Loading...
HomeMy WebLinkAbout3803 Orlando Dr (a)cd�sr ��.5' oUr,�-ALG .%OAM9 �/LL 14. ,e9. yrs ,�ICI,G E55 ori CE"L /s = 32 X73 F"/rU/.5L1 �F�AD� 40'R Off` SEMINOLE COUNTY RETENTION POND •�iC`%/�DJ�'�U Q,�oi� � FENCE NPN V//4O'R cz/.C,B 11l/Le5_1_ > 20'R a a ell" //r/L,:!�-"r /rvk/ 45' -loco =0" 30" \75'R i h' I oda 0 I os 5'R N. 40OW o, AREA LIGHT5'R 2'R a�+ �OrVT,�DL ,�r.CUcTI/.P� +Nlb a� LTJ GRAPHIC SCALE 20' 0 20' 40' Act, SCALE 1"=20' .� ; n L4'�r� . 1 �ju k�L■ IR1�r�11F�•��a,�l►'i!kyl A,'"� •�a� VACANT PARCE o 01. yap• eal& '7"' 4rZI" /rl/LET" G. 4 79 Nc� Al 11VV 45. C /l/li Qy' �/� CUSTOMER SERVICE AREA N G Z R Q. AREA 2 WATER,AIR,VACUUM STAND,LIGH't LIGHT K�l` �(/ (`r�� /� / + 6' HIGH /[,) EN;E (CODE) a`O � � � �(• /�// pl� ti a kx aK %K tllb 41 00 1 ab a�It 0,� 4 ow --, A A a� WV� •N sz��` 1,1 flu �� p� ,�1 LIG T 6 1� _ 0 iW kl e+ 1 )±a 0 l M ANFORD MUNI, 1II w n Q 71 o E_ H Qi icy f�� O Itz LOS �•. �1. i4 1`104 117A. t.% z W WW Ro n cl N 0 0 AIR L , ESTS. �` I1p V PriHE MGT )9 - - g dyy a t4 41 0 a .. & i r x BF Y .--6 BG 13 BH 13 Btt� 24 19 20 I 1 621 Al C—+ SECTION 14, TWP 20 S, RNG 30 E ORANGE COUNTY, FLORIDA FLOOD ZONE NOTE: PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 120289 0045 B, EFFECITIVE MAY 5, 1981, THIS PROPERTY IS LOCATED IN ZONE "C", AN AREA OF MINIMAL FLOODING. ABOVE -GROUND OR UNDER -GROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION: CALL "UNCLE" AND THE UTILITY OWNER(S) 48 HOURS PRIOR TO BEGINNING WORK. 1 (800) 342-4770 LEGAL DESCRIPTION BEGIN 281.10 FEET SOUTH AND 325 FEET WEST OF NORTHEAST CORNER, GOVERMENT LOT 2, SECTION 14, TOWNSHIP 20 SOUTH, RANGE 30 EAST, RUN NORTH 106.69 FEET, THENCE NORTH 78 43 MINUTES 9 SECONDS WEST 352.27 FEET,THENCE SOUTH 25 DEGREES 30 SECONDS WEST 194.14 FEET, THENCE EAST TO A POINT OF BEGINING. 1.288 ACRES MORE OR LESS. PARKING REQUIREMENTS REQUIRED PROVIDED CAR WASH - 1 EMPLOYEE 1 1/2 SPACES 2 SPACES G.S. BUILDING 920 SQ. FT. 1 PER 300 SQ. FT.=3 3 SPACES 1 HANDICAP SPACE 1 SPACE 5 SPACES 6 SPACES DIVA v �Ito, eu�8 5 i z2P�/it/�9GE — v�T. ✓Df�/Vs �7�/�,2 GI/.9r��2 /i/J.�l/V,9�E/ Ad -d, " ,►�, �o ao+�� a ,O1W �.0,e.,tJ//l/.�G� a�� GENo /= 1 �� ah �� TT, CU,E'� /i(/Or a/!/E!7/..9'y �� a 0 11' //f/!� CG SL /7 4& 2 GOit/itl. - p, E Dl" ,t ' pro 14 PERMIT DATE .w EpGE °F pI�FR " - -12° _4 G�t�i� 75'R RESIDENTIAL �-- COMMERCIAL_ - co ;Ayl�, /� ADDRESS aa.�•0 � 13 _ . n O Vel N E R A 25' BUILDING SETBACK LINE 14"251_wle5lzY CoNTRACTOR_) ri a �� /j,�pC•` /��i�GJ�J VFI:..UATION 4) 'R Gc lY/,�i�i� APPROACH � �4�aa HIS APROVL 10' LAN SCAPE BUFFER a+ a VIOLATE'�AIIYAAI'i Ll /1 31Li1 l;l}L.:, 8FT N PO o O a , 4a—_-----_-_---------___—� ON JOB AT ALL arab ID/PRICE/CW GN o }`L I° LOW L L t 8 R a 40OW TWIN FIXTURE I HT AREA GHQ W/POS O 5' SID LK �GGvv4/R EMOVEELOCAT 5' SIDEWIA K UTILI POLE TRAFFIC SIGNas U ITY POLE -- - SIGN MO ELOCATE a - ` - - SUPP To UTI Y POLE OBOTTOM OF BANK 01 5�°�O TOP OF BAN}yC -- 1-`-- XIS a`L I BOTTOM OF BANK a0 M HOLE BOTTOM OF BANK AFFIC a O �1BOTTOM OF BANK O'L 1 —SI COAL — — - — — —�— — — — — —. �. } POL CONTROL t1 BOX o TOP OF BANK 4� R____ �lD ,,r/G a 35'R NEW 40'-0" APP OACH 35'R a0 a TOP OF BANK — o h a a`° a`° x0149'-6" a r�,� a� as � FRE D RI C H G. MORSE, P E. A � � � � � � � � � � FLORIDA REGISTRATION N0.22868 ' DATE: 0 � zo Q o E_ H Qi icy f�� O Itz N in z W WW Ro n cl N 0 0 0 Q U1 V C—+ X �arU 0 Q H Qi icy f�� O c C�2 � �cc) z O lZocto W W 0 W m _ E- Q V ©p F4 O ax ,4, a o h� O � N 00 < I N '0 �'0 2O O a oc � O � ~o n (n J o � or a N 0 .O�it/OTE-5' 14 4P .4"- �V7- 14112 7; i &Ala SEMINOLE COUNTY RETENTION POND 40'R �u b, ti° b I UTILITY POLE 11 w. 40'R li I ?•" 0 I , 10' �0q 1 30" 75'R J \ 5'R ti'- 40OW o, AREA LIGHT5'R 2 V ro \ c N n 'yam a vV - \ � N G n r 0 Lq Q nth o pit 7 � N m ro h O Q v b� a 0 ai NTS w 21 �-- O (n J b � 1 co 30'R �. , 40OW AREA 5Ft , b LIGHT 2�- Wu �x CJ ,1 lb rn CUSTOMER CUSTOMER SERVICE AREA b G ,\ b a, h li I ?•" 0 I , 10' �0q 1 30" 75'R J \ 5'R ti'- 40OW o, AREA LIGHT5'R a� SECTION 14, TWP 20 S, RNG 30 E ORANGE COUNTY, FLORIDA a 0 PIN ND - bx+b O 1 4\ \t��\ a�+ a 2 1� ro \ c N n 'yam d- vV - \ tA, J` N G n r 0 Lq Q nth o pit '1 a1 � N m ro h O Q v a 0 ai NTS w 21 �-- O (n J o -n � J 2R o 0 co 30'R �. 40OW AREA 5Ft , a� SECTION 14, TWP 20 S, RNG 30 E ORANGE COUNTY, FLORIDA a 0 PIN ND - bx+b O 1 4\ \t��\ a�+ a ,_A1w0!/E ( Z.F" Ze 2�Z.F .STOP ,EA.2. CDit/�t/�CT To ` I' �1Wj c a !7+ 00 p�o� ON 010M �� u h° 2'-4' 2� _ p 00 b�+ r) util - k a OW ,00 plyA ltRl OLIG 6 Como, -� `� p W Ep u �►�° o l r �U► ItEGuV� 11 ,n Bull ou+c Q 0 a CANOPY I EGEND �o UD V� 1 t a o_ 25' BUI DING SETBACK LINE ------ ------------------- ---- - 0 35'R 0 r7 GRAPHIC SCALE 20' 0 20' 40' SCALE : 1"=20' VACANT PARCEL ZONED GC -2 - FLOOD ZONE NOTE: COMMUNITY PANEL NUMBER 120289 0045 B, EFFECITIVE MAY 5, 1981, THIS PROPERTY IS LOCATED IN ZONE "C", AN AREA OF MINIMAL FLOODING. ABOVE -GROUND OR UNDER -GROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION: CALL "UNCLE" AND THE UTILITY OWNER(S) 48 HOURS PRIOR TO BEGINNING WORK. 1 (800) 342-4770 LEGAL DESCRIPTION BEGIN 281.10 FEET SOUTH AND 325 FEET WEST OF NORTHEAST CORNER, GOVERMENT LOT 2, SECTION 14, TOWNSHIP 20 SOUTH, RANGE 30 EAST, RUN NQRTH 106.69 FEET, THENCE NORTH 78 43 MINUTES 9 SECONDS WEST 352.27 FEET,THENCE SOUTH 25 DEGREES 30 SECONDS WEST 194.14 FEET, THENCE EAST TO A POINT OF BEGINING. 1.288 ACRES MORE OR LESS. PARKING REQUIREMENTS REQUIRED CAR WASH - 1 EMPLOYEE 1 1/2 SPACES G.S. BUILDING 920 SQ. FT. 1 PER 300 SQ. FT.=3 1 HANDICAP SPACE 5 SPACES PROVIDED 2 SPACES 3 SPACES 1 SPACE 6 SPACES C\2 O \ n 'yam d- vV - \ tA, J` co 0 Lq ,_A1w0!/E ( Z.F" Ze 2�Z.F .STOP ,EA.2. CDit/�t/�CT To ` I' �1Wj c a !7+ 00 p�o� ON 010M �� u h° 2'-4' 2� _ p 00 b�+ r) util - k a OW ,00 plyA ltRl OLIG 6 Como, -� `� p W Ep u �►�° o l r �U► ItEGuV� 11 ,n Bull ou+c Q 0 a CANOPY I EGEND �o UD V� 1 t a o_ 25' BUI DING SETBACK LINE ------ ------------------- ---- - 0 35'R 0 r7 GRAPHIC SCALE 20' 0 20' 40' SCALE : 1"=20' VACANT PARCEL ZONED GC -2 - FLOOD ZONE NOTE: COMMUNITY PANEL NUMBER 120289 0045 B, EFFECITIVE MAY 5, 1981, THIS PROPERTY IS LOCATED IN ZONE "C", AN AREA OF MINIMAL FLOODING. ABOVE -GROUND OR UNDER -GROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION: CALL "UNCLE" AND THE UTILITY OWNER(S) 48 HOURS PRIOR TO BEGINNING WORK. 1 (800) 342-4770 LEGAL DESCRIPTION BEGIN 281.10 FEET SOUTH AND 325 FEET WEST OF NORTHEAST CORNER, GOVERMENT LOT 2, SECTION 14, TOWNSHIP 20 SOUTH, RANGE 30 EAST, RUN NQRTH 106.69 FEET, THENCE NORTH 78 43 MINUTES 9 SECONDS WEST 352.27 FEET,THENCE SOUTH 25 DEGREES 30 SECONDS WEST 194.14 FEET, THENCE EAST TO A POINT OF BEGINING. 1.288 ACRES MORE OR LESS. PARKING REQUIREMENTS REQUIRED CAR WASH - 1 EMPLOYEE 1 1/2 SPACES G.S. BUILDING 920 SQ. FT. 1 PER 300 SQ. FT.=3 1 HANDICAP SPACE 5 SPACES PROVIDED 2 SPACES 3 SPACES 1 SPACE 6 SPACES C\2 O \ � d- vV - \ tA, J` co 0 Lq Q nth o O O ^ fi - O Q v a 0 ai NTS w 21 �-- O (n J a6+N0 vU) J 2R o 0 0 30'R �. 40OW AREA 5Ft , r��xL O LIGHT 2�- Wu �x CJ * lb rn CUSTOMER CUSTOMER SERVICE AREA G WATER, AIR, VACUUM STAND,LIGHT a0+° ,_A1w0!/E ( Z.F" Ze 2�Z.F .STOP ,EA.2. CDit/�t/�CT To ` I' �1Wj c a !7+ 00 p�o� ON 010M �� u h° 2'-4' 2� _ p 00 b�+ r) util - k a OW ,00 plyA ltRl OLIG 6 Como, -� `� p W Ep u �►�° o l r �U► ItEGuV� 11 ,n Bull ou+c Q 0 a CANOPY I EGEND �o UD V� 1 t a o_ 25' BUI DING SETBACK LINE ------ ------------------- ---- - 0 35'R 0 r7 GRAPHIC SCALE 20' 0 20' 40' SCALE : 1"=20' VACANT PARCEL ZONED GC -2 - FLOOD ZONE NOTE: COMMUNITY PANEL NUMBER 120289 0045 B, EFFECITIVE MAY 5, 1981, THIS PROPERTY IS LOCATED IN ZONE "C", AN AREA OF MINIMAL FLOODING. ABOVE -GROUND OR UNDER -GROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION: CALL "UNCLE" AND THE UTILITY OWNER(S) 48 HOURS PRIOR TO BEGINNING WORK. 1 (800) 342-4770 LEGAL DESCRIPTION BEGIN 281.10 FEET SOUTH AND 325 FEET WEST OF NORTHEAST CORNER, GOVERMENT LOT 2, SECTION 14, TOWNSHIP 20 SOUTH, RANGE 30 EAST, RUN NQRTH 106.69 FEET, THENCE NORTH 78 43 MINUTES 9 SECONDS WEST 352.27 FEET,THENCE SOUTH 25 DEGREES 30 SECONDS WEST 194.14 FEET, THENCE EAST TO A POINT OF BEGINING. 1.288 ACRES MORE OR LESS. PARKING REQUIREMENTS REQUIRED CAR WASH - 1 EMPLOYEE 1 1/2 SPACES G.S. BUILDING 920 SQ. FT. 1 PER 300 SQ. FT.=3 1 HANDICAP SPACE 5 SPACES PROVIDED 2 SPACES 3 SPACES 1 SPACE 6 SPACES C\2 O o� � d- vV � co 0 Lq Q o ` O ^ fi - O Q v a 0 ai _ OCd w 21 �-- O (n J 1= vU) _. 0 Q , r��xL O f4a a Wu �x CJ <r rn G �4 H 0 Q (Da CD �4 E-' (D ©� N F (D I !Q �Q 0o z m U 1-1 - o Cs7 iz- � �I C4 0 Qv O E-4 O ZE-� d' a r o -,z? to v W H U � OTS I.) AN� �OAV ti /pt2tC (O ��, Imo^lam tKI 5g.NktNIOLE Cou�►-ry 12tCrl.t f- Dt;-W�.�/ W1t,t, � U1R� A coF1��Ru�TForl Lo,JE PLArJ Pr -_r ­M1 -r AKIN Al:�`'rzo\/AL, TOM 'ft2A�FlG IC�tr lE lr.1C? A( LEA�r pl�/� pA' \js PkloR --ro CUMM�1Ci✓Mi:ni� 10 LANDSCAPE BUFFER •� Mom ID/PRICE/ SIGN I ,o}`y0 ah+ LOW L rL 18'R a� a --- - 400W TWIN FIXTURE jj_�? b AREA 'HTAREA GHQ W/POS 5' SIDE A K S 2500 30 W 194.48 EMOVE/RELOCA h 5' SIDEW9� GO�.�T .�'�•�"��TG/l�'�'r ,\ UTILITY POLE o SIGN o UT ITY POLE b N SUPPORTo M ELOCATE ab �-]%yQ OLE UTI Y POLE a— gOBOTTOM OF BANK +0� a y+4' TOP OF BA 9}5C HOLE-----____�A tKBOTTOM OF BANK a - •� BOTTOM OF BANK —U71LLL1L TRAFFIC a - q _ —SICPTA� _ _ O �'IBOTTOM OF BANK (g POLE CONTROL ' \. a`� 45 R ,� PKOVIraE - - — — - — b — — — a —a`� BOX _�- _ O TOP OF BANK 50SrOPSIG 35'R NEW 40'-0' APP OAC H ------ ---��' __ ---- ----- -- — ---- —� 35'R a a TOP OF BANK aO�.�' g Zt1' ° b 149'-6" b ah r arSTATE ROAD 15 & 600 lelc--19-r% U*S* H 17 2 FREDRICH G. MORSE, P.E. FLORIDA REGIS'T'RATION NO.22888 DATE: O o� � d- vV � co 0 t) N N o 00 Q O ^ fi - O Q v a 0 ai _ OCd F— () t a_ �-- O (n J 1= o� Q n N Q , �. r NOTE: I. ENTIRE MAT TO BE POURED I )N :TEND 18 .G COVER PLAN GALV, 90° ELL. TO IBRATORY >LAB d N 13 A/C PAVING FILL TUBE SEE DETAIL 'A' THIS PAGE gyp stov•=—o �, v :�°Q,O °o"vv ,o♦v • O 000. • v . ° V o V. • _ oo v ° STAGE I- 4' DIA. PUG/.020 FACTORY VAPOR INSTALLED SLOTS RECOVERY E TYPICAL TANK LAYOUT QOM) SCALE: 3/8' = 1'-0' JUNCTION BOX CROUSE HINDS OR EQUAL --j "!moo � � �• �. V•a -o; v v• .vo• � CONDUIT TO LINE LEAK DETECTOR - TO PUMP-7;�,� - MOTOR RELAI I I I I t I 1 I I I I I I I I 1 I I I I I I I I I I 1 i2i 3 4 5 6 ii I 1 It II Ip I1 II II II II II II Ii II 7 II II II SEE DETAIL 'C' THIS PAGE 3) r_ONC. TANK SLAB V -7* - 9v �. v, ?^ -a a v - MANIFOLD IF REQUIRED 11 111 If INSTALL)I6' IV PREASURE EQUALIZATIC HOLE 11 11 JUNCTION BOX CROUSE 4ANKVEN T HINDS OR EQUALSEE DETAIL 'D' THIS PAGE � o� tet. o •• ,_....�L .:3L• ,_.. O APPROVED BACKFILL II 1' CONDUIT 3 TO PANEL FIBERGLA. II PIPE 15 II 16 a SEE DETAIL 'B' THIS PAGE /--- A/C PAVING PAINT I'WHITE BANB ON CONCRETE AROUND OBSERVATION WELL '—"� JUNCTION BOX CROUSE HINDS GENERAL NOTES GAUL.OR EQUAL MATERIAL LIST NO. PART MATERIAL C C;1 90° ELL GALV C2 FLEX CONNECTOR 1. THE INSTALLING CONTRACTOR SHALL CERTIFY THATCr~ U G) eA1 THE UST SYSTEM IS INSTALLED IN ACCORDANCE WITH X ...i f'` z PART 280 OF TITLE 40 OF THE CODE 1 G-rrl •, OF .FEDERAL REGULATIONS FOR UNDERGROUND STORAGE SYSTEMS. THE METHOD OF RELEASE DETECTION 1S TANK/LINE TESTING - 2" DIAMETER Y/[7H INVENTORY CONTROLS. FLEX CONNECTOR �'s, ir`L w 2• CONTRACTOR WILL TEST THE COMPLETE TANK AND PIPING SYSTEM LL"r I 1'1 r Lt; WITH AN APPROVED TESTING DEVICE AFTER PAVING IS COMPLETE. {r-• cl 3'x2" REDUCER THE TANK TEST SHALL COMPLY WITH PARAGRAPH 280.43 (C) ANDtail ��-j u.; i THREADED ADAPTER THE LINE TEST SHALL COMPLY WITH PARAGRAPH 280.44 (B) OF sI .7 r_.) V) („ CONTRACTOR TO FIELD DRILL SKIRT PART 280 OF TITLE 40 OF THE CODE OF FEDERAL i 5' c!> AND INSTALL 4 - 34x12° REBAR REGULATIONS FOR UNDERGROUND STORAGE SYSTEMS, r) I -• ('I 1J.i -TO TIE BOX INTO CONCRETE MAT. Ii SUBMERSIBLE PUMP 3. REFER TO PLOT PLAN FOR LOCATION AND SIZE OF ; /r iarTti TANKS, VENTS AND REQUIREMENT FOR TANK HOLD DOWN.} C JUNCTION BOX i`cr. I �n'c; CROUSE HINDS- 4. REFER TO MATERIAL LIST FOR APPROVED EQUIPMENT. t DETAIL C 5. SEE SHEET w 2 FOR TYPICAL VAPOR RECOVERY !? ,,j 6, r aPLAN OF TURBINE MANHOLE/013PIPING DETAILS F f.jrf-;I 24' 2: 6. ALL WORK SHALL BE IN ACCORDANCE WITH PUMP AND TANK In SCALE: 3/'=1'-O' MANUFACTURER INSTALLATION MANUALS AND ALL 'APPLICABLE • REGULATIONS. " N '.:d•::'o 7, NO PIPING OR CONDUIT SHALL CROSS OVER TANKS. 4' y °... 8, TOP OF VENT PIPES TO BE A MINIMUM OF 5' AWAY FROM C C1 CHIMNEYS, VENTS, DOORS AND WINDOW OPENINGS. 6 FIBERGLASS TUBE 9, ALL PIPING SHALL BE APPROVED FIBERGLASS UNLESS OTHERWISE _ MANDATED BY LOCAL CODE. ci 1Q' C2PRODUCT AND VENT PIPING TO SLOPE TO TANK I PER FOOT i~ (PEA GRAVEL 10. MINIMUM. a' I tp 18 cD 11. DISTANCE BETWEEN TANKS AND DISTANCE BETWEEN i N 2' O'D �`- PEA GRAVEL TANKS AND EDGE OF TANK HOLE TO BE 2' MINIMUM. f, �j i - 1. �``�� 12. ALL MANHOLES SHOULD BE RAISED 1" ABOVE GRADE WITH I O SMOOTH TRANSITION TO IMPEDE WATER FLOW IN -TO BOX. ,f, �z FIBERGLASS TANK MANIFOLD 13. FLEX CONNECTORS ONLY AT STP AND DISPENSER. , IF REQUIRED NOT TO BE USED FOR PIPE CROSSOVERS. '. SECTION C C 14. CONTRACTOR TO USE BRASS PLATE TO TAG L, EACH TANK (E.G. TANK #1) TURBINE MANHOLE 15, 4' DROP TUBE TO BE cur TO ENSURE 6' DISTANCE FROM TANK DETECTION PLATE. SCALE: 3/'-1'-0' f/1,V TANK NOTES-. , MANHOLE COVER OBSERVATION WELL NOTES 1. TOPS OF TANKS TO BE AT SAME ELEVATION. 1. (2) 4' DIA, PVC SLOTTED WELL SCREENS 1 C ,I. BLACK TRIANGLE (MAX. SLOT .020') WILL BE INSTALLED AS 2. TANKS TO BE INSTALLED LEVEL. 0 sl 0(111 RE UIRED BY LOCAL CODE. SLOTS WILL r, : pr 1 EX END TO WITHIN 12' OF GRADE. a -I W�'fcl; r,;,I 0 o WHITE BACKGROUND 2. EXTEND MONITORING WELL A MINIMUM OF 24' BELOW BOTTOM OF TANKS OR RECESSEDi' Qs IN CONCRETE SLAB SUMP, + 3. LOCAL CODES MUST BE CONSULTED TO INSURE r. w ' ADELUACY OF SIZE, PLACEMENT AND NUMBER r �_L u OF WELLS. Cj c., .. V, ,: EMCO WHEATON A721-001 1' CDT,W/SEAL (TYPICAL) CPAD CROUSE HINDS UNCTION BOX - - OBSERVATION WELL MANHOLE OFF FITTING (TYPICAL) PAINTING NOTES FOR FUTURE USE GAUG.OR EQUAL LOOP CDT, FROM i z 1 AIN - _ TANK TO TANK � COLOR 01 1 I 1 II II •°° O EMCO WHEATON A720-001 V-1 ' z ) LOCKING CAP AND COLLAR CAP <1 (f} I 0 SUBMERSIBLE • ' ° 4' DROP TUBE ,���� FILL e P P PUMP ••o;,•Q; ii�ii U.f . oe�' D ° INSTALL BOTTOM 4' WELL SCREEN OR SLOTTED �i/�� i D FL � 1 TANK VENT fL II d • O O q 4..1) �t .•' v WELL CAP (.020) PVC EMBEDDED IN GAUGE W ED •'r4' ,e •r • ° o,• \ o u ' • _ D.. �, y., :4�' J'' •°• o r90 .� ° ° g P;•,q•:°';,.P GRAVEL BACKFILL. DIAMETER r MAY VARY TO SUIT © (f) �C s,.°,• ,4; •r4•°:•',4 D:,.4. ° ° . • D g a,•:•. ° 3" LOCAL REQUIREMENTS. CIRCLE TED -f W �(O •O .. O O ,, ' • D •••. •, D O O O • O , • ° \ V 0 • ,.. •♦ . • 00 \. h P,.° • O. • O , 0, , D • O O • P 0 O 'o♦ -7\irr9°7o $i� 4i4;9x'b•itR%�Q ` p ,•:f4`On4�v-r? v'i4-y• `iR _i4'�•,S`P��r4_°'•_i4`o' ° r^rQ=v �- --D -;4 0"-;�r'iq o0 •�4� �v �r4` �r4` v` -'-q v' r;q-Q�--' q-o's;?_Q'-° 'o i$♦'r� 2n 1 _0 4!-,i.1i-0 1• -r"r0.3T�:*P't;Y�° �r*vr :1�:D• r° -x -,- ••s ate. Ta=+,=, o --a r♦: -Lo =v =r �r rs G. DETAIL COLOR �2 36'x36' MANHOLE C� � ;�• �.•, �-.�_. .0.-;.1, o _: .ter R.C. FT T IL B DETAIL D 12' APPROVED • BACK FILL UNDER 3' LOCKING OBSERVATION WELL MANHOLE PRODUCT IDENTIFICATION - COLOR CODE UNDERGROUND TANK FILL PLAN OF TANK GAUGE MANHOLE C0 D'L) #4 BARS 12' O.C. EA. WAY ALL SLABS + -TANK TO CONC, SI AB OR TO SOIL BED � , r MANHOLE COVERS PAINTED AS FOLLOWS: LLI <1 p_ SCALE: ! -1 0 -1 �[ -- 1#5 FULL LENGTH OF SLAB EA, ROW OF ANCHORS " REGULAR - CENTURY REO 0 > (� HOOK ANCHORS UNDER REBAR UNLEADED - %2 CENTURY RED & h CENTURY BLUE z ) V CONC. PAD DIESEL - FOREST GREEN & I/2 WHITE (TYP) -I co � SUPER UNLEADED - %z WHITE & %z CENTURY BLUE Ll_f ;E: •I ' VAPOR RECOVERY - ORANGE°w', • 0 CD � C[f . TANK & PIPING SECTION A - A OBSERVATION WELL - WHITE W/ BLACK TRIANGLEb: °D F- 0 • SEE TANK NOTE #1 - ALL OTHER MANHOLES PAINTED BLACK :4; :q; ''•q'° p (f)U•1. SCALE: �g - 1 -0' 1%2' GALV. SWING JOIN 2'x1%2' F.G. ADAPTER 1%2" VENT LINE-.)§ - C� 3'-0' SQUARE r_0Nr_• PAD T 4' FILL 1%2' VENT PIPE I' SWING—�\d 14 JOINT TO REMOTE FILL IF REQUIRED 2' SWING JOINT 24' WASTE., OIL TANK FUEL OIL TANK 1M GALLON 1M GALLON WASTE/FUEL OIL TANK DETAILS 2' FILL 78' SUPPLY COPPER %' RETURN COPPER 1 19 5 o 0� 0 7 _ 0 0 o Qoo Q o o 0 0 o 0 4' ALUMINUM (7 ) DROP TUBE r T^ -:4' TANK FLANGE O •. 4 ;.• :.4. ,: TOP OF TANK O ♦'Q' 4• ` 4' DROP TUBE INSERT P• • I -- z LU U- - Zo 45' DEFLECTION PLATE DETAIL A T�. cars►,-+ 4"' FILL & MANUAL CON'N�-CTIQN W/DROP TUBE VAPOR RETURN HOOK-UP •• NO SCALE 4' SCH. 40 SEAMLESS F - -.,TD, GALV. S7L. PIPE CAP GALV. STL. PIPE FOR FUTURE TANK GAUGE SECTION 'DD' TANK GAUGE MANHOLE C SEE PAGE 7 FOR ADDITIONAL DETAILS 0 (U oc� MATERIAL LIST i C(JI ' ITEM DESCRIPTION ( EMCO WHEATON DPW FURNISHED O - - - - �- - -- - - - _ --- - -t-- -- -- - - - -- - -- - _ _ - - - - - - - BY � o C O rI t}l -- - - -- - - ---- -- ---- --- - - v ---!-- - '- - r 1 EMCO WHEATON TIGHT FILL MANHOLE A1003-001 GC 2 OBSERVATION WELL A721-001 GC I l , -- -- ---- - -- -- - --- 4 � U I�. 3 12'MANHOLE A717-020 104 A o v q) [t' , I v 4 4' FILL CAP ---j A 97 634 TT _. - � _ �C .__...._. j MET 5 i 4' X 4' TIGHT FILL ADAPTOR A 30-014 633 TE j GC J - - —_ -- ---- ---- - ----- - - --.._ .t_----- --- ---- - r -- - 6 i SUBMERSIBLE PUMP WITH LEAK DETECTOR RED .JACKET W/PLD M SEP 1 _ C, 0 7- - --I-4' DROP TUBE- ----- - - -- -- - -'--- - A. 20 - - -- _.1 61 T - - -- ! - GC 8 4' X 2' REDUCING BUSHING - _ ---� - --- GC 9 2'x3 'X%B' DUPLEX BUSHINGS I - -- _ .... __. _ ___ GC 10 'MANHOLE 36' f6 - --- GC - OWENS CORNING OR XERXES 11 I F IBERGLASS .TANK -_- -_- --- --_-. _ _ __---_ i M 4' SCHEDULE 40 SEAMLESS GALV STEEL PIPE -- - --- - i GC Y3 'X 24' MANHOLE I _ _ Mty 14EXTRACTOR FITTING A79-003 233 VM6045 I GC PLANS PREPARED 6Y -' 15' FLOAT VALVE (16') ; A75-002 53 VM -15 C GC _ —� _ _ - _ I _ _---- ._....__ _ _. - _ , I`�) D Irl 16 __jEXTRACTOR PIPE CAP 584 _116 - _ GC c 17 ISLAND ISOLATION BOX FIBERTRENCH4-- M ENGINEERING t Q -, Y- ­ ,: P.O� $OX 5x68 IAKELAN, FL.O3807•, 18 TIT FLEX SOILSAFE 30 rITEFLEX M f fa,I3: 646791 3Rl. C l Lel' 1�. 19 VAPOR ADAPTOR A76 GC <L 20 IVAPOR ADAPTOR CAP A99 GC f ` I OLD DWG.# 60118AOI DESIGN- FILE NAME:6Q139,406�DC1IJ / V Mf 4 s F. A. C� 3'-0' SQUARE r_0Nr_• PAD T 4' FILL 1%2' VENT PIPE I' SWING—�\d 14 JOINT TO REMOTE FILL IF REQUIRED 2' SWING JOINT 24' WASTE., OIL TANK FUEL OIL TANK 1M GALLON 1M GALLON WASTE/FUEL OIL TANK DETAILS 2' FILL 78' SUPPLY COPPER %' RETURN COPPER 1 19 5 o 0� 0 7 _ 0 0 o Qoo Q o o 0 0 o 0 4' ALUMINUM (7 ) DROP TUBE r T^ -:4' TANK FLANGE O •. 4 ;.• :.4. ,: TOP OF TANK O ♦'Q' 4• ` 4' DROP TUBE INSERT P• • I -- z LU U- - Zo 45' DEFLECTION PLATE DETAIL A T�. cars►,-+ 4"' FILL & MANUAL CON'N�-CTIQN W/DROP TUBE VAPOR RETURN HOOK-UP •• NO SCALE 4' SCH. 40 SEAMLESS F - -.,TD, GALV. S7L. PIPE CAP GALV. STL. PIPE FOR FUTURE TANK GAUGE SECTION 'DD' TANK GAUGE MANHOLE C SEE PAGE 7 FOR ADDITIONAL DETAILS 0 (U oc� MATERIAL LIST i C(JI ' ITEM DESCRIPTION ( EMCO WHEATON DPW FURNISHED O - - - - �- - -- - - - _ --- - -t-- -- -- - - - -- - -- - _ _ - - - - - - - BY � o C O rI t}l -- - - -- - - ---- -- ---- --- - - v ---!-- - '- - r 1 EMCO WHEATON TIGHT FILL MANHOLE A1003-001 GC 2 OBSERVATION WELL A721-001 GC I l , -- -- ---- - -- -- - --- 4 � U I�. 3 12'MANHOLE A717-020 104 A o v q) [t' , I v 4 4' FILL CAP ---j A 97 634 TT _. - � _ �C .__...._. j MET 5 i 4' X 4' TIGHT FILL ADAPTOR A 30-014 633 TE j GC J - - —_ -- ---- ---- - ----- - - --.._ .t_----- --- ---- - r -- - 6 i SUBMERSIBLE PUMP WITH LEAK DETECTOR RED .JACKET W/PLD M SEP 1 _ C, 0 7- - --I-4' DROP TUBE- ----- - - -- -- - -'--- - A. 20 - - -- _.1 61 T - - -- ! - GC 8 4' X 2' REDUCING BUSHING - _ ---� - --- GC 9 2'x3 'X%B' DUPLEX BUSHINGS I - -- _ .... __. _ ___ GC 10 'MANHOLE 36' f6 - --- GC - OWENS CORNING OR XERXES 11 I F IBERGLASS .TANK -_- -_- --- --_-. _ _ __---_ i M 4' SCHEDULE 40 SEAMLESS GALV STEEL PIPE -- - --- - i GC Y3 'X 24' MANHOLE I _ _ Mty 14EXTRACTOR FITTING A79-003 233 VM6045 I GC PLANS PREPARED 6Y -' 15' FLOAT VALVE (16') ; A75-002 53 VM -15 C GC _ —� _ _ - _ I _ _---- ._....__ _ _. - _ , I`�) D Irl 16 __jEXTRACTOR PIPE CAP 584 _116 - _ GC c 17 ISLAND ISOLATION BOX FIBERTRENCH4-- M ENGINEERING t Q -, Y- ­ ,: P.O� $OX 5x68 IAKELAN, FL.O3807•, 18 TIT FLEX SOILSAFE 30 rITEFLEX M f fa,I3: 646791 3Rl. C l Lel' 1�. 19 VAPOR ADAPTOR A76 GC <L 20 IVAPOR ADAPTOR CAP A99 GC f ` I OLD DWG.# 60118AOI DESIGN- FILE NAME:6Q139,406�DC1IJ / V Mf 4 s F. DIA (2 HOLES) INLET (3)- F- i� lO I tD I II -I' CONDUIT 3 FRONT OPENINGS USE ONE i BASE DIMENSIONS -DRESSER WAYNE DIESEL SCALE: NONE DIESEL PR�Q (OPTIONAL) SUPER UNLEADED STAGE II VAPOR RETURN LINE ` REGULAR GAUG.OR OR MIDGRADE EQUAL UNLEADED 2' FIBERGLASS PRODUCT LINES REDUCE PIPING TO 2' AT THIS POINT 3' STAGE II VAPOR ----''- RETURN LINE AS REQUIRED BY LAW 3' FIBERGLASS PIPING 48' 2441%2 INLET -(3) I 225? ' I 1 S2CONDUIT PEAKER OPTION) 21'� r 21 % ' DIA. HOLES -(4) 9' 10 2' 1011/2' 9' UiE - �_T� -_� __:==-�-_ ��- - _•- �T4i -__ THIS VAPOR LINE I I 'A--1__. _f_ - J-_ 1—I -1L_ IL_L_1 + OMITTED ON' SINGLE OUTLET 1� N.P.T. (WITH OP1sI0NAL 1� 1" 3'� `-1 CONDUIT -(3) SIDED DISPENSERS � "— 47271 -VAPOR RECOVERY MANIFOLD ONLY) 3/ax 1112 SLOTS -(8) (PROVIDED FOR ANCHOR BOLTS) BASE DIMENSIONS -DRESSER WAYNE MGD SCALE: NONE V MIN _ - ---- i k o o • ° a °' ° v' °I _ff EXTRACTOR _ PIPE CAP EXTRACTOR FITTING 4' GALV PIPE 3' FIBERGLASS BELL & MALE ADAPTER 3' GALV NIPPLE DOUBLE TAPPED BUSHING AS REIQ'D t 45' (4) 1 7 fi-- -- 2212— -�- �is X 11is LONG SLOTS 1011, ._ ..f2I ._ ---- --✓ ; i I 2" GALV. PLUG FOR ANCHOR BOLTS -- • _.z , (3) 1%2' INLETS -- , ! 11� I 121%16 ' ! i x� �{ FLOAT VALVE -k, -- 17� %2' CONDUIT FOR SPEAKER--iTAIL E I w _ F DEf r r !OVERFILL ASSEMBLY EXTRACTOR 3' GALV NIPPLE 4'FIBERGLASS PIPE —� NO SCALE _- _ - -- 1i) 3' SWING ELBOW wl - I I1_ --- `=} - -- - _ r� I - 3" FIBERGLASS BELL I! ! 3 GALV NIPPLE. f - - �'I 3' GALV UNION & MALE ADAPTER k { It'If1 _-�_- 3' FIBERGLASS PIPE- 4" 4'x3" FIBERGLASS TEE REDUCER BUSHING REQUIRED _ — _� -- I (4) 3/' X 1%2' SLOT / - _ __ - - --fir --- - q. FOR ANCHOR BOLTS- % - (2) OPENINGS FOR 1 COUNDUIT (USE ONE) , PLAN VIEW BASE DIMENSIONS-GILBARCO MPD -2 ---------_-_--- --._. ----- ---_--------------- --- - --- - -- , r SCALE: NONE NO SCALE I,,C Sal �Of NC 1 %2' x 24' TITEFLEX 'SOILSAFE-30 C�9F FLEX CONNECTOR (TYP) Sp EACH PRODUCT LINE FiyO oc. ISS 2' FIBERGLASS PRODUCT LINES 2' FIBERGLASS PIPING (DIESEL ONLY) 2" FIBERGLASS - PRODUCT LINES ( ' �••E- - DOGBONE ISLAND STEEL DISPENSER ANCHOR BOX $HEAR/IMPACT SEE DETAIL 'THIS PAGE - STAGE II VAPOR-, , RETURN LINE SEE DETAIL G THIS PAGE (TYP.) ISOLATION BOX STAGE TITEFLEX ' 2' x 30' (T) DIES (OPTIO 3' FIBERG PIPING (G 4'X 4'X 3' FIBERGLASS TEE J J 1 �� V l' RETURN LINE AS REIQUIRED BY LAW TO AID IN TANK ORIENTATION. OPENING I GENERAL NOTES: 1 EMERGENCY SHUT-OFF! 3u/16 ' 2%s'I 53/4' VALVE OPW 10-R OR 1 1. INSTALL 2" IN LIEU OF 3" PIPING IF FEWER THAN /3 MULTIPLE HOSE DISPENSERS ARE CONNECTED. EMCO WHEATON AGO I SHEAR SECTION ISLAND FROM 1 2. DIESEL WILL ALWAYS' BE PIPED WITH 2" FIBERGLASS. MUST BE LEVEL DISPENSER BOX I 1 " WITH TOP OF �� 3. TANKS USED FOR THE SAME PRODUCT WILL BE MANIFOLOED WITH A 2 SIPHON THE ISLAND • IBAR INSTALLED PER SUBMERSIBLE PUMP;'MANUFACTURERS INSTALLATION INSTRUCTIONS. SEE MFG. �';� :�,'; ,,• ;.°,, I • INSTRUCTION . ,v; _' Q _ FUSIBLE LINK ALSO TO MFR. INSTRUCTIONS WHEN INSTALLING TANKS. •: ; '•..°'r OR BI -METAL TITEFLEX 'SOILSAFE-30' ACTUATOR 1'•°' '' FLEX CONNECTOR "�.;:Q:o �.. f - '".,:4.0�•., I 4. IF PRESSURE VACUUM VENTS ARE REQUIRED USE DPW 523 OR EMCO WHEATON A84. .ti �. 1�' x 24' :4•°•'•' r� /90 �•• � 5. VAPOR RECOVERY HOOK-UP(S) TO BE INSTALLED SO AS TO BE ACCESSABLE -f0 DELIVERY VEHICLE. 0000 - 0000 ,.r° ENSURE FLEX CONNECTOR IS , .4°;• - ;''4' ! G. INSTALLATION OF FIBERGLASS PRODUCT PIPING SHALL BE IN ACCORDANCE WITH,%MANUFACTURER'S `'. CONTAINED INSIDE ISOLATION BOX •'Q,•, `-� -- •i4'q: • 3U �� I INSTRUCTIONS AND MOBIL SPECIFICATIONS. ,,, .• -ISOLATION BOX -. • ". „ w T FOR CA(HODIC PROTECTION ° r 7, UPON COMPLETION OF INSTALLATION, ALL PRODUCT LINES SHALL BE PRESSURIZED TO (NCS a STABILIZER BAR ' VARIES PER Uc� I 25 ossa AND SOAP TESTED FOR LEAKS. IF NO LEAKS ARE FQUND, LINE PRESSURE SHOULD BE 2'PIPE 70 BE INSERTED DISPENSER BOX I 'U -BOLT TO THROUGH 4' PIPE AT ISOLATION BOX BOX - INCREASED TO 50 psi AND AGAIN.,SOAPf,,,.TESTED FOR LEAKS. AFTER TESTING, ALL PRODUCT MFG. TITEFLEX "SOILSAFE-30" i LINES `SHOULD REM PRESSURIZED 'TO AT. LEAST 25 p3iSj AND GUAGED AT THE POINT FURTHEST ! TYP,HOLE TO FLEX CONNECTOR BE FIELD CUT IY2, x 24" i FROM THE TANKS, UNTIL DISPENSERS ARE INSTALLED, FIELD ENGINEERS WILL CHECK PRESSURE z' FIBERGLASS PRODUCT PIPE i GAUGES DURING ALL SITE VISITS. " GROMET (SUPPLIED DETAIL G EMERGENCY SHUT-OFF VALVE DETAIL 8, FOR MANIFQLDED TANK, INSTALL STREET BOX 2° x 2° ON r,. •' WITH BOX & TUBE) .... TYPICAL PRODUCT PIPING @ ISLAND MANI,FOLDED TANK. -- -- -� -- —------�---_ I 9. INSTALL .4" PIPE THROUGH OPENINGS AT ISOLATION BOXES. 2" PRODUCT PIPING TO BE INSTALLED THROUGH : NONE I 4 PIPE AT ISOLATION BOXES. SEE DETAIL G SCALE . l SUBMERSIBLE PUMPS DISPENSER SHEAR VALVES 26 X 1716' LONG S LOTS 'ANCHOR FILL ADAPTORS AND CAPS ISLAND FORMS FOR BOLTS DISPENSER ANCHOR BOXES 0J l,J cF r l> 1J FLEX CONNECTORS C 1 C r 7 I 6 ROOF ►C) t o J. I LJ l:h�l' i CID (D 0 ,J I 1. 13 1 -3 OPENINGS FOR Ulrl 1'COUNDUIT (USE ONE) SEP 12199a BASE DIMENSIONS-GILBARCO SALESMAKER DIESEL LO + ✓ I` 1✓1 Ill 1.1 Ila SCALE: NONE L�AI� v[1 ll LSU I S DI,,UNEW DIESEL PR�Q (OPTIONAL) SUPER UNLEADED STAGE II VAPOR RETURN LINE ` REGULAR GAUG.OR OR MIDGRADE EQUAL UNLEADED 2' FIBERGLASS PRODUCT LINES REDUCE PIPING TO 2' AT THIS POINT 3' STAGE II VAPOR ----''- RETURN LINE AS REQUIRED BY LAW 3' FIBERGLASS PIPING 48' 2441%2 INLET -(3) I 225? ' I 1 S2CONDUIT PEAKER OPTION) 21'� r 21 % ' DIA. HOLES -(4) 9' 10 2' 1011/2' 9' UiE - �_T� -_� __:==-�-_ ��- - _•- �T4i -__ THIS VAPOR LINE I I 'A--1__. _f_ - J-_ 1—I -1L_ IL_L_1 + OMITTED ON' SINGLE OUTLET 1� N.P.T. (WITH OP1sI0NAL 1� 1" 3'� `-1 CONDUIT -(3) SIDED DISPENSERS � "— 47271 -VAPOR RECOVERY MANIFOLD ONLY) 3/ax 1112 SLOTS -(8) (PROVIDED FOR ANCHOR BOLTS) BASE DIMENSIONS -DRESSER WAYNE MGD SCALE: NONE V MIN _ - ---- i k o o • ° a °' ° v' °I _ff EXTRACTOR _ PIPE CAP EXTRACTOR FITTING 4' GALV PIPE 3' FIBERGLASS BELL & MALE ADAPTER 3' GALV NIPPLE DOUBLE TAPPED BUSHING AS REIQ'D t 45' (4) 1 7 fi-- -- 2212— -�- �is X 11is LONG SLOTS 1011, ._ ..f2I ._ ---- --✓ ; i I 2" GALV. PLUG FOR ANCHOR BOLTS -- • _.z , (3) 1%2' INLETS -- , ! 11� I 121%16 ' ! i x� �{ FLOAT VALVE -k, -- 17� %2' CONDUIT FOR SPEAKER--iTAIL E I w _ F DEf r r !OVERFILL ASSEMBLY EXTRACTOR 3' GALV NIPPLE 4'FIBERGLASS PIPE —� NO SCALE _- _ - -- 1i) 3' SWING ELBOW wl - I I1_ --- `=} - -- - _ r� I - 3" FIBERGLASS BELL I! ! 3 GALV NIPPLE. f - - �'I 3' GALV UNION & MALE ADAPTER k { It'If1 _-�_- 3' FIBERGLASS PIPE- 4" 4'x3" FIBERGLASS TEE REDUCER BUSHING REQUIRED _ — _� -- I (4) 3/' X 1%2' SLOT / - _ __ - - --fir --- - q. FOR ANCHOR BOLTS- % - (2) OPENINGS FOR 1 COUNDUIT (USE ONE) , PLAN VIEW BASE DIMENSIONS-GILBARCO MPD -2 ---------_-_--- --._. ----- ---_--------------- --- - --- - -- , r SCALE: NONE NO SCALE I,,C Sal �Of NC 1 %2' x 24' TITEFLEX 'SOILSAFE-30 C�9F FLEX CONNECTOR (TYP) Sp EACH PRODUCT LINE FiyO oc. ISS 2' FIBERGLASS PRODUCT LINES 2' FIBERGLASS PIPING (DIESEL ONLY) 2" FIBERGLASS - PRODUCT LINES ( ' �••E- - DOGBONE ISLAND STEEL DISPENSER ANCHOR BOX $HEAR/IMPACT SEE DETAIL 'THIS PAGE - STAGE II VAPOR-, , RETURN LINE SEE DETAIL G THIS PAGE (TYP.) ISOLATION BOX STAGE TITEFLEX ' 2' x 30' (T) DIES (OPTIO 3' FIBERG PIPING (G 4'X 4'X 3' FIBERGLASS TEE J J 1 �� V l' RETURN LINE AS REIQUIRED BY LAW TO AID IN TANK ORIENTATION. OPENING I GENERAL NOTES: 1 EMERGENCY SHUT-OFF! 3u/16 ' 2%s'I 53/4' VALVE OPW 10-R OR 1 1. INSTALL 2" IN LIEU OF 3" PIPING IF FEWER THAN /3 MULTIPLE HOSE DISPENSERS ARE CONNECTED. EMCO WHEATON AGO I SHEAR SECTION ISLAND FROM 1 2. DIESEL WILL ALWAYS' BE PIPED WITH 2" FIBERGLASS. MUST BE LEVEL DISPENSER BOX I 1 " WITH TOP OF �� 3. TANKS USED FOR THE SAME PRODUCT WILL BE MANIFOLOED WITH A 2 SIPHON THE ISLAND • IBAR INSTALLED PER SUBMERSIBLE PUMP;'MANUFACTURERS INSTALLATION INSTRUCTIONS. SEE MFG. �';� :�,'; ,,• ;.°,, I • INSTRUCTION . ,v; _' Q _ FUSIBLE LINK ALSO TO MFR. INSTRUCTIONS WHEN INSTALLING TANKS. •: ; '•..°'r OR BI -METAL TITEFLEX 'SOILSAFE-30' ACTUATOR 1'•°' '' FLEX CONNECTOR "�.;:Q:o �.. f - '".,:4.0�•., I 4. IF PRESSURE VACUUM VENTS ARE REQUIRED USE DPW 523 OR EMCO WHEATON A84. .ti �. 1�' x 24' :4•°•'•' r� /90 �•• � 5. VAPOR RECOVERY HOOK-UP(S) TO BE INSTALLED SO AS TO BE ACCESSABLE -f0 DELIVERY VEHICLE. 0000 - 0000 ,.r° ENSURE FLEX CONNECTOR IS , .4°;• - ;''4' ! G. INSTALLATION OF FIBERGLASS PRODUCT PIPING SHALL BE IN ACCORDANCE WITH,%MANUFACTURER'S `'. CONTAINED INSIDE ISOLATION BOX •'Q,•, `-� -- •i4'q: • 3U �� I INSTRUCTIONS AND MOBIL SPECIFICATIONS. ,,, .• -ISOLATION BOX -. • ". „ w T FOR CA(HODIC PROTECTION ° r 7, UPON COMPLETION OF INSTALLATION, ALL PRODUCT LINES SHALL BE PRESSURIZED TO (NCS a STABILIZER BAR ' VARIES PER Uc� I 25 ossa AND SOAP TESTED FOR LEAKS. IF NO LEAKS ARE FQUND, LINE PRESSURE SHOULD BE 2'PIPE 70 BE INSERTED DISPENSER BOX I 'U -BOLT TO THROUGH 4' PIPE AT ISOLATION BOX BOX - INCREASED TO 50 psi AND AGAIN.,SOAPf,,,.TESTED FOR LEAKS. AFTER TESTING, ALL PRODUCT MFG. TITEFLEX "SOILSAFE-30" i LINES `SHOULD REM PRESSURIZED 'TO AT. LEAST 25 p3iSj AND GUAGED AT THE POINT FURTHEST ! TYP,HOLE TO FLEX CONNECTOR BE FIELD CUT IY2, x 24" i FROM THE TANKS, UNTIL DISPENSERS ARE INSTALLED, FIELD ENGINEERS WILL CHECK PRESSURE z' FIBERGLASS PRODUCT PIPE i GAUGES DURING ALL SITE VISITS. " GROMET (SUPPLIED DETAIL G EMERGENCY SHUT-OFF VALVE DETAIL 8, FOR MANIFQLDED TANK, INSTALL STREET BOX 2° x 2° ON r,. •' WITH BOX & TUBE) .... TYPICAL PRODUCT PIPING @ ISLAND MANI,FOLDED TANK. -- -- -� -- —------�---_ I 9. INSTALL .4" PIPE THROUGH OPENINGS AT ISOLATION BOXES. 2" PRODUCT PIPING TO BE INSTALLED THROUGH : NONE I 4 PIPE AT ISOLATION BOXES. SEE DETAIL G SCALE . l SUBMERSIBLE PUMPS DISPENSER SHEAR VALVES LEAK DETECTORS FILL ADAPTORS AND CAPS ISLAND FORMS DROP TUBES DISPENSER ANCHOR BOXES 0J l,J cF r l> 1J FLEX CONNECTORS / - %' ANCHOR BOLT t/4' X 2' STEEL BRACKET _I l U -BOLTS DETAIL F VENT RISER PLAN VIEW Q BUILDING - SCALE: NONE . F PAINT PIP[ TO MATCH BLD. WALL 2' VENT LINES P BE STEEL FROM SWING JOINT CO UPWARD V -VENT OPW-23 EMCO WHEATON A84-003 l►t 1!.' `al «r i. t l ' SEE GEN. NOTE 7 SHEET 1 J 0J l,J cF r l> 1J 7 ; C 1 C r 7 I 6 ROOF F1. -q Cr- tr c5 J. I LJ l:h�l' i CID (D 0 ,J I 1. 13 L5C Ulrl SEP 12199a � o rn LO + ✓ I` 1✓1 Ill 1.1 Ila L�AI� v[1 ll LSU I S DI,,UNEW 0 c - ,, c., ct r) r C, a ,:I w � .. I 1 i PLANS PREPARED BY [D WING JOINT 4* ;< 2'-2' STEEL BAR DRILL 2 ^ ' ", rr 2' V -VETT SUPPORT BRACKET 2'Ll BOL 3' PIPE SUPPORT (SEE GENERAL NOTE # 8 SHEET 1) CONC. FOOTING STEEL BRACKE SEE DETAIL 'I' 2'-90' STEEL ELS. THO SECT, 'X -X' X. SECT, 'Y -•Y' X 2-3/8' BOLTS WITH NUTS & LOCK WASHERS 4' x 2'-2' xf/' THK. STEEL BAR BOLT TO 3' PIPE 2' FIBERGLASS ADAPT. UPWARD V -VENT OPW523 OR EMCO WHEATON A84 Y 1� I y w 3' PIPE CAP ! o U 1/4' x 2' 'AIDE STEEL BRACKET , I to 4' x 2'-2' xl/' BAR -�_� _ o 2' GALV. VENT 2 VENTS REQUIRED N o z ONLY WHERE DIESEL IS "USED 3' DIA. PIPE SUPORT -- 1 t Q GRADE 2' FIBERGLASS PIPE 1 ! 1 TO TANKS ! i i to Tf I I 1 2' GALV. SWING JOINT 1 J LiJ rrt-h z' i j j o 9 rn +.4 cr Ellc., f - u -41 ` w! dry r,t , y. I,). t- 1 , 'r GJ Q c"x x t GI rf, I• -•f L1J ' I G LLJ :D '. Ld ��CC mow.. ,CC L1J Q U f�UG�1� _ LJJ W - -j <[CG>Lid CL -` Q_`D�O I LLJ Z CO U I i� <ICLCl J . G �•CL Cn LtJ U7 WGA I W LiJ ) _ Q_ 2 <;� 0 (n 1-- � W EE � Co (0-1 n Q. 0- I ' •r' 12' x 12' CONC. 1 iv, ��, FOOT ING _ ! F ELEVATION DETAIL FOR 0_ FRFF gTANDING VENTS Q N i SCALE: NONE J U) � 0 L 7 ; I EL1 L N I • �r1 v C3) U1 1 C V) ' i CID (D 0 ,J cr ofo L5C SEP 12199a � o rn L�AI� v[1 ll LSU I S DI,,UNEW 0 c - ,, '- C - L a ,:I w � .. I 1 i PLANS PREPARED BY [D LIJ 1 ENGINEERING a L' z P.O. BOX 6468 � LAKELFiO. FL. 33807 L, �� � � -1 Q � W' 1813! 646-9130 (D 11, r� OLD DWG 1160118AQ2,, . DESIGN FILE NAME:60139AO7.DGN;O T Kcvcn .-nKI(-Tnl 1rr-rfnAI fnI.IT TYPICAL TANK LAYOUT 4 - 12M GAL (STANDARD) 1 - 8M DIESEL (OPTIONAL) SCALE: IVa" = 1'_O° KEYED CONSTRUCTION JOINT I 2' 2' __--------_—_� J 2' o f� I . I tl- 2.0 - 2.99 - 1 -----_.--..,....-------_�------..-- I 12M GAL 12M GAL 2"' TANK REPLACEMENTS AT EXISTING STATIONS/CTO'S N� STANDARD (M GALLONS) .8 - 1.99 � 12, 10, 10 UNUSED 12M GAL 12M GAL 11 VENT (W/EXTRACTOR VALVE ASSMJ 10,000 GAL 2 FILL uj 0 ;. 8'-0' (O.D.) X 4 8M DIESEL j 8 STP _ — — ^ — 4 - 12M GAL (STANDARD) 1 - 8M DIESEL (OPTIONAL) 14 ETG clf Ld) i. 2' t I� N SCALE: 1)/2" = 1'-0° 43 v 12' 0. C. EACH WAY ON 2' CHAIRS DETAIL CORNER .OF TANK MAT SCALE: %2" = 10_02 1 ( TYPICAL TANK LAYOUT SCALE: V,' = 1'-0' 1 - 12M GAL (STANDARD) 2 - 10M GAL (STANDARD) 1 _ 8M DIESEL (OPTIONAL) ALTERNATE TANK LAYOUTS (N.T.S.) 2' 2' __--------_—_� --------------------------------------------------------------------------�. 2' o 12, 10, 10 2.0 - 2.99 10,10,10,10 1 -----_.--..,....-------_�------..-- I 12M GAL 12M GAL 2"' TANK REPLACEMENTS AT EXISTING STATIONS/CTO'S N� STANDARD (M GALLONS) .8 - 1.99 � 12, 10, 10 UNUSED 12M GAL 12M GAL 11 VENT (W/EXTRACTOR VALVE ASSMJ 10,000 GAL 2 FILL uj 0 ;. 8'-0' (O.D.) X 4 8M DIESEL j 8 STP _ — — ^ — 4 - 12M GAL (STANDARD) 1 - 8M DIESEL (OPTIONAL) 14 ETG clf Ld) 12M GAL 10M GAL 2' t I� N LU 8'-0" (O.D.) X 37'-0%2' \ 8M DIESEL IOM GAL / 10 1 - 12M GAL (STANDARD) 2 - 10M GAL (STAMDARD) - 8M DIESEL (OPTIONAL) NOTE. -1 IF DIESEL IS NOT REQUIRED, ALIGN TANKAGE AS SHOWN ON TYPICAL TANK LAYOUT CONFIGURATION. VENT (W/EXTRACTOR VALVE ASSMJ CO N 2' -41� - 2' 10M =AL i �10M GAL N 2' IOM GAL 10M GAL N 8M DIESEL 4 - 12M GAL (STANDARD) 1 - 8M DIESEL (OPTIONAL:) NOTE: I. ENTIRE MAT TO BE POURED 8" THICK MINIMUM WITH 93 REBAR 12 INCHES ON CENTER EACH WAY 2.CONCRETE SLAB TO EXTEND MINIMUM 4' BEYOND EDGE OF FURTHEST MANHOLE COVER OR AS SHOWN ON PLOT PLAN 3. PEA GRAVEL BACKFILL TO BE COMPACTED WITH VIBRATORY PLATE 'TAMP BEFORE SLAB IS POURED 4.SEE PLOT PLAN FOR ACTUAL TANK SLAB DIMENSIONS AND TANK SIZES. TANK PAD TO EXTEND 24' MINIMUM BEYOND TANKS. CONCRETE PAD TO BE MINIMUN 8 INCHES TANK SIZE CRITERIA 1. NEW/REBUILD PROJECTS __--------_—_� --------------------------------------------------------------------------�. UP TO 1.99 12, 10, 10 2.0 - 2.99 10,10,10,10 1 -----_.--..,....-------_�------..-- I 12,12,12 ,12 J n V) 2"' TANK REPLACEMENTS AT EXISTING STATIONS/CTO'S ACTUAL OR PROJECTED CURRENT YEAR VOLUME (MM) STANDARD (M GALLONS) .8 - 1.99 � 12, 10, 10 UNUSED 10 FUTURE ELECT GUAGE (ETG) 11 VENT (W/EXTRACTOR VALVE ASSMJ 10,000 GAL 2 FILL uj 0 ;. 8'-0' (O.D.) X 4 STAGE I VAPOR RETURN 8 STP 9 MANIFOLD IF RE UIRED 14 ETG clf Ld) VENT (W/EXTRACTOR VALVE ASSMJ 12,000 GAL t I� FILL LU 8'-0" (O.D.) X 37'-0%2' 1 I 10 Q In (r- ,o f UNUSED �\ 8M DIESEL ETG I 0a •t._�; VENT (W/EXTRACTOR VALVE ASSMJ N p l -41� Q L J c� LL) I z c W �,Ld i L ; t l 0-0 cc.cr_ F �. CG Lo IU) IOM GAL 0 X u 0 1 y 0 , N M. 4 - I� 10M GAL ��) O 1 � ' fY c3 , N G' - 7 %8' IOM GAL ��) ��) ��) ly>^) ��) ! i of m► 4 1 H 1 -,I �; �I,,Q LSI Yi U1 zi (\J! J �.: n 1 LIJ � J 0 KEYED CONSTRUCTION JOINT (TYP) N �-4 ¢ w 1,- © u � Q Z a 1 CL ^) �_)Imo) ' - - • W _ LL . U) tAL cp o a w �`�' Qo (D O Z W` c Ca <C wwCD ; imCZ.° - li � z - 34'-5" - J p'� - J <1 Q' TYPICAL TANK LAYOUT SCALE: )/" = l'-0' � 14 , 4 - 10M GAL (STANDARD) L <.co 1 - 8M DIESEL_ (OPTIONAL) aQa _: I �? (n u) Ld TANK SIZE CRITERIA 1. NEW/REBUILD PROJECTS 3RD YEAR EYG VOLUME (MM) STANDARD (M GALLONS) UP TO 1.99 12, 10, 10 2.0 - 2.99 10,10,10,10 3.0 - 4.0 12,12,12 ,12 7'-11° (O.D.) X 24'-11' 8'-0" (O.D.) X 26'-O%2" ' 2"' TANK REPLACEMENTS AT EXISTING STATIONS/CTO'S ACTUAL OR PROJECTED CURRENT YEAR VOLUME (MM) STANDARD (M GALLONS) .8 - 1.99 � 12, 10, 10 SINGLE WALL FIBERGLASS TANKS TANK SIZES OWENS OR XERXES POSITION N0. OPENING USE (SEE TYP TANK LAYOUT DETAIL) TANK SIZES OWENS XERXES' 8,000 GAL (DIESEL ONLY) 2 FILL 7'-11° (O.D.) X 24'-11' 8'-0" (O.D.) X 26'-O%2" ' 4 STAGE I VAPOR RETURN G STP (SUB PUMP) 7 UNUSED 10 FUTURE ELECT GUAGE (ETG) 11 VENT (W/EXTRACTOR VALVE ASSMJ 10,000 GAL 2 FILL 7'-11' (O.D.) X 30'-5" 8'-0' (O.D.) X 4 STAGE I VAPOR RETURN 8 STP 9 MANIFOLD IF RE UIRED 14 ETG 15 VENT (W/EXTRACTOR VALVE ASSMJ 12,000 GAL 2 FILL 7'-11" (0.D.) X 35'-11" 8'-0" (O.D.) X 37'-0%2' 4 STAGE I VAPOR RETURN 10 STP 11 UNUSED 17 ETG 19 VENT (W/EXTRACTOR VALVE ASSMJ NOTE: LJ LJ �I`1LMILM z `� ALL UNDERGROUND STORAGE TANK LAYOUT MUST'; BE REVIEWED BY THE APPROPRIATE TERMINAL SEP 121990 SUPERINTENDENT BEFORE CONSTRUCTION. NMd GGJ@REGfl s j PLANS PREPARED BY - MoMw c>; . ca -;t ENGINEERING,'-,�` NOTE:rCI . P.O. BOX 5468, tMELMQ,FL.33807 . ANY DEVIATION FROM THESE U 1H131'46-9130 STANDARDS 8 I � • �,,., �,•. ;;, WILL REmmUIRE FAIRFAX MANAGEMENT, 'APPROVAL. k Ot_.D DWG #60118A03 , QESI,GN, FILE AAML:6%39Ag08 D_ Q O a N C' E U L U oO � c Q. 0 C �o c �W o c o ' N p l -41� Q L NOTE: LJ LJ �I`1LMILM z `� ALL UNDERGROUND STORAGE TANK LAYOUT MUST'; BE REVIEWED BY THE APPROPRIATE TERMINAL SEP 121990 SUPERINTENDENT BEFORE CONSTRUCTION. NMd GGJ@REGfl s j PLANS PREPARED BY - MoMw c>; . ca -;t ENGINEERING,'-,�` NOTE:rCI . P.O. BOX 5468, tMELMQ,FL.33807 . ANY DEVIATION FROM THESE U 1H131'46-9130 STANDARDS 8 I � • �,,., �,•. ;;, WILL REmmUIRE FAIRFAX MANAGEMENT, 'APPROVAL. k Ot_.D DWG #60118A03 , QESI,GN, FILE AAML:6%39Ag08 D_ RESIDENTIAL CONINIERCIAL" ADDRESS T dv Vr�`iL.,UAri��iJ �P..,�__. _ w P'. =: THIS AI'MOVAL DOES WTI' GRANT P<,i?fvlISsIo1\I To VIOLATE ANY APPUCANLE CODE, FCFEP THIS PLAN ON JOB AT ALL. TIM-Eil, J �'