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HomeMy WebLinkAbout1790 E Airport Blvd 03-2418, 04-140, 03-2587 Landscaping & Fire Sprinklers©1 IC In 1E 8 7 6 5 GENERAL NOTES: 1. ALL NEW MATERIALS USED ARE UL & FM APPROVED AND INSTALLED IN ACCORDANCE WITH NFPA # 13 1999 EDITION, 2. PIPE 2" & SMALLER IS TO BE THREADABLE THINWALL BLACK STEEL, 3; PIPE 2-1/2' &LARGER IS TO BE DYNA FLOW. 4. FITTINGS ARE THREADED BLACK CAST IRON. 5. HANGERS ARE 3/8" TBC, 3/8" ATR, & SWIVEL RING (UNLESS NOTED). 6. SPRINKLERS ARE NOT CENTERED IN CEILING TILES. Dn 1 x 13-10 to 1 globe valve Dn 1 x 5-10 to 1" `ell, thru wall i FLOOR PLAN tamI 1 x 1-0 to 1 x 1 /2 45 ell w/ 1 /21 SCALE: 1 /8" = V-O" orifice. FLOW TEST DATA DESIGN CRIT STATIC: 60 OCCUPANCY: RESIDUAL: 52 TOTAL SQ, FT.: GPM: 1100 CONSTRUCTION TYPE: DATE: 'SYSTEM TYPE: TIME: MAX HEAD SPACING: LOC: DENSITY: BY: AREA OF OPERATION: HOSE ALLOWANCE: _ SYSTEM VOLUME: 8 FOR SYSTEM NO, 1 COMMERCIAL CLASS: STORAGE I HEIGHT: AISLE WIDTH: HEAD TEMP.: PACKAGING: STORAGE TYPE: SHELVING TYPE: ROOF PITCH: RACK TYPE: 0 DESIGN. OCCUPANCY: TOTAL SO.- fT:: CONSTRUCTION TYPE: SYSTEM TYPE: MAX HEAD. SPACING: . DENSITY: AREA -0f OPERATION: HOSE ALLOWANCE:. SYSTEM VOLUME: RIA FOR SYSTEMN0. 2 COMMERCIAL CLASS STORAGE HEIGHT: AISLE WIDTH: HEAD TEMP.: PACKAGING: STORAGE TYPE SHELVING TYPE: ROOF PITCH: RACK TYPE: 0 HYDRAULIC SYSTEM LOCATION: REMOTE AREA N0. OF SPRINKLERS: 14 DENSITY: 15 DESIGN AREA: 1500 GPM DISCHARGE: 475.59 RESIDUAL PSI: 37.08 4 3 UNDERGROUND GENERAL NOTES: 1. INSTALLATION WILL BE IN ACCORDANCE WITH NFPA 24 1999 E ITION)s. AND ACCORDING TO THE REQUIRMENTS OF THE i ' 2. ALL UNDERGROUND PIPING WILL BE 6' PVC C-900, CLASS 200 DR-14 UNO W/ SLIP —JOINTS ACCORDING TO ASTM F477. FITTINGS WILL BE DUCTILE GRAY IRON MECHANICAL JOINT CLASS 350 ANSI/AWWA C153/A2153. 3, PIPING SHALL' BE RESTAINED AT ALL CHANGES IN DIRECTIONS, WITH AN APPROVED METHOD. 4. PIPING SHALL BE FLUSHED AND HYDROSTATICALLY TESTED PRIOR TO CONNECTING TO THE FIRE SPRINKLER SYSTEM, 5. MINIMUM PIPE BURY TO BE 30' UNDER ROADWAYS. MINIMUM BURY TO BE 36 TOP OF STEEL BAR JOIST TOP BEAM CLAMP 3/8" ATR PIPE RING PIPE HANGER DETAIL 6" ELEC. BELL (WIRING BY OTHERS)-\ n oP O FLOW SWITCH 4 (WIRING BY OTHERS). 1/2 PRESSURE RELIEF VALVE 2" MAIN DRAIN 1 /4" GAGES (TO OUTSIDE) GR. BUTTERFLY VA. W/ TAMPER SW. (WIRING BY OTHERS)- 2-0 6 X 2-1/2" RED. FLG. d!. RISER DETAIL NO SCALE RE V It' WED By: t Sanford Fire Prevention DIY,, Date: egpj9 SPRINKLER LEGEND REVISIONS PROJECT NAME: DATE: SYM. I QTY, IMETAL TEMP. K-FACTR, NPT ORF. ' MFG.. MODEL ESCT. CONN. NO. DATE: DESCRIPTION: ® 7-9-03 2;; ® 106 . - 155: 5.6 1 RELIABLEPEN ENT THIRD® SUPERCHIPS DRAWN BY: O 47 165 1 2 RELIABL UPRIGHT THRD �� �• AIRPORT BLVD. & CARRIER DR CSR REVISED DATE: 7; 1/1jpt491 SANFORD, FLORIDA 7-10-03 TA "IRE PRO-rsc� PLOT SCALE: -- P.O. Box 570241 ♦ Orlando, Florida 32857 1/8 I)= 1 $-of) Phone: (407)382-5172 ♦ Fax: (407)275-7384 JOB NO.: TOTAL_ SPRINKLER HEADS ON THIS SHEET = 153 _ SHEET 2 OF 2 5 - 4 r- ;3 _ 2 1 mI IC I m JE�`,BLVD.`_ PruldONERED CLVELA Parts ,UIT E -200.," S NFORD FLORID A 4011,585 40 R 17 OA7 W' T a N`- GE, RY C ROC EW', t0t 17 A17. rpQrt 8 v ELECTRIC FLORIDAPOWER .&LIG BOX `2149:' AN OR ;FLORIDA 7-2, .-327, (407)12 -j 92 �ATTN CH JARLIEOH .-": - 777E7, 'ITIES' D _792 450,SOUTH,`:HIGHWAY 1792 P E BARY,��,�, FLORIDA -32713 '(386) --�668, NOTES N: DAN'SC ENS -CARL 2 "ALL,07 T1 �-,]311IGHT HC iUSE`NE� WORKS A ASSQ c 844M 3URE ROAD: F1LF P,�R IF co T FLORIDA '0 S .32 4 ��ATTN: MARV. N, US RY' - -A -T( -'MINIMI; GAL' C co . . . .... ... 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THAN Fl\lE (5)WORK ALL W NOPARTICIPATINP:.UTIV ;TWQ;(2) WORKING DAYS PRIOF ATHE FOLLOWING UTIC!TIES,l l'.ATTN:.WRylNySRY,,., 07-PZ-8�1 4 09 _=ATTN: CHARLIE,JOHNSON , .1�407-328 -4922 SANFORD AIRPQRTAVTHQ R IT ATTN; GERY CRQQ_ER at 407-58"QO5 -OF " CITY SANFORq WATTR & $1 A-ftWPA0(M ..7 ­A07-339-N�31q�, - FLORIDA FYBCIQ UTILITIES',,� -'-ATTW DAN 5CR_ THECONTRACTOR RELOCATIONS OR_OTHER ,qqN T SHALL BETHE qoNTpAq7 -WHICH CAN BE REMOVED,DyIF ENGINEER :-ENGIN "T 7.TYPICAL,DETAILSASSHQW "ll MAY ALTER THE METHOD OF DESIGNATED IN THE PPECIFIC, 6,_FOR tA6H.RESPEC'TIVE PIP'[ CONNECTED TO. IF THE CON7 OR THECONTRACT CO DRAWING PORTIONS OF.. PROJECT 'ADDITIONAL COST THE OW '9,THE CONTRACTOR SHALL P REQUIRED FOR ALL.,HYpRl�S_T, PR ,0 POSED TESTING.,�"TOE,Qq! T RAFF -_ONTROL ,IC,C jv - 1. THECONTRACTOR ,. IS !ESP( PAVEMENT MARKINGS; ANQ_E - JURISDICTIONAL AGENCY ,.Rl AUTHORIZED IN THIEAPPRQV m IOR S GNIN THE MA ,UALw,ON UNIFORM Jp CONSTRUCTION.,%.-,- J­ NSP,FqT,TRAFFI QONTROI OWN[ .6NTA6fPR,Q,PERTY, CONSTRUCTION 4'' WET .UN5 ILIZFpA 6. ADJUST RAFF JP, CONTROL ECONTRACTOR IS. 8., wljFN WORKOCCURS YqRS,VIIT) AC .DOT 11 9-TYPE IQ �.LETED EROSION 'SE�DIIVII A. ERO§IQNA,JL9,N p N QEILTA'__l SILT FENCING HA SODDING, WETTING SURFACE B MAINTAIN, LIMIT -SURFACE RFACE AR§A,9FERQ CONTRACTOR TO PfRQYIPE_lP C;CONTRACTOR.SHALL!ESP. tI AUTHORITIES WITHIN 4 N CTO "A Eqm§S ALL DISTURBED ARE DRAINAGE STRUCTURES ALL qTHER L OCATIONS UNLE ` F, INSPECT EVERY Q VVEEI MEASURES, -INSTALL AWTIC G. AREAS TO BEPAYEO'SHAU THAN 48 HOURS AFT TA ER,INS A ''8 HA bL BF PAVED YV I TO It SITE PREPARATION Y E,, DIRE t UNLESS .QTHER�Y GiT QF-W"D� ,_� SURROUNDING Pf.30PERTIE§ PROPERTIES SHALL -, REPA R& M P�S 2 STAKEOUT THE CQNSTRU( RELATING-TQ INTERCONNECT ell ,COMMENCINGWORK,'' .3, PROTECT ALL TREES AND AREAS a THE.( STOCKPILES:CH 5.AREAS TO,RqC EIVE.CLEARI BORROW SITES. REMOV SHALL, PQNSIST 6EkiSE PXTREME,CARE "cd, z­�l Z­ GRUBEING,SHALL CONSIST; SURFACE LEVEL ,OFITHE GRO COMBUSTIBLE DEBRIS; NON-COMBUSTIBLE QE o SHALL BECOME THE; PROPER EWATERING — DESIGN AND PRQV.I[?E PEV1 CAPACITY .TQCONTROL qRQl DAMAGE .TQENSTklN STIR C cv MAINTAIN THE �,T RQUNRV E, cv , MAINTAINED Y ACCEPTABLE L.PEE SIQEQF.LQAP..l csz STREAMS DURING NORMAL=E I A I 10 621 AND T 20-, T g[�NTE,R$-.SHA�(6��p��CEP,MQ,VAlt4T,,, MAINTAINED ALONG TO�E,qpGE,9FT HE WHEREVER D,R( F ROAD, \RTIALCY:CQMPLETED PAVEMENTS PAVEMENTS ARE OPENJO.PUBLIC. USES;1�%;,, CONTROL 2L MEASURES. , ARE TO BE I?Rqyll)-EDAN D ,INSTALLED , Q !NDEX --Iqg bN6QNfR6L--1 SISTSQF�c INQ,TUf�BIDITY,BAFR[Ef�S,,PER,FD T� 193,: ERQSjlq EfApqp��YPAYIN ,YSTEM__ —jR, g1* _ qTE 9R�G_yEiI NING IA UTHORITIES TO Cl ON TRqL'EROSION AN EARTH UpBjNq EYQ VMJUN,THING,BORRQVAND 1TE PERMANENTORJ� P0RARYEROSIONANSEPIMEMEASURES, O.�RoS!TSEDIMENT NTENANqE)REQUIREMENTS TjMPCEMENT ADDITIONAL ME —1-Al Kl-A 1KIAon= Tn -rua nx Ic ;lLIFE QF.�,QONTRA CT. TIQNS..'OWNIE 9 HAS,AYTHR ITY TO P RE FOF AN FP FOR TE LP! AT JTROL ry �1_ 1� . - . � � %_ I'll __ - , '' - ­:� - " �, . I � � I . I � _,�­- "'t ",�` " ,, ! CD . I � I , �, , , , ,­­t ,� ,- . - I - w 1, , 1, � I . : w -1. � 1.1- ­­ ­-7--­­�- ---,- 4-u 10'WIDE PROPOSED SPACES � 3 ACE: � - , _'�, " - " �.,i'.',il,,,� , � ,� , � . I � . I . I I I , ,- I , I I , . , , I I t, �, ,,�ot, 1. , , � , - , , I I � I I 1 O' WIDE FUTURE $PACES . I " Sp I � � - - �,, 1 _ ;:"� ­,, _'�' -­�_' � , _ f. , I ­ �', I , , I .. .. I I � I I , , , ,.. i , - .-, ` , I . I . ,i 1 -, ­�­,,�,-,­�-�­--- -,. . I ­1 < � I � I . _,_, !- _�;, _,-� - ., � I �,_� � . io� � I ,,,, ,,�:�_, ", � � . I k5 . i q I i . - . � ,�, , . , - - I � , - ­ " "�', �,�­' " , - . �, , "it, - I - : , - ^ " �, " � - I �`� � I _'. - I , ,� - y I V� ''I . I � . I I . � , , � , �� I I , " � 1. . _j 42 5PAC� . � ­i,_ , �', , I I , _,;� I I "I, r - , . �, , . , I . V , <:4 - PROP. TAP & SADDLE TO EXISTING 12"O SANITARY 12'WIDE PROPOSED HANDICAP SPACES I I � 6SPACES , . �:� � �,,v".f�--,'_' � ,. " I ii �' .."I'l-1-1, `,,..",i�.�..�__,._ , I t - ; - ��, ,." , , � I , A Z� . , - � � , � " -, " , � I ______ ­ , -, �� I � . ? I- _,'. I,- �­ ,-I , , 11 - ' 101 SPACES. , . I . 1, - I :.,.,. ­��r_ � _ , - I . � 1 4�- 0 1 1 " , . � � ", - . . " I I I - ­ " , - , . , 1� \ TOTAL NUMBER,OF SPACES PROVIDED: , I , , I , . :,mt I I .11 I - � - _zt� , - ­-, - . � I— " I � � % _ � .,� , _" i�;: � 1 4. - � I I �1� TA 0 (CALC). � I : I I i, - . ,;,e I, - - , _�'. , � Ir I ­_ 6 � ,- , I . w . . ' - �";,--!,i-,.,,,�"_"�,;, _,_ �� �. _,� ., I �kd_ I I jk--�'6)1 I I 'I u � I `_ ------------- ::;;�� ., I 11, . , �, - �2 ;u . I I , '-:�,,� I . I � , - ��_ , � � 91 , I I 11 � ;u - ". . 24.00' . ;pl� I � SEWER LINE, P INVERT 5 .30 � - I . I 1 , I -, , , ,:, � ,�,`, '' , , ,�, 1 � ­� __4� - 1) I I � A . I v - , I � - � � . . I � I I . I I ,I I .". � � 2 � I � ,�' 11. � - , _� - - ". ",-��-i',",1; ��ir, - o � - - p c_n " 115" . . ­ �: '-x It - "! � - -, , - � __ , " I I . �4' I . I 1. -A � I � . . CONSTRUCT CONNECTION PER CITY OF SANFORD - - 't �: --� "', ". � " � . . C) � I q I . I � 11 - ��,��."�, ,-,,,,�,�--.,�,,ri�,�����,,�,,�.�.,'�,�?�.'���,,����� %"�,��, ,,, - -­ " , I _ � T 01 , I ' I � 0 1 . I . 6. LAND USE: . . . . I :_ ! _ ; , ", "" _ , _�, ,�: , �, � �� I �: I . � . -Im C2 ' N . 12' : 1 1 f . � I I . �1. � . I I . I � " - , `­ ��­ �,�­ .� - I I � � ,­-;-,,',"-'�,"­T.-';- , ," " *., I I f�111 - � � � D I 00 - 0 ;u . DETAILS & SPECIFICATIONS. � A 1 1 1 I -� I 1: � I I .,�,"",-,2i-.J-`,,3 , , ! � , - _;,,f,­,�'t : " - . I '.. - i � i"'. 4 I I . I . .. I . I �, 11 : � I � I � I 1 I I - I . __ �� " , - , ­2 �'r � , , 1'� � ;u I -4. � I � � I I � . ­ I I �:� 'i ,� _ , -,f . , I I I cl-Ij I I I or I , . - I - . . . ' _­�'y - - -, ­�,�--; " , ti�_��_�__ , - - ; %'. . I " . I 6 I . � I I . USE " . , . , � 11 I 1, � � " Y, - � I - x 0 � ;u ;o I I PROP.Y4" P.V.C. - . AREA % OF SITE ,`��n,',i� -.',::v� , - . I I I I I - I I i - , � -1� , __ �, -, _. �. '. , . I . - � 11 or OD cr -u (�) _4 __1. B � q , 16.- � I I � � I . I - A. TOTAL LAND AREA T?_7ACRES � ' , -To-000-O/- ' � " , , , - � I I I . o_ , , � .1 '�!'-, 1, , _�'_ - ­ , .1 1, � , . " ,� I I I � ; I � . � I I � I , , � - - , , 1-� � . , ', � � I " I I I I � " , � .� .��':,,�-,'!_ , . , � . I ­ :: I �� . : Li _ 11 � _r ;u " I - ".�, q . /11 WATER LINE ck , . . I 'PROPOSED KEYNOTE LEGEND B. TOTAL PROPOSED BUILDING AREA 1 0.6624 ACRES � 15.51%, � 11. �,�i ,,� i:;­_� � ; � 1'��, -,: _. , " I I . I 2- , _r I-Q, D :P. , I I . :>* I I I . I � I I . � '. � '.I i �,�� i� ,�', , 1,4"'i, , , , � , - I � 1\ I L I - 1. " - _ IlIllillf Cn -4 1 11 I I . . P.T. � I � . � , I�­ I ­�_­_­­­� _ � I . - C. TOTAL FUTURE BUILDING AREA � � 0;2009 -ACRES , . - I , '� " - - � - I , - � , I , I - . . . '. ' � i _' I . ,��: �� I __ i , i E q `0`I,, " , 0.7 . , 'I, - " � - 1 � � i­, i " �,�,,�,, � t' *, - I I I i 4) , - � I _ . I . � .. I I � . 4 . , f I I I I., . � . I ':�- - � �� � I ,_ ... I I 11 r_­1 I I - i ___ ­ I I � . -.1 I 0 E (TYP). ,2. 1 49.46% � , .': , " _,­ I 1, _­ - I � . � "I' fy- � : ,: GLU �_� jlj� 1 . . I D PAVEMENT AND SIDEWALKS . 1114ACRES I . � I" � 1, 1� - , -, -,'!, !,� , � , ­ , -, !1 I I. � - ' SU13TOTAL IMPERVIOUS AREA ' . T-9777 FACRES T9_.66% . �i, _�� �, I ,:,1,] ., � "",�!- - -, -� , " '' : 11��, , I � i I 1: I I I - 116.;1 1, � - I I � . I - ��, I I I . I , , I � 'r- ,, . 1. , �L I I � I I � I I , � - - � � 1 , , � -, i 4 . -!mm4m� I . I � E. , , � , .�� I p I , _� '' � k-, _�.'_ - - ""''. I .., �, . - , � , (�) . I ' 1. 101 __ , , . � � I - I NTED (PER NOTE 13) ON PAVEMENT, I I I � . �,0,�'�,�,­` ,- :i, �, I I __ I .'� - 1. -, �, . ; _ p . ­ I I I ;u . � I I �,, ��',,�.-,',-� ,,,� - � 11 , I . 4�>_ . � I � WHITE ACCESSIBLE SYMBOL PAI I I . ,,,.�� �_, I , ­', ,� I N) I -'-", . . .-� I - . / I I �� I . . . I I � . ,� . ... ... - ­,�, - � , I , ­ I ' � it', , ­-z"%i, -,,� ,,-,,, . - . - �, ­,z. �,, ,,;,- q I : , 4 , , - g �. : i! I I ­ . � � . � ,,, " _ I I .. 9­ - 11 , , I I PER FDOT INDEX.#17346 (TYP). , I � " , P� � , ­-`�,': , ­� -, , - , I LLJ - . I I I . - � 1.2953 ACRES 30.34% � , 11, � . �, -- . I � ` � I w . F. GREEN AREA , I I , . � � , - � , � , - � I I � ­ � t,,;_,,�­ u .�i � L , I I I . -, - � '. . -1 .. � � : I I I � I t 11 ., 11 . 11 � 1--,­ :,,� '!� "I.E, I . �, ", �. � , , � I .. C2 , � I 1� I .1 , . - . . - ­ I � I ; � E=== c:::= C== c= =::m - I== c--= I [=== CZ= I I I � . ?_: �,� 1� � � � , I C== C=3 � � � � . � - � �_t "� � ,t - i. - ': : -,� ,, :-�� �, . , - , - I � I � - . - ;u I , I ", " , � ­ !,.""��l.-I�-,Z�-��,�,7�.�,,��'��i �_�, - I I _,1 � � . 0 1 > : � F . I .1 i, I I . . . I � � , , - , " , I � . I , I I li ,; - " � , - . -3. 11 I � - WIDE ACCESSIBLE AISLE,STRIPING PAINTED (PER NOTE 13) ON PAVEMENT, . � , , . - � � I . �, - , " - - I . I I I 5 . 4.27 ACRE$ I I 100.00% , I � I , , , _._ , , , - .- ,., ,�,�-`--�,�,�,,-� ,_ ,� - ". . , I ,� . I � I . - - . I *tl� - - - - - - , q I I . * . TOTALS . I I 11 � .":, I 11 I , � �11 � 11. , , i I - � f . � I - - -9 ' . . . � .1 PER FDOT INDEX #17346 (TYP)-. � I I � . I � 11 I - I � �,�., -11, . .�_ � I ,�_, ,,, .:" -��'� , , " `�,�� � .. - - . � - �?., , I , ", �­ ��; � "; �?� -'_ . 1- I � . . ; � I - ­ - - - ( 0 - - - - - I I I I I '.. I , - , " I , , � , "''. . 1 , . �- I I . V. - - - - - I I I , �­ -, ,-;�ii__ __ I , � i 1: ,2"O "I � . � , - - I I 6EETRCWECT&�Al: PL , KN I 't 1. 2'BUMPER . - � 0 , 4.700/4" . - , �",:, �, " - �, I I I I . , I ,� � I I :>o 'WIDE SINGLE LINE WHITE PAINTED (PER NOTE 13 AVEMENT STRIP ,;�,�,i.�, _`, ,, �_,­' 11 1'4�,,' 0 � 4- "I , - . F 16 � <:� - )4 U - � - '7� � - �_ �, .1 , - I I . , , - '- � �'---i,'­, _ , . ,., : , '. : . � 01 11 f ­ � I I __ 'R, � . , / i r, _�, I I . I I 1. . � � I t I .: 7, .'N - -- . -,_, - - - � - e, I I I . I 11 , . � ­ ,;: � t-- v�l .1 I � . 7. UTILITIES:, . I . I I , , - I - . I �, �,_ --_r,�� _o � � I . I . . L" - - . -, � � ­. ". � I .1� - I . I I I I . � � � . I _. 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I I � I FQOT INDEX #17346 (TYP). , - � I . � � I I - � � � 11 ii- ,,v 1. __11,� � . . ..e 1. . - I .'I,. .1 - I I . I , � , � I I ,�-,i " _A5 ­ I __ ... ­ .T. - . I I I I I I ­ -�_,.­,iI.1-,; I �� I I - I I I - � I . I I - 1 _ .. , - _'_ . ­ t. ". . I ;u � - I I I - i'_.,_,�I,,_ ._lkZ�Oizi,� I - __ - - __ ____ . I � , . 100 YEAR FLOOD: � ,. - . I 11 . 1 ,4 , , '­ , , 1. -� 11, 1, I I 111,1111, , -------- - --I " - - � -, I .11 ,,, ..:I"'-;. I I I- , . � �. ______ __________________ ------------- __ ___ I � HANDICAP ACCESSIBLE RAMP, MAX. SLOPE 1:12. PER SANFORD ORD. 3211 & . � I � I � , . ", - . - . I I I ,,� .-,�l f.- ��,!, -"f, I - I ­ v, �,t j1t � - . � ,� I I A 'tit"t - �, �, - ,,, � . � (m I . - I . I . - ' '15 ��,,��;� , , � - I I 1111=1 , ­ � , � I I . .ill,, ­�_ f", I , , I 'O .1 � - 1 --7- . 10. � I i I . �W.-_'�, -�','�,�,�-, _t I'll r 1��', � i, . , , - .1 TE PLAN NOTES , . �... -�l .. * � I --- �­_;�. " � � . . ; AND St �' . .1. _`-`�-ir":,-, "., -: " - - � - - I - . I . 11 - 7 �;; , - I a ;, _`,� _'�; - - I r, N ... I . . _� Im-1, - - - � " , .11 . cfEMSS 1� .. . . � I I I � " � I '. I (, S � I � I � _ � . , - - - � �_­N I OMM NICATION S � _,.. ___* I I ��,�­­��'i, ��', t � m - I I s � - . - I I �, � �. 11 , - - �. ,. I I ,--, . I �* . � . 0� THE FLORIDA ACCESSIBILITY CODE. I , I �,� ,,, , " " �, - - , I ," � q A�IANFO 0 f IF PORT .*, .. I - , ., , " i, ! I I I " ""', - Y , - , r , . p , � . . � I I I � � t PER FIRM MAP PANEL NO. 12117CO045E. - . � I Lu -APRIL 17,1995, NO PORTION OF T I , 4 i I 0 , � ., -.- I �� - I '*� - � I � � - I , � , . - '% � . 0 : z. , 1: 1. , . . I . . � � I i � . I I I ­` -,, ` -- t �,,i6 .� :, 1. ,. 1 I , a i� � � �_ - . . ,,, I I � I �. � � .. - I 11- I 11 I . - . I I I I . ", *`11- - � 11 B , I I � .*V . � 1. I . I � .- I MAX I � - -1 . . , I " ',,-�, ,',,-. � -, - 0 ��j * �... 1____­1r_ , r. 1:1 I _ I - - 1, . � N�OLL , . I I < . I /_ - I I i I . .. -A - I � 12 Z t G 5!WIDE CONCRETE SIDEWA K, ONGITUDINAL SLOPE 5%, � I - I ­1 '' . I - it" %, -� -_ . . I 1A . � , -Im .) . I - -, ,- �7,,�,,,,,-- "-;.",-_� � � _, � - . �-, _2r , 1. ., V (�) ��� < . . I T BE, I .. . .1, m - � i.- �-' A I :_ , 'k �A I ivr,A CROSS SLOPE 2%, SEE DETAIL SHEET C-6. � 11, s ,,,� -.- ,,, ,,PD . - q Z) - � 1. �1 . I � - ;:1 � , . : 4 j I ..:N ki . I ,� x I i� 9. ;OILS: . I . I � I I ", , il , �� . -.-"- -1 I I - � I" � " . . 11 . . ", a- , I ­ , �,: I .- , � ;": , :_-� : ,. , � - "I � '. q R F11 w 3i I I . . I �� I 7 I Ili I � ; . � I I I � � I ­ � -.i'- r ., I I., . I 1 7 . , �, - - . I C'4 Lu I I � I . - � .. 1", -11 I 1. � '. ___ _� . A . I . 6" . __� . CONCRETE PAD, REFERENCE ARCHITECTURAL PLANS I - - ,- i , , �,, �,,�"_ � , . I I - I , . - I _`�_ - fn .. t I I �. -, , ,� , , ,� - I 11 q , ., ",!!� �� . � , i, - . .. 1. . ,. __ 0, ::_- I � 1 ��w - I ",,_ _ __�,. I �. I F I ( y SCS SOILS SURVEY, ON -SITE SOILS ARE: . 11:1 '. - , I 11 . I � . , , 1: 1. �� ,." _ I - � - b - .:. .4 . PER THE SEMINOLE COUNTY , . � , - �� ��7. � I , . , I I . - L ,DSPECIFICATIONS. - � . I �, -4 - , " _ , - - � : 12 � I ; I � I > * FOR EXACT DIMENSIONS, DETAILS Ao � , �� I .1 I � � , . 0 1 . � . .0 - I . -, -I" 1� - � - " � .; I � " I � - .�_ I I � _1 t I , : I I � I . I � 111� I I I- -,� � - � ,,3, - t: � I - I I - m , v I 0 ., , � ". - I I I I , I - , 0 1 *� � ­. � . __� i X1 TfNIGWI RANT ,. , I I . 1� x x . z - � ­ � - I ­', I _E�_ a: I I q_ -'25,1 04.05'S. FA- I I . I - � 0 � @ I I - :� i 'TO CC& TAVARES, FINE SAND, HYDRQLOGIQ� GROUP A - I I I - .1 . I . I i ,.- �, - . .", _� 1� I �,�; "'i, - I �� - q ,� � --- __ � I Z �, ",_ I - - 11 . � � .. "� - H -.,*- I- G . . , , . .4 . . , � "i" � , - � m . � _ �, "': , " 11 � , , � � " , ,.j . � , � -, , , RE H`D( - _ . "'' . < , ­i� .." , - I . � I � - I I � I -4 PROPOSED MONUMENT SIGN, , PLY WITk CITY OF SANFORD � 1. - I , �,111�"";_ 1�'. � , , , �, I 111.1-" Q W7V.j -4 0 � I .1 . � . � *0 . T T '� t � . - STANDARDS4 SPECIFICATIONS. V � . I . I � '.I I ,�� " I I I � " �-, 1. __ 1. i,:­_­`,� �-,-,�,, . . , , - , � � I �, I I I 1, I � 1 .=58.50, 1 b - 1 2.00' C)l � � . � .,. 1, z'..­.. , ', �; I �_!�,_�a,,�� ".", � I I � ". �, I I .11 . ,.I I� I 9 - I..' I ­1 . . I ,� F�F. EL . I I , o ,i,,,.,,t � ;�07 1 Li� � I . � I I .,­,��,. " I "i,,,':,�`Ili`-� " -, . . I I - ' ' 1 1 ­�! i..... I I I I I � � I . . . k . I I . I - - - I " - , - . ,,, � IR � I > > > ­ � . - � 10. BUILDING SETBACKS. I I I . I . 1 I 1, -,, - , I �� I _,.� - I - � . , ELEPHC(NF7 �,E gi �YIQE , I ..; .. I � � I 11 I . I � I � p I., I . �­ I ­­ 'I- - * ... , I I I I I I 'AINTAIN THRU-OUT CONSTRUCTION. . . I I., . I Z,,,�,�,', �. I- � 1, . . I 0 � ��T i, I -1, � ,� I , �'�� P. 11 I :: , . �: j � . I C .� .. I I z I . z z -i I I OH � S � . REQUIRED PROVIDED � - � 1, : i_� pi�� "', 11�: - . . I I tLT FENCE, PER FDOT INDEX #102. �, I __ - I . -1., ,� - I , I . � � .. I . I I I � I I z� :, 11 , ­ ," I � . I . � I " I . - - I . I I I I I - - (1) 11 �, I FRONT I I 25. FEET 102.03 FEET , I I 1. ii� I ",�1k,;1"�1_1.1, �, . � 0) . t 02 � � � - - I I � - _. . 0) I I � I - - 'I, , .,� I I I � I � ,, . � . � I q I � AIR 'ORT AUTHC RITY TO' ; .I t .* .. � . ,� - - I . � , :.1 I I � I I.. 1. - I ­', �`_ : k: � -, ,� : I I I I z;;zzz;z;__1 . -.1 . -, . I - - - I CONCRETE FLUME PER F.D.O.T. IND6 #283, SEE DETAIL SHEET C-6. . RE4R � . It 11 20 FEET 149.44 FEET � I , I , , - - _ . CI tj �T7F� (' I - 17, ,,, *.,--': '.. ,--. , � t , - I 0 , . . .� 1. . - .." . , � , ''. . L"'; � I I -...-...,. .1 ,.'.-I.; . - I ; !�,_,,� I ; �111, � . ,, . . � . ' ' '. I , � � . I , ._1 ­ - . *w` I � I () . - - () il , I 00' n � . i � - 4 1 15 FEET , 69.03 FEET , 4 � . %, I ,ii � ., , I I , , 0 R VIDE ND e\ c ELECTRICAL SERVICE _1\ I - . - , SIDE I I I I I � 1 :, ,. I 11: �,,��­, , - I - � P 4EW UNDER(,ikou I � � 24.4 X:S> , �­ � il ­ I - - �­. � -.-t' I 1� I I () 7500 - 30.00' 18 4' " I � � , I- I 1­ , - I - I - � I I � - �, - . I SERVI � , ... . I I - 1. � T_ 1, I � I � , I �­ I 4�1 ,� . , - : . " I I c) - CE. GPNERAL . � ... _..: �. � . !�-I- , -u 6'_ PIPE BOLLARD, SEE DETAIL SHEET,C-6. I . I v -1 I i I I I � . I - I . - "i . . I , . I ' . . . . - J I I 10 I . I � I . I I 1. - ,� SI, �, .11.1 .1 z . I _"c . , III- - -RACT . TO PROVI 1. I . I ­� .. . - . CONTRACT .TWO . . I � FLORIDA POWER & LIGHT TO PROVIDE. I � . .11 t ii, It I$ I . 1. I I I ! , , � , ,',,'�-: ­ � I M � -..-. 11 I - - 1 . . � - "I I I 11 I � i I I I � I - ; I :> 1'i�_� ��:,. � ,,­ I FLAG POLE ANIJ BASE, BY OTHERS. ,,�­ I � � - I . �� e4il I 1117, � I , � �. .111-- t�,­I; � -, , � , ; I I I . 1. I , " 'T71 1,�z�;, " , � 1 5 . � - �i, ,� � , _ I . �_ - � - I I I � , .., , �.,,,�� - 111'��,;, �_ _ I L oIII I �., � - P.V.C. CONDUIT TO I IGATION SYSTEM, UTILIIfABLE WATER, SHALL BE ,�'�­_��ie. ", ; � "i L_,: I �, . - 1. , I� "" :., i, , � - i" . � � �I �v . - � I . I DUMPSTER PAD AND*ENCLOSURE, SEE DETAIL SHEET C-6. 1 � �, � , ­'­­ �-, % I ... I . I I _�, -;i��_:, ;,;;�, i , I 1:, I ...... . I 1. �; "o � I I I - I . I I " '� - INSTALLED BY THE DEVELOPER 30 ASTO PROVIDE TbTAUCOVERAGE FOR ALL . Y�, I " . �, _�.", ­ " - 1. � . '. � I . I I I I I � "I - , "t., . . . � . � . I 4 � I I . I .1 - - : - , 4 , � . . � ,1�; I __ , 1,� ,,,, . ,; __ - � , , , , , , , , �- , e __ � . I - : :. - . MECHANICAL ROOM. SEE GENERAL NOTES. I : � I 'o - i A. A FULLY AUTOMATIC IRR , 11 1; ..., -1 - . �,_ � - -f "' 'I.' I � , . 'SCH 40 . Ts. . * � , I . 11" I t­_ �::,_. 1 I., , � � , I - I 11. UTILITY USAGE AND TAKEBACK CALCULATIONS:: ' I , I . " - --- , �,�4 (2)'�'4' P.V.C. d UI . � . - SERVICE, GENERAL CONTRACTOR TO , . 0 . , - � , . - � I . . I -1 III E GENE NJ)TES- I PROVIDE ONE (1) 4' 1 1 11 - I I . 'A - 1: �_-,-,;,�,,'��, ­� � � � - - , I , 11 � � � - "i';'I ,_ ­ �- .1 , . - - � I - 1-11 I ... . .� .. , . I � � I � - 1� LANDSCAPING, INCLUDING HEDGES, TREES, AND GRA,55ED AREAS FOR THE PROPOSED : � � - -� , ,�,�-,,�,j "_ - � . � R §�111 VICE' I _01 , I I . . I I - I ,,, , , ,,, " ��, I � i�- "'i'' .,-. _� , I I . ., � ", I I I 11 � I . I . 6- ' -6. ' - _, . , , I ; I � WAT� I I - I I L'­',,�, I �­ � % 1, I � . . jVERTICAL CURB, SEE DETAIL SHEET C , ��, .­. - - I I 11 - . � .:�..� - B . I I I . ; x � 41 A* .t I ,- DEVELOPMENT. CONNECTION TO RE -USE SHALL BE� MADE IF ,AVAILABLE.' � ., - I . 1. I - I �;,.-- ��Ii: � �,�t ,,�,', � - ` ; � . " � � I � ' - I � . - � ­_1 I I . � I - I ,� .1 , 4 - , � 1, � - -,, , , , , I I :c I I " I . A I I � � I ­'! - - I , %,� . . - - I I I L . I I �, - - . - . � _; -A� , �,,��,�,q�?",T, .-"A , � - I -- I I , - I . - . , ", , *� - ".1, I , r C) , - I � �. - - ,� �,� �_'114'11 1 .11 - -.'-. , " 1,- - : . ' A --.. CTURALPLANS SEE ARCHITECTURAL PLANS , - ,,;,i, � ; .. � , - - . 4FQRD TO, P . .. � I , - : B. I TOTALACREAGE I I 1 4.27 ACRES I � , I !, - z., "'ul �, ,t-, " , �I , , I il'., � .. 1, . I CITY OF S .IDE ' [ Go . I I I I A j- 1, , , , , , I , � I M , , - , � , 0 1 - I , � � I I -,'� , , ,,- -1 . ,. " " . . I i . I SEE ARCHITE ��, " . I I I . .. . AND SITE PLAN NOTES , I 1. , . � . - ., I - - I � rz,", ,1;." -­,� i! ­ t �' __ - !!- - _j 11 OOTES I I I ­ I I � . , � ..) - - I � I __\ I I I � 1;11 ACRES � , � Ili � 1. I I " _,, ,�. � i7 , I - �,: - -- -�,i, , , . I 11 , � , , - �Y - /, . I I . . �� 1-1 ___, � �; � . ­- I , . I i i - - - -, I - 1.1, _ J% - i z, .. . I � 101, " , I : I GPb � I I � ��,,� ,""'.""'�,�p �, ,,-, I , , , , �;, � .,. I - ,� , , - I . ] SERYIC IN , .. -*G � I I -1 - I . �',. . , , , , . I � I I � I . , � ., � 0 , �,, "%e'ED SITE BOL IRRIGATED ACREAGE - , , _ I , .., � AND SITE PLAN 0 ,� - / . A PROPO S LEGEND I � 11`. - � I __ , ET TAP TO .... 1: �,Uf G \ 1 � Va � - " -, 1'�`. - , � WITH I . '.. ­ I I I ­ ._ ) , I .1, - MOPLASTIC STOP BAR ., . POTABLEWATER USAGE � I I I 11 I I I ,- -1 � , _ I - � I ­ ­ I . � . . 1, I . � I ,�. � 11 , "-, � __�­ - , i 11 . - 11 I- . �!) . -1 � . . . ' - DO NOI SIGN - WHITE THER . � , � - V v�� � �'�,f, �_'..",. ­_ , I , 1, . , :1 , k � � , : - -, 01WAft l MAIN I II .. .1 102.03' IL !�,, I - . � I - 1�, I � . - t I K (R5-1) NW, _� � 1 26.44- sy� � ­­ , , ­­` , - , " *� �' " , - - ­11' ` I , ,/ -.4 1`1 � -I ___A , I. 1� I" I ILI-, � - I � � � L .;rl - I I Z//"- I ; c __ 11 I (D) --w- I I . RECLAIMED WATER USAGE � uFu 11, 1 I.- - ..-I-il-I � , - _�_ 11 1� . � � (�b TAPPINQjS EEVEAN ... P, /F,-"­_1 . _7 . I � I I I I.. 4 . i, - ,J* 24' -1-1 i , ,,,- ,�_ I __ I '. . , " , � I - , STOP SIGN (RI-1) -00 -4 WHITE PAINTED TRAFFIC ARROW, SEE DETAIL WASTEWATER GENERATION I - _GPD � I ­ I I � , , ,- ". - - , I � . � I --- . I 1.* . I .: � -.. - _ ',,I-.: " d .." - " . � I . . � - - I I I : . . � . - I � , "I . , � , � i , �� � I 1� 2:1 - . � � I , � I I I . . -:.?,%*-".'­- .:;.-, 1;-.��'.. / (8) --w- . � � I . _ , I �.. I I � 1. - ,� - - " .: �.,. . .. I '.... . . ... � , , �., I I A I . I I . -11. 1- .r ­!.�,� � - - , , - , .. \ I , .: .. .%. ".. " � /_ ./- - /Z , , / ACCES . .. ,_� , ,,,, ,� -, ,p � . ' ELEPH9,NE�ftz ACE . . i .*�.� ._'_1_-i`. - ­':.1;" - � .. .:- 1� , ��, i tiBLE PARruNkAZjFA1.;t Wt �D t� PROPOSED PARKING SPACES . I . I I --,� �-�t�; " - � , " 1;1" �,:::' . C:) -,. - .., . & � , . - � I , i.'�W' I � I � ., , � . z - T � I .. `..: *­ . , � . . " (HC) -v- . I - � �,, -% � - , 1 ., ­ ", . - - � 12. DURING CONSTRUCTION ON CARRIER AVE AND AIRPORT BLVD THROUGH TRAFFIC MUST BE I �," ,, *,;: ­'),_ , _�_'_;_ _�, . 1.� �. - �� . . .., 11. cjj � , , - :,..,. ..­', -. ". '.., .. - I . / ACCESSIBLE PARKING SIGN 1:, 1� �,_: . � , i I � �, `:,��, � t`­,',�� � ,.- .,.,,. "'. ­1 - Aw I <\ i I .1 I - - K (H .. X/ 4 / I . � POINT OF SERVICE MAINTAINED AT ALL TIMES. ALL MAI ITENANCE OF TRAFFIC WITHIN THE RI.QHT-OF-WAY . i I 11, - .., . 11 I , , , , ,; , - i _ I � . i", , , -�­� 'i I � I � .1 I I Y)TQ � , i,...-':,-­-:- .". , _. �. . - X � " " ,,,,, � "­ . " I '"t 1 . `� , .. . I./ . . � I � " ��il� �, , I . �, I --'*,.* . . - - ,'(ORDINANCE 3211) 3 P-0-8-"' . . : , i . C=) - - E-_ 31 c: =!!!� . ­.. I I I �� I - ".- � - ,V"", %� -, �': . , - ..; I .1 . - 11 4- - ..;.- . I I % p I * , 1� , � , GE) -,v-- . SUPERCHIPS T I THE FDO R � " � I . . I . . � I � � I . . - � I I I - / , � . �L , � I " .�'. � ­ I I . ­­ , , ,­ I . �' , gg'���W � I - . �. . .1 �,� � � . I I � . - . " - � '' �. � I I � I , ��/ _ , I I . - I .1 . � 2" -, � ­ -, I I �� -.1 . . I - �'_,.--��tt"­,I� �i_! , ! , I ,�� /�... �/x I I _� � ., � ': , - , -, �, , , .- - , I , � � . I I 5 , , I MATERIAL/ CONSTRUCTION SPECIFICATIONS: .. " , , " ", � I- -z - � , . �� � , 1� - I � I CD I I � 1. I I - . 1% .1 I I . , 1�, � - . ;.. I I I '. `4_,�" -,, , . " '. .,:, I i , 11�* , I . PROPOSED UTILITY SYMBOLS LEGEND I :.1 - . . . .", - ,, �",,��-,',�,�,,'�i,,�;",.";��, ie- - �-",­* -_ ,-,�!:-- -�­,'-.­ � I - ��!:�_ . - . , . _­­-', ,/ '' �. , I .. / �. ,�,'i.­, ;� -,_,�,,, , "�, � , , , I - .1 1\ I ­ , I ,� V,,��,­-­­�,;'­,­ , 1, , . :- I i - I (D __ * � /,//' , - p ; I ' ' , - 1� . I -i , , . -, --- , - � I I 1 ;,�,,�� � . , � I � I ­ � � j . .. , I � - 0 ONLY SIGN �. �,�, I - I ,_ �_­ I i , I'll - . - // '. � � . I I *i ., I . C) . /./.. . " , I 11 , upk BOX. I - - - -:, I I 4- =":� r& 0 �'.. . I I I - , � c . I I , . ; _ � . ./ IF? IV � , f I . . . , 1, , -4:: VIO , . /, "" , / , , , , , . � . I . I ,� , ,��,, '-, - , . , ,'�, _�� � � , ,,, I I I � - I � `,_ . . z 11�� - I ` , I I I z �/// . / , I � - PROPO � SED FIRE DEPARTMENT CONNECTION SHALL CONFORM TO FDOT INDEX Q21 AND ANY OTHER APPROPRIATE ME, _. WITHIN . - ,,,, " � * - I - , I �, - .,,i!�- ­;, "; .,. ­�� __ I UMIR f * u-p I . � � I I , �- 1�� A `,�, ­Y-�--"-, I - . I I � ­ . I I I - I - , �",t,_._�' -, i, .� � . - � _� I I , - � I I I A. . ALL CONSTRUCTION WITHIN I RIGHf-OF-WAY SHALL CONFORM TO -THE. - I , , �i � "! , . ." ", �2-',� -�.*',,��_,-"`i ,�� . � . . =:� , u C::� - - , 0� 4 �RdVil] ! . � .. 7 RUCK ENTRANCE F.D.C.,J �� -, -7 ,- ­,,,-,-,: I f, i I " , , ,�� , � I- I I I IRRIGATION MlfiTER� %i, I � ,/. I � � . � 11 , �,�-'­ ,-,v,,�:i� U-,5,1�1_".�­ . � ­ � � I � - . I , I CA, . _� ":� 1 , / .X / * � co I S_ � I . I � �;, " _.__ k,� "; �." "�"c'�_, , �.i_ ,�� , � I , OXAt - 5b � - PR P. 6" P.V.C. FIRE WATER SERVICE X .. � 1�4 . FOLLOWING: . � . , � "_ "',­.:_­�, - 1. I M�TER '. � I . I ,�', -1 . / / '. �. : II! I PROP. SANITARY SEWER LINE I I I . I 11 � I I I , , - � -"" " "' ., - I . . � I . . � .1 - , �_: !,�,�,,�,-­yl_ '_ - I I I I [�,�,_;',��'�� t _!'� �'�`_` _�_ , , " I I I I � I ES,91.)R� QA 1!04 , 00 LINE TO BE DESIGNED 0 - - I - S I ,. ;i . I . � ,; I ,� . � � I- I -1 ­ I � I i I . I " . . I � �_ �'owl - I � , I ,x : . � � ­0 w . . I I � _'__��, ", _'i, - I � I . � " , . I , � - p : , / FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION -LATEST �, - I � I . � 1 , - . ., �, ,�- 1,�',�, � . � , ' ' - I - I I I 0 - - - I ----r � -W- PROP. WATER LINE . � � EDITION. I I I 11 . ,� I I I - �i -i,, ­ � I - I - , � , - , I I - - 1. � , ,;, - , , , , , I . ** �� C> -PROP. %" P.V.C, . . 11 . . . '. � .z I I __--.,--,�i:u,,,�, i" F� _1?, I , � � , �r , it;t . / I I I �, .� I _,", , I I - . I � . . 11 ff­',Z�;�,.'�ij���i'j .-,-. , ., - , . I III^ - � / P.T. , _�� t-,-�t,: �-�,-,,."�`,-`��-',,.��,� , i�_ '' I 1, . 1.1 I w . .; "; , i, . , I � C. I n - I- I . . WATER LINE ' \ 1-.. � I 11 q � - -1 . � . . . - 9 . . I I I I � I � I . I o., . I .1 ." ,, -, . .., ,- , ­,"--,,,-;­ " � .. I N ..''. . , : - , I I T� FROPi (1) 4" PVC TELEPHONE CONDUIT I - I ; -: � : i., -�-��,!MT,?��,!;-�`�i% _. - Pi, p - !�, , )Z..-) � I . , ' t .1 .1 . � ;,� ,-,, , V 1, � � 1, - � 1, ­'t " ti �.i, , � I � �_ ,�� . L ,- . . I . ! I -AND PAVEMENT. . � . � I I , � , � 1,��.�, ; - 1_7�___p > Z \1 11 I � IC 'I U_ - " . FOOT FLEX113LE PAVEMENT DF-SIGItf MANUAL FOR NEW CONSTRUCTION I � 1, ­�,.­,,,�­'� � - . �, - _;� � , . I I - . z I I I � 4 �! �/_ � , ", jii;�­ 1 --.��' ­��e. -,, - ,�� I --A > . I � I ". I �_ I I I , � I I It I I .� . ,� 4 "it �, I, - __ I . PROP. (1) 4" P.V.C. ELECTRICAL CONDUIT REHAB., LATEST EDITION: - I � - 1W - -,- " � �-, , 1. , � I . ----*) I � � � , _ -� �,i_,��­_ , . - , 'tk - " I . � I I I-- , �, I. � I . r �� -_ - I . I . ­ - � I ­ . . I I I ., . , , �� ­�,,,��,;," "" - i: , " - ., " - dF . . . � . I . 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I I � DIRECTION SIGNS SHALL BEAR No ADVERTISING MATTER, THEIR SURFACE AREA SHALL - . I � I ., I I �_ - I - I I . -- 11 . : : . I � I . - - 1 L : - . I I I .. I I I _. , ­_ - �, .i.'.��: - .�� . . I - ' . ; � I s 0009,55-01, w 501 1 1 - _7\n;i . , t I I � I I - I ; � . -,\� ,� I I I � �, �. � I I � "! . I - , I 11 I- /\,-) . .22' - ­ I 1. I � : I �r _) . - ABOVE FINISH GRADE. I L . I �: , � , - " 1* -1 I . I F AND THEIR HEIGHT SHALL NOT EXCEED 2 1 1 1 - � � , -, , -�' I ., 77 1 '0-�,- . I /--N COMPLY WITH ALL CITYICOUNTY REGULATIONS AND , I -z---,,, ''" ,� ­., ­ �,��i I I�� . ii:t4��;,,�', -_,!�;4 _ I ,� , � �, I . . NOT EXCEED 2 8 4, 1 . � I I I - T'-', A, M � - . I - . 11 I il_ .1 '.. ..'­ � � I � - � . I I 1 7: 0 ' ' 'D � 0 ' . I N't ) I '-'I"' "I - ` 4 1 1 1 �0_ I I rl_ 12.0 ( - - D - ' I . s- � 26.4 �� [� � : � I . -1. . . - I : _ I , - , � A r I ;� I I \i � m I _� - A I To- <G, 1 1 0 '_ - - - %­ �, - 4-Z, I - -I.-,.-, .I. � (`., - � . _m . 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I -\, - k - - - - _. I- . __ - ,/. - - - �� - - - . � � I � I I ." . I .1 - � ­_ � � - �; --- .:,:, ,� � , , , - . .. I - - �� - " �� I _ . I I - .. - I DOC ISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE � I 11, I n, - - - , , , 1� _ , � � I - �`_ -7 ICE7 1. I � I I L � - I ,� 1. I - , '' . I I .1 � ,_ 11 I - � - I � ___ ,., I . . - I , 'i I , - - - flu I �B �Y.V�ATE , � I . � - I __ - I IR, � � I - � I . . � I . I � I ' � - _. . 1. . I I � ", � z � I , 1. �:,:. . , - - __ , 11 . -I __ - - .__ . I- � -1 - � � I I _. . . � I ­ I - , I I �, LOCATIONS. I � � . I � I . .: ,�, � '' � , 1. - . � , I . i, � ,i� 1: I - .... I _L .� :��,�-,�',,��,,,,-,��,,�,�e���-�', � ���',",'-",',,.,�,-,-,�,,.",�'�,,i.�'�,'.""�.,��,�--,.�', 1. � 1- - " ��', - I . I 11 : r ��,',',f,,�.,_`, V,c �\14 � ; - I ;, � -1 - � I I I - � � - . _­".- � .1 . I I - I 1� i I - I . I . ", 11 . I � � 5. SITE CONTAINS NO WETLAND AREAS. 11 11 . p :� .",­ ;, ;. ',��'- . ,,Z��..'�:,�,.,,,,,,"":�,"�,�t,z, �-',!,'� � � ), I ­ I . � 3. ALL DISTUR 0 AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH I p I � � ,,,, . I - 11 I I - � I I I I - � - � ,��,-_ �_ ,:il-, . ­�i't , , . I , ­ � � I I I - I � - ­� � 4\ r_� , " . I I - I I . I � I , � '' , , I I I A � -,,-, ,��, '44_-,,�-�­�,x;� �� I . - - 1. - � .BE , I I , , "', � , . , I , " I I I I I . . I - I � O', , " , I �k � A, I -­ � , *' I I . � I � I - .� � . , f , , * .11, � "' , , , I I � " I "I .1 - I 1, I I . I � . I ',�. I �w - I r �, . � , I ,�� " r ,, , Ir � -- � �e�_ I . L . - �-> � � I AND WATER UNTIL A HEALTHY STAND OF GRASSIS ESTABLISHED. I . .1 I I � - _� � ". � �._!i I � � ­f'-"�,"-,�,"�,.-i"! . , � I I I � - I � .1 . . �,_ , � �%_ 1, , , - 11 I I I I � (�� - . I I . ., . . � � ,� - " �� _Ir;i_ .o � �' .' �', V - �'� , ,,, � � ­,�":�� ­,-I'Ii�,`;� ,� , ­ � , . - - TAAP,, ",P.V C � tk � , RE SERVICE' . . I., . I � . � I .. - --i- " - � . - - . I I I I I ,, � ­ I -t, i.­­ 11,_,"�_ I I I At- n-irw 4i'l TI=P � .1 . I .1 - � -C 'V , .ELECTRICAL SE;k . E��, I � . ,­7 � . I I - - I _: - 0 bt� I ... ; I - - IM-M MAII-111 AMC �,­, ac: 4n, w ji. q, I wi r-Q-z nTt4r-pvuiq -n . . I . I . ­ , I - � I ,_ , .'1311�', ��i�kt,i�," 11 :� 'm ., ­ - - 1. . �I I � .11 ': i : VICE I I . � I , X., , l Q ,Uvt.`��4 " � , ,� �� v., , � - �J% � I .,'� �A�: I . I � I 6mo% I I I )1c' - I __. '. 1. A All . P: mciTr . . � � I I � �. m 1�� p "0 p J j OA 0, "A 4, q Z� SK V 4, z T G! I _Q ".6 41. t4i p T Rj, r 4 7 ? '3 A ­-y m 7 7 77 7 77 7: 'T 'v I" Z, 5- Z 000 - 5- ng' 0 4. 15 n - 03IJ '0'9'55.0" E, 502 29' 5 0:�_ 0 1 58.00 a 57 J, T .60 59. _10 �9_40 59.50 59.80 Lo 7 T T zF- F-1 1;- 1-p4R,-mj�(_3T EXPANS10N 57.50 2-T T T T Mil E _�5_2 0 E 70, -20 60._90 61.20 Z`57.30 60.80 61.00 Ln 3020 LIJ J�W� �Aff 1,1111111MARIAKM 57.90 - �A -)4, C 7 57.90 m 0 m > //57.80 ___r_ F 11 1 25,1104.05 S.F.4- X 5 .95 '9 U 58.50 F.F. EL.=-58.501, 11A11 - .1 1 . *.­,"; b > > > _u C ILL" i_! 5790 Z < T_ z z T. 0 ws I \ 57.80 0 0 z I,-, z z r,7 r n I k 57.70 58.50 H.P. 57,50 > 5 .70 X f _j k6i \57.86 58.50 58.50, 58-50 57 .36 5 < OVER HEAD POWER LINE f U 7 X L P� z� A 0 'LL p f J� 7m ton. A V p ON, 60 b­­ N _Q, 81t e 7-- 7 A ppr.QVp ,�ep!gne_ y:,�, 07, - _j G R Scale: 1" 30' SUPERCHIPS A 7 77, 77777 E Q OMME 6 5 77777­ 777 i 7:� 7777 7 �� A k 6­ 4/ 7b WC �74;7e;. 13T A0 oved 0 _ . 1 Q 3' C, I ifi c a t of It �wzwti�n ivo,'� pi -Date Job NQ APRIL 2003 IN"ORPINIHATED q; U 8 FAIRPORT BLVD and CARRIER AVE _r 7 -7 7. RE ER- !��E$,T �7 777. 7,7�777777F7�, R 4 777: 7­'� 7 7 77 77 t ­7 7,,_ 7 7 �77�, 77, 7. _, �j 7_ - 7,-777 T,,77,777_:' 77 q e. I 1 e - le C> F S , IN N F= C), F.' E) V, 61.50 60.80 60.30 61.40 61.50 61.40 60.12 60.00 158.70 58.20 .50 080.0660 S7 nn C> Cl) 1wq p C) LO 0 0) NO -cu") U) r57. 5 0 t "All 0 En neers Planners Landscape Architects Surveyors Construction Management zv w zv I c p h e it g i n e e r s . c o m 500 West Fulton Street, Sanford, FL 32771 P.O. Box 2806, Sanford, Ft 32772-2806 Phone: 4OZ322.6841 Fax. 4OZ330,0639 �'A 4 j A, J S� e g 3 Pr% 0% ROPOSED PAVEMENT PROPOSED DRA I A SECTIONS STRUCTURE SCHEDULE j TYPE E INLET,PER FDOT,IRDEX #,4� TOP ELEV.-57,bQ. S. FL.,ELEV. 54.9'T' ............... ............ .. . . . . . . . . . . . . . . . . . . . ..... 274'- 12"i`18" E.R.C.P.,@ 0.38% . . . . . . . . .. ........... 0 TYPE E INLET, PER FDOT INDEX#i3� TOP ELEV. 55.80 1 1/2"FDOT TYPE S-I ASPHALTIC CONCRETE N. FL. ELEV. 53.93 WEARING SURFACE COMPACTED TO 95% S. FL. ELEV. 53.80 OF THE LABORATORY MARSHALL DENSITY, (MIN. MARSHALL STABILITY OF 1,500 LBS.) 67'- 14"X23" E.R,,C.P. @:0.406, S, 'y' MIX TO BE APPROVED BY SOILS CONSULTANT. (S-5-) CONCRETE ME NDEX # 27-2 FL. ELEV. 53.50 4 6" OFEITHER LIMEROCK OR CRUSHED CONCRETE BASE,COURSE COMPACTED TO 98% MODIFIED (-S-6-) TYPE E INLET, PER FDOT INDEX # 232 PROCTOR TEST MAX DENSITY PER AASHTO T-1 80, TOP ELEV. 55.00 V. 51.90 ASTM-D-1557, LBR 100 (PRIMED). FL. ELE 6" STABILIZED SUBBASE (75 PSI) (S-7) 84'- 12"X18" E.R.C.P. @ 2.86% COMPACTED TO AT LEAST 98% OF THE TYPE E INLET, PER FDOT IND MODWIED PROCTOR MAXIMUM DRY DENSITY PER EX # 232 TOP ELEV. 53-12' AASHTO T-1 80, ASTM D-1 557, F.B.V. 75 PSI. TRAVERSABLE SLOTS E. W. FL. ELEV. 52.45 N.W. FL. ELEVA9.66 S. FL. ELEV. 49.50. ON SITE PAVEMENT (S-9-) CONCRETE MES, FDOT INYEX 272 FL. ELEV. 56.18 `HT DUTY LIC CS-1-0) 88'- 24" R.C.P.�@ 0.50% (S-1-1) CONCRETE MES, FDOT INDEX # 272 FL. ELEV. 55.62 CONCRETE MpS,_FDOT INDEX # 272 FL. ELEV. 55.02 . . . . . . . . . . . . . . . ............ ........ . . . . . . ...... ............ . . . . . . . . . ........ . . . . . . . . . . . . . ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... (0) 68'- 19"X30" E.R.C.P. @ 0.50% W (S-14) CONCRETE MES, FDOT INDEX 272 FL. ELEV. 54.57 2" FDOT TYPE S-I ASPHALTIC CONCRETE (S__T5) CONCRETE MES, FDOT INDEX 272 WEARING SURFACE COMPACTED TO 95% FL. ELFV. 54.00 OF THE LABORATORY MARSHALL DENSITY, (MIN. MARSHALL STABILITY OF 1,500 LBS.) (S-1 6_) -76',- 24" R.C.P. @ 0.51 % MIX TO BE APPROVED BY SOILS CONSULTANT. CONCRETE MES, FDOT INDEX # 272 8" 017w EITHER LIMEROCK OR CRUSHED CONCRETE FL. ELEV. 53,5Q BASE'COURSE COMPACTED TO 98% MODIFIED (S-1-8) ES, FDOT INDEX # 272 -180, PROCTOR TEST MAX DENSITY PER AASHTO T CONCRETE M ASTIM D-1557, LBR 100 (PRIMED). FL.ELEV.54.60, < " 1 12"X18" E.R.C.P. @ 0.50% 6' 8" STABILIZE SUBBASE (75 PSI) COMPACTED TO AT LEAST 98% OF THE CONCRETE MEST FDOT INDEX # 272 MODIFIED PROCTOR MAXIMUM DRY DENSITY PER FL. ELEV. 54.34 AASHTO T-180, ASTM D-1557, F.B.V. 75 PSI. El A PROPOSED DIXMINAGE ON SITE PAVEMENT owl HEAVY DUTY SylavmlBOLS LEGEND \�HTCTOP OF CURB ELEV. EDGE OF PVMT. ELEV. P- PROP. FLOW DIRECTION S PROP.'CONTOUR ELEVATION PROP. STORM SEWER PIPE PROP. SILT FENCE PER F.D.O.T. INDEX NO. 102 D EXIST. 1"-2" CALIPER, CLOSTER 1OF4 SHRUB PLANTS EROSIONSE=DIMENTATION. _j m CONTR" UL NOTES 7 MAINTENANCE OF EROSION CONTROL MEASURES I$ OF PARAMOUNT IMPORTANCE TO SUPERCHIPS INC. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH -ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOU LD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL' EROSION CONTROL MEASURES MAY BE f�EQUIRED DEPENDENT UPON THE STAGE -OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY AS A RESULT OF ON -SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES OR THE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL MEASURES SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT IS THE CONTRACTORS ULTIMATE RESPONSIBILITY TO ASSURE THAT THE STORM WATER DISCHARQE FROM THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE JURISDICTIONAL AUTHORITIES. PROPOSED'STORM bTb I LM NU I Lb 1b. 1. PIPE LENGTHS ASSOCIATED WITH MITERED END SECTIONS DO NOT INCLUDE SEGMENT TO BE INCLUDED UNDER UNIT PRICE FOR M.E.S. (A.K.A. DIMENSION F, F.D.O.T. INDEX NO� 272) 2. ALL STRUCTURE INVERTS SHALL BE CONSTRUCTED PER F.D.O.T. INDEX NO. 201. D6 `D 3. ALL STRUCTURES WITH TYPE J BOTTOMS SHALL BE CONSTRUCTED PER F.D.O.T. INDEX NO. 200. 4. ALL DRAINAGE STRUCTURES, INCLUDING CLEAN -OUTS, SHALL BE INSTALLED WITH TRAFFIC BEARING GRATES, FRA IIES, TOPS, RINGS AND COVERS, ETC-. AS APPLICABLE. 5. ET G ALL PROPOSED INL RATES SHALL BE RETICULINE,,5TEEL; L F_ + 6. SEE LANDSCAPE PLAN AND SECTIONS FOR SOD/SEED & MULCH LIMITS. NOTE: j SEE SHEET C-3 FOR GENERAL GRADING NOTES. 7VE7,15MN F.fq'U'TCH, P.E. SITE GRADING PL)AN r 5211% J0 T 3 203 FITTING TYPE' 4 .: 8 • ; VERT. UP OR HORIZ 11-1/4 BEND 2 ` 3 ` 4' 22-1/2 BEND 5 6 $ 45 BEND - 10 1.3,E 17 90. BEND 23 32 ' 42 VERTICAL DOWN 11-1l4 BEND :: 6 a- 10 22-14BEND .E 11 16 20 5 BEND — 23 33 42 90 BEND r. 50, , 79 102 BRANCH OF TEE 20'. s ':41: 63 DEAD END 56 ` 79 102 REDUCERS SIZE . 6X4 8X4 • .-8X6 RESTR.LENGTH 41 74- 43 SIZE 16X6 16X8 16X12, RESTLENGTH: 159 °137 79 ' tog 1, Aso W $Mud IV yoQqid Mal—, 0*1 an "I-0 1­ COMPAQ w"W"W0.000- < �J' FONT, -001 Mum fam""WWO-21, WSZO MY s" on 0 TZ-0--, mom 7 NO TKY Of yn no ply w owfomw"W" "mmmyow"M 1W con, WN"A WWI A A 'NAM 10�"4 �Wlh' Ono WARMY -ve is V, ME! 10 yyy - —a -I'" - - 00 MAE- _"Pwl! win awmaw MA VON most Aw�' Pis TOY Imm - - , ­ . .1 I � I I � ­ 1, , . 1: I I I .� �l C�-""�",-,-",-,�..,-3""��"",�'r.�: ',,,�': I , I , � - . . f I . I , .� � I — ,—"— " , I � 4 �: � I 7� . ­ I � . _,� ­,"­,7;=_=,4`7' �_ '= -=" Idw, - � I . 7� , � . i;z;: , , , 11 ,77 � 7 1� . I ., I . - - . � � 11 . � I _ ­ � � I - I 1, �, � � - - : .- � I I , , , , , . 1, � � I . . � . � , 11 . .1 � I , , I :� ­� . i ., � _, I � I - . 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'C � I " � : ��, _�,.: _­ ��,� , I _�,.: �,.: �,.: , z ; _�,.: I , _�'.: , 11 � , m IIIIIIIIIIIIIII 11111111111111111111 mI __ � I ., ­ .11, ­- 11 ­ --- 11 11 . I = � � �� ��� ��� .... � I'll "I'll IIIIIIIIIIIIIIIIIIIII "I .11,11111, _� "I __ 11 --. I I I ­ m 11 Jim- SCHEDULE 4,0'GAL ANIZED , PRESSURE'VA6UUM' BREAKER OR ` ,Z; I PIPE, AND.IFITTINGS OR . r -­ :, -, )UCED PRESSURE'DEVICE �E - 0 )T REQUIRED �WHERE RECLAIMED SCHEQULE,6 0_.PVC PIPE ATER IS UTILIZED) AND FITTINGS Z METER BOX AND;LIO' TV:, BE FLUSH WITH UNION U ON FINISHED GRADE. SHV OFF VALVE 12 16 30" CURB 4" TO AB GRAfL FINISHEOL, GRADE J METER CURB STOP 6 efc SERVICE, LINE APPLIES ONLY IF 1P RIGATION,;METER HAS SEPARATE TAP TQJMA1N. IN.MOST CASES STOP THE IRRIGATION METER WILL.BE PARALLEL ,CORP. 'DOUBLE STRAP SADDLE TO THE HOUSE MP ER AND OFF OF: THE SAME SERVICE CO�NECTION�;� _4 WATER-, MAIN NOTES: ',A I., POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEE ALL GALVANIZED. AND PRASS COMPONtINT5, '2. METER,, SHALL, BEINSTALLED BETWEEN SIDEWALK AND, CURB 41ERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT,BE INSTALVD IN SIDEWALK OR OTHER� PAYED AREAS. 3,. USE.PRIMER SUITED TO BASE MATERIALS. FINISH, WITH, TWO�� DATS OF'PVFP,LE 3", EXTE91OR ENAMEL. 4. DEVICE SHALL BE 12 INCHES JMINIMUM) ABOVEHIGHEST OUV,,,ET.. f IRRI"TION METER PRE I SSURE VACUUM BRE KER OR REDUCED PRESSURE Z ME ASSEMB 0 Ly -OF N D; CITY SA, FOR 1999 1� FIG 502, TEMPORARY JUMPER CONNECTION NOTES: t 1. A temporary jumper connection Is required (,,, at oll,connectlons bejwaqn existing active water mains and proposed how r Mo Improverriontsi.. 2. The detail above is to be used for flIllu any now water main 4f on( size from for flus Ing up tq 8 NCHES IN existing active water mains god of new mains DIAMETER (2.5 FP$mInIrnum velocity) and for pullInp bacteriological samples from any Water 'of The, t be Until after filling, fi new main any size. jumper c on shall rficlintolned flushing, testing and disinfection of the now has been successtfufltio I 'Pro pg eted and clearance Jor Lisa from- the Florida Department of Envlronmentol� EP) and .,cther pertinent. agencies have, been' rw;elyed. The jumper'conneotion shall also be Use d to maintain, a minimum, pressure of 20 psi In the now mains after disinfection and until the FDEP letter Is Thrust blocking and/or be clearance obtained adequate. restraints shall ded, flemporarily, Pipe, fittings for connecting the'now to the as and used pro ti, r4juired, ?Ipe a I v x 3 'shall be disin ectqd to Installation In a d n Q Itti AWWA C6 li g p P to 'in'febw topped 'sleeve cd,'. i 1992 �o I qrnd� the exterior of the 0 shall be 'edl! The tapping n ec 16 - ! y spraying or swabbing per section It of AW� .792. 'of' '161nches In qla I meter and . larger water mains y Pe done Jhrough the tie -in 3. Flushing To valve under very 'controlled conditions. The following procedures i,;hqll be, followed: A. The tle-lnivaves shall be operated and%pressure tested In I e presence of the utility cc pa d or to verify -0. Valves whigh are � not arn ,ny.Gn,,,enr a water tightness. prior to tie v or replaced with a aw valve Installed Immediately adjacent to the I tight s all n Ii ki lum nnection shall be c B The tim'porary,, per, co :onstructed L as de6led. The jumper connection shut be used to- f Ill - the now water main and for providino water for bac. tart6logIcal sampling * of fhe� new main 'Q3 required by the FDf Perm Fl 9 shall not be attempted during peak demand hours If the existing water us Ins All downstream Ydives In the system must be open prior to O�Penlnq the tie-in valve. Provide for and monitor the pressure In the tie-in point. T pressure In the existing below, main must not drQ p 35 p5l, The tie-in valve shall[ be, oj�enecl a few turns only, ensuring a pressure drop across the. valve Is greater than 19 pst. C. The tie-in valve shall be locked closed by the utility company until flushing begins. 0. The tie -In valve shall be pened only.for flushing of the new.maln. The procedure shot be directed, by the utility company and observed by the engineer. t Ition E. �Aftqr- flushing, the tle�ln valve shall be closed and locked In he closed pos by the 6 ljliy company, 4. The contractor shall piroAde docornentqflo demonstrating that the -double check k1low n to prevention device �hqs, �een,tosted and Is In good working order of the time of Ilation. 5. E ish lines of greater than 8 Inches In dlornQto )r, the tle-In valve' �clyt as required to flu rerna n'r closed and shut[ 'be lacked 'in the closed position by the utility company. The no, I tle4in valve shall'r�main. locked closed until the liew system has been cleared. for use by FOEP and all cither,pertinent agencies, 6. Upoln roc4t of cle'6rance for uso'from FOEP and other Kortinent agencies, the n ra I all I .0 1 remove he tempoiar onnqct on. T 0 corporation 4tQps are to be ator, shot y jumper r closed and plugged with 2 inch bross plu�93. 1. All I n stall a it on and maintenance of 'the tornpora g.jumper connection and associated backilow prevention. device, fit ngs, �vqtve, ota. s a I be the responsibility of,,,the contractor. 'TEMPORARY JUMPER CONNECTION W� 9 F1Q. 504B CITY OF SANFORD' 99 _=1 7 0 Z a� -7777777 DI, SINFECTION . `iall new In the DOUBLE,CHECK BACKFLQW PREVENTER ASSEMBLY :Before, being plac n service. water mains shall, be 01266�110 qccordanqe�. with- 1'. Vo9IfIdaII09s belqW.:6nd the p�gcoddros outline' -In AWWA C-651 StqndOrd Procedure for,01sinfoutl All I P wer Mal si iovist ris: the I'l r1do' n­w4 ent f E I I tectlo6 iiq it shall ka a n ran SCH 40 GALVANIZED CK Z 0: Z - UJ E Z�o� compiled with. ;­v �7 ML, 2"METER P -AND FITTIN 3 IFE Q 0 a- U 2 "1 Z 1 C, Z 7, PROVIDE TEMPORARY, V) 0 f SUPPORTS, AS REQUIRED. tj F_ PRESSURE GAUGE (3 oz� Z: UA mco Ca- �PROPOSED HORIZONTAL, '& VERTICAL SEPARATION,, REQVIREMENT5:�'_ UTI ?-A_.Lg tAlIr MRV- I VEIrr. I HORM I VERT­ HOM MT. 'HOM VERY. 7p�OjMU WAIER 's to- REOWK .i C/c CA $a MEM WAVA 0/0 I A, SEWX WM 12' TO 30!' 3 4* H SEBIBQ �z ':3 it W/VACUUM BREAKER ABO.VE-GRADE :C WATER SYSTEM TES in Hldro3tctic:t4itting'shlil'ba,"r,f m at 150 pounds' per 'square no 'ressure, U 2" SCHD. 80 iPVC. 2 SC , HD. 8Q PVC La nloss Ing s%oll be in I for rd, Q6 Q, for. 9,-prov rth In' S t- PRESSURtG a- UJ ul b the,, I y,�"for a Urs. I- La sjorloql of not loss thacrtlagol AUGE cc rclan I hs ��'IAMWA SicheI3.1 > 1n with Jho'qpgllcdb 1 1, GENERAL NOTES on WWA Mg�nwil. a- Z -'shaj! Include,the continued application at. t e ressuire The testin h �Meclflsd p J X WW 31; 21 La", 45blo. r.ron pipe Num0er V�23 far PVC pipe.. DOUBLE, STRAP SA procedure, _WD ,, to me Te3 3YSTem. Tar Th Ult,from, a p ine� THE Lo sultuble Jor moosIrIng wo Ir loss. ?y IthpitTe !2o1qr'rn'1n' TABLE REPRESENTS THE, MINIMUM SEPAR [ON AEQUIREMEJ >a) 'I Two.pour gerlod, OY w AT 3 1 DESCRIBED. IN �E.D.E,P. RULES OF THE. �FLORIDA :APMINISTRATIOt 2" CORP STOP- vo ime Ispigcod rom s i I per 0 Z Z a;,V) I SIT.,UyVihs les full, necessary rt, i rs shall as ulm- _017 --tc 'n - - 03to011ih4d llmlts,� The >a,, 3 - occ?,mV and th te3t-reROuted Until within the, 11shed y thi'coi�rg, ,r (FAC.). �-THESE SEPARATION REQIREMFNTS SHALL APPLY, BFTN 2" CORP.*. STOP io Z I <W '7 �Q water er Items, required' 3:,6 its, d,,, , yn �d all to to UJ C14 EXISTING Of fr 014m and perform nece3sa repo rs. N FRQP , OSED: U?1r water pun]p,, gauges to conduct the required ys EWLY PROPOSED UTILITY. LINES AND EXISTING OR Of X LINES. WATER LINE NEW WATER LINE w 2. FOR. THEt,PURPOSE OF THIS TABLE, RECLAIMED ATER SHALL, V, 71 6 <:, UNRESTRICTED PUBLIC ACCESS. REUSE . WATER AS DEFINED:'BY Co J QTHER4YPES OF REq ARE CON ERE FLOW LAIMED. WATER` Sit) SEWAGE AND SEPARATIONS LIS�tED FOR SANITARY SHAL .J 3. ALL SEPARATION DISTANCES ARE FROM_OUT5IDE �91` PE Tp�� OF PIPE UNLESS OTHERWISE SPECIFIED�, CRITERION PRODUCIN a. 4 'GREATER CLEARANCE SHALL BE.USED. J_ > -IN VALVE MUST,BE CLO Z I- 5� , > TIE SED AND REMAIN COCKED. CITY TO PROVIDE co 0: C/C DENOTES CENTER OF PIPE TO CEN ER -OF PIPE; in W LOCKING MECHANISM. VALVE WILL BE FD _VJ 0/0 - DENOTE OUT51DE OF PIPE -TO OUTSIDE OF: PIPE. OPERATED,� BY CITY PERSONNEL, ONLY. 4� ACCEPTABLE VARIANCES: 0 J 'k WHERE- HORIZONTAL SEPARATIO, N IS NOT ATTA �I)Lk IRON, PIPE OR CONCRETE ENCASEMENT MUST, 'BE �USEO F( W Z LEAST ONE OF THE DUCTILE IRON OR CONCRETE (n PIPES. -MINIMUM zCUARANCE IS �CASEMENT MUST BE USED UNTIL NOTE: i" THE CONTRACTOR SHALL BE RESPONSIBL� FOR ALL MATERIALS, A Ix REGAINED., a. -WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINJ�Bt do El ASSEMBLY, AND THE INSTALLATION OF TPE DEVICE. 0 0 Z CROSSINGS, USE ONE FULL LERGTH'OF* DUCTILE_ IRON OF vn �CASE'.rl"PE 'ENTERED AT THE POINT, OF CROSSING'. isp 0 in X SUPPORT MAY BE REQUIRED. 0 0 J 5. NO WATER PIPE SHALL PASS THROUGH OR COME. 41NLC NTACT ED Z > ANY'0ART OF A SANITARY OR STORM WATER MAN R',,�� > STRUCTURE. SYSTEM TESTING AND DISINFECTION TILITY MAIN SEPARATION REQUIR[;�EAT TEMPORARY JUMPER CONNECTION U WATER 4 -SANFORD 19,99 1G. 507 !MICA LAYOU CITY OFSANFORD 1999 FIG. 504A, CITY OF CITY OF SANFORD 1999— FIG. "506 1999, �50 4 COMMERCD MED -WATER IRRIQATION SYSTEM CITY O.FSANFORD FIG.�� , �50 d J '4" I I I I AND INSTALCONTROLS.Q o a L ALL NECESSARY PERMANENT EROSION 4� ,.., ON E. ESTIMATE OF RUNOFF COEFFICIENTS, EXISTING �QIL DATA fi 4,4iTHE ESTIMATED RUNOFF' COEFFICIENT BEFORE COS STR T = E. THE DEVELOPMENT OF THE APPLICABLE BIVjP'S TO ENSURE THE CONTROL OF -% ; •• � UC ION C 0.20 OFF -SITE TRACKING S { >, ;- THE ESTIMATED RUNOFF COEFFICIENT T = K G / PILLAGE, SANITARY WASTE, FERTILIZERS &PESTICIDES � � �... A ; C AFTER CONSTRUCTION. C 0.75 _._ ;, � .., , • ... :,. ,r, THE ESTI A = SOLID WASTE DISPOSAL, AND NON,STORMWATER DISCHARGES H -A- 10 �, M TAD RUNOFF COEFFICIENT DURING CONSTRUCTION. 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