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HomeMy WebLinkAbout321 GE IEAAL A107—FS /. ALL N/ORK SHALL CDNFORM TO THEC/TY OFRM,!%O CA66'W7/GA STAAIDARD PLAA15. z 2. THE CONTRACTORS SHAL L A/OT/FY THE C/TY z-AlOwEER AT L EAST 24 fMUR5 BEFORE 57AR7-1A10,4A1 Y C0A197-9a-710A1,4A10 0,67Aht1 PEf M17*S FOR ALL WaR/f OUTS/DE OF THE TRACT BOUA/DARY. E$T/MITE LEWY5 IAA I1CH XCI17'10A1 IS MAD /N40AVUUTIOACONSTRC/CT/O�OT'ES ,4 At1V EX/ST/�l/6 C/TY JRCO/NTY TRAU _ OF QUANT/T/ES W/Tf/ TH1L! PRO,/ECT /Y/LL BE RESURFACED X17, TINO WEEffS AFTER EXCA!/AT/O•U/5 MADE. R/W l R/W (D—CON-67-0-30;4.C. — /o .F AA/Y EX/5 T/NG STREET TORR/UP UNDEf� THIS rOV TRACT SNWL L BE "'ROPERL Y POSTED �O --- ------ *19 L16</7'FD /A/ORDER TO E1-1M/NATE A/l/Y HAZARD. 25' P5' ,Xj, /A/ACCORDANCE /V/TH THE EXCAI/�4T/OA/ORD/MANCE ANY EX/ST/NG PAUE�GfENT O/STUBBED 2 CD�!/ST. COr!/C.CURB �GUTTER PERSTO. PL.4�/�f/�//S (8"CEJ ------ ---- - -9,09,3 L.F 3 COAST CO�I/C. CAOS'.5'G!/TTEf/ PER .540 4Z,4�1/NE //9------ B Y/A/STAL LAT/ON OF UNDERGROUND UT/L/T/ES SHAL L B E COXFRED B Y,4 PERM/T, s�rE 20' 2O -- -- ------ - 4, 171 3'F '- 6o. THE CONTRACTOR S/d4LL ASCERTA/A! THE TRUE LOCAr1,0N OFANY UNDERORWAIP O•�5 /5' 4 --CD//9T. CONC. CROSS'GUTTER PEfIOET,4/L Jr,/T�(/°/. /Fr LEVEL �ZIAIE ------ — 3/8 L.F. UT/L/T Y AND SHALL BE RESPOitCS/BLE FOR ANY DA/I�IAGE 7.0 Al PR/!//JTEOR OUBL/C °0 2/ 5 RE/YIOYE EX/ST CD�f/C. CUf/B GUTTER.-- -- ----- --- //O L. F. UT/L/TY. COit/ST• A.C. Ot/ERL.4Y �: , s / 7 BSE. KF/LL OFALL MEI/C</ES SHALL BECD�tifPACTEO ra-4 A Wit/MUM RELAr1UE OF✓O�: � 7 /(/,STALL .STD Sr L/GfITS. - --- _--- -- -- ---- CONIPACT�OrV TO BE�ERiF/ED B YA SOiL 5 REPORT PREPARED B Y A REGis rEREo - - -- - ENG/NEER AT THE CDA/TRACTOfIS EXPEAJ_�E, TYP/CAL .S'ECT/O�t/ 8 /uSTALL .377J. STOP S/GN — --- --- 7 EA. 6 AFTER THE A.C.6URFAC/ NA9 BEEN COMPLETED, ATL EAST ONE AVFE/f.A,V ASPH,4LT/C ,/-�- p 7 EMUL S/ON SEAL COAT SHALL BEAPPL/ED AT THE APPROX/iYIATE RATE OF O/D GAL.PER SQ. YD. �/V/ E/ ) IDR .BYRES T.5 ,Q fTE/1�IDYE E.0/ST A.C. PIiiY!'T. 9. /T SHALL BE THE CDA/TR,4l'TOfIS RESPONS/B/L/TY TO SECURE SIOAIIEDPLA�t1S PR/0R TO wo SCALE 1l INSTALL L3ARfflCADE PER STO PL.4A/ N° 305 — — — — -- ------- 37 L.F. !START/A/G AA/Y CONSTRUCT/O�t/ T. /. = 7 12 Pow�r>' POLE TO 13Z7IfEL OC Te D B Y O THERS - /3 INSTALL CURB CUT OFF lN.4L L PER STD PLAN N-9 /Z 7 - - - - - - - - - / EA. O— CON.S•T,CFUCT C'0/VC. ,OAIIi/ -W,4 K PE,P STO. PLAN Ni?3010 GAS, WATER, 4,Vo.SEWER L ATERAL 5 TO BE A157,41-1-ED TO EACH LOT PR/OA TO PAT//NG .S?Z�R/19 oRA/N_ OF THE STREETS. - - -- ALL CDNCRETE M//TN/�t/ THE C/TY R/N/ MUS'T MEET SPEC/F/CAT/0,u,6 FOR STATE CLASS W' eawgT. 48 - AND CEM-A17 I6SACfrM/XJ r.. --- --_------- ---------- ---- 803 L.F PORTL ALL SEWER FRAME CO!/ERS SHALL BE LEFT 6"BELOW F/N/SHED GRADE. R ---- -----`-- --- - -- - - THE SEK/ERCO�t/TR e'r, fW .5'!/WLL RA/SE THE� f4AI lOLE AND CO!/EFTS TO F/�t//SHED GRADE �4� F 23 CD�t/5T. /6"R.C.P -------- -------------- -- - UPO/✓CGZNPLET/Ort/A�.�/RF�E^/�f/G. /� CURB Ait/O GUTTER SHALL BE CONS77lZMED PR/OR TO 1A1gTALLAT/OAIOF Tf1E WATER 6 71 REQ fove EX/ST 42"C..N.P. LOK/ER TO PROPOSEDGRAOE---------------- 59 L.F S'Y.STE'N, UNLESS THE WWTER SYSTEM /3.STA/fE0 BY THE ENG/NEER,SUCH STAK/AIG SHALL CONST. C•4TCf/BAS/Al N'/L..4C.FC.O. BTO.A!°P D/!o0 f1/�L OC-STO/1/" 2 EA. PROv.'UE FOR ALIGNMENT, CUTS, LOCAT/Oil/OFAL L SER!//CES AND METERS, GIJTE WL dES, /a' 48' CD�t/ST. CATCH BASIAL &93 L.A.C.F6'V STD.N"2 D/G3 W/La FIRE- HYDRA/✓T5 AA/0 A,V Y OTHER 5TAIf/,UG REQU/HED B Y THE C/T Y Eit/G/�V EER.AA/Y DA�GIAGE 2 O Tf/E/f'r4TER SYSTEiGI BYSUBSEQUE"NT CONSTRUCT/Oi(/SHALL BEREPA/RED BY COrYIPLETE VARIES 9. 9 r PARIES CO�t/ST. �YIAit/f/OLE/V'/ L.A.C.FC.O. STD. N' 2-O/02 — ——,——_ ---——----— 3 EA. T � EX/8T EDGE OFPYM'T. EX/5T. Ea;EOFpY,N7. —CYJiVSTMA�t/HOLE/V� 2L.AC.FC.O. 9T0.�t/9 2-O/B4 — --.�—T.----- - --- - / EA. REOLACEA4ENT OF O,4W,46E0.5'ECT/ON• a�o� 0.1' OVERLAY TO 1/4 STInPE CDA✓ST. MA,UHOLE A/"4 L.A.C.FC.O. STD �(/°E-O//3 '1/4. TNESE`YER CI.Zt/TRACTOR S//WLL FPgX115// THE OE!/ELOPER//NO Tf/E C/TY E�t/G/A/EER iY/Ty / , - ND HOUSE CONNECT/O.US AS CON.STRI/CTED• �� =�•��gAIE.S - - - - ---- - - - ------- --- 2 EA• 7X5LOCAT/ONS OF N/YE5 A ------ —------ I- 15 <JLL SEK/ER LATEf/AL I-OCAT/OA/•s TO TEfI/YI1A/ATE ONE FDOT BACif OF PROPERTY LWE• � � 3! CONST• CATC/-1 BASIN NQ 3(MODIFIED) PEfp OETA/L S11 77 /2 w/T Y P E 's' L.D.— — ——— -- CDNTf/ACTOf/S/1ALL CDNT/ICT T//E C/TY E�t/G/NEER ATLEAST 14HOUfLS Pf!/OR TD 71-1,1- S11 HE _ —- - - - - - - - - 2 EQ /(o. THE CONST. Co" C. !. P/PE .-.-- - -- 1,vSTALLAT/O�vOF STREETS•/GA/9 A1412 5'TOP s/GHS, TO OBTAiN ryEOROPERLGY.4T/G�/SOF-S/D'VS 21/ L.F 2 ;5A WCZ1 T /A40 TYPICAL 6460 MAI l . ALL WOiIN AND� 44T ,"?///L S .9f/ALL BE GUAR,4Wre4D FOR NOTLESS T//AN ONE(/) )"r4R. �1/N 7 HA VEA/ AMCAWE _ A/O SC.4L-E ACCESS/BLE ARID OPERABLE PA/OR T l = 9 ZL- /8. ALL IFEQU/RED F/RE NYDfIP�� E � TUBE U5/NG COMBUST/BLEA?�ER/'QL. TD THE /ti/T/ATrON OFAN "!9 ALL UNDEf7GROUAt/D UT/L/TY COrt/OU/TS Sf1ALL BE / S ,�/sT /SIA/NS ANO APPURTE�I/ANCES W/Th'A 7XIO (EV FOOT M/A11MUiG1 CLEA CONSTRUCTION NOTES F�JR STREET TREES "CONT. - j -% � AS � r R FAC1L/T/ES /A17ER5ECT. UTILITY COrVDU/TS,LATERALS,SERY/CES ETC.Sf/4LG /(` % ' ` � AND NATE A/OTBEWLLOK/ED TO PARALLEL Ki/lTER FAC/L/T/ES `1,9W1Nf/1/EFEE7 (5'1 4. STREE: T TREES ARE TO BE PLAN -C� PER PUBLIC 4� ' /16 /6 /4 /3 If IMPR0VE1v1ENT PLANS ONLY. I • -' ;, � SEE S T�tJ' 3 � 5. STREET TREE TO BE LOCATED 4 MINIMUM BEHIND SIDEWALK. � alle4 = 4' _ - - EE HT• Mt4_ '• .r ,, ,, �t�� • . _ ' -- TRADE ARK •`'� ti Ifs-1 V 1 ��,f,�� p9 I STREET f ?i`4 i' m -' ._ 41 40 -49 37 STING LAB. THE _-._.-_ _,�_,• - -�- '. I , i I /o �h Q ?,20 R-//AL UES SHALL BE Ph r- B Y /Y100/PE AND TSI BER TE / RAFTER HOUGH-Cl?OOPEfI�IT/ONS ARECOMPLETEO '• . /EN�t/OGROEfI FOR T/1ECDNTACT THE C/TY E�t/G �t/EE MIN ' . d 2O/NER 5NL TTEYENC1o ! 7 W/ 7/4 'AFUfNISH TESS. H Y , r 34 .S5C/TYTO REQ TA•C. ARROW THE OEIiEOPER11711 F1A1W 5TREET 9ECT/O / ? OF O 25 F 36 - t� ON N•47-/VE SD/LFOR INTER/Oil STREETS, AI/N. OF 4p A.C. ON G"RASEONf/AVE•N AVE. •r IN Z/, CITY APPROVAL OF THESE PLANS DOES NOT RoA! OVERED FrVTEi�P/`t'/SE s7 RELIEVE THE DEVELOPSR F HE CORRECTION OF ERRORS AND OMn4/05/0NS DSC N• T. RESPONS/f3/CITY FOR T S. ? PON REQUEST THE REQU/RED PLAN REVISIONS SHALL 49 Jr 77 22 Qlt 1 9/ .3D Z9 PB �4' W L7UR/NG CONSTRUCT/ON. U ROMPT•LY 5Uz5M177'ED TO TNF C/TY ENC/A/EER. FOR APPROVAL. 4j E CLOSURE PERMIT FROM TME GITY WILL BE REQiRED FOR WORK voNE ON LI,&VEN Q W 22, A LAN Q �\� gB 2G 27 Z3• ALL TRENCH REPAIRS SHALL CONFORM TO CITY S'T0.'R 310 4 GrM .9T P3 may, h� v n STRE1 ET , REE LEGEND z 3 Lam, Z COMMON NAME SPACING SIZE QTY• 5/-/X,I SEE N" Fs S.!?SYMBOL_ BOTANICAL. NAMEr PRIVATE ENGINEERS NOTES 1O CONTRACTOR , W PLATANUS LONDON PLANE 30' O.0 15 GAL. 2 �4 T". 57.E _�- \ �1' r `C PROJECT (� ACERIFOLIA TREE L�CAT�ON �'1 . The existence and location of any underground utility pipes or structures I P4 � / ? t 4 3 I shown on these plans are obtained by a search of the available records. "r VICINITY AP Y• , � Approval of these plans by the City of Ram Rancho CaCuor?gci does not CONSTRUCT i inf4' NOTES FOE- �_ TREET TPEES: Al T 5. H constitute a representation as to the accuracy or completeness of the -- _— _ _ _ _ __ I ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY ► location or existence of any underground utility pipes or structures i t' within the limits of this project. The contractor is required to take 4T" STANDARD PLANS. ST. '' ' I_ all due precautionary means to protect the utility not of record or '.� 2. PRIOR TO THE COMMENCEMENT R IlIAG ENGINEERING, INCEMENT OF ANY PLANTING, AN AGRONOMIC not shown on these plans. SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. � t' .1 ANY UNUSUAL. TOXICITIES OR NUTRIENT DEFICIENCIES MAY ASL Consulting Engineers 2. All existing water, sewer & storm drain locations and flowline elevations Civil Engineers, Planners & Land Surveyors P /NOEx tilA the contracts 714 752-6171 -- twill be verified b c w BEACH, CALIFORNIA 926b0 - -�• ��--- joined as art of this project w T RLY PLACE • NEWPORT BE C 1 �_ � which will be joi e p p ) y � 3990 ES REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY : i It_. M CITY INSPECTOR. .4 4 prior to any construction. 1 he contractor will advise the engineer (Phone (714)t7,TZ-g/72) of any deviations from information shown on the plans I 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCE:� ,i 8 DESIGNED �HF�KEDB� SCALE FLE No and ebtair� r,alr,eer's authorization to proceed with construction. BY THE ENGINEERING. DIVISION. DRAWN BY DATE i._.... . ..a ..._.�.� ... ... .... �, _.._.... ,. _ SHEET OF R E V I S I N S HORIZ: As s�owN A P P R O V A L S CITY OF RANCHO CUCAMONGA 0 REFERENCES SCALES VERT: DIVISION OR SECTION BY DATE _ DESIGN - ENGINEERING DIVISION PROJECT NO. No. Date Initials Description Date App'd Bench Mark: PLANS PREPARE BY SUBDIVISION L�vE� E r ii TRAFFIC /. LT A �ti.S'T NdTE' /¢ - �P Y�EO ild7�s25 0 2�j 27r08 f c'7 s/��/to CX5• D C�>� CATCHBASIN,N.5. G .STREET BZDF7. E/D TURNER AVENUE � - �, - - 9//7/79 R _RIGHT" - - STS I EL T I�t�1 PR.O!15MEN7 PLANS FOR 7ZB 88 //ODED DSP/l�E /lOP,P0,9C'/.�ES 5'T,PEET L/G/!T,$ /'E,� O.P B�-.59 O.t/ ELE�/. 99/,56 - - - ---- -- - -- -- -- - __� -- __ _ _- -- -- - ----------- -- ---- -- - _ RECOMMENDED �l.M ��•9•T� S/1TS. 2 AND 3 of/2. ARAM H KE/TN ROE A/= ?1709 g�-� Y APPROVED REVISED DRIVEWAY,SIDEWALK,ADD EASEVIEI�i i,BYRES_` :�H T,S ;. i' <'a: _L_o( DESIGNED BY: M.V- DATE Q S ,-E 1 TREE• REVISED NOTE 21, ADD NOTES 22 23.24 SHEET, 3 �� 2 _ PARCEL IAP N 51-57 1c, b )r �{ 1� Plans: DRAWN BY: tfR DATE ( / 1 Field Book: CHECKED BY: !/ -7 FILE N 0 . C. DATE Cit ngineer Date 4� 8 t\ Ci X14 N-4/4 Nd/ �4 �a KC. L= /40.94' �4 . 4 Qj D•C. 4 `� Ci N NA%Z, TAL 6/`t?DU,U 2 Q h h p =54 8' N % I It) 01000 \ m°/4 6/4 TOP OF � � / TOP OF wE5T CURB PROF/LE.y.._--SS --� N 4 N v m m �. �f) o.It °° R=/50 �y P/ _/044 ae /032 /032 OWE I� cpm 1040 m � o � g_ t) � a �• � h h ^ p\ W m d NX7_Z&'AL 6RD11A10 f t�-1 ti X00 VC. N �m � h � � N �'O r•-- —' V N h O � �.' �— - "` � Oo ^ r aQ N( m 00 0 "� o �o\o� o� oro PROF/LE PROF/LE °--m "� o .� , <t)lso°� a o o �' �v �' R � % -- � B •° 1032 /032 a o '�� /040 A1,47ZI/FAZ 61170,11A/0 TDP OF EAST CURB PROF/LE °/ 7?74v OF FAST CURB rt o.X08� *r � �� ---- --- °• 0 0 0 0 /032 W o N /032 o /040 414 J/4 414 o `� til o v m 0 an d til G _—_ n , L 4.98'm � mvm � h � � moi � � \ � p � p 0 � � � � I � � � Q •� p V• a � O o 'Y4 a/¢ e/4 a/¢ a14 a14k 0 0 0 � 0 00`4 o N p L=54. 9' L= 4,98' t=54.98' O.C. o C• O \ n '114 6/4 4/4 /4 �4 114 1/4 1 0 0 QC. L = /G3.04' �� L = /4094' D•C. O•C. L=54.98' L=54.98' PROF/LE ✓'GALE VERT' /" 4.► /O l/ 12 /3 /4 /5 Ira 17 /d /9 20 2/ © Cn�r�cna� uo-�s� �rr�r Tl�s CON5TROM10AI NOTES A I. s-[> s ->a w accoRua.�cE W114GtY l �DN90 (off 1 CYJ�t/.5'T. 03O'A.0 011E_7 045;4.8. /6 PPOP05E0 61-pt-ET L/6NT BT su COORDIUATIOU t?AID FOX SY nEVP_LOPbR Z. ALL 5tKfft"TRW-s '54 t M ej"P-P AND PL4AMED ACCO T"NC-Tb CITY a—_CO/!/ST. 40W 61,11110 ¢`GUTTER oEiF.9T0. PL,4it//t/' //.5 <8"CF) /7 EX/ST. STREET LIGHT TD rPEA/!A/N sm.u� ldsa aR.�S"a /s r�z�tr�ITY To ��'s�pE CTLs. /¢ 33' 14"� EX/ST. STREET L/GNT TO BE RELOCATED � 3. e�xflw Mrxrw.s` oF'a�.�.SSE -res �-I�u. M �- IW-3 40N.57 COW ON-1 S GUTTER AeW_f To. PLAN A/'//9 P•G,GornrnENtantlt�l5 Cr A"AC_Am 't[c 50L6 PURNISHEp -0 6' a—_fIEMOt/E EX/ST. CONC. CU/l ¢'GUTTER /0@l­—/N5'TALL 670P 6,qe AND LEGEND � T'WE Gn '^'5eF_r_1bf2, W\ r t'l /NSTflLL R-Z6S 4 No sIvre�r IF-V�s � Nage -w_CF-A-mm OF Tw_ c ko 1NSTAILL STD STREETLIGHTS t� 4J W Nk 1,5ctosER T44.4 3' m `SHE FACS-5CC- cuF�, vrs► 5 � LTJ-- 1A/STALL 9T0. STOP S/G�t! ; Pp/NT CUPS �PEI� m O Q O I /B 23 CONST UNDE�P S/DEGU4bt' OMPA/N PCR 6,eC STD. Q 97Y - c4-r�r > +� c-sem ,y, p l� 9 /(/STALL STREETit/�4iYIES/GNPEASTp i'L.4N303SD9A p141G. 507 (Gf/= ®Q/4 CONST. 0R1W;11Ar AP14W,0WH PER STD. PLAN NO .706. $ L� II ®Q/9 CONST. 4" P.C.C. PER STD. PLAN ND. .�/0. 0 PER NOTES tWp LEGF�/p A VENUE c�Q o CONST. Wl&1E L CHs/R f�AMP PES STD. PLAN NO 3/O. Q /4o I SIO ts� c�►Q I °/ l °G I W �' F /G & h °% 4 T�/ S Tf�EE T Q V PZ 19 2t l8 : p f 2/ 19 NZ � � 2 iII Q M �, Q� Q Z L.33.08 Iff,, 9'- I4�.04' a OQ q O �� <.,.,.� 2.934e-9CE�I/ EIF,4K5 - - T _ a /o W 1 2/f�¢. 9 9-19 7/f-4Zy1ff4fr'K S T. f r I C Ips C F n J /8 / N �' 20 p � Fi o� t I v CE/V TEf� - NO 25 E o h o � �,�39 o si• , �� y I Q o r� '4) ►o3s �.F r3 �% 1�3� I /7 o� . /� mo M .h - -el P4 "ij 913 II �Ip3 A of /9 (n I �: - � /3P 50 /32.50 21 �8 m •'' y� 8 20 3 - - -- - -- - •3Z I 5 11 km 41 �o?Ff _� I( GF I 0 o�,N NO'25'47"E / ! a� � cy �� ---� 31 0 �. 3 0 �I , AW-IUTEX/ST. CURB itNO 0� - 2. F. �• F. l n ' , GUTTE�P ANO A.C. PAIiE�VIENT h ao,BEYOND EDGE OF GUTTED h - CONST. DSP/l�EI�Y•4YAPPiPDAOH 1 0 -- ?h T ' PO' c'�' S' q �+ tti AND REPL.4G'E THE A.f. I Vh v r \ �Q 3 t3 A 4 SEE SHEETiV°5 25' ENTE/�'f'/�/SE STf�EET TRADEMARK 5T1FEET °o N 1 �I ►° I CUR 1146 DATA ® -3TREFT -MF-6 LEGEND o , ti z ' A DO°00'0_0" -35.00' S4•J8!.._ _35001 s�m/_,50L_ ['.b"AAJICAL IVt�ME CC�1MM N/`,ME s/l� 0--r R 11�t G E 1�G I ltl E E R 1111 G O `� z �0' S' 8 3/°40'02 255.00' /40 94' 72 32' - '� _ 9 INC. I� - ---- -- _. - -- -_- X ff5UN05 CEFi45/f ig rt0 ,L&-,a FLu/�7 /SG. 30 SEE✓�'HEETAlg C 3/°90'02" 27500' /�/��/ 77 9�' Civil Engineers, Planners & Land Surveyors 611 IF CE�/TER 3/°av'a2~ 20.5'00' /63.04' 93.66' SCALE /"=440' 3990 WESTERLY PLACE • NEWPORT BEACH, CALIFORNIA 92660 • (714) 751-6171 OR/VE SHEETe OF /e RE111SIONS REFERENCES SCALES HVOERT: _ _ APPROVALS CITYOF' RANCHO CUCAMONGA AS SHO1�Yit/ - - DIVISION OR SECTION BY DATE .DESIGN _ _ ENGINEERING DIVISION PROJECT NO. No. Date Initial Description Date App'd Bench Mark PLANS PREPARED UNDER THE SUPERVISION OF: SUBDIVISION - -- -- -- ----- --- _-- -- -- — _---- �g 9 8 /D 8 A K. /. ADDED SAI�V-LUT EX C �G ANO CONST. Of S/OEI�i/.4Llf, Wf/EEL ff,H.4/�f' iPAMP . ? TRAFFIC— -- - Q Q O �J ` _ .._. - — - --- -._ RIGHT OF W T/ i T P T L FOR / J - -- - - — �ND D/�/�E`Y•�JY APP/QDACf/ - _-.— _._ ... - RECOMtvtENDEDAY - � ---� - _ _.. --—- ------- -----�- ------- —- --- ---- -- ----- --------- R.C.E. NO.�?�� APPROVED: ---� -� _. - ----1----- — S E� / R I/E EN P AA/S - M O M 14-/9�8 ADD EX/57. 9mr PROPoSEU FAC/L/T/F5 &1e Oe67-517 , ADDED DRIVE _. - - -- � DESIGNED BY: DATE _ _I 1 APP ROAGri�S} SIOCWRLK �ST1tEtiTU811'r6ZZICN141G t ST>Z1PlA1G _ �-2'.•,9F ---- _-- -- ------..----- _-- _-- - _ - ------ ----_----- M.V. PARCEL MAP N5157 9 $9; 00000 UA149,CP 5/�GtiALK 5 Y. -- t �; -- --- - -- - -- - --- `� _ - - - -. — -- DRAWN BY.--M.V. J.R.---- DATE / Gj FILE I O s fj (o Q G-Jt3 ADOEI> STFtF�T 7KE.ES kJ/77,�C�IoF�NA iLVl7 ND?SS lv•Z 8 `��i' t Plans: a ns /( - - ----- - T -- _ --- -- -- -- -- --- - --- -- -- — TER AVENUE Field Book. CHECKED BY: �/.C• DATE City ngineer Date 5.72 CIE?ER'-_N POST '-LOIN 400013 I � I Nf1TU/iAL Gfi'DUrc�o f �I "/4 d/4 d/¢ y V�¢ L/4 °14 d14- Z o tn o• O -50 N �d =o-)0, 0 p TOP OF 50UT111 CURB P/�r'OF/L F o. C. O. C. /040 PROFILE m /040 A/•4Tl//*WZ 61'PaZI 10 m c_YN— /040 TOP OF' NORTH CURB PROF/L F NrlTUrPAL Gs>'oUA/o t-o.lt /040 L III IIII, R=0--0. 507 — `— I\ IN /040 N A h i /040 f ROF/LIll56AL F Vel'T. /" = 4' l7 CaNSTROCTION NO TE5 0—CONST. 0.30A.C. OVER 045'A.5 2 CO/VST C011C. CURB E OZ17 ZW/SER STD PLAA/ VT//5(B"GF. I&—IA157ALL &AI"ICADE SER STD. PLAN NQ 305 GorVe. p/LVG�WAY /ml S'1I�. PL4iv�v� f&& 101 /97 5f CENTEIF AVNIME /4 SEE 51-17NQ Z Z- s/OEI�s/4Z e- AM-/,y I ?T� iv: 5"07 G L f ok /B ['O,{/PT, l/OEK141K 4E,A 1'117 Pt4.v /t/- 3// 89 Lam. RA19EM•41TK Q � 5' eel? ' zo' s' � S TREET o ` m 1 O O W I � j ,439 40 4/ , 1 , /9 /N5'T4LL STREET' N�4"6r 5/5N PEP STD. PLAN 303 ` 30.3A t� iz.V11 \ I .� 9 /11& /G P,POP05E0 STX:-ET L/6�/T 0 Y-\j ,/ �0 0 �\\� N �' h l9 CONST. 4**Il C.C. PE,P STD. )0Z q1V N0. 3/0. 5 .DO /50 00 /32.50 ��EE /NSTALL 5TOP 600 AND LEGEND. MY b�0' /9 -w oAa 1 '� I to zi /N5T,4LL 8-865 t �T gz @)I-----,-INSTALL CURBSIDE OUTLET LOW CAPACITY a E•A . SCALE / 40 W ���,�G �o"w � �`1 � ' �'��tti`� ." ys' � �� 5 1' ,�� 2 ; _ __ io"�V h = PER STD N0. 107A /1 /45-00' ¢L i oo -- i43./�, & 23 INSTALL STREET TREE PER.LEGEND AND NOTES ON SHT.I c , " �' �� 23 1 2µ INSTALL 5800 LUMEN H sAw-cur c��e UTTE�P,4N0 A.C. _ ti y � � �' � �'— .P.S.V. STREET LIGHT B Y S.C.E GUTTEW) CONST. OrQ/l�E1�Y,4YAPPRDAIH a s' +' o �C PAID FOR AND COORDINATED BY DEVELOPER. .� Q AND iQEPLAC'ED A.C. PAI�EiIi/E/VT /N m d * ( � � - M !(/rVO. a �� o 'V � 0 Q o O u►v� • - Q RUEEISIS/ p /4KI�1 �a b /5 21 0 . /� a N� /7 k A5 ���S�i\LBUR�qfF 41 t :Z)- 4-1 A M a \N"' N a� k t4 ervi�- ct1,t,B De TA 4. \5 22 © 22 0 Q N N ' �j£of C Al�F — - - - - - A ti R IlIIIG ENGINEERING, INC. ---- T w A4 Civil Engineers, Planners & Land Surveyors 3990 WESTERLY PLACE • NEWPORT BEACH. CALIFORNIA 92660 • (714) 752.8171 ®Ha-- 90'OD' OO' e. re"', /2.5 7' 46,0O' REVISED DRIVEWAY, EXTEND SIDEWALK TO 6.a WIDE, ADD EASEMENT LINE 7* OFF CURB, REVfSED S.W. DRAIN, ADD STREET LIGHT PER DR00-13. SHEET 3 OF /0 HORIZ: APPROVALS REVISIONS REFERENCES SCALES VERT: AS 5HO&N -DIVISIONORSECTION� BY __ DATE --- CITY OF RANCHO CUCAMONGA DESIGN _ ENGINEERING DIVISION PROJECT NO. Q-�-�(L G,p fI DDCO LYl/!/EW.Q'/ LE,I/l4t�E eC/,QB GUl1E2 eoe.efrE S'r G/GyT['D.t/!'T. 1'}{/ Ite` L pp'd` Bench Mark _ PLANS PREPARED UNDER THE SUPERVISION OF: TRAP C�ON - — No. Date Initials Description /7 -� — -- — — --- - ---- RIGHT - OF - WAY bVS*Z4 s. w oI � � - -- ,,.„�, „-,.,, 5TFREET /MP'TOIIeAfENT /°'LANS FOR D/P8 -- - - -- - - ----__-_- --- -- � • RECOMMENDED 4 7-/2-97 B.0 L. RODEO vg/v6rw,AYzR6A4ake caee3 4eewz1rrl n;llr;.2UCT5.iV�/A/ST4GG Su!DRA/,v R.C.E. NO.--0J_Zkf APPROVED. -- -- - SHOI'✓EO EXisTi/..4s Ff/. 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O.C. v O C, F/. -/048.0/ �A d14 /4 f W4 Q Q h I' NA T!/RAL �4 ¢ 4 4 IN n m 0 W og Q poi �_ti \ Nv \W m 0 o � p - - � a % R=(+) 0.50% \i TOP OF SOUTiy ClJRB a� o�o �` R= �)o..a737 -lt)D•53 PROFILE om /040 0 o g N m,; PROF&L= 1040 N41 � V / j 0 N 1 LV.9TUfi'�1G to I '> ►� 1� \N O �9 � o� t4S � \ O �, �, \p '��rJ2.3/ ��O \ R= r)0.5370 x d OO 9 �(t)0.61 Nz Lim, V I4D P././097.•13P/.-/047. 104-0 i 0 0 W N�ITC//PAL 6FrOZIA/o \ M t4op ) 0 f PART/AL Z7.�g5 1/C. dA Z7 /4 A14 d � R=(t) .40 = - -- - -- - P/. /048..30v L-55.&9' V ` C pull 0 UA .C. m L1 a � /040 70 P F NORT CUf?8 ° N ti N n 0 1040 PROF/L k l�ll00 L L /D.?/i ' qA PROS/LE $GALE 1¢ /5 /ro /7 6%e2N5T)T616%T10N NOT LE%5? 491W1WE1 fCECENTER /&-CONST. 0.30A-C. avFlT 0.45:4.8. D/ 1�VC 2 CONST. COMC. CURB E GUTTER PER STD PLA At N-9//5 t16"C.r) SEE SHOT NQ 7 33 CONST, C01W CROSS 6UTTEf� PER STD c LAAI NR � I CONST. COA/C'. CROSS 61ITTER PER DETA/L SNT N-C/ &7 ' X07 y 6 �q0 5' I 20' 20 _5' � /9 C0A15rRIJCr COA,•r OR/YE1VAV PE,P .STO. PLAN A19_fG6. 373 s.P 48 /9 I TIFA!4EtiMRK -�� ,� �3 r.� I .o ;,� STREET l7 CONSTRUCT SIDEWALK RAMP PER STD. PLAN No 310. 10 0& ' Io��' M 37 `o 3B O- iPEit?OYE �x/rT. & I o)k 8 ►• 'Po ttj brh Slat-,p Z e_ O,e_ViV 11!5r- PID. 10ZAA/ A1_9 S"D7 L• b „'F F /0,'00. 00 It T/PAOE/yMMC 5T. !7A, 207"90 6/ f/.41iEA/AVE. /8 IONPT J'/DEM/,�L/C ,E,� lrl� PL,GN A/! 9/J I I•Ii /89.27 J m ®� T1wVe9"_m'1;e'w STIMATE OF QUANTITIES I /P � � is I . 74, 1 dr di N O / �5 ti4 �> - pp - _ J IOeI .I% -- 1. 30' DRIVEWAY APPROACH 280 SQ. FT dr ,G �0 N cv w �cc. F�' 6 00 5 kqo'b� /4 �4. 1p. p fc) p� / 'h /7 \0 Z k {� b �ti tat' 0,+' aIG - (SEE SHEET 9 FOR SIDEWALK ESTIMATE.) SCALE - R=200' /97.//' R=25 v ,• / L= 5.2�•-- t���, �����f�� I° �� -..D Y) , NB9 34/3 !� w a � 2 � 0�. � I4 C� v I H _ - -- Y) W 3W Oto .'nQ�� v� � � n ( W p Q M ^ q fi a� 2 0 p� o 11 �� °� a x ,/� \ /¢ W � Np� Y � Q +� \�\. C� Lu IN cq -9-6-Er SHEET//9 9 CUR VE OA TA ' ,� ® /g 4r- -. A R L T e4W ff U 90`4049" 35.00' 55.ro9' 35.42' e t T B 890/9'//" 35.00' 54.5 ' 34.59' a45"45,00, - R M G ENGINEERING, INC. C /7'/4'23^' 295.DO" 86 76' 44.72' G " 800 � 9/8 ' .S/7 / �- W 3715 4&•co Aew0 ¢.77 Civil Engineers, Planners & Land Surveyors D /70/4'23" 275.DO' 82. 74' 41 6 9' a 7.30,9e29" q.00' /0.16' ,<177' 3990 WESTERLY PLACE • NEWPORT BEACH, CALIFORNIA 92660 • (714) 752-8171 E /7°/4 23 255.OD 7(0. 73 ' 38.66' FO 90°OD'00" F35 DD' 549,6' 35.00 SHEET ¢ OFIz HORIZ: R E V I S 1 0 N S R E F E R E N C E S SCALES VERT: As S!/DyyN DIVISION OR SECTION P R B' ALS DATE _ -CITY _F RANCHO 1 AMQNC DESIGN - ENGINEERING DIVISION PROJECT NO. No. Date Initials Description Date App'd Bench Mark-. PLANS PREPARED UNDER THE SUPERVISION OF: SUBDIVISION_ - - -- TRAFFIC 5•/48 LT AOVEdCONS'T �t/OTE" l4 -.40DE17 O,P/UE`f/gY.S �• RIGHT OF - WAY STR��T IMpfi'Ol/E�f�lEitlT PLANS FOR -- - -- - �% ADDED SIDEWALK E DRIVE APPROACH - NOTE 17 =r5-SS ---- RECOMMENDED ��-9.�q --- DED �.ws 1--/O le G.� �IODEO O/1/1E14//ay /ZEMO✓E c'u/EB G/IlTE� ,QEL<x'1fT� ST G/G,�/T R.C.E. NO.1'/76!7 _ --- .-- _ �L77M'l 1'W r1c C a`" APPROVED: DESIGNED BY: /Yll� DATE �a PAIFCEL MAP N-9 5/5 74� Plans: DRAWN BY: �J/r�/19✓, DATE � {. �� FILE N 0 . Field Book: CHECKED BY: DATE TRADEMARK STREET ` 4 City ngineer Date i 5.72 DIETERICH-POST CLOTH 40000 L =54.98' 50' V 0 L= O•C. Ci R/. =/04/z4. 0.0. D•C. C�i V G $ N7. ° o h 7??P OF NORTH CURB PIFORLE h v�04 L114414' R /040 R= -)0.54% --- �_ 0 Q __ GAO R3 - .454 , � V 50' VC pp GOt/C. PROF/LE o o , �, d Nh app h NATUfFAL GftDU/1/D ni N V ti t}p n h N f3= (f) 0.40% — m p �` /040 -- ---- _ ` �,. � R=�-> 54 °° --� o o Sa o m >\ l� ` /040 fhl-12329: Asl--)327% TOP OF•SOUTH CZ/RB PROF/LE f). «J0 40 /o /1/ATL/FFAL 61fV1-1N,0 ® At O 5 01 1040 /040 _--.�--•-•-----�"` 4 _ -- _ tj O V p 1h p p 61 I � CV -4/4 414 50' ti C. L s /O/. 7/' ` !A- 414 L =54. 8' P/•• =/04/28 O C. �. 14 '4/4 4414 414 ac. PROFILE .SCALE L=5g.96 HORIZ. /" = 40' o� VERT 4' /3 /4 /5 /(o 17 /D CON5TRUCT/OA/ NOTES /4 1 ONST a..30A.C. a 146 0.45A-5 CA5WL)F AVE/vUE �A A..4vEMENf'GY:O E�D a_CDN9T. CO�t/C.CUfIB E GUTTER PER--f 7,0 PLAN/ �I/s //S(g"C F. EE SHT. Ng 2EDGE Of aa7 "). CONSTO 5 ae4(EFMY.4P/'ft'0.4ef/AND ^Q 3 CO.U9T CO�t/C.Ci/055 O/�TTEA PER.S'TO. PLAN N-0 //V REPLACE Al. �At/cril�lEiVT /N 3 p�y Q Q /NSTALL ,fw- STREET L/GHT.S 0 �, g /,l/STALL 3•TO .9TOP.S/G�f/ s zo' 'E�10' s" 001 ENTERPR/SE �? Vj �lO �' 5 TREE-T Q op IR 9 /it/✓l�lLL.S'TAEET�t 4we-.S/G.�/ PE�9O'TO. PL.4&N-0303 0'9034 II332 I 33 �� vti b 3 I 35 b �` L CQ /¢ CaN.9TRUCT CONC. ,vAmE11vAk, /'ESP sm.. PLsIN /Vs30lo. I } O /5 CONST WHEEL C/•/A/R RAMP PER STD PLAN NO. 310 . /g I . 2 /6 I I "� * ����/ EC4-6&;25- 14lC� CONST. UNDER WALK DRA/N. PEEP yTO. �°lqN Al,,) 507. I >n I• . , is® 8 � � © � � co Jti SEE S E Q`' '`•'T,�,o /9 CONST. 4"Ae S1,WA0.�lii' A,6f STO. PLAN �4.0. 3/0• Oil �I ° � - , _ � ,._. � 6 ,0 �• 11 s ' I 14 N 6 mss. N B 9°34'/3"tN /4 /S x.03 F � ;� o l �� � 1 /038!�F •' �,.$ ,� /4 x� E �"� - -- ------ - - --- --------- -- - - ---- - -- -- - ---------- - - Q k' + 2 ai °� A �' z9 00 > ., aw 3�8� l /7t-92.67-� EN725Ty /SE ST. � � �I � � �� �3/ � A N ti ��6'' � /B t32.B5-�CD�'IMERCE CENTER DR. I I G. i h 13 A . A y�E 5 CURVE 0.97A sF� A .90°00'04„ 35.00' 54.99' 35.00' SyTti`o �/ R M G ENGINEERING, INC. Civil Engineers, Planners & Land Surveyors C 22'5! 08 275.00' /09.68' 55.58' 3990 WESTERLY PLACE • NEWPORT BEACH, CALIFORNIA 92660 (714) 752.9171 255.00 1011 -71, 51.54' O g6°30'42" -35-00' Sg 96' 39.22' SHEET 5 OF /2 REVISIONS REFERENCES SCALES HORIZ: APPROVALS CITY OF RANCHO CUCAMONGA45 SHOWN _ VERT: DIVISION OR SECTIQN BY --DATE No. Date Initials Description DESIGN - _ ENGINEERING DIVISION PROJECT NO. Date App'd Bench Mark-. PLANS PREPARED UNDER THE SUPERVISION OF: SUBDIVISION -- T L •14.86 LT AOVE,O CONST. NOTE /4 - AC�l7El� OP/l/EWgYS 6� TRAFFIC -- ------ — / RIGHT Of - WAY 2. 3./585 ADDED WHECL CHA/R fzAMPS :: UNDERWACK 1�RA//VS. 3./5.85 s�� • � RECOMMENDED •� 5'TREE7" /MPROvE�IA/T PLANS FOR R.C.E. NO. 2/7w q - APPROVED: -/D A K/. ADDED SANT-CUT EX. jr /6. .IND CONST. Of S/491-fW W WHEEL CHA//i' �P.lMP AMO ,0,?1%EK/A' A�,RF44eH UNOE.PN/.4Lk 0rQ4%N11-4- t �/ -- __---. --- - ---- _ - DESIGNED 8Y: M.V DATE ��R�j EL MAP N2 .515 7 • DRAWN BY: DATE 1 !R I '• 1 - rt — - --- — --- — --- Plans-- -- -- -- -- - - --- - -- — — - -- — — ------- /�.I, �R. - ��- FILE N 0 . • ' ' - Field Book: CHECKED BY: ^ DATE TFRPR/SE S TREET (f C C±tv gineer Date 5-71 DIETEAICH_POST CLOTH 40000 i i I 30' JCC. O•C. � V P/.=/033.2/, O G'. to �l nm 61 N4TlIIIII 6/5'a/✓/f'/vJAI \ oho .,ham L=4a1 TO OFNOR ERLY CURB PROFILE E i i # t I /030 N v/&103306 mo m A1A7v/fAL 6ROa49 o - _ t (h m , V O fit ► \ - ���, _.. .- _�___... ' ! i • m Rl N 0.!o4 � m PR FILE /030 0 / O _ M I 3 r TOP OF SOUTHERLY CURB PROFILE NATIJ/1'AG 6�i'011N0 ��----- — A=�)040 { \ ,� _ �0 mp n N . N N , � ; ' /030 /030 �M ��14 d�4 ��4 d�400 0C. E i PROF/LE SCALE { WHIZ : / - 40 t ; ' _ VERT. / /O H l2 /3 14 15 /6 CONSTRUCT/ON �t/OTE,5 _ / COrUST 0.30:4.C. .0V Elr 0.45A.B. rmsr CONC CYdRB �G!/TTEfr PER $TO RLA�1�/• //5 rByC.fJ. -w 7 4�1/,9TALL ,SW. .9Tf�EET /i!/5T,4L L :;5'Tl� $TOP S/GN ONde �" 9 1,VSX4ZL -9TREE NAWSVAI REfT.9TH PLAN 1303 303.4 o2 � A0. �•`� - N1 C� SEE m x 1 4 F, + ; EN ?✓ ,h J 111/// \� SFF SNTS./00`//FOR tV f 25 0 Z6 �' STORM DRAIN PL ANS 19 II 21.2/ f 05 D � I / - - - -- = W �I �✓ _ �5q..il Q elf SCALE /"= 40' VQ II A � k A M G ENGINEERING, INC. A 90,100 35.00 54.98 3 .001Civil Engineers, Planners & Land Surveyors m see-';fIEET X/. 2 8 ('00°38'/'0" .520.00' 560-31' -504-M' 3"D WESTERLY PLACE - NEWPORT BEACH, CALIFORNIA 42660 - (714)752-8171 � 67°Q9'.52" �' 4000' 632.85' 358 42' ! D 90°00'00' �4Q00' 848.23 .540•DO' E 90°00'00' Sa0.00' B79.G4' -'5!(;0-00' SHEET � OF /2 HORIZ: A5 5f•/0LY/V APPROVALS _ CITY OF RANCHO CUCAMONGA REVISIONS REFERENCES SCALES VERT: DIVISION OR SECTION BY DATE DESIGN ENGINEERING DIVISION PROJECT NO. No. Date Initials Description Date App'd Bench Mark: PLANS PREPARED UNDER THE SUPERVISION OF: SUBDIVISION TRAFFIC Al7VEL7 CDit�'T. /1/OTE /4 — .4/J_ !�_EO l7.2/IiEN/�1 KS ADDED ZMAE-WAYS. 315 Yja- RECOMMENDEDAY STREET /MPROMEMENr PLANS FOR R.C.E. NO. 2/7(09 _ J4_� n-1•T1 APPROVED: DESIGNED : Al.(/ DATE F4RCEL MAP A19 5/57 ' Plans: DRAWN BY: /H V¢' C/8 DATE w' �/G Q/� G n /� FILE H 0 . 32-1 3 Field Book: CHECKED BY: JG'. DATE Cit ngineer Date COMMERCE/Y/E l (r E CG LATER �// � I V llff 5.72 DIETERICH-POST CLOTH 4000D 54.96' VC. L =/Ce5l3' L MC-6g a' L=5$.9Co' L �l48.3D %. O-C. O C. d/4 A,4 14. d/4 Its W N z N N NATZIMAL &W&NO i, p W p \p �O jn J R/ -103 G 03 qA O ni 14 A14 74 wf f A414 514 % r D � . 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