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HomeMy WebLinkAbout3701 S Sanford Ave 20186 Roofing diagramCITY OF SAN FORD FIRE Ek"FMIVIENT 1 303 SOUTH FRENCH AVENUE SANFORO, FL 32771 J. T. "Tom" Hickson Business: (305) 322-4952 Fire Chief �o_2-5332 Emergency: (305) � April 30, 1985 z- To Whom It May Concern: Re: Plans submitted for Cardinal Industries 1. Fire sprinkler working drawings and specifications to be submitted for approval. 2. Fire extinguishers to be installed in accordance with NFPA 10. 3. Exit door must have exit lights.' 4. If building is used for night-time operations 1 emergency lights must be provided. If there are any questions regarding the above please call me. Sincerely yours, C . Hoen ng .. ion Fire Prev Officer MCH/ch , ,. /y s w. _ .... . , . .,. _ .. _ F il/E/ f GAL OFTE �fifi/N . /dUl.fEl , G/!" S CONOAi� A UClUyAL FAA G' . f�ddf E SEE .. ., : , _ _ . a GS' /YE FIA I THIS D k �. '; . .;:.,, . � .. + E,)/t Nl/�T//'D./ U,,�SA�O�6LTS' �._ CT O'N E/t/G�E' „ • ;', . , SEE �. ' . SECdNOAA AERE ,, ' , , THE PROPERTY OF VA INTERNATIONAL, .. • , .. .� .: RAE T/'U frL///CO/Y/l/f ,. D TIT H BUILD ,: , . , • ,. -. , i/L/N ZAP CHASE ORDER ANDS ..... ,..... ,;.. } :.. o I AS FD' . !/NLES'�f /1/dIEQ ., - /+/ Cl /O/l/S T� Ff,'r4 E 1 DE .4/L'S ., :. ;. F SHEEP/�YG �1N0 FA,S'lfit/E�' I sEE Fdrf' /add �,. - � x USED FOR AN � PROVAL OF VARCO-PF I ,!Y lA�d1E CO�I//rYECl/ON ,. ,, , RA N H GENERAL THE LE FOR R 0 ACC _.... , .. d S Y US PA,r9P .dl rYL ED fx Ed UILI HIS 8 . ERECTING T , . ING DETAILS REFER C U EN ERE( O f .. AR >.... ., ,. , ., •.:. ,; .. - PERTAIN ING TO PROPE , i • • / lea RE©'D ' TI.►ou WC; - (ID } 2iT4't7 lial 21 310205 /3a% I9Ea'.1/ !'ENIS a fz.lA 31 ozo5 - RE ,�,•� � 30/ a ^o _ T1�IGLIWG< 10) QF, P _ /AAQ06a • _" _ ' • rLl A.3GY�loR:. (,Ta/ /rE0'D ..� s , _ t , aF� rub'-LIQ! 4(�� .> %z"96 f\;.; G7�. C-h� f .kf ►J L i�ai aEa� • , x - 4 . EREON EMAIN M TION H R IG THE INFORMATION OFA A: . A. C S DING T o PR UDEN BUILDINGS, M :. . ET �E SOLELY OR SO F PROVIDED .IT RATI N IS, - r i DESCRIBED IN ,THE APPLICABLE PUR• _L NOT BE MODIFIED, REPRODUCED OR - DR. BY ; - ,. DATA ' _. :: 8 /24-/84, 9UI DER, L C_ UDEN VAR U PR BUILDINGS- CUSTOMER S CONSTRUCTION HARRI. LOCATION <: S�ANFORD, FL JOI3 NO. 28865 W I TTEN AP URPOSE WITHOUTPRIOR R ,. . , • E N UILDINGS. :'. E B .. , '� _ OR AWING A ;TOR `AND/OR :ERECTOR IS SOLELY RE- ATE, G90D-'AUALITY WORKMANSHIP IN cK. @Y : ; scAl RAWr W H p N E T T $ A C WITH G IN CONFORM , , e (� F P ICABLE A ING A L AP L I THIS D R W L ED N �. V N . R8 0 r DATE REV. sY � ►: , r DA S AN Rp IN STRY ST AND pU GUIDES, N pN GU S •� rw H CO RECT USE RE TIO N.INCLUDINGTE R C �_ ' , • • _I oQ 0 i 41 `6 i 11 Ty Ai .10 A/ X11- r11KF X/I 1?14"Z 51 �l, RKF F 10, KF 10 KF RKP P-Kr 71a RK IT V, N, '4C) T In- IZS I�i I�S� _4 54 V N, V, 11� I % '4) t) "I S-I .14 V, N-1 % I kn t4, ISK) N N N A4 7mX IX ,z 'N 'T IX ZI, N N N N N IZS X "X ZT1, X Sti Ix- "N J. T. "Tom" Hickson Fire Chief FJ CITY OF �N-AWFORo FIRE DEPARITIVIENT 1 303 SOUTH FRENCH AVENUE SANFORO, FL 32771 Business: (305) 322-4952 Emergency: (305) 322-5332 April 30, 1985 To Whom It May Concern: Re: Plans submitted for Cardinal Industries 1. Fire sprinkler working drawings and specifications to be submitted for approval. 2. Fire extinguishers to be installed in accordance with NFPA 10, 3. Exit door must have exit lights. 4. If building is used for night time operations emergency lights must be provided. If there are any questions regarding the above please call me. MCH/ch Sincerely yours, .C.Hoen n Fire Preve6tafon Officer S •5� f J i s i T _ T___ ---- - - v d . i 3 :. _ .. ) . pie• r .'-: '' ..... : f . .. : '. t, r: , , s a ^ i• -. 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I U/1/L ES'S rYOIED, USE //1 / / / /N,SEf G/9lS/ THIS DRAWING, INCLUDIPG THE INFORMATION HEREON, REMAIN THE PROPERTY OF VARCO-PRUDEN BUILDINGS, A UNIT OF AMCA �" / �// ! G . _ ;4 / FLANGE �9/r°ACE TO 10l11 'L by i OVAII / 'r rl SEE Fdrf' HO'dF SECdiYOAAY AiYO St�'UClU�9AL Fi�Ad1/it/G 4 INTERNATIONAL CORPORATION. IT IS PROVIDED SOLELY FOR "'. / 14WI'L //1/ ZXp ev10YECl/®NS ® ' ERE TING THE BUILDING DESCRIBED IN THE APPLICABLE PUR- C� REPRODUCED OR DR. 9Y DATE BUILDER - CUSTOMER LOCATION .l06 NO l/SSE /11 D/fi%,JaZ I I CHASE ORDER AND SHALL NOT BE MODIFIED, USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN AP-�, 8 �24 l84' yARCQ PRUDEN BUILDINGS . ' HARR I S CONSTRUCTION SANFORD, FL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 a Z 1 t - - - ... - � { � V ,> - h dl �' ,s � t � i � S ,. p �. � i -. �, , , ,� � � � t _ .� 4 � h -- ��--'--= --�--������-'-�---'---r---'''---'' . , � ^ .Q�Pfl��T ,�q0/U.3 TD ,�E�41 11^1 ro e'xz'Nry MATCH LQ u C� Q OC 0 cn a \ W cn 0 CL �,POF,� ,S/f/EE,L STOPS (TYP. x I11 4 Q� EXIS F11,11141 f TING PLANT i -j� ,491.y,4Z1- /2;ee1 YG a II I� S14 " 'f /41 II h I II .8L17G -- LrX/5T ora o d 1"dWrE 1,444/, D 1 MATCH LINE kvpTi L a, LANDSCAPING LEGEND • LIVE OAK QUERCUS VIRGINIANA: MINIMUM HEIGHT 6' WITH A CALIPER OF 1-1/2" TO 2" APPROX. 50' ON CENTER O SWEET VIBURNUM: 36" HIGH ON 36" CENTERS IN 30" WIDE BED WITH 3" THICK CYPRESS MULCH 4N 0T, E EXISTING ONSITE & OFFSITE PARKING LARGEST SHIFT IS 110 EMPLOYEES �\ \ 38 PARKING SWAGES PROVIDED ONSITE NOTES: \85 LARKING SI� ES PROVIDED OFFSITE -- _�- - EACH 10'X2 0 ' I 02� "�1' 24 2 - �,YI.�TiiY6 ,��P.�.4'GT' ` aD✓�o �I,PE lJ�•4iUT !T/ G' (/ �Yl "/iya & „ ��, Dl ff'e /o v of TiQA FF/C FL OA/ ,�,�vE�,��T.� .�,�.y,��.v -�d�rYr To ,�,�r�rf�v� �v�r• A(// ,�j�/iY� �•4LY.E �//� -- E X/ST/NG �/OTE. ,4LC P�POP ,PEG U�,QToPY P5 1t/F/GU/ / rGrr Xi.ST/nG ,ors, ,acr .�" S A N F G R D AVE, PROP. RECUL,Q70RY S/CNS I I _ - Irter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 DAT E I TO I FOR --- PROJECT CONTROL ACTT V I TY DESIGNED BY DRAWN BY } CHECKED BY: APPROVED BY: 1 REGISTRATION NO NAME DATE I JMD 8/84 PMP 8/84 3 Zii85 L/1it//�kr/P/it/G d �lT, JMD/JCB 8/84 �,QiVpSGAPit/G JCB - — 8/84 N 0. DATE REVISION SUPERSEDES PREVIOUS PH11" SCALE 1 " 30DRAWING NO. ✓CB DATE- 8/84 Of 6 JOB NO. C 17 1 5.00 S APPROVED I I L Y L I ,OI�G �r�C>K✓�1/�!L I/�I eONC. FLUME �lWA CAL CZIA Conklin O STATLER SERVICE & SUPPLY rter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET pAT E SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 TO I @ V, 1 1 I 1.7 T�/v rlory 1::mp e:;�P.401A147 /--Z-4 y a f d\ � r - ' 1 C� . I .EXISTING PLANT / 147 ,5213 SAW CUTIEXTSTING ASPHALT & REMOVE EAST OF THIS LINE & REPLACE WITH 5"41000 P.S.I. PORTLAND CEMENT CONC. PAVING 8 EX/ST/.i�G B�C.OG. NOTE: NO ADDITIONAL NEW EMPLOYEES, DOMESTIC WATER, OR SEWER PROPOSED FOR BLDG. ADDITION PROJECT CONTROL FOR MATCH LINE SHT. 1 Of C Cllc4ly--Oar .M'w D1. 4r irA/'Ciro/.� i A Or�fr O G X�► x �% `Y.M. VP�iS/%. SLAB j.., ,� .;� : CO NC- 6'# MICA UIVDER N A/T.S: �W0 qVd f wi DIMEN ION AS REOIJI ED Iw IBY THE CITY OF SANFORD 'z 31 FIN. GRADE OF IJ Ix I HIGHWAY �3 '42" MIN. FOR HIGHWAY CARRIER PIPE CROSSING 36"MIN. HIGHWAY STEEL CASING PIPE NON -SHRINKING CEMENT SANITARY 5EWEF, 1�A TTEWAIER CARRIER PIPE IN STEEL CASING GROUT 12'7HICK. FORCE MAIN OR POTABLli WATER LINE CARRIER rIFE. I ACTIVITY NAME DESIGNED BY —— JMD 7/8 SCALE 1" 30' DRAWN BY PM_P/RBB 8/84 CHECKED BY: _ JMD/ JCB 2 /-z88 USACE,lydTER15El✓ERNOrE JCB DATE APPROVED BY: _8/84 JCB 8/ 84 / 171 G'E�YFP/�� f�E!//.�av� ✓�'i� Q/ C 1715.00 REGISTRATION NO: 34791 N0. DATE REVISION APPROVED JOB NO. :�ESsa.YE T,PE¢TE 000 s,�ivs, sizes JACK & BORE .J�LE il(�iYE DETAIL DRAWING A • 2 of 6 d1v -�V20 CARDINAL SEMINOLE COUNTY j �A✓EMEnlT G,Q4SS A.Yo iY>UCC�! FLORIDA NDUSTRIES G1//FYI/TE/ZEIJ �li�,G7 - S�C oo ovEAell E'YD . x> Jl CLEAN, DEEPEN, REGRADE, GRASS & MULCH EXISTING SWALE DITCH MATCH LINE SWT. 1 of 6 RETENTIO'N VOLUME PROVIDED 33,000 CF; 4.39" OVER THE 2.07 AC. ADDIT''IONAL AREA PROPOSED, OR 0.68 OVER THE ENTIRE 13.44 AC. AREA oUT,cEr sTRvcr�.��- SEE SHEET to of to e,1eA/V otJT ITYP. S£z&_' C,�TQ/L I I 28 S ti lv xxUNOE,PO.PA//i/ rC' cJ 20 Control (Contraction) Joints I�2 ll 4 6' D D a Type A Transverse Contraction or Longitudinal Joint, Sawed Isolation (Expansion) Joints ol °. O< 0: o. o:..Q...v.: .0 '7 TYPe D PiYOPOSED B,COG. I A I /9 = S213 I co,�c. R�rtiP ro acoc B �� iz�ifrP /z�irn' C' S=YaR CONC. Tif'�f,VS/T/ON 1 01041Y,0 S/DES ` l /50L.4l/01V ✓0/1V7 ~' PAVEMENT & LONGITUDINAL SECTION P. .5; Thick PSI concrete pavement. O 6" Thick stabilizer; subbase F.B.V. - 75 PST shall have a minimum in place density of not less than 95% AST11 D-1559. CO After stri in & rubbin all ar as t b d pp g g g e o e pave or to receive building construction and removing all organic material, debris and topsoil, the -' construction limits shall be proof rolled with a LRASS AND MULCH DETENTION heavy loaded rubber tired vehicle under the observa- ' AREA, SOD ALL SLOPES, AND tion of the earners Geotechnical Fngineer (Universal CENTER BERM. Fngineering & Testing) Geotechni cal Engineer to be notified so he may inspect excavated subgrade to determine if underdrains are necessary or advisable. z /.vv 44.17 e X/ST.: �1�gvGYgt-L \REMOVE ALL EXISTING"STR C- TURES EXCEPT EXISTING H�,AD- WALL; CONSTRUCT NEW HEADWAL ON 24" PIPE W/20 SY OF 4," CONCRETE SLOPED PAVING 411TH TOEWALL AROUND BOTH DISCHAR AREAS. 8� m00% . ,: ,PATE: xe�L . 4Y S /VDT : O/SAI .:A B roVT 1Z z'T 7"O COiVIVeC" 7-0 —X/ST, ,40J!/57- Z:-:X/ST. L /o To F/ivrs,-,i <7,P.4o� 10,47-CYL/ 2F)(15- ' 4S,dNAL 7: 'fEA'CE All BUTT -END JOINT TYPICAL When proof -rolling is complete, the paving and building construction limits should be proof -compacted with 4 to 6 ' lapped passes, in each direction, of a light to medium weight vibratory compactor (RayGo 300 Series, for example); the compactor should operate at a maximum speed of 3 mph. This compaction should densify the soil to a minirum rP/P�,eo�.5/is/G BY/o iv density of 95% of the ilodified Procter maximum dry 'wee -4TE2/ACC density to a depth of 3' . Achievement of this density should be field verified by density tests. To � TrY �92'o,P/�•st�SKL�' Cv/Tl1 ECG ,�.PE�Y/i/lErIF�YTS - Third, the site may be filled y to grade wherever required. The material selected for as fill should be clean, fine sand with less than 5 per- cent passing the No. 200 screen. Fill should be placed in uniform 12 inch loose lifts, and compacted to a minimum density of 950/0' of the Modified Proctor maximum dry density. Field density checks should be performed in each lift of fill, in the compacted subgrade and in the foundation excavations to verify compliance with compaction specifications. OIV/ ,0-D �1�i1�iYT FP/f0,6E_f'TY L/NE' 1 �PiQOG�,�'E'O ,z��r�r B-B, �5HT.3�F8 500E/mil/T,�' , 0 44 2 %i,4WV�i�'S�" ACT/O/V rYOTE' Soo ALL .5/D� SCOPES To L/iYl/T� O,1�2--5 r�f TO�OF —� 4 .' �-77 ia`T o,P / GE BLA/1/.YETO� �' C iYIEET� �OG?T t, r FEB SITE GRADING PLAN f- I ACTI V I TY NAME I DATE Conklin Porter and Holmes DESIGNED BY JMD 8/84 — — SCALE 1" 30' DRAWING NO. ENGINEERS INC. DRAWN BY PMP/RBB 8/84 DATE 8/84 POST OFFICE BOX 1976 CHECKED BY: 3 Of 6 CARDINAL INDUSTRIES O 500 W. FULTON STREET JMD /JCB _ 8/84 SANFORD, FLORIDA 32771 DATE TO FOR APPROVED BY JCB 8/84 / /Z88s R 7,6'r0v Po.vo .voTEs JCS TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL REGISTRATION NO: 34791 N0. DATE REVISION APPROVED JOB N0. C1715.00 SEMINOLE COUNTY FLORI®A STATLER SERVICE & SUPPLY A GENERAL NOTES WATER GENERAL NOTES DESIGNATION OF PROJECT MATERIALS: 1. Materials and construction methods for paving and storm drainage construction shall be in accordance with the Florida Department of Transportation Standard Specifications for Road „ 1. All water service lines shall be N1 and Bridge Construction, 1977, or latest revision thereof and supplemental spec4fications Pipe joints shall be dZd thereto. Curb stops shall be of the locking wing type. Goosenecks of the _ .�l�� type be required. 5" 4000 psi PORTLAND CEMENT CONCRETE PAVING See Standard Sheet S-6 for sizes and construction details. SEE SECTION B-B SHEET 3 OF 8. 2. All 4" or larger mains shall be 10ve. 4WkVq c-9a0/ peI8 CBI-02F !�P07-E)Oje �F19vg6 Pipe j o i n t s shall be oil/ Fittings shall be /1-/ C- 3. All mains smaller than 4" shall be Pipe joints shall be IV14 2. The Contractor shall selectively clear and grub the site, and shall consult with the Owner Fittings shall be prior to removing trees which are not actually in the proposed paving areas or within 3'-0" of the edge of pavement, 'except if required for safety reasons, in which case their 4. All pipe, valves, and fittings for 2" and larger pipe shall be of the nominal diameter as shown on the removal shall be determined by the Owner, Engineer, and CITY OF SANFORD Engineer. In -for plans, and shall meet the materials specifications shown below, and be in accordance with the details addition, the Contractor shall provide clearing as required ins-iaF afion of utility shown on the standard water detail sheet. and drainage facilities. All materials excavated shall be the property of the Ovm er and, shall be disposed of or suitable materials utilized in areas to be filled, as directed by WATER MATERIALS STANDARD SPECIFICATIONS (Not all materials listed below are applicable for use on this contract) the Ohiner and/or E6g ineer. 3. Repair and replacement of all private and public property affected by this work shall be Ducti 1 e iron pi pe shal•l conform to ANSI A21. 51-81, 1 atest edi tion for pipe barrel All ducti 1 e iron restored to a condition equal to or better than existed before cormiencing construction . pipe shall have a standard thickness of cement mortar 1 i ni ng as with bituminous seal coating as specified i n ANSI work, unless specifically exempted by the Plans. Cost to be incidental to other Specification AV-4-80The pipe joints, shall be of the push -on rubber gasket joint conforming to A1SI A21.11, latest construction and no extra compensation to be allowed. edition. 4. ' Legal surveys, descriptions, easements, boundaries, topography, contqurs, cross -sections, Polyviny! Chloride Plastic Pipe (P.V.C.) shall conform to Dept. of Commerce PS 22-70 Polyvinyl Chloride (P.V.C. ), ASTi•l D2241 Plastic Pipe (SDR-PR and Class T), ASTM 1784, Type I, Grade I, 2000 P.S.I. design stress, and be lot 1 Ines, street right-of-way geometry, existing improvements and cultural information, ;; • S. F . approved. The pipe shal 1 be Class Z5-0,, D.e /8 with markings on each section showi ng conformance to the above and other horizontal and vertical land surveying information has been furnished to the specifications. Joints shall be rubber gasketed conforming to ASTM D-1869 or ASA-A21.1l. A'1 P.V.C. pipe shall bear Engineer by others, and the Engineer assumes no responsibility for their correctness or , the I S F 1 oqo for potable water. accuracy. The Engineer's work shown on the Plans has been prepared based on the survey information by TINKLEPAUGH SURVEYING SERVICES INC. ' ToMoKA Galvanized Steel Pipe and fittings shall be Schedule 80 conforming to ASTM designation A120, with iron P g g g provided ORL. FL. � pipe threads . Contractor is directed to obtain a copy of the site survey for the location of lot C,Ili IN<o polyethylene Tubing for Water Services shall be similar or equal to Carlon Hi-Mol with flared fittings, corners. P.R.H.'s shall be provided the Contractor by the Owner for laying out this work ,t}*� (M6 ASA-A40.2. and the Contractor shall exercise care not to disturb these monuments. Should any TOMA Copper Tubing for Water Services shall be 'Type K seamless copper water tubing suitable for direct bury monuments be disturbed during construction by the Contractor, they shall be replaced at p3EACv� conforming to ASTM 'B-88 with compression or flared ends for fittings and unions. his expense by a surveyor approved by the Owner. 1 -P.oet DA 5. For identification in contractual agreements, this set of drawings is dated JAN. 7, 1985 Any revisions thereafter will be noted and dated on the Gate Valves - affecte rawing or drawings. , a) Valves three inches and larger in size --Gate valves shall conform to AWWA C-500, with handwheel 6. The location of all existing utilities, shown on the Plans have been determined from the or wrenchnut, extension sterns and other appurtenances as required. They shall be iron body, best information available, and are given for the convenience of the Contractor. The fully bronze mounted, double disk, parallel seat, non -rising stein valves with O-Ring seals and Engineer assumes no responsibility for accuracy. Prior to the start of any construction with end connection as called for on the drawings. Valves larger than 36 inches may be sealed activity, it shall be the Contractor's responsibility to notify the various utilities, and with conventional packing. Manufacturers certification of the valves compliance with AWWA to make the necessary arrangements for any relocations of these utilities whether shown on specification C-500 and tests listed therein will be required. the Plans or located by the respective utility company, and the Contractor shall cooperate b) Valves smaller than three inches in size --Gate valve shall be bronze body; Rising stem, solid - with them during relocation operations. Any delay or inconvenience caused the Contractor •., - wedge valves capable of being repacked under pressure when valve is fully open. by the relocation of the various util ities shall be incidental to the contract, and no c) Valves shall open in counterclockwise direction unless they are to be installed in an existing extra compensation will be allowed. water system in which case they shall open in the direction consistent with the direction of 7. The Contractor . is directed to obtain a copy of the Soils Engineer's Report dated AUG. 8, 1984 Report Plo. 3241 and follow all site preparation specifications prepared --byy Universal Engineering an esting Company, Orlando, Florida. Telephone (305) 423-0504. 8. The Owner reserves first rights at salvage of existing facilities. The Contractor shall remove and legally dispose of all unsalvaged existing building facilities, asphalt and concrete pavement, concrete curb, driveway aprons, and concrete sign and light bases prior to starting proposed site improvements. The Contractor shall coordinate his work with the Owner and CITY OF SANFORD Building and Engineering Departments. 9. This site plan does not include mechanical, electrical (power), architectural, structural work STo, !�/.4rE,e P/P/ivy alIZZ1111 TWE Bll/C oiif��, A11P 10. All site work shall be constructed to CITY OF SANFORD Specifications and subject to CITY inspec ion and approval, - - 11. Landscaping shall be provided by the Owner. All disturbed areas shall be sodded. 12. All signs to conform to the CITY OF SANFORD Sign Ordinance. _ 13. Chapter 17-153 of the Florida Statutes requires that an excavator notify all gas utilities a m4^4mum of two (2) working days prior to excavating. Drawings only show the approximate location of gas mains and -do not show service lines. Actual line location is by on -site inspection by gas company personnel, therefore, excavators are instructed to telephone the gas company two (2) working days before entering a new construction area. 14. The drainage retention areas are critical. All soils containing, silt, muck, clay, or questionable fines must be removed. These soils may, with the Owner's approval, be used for fill around the buildings or in other yard areas that are not depressed. 15. Drainage retention areas must be cleared prior to grassin(lin order to remove fines buildup. including limerock film. Prior to sodding, the underdrain subcontractor shall assure that backfill is such that underdrains shall function properly. Coordination of effort to effect proper operation of underdrains shall be the responsibility of the Contractor. 16. Concrete pavement contraction and expansion joints shall be to Portland Cement Association Standard Specification details and recommendations. The Florida Concrete Promotion Council is located in Winter Park, Florida. Telephone (305) 644-8279; representative is Jack Pane. 17. The Contractor shall stake out all proposed driveway aprons prior to construction and each driveway shall be inspected and approved by the Regulatory Agency inspector, Owner or the Engineer prior to construction. I 18. The algebraic difference in grade at any change in grade shall not exceed 8.0%. Conklin P � i0 STATLER SERVICE R 'APPLY ® rter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 operation of existing valves. d) If tie Owner of an existing system desires to use the brand or type of valve in existence, it shall be used if it generally meets the above specifications, and is approved in writing by the Fang ineer - .'•lechanical Joint Fittings, size 4" to 12" shall be cast iron fittings conforming to ASA A-21.10 for the body and A21.11 for mechanical joint for 12" and smaller. P.V.C. Fittings shall be rubber gasketed and furnished by the pipe manufacturer and meet the specifica- tions for theP.V.C. pipe. No field gluing of couplings or fittings will'be allowed. Fittings shall be designed to have a pressure rating no less than that required for the pipe. Fire Hydrants shall conform to the latest edition of AWWA-C-S02 and shall be furnished complete with wrench and other appurtenances. Nanufacturer's Certification of Compliance with AWWA C-502 and tests listed therein will be required. All hydrants sliall be of the breakable type, v%ith the breakable section located slightly above the Finish ground line. Hydrants shall agree in hose thread size with those now in use in the present water system, if applicable. Hydrants must have oil reservoir or other statisfac- tory device above the water line to afford lubrication to all working parts oh the hydrant each time the hydrant is operated. Hydrants shall be of the "O"-ring construction type. All hydrants must be provided with bronze nozzles, with caps and chains. Hydrants shall have a 6" mechanical joint base shoe, two 21-z" hose nozzles, and one pumper nozzle.- The main valve shall have a 514" valve opening. The hydrant shall have a positive operating drain valve so located so as to drain all water from the stand pipe when the main valve is closed. Hydrants are to be installed with suitable bury or extensions so that the finish ground line is at the point indicated by the manufacturer- on the barrel so that nozzles are at a suitable height for attachment of hoses. The direction of opening of the main valve shall conform to that of existing hydrants in the system if applicable. Otherwise, they shall be opened by turning the operating nut counterclockwise. CONSTRr1CTI0N �IETI10DS --A-Iatera-T separation of at least 10' shall be maintained between water and sanitary sewer lines. When water and sewer lines cross with less than 18'' vertical separation the clay sewer line shall be encased in concrete or cast iron pipe used in lieu of clay pipe for a distance of 10' either side of the crossing. Minimum cover over all pipe shall be 36" to finish grade. ('ornplete "Al; Built' information relative to location of all valves, Iittings, mains and services, shall he suhrritted to the I'ngIneer prior to final inspection of' the work. 1 DAT E I TO I FOR 1 PROJECT CONTROL DISINFECTION AND TES'FI;JC;: f All pipe shall be disinfected in accordance with AWWA Standard C-601. Cast iron pipe shall be installed and tested (leakage and pressure). in accordance with AWWA Standard D-600. Asbestos cement pipe shall be installed and tested (leakage and pressure) in accordance with AWWA Standard C-603. P.V.C. pipe shall be installed according to manufacturer's recommendations and tested in accordance The Contractor shall provide at his own expense all necessary test pumping equipment, water, water meters, pressure gages, and other equipment, material and facilities required for all hydrostatic and leakage testing. THRIIST BLOCKS: �11 plugs, caps, tees, bends, fire hydrants, valves, etc., shall he provided with thrust blocks. For thrust block construction details, refer to "Standard Water Details" as shown on Sheet S.-6. �IISCF-LLANF.OiIS APPURTENANCES: �iTT-Fouse services s a 1 include the following: Curb stops, unions as required, corporation stops and goosenecks if designated above. The house service shall be complete to the curb stop as shown on the "Standard Water Detail" sheet, and shall be of the type required for compatibility with the service lines specified, and shall he as manufactured by the Mueller Corporation, Hays, or Ford. FIRF 1'D I1R.\NT-S: Fire hydrant specified shall he �l'll/�CC��yJOO,q-��O/5 meeting the above specifications. (;A TF VA1,VE:S: All 2" gate valves shall be Kennedy, Iron Body, brass mounted or equal per their specifications. `'RESSi - RE i'FSTF�;r;: C/T,y �� �iYF�/�O(/J�QF/�T, requires that all water mains be tested at 1 S 0 P.S.I. DllEie ACTIVITY_ NAME DATE DESIGNED BY: JMD 8/84 SCALE 1"= 30' DRAWN BY RBB CHECKED BY: JMD /JCB 8/84 DATE 1/7/85 8/84 APPROVED BY: JCB 8/84 REGISTRATION N0: 34791 N 0 DATE REVISION APPROVED JOB NO. C1715.00 DRAWING NO. ;fl N I I -IN "t N tal I Ilk' lk Ilk ;W 'ib I � i --' ,r r . t 1 �, i, ' i I � � ,.w .e,.^ a t. � 9' "'�+"�-- �. A` �\ c J i i �,, r , a � � 4�' ' r. �� �, s� 7 t ;' 1 l 1 1 -SYMETRICAL ABOUT ro II BACK OF CURBr3° BACK OF CURB ---------� I , iv _j 4' CURB TRANSITION 4' CURB TRANSITION VERTICAL TYPE CURB A MIAMI TYPE CURB ALTERNATIVE ALTERNATIVE IF CALLED 6'- 0" m 6'- 0" IF CALLED FOR ON PLANS OR EXISTING FOR IN PLANS OR EXISTING PLAN L..I#uA 1 L E T Till T T Y Fm wj"" E B II 11 TO BE PAID FOR AS THROAT ELEVATION IF SHOWN TO BE PAID FOR AS CURB a GUTTER ON PLAN -PROFILE SHEETS. CURB a GUTTER VERTICAL 4' CURB TRANSITION LIMITS OF THROAT CONSTRUCTION 4' CURB TRANSITION MIAMI CURB 611 4N 3N CURB 311 oVil 0 ;_6 _ G J 45 BARS AT 6" CENTERS BOTH WAYS "B" BARS (TYP) m w _j "A" BARS (TYP) U U q w $ 6' RADIUS > -' to 0 0 m %p r--�---i--fi- EXPANSION JOINT I I I I EXPANSION JOINT D GRATE - CTI OPENING IF REQUIRED BY PLANS i --- TO BE 9" UNLESS OTHERWISE THROAT NOTED ON PLANS. ELEVATION MANHOLE FRAME a COVER SPECIFICATIONS TRAFFIC BEARING - HEAVY DUTY MINIMUM WEIGHT: TOTAL - 400 # FRAME - 250 # COVER - 150 # NON -TRAFFIC BEARING - LIGHT DUTY MINIMUM WEIGHT: TOTAL- 250 FRAME- 1 50 # COVER- 1 00- EQUIVALENT PIPE DIAMETER 11M" UP TO 27" 4'-0" 27" TO 36" 51- 0" 42 61 — 011 4 811 81- 011 OPENING FOR LIGHT DUTY CAST IRON FRAME AND COVER -TYPICAL ALL INLETS. �--29" RADIUS #5 BARS AT 6" CENTERS °C° BARS - BOTH WAYS ALL AROUND HOLES �6' PARTIAL SECTION THRU SLAB 6' RADIUS 1 TOOL 3/4" RADIUS -ALL EDGES #5 BARS AT 4" CENTERS (OVER "B" BARS) 12' - 0" PLAN 0P COVER SLAB FOR INLET THROAT TYPE 'a NOTE: SEMI -CIRCULAR CHANNELS IN GROUT FILLET TO CURVE TANGENTIALLY TO INCOMING SEWERS (TYPICAL). A CONCRETE ALL AROUND BASE COURSE 8" ASPHALT PAVING MIN. MINIMUM OF 2 COURSES OF BRICK4L40 CV NOTE: WHEN AN AREA INLET IS CALLED FOR N ON THE PLANS, USE A TYPE "A" MANHOLE WITH 0 o A FRAME a GRATE IN LIEU OF A FRAME a N 71 U) COVER. MINIMUM WEIGHT: TOTAL - 400 # MIN. c FRAME- 250 # 1 2"GRATE- 150 # W NOTE, IN LIEU OF CONSTRUCTING MANHOLE AND INLET WALLS OF BRICK, CONCRETE Z RING CONSTRUCTION CONFORMING TO A-SIM. SPECIFICATION C478 MAY BE SUBSTITUTED W AT THE CONTRACTORS OPTION. BRICKS FOR Q MANHOLES AND INLETS SHALL BE SOLID n BRICK AND ACCORDING TO S.R.D. SPECS. m uj NOTE: OMIT ALUMINUM LADDER STEPS UNLESS SPECIFIED IN THE CONTRACT. Q� ❑� >- N _ Z 11 w 19 11 ❑ wjSTANUAND TYPE A 0] A / CEMENT PLASTER �-- - —8" BRICK WALLS (SEE PLANS) A .a SECTION NOTE: OPENING MAY BE CON- STRUCTED AT EITHER OR BOTH ENDS (IF REQUIRED) AS SHOWN ON PLANS. #5 BARS AT 6" CENTERS BOTH WAYS "A" BARS (TYP.) "B" BARS (TYR) 8>> C" BARS -ALL AROUND HOLE. 31- ON 4'- O" CURB 9'- 0" 41-0" CURB NOTE, TRANSITION PLAN >T. TRANSITION REBAR PLACING PROCEDURE II I. LAY "A'� BARS 1.1/4" CLEAR OF BOTTOM OF SLAB. INLET T H Ru" AT TYPHE A 2. LAY B' BARS WITH HOOK OR BEND ON CURB END, OVER "A" BARS. 1 If DETAIL SHOWN FOR VERTICAL CURB ONLY. SEE TYPE 1 3. 11 ItLAY TWO ADDITIONAL A BARS AT LIP OVER "B" INLET FOR TRANSITION TO MIAMI CURB. B BARS (TYPE B INLET ONLY). 4. LAY "C" BARS AROUND OPENING OVER "B" BARS. /—THROAT ELEVATION IF SHOWN \-OPENING WIDTH (IF REQUIRED ON PLANS) PLAN ON PLAN -PROFILE SHEETS. TO BE PAID FOR AS LIMITS OF THROAT CONSTRUCTION TO BE PAID FOR AS CURB a GUTTER CURB a GUTTER FLOW LINE OF GUTTER o I oID I I 4'-0" CURB 6' - 0" 3' - 0" 4'-0" CURB TRANSITION SECTION INLET TYPE DIMENSION SCHEDULE A B C_ D 3'-1" C 3'- 4" 2'- 011 4'- 5" E 4' - 4" 3' - 0 11 51-10" 4' - 6" MANHOLE FRAME a COVER (SAME AS DETAIL AT LEFT) INLET DE AIL i (SEE SCHEDULE FOR TYP1="C" OR "E`) FREI NFORCED CONCRETE SLAB H 4-#4 RODS EACH WAY.A GRATE SIMILAR OR EQUAL TO IRVING TYPE H.V. 4"x3/8" BRIDGE 2 /,sIf 2 '/4" 1- DECKING a DRAIN GRATING WITH 3/8" END BARS. i/2"asx 6"LUG 4" x 2 '/4" x I/4"L WELDED TO L (TYP.) "M" DIA. X ALUMINUM LADDER STEPS IF M DIA. F.L. - M.H. DEPTH EXCEEDS 4'- 0" F.L. GROUT FILLET ELEV. 'I ELEV. 11 6 >� 6 TYrT 6" REINFORCED CONCRETE SLAB WITH 4x4- 4 WWM DEPTH GREATER THAN 60DEPTH LESS THAN 5'-- 0�� DIAMETER LESS THAN 5'-0" ANY DIAMETER 00 O 1, w o ' a LIGHT DUTY FRAME a COVER - MINIMUM WEIGHT: TOTAL-180 # FRAME- Il 0 # COVER-70 # SLOPE: 1/4" TO 12" MINIMUM - w WE oc w cn z O o >> . F.L. ELEVATION (SEE 04 rn PLAN -PROFILE SHEETS) e crU~ 0cn ► :... 0. 2'lx 4" KEY. co ►. p a. �. #4 BARS AT •I1-011 CENTERS NT'Y. BOTH WAYS GROUT FILLET SECTION A —A TRANSITION 4-0" (VERTICAL CURB I' - 6" 4'-2" (MIAMI CURB) I' - 4" THROAT ELEVATION IF SHOWN ON PLAN -PROFILE SHEETS. NORMAL GUTTER ELEVATION o o i� SLOPE I TO 10 i o w(n_ 3: - w U w w a o . I 11 II — TYPE B INLET ONLY TWO #5 BARS Z F- (noo IN CENTER SUPPORT _o C) V) ®� 811 3'-6" DIA. 8" #4 BARS AT 9" CENTERS BOTH WAYS. iY I� 4 F.L. ELEVATION (SEE PLAN -PROFILE SHEETS) o � + 0 cr a.M - .. - SLOPE SAME AS PIPE IF F.L. ELEVATIONS ARE GROUT FILLET - NOT SHOWN ON PLANS. #4 BARS AT 9" CENTERS BOTH WAYS. SECTION FEB 111 r r Existing pavement - _ __..:_ _�___ Untompedbackfill 'lounded to Upen-culluly. compensate for settlement. Resurfacing: Extent indicated elsewhere ' BACKFILL on these plans. h - ul III n I' - Oil II 6" Concrete slab u II-01 III III l — u Ill III I11 III nl Ilf Ul >� U► ul 11 II I�l III TV II I III BACKFILL RI BACKFILL ITi BACKFILL L (See Specs) III ��I III lil (See Specs) it o 111 TII Compacted to 100 /o II Existing cast iron water main. Gate Valve AN Gate Valve Proposed cast iron water main Cutting -in-sleeve or tee and sleeve. _i Existing cast iron lir maximum density as I 3'- 6" O water main III 111 lil I - U III III 1 I I� determined by A A - min. Proposed cast iron S. H.O. -T- 99 lu — - water main. 21-0" min. - - 2'-0" min. ICI 2-011 min. III (►1 III II lTi ll1 Approved granular backfill L ill in 12' layers and tamped. ELEVATION III tU �� — I o I'-o"'� II TYPICAL INTERCONNECTION DETAIL = UI 611 6" III 111 in. in. lil I -01 - _ (No Scale ) UI ul II �I D D lil D II D NOTE: Blocking shall be provided for all fittings as shown elsewhere on this sheet. III III u = D III III II ll1 )� ________ J Existing water main _n u► _ ( , Over excavatlon Fit ��i 1111 �Approved granular backfill placed in ZOver excavation to be filled with 6 layers and tamped by hand approved tamped material. Typ. Tomped fine or granular material to spring line of pipe. Untomped fines or granular mat- erial. TRENCH UNDER EXISTING TRENCH IN EARTH TRENCH IN-RIOCK DRIVEWAYS AND STREETS NOTE I. Trenches shall be gs„narrow as possible to allow for safe and proper water main installation. Trench sides shall be vertical to a point 1-0 above the top of the pipe. Above the point sloped sides may be used if conditions permit, but should be kept as .nearly vertical as possible. 2. For trench in cinder fills, garbage dumps, s9It marshes, muck soils , or places where hormfull corrosive conditions exist, pipe shall be protected with at least 10 of sand or limestone screenings on all sides and tamped by hand in 6 layers. See Specifications. No additional compensation for corrosion protection of a pipe will be allowed. 3. For open -cuts of existing pavement, where permitted, the pavement replacement shall incorporate 6" thick conc- rete slab bridge on not less than 10 of undisturbed sub -grade on either side of trench and constructed to provide for type and thickness of wearing surface to match existlna oovement. TRENCH DETAILS Conc. Collar: 6" Thick with #4 Bars all around 3 Clearance Ground surface 91 =hh Ill = Ill = _ = b = _ _ - Cost iron service box Goose neck if required by City or Utility Co. or called for on general water notes Corporation stop Mueller; connec- Minimum depth as tion shown is to a cost iron main. Double strap Wddles or specified for main clamps are required on PV.C. or A.C. mains Water main Service pipe Brick Cur b stop (No Scale) CURB STOP DETAIL NOTES: I. This type must be used where meter. is located in. building Meter is to be furnished with adaptors. 2. Service boxes to be C.I. of Mueller, Hays, Ford or equal. Type Manufactured. Road Surface Proposed water main •. Z Clow F- 1 290 cutting in tee Ca Proposed cast iron water main ling sleeve and alve i s t i n g cast iron eater main. Uu ELEVATION TYPE i.Bii INTERCONNECTION DETAIL ( No Scale ) CO coupling )ipe or approved equal, tee TYPICAL DESSER COUPLING CONNECTION and cutting in sleeve. CAST I RON PIPE TO STEEL PIPE PLAN W Concrete thrust block A *Gate valve FF doD4D/oncree foundation block minimum thickness of 3" SECTION Z- Z for full width of valve ( No Scale) INTERCONNECTION OF EXISTING AND PROPOSED MAINS Removable 1/2" goly pipe 311 Clearance Finish grade 2"goly casing pipe 11 1/2" ell a � v va 11 0"x 11 0„x 6„ concrete block Curb stop Brick OWoter main (No Scale) AIR RELIEF VALVE DETAIL NOTE See detail of Corporation stop, on Curb stop detail Roadway surface u1 lu lil IF, L Conc. Collor 6" Thick with 4V4 Standard concrete thrust �- bars 011 around block for tee _ Adjustable roadway Waste Opening ,il j Water main L valve box Standard concrete thrust block 36 A it 3.6 Course granular �l Cost iron tee hl Ijl Gate valve Water main backfill e IU p • Ip ' .pl Pis Cast iron tee ICI 111 0 - I' -Oil 0 0 ! lil 0 r' to D :v` t o.�'. Concrete foundation block III,p. �i I=111� l •: 1 inum thicknuo :'' "ess of 3, ;,p e. .c. -11- =l =11� ,°a. °' ` ' ►i for full width of valve. I�IN�=JII�IIt I1F�11= ConcrJe foundation block '' '- = - .11 Concrete blocking to (No Scale) 2' 6 x rest on and extend to FIRE HYDRANT SETTING undisturbed soil behind STANDARD ROADWAY hydrant for full width VALVE VALVE BOX NOTES: 1. In order to keep placement of Fire Hyrdrant between of hydrant curb and sidewalk, contractor may need additional (No Scale) fittings such as elbows, etc from the main hydrant. 2. Although water main is shown under street, this does not indicate that this is always the case. See ions for locations. Conklin Pbrter and Holmes ENGIINNEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET DATE--F TO FOR SANFORCI, FLORCIA 32771 TEL 306 322-6841 TEL 305 831-5717 6 PROJECT CONTROL " STATLER SERVICE 8 SUPPLY race ewalk Existing water main Proposed gate valve to be inserted Existing water main �I • . .. ° ou Concrete foundation block. III .I -III-1 _I =11 Minimum thickness of 3" for Clow F-220 cutting in sleeve full width of valve or approved equal (No Scale) DETAIL FOR INSERTING GATE VALVE IN EXISTING WATER MAIN Conc Collor 6" thick with tt4 bars all around Cast Iron or concrete meter box r� Cost Iron v°°oo; I o o•,',� valve box ° 00°o' I �' a oJ4 Dry well rocks 0 ° •• o 000 0 0 o o; 0o °00 0• � p o o • p °, Concrete thrust block 2" Gate valve =111�u�rl = BLOW - OFF DETAIL ( No Scale) Meter box, Cast Iron or concrete _ 11► 11=� III= 71 rt Meter �--Angle valve curb stop either locking or non -locking as Service line directed by the City, Utility Co. or by general water notes. (No Scale) TYPICAL METER INSTALLATION NOTE Meter and meter boxes are not included in this work unless noted by plans or specifications ACTIVITY NAME DATE DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: REGISTRATION NO: T Carry concrete to PLAN solid ground a, F F SECTION X-X (No Scale) THRUST BLOCK FOR TEES G G X V a aIII' -Ile = V L I C � III I ul all, =III �Ilmp1=III =1 II Carry concrete to PLAN solid ground A t�-- . D i a p II I -III=UIaIII=`II1111=' - SECTION V-V (No Scale) THRUST BLOCK FOR CAPS t'L HIV Carry concrete to solid ground. D/4 _ E + II v v E .n oNI ul-ut=III _m=ur=ni ELEVATION ( No Scale) THRUST BLOCK FOR Y _ PLAN Double acting steel wedge 2/ 3 D, 8" min. V'J Ill_JIIENI =III-1 I_111==III_Iltll C W PLAN D/4 E E o' II D/4 II ill= I =( cl I SECTION W-W THRUST BLOCK FOR HORIZONTAL BEND VERTICAL ELBOW THRUST BLOCK FOR 10" _....._.._.. T (No Scale) Y 2/3 D (8"min.) VERTICAL 1/16 & 1/8 BEND NOTE Embed6 bars- 22" and point exposed bars with two coats of approved Bi- tuminus paint D A B C E F G H J K L 4"B6" 811 111' 1'-3" 8" 8" 8" 311 21-6 21-61. 31 0'1 8„ 9, 11-2 1,_8„ 9, 1011 91, 3,. 3'-0 2-9, 41-0il 10" 10 1-611 21-1 10" 11-0il 11 11-0 3" 41-0'1 31-0'1 41-611 12" 1'-0' 1'-8" 2'-6" 11 1-311 11-011 311 41 611 3'-6" 41-911 161i 1'- 2" 21-411 S-4" I'-3" II-8" 1'-4" 4, 51-2. 4'-0il 6'_61 Corporation stop Corporation stop Service line (See notes 1 8,4) Service line (See notes la4 ) Water main Meter andmeter box--j I Water morn I'-0"(See note 3) - � I 1 Curb stop 1 Curb stop L a I1 0" (See note 3) Meter and meter box DOUBLE SERVICE SINGLE SERVICE TYPICAL UTILITYIS WATER SERVICE LINE NOTES I. If water services are to be a part of the construction, the service line materials and locations of will be noted on the plans and, or in the specifications. 2 Limits of construction shall be from water main to curb stops unless otherwise noted by the plans or specifications. GENERAL NOTES 3 1'-0" to be used where municipality or' utility com- pany does not require otherwise. NOTES I Alternate type pipe joints will be approved as indicated In the specifications, 4 Size as shown on plans or general water notes 2 All concrete to hove a 28 day compesslon strength of not less than 2500 PSI. 3 Typical detail as shown on this sheet are to illustrate the Engineer's intent in Install- ing water mains and are not presented as a solution to all construction problems encountered in the field. The contractor may alter method of con- struction to suit field conditions providing he submits proposed alter - note to the Engineer and/or Regulatory Agency for approval and uses of material as designated In the specifications 6 RE V_1 •s 0 0 R A'tll I N ful STANDARU S SUPERSEDES PREVIOUS) PRIM"r SCALE DRAWING NO. DATE - WATER Of N O DATE REVISION APPROVED JOB NO. i PLAN (No Scale) SECTION T-T MAXIMUM BELL HOLE ELEVATION NOTE Pipe shall be continuously supported following backfill, the maximum bell hole excavation will be as shown E ��5�," . ,n 1 �� �k ��pl