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1200 Red Cleveland Blvd (airport expansion) (Exempt)
e rx CITY OF SANFORD BUILDING &`FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 1200 Red Cleveland Blvd.. Sanford. FL 32773 Historic District: Yes El No 0 Parcel ID: Residential ❑ Commercial Q Type of Work: New 0. Addition n Alteration ❑ Repair ❑ Demo ❑ Change: of Use ❑ Move ❑ Description of Work: Terminal Addition and Renovation Plan Review Contact Person: John Baer Title: Arch of Record Phone: 407-322-6841 Fax: Email: jbaer@cphcorp.com Property Owner Information Name Sanford Airport Authority Phone: 407-585-4000 Street: 1200 Red Cleveland Boulevard Resident of property? City, State Zip: Sanford. Florida 32773 Contractor Information Name -:FsG) LSU a I br r, elcte-, .41 di ager LLC.- Phone: 013 = &290 - 3N(o4 Street: 100 5 . PS 11 ltv D r -' ye_ , S4; 4e. 3550 Fax: City, State Zip: 7-a.,ng2a . FL 13 (007- State License No.: �' C, 1514 QSS'Architect/Engineer Information Name: ' CPH, Inc. Street: 500 West Fulton Street Phone: 407-322-6841 Fax: 407-330-0639 City, St, Zip: Sanford, Florida 32771 E-mail: ?Yavttel $ Cas- al4y Bonding Company: za& F --dc 1#'1X -P c"4. rMortgage Lender/mel: e Towv o one Set.� LlQr'-t-u G %— Address: 4oe (Le al Qiroc, lc. 131v ej Address: 6tvi .. a 3 fir►,' 11 �, ✓f'2 1� WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT. IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells,.pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed mith the date of application and the code in effect as of that date: 516 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application WATER LINE SCHEDULE 1 1 t 1 1 1 1 1 1 1 X ::.: /:{:{ :..:..:._:. ::::•:::•::•::•::::•::• /,:.....:::.:.::::::.:: f 1 /.`,: ............. ................ .............. ............. 1 ` •• T ... / ...... ruRn .;: ... .............. ....................... ............................... .......... ............................... ...., /:1 .................................. ... ... f: f:: :::, �: `: ................................. ................................... ....................................... ............... v.., ....................... ......................................... :..:::._::.::.:..:.:.:::::::::::. '4 . ............. ......:. `: ......... ......... ..._...... `: �. :.: ' ,�.� �.. L-- -- SANITARY SEWER SCHEDULE a CONNECT TO EXISTING 8" WATER MAIN WITH O 8" X 8" TAPPING SLEEVE AND VALVE O8" PVC WATER MAIN O8" - 22.5" BEND O8" - 45" BEND O8" - 90" BEND O8" GATE VALVE O7 8" X 6" TAPPING SLEEVE AND VALVE FIRE HYDRANT AND G.V. ASSEMBLY O SEE DETAIL 1.34, SHEET C1.19 O8" X 4" TAPPING SLEEVE AND VALVE 10 4" FIRE LINE POST INDICATOR VALVE 11 SEE DETAIL 1.33, SHEET C1.19 BACKFLOW PREVENTER 12 SEE DETAIL 1.30, SHEET C1.19 13 FIRE DEPARTMENT CONNECTION 14 4" - 90" BEND 7❑ SEE ARCHITECTURAL DRAWINGS 15 FOR CONNECTION TO BUILDING 2" DOUBLE STRAP SERVICE 16 SADDLE AND CORPORATION STOP 17 2" SERVICE LINE 18 4" - 45" BEND 19 METER 16 2" REDUCED PRESSURE BACKFLOW PREVENTER 20 SEE DETAIL 1.31, SHEET C1.19 21 4" - 22.5` BEND 22 6" - 90" BEND 23 2 1/2" SERVICE SADDLE AND 21/2" - 5' SERVICE HEAVY DUTY FLEXIBLE PAVEMENT LINE PLUGGED FOR FUTURE CONNECTION 1 1 t 1 1 1 1 1 1 1 X ::.: /:{:{ :..:..:._:. ::::•:::•::•::•::::•::• /,:.....:::.:.::::::.:: f 1 /.`,: ............. ................ .............. ............. 1 ` •• T ... / ...... ruRn .;: ... .............. ....................... ............................... .......... ............................... ...., /:1 .................................. ... ... f: f:: :::, �: `: ................................. ................................... ....................................... ............... v.., ....................... ......................................... :..:::._::.::.:..:.:.:::::::::::. '4 . ............. ......:. `: ......... ......... ..._...... `: �. :.: ' ,�.� �.. L-- -- SANITARY SEWER SCHEDULE a CONSTRUCT DOGHOUSE SANITARY MANHOLE AND CONNECT TO EXISTING 8" MIA N EXISTING UNDERGROUND ELECTRIC S. INV. 45.10, N. INV. 45.25. TOP E.f-V 50.35 - 220 LF - 8" PVC @ 0.40% CONCKETC ENCASE PER DETAIL 1.27, SHEET C1.19 "- '. CONSTRUCT SANITARY MANHOLE S. INV. 46.13, NE. INV. 46.20, TOP ELEV. 50.00± 4❑ 45 LF - 8" PVC @ 0.40% CONSTRUCT SANITARY MANHOLE SW. INV. 46.38, N. INV. 47.80x, TOP ELEV. 51.10± (VERIFY AND i:ONNECT EXISTING WATER LINE EXISTING GREASE INTERCEPTORS TO MANHOLE WITH A MIN OF 6" PVC CONTRACTOR TO VERIFY INVS. UP;3TREAM AND DOWNSTREAM CONNEG7;0N POINTS PRIOR TO CONSTRUCTION. CONTRACTOR TO ' '' i :. ; CONTACT ENGINEER WITH RESULTS.) = 8" X 4" SANITARY WYE, INV. 45.50± 7❑ 6 LF - 4" PVC @ 1.67% a 4" C.O. W/ WYE, INV. 45.60 TOP ELEV. 50.75 ••�:'�+`•' 70 LF - 24" STEEL CASING WITH ;.i5" WALL THICKNESS. PROVIDE SPACERS. � IELD AND SHOP WELDS OF CASING PIPE Srik.i. CONFORM TO AMERICAN WELDING SOCIE1'( STANDARD SPECIFICATIONS. 16 6" X 6" WYE - EXTENDED 10' - 6" VVr @ 1.0% MIN. 11 6" CLEANOUT F.L. 42.50 NOTE: 1. PROPOSED WATER MAIN IS REQUIRED TO BE `NSTALLED AND TESTED AND RELEASED PRIOR TO REM041, L OF EXISTING WATER MAIN. LINE STOP OF THE EMi ;7ING WATER MAIN AND RECONNECTION OF THE NEW WATER MAIN SHALL BE PREFORMED SIMULTANEOUS OR AS CLOS= AS POSSIBLE SO THAT DOWN TIME OF THE WATER SERVICE, IS LIMITED. 2. BY-PASS PUMPING WILL BE REQUIRED DURING DEMOLITION, CONSTRUCTION AND TESTING OF THE SANITARY SEWER. LEGEND 20 0 20 40 CHAIN LINK FENCE � � � � � � � � = * ' PROPOSED WATER LINER Graphic Scale in Feet PROPOSED ELECTRICAL LINE (SEE ELECTRICAL PLANS) EXISTING SANITARY SEWER PROPOSED SANITARY SEWER A.. :' EXISTING UNDERGROUND ELECTRIC ' ' •::'S :• :�' 'i - "- '. EXISTING GAS MAIN "�+' ' ! `•-' EXISTING WATER LINE ...,,, .•. •....: . • I''• 'r,! •'- ' ' " PROPOSED STORM SEWER SYSTEM ' '' i :. ; .' ; : = �-W•. '*"• . ••�:'�+`•' �.'• + : �; PROPOSED MITERED END SECTION ,'"�;,' «. .�'• •• ti .• .r ' • •• .. Y� •' •' •'• // HEAVY DUTY FLEXIBLE PAVEMENT .. ! • :. • .... -.• i "` `/// /i/ SEE DETAIL 1.11, SHEET C1.18 •' : •• ' . '. • "... '-%.:�:' . ^ // SIDEWALK -:' i J `. . P..•, . V.:,t.,.�.., 4�' ,r+. SEE DETAIL 1.14, SHEET C1.18 .- - •• • .* .- "^'•'' �( . .. f ": -'. ! •. , . i s i'.., •� .. �j. j � :� •. CONCRETE . :.:..' , f,.; ... 4 - ' ' • ' • y;' - . STABILIZED GRADE : ' ' / ,_:� ti'.. C.- r, :s :....r .,:-, :;�.. *. ,`:sem.-f-:"' .::-,�- �.: •;. -:1; ' EXISTING FIRE HYDRANT ._.. .1 . • �' �° e.,: ;' • • . '. • . • t : •.::•. -+ :•:. ,,. . • a .. t- �, V' PROTECT EXISTING DOUBLE DETECTOR BACKFLOW � /' EXISTING 8" WATER MAIN i'I 6 KEY MAP ■ r� 1. ft C .rAl II 1e. 2 j Z�// cm ^, 1 3. CONTRACTOR TO VERIFY EXISTING WATER Mit'(. CONNECTION FOR NEW FIRE HYDRANT ASSF11RLY IS OFF 3 REMOVE 8" LINE STOP AND ' MAIN WATER MAIN AND NOT CONNECTED TO !' iE FIRE LINE & 3, INSTALL RESTRAINED MAIN IN THIS AREA. 8" G.V. AND PLUG -�, 6:. ,.., ° ,, : r �; MATT MINDNE Y, ' 5 a � s 10 i• , 2018 1+ 4 SANFORD Flf� t EE+ -"T. . fi r r' " DATE: EXISTING 2 sTORMwATER INLET & � 23 S A N F OR D FIRE D E PART M 71" T 11 THESE PLANS ARE REVIEWED AP4'D �` `A CONDITIONALLY ACCEPTED FOR PERMIT. AN ISSUED PERMIT SHALL BE ::::: 2 DEEMED PERMISSION TO PROCEED ' 1V f :. ' , WITH WORK AND NOT AS AUTHORITY :::....:'. TO VIOLATE, CANCEL, ALTER OR SET /;:;, :, :::, :, ::::::, , ;, • EXISTING GAS TO BE RELOCATED BYY T iaROVl+�tN�t8 :....:..........._................... 4 GAS COMPANY AND MAKE ALL CONNECTIONS '�"� �N�►►SAL CdDES, NOR SHALL f..... .:.::.. TO EXISTING AND PROPOSED GAS MAINS 1;,. MIT Pi:EVENT THE APPROX. LOCATION OF NEW IRE DIVISION FR(iM C� POWER CO. 5FTX10FT * T t -t 17 P !_ A I R E C' ! f< 1 N C A .... ..................... :.._::::::.:::..'.:;;. r......: �`,p FP&L SPLICE BOX ... ...:.... '9 v :.::. O,� 6 PLANS, CONST, WCTIOr� f OK O iiia , :. '._:::::.:::. VIOLATIONS OF THE CODE. •:::... �,: �. e 1 ::::.::... :.:::: ,......-................,......... .. .................. ....* LOADING DOCK 8 ;: .......................... ..:: •::::::::::.::: •::..: :::•:::::•:•:::::•:::::.:::: •::::::::::.:::.:::::::::::.:: ............. :" ::•::..................:.............:::::::........ BUILDING ................. ..... ................... LOADING FFE = 51 : 1...,:. .................. . .............. .............. ................ ,..,......... ............... !. ::::::::.:...'`:::.:::.. •: DOCK RAMP-:` -'- "-':i: ':=::.:.-:. r� : .;. . :•::•:::•::-::•::...'...::....... 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OPEN CUT AND REPAIR ....................................... ................... ..........................-.........,,.................................... .. ::...._ :::::.. :::::::::::.:::::.. .:::::.:.:.::::::.::::::: :.:::.::::.:.:.: :.:.:: ' :::::::. :•::.: :: ::::: :::•::. •........ :::::.:.... .......................................................... ...... 1 ....... '. �::::::::::::::::::: :::':.::::.�::::::.7.:':::: .:::.:::::::.. -C.�:.�:::.:::::::::. .. LICK :: ::::.:::::.:::::::::::::::........ AIRLINE AVE. :::::.:.::::::: :::..:::: ,::::::..:::::::.::::.:::::::::.::::::::.::.::::::.:::.:::.:::::::::.:.:.:.::. :::::.::::::.::::::.. ::::.:::::....::::::::.::..... :.:::.::.:::::::.:::::::._:.::::.:: REMOVE AND ........................... . ..................................................................................... ......................... ; . ,.. 4 D ....................................""'-.'.. ....... ...................................-..........,.*.,....•„-....-..-.......................................................... ... , :::.,.:..,............. ................ ROUN............................................ .. :. �........................... ::::.:: REPLACE CURB ........................................................................................ ................. S NOTE 3 THIS SHEET ........................................................................................ :: EE ............................*., ............................... :.......,.,........,...........,.............-.......,,....... ................. ::.::::.. EXI TIN WATER MAIN :� :� S GS s :n �::. 8 e `�- ................................................................. .. ...:... ........... ee ...................... .. ...... . :;�:;.: .............. .............. ............................. . ... ..................................*.,.............-..,.........-.......... ,........ :1 ....................... ......................................................................,.......................... . :............................:.................:::::: ::. ::..,.:::..- 8 , ELIC .................... 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'::: ,:.,.* .................................................. ...................... EXISTING .....................:.::::::::•::•::•::•::•:•:::•::•::•::•::•::•::•::... .......:::::::•::::.-:.-...- :C :...•:::::•::::-::•::::::-::. :........................:............................................................................................. _ 1 g 8" WATERLINE 1 V :.::::.:::: .............................................,.......--...... EXISTING FDC ................................... ...... .............. .........................................................:::::. a, :::.:::.:.:::.::::....: 11 :•:::•::::•:::•:: :•::::.:.:.:::..: 14 EXISTING 6” SANITARY SEWER .._... ... .... ............ �_ .. • . . . . ............. ::: e UE UE UE -.,. .............. ............. .............. ,..,.,. :. -.:..... -*J' . -: ......,...... ............ , . e """"'.."' """"""' 12 APPROX. LOCATION OF :::::• .. . .... �.::...� NEW POWER CO. SWITCH .. .___ ......... , ::. '". ........................... y . , • 9 .......................... ...... ,... ' --...... " — EXISTING ?." "" REMOVE 8" LINE STOP AND INSTALL RED P RESTRAINED 8" G.V. AND PLUG PARKING GARAGE :. �• (SEE ARCHITECTURAL DRAWINGS) CLEVELAND ,..:... WEST SIDE BLVD. - .• EXISTING UNDERGROUND ELECTRIC ,• 1 ----.J J: \S12014\Civil\DWG\Design\_Current Sheet Set\C1.06 SITE UTILITY PLAN PHASE 1.dwg, 7/14/2017 4:11:02 PM, Dodge, Archie, _cph - Civil And Landscape.stb OUT TO BID c www.cphcorp.com A Fail Sen4ce A � E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: e Florida e Puerto Rico e Connecticut e Maryland e Texas LL a U; n 8w co aw ra a J ELL N Q Q Q< Q a Q z m O O N m 0 a a "11 0 -0 -0 N U) C M O > O rn 3 � o ci z o 0 t Q V c0 a N 0 U Q In 0 3 Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, F1.32771 Ph: 7. 22. 41 40 3 68 Licenses: En . C.OA. No. 3215 9 Survey L.B. No. 7143 Arch, Llc. No. AA2800826 Lndsc . Llc. No. LC0000298 P M ti Z ti N O M J Z ILL Q a o OC W O ILL J Z Q Z Q Z Q J a o� D W W > y J J Q ww. m w 0 �a � z w a � 0) Z w a Q J v 0 o W � O w O a N Sheet No. coos 35 'U I& J IN f 3 . io-)1 a ;r��C _ 1 I ri Are € ;- ] t I - - !'' • r' 13: 7 _:ate'-�' 'a' - - i � � � r��..._-�_,��� -.� F--° i -. 1 �L f 4 t t i -re'-' - `='a ;'tea Lj i� AC UNT �-- _ �lAiu Raz e -'° •-� i ' f - _ - , . spa t,, c u mow. 7 . f' BUT 1 *T5 OF t U Lj - a;Cm 3 MR4 A I 1 i M t W F EXISTING TERMINAL J (SEE ARCHITECTURAL PLAN) ` _ = 1Y PALU ~� i 5 1- COURTYARD 1 - # �- J 1 •--.`'` - =° 6 OPEN CUT SIDEWALK ' — — Ya — AND REPAIR - - ---- EXISTING CANOPY - a_ 1 ;a \ t PROTECT EXISTING COLUMN ;fir. :•o o r� t.- y- rs _ '- - 13 - 4.it Ez _ e :t 20 EA n - r-, > a ( se CU ove AND REPLACE RB 2 s - ....... `�' - -' ':_ � �` `` EXISTING 6 PVC R ffi -z g> RED CLEVELAND BLV �•. -r _,Azzly _ -_ = i _ APPROXIMATE LATI N F . -- _ .] i > �' _ €, � OPEN CUT AND REPAIR .-., 9--9V _ ..�.- �� �V C -_ - EXISTING 6" SANITARY SEWER Jar:, r _� _ !� ,. i ice:-� � fir- r� �-.. �,:-q: } - -� �" � � � - �- r -� S 4 #_,A ZZ3-. -,tee=.a -�� •::j _ y . I _-. 5 _- EXISTING STORM DRAIN ,� t� _ _ _ REMOVE AND REPLACE C B t: 5 t ' 1 - -� i 1 } a. rs.-=€'"^-1..3' i ; $-> 'ice'•'. _ gam$ _ - rti _ y _10 s s' - r , m 3- - fk ." �__ _a- acs 3ss S i _ - - _ k # - 1 > EXISTING FIRE s _ 1 'j z HYDRANT ASSEMBLY : r € E _ _!ter:=� _ a x `, _� _ sy p �._ �. �+; ` - ,.�.-,- � ���..ra$,^ �` � �_,----- 1 ,fa`z'e ., u _ 3 - L , PLU a ; ' 3 a ' _ ,A_� - - ` i a .. f wV v -17 i? 73 `T sy a •�-'� � ; �`�` , _ _ 9 7 EXISTING 8" WATERLINE 1 8 rpt RC#' ; � _ 1 FOP •r ' .`- _ r;i�4 � d9: RZ-F- SE INV S -EY 4-564 IN N XV 4S-41 3d3;i rat i 1 r._ $ �1 _ gl - - !� :A$r ��� T ,� At of _ _ Of a:\aiZui,r\t,ivni\urri,\uesign\—e,urrenc aneez aei\w.u/ alit unUnr rLAN rr1A= Lawg, /114/Zu1/ 4:II:L`J rm. uoage, Arcme, —cpn — %,rvu Ana Lanascupe.sw L V� 7 KEY MAP OUT TO BID 0 www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas ut a N 3LO OW ow ra AD J E LL m a> C LEGEND CHAIN LINK FENCE PROPOSED WATER LINER EXISTING SANITARY SEWER — � — EXISTING UNDERGROUND ELECTRIC r.As EXISTING GAS MAIN — W — EXISTING WATER LINE NMI PROPOSED STORM SEWER SYSTEM PROPOSED MITERED END SECTION HEAVY DUTY FLEXIBLE PAVEMENT SEE DETAIL 1.11, SHEET C1.18 «as_.. SIDEWALK SEE DETAIL 1.14, SHEET C1.18 WATER LINE SCHEDULE O1 8"X 6" TAPPING SLEEVE AND VALVE O6" PVC FIRE LINE O6" 90" BEND PROPOSED 6" BACK FLOW PREVENTER O SEE DETAIL 1.30, SHEET C1.19 OPROPOSED FDC O SEE ARCHITECTURAL DRAWINGS N FOR CONNECTION TO BUILDING 7O POST INDICATOR VALVE O 6' TEE Q.8"X 6" TAPPING SLEEVE AND VALVE FIRE HYDRANT ASSEMBLY 10 SEE DETAIL 1.34, SHEET C1.19 WHEN INSTALLING UTILITIES REPAIR ROOF LEADERS AS NECESSARY. 20 0 20 40 Graphic Scale in Feet N OUT TO BID 0 www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas ut a N 3LO OW ow ra AD J E LL m a> C Sheet No. elm, 117 36 I� a a a<©a a Z m m Of O O O N O el o Cq CqT > A W W °� 3 U ui Z o 0 i� 0 a o M N o 0 Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Llc. No. LC0000298 M Z N O ch � J Z LJ. Q w X wp J LL Z Q Z J Z Q coCL r LU d LU ~ J a m Da z o w O Z U) = w J W Q V W O Li. IL 6 Sheet No. elm, 117 36 TYPED' CONCRETE CURB PROPOSED SCREEN WALL 1NDIXN0:3D0......................................SEEARCHDECTURAL........ .. ...... .... 52............•-••.•••••.'••.•PLANSFORDETAILS � 52 .............................................. .................. HEAVY DUTY HEAVY DUTY 51 .. • . .... PAVEMENT FLEXIBLE PAVEMENT 51 ..... ................ ......................EXIBLE ......... .............1...... . ..................... I........................... ....... I.......... A M.E. 50 ELEV.50............... ............... ... ............ B ................. ... .. ..I...... ..... 50 ........ ...... C 49................................................................. ............................ 49 48 , . 48 EXISTING GROUND 47 ............................................................................................................ 47 CROSS SECTION 1.F SCALE- 1" = 20' HORZ 1"=2'VERT 12.8' 51 TYPE I CONCRETE ISLAND 51 PER FDOT INDEX N0.302 . ............ I..... .........................I.......................... . HEAVY DUTY ISL50 . FLEX... PAVEMENT 50 . .......... .�. ............................................................... . 21....................................WE........... . 49 ......... 49 . ........... . . . .......................................... .......... . ......... . ., .....��................................... ��........ . 47 4 EXPANSION POND 4 47 A EL. 48.50 46 B.....� ... 46 TYPE'F' CONCRETE CURB INDEX N0.300 CROSS SECTION 1.1 SCALE: 1" = 20' HORZ 1"=2'VERT ' DO NOT D ENTER R5-1 DO NOT ENTER SIGN 1.21 N.T.S. STOP R1-1 STOP SIGN 1.23 N.T.S. FFE=51 51 ......................................................................... TYPE 'D' MODIFIED CONCRETE STORMWATER INLET STRUCTURE 51 CURB FOOT INDEX NO .300 TOP ELEV. 48 58 ......... ................... ............. BOTTOM ELEV. 40.72 50 Al 50 C 49 ........................................................ 49 48 8 47................................................................. 47 46....................................................................... 46 HEAVY DUTY FLEXIBLE PAVEMENT 46 E. AIRPORT BLVD: A 46 B ...................................... 45 EXISTING EOP C 45 44 44 42 ............ 42 CROSS SECTION 1.J SCALE. 1" = 20' HORZ 1" = 2' VERT STOP BAR TO BE PLACED 4' MIN. FROM EDGE OF CROSS WALK (PER FDOT MUTCD 2000), UNLESS OTHERWISE SHOWN ON THE SITE PLAN. r EDGE OF THE CROSSWALK 2' MIN. SIGNAGE �- 3' MIN FROM FACE OF CURB "STOP" BAR SHALL BE 24" WIDE AND 12' FOOT LONG, OR AS SHOWN ON SITE PLAN, WHITE REFLECTIVE PAINT. (SEE SITE PLAN FOR LOCATIONS) STOP BAR DETAIL WITH SIGNAGE 1.24 N.T.S. 113-1 FINISHED GRADE 2500 P.S.I. CLASS D CONCRETE 8" DIA. PVC SANITATION PIPE R3-2 •i 10' 10' 6- 20' CONCRETE ENCASEMENT DETAIL 1.27 NO LEFT / NO RIGHT TURN SIGNS N.T.S. 1.22 N.T.S. 1.G CROSS SECTION SCALE: 1" = 20' HORZ 1" = 2' VERT OA 2" FDOT TYPE SP -9.5 ASPHALTIC CONCRETE IN ACCORDANCE WITH SECTION 334 AND COMPACTED IN COMPLIANCE WITH SECTION 330-331 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION. Al PRIME COAT WITH SAND COVER MATERIAL COATED WITH 2% TO 4% ASPHALT PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 300 2.2 OB 8" LIMEROCK BASE COURSE OR RECLAIMED CONCRETE AGGREGATE BASE, HAVING A MINIMUM LBR OF 100, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY THE PROCTOR PROCEDURE AND IN ACCORDANCE WITH REQUIREMENTS OF SECTIONS 200 AND 911 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION. OC 12" MINIMUM STABILIZED SUB -GRADE HAVING A MINIMUM LBR OF 40, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE AND IN ACCORDANCE WITH SECTION 160 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION. IV -00 Typ. NOTE: ALL TRAFFIC FLOW ARROWS TO BE REFLECTIVE YELLOW PAINT PER SPECS. TRAFFIC FLOW ARROWS 1.25 N.T.S. N.T.S. RIGHT TURN 52 2' TYPE 'F' ���0,,�:... 52 INDEX N0.300 HEAVY DUTY FLEXIBLE .............. ... .... ..... PAVEMENT 1250 EXISTING 1 EO? ....... .... .... ..... .... A 51 51 50 49 49 48 48 47 B ... 47 CROSS SECTION 1.H SCALE: 1" = 20' HORZ 1"=2'VERT �- OPI CAST 2 P 180° APA a� cc rte, r_1id" nIA NOTES: 1. UL LISTED AND FM APPROVED 2. POST MAY BE ORDERED IN THE FOLLOWING WAYS: • ORDER PER A SPECIFIC APPLICATION. SPECIFY VALVE SIZE, DEPTH OF TRENCH AND OPEN DIRECTION POST IS TO BE USED WITH. THE POST IS INSTALLED AS IS WITH NO MODIFICATIONS • IF POSTS ARE STOCKED: SPECIFY MOST COMMON VALVE SIZE ANTICIPATED, LONGEST DEPTH OF TRENCH ANTICIPATED, OPEN DIRECTION (IF KNOWN) ORA "DUAL ARROW" POST MAY BE ORDERED AND MODIFIED TO OPEN LEFT OR RIGHT. • STOCKED POSTS WILL REQUIRE MODIFICATIONS AT THE TIME OF INSTALLATION. IP 71 INDICATOR POST 1.33 N.T.S. 1,E-�-� 6" CURB 11 18" CONC. 3,000 PSI 4- 6'- 3' "6" 3 SECTION 1.D -1.D 1.D W 1.D SEE GRADING PLAN .•;:• FOR SLOPE 2'R EDP 4" 1.E� SECTION 1.E -1.E PLAN VIEW CONCRETE: 28 DAY COMPRESSION STRENGTH, 3,000 P.S.I., 4 -THICK MINIMUM W/ 6X6-W1.4XW1.4 WWF. FLUME DETAIL 1.26 N.T.S. 10" HYDRANT AS REQUIRED OPERATING NUT 24" SQUARE AND PUMPER NOZZLE 6" THICK REINFORCED FACING STREET CONCRETE SHEAR PAD qk/ (SEE NOTE 2, THIS SHEET)Nw Z VALVE PAD 2 - #4 AT 9" 2 (SEE FIGURE 107) O.C. ALL AROUND ;0N COMPACTED -f I 6" BACKFILL SEE NOTE 3, THIS SHEET w M J HYDRANT it ANCHORING TEE Y 12" MIN. 6 6" BEDDING ROCK 6" PIPE RESILIENT SEAT GATE MECHANICAL JOINT WITH VALVE AND BOX RESTRAINERS (TYP.) (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. 1 FIRE HYDRANT ASSEMBLY DETAIL N.T.S. DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY TEST COCK (TYP.) -\T I FLANGED 90° BEND (2 REQ.) -� SLOPE 24- A. M° 4 FROM_- MAIN BALL VALVE (2 REQUIRED) CONCRETE SLAB ° z� N �p ADJUSTABLE PIPE, O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) RODS ON D.I.P. RISER (TYP.) 4" CONCRETE SLAB WITH NO.6 X 6 W10 X W10 WIRE MESH SLOPE 1/2" PREFORMED JOINT MATERIAL BETWEEN PIPE AND CONCRETE SLAB (TYP.) TO _ SERVICE 90° BEND (2 REQUIRED) THRUST COLLAR RODDED TO - THRUST COLLAR RODDED TO 90° BEND 90° BEND OR AS REQUIRED OR RESTRAINED BACK TO VALVE BY THE CITY AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY rDOUBLE CHECK VALVE DETECTOR METER -� I ASSEMBLY (MIN.) 1'0" MIN. ABOVE GROUND DEVICE WITH DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS METER BOX AND LID \ SHUT OFF VALVE TO BE FLUSH WITH FINISHED GRADE CURB 4" TO 6" METER CURB STOP SERVICE LINE N.T.S. R UNION NOTES: DOUBLE CHECK OR REDUCED PRESSURE DEVICE F_ UNION w Ow &8 FINISHED GRADE 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE ---CORP. STOP SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. --- DOUBLE STRAP SADDLE 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. WATER MAIN DOMESTIC METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE ZONE ASSEMBLY N.T.S. OUT TO BID cph www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas ui a mo ow to J LL m C 4 4) (r Sheet No. e1. 19 M _ Z ti 0ra M a a Q Q Q a Q Z m 0 O O oU) (II O W 0 o CO) Q Z J N Q 0) OC p J Fv- rn 3 > o ci O z S W (fl U �co W 0 N W Q Q X Q Pians Prepared By: CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.8841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Sheet No. e1. 19 M _ Z ti 0ra M `` a 0.X W 0 CO) Q Z J Z Q W OC p J Fv- m W W 0 Z W Q X > Q J F"- V W W 0 O d N r Sheet No. e1. 19 LEGEND SANITARY LINE SCHEDULE � � � MATCH LINE Fil - - - - - - SAW -CUT O PROPOSED FIRE HYDRANT AND GATE VALVE ASSEMBLY - - - - REFERENCE BASELINE SEE DETAIL 2.27, SHEET C2.12 CHAIN LINK FENCE X 8" TAPPING SLEEVE AND VALVE EXISTING WATER LINE PROPOSEDFDC UE EXISTING UNDERGROUND ELECTRIC 6" DIP FIRE LINE WITH 18"- 0.25" WALL 47'53 PROPOSED SPOT ELEVATION THICKNESS STEEL CASING (STRAIGHT SEAM PIPE ONLY) 1.11, EXISTING SPOT ELEVATION GRADE B WITH MINIMUM YIELD STRENGTH X O OF 35,000 psi UNDER THE BUILDING LO o O6" - 90' BEND PROPOSED STORM SEWER SYSTEM BACKFLOW PREVENTER PROPOSED MITERED END SECTION SEE DETAIL 2.26, SHEET C2.12 PROPOSED FLOW LINE 6" - 22.5" BEND -----50----- EXISTING CONTOUR LINE FIRE LINE HEAVY DUTY FLEXIBLE PAVEMENT ....... I—— .... I ....... 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' EXISTING UNDERGROUND ELECTRIC 1 1 L1iiiiiiiiii iiiiiiiiiiii iiiIiiiiii iiiiiiiiiii, iiiiiiiiii .. � � � I . 1 tilt - � ` - - - - - - - - - - - - - - i• J J:\Sl2Ol4\Civil\DWG\Design\-Current Sheet Set\C2.04 SITE UTILITY PLAN PHASE 2.dwg, 7/14/2017 4:10:10 PM, Dodge, Archie, -cph - Civil And Londscope.stb OUT TO BID 90a1__.� 0 www.cpheorp.com A Full Service A&EFirm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida e Puerto Rico e Connecticut e Maryland • Texas W a V N Goco ri W L a WJ E ti LD 0 ^ M W C 0 Z M ix Sheet No. #At Me M 11111,21 0 a � ©©a z Lo IIIIIIIIINIIIIIIIN M Q p D O LO o .-I O r M �;' .8 M rn C W (.5 Z a) t c o co 0 0 N 0 Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford FI. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 LndscP . Lic. No. LC0000298 M _ Z N M Fn J z ILLQ IL o X � 0 J Q z aN W W> Iv J Q m D [L Z0 �_ ° a iii Z W J W Q � 0 C3 j M wO M N VIA Sheet No. #At Me J: CROSS SECTION 2.E SCALE: 1"= 20' HORZ 1" = 2' VERT CAE 180` I_ 12" DIA. -� �A 2" FDOT TYPE SP -9.5 ASPHALTIC CONCRETE IN ACCORDANCE WITH SECTION 334 AND COMPACTED IN COMPLIANCE WITH SECTION 330-331 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION. (PHASE 2) �B 8" LIMEROCK BASE COURSE OR RECLAIMED CONCRETE AGGREGATE BASE, HAVING A MINIMUM LBR OF 100, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY THE PROCTOR PROCEDURE AND IN ACCORDANCE WITH REQUIREMENTS OF SECTIONS 200 AND 911 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION. (PHASE 2) �C 12" MINIMUM STABILIZED SUB -GRADE HAVING A MINIMUM LBR OF 40, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE AND IN ACCORDANCE WITH SECTION 160 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION. (PHASE 1) NOTES: 1. UL LISTED AND FM APPROVED 2. POST MAYBE ORDERED IN THE FOLLOWING WAYS: • ORDER PER A SPECIFIC APPLICATION. SPECIFY VALVE SIZE, DEPTH OF TRENCH AND OPEN DIRECTION POST IS TO BE USED WITH. THE POST IS INSTALLED AS IS WITH NO MODIFICATIONS • IF POSTS ARE STOCKED: SPECIFY MOST COMMON VALVE SIZE ANTICIPATED, LONGEST DEPTH OF TRENCH ANTICIPATED, OPEN DIRECTION (IF KNOWN) OR A "DUAL ARROW" POST MAY BE ORDERED AND MODIFIED TO OPEN LEFT OR RIGHT. • STOCKED POSTS WILL REQUIRE MODIFICATIONS AT THE TIME OF INSTALLATION. IP 71 INDICATOR POST 2.25 N.T.S. Sheet Set\C2.12 GENERAL DETAILS.dwg, 7/14/2017 4:12.58 PM, Dodge, Archie. cph — Civil And Landecape.ath R3-1 °3-2 IISTOP NO LEFT / NO RIGHT TURN SIGNS 2.20 N.T.S. DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY — TEST COCK (TYP.) FLANGED 90° BEND (2 REQ.) SLOPE z� �j M U FROM MAIN BALL VALVE (2 REQUIRED) CONCRETE SLAB R1-1 STOP SIGN 2.2 N.T.S. (S) 24"x24" STOP SIGN HIGH INTENSITY O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) RODS ON D.I.P. RISER (TYP.) ea p 4" CONCRETE SLAB WITH N0.6 X 6 W10XW10 WIRE MESH 24" ; ; SLOPE `90° BEND (2 REQUIRED) L THRUST COLLAR RODDED TO 90° BEND OR RESTRAINED BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY rDOUBLE CHECK VALVE DETECTOR METER / ASSEMBLY (MIN.) --1/2" PREFORMED JOINT MATERIAL BETWEEN PIPE AND CONCRETE SLAB (TYP.) TO SERVICE THRUST COLLAR RODDED TO 90° BEND OR AS REQUIRED BY THE CITY Z 2 1'0" MIN. ABOVE GROUND DEVICE WITH DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY N.T.S. STOP BAR TO BE PLACED 4' MIN. FROM EDGE OF CROSS WALK (PER FDOT MUTCD 2000), UNLESS OTHERWISE SHOWN ON THE SITE PLAN. EDGE OF THE CROSSWALK Z 2' MIN. v SIGNAGE T MIN FROM FACE OF CURB "STOP" BAR SHALL BE 24" WIDE AND 12' FOOT LONG, OR AS SHOWN ON SITE PLAN, WHITE REFLECTIVE PAINT. (SEE SITE PLAN FOR LOCATIONS) STOP BAR DETAIL WITH SIGNAGE 2.22 N.T.S. HYDRANT OPERATING NUT 24" SQUARE AND 6" THICK REINFORCED CONCRETE SHEAR PAD (SEE NOTE 2, THIS SHEET) 2-#4 AT 9" O.C. ALL AROUND COMPACTED - BACKFILL SEE NOTE 3, THIS SHEET - 6" BEDDING ROCK 2'-0" Typ. 1'-0" Typ. NOTE: ALL TRAFFIC FLOW ARROWS TO BE REFLECTIVE YELLOW PAINT PER SPECS. TRAFFIC FLOW ARROWS 2.23 N.T.S. AS REQUiI PUMPER NOZZLE FACING STREET 6" PIPE –J MECHANICAL JOINT WITH RESTRAINERS (TYP.) VALVE PAD (SEE FIGURE 107) M J HYDRANT ANCHORING TEE RESILIENT SEAT GATE VALVE AND BOX (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL 2.27 N.T.S. OUT TO BID C�� www.cphcorp.com A Full Service A & E, Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: e Florida e Puerto Rico e Connecticut e Maryland e Texas ui 0- a� co �w 00 to A_j E U- LD LD Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Llc. No. AA2600926 Lndscp. Lic. No. LC0000298 M _ Z ti m N Fn Z a M ULJ W � O C 0 Z a z � Z a p 9 W W I- W Z O a J m in Z J O a > Q v N a a a a a a< W Z mco O O N u " W) Q o o U) a a y 0 3 to 0 a a C0 03 n ai �' o° Z .0 o N O Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Llc. No. AA2600926 Lndscp. Lic. No. LC0000298 Sheet No. C2. 112 M _ Z ti O N Fn Z a M ULJ W � O W a z � Z a p 9 W W I- W Z O a J m in Z J O a > Q v V W W � IL o N Sheet No. C2. 112 30 HEAVY DUTY FLEXIBLE PAVEMENT 51 CONCRETE TYPED' CONCRETE CURB PAVEMENT INDEX NO. A _._.._.._.._.._.._..—.._.._.._.._.. SKYWAY ADDITION 501 48r...... ............. ...... CAST 180°I tr CROSS SECTION 3.E SCALE:1" = 20' HORZ I"= 2' VERT r 12" DIA. _ 51 50 47 OA 2" FDOT TYPE SP -9.5 ASPHALTIC CONCRETE IN ACCORDANCE WITH SECTION 334 AND COMPACTED IN COMPLIANCE WITH SECTION 330-331 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. O 8" LIMEROCK BASE COURSE OR RECLAIMED CONCRETE AGGREGATE BASE, HAVING A MINIMUM LBR OF 100, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY THE PROCTOR PROCEDURE AND IN ACCORDANCE WITH REQUIREMENTS OF SECTIONS 200 AND 911 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. MJC 12" MINIMUM STABILIZED SUB -GRADE HAVING A MINIMUM LBR OF 40, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE AND IN ACCORDANCE WITH SECTION 160 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. R-1 IA" nIA 4"MIN 5"MAX O D 2"CASK OR 5/8"OR 3/4" RU BED (TYP) HOLES 2"MIN 5"MIN 3"MAX 6"MAX M 1/4"PITCH 4"MIN 5"MAX OPTIONAL 6' 0" IL Xw 12" l 2" MIN. 3" MAX No. 4 BARS, 18" LONG (TWO PER GUARD CONCRETE WHEEL STOP 3.17 N.T.S. STOP BAR TO BE PLACED 4' MIN. FROM EDGE OF CROSS WALK (PER FDOT MUTCD 2000), UNLESS OTHERWISE SHOWN ON THE SITE PLAN. EDGE OF THE CROSSWALK z 2' MIN. Z. 4 SIGNAGE X MIN FROM FACE OF CURB "STOP" BAR SHALL BE 24" WIDE AND 12' FOOT LONG, OR AS SHOWN ON SITE PLAN, WHITE REFLECTIVE PAINT. (SEE SITE PLAN FOR LOCATIONS) STOP BAR DETAIL WITH SIGNAGE 3.18 N.T.S. ki PER PLAN DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY — TEST COCK (TYP.) FLANGED 90° BEND (2 REQ.) FROM ' MAIN BALL VALVE NOTES: (2 REQUIRED) 1. UL LISTED AND FM APPROVED 2. POST MAY BE ORDERED IN THE FOLLOWING WAYS: • ORDER PER A SPECIFIC APPLICATION. SPECIFY VALVE SIZE, DEPTH OF TRENCH AND OPEN DIRECTION POST IS TO BE USED WITH. THE POST IS INSTALLED AS IS WITH NO MODIFICATIONS CONCRETE SLAB • IF POSTS ARE STOCKED: SPECIFY MOST COMMON VALVE SIZE ANTICIPATED, LONGEST DEPTH OF TRENCH ANTICIPATED, OPEN DIRECTION (IF KNOWN) OR A "DUAL ARROW" POST MAY BE ORDERED AND MODIFIED TO OPEN LEFT OR RIGHT. • STOCKED POSTS WILL REQUIRE MODIFICATIONS AT THE TIME OF INSTALLATION. IP 71 INDICATOR POST 3.22 N.T.S. ,t \S12014\Civll\DWG\Deeign\—Current Sheet Set\C3.13 GENERAL DETAILS dwg, 7/14/2017 4:14:31 PM, Dodge, Archf% mph — Civil And Landsc ope etb z� i� N �p � CO 2'40 Typ. b "cv V-0" Typ. NOTE: ALL TRAFFIC FLOW ARROWS TO BE REFLECTIVE YELLOW PAINT PER SPECS. TRAFFIC FLOW ARROWS 3.19 N.T.S. O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) RODS ON D.I.P. RISER (TYP.) " 4" CONCRETE SLAB WITH N0.6 X 6 W10 X W10 WIRE MESH SLOPEa 1/2" PREFORMED JOINT MATERIAL BETWEEN PIPE AND CONCRETE SLAB (TYP.) TO SERVICE L- 90° BEND (2 REQUIRED) THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90° BEND OR AS REQUIRED 90° BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY rDOUBLE CHECK VALVE DETECTOR METER —� / ASSEMBLY (MIN.) r 1'0" MIN. 4 fV ABOVE GROUND DEVICE WITH DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY N.T.S. • �r• AI/\I IT TI IA\1 cph www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas ui a vi n 3 LO O to Ci U4 ma E LL 2 N C 0 Z 1<44<11<11<4 <1 Z' In O O O D o N 11 1` O N M r CO) Q J LL IL Xw 0 O a Q Z Z U) � N J Z j, J a JD I... V � W 3 U W '-) 0 IL Z o oo0Qv�o-O (QcaJ� N Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Sheet No. C49M13 39 M Z 1` O N M CO) Q J LL IL Xw 0 O a Q Z Z U) LL W LU W Z O Z J Z W J a W � I... V W W '-) 0 IL M o N T - Sheet No. C49M13 39