Loading...
HomeMy WebLinkAbout2366-C2.159 10 z Z ccm 1 CITY OF FONTANA FIRE AND POLICE CONTACT STATION NO. (Z �o 00 ao 1 FONTANA COMMUNITY DEVELOPMENT DEPARTMENT CENTRAL VALLEY FIRE PROTECTION DISTRICT FONTANA POLICE DEPARTMENT CONSULTANT CARL W. DONMOYER & ASSOC., INC. CIVIL ENGINEERS LAND SURVEYORS 609 EAST ALOSTA AVENUE, SUITE 8 GLENDORA CALIF 91740 • (818) 963-5710 MAR S. LAMOUREUX EXP, 3-31-93 RCE 38382 APPROVED APPROVED NO DATE BY REMARKS ,/h FEs 1994 M$-y—a A5-euiLr5 GRADING AND DRAINAGE PLAN DRAWN G.N. CHECKED M.51. DATE AUG. ' 90 SCALE AS NOTED JOB NO. 8913000 ✓N 8.9 — 69 Dwc7e No. 2366 ESTIMATED EARTHWORK QUANTITIES .1. RAW CUT 300 C.Y. ' PROF05EU FIRE ST TIN PR ' POSED GARAGE PROPOSE POLICE AND RIW LIVE OAK AVENUE 930 930 2. OVEREXCAVAION OF UNCOMPACTED-UNCERTIFIED f 1 ,, ,, , . FOR FIRE ENGINES FIRE. ADM 'N1 TRAT10�1 EXISTING STREET IMPROVEMENTS FILL (PER PREL. SOILS REPORT) 1950 C.Y. PROPOSED COLIC. BLOCK - 930 RETAINING WALL 2 I 930 928 PROPOSED GRADE 928 3. TOTAL CUT 2250 C.Y. " i ,. 928 �-_ � - � Y a W3vZ v► eLF- s aW 4LU PROPOSED - GRADE 928 EXIST. GRADE FL. AT 0.509oM1 926 926 4. RAW FILL 1850 C.Y. 1t•= PROPOSED GRADE -77.00 FF r~ 2 7. 00 FF. 3 ?? ono 5. RECOMPACTION OF OVEREX CAVATED SOIL 2100 C.Y. a � T 26.5 PAD 111 � tII II _r If rrl- ! 926' -� ► '' l�I , l� `l�I ! 111 26.5 PAD 1. 1 11 �i ' ` 13% -T.L. AT 0.50•h PROPOSED II — r? --:--.. 6RADE 926 924 I 924 6. CLEARING AND GRUBBING, SUBSIDENCE >o lil 11� 2G I PI�►b + •�•.. •. IIr=U1 2 250 C.Y. FL. AT 2.099 -- • . •::• 5 924 I �'I Z coNl. Mow 5 924 922 922 7. TOTAL COMPACTED FILL 4200 C.Y. EXIST. GRADE STRIP EXIST. GRADE 8. ESTIMATED IMPORT TO THE SITE 1950. C.Y. 922 t 922 SECTION D -D SCALE: HORIZ. 1" = 20' 920 . 920 VERT. 1" = 4' SECTION A -A IE DRAIN BOX WITH ATRIUM GRATE � ' `SCALE: HORIZ. 1" = 20' VERT. 1" = 4' R= 12"x 12" ATRIUM GRATE l� (No. NDS 1290) BATTER �] E HED ° ;n 4:12 RIW R/NJ Q GRADE DIRT •' ' VILLAGE DRIVE PROPOSED VILLAGE DRIVE -.- ..I%! -- PROPOSED CONC. BLOCK RETAINING WALL PROF' S FIRE STATION EXIST.. STREET IMPROVEMENTS OL10E AND STRATTON EXIST. STREET IMPROVEMENTS .I III;II IIIA I = 2(a p • �. . 932 932 932 932 ' 0Z 1 PROPOSED 4' NIGH 12" x 12" ADAPTOR W ITH 6" DIA. 93O �N 930 930 CONC. BLOCK WALL, 930 OUTLET (NO. NDS 1223) I VIS PROPOSED &RADE W f' FL. AT 0.50% CONI. MOW STRIP 928 >c 3 27 DOFF STRIP MOW 928 928 3 PROPOSED GRADE 928 6" DIA. P.V.C. PIPE ? DETAIL "L" Z!o r I 2 I 4 2 1.0% PROPOSED Z7,Q0 FF AS REQUIRED oo NOT TO SCALE ilr 3% LO.1. GRADE777777.''.,u !--- I : •.. ru I►i_� s r a I 926 �, .. --- �,_�►� u.=_ • _ 26,5 AAD - rn 926 11II 9264"'26.5 PAD III 926 NOTE: _ 1lnirr 4�� ii� L J CONTROL JOINTS TO BE A MINIMUM 1/4" 924 • i i� - 924 -- _ 1 I--- -. TUMINOUS FELT AT 30' O.C. MAXIMUM EXIST. GRADE 924 EXIST. GRAbE 924 I I 922 922 922 922 I 920 _ SECTION B B 9 20 SECTION C -C I I --J . SCALE: HORIZ. 1� = 20' ON PLANS NOWN PLUG AS REQUIRED SCALE: HORIZ. 1" = 20' VERT. 1 = 4 PROPOSED P.V.C. VERT. 1" = 4' STORM DRAIN PIPE 6" STORM DRAIN TEE (NO. NDS 601) NOTE: ALL PART NUMBERS SHOWN HEREON ARE MANUFACTURED BY �_ a ►_ H ISO I Z NDS (805) 498-3656 IN NEWBURY PARK X Mlpi FL. 0.50% —1 " 1X MINIMUM /2 11 ��4 11 11 DETAIL K I9 �• , ,� /2 RADIUS •, MINIMUM ... _ .. ,• ,• , • .. •'':.4.�: '•`•'•,s• �. •. NOT TO SCALE 1 � ". /4 DIA. SMOOTH DOWELS ,'' : •. � .a.. •;., •..• . • •,' '.;.'.', • .• • .' , ° ' ••• •, � � BATTER 12" LONG AT 24" O.C. • , 4:12 • F.L. 0.50% 4 •', . ', , , ' . • �• 1 M O' ! % MIN, t CLEANOUT 4" DIA. P.V.C. MALE PIPE THREAD .9 MINIMUM M ' % MINIMUM .. ..' ,. , �, '. •• •°' " '• . ' ,, ' ' r •,' •. • nS.D "J(STO Mu RA N(NO) MARK WITH N H DRILL 3/4" DIA. PROPOSED FINISHED I • . • . �. : • ; • . TOP OF COVER. • >, s• ' D f � • ' ••'. .•••. Z ; ;• EMER4ENCY OUTLET PLUG FOR � GRADE OF DIRT � , ' ' ' ' ; ' , s/a " DIA. SMOOTH DOWELS 9O° ' •' ' • • ; • ' •' , _ 2 12 LONG AT 24 O.C. :',•• • • - I r 111.E I -I1 = -_ ►II-III r s ` ' . .• 21"Z„ 4" DIA. P. V.C. PIPE AS REQUIRED 4" DIA. P.V.C. PIPE • T ' NOTE: CONTROL JOINTS TO BE A MINIMUM OF 1/4" BITUMINOUS FELT AT 0.027 Cu. Yd. Per Lin. Ft. f CLEANOUT FEMALE ADAPTOR (N0.4P11) � ° • • 20' O.C. MAXIMUM � E - 'off"' ETA B Q 11 11 DETAIL C IO 1!V.C, 1/d 145•) "STREET ELBOW" Z BEND (N0.4P035T) �1 SCALE.' /'Z// //2 NOT TO SCALE `n - _ MAINLINE P.V.C. WYE I, FITTING WITH 4" BRANCH REFERENCE: CITY OF FONTANA PUBLIC WORKS DEPARTMENT NOTE: `�. Sidewalk Curb � STD. DETAIL 101 DETAIL A „O CONTROL JOINTS TO BE A MINIMUM NOTE: CONTROL JOINTS TO BE A MINIMUM 1/4" BITUMINOUS ( 1 45' I �� OF IL/,4w BITUMINOUS FELT AT 30' SCALE: / _ //2. ` 2 - No. 4 Re - Bors FELT AT 30' O.C. MAXIMUM ' - _ O.C.OCMAXIMUM Leng1ha 2B+2-0" ,. :., :. Type 'L odapter(roundb \ • • . • •. • SLOPE AS SHOWN ON PLANS PROPOSED P.V.C. STORM LEGEND: „ Q it44iUB�+ P plus (,Irrb ''W" • w id�h o� driv6Wo , � .. w rectangular pipe only) Rectangular Pipe '' r.ESS/ p` REQUIRED DRAIN PIPE .P • ParhWaq Arta UNDER SIDEWALK DRAIN NOTE: ALL PART NUMBERS SHOWN HEREON ARE MANUFACTURED BY NDS (805) 498-3656 IN NEWBURY PARK c 4' 9*W41K W SidowolK d' Gid h Gw01 ... A `. p '• l iti 7 11 11 DETAIL J I(o w No. 38382 " EXP. 3-31-93 �k . ,, • ... •. • . • Wow `� ., N _ 3 • NOT TO SCALE Stotlon at front of 5idawalk �-~ I�' o. P ;,... p FOFCa�.`F Vq R� E •w r TYPE 'L ADAPTER II=1► 111`111 Q roeNJ Z •-o'. roll III III Rf IJ Linv RECTANGULAR PIPE ALHAM¢�+itA FOUN07-4 COMPAMI RECrANGULA(Z CA6T- 3'-0" In IRON PIPE AND ADAPTOR. 3"x5" /N LIEU of 517E W. I AND *I AW N LIEV OF 513E No. -5 RECTANGULAR PIPE R ALHAMBRA FOUNDRY COMPANY 24"x 24" (CLEAR OPENING)TRAFFIC = lit • Sid wol •' • ' ' ', . • • CAST IRON GRATE AND FRAME NO. A-2012 • size outside dimension inside dimension size A B C D E of ut f0u.� O�CWb foGv 1 29 I 5 1/2' x. 3 314' 5' x 3% 1 3 3/4 5 V2 8' 6 2 e D.: III w „ ,� �� N _ VIII► ao Ori GW4�1 ---� �- © 3 I5 7i8'� x a I/2" 15 1/8"x 3 I/2" 3 4 1/2" 15 7/8" 16 1/2 10" " :d _. , .; ►. n o ROUND or RECTANGULAR PIPE •n • `n a • ' .• � W . Round Pipe Rectonqulor Pipe •. O 0 O O a • • ' • .' , a Rebar 4" a I L ' 30. . ' of Curb Sidtwak�• • : • ,• M .R•, - expon9lon Joint NIi:GkGA PIQAb Joinfi �xpanaion Joint .. a g" 3 O o :Ii.' 7 O =1 Foa of Curb Lip of Gutter M •,', � a _ _ 1111 1 =III= NOTE = Contractor shall use JOHN MANVILLE Cement Asbestos Products or Approved Equal � Top of Curr d` dig» Front � 0 MowoIK 4' I�Oiuy DEPTH OF 3•# 3 Rebar IDTH OF RECTANGULAR T�r :. ! : : ',. ' • PIPE PLUS 16" i7— • •i �'. 0 0 0 O FOR D LESS THAN 15", B - 8" MINIMUM AND 12 " MAXIMUM RECORD DRAWING • • .�.____ -----•---- �+•+ --- . .___ • �' _.�..... . '.. •�' Fr �, ' �" �' I �— ' . .'�; RECTANGULAR `i :. '�� ���. • • o' BEDDING MATERIAL SHALL CONSIST OF SAND, GRAVEL, ♦ 1'1%dU3 • , ' ' ' • . . • •� , �'f(aldi.�s' • • ; ', '. ' PIPE PLUS 4" 4 rebor ,,.a • 4" .: s#3 6" s : _ e -' ,` •9 ., r:' ...... v• CRUSHED AGGREGATE OR NATIVE FREE -DRAINING _ THESE RECORD DRAWINGS (AS BUILT DRAWINGS) • ,s J , , • • 1 `�\� :� • o, o - ; :ti a; MATERIAL HAVING A SAND EQUIVALENT NOT 1/4" HAVE BEEN PREPARED BASED ON INFORMATION fac�n�on Joint Wcakw PIon*Joit* 1 t/2"Cleafl," 0 4 rebar LESS THAN 30 AND A MAXIMUM GRAVEL SIZE OF SUBMITTED, IN PART, BY OTHERS. WHILE THIS 95% COMPACTED_-,' $E TION- A -A RECTANGULAR PIPE INFORMATION IS BELIEVED TO BE RELIABLE, Drivr✓wa �I n+►ion Joint y 5cotion of curb few NATIVE- SOIL JOHN MANVILLE . ASBESTOS PRODUCTS a FABRICATORS 2316 Son Fernando Rd. Los Angles, C0. 213'223"1371 11 11 DETAIL_ I Q TRENCH DETAIL WOLFF LANG CHRISTOPHER ARCHITECTS, INC., HAS NOT VERIFIED THIS "Ell8 29 DETAIL E Q�� RESPONSIBLE FOR ITS ACCURACYOR ADEQUACY, 1i f1 REFERENCE: CITY OF FONTANA PUBLIC DETAIL D Q AND IO ,. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOR FOR ANY ERRORS OR OMISSIONS WHICH MAY WORKS DEPARTMENT STD. NOT TO SCALE f' REFERENCE: CITY OF FONTANA PUBLIC WORKS DEPARTMENT STD. DETAIL 124-A - HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS A RESULT. DETAIL 102-C 1 CITY OF FONTANA FIRE AND POLICE CONTACT STATION NO. (Z �o 00 ao 1 FONTANA COMMUNITY DEVELOPMENT DEPARTMENT CENTRAL VALLEY FIRE PROTECTION DISTRICT FONTANA POLICE DEPARTMENT CONSULTANT CARL W. DONMOYER & ASSOC., INC. CIVIL ENGINEERS LAND SURVEYORS 609 EAST ALOSTA AVENUE, SUITE 8 GLENDORA CALIF 91740 • (818) 963-5710 MAR S. LAMOUREUX EXP, 3-31-93 RCE 38382 APPROVED APPROVED NO DATE BY REMARKS ,/h FEs 1994 M$-y—a A5-euiLr5 GRADING AND DRAINAGE PLAN DRAWN G.N. CHECKED M.51. DATE AUG. ' 90 SCALE AS NOTED JOB NO. 8913000 ✓N 8.9 — 69 Dwc7e No. 2366