•4- 11ND15Tl1aBCO NOTES: EARTH 1. PIPE UEDOING. SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T -LBO. 2• TRENCH BACKFILL, COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DE151T Y AS PER AAS TO T-180. FLOWABLE FILL, 100-•125 P.S.L. SHALL RC USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SCE SECTION 32.8,4 Or UTIUTY MANUAL FOR OCSION MIX. 3. USE OF TYPE A DECIDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15". MAX. FOR PIPE DIAMETER LESS THAN 24", AND 2.4.. MAX FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER Or INC PIPE 5. WATER SHALL HOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6, ALL PIPE TO UL INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.9 OF THC MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE Or FLORIDA TRENCH SAFETY ACT. S. GRAVITY S£'HFPS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL v u P MAM TE 8' "AND 8' MINIMUM FOR IPE E R 1 0E 4' MINI UH FOR PIPE DIAMETER LESS THAN 15 AND LARGER. 9• DEPTH FOR PCMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BFnDING ROCK BELOW THE PIPE TNF CITY ,SHAH. DETERMINE IN THE FIELD IF REMOVAL OF UN901TABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT 0041HATE GRASS SPECIES. It. FINAL RESTORATION IN IMPROVED AREAS SHALL DE IN COVPUAHCE WITH ALL APPOCARLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RICHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT•-Ot -WAY UTILIZATION REGULATIONS. TYPE q LIDDING AND OPEN --CUT DETAIL CITY OF SANFORD 1. 1999 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING($). PVC:C-900/905 PIPE SIZE 4,1 6" 8" 10„ 12" 14" 16" 1811 20„ 24" 90' BEND IMIAIT VArrt YAM M,NYtr ■IHR ,N,xI i mt.mr .Ilio YIM a PAPER BACKED ADHESIVE TAPE (TYPICAL) B, LETTFRING• 'CAUTION: SEWER (Im 45' BEND INCHES BLUE TAPE WITH PIACK PERMANENTLY IMPREGNATED LETTERING SEWER FORCE MAIN SHALL BE USrn THE TAPE SHALL RUN FROM JOINT TO JOINT 22-1/2' BEND ALONG THE PfPE. B. LETTERPNH, 'CAUTION: SEWER Fnle r'� EQTAU E-VAU MAID WITH InEHTIFIj+ATIQN TAPE MAIN BURIED BELOW" OR SIMq AF 11-1/4' BEND 2�/," < CITY OF SANFORD 1999 :FIG. E: 110 PLUG OR BRANCH OF TEE , 2-1/2 II I> T ODI\ NO TES: 1, FITIItlr,S SHALL BE RESTRAINED JOINT TYPE. 2, INSTALI FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESIRAWED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHEPr TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4, IN LINT 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 DUCTH E IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: ___ _ + TYPE OF PIPE:,.._._ PVC HOPE WORY,101r, PRESSURE: _ _P.S.I,_---___T_ P.S.I. • SOIL DESIGNATION:_____,_.,_., A LAYING, CONDITIONS-.--- TO ONDITIONS:--TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE (, PVC -HDP CITY OF SANFORD 1999 FIG. 104A PYC PLPE GQI"oR WATER MAIN: BLUE TYPICAL PIPE Z' TO 8" PIPE - 6' TAPE IS CENTERED ALONG TOP HALF Or PIPE, POTABLE WATER MAIN POTABLE WATER WIN % 10" TO 18' PIPE 6' TAPE IS PLACED ALONG BOIH SIDES OF TOP HALF OF PIPE. YnIR IrITA nnwd W" xllTA YRrIIw r,rR Y1n• Ts "4 00.0E x,ri♦ wtm N•arAnf +ARS xIry rrtI•Ir ..rte w.I§ 20' AND IARGER PIPE - TAPE IS PLACED OH BOTH SIDES OF THE TDP HALF OF THE PIPE Tpr,• WInrH VARIES WITH A THIRD SIPIO CENTERED ALONG TOP HALF Or PIPE. PAYMENT (TYP.) I.1"t nt.. X'r"In•I rr.>t 'f]N+• ts!rrrtN ."" .IIT+ rx,IrA j /NEURIT ♦ATfx YIM CRIIFIC xA?4 Y,W rgrAK; ♦w"4 M••1 GRAVITY SEWER IMIAIT VArrt YAM M,NYtr ■IHR ,N,xI i mt.mr .Ilio YIM a PAPER BACKED ADHESIVE TAPE (TYPICAL) B, LETTFRING• 'CAUTION: SEWER (Im 12"�{ n Y, MAX. Fv,tmk s4rut YA♦r 1" MTAAIr YITAx wm 6 INCHES BLUE TAPE WITH PIACK PERMANENTLY IMPREGNATED LETTERING SEWER FORCE MAIN SHALL BE USrn THE TAPE SHALL RUN FROM JOINT TO JOINT 'A'HFN FLEXIBLE PAVEMENT ALONG THE PfPE. B. LETTERPNH, 'CAUTION: SEWER Fnle r'� EQTAU E-VAU MAID WITH InEHTIFIj+ATIQN TAPE MAIN BURIED BELOW" OR SIMq AF PIEL IDENTIFICATION (NOTABLE WATER) 2�/," < CITY OF SANFORD 1999 :FIG. E: 110 SQUARE CUT EDGE or EXISTIVO Tpr,• WInrH VARIES OEIPIEO AROYE THE PIPE AT A MAXIM{IM OrPH1 PAYMENT (TYP.) W/ 917C OF PIPE OPENING AND 4"x4" SUPPORT POST (TYP. FINI5H1.0 GRACIE GRAVITY SEWER A. COI OR BLUE 'AIT4 BUCK LETTEPDIr, a B, LFTTFRING• 'CAUTInN: WATCR LINT B, LETTFRING• 'CAUTION: SEWER (Im RURIro BELOW' OR SIMILAR WORDING BURIED BELOW" OR SIMILAR 'A'T)t ^ r^ 2' MIH• ASPHALTIC CONE. SEWER FORCE MAIN A, COIOR:PURPLF WITH BUCK LETTEPI4r 'A'HFN FLEXIBLE PAVEMENT D LFTTERIrfr; "CAUTInN• PFCLAlUkO WATFR B. LETTERPNH, 'CAUTION: SEWER Fnle r'� MCUT MAIN BURIED BELOW" OR SIMq AF SEE NOTE 2�/," < ANGLE WAY VARY -- WIRE SHALL BE INSTAIIED ALONG AIL % [ ITE "CITE 4 y f•„Pr , 2-1/2 II I> T ODI\ ' f FITTING •I slrrs CAN PREMOLDED PREMOLDED PLASTIC EXTENSION ROD AS 1000 P S I ` tONGRETE / 6" (TYP)yW SEE NOTE 9 U W f U N U SELECT a COMMON w b FILL m W W 4 W UNDISTURUCp / L/ tia _ n EARTH (SEE NOTE 3) NTIfES. 1 PIPE REODINQ. SFLECT COMMON FILL CrOPACTED TO 95X OF THE MAXIMUM DENSITY AS PFR AASHTO T-180 2 TPEHrH BACKFILL, CODUON FIIL COUFAC.TI'D TO 95'� Or THE MAXIuUM DEHSRTY AS PEP AA':HTO T-180. FLOWARLE FILL, 100-17.5 P.S.L, S41.1 BE USED WHERE EXISTING PAVED AREAS APE AFFECTED, SEE SECTION 32114 OF UTILITIES MANUAL FOR DE51GH MIX. 3 PIPE r?FODHa; UTIIIZRIG SELECT COVMOtJ FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TPENCHIHG DETAIL MAY PE REQUIRED AS DIRECTED BY THE CITY. 4 15" VAX. FOR PIPC DIAUFTFPS LFSS THAN 74", AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINI4UW DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE, S WATER SHALL NOT PC PERMITTED IN TffT !RCHCH DURING CONSTRUCTION, 6. ALL PIPE TO BE INSTALLED WITH DELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. HCFrR TO SF.CTI;1•+ 37 5 OF THE MANU41 FOR SHEETING, AND BRACING IN EXCAVATIONS SHALL COMPLY WITH STATE OF FLOPIDA. TRLNCH SAFETY ACT. 8 FINAL RFSTDPATInH IN 1uPPOVF0 ARFAa rHlIL BE IN COuPUANCr WITH AIL APPLICARIC RCCNLATIONS OF POYEPN110 ACENCIFS 1UPFACE RESTORATION WITHIN CITY RICHT-OF-WAY SPALL COMPLY WITH REQLRFFUENTS OF '?Ir -IIT -Or -NAY UTILIZATION REGULATIONS, R ALL U•JPAVEO DI"TURRCD AREAS SMALL PE SOODED TO MATCH ADJACENT DOMINATE GRASS SPECIES TYPE 8 BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 18" MUN -� =' _ '•`A;'/N /4 HARS AU. AROUND (MIN 2" CLEARANCE ,'' AROUND PIPEWIN} (TYP.) 1A TIC RODS INCLUDING 4" x 4' x 1/7" NUTS AND WASHERS HOT mr-r0 GALY1111ZEU I (SEE SCHFDULE BELOW) OR STAINLESS STEEL C (8" I+R:} MECHANICAL (IYP } G PLATE 1 JOINTS 04 BARS uurR;rORRED-•--i�i•h'/7f•� , /A'/w�`ti�/,/.`!/y''��.,!!�7/ `>��`�c� EAPTM I) (q'_(}" wl,) SFE TRENCH 611`0 FnR PIPE HEDr,rr ENCASE 11C RODS IN �.3" COVER - - REQUIREMENTS -1/2 PVC SLEEVE NOTES, 1. ADDITIONAL HfPIfORCEYfNTS SHALL RE AS SPECIFIED BY THE ENGI:CER, 2. MPnt1UM COUPRF1501E 5T°EN(%TH FOR CO1/:RETE SHALL BE 3000 P S 1 3 OCDf I r HA „vI1COMPACTIONLL AND SHALL. PE AS SPECIF1rD ELSEW"CPE IN THE STA,+9ARD ORAWINGS 4 ALI, CORM rtnARDS SHAH_ BC PFVO'/r0 PPIOP TO 4ACKFII t 5 NO AILO'WA,!CC `HALL P{ MArf FOR FVICTInN Of - CEN THE PIPE WALI AND TINE THRUST Cnl I AR a DFsI',tJ PPI::,sllgF•_.��.._r.s L' SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMFy SInIN3 t Pni r SIZE (DIENE$} -7T D C D Vr,rE. TIA♦UST BLOCK A•f.\S TR !E Cn.rLrrEU ON Y+�,F Or. L" Kx SR FT. SOIL R,3T e• •rn ,7., xA•tNc +„r • Ta P, crunnto xr c "rr• WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 CROUND LEVEL >t� VINYL CONTINUOUS ARNING TAPE ;ENf ,AL__L(QTESf A AIL UTILITY PIPES SHAIL TIT: INSTALIFO WITH 6 :'JCH WIDE VINYL CONTINIJOUS NON-• MFTOLIC TAPE, FOR IDENTIFICATION AND 'NAR41• G PURPOSES, OEIPIEO AROYE THE PIPE AT A MAXIM{IM OrPH1 DEPrtf OF 13 RICHES OR AS APPROVED BY THE CITY. IT SHALL DE COLOR CODED AND WORDED AS FOLLOWS OPENING AND 4"x4" SUPPORT POST (TYP. 1• POTAM E WATER 3. GRAVITY SEWER A. COI OR BLUE 'AIT4 BUCK LETTEPDIr, A. COLOR; GREEN WITH BLACK LrT1f yr B, LFTTFRING• 'CAUTInN: WATCR LINT B, LETTFRING• 'CAUTION: SEWER (Im RURIro BELOW' OR SIMILAR WORDING BURIED BELOW" OR SIMILAR 'A'T)t ^ r^ 1 VCCUI4ED WATER 4. SEWER FORCE MAIN A, COIOR:PURPLF WITH BUCK LETTEPI4r A COLOR, BROWN WITH BUCK IFrTI '-'r, D LFTTERIrfr; "CAUTInN• PFCLAlUkO WATFR B. LETTERPNH, 'CAUTION: SEWER Fnle r'� 114E BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMq AF WORDING. WORDING, 0 A 14 GAUGE COHIIHOUS INSULATID LOCATING WIRE SHALL BE INSTAIIED ALONG AIL PPrcSURIZFD VAIN$, THE WIRES SHALL BE LOOPCD AND Tit) TO ALL VALVE BOXES (SEL' FIG. Aro) 2-1/2 UTILITY PIPS WARNING TAP (SEWER, POTABLE WATER. AND REQ1_AIIMED WATER) CITY OF SANFORD 1999 FIG. 111 ONgISTU EARTH FE NOTE 1 SHFETCD TRfNr4 UNSNCFTED TRENCH I-,*-- (TYP,) 4' x a' PRECA y OPENING AND 4"x4" SUPPORT POST (TYP. FINISHED CONCRETE VAULT • GRADE 10" WIN.'0' 6' SEE ROTC 1 #4 RFOAR5 CONC. PAD -STAMP AS STAMP AS REQ'D. r/ �+ AND COVER WITH 4" MAX. ul4 (TYP ) 4 ACCESS LID, 14 '• s ! f '' • ' HANDLE r• GROUT N t 2-1/2 II I> T VALVE BOX ' f FITTING •I slrrs CAN PREMOLDED PREMOLDED PLASTIC EXTENSION ROD AS 1000 P S I ` tONGRETE / 2" VALVE (TYP) JOINT FILLER i. BE FORMED r t ,t ,/; SHEETING _•t •' r '' 2" GATE VALVE f WA5TEWATER FORCE MAIN THREADED PLUG PIPE PLUG (TYP.) APPLICABLE VAI VE 1 �rHUING SECTION = { CUT OUT AND SEAL JOINT CONCREIE :: "& ROCK DACKr•un1�H0 SI/All. HF. PANTONE PURPLE 522C, LETTERS SHALL / t l• , • • T • 2" GATE +! - /` s i t r i' n;, -art- UNDISTURBED 3000 P,51. MIN. (TO BE APPROVED SEE NOTE 2 EARTH CONCRETE ARCH „•A, .,� -SERVICE SADDLE PRF5FRVATIVE IF FORMS ARE TO REMAIN IN PLACE. T j FULL ENCASEMENT PER SPECIFICATION SItf CTE0 TRENCH UNSuFETFD T°rNCH 10" MIH R" SFE NOTE 1 MHR �� (1YP ) SNEETIq A SIRES CAN BE FORMED ,TCONt�l �O,ID P51 CRETE 6" MIN t'.I ' r-i•-� UNOISTURRED CONCRETE CRADLE NOTES: 1, (•) 15" MAX. FOR PIPE OIAUETFR LE5S THAN 24', AND 24' MAX. FOR PIPE 01AWEIV9 24" AND OYER. FOR CONCRETE ARCH, TME MIN, WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER Of PIPE. 2. "D" REFERS TO THE DIAMCTER OF 1HE PIPE. 3. 'T" REFERS TO THE THICKNESS Or THE PIPE. F AI U 4. THE NEED FOR CONCRETE ARCH MCAS N OR FULL ENCASEMENT TO E 0EITRWINCD IN THE FIELD AS DIRECTED BY THE CITY, 5. REFER TO SECTION 32 5 OF THE IINUTIES MANUAL FOR SHEETING AND BRACING EXCAVATI"IIS, 6. ENDS OF ENCASEMENT 514AIL BE rORMFD, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT QETAILS CITY OF SANFORD 1999 FIG- 102 FINIGNEO GRAOF CONCRETE BLOCK OR BRICK AND MORTAR WALL FILLING AT BOTH ENDS A4 - RESTRAINED JOINT DUCTILE , IRON PIPE Ju+ 4" MIN. 6" MIN. STEEL CASING PIPE DUCTILE IRON PIPE •- ASCAOE TYPE I ASING SPACER NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOVODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, Cr,51NG SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVFuENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPEP' BORES. 3. AS A CONDITIOIJ4L AI.iERNATE SPACER METI)D, FOUR -4 FOOT LONG, 4 INCH BY 4 INCH P`ESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE L' IE OF ONE INCH WIDL STAINLESS STEEL BANDS, HAVE A HEVEIFD IEAAING EDGE. AND ARE PLACED 90 DECREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICAII I' APPROVFD IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE 5LI'AS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CAST' G SPACERS. BORING AND JACKENG DETAIL CITY OF SANFORD 1999 FIG. 106 UNDI'TURRED SOIL (TYP.) F *.i EDGE OF TRENCH (TYP.) AREA FOR PLUG CROSS W/PL�1G GROSS W/ TWO PLUGS AREA TEE --- - WOOD BLOCKING (TYP.) " PLUREA G FOR ,TSE 1LE W PLUG AREA FOR AREA FOR 45' BEND TEE ARE 0 PLUG FOR TEE w/ WYF END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK. 2" D.I, VENT PIPE W/ SCREEN MESH W/SCREEN MESH 4' x a' PRECA y OPENING AND 4"x4" SUPPORT POST (TYP. FINISHED CONCRETE VAULT LOCATION) GRADE CAST IRON FRAME 36" SO. CAST IRON FRAME #4 RFOAR5 CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND AND COVER WITH 4" MAX. BLOCK (TYP,) RECLAIMED 17-114" ACCESS LID, 14 '• s ! f '' 20' AND LARCfR PIPE - TAT'E IS PLACED ON BOTH SIDES Or TME TOP H;1U, OF THE PIPE HANDLE TYPE OF VALVE GROUT CAST IRON 2-1/2 PAPER BACKED ADI;ESP'E VI'ffl, TAPE (TYPICAL) VALVE BOX 5- WALL (WIN.) FITTING TOP SECTION SERVICE PREMOLDED PREMOLDED PLASTIC EXTENSION ROD AS THREADED PLUG 2" VALVE (TYP) JOINT FILLER i. 2" POIY , 5" WALLS (MIN.) _•t ; +_ ,':� '' 2" PORT WITH 2" GATE VALVE . WA5TEWATER FORCE MAIN THREADED PLUG PIPE PLUG (TYP.) APPLICABLE VAI VE SADDLE PER SPECIFICATION SECTION = { CUT OUT AND SEAL JOINT 2" NIPPLE :: BLOrY5 FITTINGS SHALL BE PROTCCTFD BY POLYETHYLENE DACKr•un1�H0 SI/All. HF. PANTONE PURPLE 522C, LETTERS SHALL / t l• , ( SEE FIG. 115) WITH MORTAR FOR FORCE 2" GATE t FOST 91IHI Ir U ('fUN`lfl 2 LD N0T R(RJ.I'D P'CII i MAIN OR WATER MAIN VALVE 3000 P,51. MIN. (TO BE APPROVED SEE NOTE 2 2" NIPPLE •. „•A, .,� -SERVICE SADDLE PRF5FRVATIVE IF FORMS ARE TO REMAIN IN PLACE. T j a• PER SPECIFICATION FITTINGS AND • 24" j •)�:'P SECTION 50.5.4 PIPE FOR .:': �•: ;♦•: A.R.V. SHALL 4� - `) }.: ' •.' .` FINISHED GRADE) BE BRASS ' BEDDING ROCK B" x 16" REINFORCED CONCRETE FOOTING, (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS 94cr t ON 2 INrH COV0IHATION AIR/VACIJIJM RELEASE VALVE. CR11I GE PIPC AND FITTPJBS ACCOROINCI.Y FOR OTHER VALVr SITES AHD TYPES. VALVE S17E5 TO BE DruR-- MINED BY THE ENGPll.R ANO APPROVLO BY THE CITY PRIOR TO INSTALLATION 2, in MINIMUM DIMrNS:r,H FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4 0 FEET.' 3. ALL STRUCTUPES TO 4: TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 1999 FIG, 1 1 ?_ UNDI'TURRED SOIL (TYP.) F *.i EDGE OF TRENCH (TYP.) AREA FOR PLUG CROSS W/PL�1G GROSS W/ TWO PLUGS AREA TEE --- - WOOD BLOCKING (TYP.) " PLUREA G FOR ,TSE 1LE W PLUG AREA FOR AREA FOR 45' BEND TEE ARE 0 PLUG FOR TEE w/ WYF END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK. ALL LETTFRS 2" IN HEIGHT W/ SCREEN MESH CONC. PAD (FLUSH OPFNING AND 4"x4" WITH 3/4" SPACING BETWEEN ROWS WITH FINISHED GRA.0E) BELL SHALL NOT INTERFERE 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC CAST IRON FRAME TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 RFOAR5 CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE BLOCK (TYP,) RECLAIMED TRENCH WIllTH OPFPATOR 14 '• s ! f '' 20' AND LARCfR PIPE - TAT'E IS PLACED ON BOTH SIDES Or TME TOP H;1U, OF THE PIPE HANDLE TYPE OF VALVE paF11 . CAST IRON 2-1/2 PAPER BACKED ADI;ESP'E VI'ffl, TAPE (TYPICAL) VALVE BOX 5- WALL (WIN.) FITTING TOP SECTION SERVICE :; ., • EXTENSION ROD AS THREADED PLUG REQUIRED DIRECTION & N0, �! r' THRUST BLOCK ---I_,PT , ; :. r n TURNS TO OPEN ; +_ ,':� 2' BRASS PIPE 'a 2" GATE VALVE +',,:4� •;� WA5TEWATER FORCE MAIN OR WATER MAIN TO UNDISTURBED MATERIAL. APPLICABLE VAI VE SADDLE PER SPECIFICATION SECTION 50 5 4 NUT" ANO ROLT5 SHALL NOT BE COVC140 BY THRUST BOX AND COVER 4't ,•► BLOrY5 FITTINGS SHALL BE PROTCCTFD BY POLYETHYLENE DACKr•un1�H0 SI/All. HF. PANTONE PURPLE 522C, LETTERS SHALL / t l• , ( SEE FIG. 115) `' E4r,P1frPINO [SPADE REFLECTIVE MATERIALS SHALL BC USED :4�7 /l FOST 91IHI Ir U ('fUN`lfl 2 LD N0T R(RJ.I'D P'CII THRUST BLOCKS AS REQUIRED ANCHORS 3000 P,51. MIN. (TO BE APPROVED CONC. MIN. TO SUIT THE SPECIFIC FITTING ARRANGEMENT. BY CITY) THE CITY APPPOVED ENGINEERING PUNS AND/OR AS APPPOVED UY VALVES 16 INCHES AND LARGER PRF5FRVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6" TK. CONC. PAD 6 ALIT'IRO�T BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS FIG. 114 • 24" (FLUSH WITH COII^.RETE 15 USED AND CITY HAS APPROVED A SHORTER FINISHED GRADE) #4 RFHARS ALL AROUND A •• 24" i •• A i .F +• t+ •y+ APPLICAPLE VALVE ; ' •. •A ti. BOX AND COVER 4 (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL, CITY OF SANFORD 1999 FIG. 107 CONrPFTC VAULT 36" 5n 17-1 / 4" 4" MAX, 4 x f' PF CA r. w• PREMOLDED PLASTIC--- JOINT rILLER PIPE PLUG (TYP.) 2" NIPPLE 7' GATE VALVE 2" NIPI'LE 2" 90' BEND s , a1?-� 6" BEDDING ROCK 8• x 16' REINFORCED CONCRETE FUOTING, Z' 0.1. VENT PIPC ALL LETTFRS 2" IN HEIGHT W/ SCREEN MESH 4' 6" OPFNING AND 4"x4" WITH 3/4" SPACING BETWEEN ROWS S(IPPORT POST(TYP. BELL SHALL NOT INTERFERE LOCATION) UNDISTURBED CAST IRON FRAME 6 �- ANO COVER WITH EXISTING/ ACCESS UD. PROPOSID ,-GROUT PAVLMENT FINISHED GRADE BLOCK (TYP,) RECLAIMED TRENCH WIllTH OPFPATOR 20' AND LARCfR PIPE - TAT'E IS PLACED ON BOTH SIDES Or TME TOP H;1U, OF THE PIPE HANDLE - 2' VALVE (TYP.) THRUST CAST IRON EDGE OF PAPER BACKED ADI;ESP'E VI'ffl, TAPE (TYPICAL) VALVE BOX 5- WALL (WIN.) FITTING TOP SECTION - 2" PORT WITH T-�. -mac•-� _i FOR SEWFO LulrS - TAPC a'A1L, ETF CPIr4 WITH BLACK LfTTrRRir, -� EXTENSION ROD AS THREADED PLUG REQUIRED SEE NOTE 3 ALL FORCE-MA11�ND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE THRUST BLOCK ---I_,PT , 2" 90• Brim 2' NIPPLE 2' UNION (SEWER - FORQE MAIN AND GRAVITY) 2' BRASS PIPE CITY OF SANFORD 2" GATE VALVE U4On41IP131-0 WATFRIAL WHERE TRFNCIf WAIL HAS BEEN WA5TEWATER FORCE MAIN OR WATER MAIN TO UNDISTURBED MATERIAL. SERVICE SADDLE PER SPECIFICATION SECTION 50 5 4 NOTES: 1• AHnVF OFTAII IS BA',EO ON 2 BICM COMDINATION AIR/VACUUM PFIEASE VALVE, CHANGE PIPC AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LANOtt. 2 THE WI11M114 DIMFIISIOH FROM F.LDOW INVERT TO FINISHED GRADE SHALL BE A.0 FEET. 3, THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REO'D) ALL LETTFRS 2" IN HEIGHT GRAVITY SEWER. 501.10 LNIHT GREEN 4' 6" DENDS WOOD FORM BOARDS BEHINDEDGE WITH 3/4" SPACING BETWEEN ROWS OF CROSSCUT BELL SHALL NOT INTERFERE 4" TO 8"' PIPE - 6" TAPE IS m,TFRFO ALONG TOP HALF OF PIPE UNDISTURBED WITH JOINT (TYP.) 6 SOIL (TYP.) 10' TO 10' PIPE - 6"TAPE IS Pt ACED ALOW, BOTH SIDES Or TOP NAI F OF PIPE CONCRETE THRUST j i' �, . •., BLOCK (TYP,) RECLAIMED TRENCH WIllTH 11--1/4' BEND 20' AND LARCfR PIPE - TAT'E IS PLACED ON BOTH SIDES Or TME TOP H;1U, OF THE PIPE WITH A THIRD STRIP CENTFPFO 41046 TOP HALF OF PIPE. THRUST :� t,' = EDGE OF PAPER BACKED ADI;ESP'E VI'ffl, TAPE (TYPICAL) TRENCH FITTING THRUST BLOCK (TYP.) T-�. -mac•-� _i FOR SEWFO LulrS - TAPC a'A1L, ETF CPIr4 WITH BLACK LfTTrRRir, -� MIN AREA (SQ. FT.) FOR SENFR FORCE MAIN - TAPr I'MAIJ_ BE BROWN WITH BLACK LrrtERIHG CONCRFTE ALL FORCE-MA11�ND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE THRUST BLOCK HIS , NOTES, 36" (MAX) (SEWER - FORQE MAIN AND GRAVITY) 1. THPII"T B(nrK HEARING AREAS SHALL HE POURED AGAINST CITY OF SANFORD 1999TIG, U4On41IP131-0 WATFRIAL WHERE TRFNCIf WAIL HAS BEEN DIST:IPPED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. _ R •♦• o o _ •.•.• _ NOTES 2. EXTD10 NIPOST RIOCK FULL LENGTH OF FITTINGS. JOINTS, PTu;4T Or .IrN •AvL DFPENn ON LOCATION AND R1PV^IlNP14r, NUT" ANO ROLT5 SHALL NOT BE COVC140 BY THRUST VISIRI E 10 THE P"AUC BLOrY5 FITTINGS SHALL BE PROTCCTFD BY POLYETHYLENE DACKr•un1�H0 SI/All. HF. PANTONE PURPLE 522C, LETTERS SHALL FILM (8 MIL•) PRIOR TO PLACING CONCRETE THRUST BLOCK, 3 E4r,P1frPINO [SPADE REFLECTIVE MATERIALS SHALL BC USED 3. RQUnII ULnCKING FORMS SMALL HE USED ALONG SIDES OF FOST 91IHI Ir U ('fUN`lfl 2 LD N0T R(RJ.I'D P'CII THRUST BLOCKS AS REQUIRED ASTM A-123 P " OC I Hl�rn A WI 4 T 1 l LKS 51 l.L n£ USED IN COMBINATION. TION, AS REQUIRED MOUNTING HAV)WIPE SHALL 8E STAINLESS STEEL, 5 TO SUIT THE SPECIFIC FITTING ARRANGEMENT. THE CITY APPPOVED ENGINEERING PUNS AND/OR AS APPPOVED UY 5, ALE WQ00 BI,OCKPIG SHALL 0E PRESSORE TRFATED WITH THE VPUTIFS DIRrcloR. PRF5FRVATIVE IF FORMS ARE TO REMAIN IN PLACE. CITY OF SANFORD 6 ALIT'IRO�T BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS FIG. 114 BE,OPE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH COII^.RETE 15 USED AND CITY HAS APPROVED A SHORTER PEPIOD11 THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1038 SgfDIRE FOR TItfNSr BLOCI( A(iFAa • Cr[ 10 p Xt-7/2 I I-1/� TWEE mcll o� 1�m afro Nva ro (1v m aim �o 4 ro u ARYR Ro.,ax►tE'�"'ilt'Ie+�1tllsw • 10 IS rA1!'RT11a K LIAxUR PVC PIPE COLORS ALL LETTFRS 2" IN HEIGHT GRAVITY SEWER. 501.10 LNIHT GREEN 4' 6" FORCE MARY SOLID LIGHT GREEN WITH 3/4" SPACING BETWEEN ROWS TYPICAL PIPE 90' BEND 4" TO 8"' PIPE - 6" TAPE IS m,TFRFO ALONG TOP HALF OF PIPE tFWER LINE SEWER LINE / 10' TO 10' PIPE - 6"TAPE IS Pt ACED ALOW, BOTH SIDES Or TOP NAI F OF PIPE ," t .,♦n r.A n«" CYT 04 j i' �, . •., RECLAIMED 11--1/4' BEND 20' AND LARCfR PIPE - TAT'E IS PLACED ON BOTH SIDES Or TME TOP H;1U, OF THE PIPE WITH A THIRD STRIP CENTFPFO 41046 TOP HALF OF PIPE. PLUG OR BRANCH OF TEE n.-. wr ri'rr• Iwo mrx a"r j PAPER BACKED ADI;ESP'E VI'ffl, TAPE (TYPICAL) WATER Rwf MAX c•<x frlrT 1" ,rm tr,c' �-• 6" T-�. -mac•-� _i FOR SEWFO LulrS - TAPC a'A1L, ETF CPIr4 WITH BLACK LfTTrRRir, -� FOR SENFR FORCE MAIN - TAPr I'MAIJ_ BE BROWN WITH BLACK LrrtERIHG TAPE SHALL RUN FROM JOPIT TO JOINT ALONG THE LE"GTH OF THE PIKE. ALL FORCE-MA11�ND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE 1 1/z' HIS , PIPE IDENTIFICATION 36" (MAX) (SEWER - FORQE MAIN AND GRAVITY) CITY OF SANFORD 1999TIG, 108 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). ■ ALL LETTFRS 2" IN HEIGHT PE SIZE. 4' 6" 8" 10" 12" WITH 3/4" SPACING BETWEEN ROWS 1f" 18" 20" 24" 90' BEND 1H IRRIGATING WITH 1 I/4" RECLAIMED 11--1/4' BEND PLUG OR BRANCH OF TEE 12" WATER DO NOT DRINK 1 1/z' , 36" (MAX) 0 0 Y _ R •♦• o o _ •.•.• _ NOTES 1 PTu;4T Or .IrN •AvL DFPENn ON LOCATION AND R1PV^IlNP14r, LANOSrAPC PLAINT TYPES IN ALL CASES, THE SIGN SHAIL PE VISIRI E 10 THE P"AUC 2 DACKr•un1�H0 SI/All. HF. PANTONE PURPLE 522C, LETTERS SHALL HE WNIIE 3 E4r,P1frPINO [SPADE REFLECTIVE MATERIALS SHALL BC USED 4 FOST 91IHI Ir U ('fUN`lfl 2 LD N0T R(RJ.I'D P'CII }{NrRE RAR OR HILLET STEEL, HOT DIP GALVANIZED PCR ASTM A-123 5 MOUNTING HAV)WIPE SHALL 8E STAINLESS STEEL, 5 SR'41 SHNII fir P;ACE) DY THF COHTPA{TOR IN ACfncp41r^[ WITH THE CITY APPPOVED ENGINEERING PUNS AND/OR AS APPPOVED UY THE VPUTIFS DIRrcloR. ER CLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 114 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). ■ DIP: CL350 PE SIZE. 4' 6" 8" 10" 12" 14" 1f" 18" 20" 24" 90' BEND 45' UFNO 22-1/2' BEND 11--1/4' BEND PLUG OR BRANCH OF TEE 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 ABLE. T 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 OUTSIIIE LIVITS 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 OUTLPIED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE' AS PUBLISHED BY DIPRA, WITH THF. FOLLOWING ASSUMPTIONS: ► TYPE OF PIPE-_ _ DIP e WORKING PRESSURE:_�._•_,_P.S,I• « SOIL DESIGNATION:- -- LAYING CONDIT IONS:r._�_.� • TO BE COMPLETED BY THE ENGINEER 6. FOR HOPE PIPE OR PIPE ENCASED IN POLYETHYL ENE, 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 PANYUNE PURPLE 322C TYPICAL PIPE 2" TO 8" PIPE - 6' TAPC 15 CENTERED ALONG, TOP HALF OF PIPE RFc1 AIWE0 WATER MAW RFCLAtuED WATER MART 10' TO 18" PIPE - 6" TAPE 15 PLACED ALONG BOTH SLOES Or THE TOP HALF OF PIPE. 20' AND LARC,CR PIPE - TAPE. IS PLACED ON DOTH 51DES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HAIF OF PIPE--- i PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL} t7. •,• ••"A .b,..,, «•.. 1 • w,..Ye rn,w, 6 INcHrs IMrRCGNATEO LFTTrPIIIG SHAIL BE U5ED TNF 14PF SHALL RU FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE HTS PIP D NTIFICATION (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. ' CITY OF SANFORD UTILITY STANDARD DETAILS DA -ml 9991- 9 9 APPROVED M. CRUMPTON PE D ET00 r,6n4aaaggltZi� naognaannn oaannpaggaa quo a man at) SMR can aaa nua mooaaagnonaU apagonomm4 nanoaaaa aElgagn SEWER none aaaaaaao , annooannoa naangnaaaa ngnaaaLTtl aaa a13a WATER qqa aanaomannoaan aunamanonm anoaaoan clagUaa POTABLE WATER NOTEL APPLY TWO COATS OF EXTERIOR ENAMEL. PAINT: PURPLE - RECLAIMED WATER GREEN -• SEWER BLUE •- POTABLE WATER TYPICAL, YALYE B,_.OUCOYER 1911AA1ILS CITY OF SANFORD 1999 FIG. 1) 5 SET TOP OF YALVtC BOX AT FINISHED GRADE FINISHED ORADE -->� 9i~E NOTE 2 - ---- M,J, PLUO VALVE CONTINUOUS COLOR CODED 14 GAUGE WASTEWATER FORCE MAIN COVER (SEE FIGURE 113) CONCRLIC PAD - (IN SEENFIGURE 107) ADJUS'T'ABLE CAST IRON VALVE BOX BOX SHALL REST ON -BEDDING ROCK, NOt B ON VALVE OPIPE AND SHALL HE: CENTERED ON OPERATING NUT b" BEDOIND ROCK NOi'E% I 1. PYC EXTENSIONS MAY BE U3E9 ON YAL.YE 8OX INSTALLATION, 2, THE ACTUATING NUI' FOR DEEPER VALVES $HALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. -L 9 Vhf ANP 0-DETA I CITY OF SANFORD. 1999 FIG. 203 • - Irl'[ vnnt �• e11,YNd1 3' M 14. ' 1 1 1 / WALHCU L r eErrER MAIN ' LA% MIN. wN%i•`L�1� 012E VASM /.1mIHIAI. d' IMAX.6. 4d' ' •' a LEI Ll . t NOTATE -"�� dEMp Al RSOUIRLD FOR 4 aER•A10E C4EA11-out 7P1I110 LIIK ECprICE (6' klN.) pTP.t E[ TE 1) AS MUIRED FOR (SNO ' 1 } � 7" •IIIir•• Ir � 1•I•IYI•Y11 1 •SILL 1.1'••, 3ERY11)E • :♦11•'1 1 •• y'f� 1 I, •� e•r• IjY 1 r 1 : ' 11•••.1 111 1 ��,1111+1 • 1Y1• .+1•••Y•1'1.1rY• 90' BEND � I 1 1 • •yY• / • THE ENGINEER ANO StMICE •I iY••1•• �•1' • NOTES: 1•. Iy.1.1.111•� 1. UIIE 2. SERYI4E MAH -OUTS 51I&" K INSTALLED AT TIME RF 4UILUINO GONStRmION TrW,& UXAT" OF BY THE CONTHACtOR. S. CITY APPROYEO ELECT99HIC LOCATING OEYIL'E SHALL BE INSTALLED LOCATOR DEVICE -FIgIld AT THE ENO OF EACH SERVICE STUB--OUt. �. �, 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES k NON-RE310001AL SERVHCES SHALL 4EllD R -z FOR TEACH LOCATORO 1`11C STIJBOUT R(SEECSECTN SHALL34 OF THE UTILLTICSS DJACENTMANUAAL)- SANITARY SEWER LATERAL DETAIL sclIODE 4YEAN•OUT 111 / (SEE N= 1) M •+.1 r'J 11•IY ♦ r 1• ♦ •Y•1♦1. • 1 •'.I1 •• 1 1• 1 •It .•.r.:il `y 'I�•• If 1. •YY • �1 II �1+ 1 ♦ 11'''11111 FYI•. i IIr�.. +•'r♦IY.Y r1 •y11 1 ILEI♦I •. r♦♦ i 1 r r - 11 •Y.IY1 •1• 11 i 1• ri ♦ i1 -I• I .•••.}•. r'r r♦1Y 1rY/� r Y,••••Yr1.1 II IY' y Iy1.1 • 1 • tr4 t . Y i• Iyl'IIy11 1 •IIYI+Y� #I f r1 . �1 Y IVY i1 Y11' I I .1. .1. ..•r I... �1`/. d. � I5 • r•••Ir11'II♦1 1�1.11y lrrr♦• 1 • , �iN♦ I Ir♦Y+.I♦ i �,� Ir YYI•T 1.I.•l.I:�•�• i . •dY 14•u1« �� / • 1 IY • 1 ILEI �+♦ •Y1Y1•r• 1 , y� 1 ♦r ♦ • 1.1•• 1 Y /' r11•} ♦I ,.�•• rOI I Y•.II YII •YI 11♦141.1 I Y+• , r � I• Y IY •.•'+,••i•I..!.. , i ♦ Dc�. (I II 1• FYI' 1♦•.1 ! i• •. } ••1Y. �I .•11 f 1 •IVY II YI+I• 1111}: .• -3000 P.S.14 1~ 12UTER1Slox 12 L12 g" CONCRETE 6 Ix` 20' MAX. QQI�SLE.�W#NG GATE qE?AIL NOTES: 1, TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COAT11t0, CHAIN 1.1HK F'EMCE..DETAIL CITY OF SANFORD=1 I1999 FIG. 304 S" BLACK STEEL MIN. CONC. FILLED, PRIMED AND AAI TED OSHA q YELLOW (2 COATS) 1 - ''r FINISHED GRADE o r„ ; �. r • �Ir� 24' DIA. MIN. I 3000 PSI CONC. . r 4. 14 ,4A ''• ii• y NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLAB CITY OF SANFORD 1999 FIG. 115 LOT - Irl'[ vnnt �• e11,YNd1 3' M 14. ' pp ��ppy JOINT SIU! S LMC WALHCU L r eErrER MAIN ' LA% MIN. wN%i•`L�1� 012E VASM /.1mIHIAI. d' IMAX.6. 4d' ' •' YE WITH . t NOTATE -"�� dEMp Al RSOUIRLD FOR 4 aER•A10E C4EA11-out 7P1I110 LIIK ECprICE (6' klN.) pTP.t E[ TE 1) AS MUIRED FOR (SNO (ECC IIOfE i) 7" N 3ERY11)E p� lo'y SQULTU1 - P[AMAA r ma (TSP) : ' 90' BEND Sclirrc[ CLEA4.OUT MUSLE ERE- WJT THE ENGINEER ANO StMICE (4a: NptE s) LAT' NOTES: 1. UIIE 2. SERYI4E MAH -OUTS 51I&" K INSTALLED AT TIME RF 4UILUINO GONStRmION TrW,& UXAT" OF BY THE CONTHACtOR. S. CITY APPROYEO ELECT99HIC LOCATING OEYIL'E SHALL BE INSTALLED LOCATOR DEVICE -FIgIld AT THE ENO OF EACH SERVICE STUB--OUt. �. �, 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES k NON-RE310001AL SERVHCES SHALL 4EllD R 5. FOR TEACH LOCATORO 1`11C STIJBOUT R(SEECSECTN SHALL34 OF THE UTILLTICSS DJACENTMANUAAL)- SANITARY SEWER LATERAL DETAIL sclIODE 4YEAN•OUT .PLM FIG. 204 (SEE N= 1) CONCRETE SET COVERS FLUSH IN PAYED AREA! 4 AT ELLYAT1411S SHORN IN UNPAYED AREAS. MOWEL41NISHEO DONCItE[E BENCHING SEE MANHOLE CONNECTION DETAILS • MANHOLE FRAME h COVER (SEE Fm URE 202) •FRAME4 IIEODED IN MORTAR . COURM or a (MIN') COMES (WAX.) 4 INSIDE x ppOU7551DE�WALL JOIrf1 °DURFACEq PER SPECIF TXM (FET; HOT£ 6) f1M9HSp PILLETS 3' M 14. ' pp ��ppy JOINT SIU! S a •, tYC �-'fLGPc T4 P qlm p AT WALHCU L r ' ' { '' ' LA% MIN. wN%i•`L�1� ENCHIN4 PER 7PMCIFTCATT3NS /.1mIHIAI. ' •' TDD NAL 1xrIH . t NOTATE -"�� A' PYO Al RSOUIRLD FOR D[PTr! SO (TYT.) 7P1I110 LIIK ECprICE (6' klN.) pTP.t E[ TE 1) AS MUIRED FOR (SNO $MR MAM . 3ERY11)E p� lo'y SQULTU1 - : � 90' BEND 1FHCLE MUSLE ERE- WJT THE ENGINEER ANO StMICE M. 'A" APPROVED>nTHECLTT.4- ;;9 NOTES: 1. INVERT Of LATERAL SHALL NOT ENTER ,SEWER 00 BELOW 3MNG UNE 2. SERYI4E MAH -OUTS 51I&" K INSTALLED AT TIME RF 4UILUINO GONStRmION BY THE CONTHACtOR. S. CITY APPROYEO ELECT99HIC LOCATING OEYIL'E SHALL BE INSTALLED h -FIgIld AT THE ENO OF EACH SERVICE STUB--OUt. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES k NON-RE310001AL SERVHCES SHALL OE 6 INCHES IN DIAMETER AS A MINIMUM. 5. FOR TEACH LOCATORO 1`11C STIJBOUT R(SEECSECTN SHALL34 OF THE UTILLTICSS DJACENTMANUAAL)- SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1999 FIG. 204 CONCRETE SET COVERS FLUSH IN PAYED AREA! 4 AT ELLYAT1411S SHORN IN UNPAYED AREAS. MOWEL41NISHEO DONCItE[E BENCHING SEE MANHOLE CONNECTION DETAILS • MANHOLE FRAME h COVER (SEE Fm URE 202) •FRAME4 IIEODED IN MORTAR . COURM or a (MIN') COMES (WAX.) 4 INSIDE x ppOU7551DE�WALL JOIrf1 °DURFACEq PER SPECIF TXM (FET; HOT£ 6) 4•-�D' 3' M 14. ' pp ��ppy JOINT SIU! S OL�ED ptA3YAi: J� HT SEALER NI WALHCU L r ' ' { '' ' - INFLUENT SEWER wN%i•`L�1� ENCHIN4 PER 7PMCIFTCATT3NS 71' D ' •' . t BERREPt11GYf a OF YERTIGLL PIPE D) REINFORCEMENT AND JOINT . p� lo'y SQULTU1 - : MAIL TO BE OE510E0 BY 90' BEND l ERE- WJT THE ENGINEER ANO STANDARD DROP KTAIL b• MIM. APPROVED>nTHECLTT.4- ;;9 OEWHG ROCK Y MIN. COliQRCTC ITASE 4AEE TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A ERODUCTS AND MATERIALS: A. C10E. PIPE SHALL BE SCHEDULE 40 PVC VXVENJ WELD PIPE FQNFORMINO TO ASTM 01744 AND 017M B. EQT1N-4#. FITTINOS SHAIL df OF THE DRAIN WASTE AND VENT TYPE WRH SOL- Y►W WELD CONNECTIONS. FI11111OS SHALL CONFORM TO ASTM FSA 02466 AND W056. C. L'YC CR.fmlm mIER AND LR UE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELL AND CONFORI4 t0 ASTM DESIONATION 02364. INSTALLATION DETAIISt IU.U5TRAUD OELOW ARE SPECIFIC DETAILS FOR THE IM-ATALSATiON Of THE NEW SANITARY $MR LATERAL SOLI CONNECTION TO THE VACUUM SEWER $"YEN. I�"rrwT-rZ n.c "r1 t�ltt I1CIIAE iTdL iRt) a' M MMcq IIIA-•p,i rAd / fff �.,, (oaN 10 PYLy TI011r.11: Err rAGV4y fuM TYPICAL„ SERVICE CROSS-SECTION 4' DIA V LONG SP00L• PIECE WITH 1/4' STAINLESS STEEL MESH TRASH GUARD 9D' BEND 10. $ENO 4' PVC RISER 4" PVC C.O. THREADED CAP STRUCTURE 4W SENO TEE 0.W.Y• • WYE 4" SCH 40 PYC C. CLE'„IN-OUT DETAIL VACUUM,SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 7FIG. 205 PAIN`S' "AIN U multi ' I lWrN THICKNESS (INCHES) DIAMftER HEHIHT ( MATERIAL MANUFACTURER INCHES 4e -•s3 54-5'7 46-60 61 -di 67-72 NOT M 1• MAINUAL f�OR MANHOLE DIAMETERSIZE R4SEWERS 2,C. 4ARGER 1NAN 242• 20.43 Of ILLS 2. DROP CONNECTIONS ARE REI}UIREO WHENEVER INVERT OF INFLUENT SEWER 13 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. 'SEE MANHOLE CONNECTION DETAILS. D. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTWATIVE. 4. EACH BENCH WALL SHALL 9E A MINIMUM Of a INCHES LANG FROM THE WALL of THE MANHOLE TOWARD THE CENTER. 0. MANHOLES RECCIVIHO FORCE MAIN DrSCHAM SHALL HAVE AN INtERNM LIER AS SPECIFIED IN SECTION 42.7.7 OF THE U11UtIE3 MANUAL, TYPICAL_ MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 2008 14-3/4' 4-•1/14" NIBCO 3' 0" 90' STREET ELL 1e• I COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD 1999 FIG. 206 WANH •i' WALL COLLAR ENCASED IK NON-50AINK OMIT FLUSH WITH MANHOLE PYC OR OIL' WALL (3EE NOTE 2) SI'ECIALL OCTAL FOR Ut4' DIAMETER PIPE AND LARDER MANHOLE WALL t MNOOS LESS SICEL P R STAINLESS STEEL .: r' •. t i f l� . PIPE CLAMP 'r'{r 'r•'"' RESILIENT CONNECTOR STANDARD PRECAST" MANHOLE PIPE CONNECTION Non%, 1. DROP PIrE ANO Flnmm Stall. 11E of EQUAL 311E AND MATERIAL AS THE INFLUENT' SEWER. 2. THE CITY MAY AU'PNOYE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24' LNAMEIER PIPES AND LARGER. 3. AN OUTSIDE DROP C2NNECTM SHALL BE REQWRED fOR ALL INFLUENT WHICH HAVE AN INVERT 24 OR MORE ADM THE OUIFIAW PIPE INVERT. MANHOLE CgHNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 TEE WALHCU L r ' ' { '' ' - INFLUENT SEWER (SEE NOTt 3) ' •' . t _CQ ell OF YERTIGLL PIPE ; AS REQUIRED : (SERE 1401E 1) 90' BEND l 4 STANDARD DROP KTAIL WANH •i' WALL COLLAR ENCASED IK NON-50AINK OMIT FLUSH WITH MANHOLE PYC OR OIL' WALL (3EE NOTE 2) SI'ECIALL OCTAL FOR Ut4' DIAMETER PIPE AND LARDER MANHOLE WALL t MNOOS LESS SICEL P R STAINLESS STEEL .: r' •. t i f l� . PIPE CLAMP 'r'{r 'r•'"' RESILIENT CONNECTOR STANDARD PRECAST" MANHOLE PIPE CONNECTION Non%, 1. DROP PIrE ANO Flnmm Stall. 11E of EQUAL 311E AND MATERIAL AS THE INFLUENT' SEWER. 2. THE CITY MAY AU'PNOYE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24' LNAMEIER PIPES AND LARGER. 3. AN OUTSIDE DROP C2NNECTM SHALL BE REQWRED fOR ALL INFLUENT WHICH HAVE AN INVERT 24 OR MORE ADM THE OUIFIAW PIPE INVERT. MANHOLE CgHNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 h � r o� +» fill o�OD a Gooj Goo UU ,o �16NQARD At CITY OF SANFORD 1 ____ T 1999 FIG. 207 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER SANITARY' OR WATER AIR RELEASE" 'SEWER AIR REI FA'gF'AD 'srnRU WATL•A'Y AS APPLICABLE ALL COVERS 1- "•�• OR EQUAL. t PIAN "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1--1/2" MIN. %--MANHOLE FRAME: USF '227" INLET FRAME: USF "1193" OR EQUAL. ELEVATION STANRAR MANHOLE.,... FRAME ANDCQYE CITY OF SANFORD 1999 FIG. 202 4" THICK 3000 PSI CIDNCRETE $LAD TO WITHIN 3""OOf FENCE CHAIN UNK fE CN E PER SECTION 22.3.10 AND 44.0 of E MANUAL (SEE FIGURE J 41 3/4" IRRIGATION METER �e * �t a R/W LIMITS OF TRACT TO BE DEDICATED TO CITY Of SANFORD RTU ANTENNA WW1• SLE IRRIGATION SYM (TYP) CONTROL PANEL ' (SEE FIOURE 301) 1" WATER SERVICE 10' WIO HOSE BIHB W/BFP DEVICE CONCRETE W SIDEWALK 2 -- 0' INO OATS L �^---• BACK OF CURS L. STREET 60H 3/4" POTABLE C/L "• PU9L.IC R/W WATER METER RECLAIMED WATER MAIN • THIS DIMENSION SHALL UH: EQUAL TO THE DEPTH OF THE W WET WELL, NOT£Y: DETAIL 1- DRIVEWAY AND APRON SHAM. 4E MIK (1) INCH TNRM 3000 P.3.1, CONCRETE. 14 POWER TO THE PUMP STATION SHALL K THROUGH UNDEROROUNG CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING $HALL 4E REQUIRED AROUND PEMMETER Of FENCF. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPINO. RECtAUMtEO WATER %NAL. BE USED WHERE AYAILAOLE S. ENGINEER 3HALL PROVIDE A SCALED (1" w 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 4. THE DEVELOPER SHAM, RE RE3PONSIFU FcM ALL UTIIJTY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT tS ACCEPTED 4Y THE CITY. -EUMP STATION TYPICAL Sl7lRA 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. __S ETQQZ CITY OF SANFORD UTILITY STANDARD DETAILS DA -m 1999 APPROVEO M. CRUMPTON PE I]( vow h -FIgIld h � r o� +» fill o�OD a Gooj Goo UU ,o �16NQARD At CITY OF SANFORD 1 ____ T 1999 FIG. 207 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER SANITARY' OR WATER AIR RELEASE" 'SEWER AIR REI FA'gF'AD 'srnRU WATL•A'Y AS APPLICABLE ALL COVERS 1- "•�• OR EQUAL. t PIAN "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1--1/2" MIN. %--MANHOLE FRAME: USF '227" INLET FRAME: USF "1193" OR EQUAL. ELEVATION STANRAR MANHOLE.,... FRAME ANDCQYE CITY OF SANFORD 1999 FIG. 202 4" THICK 3000 PSI CIDNCRETE $LAD TO WITHIN 3""OOf FENCE CHAIN UNK fE CN E PER SECTION 22.3.10 AND 44.0 of E MANUAL (SEE FIGURE J 41 3/4" IRRIGATION METER �e * �t a R/W LIMITS OF TRACT TO BE DEDICATED TO CITY Of SANFORD RTU ANTENNA WW1• SLE IRRIGATION SYM (TYP) CONTROL PANEL ' (SEE FIOURE 301) 1" WATER SERVICE 10' WIO HOSE BIHB W/BFP DEVICE CONCRETE W SIDEWALK 2 -- 0' INO OATS L �^---• BACK OF CURS L. STREET 60H 3/4" POTABLE C/L "• PU9L.IC R/W WATER METER RECLAIMED WATER MAIN • THIS DIMENSION SHALL UH: EQUAL TO THE DEPTH OF THE W WET WELL, NOT£Y: DETAIL 1- DRIVEWAY AND APRON SHAM. 4E MIK (1) INCH TNRM 3000 P.3.1, CONCRETE. 14 POWER TO THE PUMP STATION SHALL K THROUGH UNDEROROUNG CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING $HALL 4E REQUIRED AROUND PEMMETER Of FENCF. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPINO. RECtAUMtEO WATER %NAL. BE USED WHERE AYAILAOLE S. ENGINEER 3HALL PROVIDE A SCALED (1" w 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 4. THE DEVELOPER SHAM, RE RE3PONSIFU FcM ALL UTIIJTY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT tS ACCEPTED 4Y THE CITY. -EUMP STATION TYPICAL Sl7lRA 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. __S ETQQZ CITY OF SANFORD UTILITY STANDARD DETAILS DA -m 1999 APPROVEO M. CRUMPTON PE I]( SET TOP OF VALVE BOX TO FINISHED ORAOE FINISHED GRADE ---�, SEE NOTE 2 RESILIENT 5F.AT---�.� M. J. GATE: VALVE WATER MAiN `CONTINUOUS COLOR CODED 14 GAUGE INSULATES? COPPER LOCATING WIRE COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT BEDDiHO ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. TO WIT IN ACTUAT4NFoolTDEPTHFOR OBELOW FI ISEEPER HED GRADE SHALL � EXTENDED 3. CONTRACTOR SHALL PROVIDE' THE CiTY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. DAH YALYE AND M QETAN. CITY OF SANFORD i 999 FIG. 400 2 INCH H SEL A(j1�, SSE1AW NOTES: 1, ALL SUPPLIED TTYHS COTNTkFAt4. LADOR. AND APPURTENANCES SHALL NE R. 2. SGHEIOULt b0 A1IYANZErD STCt1iNQK AE3FMWURItBOH0AI1 HE THREADED 3. AV- PiPE ANO FITTINOx THREE (3) INCHES AND LARDER 1111ALL BE RESTRAINED JOINT DitOTILE IRON PIPE. ABOVE GRADE JOIN" SHAD- ITE FACTORY-•FIANOED. (F10URL: 0000), 4. Y&VES SHALL BE CHAINED CLASED.(FIOURE WO) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIOURE 5000)- 0. THE AHDEBNTIRK LACK SSEME IIHALL ER USESAiNTED SAFETY OLD RED POR FiRE PROTECTION UIE3 7. A GATE YALYE 3HA1.L. SE IHSTA11.ED AT THE A33EMBL.Y/S COHNECTIDN POIt{T TO THE MAIN. (091)RE 5009) CITY OF SANFORD 1999 FIG. 5 TEMPORARY JUMPER CONNECTION NOTES: I, A temporary Jumper oonnwNon is m4uttsd of all evnnoolions b+lw"n oelttinn active water mala and prop"ild non water main knprmxrwMl. L Tie deice obtn+ Is i• 0 u»d ser IHfing 4" naw water main of any *110 from oAlounq aonve water mains and for fluehln9 of new mama up to A INDIES IN DIAMETYR (2.5 FP"Inimum vocally) and for pulHne baoiufologlnol samillos from any new +rater main of any •Lxa, The Jumpar tonnok an *hall be mafnfutnod uhtR atter tilling. flushing, tergn9 ono dlslnteatlon of the noir mrin hat bon tuoanffulTIyy 410=1144 and alsaranos for u►t from the FIONO Department at tndroanwrial Proiedtsn (TDEP) and other pvMnsnt aganulee heva been roeatrs4. The Jumper oanneotion shun also be u4r4 to maintain a minimum pproaeura at 20 Pet In the nen mnlns offer dlth400if" n and unitl the FDC'P cionran44 hilar 14 obhlined adtquttl . Thrust Moskin aAd/or r0sltatMt shall be prvAdiii tvrn{»rarlly, ae uir/d. Pipe and 11111nggr laced for 4onniaffne the nit Pipe to the •"141104 pip* shell bo dloln rated Dior M Meloltolion In ea••rdanoo with AWWA CSS?, I"z 4d non. tilt tapping titirto and Thi. sxtettor of tM moln to be topped shall )n 4Wnfooiad by tpreylnp or rxdlibbla par "411M 11 of AWWA 0601-•011, 1. Fluehing of 10 Inches In 414mmitr and torgar nstar males may M don* through the ns-tn Volvo under wry 4onlrollod Conditions, Tho tolloking ptattedurre shalt be falbwoll A. The fir -In vulvae *hail be operated and prssKur leef•d In the pre■ 1104 of the uRlffy E'Itonlpany Aha 4n inosr to Vatfy Yratet R9htnao prior is 114 -In. V41M whloh an► not rester i1gM Vhal1 4t replotted Mttt► a naw vaM tnAtaRod hnmadtatstr n�sfl) M in* Inq Valhod R. The ternppsN7ry umptr oonneanon atoll be aonatruttad as detallad. The Jumper .017rAfro I be u*rd to NN the now Waite main and forpprevhitny water for Daro-• isrloio9taal aampRnp of the new main as roqulrad by the FOL; permit, 4 Flushing ahoB not TN attempted durltlif peak dement hour- of fit* exig" water Maine. • MI donnstreum valvas in the eystam mutT be open prior to opening the tis -In vulva. e Prertde for and mentlor MeAm* in the Rt -In polM. The preseum M the tAlrling main mutt not drop bahow Alit. o Us fit -In vulva shall be op4Kreal a Is* hems only. ensurtnq 4 pretnurt drop aorusa the Vitro is groahr Iharl 10 p41. C. The to -In vahe Shull M looked Glared by the uHRty oomporry, until flushing h*glne. D. The "*-In rutvx ahall be opened only far flushing of the now main. The proatdur• shall be dlrsai+d by the tautly oampdny and absen+d by the engineer. E. Attar flushing, file tts•-In valve thull be 01094 and looked In the olosed position by the WDtty amripan►. 4. 11N cordroatsr ehdil provide doaumentaRon J*rTonkirojing ihal the double ahaak booliflow pf""lbrti dhias hat been loo and It in hood wildinj order of the flint of inotallaHan. 8. Excspl oo required to flush Ilna of jr4t3for Than a Inah44 In diam■f+r, the Na --In valve shall tamale 41044d and stall be looked 1n the aed poolNnn fry the wflHty company. The n valve eholt ttmaln looked closed ural! tao Me nn eFstM1 has been 41toM for V" tri FDEP and all 0111K ItrrNmnt a"nal". J. Upon rewipi of •!saran" for use from FIOEP and aR other pertlneYd o9ttl9ln, the stn tr 4nd4ptl+ggeA aBh �4 sleioh�btaio piup�, r oonnallon. Tl» oorpora0on afopf are fit be 7. AN Tht1o114Non and milwononot of the temporary )um ennnsotloon and araaotatt4 baakllow prsmilon dartos, fHttngo, Valve, ate, aftull 3s the faepandbllift at the 401111141*1, TEMPARY `JUMPER CONN CTION CITY OF SANFORD 1999 FIG. 5040 CO`/ER (SEE FIGURE 11 �, • VALVE PAD iN UNPAVED AREAS (SEE FiGURE 107) -1;INI3HED GRADE FA 14 GAUGE COLOR CODED INSULATED LOCATE WIRE -ADJUSTABLE CAST IRON VALVE SOX r Z I 1 h UNDISTURBED BEDDING ROCK EARTH NOTES: 1. PVC EXTENSION$ MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF `!AL'/ES THIRTY (50) INCHES AND LARGER SHALL BE BUTTERFLY VALYES. SEE SECTION 52.3 OF THE UTILITIES MANUAL, 3. CONTRACTOR SHALL PROVIDE. THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 32.4 OF THE UTILITIES MANUAL. BUTTERE11YA ANS. �4X DI;�TAIL CITY OF SANFORD 1999 FIG. 401 DOURLE CHECK OR REDUCED PRE55110E ZONE DETECTOR ASSEMBLY AS APPRDYED BY THE CiTY TEV COCK (11P.) FLANGED 9(r BEND (2 REQ.) PiPE AND FiTHHGS OR PRESSURE VACUUM BREAKER OR OPERAT M6 tvocn 1T Am REDUCED PRESSURE DEVICE Lj;�: H is Ln Tam) CURB 'STOP HOSE NOZZLE An AS g£g'll TG BE FLUSH WiTH 24' SQUARE AND 1 PUMPER NOZZLE 4' tOKWM WAS lent 0' THICK REIN- �,+ 1e' 1rAx. to 1. A POSITIVE OlftKCTRiO CONNECTION SHALL K MADE BETWEEN ALL DALVAHIZ£D AMD FORCED CONCRETE nMnntCa er.OE OR AT PROPERTY UNE AND IN NO CASE 2 INCH H SEL A(j1�, SSE1AW NOTES: 1, ALL SUPPLIED TTYHS COTNTkFAt4. LADOR. AND APPURTENANCES SHALL NE R. 2. SGHEIOULt b0 A1IYANZErD STCt1iNQK AE3FMWURItBOH0AI1 HE THREADED 3. AV- PiPE ANO FITTINOx THREE (3) INCHES AND LARDER 1111ALL BE RESTRAINED JOINT DitOTILE IRON PIPE. ABOVE GRADE JOIN" SHAD- ITE FACTORY-•FIANOED. (F10URL: 0000), 4. Y&VES SHALL BE CHAINED CLASED.(FIOURE WO) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIOURE 5000)- 0. THE AHDEBNTIRK LACK SSEME IIHALL ER USESAiNTED SAFETY OLD RED POR FiRE PROTECTION UIE3 7. A GATE YALYE 3HA1.L. SE IHSTA11.ED AT THE A33EMBL.Y/S COHNECTIDN POIt{T TO THE MAIN. (091)RE 5009) CITY OF SANFORD 1999 FIG. 5 TEMPORARY JUMPER CONNECTION NOTES: I, A temporary Jumper oonnwNon is m4uttsd of all evnnoolions b+lw"n oelttinn active water mala and prop"ild non water main knprmxrwMl. L Tie deice obtn+ Is i• 0 u»d ser IHfing 4" naw water main of any *110 from oAlounq aonve water mains and for fluehln9 of new mama up to A INDIES IN DIAMETYR (2.5 FP"Inimum vocally) and for pulHne baoiufologlnol samillos from any new +rater main of any •Lxa, The Jumpar tonnok an *hall be mafnfutnod uhtR atter tilling. flushing, tergn9 ono dlslnteatlon of the noir mrin hat bon tuoanffulTIyy 410=1144 and alsaranos for u►t from the FIONO Department at tndroanwrial Proiedtsn (TDEP) and other pvMnsnt aganulee heva been roeatrs4. The Jumper oanneotion shun also be u4r4 to maintain a minimum pproaeura at 20 Pet In the nen mnlns offer dlth400if" n and unitl the FDC'P cionran44 hilar 14 obhlined adtquttl . Thrust Moskin aAd/or r0sltatMt shall be prvAdiii tvrn{»rarlly, ae uir/d. Pipe and 11111nggr laced for 4onniaffne the nit Pipe to the •"141104 pip* shell bo dloln rated Dior M Meloltolion In ea••rdanoo with AWWA CSS?, I"z 4d non. tilt tapping titirto and Thi. sxtettor of tM moln to be topped shall )n 4Wnfooiad by tpreylnp or rxdlibbla par "411M 11 of AWWA 0601-•011, 1. Fluehing of 10 Inches In 414mmitr and torgar nstar males may M don* through the ns-tn Volvo under wry 4onlrollod Conditions, Tho tolloking ptattedurre shalt be falbwoll A. The fir -In vulvae *hail be operated and prssKur leef•d In the pre■ 1104 of the uRlffy E'Itonlpany Aha 4n inosr to Vatfy Yratet R9htnao prior is 114 -In. V41M whloh an► not rester i1gM Vhal1 4t replotted Mttt► a naw vaM tnAtaRod hnmadtatstr n�sfl) M in* Inq Valhod R. The ternppsN7ry umptr oonneanon atoll be aonatruttad as detallad. The Jumper .017rAfro I be u*rd to NN the now Waite main and forpprevhitny water for Daro-• isrloio9taal aampRnp of the new main as roqulrad by the FOL; permit, 4 Flushing ahoB not TN attempted durltlif peak dement hour- of fit* exig" water Maine. • MI donnstreum valvas in the eystam mutT be open prior to opening the tis -In vulva. e Prertde for and mentlor MeAm* in the Rt -In polM. The preseum M the tAlrling main mutt not drop bahow Alit. o Us fit -In vulva shall be op4Kreal a Is* hems only. ensurtnq 4 pretnurt drop aorusa the Vitro is groahr Iharl 10 p41. C. The to -In vahe Shull M looked Glared by the uHRty oomporry, until flushing h*glne. D. The "*-In rutvx ahall be opened only far flushing of the now main. The proatdur• shall be dlrsai+d by the tautly oampdny and absen+d by the engineer. E. Attar flushing, file tts•-In valve thull be 01094 and looked In the olosed position by the WDtty amripan►. 4. 11N cordroatsr ehdil provide doaumentaRon J*rTonkirojing ihal the double ahaak booliflow pf""lbrti dhias hat been loo and It in hood wildinj order of the flint of inotallaHan. 8. Excspl oo required to flush Ilna of jr4t3for Than a Inah44 In diam■f+r, the Na --In valve shall tamale 41044d and stall be looked 1n the aed poolNnn fry the wflHty company. The n valve eholt ttmaln looked closed ural! tao Me nn eFstM1 has been 41toM for V" tri FDEP and all 0111K ItrrNmnt a"nal". J. Upon rewipi of •!saran" for use from FIOEP and aR other pertlneYd o9ttl9ln, the stn tr 4nd4ptl+ggeA aBh �4 sleioh�btaio piup�, r oonnallon. Tl» oorpora0on afopf are fit be 7. AN Tht1o114Non and milwononot of the temporary )um ennnsotloon and araaotatt4 baakllow prsmilon dartos, fHttngo, Valve, ate, aftull 3s the faepandbllift at the 401111141*1, TEMPARY `JUMPER CONN CTION CITY OF SANFORD 1999 FIG. 5040 CO`/ER (SEE FIGURE 11 �, • VALVE PAD iN UNPAVED AREAS (SEE FiGURE 107) -1;INI3HED GRADE FA 14 GAUGE COLOR CODED INSULATED LOCATE WIRE -ADJUSTABLE CAST IRON VALVE SOX r Z I 1 h UNDISTURBED BEDDING ROCK EARTH NOTES: 1. PVC EXTENSION$ MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF `!AL'/ES THIRTY (50) INCHES AND LARGER SHALL BE BUTTERFLY VALYES. SEE SECTION 52.3 OF THE UTILITIES MANUAL, 3. CONTRACTOR SHALL PROVIDE. THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 32.4 OF THE UTILITIES MANUAL. BUTTERE11YA ANS. �4X DI;�TAIL CITY OF SANFORD 1999 FIG. 401 DOURLE CHECK OR REDUCED PRE55110E ZONE DETECTOR ASSEMBLY AS APPRDYED BY THE CiTY TEV COCK (11P.) FLANGED 9(r BEND (2 REQ.) O.S. A Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) RODS ON D.I.P. ]USER (TTP) 4* CONCRETE SLAB WITH 1101 6 'A 6 W10 X WIG 3 WIRE 14ESH )r ' 5LOPE F+ 24' SOAP ' •: 1/2" PREFORMED JOINT MATERIAL BETWEEN 36' MIN • COVER N ' PIPE AHD CONCRETE SLAB (TYP) 1U urea 90° BEND (2 REQ.) K M THRUST COLLAN RODDED TO THRUST COLLAR HOODED TO 90' BEND OR AS REQUIRED 90• BEND "'ft RESTRAINED BY THE CITY BACK T9_ *"1V,_YE AS REQUIRED i:Y THE CITY ".r Q AflOYE A55EMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL YALVE 1'0' MIN (2 REQUIRED) p� p 510" MIN CONCRETE SLAB A130YE QRQUND- EVIOE WITH 2104 Mw DETECrO PASS -DQUO E CHECK 09 _ COU E0 FRES_ SUFE ZONE DETECTOR ASSEMDI.Y CITY OF SANFORD 1999 FIG. 5400 J, �' r� III, [CAL REWDENTIAL REC CITY OF SANFORD .tu I l 11,110H SYSTEM AYOUT 1999 FIG. 505 i' 11EDDlNO ROCK f 4" PIPE ~--j MECHANICAL JOINT J RelIIJENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TTP.) (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 4 INCHES BELOW THP 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 8-•84, KENNEDY KBTA OR CLOW MEDALLION F-2545. 5. FiRE 14YORANTS SHALL 8E IDENTIFIED IN ACCORDANCE WITH SECTION 32.7.5 OF THE UTILITIES MANUAL 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS iN ACCORDANCE WITH SECTIONS 52.4 AND 82.7.3 OF THE UTILITIES MANUAL. EIRE HYDRA -DETAIL CITY OF SANFORD 1999 FiG. 402 r. x, le mice Dr4u" M09 04 OEM= 11.rlaen 'P pa 10 errrss !�•wmy As Rc�m Are M CITY FINISHED GRADE 2" GATE VALVE 2" 90' BEND RESTRAINED JOiNT DUCTILE IRON WATER MAIN Al VAOINZMA PiPE AND FiTHHGS OR PRESSURE VACUUM BREAKER OR OPERAT M6 tvocn 1T Am REDUCED PRESSURE DEVICE Lj;�: H is Ln Tam) CURB 'STOP HOSE NOZZLE wr nAOM 0310 AS g£g'll TG BE FLUSH WiTH 24' SQUARE AND DOUBLE STRAP SADDLE PUMPER NOZZLE 4' tOKWM WAS lent 0' THICK REIN- �,+ 1e' 1rAx. FACRW SNLEET 1. A POSITIVE OlftKCTRiO CONNECTION SHALL K MADE BETWEEN ALL DALVAHIZ£D AMD FORCED CONCRETE nMnntCa er.OE OR AT PROPERTY UNE AND IN NO CASE $HEAR PAD, (11EE AYA BATE 3. USE PRIMER SUITED TO &ASE MATERIALS. NOTE 2) ABOVE VALVE PAD 4" TO 6" CITY OF SANFORD 1999 (SEE FIGURE 107) I-04 ATS"all � O.C. ALL ro mom••--••� eN AHDUND p T4 Y *1 11x•Poarrat`tA�Mort •f ' ` R ■�• AT THE CM *u• atWa ala Totu,Y s" COMPACTED BACKFILL 1. ALL fin AHD TTTTWAV. MATEMIA1.e. 1-80x. AHD Ar WIT141NCd3 M J HYDRANT MAIL At wrrulo Sy THE COKTiVCYax. ANCHORING TEE SEE HOTS S 12' MtN. WA" FA6"rUl��rt' 41AM13[A. O.S. A Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) RODS ON D.I.P. ]USER (TTP) 4* CONCRETE SLAB WITH 1101 6 'A 6 W10 X WIG 3 WIRE 14ESH )r ' 5LOPE F+ 24' SOAP ' •: 1/2" PREFORMED JOINT MATERIAL BETWEEN 36' MIN • COVER N ' PIPE AHD CONCRETE SLAB (TYP) 1U urea 90° BEND (2 REQ.) K M THRUST COLLAN RODDED TO THRUST COLLAR HOODED TO 90' BEND OR AS REQUIRED 90• BEND "'ft RESTRAINED BY THE CITY BACK T9_ *"1V,_YE AS REQUIRED i:Y THE CITY ".r Q AflOYE A55EMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL YALVE 1'0' MIN (2 REQUIRED) p� p 510" MIN CONCRETE SLAB A130YE QRQUND- EVIOE WITH 2104 Mw DETECrO PASS -DQUO E CHECK 09 _ COU E0 FRES_ SUFE ZONE DETECTOR ASSEMDI.Y CITY OF SANFORD 1999 FIG. 5400 J, �' r� III, [CAL REWDENTIAL REC CITY OF SANFORD .tu I l 11,110H SYSTEM AYOUT 1999 FIG. 505 i' 11EDDlNO ROCK f 4" PIPE ~--j MECHANICAL JOINT J RelIIJENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TTP.) (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 4 INCHES BELOW THP 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 8-•84, KENNEDY KBTA OR CLOW MEDALLION F-2545. 5. FiRE 14YORANTS SHALL 8E IDENTIFIED IN ACCORDANCE WITH SECTION 32.7.5 OF THE UTILITIES MANUAL 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS iN ACCORDANCE WITH SECTIONS 52.4 AND 82.7.3 OF THE UTILITIES MANUAL. EIRE HYDRA -DETAIL CITY OF SANFORD 1999 FiG. 402 r. x, le mice Dr4u" M09 04 OEM= 11.rlaen 'P pa 10 errrss !�•wmy As Rc�m Are M CITY FINISHED GRADE 2" GATE VALVE 2" 90' BEND RESTRAINED JOiNT DUCTILE IRON WATER MAIN Al VAOINZMA PiPE AND FiTHHGS OR PRESSURE VACUUM BREAKER OR al. k Y. NE>rtl,r[ e[AT VALYa7 M6 tvocn 1T Am REDUCED PRESSURE DEVICE Lj;�: is Ln Tam) CURB 'STOP wr nAOM 0310 UNION UNION TG BE FLUSH WiTH DOUBLE STRAP SADDLE naG't mm ON a.I.r. 4' tOKWM WAS lent �,+ 1e' 1rAx. 1. A POSITIVE OlftKCTRiO CONNECTION SHALL K MADE BETWEEN ALL DALVAHIZ£D AMD No 1 R / R19 Y w1e Teel! !ICSH _ nMnntCa er.OE OR AT PROPERTY UNE AND IN NO CASE ft.op% AYA BATE 3. USE PRIMER SUITED TO &ASE MATERIALS. FINISH WITH TWO COATS OF IAACK ABOVE YMJr 4" TO 6" CITY OF SANFORD 1999 ORALE eC V4 Nato (1 esimm) � ro mom••--••� rltnr4r otxim n *004" To T4 Y *1 11x•Poarrat`tA�Mort T1iAU1T Ca11,V1 Anaanl 111 AT THE CM *u• atWa ala Totu,Y KrrIUMB Ai NERVIR1D 1. ALL fin AHD TTTTWAV. MATEMIA1.e. 1-80x. AHD Ar WIT141NCd3 at THE ear► MAIL At wrrulo Sy THE COKTiVCYax. RREE'i A tlli-0M w o LTILi21E50M�1'IP . A:WC 9RADE -OMT# METER WA" FA6"rUl��rt' 41AM13[A. CURB STOP A. ((lf�£ RmtimfALLATHiMb YIITN 1 ASS ABOVE SHALL IK ABOVE OHDUMb 4. VALVES *WL K SHAMED CA. M- !L 11"A311; UK *SALL It SFIID Ton I'M FLOW APPLIES ONLY iF iRR10ATION METER HAS iT EgUHLtu£Kf MUND SEPARATE TAP TO MAIN. iN MOST CASES a• � C fid NWAPM.aP cfWa (S) tHaa4 THE IRHIGAttON METER WILL RE PARAL19L OA lME APS t1 TO tHE HOUSE METER AND OFF OF THE Y. TIS inn A11MMY SHALL K PAMTED UFETT RCA TOR FNS SAME SENVi" CONNECTION. I'RUavy" OeCe AM OIL" f4R ML UT"M teem. NOTES: B. to AT i K Af><C►M" 1. A POSITIVE DIELECTRIC C9111NECTI0H SHALL DE MADE SETWUN ALL GALVAMIZED AND BRASS COMPONENTS. COflXEC110N NT TO tlilEtSTAUMM 2. METER 3IiALL H£ INSTALLED REMEN SIDEWALK AND CURB WHERE APPLLCA111.4 t. DUlL DOMC611C-f11S ►LUN MASKS 1"A7 VV" K SHALL It >K INSTALLED IN SIDEWALK OR OTHER !AVID AREAS. THE 601IM"O TTPE , 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH VAIN TWO "S 0r PURPLE 1d, WATER MMULL K�n4lr�l 4. DEVICE SHALL K /1 INCHES (MINIMUM) iR IOATIO METL',$ PRESSURE 11EE 10' pal SSU OR101I nI TYPE M 01MR11IR O MOE HK ACCOADNICE MIM Al'r1iHM 'p' 0T 11E trTKu" x>~2 >roa 'RES -SURE NE MEMO MAHVAI. 1999 -D-VALMME511-C-FIREALOW, DOM WIC WATER M AMER METER AsSEMBLY CITY OF SANFORD 1.999 FIG. 501 r-- IYMAL. UMMERCIAL RECLAIMEO WATERSTEM LAYOUT CITY OF SANFORD 1999 FiG. 506 TRAFFIC COVER WHERE REQU 24 6" BEDDING ROCK - DOUBLE .t E* mom", 2" 9(7 BEND TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL. DE SCHEDULE 40 GALVANIZED SMI. OR BRASS WiTH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS. 2. COLOR SHAH. BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL VB .2000 OR EQUAL MAY BE SUBSTTiTUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF' VALVE ,DETAIL CITY OF SANFORD 1999 FIG. 403 LOTS (We.) SEUKWA (IVP.) 1 SFFMC£ ("r') SEPARATE VTER CUR BOXES WATER MAIN 2' (TTP.) SIDEWALK (TTP.) RIGHT OF WAY LINE NOTES; 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY, 2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM TO THE INTENT OF THIS FIGURE. TYPICAL SERYICE L OPATIO%� QFC CITY OF SANFORD 1999 FIG. 404 SCHi:DULE 40 GALVANIZED PiPE AND FiTHHGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 60 PVC PIPE REDUCED PRESSURE DEVICE AND FITTINGS NOT REQUIREDERE RECLAIMED WATER IS UTWZ> CURB 'STOP METER 1WX ANDUD UNION UNION TG BE FLUSH WiTH DOUBLE STRAP SADDLE FINISHED GRADE. WATER MAiN SHUT OFF VALVE 1. A POSITIVE OlftKCTRiO CONNECTION SHALL K MADE BETWEEN ALL DALVAHIZ£D AMD cuss COMPONENTS. 2. MITER 511ALL. SE INSTALLED iEIWE" SIDEWALK AND CURB WHERE APPLICABLE. OR AT PROPERTY UNE AND IN NO CASE 12` '10 30* OR OTHER PAYED AREAS. 3. USE PRIMER SUITED TO &ASE MATERIALS. FINISH WITH TWO COATS OF IAACK ABOVE CURE) 4" TO 6" CITY OF SANFORD 1999 ORALE FINISHE � GRADE METER CURB STOP SERVICE LINE APPLIES ONLY iF iRR10ATION METER HAS SEPARATE TAP TO MAIN. iN MOST CASES CORP. STOP THE IRHIGAttON METER WILL RE PARAL19L TO tHE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SENVi" CONNECTION. WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC C9111NECTI0H SHALL DE MADE SETWUN ALL GALVAMIZED AND BRASS COMPONENTS. 2. METER 3IiALL H£ INSTALLED REMEN SIDEWALK AND CURB WHERE APPLLCA111.4 OR AT PROPERTY UHE AND IN ND CASE SHALL It >K INSTALLED IN SIDEWALK OR OTHER !AVID AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH VAIN TWO "S 0r PURPLE EXTERIOR ENAMEL. 4. DEVICE SHALL K /1 INCHES (MINIMUM) iR IOATIO METL',$ PRESSURE AWW HtONEST OUTLET. YACUl1 j�REAKirFt OR x>~2 >roa 'RES -SURE NE MEMO CiTY OF SANFORD 1999 FIG. 502 DISINFECTION eof4re briny placed in •tribe, an now water maim shall be ahiortnotod in ooiurdanoo with the ■peolfloalfons balow and the pronedurse oufllns In AWWA C-631 'Standard I'modurs for Dlslntecflfly Walter Malns4. All provisions of the Florida Department at EnAmmenial Protection permit rhatl be aomplted with. WATER SYSTEM TESTINGS NYdrosfath fasting ohall be, performed at 150 pounds per equarw inch ppnseure, unless 11tharwitr approved by " City, for a period of not late than two 12) haus. Taafln9 •hall its In nooardonce wRh the op Imble provttlona no tat iarth tq Secttan 111, AWWA Standard C600 for ductlble Iran pipe and 0WA Mcinuat Numbor M-23 for Is pipe. The testing prne"ure shall Include the contlnurd appltoollon of the tpealfw prea4urw . I the tt t syatarn, for the 11wo,hour.p+riod. by way of a permpp taklnq ru fy /roM a gonlatnor rutabl■ or moan rin cater loos. • errs 1l of to" a aR b• da .1. y m aru nq the ro�uma dlaplacsdrorh sa{d aontalner.hou the test tall, neoeaaary spars shat be gacnmpplHhed py the Ron motor and the !Ret ro oolvid untli within the •rt?,bilo ed Ilmtia. T►�• oordratior shat) iufnlarlr t�s Woos a tabor, rrdter Pum e, Qauga and all of or IHin rvqultyd to ccnduct tht raqulrod '-rater dt4trl�Ut rt syttarn and psti�tm n4conwry, repairs, 1 WATER SYSTEM TESTING AND DISiNFECTION CiTY OF SANFORD 1999 FIG. 507 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 150 PVC PIPE REDUCED PRE35URE DEVICE AND FITTINGS METER HOT( AND LID UNION �LINION 10 BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE T12" TO 30° CURB]ABOVE 4° TO 6" � GRADE FiNISHE j GRADE TT 'r METER CURB 'STOP SERVICE LINE CORP. STOP DOUBLE STRAP SADDLE WATER MAiN "Oust 1. A POSITIVE OlftKCTRiO CONNECTION SHALL K MADE BETWEEN ALL DALVAHIZ£D AMD cuss COMPONENTS. 2. MITER 511ALL. SE INSTALLED iEIWE" SIDEWALK AND CURB WHERE APPLICABLE. OR AT PROPERTY UNE AND IN NO CASE SHALL iT BE WStALL0 IN SIDEWALK OR OTHER PAYED AREAS. 3. USE PRIMER SUITED TO &ASE MATERIALS. FINISH WITH TWO COATS OF IAACK EXMMR ENAMEL 0O jUTIC METER ANQ DOUOLL REDVCED PRE5SUBE;ZQNE HECK Y1 VE OR ASSEMHILY CITY OF SANFORD 1999 FIG. 503 "M>! MSM WMY-raArral stof (>• txM) ON eu�°oom & sup (1 'ne) IN Lin Kjw- (It �,�4. awlt cum 3"Qr smr (NX wait At) s' MAtt PARWO am" (1 NW) iL reortTltY LReE 11Ha5L V.VV We A.t14 114M 911A1 Utltlt 14151:1 Lt WAIL- Nitta up to 1r' WAtio KMAS Ur TO x• (17 CITY Or tANFOttD) (In'C" or SAINM) SINGLE SE" JZ4111tr 2rmn" 00H0INUOU3 COLOR DW 14 GAIJOE CORPORATION STOP INTED COPPER DOUBLE CHECK a "ITINO LOCATiNO WIRE VALVE (NORMALLY OPEN) LOCA NO WIRE ALONG WIREti AIN WIRE�� WITH WATERPROOF CONNECTOR) 30' - 45' YOKE BAR METER AWTVA TYPE CURB STOP CC ?}(READS WATER MAIN COPPER OR CCttSBLL POLYETHYLENE SADDLE TUIKNO (11 MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS Wait COMPRESSION/PACK JOINT TYPE CONNECTIONS. .T. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEIVAY. 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° it 15" STAKE WIN THE TOP PAINTEO BLUE AND MARKED VAIN THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYEtHYLEHE TURING. S. POTABLE WATER SERVICES SHALL DE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETWUNE TUBING. WATER SMICE CONNUTIOM DETAIL CITY OF SANFORD 1999 FIG. 405 R'MLTiR DOUBLE CHECK IACKfLOW FACWHTEII ASUTAPI.Y 'ICt1, 40 OALVARIZLD Pin AND 111711103 PR ISURE 4w" PROVIDE TEMPORAKY SUPPORTS AS RERUIM, ■ W �,33� ABOVE WNACIUUII MAREAKER 2` $OHO. 40 PVC. OMIT PIP - 2° SCHO. Do RWO PRESSURE OAUDE DOUBLE STRAP SADDLE 2" CORP. 310P 2" QORP. STOP ' • • NEW WA11:R LINE WA11<R LRiE �- • - a•- FLAW ------- TIC-IN VALVE MUST BE CLOSED AND AEMAIN LOCKED. CM TO PROVIDE LMI"NU MECHANISM. VALVE WILL ME OPERATED BY CITY PEN.! "EL ONLY. NOTE: THE CONTRACTOR SHAD. BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CO NECTiM CITY OF SANFORD 1999 FIG. 504A 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 DA -m1999 1 "P'ROV"° M. CRUMPTON PEI DET003 I I '6 S 4 Landscape Notes: Install the following and irrigate plants and trees, 817dL81761S08P&,102S%9/7, with automatic zoned irrigation system. R&1&1--*10AVV10V&d0S%tB�P1���fo�'.�ileCnrzstrri�tinn 120 Ligustroms Lo) L -o u re " Mulch All IN 7 DATE I APPROVED a2 -12-D4 30" To 450-4-ro 10' Toll � a r 75' reos where swo l e o r 40' � r 30' .~d. d. �d. d.'v4.'d 'v4 d. 40' d . d. .'dd .'d. d.'d. d. d. . 1 a ... . .................... ... d d d d d d. d. .'e. J. d a2a'. . . ............ r,7 dd dd 7Y 1?0,rlv 0010 `df1► _ V : Q Q a a a V.'.'.'.'A. ®r Pole Born .5 to be constructed by others. However r � cool o r Generol Go'ntro'ctor1 1 ie responsible for site re p � para ion, I 1 II er Shee- G--,C�raveI be�t�ween� barns -�o be 6 th'i cls by rGrrr ■� I b#4x""117---22102--2 101 5 , E 0 r " A Sheriff's Logistic Building 501 Don Knight Lane Orlando - Sanford Airport Sanford Florida SCALE: DATE: APPROVAL. BY.- SHEET 1" =1oY0' 27 October 2003 P--1 DWG NO. REVISIONS AI .� Al' e w ZONE REV DESCRIPTIONIs dr Landscape Notes: Install the following and irrigate plants and trees, 817dL81761S08P&,102S%9/7, with automatic zoned irrigation system. R&1&1--*10AVV10V&d0S%tB�P1���fo�'.�ileCnrzstrri�tinn 120 Ligustroms Lo) L -o u re " Mulch All IN 7 DATE I APPROVED a2 -12-D4 30" To 450-4-ro 10' Toll � a r 75' reos where swo l e o r 40' � r 30' .~d. d. �d. d.'v4.'d 'v4 d. 40' d . d. .'dd .'d. d.'d. d. d. . 1 a ... . .................... ... d d d d d d. d. .'e. J. d a2a'. . . ............ r,7 dd dd 7Y 1?0,rlv 0010 `df1► _ V : Q Q a a a V.'.'.'.'A. ®r Pole Born .5 to be constructed by others. However r � cool o r Generol Go'ntro'ctor1 1 ie responsible for site re p � para ion, I 1 II er Shee- G--,C�raveI be�t�ween� barns -�o be 6 th'i cls by rGrrr ■� I b#4x""117---22102--2 101 5 , E 0 r " A Sheriff's Logistic Building 501 Don Knight Lane Orlando - Sanford Airport Sanford Florida SCALE: DATE: APPROVAL. BY.- SHEET 1" =1oY0' 27 October 2003 P--1 DWG NO. c 0 8 7 6 5 4 2 1 REVISIONS -----T ZONE REV DESCRIPTION DATE 1 INTERIOR LAYOUT 10-26-03 2 DOG KENNEL LAYOUT 10-31-03 Due to the structural design analysis by each independent structural steel manufacturer, it will be the general contractors responsibility to supply sealed 4 RE5TR03DD D/RAWIN � DEGREE 11-14-032-0 p tY p p y o2-12-04 architectural drawings to the City of Sanford for obtaining the building permit. These drawings are intended to assist the contractor in planningpreparation of final drawings and will be made available to the selected contractor for heir use, in Autocad Format. It will be the general contractors responsibilitv to familiarize themselves with the existin site conditions, prior to submitting a bid to the Sanford Airport Authority. I'v n -I �3 100' P/urr�bing Riser Diagram 0 11 5-,81/2" ism 4A deo Sc 5 100' F/oor P/an q I 3 Ceramic Tiles Al Walls 11 Floors In Shower Area, Floor to Gelling -81/2° Ceramic Tiles Al Walls In Bath Area(s), to 50" AF.F_, Zile All Floor Areas In Bath (2)16 x 24" Dog door to outside 16" x 6 opening In G_M.U. with lockable metal plate APPROVED Sheriffs Logistic Building 501 Don Knight Lane Orlando - Sanford Airport Sanford Florida SCALE: DATE: APPROVAL BY: SHEET 1° = 8.0' 27 October 2003 DWG N0. C I ;I, v a c I 5 4 3 2 REVISIONS 2" Potable Water LinezONE REV DESCRIPTION -� 2" Irrigation Water Line 4 BID DRAWINGS 2" Irrigation Water Line Continued to Pole Barn (100 L.F. [Distance) Dog Run Area To Be 8" Thick w/ #5 Rebar at 12" O.G.E.W. 3000 P31 CONCRETE (2) #50 DOWELS SECTION 16" X 16" FTG CONTINUOUS 'TURN -DOWN" EDGE AS PER DETAIL "1G' X 10 FTG" BEYOND GONG. PIER. (2) #50 DOWELS DONT. @ PERIMETER FOOTINGS cai . 1/.2 — I DATE I APPROVED 02-12-04 ANCHOR BOLTS OR EPDXIED BOLTS PER ENGINEERS APPROVAL (1) #50 $ (1) #70 HAIRPIN AS PER FOUNDATION PLAN � 3000 PSI CONCRETE J,4 4 4,d 4 d- a a -o 0 0 4 Ira" ,wr-- 32" - 48" X 4-8" GONG. PIER (5) #511 DOWELS @ 0' O.G. 3ro" IN LENGTH (3) #50 @ _9" O.G. 30" IN LENGTH SECTION 4`x4' SIDEWAL.L. PIER c o I e: 1/211 = 1 ' / Due to the structural design analysis by each independent structural steel manufacturer, it will bete general contractors responsibility to supply sealed architectural drawings to the City of Sanford for obtaining the building permit. These drawings are intended to assist the contractor in planning preparation of final drawings and will be made available to the selected contractor for their use, in AutoGad Format. It will be the general contractors responsibility to familiarize themselves with the existing site conditions, prior to submitting a bid to the Sanford Airport Authority. 6 5 4 3 2 ANN -Mwmi� Sheriffs Logistic Building_ 501 Don Knight Lane Orlando - Sanford Airport Sanford Florida SCALE: DATE: APPROVAL BY: SHEET 7=8 .0, 27 October 2003 OWG NO. c 0 _ 4 2 REVISIONS ZONE REV DESCRIPTION DATE APPROVED 1 INTERIOR LAYOUT 10-26-03 2 DOG KENNEL. LAYOUT 10--3103 3 l-E5TROOM5/JAN. 90 DEGREE 11-14-03 r� 4 BID DRAWINGS 02-12-04 16 x 10 0 H 0 w/ F k-ctr Lts {I _ r 400W � I FB ' P,�.•'' M.Hmt.. Wall __� _ — — i ... i •• FI I� H���� - i 0l -U T I F Ell I t I 8' A. Lt. C (tyP•) l AV w 9 CI*4 6 C6?A)l W, q General Notes: Pre engineered Metal Building (MBNA Certified) HV/AG to be 2 Tons and 5 Tons / SEER 101 Duct board to be a Min. of R--6, insulation. / ` .D `. Compliance, Fl. Bldg. Code 2001. Fresh Air Int In -take w/ Filter a„ Round Matal eruct Interior Walls to be 1/2" Gypsum Board on c, 3-1/2", 18 ga. Metal Studs CED 1G" O.G.. Ix 14" Drop Gelling to have tea" Batt Insulation, R--1-9. �. 147 7' 3 �'�`,,��'-� All Flooring to be a Min. of Glass 'G' Fire bated. 175 e 9„ - FM 7 147 GFM — �e �G Restroom to be A.D.A. Compliant. O Fh'1 147 g 1 x 4 ..- x 10° 10" GFM 47 175 ' Fresh Air Wake w/ Filter � 7 � GFM GF •- G" bound Metal Duct 14.7 147 7' F GFM GFM .•'' x 12,.. ry .. X FB � N7' 7' ® .�-�' 14 10 GFM ,,,•.. 7 = 8.. GFM " r O 10' � � 7' B 147 FM t 7„ 14-7 a CFM / A A Sheriff's Logistic Building 501 Ikon Knight Lane - Orlando - Sanford Airport Sanford, Florida SCALE: DATE: APPROVAL 9Y: SHEET 1' = 8.0 27 October 2003 Dwc� No. IN C I :91 Metal 12oof Over Do Ghalnffnk Fenc G.M.L 4 I 3 1 Jul l I- F "IIIIGw VVun rullml •" •'" '^'^r "' ^--• �"'^ . "� -�•"�� • �• ��•,^• �"`�, SOUTH. ag Run :e s.v vw. 1 IMI111'V4 r w1111AM VVwll r until NORTH A--... / -I I I s ELEVATIC)N_ 4V Vw. 1 Iw1111V4 rw1111GM VVwll r'I.IIIGI WEST E wnn �pwan pwc� for Dog i -un Wash Down FAST ELEVATION 2 1 REVISIONS ZONE REV DESCRIKION DATE APPROVED 1 INTERIOR LAYOUT 10-263-03 2 DOC -7 KENNEL.. LAYOUT 10-31-03 3 RESTROOMS/JAN. 90 C)EGREE 1114-03 4 BID DRAWINGS 02-12-04 s By: Sanford Fire Prevention Div, Date: Sheriff's Logistic Building 501 Don Knight Lane Orlando - Sanford Airport Sanford, Florida SCALE: DATE: APPROVAL UY: SHEET 1° = 8.0' 27 October 2003 A L [DWO7NO, 2 1 El C I on 0 Electrical Legend: D � - 20 Amp, 110v Switch 173 = 20 Amp, llOv Switch 3 Way -Telephone Outlet c 0 110v [Duplex Duplex Receptacle Water Proof - 110v Duplex Receptacle �- - 400w Metal Halide Light Fixture (with metal reflector) - 220v Duplex Receptacle 400W M.H. Wall Mt. (typ.) Ap! = Emergency Light with Battery pack = Exit and Emergency Light with Battery Pool< = 2'x 4' Flourescent Light- 3 Tube with Porobq i ,A 1 qo2q,,, (30) Underground Service (Verify with FPL) _- 2'x 2' Flourescent Light with Parabolic Lergse eneral Contractor to install a 2" PVC Underground Electrical Feed to a 100 Amp Exterior P.B. = Fan Vent to Outside placed at the Pole Barn -�-.. = 400w Metal Halide Wall Mount light Fixture = H.V.A.G. Fixed Blade Register- 2'x 2'w/ Damper Control = H.V.A.G. perforated Rag 2'x 2' B = H.V.A.G. Rag 2'x 2' Alum. Filter Back Phone Ba. - phone Board 400 AMP O 120/208V 30, 4W. i MCB Panel (4) 500 MCM, Cu, (1) #4, Gr., Cu., 4" Conduit (Underground) t2} 5/8" dia, x 20' long Copper Clad Steel Ground Rod -s— Grounded to Building -- u Lt, Arrestor Typical 400 A,/ (3) 0 42 Circuit Panel Box THH1VXTi 1WN Copper ELECTRICAL_ RISER DIAGRAM w 5 H.B. Im PRF'��SURJ= � TE1"IPE'R°.TlJRE RELIEF $ VALVE MIN 0 HIGH H[AT TRAP GAPPED STUB OUTS FOR FUTURE SOLAR GOLLEGTOR / ENE320 r REC49vaZY SYSTEM DRAIN � _ SEPARATE BOTTOM OF E W G. FROM G-1 DRAIN PAN RETURN AIR DUCT VACUUM{ (SEE PLA110 RRESTATAS REQUIRED BREAKER EXPA7 LSION BY LOCAL. JURISDICTION CONTROL B8LCN ER/E�l TOR CONDENSING UNIT ON AL Gh 6073 21X11 R 61dg Cf G.W SUPPLY 4 THICK CONCRETE PAD FILTER REMOVAL SPACE 4 LARGER THAN UNfT SEE IXI 9 ECT CLO PLAN OIvALL SIDES rjJ -i" � X WA SHUTOFF SUPPLY TO 0 v VALVES 70P OF AO o Q- E.H W. GAL ' IN SUPPLY AfR DUCT WATER HTR U (SFE PDAN) Q CHANNEL SUPPORTS UNDER ENTIRE UNIT O TRAPPED CONDEJ45ATEE pRA1N DRIP ON GRADE 5FN4GE VALVES W/ FLOAT 5WTTTGH. PAN TOO OR INTO DRYWELI_ 9J4' CHARGING >=li 71NGS BE 2 DEEP AND 2 LARGER MINIMUM OR A5 NOTED THAN UNIT ON ALL UNrf SIDES GE• PASSAGE THRU EXTERIOR NES. HANG FROM WALL., SEAL. WEATHER 54WJGTUREABOVE AND INSEGTT1GHT. H.V.A.G. INSTALLATION DETAIL 5 H.B. Im PRF'��SURJ= � TE1"IPE'R°.TlJRE RELIEF $ VALVE MIN 0 HIGH H[AT TRAP GAPPED STUB OUTS FOR FUTURE SOLAR GOLLEGTOR / ENE320 r REC49vaZY SYSTEM DRAIN � _ SEPARATE BOTTOM OF E W G. FROM G-1 DRAIN PAN 2' MIN u PI£T RFIJEF AND OVER U VJ PAN V2' MAX DRAIN TO OUTSIDE ¢ 6' ABOVE GRADE 6" MIN 3/4 MIN EW H_ PAN DRAIN ELECTRIC WATER HEATER [ 40 GAL. UNIT ] REMISIONS ZONE I REV DESCRIPTION DATE APPROVED 1 INTERIOR LAYOUT 10-20-03 2 DOG KENNEL LAYOUT 10-31-03 3 RESTROOMS/JAN. -9O DEGREE 11-14-03 BID DRAWINGS 02-12-04 E/ecti-ica/ P/an 0 3 1— PA )a i 11 " A Sheriff's Logistic Building_ 501 Don Knight Lane Orlando - Sanford Airport Sanford Florida SCALE: DATE. APPROVAL BY: SHEET 1' = 8.0' 27 October 2003 A r DWG NO. AUTOMATIC VACUUM{ BREAKER EXPA7 LSION VALVE CONTROL DEVICE - PER Gh 6073 21X11 R 61dg G.W SUPPLY HOT WATER TO FIXTURES WA SUPPLY TO R EXIT FROM 70P OF AO E.H W. GAL ' IN OVER j Cw PAN WATER HTR 2' MIN u PI£T RFIJEF AND OVER U VJ PAN V2' MAX DRAIN TO OUTSIDE ¢ 6' ABOVE GRADE 6" MIN 3/4 MIN EW H_ PAN DRAIN ELECTRIC WATER HEATER [ 40 GAL. UNIT ] REMISIONS ZONE I REV DESCRIPTION DATE APPROVED 1 INTERIOR LAYOUT 10-20-03 2 DOG KENNEL LAYOUT 10-31-03 3 RESTROOMS/JAN. -9O DEGREE 11-14-03 BID DRAWINGS 02-12-04 E/ecti-ica/ P/an 0 3 1— PA )a i 11 " A Sheriff's Logistic Building_ 501 Don Knight Lane Orlando - Sanford Airport Sanford Florida SCALE: DATE. APPROVAL BY: SHEET 1' = 8.0' 27 October 2003 A r DWG NO.