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102 Loren Ct - BC01-000674 (NORTHSTAR IND PARK) (NEW BUILDING) (A)PERMIT ADDRESS —1 C� CONTRACTOR qc,i � ns '06j. ADDRESS - �,` j l .t 7 . L� (� I f L4 - c � , L 'LE c� PHONE NUMBER PROPERTY OWNER I Gt ► I r P GA Grp P I DY' k cjc, ADDRESS (�,� U��C �r PL 3DIS PHONE NUMBER ��p i D33 ELECTRICAL CONTRACTOR' MECHANICAL CONTRACTOR LuLd I�lr PLUMBING CONTRACTORiNi t MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION iVi��rdT'��,�' ..11161, e PERMIT # 01- (.o7 (-I DATE 0- /,S*- ro(L PERMIT DESCRIPTION coasIl` u L7 m`ew Cj1 c, PERMIT VALUATION SQUARE FOOTAGE V� -+• u h , 1 I, [ ►J H. r] 1 J IV .. r 3 J l I J A .y , I i i 2 a" 1 I . 3 a t { P w" 1 r I.. I Sc'"i � r ,, loowwvr PV � _10 v wi , a r O I r r .a� +I s. i1 rr ,a '� <l f3 >�t ..,c 1' FIGURE N-14 HANDICAP SIGN AND PARKING SPACE STANDARDS $250 FINE ZD CITY ORD. 3211 NOTES S. ALL LETTERS ARE V SERIES 'C', PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE ) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND RRDER, 3, BOTTOM PORTION OF SIGN SHALL HAVE A REFLECIORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND 9 BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2423 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). r. 101 1 Q1;1 io, w�rrrc 4* WHITE MIN @2' O.C. L 4- 2- 4' 4--T2-L4- FIGURE N-15 PASSENGER LOADING ZONES A 6" 3'o' -Do Psi cc)�)C- SPECT'�0�4 Cc*3T� LIIJTE L v - #JC - F) 0- LwO. H 6"'O)t'Cofjc- C 0 k) C, SLK. 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SHEETIH _& I . � . I - -I- -C-.: -_ - - I I . BLOCKe, NI irITTIROS IHA L B i: K. ; I JIGTH CONTAININO ONLY : , _i I 1� I � I t, , �, I I I-SIL)CS CAA I . I .. . . I _1L - (rY � . FILM L.) PFIOR TO PLACING CONCRETE THRUST U! � � _� 7 1 � . X I i, � , I . � � I" �T � I - : � � , 0 � .. 5_1 `11 .1 ��< LNUISTURUED .r � I - (��, � � :2 'L '' � , � I 1-13 1-0-14 __ , . I , r � �, ��, 1 � i e� �_�� , �? . . I , , L ., , _R1 , � I I - : 2 INSTALL FULL LENGTHS Of P!PE WITH T,'.)TA� LI L I � � ; 1, I . I ��/;T,"",�,,�'Iml� I EARTH ' I � r I .!, 11 I I , r � r I I I i . I , li, :I_- �Z:;�� , HE FORMED , . � . i 'TRAINED JOINT3 EQUAL TO OR ORE/JER THAN LENGTH SHOWN IN . i - . .. I I I - *4 I 'r I I . I I . �, � I RE� " ' � I I ;,:, ,,, . . I . I 0 , 11 .1 �, I IF 5 I � 11 . I � . . I I � ., 1. I I � -7.-7 - U <� � � � , . - �__ AREA � FGR I . I I . - IL I � I I , . I 11 � � r � ;, NOTES; , L � ; � � , I I - . I �; � I I � : . . I I I � � t�� - I ; I I - � __� (/,; � - , I . , X �,l . ',(ING FORMS ��RALL BE USLD ALONG SIDES C1' _f , � .�� 1 ROUOH BLOC a �, . .1 I . , y;' �w I , � . L ., I � I , ,A, I � I I I "I : 11 I , I r . � � I � �!)'/4 - _ , . I I �. � 1, , I r . ,, ,� - THP.usr BLOCK$ AS REQUIRED. ABLE. . � � i� � ...- I z ' � I I , I I , L � I I ,. "I I r , 1. -1 GEDDIH�5: SELECI`:CCMMGN FIIL COMPACIED TO 95n OF THE MAXI I MUM DVJ�l I I "". . . � I : , . . � I , -, u. , t:It" � - .), , , __ �Oot I I - I I . I I I I I ,� " I � : --- - , , , PLUG I � : I i � , I � ['I � :!:1, :1 I . I I � I tE,� .., . ,, , 11� . I - , I � , PIPP I I I TY'AS PER � � 1. � I I � . , � I , � r 1, I � , ;,,, - �.- I , . , I L I 11 . i . . I I I I , � I I Ir . 11 L . I . I . I , I i I ;,�i I, , - , " ., ni, I � I ; I , 1, ��. ; I 11 I . .. , I I � AA3HT -140. 1 � 1 � :� I - 072 ,,, IM, . I . , I I I .. -1, , , 4. ThRiJST BLOCK$ 'SHALL BE USED Ili 1E r� IER, 3 WHICI . I r � G I - .11 , 1 4 1 1 4 ; r , � �,� 4 . � , I % I I , , ;, I . , , . .., . L."..K1, I I , I HTO � . , ,�, I . � . I ,_ . , , , � . I L � 4 . . . . , � I I I I � T I I , � I , '' ' �M DENSIT"i A�'PER I �, , �, � 0 . I � ' . . % � WHEPE 'TWO OR MORE rimN(;s ARE 'To(, USE FlIfING -1 I ; � , �"�� I . . . ,'�. � TE , , I �, . . � -> NJ -A" � , , , , . COMIDINAiiON, AS REIUIR�V '! : : � I I I I , :1� � � I I - x;M AAS I I ' ' ' ' I � -v I . . . - �- ,�_� i � %/:�'__ " I , I I : ., I . TO SUIT THE SPECIFIC FfffiliCl AIIP.Anr�zmENT. , I ; ,1 I 0. . �, ,� `i� rRiEncii RACKFILL: C01,46Cti FILL 'COMPAM) TO 95!' Of THE MA I L 1'CLE(J'CQMMOH' m0;OMPACIED to 9549 OF THZ W,XIMUM DENSI IY AS PER, ' - , '. , . � I � I . 1. . .1 � , :, . ", I � , ,� �� . I ., �, � -125 P.S.L,, SHALL BE USED 'WHISRE-EX10AIG PAVED AREAS AFE I I �, 1. , PIPE BEODING: . .; 1- ,- - , ", . � - , �,,., 1. , , � � , ; �, 4�' 'I I . . i I . I � . . I YIELOS GREATEST LENGTH,OF REsrRAINFD ?IPE:. r I � , , � :, � :, ,� . , I I I :,IIOIES: � . . , f - , .� ."? � � w z I - 3. 1 : I - ��_� I , - I I 1: ��'� 7 1 1 , T-180. Ft_OWA8LE FILL, 100 . I I . . C, � � /1,t � i , ; , - I , *( , � - - , � I I - I 1, I 6 I I . L I I ;1 1, r 5. ALL WOOD. hI.00KINO SHALL tit PRESSURE TREATED WITH � I I � _' - ' I "' .. ' � "I'., . __ . I I 'L - , I I I I � ;: �, r , r . �, , , � L � I mim; V, UtIVIST6kilED * , i, 11 I . �, . 11 I I I . AA!iHIO T- I 80. I I I , i � � . � � . ,� I . � r I AFFECTIU. !iEE 5ECTIO11 32.8.4 OF UTILITY kAAVAL FOR LIESION MIX- , I I . . 1. I � - I .,.� L � L -t � ,�,Y., - - 4 . ' ' ' - i ;�� I , , � . I I I , , E ' : , I , .LE_E__w/_ff1_.W , . I � ,; ,L L . i I �� r ,F ) I , I 1 7 1 . 4. IN LINE VALVES AND THROUGH RUN OF IEES OUT' IDE LIMITS Of' I , I . I CILD TO 95Y. OF THE )4�XIWUm DENSIry:AS PER � I ,,,�,,�?��, �7,, r/jg_ ,,, :. EARI H I � I ; , : , i, I � .1.: , � I I PRUSERVATNI5 IF FORMS ARE TO REMAIN IN PLACE. � ' I � ' r I I I � .. [)()lit t6Lat'DEIER`m ' � , ,, 11 . r � I I 2. IREACH OAQKFILL: CO 'i , . 41 . � � 11, r I .1 I ,% � 11 � I I I I - � I .. I � : 1. 11 I, ,. � I 1 -125 P.S.L. $HALL BE IjSED WHERE EXISTING PAVED , , * '/ :' :. L; . I � ::, :, I MMON, FILL ,;OMPA � I , r L I /�,,��, - )',`X� � -�� )" I I RESTRAINED JOINT�i FROM OTHER FwTINGS NEED NOT HE RE r3 rRAI NED I �, � L 4' '3. USE Or TYPC A UE 0 INED lit THE FIELD AS DIRECTED UY 1HE'CITY. :: I? , I I . I I � . I I I 1; 1 . ., I . ,� ' I., , , ., , I : . � I I I - - , � I : I L f 4 . I 1 4, �, - . . , i � . I I :, - AASHIDT r-160. FLCINABLZ FILL, TOO � .. ..... , .� 11 ., . I . . I ,Lt �� ' I I . 1 6. � ALL'IHRU5F BLOCKS 'SHALL BE ALLOWEP TO SET FIVE (5) DA5 � . I ., � , ' I EA *,E1.4 Of LetlQfIES MANUAL FOR DESIGN MIX. � I � 11 I . � I I 1, . I . I I I ,,,� I ': '' . IL � '': " , .r I BEFORE PRES51A,E r[STIAU, UJILESS HIGH FARL'� STRENGTH UNLFSS, OTHERWISE INDICATED, r , ' i ' I AR S ARE AFFEC11C. 5FElECHON J� � , 21 r I . I � I � . I . I I . I � , , I 1 4� . I , 11 I � ; � , , � 4 T E 1, CRADLE , I � A FOR � , � I ,�, , ,� , 1, 11�� , �� , 4. 15' NAA. FOR PIPE DIAMEIIER ,LESS THAN 24'. AIID z�sl mAx.' rok-PIPE DIAMEfEW24"AND �, ,L� I . I r . I . CoNCRE I I I ,r I ( ARE I I � CONCREIE 113 USED AAD -.ITY HAS APPROVID A SKCRIEP "I � r -_ - -*-",--"- I I � . v I , , ,�' � 1PE A � � _ I I AREA FiR , �, Ir I I - I I , I I , . LAAGER. THE Ni�,Hwum Oisrmea 511ALL EQUAL THE �OUT31DE,01AMEtER OF THE PIPE. , U ,TED BY t , _____._____ I . I � I I . b: . ' / 45' BEND I / 'FEE: I I I I I :,,� r I '= -OVII-I IN 111E 7AHLE HAVE BEEN CALCULATED IN ACCORDANCE 11 i ` , r, I � I 1, I L L . ,� I I I I � : J., PIPE 6EDDINu u-nUvAG seamcommcii FI1_L OR BCODING ROCK 114 ACCORDA34CE'WITH I ,j: L I � I PEN � L , '� ; L�:' I I , ' , I . I I � I L 'L ,r, , I � , BEDDING AND IRERCHING DELML 14AY BE AEQ HIED AS OIREr. HE CITY. . I ECTE . I , I " . . , ,,, - , - 'y I I I . � I 1 5. LENGTHS S1 - I . � I I I , '' 1, � � 1 5. � WATER 15HAII ACT BE FEbAiTTED IN THE TRENCH DURINUI COASTP.I.H.310H. 11 . I � , r I I I �,-�./'�A !_" �. -, I_-- I I I I . I " __ I WITI-; DIE PROCEDURE OUTLINED IN "TI'tRUST RESTI?Aiw DESIGN FOI � I I I I I : . I . I I ,�� , L � . ( � I r I L� L 1 4, 15' MAX. FOR PIPE DIAMETERS LE,4s r.AAH 24*.,ANL) 24' FOR PIPE CIAMETER 24' AIID� I � 1. (0): 15* MAX. FOR Pik OLAMEIIER LE55 THAN 24% 1 1 � I [ . I., I :: , , , ..,..X . . , " , " -A � . I . , 1 . / - 7:� r . .- � I I I I I I 1 --------7--_----_ I I � � I i I "I , 1� I I ,,, �� . � 1, 1� r � ,11 6. � 'ALL PIP- TO 6k INSTALLED WITH' bELL FACING UPSTREAV, 10 THE DIRE'ClIO'ii Ol IIIE' FLOW , � L 'I', I , . I 1. . . I , � �..,- , . ,',-/ , . I , . 11 I .1 . I 'R V,,kUST A O( X MIAr DUCTILE WON PIPF" AS PUBLISHED BY DIPRA, WITH '1HE FOLLOWING � I I . . I 1 ,:. . I i- A� i�_, - -- - - - - - I 'I, 1, - 41111MUIA DISTANCE SHALL, ECIVAL T14E ,OUTSIDE DLA�iETER OF THE, PIPIE. I - . I ,.2�,El)iAX N ,,', - ASSUMPTIONS: I � :,� . . I I I I � , I . LARGER, THE ,010 24' MAX. FOR PIPE DIAMETER 24" AND OVER, " - : �lf:, - I I m 1) 45 . � ,,�r '. , ,, I r � I L I . I I I r , , , I 1, 1, � VOR COHGRET�-' ARCH. THE MIN. *WIDrR SHAIJ. BE � i I 1, I 1, C. \' c ��.�__ I . , " � .1 I . , ,,�� . , i � �; . ;�.,, I r" . I I L � � 1 7.' , REFER ro,.w�CI`1014 32.5 OF THE MANUAL FOR !;IIEEIINO AND * I � I .- � . 1. , , - :xa ICE) Lfi% JU,D fto �Ils ", � , "', I , g"'A'A'I'N" r L I r, _." , - , . _-1 -1 .1 I I � - . DIP � % . I 4 L , I I I I, . . -/--Ilr� , .1 I I I I -�,' . � � l� -R OF PIPE. w I . � _1 I . �, I I I I I �� , BRI1,61no IN , L , 5. WATER !1HAIJ. HOT Ut PERMITTED Ill Ta IRCHCH DURRIC: CONSTRUCTIU1. I �QUAL. TO Q'JiSIDE UIAMEIF. I �' - AREA Fog L 1': 1 I L , � , (AO45) �w I I is) It ,w rr.) i,w V) ��* Fr) (IJI 4� rYPK OF PIPE--,----.-.-. I , I 1 4 � . I 11 FLORIDA TEENCH 3AFETY ACI, I � ? . I � ,. I m, '� * � : I � ,( �, I'- I I � L I . . .- ----,. - -_ ' � , 1 , . . I . I �, L SHALL COMPLY WITH STATE OF� , I . I I � I , I � I ,� . .1 I I I , IL , I" , - I I PLUG , I I . 0 WORKIN,� PRESSURE:_ 3--,- 1� I , I � � , " � I � I I I r I . I r 6 , . I : I T I I I , jZ5 .1. ,. � . I : I � ' - - FLOW. "D* REFERS To [HE OIAMEICR Of THE PIPE, 1, ;�. . . I ,�, . I I . . I I , I I r " � , I , . I � . I FACING UPSTREAM 10 THE butE.Tiowor rmZ ; I r Z. I . I � , , 1, , E ------ � I I I � I I � 1, 11 I ____ -.-".-,r _ _- - .!,.--P..> :1 Y w I I . I I 1',L ,L r I , �rr' I I I . I I I ir SOIL' DESIGNATION: -h � I " I I I � � 1 .. - MUM FOR . � I I I . I I I . U I R I . I , . , '1� 7 � I , ,� � " � � I . 1� - , --1 I I I I . I I �. L' I . -1-- .--- __ __ --- -_ _ -- -_ _Y�Ks I ;1 , I . L I 3. ORAVIT SE ERS SHALL LIIuIE,7)PE,A�6C'JDINQ If REQUIREP BY THEICIFY, a.,oullio vCPTi4 SHALL ' .. . ALI:'PUPE to BE INST.%LLED 'WITH IiEIL I � � I - " ,�,;,�/-., I I I . � " I I I � PVC DIAMETER 16- .1 , �, "a ) . .(I r I 11 � �): , ., �' I BE 4* MINIMUM FOR PIPE: DIAMETER LESS THA14 '15" Alto S' Will , , 7. , REFER TO !SECTICti 32.5:UF THE MAIL AL FO 14HEETINO AND URACING Ill EXChYATIONS, 41. "T* FEFE�s 10 (HE THICKNE5s or THE' pipe. � I I , � : , ,� I � ,j, �' , �, , , . F' AND LARGER. : I I � � , Lr 11 I I *�HALL COMPLY WITH STATE 0 . . : ,� 11 . 11 1�� I . I . I 1� , , 11 I I 11 I � ---I-- ____ _,_____,___ I, LAYING CONDITIONi __1 I , . I 1� 11 L � � . OFF FLORI A TRE14CIJ SAFETY ACT. , I I I I I I � I - I �t ., I : ,, , � i - �L I I � 1. 1, 1 1 1 � . I I - . I . -,, , , �'. 11 TEE 1,�/ I I � I - I I to- ._______._.__________ I . I , , ��, ':, , , , L L � , I I "� �� , I 1 4. THE NEED rcR'CONCRKrF ARCH HALF ENCASEMENT I , r I I I � : : . , 11, I t2 ' OR PIPE �NCASED IN P)LY7rH'T`LEIJE, USK VALUES GIVEN IN . " 1. , . . , , , N ' I(of I P k I I ,)R FULL ENCASEMENT (O BE DETERMIMEP IN Tilt ' I I . I I � I I I � , , I , � . % . - . I � , � r I . I * To BE. cOMPLETEC By' THE ENGINEER , , 'tit I I I I L �.' A)E I I � : I � � - -.1 .-.-----, - -_ - - , F')R HDPE PIPE 1 I �, , , � I , -, � I , I . I" ,O OF 11D1I G IoCk� BELOW d. FINAL RrSTORA I HE IMPROVED AREAS SHALL BE ki - COMPU�IiCr '41-H Al , AP MABLE ' , � 1) � � - - �. �, . � I I 1E1 R REMOVAL 61 UN.11111AILE MATERIAL SHAII GOVERN DEPTH , r .FMLfrJ__Q, - . . . I I I I I L� I I 11�:� L I 7H^ PIPE. THE CITY SHALL CICTERMINE Ill THE FIELD IF REMOV . AL OF UNSUITABLE MATERIAL 15 I �, I REOULAFICA3 OF GOVERH:NG AGEACIES. SURFACE Eit'STORATION WITHIN CITi Hit, -OF-1.YAY 11 � L . �A%D AS DIRECTED BY [HE CITY. . � I � r . - 1. - __ - 6. . I � '� ; �� 4 1 - I . RE,jUIR:_--0 10 REACH A SUITABLE FOUNDAIIOA. . :� � � I I � I � , I - -1 . - -_ I PARENTHESES OR INCREASE THE (AV:'N Y,AL-UE BY A FACTOR OF'1.5. . .. � ; I , � � , , 4 �� , - . . I I I I I , I . SHALL ,',QMPLY WITH REQUIREMENIS,01' Rlrllfr-OF7 WAY UTILIZATIO11 REGUL.AYIONS.', � 1 4 i � I I . � . . I . .1 � I � I . I I I . � L L' t � ! . I I I . _.. . - .--- � . 11 , , I . . 1. r I I I � I t I ' OF THE UTIJTiE1 MANUA�� FOR , ; � q I .. , I 11 . I I -1-____ ___L_�. I ') I I � : , � L � , 1 . I 10. ALL UNPAVED 0110JILIED, AREAS' ;HALL BE SOUOE �� ' 5. REFER TO SECRON 32.b I 1. I 11 11 I I I I � I , I � , � . , ,. I . -A.-,- .1 _ --- I . L , 0 TO MATCH ADJACE14T DOWRAJE . , . I I , ,r , , . I ". �, , 4 , ., I ,� . �, I r I 9. :�ALL UNPAVED DIWURIIED AREAS SHALL BE 500DED TO MATCH ADJACE14T I I � SHCETING AND BRACING EX�.AVArioNs. I 11 , ' . I r ;,� I � �, 11 I 11 I - , I I .4, I L � i ! i 1. I I I OPA3S SPECIES, � I . I I UO,jIIIArC GRASS SPECIE$. . I . I I I I I 1 , � , I , I I I _ L� . � � . I 0 , I I , � ; , I � � . . . . . , , I I I I I � , , . i I I � I . I 1 4 1 . WN W� i,w �. . t ;. .m I , I � , r I I . : . I I . . : , 1 .�, . r � 1 I - I 1. FUJAL� RESTORATION IN IMPROV501 ARL�S, SHALL BE it; cOMPLIANCE411H ALL APPIJCABLE. 11 . I I I . ". I . 'A5EW-Ar, SHALL EIV FORMED, A140 I I . � , � I 1, � r - I L� I i � � , , - " �. w 4�'a J-� * . . . � "I �. J:L � I I r 11 131(�,ULAIICIN* -OF-111AY. , , ,, I ,, I . I L I I . '�L .� , I . � 6. ENDS r Hj?jJ - IS Q K ' D E 114t5 � , ' I I I . A." I 1. � I . . . � � � 'I I I ; I � 11 - I . I _ _� i . I - , � . , , I " . I 11 I . OF GCVERNING AGE11CIE5. SURFk'E RESICRATICHI W111,1111 CITY RIGHT � I I I I I . I .1 . I , � . I _-1CAtIQH3 Slr�ALL BE INDICATED ON RECORD I I I .1 I .J�_B - . I 11 I 1 , I � I ' "�� , , , � I - I L Of EHC . � I � I � I � I I � �� , , I I � I � SHALL COMPLY 'MItH REOUIREMENIS CF RNEIT-OF-WAY UTILIZAPON REGQLAIIONS. . I i 1: I I I r .1 1 I ! �, � r ___.M._'j:'_ '49.f.'�t�,'�_--_j , : � ,� I I �! L i , � . � I :1 � I I � � DRA'0105. ! I � � I � I . 4 1 % � 1 � � I � , � ,, L ' . I . I I , I ,, ,� I I I 1 4 : I � I I . I � I � , I . I . I . I : - , , I I I � I I I I . I I : , I . I � r I I I I � . I I � � I I � UST T I I I .. � _____ , -- i , " . , :,; � I � � . I L I I I , 1, . . �rl I I I I 11� , , , I I � I . � I TIAR BLOCK ,DETAILS , � I:?EsTIRA�NED PiP.E-1-1,ABLE: (_-DIP_) �L I � I , .� I L I "I � � 1� �, I � -,--,�-�-..-,.----.,-,.-.-�--.�,�-�-�,-�-��,.-,--. - 1 i � I � . ICR I .11 I � j , , , I ,,� � � . __-___. � L : . . I'- I � . � ,� . , ' ' r ' TAL ': I � I I I , . I I , , , I I . , . _ - 1, ,,,-g Ii E:rE-i�R.U--,At!2-.[-'.tl-("�C3EMI-�ti-L-P-E- L5. I 1, I . ,:, , . � . I I �, I. I , , I I . r � TYPE '13 BED 11` 3, I ! I I � . - - � ____ � ` , � i 1 . � I � � 1 4 11 � I . ':' - UT i DE'I;AIL � -- I . . . I � - I __ -1-1 iI 'r, . 11 11 AND'�'OPEN C 1 _____ -.---L- " - ___ - ____ ____ _", -,---,-,------- _", - ,-"-"- --,------ ---*-,-----",- ,-,------,--,-,----- _____ - ` __ ____ - --,--- . I I ' , ' I i � I I , � . I - - E I . __ I , . - I . __1 - - -_ � . _ -1 - - 1-- I I r � � � , r , I , ' , _ - . - _ . - I � I I . 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L \ �_. =A"j, / � , I. il . ! , ,,A, 2111. - , 11 ,� I I I I I . � I :i . -y , __ .11 . I "I I ,� I � . I I I I . I - I , I ,� - I I I . I I � I , _ I I I I . I 11 I I : . 1. � ' 17Y P E- - '� I I � , ;-�,,��,x' 11 I � I - I . I I � � I � � ; � 11 ��,� , � � " . I i I , �/�?�,�!�' �'2 5 �� I I I DUCIILCIRON PIPE .. -1 ��-- -Nit,,�, I 1, I I i. � I '' .. �, . � I " 1: I � . . �. . � . � � � . I 1 I � I'll, ,, z , .4 1 1 .1 .-L I � I . I � � I � � I I . . I , � � I . , FITriNcs SHALL B NT; I , L , Y� .. __ _ - I I � . � �L . I I I , , , , t �, . I I �� , I I � , , � i 1, . . "I "L I 11 r, � I UHDiSTL HUED - 'V�y �� y, ; I I I I r I I ,/ r k�" '� , 1 ,, � 1, I ." I . I I I . L , Q . 11 I I I I � I I, .16 '', r, I I . ,% . I " . " 1 it: r I ". . I I , . . I I � ,� i � , ( '�' )__ I I I I f . I 11 I I '' 11 I 1, : � : I I I I I � Ifill-H A THIRD STRIP CEHIERE0 ALOW; top HALF OF PIPL.--- 1 NG , . - ��i 4., , � , , � __ - - -.-, ,',� I I , . I I I I � I : I I I . 1 20 A14D LARGEP, PIPE - TAPE IS PLACED Off BOTH SIDES or TOP iWf 04' PIPE .11 ., - I . I MITH . , I / , � . I I I "t I I � � � �, I el I . r � . . - I I I .1 , i � I � I I � , , i " , I � � 2. 1 in5rALL FULL Ll-*NGrH5'OF PIPE WITH TOrALrL;7;4qrH CONIAINt 0 N LY � 1� � , I I , I I � � � _� : I . )REATER THAN LENGTH SHOWN IN . / SEE rREiiCH VET/OLS, , � I . I . I I ,� . . . . . . I t��, i 1 I � , ,, I I � � I I . ; I : I I . I .! - I � I 1 20- AND LARGER PIPE - TAPE IS PLAC0 CH BOTH SIDES OF thL TOP HALF OF THE P I I � --- " i, �. � . 11 . RESfRAWED JOi'NfS EOUAL' TO OR' ( 1� I I ' , FOR PIPE BEIDDINt, � I ,\ 6 ,�',� I � . I ! : � I . 2 , , , � I , WITH A THIRD STRIP CENTERED ALONG TOP RALF OF PIPE ---- I , _____ _ - , ." � � I I r � � . . I i 1. � 1'�.,�, 11. I � 1� I I , i � I - - �, , 1, r TABLE. � I -.-/ __� REOVIREMEN'(3 � ��, I I i I ,- 6" TK, CONC,. PAD I 1 � I I I , I . I I . , I � i I I I r ; .. I , , , I 9HCAIE I . , I I .. 1, 11 I I I . . I I - �:_,L1.1_.._7i__. ...... f", : � , I � , . I.. , . I ; ,� . , I .1 .1 � . : I , . r I 11 I I � , I �� - I . I � I I I '- \ , � : . , 11 .!,, ,� 14, � . � , . � I I 1. � --,-----,- _________ �,�_�_,� - � 1, 1 i : I - - , . I � I 1, I rr � 1 /2" PVC !4ECilE � I 1, . : /, � / A ", ; ,,' (FLUS11 WITH I I . � 1�1 . .T ,� I = 7 ,, ", " � I , � � ' I =?1=_'.!2= -.1 �zlr 1=17=1_ .- - - ��',=_ I _', .',f,�,,,� I , , � ,� _. FITTING WHICH : � , . I I I I I I I I, I I . I ' r r I - , ol . I r , , , , . I . 'E . I I I . � i - i I , I I __.�_ -1 . , 4!:M�� - , � I , - 3. WHERE -TWO OR MORE FITTING'S ARE TOQ HER, USI r I I I I , � 2 1 "I � G I I . � ,� , I � - , , I I I � , .. FINISHED 1 RADE) .L.0 WA UA" Llig Xlt4 - ." I . 1, I .1 � 4 " . I � " , L , ,, , � � , r I � 11 I i�' , I ,TH L I " , : � , - -- � i I � E RODS 11 � , '� I - � ____� � I I - I ` ` " *%!` ` I "" " �" , , * -, , . . !, t , "I'll , , '_ 11 , . . E RESTRA&EIr'jol _� �7 1`1� I � ., 110� `_1 � " I 'FE � ;� _11" �i.-�i--/O--"�/-��k�-/`�""-�-t�J/��`-.�'��--� �, .1 `* -1-1 .. � - ._,, ,3. c ov E r� , , , , � " . - - I . , \ 1, . �. 17 - - -1 .I- - -_ - , - - I I � f1f - - � ` I I(, I I - - _�_ I . . I - '7' L"I_z_ _-Z �.__;_ ____� 11 I .1 I . I - -1 I _ 7 " � � . �11 ". ." � , - " I , I � ;:�'j , I 1, _F � r I . I I I . � �, 6 - 1e._4 1_-7?`*_111 - - ' L "' � I YIELDS GREATEST .H(, OF RESTRAINED",PIPE. , ::� - . . , 1� 11X:4,:�11 r �� , L I ! � , i�' I I � I 1, I 1 � �' '. ____._______ il -,��-. .. I 1, ,. -!,x----;t-__._. -_ I I I I __. =�' �=:, 11 = zl� �� I I L � � . - / . I : . I I 1 L ' � . I . I L L . I I I . , I � 1, - ` 1 I , I � I I . I I I ", , . I(" ""yt!U____. ____.__:�!i!!�..�.!� -_ �,,, " 1 ; I ' ,� � . NCTES: . I 3CHEDULE OF DIMENSIONS A1,D MATERIALS 4 i , : . , � , , � r' 'r ,, 1, 1 : 1 �,�-,�!��: , I 1. � - � - � , I 1 � . . . 1, . � , L ,;h � - I � �, I . I - .'�..'�_ . . r ,:, . I � � . I I . * ' � ,, I I ,�� 1 1 1 , I - . 11 ,# � � " I I I I � I I � . . I . #4 REBARS .. - � !" "',�-',' "id - � I I .. .1 I I 1. I r I I �, � I " . 1, 4., � I'll 114 VALVES AND I`HROUGH. RUN OF' rEE'15', OIJTS"DE LIMiTS OF ' r " � . .. � I - �; =6 �._. �__ I � . I , � I I � I . , , I li I , , : , , 11 �� , . L I . 1, . I I 11 I � RESTRAINED JOINTS FROM Oflltf? FITTINGS NEED NOT BE usrmlilto I � * � 1� AUDIHCHAL RElt 1 PIPE � NOTES: I I I I 1, �. /. ,, .�, � I I , � , � � ,.� I . PAPER ETACILZ-11 ADHEISI-1E '111111. TAPE 11111C,10--; �� I I I -FORIrEMENtS SHALL'UIE AS , � �1 " I 71E ROD$ REQ D I . .,� , I � � r " l� r I 11 DIMENtIQNS, , . : ' ALL AROUND 1, '. . I I I . � I 11 1� I I I , I � , . �,! � . '� 1. I 11 - � SPECIFIED fff 'HE ENGINEER. SIZE ..----.,.,-�,-.-.,--�.,-----.--.. � r , I , I . . � , � ,� , I I I , . � . I I 't .1 I '� I � I , - / ,--- - . I , � I I I I ,- I � I , � � UNLESS OTHERWISE INDICATED. . � I r I I � ChICHES) A, . a C, , 0, oil\, tw� "I I WHEN CONSTRUCTION 15 1 � I �< - �� " . � � . � I . . . I . , ,, ... I � , � I I : :1� I I I .11 I ,� �, I I I I I - I I, WITHIN FOOT JURISDICtON, ADDITIONAL � I "I I I I I - t. � I I 1_. " � . � . I I : I � . I l'i" , / I i I . .4 , �: i � , I � � � ,-e - � i , - . - __/ --- _j ___ , - _ - . __ , r ....... - ____ __ _ '."/,j . . . I I I I / ' ' , " . ' I I I _ __g;",< __ � _I , ]_ --�-,- ' � � L - '� I � DANCE I � --4.."(1- � I -IREMENTS OF THE UTILITY ACCOMOC,ATION r4UIDE SHALL BE - I � �/��, " , � �,_ � I . .I t - / . I I , . , ' � . - . I � � I "THRUST RESTRAINT DEsi(;N rOR I .1 I -) V, -_,e__,_____ , MET. I � 11 I I I I ,, ' i 4 24)' 1 I ESIVE VINIL TA? ------ � � - - - - /j, 6 INCHES I :1* I � I I ,� CONCRETE SHALL UE 3000 F.S.I. _Zv. 'rg' I I PAPCR BACKED A% i I 11 r - I I � , ��. � I , �1 � ; , , ' L '.!�p " 17, - -41-1- -W,4- -4__ - RE% I , �XAI�� '�": I f I � .1 , __ �r I I 1 5. " " LENOT � HS I SHOWN IN THE r TAB I LE HAVE UEEN 'CALCULATED IN AQ- r COR � ., . L�2. � MIHIMU,4 COMPRE�SIIIE STREAOIH FO R �, -1 --- I --64 - I �, I 1��, f � . I , �j k r � " I . � /, I. (fYPICAL) ! .- W'. .,C,� I " I . . ; WIrHJHE PROCEDURE OUTLINED IN � - .1 I - -r - I . I Ii I I 1 . I � I I . I I -"- ..--- 'I', ,. 1: I I I ,,, " I � I I I I I . , I , ; -I I ,//�--l.-4--�-------'-----.-�-----l-1---L-,---.--.--.--�-� , - . - ; , I � I , 1 4 1 1 � 1. I I � C '! I . ,, I .1 . �.� �* .. �* , I I � I I � . i � I �( I' A." 1.9 111'� 6' � I // � I I I . � I 'N 111PE" AS PUBUSHED HY OIP WITH THE FOLLOWING i � 3. 09001t0, DACKFILL, AND CO),PA-71ON SIIA'.L I . .. ___. I . A— r. Iv, #-.§ , - - , � . I I . I - I . 41 . � .. I I 11 1 14 -, ------ 1----- � I I � . , '�, I :, - 11 � -I- 6- � � WHERE PRACTICAL, CASING SHIALL EXTEND 10 FEET BEYOND EDGE I � 1. j 1, . I ! 1 12" ,.-.I - ----- I , " , I . I gi . � ,7 MAX. U.Lp I ,,, � I � - Rk * . , L ,� , 1/1 I I I , -� DUCTILE IR0 I I ,� � , , , - I' r I I . I � I I � I BE AS SPECIFIED EUEWHERE III Tiri .1 : " _4 .1 _�� - 1 2 . I �t ; .,; . r I . � -, I ; , I . .. . . , L I A55UMPTIONS: , I I _18-11- 0. - 29!- Ir- �&_ #-f- � ' I � - I i � , � . � I � I . I I 1. L I 1 ,, r .. - ANDARD DRAWINGS. I � I � I I ' � 1 � . �, . "" I � . . � . I � L.�,,;L---�.-�---�.__--�--L-�.---.� . ...... .. - -,_4 j I / I , I � 1� � ,, I 11� � . , � ST � .SS T 6 FEET BEYOND L' � 1� ., . _ . I I I ' I . 1 i I �i I I I ! I "... I I r I . I I I HOPE . . b I r� : I % . .: 11 -,.---, __ -.-.-.--. �. --.--. ___ --4-.,- ; OF PAVEMENT AND SHALL NOT BE Lt HAN I .1 I 1.� I I I ", - , . . . � � . L' .1 � r I I ,�, I 11 I � TH BLACK L.Ert'ERING. ' slu U_ RUN_ / I - - - , I � , . � ; FOR SEIAER LINES - TAPE SHALL BE OREEN WE I I � . _ . .6 TYPE, OF' PIPE:---- �_EYC__ - - - I I I .. IN ANY CASE. THE ciry MAY REQUIRE LOP40ER � ',�Iz I 1 4 , � � . . 1, I I I I JOR SEVIER FORCE IMPREGIAIED LEIJEIHNG SHALL BE USED. fHE TAPE I ' . I I : ; ,A I ,:. I I i 11 I I :_,j3;:P__, -,9__,_,_ -s.l, , , 1. ,_ 4.,L�, ALL FORM HOARDS ',HALL BE REMOVED PWOR ; I ', - , � I I - �' -7 r EDGE OF PAVEMENT � I ,: I 1 4 . I . . I I , I I . � � . ! I � , I . MAIN -- TAPE SHALL BE BRONN WITH BLACK LETTERING I I FROM .ouir 10 JOINT AtONG THE LENGTH OF THE PIPE' � : :, I , : ,I.___3_v___. P . I -.-- __ ' . , - ,:,� I : I I '. �, . WORKING PRES.2,11JRrE _-P.S . . I I � L .1 TO GA',KFILL. - -.1-1-1 ______ , � CASING FOR DEEPER BORES. . . � � APPLICABLE; VALVE '7-" . . . . . i � � �, " : , 1 � , ,� , , , ", ., TAPE SJL�LJL JUTI FRO14 JOINT 10 JOINT ALONG IRE LENGTH OF THE P�PE. � � � I L, ". '' . , I I .. * SOIL i VESJGNATIQN:__,4'A___ , ____ -,-% - _._ I . . . � � . I I � . ; L I ' , . . 1. I I I I � . . -------- - __-, .--- � 1 . . r 130� AND COV-tft __�___�_,____!.. _'..J _____ 11 I I '. �, I I . � � I . � I C, , �. I I I I I , r - 5'r NO ALLOWANCE SHALL BE MADE FOR FRIWIot,i . , , � r SPa,C L I . I I . .1 I � :. �: . I * LAYING CONUITIQNS:_j_U,C._ r . r I . 11 I I I � "PhEI�'A119R, I&E I I � 'I." " , �� '. 1 6 �r ' _-�__1j!yf'Lb___-1 � :, ,It I . . . . 4 1 KCLAIAEV _yuJy.E_J&A1u.5__v1j.W_IQj. I 1 . I I r , I I I * , - [ -1 � - _.__ ____ � - 3, A'.$, A cojFDE*rIOIiIAL ALTERNATE ER, METHOD, FOUR -4 Foor LONG, (SEE FjG. 115) 1 � - L I � - � I 11 � I . I I . 1:� ______ - __ - � I 4 ro 3 - - , I : � 21 1 1 -FED WOOD 3KIDS, WHICH ARE I I ;� I . I . �� , , , ; : , , . . I BEIWEEH THE PIPE WALL AAD 14,E THRUS'r 1 . , . . .1 I I �, I I I : I Al.LA'.Q,RQL.14A(tt�-ItIQ...DN�ILLC..Di.QIL.!&kYIIY--I.ItlCi IT f3 I I . - I I , . ' COLLAR. . 4 - I . I I � I 1. , 11 � . I , I ,� I I I r I I , " I . 7 . ' !� . .- I ', � I : : I I I , I I BE COMPLETED BY THE ENGINEER , , 'i , . , I _____ , - 4 IN�H BY'4 INCH PRESSURE TREA , , I I I � I I I I I I 1. I 4 I 1. I 1. , I � . . .11 � , , � , � ,� I I I __ ---- - - ., NOTCHED FOR 'THE USE,OF ONEANCA wwE sr.mNLESS SIEEL BANDS, 1 : I I 1. I I I I I �,. r. I I , : � I r .�IIL�l.iL)F.tif!F.IQALIQI�4--)'APE � r I � I I � i � � 11 I � 1 I - __ HAVE A. BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO � I I I L I � I I I I I � L ,, r L HIS I ! : � ,, I I I " , ,� . I I . � I ,,, � , 1. I � I I " ,, , �, " I " I 11 . I I , 1 140 . L , ,' ' � , I . I I , - . , ��: . t � 1 6.'- OESIGN PRESSURE!____P-S.t.' - _,__.___.:___---- � � . I! . I I � I '' � I . 'r I _____ I I �, " , " I � � �� , I I I �, I � . I . I . I � I I I . , � I � , I . L . - - - � � N A CASE BY CASE - I . I I I I I _MALLE T I j A N' 1 6 , IN -_5 ��-�� , � � , 11 -1 ! , I I I I � � 'i I I I �T I I I I I . I . , , � I I T �� . � I . . . I I I I I I ____. ____ ; 0 i EACH OTHER AROUND THE PIPES. MAY BE USED 0 'L � - 11 I . � ; I , I ALY u. - s - I R_ --.-- __1 NKIIJI 11 � � I . L r I 1 3 1 1 1 �. I 1 '; ' I r . I " I - I I . I I " . A I OVIE: TH"T BLOCK A#EAS TO BE COW-UtED W 9W3 11 BAST!; A!; SPECIFICALLY APPROVED IN IdYINTING BY THE DIREcrQR. I . , 1, � , �, , �% , � 1 �, � . , . , ,. I I ��, :� I �, i . I L ' ; , :' ': ,� L I I I I � I r I � � r. w". RE3114"I , ; 0 '1_1-i� � . . .1 . i, � . 11 1, I I . '', A I I I . I 11 I I I � I . 1. 11� :1 ,� I � , I '�', L , 11 � � � I I .. I � r . . I . . i I I , I Denwa. �, I SLIPPAGE OF rHE '.;KIDS WILL RESULT' iN THE REQUIRED USE OF I I I . . I . I I I . I � I I , I I I I : � L I I � I . , 1: � r � I � � I I . , . I 11 I � , , .. I I I swi'�wx " I I " . : I . I r I r . � � :. I ; ; 2 1 . I pt�E j[ 'krIOIiI . . ' i ,,, :� � I I I r I ,� , . � . - . I I . .� I I : 11, 1; '' . . . I : L__1s!s_'12PEmA ;Sa�'-WIAULoyt��"t�is-..�--.--,�'-,--��--111 , CASC �� I 1, I ; - P i . pl�' 'L!"LIE"CAMN .,�,Arj I I. I I �, � I . ; , I I 1. ; I I � . 4 � I . I �r I I I 1. � . I � I �� , 4 ' . . � ADE T'(PE CASING SPACERS. r, � I I , . I \ .1 � , 1 , ,� , i , . 4 , _� - i P- � 'A I 'F,(,-----__ I : I �� I � I . I . I I I I .. I . .. r 1 1, ; I I �_ I I � I � . -7- 1 1 1 11 . � - . I � I I I I . � : . I I : I � I . L I . . I I �. . I ''I � i I I I 80k ,PAD � I i I . 11, I . I I ! .. I . ' I I . I . I I I . ,� 4 � I I r . I I I z � �, ' . . I .� I . I I . I . VALVE, D .-"r k I L I . : .1 � r' � I 1, r A!ti-V111�_ lu.�"O_wf P_"�Im.u) I I I I '� I I I - I �/ATE R � MAIN THRUsT COLLARLqErAi� - I i . BORING AND JACKh.qG DETAIL I � . ...- I . . - _QR�,_A . . r � I , ' -D PIPE __________.) r :� I _� I ------ . . . .. . . � � I _ --- I I I - I I � � 's I . iER --j, .!,�R,�Ktjy) i . -.1 ------ ----- I � - , i I . 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I I I � I I I I I I � I I / OPENING AND 4'x4" I I _____ .----.-- , OCA 10 1) , I I � 1�, , I � I I �� . " I � . - re- I I . I . , I . 4' x 4" PRECAST L a (ryp, - : . � I r ,� I I , � � ,� �,� 1, , I 11 � i� , � .� I � I � � r I 1, I SUPPORT Pos I I � X . � I I 1. �__ ALL LETTERS 2' lit HEIGHT I I � I L : � � ,� .� I r r I :, � I I I I I WATER MAIN; ULUE � I , ., - I L. I' � I I .1 I I I - �.� I � " I . � , ,�, I . I � � I I I � I � � CONCRFrE- VAULT LOCA:fIQN) I ANQ DEIWEEH ROWS 11 I r ' I � '':� , I," : ', � . I ,, I 1. , I I � .. !� , ; GROUND LEVEL -:�', , � � I I I I I - CAST IRON FRANC I . I r � I I I - , WITH 3/4" SPA', . : , j � I " � � 1: � , . I : . . I : 4 . . L 1. � � . � I � FINISHED - f I --CAST IR014 FRAME � � r 1 36' Sol, -L "" 'OVER WITH �, -Exiislitiv , . --,--.--- ld-�, . I � I , " L , , , ,� , r . - - � I TYPICAL P.PE, , A � . I . I I i � I' ':Q L ,1-1 I /, . F__,___l AND (I I I . . I . 11 i , � I " I I � I �, 11 . I - .1 I � I I . . ,,.�', I I � I I I I . 4 1 1 � . 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I - , . ,� . . . I . I � , I . . � I . I � - I., . ' I E VALVE 11 I I I I I . . .. . , I .. , I C I . �' I � � t I �� L ; I I I , : !, , L � I I I I � . , I � , -f _� , , * i 2, O It ( _/ do 4 11 . � � � . � 1 �� , I 1. � I �. , '� � . I I t __ �_ �I I - SERVICC SADDLE � I I .L 11 � , . , r I 'r I I � : , I I I I I I I ( �, � , 'I, I I I I , I i � I I . . 4 . � 1 ---7-___'_._ �___; I - 11 \ , - - -'-'- - --- L ' I ,: . i � : . . I . . . , * , * , , I . � � I . I I . I I . 2" NIPPLE ': � I - 'i I /' � :tl � I , I . , I I 11 - ., . . I � I i I I 1, I . . I I I . - . � �, I I - . 6, 0 0 P CK I I 1 ; � i ,, 1 4, 1 . . . , . , . . I , . . . , . , . , , , . , . , I I I I I . � � , 1, I I , , I � �, I , I I , I � I . � " I . r E Of I , I I /I \ . �, I . . ' I i r .� - , I 11 I I I , , I I , T , I I 0 \ i I . I I I �, , .; 4 ' I . � m 1 I 1 .1 , , . � I . I I I I : L . � �% : i I I , � I . , : . r . � I � . I I I I L � . ��S' . 11 v PER SPECIFICATION I :0 0 � , � 3, x Id" REINFORCED J .1 , , I . - - .� , . , , I , 1 � I � , � ., I 11 � : " ,,, �, � ,, . 1, � , I I - I SECFION 50.5.4 . o'coilcREFE FOOTING. I LIT _-Z \ ,' L � , . . � � I , - I " � I ,,, I , . . .; ", . : . I � I 11 t . _� I " - L I I I I WASTEWAI I � '.....'.,." I I i MODIFICATION OF ' TH E`j E D E TA I LS BY NON -CITY I I I i, f �. . I I �, �L " ___ , � �,' I - . I ''. , � I � � � - .,.,.*1'. . I � I �, �, � I" � - I . , I :, I ' r, I � ,,� I ,� I ,� I � 1`11TINGS AND - I , I � I . \r 'L � � � ! , � . . . I., ............ I - . I ... .... I I.. � I . I '�, I . ; �� :. , , , �, I . I I I I I 1, I . I I � �, . % '': , I I � � " I .- r - -11 I . ., , , 7 . � . . � I . .1 . FORCE MAIN , I I I r ,. , � I � .L . I i 1 2 � � I � : I � � I I I I � L I I . I I I . . 'L I 11 I , 4 I � � pIpE FOR I I ".."n I - i , . I I L' : ,L� I I . � I I . � . ., ... . . . . . . . , . I -HER T F1 A 1\1 T 1-1 E I . I , � ! : ; 1, I � I ' I � I 1, , ,,, I ' � � . . I . I . " 1, 11 1 , . . , � 1, i � � . 04 WATER MARI, I \ � . . I . . . . . I1_-_--___ __:__.___,____,_,_,_ I - � ,I _' �H uOrH SIDE I ,�!r � �� ,Jill!! ; ,, ,, - '' I .1 ". 4 . � � � 20- AND U4GER ,PIP- - TAPE IS PUVAD 1,3 or THE te-P HALF OFzIHC PIPE I � _PUt EiM ' :3 I . . � A.R.Y. SHALL :, ,., I I ,�,,A,,� "' , " : �. . , r� � OF SANFORD P E R SO r I N E L, 01 I I WITH A THIRD STRIP CEHIERED ALONG TOP HALF of PIPC --- 1 � � � I � ". , I 11, - I I I r I I 1. 1. . I L' I 1. I ��, , . � I r � I '� . � il - . �� . I �, . I I J., " - I I � iz,f, - -- : I I � , . I I I I SERVICE SADDLE _> . I I I � I I 1'.11*.*.1i'.1 . . . . . . . . ... I �r I � � ; , I � 4 . � I I . ,r . I I I . , � . I I ,�,' " I I . I I . I . . L' 11 I I ' " � ' ' L � I LLL . I I I , I � I r F I 11, I I � I , I I . . I , I . . . . . .. �, . . .. ... � - I I _ii1i5W______7.;_ii;1-i_i ?I \_;�W;J,�;�Tli,�ii_ I � r I I I � . � 4 1 ,I ICATION � � .. . I . I I I . I . , . . r �> I __ _�rA Ji, ,�4t - I t'. I , � % � . I . I � . . . . . r r , I . 4 : -, F - 1,�. ! , , , , . � . . PEI? Set - BLANK INFORNiATION LOCAJ I ON' , I I I 11 t I'� � . �,' � � 1�17tlrlrll.l , I � ., , � � � I : , -1 ; " � . I I , � . � I � . � 11 , 11 , : r , ., I BE BRASS , a i , , I I I KT, , . 6 1 1 SECTIO)i 505.4 . . . . � . . I FILLING I N 0 �" I 7 . .t;i: �;=Z!;�7z,-t-',.'Z-:Zr,2-1---�L2 ....... _ 11 I �___ �i= zrj: . �, , tj IAC"W"eNDE VIfTYLLCoATIN,JOVq i I I I I � � I ,1 �� . �, ��A ,Pc I I I r .1 . , I ; I I ,[__ , . ' I . � - . �, .,�� , . . I I . , , � I � - � I , " - \ PQF"Lc WAI - LK ". " , , ; �L� I . .� ._ . I I � I I , , T I N *FHE W1141DRAWAL OF' THE � I I �, �1 - I " 1� , , .. , . � I � mr.110il 0 1 .� �, 'I � A. ALL, UTILITY. PIPES SHALL BE INSTALLED WITH . HOH_ , . I - . � . . . . -, 1 61, : I I � �: I I I r. I . � .r I ., I � I I . � . I � . r . , ,T:�11-111111" "" - I I , I M��zl �=Z,z;' ,1 , 11 . , I I I METALLIC TAPE, FOR IDENTIFICATION A1D WARNING,PURFOSES. BURIED AB,)'IE THE PIPE AT A MAXIMUM DEPTH �. I 11 , I I - . I . I .. .1 , � . . . I . I � , " 1, / I � ,�, I . I I I � L I I � SHALL RESUL I e � I � L � , , I I , 11 , � - �� =m, , = - I ", 1, " I � I I � �. - i . : r � , . I 1, � I : I i , , � 2. I . I I I � I I � , I . . I I , L L I .1 I r, I I I - 5:z===.z1l:=1. "I'l 1, I . ,,, DEPTH Or 16 INCHES ON AS APPROVED Bli THE CITY. IT 31i . ALL BE COLOR CODED AUD WO I RUED I .1 I . / , � . I . � 1. 11 I - � � I I � I � . I � , N T'S APPROVAL 0 F TH E t I .. ��Ll��ItAlll� 01�t T�M�*��Itl It I "M - - I -EDDING ROCK 11 I 1� � ,' : L ;� ' I . _ __ __!S. _ _ j!_____,_;_fR All�'_t_ __ - I F . . I . I I UTI LITI ES D - ." . 1 I , I I I I � I � ; I E PA,,�T m I,- i I I I � � .1 i. � I � I � I I, � I �, ff. I I I :I , AS'FOLLOW�; I . I I -_ I � I I ,i; I � . I . � I I I I � :!, ,, , � j �. � :, , � I I i I - I � . I . ILI . '' ' " I , . . . : I i I i I 11 . 11 8' x 16* REINFOR"D � � � i . I , r; 1. . I . . 1. . I . 11 . I I ! . :-� . � ,r 1. � . � I I I . I �L r, I I 11 1. � , I . I � � � � , � I , 1. PGTAB_E WATER . 11 . 3. CRAVIly SUMER , 11 I . I : � . 11 , 11 11 I . I ! ,. . I . I � I � . i I 11 r I � . . .� ; .. ti I I . I � � I I : �,L . . ' - I � I I , , , I I ,;, . , . I I I � I � , 11 I I . � ., r , �, � � . ' � ' " i' . 4 ; . I CONCRETE FOOTING, I I . � �, I L " I I I 4 I I , I � 1� � � I I � I T ENG,I N EE_ RING P LA N "' I . : , I 11 I L � I � SUBJEC 1:) . I I I . . � � � : � I , _ , I , , I I r � I 1,� . '' . � , : � , � r I L � :� 'K LEI TERIt G. . , COLOR: 0 BLACK LETTERING. _ I I " . . L I I . I .1 I I ,,�, . : � - H07ES; I I I .. I I I I � I . I " . , (INTEGRAL WITH PRECAST .1 i � � � � I I I I I I I . , � 11 , I . I 11 11 A. COLOR; BLUE WITH BLA�l Al REEN, WITH , . I I I I . I . . I I " r , , ; � .� ' . , L4 , � I I I y I � � I r �': � � ' I I I � , . � I I 1, I ; . 11 : 41HO; *CAUH(rAj JJAJER LINE Ili � Lcricitinc; *CALFILOH: SEWER LIAE � 1, I L r ; . I I 11 I . � . I : , . : , 1� r I . , I � � � . I I I I ; E� , I � I � I , L I . 1: I I i r � a. r, LETTEE � � � I . , � � , I . . . I I . , j I I I , r��, , , - ,: '" � , , , �L , .1 , I I � � I " . � I I I , I � . i.. I I ' I , I I 1 . , I 1.� Hpur Of 5ion Blu DEPEND off LOCATION AVD 5I.RROJIlDil'o I , , I I I I I � , , r , I 1 I I., I . � � �: : , UURII.D BIELOW' Oft SWILAR WORDIJ+�. , , , I BURIED eELOWO OR SIMILAR WORDIH ,� I . I � STRUCTURE) . I . , � r. , I I � � I 11 : I ; , . I . � I I I , - ., ! :;� � � , t, I 11 , � , - . ,� I I , I I , � '' � �r ; . I � I I I U*DSCAPE PLANT RPE', IN ALI CASES. lilt SKIT SHALL 81: , . i I ; I I � , :. . �� PAPER BAC� I " I . I I I I � I � I I _, � AwES , . 1 �, I I . .1 . 4 1 I - i I 11 L I r . . , � KED AQHLsIVE TAPE, (TYPICAL) -,- I .. .. . L . I I I � I � I I I I I . I i � I I , I I 1, 1 i 4 . I . � I I I 11 I , : : , I . � . . I . . I � I . � I .: � . � , I I : , :1 � I I � I I I I � I I � ",:. , ,�L . I � I 1, . I �� i ' � ' ' , 'CLAINED WATER � � I . 1. .: I 1 4. ,� $EWE]t FORCE WARE , ' I I I I , � . I . � I I � . ,, , : : , ' I - � � (I, VISHILE 'rO THE PURiC. I , L � I , L . � 11 , � I A, I . , , � , , 2., RE I I - I I I , � I I � . I E I I ,. , I "I � . � 11 , I . �. �. I I , I " . � I I . I I � � I �'' � �, I � ,: � � . . � I I � : I I ; 1. �, ABOVE DELUL 13 � BIAS 6 ON Z INCH COMBINATION AIRIVACULINI � - . I i, ; ,,, 4 I � I I � :, 11 , . hOlES: I I : I � I � . I . I � I � I jr I . I I I I � I - ' I I I � 'I, I I ETTEFS SHALL I I �� 1 ' I I : � , I , 11, - : . 1 4 . I I I 71L � 1 I", . I ' I � ��r .1 I:., A COLOR:PURNE QLACK LtiIERINQ, I I" . A. COLOR: BROWN Wi[WOLAC15 I.EITERING. " r t' ', , , , I 1: " -1 ' : L, I I 1 I I r � I I I EELJEA�;E VALVE. C"10C FIFE AAD FITTINGS ACCORDINGLY FOR ' . 1 4� '. � � � I i , r 2. 8A,rKQRQLND 24ALL BE PANICOE PURPLE 522C, 1- I ' V , . .� � � I i . .1 __ 1�: , '�''. � . I . � I I . L I I I I �, -0 LETTEal 0: LITICII: RECU,IME �. - I � I I 01 " I .-,.�..-�l-..-,..---.�,�1.1�---,.---.,-�.,-,-.----�-��--�.-I.-�--,---..-..-.--.---�., .____1--___.___--__,__ , - I �. I , . I I . N ZITH - � i� r I I ! � 1 1 I I . �7 I .12ES AND TYPES. VALYE SIZES TO BE OETERMIAED I � : �, :; " I ., � . BE WHITE. I I L, , '!� -� 1:1, ,,---F--- ' 'Lt �' '. I ' � I I .� I I I . BY THE CHOLKER AND AFPFI VED BY THE CITY PRIOR 10 INSTAL" I ' , I I I I I � L . I � 6 114C 1 1 . _1 . I IJRICD, UCLQLY* CR 53,11LA-4 � �. �' ,, ' ' MAIN BURIED - I I . � 0 � I I � � I I . I I . . EA ( �Ht I 1,; I I I r I . RCLEASE! VALVE, CHANGE PIPE AND Firititos ACCORD HOLY FOR I I � I I � I � r . It U!.ED. . I � � I .. I . 'r 4 1 WORDING. I 11 " I � 1, . LADON, , 3. , [NO NEEF,N r '�: '�`, �'L �.L � r .__- 'I ,___ -,-- ______ I - 1, , , ,� �. I . I . �. � , WORD flo� 1 �� , i � I OTHER VALVE SIZES AfID TYPES. VAViE SIZES 10 BE DETER- I 11 I . I I � L � . � I .1 ,� . '4 1, , I I G GRADE REEIECffir MATERIALS St -ALL I. I I I � , L "r , I . 11 : I L , , I , -- . : ,, , : D WATER 1 , I I 11, 11TIERiNd: "CAUTtelth 5EWLR FORCE I . I 1, ABOVE DETAIL IS BASED, Off 2,114rii COMBINAIION AIR VAC,Jum . HER VALVE . � I , I.. )� . i 11 , � I I I . : I ;, h - PQTA" 9AAA " S , LINE 0 DCLOW* OR IHMILAR H , � . I � � . - I . : , " , - YAA MAX.- ?O ju orgs wim - f* , , I � , 11 r . I I , . I �'i', 'I . �, , . I I I � �, ''I . � , �_ . . . I I � I I I t " : 1 ,! ". . � I . - � I � � r r . . . . � I 11 � , � �. � . I . I . . I . . i 1: � . 7 1 1, ,!, . � , � ' jJINEU BY THE ENt;INEER AND APPROVED BY THE CITY PRIOR To I I I , � ,�') AVERT 10, FINISHED GRACE % � �. � I r, I . I I � ,� � � I I � I . . ��; I 1� L . L I I . - I I I ' , . L I . . r I I r 1 '4. 1 U r -H 1. I I I 9 - �, ; �� , , qLUE TAY E WITH ULACK FERMAHQO�Y IMPREONAMD 1,VTERIJIG I � �. L I I I I L � � , : � , � 1 2., THE M1141MUM DiMEN31011 FROM ELBOW INVERT 10, FINISH . I i PQ3r WALL bt. .HAIORL 2 W. HOT ROLLED H4 . P . ei,j �.t S e,'.ot .1 I I A � I I ". , I . HSIALLAIION. , I / ,,1 s -j ,�,% c , I I ��l L . I - I 1. L I �.�, �L ' ' I I . 11 � � " . . I � �' , , I � � ,:, I , � � ,, r , . i , I SHALL BE 4.Q FEET. . I ! . I I , 1, I -, HOT DIP GAL QZJD FIR r, I I , � I I � I 'SHALL BE USED, IHE TAPE $HALL RUN 1ROM JOINT 1`0 JOIN( I . . i '. , 'ONTIAOUS 114$VLAIED LOrAIIHO WIRE Sr_-fALL BE R15iALE.CD ALONG ALL , I I I I '. '' ,: , IE8SdX RA1L OR RLUT SIEE IAI , � i 1 1, , , � I � .. I , I I I , : I I 1, , . , � :1 . � 1 . B. A COLOR -CODED 14 GAUGE ,. � L . , 11 I I I I I I . I 1. I I I I � . .. I I I I :. : 11 I ,�� ,11 � . ASTU A-123. I . . i I I . 11 I , � I , , � , I , - � : ,, �,t , I .1 � . P IESSURIZED MAINS. IH5,WIRE3 SHALL BE LOOPE�l AND TIED 10 ALL VAVIE BOXr.$. I I I � � 2. THE':MR4JMVM DIMEN5JOA FR,5M TOP OF PIPE To FINISHED �,RADE , � I � '' ' V I . I � I 11 11 . I _'0 A �) � Y2 - 4A (-') I I � I �-ALONG tHE PIPE, , r I � I � . I . � I ., , , " i, " I . /0-0-5 L � I �t �'; � " . � I � 1, L " I . I L , . , ' , � , " , ", � ' - ' -IG. 40Q) r . - I I SHAU� BE 4.0 FEET. I �_ 1 I � : 5. THE AIR RELEAtiC VAL E SHALL BE AtEQUATELf SUPPQRIED. i " � I . L .1 r � I ! , 1 !:T , , I I . I I !ARV�,WAJE"AIN . � � , , ': ' ' � .4 , -,Eg I I I . I I I � I , . I . I . 11 . � . 'r I I I I I I I , �� . . . I , '� � 1 :�' 5. ' M0611110 HMO4ARE SKa RE Siiw'ILES'S STEEL � , . .1 � . , ( : " �, , I , , : I . I � - : I I . .1 � , I I L "I . . -, i I I 11 1. 1 : .6 �: ,� I . ". L ' r I 11 I - , . t.' r I � , , � . I I ' I 'r" I , � , I . I " I � ,, I . I �, . I I ') � � � � 1� ` I I I �1, I . � . I I . I . 1� r � * 4,jo. 1 IC41), S Z 1)91 .. 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I � ) � , � ' r: I., . . , I., I 1 . it , : � __ , ; I I I I � -.----- , . � ' � L � .. r ' ' k; 't' ,- , I ',� , , " , , 4 ,�, , , . ;� ; I . I .,�, � '�4 . I I : , 2, � �,, � 4 I � I � I , , , , , � � � 1 I , , I - . - - __ - __ __ :1 __ - - - - _ - - I I - - - . I - - . --,-,- __ - . .. . , - , - - - _ _. . � - - ____ - __ . : ". I _ , I . .i . I - , � , , ,� �� I ': � � , .,; , I , I I , , , I I � I , I � , 11 . . . - _ - - - - - - ____ , � - __ - , -I - __ - ___ - - I - I - � - I I I . . ... - --- . - - - , - . . . � . �. __ --- - - . � I � I I I '. . . . : I 4" THICK' 3000 PSI LUTS OF TRACT TO BE DEGICAIEG FO CIFY OF SANf'Okp. 0NCRUT. SUB I TO 'NFFFII l 3" OF FENCE CHAIN UNK FENCE ...... PER SECFI011 22.3.10 """�" --� ' RTU ANIEIIHA { AND 46.3 or THE A __ { Z I�ANunL i (SEE FIGURE 304) ;I =..... IRRIGATION ViTEM (I(P) �� i x - - - - C011TR0L PANEL (SEE FIGURE 301)' A 1 � U F. a � o c ct U � � � a ;•. �, 4" THICK' 3000 PSI LUTS OF TRACT TO BE DEGICAIEG FO CIFY OF SANf'Okp. 0NCRUT. SUB I TO 'NFFFII l 3" OF FENCE CHAIN UNK FENCE ...... PER SECFI011 22.3.10 """�" --� ' RTU ANIEIIHA { AND 46.3 or THE A __ { Z I�ANunL i (SEE FIGURE 304) ;I =..... IRRIGATION ViTEM (I(P) �� i x - - - - C011TR0L PANEL (SEE FIGURE 301)' CO V ER Y illoi TRAFFIC ov" witH w 0 ION VALVE PAD IN C '"W10" MWL) HUI star (1* 0114) - Fil tow E�F RE '1 15 YP.> :$'ERVICt (FYP.' (I OPERAfING k , 'i WHERE REQ'D, L ERVIrE r om (rip') _. , I IOEH wu UNPAVED AREAS DOUBLE, METER BOX CAL COLOR & WITH Lot 001I.- (I (la" x 24' MIN): , 3/4*) (SEE FIGURE 107) HOSE NOZZLE AS REO'D. CURB PROPERTY 2 EA. I36C LINE .([(I,,> 11011 3) FINISHED GRAVE .24' SQUARE AND FINISHED GRADE: -pump SHEAR PAD. (SEE 4" WAI ER MAIN 'Fj i 6* THICK PEIH- _E� FORCED CONCRETE' MAX (0" WIHIMUM) NUrE "i) VALVE PAD z (SEE FIOURE� 107) 2" CAP---7- LINE UAC KFILL--- I . / F �#y Lim I Y CAUGE CO R CODED WA LID AT TURING PIRCi SPLICE BACK 4 CATE VALVE INSULATED LOCATE win INTO, MAIN AROUND E_ X '0 It fox AtID LOCATE WIRE (by tlr( of -jull U00) tf Or SANFORD) M Y SEWER MAIN AbivarAoLE CA$ 'COMPACTED VALVE J[7 IRON VALVEI� BOX ul, ANCHORING ME % 1 1 1 CLEAHOUI CONIINUOUS COLOR SEE NOTE I 1111E 11VIDE1 14 CA QLAIED 0, CORPOPATICH STOP PPER FITTING VOLUTE CHECK V"LvE g 12 ?AT" (NORMALLY OPEN) LC'CAIIIIG IVIRE P] (41w) H (DRANT 'WIPE 4" 4A I ER MAIN to W R ALO PU ' E 11 4kl�NElVIRI 2 BLY i FITI4IGS AS ,, / , L 7,v AS$EM OBIM VIAFERPROOF too REQUIRED (rIp.) t POPE I 4V 2" 90" BE14D (SEE t 1) CQIINEC OR) 6' DEDLIVIO ROCK j 11OKE OAR RESTRAINED JOINT R"ILIENT SEAT CATE DUCTILE IRON 6" BEDDiN oJETER R HANICA OIN j RIGHT OF WAY LINE WITH RESTRAWERS VALVE A14D BOX OWATER MAIN (TYP.) (SEE FIGURE 400) Z- A AIWA tfP9 . 1. - - \ CC THREAD'S UND;sTURBED BEDDING ROCK NOTES. t,L�, I / ';EPARAIE �IETER r- CURB TYPE 'K, FILE(ISLE, -.ARI'H r WATER M-11 COPPER LR cis 1. FIRE HYDRANT SkALL BE,SUPPL,ED WITHOUT A WEEP HOLE, OR WATER MAIll 'ED WEEP HOLE, WITH A PERMANENTLY PLVGG U8IP-G (t, WTI) BOXES 11OLYETHtLENE 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 ------- NOTES; - 0 7- 2- (lYP INCHES BELOW THE FINISHED GRADE.AND SOD THE RECESSED ES; yp.)_ X RE5i';ION/PA(,K JOH11'. IyFE 01411ECTIONS. Nor L SECTION. SIDEWALK (I L. ALL FirriNos SKILL BE BRASS Willi QJMi PVC EXTENSIONS MAY'IJE� USED 0 IN RIGHT OF WAY LINE N VALVE vALLATION. 7 2.' NO 5ERVICE LINE SHALL TERMINATE U14DER A DRIVEWA 31 CLEARANCE BETWEEN 001`1014 OF BOLTS AND'I`0P OF SHEAR PAD TAP AP SHALL BE A 12 INCH MINIMUM, PED Ci 3. EACrA SER'ICE SHALL TERMINATE AT A CURB SfOl",S) WHICH -,HALL BE BURIED 2. ALL WATER !;HVr-OFF VALVES THIRTY (3o),(1-icHEs Aitif) NOT ES: It , I APPROXIM.ArELY 3" IIELON FINAL GRADE AND SHALL BE CI.EARl_Y WARKID WITH A LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 -423. AMERICAN DARLING 2' x 2�' x 16' 5rAAE WITH THE TOP PAINTED BLUE A?ID MARKED Wlriii THE NOTES: OF THE UTILITIES MANUAL, 4. FIRE HYDRANTS SHALL BE MUELLER, A NUMBER Of THE LO((S) TO �E SERVED. 9-84, KENNEDY X81A OR UOV MEDALLION F-2545� I ALL 2' INCH PIPE AND, FITTINGS SHALL �BE SCHE ULE 40 GALVANIZED 3. CONTRACTOR SHALL PROVIrE: 1HE CITY WITH VALVE KEYS srEEL OR BRASS WITH THREADED (NPT) JOINTS. USE -TEFLON TAPE 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USFU WHERE RIGHT 4. RECLAIMCD WATER SERVICES '$"L 91� PAINIED PURPLE (coppri?) )R USE ON JOINT$1 I F Ill ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES 'MANUAL, 5. FIRE HYDRANTS SHALL BE IVENTIFIEDLIN ACCO'RWICE WITH Or -WAY CONSSRUCTI ON WILL NOT ALLOW INSTALLATION OF A PURPLI COLORED CIS POLYETHYLENE TUBING. SECTION 52.7.5 �OF THE UTILITIES 'MANUAL. STRAIGHT ASSEMBLY, I "I I . : , 1. � 2. COLOR SHALL �13E APPROPRIATE FOR USE. SHALL RE PAINTED BLUE (COPPER) OR USE 6. CONTRACTOR SHALL PROVIDE THE THE.cir� WITH HFDRANiT LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM S.' POTABLE WAIER SiRVICES BLUE COL01;'EU CfS P01-111HI'll.rNE TUBRI13. 'HE'5 AND VALVE KEYS IN ACCORDANCE 'WITH SEC'TI%15 3. ViArER,PLUS CORPORATION MODEL VB 2000 OR EOUAL TO THE INTENT OF THIS FIGURE. WRENC BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIREcroll. AND 52.7.3 OF 711E MANUAL. 0; BUTTERFLY VALVE AND DErml_ WATER BOX �DrWL C�k IQLI DETAIL _EL I�Ff: 1/�LVF 0 AjL T_ crry OF SANFORD CITY OF SANFORD cirY OF,,SANFORD 1999 FIG 404 1999 F I'l. 405 _'1999 G.L 4.01 CITY OF SANFORD 9 1, 0.2 C I ry OF SANFORD �1999 FI G. 403 -4- 7 _7 _j J ---- - -------- -- RI ir fir MAY 1.114 LAAS QF U I U" LA191,4111 SOIEDULE 40 GALVAN "70 SCHEDULE 40 GALVAIIIZED PIPE ND FITTINGS PRESSURE VACUUM BREAKER OR 'HECK CR DOUBLE CHECK OR OR 'S OR DOUBLE RYPA3$ (N PIPE AND FITIINQ REDUCED PRESSURE DEVICE REDUCED PRESSURE ZONE SCHEDULE 80 PVC PIPE REDUCED PRESS)URE DEVICE or SCHEDULE &Q PVC ?IPE ELILL YACYC FCR 2 DEIECFOR ASSEBLY AS �GIID ru AND FITTINGS r REQUIRED WHERE RECLAIMED UOI.OLE CHECK 0.%CKF'-ON Wit O.S. &,Y. RESILIENT : AND FITTINGS 2'kEtER INCHES AND BELO NUBLE C44LCK OR APPROVED BY THE (;Try I'llu . . WATER IS 6TILIZED) (00ME3TIC AND IRRI- f? NEW P.D) f , , REDUCED PPESSURE Z0141 PREVENIER ASSEIP.,BLY CATION OHL'i RE(,UIRED)r DEFECTOR ASSEMBLY A3 5CII. 4C OAL.VA.NIZED REQUIRED) APPROVED fly THE CITY PIP'i' AND FVTIN1,S PRESSURE t*,AUGE PROVIUE TE)JPOPJ,Rt -4 YAL31 tiEHUI t 3fFAA,LR - METER UUPPOR-5 A!3 REQUIRED. TEST cou (ror;,.) (Ul fio-E3 R-10) TO) BE FLUSH WITH F UNION T SH uNION TES COCK (rflo.) EAT CATE VALVE. METER Sox AND U BOX AND LID r ROD' ON D LP. RISER (Typ) F t4ISHED GRADE. DIELECTRIC U1,30 FLANGED Z'a* will, doUT Of 1HREADED (2 REQUIRED) FF VALVE NIPPLE (Typ.) S F�VALVE SHUT 0 120' TO 30 (2 90' BEND 110 x WIO 31wi, I&CE 17 TC 40 VE BREAKER REQUI0) OCUR; 4" TO 6' GRADE CURB ASOVE PREwthe wof PCITIm GRADE FIAN'40 'I, TO iFvPA':t3 - FINISHED- -4 TO OMEuifLl AJ OWUIKD Iff GRADE 2' SQHD� 60 P'vC.____ 2" S.31D, 60 PVC SV BEND ONCRCrE �AAU A90VE A SLOP SLOPE' Ild city GRADE It T. RISILANT UAT �ALVES Is REQqi#LD) 'A DOUBLE.SlPAP SADDLE FORMED JOINT GME :L, " , . M 'N f vAi onvoLoIll loif IRE MIN. COVER BETWEEN PITIE ANQ ONCREIE' 2, r IRP. lww SLAB (Typ) ROD3 off DJ.P-. colical It Sw? 01,110 L 2* CORP. ;TCP OM61 4 0. WIO 410 R, SERVICE NEW WATER LINE 10ATER LJHE to wj id,00 (2 RIXIVMD) rrR Z_ MUST , COLLAk ROLDED -q-, t -i -To Lit CVRO STOP CB FLOW, BY THE Curt 00' BEND OR RESTRAINED BACK TO 'VALVE AS E THRUST COLLAR ROODED 70� 9V BEND OR A3 REQUIRED - ) L_ D:: LINE SERVICE LIIAE REWIRED By THE city Ill 08 111113TRAMID Iflf. pipli SERVIQ to VALtl AS P1000113 IT."S COLIAR PPLIES OHLY 11"IRRIGAII00 METER HAS ov ME CIre Vt IIEQ OR FOTAUf To -3 INCH AUD, A55,E.MjQj.Y PASIRM10 AS REQUIRED SEPARATE TAP 10 IIIAIN� Ili MOST CASES CORP, STOP -Ah NQTES.- CORP. STOP 1HE IRRIGATION METER WILL BE PARALLEL 1. JLL pipe Avoi friloi5li, "ttRiALS. WOO. AND kPIPUICIENAACES JHALL BE SUPPLIED 11Y THE C HOUSE IAEIER AND OFF OF THE FIC -N VALVE Mbsr RE C1.05ED AND $ADDLE S_ MAIER[ 30 ARD APPURTENANCES $HALL BE ------ DOUBLE STRAP UBLE STRAP SAGOLE 1. ALL"PIPE FITTING ALS LA R COIANECIMN.' DO if L)C? P;NCIT( TO PPOVIDE SUPPLIED BY THE CCtIrRACr0R. 2. &L ivE JUiU FIIIINUS IIIIIIE "VE3 0,10 LARUN SAMI UC 'FILE IRON Poll ABOVE OR&DE JOINIS ESTRAINED $Q1111 W, I LOCK NO VIE ISM. VALVE WILL, BE Of rACT(Hoe-FLANGED. 'fly PEk)( .2; ALL PIPE AND FIT I TUICS FID (2) INCHE AND -suALLER SHALL, BE TiiREADE 1 0 ODUBLE,CRECle, VALE 9PERAILU BY 0 )HHEL CNLY. 3. IHRLE (;) INCH METEkli'MO AaVVE SHALL lit xotOn GROUND VIAJER MAIN 'HAI ER MAIN I ULE .0 CALVARIZED STEEL 00 BRASS, (FIQUIRE 500A). 5(3 ED DETECTOR, MEIER ASSEMBLY (MINIMUM) AUIH 81PA$%. 3. ALL PIPE ANI) FHTjnG,3 THREE (3) 114CHES Ali R Sit I IALL,BE REST RAINED JOINT VALVE!'i 31 1 I'LL UP; CeAvIED CLOm NOTE: DUCTILE IRON PIPE. ABC"WE GRADE JOINTS FACTORY -FLANGED. (FIGURE WOO). SALL VALVE MIN U 5, THE ABOVE GROUOU WiPASS LINE SHALL,bE SUE FOL, FIRE FLOW THE CONTRACTOR SHiliLl. BE RESPoNSIULE FOR ALL MAtER14L.3, 4. VALVES SHALL BE CHAINED CLOSED.(FICURE 515011) (2 REQUIRED) ASSEMBLY, AND THE ItiSTALLAtICti OF THE DEVICE. ALL I -RE UItES 1HALL BE A WN4UW F EICHT (8) IW.WE3 -3. ALL FIRE' Uli�S $HALT, BE AS APPROVED BY fHE FIRE DEPT. (FVJURE '50013) 5,0,. Mal 09 A5,"PROVEC OY ME #IRE PEPI., 1. A POSITIVE DIELECTRIC COHNECITCH SHALL 13E MADE ALL GALVANIZED AND I . A P,35ITIVE OICLECtRIC (ICHINECHON SHALL Of 14ADE BETWEEN ALL CALVAN140 AND S7. INE 14TIRE ASSEMBLY SHALL BE PNIHED reif RED FOR ME BRASS CCIMPONENtS. S63. RTE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY REDIOR 'FIRE PROTECTION ES AND iIU4X F(ff ALI, OTHER W R011CT" U= N -ER U5E�. RALLIED AT THE AND CURB 'WHERE APPLI 'A, METER 511ALL BE INSTALLED 110WEEN SIDEWALK AND CURE, NHERE APPUCABLE. i IRTER SHALL RE ItilfALLED IiErWE0 SIDEWALK, CABLE, or' A IATE %HALL RE IN$ A'oA OR At PROPERiFY L114E AII0 ill tit) CASE WLL IF BE 114STA-LED IN 3!UEVIALK OR AT PROPfERTY UNE AND IN NO CASE SHALL It BE INSTALLED III SICEWAV TE VALVE SHALL BE INSTALLED AT THE A3�'EMBLYS CONNECTION POIN I OR CHAIR PAVED AREAS. TO THE MATIL (FIGURE 5000) OR OTHER PkVED AREAS. SLAB FLOY WASM W TERIS !UIALL RE ! 4 . I CONCRE1 lift COUPWID �-(FE S. USE PRIMER SUITED TO BASE MAIERIALS, FiNNH 1AIIH TOO COTS Of PLIRPLE USE PPIUER SUIIED 10 BASE WATEFIXI.S. FINISH WITH TWO CQAIS OF BLACr. 0. Muff jjc� qAIEPt WA31E9 MiTER11 5HA.I. 5941114A CCWI`QLND IERIOR 5MAJOEL EXTERIOR, ENAMEL 'AM Y L QN ML X�A (k -A If I OR wuNr 10rount yon AS UTI.RuillZI) FRLI 1`4 ?KO?V= 4. 'DEVICE SHALL BE I? INCHES (MINIMUM) E10VE,H'1GHkSf 00TI.El. 1U4AQE IN A"OF)AHCE WITH AFFIENDIA *0' OF file UTILITIES R 00Mj3T1(J ill FIE N F IIALVE OR F UER _1011 .5 RL JUNECTION _$5j� Rf P R E C(-J!MPER CC .. ....... .... Cli Y" FIG. 504A FIG 500A FORD 1999 FIG. 500B 1999 FIG. T OF SANFORD 1999 OF SAN ary OF, SANFORD 1999 FIG,r 501 CITY OF S�NFORD FIG, 502 CITY OF SANFORD QI DIF SANFORD 1999 OISINFEC NON TEMPORARY JUMPER 'CONNECTION INOfE.S: !Ff St.rVIC tol .311 now wter mins oih(d be chlodntad In iccordoncor with the iibdlo or and the pioc4duros outline Ili AWWA C-651 "51-widoord Prw;odury (or Difiltifecting Wui*r �3 L A Psi pory Iurnpqr,c2hnv.Iivn 1oLfqiIjgjVQj 'It All Forwhdons if Bito Florida Utpuriment of Environmentl Prot-wilo, permit sholl b -i complied with. aovolor main o0XIIIIfig io III# fall giwv I* to to�uiiwj for 11I ally net/ motor trin of %?fly fits from o-j)*r in-airis and fOr flushin) of olv orfolnot top to 0 lHC4ES IN 0 TING: IAUETER (2.5 FPSmItifirralin Yo-locirl) or.J 10 ptJllng boolorloodolikul ioniplos fit 0 111' Q Hidr-astafto toolin shall be porformed tit 150, pounds par square Inch sur.o. wriloso: 4., . 9111'ar alor noolon of oily slA#,, File jumper connection iholl be orrijintoinfid Until a Per fillln� 7 Otherwise qpprovpd bit Jhj City, for a,parlod of not loss thon 14o,(2) 3. re3lilrill 3ha3 be In Huzi tdoillng and disir.faction of the nait moin has h4pan succdotlifulty compleNd and jotcordanco wilh lho u I forth In S*;,flon 13. AVoi Slundord C600 for Clearnce, for U40 (rcm tho FIgirtlo of EnOtonmolitl Prolo0for, (tDEP) nd Umber U-23 fur PYC pipe, ucilble 4on pip. gn-jPO4 'j -'T ollisr porfinant agencies huvo beer received. In* juniper culinloctlon shelf Disco be use(I TO (11CAL SEPARATION REQUIREPtEHIS Ig prorfodurii 3hull Include Big 4onflojed appollollon of projiture tqsllr snollnilit a I-ninforaurn porti of 10 p3l In the nifor mains offor ditiltiffictIm and until ill* 1" ARY �rltu ::A tit 'a the tout system, for the foo hour prlilt). by Aly Of a p I Tit I from a clit frolginot, KTA4Lt WATIUC I.CLUUiU) 4AHUl' 1:0,01 lwu FOEP cl,jartontto forflor [a cbtjlri*d adegouto. Thrulif blocking and/or restraints sholl! be juittibid for mautworing ofiter loii. Tba a 1023 still UTILITY IlA L I j P t ACCEPTAlli irno�ft? 0 Ineasyrintif the nulc 3 proyrdood tfornpororlty, gs itiquirad, Plp,b anil fillIngs u for connecting the nely to it* volume dtiplucoq from solid container, Zontou 7 mot le, 1 POP 11 %not] Oft, ootluting pipe 2hril tit diviolifolot prior to hisjullollary In with A'WVA C5 j onlragir:ir, jod Ino lost rP p wi #,J stublishod IT The Ity is- - to- Is* rolls. flit kppinj shoeet and the exterior of Hill ain TO bi. tpped aholl be j r. OATEN! onfogfor shut f rnish tie raloffary labor, water pumps, all other Items rquirod to - ------ --- ntisurl file 4' Oavolis find snecespraying or swoobbijig per 11 of AWWA 4:651-92. file rg,iulroJ dal,ir IJ3 ric-urion system and portorin mi"suory ropolr3, 110193; NO. 4 :3 3. Flushing of, 10 In dlmoter tind larger fwalor ins maj be done through the flio�lro valtio under etry controlieJ conditions. Ilia oll:tolno Procedures shall be follo.ttd: Ili* Blif-in olvis shall be wdrqiod cold PrOlAtifill T*31WJ 10 flit p1`11414111CO Of the Utility fit company and vilitiffr to redly witUr lljhtn#3m prior to fl,# -Ion. Valves *hIch are not �oltr tight liti-ill be roplurq-1 wl-:h a now �alvo In4flld IrrinifooligWy todiscolit I* Ili* 'SEPARATION RvitHRE Eul-5 S the lonipofary jumper connot11ort shall be, arkshru'.fo 11,Ad. The jumpfor 1. WE TABLEr, REPRESturS [HE WiNIMUM M A shall W used to fill tht flow lor Houin wrid for providing mular for bqc DESCRIBED it r.D.E.P. RULES OF THE FLORIDA ADmINISIRA110H CODE 7- C forlolotgoical 4(voloolltilif of the nw nialo quIrda' by the FCEp permit. -IT REOIREMENIS SHAU APPLY BETWEEN (F I HE'JE LINES. FluslilonVi ;halt not be offoorrophod drbij 'peak omoand hours of tit* osi*tng water INEWLY PIOPOSEU UllUrY LVIES AND EXISTING UP PRCPOSLD UIlIJry cl 10 N All oe4. FOR Ili( PURPOSE OF flit$ TABLE. RfCUJI4ED WAYER 3HALl. MEAN C A U tieVolvo. UNRESINICtED PUBLIC ACCESS REUSE WATER AS DEFAHID Hir F.A.C. 17-410. OTHER TYPES OF RECLAIMED WATER ARE CONSID"ED RA Forclids for and morillor the proswo In tlo� o -In point.' 'The proposure In the SEWAGE 41,10 SEPARAPONS USIED FOR 5ANITARY SEWER SHALL APPV(. main U31 not rop b.low 35 Pool. I r Y ALL 3EPAAATIC1H DISTAI,CES ARE FROM OUTSIDE OF PIPE TO OUTSIDE IIA 0 D I F I AT 10 N 0 F T H E S E D ETA I LS B Y 0 N liet it,. *-in vulvv shall to opm.d ,tq# Axuro�droPi gCIQs1 the OF PIPE UNLESS or"ERwisE spEcij,iEu. ciuiEploli pROCULICHH; greater fhOn 10 p3l. GREATER CLEARANCE SHALL BE USED. TFIEI� TFW1 THE a only,, Qniuring a pro SANFORD FIER'501,11-,IEL, 0 IT N OF BLANK INFORMATION. LOCATION, C/1, DENOICS CENTER Or PIPE TO GEPIrER 'Of PIPE, C vo!vv shall be I"Itsi ;Iosod bor' flit utility coor"n �wtfil ashIng beqtria., 0/0 mlom QUISID9 of pip( to 4" jhH1 be opened only for flushing of Ili# now inalti. Tito 'pro voril 1). file 01.11SIDIE OF PIPE., -IF' VITHDRAWAL OF THE troll be 41rocitod,ity Bill utility 4onipany and obsorwed by the Argintior, HAL L I`?E S U IN T I � ACfEPtABLE VARIAOICES: T's 'APPROVA' OF THE �ft.r fluihli,l;� Ito' val-irii sill be closed 'an I"koT In the cloofo� pgrial A- WHERE'HORIZONFAL SEPARATION 'is Hot ATTAINABLE, oucmi: UTILITIES DEPARTMEH flit 4111ily compolly. j, IR011 PIPE Oil COIC ENCASEMENT MUST BE USED FOR AT, flat thfr�do if ONE OF 71�T PIPES. DUCIILI:L IRON OR CONCRETE ttl- LEA' SUBJECT' ENGINEERING PLAN5. 4. The !;oidralor Shall Tir-)vItIo E privonfloit diriko has Win losts,3, ond Is in qabil W4rky'dioi ordofr at 164 Ijfylf qj CASEMENT MUST 13C USED UNIII. MIWfIJU:J CLEARAACE IS REGAINED. NOT ATrAlIUBLE AT TO4h lillos a q'i0foli thrhilli In dig ICAL��SEPARAHGA IS 641pony; [he 7Ej CROSSR II% USE )HE FULL LkNORTI OF DUCTILE IRON OR EN-� SUPPORT CA5ED PIPE ,ENTERED AT THE POINT Of CROSSING. SPECIAL hull or-frurn lockid llcias" P'lu if lv'% orn' Itox j dor*d for Lose by TO other poilifnifill jilisnolls. 4. Up�o n ocofpt of 01 . 011for, rillirs it the .0 for Uls J11111) POP gpit IOU NO WATER PIPE SHIJ. PASS fit 014 Olt WMEAN CCNTACT WITH cont io liq it rui shall Foritod-i tho lnipativy jumpar rionnoittion, rporillon stops are 16 AN't PART Of A 5AtAF,I.Ry` OR STORM WATER MAIAHOLE OR clusad joA plugjed Ilh 2 fach STRUCTURE, C1 nd His iorrillporcry luin,por onrI and oviocltod z Ban filling$, 410. a Hill be Ili*, responsibility of the contractor. 2 44AL I TEMPORA WATER SYSTEM TESTING 'AND DISIN JUMPER' CONNE'CTibN R -SEPARATION Rf:QWFfAE __FECTION tqmib 4 'A 1ITY1 0 CITY o 19 G. 508 Iff D F, i I tor'kl F - SANFORD 1999 'SANFORb F SANFORD F SANFORD 19f: F1 FIG. -`5048 CITY OF'� 99 FIG. 507 CITY OF�,. SANFORD . ........ DATE 'CRUMTON Pu DET003 TY OFSANFORD UTILITY s*rANDARD' DETAIL 1999 M c I 6E FERAL NO f EIS; N% V I . TO THE BEST OF MY KNOWLEPI65E, THESE PLANS COMPLY 1N1TH APPLICABLE BUILDING C.OPES. 2. EACH BIPPER SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF KITH ALL CONDITION5 UNDER WHICH THE WORK 15 TO BE PERFORMED. 3. ALL AORK SHALL BE IN ACCORDANCE 1NITH STATE, LOCAL, AND iti ll:i ALL APPLICABLE GORES. 4. ALL DIMENSIONS SHALL. BE. FIELD VERIFIEV, AND. ALL ROUGH lU OPENING DIMENSIONS FOR IIIIINDOW ANP DOOR OPENINGS, EQUIPMENT, ETO. 514ALL BE VERIFIED WITH THE MANUFACTURERS AS ;APPLICA5LE. q) ...O 5. THE.AROHITEOT 15 NOT RE5PON5IBLE FOR GHAN6F-5 OR:;DEVIATIONS FROM THESE PLANS UNLESS SPECIFICALLY APPRQVED BY THE AkGHITECT IN WRITING. C9. ALL UNDERCROUND UTILITY CONSTRUCTION SHALL BE IN A<CORDANOE to [Q WITH THE 5TANDARP5 E5TA,BLI5HED BY THE OOVERNIWA,UTHORITY HAVING JU9I5DIGTION. lu -l. ELECTRICAL SERVICE TO THE PROJECT SHALL BE AS SHOWN IN THE DRAWINGS OR A5 OTHERNISE PE516NED BY THE LOCAL POWER z AUTHORITY/PROVIDER. 8. THESE PLANS ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT jU H - THEY ARE AN INSTRUMENT OF 5ERVICE, AND AS SUCH, SHALL NOT BE VlU RE -USED, REVISED, REPRODUC,EDj OR COPIED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. NOTE! U 0 uc �v �o p S w >.. /.Yw V t OD .4.,r0 ix X LL u r l I 5 r7 V w Dcm 64 [ �� ct) Fl� c' I I . TO THE BEST OF MY KNOWLEPI65E, THESE PLANS COMPLY 1N1TH APPLICABLE BUILDING C.OPES. 2. EACH BIPPER SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF KITH ALL CONDITION5 UNDER WHICH THE WORK 15 TO BE PERFORMED. 3. ALL AORK SHALL BE IN ACCORDANCE 1NITH STATE, LOCAL, AND iti ll:i ALL APPLICABLE GORES. 4. ALL DIMENSIONS SHALL. BE. FIELD VERIFIEV, AND. ALL ROUGH lU OPENING DIMENSIONS FOR IIIIINDOW ANP DOOR OPENINGS, EQUIPMENT, ETO. 514ALL BE VERIFIED WITH THE MANUFACTURERS AS ;APPLICA5LE. q) ...O 5. THE.AROHITEOT 15 NOT RE5PON5IBLE FOR GHAN6F-5 OR:;DEVIATIONS FROM THESE PLANS UNLESS SPECIFICALLY APPRQVED BY THE AkGHITECT IN WRITING. C9. ALL UNDERCROUND UTILITY CONSTRUCTION SHALL BE IN A<CORDANOE to [Q WITH THE 5TANDARP5 E5TA,BLI5HED BY THE OOVERNIWA,UTHORITY HAVING JU9I5DIGTION. lu -l. ELECTRICAL SERVICE TO THE PROJECT SHALL BE AS SHOWN IN THE DRAWINGS OR A5 OTHERNISE PE516NED BY THE LOCAL POWER z AUTHORITY/PROVIDER. 8. THESE PLANS ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT jU H - THEY ARE AN INSTRUMENT OF 5ERVICE, AND AS SUCH, SHALL NOT BE VlU RE -USED, REVISED, REPRODUC,EDj OR COPIED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. NOTE! U 0 uc �v �o p S • a r I apt1 / r SHALL HAKE 0$9 " x Ib' LINTEL- P4 fElt:WITH ISS. - C0 I GONTIN. BONA TOP'ANA I#t.3.60TTOM , Ahf- TDP A AT b' -O' Be BE Y N - -IL 4 $ r d 41 ?. 5" CONO. 5LAD rUTH. bXb 910/10 AFP. 4 . METAL SIAIN6 A5 SELECTED ON METAL" 8LA6. SYSTEM - SEE METAL &-vo. WKS > ' .'' , VW. q,1M (+, MIL POLY, VAPOR « 0 �� p V�r F h`t Vi o J EXTERIOR MANY WALLS SHPJ_!., HAVE 5" x Ib' LINTEL- ;• `' '` 5� FOUNi?ATION PLAN N ;3HEE.'i' R; Pa1Z PUCyiINb pE'TAIL9 AND SCHEDULE. E;N3RIER ON 95%, COMPACTED, EAR �• Q 0 i. :r Il'a IN POURED CELL - `+E+EE f� , 6 HI&I EXTERIOR MASONRY bVAI.l. WITH \Jgf; IGAL. STE= AS FMY,}�Z+rl�`L; Q TF,I�MITE TREATED NOTED - SEE PLAN PLAN FUR LOCATION5. 1{ , , I/2", ErY1B QK 9/Q" FURRIN& GN l , , (;�?N&l TUDJ Al� la" DEEP GONG 5( AB IN THIS STORAfe >1 it r 5C1 1/4 (TYPICAL) a1 PATE,. �C> . • , t h , ♦ WITH 3/4' IN3UL, „JCO� ;NUMBER: '� a 2 a AREA ONLY. d r. j ,.. . •.,," -; �i�-.� ,', ;:::, :... .. r ) .. .. S Ia 1 "t+ t r ! i\ , r 1 } J !' A �I C0 I , Y N - -IL 4 $ r d 41 ?. . METAL SIAIN6 A5 SELECTED ON METAL" 8LA6. SYSTEM - SEE METAL &-vo. WKS > ' .'' , sHDP ARAWIN,S�.:. « �� p V�r F h`t Vi EXTERIOR MANY WALLS SHPJ_!., HAVE 5" x Ib' LINTEL- ;• `' '` 5� FOUNi?ATION PLAN N ;3HEE.'i' R; Pa1Z PUCyiINb pE'TAIL9 AND SCHEDULE. e . ., . .. , , .;+ „ r 0 i. :r f� , HI&I EXTERIOR MASONRY bVAI.l. WITH \Jgf; IGAL. STE= AS FMY,}�Z+rl�`L; NOTED - SEE PLAN o„ 1{ , , l , , (;�?N&l TUDJ Al� ,r >1 it r 5C1 1/4 PATE,. �C> . • , t h , ♦ „JCO� ;NUMBER: '� a 2 a d r. j ,.. . •.,," -; �i�-.� ,', ;:::, :... .. r ) .. .. S Ia 1 "t+ t r ! i\ , r 1 } J !' A �I C0 I , Y N - -IL f( d 41 . METAL SIAIN6 A5 SELECTED ON METAL" 8LA6. SYSTEM - SEE METAL &-vo. WKS > ' .'' , sHDP ARAWIN,S�.:. ILL �� p V�r F h`t EXTERIOR MANY WALLS SHPJ_!., HAVE 5" x Ib' LINTEL- Hr^ POM ('TIE 5eAM) WITH ISwS TOPAND 1403 50TTOM (rr(P). 0 i. :r f� HI&I EXTERIOR MASONRY bVAI.l. WITH \Jgf; IGAL. STE= AS FMY,}�Z+rl�`L; NOTED - SEE PLAN PATE,. �C> . • , t T� „JCO� ;NUMBER: '� a 2 a j S Ia 1 "t+ t r ! i\ , r 1 } J !' A �I 11.''.' .:: .... .d : '':.: ;. ., -✓ ,:. ... .: �'. .:: ... of -.: ..: -.'. .. .. ,.: :: J' yY r: , v I !✓ , • u , • f CIT ETE ) C..c T'I N , f 1 �►L c,,ON< �RE`'f" .TO .X00 :i . a l : . 2a L"�1�Y5. R , , M, CC, N GON TRUGTI ON SHA L GCJ1�11 C' M . ��"' ( T/ NI H4 1 1 , , I AM -,AIT . C.�,C�I�.0 % ��N��. "i'� T'C� �I� �,c�O"I I�'.�.I . I i� , � 1��Y�, ;. BU I L P I NCS -GO1 REOU I R M NT FOR. CONCRETE MA �N� IC� �}�^+��y (/+��w� y �ry �ywr✓�(/�/ }�✓� }+-�^ �f �.�/ (/+ i ( //y}�I/,/» }��'+ "'.%r+/! ".1. serf l' 1 /'. �I�,.✓I 4,•! ,t. > i« {,Y.4/' �..lUl i ALL CO 1\.✓��Yr I��.. '{ `i�'i i"U ; I I -�7 C iGi 5i.•.00<5 ..SHALL _ .)„ .. I ::.. :: ,G. I w C, fi .LOAN CONCRETE I N�T'I TUTS), LST �T'.' � �T.l �>�/ �NI� CONFORM TO " a'i"M G C �' ' ! *[T �:1�1 "i' + /� �/�7� 7}W� j}�'� i1� 1 1}�� (/'�j 4i��C'� (/!� 1'��1I (/' *� �'t) 1 + }i* I }� � �., /.�`) : ODE. THE,,, 1 I..,l i...r 5T, `i l�i'.�1', �1.•rr' .. 1•.wiUI�,:...�;Ii �i4,wM' a•.✓.,1' i✓ �... I �� 1 \a:•.+�,I 1,'-��1 A:/ 1 11•.I I1�?!!:+t"'': �•! 1 r1u.-r.,�w "� -' �i ,., , f I N i�:U N N i I� ' 1 . MQ .i . '. 1_.1... "Y' ' ' 4: I�>�l,��t 1=�l�IG�T�I�� N�7 ;IN�T'�LL��I� IN ;�GGO.�-- REINFORCE V�IL.L ! I "t" TU a C-UIw 1N 1 (TM :. ;: _ t l ANO VAI T + ELS I I ON5 OF T" I N& , GORE :U TU L , ` .. ,�- a2 . INFOl i�l r EOUAL . �rc� UI , l� 1� r c� l l� r k MQUII MENT I~OR IN Qi 1 C>YNGI . N ' T ' :(A(�,. 5[0 ?, IS THE rt, ®I BJ: C .G : MI Ar U EPI,., VERTIOALL�'r.' 'L. G :MFR'5.' / M NU l : ? T NI . ' �'RA GE:< FC : • T, I L. I NGS , R" E NFOROE I ,. , I1`�l T' UGTi�N W{ ER 5HO0 `�I,N CORES OF� 5LOGI�" MASONRY / x N T TI 5 ,1 5 I ;: ALL (N�Oi�� I N� �T" La C IAL BE r I LL�� NI T�-! I OUT' I T"I�t M i NI MUM GOM ' 1 � ,UGTU , 1 " 1= I .M P . BAR51' OWOI�' M Ir N iO �rSTM I ! P STRENGTH O Q4.i '..I .�.�!"Z I :UT.L�UMI^ I`I�/T TRED�DS FROM 2XI2'9 / A ! ., �. , AT T IT"IcN'i�0 MINIMUM 'r'IL_TiINC-TI -: C�... ,� MORE THAI �: � , ��UT � � � I LL Q G�LL.� �+�AL �I� OU��i� C O OC O I '.S.I ,' ,. 4 Y l�El�' VAI E. FA i I G SHALL GONFOI M TO fi�UM' 1 N. I .:.T' a NOT' TCS�GI I I C#T .FILET I N . HIS (GIST F C M _I - AST e6. L c lSCJ .IL�ATEt� AT TIM Of:::.FOUi�,IN6 - Y ,... .' �:I ilI1C- c 'flT1NO\lia iNCCK-OUT lel%MU T i ' - BASE OF EACH:, IL:L.I I CELL L Tc ALL.0 ISI, �/I U✓�L, �I I ,I IG TION , SE L i GJI O� GOM�' �T�. C��',CC�UT �'I�N�T"��T N T X , 104 0 f II i II d 2X4 STUD& 6 16" O.C. WITH /2" CDX FLYWD ON EACH SIPE I7 TYPICAL) 5 CAI,R STRINGERS FROM 2x12'5 312ACE UN12R STAIR AND LmviNG IS NOT ACCE5515LE, ( NO POOR5)tn ti 1 ` Q .0 tvIEZZANINE STAIR W I W cv 1h i . �15d �y-� ca II J 21 s _ 1401 '" .e. p LL Z l1, owaaft cV 0 , fY\l uX.�l gu �r L Y1 I ��rr�,11• 1 II 1 ��rr 11 11 0" AFF ► / - - I I r , f I —all I -ter I GI ij 1MASONRI' WALL To gd_ i (, _ - r — TH 4 WT i — I 1/2" CDX FLYWD. EACH151DE TO SEE S�:CTIOAI ABOVE g I_I _ (NOT A FIRE WALL) 4 1-1 IMo II DIMMER 5WITCH " 120 V. SINGLE RECEPTACLE "1 # 120 V. DUPLEX RECEPTACLE # 240 V. RECEPTACLE 120 V. DUPLEX RECEPTACLE, TDP 1/2 SWITCHED 120 V. DUPLEX RECEPTACLE, 6ROUNI,) FAULT INTERUPTER Ti 0, 120 V. ,DUPLEX RECEPTACLE -WEATHER PROOF ar-LR120 V. DUPLEX FLOOR RECEPTACLE F WL6.120 V. DUPLEX CEILING RECEPTACLE 120 V. QUAD RECEPTACLE SPECIAL PURPOSE RECEPTACLE Y SPEC i AL PURPOSE CONNECTION .JUNCTION 15OX k- INCANDESCENT LIGHT, SURFACE MOUNT W. - - INCANDESCENT L1 CHT, RECESSED MOUNT CEILING PAN WITH LIGHT KIT FLOOD LIGHT, 2 HEAD CEILING PAN INCANDESCENT LIGHT, WALL MOUNT FLUORESCENT L16HT, NUMBER OF TUBE5 INDICATED h iy <W - "p r k f„ ra a UAP ig Nina f 4 �y IT F L��F-c,,' ��Lrte cJCiALE: 1/4" M I r—Oor M"R „�.Al; w� I�R,4WN: M.A.P., CIHEC KEI>: M.A.P. PATE:, 5GAL.E AS NOTES JOB NUMBr—R: 2O -'OO 5HEET: OF 6 5HEETS c"+ CHIMES C4MECW 112417 ■ W,4 KVA C~CTm LOAD ■ 23.0 KY'A COV3E'CW LOAD . 20A KVA GOMECTED LOAD r 02 KVA , . ® W.4 KVA . 25% ■ 169'19 KVA + C240. 3) AX TS + 39 7 A-" PUSH BUTTON � 2" KVA + 2M • ?873 KVA + 240 VM 10 • 173.9 AMP, 217.8 KVA + ZZ . 2b KVA � C240. 3) VM T6 ■ b2A A17�8 02 KVA . 25At . 22.'S KVA + C240 ,p7) VM T$ At" � £SELL TRAN5FORMER THERMOSTAT EXHAUST FAN WITH LIGHT EXHAUST FAN T PHONE T TF-LEV15ION 51 o<r- DETECTOR r GARBAGE DISPOSAL DISCONNECT ELECTRICAL PANEL ELECTRICAL METER r INTERCOM NOTE: SPEAKER PROVIDEGC>NDUIT5 / CIRCUITS EXIT FOR 51TE LiGHT5-VERIFY LOCATION !--# LIGHT W/ OWNER EMERGENCY LIGHT, 2 HEADS b4 250 LU z v T1'P FAIL. PNL. t �\ 3 -12 ,t 2Pr -,,5 �. 14 v I L-10 b'a! •. tee--- -"'.." ._...�_ -^�— ^.r _ ' Nk _ ti ov h iy <W - "p r k f„ ra a UAP ig Nina f 4 �y IT F L��F-c,,' ��Lrte cJCiALE: 1/4" M I r—Oor M"R „�.Al; w� I�R,4WN: M.A.P., CIHEC KEI>: M.A.P. PATE:, 5GAL.E AS NOTES JOB NUMBr—R: 2O -'OO 5HEET: OF 6 5HEETS r a rev •.. r a"' a 1 t t N�. 4�' �k d r ,fib t $ },} r .h@.ry ., , .�.'t , � ,•Rt"¢ l r:, Ut � 1'�` �', e,i�d tl . 7 r r �' J :,rel 4 "} J4 z is , .. ..' :,, .. ., ,. ✓✓. .,.,�.. :,,��''. e. �...., ... QIP. ,�? ..: �...rJX ,: d. .,� . ,.. ,.. 4 0 room MGM, THW CU 4 1 10 1/0 GU GRD, IN 4" GOND, I 400 AMP. C, B. D 15C. W/ SURGE PROT, ELEC. i~tETER 0 4, METER CAN PRIMARY SERVICE VERIFY OVERHEAD OR uNDERIOUND BLDG. 5TL_ PANEL ttAgt 00 P, 3 1 0/24 I V., 4LJ i. 3 01 AU,JCx, THW CU & 111 4 CU CARD. GU IN 1 1/4" GOND 3 * 3 AUJG, THW GU A 1 # 4 CU GRE). GU IN 1 1/4„ GOND. . aJr '. ,1 .n7 er}c, . ..., "L t PAN 1. The electrical olrawiinegs are diaerammatical and are not to be scaled. 1125 P, I.P . Refer to architectural pians and elevations for exact locations of equipment 1 0/240, V., Mount condensing unit on concrete slab on grade. 7 L 2. ReFricgerant piping and accessories shall be installed in accordance with 3 * 3 AUJG, THW GU A 1 # 4 CU GRE). GU IN 1 1/4„ GOND. . aJr '. ,1 .n7 er}c, . ..., ELECTRICAL 5PECiFiCATiON5` - GENERAL 1. Split systems shall include matched components by the same manufacturer_ 1. The electrical olrawiinegs are diaerammatical and are not to be scaled. Air handier shall include multi -speed fan motor control or adjustable belt Refer to architectural pians and elevations for exact locations of equipment CU CONDUCTORS TO ALL CCT5: .i ;t ,i tt PAN 5 PAN G 1100 p,3 100 P, 3, 10/24 V. 4 1 0/2401 V., 4 3 0 3 Aix, THW CU 4 1 # 4 CU GRD, CU IN 1 1/4" GOND, GUaP 1/0 CU CARD. ELECTFRICALGRD, ROIL R15ER 40 GAL WTRHTR WITH SAFE -PAN UNDER 2 TON "LENNOX" HE EQ. W/ 5 <W. AUX., E1 SEER - 10.0 (MIN.) REVISION5 51r IST FLOOR A/� PLAN SCALE: I/4° = i' -o° � 2NDFLC)Of;�',A/C,, ELEC Tf;z�I CAL PLAN SCALr=: I/411 i�ii i o C1HEGKE0: M.A.P. DATE: 5CALE AS NOTED JOB NUMBER: 20-100 00 5HEET: OF 5HEE ! 5 AIR CONrDITiONIN6 UNITS ELECTRICAL 5PECiFiCATiON5` - GENERAL 1. Split systems shall include matched components by the same manufacturer_ 1. The electrical olrawiinegs are diaerammatical and are not to be scaled. Air handier shall include multi -speed fan motor control or adjustable belt Refer to architectural pians and elevations for exact locations of equipment drive. Provide; return air plenum base, Filter rack and 1" disposable: Filters. and confirm with the A/E orownersrepresentative. Mount condensing unit on concrete slab on grade. 2. These pians do not show every detail of construction. The electrical 2. ReFricgerant piping and accessories shall be installed in accordance with contractor (E:C) _ is expected to thoroughly review the plans and best practices of the trade and in strict accordance with the air conditioning requirements of the systems and provide all items necessary fora comlets: equipment manufacturers recommendations,. and operational electric system in conformance with the plans, diagrams and 3. Wiping shall be type L hard drawn precleaned and seaied ACR refrigerant intended usage subject to the acceptance of the A/E. tubing with wrought copper precleaned refrigerant fittings. All joints shall be 3, Circuits and lighting fixtures are shown on the plans to determine: ioaol data: brazed. Proper consideration shall be Celven to expansion and contraction and Circuit, feeder, panel and service sizes. The E_C: shall provide circuits and flexible pipe connections shall be provided at compressors, circuit routing to suit job conditions and furnish and install lirhtinc fixtures 4. Piping shall be pressure tested, flushed and evacuated before chargintg. as shown on the dans or as otherwise approved by the 4/E» 5. Suction refrigerant piping and fittings shall be insulated with 3/4" J.M. 4. 'lire sizes are for copper conductors. Aluminum conductors 02 and larger may aerotube 11 elastomeric closed cell insulation with all ,joints sealed. be used for service and feeders if conductor and conduit sizes are adjusted &. Piping shall be run in a newt and orderly manner and properly supported, accordinely and written approval of the A/E is obtained before installation: i. "Units shall be fitted with, accessories to permit cooling operation at 40 F 5. unless otherwise stated, underceround conduits shall be either aRG, GRCC, outdoor air temperature and a time delay to prevent short cycling. or schedule 40 PVC as indicated on the drawinee and shall be installed in a. Thermostat shall be mounted no more than 4a" above finish floor. compliance with governing codes: S. Mechanical system supply 4 return air shall include automatic shutdown 6. Outlet boxers shall be pressed steel in dry Ideations and cast allay with device per 515CC1 1984 1 1ECH,4NICAL CODE section 40r'o where required. threaded hubs in damp or wet locations. 10. One: year warranty from date of acceptance and an additional four year -1. 411 work is to be done: by skilled craftsman, in a presentable: manner extended warranty on the compressor- representative of the trade and in compliance with the National Electrical Code and all other applicable: coders and regulations. PERFORMANCE BESTS a. Load data and system sizinc; is based on information provided at the time of design. Verify equipment locations, sizes and requirements before orderincg, 1, Test, adjust, balance and correct all parts and all systems to make them fully materials and devices. Route circuits by best method to suit job conditions operational. Tests and reports in accordance with A4BC standards. and install pull boxers as may be ne:serssa'ry to facilitate installation. 2. Adjust air quantities to within ten percent of desicen requirements. 13. The electrical system shall be completely and effectively grounded as 3. Adjust fan sheaves as required to balance air systems. If adjustments required by the N.E.C. and as detailed on the plans. Ground fault protected cannot be made within the limits of 'the sheaves, then provide new sheaves outlets and circuits shall be installed as required by the: N.E.C, All circuits and belts. shall have separate ground conductor. 4. Operate all systems for as lone as required for complete testing and 10The electrical installations shall conform to the requirements of the balancing. National Electrical Cade, Life Saftey Code, applicable local codes and 5, Any portion of the Systems shall be rebalanced as required by field _ regulations and the power and telephoner companies having jurisdiction, conditionsfor a period of one year after acce:ptance:d. 11. All work, shall be coordinated with other trades to avoid interference 6, Submit copy of test data of the followingto owner for approval: with construction proceress. a. Fan RPM 12. All material and devices shall be new and display the U.L_ approval b. Motor current where applicable. c, Fan CSM and speed 13. All material and workmanship shall be guaranteed to be free from defects d. Return air and outside: air CFM for not less than are year from the date of acceptance. Correction of any er. Entering air and supply air temperatures ( dry bulb) defects shall be made without additional charge: f, CF -1-1 per sari Ile,, register or diffuser .. 14. The: E,C. shall pay for all required insurance coverage, permits fees, inspections and testing. D UCTt.UORK j 3iiVTfR J 1. Provide ductwork, grille boxes, plenum chambers, dampers and all auxiliary � work kind necessary to make the various ve~ntilatince and air conditioning co y ems complete and ready' for proper operation, 2. Air conditioning supply air and return air ductwork shall be fabricated of 1 1/2" fiberglass duct board with foil facintg. 1" fiberelass duct board may be: Used T located within the air conditioned space. Round fiberglass duct shall be made with UL Glass I insulated flexible duct. Joints Shall be secured with approved bands. 3. Outdoor air intakes, kitchen and toilet exhaust and similar ductwork shall be fabricated of galvanized sheet metal. 4, The system shall comply with NEPA W -A and 90-1:3 for class 1 air duct. Ali work shall be fabricated, supported and installed in strict accordance with the manufacturers, 45HRAE and 5MACNA recommendations. 5: Starting collars, branch take -off fittings and other duct fittings due to �. the shape~ or configuration which cannot be fabricated satisfactorily with glass fiber duct material shall be fabricated with galvanized steel or aluminum alloy sheets as here=tofore specified, then covered with the celassfibe:r duct material to provide thermal insulation and vapor seal. _ Galvanized metal ductwork shall be fabricated of gaucges not less than recommended by A5HRAE and 5MAGNA standards. Reinforcing angles, supports and hareers shall also be galvanized. The system shall comply with NFPA 90-A and W-15 for class I air duct. 7. Duct hancgers shall be rods or straps adequately spaced to provide proper support of ducts in accordance: with ASHRAE and 5MACNA standards. All hangers shall be verticle and at right anceles to ductwork and structure. Fm Charges in directions shall be shaped to permit the easiest possible air flow using full sized bends wherever possible. Double walled manufactured air turns shall be used on all ductwork square: turns, a. Adjustable turning vanes shall be used at all right angles. Supply branch connections shall be made at 45 decerees to main duct. 10. Volume clampers shall be furnished and installed as shown or required for proper balancinee the systems. Damper operators shall be fitted with Is approved o eratin and locking device mounted outside the duct in an p� I� � g accessible location. _ 11. Install fire dampers with fusible liks where indicated or required by applicable codes. Fire dampers shall be accessible with access doors provided for replacing fusible; links, 12. Fire dampers shall be accordion curtain type and bear UL fable and rated for 1 i12 hours and installed in approved frames. Fire dampers in ducts less. than 12" deep shall have extended frames, Fire dampers in ducts 12'" deep r �11 RISER C... - over and eve: mau have dam er blades stacked within the duct de thl:/�A57E 40 GAL WTRHTR WITH SAFE -PAN UNDER 2 TON "LENNOX" HE EQ. W/ 5 <W. AUX., E1 SEER - 10.0 (MIN.) REVISION5 51r IST FLOOR A/� PLAN SCALE: I/4° = i' -o° � 2NDFLC)Of;�',A/C,, ELEC Tf;z�I CAL PLAN SCALr=: I/411 i�ii i o C1HEGKE0: M.A.P. DATE: 5CALE AS NOTED JOB NUMBER: 20-100 00 5HEET: OF 5HEE ! 5 nnnc DnnG- rAr\inQv Q. QnnF- u v r-mnf- m f[-\HI'i1INU F L.r-1IN 4 .9 NJ'7. Q ES -4 SIDE-WALL FRAMING AT LINE 'A" C� 4 ES -4 ES -3 ES -5 '-2 1/4' ),-(Y z CD I w W 12 1 ROOF PITC1 1 -NEB -L o� V S -3-2A J 23'-0' 44'-a' ENDWALL FRAMING AT LINE "1' 0 NGT -20 1-NPB DRIP TRIhI � (DT- ) 1 FT. LAP ENDWALL SHEETING AT LINE '1° 21' NGT -20 O 12' -Bi 14'-0' I_ 7'-4' PARTITIONS WALL AT LINE '2' PNEB-R I I. o HT -16 01 PARTITIONS SHEETING AT LINE '2' BA -20 ANGLE FIELD NOTCH VERTICAL LEG AT EACH PURLIN ROOF S -1-2B GA -20 - GA -20 I GIRT OR ENDWALL FRAMING AT LINE '7" NGT 1-NPB NGT -20 0 1 -NEB -R ENDWALL SHEETING AT LINE 7 �-- WALL PANEL OR COLUMN OR SOFFIT PANEL CANOPY BEAM SECTION C-, 2 PANEL TO PANEL FASTENERS 24' ON CENTER MASTIC --� GABLE TRIM (NGT -10) PANEL TO PANEL — / FASTENERS 12' ON CENTER R❑OF PANEL (RS- ) PANEL TO FRAMING FASTENERS GABLE ANGLE ❑UTSIDE CLOSURE STRIP PURLIN ENDWALL PANEL (EW- l SECTION AT GABLE TRIM SPECIAL PARTITION PURLIN FLASHING GA--20 ANGLE FIELD NOTCH VERTICAL LEG AT EACH PLIUN RAFTER PANEL --- ZZANGLE BA -20 DRIP TRI'l �---- 8' WALL I SECTION D 711,1) SECTION B GUTTER GABLE TRIM PANEL M% TM I IAK v- r]r'A AJ 1'-2 1/4' ROOF PANEL SECTION C Q w u W z H p r W a `j' K d cm Z W H { --- �;7 W a-- W W � z Q � � ID v� LL- A L�7 J z a +r N q z cines �.. a �z i 714 >x X3°0 ti 01 -0041 -RF CUSTOMER NO: SCALE. N.T.S. SHEET 2OF2 0 '30 ) Fj1LO(,oEfD,0,5G AC, ?F=R-/)0o7:j SQRFACM PRO'41DIi-70 AC. ! Qo. 41- ji-7 -01i(a �Alo- $=Rp Z 18 IL AC40 45 V 714 j 7/ —raMNr, 5 IAN PP' z J() via ZO P f)STIC $,rop THiPmo P j Hill t dwh4f An 1w 44, U A 3< \ 3 +1. /. \ a `"`"°.�,:iA ro J, L tz '7P`•` G /, '/ !'� , F. -F ELEY, 35-0 1Z/ \ i)' nNJ 1. i ` co !t7r+ P2)at'JXTV0 G rig Nt 0 -1 \A L4 A - 11\ I , N! , r s Owl- Pc3 A10_{17, 1P, 3 331 Pawl V AJ LIii l ",I v I 1 1, J,4 pi) -Ty IU '44' BFIC)c ti SOTT PlAnti, %,Jrl AAJ flit t10 �dA, /I P/P 'ortt (\j PNI;41 2tj '17 di -Tv Q F tS, f,1 jJ'F e, 1 Y tp D I G PU t KH jG 110 0 le TE TOT A U S t p V,0,6?,AC� o F V R, :�3 0/4) fA E -:A 4-00 P )41 15 PAF t3 ', C OF i r-. F- 4,�� f;:, F 31 &9, z �150 YL OR p F- 13 T0 -T -' 1- Fj r S > 15 P P) -T 81)1-1 lr� ReQ U) Fe E M7 -rA I Lo P— VS 0 F O-fA A,'OF P,LA • P, iff A • o 3 3 0 -4Q Pon! 77 7� 77 7 12" e� ZD r I $250 FINE zo CITY ORD. 3211 NOTES 1. ALL LETTERS ARE P SERIES "C', PER MUTCD, 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE)) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BbRDER. 3. BO'T'TOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 4, FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. S. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE 1N ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM T€tAFFIC CONTROL DEVICES (MUTCD). FIGURE N-14 HANDICAP SIGN AND PARKING SPACE STANDARDS 4. 12- L- 4- 4• J z• !_ 4• FIGURE N-15 PASSENGER LOADING ZONES 'v 1_ l- \9 i � A a S 3, 000 p:f,I CO C . `TYPICAL PAV)QG SEC710 �4 N,T,S, WHITE 1 O.C. 1, C.L. FEOC.E �. W� O P!A a U E COI/ EP, 1 0C S�t�t`taRD SPSC"s y c to OPAQUE -, L. FENCE .}+ $0LLARD5 \ 00 SCS S-01US hnAQ 1,"Ii2 ------ 1 Z-#5 REBAR C ®gai C)UMPIS,7ER RLP)KOSEC710�J WTS, 3,000 PSI C001)C 0 ce��ac N Pau?n1G �9 I� -TYPE "c,. CURB wys fT BOLLARD SECT I OQ N,T. S, f EXIST " aTUSOUT (sA rJ -rA WY) - F)5Lfl YeQW'i r PROP. e 9S- (Q"PvC. NSF LOGO SAR 35 - E A15T C.©e�pRaP•� PROP, FI RE 5i' urtmR CONN�C"t'IOaJ 4 '�, 14 \A h J 314" PvC• '111�c W ATERL1 IJI� • NoiES= 1. Ex►ST. ��)atil�l?`�, LJAT'ER, AQV RECLP0M SHOW O 00 PLR�JS ARE- APPROXIMATE. F•)ELD VEP)F'Y ACTUAL- 1-00ATtON) Aq JD RZ"SL)'ST AS REQUIRED ?. R FULL -1 AUTO YY) AT C• IRRICF° 7) 00 S`/S-1 IF '1 U "1-1 1.) Z) IJG R E'C L. A M) W A -T E R S O A L.L 8e I A„1 STA L.LE• D SO F1S "TO PROWDE 'TUTALC0'Qf=-RACE FOR L.'AN0SCf3PWCa, WCLUD1i0Q. IiEDGES,TREES Al,1fl GRA5SG:D AR€AS.• 3 , ALL UtJS%TE u-rELi-nr-S To Tt45 PROR —WE To 2F- ©\> 41JEa A, Np M P%) OTFl �)F-O By THE PPbPF-'R-N Ow NF—R. SAt�1TAR`{AL�UL k3f1s�G orJ STA�.I�JA� A�l3V��.311JC; COF�E ABLE 110-A.1 ?6S • 13--4 ANCITABU 1309,E 1- WATEP, F- o -m l 4• iNn-TE 6' C't':OSE7T -- 8.4 TC)TP.,L 71F,T 1? E U )1`"5 5 ZO = I:OZ r r. Exls'i' 'RCCt~�11tt� IE�IS•i: 8'� S� W ER E)t1'-57, S" WA -TER MAIM , FIELp �rER1�Y Ex1ST S7UB0QT 'FIELO vER1F`� IgL r�►e• METEk. 0 TFWF SPICY- PTQQI P F Yy" iN'T' 9. R C1 -A IM wA`t C- 730 Geta = fZ f- EEAr)s AvG�-K Z�> A is G�'1?i'1/HFA'o x MtN' )wE x S 7-0,JBMI, 10 AYS EEY. 1, (�� ,tc��?T�TOR•1 = Z•-iG.� �?''.�.::�. .. Gf)L) IFR 0 T330, �; Z C4, R )• REV1scONS � Project: REV. -) -to .L*Dr Wilson, & Associates IT Longwood, Florida 3.791-5..60 � ph: 407 - 330 - 5291 �0� 7 ID tipL RHW , Dur ~ t' Appravct 1�ur►,x�.C�.�,rc'ctar�it fx: 407 - 330 - 5267 c;ri1 ontY 0 Ronald H. V31sor, Fl., Y 9710 1 1)r4wa ShL q"¢ti COW, FILLED - s Kai" iw E L 'F U $ I^ �umPSTs~R Co►)C+ swI I a FILL HOLE SOLID :vi L,-�) 3 0(DO Psi Cock fT BOLLARD SECT I OQ N,T. S, f EXIST " aTUSOUT (sA rJ -rA WY) - F)5Lfl YeQW'i r PROP. e 9S- (Q"PvC. NSF LOGO SAR 35 - E A15T C.©e�pRaP•� PROP, FI RE 5i' urtmR CONN�C"t'IOaJ 4 '�, 14 \A h J 314" PvC• '111�c W ATERL1 IJI� • NoiES= 1. Ex►ST. ��)atil�l?`�, LJAT'ER, AQV RECLP0M SHOW O 00 PLR�JS ARE- APPROXIMATE. F•)ELD VEP)F'Y ACTUAL- 1-00ATtON) Aq JD RZ"SL)'ST AS REQUIRED ?. R FULL -1 AUTO YY) AT C• IRRICF° 7) 00 S`/S-1 IF '1 U "1-1 1.) Z) IJG R E'C L. A M) W A -T E R S O A L.L 8e I A„1 STA L.LE• D SO F1S "TO PROWDE 'TUTALC0'Qf=-RACE FOR L.'AN0SCf3PWCa, WCLUD1i0Q. IiEDGES,TREES Al,1fl GRA5SG:D AR€AS.• 3 , ALL UtJS%TE u-rELi-nr-S To Tt45 PROR —WE To 2F- ©\> 41JEa A, Np M P%) OTFl �)F-O By THE PPbPF-'R-N Ow NF—R. SAt�1TAR`{AL�UL k3f1s�G orJ STA�.I�JA� A�l3V��.311JC; COF�E ABLE 110-A.1 ?6S • 13--4 ANCITABU 1309,E 1- WATEP, F- o -m l 4• iNn-TE 6' C't':OSE7T -- 8.4 TC)TP.,L 71F,T 1? E U )1`"5 5 ZO = I:OZ r r. Exls'i' 'RCCt~�11tt� IE�IS•i: 8'� S� W ER E)t1'-57, S" WA -TER MAIM , FIELp �rER1�Y Ex1ST S7UB0QT 'FIELO vER1F`� IgL r�►e• METEk. 0 TFWF SPICY- PTQQI P F Yy" iN'T' 9. R C1 -A IM wA`t C- 730 Geta = fZ f- EEAr)s AvG�-K Z�> A is G�'1?i'1/HFA'o x MtN' )wE x S 7-0,JBMI, 10 AYS EEY. 1, (�� ,tc��?T�TOR•1 = Z•-iG.� �?''.�.::�. .. Gf)L) IFR 0 T330, �; Z C4, R )• REV1scONS � Project: REV. -) -to .L*Dr Wilson, & Associates IT Longwood, Florida 3.791-5..60 � ph: 407 - 330 - 5291 �0� 7 ID tipL RHW , Dur ~ t' Appravct 1�ur►,x�.C�.�,rc'ctar�it fx: 407 - 330 - 5267 c;ri1 ontY 0 Ronald H. V31sor, Fl., Y 9710 1 1)r4wa ShL MASo NRY ~r. 00 Nle Ly B: GC.1`1GF� T TOB 2,500 �'. :I. ©2 D Y F TCNC�S ,� MASONRY GONSTRUGTION SHALL CONFORM' TO fi�Gi STANDARD ,.BEAM , KD� COLUMN, GCQNCRETE :TO BE 5,000 P.5'. 1. I N 28 DAYS. BlJ I LD I NCS GODS R QU I R M NTS FOR GONGR T M SC�NR _ �,�T�.f�, �T�:AI�l5�'C>�RT, F'L:fi�GE,SND :GURU A�..L. GON�RETE PER R I I- R. K H STRUGTU �� G �3 � GONG �T� BLOC S SHALL RICA : ON, RT -INSTITUTE), LATEST D I TI ON, AND CONFORM TO ASTM C,10 (28> DAY STREN6TH = 2,000 P.S.I .) 5tAN ' RP E3U I LD I NCv ` CODE. ALL, ISE I NFORO I NCS STEEL LAID I N RUNN I NC-� BONi> . MORTAR SHALL B TYPE "S" OR "M" . ,TH 'P ... ��S'IGAT��SH LL` E3E PESI6NEP,�,ANDINSTALLEIN ACCORD REINFORCE VNALLS /TSTRUSS TYPE #q GAU(5E VI RE (ASTM ri`1Ci ''WITH THE, GURR�NT EDITION S` OF THE "BU I LI7I NCG GODS A-�82) . I'<'� I N�ORO�MENT �OUAL TO "DUROV�ALL" I N BSD JOINTS R 1N UF2G l CONCRETE" -(AG1 51a) AND THE ® 1611 O.G., MEASURED VERTICALLY. PLACE PEfi�' MAR'S. "MANUAL. OF `_,-STANE1 ARD Ff;ZAGTI GE FOR. DETAI L.I N6 RE I NFOROEP I_NSTRUGTI ONS. NHERE SHONN, GORES. OF BLOGK MASONRY OONCf;ZETr ` STRU�T'UREa" . (AGI 515). ,ALL RE I NFORG I NG STEEL SHALL B� FILLED 1N I T'H GROUT VIII TIS MINIMUM GOM�'i�'�55I �1� SHALL: B DEFORMED BARS OONFORMI NCS TO "ASTM h 15" STRENC�TH OF x,000 �'.S.I . AT 28 DAYS, Of�OUT SLUMP NOT (L. / T ST' SDI TI oN) , &RADE 60 (MINIMUM YIELD STRENGTH � MORE THAN 611.C7%' OUT FOR FILLED GALLS SHALL BE 1`'OUR1~D 0 NI RE FABRIC. SHALL CONFORM TO OR FUMPED IN LIFTS NOT TO EXGEEI' f= I C-aHT (a) FEET IN HE I 6HT, ,ASTM r,5 a.. AND SHALL` BE GONSOL I DATED AT TIME OF POURI N6 BY. RODD I NC-� OR �I BRATI NC-�. FRO\IDE KNOGK=OUT IN GMU AT BASE OF rAGH F I LL.ED CELL TO ALLOW VISUAL \/ERI F I GATI ON OF COMPLETE 6R.OUT PENETRATION. 104'-0" r � RAIL GAP FROM 2x RAIL HT, w LANDING TREA125 FROM 2XI2'a 1 1/2" RND. MTL HANDRAIL PER SEG 1001 5606 (NOT SHOP" HANDRAIL HT a 5TAIR 2x4 5TU125 a 16" D.G. WITH 1/2" COX FLYWD ON EACH 51DE (TYPICAL) 5TAIR 5TRINGER5 FROM 2x12'5 5FACE UNDR 5TAIR AND LAN12IN6 15 NOT AC4E5515LE (NO 120OR5) SEGiION @ MEZZANINE SiAIR NMI U cv REV1510N5 PER 1:;/14/00 CITY COMMENTS MAP DRAM M.A.P. GHEOKED: M.A.P. DATE: C1 26-00 SCALE: A5 NOTED JOE3 NUMBER: 20700 SHEET: OF h 5HEET5 W -O" x W -O" ROLL -UP DOOR W -O" x W -O" ROLL -UP DOOR U cv REV1510N5 PER 1:;/14/00 CITY COMMENTS MAP DRAM M.A.P. GHEOKED: M.A.P. DATE: C1 26-00 SCALE: A5 NOTED JOE3 NUMBER: 20700 SHEET: OF h 5HEET5 �;'• r �- ..: � ..' � r r. ., _�. .�. � r. :.:. . ...... :........ i. .: ,ter r r. ., _, .. :. ,. .�. .1". �.. .. ;. �.. r :.: ,. ,' ... ... ..� r .. �:. 1 x- r f .. w .. ':, .. .. a :. r i � d .; , 1... ,.,, ,,. r... � r. ., .. ks .. .Y ,. �: �_. y---,.:......,_...u,...ar......nr,.e.�.. ..r ,. � n. . .. .. �. 1'. � x' .: ., ., 4,. ...r.. �. t ._tl �. � x '.�.`.. t ) �.. -.:.. .� .. is ..� �.� F: �' :. u„ .. `. .. ,�,. . e �. _.—_ .Lr,.w..-�_...��_—r—��_._xi_.�CevrL.J�rL_.V.r.:.r_... — ____... .: .... :.. .... ... _..::. ..� _ . _ ....t _ ._.. s , ,. ,:. _ ._ .__... , ........:�: ._... , f 1 ,, .. s. . �r. 1 �' v' :.' � I _w�.. � �' ,,, ter' . x r i�: r ... , 77 , - ,. a - • , , , r , n , , EYI O Y r C mum ®UIMEM mmum mama nm molmm � - MEMM molmmmm�m emu mmw m a 4 _ N.aW mei® MOSISommm EMMUM�© IM S"'mmm ��®MMW®El rvmr Wwww m-Wmwm� s ;f ,A �, l i .,, ��, , ,.• �� .,, ��, , ,.• �� if r f, c PARCEL Lb,, - 7OYA L,r A C P. t - -- ti ,_I •I A C • `° ; j , ,.-TOTAL JMPJ�FRVIDUS SURFACE );W)QE0 1..U_T t3, PLAT PGS. S,09 4 10 '§A1Jfi0RD C1 )JTfZAL PP .- FHfi5F_ Vit. 1.104 OTAi- ACRS 707AL jt+APERV)00S SURF )C'F, PROVIDSb, b„ 4 AC __,I MPERY, AQ�'Yt.WE t )'S rbc l LLOWZf) 4 , (. Ac. f pv),us suRRc piavi = 0., AC. l ✓ � �°�/ tai , ' 3i'' ��:�•,nJt+CC�, �'R:N�lrT'. q-tI7-�7tICaMICi-�'R.'P + ! i s 14 YACAWT __ 3z J . .�...✓�' " u ! , 4S° `' ,C1 /viL' Fa /9AW [. 71417Y XrSW) 17: M u ��*r41 i a qtr ,2 +�► a �"' e 3 I ;a q$o " ""." t AEti!} Gr+C �4 ' FRM0 STIC ;$' eq 16 ?7 - �• / � ► ! �tD1115 i S1Gly `�_De N iJ NOT �i 00 `f ia) } 4 NIGH •L, F•�•NC Is `� , , -•, tt P�c�P l L DaNG y W /� �; !o �J S. F', Sf ;} AOD " gtATH ` A �nvur�rxr t c est :a W A ;f 1 V / 3 AGA NT 4y ',oma' - :� � '::. +•,gqryyf^ ' 4i�:' \ •✓'•.,,X' ,.wv :'('•�".a.,y�y.►- yy'],r - 't., n:. ., S y,. '. T7� "." 9M IIM .Sy : 1 DO "OT L1GlfT wr «�• zx —^^-•-'�.. ,yc ` 11 � q « 4^dk)n"'► e;�, 'Nab ITI !xN'wR -41 q ,O >T'F aim zCIO'rte.?a 'L,v tow SPOT W011 G X11 W t T 4 $E N S01t ), rx e 7YP 7NRl 'C "G'uRB ! ove •.� w �u s ' L !JJ 10 12 S IrI 3 )a0\Ni4T-r <,,POT So 4 )1 ER PLAVOC �.. M rj"W rack t, WRLW i S •,� ti� I9 !� J : .... CUD 1; el -. fittTS �i�t t . q _ AJ I"R 1 �3;�� 1.`J; f t,. *, 2.a �. - , ,�''' pA! I �iw.t�at�K�S • O�S� r� GfxA 1��$ ' , • :, . - A e�U tE � . L , F"ENCe ' .r...�"`.•_. 3a leo 1�I�yg' TaTAL. SITE 1 f 9 A C. 4ia. 106%, A 1 MP !o. aa� Rv, - 4 c. C b %a /B 'ERV. -- 0,(oe AC op. �5.3 `-/a t(.3 4)ISPACTES)TE PLN GA RACE ST0 RAG P TUTAL ZSPAC�! REGI' 1i, -- /.5 SPfl�_E'S . GQp1 1 PLAN1 ..- 3C ► TaTAL Pf)CS . - Z3,z,�tAC> P Rrn1, Q Llr ,3 ` �, -THERE `i+1tLL PJO OU 5'i( a1�GEOP_QYVNE!IZ `T \lLGRZ0 1"C>A 0$=PI-A• R1 1A = G' e> til 7E R t A ! (' �'q' iy\ y}r�w' �f 1 '� TAKE EN ] {!�1j t . ,�' .. '''`) �'` j •'�•' ` �'.`'•,w,. 9 , a Y. .♦ . •.v,- :.:. M: • • 1 ,•r iT �� 1 11:.." FT^ `++f �/' I R ' A A.r f 1 ''�•'\. _/ l ". Gh✓ `•+' ^M / i ,.,,) V TI) _r ! �••• 1. Y d wlwr .r rte: w.m..•' z, T °' ' 1 V _ -ACTUAL CF) USZEAGF_ C)� SA "I til - 3 3z-0 �:, • . .. , �.» ,fit �oot�p#s I „• � ZEWER 'THAPU -P'HE REWr IrA 1NA-rid P )KRiCh-1 ION F"SC._ . i 1'-7'� EC.Ec— 1C - 17LA'�• PCi'WEP. AN)b LICWr s.-TSdA ur ! 1 QR: Kt`r1til�f� uRVE`It JC, WRIER- CI"T"E/ S > �b I, I y-.. 3, j OTs P, 9,E N07_T0 ea CLEAFk.l-D UT.)'rtt., - SITE`: ��3C� SANP0RC'� AN y,t\jup S�VJ�RMC.t R` RTS ,V E7..,. DEVE LOPM PER MIT 7th � R �fa►J�fJ� SJJ I �L • � �?7 3 - � s ''`"', •••J 2� n 1C�1N`C" !b 1�. Rf�PL 8 PERM ITS Aft<��I1t'"{- A IZE SCS{ 5 pt Pw>A{y �} ALL �1 ro��p ARf ��- 'dC> o 1a, r r.N `t', A uc a sz.`T t rJ TYPE ! PA R1C) r•�G A A L) `i"f� ► v A �.: c ill C , F 1. • .�t k '1�f T10tJ �8 19-3o-,smR � I/Z' RADIUS �i r�"1- � t� �'- lA B (0�1 ", / -. NOT LOCATED I • �1 1 Fit •• S 2 to 7 47 2 \ G f r , /ry '`� �) 0 ^yam 'T"ll P Z E - ••: FN4M E I '1' . �•' \ moi. , �. \�• .. .• f 7�r � ,� A41( : RE AIR C tpi OJCt: :� Wilsc' A*ssoclates 1 O� 1�TI�.1' V MAP # FRci�a� �El yc �60 . Langwcd orida 327 91-5266 :w►ei,: FkrA`� J ii0 NIl` IJV fkC' ph: 407= 3 39 = 5291 48 . CDC,— ti!Dcagu R�3W Dew: G ' 1 � 00 f►)Nprovod - fx: 407 3 - 5267 E1Gtk/ri G' 4 Oe- / A 7')p, Civil pale ( . ` Rodd H. Wilw,1 P.E. r 9714 Dnwir stA+' Sia No. � ........ .... ...._..__ U O .o Q U c� C1 N N C b U v C U 0 v w 1 v • � "71 AI :. a 3 �• _ _ =0000= 0 LJ Ca 14/ •� s i .._ ._. ._.,:su,'.3�"'«.:�"',"..,viegpez�,µ�r�t.;r,w�,.,, ULLJ a_ t Q L U 01 Z A ✓ W✓ p Lu !{� i• N «>a4 X O ! iI L i f✓ C i 4a C N N T) f1 ly k. O V 'C3 , C N Q i3 C Q C C� r G CID sri o CI) a KEY QTY PLANT & MATERIALS LEGEND Tailored Foam Of Florida, Inc. Sanford, Florida June 19, 2000 COMMON NAME. i (a Live Oaks b 03 125+ SOD TBD SOD 2 TBD MULCH TBD Elm Tree SPECIFICATIONS 10'-12' Ht., 2" Cal. ® 54" DBH, 30 Gallon 10'-12' Ht., 2" Cal. 9) 54" DBH, 30 Gallon Viburnum odoratissimum 24" O.A. Ht., 30" C.C., 3 GF/iL- Parson's Juniper St. Augustine 'Floratom' Bahia Cypress Mulch 1 Gallon, 24" O.C. As Indicated On Plan Right -of -Way, All Disturbed Areas 2 1/2"-3" Thick, All Planting Bevis LANDSCAPE GENERAL NOTES 1 . The Landscape Contractor shW insure that this work does not interrupt established or projected drainage patterns. 2. The Landscape Contractor shall insure adequate vertical drainage in all plant beds and planters. Vertical drilling through any compacted 411 to native soil shall be accomplished to insure drainage. 3. The Landscape Contractor shall be responsible lot oil materiuls and oil work as called for on the landscape plans and ei the landscape specifications. The list of plant quantities accompanying the plans shag be used as guide only. Contractor shall verify all quantities and report any discrepancies at time of bidding. 4. All plant materials shall be graded Florida No. 1 or better, as outlined under Grades and Standards for Nursery Plants. Division of Plant Industry, State of Florida, unless otherwise noted. S. All plant beds shag be top dressed with 7-3" shredded cypress mulch. 6. Landscape Contractor shall be wholly responsible for stability and plumb condition of all trees and shrubs and shall be legally liable for any damage caused by instability of any plant materials. Staking of trees or shrubs, if desired or requested by the Landscape Architect, shall be done utilizing o method ag,eed upon by the Landscape Architect. 7. All"specimen plant material shall be approved by the Architect prior to movement to the job site. 8. Landscape Contractor sholi dispose of stumps and major fools of all planti to be removed. Any depressions caused by removal operations shall be refilled with fertile, triable soil. placed and compacted so as to re-establish proper grade for now plantings and/or lawn areas. Finish grade before planting shall be +/- 3" below finish surface of adjacent paving or fop of adjacent curbs. 9. Sod to edge of existing trees: sod line to be a smooth monicufed line as indicated on plan. Bed line is to be approved by. Landscape Architect before installing sod. 10, All existing trees are to be protected. No fill material of use of heavy equipment around existing trees is allowed. Existing trees are to be protected by a wood barricade erected no closer than the dripline of the tree. 11. All existing plant material is to remain unless otherwise noted or directed by the Landscape Architect. Q. The Landscape Contractor is responsible for testing project soils. The Landscape Contractor Is to provide a certified soils report to Owner and Landscape Architect, The Landscape Contractor shag verify that the sods on-site are acceptable for proper growth of the proposed plant material. Should the Contractor find poor soil conditions. the Owner and Landscape Architect must be consulted prior to planting, 13. Ali grodes, dimensions and existing conditions shall be verified by the Contractor on site before construction begins. Any discrepancies shag be brought to the attention of the Landscape Architect 14. All proposed trees to be installed either entirely in or entirely of planting beds. Planting bedlines are not to be obstructed; smooth and flowing. 15. Landscape Contractor shall review orchilecturai/engineering plans to become thmoughty, familiar with surface and subsurface utilities. 16. Landscape Contractor shall co-ordinrafe with the lighting and litigation contractor regarding timing of rive installation of plant material. 17. Every possible safeguard shag be taken to protect building surfaces, equipment and furnishings. Landscape Contractor shag be responsible for any damage or injury to person or property which may occur as a result of his negligence in the execution of the work. 18. Provide pre -mixed plant material for use in annual beds consisting of 70% coarse pine bark, 20% peat & 10% perfile. 19. All landscaped areas to be irrigated with an automatic irrigafion system providing 100% coverage. Only pop-up heads shall be utilized in right of way areas. The irrigation system shall meet local codes. 20. Landscape improvements will be inspected prior to issuance of a certificate of occupancy. You must contact your local building deportment for a landscape inspection. PLA NT1N1 I&_ITAILS tlalox: X m 24'7 Trunk Shall Be Maintained In a Vert . Col Position - Pmle,:tine Rubber Hose Guy Wires f3) Shalt Be Kept Tout Z' Mulch Loyer 2" x 2'x 24" Stoke fWtgl W Tablet Planting Sod Mix Compacted Sop NFx r Set rang bed K"CH (AYER V-- MANtING SOR MAOI I! Y) Y; ___. COWACTi'o SOR wO( SETMO 9£0 flax. x m 24') A Shrubs & groundcoverscoaceni to straight Apdges stung tie triangular 9 spaced 1n rows porapef to the straight edge. B Shrubs & groundcoven odlocent to curved edges shag be pionted in rows paraflel to the curved edge. „ s a GARTH A. S I H W E I Z E R L A N D S C A P E ARCHITECT ant h o l o g i a i In c. r— (D 2' IRRIGATION EQUIPMENT LEGEND 0- Tailored foam Of Florida, Inc. Sanford, Florida June 19, 2000 SYMBOL DESCRIPTION An Rainbird 12" Pop -Up Spray Head Installed Using A 1/2" Flex Pipe With Minimum Of 12" Length 0 E Rainbird 6" Pop -Up Spray Head Installed Using A 1/2" Flex Pipe With 0 Minimum Of 12" Length Rainbird Shrub Spray Head Installed Using '/2" Sch 40 PVC Pipe With Re - 0 Bar Support X Rainbird I PGA Series Electric Valve A7 4 W 1"-3/4" Irrigation Meter By Owner AI 0 (D > Rainbird ESP "tOutdoor Irrigation Clock I " Back Flow Preventor 0 > Rain Check Device _92 1 1/4" Sch 40 Main Line U (D I ic \\\X, 'r . lotion Sleeves A Z lull I IRRIGATION GENERAL NOTES • The Irrigation Contractor shall refer to the landscape drawing when trenching to lay pipe to avoid trees and large shrubs, EARTH A. • All wiring from the irrigation controller to the remote control valves shall be UP -14/1 direct burial cable. All wire splices shall be made in valve boxes using only Rainbird S C H W E I Z E R snap-tite connectors and sealant. L A N DS C A PE ARCHITECT • Piping to a single head shall be 1/2" PVC CL -160 piping. Piping to a single rotor o n 1 h o I o g 1 0 1 h C. head shall be 3/4" PVC CL -160 piping, unless piping is sized on the drawing. • All main line piping shall be buried in 1-1 de th to h-, e r- y — 141 " I I Iul I IcoverU 0 1 t1k 1 lateral piping downstream of the main line shall be buried to a depth to have a 0 OPERATING DUR,_ ION minimum cover of 12". GPM -CYCLE 1 14 • The Irrigation Contractor shall coordinate with the electrical engineers drawing for 0 >< LU the exact location of the irrigation controller. 14 15 __-Spray • The Contractor shall verify all conditions and dimensions shown on the plans at the 210 >< C) site prior to commencement of work under this contract. 0 A. 195 0 Z r: -- U 15 0 • All irrigation installation shall conform to local codes and regulations. < 15 16 30 • The Contractor Shall be responsible for the final adjustment of the sprinklers arc and 30 CN radius to assure 100% full coverage. 0 Rotor30 • Unless otherwise indicated piping to a single spray head shall be 1/2" PVC CL -315 7 16 15 piping. 0 6 Pi < 8 • The Contractor shall coordinate with the Landscape Architect on the exact location 0 0 0 15 of the irrigation controller. Uj Z=4 C> +fi9— GPM • The Contractor to size zone pipe to provide maximum GPM to individual heads. 0 a 0 G_� Uj DCA SERIES RACKF(OW PREVENICR 12" ABOVE GRAM UNION GAtVANIZED FINISH GRADE GALVANIZED PIPE 7�,v,,AN,,, �A PVC MAINLINE" AND FITTINGS DOUBLE CHECK VALVE ASSEMBLY BACKFLOW PREVENTER 14, FINISH GRADE POP-UP ROTOR "i 3/411X tar, PVC FLEX, PIPE 314" PVC 90 DEGREE ST. ELL PVC TEE ........ ..... PVC LATERAL LINE POP-UP ROTOR SPRINKLER F'V(- MAI f WAYMeAPS VA., LArkiYnl- t INC 12" POP-UP SHRUB SPRAY HEAD SNAP -TITS FINISHGRADE, ELECTRIC VALVE EXPANSION ...... . VALVE BOX J_, PVC SCH 40 AL ADAPTER I CU. FT. PEA GRAVEL ELECTRIC VALVE OIL FINISH GRADE 4" POP-UP SPRAY HEAD 117)(1 Z'PVC ILEX. PIPE I /Z. PVC 90 DEGREE STREET ELBOW PVC FEE PVC LATERAL LINE o 4" POP-UP TURF SPRAY HEAD t 1A1VAC "fP1_ fi H' t W$Icl WIPIWl T0nWVAL%E1' RAIN BIRD WALL MOUNT CONTROLLER IRRIGAT16N USAGE CALCULATION CHART , IC. ZONE GPM OPERATING DUR,_ ION OPERATING TIME GPM -CYCLE 1 14 Z Spray >< LU 2 14 15 __-Spray 5 210 3 C) 15 Spray A. 195 0 14 15 0 5 6 1A1VAC "fP1_ fi H' t W$Icl WIPIWl T0nWVAL%E1' RAIN BIRD WALL MOUNT CONTROLLER IRRIGAT16N USAGE CALCULATION CHART , IC. ZONE GPM OPERATING DUR,_ ION OPERATING TIME GPM -CYCLE 1 14 15 Spray 15210 2 14 15 __-Spray 5 210 3 13 15 Spray 1S 195 4 14 15 J-Pn_y_-2.1.0 5 6 15 16 30 --Rotor 30 225b. 30 Rotor30 24a 7 16 15 spray 15 24,1) 8 16 is Spray_ 15 240 TOTAL GPM CYCLE Z=4 C> +fi9— GPM Estimated Weekly GPM Based On Every ler Day Of Opera tior4,0_=.oS_'s4Z G_� 417 S_4 _E t�T _41J7Y ._ . � .� __ _ ,� .,. .. __ ,, ,� _ m, _� .. - - - --- - - --1-- . , • i ., -, .. . .I.. ... . . .. I I I � I I . I I ... I . . ''. . . I . IP ACL Uoi, a 1 0 " ;5 PO " �►�E. . ', I .. I I . I I � I , I dolmanl . . ." L �. '. I . . . I . . I I � 11 I 11 I I � � . I 1, I . . . . . .. I . I . . ". I I . .1 ,� � � . . . . . . . . . .. I .. I . I . . I . . I .. I I .11 I .. 11 1. _. I .I. �' I . I . I . I I I � . . . . __ I . . I I . I . � . .11 � I I I . I . I . I. . . I I � . I I . I I I � . . I � . . .. � . . . IL I . I I . . I ' I . . I . � . I . I I I .. I 1. I . 1. . � I . I .. I . . . .1. I . . .. � I . . . I . . . I . . ''. I ". _ � I .1 . . .. . . . . I I . I I I . I . � . . . . .. �. . I � . � -1 I. .. I � . . I .� . ... 1 I . . . . . . . I . . . .I., . . ! . �. .. . I I : I .. I I I I * . .. I . . . I I I . . I . . 1�1� I . 1''. � .�'_,�--"'� - 1. . . I � . I . . . . . . I � I I � ( T�n_Ah CR = Iq AC,� I � (r. L. I ,.�, I L I I . . I I . . . I I . � I . I ----,-"" , I I I . LEGAL DESCY_ NPTjDQ : LO -T 13', PLF1T BK, � •9, PGS- `?,,D R Ip 'iiiAl_' {YY1F?ERVIDU-� SVP-1=OC>= ;-)?_.). -JE�:D W , �. S)c1NFbRp EfJT'�AI. PF-1R'r -Pr1r1S . III 1-\C. ><' So./o -. 0,S.7 AC.. 'g Tc� TAt. ACR17S . . _7OT�\ IrnPER\/)DuS SUIQ,V RC f'( ,ovtiJ t {l . • O, 5'� Ac1.1. . . 3 1. .1MPER."l. PR6111b1�6 O.6a?.)�C < RI_L6!G) D.O,Sa AC.. . -1 / � . J i `../1. �� al �� T�7 PEPIVI �.U�, S\)WFnr� ppOV.1D�Q (D: Cot AC.. �i?/ �,{'� 5•7.R W,M:t"?, Vt- PWd'T. x,70. �1- cv\ 1r RP i I , �, .' � ll7-011� ICQ- 5 f4 1�azt ' I . � .i ;I. 1. 1�- F )II n -r, • Cl.ty of � omford T1 .1 � ) i p ..11 �__' ,, . _w. / / C.L.P,r,�iC 1 Einginee. ' . � .. '.thz g Department . 11.i . ulp�R�1 sxie�f�P / / � n . Gl,� E . % fE�?pc . Approved by: ate: _ as i, {p / 1b' --'C•-T 8A? K .. Y A cr►JT f APProva.l su,,,Qc•t to. �! -� y �1 J \ 1. FUI Ccr :rzraia iv �JST nrset r ,l r,, rr:;ni City of Snnfotc! Ccxles, l - ad Developrrrsm R httions end li,, / . Z y l �/ 0 / _ as tt:;.y ai:_,ty. other ccrtc ; '� � .$\•/ ��_ �\� / f,1/ � V / [\I$9°!�i5 dZ" E .. I-1fo. 18' . I 2. Coatm ur is :: �rl:,t to obtain and rrair.�ass; all nits on site (City, Coun , S1RN/�✓TD, i11 o �` o FDEL',hla0"a,ttt 0i) t:; a;ts� 3?_ / %1 . I S 45 \ ,5•:pRJVN4(7,6 Al.JO UT/G17Y -cs.*Y)AIl - q5 '.. / 3. Contractor MUST call City ..1 =ar,.�.d F 1r,Na1}. Departracht (330-5656) for fi inspection,• 31 - .l 7 y o L--- --:..•- -- F`. C 91. prior to occupancy. i ,, e. �, .�� , {� ref 4. Call Sunshine 1-800-43.24770 for vtility loereces •;ri,7r to airy constriction. R \ ')j 1,w, �_ .� _. i , 1 JS". ' 5. Building permit is rEniTc! for any abu {;cFre;, �Micl'ares which shw include an developmert ' I ' 1 I1. ( ! N ` +;i, • D buff -e, screen walls or enclosure;. I . . \/�ff / 1 / Q v O 1 A 0 f7NTixR. I 11 \ (` 3�. , fYlf?7� ��i ♦ \ ♦ ♦ \� �O ti I �� 6. Site development plan approval shall bc^corne invalid unless a building permit is ined within , ` \ 7.:�, 3�. j { 1Q q 3 I twelve (12 nths of issuance. q' 2�N ` �O ` Ip 0 � � � O O zo . L1L1L Y ELLCW ' 7. Tta me ption shall be kept at a minimum and in accordance with the MANU ON r ' 1: 4j \ 1 P! UNI RAFFIC CONTR01,1?MCES. and FD ("I' Roadway and Traffic gn' a rj ^ 'j I qj `�� G'I 1 3 / �c .. o � ; , I Stu ds. OT Plan to be sub"tted to engineering 14 days prior to any street or 1 losum ry)/ \ /� ~ r` /'� a,, pntc/5 <ieRADtU'. 4 NE MD ? F1571r_ STpP 8. Contra rshalibe responsible all OS u' nts d �' J �Z / N . . .. ` ART 9 t QHCK x ROrvJ 5f oar �FlG K reSpOns for HA req irCrrle an IhC Florida Trench Act, 31. .7 S .� `� �M / - a• vj /' 0 IL z9' 18 l8 • `6 8 $ 43 Z0 Zq 3�O" HIGN IN N$ITY / 11 / 3p � �%1 � � \ 1) ,1 STOP SIG r\) _ . _5- .1 I I ID / . . . l a js N III I t lay q r �. ;_.. J \ Q ,y �% \y 1� Z % 1 I . . 6 .N Q I TRRU W a I ARF1XtNr1 y, .,k a ^t� . q n ) � rx m gyp; "� \ )� � StW� Y -. %..I G r r ; (•l _ � R � 1 3 - ___� � - . I KI - I C" ____ . Y x(07 Q ) � 3 ` ,41 I RRDIVS R ' � :.�, P6 G CUR$ t. U AC14 fjT C1 �. I Z LIta;T ► / fro S" f � � . . ti . • "� to 3 Cr I. - 40 * �' kv . IN 'tj� 3A' 3q'� 3T - t . 1 n T T , .i ,�,srF, oFF -3G93 S.'~. SIW j � ! . . . D P ,� z `' 2 a Cl F. 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