The URL can be used to link to this page

Home My WebLink AboutCucamonga/Demens Creek Park I _ 6XCFP7X01.- G•� VALUE ENGINEERING PAYS 1k' INDEX ® FDRAWINGS SHEET TITLE DISCIPLINE SHEET• `16.8 TITLE SHEET 61 1 PARK SITE HORIZONTAL CONTROL C1 .2 PARK SITE GRADING PLAN C2 3 PARK SITE DETAILS C2A 4 I SITE GRADING C3 5 r F3�TFi�fT UNDERPASS GRADING C4 b 19TH ST. UNDERPASS DETAILS C5 7 19TH St. DETOUR PLAN C5A 8 ' 'BASELINE UNDERCROSSING Z;6 9 CUCAMONGA CREEK BRIDGE C7 10 STA. 888 + 24.14 r, CUCAMONGA CREEK CHANNEL C7A 11 BRIDGE DETAILS/FENCE DETAILS STA. 888 + 00 DE14ENS CREEK CHANNEL C8 12 _ BRIDGE STA. " + 20 ' DEMENS CREEK CHANNEL C9 13 i BRIDE STA. 111 + 80 RANCHO WASH BRIDGE STA. 13 + 50 CIO 14 CUCAMON"-DEMENS CREEK BRIDGE STA. 21 + 751 C10A 15 EQUESTRIAN TRAIL CII 16 r µ EQUESTRIAN TRAIL C1J2 11 SANTA ANA RIVER BASIN, CALIFORNIA EQUESTRIAN TRAIL C13 18 •;: � r EQUESTRIAN TRAIL C14 19 EQUESTRIAN TRAIL C15 20 EQUESTRIANEQUESTRIAN TRAIL C16 21 TRAIL C17 22 a..` �CUCAMONGA AND DEMENSCREEK EQUESTRIAN TRAIL C18 23 EQUESTRIAN TRAIL C19 24 EQUESTRIAN TRAIL C20 25 SAN BERNARD AND RIVERSIDE _ EQUESTRIAN TRAIL DETAILS 221INO EQUESTRIAN TRAIL DETAILS C21A 2627 PARK SITE ,.'DETAILS C22 28 PARK SITE S t DETAILS C23 29 ,p SHELTER DETAILS C24 30 `PARK SITE UTILITIES U1 31 DEMENS CREEK TRAIL REST :T U2 32 j RESTROOM. PLUMBING U3 33 FLOOR PLAN, ELEVATION AND DETAIL'S Al 34 RESTROOM DETAILS A2 35 RESTROOM DETAILS Si 36 RESTROOM DETAILS S2 37 PARK LANDSCAPE PLAN Ll 38 DEMENS CREEK TRAIL REST PLANTING PLAN L2 39 -PLANTING DETAILS L3 40 `I til PARK IRRIGATION PLAN 11 41 y N DEMENS CREEK TRAIL REST IRRIMTION PLAN 12 42 ELECTRICAL PLAN E1 43 ,{`,'," ELECTRICAL DETAILS E2 44 ANGELESDISTRICT ... LL y 1 W i « 4t t d ,. � d�a.w. :•tel=a=rc: .,. ABBREVIATIONS r 3 N r r v �. ✓,r off; - A.B. Aggregate base GAL. - Gallon �, O I-!�L :tri �'�:��•; - - Z A.B. Anchor bolt INV. Invert a J y A.C. - Asphaltic cement M.B. - Machine bolt _F. W ' � - Asbestos cement pipe MIN. - MinimumzW A.C.P. Z YYYY A.C.P. W • s► B.C. - Beginning of curvature MTD. —Mounted 2 14C B.C.R. Beginning of curb return O.C. On center O 2 w O �i 1 1 ' K. - Blocking - C4 0 Q ' ,:� '♦ NNF 8L B oc g P.C.C. Portland Cement Concrete > Z CC i SM - Beam P.E. - Polyethylene pipe f Z Z = r,L; LU w 1— - ' C.L. - Chain link P.O.C. - Point of connection 1, P �!I L��! w. C.M.P. - Corrugated metal pipe P.S.I. - Pounds per square inch j iRl C.O. - Conduit only P.V.C. - Polyvinylchloride pipe co U N I _ Cubic Yardrd PL. PlateC.Y. O 1?,Nj OJ.� <> CMU - Concrete masonry unit PLY'D. - Plywood �° SHEET NO. C20' �, GpLLE�F CONC. - Concrete PVMT. - Pavement p CONST . - Construct R.C.P. - Reinforced concrete pipe 1. C19 k C 1 8 AV CONI . - Continuous R/R - Railroad _ `• ' ; m DWG. - Drawing R/W - Rigat-of-way �\ 19TH ST C 17 E.C. - End of curvature REINF. - Reinforcing l f tiQ C 1 g 116a Q� E.C.R. - End of curb return REQD. Required 1 s EA. - Each SCHED. - Schedule CUCAMONGA AND Dr: M, ENS CREEK -IECREATION U S ARM CORPS OF E GIN ERS `! 4y �� ELEV. - Elevation SHTG. Sheathing C EXIST. - Existing 1 and G - Tonque and groove f F.F. - Finish floor T.G. - Top of grate C 1 3 ��" , 4 F.L. - Flow Line T.W. - Top of Wall u11'; Y C12 co co GLli� IM h?• _ , F.S. Finished Surface V. - Volt O FT. Foot V.C.P. Vitrified clay pipe �` - � FTG. - Footing W.W.F. - Welded wire fabric •, FOOTHILL BLVD = WD. - Wood A� G W tz1 `AN D8 D,�pE C > Q`� P`D I I U r A P4 � �or�U0 San J San Luis Obisp Bakersfield �..,� •9 a �` '� arstow aF c►►�� 1 Santa Barbara uy Lo ngeles +� ' 4TH S T > � c�Csror� 4 ~• SYMBOL DE$CRIPTIONS DATE APPROVAL San Bernardino G�� REVISIONS LANDSCAPE U. S. ARMY ENGINEER DISTRICT • �\ ARCHITECTURE LOS ANGELES SAN BE NARDINO FWY IM?IL MOA~ CORPS OF ENGINEERS :_.. DESIGNED BYs SANTA ANA RIVER BASIN•CALIFORNIA j C CUCAMONGA AND DEMENS CREEK• SAN BERNARDINO AND RIVERSIDE COUNTIES !�i�"� !✓ VICINITY MAP DRAWN BY: CUCAMONGA AND DEMENS CREEK RECREATION PROJECT KEY MAP NORTH CUCAMONGA /DEMENS CREEK NORTH, N.T.S. aECKED BY# N.T.S. CRY OF RANCHO CUCAMONGA APPROVAL 'APPROVAL RECOMMENDED ,Z TITLE SHEET PARK PLANNER CHIEF, DESIGN BRANCH .- SUBMITTED BY. APPROVED ' SHEET APP�iOVAL RECOMMENDED CHIEF PLANNING DIVISION SIGNATURES AFFIXED HEREON INDICATE OFFICIAL RECOMMENDATION AND PREPARED UNDER THE DIA' OF W09 OD G 1 SPEC.NO.DAC -e3h APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET CHEF, SAFETY OFFICE DISTRICT FILE NO. ll COL.- OF ENGINEERS U.S.A. DISTRICT ENGINEER SAFETY PAYS *U S GOVERNMENT PiNNTINO OFF CA,1950-78 .134 r & e, a •;y,� ,. ; - - . VALUE ENGINEERINGIlk PAYS lot \V- A •V 2'05' 11 " E 1= m - - 9 100e "bv ►. y. OC) 4--99.oo, • o 001 O E DETERMINCD I u� lN�ATHE F•1 ESL D 'c9 « R-364 '3 4=90°00 , o - 7 0 =- _ � � `j � .`0°52••20 •�X34 . 00 ,• R. 6, • fi:: �9► D x.69 X00 �Q• OS ` 09 x354• 4, 0~ °52 5 � 3-3 .7 5 4 90°00• `�s� � I N. , } ` S� D�N0.67 •30 g�• oo •o po• j j1 + � fr) 0 � m ' R=35 00 ► ,� ��►' ' 32. 25 0 O A cp - �.47' ,� 4.' +!'. jl o 51 101 C,I G /3 � a � _ 00 % co / 4 0 di .40 N i� I d o i w - P�RNEAe , O5 AcRes � o � - � 0 1 � • ` Q m � � � 3 _(y .n N NO . DELTA RADIUS LENGTH TAN o .� / 03 N a C1 92° 18 ' 24 " 20 . 00 32 . 22 20 . 82 , / � r C2 90000 : 00- 5 . 00 7 . 85 5 . 00 "S� i r j c �, , v 14 L: iC` C3 90000 00 " 23 . 00 36 . 1 3 23 . Oa c i 23 . 00 D r � ,� ,x'00 h \� ° 3 • 98 21 . 63 _ CO C4 '94 29 36 20 00 2 236 ��4"W f � � O � � . 0 ~ C5 85° 30 ' 24 " 20 . 00 29 . 85 18 . 49 « 1 0 . 00 x109 40 V ° 40' 14~W p,� ^DO r ^/ C6 90 00 00 10 . 00 1 5 71 _ ----.._._-- ,' C7 87041136 " 20.00 30 . 61 1 9 . 21 Nf- 585, L^c00 O Z O • � - C8 6° 48 ' 00 " 585 . 50. 69 . 49 34 . 79 - N ° 37 • ?_3 23 . 04 o 3.OD C� �1 -- ��' C9 85 19 30" 25 . 00/ o a. ~, C 10 80° 40 ' 00 " 25 . 00 35 . 20 21 • 23 --- 2a t Y o Z 1 1 45000100 " 20 .--6o 15 - 71 8 . 28 `" t 12 21' 30' 00" 54. 11 20. 31 t0. 27 low V i �C9 of x.00 C? f' �`' \ �5 �'-��' N 09 40' 1 g6 '00 �� -t-y-- V CP ra E ,� \• �'� ',n 1 i Imo-, •-1 '$ x ' o , � o •� a N W 299 '�� , • r �o � 4 .02 N11 ° 58 3 ��0 , O 2 00� 12 ' 03 A 0 r 35 0 , 13' os C8 . �j� N 5047.. V.�. S2�' :23• 3 -� �.o� 35 .65 f - F[). 1" I.P. DN• 2 r �.:5� �p'�•`Z¢' L=71 ;21 «� R-606 '00 ''S13C0 SURV" J Q, v � _ &=6' 48 00 ' ' ��, p� ° c 1IRT. 15UE.NPt V 115TA «W 1 . 13 a..► r � r C ALAE IDE L PRADO 10' 38 20 -,n G r L � A _ _ p .00 A �:, _ �X t ST iN �-- Fp . 11 - (3 P K . �. TlN x N1t2,941. 22 =" w R-�0 -- �- v N 1x,411 . 5� E 1,585,40-? • 75 00 � _ E>51523.41 r 6.0 ' - 4:5 G. 2 G 0 ENGINEER: ' 13, 0 .1:P. KAPP dt A L4CI•ES INC. ' CONSOLTING CIVIL ENGINEERS, 0001-� I"" 1588SUR4 PASADEYORS NA AVENUE • ♦� ISSr (714) 73"757 213.55' r-IF , k .. • ' M • 11 _ SYMBOL DESCRIPTIONS �� APPROVAL DISI. 2 �2 , Z i; REVISIONS 513C0 50Rv„ . j U. S. ARMY ENGINEER DISTRICT j LOS ANGELES N '115, 50-7- 4- !) SCAI-Et 1" = 20' E rjBFj, 42S•-7Z CORPS OF ENGINEERS r • DESIGNED BY: a . SANTA ANA RIVER BASIN,CALtFORNIA - CUCAMONGA AND DEMENS CREEK, SAN BERNARDINO AND RIVERSIDE COUNTIES ' • CUCAMONGA AND DEMENS CREEK i DRAWN N BY� RECREATION I " CUCAMONGA /DEMENS CREEK CHECKED BY: • ALTA CUESTA PARK SITE • HORIZONTAL CONTROL SHEET SUBMITTED BY• - - _.._.. -_ - S SPEC.NO. DACA09 83 DRAWING NO. I DATE DISTRICT FILE NO. 1 PAYS SAFETY _ r,,a'..• 1 r .: .-. " I `.• a#! ` .s_.._- .. ''t A .f'.k., •.Q• ♦r+ y.y.,00 _r',of Yrin•"3.. Rwr..�wsM ft!!!•'.rJh.A'^ , . .e . +>\ L.. ..w •Maw e'v"...+r.:. M...,.•.+rte Ax•► _ r 'r!.. ...r. y y . t , , J•I l .....,M• _.: ... ._., _. .... . - ...- <S-^•°^ - nor T! ^_...,,T-a•. "A,• +.. .. .. _.R., ' _. __._ .. _ _ _ • - .. .,,,, _. __ r VALUE ENGINEERING PAYS 5'O' V•c, y o �j \T- • . \ \ - ' O � W 32.22 0,c, o � + PRO l05FI-) Ino ClaC•4/913 q 3 0.Cv 'o.G. 2 TA. �o+ Qo z �' Adb N ti W / ` N N V 4Cgid' �' a o okA Cf MI m ..-3,� 144% � V u d O' $ M 14 71- A' 114 A4 3 %8 0C. f1 s --4 - 40 — 15 i4 0.C. SrA. t 455.. COYER 'IV fw V. Cs+AL.VAN ED o Pl'CO /L#- A T sr F R.O.W. CF A ,�� •EX PAN SON JQi elf w AT l.1Nt C • -_._ ___j \ , - ' - � �` - 8-AC Co• VASE. eA a asp ........ .. ...._. ... ..........._.^ _.._ .,�... 40 vu tlow r W STA Fx Pa,�swN �r: ; LLJ 11 �• \ i _ ` ; � \ � zs J 2 Q '\ m R.aw. t/2" �xPANs1�N NOTES ~ �JQItaT I t. WEAKENED rLANE JOINT'S SHALL BE '► ' �i W 2 COWSTRUCTEP NOT LESS THAN 10 FEET APART. W ll?• Q • Z o ! Z y► 2 0► 1� ( ! uj '� '� W t� t w of Row• U. t W Z _..�- - -., ,... , A ► o wA"e it i�c } w uj V I � ' • 2 Q _ _._._..... �.... ......._ ....._.. ......�.- ---- t j = Z = �� ' 2 '� z � : = FEATHER To JOIN W W e- CROSS UTTER EXIST PVMr _ C2 i R 15 . A.C. C3E30 ,: f 457-A. 12 t 3 �7 A EA 1 N 5 Q AG• PvMT �' BASE 6Y S&WCUTTI NG c EXIST Ac. PYMT. REPLACE MT• E 5 DEWALK- TAPE R. 1b ' G„ 8.. L(P Yg R AND BASE IN KJNl D w a 1:4 DAT TE rt_ T OVE2 LAY •v R a .J • QW-1 "• R CF quo Cow ST �" THICK A:c. PA V EM E AST ��.<` �.c y I• � '.ar - OVER L.AY �` 1� .__ _� .. "',-' �, `=; -, '• 1 CONST. p C. C. CUR B � Qki �Q� REPLACE A.C. � I GcaTrE� ..._. 45 - _.._ a� -- off' --�.-�� --qCS _ BASE IN KIRP--** ( r t h 12" 1�" / Ca' CURF3 ONL`C 5 TYPICAL SE CT IQ N --� ALTA C UESTA �... FIXIST• A.0 PVMT. STA . I + oo BASET E3E R>EAIk�V'fD GuAle .4'— �" PC.C. CURES AND GUTTEF�. 2 G4ol N � �4"Ti�i�� tc. c. wok.K. oN CoMPAG'I�O k ^ / '° ♦ % .' _ SYMbOI DESCRIPTIONS DATE A"ROVAL �� Intl 1 Ir REVISIONS `" '—'¢7 __-•�-.""- _»__. :a.--.1 ---- �� ^' ,�8 �8•• ,, U. S. ARMY ENGINEER DISTRICT r LOS ANGELES AC. Pt�dlT 3�3.�up / P NIT •s �,� l� LJ AA~r PV CORPS OF ENGINEERS A - '4 - LEVEL '� LIt4L;, D sicrw `Ys SANTA ANA RIVER BASIN.CALIFORNIA I r " �,� , . F ' `., _ u" _r CUCAMONGA AND DEMENS CREEK. �n R y2 � SAN BERNARDINO AND RIVERSIDE COUNTIES STA. A4 + t5' � � ~ G ` =� DRAWNIlY• CUCAMONGA AND D'EMENS CREEK P. C. C. WAL4 ' i I t � ; a E �;� RECREATION �2 CUCAMONGAMEMENS CREEK aI+ECKED a<Y, - v: DETAILS P. C. C. GUTTER � r � 3 � � � -IanGnrEEs� J.P. KA" �I V4C. SUBMITTED BY: SPEC. NO. DAC A 09- .,B,�D-QQ SHEET CONSULTING CIVIL ENGINEERS, SURVEYORS AND PLANINE" "":w• IAiA! P&SJ=rA AVEMIE DRAWING N0. _C2A .: ' . TU>lTtN, PIAN nw 471" DATE: DISTRICT FILE N0. a y SAFETY PAYS 5 6mrAMENT Pull"OFM 1 134 •h` J r , M • PAYS VALUE ENGINEERING ' .✓✓' _46 3 . .................. Ak• ,.. ��- �. t:7 P'W co r " L 5=0.02 0 ' GNC, ' � � ,� • ,"' COLLAR ' IS Rip IS R•C•P w rfj �,.--.''--'` \\ sem, . ,.. , PROFILE OF 18 R ,c.P / Y 2 SCALES . HORIZ i" vegr 41 • °''` _ Al CCM ,✓ / EL ' , 4' kD \ • , ' r / -- g3EXIST, C.0. ._... ...N4� jow "• \ J .�,�^, ,��'' -�• �.� .:• •2� , � , N Tom' .. , ,,,. ...•...; �, .� �\ 2 . I �=A .°'"'• ' -� EAR _ "�"`'• y � �$ �► ml31 { » 87 , PAD = 5, N P SITE BNDRY. A til EX IST. LLM ITS of CrJN STRUM j • � � \ "•' CAMORE TREE I 4 a Z J 3 •� � j�,Q` •'� � j I 35.5 . U Z W Z � V > I ' WWH ,�9 ( Q ( / � l0 s to //, .yam 2 • t,r k< q•at yb 1 . R0 ,r •�9 l i I LINE t_0 REM 1 ----•-....___... . it .l / 1 ti _ Q? L° ,'� .-s�•, 41. r'r .40 IV,)r,g ' 01 4•• TNIC c2A ••,� .. ,r. :xi� V� CONST N/AL� c2 kD ;Lq ° ' op 0pC y - 'A� > (J r CUR31 S ofJ uGAMoN T- Z AC .. � \o �'� N RAN CZA �. ' �5T p� L�p,�to Z 46, Ott. 5Yp D� 2 N p.11. c2 pE p,p. s� AA slee 1.53 S p D �' D _ j t. �•; •f NAG• V�fZ 42.33 � �• —J . • 3�3� . CON`'T 2 41.83 0. o 5.3 CONST. Go CtgY O /, / (y5. 44.87 Pr oNGA �s•a ? �Nt.CNO M O _ - G� , • "" " ""�° ,r;... `'"j R PERS r ----._. .•,;. .:,,..r : ' �. 17 CK Nps , 45.6 45 lye• C ' 1 cD• � • S.ICo X f Q� x CO 0 oATE A�ROVAI 5 ALS �. GO a `� M �F �� G 5 DESCRIPTIONS y''•j" ( 2 - A p SYMBOL .. I ,ti�,l+•a1"4M.2 �. ' r` � `.� � Y 1 �� . ,�' y ! A a ' '', � • M"'V.!' 4 � G R, 7 V I _ � i� _� �• tiE,�^aC��_. �;� •. C.��`"� �p,.` '"" ' ! , �TP`typ b REVISIONS V. S. ARMY ENGINEER DISTRICT � LOS ANGELES / f o� r r • Nic • a;h a. e w�..r,• .• r +.— .... rs•.""x' • Vit' :..w-'' E SV' .r! p Q� CORPS OF ENGINEERS ' ,f iS� SANTA AN RIVER BASIN,CALIFO ,�'' . —• ,c N` 'p:• fi � .�Y" . 1 DESIGNED 6Y: '8 A ' •' +� . •.. - � ' MENS CREEK. D E AND ` SAN BERNARDINO AND RIVERSIDE COUNTIES a ;.. , . . NGA AND D • A - REE H. �,, 2a DRAWN SY= CUCAMO EMENS r h 3 ,fi y 3 ,) T (�Q�� GUTTER �a � °r RECREATION .•. .3(! { eJ s • .;;, .,' ? } . '. CITY DF , 3• 4,.rHiCK - - - CUCAMONGA/DWENS CREEK x x• <o@#s s ' 'r".i' " i!ft i ` 1' STD• c. o�v f aV i co ALTA CUE STA PARK SIW _ _ � GRADING PLAN _ ENGINEER: _ +�—l+=1 SUBMITTED BY: SHEET 1 N Wr ,fit J.P. KAPP dI ENGINEERS, • SPEC. NO. DAC 09- _gyp •�2� 0� . _ CONSULTING CML SECT 10 4 A A SURVEYORS AND PLANNERS N2 riVT.,St 15894 PASADENA AVENUE DRAWING N0. �!w �► j 'TUSTIN, CALIFORNIA 92M DISTRICT FILE NO. %I, 0 (714) 730.5757 DATE. SAFETY PAYS ' " •.7U.S.GOVERNMENT PRINTING OFFICE.1980-784.134 S►: 1 VALUE ENGINEERING PAYS dop .00 ' # . N N �O• ' 00E dop lope dop Ile Pit \ r COCA -- / .3C ��\Cid . !7 j r -- r?ACT' /VO. f PRojec r 6175 i n VICINITY MAP i I W PNN i +,*. W M Z cr , J / a O F. < F- WZ LU op U a Z W Z i LL � � WZ ZV r O Z *Ali iii C ��/ G;O / C „ GEzA yew ' l ,a �-/' P 2.O PKEFA6RICATE 0 t I� /� �� • ' SHEC.TElZ OW COWC• D — r p E0 G ") 7YP — — - oNG u _ — — „M G /i / - .. „w,�,y, -^ GRAVE L _ --- // _ i , _ r;r,r-- —FA�.E OF CNA NNEL W'4 L CHANNEL CREEK `_^_��___—___=---=__—•-_ —_ r — A.C. I 11l ------------- MENS - fop � N Z SYMBOL DESCRIPTIONS LATE APPROVAL yW PLAN Q 0 REVISIONS U. S. ARMY ENGINEER DISTRICT + afl LOS ANGELES ti CORPS Of ENGINEERS DESIcNW BY: SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA AND DEMENS CREEK, SAN BERNARDINO AND RIVERSIDE COUNTIES DRAWN Sys CUCAMONGA AND DEMENS CREEK RECREATION CUCAMONGA/DEMENS CREEK ON= Sys SITE GRADING ENGINEER: �� ✓ s SHEET J.P. Z"P dl ASSOCIATES INC. SUBMITTED BY: CONSULTING CIVIL ENGINEERS, SPEC. NO. DACA 09- _A$C�-0025 • SURVEYORS AND PLANNERS iSM2 PASADENA AVENUE DRAWING N0. TUSTIN, 99M C (714) 730-6757 DATE: DISTRICT FILE N0. SAFETY PAYS VALUEENGINEERING PAYS a . 15'-8"x 15'-0". MULTI PLATE UNDERPA% �ONX Z' I CORRUGATION , IZ 6A. � 19 100 Dc EX15TIv1G 60ARORAI L _ _ •�, 560 95 / yEX15TING GROUND- 95 ROUND v O 3 COVERLn axro -W 1: X WI.4 w,�jy(, \ 90 o P P E O 1 17'—8 .. P, G. G w j A. Gxc/lox 10 W.W.M . S. 0 . 01CM 0��11 `� UR Al /O.YERT/CAZ �c �. �N ' CGEA,2ANCF .r' A, B. 75 TYPICAL CULVERT SECTION CULVERT SECTION — GEOMETRIC LAYOUT NO SCALE NO SCALE 116 L . F. 15'-8'' x IS O" MULTI— PLATE U N"DE i�, PA55 (12 CIA,) - PROFILE AT CULVERT BOLT TO ANGLE PER MANUFACTURERS I /� x I 2 X 4 RECOMMENDATIONS. NO BOLTS TO SCALES: VERTICAL.1%s' _ EXTEND BEYOND CORRUGATION HORIZONTAL'. 1"= 10' �' �o �w'� O. r • 1 �� t- ' 20 20 20 1- Q • x u� ,0 0' _I �- G C CON , 66N D i o .�. l P,181.8 u: ` W UA � -' z TO SHAPE OF Q - o o ° x � .. °o� _ = �- �� TOP OF GULV15�T � y� Z W CO -.- N, R Z W Z �G o0 �O `DZd 20' Co''X 2" GORRUGATIOW5 W �. uj ZO Z W LL • N END VIEW SECTION 3 = _ _ ex tsi: GROL)W0 WWF- NOTE : GALVANIZE 0 . CULVERT , SKYLIGHT 4 ANGLE AND REBAR NO SCALE 4 c-s AFTER EABR IGATI ONt . N LY. BIKE PATH NO SCALE SLY. ACCESS ROAD NO SCALE y . �►:, Y DOLT PER MANUFACTURERS RECOMMENDATOW5. 3.20' NO 50LT5 TO EXTEND 5EYOND CORRUGATIONS. 15 M" _ f84� V. 90' 20` 21 ' CULVERT� SECTION �-- PLATE JOINT P.1.• t0-1NO 1 _ M 20 1 1o_ „ I o s <Ln rI � SLY. BIKE PATH K 1ST. G Rs✓U N D ",- —•r.,. `` .�1NO SCALE o GEAPHI C� SC, ALES sYmaa oeson►rioNs DATE AMWVAL -- 0 5' 40' 50 REVISIONS U. S. ARMY ENGINEER DISTRICT N�LY. ACCESS ROAD LOS ANGELES �,. NO SCALE _ . CORPS OF ENGINEERS „F y , - SANTA ANA RIVER BASIN,CALIFORNIA ,; 0 5 lot 15 20 25 oEsD ,�� f CUCAMONC3A AND DEMENS CREEK. i SAN BERNARDINO AND RIVERSIDE COUNTIES ' CUCjkKO.NGA AND DEMENS C1REEK DRAWN sY� • RECREATION c"mm; a. CUCAMONGA/DEMENSCREEK Y. }, 19th ST. UNDERPASS DETAILS SMUT SUBMITTED EY: SPEC. NO. DAC A 09• _BAD-QD?� ,w ' - : • DRAWING N0. DATE: DISTRICT FILE NO. , SAFETY PAYS •�u a c°��Nrnwn"ar�ce fteo—»M1� VALUEENGINEERING PAYS RELOGATE" OR DEEPEN VIRR. ' CO LINE A5.• REQCIIRED ' ti �4i sr �►oy 1020 + — 20v. . F �• G + P.!.=4.3.4 P 1.s3�L.55 w♦ ID IO' L0 GOA Ike/ O O2yJ� / F�C�' % 3° 1 Q1A``- �_��r s y ;r `` P po/! 1• ��' �0' N I Roi Ur roe *e f` /6 Cq1• �... cn �i See c� h "`" �[ e % ,.• .., P A 100 N 00, � ' N 9 s, ao 3r, r s p �F Z cn I os' •. ' -- —— 18WATER — INE . � EL.43. ' • ` h, r/r �t •_' . �� "+t. ) e _ t sem• r; �. ►�• `a + , rc 4c ,� �, y DRI DSC E GIRDER �lo, :, . ., r • 10 TGL � . • i 1'~ --'i� • .'—`�: t } 31.2 f` �Z•�' p c Q 5 4�3 '52.0 e i .. _..._ ` • / -- - - o • O C ort iev .5 +' w Wil►. *i• A•i aaa =Qa:s•sv r �5 /441 ! ~ PAV. ICER AC PAV — J 1 . AC RAMP ,Gr'. .y yt�. r► =s= :s s a:s s y A a. L. , • 4�- �—"♦ ♦ . _ SI R P PROFILE N' LY. Elect. 4313 S rc 1422 7 r \ ;',FLOW '�c .e , y ' CUCAMONGA CHANNEL `~ NO SCALE I 30' RcP BIKE PAT H-� E(VCi E5`TgIAN � �L 14 .99 • •` . is • '` •• a s s sss=a .m a•s t •rr.�)a•Ir•�fi•t•= ►. ss • •� .y ' R / AC F4%v. A C PA V. _,• • �.6, r �4 RCC *B/ / // A/ltt /!y C a _` •``• ti. A �•.h tw,v +,; , 00, 14 10 O/ Few / / . s,.� •ri t-4Lw gr•j&4w +�. / \ ,, /s � ° /qe��. f, a' ----- ../ CONC. RAMP \. PROTECT IS STL. GM L44') A8UT _ / WATER LINE IN LAGS �`,,es / '►� Pp /� �� ..� ,\ .... �- O I '�Z ,e 33 �A c PROFILE ERE014/ '\. , lt_ ,n to • \ �/ear in 3� y J + as �• (h E L.43.3 ST BRIDGE GIRDER oo f� as e2 .� , r� I C L E A R >� F►• , 5,- 205 26e ee z 4cc C`, C'A► er 9 rc ' ?'` ' ` 3% + IOVc '+ ( 993 `,r` � � .,,r,, ., �+ •. .... 30 apo/ OP PROFILE SLY RAMP , w NO SCALE N PLAN z SCA LE: Ill= 40' IY i r zwz W � C7 W o 0 i 9 � W � , Z w � V t < t Q. < 0 IN EXISTING GROUND ` 2N = tv SLOPE (I% H : fv IF v —12 - � v o OU N D�01 N DAYLIGHT F3A5E LI NE BRIDGE ROAD suRFacE RQLUIRED NORTI� WING /eC4'�(1TMENT I��Z : I SLOPES IF fZEC�UIREO) p . -- G �� I' 10 1 ' AT NORTH WING WALL BOTTOM OF GIRDER EL. 144.3. 1 � Pp G.(Jy �G ,RI P RaP �� o" 9_ 1 Zvi > � P• tii � Q-6s1zE I AN EX15T GROUND �ati�� .�� -� �� oto 5EE 2 Z°(o 2 EL 1456 uc IaN I ` �� GONST 0.20'A.C . CUCAMONGA I12 I20R2 � aC. 4 CHANNEL t Ex 15T. BRIDGE g_ ' P� �� PROTECT 18" ABUTT M E NT ' 500 1��•��, WATEK L I N E 5= .0500 �o 1 N PLACE FELOGATE OR DEEPEN GONGKETE GOLLaR �� i� �.1, �� BIKE PATH CF e IRP• LINE A5 f<EQ, D 5E � • � _ TYPICAL SECTION BIKEPATH • RIP RAP SES 2 E _ �� NO SCALE EX 1ST" BRI DCE NOTE : RIP RAP S!-IALL EXTEND TO z t f 5 OEYOND 13RIDGE EDGE. 5 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES PIER E - OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS . TO 7HE BEST OF OUR :.KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN _TYPICAL SECTION - BASE LINE BRIDGE ON THIS MAP . THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- . ,,,: NO SCALE PROFILE - 51 w R.C.P. RELOCATION tAUT I ONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND _'ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING . • NO SCALE • 2:OM A4012« 1 -. A Y • 1 t- Z IIZ BELIEF TYPE _ *: I 11-01, MIN . symNx DACE AM MAL REVISIONS GRouTEO �I P KAP 04 D L T U. S. ARMY ENGINEER as1RICT 4"- S" 611E; o LOS ANGELES _ 18 10 5" CORPS OF ENGINEERS HAhO PLAGGp •• ►r, , �• SANTA ANA RIVER BASIN ' RIVER RUN STONE 5 I" ,1 '-Goo IQ" �� , 1 �.� O o �Y� C A L I F O R N I A ' 1 �• CUCAMONGA AND DEMENS CREEK �o `c o0 40 X20 60 goo SAN -BERNARDINO AND RIVERSIDE COUNTIES IOt '. �1E 1 ' p• DMVM Us CUCAMONGA AND DEMENS CREEK L. fl CUTOFF WALL SHALL 1 RETURN To ToP o f �' :�• , RECREATION � SLOPE @EUD5 OF « _ - - CUCAMONGAMEMENS CREEK RIP RAP / 4• It" a _ Chaco pro t -A4 GIKGULAK TIES .,� �. - -,,, RIP- RAP DETAIL _ BASEUNE UNDERCROSSING Ir NO SCALE ' SUtm�1��D By$ SPEC. NO. DAC A 09. -JaD.QQ2. CONCRETE COLLAR DETAILrf*� DRAWING no. NO SCALE ' C% 6 DATE: DISTRICT FILE N0. SAFETY PAYS , . .0 s~t��tnrttwmwoatcE +t>to—».•tsi x� • VALUE ENGINEERING PAYS w4 @ Z4 TOP OF WEARIAIG SURFACE �,0 (�y PA VED AW t- OZ- RD. A VED PATF��' RD P�� 2' 8" META L �L.4.SI•!/NG S f �✓ gat 4CcJ /Z" /Z OGE OIF CHANNEL- WALL &4 WCe/T .TO/A/ � S.Q WCUT � .TO/�l! - EXIST. q.C. PvM I X�ST. A.0 PVM SHOE TDP Olt J�/EAR/NG ��4� GLUL�4M WRINGER SFE S GT/O/V ULAN STR/LAGER CN.4/N L/Nf�FENCE GROV/DE 13��C�1/C. COMAgCTE1� 7A GLII�.AM A/VC�� CogT soi4. 3'PUY5YRENE /�' PROVIPE TACK <2) -mss" N8 (.doTH 5/LES) CURS.�EA° S�/AE). - L 3x4 x WS CSIL V m !„ o --R R /TY OF I/D/OFORM IOROV/DE /o WIDE l� A.C. VM T. ��1 ANCNU C UNLERNEATH 4xG`' t�0 M I t�1A L flC- cC K �� Ih R) CURB TOC AAllVjEL x G,4. STA OWGS. , ,r r Z) 5/8 A6 P V/ED P. r R P .� rue •Slit _ </ CRUSNEo RIOiC'1� c O VvG4LL �TS�- l�/o. 3O/ (T1' CtFIED ER Z"AC-TYRE t(1 4 V O ( EPTH BE 5 BY 5KIOGE R E t� to • ' •, NI U FACTO CLEAR • �: ` 3"F/LLE'r� �J ROi[AGNEN EX/ST COA/GRETE y ARiE SURFACE UNAER/VEAT14 SEAR/IVG R4D. f o o f�'OIi�IS"E"EO---._._ 4C* C " Q��" E�`` of 5TRlN6E/e 0 _. . /4/9./7 _ x V 3' SURFACE . 'o: � � e l2 5 4_ • • .c//.L y0[.E 1�✓/Ti�1 ER�X Y. � DETAIL S • 888•� Z4•/4 APPROACH / Al.Ts. — APPR� SI rA SLAB ` .. - - � � /O�o /O I fes'C/GNEN EX/ST. CONCRETE Z" *40 /Zig rO / 4 AMoT/Tl/,AE I SURFACE / - - - ---- -- — - -,- --.-- ---:- 4.5 I AoAly ,gav�,v� .�oENr. 9 _.4 /4/9.55 - DE29 29 TAIL - /419.55 _. __ -_ � � w TW o SEE DIE TA/L S c J q C- �I W / 4 � Z _ �Q u B E � TL//CK SNO � �' DE PER C1 TY Ofc�V/GSE /O l•�// I } / (7- o•. x RD•�/"CRUS►-/Eo 8 �•� I / -//Z ELA.5RONER/C Pr4U. F I A/O, Yf CHANNEL W/OTN ^10•• 14 _p'•O✓,ER 2" .CrYP.) : ..X6" F.A. / to 14'-0" I /,SA h!C(JT �.TO/N REMOVE FYJ57 CNA/N /� �_ O.. 1 SAt�•lCUT ./DILA /NK FENCE. FULL FDR /NFO. NOT X/ST A.0 pVM T EX/ST. A.C. PVM 'T' 41 pTiy OF BR14r_>E E OET.4/L N a4 PRo�I' POS7- AS R�' 5 �-0„ _ '1 LL 'may! A.c /o'EXIS7 A•C. 5 O�� QED/ w N /O G/� ST vF.0 RATRm RD T4 A5CON VE•CT F,!-VCE POST ANO g PAVED A4rROL RD. rL5 ,CSR/!X E e I _ z - Cy�N/YEL STA sEE AEZA/ 8 ME/crT C-7A ¢ PLAN888 24•/¢ � ATTAc�/ . E- W ,� I �META4_ POST TO z = W Z SCALE ' / =S WGOD�v faST ��I W c7 57-EEL RAC WIRE I ,; �' I a H a. g W Z IVEARING SURFACE , X Z v W 5'-O M/�11. /"CR USA4 � ROCK OVEN ` W < / = F .SEE' QET.4/L- I I C Z" 06rAIL 3 > _ ¢ ^ GA B OMAX _ N o r z z = SECURE FA�6R/C TO /NT,ERMEDVATE U G-7�i N.T. 5. Q y W W H IolGt5T5 WIZAV ///Q" /,/EX NEA40 SELF a a / T� a _ rVA � � �� I � SEL_ `^ T.gPI�/�l/G SCREWS 3�4 X 3//ro X O /3/!4 . T5 3 XZ X ./87'5 C � .- � - � /4 MAX � ,4GL. I�L75T5) � � 1 � \ v✓�LL , . c�/A/N UNK �.QBR/C 3'#/ Ty/CfC CONCRETE - .. 9G4 APPRGOAGN SLAB J E C I -� c�CooE/v / MES/ " SEE C6TAIL _ . . . . . - ,A4ov�oE .3 � G 7 � DEC ', • � . _ _ WE�lNG SURFACE - FRO>�GHOT STH I I �� I I GL'CK �E3RAG/NG APP s�..a� rr� AAy sT.�eUSN� ► I SEE DET.�lL z ENDS Gam•,BR/D6E GR•4LlF. To �E E I I GLU-LAM STR/LAGERS By CauT7�4 C7t� (/O/°M4X� } e SEE DETA/ 4 / /9. 3� ' - °_ - -7 SCAM 4 \ _ .� LAYUG�•IT TW �_ - IAPNRAIV►S EACH END �T yon T W 3'/ VOID FOR/h 4X MID- DIA PHRAMS M M10-SPAN • REGOMPAG T -�-� � _ i BOTToAl 2' OF 541BGRADE + SEE DETAIL •3 ro 95/ �ryp) ° /44(0.3!o W -.-7 /40&.3(0 /NV° p, v V - '�,NG3NEER: • J.P. KAPP & ASSOCIATES INC. 1 r.. , CONSULTING CIVIL ENGINEERS. SURVEYORS AND PLANNERS ISM PASADENA AVENUE - TUSTIN, CALIFORNIA 92M almond (7I,0 73"757 00 5ECTION rA ! .R hi11S1 , r ;.F A L t = 5' /P .R SYMKOI DESIM"IONS DA� �MROvu F/N/SHED `' H = �O REVISIONS SURFACE z b a n rG ga ••: ••I . � � a Or I J.P. KAPP A ASSOCIATES U. S. ARMY ENGINEER DISTRICT St �� STA. 8 8 * 4 LOS ANGELES NOTE: r Ga _- � , •{ .� G CORPS OF ENGINEERS AL1.. 0/MffA1IVS SN4k/4..0 BE F/ELO VER/F/ED �'4' • ° .:.�y 19_ th SANTA ANA RIVER BASIN,CALIFORNIA DR/oR TO CrQST/M3 OF .4PhR�D.4C�-1 SL4�B SEC,77CKA 1 — - DESIw��EO �Y� M/NOR V.4R/AT/ONS G� {rc%}L[.- O/MEA1,510"S AAID Jl'2 •• bridge Ip St ++ _ CUCAMONGA AND DEMENS CREEK• y SAN BERNARDINO AND RIVERSIDE COUNTIES - �,aT/aws MAY accv�. site � � � m c ennel 4 =._Ibase a ave. DRAWN BY• CUCAMONGA AND DEMENS CREEK DETAIL _-' � — � , � RECREATIQN c �- I cuCAMONGA/DEMENS CREEK ` .Q CHICKID .Y, hlyd CUCAMONGA CREEK BRIDGE STA. 888+24. 14 I �I Emir. SUd11A1TTED 6Y: SPEC. NO. DACA 09• _$,3D•Q02.15 DRAWING LA0. C-7 VICINITY MAP LOCATION MAP • DATE: DISTRICT FILE N0. � AYS SAFETY P { •au s�w�in►w�twso�we 1"o—MAN t r VALUE ENGINEERING PAYS IF i „ 2-8 WEAR//VG SURFACE v ^, 100 T.S. 3- z"x 0./875./ 2 #4 (T yR ALL R057--S)5„ Z.+ 8"¢�/EX MEAD BOLT W/rra Z Ff-A/N M5NER5 LOCK // Z~ // //Q WASkER AND NESC NUT, F/� 7/G�4T, PE4;V TilIREA+DS C/dA/N L/NK l CE } • w OL;A310 4E HERS ASET/�/EEN WCk:0 ANO /i4EK NUT. —— METAL. �C75T.5• VO/DFORM r-ot BOLTS CO AITER.SUN/C /W POSTS, /2" - - N BCI -T SIZE TO �E SuQEC✓5o D o. . 4 Nl Z%2 x318 X 0/03 4 -SPY✓CE B" WET k/ELDED E.R i BY AV AlUFACTC/RF-rQ. X /' -5407 6D 4G�ES. FOA " 2„X Z„CTV� • ' ,--3 �t 5 BCV-7. _ /S 5LICE OR �}CF•4A1.5/ON ✓O//V7”' L e7A' /L 3 L�/E.4R/A/G S[/RFr4GE ^.: _ o r •, /010, rDECK//1iE DETAIL JV. TS. C-7 • TOP Gid C/,G4NNF.� WALL f DE TA/�- 4 C-7 It --,OE7A L r8 M. CaVWECT/,ON ZETA/GS Tl*V LEGS WAfJLAR TO ,WC77CW OFAA42LE G r AJKK.CL I 0op � METAL FL.,,4SN//VG STR/P, 24Gw4 , Gr4LV. II . I LL K F O osr. E �4T/GLV DETAIL 7 -. . wTs. C-7 Y DETAIL rs W i I1/,rs. C-7 P Q W I— Z W Z W Z �. W uj p f ZuW izx '� CI W W 1— e 1 Y =0" L4 x3 x ~�NEX f/E.dO - WEAR//VG SURFACE s�E/.f TA/�p�it,� $0 a ROCK OVER 2 A.C. ,S�-R,EJc/S 1-v�Ty cGC ,• . - o MA = _ , -37 VA La/4.' / -M/� / TS.��y x./875 GIST. JQZlip o - --- -- `. • • o a /p" CSC. M.4X. ,�4 c •. CTYp �4¢ Q(G.4LV. TENS✓O�l/RAD , . A o 4 00 Z"CLR. ,� �. �. _ SPL/GE- ,x3f$ x o-, /o 12 4@ 2 3 PGLYsry/��i� `+ �..100 0 ,u9X NEED W. 4F CTION TAPP//UrG SCREWS All N LOr.K W,gS�/ERS /4"C.C. M. X. /4 ROUNO /•IE4D MACH NE SCR,Eh/S , .. SCALE•/ -2 C-7 �° bow rAl / x 3//!o x O =/// z - h/ASI-/ER, A;LA1A1 WA oa5z� 000',�C AlASANER ANO N�E'X15/i/T /�'' MA X. SECTION rE- SacTloyy . N.TS. NT. 5- ., ENGINEER: �/8 ! All A AEAD BOLT WfTN PLAIN WASJWER C J.P. KAPP ASSOCIATES INC. CONSULTING CIVIL ENGINEERS, Z 1 ~ SURVEYORS AND PLANNERS # 4 L�Dk/ELS r, L 4 X 3 X 114 15884 PASADENA AVENUE TUSTM, CAL CKW" 9!680 almond st- co (718) 730.5757 • hCA P illsi rrl, ".SLOTTED I •_ SYMWL DESO U"10NS DATE AMROVAL _HOLE /�V Anrc�crE REVISIONS .TACK WELL) 3� NEX an'y a rGh gal 1 _ SEC- rDrICKI %S/C/T TO G4P �� LaR/LL � � � •_: � � a Or � � b U. S. ARMY ENGINEER DISTRICT /1*0_T,4P�4OL�_L/S/. V �_; �' Ga� stall 88 OO LOS ANGELES N.T.S. -CAR 1 9 It h I G_ _ CORPS OF ENGINEERS ---�;. St _ DESIGNED sr: SANTA ANA RIVER BASIN,CALIFORNIA ;r5 . 3 X 2�•x •/875 QST. � N - CUCAMONGA AND DEMENS CREEK, bridge N c �`, el SAN BERNARDINO AND RIVERSIDE COUNTIES site _____ - ... base ie_, ave. chane DRAWN &Yt CUCAMONGA AND DEMENS CREEK RECREATION _ LCT/OJT CUCAMONGA/DEMENS CREEI{ N. f0 v .� z I ` ' ' ' ulEacEo BY, CUCAMONGA CREEK CHANNEL BRIDC3E Qhill - blvd' ' DETAILS/FENCE DETAILS STA. 888+00 - - SUBMITTED BY: SPEC, NO. DACA 09- -IUD-OD2-b SKEET DRAWING NO. VICINITY MAP LOCATION MAP 0'7A DATE: DISTRICT FILE NO. SAFETY PAYS I -U S GOYEIINMENT 111INIING piftLE 19!0 764 1� VALUE ENGINEERINGPAYS . SEE DETAIL 5 W 4@ /Z w 2 8 8„ SWEAR/NG SURFACE R/w R�W FAR F2 A4541AI& Z 04 ' 53 — 57 "Ace lx� _ o i K>< Fz Ti�//CI< SHOEr 1OEX/ST/NG A-C.PA VED PATROL- ,a�LySryR�vE �, .' •" ` � •� EX/ST. 6 N/GN RD. VO/DFORM - � tt 4 U @ /2 „ _ ` ' i4NG uN� WffAfOVE EX/ST C,N.4//V 6 - 5T0 O. /Z •° I /O UNPAVED L/NK FE/VGE. FU[.L �p _ //Z SLA /14�R1� A ` PATROL RD x I W/OT/�•/ OF BR/L`Y�,E �. - .X 1 G�QO{i/D,E RAST •4S R� I .. - •• �. 1TOW EX/S T. SAWCUT .TOhV lU I ! �_ O„ - ° S , O„ N•4 T/VE 6�RaC/NO EX/ST A.� RVAf T Ta iQtTcowEGT f ONCE `^ � �� N I i I' C3R/GYBE A057AAA a,= OE7.4/L r /4 -O /8 -O 14 -O Q . I SrA - '` CHANNEL WIDTH PRO VIDAE 8"cam R� EACH S/0,E E aIETA R C/TY OF Fr�'4N 77A4CA//�1ENT �'4 I U OCAMQN6.4 ST J . 3 WEAR/NG SURFACE AVR�V oT / S•No3o a�M 7A- ,L a�sT 70 :� /"CRUS/-� ROGK OVER I DETAIL 17 CTYo� 4 v � w En/ r. Z",4. (*4 CHA NNE_L. W _ - - -- - - 14 �� ► ' III I �i. .'j.'�. ' o1�cbVICC /O' �1 IAV/ /O' I �'1ETAL �GASN//VG ,oAvEO A4TF�c.. VED I TOP SEL_ I DETAIL 3 STR/P, 24GQ.Gr4LV. a /' CRUS ED I I C�'4 f CRU�SA/EO � X � O1/ER .• I I h/,,4LL N.T. S. OVER 2 A4C-TYR J ARES Z;q�,.- TYP. ► , a W oVC7 L 2 ,�' W Q �' 3 COrt/C DECK O 1�AIP/E EL. 42.1 Q V ./ FTG. cTY� SEE DEMIL Z BRAG/n/G l TOP of TOP o� u-LAMSTR/�/GERS ' CA.4NMEL .WALL , CQANNEL W �--/'- "l I 4S ,/ i --- - I =2 ;a I L I 4X"ENO D/APNRAMS EAG/•/ EMD OE; A/L S I I AAC�4GN Is . �9+20 rA SLAB A.PC 46� I I` ax M/D- D/APHRAMS Ca /►?/D'sp �� - - 0 N.T.S. I I I l TOP OF WEARING SURFACE N"' ( 14.5 4�� ' Z=8~ METAL F�L.4SN/N65 //-4 , D�C�E GIG CHANNEL WALL 1 SEAR//1/G SUR.=ACE 8 8 / e ROCK OVER 2'�A.C.) „ o o #4 DiDk/ELS Fri 42. TDl� GIS / /EAR/IVG S[/RFi�ICE A --Q/ ^-L4 ,. meq/ TCiF�C�C� WW TLP OF - '� • ��°M ., . - , _` -.' _: . •_ -3,. X - @/z WAL.l CHANNEL WAU A ES Q .SEE S CT/ON G LAM STR/NGER ° • • -., /p _ e - � . N 3�cy6TYRENE /” CsLULA/K .4NCo 0 TACK GpA7 # 2„ L� N _ 10 3 VO/OFORM 3 POS YSTy,QE/1,1E U I � L(�/DFORM. W W UNDERMEAT/•/ X MINAL �K ¢" G nb a w W /ON TION D ` Z - = oO x W M e � \ i DrEOTH To ee SPEc/FlEI� �:3CALE•/ -2� N.T.S. W j ac 4 18 - Z � < `- W � � ; C-7 � , '• I . 8Y B�2/!W� MA NU FA GTl1fZER W 3"F/LLET • Z W Z j Of�V/DE 6"cowrs. g c7 I` CURB EA�C14 S/G4E � o Z U W x O -�E,c�C/TYf.� lZ4n/C ��XENED_�_ ,� p Z I O Cl/CAMOK�4 STD. S�/RFACE 57RINGER � A < � I i � LlR•4W/NGS No.:�Ol 'o # K e > = aY ' O ! SAW UT 4e�>2 '�,6ACANCE n W F- /NAT/VE GRZ'X//NO (n 11 TO V ,, 4, tf1 c� 1QfX/ST/NG Q4/[.L / NGiLE @ E�4R SPAC//VG All Fg4VE0 5*t4- . F/LL HOLE W/TN ew;xY. am VAIPAe(VED AwrROL f�WSWEN EX/ST. CONCRETE —/ Z" Z' C4.l?. SURFACE M //4"AA1.0r1 rVZ1 E �It 4 /Z!' 4 APAW ZaVZWA*Cw A , Rlw 0 3, DETAIL SECURE FiaBRIC, TO /NTERMED/ATE SCALE sS FXVSTS W/TA/ //4 -0 kE/C HEAD SELF 'Q T.4F�P/NG SCR,EI�c/S 3/4" Jr 3//6'X O'-/.3(4" N SEED T.4/L 60 C-7A F SEE OETA/L 7 GLIJLaM STR/NEER SMpE MESH /ill L/NK_F,q, ?/G AGivG OF' �7A" u0 � I _ LTS 3"x2"4XLc./ 3T5ry� a 2 4 00 a � � M •� �2� _�/8 NO � 5UR c,4CE - AROM ENO OF ,�AOOPROACH E L S x4 x 3/8 �l V) %), ICA T %5"S TO Q4Y(./C,�I�/T. ,80774 FEAICLS O.= (�' C• 7 Ir 6R/OCE C,,4gA0.C= $E 4GS7" O I - . r' 6y CacrrRAC7PA.;, r�A�f.� TH/CK CC�i1/CRETE AAoRQ4CH SLAB.. �2� 5/80 � A6 ` z G/�tIGS 951 - I I II I SEE / G ENGINEER: II I J.P. KAPP dt A;lSOCIA►ITES INC. A CONSULTfNG CIVIL ENGINEERS, i I i 3 °. � � CLLR 4, 16884SURVPASADE YORS AND PLANNERS ' `!�. -moo A0LASHEN EX/ST. CONCRETE r. - WRFACE UNOERNEATq SE.4RIA49 TusTix, 5757 R>�A sssao G?q YUGNT �" �- o / i (714) 730IDE 7A- .5757 Ed- 42.Zs ` / ° *- ILr4 almond H bridge - RECCKIPAGT J 3' AO/D site MINX t BOTTOM Z' OF svBGRADE V t j I _ / oes�rnow DAN AMWVA� TO 95� (7TI�R� Z r'A Gr REVISIONS , ` OErAIL rz S b a ni a I �� ' U. S. ARMY ENGINEER DISTRICT y G EL..30.25 W INV, N.T.S. s ID arOr� LOS ANGELES V bm EL./629.95 •- �Lo CORPS Of ENGINEERS SMV. Q C"W&EL :'C 1 G G p Ilr, SANTA ANA RIVER BASIN,CALIFORNIA 9 Ith ' St ; �'a• �,, �� CUCAMONGA AND DEMENS CREEK, H 5 x a0, SAN BERNARDINO AND RIVERSIDE COUNTIES NOTE: 4,°I �ct`e oMAWNAt CUCAMONGA AND DEMENS CREEK �. O/MEN,S/Q►it/S SN��..D BE F/EL17 VER/F/EO • - base 1 e ave. a RR1� �ro /ws o� ,0,4 cN sLA sE-cTIcyv :s.� RECREATION SECTIOWr- A / /A/oR VARATovS c� w L OIMENS/ays AAID I ppRK CUCAMONGA/DEMENS- CREEK ELEV.4T/GYvS M.4V Or-CUA?. O �Q� ERIT AGE o+Ea�o w, SGA4LE• / -5 — 1"1 If • v O tl DEMENS CREEK CHANNEL BRIDGE STA. 99+20 X11 d. • .I �� , SU6MITTED 6Y: SPEC. NO. DAC A 09- -AID.9925 SHEET - DRAWING N0. C�8 - VICINITY MAP LOCATION MAP DATE: DISTRICT RILE N0. C. SAFETYPAYS oY i MYFM %T/MNTAS-FOU IMO-7-131 1 6 VALUE ENGINEERING PAYS BR/GGE @ GNAN/VEL ,, 2-8" N ; �4 @ /2 8" WEAR/NG SURFACE REMOVE C /A1 a7, O 2 3!P4A4 W � � RE EX/S .T NA • L I AI/ < Z-EJl/C E. FULL AE Fa25T AS RSD ,Q 7 WOiDDF.,�t/ RROV/ POST AMDA 411 o �J X11DI.K �• 4 I WHITE STR/P� �\ o. • • o. •3 A4.G S RENS - r Q J V 1 1LY G�1lL/NE TDD OF R,ZY TY d' �� /D ET,x/ST Z W w o i0 EXrS ) VO/DFORM #t 4 u @ /O r \CldA/VNE L „ -o PA F<D. V TROL R / ALL_ METAL FL.ASN/NG - ) STR/P,24Cw4 GArL V. S4WCUT ATOIAI v�j V ' ,TO//V EX/ST N i ' 3 'S EX/ST. A.C. PV/►�1T- Q �1 NAT/V,E G&<)UA D �-- Y J /1- K BRAC/MG W _ v J Q I woo- EIV' SEE- DETA/L B o •e; 2" / GLU-L AM SrRlN6ER6TYP. 7A SEE DET /L Z AOR ,4TT,gC�ME�t/T' O AVSD U O COMPACTED /VA VE OF ME T/-1L AO�'T 7� 4'-4 .. r � � . � i ETI 8 A,�p�E/V PasT. (3-A 0/xy� � ^ 3 W N - PRO V/DE 8' CCC.CURB SCA LE EACH S/LiE - PEol GrY C= a,-4 R,a�vctio CUA c� sTo. DiErAlLw 4 Dw<s /1/0.30/ - ¢X END D/APHRi�MS EAGH END. .4GGROAG�-1 MIOSPAN N rS' DETAIL ('5 Ni SLAB — - - - 4 s.1 _ A PPR N.T.S. SLAB xt TOP OF ;VEA RI/VG SURFACE rA I I - 'V M i I 2"8 M T _- E A L FLAS�,I/NG J I I DGE OF CyANWEL. WALL 28'-O'' STA Co PA M4 I _ - I ///,too H/ I m TOP OF IVEAR/NG SURFACl ,� WEA RING SURFAWE C 3 A C�.GZVLV) - - -�--.. SEE SEGT/ON G 5'PEDESTR/A/l/ I , ( I 8„ 8" LULi1M STR/LAGER „ a WALK %MA ----- - — - ---- iOL4 « u «� 3 Rx.Y-sTY�4EJV1� GLULA4M ANCA4O ----- ,o , Q o e Y �r✓P `�6 8 0) 8 P. 4 3., y0/OFOR/�? /� Pi2o�// TACK 09AT CO/liC . •, • ' o /Q ) T P. • • .• • .• • e •e • • \ UA14ERAIEATN SLAG A e , 4 V I �O THE St.A , 4XCo"A/OMMAL PC-CA: � 013 •o' I ' . . • - Ti4L'X_ ,, '%' . DEOTH 70 BE SREC/F/ED / 'reus�- BY &,RIOGE MAwUFACrU964 #4 DiDh/ELS ZD -7Y . 3"F/LLET it RC�EA/ED. SA•WCUT� TOiN I CNA/VNEL W/DTH n/.4T/VE GRO�C�wO SURFACE . .• z p ' ' tESC/ST. A.C. R4 VEEJIIT.EX/ST. /O EX/ST. /O = /#5 "" '�- N • /� D W .C.PAV AIPAVED PArRO1 D. �. , GL NOL @ �R So.4C//1/G 5'rt44A / 1 /ry E�x y. M.r. •. _ 1 i, /. . .i Z W J ��N #4 GiOh/ELS @/Zuj ZIII- W Z / ',= lO '- ROCIGNEN EX/ST. CONCRETE --/ Z" 2 CLEAR. W g SURFACE ro //4 AMOT/Tv,DE *40 /2'' y' zuw � 4 � OZ J i �T Z Z Z W � WWH j SEE QCrA�L. DET�IIL r7*'lliiiiiiiiiiiiiiiii , \EZA SECG/RE FABR/G TD //VTERMEQ/ATE STEEL l�//RE F PIOLSTS W/T� / " �IEX .�+/E.4D SELF �, $� �' �3RAc, At/65 Cr VP TAA0/NG SCREWS 31.4""X .3116''�C O -/.:a o AC G �-A li4IllER B A4 1444 9. P SSE LaETA/L 7 , G7 GC.UL.A4M STR//VGER SGA. C/.G4/N G/A/i AABR/C U G 7.4 SHOE . ALL AOSTS3 E L3x4"x - 4/8" e 3/8 �S[-1/� �2 il/ t PROV/OE 3" WEAR/NG SURF4CE 8" TN/GK CONCRE TE •'` - AGGROAG/-1 54AS TO LKYL/&il T. SOTI�/ APPROoAC14 SLA6 �Z) 5/$�� A� Elt/OS DF 5R/ E To .6E ES l'A,BUS/•JEQ t SEE DE rA BY CCy1/TR�4CTQR �/D o AIAX C' 5AR EXIST. COIVC.I rE 1 -ter PI a4YL/G/.�T :, \ '' ° SEED TA4/ .5C/RFi4CE UNDERA/EATy B,E,gRjNG �34p. C-r YR.) RECOMO.4CT � J r< J •g" 1�/1�FO/Q/�ri ,Bout m z' Com- suaQAP- 4a 7z) es/o ryp. SEE T /L I 2\ DETAIL ENGINEER: U SEE DETAIL •�� •TS• •••�•• J.P. IKAPP dt AS90CIATES INC. FOY4 FsC.A /NrG 9 CONSULTfNG CML ENGMEZRSI SrN SURVEYORS AND PLANNERS iC iSa92 PASADENA AVENUE - - - — - - i-<Z) 5�$ ~M.B. • TUSTIN, CALIFORNIA 9WIM i iTr—------- - =---- - I yr (71� 730-5757 almond t_ y bridge ' { - £ hills rd- - site - r sYMWI IIESCRIr'iIONS Ulm �n+towu + N C.0 \ REVISIONS h° � -//z EL ASPcWMERiC oAo ba FF I a�G rga ; �a U. S. ARMY ENGINEER asnRlcr „X d LOS ANGELES / •- a� F ENGINEERS CORPS o 19 It h- _-�_ _ �, DESIGNIV M SANTA ANA RIVER BASIN•CALIFORNIA /NFO. NOT SA�/OGc/N St CUCAMONGA AND DEMENS CREEK, .SEE 04.5 7A/L / N > �� SCrgLE / =5 — Ip C SAN BERNARDINO AND RIVERSIDE COUNTIES 0�`:.`°Lbase i e , ave. l o"wNBY, CUCAMONGA AND DEMENS CREEK ,a RECREATION �I RK CUCAMONGA/DEMENS CREEK c) IvoTE. L GE p A E ERCT A cmeac�o nY� - ALL O/MEMS/GWS SAAX-I ZE c ELO VER/F/EO V •� = N PRIC►R rb CAST/NG CK' APPOMOAG_•/ SLAB SECT/ON, foo. ki MAW.y d. M1woR vaRi•�TIcws orC WA�c. ME•vsicws A•vo 11 DEMENS CREEK CHANNEL BRIDGE STA. 1 11 +80 { ELEVA'r1e- t,/S' MAY 0=t- 2. � I t0l sueMrTTED BY: SPEC. NO. oAcA 09- -AID-02.5 SIS DETAIL ra . DRAWING N0. C•9 NT. s. VICINITY MAP LOCATION MAP DATE: DISTRICT FILE LA0. ' SAFETY PAYS �'.'..a' :'rU f WVEMIYEIP MNFItNG OFFICE 11N0-44•1 34 MIN, ,.w I I � I VALUE ENGINEERING PAYS SEE ETA/L 5 #'�� /ZN Z 8 g" DIWEARING SURFACE FAIR F�L.AS�!•//it/G Z At4 smo J ` � I F&YSTYREVE - r i RIEMOVE EXIST CHAIN 0 N g I + YO/DFORM „ - # �4 U @ /Z" x � NK FENt E FULL I EX/ST//1/G ' EX/S7 AIG W/DTN Off' ,BR/!XaE /0 - 0 !'" _ -//2 ��A5TOM5R/C �.QD. -a �Ly� ii X�'. E14• -�' ,A /o' UNPAVED o' PROWOZ ,�sr As R . UNG�4 V O PATROL ROAD ,� PA7-AXV - RC3�40 Tb E MAI ........ -O 5 -OFENGE _ R /NFO. N ' , � � WGbDEN. FO S�,/D N /5" 3 5 .TGYN EX/5T/NIG , x` JaViv EX_ /ST/NG A"IriVE T JNC? _ ,CSR/G1GE POST ANO M4 /VE I /Qi4/LS SEE O�T•4/Lr7� ' _. .; C�WANNEL - STA 3 SEE DETA/L S PROV/DE 8�"CLy1�C � � f3_f 50 k.: CURB-EACqS/AQ=� FCV? ATTACHMENTPER C/re Qc 7�4 I J STD. 7 I I OFNlEL4L POST TO ' J J M/6S� NNo.30/CTYP 3 WEAR/NG SURFACE k/OO�/ �sT OROV�oE /o . J V 3 " I ( /';CRUSE-J ROCK OVER ,' laETA/Lr4 A V,E� TRDL R Q I _ �.4.C. PVM'T �! CURB TO C4/A/V/V OVER Z'AC -TY/?� W X 1�1A1-L C TYP. - - - - .—• t , MO O� ME7"AL G44S�4/NG L i IDErAhmSTR/fes,Z¢C-A GA,LV. CAIAI/N�L ra _ N.T. S. l�✓A4.L ---- � OVER 2':4 / , P-dell . o � � - z a k a WGY�DEN `1r V�/ES 10.0 A AEU` _ " 0 con/a: SEE DETQ/L Z O`-'CK �E3R4G/NG W ATG• t'TYP _ -- GLU--LAM STR/LAGERS SCALE I , f I APP gCN P•�3.34 1 I I 4X ENp D/A pyRAM S EACH ENO Off;rAlL. S SLAB '� A/�'�c 4C/-/ I I I � ,11 4 4"X MID D/APHRAM @ A410, PAN N.T.S. __. I I 4 24 dw I i ° TDP OF WEARING SURFACE . � 4.5 I " L 4.5� I .?-8 , METAL F�L4.5/,l/NGS //=0" 9' .4 CHANNEL L.L 8" 9� -1 DICaE QF /,�q /01�lEAR//vG SURFACE Ckc / /EAR//VG WR=ACE - A 2' A.C, x m SE'E S GT/O10 �t/ C �/��`' - - - - - - - -- - 4 D�oWEI.S LAM STRINGER '' �D o �' M 41 Al CLIILAM ANCrUOR � 4 " e ; N PRo✓/�E rpt ck CoA r8 w ( UNL�ERNEATy 30 YRSt�/E .•X(o NvA EC V RM /vOM L D K w J /0, O /� W {D °• DEPTH TO BE SPECIFIF-D , D < �- �► + I�� By BRIDGE. MAh1UFAC7(JP-EF- SCALE•/ =2 Al r.5. w /4 _ / /4 uj W UJ Z k CSG M W/OT/y k "F/EGET + , CL \ z v W f�� /ENEO Q + - o O Z . �, < m SURFy4CrE z Z = r : 0 - 4(Pa. " 2 _0& ,Els OF STR/NC g W W H v /�e'S f• #!/Ga'/L" BAG,q/1lGE n , ATO/N EX/STMIG X rOIi I EXISTING G7aNGRET� • qq/[.L /'� OLE @ ,�4R SO C//VG A NAT/V� GROUMD N.4Ti VE GROUND s*4' FALL HOLE W/Ty EPDXY EXIST/NG /O' i t / 77 /O \p UNSAVED Al TROL UNR4 VED GA77t '= , �:• � � - , SURF Z" BAR, 1 Y P ACE TO 114",q�yAT/TL/,QE �1t 4 @ /Z', - +( :,+ 1 J 1 R, , AAQW �LvNGi AGENT fes_. DETAIL rl**� SE= CIEZA C-7A SECURE FABRIC TO /NTERMED/ATE S�"M/N POSTS W/Ty //4"0 /,/EX AtEA0 ,,ELF S'`ON/NAX. rAPP/NG %SC , WS 3/4 '•X 3116",�O,_/� " ACING 4--WASAV46 R @ 14" 1'/AX. OF- -` 7'S IV SEE [.)ETA/L 7 GLU"A.f STRINGER SHOE � a Gt4. C14AIAl L WK FAB3�R/C U _7 C-7A /"MESH. X Z"X ./675 " ,(TVR. '7 SURFACE - Pi 0V/,DE 3~ WEARING .AZ4 A057 S) •, « „ o 1 t PiF I ENo of APORa4c-H 4E L s xa x <2) _�/8 N8 SLAB TO A4YL/GNT_ ,BOTy E�l/G25 Gly �8 �S[.1/. BR10 c GrQ4QE TO BE EST SAIED C-7A ! G`n: ':.:: A F F " 6Y CGK/TRAGT0� �/O o M.4�C. 8 T!a/ ' " CK CONCRETE � . . . . . �. AFwROAC44 SLAB. 5/8a A6 � : NG�ri STEEL WIRE aRAC/AG5 (TYP- i i SEE TA/L6c� J.P. KAPP at ASSOCIATES INC. CONSULTING CIVIL ENGINEERS, SURVEYORS/� RS AND PLANNERS , _ AOLAGA1EW EX/ST. CONCRETE C1 5AR iS882 PASADENA AVENUE O c _ TUSTIN, CALIFORNIA 91880 WRFACE U/VOERNEAT/•/ 730-5757 • i 1 1 1 L 4 YJ_67 P T T BEAR/NG R4p. ,�,,; X14 '� t � �� 1 /� 4 almond brad ge hilisi r site RECAMA4GT Q 911 VOIDM symux o�aoarrioNs a►>� Anu0vµ F eoTram z � sv ,D,E 3 W S r 3 y REVISIONS T 95/� -. h0 � i DETA/L 2 ani �,c al �� J.P. KAPP a ASSOCIATES U. S. ARMY ENGINEER DISTRICT SEE /L I LOS ANGELES I « ��l" � V X�� . • • g . x � � CORPS f ENGINEERS '� 1 G � d o 9t � � oeslc*t� eta SANTA ANA RIVER BASIN,CALtFORNIA • - c = St �� CUCAMONGA AND DEMENS CREEK, I r 0 W > SAN BERNARDINO AND RIVERSIDE COUNTIES " NOTE .32base i e ave. ` of " •Y$ CUCAMONGA AND DEMENS CREEK .4L Z_ r IME IS1awS SNOUI.o eE F�ELO VEF?/F/EO � � i � � PRIOR ro C,4sr1M& 00= q�PRGz4c�•/ sLA,e s�7-r RECREATION MI• IOR VARZ4T/O/US O.f WALL- pl�yE/�lS10K1S A,,VD t PARCUCAMONGA/DEMENS CREEK SECTION A EL EVATACWS MA V OCCUR.A, HER�T AGE o+Eaac �Y, _ SGAC.E / =5 foQ'h1jj%0 d• RANCHO WASH BRIDGE STA. 13+50 ISUl1MITTED EYe SHEET -- - - SPEC. NO. DAC A 09- __k$D-Q.QA5 DRAWING NO. �1 - VICINITY MAP LOCATION MAP • DATE: DISTRICT FILE LA0. � SAFETY PAYS I VALUE .: ENGINEERING PAYS 14.5 11 - _ t III (" __. _.�� ,I .50 ��IPI�RG��CI� '�q - ;: x.,N: r ,�`Y:: I I P�pr r R' !. + ; T yR I � ' •�; �' f•'�"�` ?_ - __ \�� 9NCONCRt TE PARAPET - – / !"•� r'`' :%'/v' – <�'t l C�!`;, 1 � -'r 7,' j v 1 � +- /G B ti � �*. .,• :, {_ APPQ 0AC,4 G" CONC �T YPJQL 1 1+ { n 1 G - - - _ - ., (7-Y p) STA. 21�- 75 (1r7 -2 �Z � CHA'N L r N� •' .-. _ ;/ -, _ , - ,1 Q. �.�► B O TOP OF ROADWAY E G - _ f' l 3 11A .C. PAVEMENT I TO, O,' E •� 3- NCE POST �T N a i ` ( // " . - , a —a•- Ph/�f;PET WA� ` 5_ /; /p E� ��fir-. ._ ,iz7; _ - .__•. _.__..__._.-F...._ _ .�•. _ Kt_..► "li !'-, // ' . 'kms\` 771 r I r , , t•�s`'7�. 1' -t_. ' t f \\ Y y �I C.. . /V�'�// ,lr '_ .l J �T y Df'A'Z. CREC!` tHAti1' E4 1 ,!�E S LLJ t\ 1 h �k.1�` `. O (_. Z_ ' SFE- 19RIQGE BEARING i llC - ?,�, }t, i 1, f i ;'¢ x/ x l5-B j HFk'EGN ti'. �" ' �Ca RETS �'��?.,• T 7.. t TAPERED ELASTOMc_ ... -. ` - --- - _ ___ ..-_,._ _. • --! ' \`` { Lel/ //r/,� / / (J`i. RlC I j �/ � _. _ I N \ BEARING PAD (rY ) SEE I `� 3 ( f , ., 1 • �;' G - K Q - / ♦ .l /- "l� 1 ' SEARING DETAIL HE�FOj+1/. l 1 I "Typ /C 76./9 I , �k, .� � ' C• L �L: /67� c7 � A. C. PAVZ'14017 I _ �� I ♦ A, ,V EL./E��• �_ ' I ,.\, t•y 1 - -w .. _ ` L_ / ` ! v r'/ .J/ 7 r !, __ /•,•+ /l` L A._r o ` 11--- TY -7Z- 2, rtf Ai6 C7 T k — —_ A//(rI _ ^1�� lel � ��' � ,t,♦' 4 C / P /-7 _ LAN � E � � 4 -o _ �yP I O Mc.LS REEK C /` I SCAL E: 1 IN.=10 FT -T OF E,Wl Y; ;- PR "'' �'1J SC<,� C R/VF S ! �JI , . . -,.. <-:, r ,- ',-,nc Q Z L' r, I fG 1 ( // �' ` �j / L S' L7 i;� 1�� 4" G ✓L:'7r' �1. '% f l - .�C f�� /J 1 , r � _ EX/S T. .''f//','✓,'U.`�. kl,'LTfl �i j ///i�� t ! _ f� / i BRIDGE SECTION AT WALL c. PROFILE ALONG BRI -- - r DGE k 'Iu� . FENCE �. �C,; iCf �, ,� i-�='l' 'iI 1 - "'�,- •, r'.:,'1" - - - SCALE: 3/8 IN.= I FT, f" .. _ -; !� - . _Q' '' ' S RE D• . AT STA. 75 +00 w TYP, Fl��:- 4 CGk'NL'h'S ;'. ---- .��)� Q�.; l �• 1..; !✓ 1'�t SCALE: I IN. = 5 FT. <I 1 _.• f l __ i:•�f r. V BARS �.� /2" OU TS/DE 01c, - z I�Z F'/PE PC-" T . FX rERln/�S[AB S 4. ONLYcy PRE5TPE5S`0 COW`IYETE SLAB M N 6 // _Y. 2 IX L 4W 77 T- t ul W , Q B,q�c A5 SHOW�� W Z W Z ��' _ S' �� ..,,,. _... . . -� f'. - � �r►j ''fid :; C. / .L- 1� z � 1 Z Ir ! /' 8 O z #��a ISE ��/2" o _ ¢ TRAND (Z 70 K) _yN' - U BAR a /2 EMBEDDED Z ( TYP.j '. ..�_ _�_ _ _ I - - -1�.� N c.� //� P,2E:'�,5�' C�ti':"RETE S' S ! W W - --- `" �- NQS I '^, I c i , i ■1 TYP _ _ _ Sf39 CES 4 �'Uf t ��ti :N'G < < L T --- ii ice= PRESTRES.;ED C�Nu. SLAB J >~ PARAPET WALL DETAIL PRESTRSSED CONCRETE SLAB TYPICAL SECTION TYPICAL HALF ELEVATION OF PRESTRESSED CONCRETE SLAB 4 %Z_ ` SCALE: I IN. = I FT SCALE: I IN. = I FT. 1 ,1 f _ DETAIL 'IY11 "PREMOLDED NOT TO SCALE / P/Q r_ r,7,`> -' , i EXPANS/ON JOINT -- ' G"CONC. APPROACH 5 `' I k FLAT BAR 2 x x 3¢�`� L c"' x Z„X 3/� O LO/.'v SLAB Wlsx6-W4x 11 SLO,c� W4 W. W.F. 9 t c --0- �w 5 , :- �a �► TA<K 1�1,/E� 7'�.' NGL c - _ L `I i �' l/ G CJ1 rr�r 1E �t` r 4 < r fX• � /, i E. - 1 _ SHRJAIK GROUT N r Y�?' 4 t + CONT, I/ #6 // �,/ SYMBOL DESCRIPTIONS DATE APPROVAL _- - 3/¢+�CNAMfF.0 l T`.•: ID ',c;2 r�AST<ti1Ei�'/C BEAk'.ti'Gf //� REVISIONS ` l / ,_.-DR/4L NOL ES /HTO . . ' TN/S PORTION OF PAD EQCN R C. SLAB � \� -. , , _ , _ �_. iL EX/ST♦ WALL 4 rwour SLAB MAY BE POURED TAP,5A< h sroxW AFTER .C. SLASS I AFTER DOWELS /N PLACE /l'`' ' / / ' `- ' U. S. ARMY ENGINEER DISTRICT p 8 \ LOS ANGELES _ . NOTE: PROVIDE SN EAR CONNEC-rjoK IN PLACE. L� SCALE 3/4 IN. = I FT. CORPS OF ENGINEERS - _ +1 I 0 I 2 3 4 GF yvA ` DESIGNED BY: SANTA ANA RIVER BASMI,CALIFORNIA AT I/3 >apINY OF �l�AN , NOTE : BE'ARING DETAIL IS S/MiLAR I F AT BOTH ENDS BUT ! I SCALE: 3/8 IN. I FT CUCAMONGA AND DEMENS CREEK, DETAIL IIX ---1-- �'r--- OPAGS/TE RANO --/I, -- - 1 0 1 2 3 4 5 6 7 8 9 SAN BERNADINO AND RIVERSIDE COUNTIES NOT TO SCALE SCALE I/2 IN. I FT DRAWN BY: CUCAMONGA AND DEMENS CREEK - BRIDGE BEARING DETAIL SECTION B -B 1 4 1 2 3 4 5 6 7 ;��', • RECREATION SCALE: 3/4 IN. = I FT. SCALE: I IN. = I FT. SCALE: I IN. = 5 FT 10 I CUCAMONGA/DEMENS CREEK 5 0 5 5 CHECKED BY, SCALE: I IN. = I FT CUCAMONGA-DEMENS CREEK BRIDGE STA. 21+76 ;- L 0 1 2 3 SUBMITTED BY: DATE SHEET APPROVED: SPEC. NO. DACW 09- _&'e7 \! DISTRICT FILE NO. 111ANCN — _— SAFETY PAYS '{ *0,9,40VERWAENT ►11INTMIO OFFICE-196 -686-115 s VALUE ENGINEERING PAYS MEN s i�. e 8Q k,/,p�q r � w 41 ♦ f �4ME��1 v b uA ♦ � cP*'� ♦♦ N 4 RqN�� ''C ♦♦♦ r N pA ' p 'I - ♦/ �♦��. � 'pogo �Q' ♦♦� ♦.'�,, sotstoo ♦ • osts �. SO so to Qj to � to - • ,`' too ♦•� ♦ s•'`' , �I • J u°Ci ��5 �� Q� PSE D / • CRE♦♦•'`��, AN // ..� f.. " w Z W 'Q�ts��,o +eQ.,�,•,� Q �tJN ♦♦ ' ��.••••'� ARAB / _ - v ZW = i • .� f i 00 � Irk V :, WWF- :. .r �/ ♦�• �.�` ,G ((_ / ` ... pzA�� M o p► � ' Vol, _ ♦♦ -46 E4 pUF sT T �' �� •♦•� �'� °� <<;,.� s= '•'' Tea« _ . \400/V ♦ ..,.: ♦ ''. G M "' Q PROIi/DE SM007;V TiYAfF/CABGE 541RA, CE ♦ :��'' ♦� ��•.. / ,Q' � �� E'Q✓EST E�47'�i2�Tf�AN 2" /1v D/�1 ♦♦� �;. ♦♦ Mgti p. � A!V �OC.�GS GR ♦ ♦ rk � ♦♦ ♦ P SECTION A--A • f,, • ��^,�v CONST 10 N NOTES G) COWST. EQUESTRIAN TRAIL ADJACENT TO ROAD ON SOUTH SIDE OF- CHANNEL- PER TYPICAL SECTION ON SHT. CO. sYma oEsaamoNs DATE AMovu A REVISIONS CONST i CAP U.EXIST FROAD ON SOUTH SIDS w OF CHANNEL U. S. ARMY ENGINEER DISTRICT y f. h LOS ANGELES i Ort x' 14 V 1 CORPS OF ENGINEERS ■ �� 2 ' I IrO� OT—� SANTA IN CALIF RNIA ,• ■ � �� l�1� � �J � ��I � T� oEs+c�o sY• ANA RIVER E R BAS ■ (��ip �//�i CUCAMONGA AND DEMENS CRE K• SAN BERNARDINO AND RIVERSIDE COUNTIES �i �i ` TIO` 4 �G t 2-4 LARTHVVOR K QUANTITIES x e Q e-qi, � rJ _ S r� � MAWNSYs CUCAMONGA AND DEMENS CREEK • a RECREATION moo CY (� F(LL0CY CUCAMONGA/DEMENS CREEK . - SMA cma w BY, xd ■ . ENGINEER: EQUESTRIAN TRAIL J.P. KAPP dl ASSOCIATES INC PE DA A p. 5 SHEET CONSULTING CIVIL ENGINEERS, SUBMITTED 6Y: SPEC. NO C 09 _$,� QD� SURVEYORS AND PLANNERS V UE DRAWING NO. C1/ J� TUSTIN,+CALIFORNIA SADENA x94890 (718) 730-5757 DATE: DISTRICT FILE NO. . SAFETY PAYS I U S GOVERNMENT HUNTING OFFICE 1980-784-134 VALUE ENGINEERING PAYS P. e,. 3 ` E, 1,586,004 _ _ .................. _ _ _____ ...................__..._ Z cp fill CP (p P P(,Ie lop NOTE: Water Line under construction f \� 4�d of present Time - Trenching i being done now.----•\ -'' P Pot* 000 .iita'K�'' t ✓' �'`` ,7777' , � ? ' ! ��"` yt e i A., 7777 .✓ ��,.- ,,'i �• r CUCAMONGA WATER . DISTRICT WELL•#12don +sr•, / / P R Pole "� {l ��•P © �° r v � /' r,� gr�7r'4� P� '•yy'''' 8 Q ._ - ' _. 5.8 alt I ;� `" � :. } TC 49.4 { �t/ 1 •rf L t ►• P / �. -.i - ' FL 48.8 �c ( Gi' s .. /✓ ..,,""" ! IIP / Steer Track Catch Basin Fence Post _.._- Seated , a} i x,►s , TC 48.8 r' • __ Fence } •4 .if ��J..J--^'{-..._• TC 48.74 FL 4$.2 • F AV 44 cr FL 48.14 AC TC_j 9f -� / .-�` �!M,� , ► ` /� .✓.r F �. � �' i1 , ' / � � Jnr ��•JX �d4 �� tY.iM' ir•ri i ✓ .! . �.O(ch Basin /1 11i 61s End Steer + ,v yr Sealed" s j Gourd ROit '�� a TC 48.29 TC 48. 6? �.s r/r'" is•ts � .• > vt,ss : F L 47.66 FL 41,41J y .•' /'✓ Y x tv G #13 Soft Elev.° \ ✓ ,s�,�....rst N�• /%` �`/ T a aNr,,r �_F TC 48.}0 'rack I 43.42 � ;xIFence Steel TPost - \ ,�' L 47.48 ,..r /s �`"' \1• w H F tt E1ev, 43.1`3 ,yr v>I�". TC 48.07 w+sP�v� ✓ � ,t�, �'��P.,'�% / � �s.ar, _ ��`sib- y, s• f FL 47.38 . 48.0 � C.iI ` 2 rir., FL 47.3 #( yttZ✓ s V a 41 fjr `ter [ S R ;o• yT.; .s7' f ✓ i3 ✓- , a� ��p /� 0. �� ►'� �,t1 / rt✓N�. 51 `L sr•tT r r. ,� ft., wv Al V U r + T11 C 47,38 ui t t, ...al rrk ' S st" L 47,30r.�r ✓r ¢ *'�'_.• - _ •t7 ' 'r \ `i� + f.,r ` (� .ys•'o� } ,�(} r' / 11 y W aW = / �' •• '• TC ! ..• ZX r ........_.._._ • './ /` ....... .._ _.. ..._ t3 _...-_ _.. _ .._....._.. _.... _.. .. . ..:,r. E. 1,585,6 0Q, ' .._._.. ... .. ' .......... __.,L. ................ .... .... ._ .......... ..___......_......................._ _ ..._... ..f. .. .. �_...�.._ ...._............_.. .._..._� _.._.. ........... re..-- ....__. ....._ __ Ar Z .._. .___. _..._..__..........__..�....._...... ...................._._..-..._ _. ................._..____ ........ ..__........... __ _ •f••-., .. r.�G.._. _. ...• . _..14./. /O� ^ _._.._._..,... _.._.... __ + _. / 1 �... Glu C w �ni•r Q _ ,.......y. __ _ - z ell ter---� - ,.�' / \ �, t ! C✓ E #/ Batt. Elev. 1 i i•� `^�- s,,. ' _ Q % ,iw 38 -• � •} j Pilr 3.36 �fi� s,s •: �c.. ,/ yva r w, Z = = i 41 � � //w cot -✓ i � 4- Ir I �. �v;K / r /7S / / !, ` _ W W 1 ' .♦r'; ,•�•' r „'" „•. nit as,�lJ. 1 .+y'% (�El..,.'� / ts\ j' /• \ TC 48.1 ti LTi r j'.s.t '". / ;/ rl►d •crw �t' ' a' i i .. r /'r�+PV• I FL 47.75 Boit. i Lev. s 0�"` ,f" /' ~� �� :� _. •� .x r- V At rs -----� ABUT 4 2 V T ' TC 48.37 .4 y 40 FL 47.7 i a rdos- , t1 ~ C-� /. \ yr trt10� 1 14 +t1 Al 4 �/� 5 .,� •- P�' ! PeJ TC 48.52 �..� .rr' \ .-- =- •v a e p y s.$tl t } / FL 47.82: ��r �v«.� st.* �� "�'• �� h �� EChain N T :6 Cho n Link Fence 1 :* on tap of q,t ve TC 48.7 e/ channel watts ! FL 4791 ,,,.•_ '.' ,.�.- '� 3 r ^ k ^ 4 .. •,,. 4 ,; '" � ' �-F C+} •� w•r �..., 1450� J•'� aI� �� ,� Aad �1it t U j Catch Basin e- a h�Jo; FL 48-33 Sealed e 6 Brock Steel Track a Z i'� -• •.1 1 End 5teet Stdg. } Fence Post '�: �• �e ' ' Guard Roil = f } I I--B PC7.T. I Pt< p TtN TC 9.61 TC 49.70 7C 49. 3 TC 50.66 TC 15 1 LU Kim N._713 411 . 53 • FL 8.97 L 49.06 FL 49.32 FL 50.01 FL 51.16 , Y R F ,._.._..._____r___.__-...... •w rr.a, 4 C7 E. t, 585,52_ 3, 41 k Service""Pole ` EL, 1442.51 W PK 81 TIN } I .8e in Cone. Cur N. 713!3 9�38µ98 i W Z Begin AC Cur E. 1,585,48789 __._...._..__..............._.._.___ _ E. 1,585,440_.__.. __._._...._.__ _..._............__._ _. LLtV -T44-97- CW ROD N. 714,103.82 1 E. 1,585,382.05 + ELEv. 1452.67 ! I 1 I ; • SYMKX DISCRIITIONS } DATE AMROVAI. � REVISIONS } 1 U. S. ARMY ENGINEER DISTRICT LOS ANGELES i CORPS OF ENGINEERS T OPO ADDED MAY }963 U S ARMY ENGINEER DtSTF DESIGNED Wit • SANTA ANA RIVER BASIN,CALIFORNIA LOS ANGELES, CORMS OF ENG CUCAMONGA AND DEMENS CREEK. I SAN BERNARDINIO AND AIVEASIDE COUNTIES _e Suit, iO REwsrert TITLE: CUCAMONGA CREEK BASE t_ 1 SCALE t IN 4O FT GC DRAWN .Y, CUCAMONGA AND DEMENS CREEK A a x 11 0 0 O` RECREATION. Cal OI o o U HORIZONTAL RT L Coit/RO . l o © k TOPOGRAPHER CARRILLO DI �: � q t � SHEET I OF I CUCAMONGA/DEMENSCREEK � �, �,• h. N•1 IN aEacEo RYr z. 2 • Z ' EQUESTRIAN TRAIL ENGINEER: J.P. SHEET RAPP Al ASSOCIATES INC. SUBMITTED IIYs 5 SPEC. NO. DAC A09- _}}$D: _0_Z CONSULTING CIVIL ENGINEERS, SURVEYORS AND PLANNERS DRAWING NO. 15t3>P! PASADENA AVENUE STM' CALU K)RMA 92M DATE: DISTRICT FILE N0. (714) 730.5757 X SAFETY PAYS � ••1 " •U S GOYERkMEMi fOIVN1ING OFFICE 1960-711,11-134 V VALUE ENGINEERING PAYS f v - - � ' F _ E i 585 6 _ 3 44 E j t t� a r C. V. ROD CUC. 1- 84 ' _N_. 714 536. 35 E, 1, 585 , 410. 60 U EL. 1453 . 40 y ''.1� y f •Q r r r,"r U Z Mt v r h J fir'/ r tLJ E. 7 r 1 585.400 ' (n w � II w 0 -� / f ; 7 Q[ q I r ✓ ' f 'CHANNEL R w _ CD ,;, P- 6-0" NUN VARIES 00 w �lC p, e. � �• " lfk z so v IH' W r y IU Z W • A..� NT p 1_' hall Q V E, 1 585 2a0 _ 2 0 L7 .. _ _ .. .... ....._ _ . . ...... ....... O Z ; E" }; �- a J E1� NATURAL. . . - 'GoNST KEY 0 2KpMP/sGT TO o �. VW W 4 � � � ISS Lu ? < ,{ L-111,= uj a E- 0 �� A.C. ACCESS GRl.X1ND 90/, NtAUCIMUM oENSiTY zzx ROAD uj S N W W F- �' T� (� I0Ab VT Q - SWALE OF p EXIST. : PROM DE SMOOTH TRArf ICABIE ~ ' "�' CUCAMOttoA• SURFACE FOR EOUESTRtAN It _` � pl�RpOSEs. REM ANY IZCKS �1v / ' ' r• Gam':�.p�N I �'� G1ZE P, TN N eq IN DI a- � � ' ATE A ►. Fes- ` $G G� ' 1O'0 - ��, , TY P1CAL TRAIL` SECTION HILLSIDE CUT �: 4 f � " qrt•1,• C'��O ' NO SCA LE 1 o , z E 5 85 00 � . 0 A - , r 5_ -- NArURAI �., NARI ES GROUND -R/R TIES M,IN. REROPEDEADMAN cl. , , tr O I ANcHo� L W de-. . i a . ujY N .l :mss W J.P. KAPP ASSOCIATES INC. y � ;`-`; Q !Z A.C. ACOS y. O d� J CONSULTING CML ENGINEERS, ii JURVEYORS AND -�Ql M, 4 X,�-I-- Q O Q 15x94 PASADE1rA A PLANNERS aw � : A.C. ACCESS' W v oo�CC VENUE Lu �' -x .� ,; F- 'T'USTIN. 998Q0 v' $ - r RoA D �•�//�`'` Q (714) 730.5757 co L' r4+ C" EYCIST. �- tM covsr. V4 raw tC/P/'�Ap Wall AC. ACCESSI jai 5 G�aur Er�s,,a ri R/k 71 E ROAD EX 1ST y SYMWL DESCRIPTIONS DATE APPROVAL R�RTIES 1 SU FSG . _ CNCAMONGA s. :,,f • , TRAIL R E l'� C ANNEX "` REVISIONS - _ * PROVIDE SMOOTH TRAFFICABLE } — EAfZtH SURFACE FOR EQUESTKLA►N U. S. ARMY ENGINEER DISTRICT 3�4��8�-� FUKPbSES. REMOVE ANY ROCKS LOS ANGELES COMPACT - r0 �,(, -, E 18 4 800 _._ GRE. T>=R THAN 2 " 1N DIAMETER. CORPS OF ENGINEERS CUT-OFF WA�� ' oESIcNEO �Yi SANTA ANA RIVER BASIN CALIFORNIA CUCAMONGA AND DEMENS CREEK, U S ARMY ENGINEER DISTf LOS ANGELES. CORPS OF ENG f £` 3/d" ORoP-WRGED, - .SAN BERNARDINO AND RIVERSIDE COUNTIES +•' . ! GALV. STEEL_ waw . . �u . IITLE CUCA MONGA CREE `- O tURN6ucKLE W/ M o' SECTION C-C Q CUCAMONGA AND DEMENS CREEK O O' 12' TAKE-UP N C>; O 09 SCALE f iN 46 F� Cc DRAWN RYs - d C)3 LNG 3� " 0 F •3 EA. 3/G CAEY.E Cli�/yP.S o mf O HORIZONTAL. CONTROL � ' nI' LEAV �2 vr�CA �� a� RECREATION t ant THKEAD Fo(Z `�` CUCAMONGA/DEMENS CREEK _.€ FUTURE -t►GHTENING+ ,�." TC�PC?GAPt� .R CACR� �d t3< S��Ef`? / OF S�- i L. R TIE= ANCHOR K R R TIESZ-0 EXIST. DRAINAGE COURSE Z TYPICAL TRAIL SEC TI01� ADJACENT TO hOAD `�' C!laCEORY, No SCALE NO SCALE EQUESTRIAN TRAIL SUBMITTED BY: SPEC. NO. DACA 09- _&ID-Q9•25 SHEET .` DRAWING N0. C, DATE: DISTRICT FILE N0. SAFETY PAYS U S GOVERNMENT/IUNIING OMCC 1480-784 134 r• VALUE ENGINEERING PAYS E. 1, 585,000 ............. _... ........... / v / O • fit. .-'''�'''� ,�' Q) uj d iuj s'10 ✓ � '* , i 0 E. 1, 584,8030 C.W. ROD CUC -3 - f / N. 715, 610 .E 4 E. 1, 584, 811 . 29 EL 1493.99 � a�. '- , � I O 3' � ' /' � fir.. � � • i 40 .00 W a — ✓ /• L7 1 584 £030 e . 1r,► , y- 0 W �. , :. GP U _ tL W W M- � i ; �/ { C�+ atS� 0.17 ex VZ434,916 / " P O.T. 3- N �7 84 .tn gyp, , rte PK. D TIN )2 N. 7 .._�> `�_a5 ___.._..._..... �ro WDDED E.1,584, 561. 45 eND 3" '' - *EL. 1514.52 A � � fJ IN PIPE To i �^'% --------11 �Q TON ogRaY ,.) 1 , QECE lVE LUG, FL. 51�/.4LE tU 40 . � �a r G�2a/T R6V67,i�T/o/V n ` M W '� I/ate DETAI L w3 ; i E I 4 W _ 584 00 - , ... . . FXiST,�I.C: :. q°. ACCESS 9-1440PLAN i 3 IcHANNt=C WALL LEVEL G/+� A9by 3 RA D. �`f Y P.� cowsr. 4 TbN GRQiC/TEG R/ RAP Co 011EN/NG6 4!p Wl(o" IsRoar PEmerleATiION. (TYP.> _ x,18" RcP Q 36 ' aMP •e � Tf/yC/NE 55 = 4 �• DRQ( MACK 0014C. ! !8' R .P. �' ~ 2' ` Z f liV1 Fr /V6 7RUCT/ DA TA { I CHAA/N�L V Tye j / 57A 7' DETTH ELE✓ R S t y U L._ / 91otoa 4.25' 14W,104.IW-5 1484.9 9/5to6 4.23 ' IW7 ! e5o23 . D V SYMKOI DESCRIrTIONS LATE AKROVAI 92oto6 _ 4.25' 1523,36 !-9(5.6 /5/6, REVISIONS d 925 t 06 Q.25l.� 7? 1532,2 /534.5 U. S. ARMY ENGINEER DISTRICT , °b3t/8 4.25 !le/4.&7 1607/ /6C94 LOS ANGELES E. 15 B 4 200 ' iciuv5 O.ore¢ /B 7 CORPS OF ENGINEERS a. SECTION! A-A U s ARMY ENGINEER biSTR D:SIGNED BY: SANTA ANA RIVER BASIN9CALIFORNIA °J55t/B 4.25' l�a9.�3 /�a5�3.9 /660,7 LOS ANGELES, CORPS OF ENG CUCAMONCiA AND DEMENS CREEK, SAN BERNARDINO AND RIVERSIDE COUNTIES CUCA MONGA Cid �€ 0' NoTEso 0 o SCALE , ,N #0 F; CO DRAWN BY: CUCAMONGA AND DEMENS CREEK d' U HORIZONTAL. CONTROL NI 01 0 !. PLACE GRATE ,BA,eS PARA CL Tb FLOW. to V R €CIAL coniTRoL -� —t RECREATION 40 GRATE A.,V.0 PWAME IW4LL LE GALVAN/LED. TOPOGRAPHER c�RK c �A SH CUCAMONGA/DEMENS CREEK Ez zoF ti A; iNi Gmaw EYE Z Z Z Z �► TRAILR DRAIN rEfR: EQUESTRIAN TRAIL , No SCALE J.P. RAPP Al ASSOCIATES INC SUBMITTED BY: A SHEETSPEC. NO. DACA 09- _$$D-QQ28 CONSULTING CIVIL ENGMEERS, SURVEYORS AND PLANNERS DRAWING NO. C14 iSM2 PASADENA AVENUE w. TUSTIN, CALIFORNIA 9UM (714) 7WS757 DATE: DISTRICT FILE N0. i SAFETY PAYS . '•U S GOVERNMENT PRINTING OFFICE 1960-794,134 � A^, VALUE ENGINEERING PAYS I ! i i� z 1 wr• 1 . .............................................. ._-_�..... E. i 584,600 . _ ........... . ....._�______........ ...... ..__.__ _________._................ ..................._._.._.._... ______.._._.....................-_..___ .___................._.. .__.........................___._____.______......._............._. ____.._.__.._...._...............__ ____................_.____ . j } �ry S 3 r , Lu W or) Lu IV 4. 'V t 4 4 0 0 _ _ ._._._. ... _. f �M 5. Iso 44 �� C.W. R D CUC 4 84 N � 1 N. 6 676 -31 _......._M E. t , 5$ 34 .331 . 6 . EL. 1 $32 ,77 � Z _ c { , H j � g`PoST POiCKET If z WW _ _ .. .......................... _ _ _____ _. * iae rr... � r rx.Cke_ Z I � M > �' ! Wzzx W H 3J' S„POST P0GKET f+J' ' ' / / i "� :- ' j 4 964• CR4/IN Ll ! L/A/,e EAse/C SEE FtasT ArK,fbR GTA/ - - g ' ° +gip S 7'tAfi'7Cc�/e�I GE D�TA lL Zos�i •-- - _ _ _.. .,. �. - C a may, ,/ / ' I ��y';�/ � �� _ � ! -`, ., �y.y'� t � � � to � �. 51+7 7j 0 �' EJG'ST A-C. ACCESS R44l0 41. it VAR/E5 - pro r C.G. r•• 0.o #Q o � EXisr. cia+,c. N N oRbViDrE 4'01A. QVC.IP5 r. _-.. `` w-'��' �,�� S•�•„!r ,,`� ; He.q DavAcc. f � � �• Rae DRAlhlAGE. WITH ANE L FE✓bCE $C�'J�E A0 L CARAVEL /N _ ._ ... !,rr .� xQ, •,. . •-' _, 3 ,gyp /�„ /� 40 ^ G wr vw ... __... ... 3Z 3” I�44p 1G O.C. w. A „� G'O pf p I 2VMAX. I . Ate. _t �V • 5W� T • , ,� C CU C.- 5 84 h �( 1h - ,G 3. PVR TL AND CEMENT SHALL GbNFC�eM 2 7 4 I �° �• CONsr. //4 7ZW GROUTED ''' - TO ASTM C150 ,• �(. �' sf � i% ,€ 5 8 4 03 .; 7 3 a ? i � GROar FENEri4A7'� I ~ �" Q CONT. T H L[ AVE"A M/N/MUM .- GJ G� ,� 4. CGLVCRE ,E S A H �,►.` i 0 0 5 E STRENGTH OF 3� /. - V v E L, € 553.54 1 _ m____ .... . _. .._ ...._- _ _ ' ___.__... __.___ -__._...__.__. __ r _ .._.._._.GQt1dPE'ESS�V r __. � Q DAYS. ............. O Y�o� �f SHED SURFACE U I Y/ 1 W r— p 24" Ill _ 1 FIN/SHED S!/RFACE ` 51g �F, F45r GIF WALL 1. RE/NrooccEMENT- sTRUCrueA L STEEL S W4 —51 ,I�• OE DEfG1eME,0 6AR5 CON-0kM/NG To AS M Arol5 GRADE 4o. 0► '(• PMAR FObT//VG AGAINST UNGYSTUR.�EO ' h i x1co l�� Fh NATURAe_ SONG OR EMBAN&MENT • 6}��h CaWPAC7ED To AT CEA ST _1V% of ASTM i 01557. MAX. 40&JV Y. SECTION A —A • / � C' Uo SCALE 3=0' ,C=o" �• 3=0" { PROFILE OF COtAG wA — S7 SYAAUOI DESCRI►'TIONS LATE APPROVAL NO SCALE �8 REVISIONS E P� PD U. S. ARMY ENGINEER DISTRICT Go P Joe? � P P P E��ST 5y i LOS ANGELES ,�pc� G E CORPS OF ENGINEERS E. 1583,800 �c JU. 1 G 5 i U s ARMY ENGINEER �sT DESIOWc 11Ys DIST8ANTA ANA RIVER BASIN#CALIFORNIA C LO5 ANGELES, CORPS OF tWNt CUCAMONGA AND DEMENS CREEK. f COORDINATES NOT CHECKEDrt;LE: C U C A R+t O N C A CF; SAN BERNARDINO AND RIVERSIDE COUNTLES } SUBJECT TO REVISION � dj F o ° Q 0 o SCALE �� F� Cdr"" �Y' CUCAMONGA AND DEMENS CREEK o yam{ P �: Q' Pel, o HORIZONTAL. ;R CA;coni ROL o � N `°s RECREATION TOPOGRAPHER Car-.-. I7 SHEET -3 OF S N AMEMENS CREEK z i a= G� z, 't � 011"10tY� I - 3 ENGMEER: EQUESTRIAN TRAIL PLAN VIEW J.P. KAPP & ASSOCIATES INC. SUBMITTED BY: SPEC. NO. DAC A 09• _ �D-002.5SHEET No SCALE CONSULTING CNIL ENGINEERS.SU .WINO NO.AND PLANNERS pRAC15 15894 PASADENA TUSTIN, CALIFORNIA 94680 • (714) 730-5757 DATE: DISTRICT FILE SAFETY PAYS '�U S GMIEIMlMENT/RIMING OFFICE 1980-7s1.114� , VALUE ENGINEERING PAYS 61 is Z2 0 ! E. 1, 5 84 .400 ............._.......... _ _--__-......_.._.................... _..__._........_.._._ _...._._.................._..._—� _ _ .._._...__.--------... � _. _ ...__................................ _.._..._._._ I ! i 3 k 1 i •+ E f I 1 7 'F. 3 r t E. 1, 584 , 200 f • 333 .; t 1 i w U Z uj % q �+ = a Z W Z G QW ` _._........................_......._._ __.._.._.......... .._.._ _ _ _ _..._._.._._......._ ._____._._............. E. 1,584 ,000 _....... _ .._. .__..... . ........................ _._ _. ......................... . _...... ___.__ ..............................--- - ...................... _...—_T_ _.......... ... . ...__..�._ ._..__........... ..__ ...._ tll o ` W __......._. _ _._....__+ _ ._.... .. . 4 _ .. Z V W CW ROD CUC- 5- 84 LL Z 717, 275. 64 w = cc d E.1, 5 84 ,036. 03 w1 � Z = W W H i v -�" EL 1557. 64 F a� w X cn D. P } lu .�' PK 5 TIN 9A DOT N-. 912 . 8 I _ _. E. 1 , 583 ,768, �8 1 EL, 12 IL � VI A. a f __..........__._ __._.._ ...................... ___........................ ._ _....._...._........._....._._._....._____ . .. ..... ..... ........___ _._ _ _____........_. _....... _._..!.�5 8 3, 800 E. t 3 ! k 1 [ t f t C � E SYMWL DESCRI/TIONS DATE AMBO Al ` REVISIONS U. S. ARMY ENGINEER DISTRICT s . LOS ANGELES CORPS >., U S ARMY ENGINEER DISTi MS� BY>; SANTA ANA RIVER BASIN,CALIFORNIA .' LOS ANGELES, CORPS OF ENG CUCAMONGA AND DEMENS CRE COORDINATES NOT CHECKED C U C A MD N G A CF SAN BERNARDINO AND RIVERSIDE COUNTIES Q Q SUBJECT To REVISION o '�` C U C A M O N G A AND DEM ENS CREEK ©j Q{ QE Q; SCALE 1 sN FT �0 CC DRAWN EYE CD tVi Q' QE 4 Q HORIZONTAL CONTROL �! �, 0 VERTICAL. CONTROL. R EC R E A T I O N °P°° A "SHEE"�uoF S� CUCAMONGA/DEMENS CREEK Z€ +N CHECKED lY6 E - N EOESTRIAN TRAIL ENGINEER: J.P. KAPP & ASSOCIATES INC- SUBMITTED? SY: SPEC. NO. DAC A 09• _UD.0 0 Z6 SHEET CONSULTING CIVIL ENGINEERS, SURVEYORS AND PLANNERS DRAWING NO. 13M PASADENA AVENUE C 6 JL TUSTIN. CALIF�OIRNIA 926O DATE: DISTRICT FILE N0. ' (714) 730-5757 i , i = , SAFETY PAYS U S liOVERNNIENT PAIN?1116 OFFICE 1980-764.17• EASI FILE CORP. IRVINE, CA EFH 24 4clJL'I!/!Io/v6,I/L15yEN! &..5. AUOV y C04P3 CW 4VWdvn "5 .. .. .. _ ._ .. ... ..r .... a r ... ... .♦ .r ,fr. , -. .. 3e 4 .- -_ a. i E +. - t A ., :7 �f+.iY.3� � 1•h."` 't ,. s -a _. - Y .. , e .. _.,,v.a i.• . � - f � � • - rf _ ENVIRONMENTAL ENHANCEMENT THRU ENGINEERING $E� SHe- WD tg _ _ N 718 , Q ........ __ _ ._... .... .. ........... .. .......... ........... � _._._ _ __..._ .._._........._ ._..... f \ i -A A M 3 � i C U C-i 9 A Cl.W ROD N. ?1=8, 165 . 35 �i E 1, 83, 661 . 4 E Le E;V. 1606 .43 I "`'`•l J' j 401 [ J 1 1 ; 4 � t _ _ _ _ __.. ........... 8 } I q f 03•0 ae.L f � ' 6 7 ..t C 'v I rd j ' • _. _. CIA s � � 9th STREET M D 4i; ST, R EST .n ;, 4 f N 718,C E .� _._.._ ....... .. .... _. w< z M ` =< 3 rn �o,,; I PO.T. 9A E PK S "TIN ' f I l ` S N 717,91.2 . 81 _ E, 1, 583,768, 38 279 � ��:; `� ; � E1rEV. 1590. 12 D 9a�4 0 i w< rr� 10 i _....... .... _.............. .____._ _. __ ___.____ .... ..__ _ ..._-____. _ _.__._....................._..._.._ ..___�._____ ._.._.__... ..._ I `\S13 �s t g f `" i\ •> F f `'t CY ` Ai ,�► ! - !6 7T. 1580 v `F ? V � ;'Y•gs J � i q I 72 v N. 717 E M2 SEE SHEET NO. C 36 U S ARMY ENGINEER DISTRICT LOS ANGELES. CORPS OF ENGINEERS I _ TITLE: CUCAMONGA CREEK 19th STREET I © f r Gf 01 0 Q SCALE 4 IN. -#0 FT CONTOUR INTERVAL �1 C7 HORIZONTAL CONTROL N V rr}• VERTICAL CONTROL. N Kg ri) OD3 TOPOGRAPHER .: ARRItIO DATE rC6. 1983 V C (AIl? E ? SHEET i OF SH EET BY L_J. I� L ujI v M n C c M n c n � C� D z 3i M 0 y Q O me Z Z >> > Z Z� � 70 � � < C)f1'iD ooz _ --� n o a ' 0 �D > m 0 M � m > — z v Z Z> m C �' O z rn .4 0 E z i z v ,' 7,—o M ca 0 m • ; � ; ti z n M z X Tomz O � o � z Zm �> 4 > Z i nr M N nM C) Z 1 � Z Om o clrn+ v � � Z H Z M 70 Z H m -, - — M 4 M Rim > R M ,c M M I � , Y i - VALUE ENGINEERING PAYS 4 lz �z :z iz lz r '7 Ala 03)4NI j f S1.91HS 10 0) 133HS II ti3HdVd01ODC " J� 108I 001V3+ia3n Q,� 10zca. uc� di�oz+aa� OZ Ed �.y+ atOiNO3 ph �+ 3 � s I'OiVna ,�. . w Z2 0 io N3 3 a :) V p N a w V:) n :) 3"1.111 a3 OISI SON i io3r n l SM33NION3 AO ShcfO0 `S3130Nd S01 i OOD j 10IMISI0 M33NION3 AWMI/ Sit � { i TRAIL QE R SHEET NO. C4 1 2 lu 1 4 �, i / / '� r� 9 V• Ww 1 __..._.._.__._ _._._.._ _._ _�_..........._......._..__. _ ................ _...................._ _ _..__....._................................ ._......................._.___._..._......................... _.t ......._ _......... 00to 'fLigg 41 '3� - so La .......... ..... bb ' 899 " 8 #1 'N i ' "4 QJ !� 9 -- ono ooe d t`,t% ` f i 46 z op = Wz f ' i a W ............................... _ = W , S t �f £89 I '3 t j. O = �' -� 00Z` ' / k !k iii t►: :�. �r M� co y + �lS 19 3b9I 'i 3 # 8601 '£89 413 rS '' b 0 591 X61 L 'N t 4 . � 000 £ `# 3 8S lu lu In [ 3 S 77 k ! i � S ; SYMWIDESCRIPTIONS DATE AMROVAL , i REVISIONS ± U. S. ARMY ENGINEER DISTRICT LOS ANGELES .................... .. ...._................_ ---_........___- ......._.._._ .............. _ .._...................... - _.__.__._...._..........._.._..._.._.._ __._......... __......................._.... _._..._............_.______ ____..__................ _.._....................__....�___ _..._..... _._. ____ _r____ _..... _ ............_..............._.___ _ CORPS Of ENGINEERS oES10NEO iY: SANTA ANA RIVER BASIN/CALIFORNIA CUCAMONGA AND DEMENS CREEKI SAN 13ERNARDINO AND RIVERSIDE COUNTIES 1 DRAWN .Y: CUCAMONGA AND DEMENS CREEK Z RECREATION ' CUCANIONGA/DENIENS CREEK cma w �Y6 ENGINEER: - EQUESTRIAN TRAIL J.P. KAPP & ASSOCIATES INC. SUBMITTED 6Y: ' SHEET CONSULTING CIVIL ENGINEERS, SPEC. NO. DACA 09- _&3p- D2,S SURVEYORS AND P4ANNERS DRAWING N 0. 15x9! PASADENA AVENUE TUSTM, CALIFORM A 92M (714) 730.5767 DATE: DISTRICT FILE N0. SAFETY PAYS -U S OOY OMEN11N11NTOSOfi10E 1910-M-131' a r � r VALUE ENGINEERING PAYS 1• .-, X '7 AS 03NNI 9133HS .AO L 1.33HS hat 1 f ! 10tilNoO �I�vOI1t13n � l08lN00 l`dlN041t3OH � llfnb31Nl tifli3lN00 Olt '1A NI t 31dOS H336:) V 0 N OVY V D n:) 311s1 NOISIA38 os 1o3rons 03)133HO ION S31VNICIHOOO i SH33NION3 :d0 9dHO3 `S3130NV SOI ' I € 1 131H1SIC1 H33NION3 Anuv S n 002 '999 I '3 I X a ; LAI » I f � � 1,fir' � •y / � ( .�. r 400'£85 •I '3 ' �- d � � s ,'�v .__ ..__....__..........__...... _.__..._..........._ __ ....._.._ _.._._.__..._...__.._ .* W k I ` J / '� TV ��•j W 3J.'s' I �. � � a �� rr.•-� p.x rr lbh 94 k;/ o I `! CX co ✓ P� GPulVIV , Z Z'F 111 ZSS 1 '3 P` 4 8681J` L -til oc, � < � � H i W � 'tY8 - ani C10t! 'M:� � ,y�` � ,`'�.t !- �� Z W z W U I _-.._._ _.. __._._ _._........_.._...__..._ _._........._ ._ .........._........... ___._ __. ....__........................_......__._ ___.___._....... __.__. . _..................._........._._..___.__.. _ .....__............._......................___ _ ......_..... __ W z - _ _ _.... ..............._..... .__.........._.................---- _ .__._ 008'�Z 8 5 1 __....._.._._..__.._._ __.__..._......... .....T_.____.- q z _ 3 -'u) k= UA t Q O lu } �s EY i —1 N ; F ii ... _ , _ 009 Z8S 1 3 i ., SYMSOI DESCRIITIONS DATE AKROVAI REVISIONS U. S. ARMY ENGINEER DISTRICT A ! LOS ANGELES ENGINEERS _....... _.... ____.._..._....................__._.._ ._....__.__.._... ._._....................._.__ ......................... _........__.+__...._......_.................._ _ ._. _....__..._....__.. ..............._......_...__ .___.........._.___ _._.............................__.._._.._. ._.._............_......._........__.... _._._._..._.._....._.......__ .....__................._......_.._.. _................._..___ _.._........_... CORPS Of 00t, Z8S'1'3 z z z _ __�Z._ z -� oESIo -4 -+ NEO �Y, CUCAMONCiAI AND DEMIENSACR EKNIA o ? '-� ctt SAN BERNARDINO AND RIVERSIDE COUNTIES y N o- �' to a) is DRAWN BYo CUCAMONGA AND DEMENS CREEK (�, O r 10 RECREATION ! CUCAMONGA/DEMENS CREEK ' . i � ! cNEacec BY, ENGINEER: EQUESTRIAN TRAIL C; J.P. KAPP & ASSOCIATES INC. SUBMITTED BY: SPEC. NO. DAC A 09• _LID•Q925SURVEYORS AND SHM CONSULTING CML ENGINEERS, ,:. 15MPASADENAyEER9 DRAWING N0. C; 9 I , TUSTIN, CALIFORNIA 92soo (714) 730-5757 DATE: DISTRICT FILE N0. SAFETY PAYS U S OOVEIAMEN?/INNTIK OFFICE I9l0-7N 17� EASI FILE CORP. IRVINE. CA EFH 24 &d4&"Jo/bQyzvs - r 77 - -. �T ENVIRONMENTAL ENHANCEMENT THRU ENGINEERING I I ' f l E - i 1l E± 014' w � IV r rn AK ' ZS rn ( r G ```,,' •'° rn CUC - 8 A CW. R 0 D N. 720 189+ 82 -�- _ _ E. 1,5822, 777. 32 • t rn ( E LEV. 1701 .25 rn a L . ..................__._._ __ . ._- ___.. ..... . . .. ___ _............ ........ ...................._..._ _ __ 1 t i _ _.__. - ..._�._.......... ._ �V, iI r fr 11 f , mrn r a , •�Z ,� 1, E} c i \ } { ' T STA AN ME ( Z _ ......._..................... -Lrn t ' S ... ....... m< 1 000 8 >M t�'° �< ,j Y y P O.T. 8A E � � c�..::� ., 2 X2 HUB i v v �z ZC i ?t E;: i!; �� E.1, 582. 875.45 ■ < ( '{d � f,4,� �� ! ELEV. 1688.20 a l ( i z t�4• � t L m<Z�y. EE SH 4 � C 1 H�" 7 � 3 i � to 3b (A 1 ' b ( I a f � sg LOS ANGELES. CORPS OF ENGINEERS 0 0 TITLE CONFLUENCE OF CUCAMONGA a QEMENS CREEK • 0 0 0 • SCALE: NTIN .: 4© FT. CONTOUR INTERVAL Z HORIZONTAL CO a c a N UODD W VERTICAL CONTF40L C jgRtL.40 N Q '� +If OD TOPOGRAPHER: DATE. Fra. 1985 J'i r _ SHEET ! Of f SHEETS Z , - INKED BY L, 1• ►Lli 71 iRRj• j n � > ic 1c W'o �o p m O �n � , _.. Z >> > Zm me Z +�m v O >0 z >00 g v v > 7o O m-moi a n mZ Z> < a �� v oz � CA v F o r �O m .mM> 8 � n mz3 ; _ jam ; z > Coll O � 0 $ Z Z ocon 0 �^ m N N C 0r mZC� ZCZ W 0 0 Ormnq OST Q m 2X Z � 7O z M Q M mm > v+ f Y Y \A6-,- 1 I VALUEENGINEERINGPAYS u. N726, 103. 2/ o OC , 1 552.08 �� N 723,4 33, 37 Q%, qq- ,%d+37� 1�31� Op ANGLE PO/NT E 4 585, 9//.66 +i 60, 19 OF nl I 1 tAi tAi IWWAC fAWA6► �� `�?,s. /3 `` J /V255W AC PAVIA46 R/w t° CUT Raw ` - ��.�t e 3 �o�N _ h ,EaC/Sf' DEMENS CREEK �► ` IF N 53 °46 '33 N 53°3ALRAWRA / /NORY TYPE I, TT 7O-/6 Q 9 // E _ y E CHECKERED PLATE v �o O , -- N CHANNEL WALL CUc VEQ "COVER OR TIAL nl -- ----- `� h - 5 47 ,04 - - i - --=----- � - - - - - - -- .i y _T T//i �'�ur � i ~ _ =�� I `wEXIST. FENCE TO 8E /�?EJ"IOYED AA/L' �Pt�l�4:: r,�.1� Q � A � � '_--- x— x— X %� =r-GY,,�►T� �G,z� - �, / ' . Nth 77U� _ �- - �XC57= x x t - 7 20'37"" /Z fd I` /V x 'v / /Z O / \ NEI \6 5 5 5 h , i► , p V' 1 BAR o 4 4-1 N 725. 981. 42 ANGLE POINT ` , �`�-i ` . _ _ �, � / b E /,589, 393. 40 CUT V X5 NOTCH IN ;...,,.. , / Q EXI5TlN6 CHANNEL. WALL TO ALLOW � f h FOR ORA1NACa�. i1 W lsl OF cuT Ex15T.#4 BAR 4 BE h10 EXE OR&4W AhtoREPOUIZ NEW ING CCONC. I14TO NEW CHAWEL WALL V 0 LOW FC.aVI! "TP.�OLXoH-, BERYL STREET AT HILLSIDE ROAD JASPER STREET AT DEMENS CREEK LL W 2 t� < 1- Z W v I � ! �' I Z W = OC ,�• W i a \ Q = W \ � M ) Vim. ' I / ✓ �� i ♦\� o � Wzzz WF- \qL X3.1' 1 G I / i N ft Pit///� suj d &W AG Pft //lam �'6'n 4� /� 77 I�CIPT� w - - - ., X/y7 �� r R/W(N 53'038'59"E) j R/W_ , ' i /I 'w /1G P.AV4'v6 i R/w- N 43 9 37 ' I 7 t i ;� - _ _ — — �I � N', TOP OF CUT - - ---- N53 °40 '53"E t - - A61 N5-:ITSA/L N5.: N 53° 40' s��V w ��,ry 27.52'' E�1f�� - Q. %t N 52' 46'57 ' _ , �'�. 8 , R�MWE 3-7 TH 70-27 _ R/W '(N 53°3859"E) --� �-- MENEM R/W � 7r�,D Q2V7l� S/EV' �" - G�-,� R/W _ QST ftl/�G / D 6t°r7� / 8+95 .q 70 /5 fvE s5C/� a�+.o(/t'I�TltL - -R/w (N53°38'59"E) �i)(lu`7- 7�/��i /f% �(� '57 11V& L �� OX / P L . �. e1C/s`�" TRf fa / 1�N =\�� Q�.� , ; 'yo� �? ' OQ- AACVIVC> PKIINA--, (lip 6) O /�OV�O6 `5qA l PGS AVIV6 A i0 i r CK CONFLUENCE Gc;? MR AMWVAL N 724, 101- 82 SAPPHIRE STREET AT BANYAN STREET s�"�`°` "°� E/,586, 82.4. 4/ REVISIONS U. S. ARMY ENG DISTRICT r LOS ANGELES CARNELIAN STREET AT WILSON AVENUE a xm OF EGGS oE� lY, SANTA ANA RIVER BASIN/CALIFORNIA CUCAMONGA AND DEMENS CRgEKI SAN BERNA.RDINO AND RIVERSIDE COUNTIES w • M%" tY, CUCAMONGA AND DEMENS CREEK RECREATION 0 10 2O' 40' GO' �' h' CUCAMONGA/DEMENS _.CREEK aeaao BY$ GRAPHIC SCALE EQUESTRIAN TRIAN TRAILr' DETAILS "GINEER: �` OK IG 1 N AL 5cA(-E o t a 40 ' La SUAWTED SY: SI T J.P. KAPP do AS.90CIATES INC. � SPK. NO. DAC A 09- _��L•�� CONSULTING CMI, ENGINEERS, SURVEYORS AND PLANNERS o"WINR N0. c2l 1389! PASADENA AVENUE / TUSTIN. CALIFORNIA 94880 • DATE: DISTRICT FILE N0. � (714) 730.5757 r SAFETY PAYS vY �OYErIIEMI/ IfliailC[ 171 -7MIi1 { VALUE ENGINEERING PAYS Imo" 8i1 O �Ol�'UR T�tf�N� 1•��'140 �- NGA i — q -' % REEKSIDE PARK l LR-4 IT ' CITY OF RANCHO CUCAMONGA I I - � � 2 I,Rc�4L�/ I(ZON P1P� . . .. l '� •• � �-- % it S ARMY CORPS OF ENGINEERSLl I ! 1 � � �,; i - ( c. IFtN /a Iz' 11110 w -rpt �- . , , •' 1 j I i ' � � ! ;. ; ' � ; - _ O (gyp �I I��- C,5 . • ,. - " p m(z #5" a X 1 ,.;. ' '' � \1 phi N� M t • �� I�� i I.—INE-F� � � I I I O_1 P� I�ITfit G If/4- CIO ►N�' - �iN. JINN �/�- — I rel p I f��G IDN • 771 12 d� O I GI � Il � ji _aIl cI �j/�- II -O ►I & i I M M I I toll I p IM O ") I I Sit — �- L INU _ _ At ---� O vM M @) �M,�c uM _ a - CUCAMONGA �Iwt�. I / i CREEKSIDE OJFARK ' N-0w '( ^TDA I:., A)� 11 � � _ SIL IIGN i � ®'�d'`IPE#� P�� ;: � 10 2��, Gam' 2-�0 �,�� •f _ I ..� Fit--W-rte Symwtf6 ate( 1 # !i - HT -77 uj ` ►r . s I I VI 0an Mo M �� I' ' wN•Mw•.w ..w. " I ® , - O- ` 2 >.;.. r.r I ` ACAPH� C%' } .�Ll 1�51&01`40b '� (I 'Q �11 >° — 11�' a �j, Ir"' D ��/ - s TF ` � W �^��✓ � "iVr ' {'t 1 t{ II � O r `j�� !�fr S�i � . • S ` © D •+ VV V W BZW = ( ( S ' I ' ' � I . :i � � � i II P h� W z z �p I, )I I 4i 4 4D Q r Z V W Q om____ — I� Jf I r' �� I Q' - ♦II I IVB I I /7 O z v I i I I P LA Nvi �! f oc 8 — VZ �� > f I!I oN S WWF- j ® 3/. �� 2Mt O O ' G II II /► , OIL w =t OH 5 ICS Y�b% t0'i r s �; i :` � I I I � , . �UNd� CSN � � "I� N � � � j ►,� II . ", j 1 D f\I__�, 2 0 . ll : N 4 AT 1t-' ! I ; �'' ` II rI: t I G� a = ® ��N \�✓i wrv` �-� N Y � I� - F d I It IL ca-p 001, i R e . �j ( — `" ' 1 JN I ��%rJ l/ j I i I o ° v > • o o � •G• °0 / -7 C-I [;;-7 o _ 1 ; w co Z 0.11 1 if L fcl;: Et N s• �\ �� I ' 'IST' �� D ( v �✓M ?P �� I I �_.� __ I `�-- — _j 71 �✓ I ,�r,,�,r , Ip�„ jr �1►�i,: ,r• I I�v1A�. G:q.. \!ol►..�' I r — fi� �j IJP POt- D \�/� f JCXT Get `7 1.f�1 ) f✓L) — � n/_] �— SYMSOI OESCRIrT10NS DATE AM ROVAI _T - �-, - �� ` `jam`' ` ' 1 Cpl„�i• �� I( I ( ` fi I _ I REVISIONS —T , U. S. ARMY ENGINEER DISTRICT _ � i • • • � LOS ANGELES �j o , I , — I CORPS OF ENGINEERS s IL. yLN �- --1 - r � ' I o ' I 7 > _ — O �--4 _ _ _.__ --�- % 4 i DESIOWD BYa SANTA ANA RIVER BASIN,CALIFORNIA CREEK, ` .. I • .I � � - �� i1 O� _ � � L � i tZl . I CUCAMONDA AND DEMENS SAN BERNARDINO AND RIVERSIDE COUNTIES =Q- — xl•— L.�tl — fit —�'� r 1 I �T —+� f� N I 1 DRAWN .Y. CUCAMONGA AND DEMENS CREEK -vie .-�. m I I �� j• RECREATION 2��,f = CUCAMONGA/DEMENS CREEK 01 c"I Sys q 1— � -�-•� — --� DETAILS / - - �x�/.v i.�¢ x t PARK SITE 1 SHAT 81 i I SII �I! r -ell 1 ZI SUBMITTED sYs SPEC. NO. DAC A 09- _ 8 CDS , pI G�IIIIIII.I.1 i C770ttl ' S� P� y► � f , — �l DRAWING N0. II C22 -i/tII 'I _OIL DATE: DISTRICT FILE N0. I ✓/ � � XI `fir nn mc) Fnf CUCAMO SAFETY PAYS ' *u. a�INVENT�� :,��-,34 1 ` R , M F VALUE ENGINEERING PAYS NUNN MI. >4. -I•F I.tt L 1• MI• t, a.• .•I•tt ••.• •N• wo lco> F C.-I L- �' .. tK•NN• --i.�.• �' ilii' tat..». .... �► ! GL,, n4 QJ • • t <4r,,,, �� tatpl ••M� ' MttY/a •ttt' �oFZ O�I•� �Il�l• RC-�/�� itTido �I �� -P �I�N� l� I ��}� FAG�a sl c� -TWO 5! �Co�- �Ac.� e &f- PC) �I, - a I P 'tWo � "� U�} D I NC r U r-> w H PI H �o {"� L-- o� �I •11•tt � - •MIM. ' a" •..• •tt• ��' ...• .w• ° .• tat.t/a ••tt „ 4 rro ��- •• y C rHj::-� PIN ,5 . �-+ ~ �' PD�RK� NC7-r-�pp ph,( �+- ,� ►--,� .� �� L.� `•� No-r-�.p ori r��- ��,� �� ` �� G` �� G' � G .:;�? -�-� ; Alaws >�� w►•I (O I I Mores= PSI .66 eHOWK4 F0F Tl p F r�i'I•tER �IG.N. � � TWO 3 J � W z = WCAP-Nrw L •- L.� 111:6D �-- )Up � � IN � lalIUI.�I I� ��I�� ND�Tt �' i l_ W �G� "'u i �(�� 1 0(� � ��j 1 ��'�i�`✓1 I rI� ( �F �� i� �1 '1 r ► ' 1 I f ��l N aW = 9 OZW •• AI•Io•d Trail CL 0 z i = I � h� x I � W W F- - I . W Hillside d. d � p / f"�'� CDRI�U a� �• �T��I - H E R I T A G E COM 17-f G,�• �� GuhIfl;i ZT PARK AREA �✓Iv yN / \\\ !/2-1 4� Kuj to /•�� M y•G�•' wl►.•• A.• O err � + �i UC�� Y h•� N I r N r �I r 'I aC C�� • �•nytrl se ��t Y � '1 I �r" �� t0 x/. /2 r 1d Igr _ = F,411\ DEMENS 10 1 h� r00 jl-Gi� ---'--- 1 CREEK1Rl., row , 0 r I "' � 0 x'411 rd 4+dJ✓ Iqld!�- G •, '_' �� , f wow To }to —f-7 •t11 t _ _ _ _ _ _ 100 Opp``'• � — r IZ � CUCAMONGA / ; jC'OMMUN o � ' • ;' •° ` -�� '� O P� �' � � � y >/� I Q Nrt)CREEKSIDE PARK J/ -T � , e !�-;OUTtfi --TFA L, � MAP . f5lOk�- F jj� 40 0--� r • a '� �1� �%p�,� 1�-�I int�1 �L�'+'(�I � � _ . r GdLsII I, �. rq� 1oIMl�� •� q,�hlp� pl��.#2• • '� 92.» �i� I�FEi 101t"t�h ``�+h � .��/b�10' A�0114f ��I 'rb DATE A�ROVAL L � !' SYMbOI DESCRIPTIONS st • �� p ��1� �IgA - � - REVISIONS ` LANscAPE U. S. ARMY ENGINEER DISTRICT • • • "VARCWrECTUM LOS ANGELES OL «:. .. CORPS OF ENGINEERS CZ DESIGNIMI &Y: SANTA ANA RIVER BASIN,CALIFORNIA �� ' \ I �" h •; '�' ---r- � CUCAMONGA AND DEMENS CREEK, J' I SAN BERNARDINO AND RIVERSIDE COUNTIES DRAWN Us CUCAMONGA AND DEMENS CREEK RECREATION `ANOSC,I,p� CUCAMONGA/DEMENS CREEK 0 1 Z U411 1�P C1IEOCEO RYi / y- PARK SITE SIGNAGE DETAILS CD e /�e w SUBMITTED BY: SHEET * SPEC. NO. DAC A 09- _1 - `�� DRAWING NO. C23 �F of c Nv\Fo DATE: DISTRICT FILE N0. SAFETY PAYS irU S GOVERNMENT PRINTING OFFICE 1960-7U•174 r VALUE ENGINEERING PAYS 5 f;a� FZZ:�f,— fe�[, o ® 67 0 r `♦ . I i lvVl `' d V1�5—� CD Z - 11• E r COW.-, w � , M�Le F, :F� MEF-0 c 45�� Z� �e Lok (71 -7 C<a7 z t W a � '" Z W , 0 a ` W Z PREFABRICATED SHELTER NOTES W Q ; W Z 24' by 24' Uj F.. . Z U W 50 lb. per sq. ft. snow load U. e t,• cc r ZZ = STRUCTURE ROOF PANEL W W F- The structural roof panels to be made from stucco embossed aluminum alloy 3005 . : H19 coated with thermo-setting acrylic finish. Panel configuration to be such that allows "snap in lock' , one panel to another to form a roof that is leak proof and held together with said lock without the use of fasteners. Each panel to be made of .032 thickness with 3 V's on 8 inch increments and a depth of 2-1/2 x 1-5/32 x 3-1/16 x 2 ft. wide. Panels are attached to supports with L #8 x 3/8" sheet metal screws. x The roof panels to be mounted to structural members composed of: t. E RAFTERS i. The rafters are formed from .1250 mild steel that is 12' long 3" x 30. The rafters are made with .1250 mild steel plates at the ends to allow the gutter to be fastened to them. Rafters are attached to posts using 5/8" x 5" bolts. POST c The unit 1s supported by 4" x 6" rectangular extruded aluminum tubing 9' in i length with a wall thickness of .187. The posts are fastened to steel -base plates with anchor bolts 5/8" diameter x 12" long secured in concrete footings per local codes. GUTTER FASCIA y ► The gutter fascia to be made of anodized aluminum 12' long with a wall 4; thickness of .062. Gutters are attached to rafters using 3/8" x 3/40 bolts. CAP STRIP The cap strip is made of extruded aluminum with a wall thickness of .078. I . Each cap strip is 12' long and attached to a rafter with #17 x 3/4" screws with neo washer. Each cap strip is designed to cover the edges of roof panels where they are connected to rafter. DESIGN The design of the shelter will be so constructed to have a peaked roof raising from the edge of the panels to the top of the roof an approximate 2 ft. at the peak. All roof panels, rafters, posts. gutter fascias and cap strips will be painted brown. Ij a ' t 4 SYMMX DESCRI/TIONS DATE AP ROVAI REVISIONS r.. ' U. S. ARMY ENGINEER DISTRICT 4`. • • m� LOS ANGELES CORPS OF ENGINEERS DESIGNED eY: SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA AND DEMENS CREEK. SAN BERNARDINO AND RIVERSIDE COUNTIES DRAWN BY: CUCAMONGA AND DEMENS CREEK RECREATION 0080Ap� a+ECKEo 1Y, CUCAMONGA/DEMENSCREEK- SHELTER %; DETAILS ^ . + o SUBMITTED 6Y: SHEET * SPEC. NO. DAC A 09- DA _ DRAWING N0. 4 C2 4 of cX4� DATE: DISTRICT FILE N0. kA SAFETY PAYS °i• L aU S GOVERMNE47 MIXIIMG OFFICE 1060-764.194 1 " PAYS A . E i ' •• + �,..•'" mow'",,.•'^^' 7•' . �'`•' ✓ .r� ro. y . j „ ''/' )'fid � W .~ n !'.•'•'"' T Mi el 01 " r�J •.y � f � ,,syr r+" ,.•• .,✓ .,r' ' .,r ,,,✓" _ yam• Wim" ..' 93'` o""° µms"'.,,M J „+' ry x''y. �+ *,.a•w / 1 ,.,r•�• ,..,r""• ,. ,r �w;` ., .r . ..♦ <'. +'" .,de.r''- k 'fir.,,• ` w,. t r , i r .+' ,,.,..' :r^ may' ,...r ,r .. ^•. ,,,,. "'_„_" ........ -._, !,* ,s•, Nr �'..•' `•.4. „•,......+,...r.... °..«..w..•.,,»w.,,.:«...•.,,.-...,,........... ,�••."° ,yo =^ + r a y,,. J'/ � ..,.,,,,,,.....✓" yam` ,,,,,,,...,... ,,,_......,_ .", � • ± ,w,,,r "w 'n✓1" ",•• ,fir".dyrw•°� d"• a�'' _ r•°,,.J" ....', / - r' � .,r ...,..,«,.... w..,, ..,..,,.".."".,,,..o..,...M,., /r .41 01 v o ; „ Jam,,.', •{T�' :. , ..^". l ' r .f •-x' „`` r' ';. mow, / ". ,or s At 000 4'3F' Mss' - ,. ' ' i ` , • ,« X�j' `` y ' •\ ' '�, ... i , r.. 00 , y � , ^^” ,',,,,.•'." ��.r Nr'w• ,' ....✓"+. �• '�*w•. "``: ..+*m '` b i_ r °'.+""••" ,� .T� .rye , V� .,...4 / d""rr �, � • � �� 'V r _,/" ,1�..� � '" � _,ws.r^" b .+�,I+}i' , rte p, , .,r ..,,,rr-•- -— �y"'� p \'... ,.:'v` ' .+ „ a w •w,+.,. , , ' ...^". �. ,,/",x• �• .........rte.._._...._..,L. r ,• � � .„.. ...w:.w.•„r""" "..►+"''"•” '' . , }' .. yr'.�•"`'- ."-.._. __^_.� ^" �a .y.*'' � r u r 1 w'. M W � 000000000 17 a. r ..+^r' y �/ ✓ /. 'CY .87 PAD y Z '" r -' / 4p M NKA 21%F .} i F D 7 .6 ,,,/"� I Op E SIA ,� • yr E R (-AN D S C Q Fes- F- W . l- _ ' Lu OC / N5. � _ KN E C T TO Ell D:. Z r t RSE -FROU G N , 0: < � ,.- �,.- � . � ,, ` �y ,G. � j p PLAN�N DscAPE m I-: CAIJST DOU zzx ui ll W . I -A � � f � ;F, d � (, �,� � V CONST i" METER x� x .f O ff / �.6. �v ? tV ., �Q• PER, W C.C .D. STD. � ` � � � � -•"- � '� DAN Com. 2 / r �` • ,^,..• � `` � J , J ...- � ' 9.33 LLI 213 0 ul 44 04 TNS pyy m F,C G •.----''"''.r-�� .�... ,,, :: • xT Q \ J yy(� � � '� ^. : �� • r f h::rr �{IT O �• � �� ',w•` � y�'I,/� r Fh, ; "`.,`-..+V , - i'.' ! 6 /„ . 000PSR GA 0�E R G•A$ w} r.--•� 00 trr_Ll CR � V �-'� . pC.C. C3 e�' �- _ --�' w c 40.5{ .r'� STD• O� Q5.71 Y4 ,p 0 00, ve 45. _ q g7. C4N T' �O~ C jo FGA r)t4 T - '�'.•. —" w�� ' .� p~ M ! rte,,.-/ f _.._ ` brad • s a q5. ? CN4 5 N - f 7 AZA 1 p`1`^ 5.ICa -- S✓3"8 1 67 97, ,b4 /'` f - �s—•7-—.__ `�� 4�;4 ,- �•'"p`--P %� x-R1�p�GtiE-•�• , ... x y . _ ?� a� �jp.1.1S - �'' � A �t i, , ,� `�" --�C.o•�' 4 ��.,;�--�. �� ,, � pA� . � ,� � SYMAM OEscaw oms DATE AMOVAI AZ S,OO 5REVISIONS �� D �5 $ U. S. ARMY ENGINEER DISTRICT `° e c. LOS ANGELES - _ 3 w. ----- __ • � ,, - ." _ .: Cp RgNCKp •- CORPS OF ENGINEERS . ..... -- :' :,••::•' • •'• ,. � G SPF ,.---�• fool a�c.HEo sYz .` SANTA ANA RIVER BASIN,CALIFORNIA CUCAMON(3A AND DEMENS CREEK. 4..e.'. v �• ` . 4.• 1 so �`"r`"""rrr• / -• ~ ____ `� r- "'"' W ,' } �� U Q' �' SAN BERNAROINO AND RIVERSIDE COUNTIES -- .. —'"""` FT R i CAUTION '. A a(c'� D WN sYt U r, CUCAMONGA AND DEMENS CREEK •"'' ...� ... . ..-•-- ICOtJ�T �' y EXIST. 4" GAS t_INE• a �^ RECREATION r E X ACT LOCATION CREEKn """ ----` ,` � ySTD. 0WG ` �( h UNKNOWN. � oCUCAMONGA/DEMENS :r --- / EXIST. 5E W E R LINE ��D .•. _----- © � ,,,, --"' �" �, r �^• t is ` "� PARK SITE UTILITIES - sY:' EX 1ST. 10 WATER L I NE a 10' W ENGINEER: . SUBMIT[E 1•- h : .� SHUT &P. KAPP & ES INC. Q SPEC. NO. CA 04- JU D ` r, CONSULTING CiM ENGINEERS, SURVEYORS AND PLANNERS DRAWING NO. 158ft PASADENA AVENUE U TUSTQ'I, cAttFORNtw 92680 GATE: . DISTRICT PILE 0. (�i4> >aaa7a7 i SAFETY PAYS r _ _............. _...._...... _.__w_...._... _ VALUE ..................... r I / � 1 gA C t � PROPOSED I' WATER LINE L VICHN421TY _ s/ 0 _. ey Lu r f^ W may. LLJ \A z Q > . lJ / V I .rte"✓ ►" ,,•' ' W Z Z W i. 0 Q ''r VZ/ O O V ' W Z .rr U z2Wuj J � LL k loc i zii " Q W W ►"- �L --' -',• " EXIST: SLOW-OFF n �� .._. ... .... CONST `TAP '`♦ AoZ Ff= CT 15 MEFASKICATE C. ~"`♦� --- —«_. �C• �`.i. ' . `' ♦ Imo'° �� / ) ` \1•_•-•-- �� r \ ` I ,.-� `�-�`" • •' - � a ..��. '�.. CONST. 1•PLIC ,,, �, . M ✓, / _.. r NE `♦ " / CONST. t PE. CL." LE 40 WAT E K Lt �,,. 3D WdDE E ASEMEN 7" NES f� �Y THE `— ♦ �,, ..__.__...._._. =' �Y - ! R CUBA �► __._._ _..__.._ __ _ _.... TE-•2 D 15TR I �M f' ,,., ✓�� - �� (.`,, ; « ; . --- µ �� COUNTY 0 SAN �BERNA�Dtl�O ` �� LT _-.....: 'W... ``mac'' '�" +� '� METEP, PE K _ ... .}-; ` ,, - IEXIST 30 R.r.P r CONST 18" M ,; • ~. `-" ,... *. GRAVEL " I500-D ,.� `-., CUCAMON) A. COUNT`f a 130 PSA AT ""�� ICT STD. ., CON DOU C V&VE TER D)S 2 EX N CHANNEL Favi /' 5T. BLE K V VE . •-'f ,, -'' _ --- ,_,.. ..._-- "�� 1� - '{+�lq .,, �\ � � �6f%�`�.� DIST R I GT TD. q• �/i�' ` , " ..., ,�. r ,• ' �'� �'' _- �--'"✓ !! `' CREFK PVMT qs�C, \ EX15T, E.P. I 'Y �� 7 , { CONSTRUCT sine "4 VL . ..~•• ..__ —�--- ._.ter_.,- -- ._... ``�� , �.... r� r ��,: ' •' ^ M �W'_..•-•-- yam,,,,_,,,,. __ _ _ ✓•-",. • ,_.._•'.....".....____"", �� _.... --^ ---.:.^.....^'"-_.•-..._- .................._,. \�.. f"�..aa,. 34.0 EXISTGOX1ND �--�;;��"-✓ � ,',,,�► r�' C.• ..� \ �- � .. -- = - --" '-`" _- -•--" " ------�" --• __ ------"` _ -- - �, ! 2.4 50TIOM OF PIPE SCHEDULE�3t,a TOP OF S•D.�r- - CONST 1 PV.C. -.r-- ��. _----• '-,-''"".-•- -- ..- ULE 40 =� � � • _— �__ -' ,.-�. --' WATER LIWE _ ✓"•fes •^"••'.'e"'r'.'...._" .. '` \ "' �,� •...""".---__---._.._................_.. ``~,♦ cy\ jam,, ,r-•"'`rte / _/ ~✓'' \ e,,, •. /T` SYMBOL MaIP MONS DATE A"ItOVAIL REVISIONS • U. S. ARMY ENGINEER DISTRICT ♦ LOS ANGELES ' CORPS OF ENGINEERS r (ft13 BY, SANTA ANA RIVER BASIN CALIFORNIA CUCAMONGA AND DEMENS CREEK. - SAN BERNARDINO AND RIVERSIDE COVNTtES DRAWN by: CUCAMONGA AND DEMENS CREEK RECREATION �. a r CNECKE0 s CUCAMONGA/DEMENS CRE,KK ENcnrEER: CONFLUENCE 'l SITE UTILITIES L . J.P. KAPP dt A35OCIATES INC. CONSULTING CIVIL ENGINEERS, SUBMITTED BY: SPEC. NO. RAC A 09" _ D-.flA2b SHEET ND SURVEYORS APLANNERS ._. 15M! PASADENA AVF,I UZ TUSTM, CALM)ORMA 4IMO DRAWING NO. ' (714) 73"757 _.__.._. DATE: DISTRICT FILE Mg. ; . P ETYA YS s y. , .. k • VALUE ENGINEERING PAYS t PLU M BI NG F I YTU RE 5GHEDULE FI XTLIPE 517E � ,FOR GCNTINUATIOt� �. P-No DE5G1eIPrioN REMAI2K5 �•- 5EE SHT. •� c. w. 5. V. 2,.G W. BEL OW GKADE P- I WATER GL05E 14 i I T I � �� FCO�OR M Td• GONGEALEO FLUSH VII,CVE, RIM HT. 3 i �2 14 Z A60VE FLOOK . 5EE NOTE l • HANOI CA PPED _ t � 0/2" FLOOR MT-p. CONGEALED FLUSI-� Vi4LVIEPER50N5 5TALL P 2 WATER CLOSET 1 14 3� !6 EF. DETAIL BELOW . SEE ARCH• DRAWINGS P- M WALL Hu%,GONGEALED FLUS% VALVE. LIP HT. 3 URINAL 1 2 I /4 IW ABOVE FLUOR, 5E5 NOT-ES 1 , 2 & 5 I l N I WALL HUNG CONGEALED MbN BUTTON. KIM HT P-4 LAVATORY I �Z 4 ---� �2 I / 31 MAX.ARW9 FLOOR,5EE NOTES I &4 'P 5 L A VArORY Ile I I�2 I I f 4 WALL HU NCA,GONGEA LED 0511 BOTTOM. I I� HT VYOME 4 MAIC . ABOVE f-t.QOR SEE NOTES 2,4 b 5 P ' 314+G. W .ABOVE CEILING P Co SERVIGE 51NK 's�4 'S" 2'' WALL HUNG WAS" TRAPSTD. 28"RIM HT P 7 FLOOR I M �ulx,�'STt�q I NER DIA MEl'EIZ P P I R DKA N 2 Ec F I LLE K VA LVE. "PRV i P P 5.o" : ,. • , -5/4' 0 PEDESTAL TYPE W GONG.STEP ILLEP VAL P-8 D�IhK,1�ka FGJtrTAIN 2 2 V. H .B �� , 5EE NOTE 2. [ ] Z`V. BEL . FL .RE5TRDOM c.a 4"s• 4w✓. E�. X8.3 (4 9 to 0:3yr. see i S�tT. Uf • Del H , 13 Hsi M 1 IIZ GATE VALVE [lit I H.B. , ABovE GLC • 9„ ABOVE FLaO P2 P I P3 -5 Z DBL ,GHk. K HA N DIGAPPED 1'- PER5QN5 STALL LOOPED,G� INPI EN tN PIPE CHASE 5EE ARCH. DRAW iNCS- _7 777 777,7777-77/zl/1A 'f RUN 34" TO40"ABOYE Ft.G(UR PLU MBIW LEGEND 5YM BOL ASBR. DE'5GR IPT14N NOTE . KEEP FLOOR Om N CLEAR OF MA�NRY .� S. OR W. 501 L OR WASTE TOILET PARTITIONS G . vV . GOLD WATECPOTABLE) - --- -- V. VENT LL Hy i V.T. R . VENT TH2 U 1ZOOF < W RESTROOM PLUM I —" 6 - v-V. DATE VALVE � z W 8 NG PLAN _ W g � SCALE' i/4��=i._0.. �"'�' K• 6• H05E 51B61VABOVE FLOOR Vi LOCK KEY OPERATOR •► N W o i W Alk WHA°D wtATEK HA M MER ARRESTER�•D% P v. I . SI ZF z im < m 2" V. UP > _ w G. O. GLEAN OUT. zz = —�— PRV PSE 55URE REDUG INC VALVE (GEr AT jo P5 a W W �- > P. •V. W J U. PLUMBING AND DRAINING 1 NSTIrurE � ii -,� , . , D SIZES 61 - 113 FIXTURE UNIT EQUIVALENT I7 F. GEN EfZAL NOTES I . FLUSH VALVE HAN DLE5 &, FAUCET' PUSH 15UTTON SHALL BE LOCATED i 1 w 39 I NGHEG ABOVE THE FLOOK FOR ALL FIXTUKE5.VALVE TO FE GONGE.ALED. .`�,'a ' • 1 _� = c"' - 2.`�VAN DAL PIKOOF " DRIWKI W(- FOU N-FAIN SHALL. 13E R Aff' QVEO r-QUAL 21 50 3. U RI NA L 5HA LL BE 14 1 WGH ES OJ Iii . 1 �► �"I I W 1 OE & PROJECT NOF NGHES FINN E T� vtlA owll 4 . LAVATO�IE5 514ALL BE 20 INCHES WIDE & P20JEGT .OE 18 _ A MIN-OF (NGHES FROM ]'HE wAu 5. I N5TA LL LAVATORY P-5 Vel ITH A t I � � r - - M N I MU M GLEAt2AN�E ot~ 29 �2 t N�Gl�ES 6ET1UE�1 •% I 5 `~Z `�y • _ _ -. FLOOR U N DERSI OE OF RIM FRONTCHOLDING 34 INCHES MAXI UM RIM HEIGHT GON0ZETE BLOCK WALL \�,,�' /� I-- I N _ - _ M } . FO. FKOVIDE*VANDAL FKOOF~VENT CAP AT ROOF' (SENCd oiz EQuR L) P- FIXTURE d •� I P- •=-L P- 4' V.T. K. �� .� +�1 N -;- 7. IN5T-ALL PLUM B I NC TO MAI NTAI N GLeAR KALK 5PAGE IN PI PING GHAGE. U 10, NI N �, , LOoPeD WATER HEADER IN CHASE. LOGATE HOKIWN rAL VENT P1t°INC.i A M I NI MUM OF Co FEET ABOVE FLOOR. U5E 51NCLE VEKTI GAL OL05ET GAKRI ERS 15' REGULAR HEIGHT � `� J - j p a i EACH 510E . •I G. !Off R3 19' HANDICAPPED 8. 5EE Al FOR PLAN LOGATION OF FLU IN IX I I IMB G F TUBES. -- ;100, i — _ I ( I j = �l -{:'9. GoNTRACrOR SHALL FURN15H L0055 ICE WITH EACH FLOOR L t NE i I ( � � , : �( R H • . I I H016E 8188 I N 5TA L LATI OK! . 1. • �' i •o.' WHA O I 6RAPHIG SCALE --- symux o�saeMONS "IN AMWV�u ` - REVISIONS VW-_ 1_0'' Q 4 8 12 l� 20 U. S. ARMY ENGINES DISTRICT I LOS ANGELES CORPS OF ENGINEERS BY+ SANTA ANA RIVER BASIN,CALIFORNIA WATER CLOSET DETAIL RESTROOM PIPING - ISOMETRIC � - . NO SCALE CUCAMONGA AND DEMENS CREEK, NO SCALE SAN BERNARDINO AND RIVERSIDE COUNTIES Ary ol�►M►N �YCUCAMONGA AND DEMENS CREEK r+ RECREATION xL CUCAMONGA/DEMENS CREEK cwcm bYi PARK SITE RESTROOM, PLUMBING SUBMITTED bY: � SPEC. NO. DACA 09- '-&$D.D=5 ^ DRAWING NO. U3 DATE: DISTRICT FILE NO. SAFETY PAYS r ' _ VALUE ENGINEERING PAYS Mf!rkL- POOP, r_p1AMfE 3 -Oil M1l� Of'f;.NIN6 Zt 11 D,�_M1N. 0PF_W*46 -- ' � O �• � � l � I � - • --- - ---_� / M�ICY WAi.. : I 1 d F W� 11 I 4 w X00 G4p+E tOF''� I'+� -c 28 I090-IF o I , Gd x t Z'I ALUM. L ooNeI . - -�-- --- --- -- -- - { _ P F-i-----_ Ln fi i ! j _,_PETb4_ &ATr- -- --- �y HA�401GAP WALL•ol.:Pi`k)P_p WALL foLfib Ewoeo 'TbIL�T COMPAPSTMeNT POOR coMpAATME�4T Voor, -�3 4 2-S V of Zl rtYP OF 1b) ,•r�,••--_.__ N-.._, f# dJ N �T 1- AJ<lXS AT 5{D� WA11_� fi7-�- �.. - Poopl�N MUTE' I G>~ J 4„ -ro 1,L-0 5 _7� m T Mf✓T. i1 LtLF !As Wit' �L ;-✓ _ `�,`' . t1 _ 6 t O ?pOV;:;e tZ4G. � u ��Qep DSP. , s TWNLu 1501-T�, u , I-b tN I?t-`(+�1t7. - N _ JI t � @ ��', 2' o`' Mf�l. GLf� AT t�TMeta�a►TE TOI T PAJ° t'T 0 5 �. �� t � i- NCS �f �� G�.� '� � 1►.�EST �l�iE�.Dh IzIll 010. pool' r� � IJ DAOF'► T \ GAP t�tGaL � -- t-Iv -ALE —-- i-{46lGAP Poo�z 3'-o"x 4. 106, ' 1 #�LA� Al a �LST' Go � T'M�4T poo�co ' 1.10 gl.AL F- Eta oPR Got-aG, fl�"�. ��`gj, f�"�MI"' $R�Ai� - • N W !,`n ,I✓, r` t� � GALE; '�4•" - 1' -o" j-4 j- z z z `' W PANF—L I Q = rWFf467__ z z s i' , ;, I i' �� •, �, �, li I )i ! ; , , � �, � i f{ I Woov IIID !'Jt�. � ` : 4t Wli'✓� WOOD GFP ILL +' j� � �{ �1 �1 �� ' i ;, y �t:I�.;r1N(�i �� v O G. W, r3i PCOf PAW-J- T - . - - - - -Tyr 1• _ JI�f? 1�.Q� L — , -1�— 1— t1 ,-----T— - c 4- 1 SPLIT '�.. • . :.T .�� nom► ' 1 P, F � , .y ,\_ � r�'��' j't`' ' - � -.c�i �� _ _ ..__ . ..__._ ° � :. .� • . - •� ..i �. 'T ��'�-- � �l•"'f�� p�"��1 V � G�I�j�,� l 11 NaNDrG/>t� W.G. /41-\ 05" 1 Dff: t VAE 10 44 ` x 4'-8 PAtl-r To NWTGN v Wood -Tyr vwv rimae OoAt1 : 2 I ---- 5� _C—Jecu 111Y L I GIST 014 t L.L C f rxr�7e tAC,rcINm \ K2�7 J AI I-1T To MATGN 4eq L.L r_ rr N Ful-i- <oLl,.� FA TO MATCH A ,wAva text I: ,, t 1{ ,; � - -� - �GulNTY L�-� ..._ � ;, ,� , , ' ;1 ISYMBOL OES0IrTiONDATE APMtOVAL S 4 .{ - :., To � G•�.tl. TOIL.Er �LfREVISIONS Gt''I.c�• t;,tK,NAi... SGf�t-�_ .--- _ i - DISTRICT • i +�,; ---i- _- _ _ - _ �: - U S ARMY AMMMICTUFA S ANGELES e2TAt- hzv� 1� X2q'�I , - �T: y :_ �_ , -- _ SLIT �or•]G. e�l.c �I Q Fti CORPS OF ENGINEERS oESc0*0 lrs SANTA ANA RIVER BASfN.CALIFORNIA - .�_ 5 -o � - i^ —o . �'�pt" -• . . � - ;�-.--- . 1 � :� . - •._- .- -._T .__. --�-• ,�Z�-, �—. • . "tom �, tr �A _ —> i . ; - _ t - r 1: - ►. . _' , . __ r �, T�� I_' rZ CUCAMONGA AND DEMENS CREEK —L. COUNTIES SAN BERNARDINO AND RIVERSIDE �. v- F Pf¢� aper•,► c�� r' • - L-3 , _�• , f`,`� �" I --;-• -r ' ' ' � - -:�- - C NS K t • j -: ___ _ _ _ Y.rRECREATION • - 1 -� `� r � .._ "' _ . . . ._ iy 40 023 • CUCAMONGA/DEMENS CREEK u _ (o x 6'fz- wl� 1-jG. _ T'' , ct t�cEo t~tr, °�1_ FLOOR PLAN ELEVATION. end DETAILS 4 � { SUBMITTED BY: SHEET 1_ I lit SPEC. NO. fDAC A 09• _P_3B _ 04-r nLtvA7ia�_ ATo��cT loci � �. sa IT ,�.�..-l- t ,.gyp �....�� VI-IR lot -Du 1411 Ot DRAWING NO DATE. DISTRICT FILE NO. f i SAFETY PAYS i - I VALUE ENGINEERING PAYS r ' f F11 � 7 D L` CMLI WAL-I•- l GMy ALL- i>` J Tir _Iv�\c_�44te : o I GE•�'^A FILE ,,y1 GEP�tIG'1'I UE ,3 �P E /• _ ._ ._._� / � o i 1 GULL NOS - pE LEaE TIS IN 5 __ LEGEND r mop' �+ gJ•TT"i Mao pAI� To MA�+� 2 2 PPY ��' HOPrA OMIT " �T@ Zn 3 eol~4r • , • 4` !�?17E oIG 1� �� II <t 3Z �(I'��,% '' GOf•�1' ALUM =a , n • ' ' 6 � Got�T CAP -�. Z- - u " o, c. TYP 4 �at1�L"S -a - ---- ° � ��c IPE of GMu Wa.LL ��E I.�cT, jt4r A FI 1-5 l,4 4 . , _ v 4xa I'��T 81 tour � l�l� ; NMA1� ss JAM 4 - y'thox41 A.MA-T SIMILAR f: °1, �IRD�GiiE>+1I ' G I I ��, II I W/ 3' SI-II�.I-D La 12 o.G, 4� AI-L k ,�A- �'�►M G � �ff r[loo A� Ex ' �{� C(Jt'�G� I-� to. Zx pia Go�T. FKHT To MAT' WA L L GML.I WALL r IY• � rA � �G �. � IL� �� LL o / -- t �� 1 ` -� /2lI �, II_� II -I 2 I�2U I+_ ill 1 SII � �u m I L , Typ -- _7w L (/ 1R 4 — -- -- - --- % 1� - 2 t 2 W L- L��Z1✓ \Nt I• i CaaTe l.raTc.1-,♦ G W r� » c� o . W/lG'' �T'PtiA►P ►� I • �/ �T f � �I-Lt f ' NI►�lCoE WELD o L �Ip T o Q ® D cv �� MET. GPAT 1 Nry I > _ , u� z z = q)t"I� pf� F '-, �-- 5� L I ? �' 3 ! W W tr- ® D <`J P' A T I, FAGS of MET DP. r?'AHe � IfLu-5►4 wo. boi-in F _� W P - - - - `^ I ��/� MET t� FPAME 4.`. ET METAGf' T AGI-I•E►�• Fop., LoUv>✓f� j ? > PEEL N�.b 3• METAL oF, i✓PAME rrtAL.LY 6%oa sp Z, k �, 4. I✓LUSN Wb �oL►D Go�C �"` - -ILLY �O� r M1=TAL 'I'�}r>:SI�vLb @ SILL .T- ^.T_ �i 0�f { r - LEC�EIJD o Z H -� - tl II ` � �•- �� ..� LL ; I• Me�'AL GATE IN LoW- OMH I -2 I-- ' ._ - - - — -- _ - � � poll r I ahl Z= (' -�I -oI 2 �u I -oil - _Z 31I _ I O I I f i - - ___--- `y, c„4TE LATcH h _ _ 1I FINISH SCHEDULE! --.- d- �/81I 4 U-e;I I- AI`IlCi40 ` - OM �� R - GENERAL NOTES O ROOM OO CEILING WAL-L5 5A5E REMARKS /1 - �' ° w 1. STAIN GOLOK NUM91eKS A� SEI.ECTW �h� Oul mpIG cm o t 1 9� n < u o ` In ' , - � wG G R o ? r 51 - 1011 ( I I _ - .r' - ' _ ,� � 0 g, ; -J'TAIN CO.) 0' ,11.0, WA61r1IWQgTo9N —�- > 1 R lJ _ C3AJ-M ;p �?. I ---- - jj ail 3 �+r u 2. PAINT COLOR NuM6EF2�i 5H0 WN �►RE SELECT E.D �`ZOM F�,pERAI. WOMEN • • • • 5TARPARD 595 A N 0 FE RTA IN TO GOL Mc_,) AN D 11TER ON LY• —� I — I I —i 1 I i � i - -'�► '1 E N • 9* • • • ••7f AT LRN-A-1- ONL-r - fi -- - - - - 5. COLOR MATER IAL AND PRO U CT 5 L I II I ll ` I JANITOR • •s • ilE STAIN PLYD. BOTH SIDC5. >' ) D E E GT I O N 5 �"'I�'�DE X140 M i /Z = I -a ' MANU ACTURERS' ICA-fAI.OGiS P ------------ ---f. � ,_.•\ 1 _ I �, � I � _ � PIPE GH/�.SE • � — - — -- •-- �� 'O� GL�NV I r; - ' " i `'7., VEST15ULL` • • • EQUAL, t:OLOR�, Pf'•TTEii'N G I`M�TEFZIALS, AND API-i�D1/h� I ► r Prop Cf ��r: M�rNU�TURs CAN W su�vT1TU'TF..m i INTERIOR COLOR I$ MATERIAL SCHEDULE EXP05ED T4 "ovfMPtGuNo.T15 _ CER.TILE 5AISS itimn �r 4. �ICaN tt-iENTIFIGATIDN NJMSEIG3 SHOWN AR�6F�OM T.i4 ' I N A'r 1 v rl�►�. ��-1�.MC �.�/)G E STA N pA1ZO5 �E.� .Tal-+"T' C..� �j '•, _ _ c EXPOSED BEAMS "OLYMPIC" N0.915- �� CER.TIL.E lIllN111•I�� G1.��G 2 EXPOSED WD.6RtL.-E "04Yy1 P1 G"-NQ•913 7 WOOD OHIELVES OLYMPIC No. t LE�a��D _ - 5. Al.l. �DNG�ET h�A�UN1�Y UN ITS (G.M.y.) G,NAL:_ �c 'Ay, D. W ` _ ca�+ufPLAS G1.�zEao:.T 'y1TRoc,EM" NC. :Ip 1 Co. ALL F-XF05SP METAL COhJNEOTO125 SHAL,L-'$E PAIN'TL� 't'D ToP 1 kk—oE �- - �i- -- - _ _ T E cr,Lv. UNPAINTED M04IH ADJAG•ENT 5URFAGE UNI. OTHEi2Wl ,E- NOT500 �- `" JOISTS PLYWOOD "OLYMPIC N0.90(i 6►A E HDWE, ; , 6 ESS S TOILET DOCKS MITI Ko. M-2G0 , - - --- 02- N �6IE - --.._ _._. .—. — — -- * 7 TAI N>Y �T' I 5 iJ X13 'SI-IAI.L I- I. I7IC3MENT CALOR IN �D P�-t' -vIF'T' (�toR TO Ito �N WITSsYMt> ofscRlrnoNs DATEAnRov�u. \ II 6."' EXTERIOR COQ OR MATERIAL SCHEDULE "f -� � �- �-"& � �i ZV -JI-AFLC 6..", WELDED ME'TW_ GPATIwp WOOD TEG 'OLYMPIC' NO-715 CONC. RODE• TILE MOWFI VILLA tlo. los REVISIONS W� To I- i,-V I vi, C frp-AME see zweGS WOOD BEAMs 'OLVMPIG' NO.-513 0- GMLI GLAGLAZ G01%T 'VITRocvA`13-Q- - t• 1 -_ _ _. .. - . V_ U. S. ARMY ENGINEER DISTRICT 1 - ( M u FA6GIA PO VMPIC' NO. 913 -t CMU OF-HIND WD.GRILLE MATCH WO. QRI"o : LANDSCAPE II ovEl'�IZE HOLE c� 3/4 ,PTNp�OW ooLT W/'t/63 4, LATcN — ---- -- � • • • A�EC� LOS ANGELES � I' +7 WOOD GRILLE 'OLYMPIC" NO. 919 " CORPS OF ENGINEERS s ' It�l �LGY.Y' �••IEI.DED TO aoLT ------- --- ----- --- DDo2 oLYMpIc No. 9�3 � 9 t; FL,1/4 x 3x0'-4'' �� -3/6" STAPLE ►�1=t.v To PLA►GC aooR PQ�w►e No• 101118 DesIGM0 1Y, SANTA ANA RIVER BASIN,CALIFORNIA " W/�S" � '` 7" A'15' X4xo'-you WELbTo l�4P5 DOQR S+�;HEDULE CUCAMON©A AND DEMENS CREEK, w SAN BERNARDINO AND RIVERSIDE COUNTIES ` 1-- l GL►T Ct-4W A5 ' HARDWARE i r,- ptaD Tom f'I-• N0. TYPE SIZE DESCRIPTION' SET M0. DETAILS REMNRKS DRAWN BY, CUCAMONGA AND DEMENS CREEK FLuSN D /\ 3 OkT 1d1c1'�'4 FLUSH WD.50�l0CARE 1 SEE A-2 �x1a�LuM. LouvEK G I METAL GHTE 2 ACE A-2 RECREATION - - CUCAMONGA/DEMENS CREEK , iC rO W xNnl v RESTROOM DETAILS . � Y1rtw4CfM j EF ` j - �► SHEET �' SUBMITTED BY: SPEC. NO. DAC A 09- _ y B _ Cif--�� /�"'� L C�� GRAPHIC A P H I C SCALES IN FEET 11 - 1 -011 I/2' + I Or --_ _ _ _ I lit • 1'-08' 30,I,-0• A �2, I 0 I 2 4 0 1/2 I r t 0 1/4 1/2 3/4 1 DRAWING N0. k DATE: DISTRICT FILE N0. 1xv C! SAFETY PAYS ci - - •,7U 5 OMRNMENT FOOTING OFFICE. i • VALUE ENGINEERING PAYS �� ►fir-..�-�- , -� f I 2Xv vim( G7�T: Cela � �I its, C� Z 5P''�`I� � � /•_ /4 -A-i', -- i I SEF5r c _ ' (a G - - 1 (A) L 4 D6v C-7777 l ---- II s I r_ __ _ ► - 716, PT N FA 5 � ' % �l �x� 2xG c:2 DpJ-v Vel/ GC. 4 ; E 1� ��tJ � t _ _ �� • r ll - - �>• Lit I. - .1 •_ j ;j t �Ai77 Q2' -rf-,,� �N�1 ✓ -�.sY/ �O��O F' IL n G " ► 3, � , �2_ ,� I>h�'' r 41 + I' � ►1 '!�s;' � Jf'{/ �! ��' �. I�4{ 1••-- .._�eG-JCS Jf".=_. //� N lr' LL M � • W D 3 EYP P yt.► 1 .� , -,I-�,► i �, ,_� �I o� - 74 4 Z ;uJ 1- W �.., w l✓ ZWZ I fr• Lr ,_ , -✓ CL � r - W 6 Z V W . I ~ 3 , O ZLL I �. � uj W M — 10 •, ' I� 5VIAIZA soo- 1qo) oopw 0 L4 I� -- - - - N. IN( t. AMC 1 � E� �i _ I Koot, it - . © �/ -T ,�b dam; ;_ I► I� _ N , ( 5.M ,o r ! aD� -f y A L% '► V ►,tx r.• � /�1''I I� __- ' �r�;(y�i �i; l I �I �� ' f �� /�If/�� I I �` 11 K& e1"1� . IZ 2X_ 1 2 (3��6, low Lc 41 G ?�7 4-x Vox C41 kQl I rol �el -4..11 � r � .5 I`�1 >=-Z..� Z � ; ;- ,� �) 3%}--u C,�% �P� �� o ' �` S�'P>' C� x'13, �� • 1 � ` p - ,� ' ►Xv D',f - Pa+�' a � �"� � :`,� 2x4 r� In- SYMBOL DESCRir'TIONS DATE APPROVAL 1.�"l"� REVISIONS D �yI2` LANDSCAPE Y Wle� . U. S. ARMY ENGINEER DISTRICT r �. I ✓✓ /J f I� cPl�"(� • • • + 'wMit O*MCTURE LOS ANGELES N emu ar u wo ► - """""" CORPS OF ENGINEERS E. NP - I�- F� P. t• DESIGNED BY. SANTA ANA RIVER BASIN,CALIFORNIA 2 , M CUCAMONCiA AND DEMENS CREEK SAN BERNARDINO AND RIVERSIDE COUNTIES /K& �r� DRAWN BY: • _ �, - Q _ __._ CUCAMONGA AND DEMENS CREEK NMf;ECREATION - CUCAMONGAMEMENS CREEK ti CK BY, _ - I xr �, plt:257RESTROOM DETAILS SUBMITTED BY: SHEET SPEC. NO. DAC A 09- �� B- • �1/ "► 1 Imo, .� - 4 _. _.___ _.-_--- I 11 r I II ...►-, DRAWING NO. s_ 1 ITMID -y— _4 DATE: DISTRICT FILE NO. PAYSSAFETYI 7U S GOVERNMENT PRINTING OFFICE 1980-781.154 F VALUE ENGINEERING PAYS �- or 1 _ _ - - ---- - i, TYP t,.1oLL P1,eiI4Fdfy_,It.l ro _-- DIAPNi��M P.t�t-I►-DAP`( t�JLIN �E �E t p1ct�F FP�W1I� pLAi•! , � •Zt-- •,_-- - _ . _------________.__--------•�-- ?�- (o� 7 �- - ;, , a. � ., �..� -� a 7j ° 0 2-c 10 hNAeaD W/I& d °i e4ME c7PALiNG G.�1��Q FOP` 2X CZ7 4 l -� DIAPNPll 13oUNUAPY NJ N LI IJO - i �}-; 04- x 3'-0' '• �� --,� tL 5ce I��F FPAMiil PLAQ w ( ► a- - _- .i 2� '_ 5, 4x4 v iG GMU 3• 2 x ro T5CohOl.{T 1) oL I D 4 x 0 411 l �rvEND E LIt14ED SEE bLt;v,. _eCTIO1 e,)CoI/4 i M T t.l 6) V4 tj I. M1 TAL DkTTE�4 PWr- 1.) IA ml 2 x 12 END 2x Co PLAT e- col.lT c�T i Ill dour o 34 w/ / A0 � D 2-) e+-IAi°ED 2 x 1 a F_AVes 151-I , 2.� 2 x ro Q- 2 4 'r P Pl-AT>r I _ r � � I• dors D EMDED �' -ryriV; YP 1 1- 1 1. IG TILI! F�t� 1�ATiv� ��'o�E vEt�ILEP� �. 2x<o �s1'y05 @ 16 O.G. - - - ¢� ¢x 8 i"AP'(EP� 1 SHAPED 2- X 10 �oL I D f3LIh. a METAL. HJT t� f6c &7)`-fit t:T tel_ � 1t INCj �+t 1 P 0� GM u �ol.I D C�PDI.IT F»w I�Jc►L L - _ , it = j 01 ILEI N F. „ - -----�� - -- - --- � - • lt P cGhtl X G PLATE 1 2 X� ,-( G pI'` O 2 -T C� SLK, 5ti�}'E� APRT T� ` CJ. ' 3/8'' PLYWO, �NeAT4jI ro '� �. GMu WA._L os itllD 2 x to M eLIl DE-7-41 IL G TyPiclle4L A� Lr ,�- I �;z% - 1I2 � = I '--o� -1 �Z � ;�'' = I '-o" _� �_ 1 I �2 '`- I'-D'' �-i � C� � �r211 � I '-•D" - 2 X41'= I'_a1t , !` 7 - 1 - ' .I II 1I I 11 � I � 21' �' �� 2� L)✓C�ND y1_4 TYFI�L c--sTAL I/4- _ rj/4 • 1 �'-o'' F-Icv-IDICAP A.LL i � '� J •� ; I �7 , ,--� }.SAT I V e Tof.le VeI E P Doc p f� 1�-►1 �C-� �� ( I = I i 2.j 1 - 12 GA Cay.Lv. TI E L , GvPE L - i - W/ EA. L�C� 1511 LON Co (3� { o.kt O TYP, iF iofx WALL w > __ P it�lrOP`�GiN�o �,EE =I'� MQUAL_�/ — , :;5'DE PL L4 GM �- @ 24-' t i 1� -----< I � F,L04- _. \�/ is I �4 LEGEND �� i -�" -- °I I --;. L.>✓C �1D ;\j �8 PLYwIP, cb�4EAT4� o w � Z • -- Y I W ---- ; _; 1:) ' PL wD• f`=D�T L1�o (Z` - ------- (` Lo�J0 W = 9j / WW1= Z SEE _ - - 2• # 5 Z� 1/Z1 4 LA& bol-T )C 41' �' 2 �I2 �aPEb � W c� I q-x4 x 1 GMu N (TorAL Cr- z� _ - 10 . . O M I T T f Z V W �, O SOLI P CUT _ dIl _, '� , 4 Z #'� TIES LLuj i o z 4 x 14IpG� ,M - u C5 ; ADD z -�� TICS LE �•1D P , �; > _ z z N '' a Q 24►I TYI? `� Y �� PI, i4 x 4 x112" W W 0 - T P 2 <lo Cv bIAPN�GM M� I. GM I NA LII�1C d Z- 4 � I _ - U - 1-4- x3 x 1/4 3 x I'- (�LV) tJt=�Y�Y i 1 10, �:Ay.1 GC1T GMU =;�=__: � '� -NP, PAA-4CL E.C�,NAILILI� �/�i��eF'l 4 8 I 5l ?-60 F- F p. 1 L1G PLAI-! b X fi'�AFT -, _ ''-¢ If. # x ►9 I F - _ 7. }tel. 1/4- xtx 1 _7 D1= ,1 eA. 51 FF �' 4 J W/ 4 - V4" 4pM6 iO� Tl'P MALL P iN1= 4 Go 0 4 M L4 ' I'S cc ,�,tY' j PL 1/4 x �i x '- It rC O 3 w'EA.�IDE GLP' ZYP - - -_ -'-� 1 r W/HOLE fi-, ' i - �/8" CP Ltl ' - I tor-T. 11/2'' FPOM EA. EMD I L \/A-rI ._..� F ICS L A t� ED I FI �--AL l�L.L_ �I TSF ISA L_., Vff-. 5 E T I . ) T - Y Y x/411 � �1_�li_ -- ,�,...� � %Z11 � 1 ISO 11 _` _--.__.--_ _ .�y21i� 11_�►1 5-) 2 �lyt1 - � hD1i �Jo ��A►-� - 21 M 1�1. DIA• '� -� - D L4 1r aproe i ��_ 1 " , 1 -,- - # 5 I - �"j 'a WALL F�1:ii�1=oP�GIf�C� TYP k _4 — — �� GM L� -Too L. do1lJ1 1-Y F-1 Lr' 2K&r PLAT �"T ►t� ;' r ' 60f"`O1-T i / SYMbOI DESCRI"IONS DATE AP ROVAI � PL. '/4 x�}-xiI-411 __ - _ . � ----- REVISIONS U. S. ARMY ENGINEER DISTRICT — -•� -,. - -- - .•� - gSl DE AT_ I I�T'EI'�lOP' LANCOCAM f`tAF"TrP``, UIQ S!h • • • ,,, LOS ANGELES 0QLY AZ- C-XTEI�IOP, .... CORPS OF ENGINEERS M_D F` -TEP P��-T`� 71DMCO*D BY, BANTA ANA RIVER BASiN.CAIiFORNtA CUCAMONGA AND DEMENS CREEK# tv+1, 47 Ill SAN BERNARDINO AND RIVERSIDE 4COUNTIE8 DRAWN Pi CUCAMONGA AND DEMENS CREEK . RECREATION CUCAMONGA/.DEMENS CREEK ' • cMECKED tY7 RESTROOM DETAILS SUBMITTED BY: SPEC. NO. DACA 09- _. r.; SHEET � T I G L✓ Ai�'1 � �" L �" �' G L i� 1 t� Com " ff DRAWING NO. s YO zo 1 ,-0 11 �� DATE: DISTRICT FILE N0. SAFETY PAYS • {_..: i.0 S OOVENNNIENi/(YNflN(i OfMGF t960-164.174 1 I IES+•' y: r ` VALUE ENGINEERING PAYS r tr - ;inn. • , / -—_.- - I . r_ 3 TPN U5_I��Ilei y 9 L)C^ -y 7T-U6 0!5 1 D F,4")1Z 14 PUMP WELL I , � � - i�D1r�0• t��P�DE� u � SHELTER FyI r I =� - .• / • . `+-�_ �� SHELTER i QC y Uh CIO�-� RESTROOM _ cc z a a W 2- --N LY--::) Z W Ow uj W O ZLLcc - J - r zzi �... . . . of W W / _. / / /� •. ---ZZ —'rI5� � GI�N��o �� C�1 P rto� _ I � ��rtG��P�►� DF NSI �I�R� flk 2--- fel- T �IC�►�10�.. - - --- - _ + x: i • C NG; RAJ L-- ff�F-HC � d _� 1� CP coNG, cu�E5 r �_ . --___ ---- • �° ^�C' .._ � P fZl� I C��N�I F'�� I� SIO-1� OT A to CUES _ (DICA • . . '! _ - pl. Jam_-= '- � ` ! „ 4„O QC1 80 AI G 4- Q6MMON � f 517q HEIGHT SPREADCALJPq COMMENTS 1 2 O 0 "' 0 d' 5 L,)6A �?Tvv'v %ol Cp3crN ` fie%-: 0 R E E S - -- PLANTING LEGENDS SYMBOLDESCRIPTIONS DATE APPROVAL REVISIONS SI 11JI �� UN� F� -r �� - �JF'� �I I l�J �'�' �P`� ► Qt�)2�IrjC' � �p� — �n_ �' ��N�� LAwwscnvE U. S. ARMY ENGINEER DISTRICT Z ' • • • ARCHrrEICTvRE LOS ANGELES smu Alm«am CORPS OF ENGINEERS •�' '�� I+�II C : , ; p --�I p TU — � � �� GIN{I I�'�C l�f'� C��P�U 2�'�jC ��I DESIGNED BY. SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA AND DEMENS CREEK, ' - CSM Pi'CU F� •T'1 � MIN N Q B O�'AN?0 I OO MMON NAMES SIZE' HEIGHT'' SPREAD COMMLNT3 i SAN BERNARD 1 N O AND R 1 V ER S 1 D .COUNTIES: p, E51PINNf�T> }" ICU'-12 ��"' 2' �Z-'� (�U�l - DRAWN &Y= CUCAMONGA AND •DEMENS CREEK td RECREATION � � K��V� SHRUBS o DEME NS -CREEK TT Cq- CHECKED 4Y1 N ! 561 L PARK LANDSCAPE PLAN � ,yGN Com- ��RN IPS �C�M � __ _..._ . � � • ( oRIN ��l q' SUBMITTED BY: SPEC. NO. DACA B SHEET 09- DRAWING N0. Ll If .`• ' DATE: DISTRICT FILE N0. ' SAFETYPAYS — — --' ,U S GOVERNMENT PRINTING OFFICE 1980-794-134 I I I VALUE ENGINEERING PAYS � �. amu- �� -� � �� ► �►� �� . • �; �� amu, !� ��a 1 I 1 t . i 00- w � O P � 2 z ` a cc +-t� I MG M I N 2 Qt- W h 1� I- 2W Q W Z 2WzLr 2u W0 z / aIx Q P Z Z = 2 WWF- �� //� o EXIST. BLOW-OFF w ! � � qF !6w 301 WIDE EASEMENT HELD BY THE COUNTY OF SAN BERNARDINOO0� MIZ _ --—__- j EXIST. 30" R.C.P Gv /ice i •- C GRAVEL _ -____--=�- s�/,S• \� 1500-D /� - --I-7 \ \ \ \ 130 PS.I. AT CHANNEL F �. CREEK, = — SFS \ \. i \ C� i/�/ P• / ' �r=rJ 1 4 _EXIST. E.P A.C. P V M T. /�/ � _ �- ' � _— _---- ---- \ \ �� n \'` �� \ GTS •,, r C PVO� \ /-, -r^ pyo IZUM UJI owe ( 7 Q \ \ \ \ \ OF C)►�' C \\ \ hO/ I \ \ SYMBOL DESCRIPTIONS DATE APPROVAL \\ \ � REVISIONS k \\ U. S. ARMY ENGINEER DISTRICT f PE RCNnCTTURE LOS ANGELES \ CORPS OF ENGINEER \\ DESIGNED BY: SANTA ANA RIVER BASINACALIFORNIA - CUCAMONGiA AND DEMENS CREEK, SAN BERNARDINO AND RIVERSIDE COUNTIES "- DRAWN BY: CUCAMONGA AND DEMENS CREEK S' , RECREATION CHECKED BY>t CUCAMOUGAMEMENS CREEK _ f DEMENS CREEK TRAIL REST LANDSCAPE PLAN SUBMITTED BY: SHEET SPEC. NO. DAC A 09- DRAWING NO. L2 DATE: DISTRICT FILE NO. • 1 SAFETY PAYS :U S GOVERNMENT PRINTING OFFICE 1980-791-134 R - VALUE . N. . INEEPIN�_E � G PAYS 5 10 71, u ATPTz4 � (�� C - r__0 Kik c.h IlkI — = owe- `` � � I N � MLN. ® ,� ,• - ,_... -ori r �. cP ' • . _ - -I:4 --$, I SII (l 'ter i � /• /�;; �� • w i; � ' /, �� v/�'�� N .J �IN. l..lrTt4. (D L I� I —� �, ��•�. �►' �I��/ ' � ^rte I . , r-� �w ' � ® Com. �1� sT�"�l P z� F_F;c�I va (D t ^s ~ w' Vr� /L ✓ 1 , 1— _ `'� -1• i y �� ` ' ECaENDs �,C - ,� I V`� 1 �/V'• V l VI/ /�� ✓ / �I . : �- ,� � �� , • �- ,� � '� � �c � �7 �,✓ I �� Iii(S� ►I 11 IALII �►' I D �' �. �- 2 wA'rr�sR d�IN -Odd nMIJ- crtr I'H ® P y• cJ��/-' �cJ�ii � � I I �.,11�+-� ® i�iNl�-�' C�R�� @ �R`EI� �t Co 3 rINI�bH 3Fi�D� �D•►.lp A�2G1-�, ,`, c 4 �►►�t�r.,Da�c �c14-K.L � qc," ®. �P MIx �Iz�. •�_�. ♦ �1►...Ii�.} �?�I7L�. � .��.�.�- �, ZI�r'1 �iA� -��-�_ T ��P JU f�Pil- �I {�' i -► I , el �h ��TAS _ � �. @ 6ru+ , sal. � I rt1 �I N� - A ��- L) -07� t�'rr'f-4� 't�1 L" 9 >�� T �I2- t �>zl i y i s _ N W 6o' eO Irl1!-D S`� + z �'�G��N1" �g � W _ o�io (z r b I Z W z ° o i W C� �U SOI V %ice W t ! zz = W W H I . `AN08CAP t IZUk/r o r r. 1 4L F ' 4 GF GNV�f 1 SYMBOL DESCR MONS DATE A"ROVAL REVISIONS U. S. ARMY FNGINEER DISTRICT e • i ARCHMLANmscA M LOS k4GELES I �....�. tIp K f1110M1w/ 4, CORPS OF ENGINEERS j DESIGNED by. ' SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA AND DEMENS CREEK$ SAN BERNARDINO AND RIVERSIDE COUNTIES I DRAWN BY: CUCAMONGA AND DEMENS CREEK RECREATION • CUCAMONGA/DEMENS CREEK PLANTING [DETAILS I I SUBMITTED BY: SPEC. NO. DAC A 09- �, B-= SHEET DRAWING N0. Y I L3 DATE' DISTRICT FILE N0. SAFETY PAYS _ ii S GOvF NMI Mr M�4UA.. .r r., iys�--7N •u � _... � . ._.... ., .... tea► I i r • VALUEENGINEERING PAYS ' N 1 X44 IN .f Y PUMP ' WELL IZ NN ,` w 11 y \ In , 1 �''" 4 All 4 s P co Allo G I" A7 4-4 M - " vG - Nr a t IN 14 174 IY414 40 15 / ,1 • ,i 00000� \ \ SHELTER "All SHELTER M ( \ / W set O \. „ ,\ / `^ - / II LLlooll l000l yk o — '`` - ~ RESTROOM 6 ly" 1 1 z AI 45uJ h E... Z W v L � WZ �k I 4 a Z (, LLI , r „ o \ v 0 Z uj W W 1— GRISWOLD 2306 24 STATION AU- N TOMATIC ky n 1 Z SPRINKLER CONTROLLER "A" TO BE WALL 'COUNTED WITHIN RESTROOM BUILDING FINAL <� LOCATION AND EXACT POSITIONING SHALL � �IN / BE APPROVED BY CONTRACTING OFFICER PRIOR T . CONTROL'WIRETCONDUIT NFROMROVIDE CAUTOMAT ' IN I 1 CONTROLLER TO OUTSIDE PLANTING AREA. 1� " f � N It / ♦ ' I0 � I/V ' p A2 n f rlot JYL47Z 4111 10 if14" It WillI,JnjN n " as 7 it { a�' IRRIGATION POINT OF CONNECTION - CONNECT -- _--`- — � - TO NEW 2" DOUBLE CHECK ASSEMBLY. REFER ST p► ,O�,rf� rr;"K�i?k,SITE UTILITIES PLAN Cu SHEET U-1 FOR ADDITIONAL INFORMATION. 1 EXISTING WATER PRESSURE: 60 P.S.I . SYSTEM DESIGN PRESSURE: 60 P.S. I. `� 108CAP PEAK IRRIGATION DEMAND: 45 G.P.M. �iiQ�o�►Q`�p 17U,y�► �'�o It Iu o a � it CON Mify 1 = 20' 20 0 s 20 f�F ` C� Z x.° '!►CMS Hlet Or E V, t• ' . . SYMBOL DESCRIPTIONS DATE APPROVAL w REVISIONS • U. S. ARMY ENGINEER DISTRICT LANDSCAPE • • • ARCHrrECTURE LOS ANGELES 7777 011, , N.woll"Nw meamem �'" CORPS OF ENGINEERS DESIGNED BY: SANTA ANA RIVER BASIN,CALIFORNIA CUCAMONGA b •' I ' S CREEK, SAN BER ARDINO ANDDRIVERSIIDE COUNTIES DRAWN BY: CUCAMONGA AND DEMENS CREEK RECREATION CUCAMONGA/DEMENS CREEK CHECKED BYI Il PARK IRRIGATION PLAN SUBMITTED BY: SHEET SPEC. NO. DAC A 09- _ B- r. ' DRAWING N0. 1 T' DATE: DISTRICT FILE N0. ,yC SAFETYPAYS T A U S GOVERNMENT PRINTING OFFICE 1960-761-131 VALUE ENGINEERING PAYS GENERAL IRRIGATION NOTES 1. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE w . INSTALLED SO THAT THE 'TOP OF THE SPRINKLER HEAD IS 1" ABOVE FINISH GRADE. I 2. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED SO THAT I Z�l THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDEWALK OR CURB. IN OPEN SEEDED LAWN AREAS SET TOP OF POP-UP TYPE SPRINKLER HEADS 3" ABOVE FINISH GRADE UNTIL LAWN IS ESTABLISHED. LOWERING OF ALL LAWN HEADS BY THE IRRIGATION CONTRACTOR SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4" ABOVE FINISH GRADE, SHALL BE ACCOMPLISHED WITHIN TEN (10) DAYS AFTER NOTIFICATION BY THE 4. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE s IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. X 5. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 6. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE j PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. r� 7. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS ' FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE IO SIBLE. FAVOIDD ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCH- �` .7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM i PERFORMANCE AND TO PREVENT OVERSPRAY ONTO -WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH • , AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 9. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE , AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 10. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 11. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS *; WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. '2. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE IRRIGATION POINT OF CONNECTION - CONNECT UNDER ALL PAVED AREAS. M TO NEW 1" GATE VALVE. REFER TO CONFLUENCE IRRI-TROL MCQ-DC-2 - 2 STATION BATTERY SITE UTILITIES PLAN •SHEET U-2 FOR ADDI- OPERATED AUTOMATIC SPRINKLER CONTROLLER LEGEND TIONAL INFORMATION. "B" TO BE MOUNTED WITHIN "LA MAX" MARK II EXISTING WATER PRESSURE: 40 P.S.I . VANDAL-RESISTANT CONTROLLER ENCLOSURE. SYSTEM DESIGN PRESSURE : 30 P.S.I . INSTALL ATMOSPHERIC VACUUM BREAKER BEHIND PEAK IRRIGATION DEMAND: 1 G.P.M. CONTROLLER ENCLOSURE . / Fl__ o MANUFACTURER MODEL N0. DESCRIPTION NOZZLE RADIUS G.P.M. P.S. I. PATTERN j RAINBIRD 21A-RC RUB. COV. ROTOR POP-UP 5/32" 36 FT. 4.4 40 FULL CIRCLE 27A-RC I 1 1 1 5/32" 36 4.4 40 PART N p�� j ,i 20-ADJ IMPACT SPRINKLER 5/32". 36 4.4 40 FULL ` ' 25-RJ 5/32" 36 4.4 40 PART W // • P3-PJ LA , 28 2.3 40 FULL C% / P3-PJ LA 28 2.3 40 PART 1804 4" POP-UP SPRAY HEAD 15H 15 1.9 30 HALF e . / 1804 15T 15 1.2 30 THIRD Z /ice 1804 15Q 15 0.9 30 QTR. / 1804 12F 12 2.6 30 FULL 4+ 1804 12H 12 '1.3 30 HALF W 2 - 1804 12T 12 0.9 30 THIRD Z yr. J p� 8 1804 12Q 12 0.7 30 QTR. T R < �- W - i m 1804 IOF-LA 10 1.6 30 FULL Z / n 1804 1OH-LA 10 0.8 30 HALF W v W -'^ EL 1804 LOQ-LA 10 0.4 30 QTR. �► w !,f / / ♦ 1806 6 POP-UP SPRAY HEAD 15H 12 1.5 20 HALF �' ZZW % �/ 12H 10 1.1 20 ♦ 1806 1 1 1 1 12Q 10 0.6 20 QTR. > a / u A-18 SHRUBBERY SPRAY 15H 12 1.5 20 HALF Z Z = �� i x cc � � _� A-18 12F 10 2.2 20 FULL A-18 12H 10 1.1 20 HALF 1 • A-18 8Q-FLT 8 0.8 20 QTR. 1806 0 .806 1 POP-UP STREAM SPRAY Y 22H-SS is 1.3 20 22Q-SS 18 0.7 20 QTR. - .� KORO 328-12-06 12" POP-UP RAIN PRO 06 35 4.0 40 HALF 324-12-06 1 1 1 1 06 35 2.0 40 QTR. .- 308-12-93 12" POP-UP STREAM ROTOR 93 28 2.2 40 HALF bc. 304-12-93 I I I 93 28 1.1 40 QTR. \ \� i 308-12-02 1 1 1 02 22 1.5 40 HALF � _ , \ • SALCO PCC-2 EMITTERS FOR TREES -- -- 1/30 20 DRIP PCC-05 EMITTER FOR SHRUBS -- -- 1/120 20 DRIP GRISWOLD 2306 AUTOMATIC SPRINKLER CONTROLLER WALL MOUNTED WITHIN RESTROOM BUILDING - Vo -! _ - 24 STATION C/' 2000 SERIES ELECTRIC CONTROL VALVE - SIZE NOTED ii i yLv �. �► - ` '"w��'" __, _ _�= -�- © 1RRI-TROL CQ-DC-2 TWO STATION BATTERY OPERATED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A "LA MAX" MARK II VANDAL-RESISTANT CONTROLLER ENCLOSURE rYDRO-RAIN 700 SERIES ELECTRIC EMITTER CONTROL VALVE WITH "EEMCO" #17CO240 D.C. LATCHING SOLENOID - 3/4" RAINBIRD 33D-LVC QUICK COUPLING VALVE WITH LOCKING VINYL COVER - 3/4" HAYWARD 72 BASKET STRAINER WITH BRONZE BODY AND 100 MESH MONEL SCREEN - 3/4" - 3 - ►� 'dIBCO '� 11 SERIES GATE VALVE LINE SIZE plk CHAMPION 262 ATMOSPHERIC VACUUM BREAKER - 3/4" CHAMPION 1-400-LK GARDEN VALVE FOR FLUSHING EMITTER SYSTEM - 1/2" , j - - - - _-_-.1 �� .---�" � � _� _�� ----'� � � -� ----- -"- --- �- �+�-- �_---� __ -_�"� - ��••� PRESSURE MAIN LINE PIPING - PVC CLASS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR �--,' SIZES 1-1/2" AND SMALLER - SIZE NOTED LATERAL LINE PIPING - PVC -i' � ,` � --�� ==rJ%IZE NOTED CONTROL WIRE SLEEVE UNDER PAVED AREA - PVC SCHEDULE 40 - SIZE NOTED ---- - r PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDEk PAVING - PVC SCHEDULE 40 - SIZE NOTED A I\ 44 - �� . � � a11 .,� ��^-jI� i i � l/_ �1 SYMBOL DESCRIPTIONS DATE APPROVAL REVISIONS ` LANDSCAPE U. S. ARMY ENGINEER DISTRICT r"ojo ARCHITECTURE LOS ANGELES 1#7 ft.\MO&A"MM '"""Aftk CORPS OF ENGINEERS m•l us+«a t DESIGNED BY: SANTA ANA RIVER BASIN.CALIFORNIA SAN BERNARDINO AND RIVERSIDE COUNTIES p P CUCAMONGA AND DEMENS CREEK, 1 DRAWN BY: CUCAMONGA AND DEMENS CREEK � rV M RECREATION `AN03C,�p CUCAMONGA/DEMENSCREEK ti F CHECKED BYE T IRRIGATION PLAN A 14 0. "''' c DEMENS CREEK TRAIL RES I IZU � ' SUBMITTED BY: SHEET SPEC. NO. DAC A 09- _3 B �-- � 12 OF c A�\Fo DATE: DISTRICT FILE N0. SAFETY PAYS __ 7U S GOVERNMENT PRINTING OFFICE 1980-781.131 VALUE ENGINEERING PAYS PUMP j WELL \ , 1p P G � axIe Tp t c, 5GE fbL E *aa'o4485 m- G N --- - - '00 ., E. ----_ I vG /` TYr' �� -5w"a rol.E -4Ile 2��Xo2rr3E F PI20VI DE OPE4� 71L kcH ` \ sc� CAp�t�, .p NI LL ElroX 0JT TO II�PAV�d E�4 (�. I a� �.. � o�TA) F�° � � sNe� E I. - � U.l� ate 15 SHELTER G rl+ M ��j I T NA LL m 47 PEE p 12'1 vel DE,�115A4 b I 6& TO M., / SHELTER r a � ___ = / _ (i��.1G.DE It`�I� P� �I� C��Ia, G�•. � 1701 RESTRO, M I /� GNoI (771�)ok °1�7- 821 w.. W / UW Q Z . � / �', 1_ ��"1-_ �' u OPe i ; _ _ r!. ' �\ / / ~ �l U G,O. ST 1 ,� I`c.O. b 4 z z I T ?I �L A W W M- tL AIL' A i _•fes' J� Z i 100 • � �'` �� f� E LIGE �� ; TYp of - _ VEST p '�� • J.T.S. r. . Y SYMBOL DESCRtRICM1S DATE A w' - REVISIONS U. S. ARMY ENGINEER DISTRICT LOS ANGELES CORPS OF ENGINEERS DESIGNED BY. SANTA ANA RIVER SASIN�CALIFORNIA CUCAMONGIA AND DEMENS CREEK. �� (C/ SAN BERNARDINO AND RIVERSIDE COUNTIES NORTH DRAWN BY: CUCAMONGA AND DEMENS CREEK RECREATION CUCAMONGA/DEMENS- CREEK O*CKEO BYE b,. ELECTRICAL PLAN - ^V COWLING ELECTRICAL ENGINEERS SUBMITTED BY: -- SHEET SPEC. NO. DAC A 09- B DRAWING N0. � Zv6o Mrw►r AVENUE.61MF DO*co6Tn MEfA.a V262e DATE: DISTRICT FILE N 0. yh SAFETY PAYS 7U 8 GOVEAIMENT PANTING OFFICE.1960-764.134 VALUE ENGINEERING PAYS Iry .2 f - - : • . • r r 1 !, s. "-mss , . � �� , � `� yp( M •r 7.• l r• I D _ e�h^ .. P '. •.. v'• 7. ' Ele , , w. E ,,, Fes_ • . y ,. ,. QOnBf�la C�MK 1811tt1 1. .. a, .. ... � j� .� .-e'+...A- - ,i. ti .••• . y . '.' ..; - '• ;._ r' F .. -. .. - .. fcY, df.'. t. '... '+"4'v < t'r'�' '.tF, <.•� .. ,,.,.ti«..•.6..7 r. :.,i •. ,, r - ti. - r :+ .:. •..:r "r • ?- - yore - � t' i 'e•° �M. ^.. a .••. pJ tai wrJE PIS Nutt II _ 1 , 1 .POLE MTD. LIGHT FIXTURR OU DETAIL . SHEET 8 2• —____ __ _– H.I.D. VANDAL RESISTAI,fT LIGH? .• C.I. Cover w/dolt .Gowns' ", •� ; -- • . a HALL MTD. B I. x C M r•1ow+.r+ME.yw• FIX • �� :w .' ,. - r- OVA t.�ttns t�aolt ' ii +4a. "r ..w..wR•R. Al.L I PROM 1) ay BPS LAMPOR PEA. tj BY ��N �-'` is � ��r �' I� fowl F� tj CEILING NTD. N.I.D. VAINDAL RESISTANT LIGHT b IXTU Y IC -9 00 OR APPROViD &A owan'cp - ILLS I lad. IDN F s MALL no. SO10 5 L W 4"o • • T sStvAl PROVIDE t�, soa. UPS CLEAR Lie. MALL MTD. KEYLESS PORCELAIN LAMPHOLDER NITH d. . � /�` t�E 01�� 1�i0 ' WiRas GVARD � 1-100w�. iNc. um. MouNT Ar .A. frIc . ' k "stMt Ptah cover w/ f. *y p1 CTION BOY M AT #14*A.F.F t Cj ■�J/1�1_ {.6A1 E W/ - r�• _ «,� ��,��_ .��+ f 1 TYPE I -•; •- '� .tl% `. , • N . ; ;.. r .,. � . � A'7 t __ •G ill- , 1 MWC oR �.RN� T i� '► � '�!�--1� ELECTRICAL CONDUIT RUN CONCEALED WHERE �,•": ,. T ._ ,. : _,�- ;. E. >si0 HASH MARKS INDICATE 1/2wC. 212 v. POSSISL E ..., '., <. v: /. ' :: -.r .. rt.' 1. .' .!,r. •. ... ,••,� i •, \. •; ' .. t � • � , . - � q � �''�� ,' '>'�HHN (DRY) TBWN MET 3 BASH AR 1 ~',x � .. - �' •3 X12, 3TC. -�� SCHEDULE 40 PVC, CONDUIT, 3/40 KIN. RUN Ti M a �W G *4,m MIN. BLOW GRADE FLEX COlINECTION TO EQUIP. , _ � � ` � �' ,, • NIP. WEATHERPROOF G ' A 1 I�1� .S. Bi FZ M PROVIDE FURNISH INSTALLED i cCM>IfBCTiD COMPLETE. a y l/` xa- t� G.o. 40�!Du T G�r�1 LY Veli h� ftl L.L -w �s 4.{/Y1 , ,•, u,p,M� �g&..LDa1 4��E _ ® Gdt�G� T �l,1LL lnl t� � '(` lee ' emwq *. � I ) W Q t b" r' 1.'_. ` KIR.. -♦. ~ .rR�I"' .� � � .. � .. s rpm Arr e�pca o4c.-Ma IAZ a r , Z Z Z W , W a • zVW O ZCC _ _ � wZ = LAG !�� e► rAN�� ° ' t W W M- � . Ve)L.lea- _� "tZLIHTIHO R a , i�u Qv Cir 17.!° 1 I"I A l I►a OnAke K l4 A E Ido, LSM LE D w e r A C � ` v ci_E t2.I( �t� /IGI✓. DI ��T �IJIrLI �L � � s•G, G, ► 1�>r (I� 31111, LL -SEG I oty ' 1 ry .r t ' I II G. • .. 17 Oil V� SYMIIOI DESCRIPTIONS DATE APPRO REVISIONS i il�II �. � U. S. ARMY ENGINEER DISTRICT LOS ANGELES L L060�� • , - L.L. L._ �� h( X 1.2�/D � J � � � W �,q k,� CORPS Of ENGINEERS I NSI: r, �Ja �� W ��GNIM 6Yi $CUCAMO GAI AND DEMENS CREEK*I� LQI�►ID ,&L 'i_�l W �2 ASM EK ' G' SAN BERNARDINO AND RIVERSIDE COUNTIES Q� 3 ca "i a� I '�o.G, • Csi �i„�li�.. Air t,,l t,,�► . ,1�,,f oRI,wN SYf C U C A MO N G A AND D EM EN$ CREEK �. :. RECREATION l'r1 I- � �Ifib' -�• CUCAMONGA/DEMENS CREEK EA I, `= /►i '( - �I`�-�l 1� G�OI ---- 0*CRE0 Vs ELECTRICAL DETAILS - Co W0.IWG EIECTW—AI ENGWEERS SUBMITTED BY: SPEC. NO. DAC A 09- S. SHEET G , N DRAWING NO. E--G no NNW �9fr, DATE: DISTRICT FILE N0. * � SAFETYPAYS ,A•U 601Kg11tlEyT/IltflilMG OFFICE.1980-7M-t