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Home My WebLink About1295 DRAWING NO Q9 _ 34 I _ 5 _ D 1 _ CONTROL NO OVERLAY NO F- Ci .. T.-, vvu:!.1JAIf DAIf BY DATE Release Date 587 q-�s-67 General Notes: 1. All work shall be done in accordance with these plans, the City of Rancho /B7 Cucamonga Standard Specifications for Public Works Construction - current T TITLE edition.'y/ZsIBB ton. Contractor shall be familiar with and shall be responsible for adherence to these standards and specifications. 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc., shown or not shown on these plans within the SIDEWALKSright-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the y/ZZ/89 City of Rancho Cucamonga. 3. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. 9192 BANYAN POM ' STREET 4. City approval of plans does not relieve the developer from responsibility fro the OL correction of error and omission discovered during construction. Upon request, dr -� Z the required plan revisions shall be promptly submitted to the City Engineer for °C approval. MT. WHITNEY cOG ZU o M HARVARD COURT 5. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state SPT 3 throughout construction. Site shall be cleaned upon request of the inspector. Co V� 6. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his operations, whether or not such facilities are shown C0%31t �' .` on these plans. b MT. CAMgRIDCE CoVRT 7. Contact underground service alert and all utility companies as required, two (2) BAKER working days prior to excavation. I r 8. Estimate of quantities is provided by the engineer, only for the convenience of z o b- ..a A _4 developer, the contractor shall make his own determination of construction zquantities before submitting a bid. Any item of work required by these plans C00 W which is not specifically listed in the estimate of quantities shall be considered as C MT ` < included in the other items of work. Y ELEMENTARY VrN'v�a`r GUNNIS 9. Curvilinear CAR N E MT. ON COVR? C ear sidewalk shall be constructed in conformance with the Std. Dwg. No. SCHOOL SITE 304. The general line and grade shall be as shown on the landscape plan. - Approval of the final layout of curvilinear sidewalks shall be made in the field and n s , adjusted as necessary to fit existing field conditions as approved by the public W works inspector and project planner prior to final construction. The public works Z inspector shall be notified a minimum of two (2) working days prior to anticipated . . . . . ..... .... . ..... Rt field inspection. In the event major changes are proposed to the conceptual C sidewalk layout plan, two sets of redlined plans showing the proposed changes o� MT. sHERM►►N shall be submitted at the same time two working days notice is given to the city. WHITE MOUNTAIN COURT Legend: __ Contact the following as required, two (2) working days prior to excavation: /y\ /�/�� 1DO D �W GW �/ PE Pad Elevation 1 =100' _ � TF Top of Footing scale feet Southern outh st BCalsornta Gas Company.- TW ompany. TW Top of Wall a MT. Brea, CA 92621 FL Flow Line WILSON TC Top of Curb q COURT ; ° (714) 529-2889 (714) 529-7070 FG Finish Grade ��Nt ,ya �+cE t Cucamonga County Water District. �xfff Stone Swale r 9641 San Bernardino Road Rancho Cucamonga, CA 91730 ---- Concrete Block Wall or Retaining Wall ` DRIVE � (714) 987-2591 — — - Concrete Drainage Barrier ...... Concrete Mow Strip or Top of Slope Curbing aTER�IN` ——— Private Wood Fence c coy F Geo 8 ruatl Telephone Company. RT O P. O. Box 2920 2 MT. Note: �I?• ROYAL Pomona, CA 91766 �� COURT (800) 422-4132 Erosion protection to be installed on all — — `' .- �ssEH s.93sorBel/ Company: slopes greater than 3:1 . See landscape plans N Coronado Street d..._ COURT Anaheim, CA 92807 for erosion protection details, tree location - � 3 1 999-5639 and landscaping details Sheets W (7 4) W� a y MT. o W W through this sef- 0 IMT. MIRIAPI 00% ft'r, _ - - - � COURT - MetrVest olitan Water District. - UJ H m W ku J N R��b 1111 Sunset Boulevard 3: Z20 Y s �, OLos ABox v� 54153 CA 54 N =VI aC ... _. -... .... VIEW k A ,. ._. -. 213) 250-6432 (71593-7474 t W W ntact person: Art Kinoop N 0 IL R R IU PINNACLE Z MT. FFERSON DRIVE `u � ANTLER PEAK COURT r Z 22ND PEAK COURT, U � ,�1> d W 0 - - - - J z Note: W ° go _ = W d See landscape plans for tree location and landscaping details. t- 0UJ f Z m=< Erosion control fabric to be instaffed on all slopes greater than 3:1. See INDEX MAP Z 4 =o landscape plans for details. F' o°z� IL 44 m Top of 5LoPE CURQ/NG To BE /iYSr&erP ALONG TOP5 OF &epr.5 AWAl Al Sr ENrec. c osw- RDJACENT To W000 FENCES wlrH/N C/rY -n f1Nr.*�,vFo A� e-A5 PER P R_I V A,T.E ....__E N G,_I..N E„E.R___�S__„N-O T_I C E,_-T 0...�C_O__N.T R.A„C T O R. ADDED NOTE FOR TDP of StooE cu9[ti OET�iIL CJEE SHEET L). CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR f�TN/�L f!✓Y 16j��e;' CITY DESCRIPTION OF REVISION DATE AppR. >�`�'� QF�S,SI� JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, ~o>W_ �'4 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL CITY OF RANCHO CUCAMONGA Construction Notes: �. F /Gf/LANO Avf moy=off Quantities h�� y� APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE / CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER :�ozWJ CL ar ROBERT P. KING �, HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE W BTU' ��0 Title Sheet for >��~ O Meandering Sidewalk per Std. Dwg. No. 304 21,395 SF 0041341 �° PERFORMANCE OF WORK ON THIS PROJECT D W o J W H V O>x x 28 Under Sidewalk Drain Per Std. Dwg. No. 507 16 EA Sidewalk Plans for 9 -- O EXPIRES `� ��/ THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR S,�y DfriU�9R0/.� /,c/Y<ro) ooLL�¢`¢= (Modified to 2' Width) FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO - _ ”a H= CIVIL coa=�� O Rock down drain per Detail G (See Sheet 6) 6 EA `�,��` ��! CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND h PM 9192 Greenbelts W W-�=Qg= A F pF CAL�FO RESOLVED. >;y��y g e Q Stone Swale per Detail W (See Sheet 6) 5,330 LF si Concrete mow strip per Detail X (See Sheet 6) 2,190 LF APPROVED BY DATE Z�cf _Y W ENGINEER. .._ _ , _...._S._.._._N.O-T.,I_C_ET OC.,O..N T R,_A_C_T O,R W== CITY ENGINEER R.0 E. Z2 . 6” concrete drainage barrier per Detail Y (See Sheet 6) 790 LF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES BENCH MARK: NO. 140 DESIGN =___—= RECOMMENDED Top of slope curbing per Detail Z (See Sheet 6) 4,060 LF SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE , - -= - ROUND HEAD NAIL ON BRIDGE WALKWAY LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE LOCATION MAP RJS consultants, Inc. CONTRi.5 WEST OF EAST END OF BRIDGE OVERSTMENTSMADE - ogo`C:' g DAY FLOOD CONTROL CHANNEL, SOUTH SIDE GRADEAOFOPROPDSEDTIMPROVEMENTS�Y THEUCONTRACTORNISEREQUIRED TDITAM:ENDUEND/OR NOT TO SCALE ANY DRAWN 1355 E. Cooley Drive.Colton, California 92324 SHE EI INA Z r-�=z;zH � wo0o0oW OF HIGHLAND AVENUE. c�,4i els-2,27 PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES LM—SAS OF ` - . ELEV. 1485.617 NOT OF RECORD OR NOT SHOWN ON THESE PLANS. d ��J�coicCHECKED R.C.E. NO. C /34 = DRAWING N DATE g7 FILE NO. � J.:L Lf 4, AS L.-aAVL).S Cif r" _,C'4.4A 8 9. qSy 05 951- 95y q59SqS,7 M d• e• .. Yr DAY[ Re�^e�e Dote 3' WIDE GRTE To NOTE ALL TO/Nts s'A'ALL BE WELOFD /NAMCN FEAe/NG AND aleOUND SM490rN I/x SQ- 9 GAUGE O 7 J MOIN6 Fl(-#r )% Mr 'y�1rl/B� W�TH NPOWR COAAT/NC IQ RTU ~ M� I-NE�9YY DaTI' / SQ - E 6IAX. T�fS/N6 NA6P LRTCN FLAT FRRME. A')AX. D/5T. Z-HEAVY Dutf A.2 �- -- --� PA/NT AP1sL/IATToN: SE7WEEN POSTS = L'0" CLOS/NL N/NLES TWD Lt) COATS R&(5T-D-L)U,0 PAI)WEJr TWO M COATS SN£RW/N W/LL/AilfS 3 V KO-1 4� __-_ _ PLAT BLACK EwA/nEL ffr-yll- BLOCK WALL \ V W ti L W � Z z COiYNECT t$N SQ Pos T 7-v W W o M V - � W WALL W/ /8 X i [IIEi9DZ CNEAI) � h D � h RED NERD - i CO#A'ECTIOA(S PER � � N J N POST W/ / LOWS S/i!C£QS tl � N t � o WW WlfEQE ZRAW TOW[NES BC01',f' N WALL V O i N rl 6"WIDE X /V DE,77 MOW Sr'RIP r SOIL COMPACTION PER SOILS REPORT RECOMMEWDAT/ONS -rYP pc -r ro-crr1N 6. (* `. MIN. See Street Improvement See Street Improvement IL. V1, X Z q"veep Plans - Tract 12944 Plans - Tract 12938 TNBUTAR STEEL FEN[iNG DEri!/[ Dnppp Psm c(DU R K%m gmoWIN Ps%ft Cloaca ' EXISTING SIDEWALK ' LOT 'A' TRACT 12935 DEDICATED TO THE CITY / EXISTING SIDEWALK I OF RANCHO CUCAMONGA I.: I. : FOR LANDSCAPE PURPOSES. C. YRs CWRB I PE 34.8 �. ii o '�� ° " '� ►s' / ,. . EXISTING i' CONCRETE .� ' LOT 'D' TRACT 12944 E7UST DEDICATED TO THE CITY CE.IGST/NG) yti�p`� �1 SLOCR WALL CONCRETE BLOCK RETAINING �R f OF RANCHO CUCAMONGA EXISTING PRIVATE \ b, FOR LANDSCAPE PURPOSES. ��] WOOD FENCE WALL PER STD. DWG. 812 AI� �., '• "9X.4 PE=79.2 CONCRE E BLOCK RETAINING I Banyan Street • f' WALL PF,R DETAIL___- L 1�AM5 ii (FXA57/NG) tee backboneStreet Plane o a1 I i 1 6O CONCRETE BLOCK RETAINING CONCRETEBLOCKRETl1INING ' 1l EXISTING VATS ' 2:r ' % •35 WALL PER STD. DWG. B 12 Y'N PH 919 2 SLoPE ,R cj , MALL PER STD. DWG. 812 MOOD FENCE �t�f EXIS'1' PR MATE MOOD VMC11 „r 21+(3 PEIVIIR'>r 1 106.6: pinPogo '>yo' '' iso' :� : .: :3D0 .�. ., 6; Ll �� 1�1(F �•�X rel K 1' I MOOD FE?tC>< Z:I •„�,. .,., ., r' • Leo• _ 11.1-11 ........................` I �\ i 't SLOPE . ...... ... ................... YT f j� .;:�•• .o 'b 9 - / + • _. - '} GATE13 94 G r. `fb., `��,:w Q:.:;;;:• ':: �\/ �1 A b o lq b 5_=al•,�L ••• s ,a�. \ 83 xq't„rt 1i2 8 a1 1;V;:'�}`; .:..;:;..:.:.:..;;..;.-:.:.:_r::_:•� ;.,r f�•7D i� 3 i.cf � BANV/N 5 t 94 . 96 LL INSTRTtS 33' LULVQ STf 20 " � FENC/NG AND GATE PEI?EXISTI1G PRIVATE js1 sLOPixz tit � ABODE E ! �::. ., .....4i `K i rh.:: .-�.', rv”. ��•� �..o� •,` ,. s.;,. ;r's �4 " • WOOD FENCE '� \ 4E ti 2:1 5ZfL 0/ • Tv0)� • I EXISTING i ' CONCRETE BLOCK WALL 3 . ,o 1 161 . 7 6 PE=28.4 ro 0 �, �• ,� EXIST2IPG PRIV3t L3�• 1� EXISTING 1, c / ' .. \c. �, 9 •. PR IVA 16 o A t ,� WOOD FENCE 1 rrj= WOOD FE ICE r+ tom` ` I86� •3 25.6' IS.6, I 1 ,t- O 0 1 `\ ., 101 .5 6• f 1 dk ae r; j ~ s D• 7 r' I i zoo' 27, 1' ,t7.y' ,tyo' r CONCRETE BLOCK RETAI1frNG MALL PER STD. DWG. 812 �s 11,E 13 fL rh! 11 (EX/tT/NGl CA oq,33c.a 0 5 1 I MOOD TgrCr EXISTING 17 ALK I�� ' � o`'' ✓ / � ILS `-�:- �•. x, ` `. EXISTING SIDEWALK / EX15T J� ADDED CEIWIN& AT NORT!1 END OF Me iE 8e AND FEIX/N(o IFIAEXIST � � CURB ��y Q L>E7A/L, CHANGED S/DEWALK A[/GNAfENT, BY ENTEC 7 f/ cuka ` ` Cil Y PT DESCRIION OF REVISION DATE ��1-yI APPR. E CITY OF RANCHO CUCAMONGA 1-19 `' Mt. Beker Court Mt. WhitneyCourt C CA ' See Street Improvement See Street Improvement Plans - Tract 13555 Plans - Tract 13555 Sidetprelk Plans for �>ENote: Note: C�nPM 9192 Crenht['s �te► rc n Notes:les: Sidewalk layout is conceptual only. Approval of final sidewalk layout shah Existing shvctures or w #s not bunk according to plan wall be removed and replaced. W be made in the field and adjusted as necessary to meet field conditions as l f • ��per std. Dwg. No. 9134(,No a/F/Ee) approved by public works inspector and project planner prior to final _ Z �` �OOf ESSIp�,4� € Note: Wood fencing to be installed aUnder SidmwaNc Dram Per Std. Dwg. No. S07 Construction. W along lot lines adjacent to ti c r.'O,. : J WcKmedto r Vl"h) greenbelt per landscape 20 0 20 40 ROBERT P. KI*tG Z ` _ DATE f Nate' architect plans . "= Zp' A' CITY ENGINEER R.0 E. E � dock down drain per Detail 0 _ _ _ o. C 04134 z.,. tseesheete� scale feet DHOGN RECC)AAVI NCE D Vortical curves shall be field fR to eliminate sidewalk grade breaks to the :�� w Y r stone Swats per D"W(See Sheet ��, Indicates construction per EXPIRES ; /] � consultents, ink. satisfaction of the City Engineer. street improvement Plan for g Concrete mow strip per Detain X (See Sheet!� F : tracts . ,(fes CIVIL / \Q, DI t,V-r'N 1355 E Cooley Drivo-Colton, California 92324 SH11.� on Ft Ir ocrete ,age barrier per Detail Y"St*t, Note: %9J£O C o�� (7 14I .2 5-2 12 7 A6 a TOP of store owbing per Detail Z(See Sheet� `` Gt µ . o Erosion control fabric to be instaffed on all slopes greater than 3:1. See CHE`KI [, _ R.C.E. No. DRt-,w(,G NRt-,w(, landscape plans for details. DATE / J T FILE 00. "8 qS9 94(J q61 9S8 q5_9 q60 q6I .. E• .'� Reuse Date / See street Improvement B9 5 Plans - Tract 13557 CURBEXIST S.w I Mt. Sherman Court EXISTING "IVA WOOD PENCE �0 oc) I EY/ST A EXISTING SIDEWALK F Y172184� <J 31 �`Z F9 _ CURB F p,or� PE=75.5 EXISTING PRIVATE 21 r 9 1100D FENCE �9 / C ' 6 EXISTING PRIVATE WOOD FENCE 60. 8 - t �, J•� PE=79.2 \ PE=73.8 7 C _ �c�'� f� I "• £ �- fi•::::::::.. l PE=74.5 CC 83 '•' 81 UJEXI ING "rvATE 'd'•' L •� WOOD FENCE �,�� ' ��• 81 \ •L'I y�• >o? •�f.�• N FG "► `'1 J 9 , a' b0 o8 \� 5 i! «1 ,11 �� 6s CON5rRacr END •� ', r 6 F ,��•.. ' o, 8 of S•royE sw*LE To i1 e • C I / ' • �' (�' ."'ate See a a�e D � 3 � p b� G• •,� ��v,�, •�• 1 o- f .: _:rR��' •. .:- kbone Va o n,aEcr wwr a ro .� a ''+ft V �, G )(I h B.O •6,• 8 Q pM -91-92 Street pl l DRAIN th •� ;.. aA ' m f ... _.-y• 1, o ens PE=66.2 •�io' •`t! v sB �, 'ya •� . '� 9 81 k ,o it �` '• - 28 •�?o 80 s-� cc 4� ✓ rN e o ye 4l! I M V fb .••• ,� '� \s ,y� EXISTIN PRIVATE 1 '� H `5 1 1 .t� v ,�D 191 •�� •r+'•"• • ; >:•••... ........ L 9 / WOOD FE CE 00, •• ala++'' • 29 80 .� I 33.0 J611 ......K 3�0' 23.o j 29 EXISTING SIDEWALK a }, ?RHNs. • _ _ - • ' 5/8% 96. 64 Zoo" / F5 x'a q =75.5 �`K• X51"`` 83 1 o • �� 110 .22 F� EXISTING PRIVATE b WOOD FENCE PE=75.1 a s� ~ 81 EXISTING PRIVATE WOOD TEtPCE 81 9��=o9CFs EX STING PRIVATE rri. Fl• 2 W FENCE 10 ' • 11,48 ql�` V �y.0 5 F� I 81 1410 oil ,63'S ` .27.0' ,2 3.5' 23.5 30.s i 81 PE= 5.9 30.cy .�w�T3 CURB Mt. Wilson Court EX157 25 EXISTING SIDEWALK G SIDEWALK � 13 See Street Improvement White Mou ain Court Plans - Tract 13559 See Street Improvement Plans - Tract 13559 See Street Improvement Plans - Tract 13555 Mt. Baker Court / EXISTING SIDEWALK 81 EXISTING PRIVATE WOOD FERC! ` EXIST 8S' CURB �\ / CONCRETE BLOCK RETAINING \ EXIST WALL PER STD. DWG. 812 [uRt3 81 F38 S W Pfd=12. Q �'y� , �� .. .• 1C`. Sierra Crest Vlew Loop \ T Zip lee Backbone Street Plans PM 9192 ' �o �•' ` 1 30.5 ZZ'48 � i , •, •.4L1•SSSSS iK;.�kt.. __ . - \ •r ft"0 w 9 0110111 _ .,r. \g• 8 �� s See Street Improvement EXISTING SIDEWALK PE 4 '• • �, fR�� oE� ••• sr Plans - Tract 13557 EXISTING PRIVATE �:':' ••••• 9 1 fv �_ 1 WOOD FENCE AA 83 \ o= Mt. Waverty Court Y CONCRETE BLOCK RETAINING 1 Zo ��' ..SAO ' •. •' , !1 WALL PER STD. DWG. 812 ZM.S30.0' CONCRETE BLOCK RETAINING EXIST (EX15T/NG) ��'''•.••• �p b •''• WALL PER STD. DWG. 812 a 2' �, 0 I( .•• =1 t Cup A i _01; E1tIMNt; 81 //. 22 83 Zn v ti e7 wwn ; _ WOOD MI-Ir ZJ.o' EXISTING PRIVATE PE=97.2 '� 9 o t 0 2F ^ /. WOOD FENCE $S N - -� 0�''. f�' 32 PE=97.0 <9�y �o' a° �..�.......•,- - �a1 .... f� •i+` •oc 20 • f '" f•� f \ E !►cafe tet r • � 1 (94 go •w 'V y. . � -,:;:•Js.. n 1 10. o S 4 / rF q� 4 ti •o' .�• 'o' (y� _ E+ 1y ; : :\ .Ge\s•: .z.l y. f a 6 82 / 1 W IIJJ ` ^ p1 'sl 1 �? 1 '' / b �' % t 1 t �►� �� ~ 1� t �7f/ •96.9• •'� R UrrN) ` i0 1. v 1: �,�n F6 •rr/o' ••c.e. :rar 2 ( 1 0,/, f� _ o '�' • «s PE 6.5 '� ` :;;'a' :' �. • � q1�F� 9��s hb OU w r?`''» `. '' 81 Q,o-0.8 EXISTING PRIVATE CE ' � LL c � rt .•" ".t.: :.r ,•'' , ,�-0 28 '°1 •;�, A �T . � � � 83 �1 y9 � .c N�OOD FEX t * 1 �b y • ,� 1 �� 1 of t"s r EXISTING SIDEWALK w 9" s% 914' O • O PE=6.6 �!t 2 ..>r****• R'"•s •, ✓. ::jCc• o •; 5-30�• ' M 81 t�'D p y` F`l g1 pF ESS >�a 3 •°• '! i '►�,��- "!''•• 9� v i f.�ih �'1 o EXISTING PRIVATE 9 ,-� q.l� ` O anq� CIIAIV15ECI GREENBELT GRADES by EATEC 5//d�B9 WOOD PENCE / EXIST �8E t0 Fo. l� r U CONff�UCT END F f►. f p CURB rr sfoNE swOcE To c cis 8G !• •, Y �� '�Z Clfi Y �+ urt • s, '" '"`"'•`•. �•s �, W#TTS �- - m �d Co ROBERT P.KING DESCRIPTION OF REVISION DATE f Q o B c h .r.:: oil /N , '� _ _ 1 l 3 4 t try r' ?••>rrrsv: •:7��`j 2 - 6 3 F�, .C 041341 �' .. r . to - No ,V •" - M Ca br ge APP R. � *11t: � � •�;•-• . �, �' r` '�� Lry1 , � !y � 6a� � _ See Street Improvement "� s , PE-89.8 0q. 4 CITY OF RANCHO CUCAMONGA y Plans - Tract 13558 J4� EXPIRES Note: -_ - - - - - b fQ�::: tial 'MAW 28 B8 EXisting structures or wafts not built according to plan wftl be removed and replaced. Jlq�V�� 26.0 lF OF CAI�� j , 93.77 83 BZSDQ` 31.0, S dein alk Plans for W Note. ' R �� ••• ~� q,� �1 c �a0 Sidewalk layout is conceptual only. Approval of final sidewalk layout shall -itPE=a9.7 0� XISTING PRIVATE WOOD FENCE f �� }� Construction Notes: be made in the field and adjusted as necessary to meet field conditions as Note: wood fencing es be installed I ry along lot lines adjacent to PM 9192 Greenbelts approved by public works inspector and project planner prior to final greenbelt per landscape EXISTING SIDEWALK Z�S' O9 Meandering SidewaW per Std. Dwg. No. 304(moolr/Eo) construction. architect plans . Cez�c rc,) P Under Sidewalk Drain Per Std. Dw No. 507 E � � _ ® 9• � APF'RC�VED 1Y / DATE VIA Modified to 2'Width ` streettim improvementPlanW � � Mt Gunnison Court ��:'. � � Note: .� ,•., p CITY ENGINEER � � .0 E. 1�Z See Street Improvement ® Flock down drain per Detail a (See Sheet 6') Vertical curves shall be field fit to eliminate sidewalk grade breaks to the tracts . DESIGN RE CaMfi�E ND[ U \` satisfaction of the Ci Engineer. F/F/ArAcconsultants, Plans - Tract 13558 per Detafl W(See Sheet 6� tY 9 �s Stone Swale mc.S. Concrete mow strip per Detail X(See Sheetc DRAWN 155 E Cooley D.ive.Colton, California 92324 SHE11 tr concrete drainage barrier per Detall Y(See Sheet Sy Note: -� (7 14) $2 5-2 12 7 a Top of slope curbing per Detail Z(See Sheet ` s !e Erosion control fabric to be installed on all slopes greater than 3:1. See CHECKED R.C.E. NO. eofl,"W Dom►W I N G NO. - - landscape plans for details. - DATE 1,1,YB9 FILE NO. lip Q `� _... F1. ., ,.� 9VZ 91►3 41.Y Qt� I 91.7- e• . e• ,.aI1 �. OATI Reuse Date '\ 3 o EXIST CURfi � EXISTING SIDEWALK 81 �--= si See Street Improvement See Street Improvement Plans - Tract 12940 Plans - Tract 12940 3/.zy/89 si LOT 'C' TRACT 12940 CONCRETE BLocic RETAINING DEDICATED TO THE CITY WALL PER STD. DWG. 812 ! r �_ OF RANCHO CUCAMONGA FOR 6 .o '• PUBLIC RIGHT-OF-WAY. Etc/ST �jS•j•jXQ �j�� WOOD 03'6 83 CONCRETE BLOCK RETAININ CURB WALL PER STD. DWG. 812 EXISTING SIDEWALK �- See Stleet Improvement 'J (EX/STiy6) 9 Plans - Tract 12942 � �°P so � "ill- PE=56.7 acISTIlfG PRIVATE nooD PEt�cE �° `�- EXISTING PRIVATE 5' WOOD FENCE -- EXIST yio •. .1.61 - •_ a PE=43.6 Z10 ,300 Bo. 1 f F 1 �• 1 PE =43. D 43. EXISTING PRIVATE a�0�'h J ! `►Ib'� r Z EXISTING SIDEWALK a► ^ v �� uor� `O ''• WOOD FENCE o v CEX/ST/ 6 k rRrwrwrw�ww� w+ 5. ;s. , N ) 1 > 0 80 CONCRETE BLOCK RETAINING / WALL PER STD. DWG. 812 1.1 fE 'ti� Z ppb ,r ` ' ,7 u a} \ •` •y • ,� 1 \ Sly 39,9 39,G Zipp yL n "1 00.1 - ✓�� J+ � i � .�� fit;:•' y0.0 ......... .. •��• \ h•�: :•r,v � � V nISTING PRIVATE �' / : ��•• ,��' w o :t;.•., - �.:_t ';v�"` H WOOD PENCE ; (� ! .I• %• o�/ 5 i �/,.,•. - -_ `�Z:i •�` •o` _ ::5. :>�'�^ Ss 7 Q 81 38 0 f 9,S r ^ ti M 1� ` \o• c 3Cgc PE=34.6 �� •o SCE p 0 �� 37./ •'... .T:/ •i o 3?•� /: �� dpo ,q,5 �6 ' •a•'• �'1 SL t EXISTING N •.- � ,�,� \ . • 1�' 2 2 sE v Qj ♦y ! --•.38.3 �.��v E X39 125 � ^ �I •••t��•h � �� •'• , M1�y6�1'( �?tea 2 h SIDEWALK Q R1 <3 •c 2 �r - ^ .w h 1N f "'9 ✓ \ h / 107 .21 -. 4 s �'-'w � M 36.8 ��,• C3 3 Z d .::j;�. 3� .\? -c�T� oma' .• � F��ry ;; •• � y�rw�- 3 0, ``: '3 :, � ': � oQ , H� -.-.;:: ::::::v. •:B•o% `o. ,bw/Y ,�� ->S i _o• c�0 TF - . . �� • :;:• a -3� - 9l sXISTING PRIV TE � �I u, ` 10 •b 35• XISTING PRIVAT WOOD FENCE 9 111' r. 10 w ' ' 28 WOOD FENCE 6 0 I 3Y• PE=34.6 �` 3 .0 PE=35.9 85 0 3� 3F � XI5T �0 Z� o TZ� 19 Cu RB X� '! �•, :EXZgVAS �5 p 1 EXISTING 3 83 1 SIDEWALK �as.o �' •� N s. ='.�9.7 E F 2 .o' �o 5 .w � , EXISTIItG PRIVATE .. i PE-34.4 �: ��i � 7 �o s- , IFT , WOOD FENCE - - \ 0 3 y 72 �. 0 ' ^� o f S 3�•p 3 5• 80 L F Z i� Ey °3 is Ca ,� Zq.5 12 81 Mt. Los, Court t .. _ . .. - PE=32. o Cis �'�, �` `- 'r•r.�. EXISTING SIDEWALK See Street Improvement 91 � {� ,� Z4Z k \� (r� CONCRETE BLOCK RETAINING Plans - Tract 13560 ,� ti 1 �s.s ` WALL PER STD. DWG. 812 PE=31.7 C�>fis /�v EX/sT CONCRETE BLOCK RETAINING 81 �� Fv 3� �JJ CURB 14 WALL PER STD. DWG. 812 0 � a�a� J. Mt. Bend Place 15 PE=30.8 See Street Improvement Plans - Tract 13563 See Street Improvement Plans - Tract 12937 EXIST LOT 'B' TRACT 12937 4 CGRev See Street Improvement LOT 'A' TRACT 12937 ILO Plans - Tract 12937 DEDICATED TO THE CITY DEDICATED TO THE CITT n �� EXISTING SIDEWALK OF RANCHO CUCAMONGA � / f4� /�i nn FOR LANDSCAPE PURPOSES ` , L1VUleo 0 0^ �Oo a OF RANCHO CUCAMORPO �1 FOR LANDSCAPE PURPOSES. i � i Exis T �'� Tyl CEJc/5T/NC) 81 /.7 0 30 0 CONCRETE BLOCK RETAINING f 81 CU1j� r■ 20� zxrsTtwc PRIVAT! WOOD FENCE �� '1�� WALL PER STD. DWG. 812 � ,�I 5 � � stole feet I. 1 1 • �►. _ � A EXISTING PRIVATE WOOD FENCE EXISTING 4_..r �.•- ' SIDEWALK 9.0 h �a t�' 83 PE=30.9 17 81 "< •A" `"`'�'" `6'a ` \ ,/� F \ 83 EXISTING PRIVATE WOOD FENCE 30.33 ~ QUCT ENO OF \h t 83 ~ o swA� ro Dips 'o ScoPE o 8 �N: w�r a to ORA �: _ .r;{f••}•• � � J,toiE •'� � � 0 c 80 �, ' 4 a. 56,0 -`/ �' = �� <J- 0 �' •� ! o �sCON5rRUCT D h +, Boe 11 l St•/ �d - h • • ry OF 5WMLE DIQEC\ �► e\p ti OIE - 3 �' +:. �!`• 1 z 7� \ '•.•,., WXTER. TO ORAA `V 8 EXi ''`�° � 7Pi�ilrjr � L' � `,., moo' ::•:G.'•;/•. O 2:/ •'�,• J!T �' � � � • O F $-1y!•,• --- .� -'-►e- •. ••3 0 - '`•� �! SLOIF '•''•n.'�;A,.,�_ •• Cu Rs s� sPE F W - 'i' $ �'9 e 1 Oi '' 73 Nr •• �3.1SF5CF5 1•` 6 I Y qio 80 81 - • e o, � tib ` s ,. ,•, S �k ^^1�' 1 1 3,09 f� r�r o • -s'ay n =61.0 Z'�:S' a �• ')'• �� Jai F Q REVISE UNDER SIDEYYALK D2MAI LOCAT)OA/ PER• ENTEC. EXISTING PRIVATE ti �. ti•:: •:: •N ti F s 6/ L/ pde WOOD FENCE •fo i� I 7/ 80 •� �3 b yo•• �•• 1� - A X�sr 7-13- _ EXISTING SIDEWALK �'4 ,� /•- •. EXIST 3y s' - ` �Si r -_ _ oaf T' �r •�* CURB EXISTING SIDEWALK yso' � �h\y,�. DESCRIPTION O REVISION DATE APPR. W F,C 4 ' i Note: EXIST ,5ti� �� , , 81 Culla �� f, CUCAMONGA 0 5-761 Existing structures or walls not bulft according to plan wMl be removed ti� Izo 83 ' ` / ilk one S �r /e ��`�� too � rc•� • / See Backbone Street Plans 9 U;fi e i �o� (5-711 F�) and replaced. _a Z .z5-.D. = PM 919 2 Alit. Lov�ein Court Mt. Sterling Court Nw \ ASO' .'l W See Street Improvement Mote: See Street Improvement /9.°' SjtO"t ��k Peng Cpl' EX15r t s:- Sidewalk layout is conceptual only. Approval of final sidewalk layout shall plans - Tract 13560 s Plans - Tract 13560 Con ruction Notes be made in the field and adjusted as necessary to meet field conditions as PE=76.0 PM 9192 areenbettg Z I- F's Ii W approved by public works inspector and project planner prior to final ��. ytv iE M x*-,,1, Sfdel per Std, Dwg. No. 304 60at"e7t v) construction. % / WOODPENCEIN s RpfESSipN L �`4 4� , Un�r Side+rvaMc Drain Per Std. Dwg. No. 507 so W fModMnd to r Width) Note: .?�' n DATE 11-2, �� CITY ENGINEER C E ' 7 Roctc dawn drain per Detail Q (See Sheet Vertical curves shalt be field fit to eliminate sidewalk grade breaks to the ROBERT P. KING , Note: Wood fencing to be installed s. >«. satisfaction of the City Engineer. cc No.C 041341 along lot lines adjacent to DESIGN RE COM,K'F NDE U Stone Swale per Detail W(See Sheet 6) greenbelt per landscape Rn a mow Detail X(See Sheet r 0 t/ architect plans . f#*rfcconsultants, inc. 10i, t J:. Concrete �Pte' 6) , EXPIRES N'concrete6raina barrier Deta�tY See Sheet 1111ote. � Dk/!.t�E'N 1365E cooler Drive.Colton, California 92321 SkEEl . ` ( CPCIVIL �Q, (�!; Indicates construction per (>>.) •z5--2 127 4 - s Top d slope curbing per Detail Z(See Sheet 6) Erosion control fabric to be installed on all slopes greater than 3:1. SeeqjE�---O��' street improvement plan for . . o= . landscape plans for details. OF CALIF tracts . CHECKED R.C.E. NO. L J DATE FILE NO. •. $ 9 30 L �. 61 9� 9V 9 961 UATI RPse Date 01101 s E�a�89 See Street Improvement �-- Plans - Tract 13561 See Street Improvement Mt. Sterling Court ------� Plans - Tract 13561 - ----- -- Mt. [..risen Court Ex,sr Vintage Drive cuQD see Backhone Street Plans C PM 9192 B!E STRELrT PLAN'S TRACT 13561 !OR DRAINAGE STRUCTURE DESIGN. TOP EXIST Q OF STRUCTURE UTILIZED AS SIDE- Q WALK PER DETAIL E (SHEET 1) . EXISTING SIDEWALK IEXIST CURB EXISTING SIDEWALK ` ExlST s / ,W. rE—_40.9 /. ' .. . A. 34 z cURB I PE49.0 1 � )QZSTIXG • - PRIVATE WOOD FENCE ,Ey a�� SEE STREET PLANS TRACT 13561 FOR PE-49.0 • �< 10 DRAINAGE STRUCTURE DESIGN. TOP e / _ ' CONCRETE BLOCK RETAINING OF STRUCTURE UTILIZED AS SIDE {' 1 T EXISTING f. WALL PER STD. DWG. 812 ("5774%) o 5 ` WALK PER DETAIL E SHEET 1 . _ ( ) �S (' PRIVATE WOOD FENCE Netherlands Vlew > , r IBTIN{3 A5' it R I VATF WOOD FENCE so Loop CONCRETE BLOCK RETAINING See Backbone Street Plaes I Ott +� F ALL PER DETAIL F(EXlSTiNG) l�M�`S fs � PM 9192 SLo/E �5fi�� f�' s� PE=40.8 4' ��/�X90 \ G p f E{j6f • ,�,.w s ;3 '-:• ,:.:.,\ �L —— —— — 80 f �. �y T 81 ��`�f ,�,. •0�'F� C 3°IN o- 33 �1 I 1Q10 �. oo ��.` I \ •............. �yB , •Ig 83 EXISTING \ z•oPE 9 .,+,•■.:.. •y� �; . ... 9B to �f'a L _l :+!t!!+ ;. f.'•' _.. ^ — ", '.•\ PRIVATE WOOD FENCE S 5� \ r q 11�3S F.c.) '`'b •► � 1;t ��, f• -�'.•:•:::•' 7 9 l+ .�'1'►•••.. �o •.� Fb 1 r •o .� � �t � `1 \y1f v •� 5 F �ifs SLOPE •36_0 'h E� •:::.; o: ` 3 4 �J h� ]<XISTIKt� i3 or 3�' 0 �� 1=i3 �9 •t41 •'I' . PRIVATE WOOD FENCE o •.•o�'I' Q)� — / ` :21/6 s Q.. z•oPE . 10 v� IBTIiiB �,fl•��'�' .v 'Y/ •o' h 3Y S, (Jo f " h S[ 105,00y)os� PRIVATE 5 .:•. ... •3s o �4. . :::::: NIM SI L• It ,, - •- is _ WOOD FENCE I 28 �� .�. `—..::..:.:::::::•:. ... .... _ U it 34.3W f — �. I � �� ' '0 5 f r•- �' r. Ill' Or 9 8¢ %_i 9z• :•:::'`':::�• 1p EXISTING Fr 3yC PRIVATE I PRIVATE 39.0 1 !3 �� •! }�1 TRh WOOD FENCE 5 I WOOD FENCE h�6� ��, 7) 83 F1 ' -, S ' 83 z`. ley a� Z7 s z70 a ' `FY fE=�.S 26 0' I CkRB a4, ^ it ` I PE=47.1 / CONCRETE BLOCK RETAINING EXISTING SIDEWALK M 3 ,�� 1 WALL PER STD. DWG. 812 L EXISTING SIDEWALK (EK/sTiq'G) L 10 CONCRETE BLOCK RETAINING • Royal Court WALL PER STD. DWG. 812 WALL PER STD. DWG. 812 BLOCK RETAINING � EX15T � �'= PE=36.7 (EwSee Street Improvement provement MALL PER LEX/ST/NG? CURB Plans - Tract 13562 Mt. Everett Court See Street Improvement Plans - Tract 13562 t 00 M~ Nall I I Ti f- ~OV 'N 0 u � • W F N 20 0 20 40 � 3 1 = 20 scale feet DESCRIPTION OF REVISION DATE Cil"i /►rPR. Ras CITY OF RANCHO CUCAMONGA > Note: _ sof s Exerting structures or wafts not built a cmdfrtg to plan wIM be removed and replaced. 1 It 2 Sfde"lir Plans for _ . Nate. � amu• • B Con�`tr cftn Notes. Sidewalk Wyout fa al Approval of final sidewalk layout shah aY Pl�l 1 2 ren to � 9 9 � e � Its • �.��W be made in the field and adjusted as necessary to meet field conditions as pFESSIpx, e e ��per ate, per. No. 304 6vo p,Fiev) approved by public works inspector and project planner prior to final ��0QR ;A!F t e Lhidw Sklo-walk Drain Per&d.Dwg. No. S07 construction. ,`4, yCi €. W ';sola y = A'l:; ' �1 EO S - DATE s� o i � � ROBERT P. KIM W � �Nodllled to r Wklfh) '� CITY ENGINEER - - - R.0 E. 7 o: it _ Note. Note: Woad fencing to be installed N C 041341 ... . . _,_ . . E � ' � AOCk down drain per Detail d �Sheet� Vertical curves shall be field ft to eliminate sidewalk grade breaks to the along lot lines adjacent to DEIGN1&/_WkrCC RE COWi!f NDE [) > � stone DetaM w Sheet 413101 9 P� !� h greenbelt per landscape � satisfaction of the C' Engineer. g P P � EX �Y 9 1 n inc. oeRn architect plans .w Concretr. naw Detail X Meet p on s u t a t s, c i= P P� CIVIL E \� D� �� 196f1 E Cooley Drwe•Colton, Californiafi?521 '� . Jl SFtEE. qlF 0� (T 1u s?fs-?1?i r°0�e��t�rrfer��Y�e�� , Indicates construction per � `V—� Note. ,_, P of A��F �. Top of slope a(rbing per De A Z(See Sheet a street improvement Plan for It! s"> P g tracts . CKE CkF 1� L [� " , € ) r _ o Erosion control fabric to be Installed on all slopes realer than 3:1. See R.C.E. M0. i •• r a�!If � landscape plans for details. p I e DATE �`� FILE NO. / '� Y DRAWING NO T CONTROL NO 4-170 Y V OVERL AY NO y70 n• DA 1, B. UAIf By DATE Release Date TOP OF STRUCTURE TO BE P/L //<1 P/L FINISHED PER SIDEWALK f 'cv. PER REQUIREMENTS PL RN WOOD FENCING PER LANDSCAPE �,�1GA'19If ARCHITECT PLANS. / P/L 3� 9 04 ! 12' C.C. /3 ! 6• C.C. 3 X 3 ms's. �s 4' P L 23'y. T 2' CLR--� �«- a SIDEWALK CONST. ?► '4r PROFILE JOINT WIDTH •.p lb- 18 pE=19.1 _ VARIES �Z� /• PE-34.8 1• CLR L L 3.S' - 4.5' �• EXIST. T �3� 3�-'1 � SPLASH Pao PE-35.4 �- 2:1 SLOPE P/L DIRECTS MATER 5 TO SHALE --�6" 6•�-------�6•�--- 3• P.C.C. (MIN) SASE M sPUSN i�- EXISTING 2• 5' � P/L 3• 3' 500-C-2500 (MIN) _ PAD ELEV. CONCRETE BLOCK RETAINING N � •i� HOW E�IS7/N6 COXD/T/DN� 3 WALL PER STD. DWG. 812. o �' EXIST. �' 4• s N 2:1 SLOPE * �- --- ^' b g' 8.4 EXIST. �' pr-11.4 DETAIL E SPLASH PAD LENGTH - 4• EXISTING titiy 4 PE 2 .2:1 SLOPE o ° PER STDCONCRET. BLOCK 8R2TAINING WALL PE= 8.3 EXISTING 'Y(OO 11 Oq. 4 e •- CONCRETE BLOCK RETAINING �x 2;1 SLOPE 2 2:1 SLOPE CONCRETE DRAINAGE STRUCTURE ►8 18 2 EXIST. x r. EXIST. SCALE 3/8" = 1' WALL PER STD. DWG. 812. 2 i' 2' 5' 12`1 SECTION K K 212tP7 SCALE 1"=10' HORIZ. `•_'o• EMR RocaSCALE 1"=5' VERT. SECTION L-L�• MIN. EMBEDMENT IN P.C.C. SECTION M-M Z#41 SCALE 1"=10' HORIZ. r 8 SOOPCC.C. (NIMH)BASE SCALE 1"=10' HORIZ. SCALE 1"=5' VERT. SCALE 1"=5' VERT. DETAIL G TOP AND ROCK DOWN DRAIN AND !/L P/L -- BOTTOM (CONT. ) SPLASH PAD P/L3.48' 5.6' 2' CLR. N.T.S. P/L _ 9' 9' 4.64' 10' #4 ! 24. O/C P/L P/L o FULLY GROUTED 23 1• HOOD FENCING PER 5' • EXIST. LANDSCAPE ARCHITECT PE-43.6 i PE-40.8 1 CONCRETE BLOCK 2:1 SLOPE PLANS. +, PE=5 6.8 ;P �. �. vEXIST. 0 4 ' - 2 CU. FT./LIN. FT. EXIST. `G e• 8 3/4" CRUSHED ROCK 2:1 4• �• 4• ! "� ! • :°°� 2 - #4 {CONT. ) O 0 SLOPE EXIST. •o o ' 0.25 2:1 SLOPE Iy •eo �� EXISTING q'. CONCRETE BLOCK RETAINING at 0 1 2 5 4• EXIST.1PE=36.7 • N . . . I, ti WALL PER STD. DWG. 812. }�- 9 5, SLOPE �6 q0 1' 2' 5' .� EXIST. 2, 5' 3' 3.5 EXIST. bq. ?/• 0,� " 2" CLR. 2:1 SLOPE 6 2:1 SLOPE q1' EXIST. t ; . PE=34.4 EXISTING 2:1 SLOPE U EXISTING P/L CONCRETE BLOCK RETAINING WALL WOOD FENCING PER LANDSCAPE 5' 2• SB En CONCRETE BLOCK RETAINING PER STD. DWG. 812. .1► •QsI 8" WALL PER STD. DWG. 812. I ARCHITECT PLANS. 1.5' 1.5' •� SECTION S-S 3' - o' 00• SCALE 1"=10' HORIZ. ti44o 4' SECTION O-O SCALE 1"=5' VERT. (5NOW5 LA15T/XG WNDIT/ON) t% ��4.• ��_ DETAIL F O.Zs, �o• ^ SCALE 1 10, HORIZ. SECTION R-R ]1NDBCONTCENTERED RETAINING WALL '�^• SCALE 1 -5 VERT. SCALE 1" = 10' HORIZ. IUS N.T.S. EXIS SCALE 1" = 5' VERT. 1/2(T P.) •5' 2:1 PE-39.7 SLOPE GROUND COVER AND P/Lk0O OR SHRUB AREA TURF AREA 4CONCRETE BLOCK RETAINING 5'-0- 18' 6" 12' WALL PER STD. DWG. 812. MORTARED STONE SWALE FLUSH 2• 101 'ft '' �'�1• 6" 6" 1/2" RADIUS WITH SIDEWALK EDGE. . • (TYP. ) SECTION N-N (STONE TO BE APPROVED BY � SCALE 1"=10' HORIZ. � COMMUNITY SERVICES DEPT. ) USE� - SCALE 1"=5' VERT. Lwow 2 NOTE: USE 2' TICAMS?Idll FRen9 r _ F.G. 1_L� g4L y• F.G. g• STRIP Ta TOP OF SLOPE Ck7Z)5/#& ' OR CONCRE i E OR�/JV�bE �A�P?�F.P _EXISTING _ 4" NOTE: m O z �R P/L / ALL CONCRETE 500-C-2500 (MIN). W SURFACE W •: Uj TROWEL FINISH ALL EXPOSED CONCRETE. V) ~~ `' • PERNSTDINOWGID SIDEWALK 4" (MIN) CONCRETE CURB NOWSTRIPS SHALL BE USED BETWEEN ALL GROUNDCOVER/SHRUBS Z j w 19 AND TURF AREAS, WHEREVER TURF ABUTS WALLS, AND WHEREVER WITH -2 BAR, PUBLIC MAINTENANCE ABUTS PRIVATE MAINTENANCE. m =m #3 BAR COST ' WOOD FENCING PER 500-C-25BA (MIN) z �z w , Z S o 5 Q LANDSCAPE ARCHITECT < W rx W� . .''' z PLANS. DETAIL X 81 N x a O H (n W � , m S S x 1 W o F NOTE: ALL CONCRETE 500-C-2500 (MIN. ) , • gyres ! 5' DETAIL W ® CONCRETE MOW STRIP Z z z'n> TROWELL FINISH TOP 12" OF �'C .s A • 4• N.T.S. < =m CONCRETE . �' ! Lop •�, o STONE SWALE o q " ' W O Q w '�. - U -_ > �+,. SCALE 1 - 2 � U ' ITION FQo�t Z% z•. I•• O �-j a A►OTE: ILSE Z TRA/VS "L W w <-A TOP OF SLOPE C(42AING TO P/L y�+ MOW 57r/r PE-12.5 EXIST. � � m 2:1 SLOPE (MAX) ° Z W Z s~ DETAIL Z g3 P/L _ = oa = PLL�2 2_ 5 4' < z U'jm=Q TOP OF SLOPE CURBING Z -o z N.T.S. EXISTING QfESSI y z CONCRETE BLOCK RETAINING WALL #3 BAR CONT. �R O��/F uaWc3o PER STD. DWG. 812. N y �� o� PE=06.5 ROBERT P. KING , No. C 041341 DESCRIPTION OF REVISION DATE CITY _-_ R.1/2' RADIUS o _ SECTION Q-Q PIRES • CITY OF RANCHO CUCAMONGA CIVIL =>=om SCALE 1" = 10' HORIZ. M �fq�� W SCALE 1" = 5' VERT. 1F�F CAI�Fa� �==LL Sidewalk Plans for F.S. • F.S. AF H U<t U W W n w f W Construction Notes: , PM 9192 Greenbelts Z U=`UO�u�. .• • tp t Q Q Q= U o >d Meandering Sidewalk per Std. Dwg. No. 304 (mOOIFIFO . 0 � Gr Usxu• � . O f r r Rock down drain per Detail G (See Sheet 6) Detail Sheet Note. DRAINAGE SWALE NOTE: It F Stone Swale per Detail W(See Sheet 6) 6" APPROVED BY DATE N=ox H o Erosion control fabric to be ALL CONCRETE 500-C-2500 (MIN) . Z `LL¢o�LL CITY ENGINEER R.0 E. 22397 o ®1 Concrete mow strip per Detail X (See Sheet 6) NOTE: 315E 2 tQ�A'S/TbA/ l�keAJ 6"concrete drainage barrier r Detail Y See Sheet 6) installed on all slopes greater o U g ( CONCRETE D214I11fV*E TROWEL FINISH ALL EXPOSED CONCRETE. DESIGN - - - RECOMMENDED ® Top of slope curbing per Detail Z (See Sheet 6) than 3:1 . See landscape plans BAaaIEQ To mow creep RJS for details. SHEETS THRU =__ _ _ = consultants, inc. u' c000�cxi F =a W W WO a OF T#15 SET. DRAWN 1355 E. Cooley Drive.Colton, California 92324 SHEET _ �gwiz3o CDETAILY �00000C' a O �M-SAS (7 14) 925-2127 CONCRETE DRAINAGE BARRIER R of �{� CHECKED R.C.E. NO. C X34 DRAWING N0. CL- UrJLO' Q N.T.S. DATE FILE NO. M9.5 URAVJIN6 NO T� C,ONTROt NO Y71OVERLAY NO q7l tl• ;iAII y. DAII yY DATE Release Date y/zz 89 P/L � 1 16 . 6' 16 .4 P/L P L P/L 9' 11' 15 . 5' P/L 8' 17 ' / l g P/L -- � PE=12.4 P/L ° 17 .5' 10' 4b 4� G EXISTING P/L ,�5 A ti 9 'G, 2 : 1 SLOPE PE=97 .2 Z,� t ti 10A EXISTING r— 2: 1 SLOPE PE=34 . 6 y 83 G PE=79.2 PE=6.6 ti 2E 51 ^b. 0 2' 5 ' 2' PE=31.7 Off`• 0aD � EXISTING EXISTING CONCRETE 'tom• s�G • �� 1 2►/, 2• '°' EXISTING CONCRETE LOCK RETAINING - H - 2 : 1 �n PE 75 . 5 SLOPE EXISTING L K RETAINING B OC R NG WALL PER STD DWG 812 m. PE=89 .8 2 : 1 SLOPE 2' 51 EXISTING WALL PER STD DWG 812 5 2, 1 2 : 1 SLOPE 82 Section AA-AA Section BB-BB Section CC-CC Section DD-DD Scale: 1" = 10' Horiz Scale: 1" = 10' Horiz. Scale: 1" = 10' Horiz. Scale: 1" = 10' Horiz. 1 — 5 Vera. 1" = 5 Vert. 1 u —— 5 Vert. — 1M — 5 Vert. Wo. rn Z�IW W W1—= J W N H 3 �O Q H2 x Vf KW V 2 Z SWS1 N W K W C W S d 2LLJ ~ O t^ Z 2 2 w < sC �WV' m = Wp<LL' Uac ,Lx> v m N_ i �< W ZZ m W O r _ Q'S 0N� W W O m P < Z NW rJ F' =o2 d N{yh tUjV1 C OQRpfESSIOA, DESCRIPTION OF REVISION DATE CITY APPR. � ROBERT P. KING CITY OF RANCHO CUCAMONGA a , � _z o¢= »oma J °C No. C 041341 d=z LL y 0 W h o W W o EXPIRES ANOP Sidewalk Plans for CIVIL � PM 9192 Greenbelts =oW Of CAI.��° t N z O o� Construction Notes: WDetail Sheet fn O W ig 3 I V = t U¢O `¢ Meandering Sidewalk per Std. . No. 304(/MonrFiE� Note: APPROVED BY � DATE �o ` o O p � W x Rock down drain r Detail a See Sheet Erosion c CITY ENGINEER R.0 E. 22397 control fabric to be 0 installed on all slopes greater _ _ _ Stone Swale per Detail W(See Sheet 6� DESIGN =_ _—— — R E COMM' NDE D RJS - -_- --_- - ¢Y ¢ K - - " ¢ 1 Concrete mow strip r Detail X See Sheet than 3:1 . See landscape plans -- consultants, inc. W _= F' tr concrete drainage barrier r Detail Y See Sheet DRAWN 1355 E. Cooley Drive.Colton, California 92324 a: a 9 per ( SHEE1 ¢=-¢ - ® for details. SHEETS TNRu Z o o y=_;o W T of slope curbing r Detail Z See Sheet (7 14) 825-2127 = o= op Pe 9 Pe 0 0 OF T///S SET, LM SAS R.C.E. N0. � 7 OF 4 CL_ ��LE C-0 yQJxULL CHECKED C 34 DRAV1��9� DATE '//ZZfP'I FILE NO. //