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HomeMy WebLinkAbout2036 Underground Service Alert C C 0 -,-q NG 0 _EC 10 -411 N_ -I 1­qr-D _I C Call: TOLL FREE NC_H0 _U A -LL-- A F I'fDx P 11D D 1-800-422-4133 ID A - S fX TWO WORKING DAYS BEFORE YOU DIG FUEL TANK RETROFIT WITH ABOVE ROUND FUEL T NKS FOR FIRE ST TIONS NOIS . 171 172 � 174 175 ND CITY OF R NCHO CUC MON DULT SPORTS COMPLEX .000�4 7" l 14 DETAIL L -i 3' l l 5 (TYP.) 5 [ G Al (6 PLCS) TO EW F L TANKS 6 8 (TYP) '00' 16B 8 D 6 TO �Odl' / w LIGHTPO N FIBERGLASS ' � � P,. ro 4 'f���,►�. 5 FUEL LINES �0 �" � 10 4' THICK ♦ 6CR 3, W 4 � CSP 1 1 15 14 ETAI L J 6' TALL 9 C 10 4" THICK 12 on TOP FILL AND F i 3 0 2 CONTAINMENT ° 3 Al 6 4" THICK 10 � , ♦ N� 5 � 4001k,4001k, NF e, FN� er. — -- 1 .. 10 6 18" CLEARANCE / F 4 8.. B o o FOR ROLLING GATE 3 1 (3 PLCS.) PER / 2' 9 DETAIL C, ■■. —�` SHEET 2 . ■ ■mm .■ �..■.....■■■■■■■.■ / 9 lg 21'X23' PCC 2 1 TALL / r 10 2 / 7 8" c� TOP FILL AND CONTAINMENT / AST Sf1.%T REMOVE SPOTLIGHT1 T (TYP) 5 i 10 2 19'03'x8" 1 g 4000 Ca PIESEL (O� FOR FLAG 4 D ESEL. A S ` n f POLE PCC 2 0 o THICK 100 LF Zt70 �� "� + l D 6' TALL 2 1 2 I 11 4 14'x5' 1 PCC F 1 PCC 4A6o6� 8 B / l Flee N (6 PLCS) '° 1-01 / ,4 FIRE STATION 175 - 11108 BANYAN ST. / SCALE: 1" = 20'-0" / / STATION 171 STATION 175 -+ - 1-01 6627 AMETHYST AVE. 11108 rib- / RANCHO BANYAN ST. CUCAMONGA 6 1 .d IooO C DIESEL Ayr 11 F7,- 7 tX G o PCC COLD 10FIRE STATION 171 - 6627 AMETHYST AVE■ ST JOINT (TYP.> a% A4AS-r SCALE. 1 = 10'-0" 7 5 GENERAL NOTES: ASO S. C ELI RD =% v�T _I 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works • HUR ST R Construction, (Green Book), 2003 Edition and including the 2004 supplement. Q 30• / F N • • / HILL BL Z F TMI BL 6 2. Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be responsible for • protecting all utilities and substructures as shown within the construction limits of this project and shall be responsible for any 1 - wUTE damage as a result of the construction operations. PCC AND 2 FIRE STATION 172 - 9612 SAN BERNARDINO RD. STRUCTURE PER / H RR 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 two working days prior to construction or regarding any = DETAIL M, B GAS / s ST = problems. SHEET 3 6TH ST 4. For inspection of this project, the Contractor shall contact the Public Works Section at(909)477-2740 ext. 4077 two working days CONSTRUCTION NOTES: ADU T SPORTS prior to the required date. W neTA�Le� S 1ITE VIEWS 1 -4 TNis 69EET New F1� 5 / 4TH sT C MPLEX 1 1'r�W 10 (TYP) ONTARIO CITY LIMIT 5. Permits shall be obtained from the City of Rancho Cucamonga Building and Safety and Public Works prior to any construction or 1&REMOVE � M g D � / STATION 172 9612 SAN STATION 174 11297 encroachment within any City of Rancho Cucamonga easement or rights-of-way. 4A(,o&- ��'tK \, BERNARDINO RD. f1� Imo: F, / JERSEY BLVD. 6. The Contractor shall have a"Class A" Contractors License. �-SAWCUT O�FG' 13 7. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work. All EXISTING At / LOCATION MAP discrepancies shall be reported for direction immediately to the city. 3D-REROUTE AND EXTEND ROOF DRAIN WITH SAME MATERIAL AND SIZE AS EXISTING. CORE AND WATER S SWEEPS AT TURNS RADIUS BI PLUMNG AU . 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole responsibility for the THROUGH CURB TO OUTLET. USE Q REELS NOT TO SCALE repair/replacement, at no cost to the City, for any damage to said underground utilities, pipes and structures. REMOVE PORTIONS PER APPLICABLE DETAILS G, H OR M, SHEET 3, TRIPLE RINSE REMAINING / 9 Above ground fuel tanks shall be installed in accordance with local Building an o unty, e , VESSELS AND PIPES, DISPOSE OF REMAINING FUEL. FILL TANK AND INTERSTITIAL WALL SPACE 4 / including all required elements to complete the installation and purpose such signage, ground rods, conduits,junction boxes etc. Electrical work and materials shall meet Class 11 Div I code requiremen s. VCNv j!j a 6e It' AGove 6&111100. WITH 1 SACK SLURRY CEMENT OR APPROVED INERT MATERIAL PER LOCAL CODES. / 5 10. Work shall be performed in a manner to cause the least disruption to the Fire ation operations. Work shall be staggered so at CUT AND CAP EXISTING FIBERGLASS DOUBLE WALL BURIED FUEL LINES; TRIPLE RINSE, WIPE, least one fire station diesel fuel tank is operational during construction. I(. -('%l f &,Oh& of SEAL ALL OPENINGS AND PROPERLY DISPOSE OF RINSE. O EQUIPMENT LIST rt 0e T^%l�ifl !�.rM V(O/S 1- -I-Ni '561111460T 6LSCTQI CAL, WijrUs' �-INTERCEPT CONDUIT, EXTEND, AND PULL NEW WIRES TO ABOVE GROUND FUEL STORAGE ITEM DESCRIPTION LATfoZ, 544toL-" CONVAULT 1,000 GALLON TANK, GUILOTINE F.L. 1000 GAL W/ADAP, LT DIESEL 713/30 114 li At4CvilLMH Int TANKS OR LIGHTING POLE WHERE SHOWN AND RECONNECT PER EQUIPEMENT LOAD AND 15 v LOCAL CODES. PCC 1 Al REMOTE PKG, SMALL EARTHQUAKE RESTRAINT, AND ANCHOR BOLTS (PER SPECS) Q 2AD1 flto a" Q NZ�I1SNorV roL NbS Q�µ�it' �2l►ylo CONVAULT DOUBLE 2,000 GALLON TANK SPLIT WIDTHWISE 500/1,500 GALLON TANK, � 5 ,�A 7a-RELOCATE AND INSTALL LIGHT POLE ON NEW FOUNDATION PER DETAIL D, SHEET 2. INSTALL WITH UNLEAD PH-1 & PH-11 W/15 GPM PUMP PACKAGE, DIESEL DISPENSER PUMP PKG., At yZ4t •(iA NEW ANCHOR BOLTS, SAME SIZE AS EXISTING. — _ DESCRIPTION OF REVISION DATE Cmr A2 SMALL EARTHQUAKE RESTRAINT, AND ANCHOR BOLTS (SEE SPECS) APPROVED: CONVAULT SPLIT 4,000/2,000 GALLON TANK, SPLIT WIDTHWISE, UNLEAD PH-1 & PH-11 INSTALL CONCRETE FILLED STEEL BOLLARD T CLEAR FROM TANK, 4' ON CENTER AND PER DETAIL W/15 GPM PUMP PACKAGE, GROUND FILL DIESEL AND GASOLINE, DIESEL 713/305 "B", SHEET 2 4 CITY OF RANCHO CUCAMONGA REMOTE PKG., GAS 713/305 REMOTE PKG., LARGE EARTHQUAKE RESTRAINT, AND 5 CONSTRUCT WALL PER CITY STD. 606 (SAME BLOCK STYLE AND COLOR AS EXISTING WALLS ON (TYP.) 4 (TYP.) A3 ANCHOR BOLTS (SEE SPECS) SITE) HEIGHT AND DETAILS (IF NOTED) PER PLAN TITLE AND PLAN SHEET CONVAULT DOUBLE E-4,000 GALLON TANK (TWO 4,000 GALLON CHAMBERS) SPLIT WIDTHWISE, UNLEAD PH-1 & PH-11 W/15 GPM PUMP PACKAGE, GROUND FILL DIESEL 10 CONSTRUCT PCC SLAB OVER 4" CAB, THICKNESS PER PLAN Fuel Tank Retrofit with Aboveground Fuel Tanks for AND GASOLINE, DIESEL 713/305 REMOTE PKG., GAS 713/305 REMOTE PKG., LARGE A4 EARTHQUAKE RESTRAINT, AND ANCHOR BOLTS 11 CONSTRUCT REINFORCED PCC SLAB PER DETAIL"A", SHEET 2 Fire Stations No's. 171 , 1721 174 & 175 and City of B DISPENSER (REFER TO TANKS LISTED ABOVE FOR SPEC.) 12 REMOVE AND REINSTALL ROLLING GATE3 FIRE STATION 174 - 11297 JERSEY BLVD. Rancho Cucamonga Adult Sports Complex C SPILL CONTAINMENT SIDE FILL BOX (REFER TO TANKS LISTED ABOVE FOR SPEC.) LIGHTING FIXTURE AND POLE, KIM LIGHTING 1A/ET3/250MH120/WH-P/A-30/PTRS20- SCALE: 1" 13 ADJUST TO GRADE =W_6 .- - D 61120A/WH-P (ALSO SEE DETAIL D SHEET 2) QapFESSID APPROVED BY: n DATE: t PRYCO 200 GALLON DAY TANK DOUBLE WALL CONSTRUCTION, 335-WEATHERPROOF 14 REMOVE EXISTING AND INSTALL 200 GALLON DAY TANK ON NEW CONCRETE PAD TO FIT, PER LEGEND. wp ��pM J, a�'� CITY ENGINEER t RCE: 24953 COVER, 205-LOW FUEL LEVEL SWITCH, 340-DRAIN PETCOCK VALVE, 209-HIGH FUEL DETAIL (L OR J) AS NOTED ON PLAN PORTLAND CEMENT CONCRETE ��"�3�� ���Z0 PLAN PREPARED BY: DESIGN RECOMMENDED LEVEL SWITCH, 360-1/2"- SOLENOID VALVE, 209RB-LEAK DETECTOR, 464-PIPE STEMS, INDEX: -' 15 RESTORE LANDSCAPING IN LIKE KIND AND RECONFIGURE IRRIGATION FOR COVERAGE OF 000000 PROPOSED WALL - No. 24953 E AND 323C VENT CAPS (REFER TO SPECS) MODIFIED AREAS SHEET DESCRIPTION —�_ PROPOSED ''' Exp 12-31-05 �rn CSB CITY OF RANCHO CUCAMONGA 1 PLANS * * DRAWN 10500 CIVIC CENTER DRIVE 16 INTERCEPT EXISTING AIR AND WATER LINES NEAR ABOVE GROUND FUEL TANK AND RELOCATE REELS. 2 PLAN AND DETAILS - � EXISITING / RANCHO CUCAMONGA, CA 91730 PNEUMERCATOR TMS 2000 TANK MONITORING SYSTEM WITH 2MAG/8 SENSOR CARD, 3 DETAILS -fr CN\_V��� CSB � OF 4 1-RS-232 AND 1-RS-485 COMMUNICATION PORTS, 2-RELAY OUTPUTS (10A) AND 2-DRY 17 CONSTRUCT 8"CURB PER CITY STD. 104, Al-6 ♦ CUT AND PLUG EXISTING SINGLE OR �f ' 4 SITE PLANS DOUBLE WALL FIBERGLASS PIPES � CI►��E -- CONTACT INPUTS. NEMA4 ENCLOSURE, INTERGRAL PRINTER WITH AUTO-REWIND, 18 CONSTRUCT T TALL CMU RETAINING WALL PER CITY STD. 604 TYPE "A", TO MATCH AND REPLACE LtUBLE W1 FI XBERGL SS t hpCNOATIDN \� CHECKED R.C.E. NO DRAWING; N0• F TMS COMM WINDOW SOFTWARE, PNEUMERCATOR AS EXISTING, INCLUDING PAINT TO MATCH DATE 4/20/05 FILE ND 2003-12 2036 LEGEND: PORTLAND CEMENT CONCRETE PROPOSED ExlsmNc 1 ♦ CUT AND PLUG EXISTING SINGLE OR TANK SIZE NOTE DOUBLE WALL FIBERGLASS PIPES 46' 1000 GALLON' 15'-0' 2000 GALLON 15'-0' 13' 9' _� - 14' - - - 6000 GALLON 22'-0' 8000 GALLON 27'-0' 6 18 TANK SIZE NOTE TANK SIZE NOTE 1000 GALLON 17- #5 bent bars equo.(ty equallyspaced 7 rL 1000 GALLON 17- #5 bars equatty equallyspaced 2-1/2' CLEAR (TYP)-- 2000 GALLON 18- #5 bent bars e uall a s ced 1S � �. � � �� � � �� _�� 2000 GALLON 18- # bars e uaU s aced 6000 GALL❑N 23- #5 bent bars e uaU spaced "-"""' -' 2 1/2' CLEAR (TYP)-- 6000 GALLON 23- #5 bars equalty equallyspaced 8000 GALLON 33- #5 bent bars equatly equallyspaced IF .d a 8000 GALLON 33- #5 bars e uall spaced Q d a 17 8 a 2'R TV. (9 PLCS. Iam 10 #5 bar U U d U #5 bar 4- cu4 U U U 0 Lnu1Ln0 ,d 4. 11 10 CL a CL dddLn KD a ° ° a 1, 4 Nulun � 0050 J 17 W° O0o a a d aCT Cr CT CT �°° i • ° Of o iu iu F_ CT CY C ul ul ul z(IN ou) o, o, WLLLL Ln d d d d ��10�i1' 6 2 1 1• TYP. 2 1 W0000 z a dQ z 44 B + F B fl��6SL. "QQQa �lnirn� �� � s 5 TOP FILL AND Y LD L3 LD L U U � 7 CONTAINMENT Q o o o o 101.j iIn LF)Ln Ln Q H 0 0 0 0� �� CU I BOJ OD zzzz �N' 01,01D W p a 0 C3 NJJJJ zzzz � JJJJ Wp000 Q Q Q Q N J J J J Y �l-0 JJJJ Qp z aaaQ Q0000 Xl7L71717 I« 4eL -r CD CD o Q � 000 0000 Q0000 CONSTRUCTION NOTES: k C N c 00 C Soo A riA 541 &REMOVE 5co A 01ESg4 2�SAWCUT 4�REMOVE PORTIONS PER APPLICABLE DETAILS G, H OR M, SHEET 3, TRIPLE RINSE REMAINING TOP MAT BOTTOM MAT VESSELS AND PIPES, DISPOSE OF REMAINING FUEL. FILL TANK AND INTERSTITIAL WALL SPACE WITH 1 SACK SLURRY CEMENT OR APPROVED INERT MATERIAL PER LOCAL CODES, 5&CUT AND CAP EXISTING FIBERGLASS DOUBLE WALL BURIED FUEL LINES, TRIPLE RINSE, WIPE, SEAL ALL OPENINGS AND PROPERLY DISPOSE OF RINSE. / \ L #5 bar 6�INTERCEPT CONDUIT, EXTEND, AND PULL NEW WIRES TO ABOVE GROUND FUEL STORAGE TANK SIZE NOTE TANKS OR LIGHTING POLE WHERE SHOWN AND RECONNECT PER EQUIPEMENT LOAD AND 14I 1000 GALLON 10' LOCAL CODES. 01 2000 GALLON 12' 6000 GALLON 12' 7&RELOCATE AND INSTALL LIGHT POLE ON NEW FOUNDATION PER DETAIL D, SHEET 2. INSTALL WITH l 8000 GALLON, 12' NEW ANCHOR BOLTS, SAME SIZE AS EXISTING. 8a-INSTALL CONCRETE FILLED STEEL BOLLARD 3' CLEAR FROM TANK, 4'ON CENTER AND PER DETAIL SIDE VIEW \ / L "B", SHEET 2 10 Ql CONSTRUCT PCC SLAB OVER 4" CAB, THICKNESS PER PLAN \ / U #5 bar #5 bent bar 11 CONSTRUCT REINFORCED PCC SLAB PER DETAIL"A", SHEET 2 SEE DETAIL "A" a 17 CONSTRUCT 8" CURB PER CITY STD. 104,A1-6 GENERAL NOTES: - 18 CONSTRUCT 3' TALL CMU RETAINING WALL PER CITY STD. 604 TYPE"A", TO MATCH AND REPLACE 1. Concrete: f'c = 4,000 psi, ultimate compressive strength in 28 days. DETAIL "A" N.T.S. EXISTING, INCLUDING PAINT TO MATCH 2. Reinforcement: ASTM Grade 60, Fy = 60,000 psi. 3. Slabs to be sloped to drain with a maximum grade of 1% in any direction. 4. Slabs shall be constructed over 2—inches of sand, over 6mill visqueen, over 2—inches OX� QUIPMENT LISTsand over 2' of recompacted native material. 5. Concrete shall be cured using concrete wet cure covers. ITEM DESCRIPTION 6. Concrete shall not be loaded with tanks or equivalent, until its ultimate compressive CONVAULT DOUBLE 2,000 GALLON TANK SPLIT WIDTHWISE 500/1,500 GALLON TANK, strength has been achieved or 28 days has elapsed which ever comes first. UNLEAD PH-I & PH-II W/15 GPM PUMP PACKAGE, DIESEL DISPENSER PUMP PKG., SMALL A2 EARTHQUAKE RESTRAINT, AND ANCHOR BOLTS (SEE SPECS) B jDISPENSER REFER TO TANKS LISTED ABOVE FOR SPEC. PNEUMERCATOR TMS 2000 TANK MONITORING SYSTEM WITH 2MAG/8 SENSOR CARD, 1- RS-232 AND 1-RS-485 COMMUNICATION PORTS, 2-RELAY OUTPUTS (10A) AND 2-DRY CONTACT INPUTS. NEMA4 ENCLOSURE, INTERGRAL PRINTER WITH AUTO-REWIND, TMS COMM WINDOW SOFTWARE, PNEUMERCATOR AST MAG PROBE, FLOAT KIT, RISER F INSTALL KIT, AND REMOTE ALARM AND ACKNOWLEDGEMENT SWITCH. (�)AVE. AND ARROW RTE. SCALE: 1•• _ 10•-0•• A STRUCTURAL SLAB SCALE: 1•• = 2'-0•• GROUND LUG IN _ EQ. EQ. HANDHOLE, BOND TO 2-1/4"X 3-1/2" X 8-1/4" REBAR IN FOUNDATION 6V8' O.D. SCH 80 STEEL PIPE. FILL PIPE SOLID I 60' SQUINT CAP-TYP. FIELD POLE WITH GROUNDING W/CONCRETE AND FORM DOMED CAP PRIME AND CUT AS REQUIRED LUG AT HANDHOLE PAINT W/2 COATS OF HIGHWAY YELLOW. INSTALL DOMED PLASTIC SLEEVE - BOLLARDGUARD, P/N 290 2-1/4"X 3-1/2" X 11 -1/2" GASKETED HANDHOLE YELLOW AND CUT TO FIT FLUSH WITH CONCRETE FACEBRICK MASONRY COLOR GALV. ANCHOR BOLTS FOOTING. WWW.THERMOPRENE.COM OR EQUAL AND STYLE TO MATCH W/NON-FERROUS TAMPERAND WASHERS. GROUT EXISTING PROOF SCREWS AFTER POLE IS SET EXTERIOR PLASTER TOP VIEW BASE CANOPY AND PLUMB COLOR AND STYLE TO MATCH O POLE BASE PLATE NEW OR EXISTING --- EXISTING WALLS ON SITE 1 "x45' CHAMFER - � CONCRETE #9 GA WIRE VENEER TIES © '� QE�KiGD P�'E >a��b la�t4/o5 a 16" O.X. VERT. 24" O.C. DESCRIPTION OF REVISION DATE APPROVED:HORIZ. CAVITY GROUTED SOLID (3) #3 TIES 03" CITY OF RANCHO CUCAMONGA O.C. 8"X8"X16" MASONRY WALL 2% r. PER CITY STD. 606 FINISH a Pu- PLAN AND DETAIL SHEET GRADE . ° Fuel Tank Retrofit with Aboveground Fuel Tanks for Fire Stations No's. 171 , 172, 174 & 175 and City of CONCRETE in FOOTING Rancho Cucamon a Adult S ports Com lex $ CONDUIT AND g p CONDUCTORS M . (4) #8 VERTICAL QSo1FESS C \ APPROVED BY: ° DATE: *18 ( ° FINISH 9 REBAR o ��►��. �� CITY ENGINEER RCE. 24953 GRADE ° • , 18 DIA. ?" DES" PLAN PREPARED BY: RECOMMENDED No. 24953 Z CITY OF RANCHO CUCAMONGA HORIZONTAL REBAR � ^� CSB °a ° � Exp 12-31-05 10500 CIVIC CENTER DRIVE ELEVATION SECTION ° #4 TIES @12" O.C. * DRAM RANCHO CUCAMONGA, CA 91730 2.0' . 3„ CLEAR � CIVIL tCSB 2 of 4 B BOLLARD DETAIL SCALE: 1" = 2•-0•• C PILASTER DETAIL SCALE: = 2•-0•• D POLE FOOTING DETAIL SCALE: = 2•-0•• MEP DATE 4/20/05 FLE 2003-12 2036 NOTE: C REMOV= SEE DETAL I FOR LIST OF GENERIC LIST OF NOTE: MATERIALS FOR EXISTING INSTALLATIONS SEE DETAIL I FOR LIST OF GENERIC LIST OF MATERIALS FOR EXISTING INSTALLATIONS If�-MAI-�ohY c�Roee rio. Fc�•2[0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r-[I-_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2� .V scws o.4•n GALV `_�TIEEL FIVE I' REMOVE EXISTING AND INSTALL 200 1 l 1� i ( F-XT0U0510W PF,00F 'd �oX;WFAfrlFKfF,00F, PCh",C A55 I ATM0'-n PK. I GALLON DAY TANK ON NEW REMOVE I �-- . 4 �' 3 12 '� I — I I t,4 I 4 --P0FAEGO I�ANuo> � )�o. Ilo-,2 rrT ' CONCRETE PAD TO FIT, RECONNECT ' L1v.f 1t.._ I t I I _ _ _ _ _ _ _ I3 11 �- I I I 1EMC0 ExTt�AGiOP, VF-�T No• A-) )-014 ELECTRICAL AND PLUMBING TO - - - - - . i - YEI ON WALL IN I?,+ T rt os , I I 20 I GENERATOR ' (' APt:A"TUS-144. ,Z I I 1 I� t -EMc_o ey-T"C-TOfL CA[- No. A1564-or>> 2 Z Io 2 1 1 I 1 1 LJ ` - - - - - - - - - - - - - - - - ' �- e P�VJ FaCi-f VALvF N0, Sr'l tI 1pt rr,;c u�.t3n. I a {9 1 1 1 l z �T fio �•2] [ 1 ' Q - t S b 2 B ' ' $ E-MGO EyC�F-frGT-oR ht D. Afc7?-O'?3 --_ _ �--___� �-cI,,I,7fOh.' fi--:%- I I 2 9 `L I I 1 la 1 1 I C-Mco F1LL Tur'�E NO. 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Pius 24 MtIJ. _` .. _ _ _ _ _ _ _ _ _ _ OvEJ,ioP of IAvtE, .�.. ' �: — - , ' .- 4. e"rY-; TAwy,-To FILL L(PF- �Nq AT 1' ^TRIPLE RINSE, DISPOSE OF REMAINING I^ CUT AND CAP EXISTING FIBERGLASS DOUBLE I FUEL, AND FILL TANK AND INTERSTITIAL I I WALL BURIED FUEL LINES, TRIPLE RINSE, `DEAD K41,4' F-AcN s1oE�J I , WALL SPACE WITH 1 SACK SLURRY I 1 WIPE, SEAL ALL OPENINGS AND PROPERLY CEMENT OR APPROVED INERT MATERIAL I 1 DISPOSE OF RINSE. - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 - - - - - - - - - - - - - - CUT AND CAP EXISTING FIBERGLASS DOUBLE 1 PER LOCAL CODES. J - - - - - - - - - - - - - - - - - - - - - -- � TRIPLE RINSE, DISPOSE OF REMAINING I - - - - - - - - - - - - - - - - FUEL, AND FILL TANK AND INTERSTITIAL WALL BURIED FUEL LINES, TRIPLE RINSE, WALL SPACE WITH 1 SACK SLURRY 1 1 WIPE, SEAL ALL OPENINGS AND PROPERLY UNLEADED GASOLINE TANK I DISPOSE OF RINSE SCALE NTS CEMENT OR APPROVED INERT MATERIAL _ PER LOCAL CODES. ` - - - - - - - - - - - - - - - - - - - - ABANDONMENT AND REMOVALS - _ DIESEL GASOLINE TANK ABANDONMENT EXISTING INSTALLATION - LIST OF MATERIALS BANYAN STATION 175 TYPICAL DETAIL SCALE: NTS H AND REMOVALS - TYPICAL DETAIL SCALE: NTS 1 (FOR REFERENCE ONLY TO DETAILS G AND H) n DAY TANK REMOVAL DETAIL SCALE: NTS XCUT AND CAP EXISTING FIBERGLASS DOUBLE 1 - WALL BURIED FUEL LINES, TRIPLE RINSE, I � N'��`- -OWT�' �"'v I '" WIPE, SEAL ALL OPENINGS AND PROPERLY I (REMOVE ������, } �jp 11 rrfl [REMOVE DISPOSE OF RINSE. 1 1 EXISTING AND 1 rI I I I INSTALL 200 1 1rE i [REMOVE ®_ INTERCEPT CONDUIT AND WIRING. PULL NEW I I GALLON DAY WIRES AND EXTEND UNDERGROUND I I TANK ON NEW -- REMOVE I CONDUIT TO ABOVE GROUND STORAGE I 1 CONCRETE PAD 1 4P• ZQi02-11l }• _ NOTE: SEE SJTE rLAN r`OR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TANK PER MANUFACTURES LOAD I TO FIT, �f II ND l- 7-A011 D I I �/� t�* ID -_ _- - - -- - -�I-o �UEt` TANK LocATIOI�tS I Sa. E4�� _�----_ -_ � -------t--- [.n1 99peraT6 1` - -REQUIREMENTS AND ELECTRICAL CODES._ 1 I RECONNECT 1 ��,�/ 1 - -- ---- �`�_�~ It *3 T I t f ELECTRICAL I ---- - - - - - -- j. [ AND PLUMBING TO GENERATOR ! ! o, -- - Vb { � _ 1 - - - - — T,P Tn t ! i , oUN� �' "co c. ' r 110-0 = .I SIM, WS D1 --� 2 U5 ;A K vENTs 5,-or I�� _ oM I-�__-sL.A _ . 5, 1 I 0!" An f. , K*- _D�I r 1 _ ! IT r 2 1 t 0 _ ' 1'I E 4 — r _ i �tb I ISD ` t -I 4P'!r7 ;i; �IOLOW!SR Gtr [ 1 [ - " I t I MA -�' t ' i}�� /1jrr� _ ��f flx.7 tII I �1. `""'i 'Y Y� r`'l 4 d 0 ' r } 6 ( ON f v �- I -I�? - - - - - - - - - - - - - - - -� 11 1 p/I F - Y rest WALL M 0r47r=aI k- r , ��� "�' au - � I�` DPIC ISSELlI ��_' -1- I-r `- IKf ` I I 1 r T i I T7� r� �L '�►`�i o` I ' T 'G O r G, G tl(I li \ I [r I I 7 ; 1�1 i ', i / A� k X413 �!�� ,I I ' _ _- -- - - M1�1o4 fel! �r I f �, 09L j �� a� �1IrI� I --[ I ' [_ I 01 UN tl 0 o' o[ 01 77 t �M / I I 1 OMC-S'! L1 I SSE f'1-�*!`� `! C'tNZ1 iii��'r il� , j Y • I I 1 - - - - - - - � i // Y ANr 7 " r. �� c rnv1NF -` - - - D - - - - - - ea. tom. - - - d' _ at-or i 2••�' _' _ _ _ _ _ _ _ _ -- . STA� S - ---- - EVAMN 44 Iff REMOVE AND PROTECT AND ----M-- ---- --- _ ^__� ev I I ADJUST AIR AND I sr � PATCH CONCRETE � I WATER REEL FLUSH AND FLAT I I WATERASSY'S TO NEW (1 r {�- - __ _ i` •c' t , WALKING SURFACE FINISH GRADE E•• _M ~ - - - - - - - - - - L - - - - - - - J L - - - - - - - JT, � ' '"-�► �PROTECT AND ADJUST 1 BANYAN STATION 175 JERSEY STATION 174 I FI GRADE TO NEW I 1 FINISH GRADE JI' K DISPENSER REMOVAL DETAIL SCALE: NTS L DAY TANK REMOVAL DETAIL SCALE NTS M JERSEY STATION 174 SERVICE STATION REMOVAL DETAILS SCALE NTS NOTES: 1 . DETAILS ABOVE ARE FROM EXISTING IMPROVEMENT PLANS. WORK TO BE PERFORMED IS AS SHOWN INEU' B' EL`E`S') - - - - - - J 2. ELECTRICAL CONDUCTORS AND CONDUITS THAT WILL BE ABANDONED AS A RESULT OF THIS PROJECT SHALL BE ABANDONED PER LOCAL CODES. 3. THE CITY WILL BE RESPONSIBLE FOR REMOVING FUEL FROM THE TANKS ONLY WITH THE ATTACHED FUEL DISPENSER. ANY FUEL REMAINING SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE AND DISPOSE. DESCRIPTION OF REVISION DATE pTM A�RONEO: CITY OF RANCHO CUCAMONGA DETAIL SHEET Fuel Tank Retrofit with Aboveground Fuel Tanks for Fire Stations No's. 171 , 1721 174 & 175 and City of Rancho Cucamonga Adult Sports Complex aoFEssio APPROVED BY: - DATE: CITY ENGINEER ���� ( �� - RCE: 24953 Z0 DESM PLAN PREPARED BY: No. 24953 r CSB CITY OF RANCHO CUCAMONGA 7 OCG Exp 12-31-05 10500 CIVIC CENTER DRIVE 4. * * DRAWN RANCHO CUCAMONGA, CA 91730 CSB 3 oF 4 CHECKM R.C.E. NO DRAWING NO. MEP DATE 4/20/05 FU NO 2003-12 2036 EXISTING 6' PERIMETER WALL AT P/L EXISTING 6' PERIMETER WALL JERSEY BLVD. ^+ � � � • s, F FIRE SHOP SLOG 1 _ Y wr... .rla•r - .� .t P'Ir F,laa _ _ � , � ,. . . • FIRE STA ,�- � s � ` - , { MEW II i _i . i • 1 ` _. A�, SF N r, '�• '* .S , 777 , STAFFORD ST. g h V R r u,� rn ti e" 1 \..h - gyp ' ., _ 57 w0•.. TP.. 9�a.�+ t WALL P ,' 1 NORTH _ 1• f s'Dr psiOPOSf.O PROPOSED ABOVE GROUND EL 6• SCREEN STQRGE AWK.i r V . v .° t 4 PERIMETER WALL 'P OSE _.: .. PROPOSED ABOVE PROPGROUND FUEL � ria EXISTING FIRE t > or A. TANK TRAINING BLDG. 16 SCREENEXISTING 5' WALL 4WALL Y s - Wff tl-jj + Y .- . T 7 d i 6 Q - AZA as- •� � , G OUND ORALE TANK / \ - \ k\ PROPOSED ABOVE t _ _ r� _ _ _4 _ - 45 A GROUND FUEL of FIRE STATION STORAGE TANK � PERIMETER WCL ` , .• EXISTING 6' • , • EXISTING 6' PERIMETER WALL AT P/L 33t ;`� gti r{. . O T L a I rte• L V / � 7 ri/1�r C I TV. 1FME OSASIOM r 5 �r �j BMW x r x • 11��r M4�.w�1 W�f•1► � � � �•i .. :'.e•., "_: a .Y .._«e. '.5a,,' ,:;. 4 'a+� y by . LL' _n- Cid-� J - � . Y ���. LJ 1 ..0 - �q 3r �' ' � l iR - s f w. a --* Yr ❑❑C H4T(sirs --r SAN RFRNARDIN M X T �F if 11 i {��t�£.^' ,A _• •t k, ' • i T n^ 4j NORTH NORTH � • ..ra,. ,a ¢uE ♦A.H P/1Myl: NORTH N SITE PLAN STATION 171 SCALE: V=40' SITE PLAN STATION 172 SCALE: V=40' SITE PLAN STATION 175 SCALE: 1"=100' � SITE PLAN STATION 174 SCALE: 1"=100' (v&27 AMETNYST' oq&jZ SAN gERNA "NO RV. 11108 $AMYAN ST 11297 JERSEY BLVD. DATA SCHEDULE DATA SCHEDULE DATA SCHEDULE DATA SCHEDULE /i 4„11.>ATA!OM. tlwTN TY-IT =-4,0111,STA/on LaT T,IIOT 40 WW OQrk f OM.WO M TMOW ...-<TA/-s, TAN PIT \J �wAR OiMC!• MJO' lf.Tr Um' ,1a4t!- iT• RNw+.+a g..a lTr N,WiS" rR wai' �w'w '.wllT' •+r ' :,•u.r to q' Me•' //II\\ (i}-.sw• w+ram• .,.. W --ew� rc•.m.r u.. xr,s (.}-wae ;win ,wn '.... Is. .. ..+. .r... v IuI v �}•- w-uw �-w roar- naT fNX��w•o =rx. wa. NORTH PROPOSED ABOVE GROUND �°`� 4j--••w raw xMss �ra,T war u•wr- was- Mwr +. FUELSTORAGE TANK . •r• -um wr..e .a. w1•,rmm' ... wr. >.. rawe•- a. 17 EXISTING 6' PERIMETER WALL w.» w.... •.m. 0`— ,Fs— s- u<r C, NOTE ! "' r,••,w r,r w.s'r 4rrr wnr rur nt war .w• rxr am ...' srTs„•- r4• sar sir xor+•r s.r •.,r 23' PA DEE lIEET ID FOR PARKNIS LOT ,ra. w'w- Saar W,. *am .4nr w�,. .a, —•«v«•.s ww,- 1 tjsc -A'•d'F'PLANTER ISLAND .ail [-- ✓ DIMENSIONING COORDfNATE w,r ,.o•wrr wnr` wrsrsm• •ww- w,r 410,8'.'•.'N' rM' wM'REFERENCE POINTS ■ A, ws w«Ta' ww wx T 4n,w ntim•1. .es•• stag ras- .rrw' w' ar' 14 5 . w,m .t.,,•.- TFw ..x' , aao. a.,.rr . : .• , w.,.... w.r. ...r NOTE: _ _ ea wI _C. / 44rw•r°-, $ 1 . SEE SHEET 1 AND 2 FOR PLAN BLOWUPS ,F�r , ww' •�M„T• - l,.i •.-y',[,)11 w!•w•i ; r� F! ,r•Iw r"' M� _._ -- ""�.'r'"" A PAAKWO LOT 14WT, 1 Y > r ' C .. + A-s 49 EXISTING 6' I / ' DID ALT-w9 ;� j PERIMETER W I AND GATE I r I � EXISTING 61 � dl�•. ,r STADU-FIELD ' 11 Mr�•T+ t PERIMETER WALL I 1 _ \ , - f ; 9DFT9ALL FIELD 1 ✓ - ,� ._ e " DESCRIPTION OF REVISION DATE �: FART-A 10 L- SITE PLANS —_SA�1 Ol�ii'f Ck••D fi1R�9b91p1C — •� �' ' .'• !y } > ♦ Fuel Tank Retrofit with Aboveground Fuel Tanks for - t i Fire Stations No's. 171 , 1721 174 & 175 and City of Rancho Cucamonga Adult Sports Complex CIT ,° %raw - ---- -- ��� -_--�W; , , o •, -- - __.� {I--�-1�' I �� �� �r.,'. —,--_ i -' ----- f..f�. ;l f" - - �PARI�NG. Lo� «".."wRANCHO cur &DPDRTD oo9IPlcx i t^Z APPROVED EBYDATE:/Q S DRTH Iia ofDN9EM9f0M nANCITY ENGIJ--611 NRCE: 2�49. 53 DorsuLFIELD �i Gf OESIONPLAN PREPARED BY: RECOYMElIDED j SEE SHEET 140f I& tq No. 24953 z -_; W MCSB CITY OF RANCHO CUCAMONGA K Exp 12-31-05 -V 10500 CIVIC CENTER DRIVE •+•r Wow 91M19Tw i7�Ts73A '\ * DRAWN RANCHO CUCAMONGA, CA 91730 `�,�r elv►� `�' CSB 4 of 4 R SITE PLAN - ADULT SPORTS CENTER SCALE: 1"=100' f C� Cwcm DR�a No. 9408 Q0 C to E S'T E Q AVL!. R.C.E No MEP py1� 4/20/05 fN.E Np 2003-12 2036