Loading...
HomeMy WebLinkAbout788 GENERAL NOTES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONST- STREET IMPROVEMENT PLANS BUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE 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 RIGHT-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 FOR COST TO THE CITY OF RANCHO CUCAMONGA. S. ANY CON'TKAGIDR PEKFOPMIWGr WORK ON THIS PRO ECT SHALL FAMILIARIZE HIMSELF WITH THE SITE ANO SHALL Esc SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIKEGTLY OR INDIRECTLY FRONT HIS OPERATIONS, V'IHETiER OR NOT SUCH _ FAG ILtTIE5 A`E SHOWN ON THESE PLANS . NILY. ON 51Y. R(W 1 r IMPROVEMENTS 5' A PERMIT SHALL BE OBTAINED FROM THE CIT" OF RANCHO CUGAMONGA ENGINEERING pEPAR.TMENT PRIOR TO ANY ENCRO,IGHM'_NT OR CONSTRUCTION WITH GITY OF RANCHO W. r 18 ' GUGR WA AMONGA EASFMFNT ORIGHT-OF- `( 0.5 0•5' 0.5, 2.5' 0.5 ' G1T Y OF RANCHO CUCAMONGA EXISTING GONSTRU TION ZFUTURE GTIO , u x S. ALL GRADE 5TAKE5 SHALL M SET F3Y THE CONTRACTOR OR ENGINEER• PAVING STAKES 8y 5HALL f5E 5ET AT ALL HINGE POINT✓ EIDE OF PAVEMENT POINITS NITHW 0.01 FOOT •3�r' w �� " OF SUES-GRADE ELEVATION AND AT r OT MO1ZE THAN 50 FOOT (t1TEKVALS. ADDITIONAL . '. PAVING 5TRKE6 MAY 13E KEQUIKE,D P.SY GITY BEV ENCfZ INEEAS CJEIJ NEEAT WAKPEQ OR, 0.44' E°— --' YEKTtGAL GU(ZVE AREA-5 . TYPICAL SECTION - _ _CONSTRUCTION NOTES / ESTIMATE OF QUANTITIES ALDER STREET (EXISTING — NO. ITEM QUANTITY \ -�. IN'SS. Ia—GON3'J'RUGT 3" A.G. OVER 0" A . S . 48,000 S.F- 2�—CONSTRUCT 8" PO.0 . GUIZ5 & GUTTER PER SM 305 2800 L.F. 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR WILYRIIN 60 , ir'LY .R W • —0"T1eUGT P•G•G. ro[C)EWALK. PER ✓TD• 310 bt 311 10,(550 6.f. CROSSINGS SHALL DE CONSTRUCTED PRIOR TO PAVI ��G. 30 w @--00f4eTKU0T 10E1,15ICCENTIAL DKIVE ArrmAGH PER fvTJ. 305 6900 e.f. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE P- RFORMED AT NO COST TO THE CITY 10 2 @__00NfTrU0T A.G• FEATHEIZGPI(o 7200 15 F. OF RANCHO CUCAMONGA . A WRITTEN RE' ORT WITH TtlrSE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER• FOF APPPf)VAL PRTOR TO THE PLACEMENT OF BASE O--fZEMOVE Ex(STING PSAlzIziGP+OE PEIz STD, 444 Z EA MATERIALS AND/OR SURFACING. EX15 INC GONSTizUGT N }- &—Ac)jucoT MANHOLE TO CRAPE &. ROTATE GONE OUT OF GUTTER. ( EA • 8 • AT THE COMPLETION OF PAVING,A MATF-91AL5 l<EroKT SHALL SE VJF3MITTF-0 TO THE GIT1C �� ENGINEEK. LISTING ALL TESTS OK 0ETEKMINArIONS GOMPLETE(J To VEt�IFY flTAPS(LITY 1 8a—f'EMOVE E.xISTING 8 A.G . OXE 580 L.F. OIL CONTENT ANO G2ACATION OF A5PHAUT PAVING . O—dONSTMOT 510EWALK rAMP PEfe STrJ. 5ro . E EA . I. MOR, TO INSTALLATION OF ANY PAVING, A MATERIALS KEPOR"T SHALL RE %BMITTEO To THE LEVEL 5 LINE GITY ENGINEER- . LISTING ALL TE5T5 OR OETE.KMINATIONS GOMPLETEID TO VEZ[n'= K-VALUE, tTT l0 CON13TKUGT UNTJERSItJEWALK• WIN TYPEIL PER,5Tb ..507 Z EA SIEVE RNRL`�515 ANIS 5AN0 EQUIVALENT OF AGGRECtATE t3RSE. 600 L•F, 10 . WHEN IMrKOVE.MFrNTO R<eEPLAGEp ON NATIVE S01L WHICH CONSISTS OF A ROCKY MATERIAL, THE SLIB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH I2 10EMoUE E�CtSTING A.G 750 5.F, PROTRUDE A50VE THE SUB-G \DE AND ALL VOIDS OR DEPRESSIONS STALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. TYPICAL SECTION 115 GONSTcZUGT END STREET PAVE MEt�lT � gRRI2lGADE PER, gTD.4o5 I E� • —BERYL STREET I4 GON5TIZUGT 5TIZEET LIGHTS (5800 LU MENS) ( I Ea . IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, SOILS STERILANT REGIS- TERED BY THE E .P .A. FOR USE UNDER A.C . AND P.C .C . SHALL BE UNIFORMLY APPLIED N.T. S. 15 CONSTRUCT �"f�AFFIG °SIGN PER STD. 401 &40Z .�EA AT THE MANUFACTURER ' S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO T. I.=S IG KEMOVE E1C15TING P.G.G. GK055 CUTTER L.5 PAVING. 11 i<EMOVE EXISTING P. O .O. elPANDKEL L5 IlC. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE 16 REMOVE E1C15TINC� P. G.G. GUR5 32 L.F. OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONST- " A GONSTKUGT 8 .0 . IDWE QO L.F. TRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 20 GONSTRUGT CATCH PAcorJ R, STD N' I PER, 502 (IN=14') THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED 1N THE OTHER ITEMS OF WORK. 2 ' 2I CJONSTKUGT LOCAL DEM-551ON PER OTD •516 CGA*e G� 2Q--- 145TIZUOT W R.G.P . CI500-fJ) 23 GON6TRLIGT f8"' Q.G.P. (2000-D) 13. STREET 51GN5 PER CITY OF RANG HO CUCAMONGA STANDARD NUMBERS 401 AND 402®--GONSTtzUGT 57KIPING kMAKKErS, MR STO 40G L.S. SHAD BE �;JNSTRUCTED AT EACH INTERSECTION . �D'n0.17' .0.0 " /0.0 ;! ,� O.O " , 14, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY LEVE L 'Y LINE�;' '� .t- - .,. . ' FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. r SEE 5TOKIA DRAIN PLAN5 FOR QUANTITIES UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 5 I MINIMUM THICKNESS PER 5T0. 101 Z 2 15• WORK SITE AND EXTERIOR STREET SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORD­ TYPICAL STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST 4 TYPICAL SECTION OF THE INSPECTOR. SPINEL AVE. - PEPPER ST. - LEMONWOOD PL. 4. CONTACT ALL UTILITY COMPANIES A5 IZEQUitZEID,48 HOURS PRIOR TO 0ONSTIzt16TION . N.T. S. T. I.= 5 f BASE LINE i a-j IKOW00Dvc PEEK 5T./ LEMONVW0 PLACE L (tjHEET5) CITY OF RANCHO CUCAMONGA Q Gr. LDEF(, LEGEND / STREET IMPROVEMENT PLANS [✓ACEI- ML TA00 w -� _ �' A .G• FEATHERCAP o TRACT IV84. � z„ . A.G. (�'EMoVaL�PEi°LAGEMENT ® - oc �JJ - z L 5T . EXISTING FACILITIES ---- BENCH MARK : CITY BENCH NO. 26 SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR TRACT 12184 pROP05ECD FACILITIES FD. CHISELED El ON END CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB APPROVED BY : / DATE • -Bs SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY CITY ENGINEER R.C.E. NO. 23889 GONG(ZETE [ CURB ON BASELINE N.W.C. of ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND MOLE D NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR. SHALL DEFEND, IN- DESIGN JOHN G. GOETTEN RECOMMENDED' 5TREET LIGHT l'ROP05E0 * BERYL AVE. 8 BASELINE. DEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, R.A.M. CONSULTING CIVIL ENGINEERS,INC. I3obS.r.,C6,En_ r+eectnq ELEVATION = 1415.556 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EX- 1900-H EJ.A.M. E. WARNER, SANTA ANA CA.92680 V I GT NI I 1 MAP CEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DRAWN: (714) 9.3040 SHEET - I QF 4 50A LE : ("_' 500 CHECKED- RC.E. Na 1 18g DRAWING R.Q.M. OA /02Lg 2 FILE Nt 788 0?_45r-c— /001 V.G PTN OF 159. 78'V G. P.l.= 416.M v P.L=4 21.57 C* p69. Q O. G- vM 7 53 ' CQo.c. ON r E T v 25' 25�� 25 ` 25' dl4 x114 = 4 7�. o L=aa.r� h 0 LEFT OR PV L Y 2 1 TOP OF WE5T GU>QB 1 d Q ,4 1.50 �. °`a V s� � � � iz o a _ �i OO v �J � 110.71 j � N jQQ N t�u N n EZ/577A/(5 6MA10U] O �otot<� m� . � ` �� �c' �� 001 . 420 . W do ncv m�/ `1 Gia lJE ,e>L ToP of o t�- r a�.aG ' �-�' , o J o N �xlsTjNo (TeaUnro� W55T GURB O� Q O ,t� r9 T LY. GURf3 (g°c F) 1� � ' �,t� V o 0 5X15T116 G�POUIVO .1.- 370.3q� � �► A a LEFT 0� PY'LY. 360 o s �T 00°!° 4ZD RIGHT 01� E'LY. Ole ��ciOct �V, .,3 to tz A14 I. L14 �` UJI �� °�°ovaZ 53 . V.G . L6 O ', �'� 0. 0 A ENT O.G. 360 P l 370-47N 5 5 5 v � o�'o�o P N. OF 39.28 VQ m o� a m N�� TOP OF EA5T GUR,B 0 T Ex. TO/O EAST Gu,� PROFILE SCALE o , TIGHT OR ELY, 360 GON5TKUGT/0N NOT55 &COA15TWOT 3" A .G. ovER o'' A• S. a-GON5TI000T 3"P.G,G.6UPf3 BIND Gl1TTE1z 1 Eye 57.0. 303 5GALE.• l#,40 ' a•-�1517ZUG]" P (5.0, 5/,(�Wf{LK PER 5T/J. 3/0 @4 -_-00&1657�10T RE5/I,LN77ftL /J,PIVE f1PPROfIJSR STD. W5'-CoNSTRUcT A,G. FEATHEPCA' to a-IPEWVE W5TIA1G OArllq l70ADE ®-- r UN0E9V0EWALK 07AW PER 6TO- 507; L=15' v I 2 3 4 5 6 7 - - 8 e-��-6ov6nlRuor STKEET L/GHTS (5600 L I " `` V 14 6 0 L=3750 , 30 96�lil L 21.71 50.31 ' 67 QO' G8.G!7 ' G: 18 3 �s f, \ •t ; \ ~o p MIN 5 Co L H fo _ - t i 7 5 fib. j ENTF� S' G L 50.72 L.-22.72 47. 31 x-170.00 l� 68.00 �=Z6. 3 G �S 2272 L=36.53 to L �1•85 �; Q � u 32 31 30 29 28 27 26 ___ 25 CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS �z PLAN AND PROFILE CURVE: DATA SPINEL AVENUE. - SPINEL AVENUE I IO±FT. N LY. OF BALSA ST Q � L T TRACT 12184 ® 17'22'16" 252.00 ' 76.40 ' 56,50 ' ® /7°22'16" 270.00 ' 81.8( ' 41.25 ' APPROVED BY ' ..� / DATE � !7°22'lG" 288.Gt'I ' 87.32 ' 44.x ' CITY ENGINEER R.C.E. NO. 23889 D l703157" 252,00 ' 77.11 ' -M.86 ` DESIGN JOHN G. GOETTEN RECOMMENDED: R.A.M. E 17°31'57" 270.GY� ' BZ.G2 ' 4/.64 ' CONSULTING CIVIL ENGINEERS,INC. F /7°3/57" 265.00 ' M.l3 ' 44.�I ' o , /I / 1 , DRAWN ' 1900-H E. WARNER, SANTA ANA,CA.92680 SHEET G 15000 GIO 112.00 29.32 14.75 J.A.M. (714)5/49-3040 2 OF 4 QQ 21000000" 36,W ) 139. 26 ' CHECKED*. R.C-E. N° 12188 DRAWING NO. R.A.M. FILE N4 788 M5c.� L=23.61` j 0.6 - 80' .G. PTN.OF Mg. Z8' v �j L14 414 L14 414 v LEFT � s4z 1' b .� ` m ST , � m LA V !a d�4 �, 420 L EFT O.G• 0�8 � �1� �� � � 7'OP O8'�F � o • � , AIWA f4 1 874. � - � � � 1. 39 11 35 8.5 201. 68 G• � ) �O o � _� � f4 �4 � a`4 .l . ' 43.5J G vON R P/.-390.47 v 0.0. ON TANG. o o � TA 4�4 414 4/4til � 0� 14� ON ANGO.C. . 0•G. 0.5G4 sG8. LEFT 4E0 L6 .903o' ad°r 410 LEFT =Z ,3z' �f 57.513' e o �6P°0 _ C}- m Q �9 �` '� v b� p h ; .G• ON WENT ' �OF NOK ZZ. o k3 Lpm d m m m .G o N ce 6� 11 ,` •I 1. 41 °408.30 G7 � 4Z0 s - '� � � o t= '- � � LKlST R � A • � �' o t� �ti L,y m ? � p 6> Lo - f{T EGY. GUKB �6 m �' N L6 � L���- It� �' �] 4ZO , � m �00 Lo 6�a � 3 w o, 070 o ° Z00'V c L .e-4,00°l° }` 410 R2.00 � o -� � o b � � �� � 410 o p m g GIs cs - 00 91GHT 420157.6 ' v ' ': .n( TANGENT � �J / 4ZO I�IGHr \� z���� 390 eIr5T. GKOUAID 9=2.64% •v� AT t ! � L 293 e GKOVVAI LAVE O,G. '�' s, TOI° OF UTH CURB KIGHT 410 �8 0 F) 410 IZIGHT N Lo 3 L.F- ! " .c,P 5EE STORM XA(N '�6 ° �'� - TOIL OF WE 5T GjUKf3 1500-0 LAMS 1 her (8 G.F) �, m v o oGs!z� �_m �l AT WILY GURsLo f 3 p �1 OO C") v� °V° - N _ � � STORM DRAIN PROFILE o 1/4 1/4 /14 414Q14 °14 Q 4 �' d °o m ' L 4 L�4 L�4 L =6 G fiOK(Z. ("= 20 A14 la.� l4 VERT. "=4 2 V4 ZA .v � � K; k Lu 1,1.0E 39 28'V,G. G •G. V) L=59.5 L= . 05' PROFILE SCALE O.G. o.G. NORIZ: 1'=40' `� 1 ,O V.G- VERT'1 8 350.47 0 1 2 3 4 5 WTE : 5TATIONiNG GONfORM5 To m ` GPOwN (TINE QATA . , v - k3 m- N CONSTRUCTION NOTE'S eti� ZO 5GaLE.' 1"= 40 ` &6045T);�UCT 3dA.G.01/EK 0"A,)5. �, 1J 22 23 24 Q--00V6TRUGT 8"P.G.G. GUR,5 GUTTER PER 5TD. 303 18 20 2 ! &COWRVOT 0,0,0. 51DENALK ISR sTD . 310 W= ' UNLESS NOTED _ co r - 0_:,__ (50A1!57'9UCT 10E51 DENTIAL OKI VE APfk'OAGH ftR 5To, 305 r '} ZD GON5TRUGT GATGH 8AW Mg/ PGie STD. 502 W=14' C GROWN L/uE 21 GOh(STteUGT LOCAL (JEPKE55(ON PER 5T0. 5/8 (GflSEG) \" 22 6oWfT UGT 24 ,e.G.P.�(5o0-0) LOCAL DEPRESSION 14 � I 8 _ 2 F �" ; 3 23 G0N5TRUGT 18" 9.c.P.(2000-D) W LY. CATCH BAS 1 N D ETA I L L 5� 52 -ll.� 43 5g • ,p,51 5 14 CONSTRUGT STRE T LIGHTS (5800 L) N .T.5 . G r L=29.75 H 1 3 !. 43.5 - - - -¢�/B ' d i 5"1' d @�::-60067,4ZIJOT TKAFFI G 5(GIV PES 5TD.401 �402 Gy3°°'" L•2�9B L=3Q.73 ass .! 17 D Y�'`�� G•3 39 a; A:�D fir), g� �k� - -- �b \I W _ "� - b�. F�'N4'10'32"Ell 23 100.6f F g G a - , g ��� f GdT pP C ° '3Z"E_ 9 ;0.417 0�� ( v u, K rv- u, L°56.�p �, F f' • �-_i �' L'/3 57 1 mob' � 1(56,26 s.G H 114- t. 4 \j L6 °o r- F o I �� tf� o e� 4 15 .u5. v m �, 3 ?I \� IR f Ln 0.5' 12 1! 10 °� LOGAL DEPRESSION w L-3.7;''4' j 20 RETAINIM6 WALL-sC ELY. CATCH 13ASI N DETAIL GRROING PLAN _ A j.� LEMONWOOD PLACE or CITY OF RANCHO CUCAMONGA �3.G.R. 4fd5.00 ao�• F _ Of45,00 E,C �, IS �u �o I GUIeVc DATA STREET IMPROVEMENT PLANS L T d PLAN AND PROFILE �- - ----- - ---- AO 90°00'00" 27 ao ' 42.41 ' z7.00 ' PEPPER STREET & LEMONWOOD PLACE Z' © 10°00•'00" 102,00 ' 17.80 ' 6.92 ' �t _ �,• �� _ 100,00" W LY. OF BERYL ST ) SLY. OF PEPPER ST) 1/0, 58,00 111.35 82.83 TRACT 1218 4 90°00 00" 57-00 ' 89.54 ' `� E °0000" 45.00 ' 70.69' APPROVED BY ' DATE �� �) ! /• F 13°32'14 288.00 ` 66.05 34.18 ' CITY ENGINEER R.C. E. N0. 23889 ll GQ 13°32'14" 270.01 ' (03.79' 32.05 ' DESIGN JOHN G. GOETTEN RECOMMENDED' �¢�V {\' �� �� t` H 13°321!4" 252.00 ' 59,54 ' 29.91 ' R'A'M' CONSULTING CIVIL ENGINEERS,INC. , 1 1900-H E.WARNER SANTA ANA CA.92680 0 15-00,00" /l2.Oo 29. 32 14,75 DRAWN' SHEET kQ�' ,�� f EIIEIe G7 J 2/0'00w" W-00 ' 139.28 ' JA.M. x,714 93040 3 F CHECKED: R.C.E. N° 12188- DRAWING N0. LiR.Q.M. A //�/9/B Z FILE N° 788 1`Tk.OF 50V G 2v P. 1.- (4Z-70J 44��4 14 4 414 p v O �� of m o m` , 0 � '1 � � 111' 0m , p m O r n� Q N 05� t"--� H 150' .G € 430 ► , v P.1. 407-95) 'e=�� L�30 p0� EXIST It 6fADE p� o� TOP OF MKILY OU�P8 PETURN /60, p b� O N (11"0.F) 15. 8) L6 c m zt - p Q O °o O oo Q N Q1 \% ni �'�n O-� ' U16T. i 6CADE �.v p to O cn m p �pj P o 0 to ti O ap ao 39 Lc� FUTURE �: (� m O"� �2 7 �. � o �; oN 410 ' 430 �, m � KICTHT d - �o•�• N . Z Io NEIq GZAD9 C) v -� CY16TGMIYAIO �_(2.7�°J�� Tbr OF Ea 5 GUJ`5 v AT EA6r 6W5 (8" G. F 6 � 1 TOP OF EAST OU98 ;l o f R=a.�o 410 E'Lr.. 01� IeIGHT O i 8„ C F a 3Z°o C _ O p V � �^ 7.75 50'V.Q 6 N p u ;z) O _ ~ d `N m �o o� p p m 1V 4z d Q D �� � N o � � t ��. • J4 f4 �4 l7o u o tc� E�C15T. 6eOUND rt $ 0.G A14 014 �4 A14 q A T EAST GUff3 40 PeOFI LE SCALE L- HOOP/Z, t •40 0,(5. ll 12 !3 t6o �G14 15 vEaer:i•=4 ' 1G l7 18 P. _ l5. �O 601 � X15T CONSTRUCTION NOTES &601V6TPU0T A.0. OVEK 4"A.f3 ZO ' 30 ' SCALE: 1'=40 ' 2�--CONSTiP-IT 8" P.O•G. OUP3 e GU77ER I'S1� STD, 303 &00&ST,`�`I P.G.G. 51DENALK II 5T0. 310 ' &-00X5T9U0T A.G. FEATHEROAP &AWU,5T MANHOLE TO 6CADE � �eowz GONE OUT OF GUTTER REGON57'RUGT 1;1C15T/I�IG 81LLWALK � IPAMP AL�LJEI� SN RouEr errs ���. c°- TO JOIN NEW GUNK 3A SE LINE Q--MOVE E�CtVINa 6# a.c. 01KE 5 ti3 pEK -� ; PE P'ER GT. �\' CSS ,<<;c: 6 ' , s , I &MN5T)WOT 51 DEWA L K e MP PER 5TO . 310 f9 2:1 Ti2An15117dV IZ I8' 7' ilk06' �� P Q��F 5' ( �, �,, c. I t' I I &--6AKOUT EX15T1NG A .0 k A ?Tvo ��' \ �� � 12 kEMOVE Ek15T1NG A .G7f33.18 ALAE, F . � ( ,,-; � � ` l Q ' ' � , 0.G. Ili- Z �`' poi 3 �FSE.G , 1 r..74- r t_, i �I �I �' fJ 25EG/N GUKf3 C ^� -- 6� .,, p0 0 J � l3 AFreuOT ENO OF 57rEET PR VEMEMr 4,q PR/GR DE PER 5TD.405. GurTEK Ia 2 E PRoF1LE (I 1I \ x� �o J 0 _ / 14 � I � (° 12 ) � �GONS RUG 5T E R UE RIGHT � � _ � � � \ � T T � E7" LIGHTS (5800 L) D::- NSTIeUGT TKAFFIG 5/G/V PEK 5TD. 401 14OZ STANOAKD IN PLACE Cr -�' .<.�' I _ 1 _ c� 5 / c E1C/5T E.P I I 1� IeEMOVE E}Cf5T1h1G I°G•G. G1e055 GUTTEIe G ov- i NO"I f'Ol"E 0�4Rp 1 NO°14',32"E 8 11 t�'0� 11 _ _ _ ao ao 5_ - _ b0 I _ Z�i�oo 17 �'EMOVE E1�1,5 P.G.G. SPAmxcL 3� • fSG �o?2Q�g g�� 1 s gEMOVE Ex(sTiuG 0,0.0. GUNg l9 5TRUOT 8"A.G 01KE a 'ti70. NQS 0 'P��f J) ----G0M5TKUGT 6T911-Wri , 4 p o GG.40 �G.05 70. 00 �? 75.00 ' 95,00 b•\o 107.43 c � RKERS PEK 5Tp. 4oG �� 3 A L_ _ ��� -� 30 , ��v s h! l3 v"� O � D IO 16� 31 lid �� 0 15 s.N.s 0 1Z"ST�Z/PE 2 ESUSTING Del VEWAY i I 9 /0 k r 1 !2 13 I s.s az 3 o o "j 1130 , 151� �s v � I�6Pf EK ST. NAGE BERYL SEE SKEET 3 STREET - - ---t _EF 1 MPROI/EMENT 1°L ANS FOR TPA GT 9423 �9 G CITY OF RANCHO CUCAMONGA CA 560CIATED ENGINEERcS) DATE19 101517°I I FOR Wk'fL ST. A No AL05e ST. 30 STREET IMPROVEMENT PLANS j PLAN AND PROFILE BERYL STREET WLI SIDE) 240 ± S LY. OF BASELINE RD.TO ALDER ST CURVE DATA 13 TRACT 12184 4 I R L T APPROVED BY : DATE --79- 8 ® 90°0000 2700 42.41 Z7.00 CITY ENGINEER - R.C.E. NO. 23889 ® 89°4•G 47° 45.00 ' 70.51 ' 44.83 ' END OF STREET DETA I L © 89°4G 47" 56-00 , 67.75 ' 55.7 ' DESIGN R.A.M. ` RECOMMENDED : , ' JOHN G. GOETTEN Qp 89°4647" z7.00 ' 42. 3! ' ZG.90 ' N"�' � � CONSULTING CIVIL ENGIN�RS,INC. DRAWN : 1900-H E. WARNER, SANTA ANA,CA.92680 SHEET J.A.M. (714)549-3040 40F 4 NECKED '. R.C.E. N4 12188 DRAWING NO. R.A.M. FILE N4 788 �z3��