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Beryl & Lions Parks
.........................I I I I I I I I I ..........IlIIIIIIIIISIIIIIIIII ..........IIIISSIIiIlIIIllIIIIIIIISIIIlift IIIIIIIII ..I.......IISIIIIIC I ety of rancho cucamonga IIIIIIIIIIIIIIIIISIIIIIIIIIIIIIIIIold .............IIIIIranch Illrd. Iloma dr alta IIIIIIISIhi g h highland ay.la nd Idate ay. Itie IIISI19th st. r7 IIberyl Ipark ate revised X: Ilions IC IIISIpark IIbaseline ay. r e e n Is( dex II0 IIIIII > IL) T-I I161, E SE-1 2 ................. SE..................... I-3 Ifoothill blVd. SE I......... SE-4 I SE-5 lISE-6 IIIII ............II-2 IraOecrea o s's vs e s , inc . A-1 IIA IIII -3 A landscape architecture, recreation and environmental planning IISIIP-1 1230 n. jefferson, suite k anaheim, ca. 92807 714/632- 3650 P-2.......... IIL-I IIL-2-I SP IS -2 P IIE-1 IIIIIIIIIIIIIIIlIconsultani* s E-2 IE-3 IIIIIIISD-1 ICORREIA 00NSU1,TING (714) 842-5331 SD-2 I NC 1,UDED IN THESE CONSTRUCTION DOCUMENTS, AS DIRLCTED II'CIIN�ICAI,: DONN C. GILMORE & ASSOC. (71.4) 632--6830 IBY C I TY ARE PLANS AND SPECI III CAT] ONS i.,oR in., 5ET_YL_ P,&gk. . ......... CONSTRUCTION OF EAST BL'kyj, S�,,Wj,,R 3NI'ION: IANDSCAPE IRRIGArION DESIGN (818) 998-4054 TS THL D H 'ML I:MEN _I RRIC I M 1)ROV L IMPROVL NTS AM-'- BY AND S-2- DF-ZyL-ENGI NEERING (714) 549-9488 T T A K E' A N Y RESPONSIBIJA TY 15�'T'L- E-,V- 5E EP__ PL^N THIS PORTION OF THE CONTIA(Ilf S I -6410 CiV1.1': (714) 730 IIIIIIIIIIIISIapprovals II" I' `7 IIISIIIIIIIIR E V I S I 0 N S Q4. Q......... -LJC....... CITY OF RANGI 10 IAM014GA IIC L)t At 0411 y SLHV1k-;ES DEHAH(MENT: PA h K S L)j V j S I�-)j 4 60.............. SIIIVIIIET TITLE c" IIIAM"0410 IE SE ft AN$WE I*PRE PAMO SY: FOA PFWAFf LAI IIIIIIII11114160QGWIDLAA. iIIIcc"Pt WAI'l DMI IIII ............I ......V. ......I....I �7 VT DWG + 1 3 1 9 L ll........... I -4 IIIIIIISIIIII EAST FILE CORP. 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U) -� lo. z °') J QD i � A � , d l 1 � • • /lam` --•y��•{�� i ti LL•1 �y roV {� V X o <1 o 007 • s a 1 Q (J) ' • 4 CD'z - ( 1 , • S yJ ' x X �_ _ R ` : .. s y ( (J) c� <N 1•D Q� t kill Alt I p k>+ c - -- o beryl street D L _ L _ J Af i r F 4Y OF' 110 .. F -I i _ ....-_ R,.., aE.....Y..-!..S ..��. O- NIS — PARKS _.DiVISON CITE or£.: _Ct+ � existingconditions 9 recreation tion incorporated M landscape architecture, recreation, and environmental planning � � .-. y, F z_: gra-�••,. Arrna . ' t n�{s ��+� <� �.- rt {. f�f >,[ f 1230 n. Jefferson, suite k anshetm, ca. 92607 7141632-3650 ..�, .. - beryl � r� r� nc �� c�cr� n ��:--�-- _< _ _ or l •P t s, P ..". 5[ 7 'E. _ wr• ,.._ --_ _ �rt � ^• Tse. . ,` '^+"7"'',',^qn7'�,'•:,R7!'p+*•..:::-'_'�*7'e 7X ":�-o;•..n.. --x ;.r '.-.•.--n-.r.� ra-.-.-•+.rt+J*•-,_-•-r-•-,r•-.,-._-rw+n.^war.�.•, : 1�'�'�...y^'�¢' ape..Rw�+mow.•.+-..•eie•.:'.•:' '.�"9I•" .. ''1�"=-.'3.. 'aAr „Yn}'yw.-►.....vyr�•r•..w... ..,..._.-.....w.—.,....—.r,_,w._...`-_••.»..—.,., ....w..�.r._ ...✓r..:._.�_r_ �y,._...�1:' ... �—.,+1�•,+Yn..�. 4wN•'�!..,M•.M...'+.-..}•-i.r4..w .wr�..�:.-_. -. -_.. .-._ + ..._. .. .'..'�..•,--.�—._ �.+:Vit: Vii. � �..�1.I.Y�{'�2 S y J LINE 0 AD -r xe BASE s rYEST - 't �i�31= s - N k•. .. • C T a; i EX/S T, dLOG, y ' >«Fi l^ 1 1 � I f 1 Q • i; o g Z3y I ' u d w 0 11 11 U � e � 11 1' O g .0 Z 7 � 1 CV/ IC 5 11 it SALE !`•2r7 LL00 A ASPyAL_ T f' A SPK/NG AREA fl i�•' o �1 II ,� I \ � r wLLJ edCr A\ �: ,^� ao For .continuation see Northern Section Prop@nx) S W '1 \ tN� M f� ' -- -'--- -- 1 - i 1► \ , match-line .A. i.` 14 /000, In h ,l + `\N, l vee ' h �--- --- _ - --- _ ,, ---_ - II SOUTHERN SECTION PROPERTY ! de 1 1 �� 0.A4/� I TOP+/lTb,78- � �I• t /p/o roc�nd Alio s ' „�� ' C17V2 RANCHO CUCLJiVIONGQ Ns F2?(o D. Cf+'/S, O' ON SOlJTh' CURB RET,j SWC Z_101V ST. AMV QASEU"E.W- \� M4eK /2-io-,67 s,H ,1 0 1' /7 .asif+a_zasrrrs•.+s:�� I ,. ._. 1 hyo , E/�►�ST��`� 11 IS'9p 1 PREPARED By rl __ TOPOGRAPHIC MAP tY_ -0 >i >r x x z { x x x — Hackett & Kranzer, Inc. – ZS 1 -- rpatch-line A ��r. ' + ' surveying and engineering „ • _ �n>«Vdk� a, ...a.�' .��.�.�.ql,.,, LIONS PARK ow , i, '- ,- rural 595.2276 NORTHERNSECTION PROPERTY C/TY OF RANCf/O cCAMONGA (See Southern Section Properto 1 DRAWN erg DATE _ AR,4/L t ,,.-.i JJ ti.. ,.,L;+n:•. -. - .,-ee'!'",a.is•+ ,: ' �,r�...,�, , ,� ..• „� ••".^ ^'r.'.,_'w 'V.. .s-- s�r"• .� �'t .. `r,.,..•. .,. �_ ��m+s:?irlrll...<. � :. :.. °� .... ,�:, ,..• ,..,,. ... . ,. -.•Y ..... .:1.��`$,t.. ..,... . .��rs ✓ - _.... ,.. ...n'1 w'l.•�'...7. .. ��_ .�t6w M_- GRADING NOTES C to � GRADING LEGEND _�'�• r 1. THESE NO TS SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIE', SHALL BE DROUGHT TO I U /�i� -ry F ��,T� }0' C � THE ATTEN,'ION OF THE ARCHITECT/ENGINEER. OL " " +� �!�"'yt ' ` Fro:, O C�`�t '_�1�iV�-VvA`� APIA' - +�' to ELEVATION AT TOP OF THE WALL GlT`t Ur I�f�t•1(�t�D -�•I�tDtil(�. ��. 2. CONTRACT(j: MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS, AND SITE CONDITIONS 'EFORE STARTING WORK. 0 � a "r I`5 ARCHITECT."ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBL DEFICIENCIES. _ I ELEVATION AT FINISH SURFACE O r 3. ALL CONDITIONS NOTED AS EXISTING ARE BASED ON THE BEST INFORMATION CURRENTLY AVAILABLE AT THE TIME C ELEVATION AT FINISH GRADE OF PREPA RTION OF THESE DRAWINGS. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS BEFORE STARTING WORK. SHOULD CONDITIONS ARISE WHICH ARE DIFFERENT FROM THOSE SHOWN ON THE DRAWINGS, THE ARCHITECT/ENGINEERO E t---��% ELEVATION AT TOP OF CUR$ SHALL BE NOTIFED IMMEDIATELY AND ADDITIONAL DRAWINGS BASED ON MORE ACCURATE INFORMATION WILL BE O C ry PREPARED. •� O SLOPE 4, MAXIMUM SLOPE ON 8' WALKWAYS IS 5%. a' GP�.J�?IYwGC" G(I1R-I��t L �M42- fib, sJ '> �-- -`�-- DRAINAGE FLOW OF EARTH SWALE 5. GRADING WITHIN DRIP LINES OF TREES SHALL BE KEPT TO A MINIMUM. REALIGNMENT OF WALKWAYS WITHIN THE O �i C • DRIP LINES OF EXISTING TREES WILL BE DIRECTED BY THE LANDSCAPE ARCHITECT. Y' +I"YJ /V< d EXISTING CONTOUR 6. PICNIC SLABS SHALL BEI t SLOPE IN THE DIRECTION SHOWN. 10C o co NEW CONTOUR N C __ h O EXISTING TREE TO REN�A2N. PkvTiE�T cam 0 di IN PI.�E0.. 0 BOTTOMOF THE DITCH - � ` 'IDS FLOW LINE ELEVATION+ ID - o t k, IN INVERT ELEVATION o r:5 � ELEVATION AT TOP OF CATCH BASIN OO0) / / --~" ��) NP HIGH POINT / / J m m 'tt� 1"J Dlo I Lo U4.ZS a / /e' O / 00 Gj Axl litily v.l�•1-�- � ea o t � ��) ( CL L. m M existing to area / 9 p Y xssti ng walk =II ! ! 111 =Ills a / Illl _ /� 0 10 o � .O w �� I�� �,� _ � .. � � Com) � � _ � �G• �l� _ � o _ • 4-= � q r� ,444 (O� +_ __ _�•— ;/�" / I H\/ �c.'. _ �'L 17_ — 4 �c MCAT f�'C (�G�1 __— ►. ---- - h,�r Alm 1wR11.1pouu uw�wunuN � N exs gI o / P 75 �� - O ID's 2g -- ac0 — (�'� - o I i I 2•i' lo3•loG� 5C a / -- - - Z v �� Lm V + ZW LL } I existin• runningtrack I . J E � � Tom•�Z•87 � _ � F-2 "I3 i C/ (92,7'7 7lr (1 l 7 GJ I g = �itrV 71 -- -- o _.. - 2 / �mom _ O i� L µ1Z�ZU0 ZZom zo ,, X _„ 4C y �. .. p0<`. ��<� '.W � � /` �'% � � �� __-� fir' — `- 1 / .++� 1� � aYWOz W°Z� �� �< ��— ��� ��,� r� 4 � exis ive N� Z�Uw �,..0�- ZZ:G-Zc 5 000 \\ F .0 �� CC � f- ¢Y mZ p =Z>�Z -Z�W (i �tJ',� CT-, �h �l+ --�� 'v�i c.� C �, °l5 CL 0Oz=�O 000= Z r O W U W 21 L F��'f oNTv �FEe Tn fn�Z`Z �� W SZ'�M DKAI14 SH-TS. Yr W�ZN l.. Uo p—O 2= or�-ao a a� yjYO�VU w�>y WCCWU �A,11 f1(�!�� � n �Iv�SIJA ZCOUOW Opr °' f N—poZz SOW U • �W�-� m =zpo< s � '); "_30<vLLN2 Ut1d *(grounu �c;tVicc: IIIerC Zr �U, 7t1 ' RONALD F. PAIGE N�N� Wa noc� ' CQUJOU FREC W�ww� C W �W -. � a N0. 16.19 n y� date zp° W°W ~-WWW Ck KZWa��¢ W 1 - 800 0C- --Z ZWOZfi M' J Oa� O<<n w Date 025 X22 - g133 .Co N w"oNw tttt W wW UprAU �OZ(nm ZUmoa Z .. < � scale : �" — 2�,�Q�. nF CA1��v Sf'1e6t na m°,-o°�� SE �� aWZWp� WZC >�U —zWZG �, U'i=oo3< 3c°wzm IIVO %VORKING DAYS bttdll[ YOU DIG I GRADING LEGEND li 'E r� ELEVATION AT FINISH SURFACE Cu rn ELEVATION AT FINISH GRADE L ca ■ ELEVATION AT TOP OF CURB C existing �` g. IZ-Ft? ELEVATION AT TOP OF E 0 C 5•- ':-5f -STORM DRAIN STATION ♦ �, V i SLOPE 13-10 �... DRAINAGE FLOW OF EARTH SWALEco cc C o existi- f"�'-�`� � �Gu ¢' iz' 0 8' �' g' z o' �O ` EXISTING CONTOUR V, rn \ r 679) NEW CONTOUR E section PROJECT LIMIT LINE E \ EXISTING TREE TO REMAIN. Jr4 PW4Z-15 d j \ EXISTING TREE TO BE REMOVED d 1 O" '. NEW MANHOLE v Y IEXISTING MANHOLE TO BE RELOCATED O = NEW CATCH BASIN '}� U c cc CC o STORM DRAIN PIPE (PER S.D. PLAN 788-D) m �' CL L m V m Ci 'y C eh I section GRADING NOTES N X L �; .. 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY is DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. 1' I � 2. CONTRACTOR MIST CHECK ALL DIMENSIONS, FRAMING CCN'iDITIONS, AND SITE J CONDITIONS BEFORE STARTING WORK. ARCHITECT/ENGINEER SHALL BE NOTIFIED n, �� ■ IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. / ! ■ ALL AS ARE BASED ON THE . . ; 3. CURRENTLY AONSLNOTEDAT THE EXISTING OF PREPARATION OF THESESINFORMATION DRAWINGS. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS BEFORE STARTING WORK. SHOULD s ! r N �\ CONDITIONS AR SE WHICH ARE DIFFERENT FROM THOSE SHOWN ON THE DRAWINGS, THE ARCHITECT/ENGZIFER SHALL BE NOTIFED IMMEDIATELY AND ADDITIONAL DRAWINGS x , �'�• BASED ON MORE I i_C'URATE INFORMATION WILL BE PREPARED. 4. MAXIMUM SLOPE �`7 8' WALKWAYS IS St. .+, 5 ` ` � �'i �t' � � � ��`'• � existing parking ' 5. GRADING WITHII, DRIP LINES OF TREES SHALL BE KEPT TO A MINIMUM. REALI I } OF WALKWAYS WITHIN THE DRIP LINES OF EXISTING TREES WILL BE DIRECTED BY THE 3 I LANDSCAPE ARCH I T'EC+T. I l • ( I �` I CONSTRUCTION NOTES I ! � Y, x020 j �� , Ol CONSTRUCT W' iwZ5, i 114 �w 8 ' 7Z2 "' 2 CONSTRUCT JUNCTION STRUCTURE 11E511 PER CITY STD. ' ! ' 509, A = 90 B = 18" , C = ?'-u", E _ A"N" , L = 4011 . CONSTRUCT PRECAST Z4" X Z4" CATCH BASIN WITH -,'— i CONCRETE FLOOR t� Jr ,Y � ✓ 4O CONSTRUCT MANHOLE "A" PER CITY STD. 510 . ' O • CONTRACTOR MAY USE CONE, RINGS & FRAME FROM APPROVED EXISTING M.H. IF SALVAGABLE AND CONDITION A ,� �, IL �. V� 1 _ BY THE ENGINEER. LOCATION OF M.H. MAY VARY TO FIT G ,�f , EXISTING PIPE JOINTS. PLACE FRAME AND COVER ONE U I FOOT BELOW FINISH GRADE ELEVATION. ' ��� �� 1:�, • " ► G FRAME COVER RINGS AND CONE. ` ai .. � S REMOVE EXISTING u •� �, � CONSTRUCT 8" THICK CONCRETE COVER WITH #4 BARS @ u s 6" O/C BOTH WAYS. SALVAGE CONE RINGS AND FRAME �` •- ' 1�70.07� FOR REUSE IF CONDITION APPROVED BY THE ENGINEER. ` U 14 � qp L r7 -•�� � � L NOTE: INVERT ELEVATIONS SHOWN FOR EXISTING STORM DRAIN PER DRAWINGS 788-D. _ rt) 7&30 � � I�I�.11 �./r"t• � +� ���' � �r� -� � (1370. f u n r - _ x+ 377 r��t' 7D ��� ✓X� 73.75 9 1►�v q r-16✓ AW '"1�'(GN 4 >�• I (D la area. ti - ,4,o existing � :�• �K� � �,�° F9 f '� � a - ' -•-� '� �+�-� 74. 0 ' {�� '1� '`+ ��G� \ � �i 3 I r B� �`� W RONALD F. PAIGE 78.ZO t .. I ► 0. 1649 C3 \ * 3gnal re Lmr ! oYo�LL =zo¢ ! Nf' �G2� ^ Q A A 4 -lo' <i oz w-0 4 t�U:a�� �� z� W<)W DEW ¢v. i-zzl> 0 0 /y� y� - ._ _ scale: 1 LmZ;7,07,0 _ 00� t... �.. 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O P 0 z OQ Lit D I A D -, ' �+ z O I p y CU./?VE ISA 7.4 w Z p n c v 0 Z o It" O ua ova v '' ° I" z v oc on mA < 1. O > � -+ _ '+ - a; k 4 R T L _ n rn -4 It'` mi ° m '0 m ^ z n y O W b O 1 oo 15.od i` BE4PYL ST4PEET v - z n m _, c i a I w A M 03 23" 22.50' /9.93 32./O/ � - - _ o I o u z + * C o \z r 9 p I- 1 m c) < r %n r ; �' STA• P 00,00 (A ° N o ^ n o \j 4 � t BE'4PYL ST) 5X'NOA'T7NOF P(POLONGA7"iON Or RAwIIrR7 Y L/N,E E m t . N . ) I . . r / I " - I ,.r„ t(WA 1�+fl.v, -'p aV i.9i•RI^., iPl A I Ln (oncis CONSTRUCTION NOTES L,4 C P `�D�/A1. D� E.nlSTIt PVL L.. CL 0EXISTING 7jiEE - CONTRACTOR TO VERIFY LOCATION (TYPICAL). FOR DETAILS SEE DETAIL SECTION IN SPECIFICATIONS BOOKLET. •cc;- x 'nn r. 20 CONSTRUCT BATHROOM ADDITION AND SLAB. SEE 5t=T A-2. C CL � DETAIL 1 S 3� EXISTING TREE TO BE REMOVED (TYPICAL). Lm E C DETAIL SECTION IN SPECIFICATIONS BOOKLET O O ® CONSTRUCT GROUP SHADE SHELTER. SEEfr;'A-3. IT— L ' 5O BAR-B-QUE AND TRASH RECEPTACLE. SEE SHEET A-3. S 20/D O REMOVE EXISTING CONCRETE WALK AND SLAB AS SHOWN. ........................................................................................................................................................................................................................................................................................................................ C • •d • C O ^Y` O INSTALL BENCH AS SHOWN PER SPECIFICATION. 5r----T- 1 .7!P DTi�. -j-5Z D � I 1 • I cc a Ch "�I✓l.-LY�T� �XI`�'r►�11� � 1�1 .dE.� :>�tC•�✓ti-I • 24 t + Cv�+ 51 3(o+ Coo+ 2 , f --- - 5 9 INSTALL CATCH BASIN PER SPECIFICATION. SEE DETAIL 5-13 f p,�"(YP). --- - - __ _ 2s y l• cc _ • t 10 CONSTRUCT CONCRETE WALL. SEE DETAIL T- 1-71b • � r ; I %�.2?/t2 ;• • 1�� Gf�IVtE ll I ; L TENNIS COURTS. SEE DETAILS- T-1-T-15 • O ♦� -- - 25 12 2 CONSTRUCT �p •� I _� Q 0 13 Cor4l,011- bMPN.->r TkAt*t SEZ CJTY STb 90I :• Q j �, - `n i 14 EXISTING RALES TO BE REMOVED. • g! O ����• \ 27 • CONSTRUCT pW vE APvva&4 pm CITY STANDARD 305 0 ©6 EXISTING CONCRETE SLAB, SAWCUT AND REMOVE. • ' ® ■�� Z 325+ p • L 17 CONSTRUCT LIGHT POLE MOUNTING SLAB. SEE DETAIL S-?/D• C• 18 31W(.L&SIDED SIGN. AGENT WILL DIRECT THE LOCATION. 56W_ S_Wjp, .; - _ �'� ® SEE SE{T• P_1 o 15. 1.�I��+� j �1✓A � �., _.�_. m m 19 CONSTRUCT CONCRETE V-DITCH AT SLAB. SEE DETAIL S-18/D. 7 - " �•' "'"`"" ©0 CONSTRUCT NEW WALK. O /�j,,OV-; : w -)E1_= restroom r E C 34 2�1 EXISTING CURB TO_REMAIN IN PLACE. 35 •" r ® L-0 NS-r�L���-��rrNz- �E��I n s-1'�•'r�1 D,�2 D ��,. - - - _ • existing play area - �5 ► �A ��� �� existing walk G)�- ✓=ice ✓ GJ �'j�b i + ( :• Y I I" I - I J LP r�D Sc v E A Tn v- `o i,o : CO I 8' 3 !.,.; !� :Ila 0 g corl�t-r��r Go r� ,d.PP rzn I-r 2 0 �,/ 'J" �DUN'�AIf� I Ll PL,b.c E �� � 34 o 17 � �\ �� • _ 19 I N ST1�I--L_ ��p L LA 2175 `�E F D E TAI L GJ — � Tx IGS VA u �-�' 34 �o �E s = 0 � GONS � �T iJoG/-�.l,r ��P�=SStOr`J PEIZ �� IN PLI�E •taw oN, Dfz-lvE At'PK' o � o. LI TY STAN�AIz-17 .sig . � T�� - -- �` — M ENTZY 5'A.pP,� �� g 1 W O 3I GON�z�c-T rx,�,ar�5lvr� To i MTs .¢5' 8 n P i `�;: : (3 s � 1 � sE� D-7 �- S - �, ►SAX, ZQ' 0.lr. •' "` Zi ` I I I - 4 �_ - - - I 3 ZINC sl r► S _ existi � � - - .. . • � �� � �� QTY � f�A I t� �_7e_ v SP�,'S sT. z.�� 35�� I i ', �.c.'c 5 SS G Q o ¢ 11.15TP•LL Pjl K� z FE9- SPED'S SEL-r.; Z.7(o Cv�I7 i CJ gin : 1^ ` 40 I� IUB %� 10� Id ' 18 z a0 0 -- __ C�fNNINh 4 � A 14) Q a s LU 34 �propo ed tennis courts 20 I , U � al. _ 19 4 o : a ` 1Y/i '�' / — " ri^�I/TI�� ,I �✓' 11�/f �`— �� �•/• T'�� ` -/L-4 Uj 14 Z 5 III 'S1 Y 5 I �I w W I 12 } i e © o I � 22 �. 00 9 , • SEE CnL. T-3�D al l� iia existing running track �3 . _ 31 ;, s - rvcts . a � 32 Ixr oo' -- - - ---_. __ — ---- - ---- - - -- Ia 24 33 w . 19WoYo.-w • ' � Z¢z<° BOZO Q `� O I �— o< <w ^ • �EMoVE SEP+ AGS _ L U • ; ¢awzv z=z� X X X X /� X X X GONG. w/�+-►� �` s. � ;` ii �rjaaUwp ���" jCl / +1�T� ■ r ■ W-�c�w OZW_ '` exi ivet zZ=aw_ oozo gg 1.) V' E 5E L='> tU�Z Z�Zw>� U�Eo �,I, 30 � m z "Z W� W G LIT �-N7�t 6, R� PATH N G Fes. ^ A `. <�-mz� <xo �w azZQviz 000= �TK� I7K1� 1 J- r ww U w DOZ��O D �cfJ r C Z O WoZWNy v w ►�Y��-+-�-r1�N ru=- ��v� � A I� e U"La ���m �.�TE,{Z I���'1"AL► Tly� �)I�f� i Ww��_.n �ANDSCAp pOC�cz ¢<¢, Vj>03W0 w¢>� �� , • 4A1. `r wwwow� <°_< I�j CF�r�i U�� I Tcj---a c�-C�_4: 47 I,.i�-,t au.�,► Its; � Lk*T ...• o a`- mf W<W o s; CiTI�i 'T n�' �By - '7J1>CAG�"0� �GOUw� wmwp_ � NToo°, N000c i7 �c t=o�`�- il�i� +�•� .PTI� C� L, oN7 ' C� a RONALD F. PAIGE �V 1 �, ' v< "Tr.i�'>� ( 7tR-T�j ( C ���✓✓ �J-I "� l�►.1►� �Ei Ai 'l°� +T 1.0 1 Gas �-•OU < 3: zow r <Q��OU� ZZ .r Em-wz�o m m3z Signa " WwGN.-yU wain SOU — ty`e oNo� o� Date 4th ♦ Z�UZw W �CW�—�' l ♦ H «w«�� date � ¢wwo wC�Nw WwO � Up�U pzv,m � ,:':i I O r w w S< O O< i (/�� �y, , p mz�,,,Wwz oa<m�, • •tt �O, \/'t r. 3`''�.�ifleet tRl► i <w^OOJ`c SCO' Oscale _ I: WZ�w>rU ~zwzc: SE - 531, Y 'r CONSTRUCTION NOTESQj Cz _cc ! INSTALL PICNIC TABLE W/B-B-Q ON CONCRETE PAD. F-,TA.l22� t� �+ \/r-Ka F Y F I F_l V l•0,cA-T ark sign location p2 CONSTRUCT HARDCOURT. DETAILS S-12/D. e; existingbid U � ®` �- +' O3 CONSTRUCT SIDEWALK. DETAIL S-1/D. d 4r '- L.. E O CONSTRUCT EXPANSION JOINT. DETAII. S-2/D. C 0 O 5 INSTALL PICNIC TABLE. DETAIL S-11 D• t: > 0�/�t� C7 F I�1 I r-I 6--, ���' c • ¢� 6O INSTAL, DRINKING FOUNTAIN AND SUMP. DETAIL S-9/1). 'YG LA r,4 E Z_-2j+T_ '�-2P-Z- W6.1 R0 CONSTRUCT LIGHT POLE MOUNTING SLAB. DETAIL S-7/D• j _ C c .................................................................................................................................... _ �. _ GC►JL 1, V� 04 ��` C StIN CONSTRUCT TENNIS COURTS. DETAIL T-1, T-15/D. a ( 9 ) CONSTRUCT MOW STRIP. DETAIL S-6/1). ANNUP,L`� A 5 10 CONSTRUCT CONCRETE SWALE. DETAIL 5-14/D. E ��F- � V F- f I1 CONSTRUCT DOUBLE-SIDED ENTRY SIGN. DETAIL S-15,S-16/D. C O i a 12 CONSTRUCT TRASH RECEPTACLE. PER SPECS (TYPICAL). C#', m ". L GvN1jF��-Tn� 13 INSTALL WOOD BENCH PER SPECS (TYPICAL). y��-r 37 lf�T V se C --- ���Fcs�IzY� Y FRDr✓? 14 INSTALL PRECAST 24" X 24" CATCH BASIN. DETAIL S-13/D. m o �Xi - GUS�"D wN -T-o rertF-5,4-T; } 1,4 - �� _ C cc CL r �. �,, STI� M�w SZ'� � �, �-- �•: tic, �;�, �� �, ��;f.�(�• � � n_ I Cj Le 20 OCY- O . •- � � �p� , Z Gor15-TP.a1��"- �p�� 7a�r p�"Ti�l t— S-3/D 3 L, 7(0 ;23 i rA L I �o_I T €���H . 5 - prrL T�,� � LIMI r _ r f dye z•�� 1 existing parking I L�-�PI�.�-) 0Z4- 6 g p g 11'�•1, . 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W� ' • , cc �Ww WpO16 N¢v SON U-'K �LL=�ZZ am 11 17 .r to 0Z< µa¢amOw J t�Y� ♦ • , I ,y pO0rLLZ J� v <Xo�om moos s — 18 N _ LL h OZo p<UVZ< ZQON'� I ! }t •fir. F< 00 OLL VuLLULLN L' �¢Ny ZUO QmW�• • O � Lv. yU-J'GN�5U a"ya�3¢� =4�v� ZO�=W0w �QW�w 17 <ZW<ZV�C =W" date h<fOZ•-(71u O71LYO - _ 19 � 0 oS WN�so sheet r10. <rWLL O v 0 GCC �ww COw ��YYWw' WU �OZfnm yzGv.0 Or-<Z !. ZUmO< �WoQo' 4 iOC' �J -- ��— SE6 rtU Y* r .. i" AM ' � legend legend 5 in o t � r -4 1 A-II i, N � tl 1 4 5-.4- t it { �� II 1 I - 1 4 q - � 4 N i _ CcCL FIX a JZ 6,S IIIA U._ I -4 Lo 41N � p N1� �v GoI�• .K- I�D�l,1.. CL fE441 STI ISG kA Lcv- `fi`(P. Tyr- naVR s.r. E � L . v a , notes �► �° �. � - . - � cocb cc \ " N �� t I► �� - Cob 1 . SAWCUT AND REMOVE CONCRETE BLOCK ) I o g -92 — I �✓ '�' '� TP 1"0l l P� P�F� D►�P �i2 .� _ --?` o 0 WALLS AS SHOWN ON PLAN, /L �� �. cts Fot; TP•I E 2 . SAWCUT AND REMOVE CONCRETE FLOOR �- /� —�� A h�E�� I R � (� SLAB AND WALKWAYS AS NECESSARY TO wall nl,N1'1ers detail fey _y , - GLCR�NGE%"1YP. L a CONSTRUCT NEW WALLS PILASTERS AND - -- Ir --7 FOOTINGS. TYP. I R d ih 1� ve7A I L. � + 2 I �iT10 I rJ �P�:cl e%IG,�TIoNS 3 ; o 2 " 3 . REMOVE EXISTING ROOF STRUCTURE 12 b O THROUGHOUT. 2 i FD a d a> THR ., SAWCUT TOP OF BLOCK WALLS LEVEL AT 8 ' -0" ABOVE FINISHED FLOOR. TYP. - — _ ,�Z} ,�p Rd�CiE �: • c P 4 PLACES — - - d t7�TA I L `� 'T 'k- _ R o I LSA TP 5. ca REMOVE EXISTING DOOR AND FRAME. ` `•/ / I k, notes �,00 A - o O TYP. 2 PLACES. I T`f(� (p I _�, D `t� a t CE , _ J 1. 3" X 4" X7'-Z- STL• ANGLE WITH CUTOUT TO RECEIVE DEADBOLT 5 'O UK. 6. RELOCATE EXISTING PLUME,ING — — I Ti P l I O FROM GATE. BOLT 4" LEG TO WALL AT 18" O.C. LOCATE AFTER _ O = _� cSi GATE IS INSTALLED TO INSURE PROPER OPERATION. ALLOWS Fjj , FIXTURES AS SHOWN. REROUTE I ( `� 1 , J4' `=.J LOCKING OF GATE IN OPEN POSITION TYP. 2 PLACES. GATES SHALL FPC' N ®FD � � PLUMBING AND SEWER LINES AS \�� II _ r, I REMAIN LOCKED IN OPEN POSITION DURING OPERATING HOURS. \} /A NECESSARY. PATCH SOLID ALL HOLES _ - :V " b IN EXISTING BLOCK WALLS TO MATCH I 1 — = I I Q I 2• MOUNT ELECTRIC HAND DRYER BLOWER UNIT IN CHECK OUT ROOM TYP. _ 121t� +i _ ass ; ADJACENT BLOCK SURFACE. I 3. TYP. sLocK WALL 6 X 8 X 16 PRECISION FACE CONC. BU. TYP. I q I U.N.O. RUNNING BOND, GROUT SOLID ONLY CELLS WITH REINF., ALS. J' o7. RELOCATE EXISTING ELECTRIC PANEL ` LINTELS AND 24" EACH SIDE OF OPENINGS. �r -� _ y CD I I GtiTALL. P rP c � o.u. AND METER, AND REROUTE ELECTRICAL REINFORCING: #4 VERTS AT 24" O.C. (2) #4 HORz. AT 48" O.C. CONDUIT AS NECESSARY. I I FOR REINF. AT CORNERS AND OPENINGS SEE _ 4-4 �r I S. REMOVE EXISTING LIGHT FIXTURES AND {' ;o,�+: s FOR STRUCTURAL NOTES SEE DETh{LS D D d` o �,-1 T� a-4 ►►� tee. �G� •!3 - I i I REROUTE ELECTRICAL CONDUIT TO NEW - 1.l�+ 1 -•�,/p LIGHT FIXTURES. SEE ELECTRICAL 4. FLOOR DRAINS AND SINKS PER FOUNDATION AND PLUMBING PLANS. I� ( 11 1 G PLAN FOR FIXTURE TYPE AND 5. WOOD STORAGE SHELVING SEE Ak t{ _ ' LOCATION. I nd t i_ ►J t PKI(�- D T�� A,PJ AG�IT To I-X I's"�f ►� (� �I �' i D� 1 5 x . ���GJT I��i''141/� XI� s O , coll� `aL1��. �oNTIZPGrnK To IN �(,�i.t_ �a,r; ��►.)co�Z D� fZooF, '`� z„ Q T' �t ���n E i2 � Pv�c co�Gu 1�`� �'U I.l. WIRE To�oN t.15G�'�i��R To�o►�T CDG- �L�• Y �� Hour RELOCATED ELECTRICAL PA tv; METER ENCLOSURE. 4 � i dd 1 x / !I 1 i it W � ��Ah`I' ® WAuMoUt�T' F�R� ExTNGU►SN�R g to -g +4 to -g '8 �F- mss. cc Ap ZI `� M restroom demolition plan restroom f loor plan �. 2�'-glt Yz � legend legend > . -411 -—y+ _ ^I �'� H ✓� tom/ �' Tl ti�'+� " i ��-�t } "4 �1-�.�1 �,,�, �,,,z ( /�► Si �, G� 1 1 1 i i i` l z Ile � He� �lt�K eta U.- � �vT'rtG� T�,P �-� T � ' "� co I� Bi,� - w�.�L ► ' .i3 notes O1 . 3 1/2" CONCRETE SLAB WITH 6X6 10-10 WWM AT CENTER OF SLAB OVER + I P� �� - �' /� ` A• I 2" OF SAND OVER COMPACTED EARTH. SLOPE FLOOR SLAB 2 — o rJ t' L-A�! IZ 12 C +► �. 3Q. FOR REINFORCING AT CORNERS, A-11 '�,` + a "�'`�� INTERSECTIONS AND OPENINGS OF MASONRY WALLS AND FOOTINGS SEE d o ty TYP. _ 4. CONTINUOUS EXPANSION JOINT AT EDGE O OF P IMETER WALL AND FLOOR SLAB. SEE h ' - TYP I BIZ [?;2A I f,j TYP, 5 ��-U M&'� , ► + ' N - r 'OxOrt ZZ02 ! �• 1 V Zsz<O BOZO z�cz:u -•z`n. Tyr i. ��G= awowe o , P , E 52 52 — r<=G I _•.,,. ,1 ...w"+:k d J M• ya. < ,. zWyr G .. - Wim_.67 U"�z ¢<¢� d y O _ o a� ® �� Lo��.. WAIL T A� i� �L Yjy� ..-V W¢> < s >o J �X INTI ��( Tom• �I� W� �`" rk, oWWLLwJ = Z< 1 R _ rA- APt�) bDIr1oil �►��� cou�� -r.'o N rot i I z �e5� - f �X► T} ��r �l,cs�1� W�.I.irS To I r,l�a o oaa> '�'� +aas Wo If I ' t� I( I� � � ,��Y �� �I�oWN oN P ��•� bb O (�2te _ sr 8 t o P� ► 4 8 � I h<m Lrci . O> y y VV n If 12A- Q s 4r a %� I sheet na � I FF I I J r �� restroo nn wall hlei ;ht -plan lan ►-°' u . 00�� � estrooni foundation plan , �- L o ' w, EI �LEACORP. WMME. CA EFH CdRPS30 JBEIf YL 4 L1ow1 /e—fo �YU88S E�2uiP���rr THE AKMr DRAWN" AND S4ECIPTCATTONS AND IDEAS.DESIGNS AMO ARRANGEMENTS REP1RE- F =SENTEO THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RECREATION SYSTLMS.INC AND NO PART IHEFEUFSHAH BECOPiED.DISCIOSE1)70OTHEkSORUSED INCONNECTIONWITH ANYWORK OR PROJECT OTHEk THAN THE SPECIFiC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVEtOPED WITHOUT THE WRIIIEN CONSENT OF RECREATION SYSTEMS, INC VISUAL CONTACT WIT I'I THESE DRAWINGS OR SPECIFICATIONS SHALL CONSIIIUTE CONCLUSIVE EVIDENCE OF ACCEIMANCE OF THESE RESTHIC1I0NS WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION. CONIRAC10R',SHA.LI VERIFY AND BE RESPONSIBLE FOR,VkLL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MIST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CON D11iONS SHOWN BY THESE DRAWINGS SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPkOVAL BEFORE PROCEEDING VVITH FABRCATION. 77 0 s She- --� �. --,� O FEIR � � ➢' N p �'� C- .. to `d =� �- -� to Q 06 IN � T not -� cD room Q � ➢4 O �l.U - L-AH 5M. �`�� —its � I � � �� �j ICU - l.�•t�t �S M i. -- AN _ _ _ .1 Gomm . _ ---, ..E.. II z I � E � � ------------ o I S � ax All N x _ I 4% I 2x I60 �� I� A s�•I T_ _ - _ � - C~ _ 4A t-U - L-A tM 5M 1— A LSM — ,H , Non � Q NonTH T <> T_ 0-3 �D H p6�� � pot T`\n {A < m m -�. dpi 2� CD rn � n ;, H En n H O i I I I n to z y o rot, MM� N H [� wQ� x � S a 0% r" p g zrij O li ;n i � -® Q I I v E cx — Cr N\Z 77 IQ _ t`) O I � Ti -� Z-17- �-4 T w� _tis p - � � T p 40 2 N � A 1' , I I Q , -- 4 -4- —Ar I a , v ---- r 71 7-X_ T _ Q � — y � � i+ wvw-777:7-,17-W - 'ars - d; e - - - - - .,-. a _r_. ,. -. ,,.. _s ..��-.• a-y ti., `:� ".,F.-. vx- _ ...... ........... .".-... ... _ -_ _ _. ..- _ .,-.. �,: _ - ,.: - . - � R E V 1 S I U N S roe trt.vs!o+<. C,11 Y OF HAN01 IO C CCA MONGA _ _. __ f • COf�1MUNItY SERVICES[ PARIMENT: PAFiK5 DIVISION drE ClE nrrrr+ �0NID .«ria a+E • fr min . plans 1 elevations .R��r�..g ._ - _ R« r - _ � c reation systems incorporated lk,�� SHE,TiIt1 Eo— landscape architecture, recreation and environmental planning Nr j X o - _ 1230 n. Jefferson, suite k anshel , ca. 92807 714/632-3650 t ��� .&�1�� ►�+t'+t�"q Mt! } T1IESEPlAt+SwfREPREPMEOEY, iC1R►Ee!,•eTltISE n�F b ryl park rancho cu am n a �,� OF yrt_. -. t .•tu • t I \-,av _ rx .,_. .. -z..-..._77. em, -. 4;- /�,,) a i-J? 6EF'<MRK*'MS ENLF'tE K.1e_ R /Rf - - � /E o t 0 ,� 13 19 L 1 i 6ST FILE CORP. IRVINE, CA EFH 30 ,�E�YL � Lion► io-!e AGMs "&1Pxngr THE ADOVE DRAB AND SPEC MCAMNS AND WAS,IRST3 AND A0RA"FMFNT8 RFPRE• I SENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RECREATION SYSTEMS,INCAND NO PART THEREOF SHALL OF COPIED,DISCL OSED TO 01 HERS OR USED IN CONNECTION Y111 ANY WORK OR PROJEC) OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RECREATION SYSTEMS, INC VISUAL CONTACT WITH THE SF DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION. CONTRACTORS SI{ALL VERIFY AND BE RESPONSIBLE FOR,ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONL'1LONSSHOWN BYTHESE DRAWtNGS SHOP DETAILS MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION -77- AN �- --� o- �C Ax - _ 1,U - L-A M B M , --� (� �T_ _ 4. I 0 �NNW IS Now III ,� ---- I Nz I.U- l A ►� 6m, EpsomC3 - . Ax (10 -�-� > TP \ S � 1 �� �- _ I I ( I1I I i 8 Z -o 7% _ CO3Z- tax > �` (1 M II T <_K \sizs c� N � ONION ON* _ 41� sommmon ismone Simi o = I I I n SON LOW li I ' . II I 1 r* O o 59 I - , N .� I � 21.0, 2►o , I • . (D "t V) i O I . Is t 1 I , � A\ I I o� I C- ( c � I EU3� ��' I . ',� � 3 77- I a — : I I y rF CAI Ln 1' 4 01 H H H r I I I x i _ b 10 U1 H <7 -- Y H — y m En 11 I II I II i 11 w 8 " �. _�- -o , all ,�. �_a -4 yg\8) Ni id. s 6 © � 1 -- _ - -n x. . v�4 c;i Y aF r3n rvc�t icy rt�c,�er�c�r�c,A REV S S _.,. • ■ ylE OEN A=-ICr( A►rY.��E6 •xtuL Ytf � .•"`��'_.> � incorporate.- =r icnic shelter lans CCIkkilf IIY SEFIVIGES DEPARIMENI: YP.FtKS DIVISIC?tJ > _ _ 11ktn � � - reation � stems group p plans ►R-1KCIkU�E wryk tt cR /w : tRlriC �Y .< _, : ...h.-.:.._ ;..._. �- ..:.s..,,_: ,...:.: -'. :_ .. .;•. .._°,..... __:_,_,-_-, � ...., .._kms. .....� ,.- s-,:.. .dET 11iFI - �wrd c..ct, _ landscape architecture, recreation and environmental planning C KANSMERE►R_E,PAP_E_L_._Y 1230 n. Jefferson,o ' suite k anahel ca. 92807 714/632-3650 .t,. Nilberyl park rancho cccsmonc – Ir et OF F_ J n 41-4S\ t17 -- ..n- - - 7771P OIL s 7 " �t hAaf 01MvlTA4 M1 K D W G 13 19 L i EAS► RLE CORP. IRVINE, CA FFM 30 UR YL "L ioNJ ��S EQc�•�i�rFivr c ANT C ':"'*Itt P'114 I D r P,.!7 �•,e- A'` z,.-: i, - I r: Fi c i t.O f t, i:, $ t�±j 1C-Ct t i.f C>f:.L) ,..-C'Yi r t Ar V i it, 0 111It,L %C is F't lFaG1 1 k,"r. 1r lk61e E` t F! `A AW! - Cy F W T! If IF Y- Iit ChiNi 0' fiE h •' Sr•_L IN YF t; C off. _ :A.a] , Ftc. fli-k1i.•r.S- 5< .t C•;•tf+? _F C.O tU`�.t FORy; F A W,:'s OF 1H. FF rA it C Ci F" r 4s' OF,I tit' OF ;oS Sf!$,Lt HAVE PRF'CEUEfdv£OVER S,,-.At F4i OlA'FKS!ON_ CX•.t�." i E -".�1 V€ fr f..:}',E,� KE ry:'iR'..F FOK A.t..[t w,• frF' kt C,CO,.";1ivt:`,ON Af It "OFf iCt A`;f I Elf,, tiCllfiC,r OF ANY WiF ?IICt,S FK-)M IME AND C �r..�.jc r ,J•d# Et 1t,1 tAfi!AVos l 6E$_}C'�'n 1101L)ffil$OF f;C-} FOR A€ , 'k<,'. F .!F'._ FW ft V..itiTFA Al f!!r. y. T s _ 77 c c -a p T INC- o .. ^ D V.-,./ mUk r- c -v I ) 03 I ' Z p �p CDh `=- - ► O _ - e 7 ® ' 0 0 e r - - � z 79 =a o r 1 Q � z d •� v�-t � � -tea �' \ JIF -41 — T, 4 I . ' � � N - 1 c m wo f m — r P� � F I o -� _- _ n i 8 Z_ - ,� Z , �- T: c -� �z . o� n_ z� �cT m 1 � 1 ►______i_ `_..___ � _ ill G C�� ! I o < ! t .� n z ro Z IIA ILI [- a - " 5 1 4 - 77- 711 _- _ • v„ -c <-...>' _. -...,.-.c �}._..t._.'dtiv.#.;rte»._ " _� a ,. r � .:. .l � ,.� _'<� _ - .a, - _q.,• s .z! - - i _ - -' z tigt '= C,.f ! Y CSF' fit WC,'f IC) � � ) `A �,�.Y � � ► _ . . CE C �,I�I( i � =v; ( ► 1 �{ �'L� ' �"�'� 1 I f�i CC .1 t,1 ►tJ,tY SEf:VIC;E • Cif 6kf,7�1ENT P�f.}.5 UIVISICiP! fr r f F � < {t r i reg sty ion se orated sem; s - - 'h landscape architecture ark and unvir®nmental g -. s? N TtfESfft AN S Yi£P.E iP„PA>�tit?Ei. 5fik<a:E s T - 7 .;. �`" -. _rarwho cal _ - �x OF i ,.., . , _. .. ... i' ... .' ,. ,. .. - .h. , ,. ,,..' .-rw - '� a. ., v, -. ,,. .. r .r..t:`.'":•„-+w--. �... +rr«_ _ .,.,..,qr,...p.•.,... ..rAr+t+"':-c'-.' _ ., .. :++c ..a — ,GENERAL NOTES MATERIAL -SCHEDULE 1. THE PLUMBING SYSTEM DESIGN. INSTAL-ATION' AND MATERIALS SHALL COLD WATER PIPE BELOW GRADE AND DOWNSTREAM OF BUILDING S.O.V. cc � CONFORM TO THE 1985 EDITION OF THE UNIFORM PLUMBING CODE TYPE 'K' COPPER WITH WROUGHT COPPER FITTING AND COLD WATER. Lm CL ( IAPMU) AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. ASOVE GRADE. TYPE L COPPER WITH WROUGHT COPPER FITTINGS. -- ",: 2. PLUMBING QUALITY AND WEIGHTS OF MATERIALS. ALTERNATE METHODS SEWER AND VENT PIPE - BELOW AND ABOVE GRADE SERVICE WEIGHT CAST ; �. c L.. O . s< OF CONSTRUCTION SHALL CONFORM TO CHAPTER 2 OF THE 1985 UAI 1 FORM IRON SOIL P t PE AND F I TT 1 NGS TO 5'00 OUTS,DE.� BUILDING. y° PLUMBING COOS. • (I�LESS) SEWER PIPE • BELOW GRADE FROM 5'0' OUTSIOE THE BUILDING o E EXTRA STRENGTH VITRIFIED CLAY PIPE AND FITTINGS. c 3. CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON THESE DRAWINGS O V AND SPECt.FiCAT10N5 WITH ALL DISCIPLINES AND TRADES PRIOR TO SUBMITTAL OF 810 AND INSTALLATION OF SYSTEM. .� A. ALL PLUMING FIXTURE LOCATIONS (WATER CLOSETS. LAVATORIES „a ETC. ) ARE DIAGRAMMATIC AND CONTRACTOR SHALL REFER TO ARCHITECTURAL ORAWtt11G5 FOR EXACT LOCATIONS. 3 ALL CLEANOUTS TO 8E ACCESSIBLE AND LOCATED AS PER CODE REQUIREMENTS. � cis S� 3a w b. ANY DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE . BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. 7. THESE DRAWINGS DO NOT INCLUDE ALL NECESSARY SAFETY REQUIRE- MENTS. CONTRACTOR TO COMPLY TO SAFETY REQUIREMENTS SET FORTH y fi BY THE LOCAL AUTHORITIES HAVING JURISDICTION. ■� V S. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTAL OF BID AND FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS. SUBMITTAL OF ccA BID WILL VERIFY THAT THE CONTRACTOR HAS VISITED THE SITE. o> . . r 9. WATER TRAP PRIMERS TO FLOOR DRAINS AND FLOOR SINKS AND WATER Lm V M . HAMMER �- ARRESTORS TO BE INSTALLED AS PER THE 1985 UPC AND THE LATEST EDITION OF THE PLUMING DRAINAGE INSTITUTE (PDI ) SIZING AND INSTALLATION REQUIREMENTS. .. � ,w C 77 y . n 1( Vin. iit4+1 , OiVt . � {4; PPP r I fu; plte+j+pa'.-TO 05'X Ta�/ - v si j i I / \ r C'I`A' �• 1 1�` ', ( . "`cLJ sp YS zy 1 4 pp 1 !v, a g3 w - ' To WKI r Hroj��- (v%4Z4p-f L04oc►ttaN 1�4 v a Y FIT ; w pj ny rf 1114YIItl� i Z >0 << OOio .,. r r. W G L a' a OCi ¢W 00 ,)n m oZ __–�E_—_ _.--mac_-- �-----'-----�E------ ---�f -�------------ i Yx s � �,; 1. r' W V> y a 77 saws t W iY�Y �W x � w PARTIAL PLUMBING SITE PLAN g x �s w 'u dater SCALE: 1 DONN G Gu wxa ac Assoc..Dec. rT v t ff= 20/_OM RKI/ lY/14 C } sheet na b,40Q. G ;K California Regi rstim 11511 ' P� 2 '100 N.)�tw�37c. ht�r3�•f11l0 surra c ANAM2 t•CA i3f .7 t , r 6w tow t �..aw..a�i�-— ... J„r.r':fd�.rrt+kY ..ild�rta►y.-.Wtr— r o� �,. iriau..'S�lug .roe EAST FILE CORP. IRVINE. CA EFH 30 I Argyz 41 L iow.1 �aaas EQur��� FIR AW"0"AW11413 A"t TM",Atl "AND IEWAt,DEEM"AND APRANtSfMInVT'B Pff-Mr• NTED IfiFr1by ARf ANOSHALL RfMAIN IHE PROrEfItY OF FAURFAIION$YSTERF$,INC!AND NtRT IHEFtF�.r BIIFSl BFCOP411 D :r.I()PF[)1O OTHEItr OP USf i)IN CONNEG'•f ION WI TH ANY WORT(PFiCJFt t OTHER THAN 1r E t#Pgf,lr s; PRnJFC 1 FCft MUCH THE'' HAVE BEfN PREPAREPANO VELOF'LO WITHOUT THE WI.IIEN CONSENT OF RECREATION SYSIEM6, INC V16UAL CON1ACt WITHACCETHFdCE OF TWINES EftlRFiSPEGIIFIIC-A11ONS St1ALL CONSIITUIE CONCLUSIVE EVIDFNCE OX WRITIEN DIMENSIONS ON THERE DRAWINOB SNAIL HAVE PRECEDENCE OVER SCALED DIMENS101,'. ?HOE SI(ALL VERIFY AND OF RESPONSIBLE FOR,ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICF MUST BE NOTIFIED Of ANY VARIA110NS FROM THE DIMENSIONS AND CONDI TIONSSt10WNBYTHESE OrIAWINGS SHOP DETAILS MUST 13ESUAMITIED10THIS OFF ICE F011 i APPROVAL BEFORE PRROCEEDING WITH FAMCAl10N. _. r } .. H rn EfJZ�E•7 Z 1 ' � M H N H fA C1 t00 MW 17 H EEEta• ' ;�Lyny+ �i •� EtEa• 0 z' �H0 EEE Z � � � b -{ � 9 � � •t7 c rn ICON -.0 Ct CES t z 3 A f°. LMI T of l AWN M�AOVA 1c*A �o b7 � 1 \ kA I r - � o 1 I i ` • A • I J 000,4 I > i I • I � I � � I � � I I I I � � I I !' N I • I i E \ t o i I t A ILA t ' I ttEa• I Z � + 1 I tEatl REG/SjF�P beryl str te s e A � G f .can 3a • Al 103TWMTWW'�O�w7m . _ .._ :_ - �' ....'" ^--,.,:- ....�_- •g9f:�s' ._'�.-2 rte,.s ---`� - _ V I $ { � N $ !Oa tui{o.c� CITY OF RANCI 10 CUCAMO R £ COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION TVTE E�ttnrlE� •""` SIE planting plan ir,Ilk - Mq.RCI NAL4 r-- -�E�u � recreation systems incorporate� I �+ — ' •= landscape architecture, recreation and environmental planning Al ca.E r rt o A►►n(N TIFF SE KAHS WEHf PREPAAED 0r'. FOA PF WATt USE beryl park rancho eucamonga • � V 1230 n. Jefferson, autte k artaheim, ca. 92807 7141632-3650 • .arui art -r: - _.. tnE F E 4 L1FL?CTf'KElil E T --:.. .. _ .v,-_._ _• a>.._. ..-�-:: "p.JE dt Fl AltM WQ IEQ NAS r OETf OrtC.tO IRI DWG # 1319-1- i r�_ EAST FILE CORP. MVINE. CA EFN 30 SERYL r [/oivs ie- !o 11488; 1&vlpAeNr ADM DRAWINGS AND SPECIMATKM AND IDEAS, DEStGND AND ARRANGEMENTS REM NTED THEREBY ARE AND SHAH REMAIN THE PROPERTY OF RECREATION SYSTEMS,INC:AND NO ART THEREOF SHALL BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVEIOPED WITHOUT THE WRITTEN CONSENT OF RECREATION SYSTEMS, INC VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR,ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 777 77; t c/l lion st• ow K • / � �- ''EIS X Cr L4 i O ft I T Z7 � � i t a 3 3 r . _gym c � �` � E o _ X . • �® . � tio � � } p - I i a 1 / " / / __ _ •�wwlEl�ww�Ew w �w � �ww� •w r �wwwww wrws wwwwwwww tawwwwww i i E _Tx- Icy -,I - — L ~' OAX ffer : Cn y En Q M •[Z" is F n :X H Zras zz • • - V1N�2 � —•j� � Q NORTH - � � � N I - .. En EE�yyrry Q Tfi O - ' T ye H y �S * RE / N I•t I.7 C) .. _ _Y... CI1"Y OF RANCHO CUCAMONGA R E v 15 1 o N s IM GrIVSl0.4, planting plan WE DE�TQ„ o incorporated ;t ? COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Erkll re c re a t o n systems MlDXCI NAY( wrl�kwt� /A GAG l M_ ' ���YY � <. .;,F- =,._- f.�a-:_ _ ...�,<.-� ... _,_" .-..,.:.�> ..».,_ -£=•o.,-,.. -.-s-::-n. .-_•_-.._ • ..:...:__`_, f1Eti irtlE ,. Iw•,�..l�, landscape architecture, recreation and environmental planning AIM1DrE0 �, THESE i01lI►f1H,AlEUSE 1230 Jefferson, sults k anahelm, ca. 92807 7t4i632-3650 lions park rancho Cucamonga F 5 '_ .—. cNlc eo y OL E� 04 OINa!!•IIOt X. PLAN ._ _z `. DWG * 1319-L r EAS RLE CORP. IFMFtf. CA EFH 30 5p— I 2W YL 49 L/0".5 /40-10 /YDS FQu��r .. .. _ ..... _ _. .. -. . ..- _ ". - _ _ 'x'- .� ...-_•_..m .. mai-3 �- �`$. -��€"g `.+ _ _ _ _ _ ". .rfF==94r ep-s�lenl,! ..,-xa-e..z♦-4_ xa'a rr+ - a.:•'.�r� '-::-`5 _ �" _ _ THE APOVE DRAWINGS AND SPECIPTCATfONS AND tMAS,DESIGNS ANO ARRARGEMENTS REPRE- SENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RECREATION SYSTEMS,INC.:AND NO PART THEREOF SHALL BE COPIED,DISCLOSEDTO OTHERS OR USED IN CONNECTION WITH ANY WORK f OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RECREATION SYSTEMS, INC. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE: OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION. CONTRACTORS SHAI L VERIFY AND BE RESPONSIBI.E FOR,ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS MUST BE SUBMIT TED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 4,% C 1 lop i I b r t I n 1 1 .. -( V < *4& Tq CT a , 1 1 1 ' 1 eh! % a- - --� ---�1-----_—� __ — — ---- _--'l+I ------------ w tptpi S b \ r ! jo Poo { ! a Oil, ro71 jlo aZ U 1 I F1 a lIsl% 1 = 1 I1 41, AILI 4 L IZ3 1 1 N � I i -- -- = I i i •! i I�Cj' - � 1 VI 0 It a► _ 1 _ C1 if i t � J a I I • I I , 1 A - 1 ZI ' 1 1 i a � � o 2 %T i 7- v,° CD L M 916MM ON c1 f N � r � m � O . 1 d Z s .10 Tn _011 L s � l �t `�,�!�� !fir r� �♦ � � �`,n beryl 'street fi � -'`4��... . --fir.•, I Cl'! Y OF RANCHO CUCAMONGA R E v I S 1 0 N s Fd1UIl Vft bIL, COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION CAT DESCnrto" APPROVED .wrw an - Cn �, � irrigation Ian �"'"� �,tA u.�tA ? � p 9K[tTRLI °;;�°�' recreation systems incorporated - /wq CMtCt landscape architecture, recreation and environmental planning ' -- -- THESE PLANS WERE MEPILRED ttY: - FOR►RNATE USE j= .■� .. beryl ,W at , 1230 n. lefterson, suite k anshelm, ca. 92807 714/632-3650 park �l OF orlwm nil CHECKED IVAN MR _. LICENSE HLOW 1 FILE _ ' -." _ _ _ _ DWG * 1319—L _ ADtt "7f" 3w"�K_6•_VVZTFY ALL SITE GONIVITION5,UTiLIT1E5 fy SERVICES PrZIOR Ta � _. - CX/NTZO I. At L �l�G. OtZ K SHaI.'L 1� c 1A1 __1N5 0.1�td-�D4 MBA ISL _wm _ -- F-TERE '�YlEES LlbH� 5'[aN17�t2I�'S iaG At2E AN 413ST171JGTTOt� Of+ 5�'i7 m � � T_IK�L� � ___ TzPu ut.Erz N> w HQ BE AO ED E aNp oR RELoGa >rs� As Nuc 55 o a l E� 0 •9• CdY G THC 'T EXCESSIVE OVER iZOW PO N6 �XGEE AuuUS S L, , T' dE.loMES MEGewSSAizj' To T?E> Gt�ATC DR 1LTETZ1.2iE�KL �.NT?S: AtV1E� o -.�. Fa1t.L I� ztFLL>✓ _---- •-Z >1 - �L- _;2 _ .Sa. II� PAi1:I8tW-r—T8065Ab _Ptd �L S__N[ • _ 17tJt= To GN iJGC IiJ 51T GDI.�t71 !D r2ac,Torz SHALL OBT6,1I.1 A Ov — c --- -- _�1•rr --.s�- 6S�- �-s N g, - EclrY a�-�-IoI�iZ�r� �s �lra�i,� Rlorz To �TarzPt,x -�I-tESE existing bld _ --------- - - -- - --_- - - - - - T P�xIMATE- Aj LL VALYLS SHALL BE L-4 � c 9 g „ „— ,► _ 1� - lig 5—: -- -LIQ- - �-- 2 - N 41J5 Q2� �la�l czAMa to �. 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WJ:)-I Z-O D L «Wog o=N3W p sheet tt1o. hip— NVJ20, y. woUONc"i F,oizm i2 W�ai< ZUmOi lit SP 2 W x-00'. �cc0-0 HHccW=W -Zwzm 11,2a[ >ko ZWZy ¢W<¢W-U ¢OZOa FM&003< 3UUt „ y ' 1 My V II CID 4 PLAN NOTES N t Mo�i�ir j2EGEr"r, ► N VJP G� P-%")( t4 Gaµ;E rt 6r, ,,4 Lac 1CA6,z Co�l�2- FOR DETAILS SEE DETAIL SECTION IN SPECIFICATIONS BOOKLET. to y� a t i O DETAIL I c 2O I"G- IG I IQ- C►Jv DE'CAIL SEC'PION IN SPECIFICATIONS BOOKLET C �� O �4"C- -9IQ •j- I #124-00 5-20/n 3 2 EIt 0 5 +2+13it2Ur.1� CGONY��- � > h © 1"G- lO i2+ I X 12 4�•►� (To GONmo,.. co--ft -r) (n .� C o ca m C4 C a+ O �a t. cc$ E CD U) a UOk O Ex►'--dN1"i7: M T '�� tiitit L -, - -- I O tl I�j AMt L.%:n.l -, New 0) v � C' EQ J I Z E u - SEE PL-��-4 5 H?. E - , ---- - cccc « ' cc is w r Ott— r-- - - -•, r- - - - --� existing is area ;� ��IJ � , ; ` s.�,E. ���� e g p Y - existingwalk k: - t / 1 �4( I P"Gni G Sn i c�2 - r { I 1+ + - Y � M 4 W I`rte amt*.fz P I i M�`'— ►�5 - ---- '•; WITH N&" FA Nt� "rA'' . X 1�T I /4" o. 5T�1r� a T o NEW COI-41 L 5eC'I o N"MTA'" w/N E w POLL gox • ` - f I j rn 4 �Iy ----�-- existing Ea.r k Z MA-13 L C _ __ 4 o g 4 E 3 zUj > i Q _ r S TCA - 3 3 S � v �-- — - - W ;,7100o E 3 C 5,7 2,¢ 2,4 o i 2 3 1�,r2 — — — — -- . W , s / l .� W < > ter iE LL f ) Ell is iL ru 12 err. �J s p ' t ;a existing running track 2 3 - -- I a � E3 1�3 ��5 5� 7 5�7 2,4 2,q Iu,l4 Io,,2 A 0.r I I 0 4D -- — J Cz I W exi ive �- SPECIAL NOTE; . :;. -. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR SCALL EXERCISE w a � � +� EXTREME CAUTION IN E,cCAVATING ANG TRENCHING ON THIS SITE TO AVOID EXISTING ti ,y�� E F 7{; DUCTS, PIPING OR CONDUITS , ETC. , AND TO PREVENT HAZARD TO PERSONNEL AND/OR r DAMAGE TO EXISTING U14DERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SEOt1.; A,',L' INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NCT RESPONSIiLE FOR :} Y „�,/+n�►. U THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WI:ERE OR hOT SHOWN OR DETAILED AND INSTALLED BY ANY O71iER .CONTRACTS. THE CONTRACTORSHALL IMMEDIATELY NOTIFY THE ENG'R SHOULD SUCH UNIDENTIFIEC CCNDITICIIS BE DIS- t r J ' COVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY CGM- � � W.... t, PONENTS FOR C-INSTRUCTION SAFETY. I , REEOCORP ENGINEERING CONSULTING ELFCiRtK;AL ENGINEERS n _ r� sheet scale . 1 — 201-01' � 2902 Redhill Ave..SutTe 280 . Costa Mesa,CA 92626 (714)549-9488 E_ 1 U) 18u w C C `N 2A c)}+ c N m cc 6oA7L� 2,7 %L _ d 1 n MK5TEe CO..WTeOL GNP!'T Wm— '' -- L E c PD C/55 mme6oww �; 0 O M I , - 1�DI U� � —U 1-1rA.cro2 SEc,1-IotJ � c _ - - - .r4WF_L SECT". - _ �l.IC LLl DI LLy lyllt►111 --- cc a 0 1i 200 PEe A,CT1GL 9 . (D cts a� E £�..tr¢� �act•ION 25o or- 144'1 a¢c• f+ t d c --�w MOUNT I z = 1 a -�L6EVE Pkg't'�ENEe _ _� 1"1m>✓ GLDGK 4e)F.G'TIOI4 �. cn � FIwi,5 1 evSDE Jw oecuir r „ ',•• ,• ♦. �'� S _ ■ t a J Zowou IT I -124" 6ELOW oZLP0 Mcc o .- _0 UTILITY Co• STU&- v d � co a w ._GUT. 5E E bu PL*w 5 ELEcm c aL GO Nfl2o►cTaL e44&L.L, AoV 1 o& Lm co _ i - GOL1ceBT� fl�Uut�aTlc�r-t (' v� 28 caws) ci AS dep4oww AL10 PEe IZwulesmagTr of V 10 C7 0 3 3J17 E 65 GO• �lEe.t P'f L 1chGT 51ZF 01� c_c0 � L D 1 � �txloa.Tlo� CL,cti►) hil'f1+ t��Ees Peloe � To LOv41.1-11.1 i i �Z4 Iallt ! III a� � � ! METER PEDESTAL DETAIL f = O MWIR, TILITY GENERAL MOTES W ` 4• � is A UTILITY POINTS OF SERVICE A WORE/MATERIAL SHOWN ARE BASED ON PRELIMINARY INFORMATION ONLY BY THE UTILITY COMPANIES AND j ! FOR BID PURPOSES ONLY. T�E�N t�cer�� STIZE'�T: B CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR TINAt y -- -- - - - AND EXACT WORE/MATERIAL REQUIREMENTS AND CONSTRUCT TO i W W j GIT`f I�EQUI �:EMI:NT'S . �. W� UTILITY COMPANY ENGINEERING PLANS b SPECIFICATIONS ONLY,. Sia z - _ - � { 1- O�TAII-1 �Q.LL NEGES�a�b•L:`� CONTRACTOR SHALL FURNISH AND INSTALL ALL , CONDUIT. PJ�.L r a V +' WIRES CABLES , PULLBOXES. CONCRETE ENCASED OF C'ONDUIT ' (IF III + Iri w l PEeMtT�, 1E TG • a ,- IIvv �� REQUIRED) , TRANSFORMER PAD, BARRIER S ; POLE RISERS, -SIT TRENCHING/BACKFILL AND UTILITY COMPANY . FEES. AS REQUESTED BY UTILITY COMPANY AND INCLUDE ALL REQUIREMENTS IN . . BID AIC, JD; }. SCOPE OF WORE. M C UTILITY COMPANY CONTACTS: tom9 ! f �ctsTt ItG S M I" �o c-714� °147 X - � TUE r l,t4HT ! (- CDW� T'EZIkm G IecuIT' t i 2 PEI . SCE \ ZS G \ _ - a� W .._ #LL } f&NELZf " TG E2 I-1z2IG .to FbW STREET TRE.NCRINC NOTE 1753 MRk.T 1N .4v*ij,' b' `� 4 CONTRACTOR TO COORDINATE TRENCHING OF STREET W/CITY; ALL u �-- ---> 2 \ TRENCHING COMPACTION IN STREET WORK TO BE AT A TIME CONVENIENT TO -a.—_.�----�----� ur � �� i THE CITY . WORK MAY ENTAIL OVERTIME RATES . CONSTRUCTION TIMING co ' TC--isI \ t Tr _� MAY REQUIRE HALF OF MAGNOLIA OFF RAMP TO BE SCHEDULED SEPARATELY CD 2 dL-r, FROM OTHER HALF. PROVIDE ALL ROAD BARRIERS, • TRENCH COVERS AND ,P �w SIGNS REQUIRED BY CITY. CONTRACTOR TO OBTAIN FROM CITY EXISTING ' UTILITY PLANS AND COORDINATE WITH ALL REQUIRED UTILITY COMPANIES. O.BTAIN . RIGHT-OF-WAY PERMITS FOR TRENCHING. h I 2 � e ?LAN NOTES 3 L=X1�T. hLa.Y Q12EA I I O '1,4 rc-1,3,2,4,s 2,4 �i I i � _ I i� MOU�1T �EGEPT. 11-1 I1.P. �.a• SOX ON FENGc F�TJ U �! I b � I h11TH LOGka -� Gov�e. Z r C I 72 I O2 3/4"G - 2-4 l 2 c U t 1 # 12 w t-;t?. --I 11/4 c. 4-Ab, 2;d I GU t ! 8 GcID• W F: 2,4 I ® 1 "C. O. TWO- 3/4"G-O, STUD OUB: 2i4 Cn 3/d 'c - 5 12 (CONTeOL Q 3 QQ I c - to 4 i2 CCo"rZOL ' A. SINNON c;s�: 2 I 2 NO. E E.7029 ,IC �o �I I "C_ 2-08 2d I'L -� I-$ t�-a-�NO. EiEi IIS co g i cn 11 a 2.4 � rf�� ���;t� (> 1 v L l �; W e o 2 0 ;I Lu L TEN 1.115 GoUtzT'S � date ADDITIVE ALTERNATIVE B L4&*M, .I 07 I KEECCOMATINGNGINiERI ENGINEERS— — REEDCORP ENGINEERING sheet 110. ` 2902 Redhill Ave..Suite 290 E - 2 Costo meso,CA 92626 ; • -- ------.____. , . (71J)549-4488 s _ w LIGHTING FIXTURE SCHEDULE 410 I 1 ` M lamps r _ tR� _W M y�' � cc -o SECURITY LIGHT FIXTURE POLE MOUNTED. manufacturer mounting/description! - L a 1N a.t,t s A O. Watts type r+►� POLE MOUNTED LIGHT FIXTURE. Occ E (�EIyALL F4o ENcar F'b5r ' Q POST MOUNTED LIGHT FIXTURE. c d 7 60 q 0 34 T-12 SU IZIZA6S - CEI L► i. E l 2 � So � ►�G . p A "A" INDICATES ELECTRICAL FIXT�:RE TYPE, "200" INDICATES TOTAL c C12ov) ►25 BCW T4C N10.100,1 ® FIXTURE WATTAGE. O O PIt.oT I.7) coN racTo 1L j �T>Ctyuts cou¢r coNrsa~oL --� � V � Mx F KEN4.L.t_. Cde�l►JET "MTc" oEt `SMteTlotJ C B+ DUPLEX CONVENIENCE OUTLET +12" OR AS NOTED. r C 4" QouNo smthiawr ELECTRICAL PANEL. •� 90 �too v 1 1-TTNB CGL.A`l CCOr*J•Oj&') -tb 12oV (t�A-I; latYcEL POLE Po.l►JTEO co C O J -V2"C 012 + tA"D .TQC r loco-4 To MatGH Ftxrue� MAIN SWITCHBOARD. (n O CM Po;vraL "TG" Gr,Gult.Bp - - fWo comma E�xy ovEc �, Pr:.l►1ri.e pp�iL1z� CONDUIT RUN CONCEALED IN OR UNDER FLOOR OR BELOW GRADE, e 1 0 ___MA1tIdTINI�a S61EtBS f s r 3/4" C. MINIMUM NO. OF CONDUCTORS AS NOTED. O w X1700 COIN MI0TgIC f i TIME A4 fE l-GGTISp �4)- ZOA'2P CONTAGTOtS •�---- HOME RUN TO PANEL "A", NUMBERS INDICATES CIRCUITS . IU � O E Fb1j C4 r4 -81� SFErCb. •ea.-IL. P&IL4 W01 rbt_E �! I=cbn1� I A-1,3 -PANEL "A". t»}t� ` d I�.E!-rG.�L '} (Z)-4oe4-2r eommewes �`1 NeE M 're. - - -- - - � sL a N _ 3821, 2 13 P L SUIZCaC -CEILlt•1Gq 4 8t1IPl.tfi0`( Int-�c.4>Mttt• PROVIDE FURNISH, INSTALLED AND CONNECTED. O c 2 fINISN C2�•L'�a TaMrsttPGq�6 � d TrNWIS 4nV_T t•Iduo 90LE WP. C.O. CONDUIT ONLY. � *EOL"o Wil A"C*40e Eat7l.T GOJ�• 0.0 x l„lp WEATHERPROOF. a) ., i:IN14N 4P.avb �; O ' FLUORESCENT ENCLOSED FIXTURE SURFACE MTD. WITH OUTLET BOX. •� t a J 4r - N}� i C >Foll DETAILS SEE nETAIL SECTION IM SPECIFICATIONS BOOKLET. To MAIL! c01-Ir>r0L N SURFACE MTD INCANDESCENT FIXTURE WITH OUTLET BOX cc o o) DETAIL w TENI.IIS COUer GOtiRL'.�.5 !�'t ala4 pAP�,[ GtAff I� ObIGi�OC bDL'r�ts ` r CAbINsT AT L"TG" MIN. to G(oM aLi. I_ Q w M TA c IWPIJyrelAl. C:OWTt,.Ol.s,INC. :�- -�-a I-- DETAIL SECTION IN SPECIFICATIONS BOOKLET -waa DTL E� It�LI Woo. GEDtarG ST• a ���' v ° .T �LiG11GIG4L GpIJpUlt O"� WALL MTD. INCANDESCENT FIXTURE (RECESSED WALL MTD. { 6-20/n N U4.W -_I• NTN•1 batDM lsP�o�. V 0 c 'Ik i 4t-tz ��• 9120 � OUTLET BOX) . ` v p ^ QSTrs (:ouw DATWW •W �t TOM NLlIZ sN�A (81d) 240-3�vo 0 MW C,D ZD p,y� �}• JUNCTION BOX WALL MTD. C C* I cc a 3 �e"4a -iA�r SINGLE POLE TOGGLE SWITCH +48" OR AS NOTED: L' 0 PLAN I OTE f-- CONDUIT STUB-OUT. } Q EXIST. MEEv,/P,suEL TDe-e REMOVED. 1-UF-W uj.41T• OVE1v To PA-ee CONDUIT RUN CONCEALED IN WALL OR CEILING. DE.f>r. 0EFt&CP_ WITHNEW METES /MA.II•II�,N�►L',k, SEE tOTL- S-2.t� I IaI I i I I I 'I I 2 5TU5 QUIT 2- 5/4 C-0. 31 r-IZoM +al . C&P �. MQ ei< Fl2PM '}"C• 2 r>tE 12 TY OR AS NOTED. O c� C ) _ © Coin-l-EGr Ht"'t-4D pzYEeS as t.?>�QUI ED �� NI '2. _ �. ____--_-_ _ . . ._. _ __ . _ _ -- - _ _ _ _ _ _ -w-}"C. 3 #12. s i � "Am, T M�w a ` © JtI Tlorl Box Mo111,ITEr7 FLt151� ,,4 Ftoor� /�.P t3oLr do�l�l TENNIS► COURT CONTROL WIRLNG .DETA[I; � C FIXTURE A , B MOUNTING DETAIL �`1 LID. I I4TEizz efT ExISTIrIl� GIKGI)IT5 TO 94_--MA,9 IZEKodTE To __...__..-_ _ ,_ IJEIJ PAIJEL klrrl� IZE.GtJsIZEt7 Go►•1DtJ�T`s�IJIKInJvt C f' rlCa+ LOT LI&WT1W--I iFJ?_jGtATlot4 ��JTRoi lAFF_) VeF-IPY ALL GIKGtIITS To �I Col.-13- 240/4,96-PL5 � �TEo LIGHTING FIXTURE SCHEDULES 2 24ov- ual�s Pa> 2 rood �� IDLE I�tf'V-ge e a3 t5� fzUH Go►- 1;>L1 T,, fA(z�t.t,EL 1-0 M� �'�D �. ('i�1r4TGoNDtJIT f �4SoV- -i"o 1''1�TG-Ft WAt-Lv� Rr�F NPE�51p 150WPS-(T'fPE ,D )- �r_)tilzE_ IcAc. op--ro coo,�nlN �uu.�T�o�.l o� I� � t�I�v 6.�4VVrll�t.. FIND. ,Sym. Tamps h , WW% # Nco �1nCa rr���-, N� �w�co�-r>�•ct -- f 1r manufacturer mounting/description o W o liw- 1�� I I&rJ v �-t+.1�r��ta.t OF UwM' �.&v &Mf4N►,r Cvj" . watts no. watts type • LSI W ; -• A �L-A-240/480-PLS 1 1000 M N ON. FEtiiCE U _ IID \4,90\4-Payees PaA tt•� POLE- SEE E� sNTTamR OF-5 PLATS ENGRAVED. 3 I INTERIOR 0! "SYSTEM GROUND" W H 5�; pVN,STEE IZ� H. FULL WIDTH I V DEPTH 12" NIGH p�, L'� t 4-p1UNO "f�Y' BARE COPPER BUS PLATE ATTACHED Z Z 'v`"�� 0" FEwce S Wt>a �O'STO 04- TO WALL V/J" SPACERS. REMOVE 20 r r_._.__ �_ _____ �Pp,GY pp.11.11' (Mli�. 2 CpA.Ts CDL-Pj-21;D�4B0-PLS 2 1000 M H [� M TAINT AT POINT O! ATTACHMENT. _ _.. ogee FiZl"arG - Pt.�LF To 2'LD 24-0\4- LtOHG Pc,ex 1 �J a i C4 J POLE - SEE 1 e4 - •!-e e L Paas: J TAG a IDnrrrFt NtdTCN �IXT1Je6 E�(�� COMPRESSION LUGS BOLTED TO PLATE. v 'V DRILL TAP FOR REQUIRED NO. a BIER Q Z W . 10 \ HU�I�E•LL - NCO- OF LUGS.1230 ■ 19 0 \ C PO L.E MTD- USS: FIIP C PER AR?. 230.75 1987 I.E.C. Z N 3012 VA F5-Nrza 4f33 I 35 F+P5 I It CU- 3/4"C. TO SWITCHBOARD z 0 , STI2AP5 TO CLAMP TO t'Ul-6 r� I I L MASE 230-93 A ART. 230.741987 :. Q z W W C2�7y ) 2 Q PAGI�IC LT4 STA 4C*-JZ 75C0 I L- 3/ " CU. TO COLD WATER PIPING Q a • pMMrN M� 3/4" RGS. TABLE 250-94.1987 N,E.C. 3 MAR-PL-209-150NP5 _ 1 15 0 NPS ON POLE SEE L._. ItD6ACU.2TO MAINaTELE. Z W l IONS P,ts2K E3 --- BACIBOARD -3/4- RGS.1987 N.R.C. U (277\4. 1?�E lz'(t~ PA Z,K4 (W/O U T Puo ro c6:I..t..) • _ ¢ s R-Gj oN1�H L� It 4 CU. TO BUILDING REBAR. Q a I W�'p SGeEWS) GENERAL NOTES - LIGHTING O}� TABLE 250-94 a ART. 250-81 (e) 4 RI3TE �ur+�.TIaN- 1987 N.E.C. - O 3 T - F� ONE 20' LENGTH OF i 4 BARE V W r 3 S R"4 4Grt8WLO civov 1) M L. Q �Z� A. TO ESTABLISH FAIR BIDDING ALL BIDS SIIALL BE FOR SPECI- N. ALL H.I.D. FIYTUARS SHALL HAYS COPPER EMBEDDED IN CONCRETE FOUNDA- Z (� It' E C FI ED ITEMS. ANY SUBSTITUTIONS SHALL BE ASSUMED SUB- TION W/MIM. 2" ALL AROUND PER ART. Q > �I CLI�Lk•�LI i -' - „ STITUTION IS FOR A COST SAVINGS. THEREFORE, THE CON- HPF BALLASTS_. 250.81 (C) OY 1987 M.E.C. (UFEi TRACTOR SHALL SUBMIT A DEDUCTIVE COST SA INCS 0 THE 50-94.1987 N.R.C. � tu'A T 0 A SU I D I 0' V T GROUND) a TABLE 2 A1.1G1401i t'.t'L.'1rs OWNER WITH HIS BID FOR SUBSTITUTED ITEMS. NO SUBSTI- TUTIONS MILL BE ALLOWED IF NOT SUBMITTED WITH BID. REFER FIXTURE }� „ ,� TO SPECIFICATIONS FOR ADDITIONAL SUBSTITUTION REQUIREMENT'S. Q I UFER GROUND DETAIL N.T.S. O Z PAISCzL K 11f No. .4. �t,� C AGrz 2 MOUNTING DTL __ (� E �- M N PARK BE TROOM a NTlsiz a'+� AT e"o-c. "TC,'' (LIONS NS PK) 2 - '� w= .a -. =�-.M '.•.. '" s r ►Ar;..•. _.1�. 4 �E L• Ir r k, � p 1 -- L2d124o�1-YI�' ,.,.- f EL e-. c 0MvU tr HK tv*" f > a;, : . t 101 n P �. ` " u 12.Fp.Gc� `. ,sem - 4�L? �?Y-3 4 v+l ~ .,. ,c ..x-�- ,.,, su 2t✓AG e M tZ I,oW c.�-D�• NEW Er'E � 2A� 2►' A -... -..rn .._ .... .... _ ....._. „ .-.._.-. ._-_._ ,_..:._..:_,:A- te � ��ti.�.�, :�,.: `s - 5 18 V-t 3 W tE E _..- 3 (12D/moo � J , w, D15GOI.11.tEGT' I t� t�l�P < ,, , -_ _ ."" .,-y.,. - -w. .�, •� E » . . .,r O 40 2 � Vt GnL LE 516T�1 t1" - _ 'W4 N 'r► ii ,330 0 t rr 1�l 1.115 2 M� L c,"e;i 6 EuG•05U1 O 4-D 2 �p. 2 0 2 L, U r'1 NI-IIS t FIXTURE D DETAIL 3 30 � �' , / - / EXIST INCoMtf.;� SEIZVIG� "2„ 20 1 - tJt=EIZ eouuv9607S' EGu� T t.T 3 0 2� 3 ov Z 1 o �� t�T Y s . i r 2O j ;t'e, ISD EXIST UEVA5'. t�XlcaT 480 27N- - NE - .D• I w � - W 3 C 1 TSO ' 4 'ra t�llAl ►.1 �EPoD r 50 S1'al�.ccNT 1 S3`" �'tNNt °S :114 - NEN r�.ol... ZD- - Tl (2Fz{ Golf NEW pM;CL "rG" 4 �c+1+l8laND - CIIZLUItS EX1ST 3 �:o. W�SGE oo ; Co 2 L _ ;3 F 7ro µ m SWITGPP�oAZD I I � Cl- i� �V 71--O I G `i'O� �7 "�al"� ; ( 2''C. �C gb :J�t2.Y11iE C'OtJVLtI..Vw �°. '"V-,,a. _..,a ... _ _.. ._ - - - _. .._.__..__,.......... � L� _,. "-1�7�D 90 .c .8 8 b� 435 - e D _- ..a �A �Xls`r1 hl�o � Ex 5T 400AS c U•t► � N� .. _.. .. -. .� ..� I...5:.,?`° . .. ...,..!�,...._,-.._.._ q- col-trevL ( EX►ST 400ar�s 40o At: 3r'rna ne�.uc7�I� � .-n.:.�. ._ .. x .-�, � • _�7� 1 `I �. • � -:. f CpP�Y MTG ; DIST co WD. --_ 2#10 CU - ) o PVo4I pE W E W 2tlt.Aov NEN PULL �X ►.. s_.__l 96�q 8 3 r = I OESTROOM BLDG. PLAN < - tz�l P e � Q . �E AR�K� EXIST PA�LIa,1Ca LOT P62 r,,GE . I u. 88 0 2 ® COt�TI"ZOLLED P,�"f coN'r&_^v Into plZlv�l TO MAt EXIST. NEW LTILI'1"; R3l t P_7A QUG�51~T4EP4'7 - co v ►G 2 5Ur2�A�C U W/RA94w coVE 4 ,�..-_..._.._v�-_ __.,_ _ _ _ _, __.. _ ._ _ _ . 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IRVINE CA EFH 30 �+ itYL LIONS AW35 EG?utPC1E.Y� Co�rP.Iiv y THE ADME DRAWINGS AND SMCMCAT10NS AND IDEAS.DESfGNS AND ATTRANGFMENTS REPRE- SENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RECREATION SYSI EMS,INC.:AND NO PART THEREOF SHALL BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHIC.-I THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RECREATION SYSTEMS, INC VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR,ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 7CZH A M 2 0br UI ! 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I Ji . « a - 1 ]r7 I 1L�' / �/y W - - - V , {A ' r. , , . . . I t I -, ; . � I I : - (f '1` , . , - , , A I A • r V . 111, _ „ .. , .. . , F , n , .. _ , .. , G . , . , I v 1. , . , - f . T _._._ _ _ _ � .- � TR' t�R � ' /ice/ EX TfN � _. _ _ ___ ____-___7_-_____ _ _ _ _ . . . 4 ..,- _ _.__ __ _ _ _ _ T , -_ 1, , . . . . r _ , : : : s „ CDNS RUCT NG/MAI 40- f_E. O ; _ . a . , . lBb . . . _ . 39 �'3 8 SCALE : . ��� ! �� , i, _ - _ - - - - 2 11 C I I . „� �T � �nvrw; t Jla , . . . -- _ --_ - - _ _ _ _ a _ -._ _ . - ____,_._._ _ __..--_-.-_-.-.-_._-_- __...._ -.- ._ -.___.___ - - - _ _ _ _ . . . , 9 o , . i , 1 i- '! 11 , I --- - Q 4j $Et+''ER SYSTEM `TOTES ` ,,, 1 v �^ - ).. ALL SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ThE cmi E .4 . CUCAMONGA CO(:NTY WATER DISTRICT STANDARDS AND SPEC ZFICATIOUS. Ai � ., t 1` i - . DRAWINGS TOT" CUCAMONGA, COUNTY WATER DISTRICT. CCi¢�ITRA.^:OR SHALL RE'i`URti A LEGIBLE AIVu SE i t "AS 11WI .T�" . ___ ...- _ _ _ X � �. ALL SEWER LZhE5 SPALL SE U.I.P.` ( DUCYILE IRON ) .l►ND SHhLi CONrOkM TO T}?E SPECYFYCATTOAS OF THE CUC.I3YJYGA Cfli.tiTY - WATER DISTRICT. SLOPE FOR P,I.P•' SHALL BE 0.41 flR GREATER- i `�1, -v C�F�►r'�/�/� Z I i 4. ANY coNTR�+C2o:t Pi,RcGRt1T1G WORK oN TifIs PR0.7EL. s��Ai.L FA.'4sLZ:u7izr ��,•����--�Qj HI�.SELF WZTEi '^I L Slat: AND SHALL B4 SOLELY aRZS?0NSi�CLE FOR A.NY _ 7H/S �7lw..'�I ; T�A.4AG£ To EKI5 itiG FACZLIT_E5 Rt Sv. .Itii. DIRECTLY OR INDIRECTLY N , , �: C J r , + I I i wro 7FROA1 HI ot�ExA:iONs. WFiETHEk C316t NOT stJCx e'ACILITILS Alit: Sh' I �. f f � f x I !� J I ON THF-SZ PLANS. f 0 � ! f I ALL 4- ROUSE 'LATERAL CONNECTIONS SHALL HE CONNECTED TO THE ? PARK/NG `Z L(►T + N LINE BY �s o�► A WYE CONNECTION cza�LEss NOTED oTERwzss. �• I t J S. A PER.`4I-. WI Q p LL 9E REQUIRED FRCxr! ^•KE CITY OF RANCHO CUCAMONGA 1. r BERYL I I !-ARK u I ! / App" ROAD DEFARTS1t NT PRIOR TO AAiY CONSTR[ICTIGN WITHIN STRUT 1, I � iii -. / I �I � 1 I ` I . 1 I fi'iND" RIGHT Or WAY. f - ll X 1-co [-/,� I� / I Z 1. �. I I I I �► 7. DEVELOPER SHAi.L HAVE HIS EN''GZI�YEER VERIFY A4Tu`iHOLE ELEVATIONS I I PRIOR TO PAVEMENT OF STREETS TO ,ALLOW FOR Cl'"GES IN CON- / _, .,_ f..-...,_i STRtSC1IOD1 Or Tris MAt�itli}t.Y, Yi NECESSARY. 11 W U1T� '//h��.�//;71..; / �C ; , .%�`e�~ f / t �L I li �I'�1��"""'"""' i C..,..���� `--�••--�•► �^ �. 11NY CHAiVGES RESULTING IN A CHA.�GE OF :�L1:dr1GLF: DEPTH OR CHANGES _.. ui . CONCERNING SEWER CONSTRUCTYO:�i 5biA:.L 13E s-tF.PO,inTED T4 Ti4F . U PROP05ED R.C.P. ,/ / I A.G. PAY/NG �`1/ t O4+OO � MH *- l SGA CocrnrTY WATER DISTRICT. ON I / l 9. BACKWATER VALVES SHALL BE REQUIRED ON ALL SERVICE LATERALS W ExiS T ✓Cac�r /n/G �4 TH _��/ - - _ .- "I - - _ - � _ - -8 '�` / "- ' �- WHICSi CO::NECT TO TliE DISTRICT'S SE++7ER SYSTEM IN ACCORDA.1Gc. r.�, -------, --- - fr. x-_ �- ' 1 --"' -Y�-- / WITH STANDARD SPECIFICATIONS, SECTION lo, PG S14yi, _. I PROVISION 16-4I, OF THE CUCAMONGA COUNTY WATER DISTRICT. _ _ -- ., ii 11� -�_E' 1ST FE•NM;���al. /,.• ../ a ;w f ., _ �j ;����� �' • �"//1.C/� / t ( w- 3 /' / �H ' S� , � 1► 10. SAND SEDDZ:IG +i.ND SA.tiD HACXFILL ZN PIPE ZOt3E IS REQUIRED � � �� y EX. 8 SEWER LINE UNLESS NATIVE MATERIAL IS SUITABLE AS DETERMINED BY TrtE _� ` - - /� _/,/t�/� y.-r� NO HyR�' 1N)iF OF , F TH/L FRE47WAY (FUT41REJ EX/ST/NG TREES ' DISTRICT. UL w-t�7-1e_w � zcT J- . , / ,, � EX 8 WATER L INE / ,p / , T %.. v , / �. / / ; / ` / % // I /"�G.�/ �[.+G, J 11. CONTRACTOR Is RESPONSIBLE FOR sE:C t7RZ.iG FROM Tiff CUCAMONGA `Vr .L ' - _ ! ..._ _ __. - ,�,._ ---_ . . / _.%�r. /' X16 i.1.. Y '�I FOR TY WATER LL. TR-C. COP YES OF STANDdrEW R SYSTZCATIODiS F EXIST C.81 G FOR TFiY". ZN5TALLn:iON OF THE PROPOScO SEWER SYSTEM. ;;, 12. SEPARATION BET•a1EEN WATER DUtiZNS AND SANITARY SEWER LINES SHALL � ,,�A04�Fo45;7 e-::>,O':r 4,051ct-�,4750-,oe,el C-kf:).,(1,5- ,-' 1eS,,oZ_,.'1 -` • !i I i CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL NVALTH CODE. TITLE 22, SECTION 61630-C. CONSTRUCTION NOTES QUANTITIES ,,�T,� �OMca ,� . 13. GREASE INTERCEPTORS ARE REQUIREL FOR THE PROPER HANDLING O! � M/CNGAND AVO. LYQUZD iJA$TE CO1;AY+1ltiG CREeiSE, SA.".D AND/OR NON-DO.�IES'.'YC ! . . . 1 --•-INSTALL. SIDE ENTRY DROP MANHOLE .ReR I r4. mfr soLzos. AN .��PRocED TYPE Y:rrERC£?TOR SxA:.L BE INSTALLED '� .STD. DWG. NO. 20 �/Gr�[.F, �j E- , To-CO2:dPLY WI.f! CtiC34VONGA COU�t1'Y WATI°:R DISTRICT ST.�AiDARDS ZQ---INSTALL MANHOLE PER STD. DWG• NO I8 9 , s 1<. CONTRACTOR SHALL NOTIFY THE CUCAJIONGA COUNTY WATER DISTRICT _ I.�INSTALL /2" GY/CT/LE IRON SEWER 2705 L.F. PROJECT S/TE AT LEAST as HOURS PRIOR TO START OF CONSTRUCTION. /I T.H. 5T. 15. APPROVAL OF THIS PLAN BY THE CUCA.MONGA COUNTY WATER DISTRICT 4�--/NSTALL .5 OF COMCRETE UNDERGROUND `I %I DOES NO': CO`:STITL'TE A REPRESENTATION OF THE ACCURACY OR THE ,- : 1► UT/(./TY SUPPORT PER STD. I�WG. NO. 32 I ki EXISTE.�CE OF A.vY uaDERGROt.JiD FACILZ:'Y. ki , - 5D_INSTALL 6" WYE W/TH 5' STUB-OUT AT !% GRALL� 1 �I Ill, AREA MAP - . N.TS. li . 11 BENCH MARK _ PLANS PREPARED UNDER, SUPERVISION OF DATE APPROVED DESIGNED BY DRAWN BY CHECKED BY DRAWING No. CHIS. "O TOP CONCRETE HEAD- G � WALL 20� N. AND 25� W. t 1�1. BY - .F• C.F. J.C. ,i; �A ONGA ' COUNTY ATER �S�R - I 88-S24-i ENG RING S R V I S R _ _ ___ _________ INTERSECTION 19th ST. AND BERYL PARS SEWER GI?Y �Et�Yx ICEvtsIOPtS t,+Ml'C of +GAG ��/7'; � BE ST. � - CUCAMON A COUNTY WATER DISTRICT SCALE WORK ORDER talo. 3- -- CARNELIAN STREET TO BERYL AVENUE / sEPAR,47ED XW 1M70 PHASE ! oWP PHASE /I 12 ENGINEERING DEPARTMENT �a EL. 1527.01 � / 9641 SAN BERNARDINO. ROAD, CUCAMONGA, CA. 91730 I"= 40' 1 3694 PHASE I-STA. 0+00 TO STA. 13+90 I 11 REV. DESCRIPTION • 17ATE Pb DATE R.C.E. - (714) 967-2591 _ _.---._.__..� SHT. 1 OF 2 { _ _. _ _ «.. {., 1Ql G ' 1 31,9 �. �,. x.. 05671 A _ : ... : V r• • y f : 1 - - - -T- -7- J m T7 7 7 7 _ _ 1590 _ - `1• « : : _ SLI• - _- _ O _ _ _ � _ _ _ � a - - : - Q _. - _ _ _-_ \ _ - - Z 2 t Lk - - -- - - _ t _ t� _ - 4 _ T 2 _ _ �OoQSED S•D. • • 1. 1 . • • • • -. _ 2 . . . _ ! 158 w - r , _ _ _ _ • _ - --- _ _ - --- i i - -- : - - _ , t : : S _ N - - _ _ _ .0/6 _s , rs- + I - - - - \ _ : : _ _ _ _ - - - - _ _ , Vis- U✓ i ..,. 1570 - s ' - _ - - _ - 7 7- �. - - - _ _ - _ _ - - r - - , _ _ - - - - - - - � y _ r _ --r . _ b ._ t 500 j , _ _ P91 3 98 « - a , • A? 7DUC�- _ _ -_ _ . . . . ? i i . . : _ : _ _ • _ 1111 i W t 2 w 1 N=I=C= 1 0 1 �, o 0 \ Z Z _ �— W \ 11 W PROPOSED PARK \ EX/ST/NG PARK W Wf _ _ 01 STA. 13+90 - INSTALL N � ST�UGT 100 WATER T/GHT PLUG I W ` 7 '/yG� EAG /it/ ��/� iyyrl/p 1 W �1 � � � -- ��"%/rJ'�Ns�C. /`9i9T.�,•G'/��5 LJ5 ;�,'i,�G",C^ 1 h 3 -x -- x W �ROP!?sE0 R.G.P. x QST. /w.I GE JTRU TURE _ _ _ - - - A'erOPras6o R.c.P (T� ve/ _ W \ \ \\ ` T—�X/ST DRAINAGE STRUCTUMS mage. SWQ/6 _ b TO BE RE�NOVED)SF-� STORM�iQi'in/ PC�nr� EX/$7- /pGG�NG O�4TH Z - _ __ -- ----- -- -- I / Z -- X / / x� ExiS F r �, `�/ /. PHASE .� 3 -X,sr,�c%r ��,�� Tl'. E tel'• . 3 --- _ NORTH LY L/NE'' OF FOOTH/L L FREEWAY tFUTUREI ' ' 1 NOTE: ALL op CONSTRUCTION NOTES LL SEWERL IAIE CONSTRUCT ION FROM STATION 100- 85 TO STAT10AI 27+06 h SHALL BE «.- - -r ��� N -,lA15TALL MANHOLE PER STD• DWG. /VO. /8 Z �H6r 2 N 3 INSTALL 1.9" DUCTLE IRON SEWER 2 _ BENCH MARK PANS PREPAREu UNDER SUPERVISION OF DATE APPROVED T_ �ll1Lay✓� 8,�' D E S I G N E D B Y DRAWN B Y C H E L K E v B Y A DRAWING N o. CHIS. "O" TOP CONCRETE HEAD- lam- UCAMONGA COUNTY WATER DISTRICT i WALL 20' N. AND 25' W. E C.F C.F. J.C. 88 - S24-2 ,;r-U ��•� ��� �,� - �� � ���..� l��K y/. •\ ./ INTERSECTION 19th ST. AND ENGIN ERING SUP 'ISOR BERYL PARK SEWER BERYL ST. 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