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HomeMy WebLinkAbout1373 c1:nl:Rnl, NOTES GENERAL NOTES CONTINUED Ca1t1SlX1KTION N=S & QUANTITY OPINION , PROPOSED EXIST. O SAI1]C(.TT & REMOVE EXIST. AC PAVEMENT. 2575 SF NORTH NORTH 1. ALI, WORK SIIA1,1, 131'. DONE IN ACCORDANCE, WITH THESE P1,ANS, THE R/W R/W FUTtJE�E CI'1'1' OF ItANCllO cucnnlONCn S'I'ANUnItUS, n,ND '1'111: STANDARD 18. THE FINAL Olt SURFACE LAYER OF ASI'l1A1,1'IC CONCRETE ROADWAY SOUTH !'AVEMEIY'1' SIIAhL NOT 131: PLACED UN'T'IL ALL UTILITIES AND UTILI'T'Y R/W SPECIFICATIONS !'Olt 1'0131,1(, WORKS CONSTRUCTION. - CU1tRi•.N'l' EDITION. 2 REMOVE EXISTING CURB & (;(TITER OR DRIVE APPROACH. 2000 SF ('ONTRA(:TORSIIA'Ll, HE NAMIJAR WITH ANTI SI ALI, 131; ItE.SPONSIBLE LATERALS WI'T'HIN THE ROADWAY IIAVE BEEN INSTALL] 1), ALL ON-SITE 33' iMPROVEMENTS INCLUDING ALI, GRADING HAVE BEEN COA1i'1,13'1'13U, AND O CONST. AC PAVEM NI' AND BASE PER TYPICAL SECrIC1N. 17,785 SF IIHPROVEMIENTS 2 42' 20 FOR ADIII?1tAN(,'H. TO '1'-}ESE SPANIARDS AND SPI.CIEICATIONS. PER ALI, UNACCEP'T'ABLE PARKWAY AND ROADWAY IMPROVEMEN'T'S ARE RE- PLAN ADotTIONAL DEDICA M 16 2. ALL PIPELINES OR SUBSTRUCTURES OE ANY KIND, TELEPHONE Olt POWER I►10VEU AND 1t13P1,ACEU 'I'U 'l'Ti13 SA'I'ISFAC'1'ION OF 'I'liE CITY ENGINE'E'R. O CONST. CUM & GUTTER (8" CF AND 24" G(TTT'ER) PER STD. 20' 2' 4' 6' 10• I ' POLES, WA-1.13It METERS, VALVES, FIRI, HYDRANTS, I;l'C., SIIc)iVN oR Noll, [J0. 303. 1362 LF COMMUMTY TRAL EXIST. NATURAL SHOWN ON '1111ESE PLANS WITHIN THE RIGHT-OF-WAY' 1,TMl't'S, Olt 1N � 19 , Underground Utilities: GROUND� ILVEL j ADJACENT AREAS i HERB IMPROVI':Ml-,N`T WORK 1S TO 131' DONT: SHALi, - O5 CONST. SPANDREL b CROSS-GUTTER PER STD. NO. 308. 820 SF 1, �' T�u �� _'•S I I LMVE lila REMOVED. RELOCATED Olt PRO'I'E(;'I'E1) 1N !'LACE' AS R13QU11tl3U A'1' A. Hermosa Avenue The e:�isting overhead utilities NO COS'!"I'O 'IIll' CITY OF RANCHO CUCAMONGA. ( telecommri�nication and electrical ) on the protect side O CONST. AC BERM PER STD. N0. 313. 60 LF 0 �4 rl<1! ELFvt �R (off-710P ') (0.23•) (0,3a) I- 0.00' I ' of Hermosa Avenue shall be undergrounded from the first -�� O.00' I PROFLE I I 3. ANY CONTRA('TOR i I,RFOR1111N(; WOI{IC ON '1'1115 i ROJEC'I' Sl1Ahh Cr'VQtG _- _ _ _- pole on the south side of Hillside Road to the first 8 CONST. END OF STREET TEMPORARY PAVING PER STD. N0. 405. 32 LF _ _ I FAMILiARI%E HIMSELF WITH '1'111. SITE AND SHALL BE. SOLIiI,Y RESPONSIBLE pole offsite north of the project ' s north boundary. lu" ,gowsr�ry t FUIt ANY DAMAGE TO EXISTING t'AGI1,1'I'lES RESULTING DIRECTLY Olt 1 _-— _ — _ - - 9 CONST. BARRICADE PER STD. NO. 404. 32 1,F INDIRECTLY FROM HIS OPERATIONS, WAE'l'IIER Olt NOT SUC11 FACILITIES B. Hillside Road The existing overhead utilities ♦ARTA TO BE 'I - ARE SHOWN ON THESL•' PLANS. ( telecommunication and electrical ) on the project side 10 CONST. 2" X 4" REDWOOD HEADER. 32 LF MAINTAINED t • AC BY HOMEOWNER 3 EDGE OF PAVEMENT FUTURE tMpROVEMENTS 4, /� PEttA11'r SIIALI, B13 013'1'AiNI:U 1'1{OM '!'llE CITY' OF RANCHO CUCAMONGA of Hillside Road shall be undergrounded from the first PAVEMENT 1� 'Er SH UEI'AI{ TAINT' !'It101t 'r0 ANY ENCI{OACI[MC3N'l' Olt pole on the west side of Hermosa Avenue to 'the first 11 CONST. PAVEMENT TRANSITION PER STD. NO. 406. 2 EA PER PROFILE `'TMST. e" WATER LINE 1'NGINI' pole offsite east of the project' s east boundary. 3AINCUT AS REOUIRED CONST'RUC'TION W1'1'111N CI'T'Y OF RANCHO CUCAMONGA EASEMENT Olt 12 CONST. DRIVE APPROACH PER STD. N0. 305. 1,692 SF 6YC/TY INSPECTOR RIGA'-OF-WAY. 13 CONST. COMMUNITY TRAIL PER STD. 1002 AND TYPICAL TYPICAL SECTION - HILLSIDE ROAD 5. ALL GRADE. STAKES SIIALI, 131% SEI' UY THE CONTRAC'1'01{ OR ENGINEER. STREET SECTION, INCLUDING PVC FENCE PER STD. 1010. 570 LF PAVING STAKES SIIALI, 131; SET A'I' ALI, IIINGE POINTS, EDGE OF PAVEMT3NT • Ti , i R , WT3 POIN'T'S WITHIN 0.01 FOO'r OF SUIT-GRADE I3L1.VATION, AND A't' NOT MORE. 14 CONST. COMMUNITY TRAIL PER STD. 1003 AND TYPICAL FwEMENTSECTION , 4- AC 14-AnW(CGAS5?IBASE) THAN 50-1-700'!' INTERVALS. ADDITIONAL PAVING STAKES MAY 13E STREET SECTION, INCLUDING PVC FENCE PER STD. 1010. 269 LF RITC?UIRIsU BY CI'T'Y ENGINI:ER AS NEEUEll A'1' WARPED Olt V13RTICAL CURVE AREAS. 15 PF�7I'ECT IN PLACE. G. ALL SI31VER, WA'I'13R, 131,RC;'1'itlC, GAS, PRONE Olt O'I'IIBlt U'TI1,lTY LATERALS, "ONSTRUCTiON 131%NCTIMAitK NO. I 16 TO BE RELOCATED. MAINS Olt CROSSINGS SHALL Ill: CONSTRUCTED PRIORTO PAVING. 2 INCA IRON PIPE WITH BRASS CAP STAMPED CTR. SBC. 23, T 1 N, It 7 IV, L.S. 3002 17 INSTALL STREET NAME SIGN PER CITY STDS. 401 AND 402. 2 FA 7. COMPACTION 'T'ES'TS 01' I.MiIANI{MI3N'1' CONS'I'1tUC'ffON, 'I'RBNCIT 13ACitFiLL, 1978,1114 'I'll E. CENTERLINE Of' IIERMOSA AVT:. ATT E S. BOUNDARY OF 'T'RAC'T NO. 12237-I COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE 18 TO BE REMOVED. 1 LS 1'E1{FOI{�1ED A'I' NO COSI' 'I,o '1'111%CITY' OF RANCTIQ CUCAMONGA. A ELEVATION: 1948.94 PROPOSED tYltl'I"I'EN ItEPOIt'I' IYI'I'll '1'111:51: C )RIPACTION 'I'13STS SHALL 131; SU131111't1'1'0 19 UTILITIES TO BE UNDERG LADED & POLES TO BE RE 'lOVED WEST PROPOSED RPO EAST 'I'U '1'111; CI'T'Y' ENGINEEI{ T'OI{ A1'1'1tOVA1. PRIOR '1'O '1'IIE PLACEMENT OF BY SCE. WORK TO BE PAID FOR AND COORDINATED BY DEVELOPER. LF R/W BASE MATERIALS AND/OR SURFACING. • 30' ' � S It B 1'O 1{'I' SHALL[ALL B E 20 CONST. 5,800 L STREET LIGHT BY SCE, COORDINATED 12' 2' iO,7 7 5.3' - 2' - I2' - J 8. All Till. COMPLETION OI' PAVING, A MA 1'ERIAL, THRO(1GH CITY TRAFFIC DEPARTMENT AND PAID FOR BY 4 SU13�11'I"1'IsU TO '1'111: CITY I%NGINI'I:lt LISTING ALL TESTS OR ORIGIN BENCHMARK DEVELOPER. 8 EA EXIST. GROUND , ' b' DE.TH (MINATIONS COM I'll H11,171) 'l'O VEIt1FY' STABILITY 011, CUN'I'13N'l' AND B.M. NO. 76 - S.B. CO. FLOOD CONTROL DIST. �.. GRADATION UI' ED 1947 21 CONST. EQUESTRIAN TRAIL DRIVE APPROACH PER STD. NOS. ASPHALT PAVING. MONUMENT WITII E(RASS DISC STAMP PER FT 1 I ¢ER F�' 305 & 813 EXTEND BACK OF DRIVE APPROACH 10 MEET LEVEL LINE i ON 'I'IlE S. STUB OF WILSON AVE. ac T1i13 L'AS'T ' 9. PRIOR TO iNSTALLATI'ON 01' ANi' PAVIN(l, A MA'I TRIALS I{SPORT SHALL RIGHT-0F-WAY WIIN TRi►IJSyERSE M6D1uM BROOM FiNI3H. 672 SF 0.3' � 0.23• 0.30' SiUi% OF-Till-.' A[,'!'A LOMA STORM U1tA1N CHANNEL I BE SU13�11'I"I'1:D '1'O '1'111: C1'I'Y' 13NGINEElt I,IS'1'1NG ALL '1'135'1'5 Olt ELEVATION: 1757.39 - - ! r24 01''1'131{1111NA'I'IONS ('OMI'I,E'1'I%I) 'I'O VISI{1!'Y': SIEVE ANALYSIS AND SAND 22 CONST. HANDICAPPED RAMP PER STD. NO. 310. 110 SF _ I I E'QUIVALEN'T OF AGGREGA'T'E BASH 8 R-VALUE.. 4 23 INSTALL R-1 SIGN (STOP SIGN) PER STD. NO. 402, 111. PAVING SIIAJ�I. 131' PERFORMED IN ACCORDANCE WITHIt-VALU13 AND LIMIT LINE AND STOP LEGI�iD 1 EA l'A1'13P1EN'1' 'I'13S'1'S 'I'AI(EN TO 1)1--THRMINI: STRUCTURAL SEC'T'IONS (}'it101t 3 '1'O FINAL PLAN' AI'I'1{OVAL). 24 CONST. CONCRETE SIDENUX PER STD. NO. 310. 1,656 SF 11. IYIIEN IMPROVE.RIENT-S ARE TO 1313 PLACED ON NATIVE' SOIL, W1"C1i 25 INSTALL STREET TREES PER CONSTRUCTION NOTE CONS1,;1'S 01' A I{OCI(Y MATERIAL, '1'1113 SUB-GRADE SHALL 13L 1'i{EP.. RED FOR STREET TREES AND LEGEND ON SHEET 1. Zb 130 / IIY REMOVIN(; AIJ, ROCKS WillGH PRO'I'ItUDE ABOVE 'T1IE SUB .ItAUE ND ALL VOIDS Olt I)EI'It13SSIONs SIIALI, 131: I'1 I,1,ED iYl'1'll n FINI GRADE 5 ,gjREET TieEE LEGE�t/D 26 PAINT/REPAINT PAVEMENT MARKINGS AS NO'T'ED ON PLAN. 1 LS TYPICAL SECTION WOODSIDE PLACE M/ TI-At1A), OF A RUALi'1•Y 111.1"x131{ TI]AN 'I'll Ii NA'1'1VG ,VIA'1'1sIt1AT" AVERAGE T.I. = 5 = SP11AI:i' CONCItli'I 1S '1'O 131: 1'I,AC1'1) ON SUB-GRADiS, A SOiLS STREET COMMON AMAMe SOrAvlGAL A/AME spAe/NG 8/ZE &TY 27 CONST. t9NDER SIDEWALR MAIN PER STD. NO. 507. 20 LF R 72 N T S 12. iF ntti A PAVEMENT SECTION = 3- A.C./ 4" A.B. (MIIv.)(G'LASSIIBA ) S'1'F111LAN'l' ItEGIsTrRHD BY 'I*IIE H.P.A. FOit USE UNDER A.C. AND P.C.C. f/E�PMoSA ALE LONOO�t/ PCA,vE T,QEE PLAT/�t/US AGER/FOS/A 30' /56g/ 5 N/LLS/OE RO W 1 Il DW L EAf P, ,eMiA1T EUC�L YP7a.9 N/C'f/OL// 25� 5 Ga/ EXCAVATION FROM ALTA ROMA BASIN TO THE SATISFACTION SIIAL', -3B UNIFORMi," AI'I'IARD A'i"I'IIE P1ANU1'AC'i'Ult1'it'S }tECOM1IENDED OF THE INSPECTOR. 35 CY RATE FO.' Till; FULL t'AVi?i►1EN'I' IYIU'I'll !'It10It 'I'O PA .II.G. Wooas/oE PL. so�✓T,%fin/ MAGNOL14 AAA6NOL�A 4K,4n/DiA-1A50• /5Ga/ /4 � '� 'rl'r113S iS PROVIDED BY Tl'.: I:NC1Nrrl♦ OYi.Y FOR THE29 INSTALL 4" CAST IRON PIPE 67 LF ' 13. OPINION QUANTITIES CONVI%Nlrt'„Is OF1'1'111: I"" ` '1:�•, 11113 CON'T'RACTOR SIiAI,L MAKE IIIS CONSTRUCTION IIOTFS FOR STREET 1REES Q 30 FUTURE STREET TREES PER CONSTRUGTiON N10TE FOR ST Elf OWN ll 1''IE!",11"A'I'10N OI' CON.. ''tUC'1'ION RUAN'I'1'i'IBS t3rFO1tE SUC3M1'i"I'INO O TREES AND LEGM0 ON SHEET 1 7a BE INSTALLEV WHEN PROPOSEO A 1311). ANY I'T'EM 01' !YORK RE`untEU BY THESE PLANS WHICH IS NOT E. INTERIM TRAIL IS REMOVED. 5 EA EAST R/W SprCIFiCALLY LISPED IN TllE t3STIMATH CF :JAN'i'I'rIFS SHALL BE 1. All street trees are to be laced in accordance with City CONSiDI%RUD AS INCLUDED iN 'T'I'E OT111"It I'T'EMS ( IJORic. Standard 601.FUTURE p EXIST. CA STANDARD NUMBERS WEST R/W 14. STREET SiGNS PER CiTY of itANCito Crcnnlot,' 2. All street trees shall be staked and planted according to City ui I a Rn" 401 AND 402 SII ' LL Eli CONSTRUC'1'[i1) A'I' CACii iNTCRSCC'ffAJN. Standard 605A -nJ 90058, > 34- 34' I ,t OPER FRC Q IZ' INTERIM 1S. CiTY APPROVAL, G: Pi,AN'' ..�rS NOT ItELirVE Tiir Dr` F 3. Backfill Mixture of all street trees shall be per the reconviondations jl ( IO f0' 2' Ir , r COMMUNITY 0 RESPONSIBILITY FOR 'I'tl.: CORUECTION OF ERROR AND OMISSION I2' DISCOVER1iD DURING CO-,NSTRUCTION. UPON REQUEST, T'.E REQUIRED of an agronomic soils report furnlsheJ to the City Inspector. 5JZ-L Ila L By Imo' 2 PLAN REVISIONS SHALL BPItOP1!''t'LY SUBh1['["CL'D 'I O 'rt[r CITY ENGINEER 4. No street tree shall be planted where the center of the trunk is 3p FOR APPROVAL. closer than three feet (31 ) to the face of curb, unless otherwise LEVEL LINE LOrE FVRxn='nes I F(ml> , TOP OF cul 3,fRoAl cuee Q iG. WORK SiTE AND EXTERIOR s,rRi-,.rI'S SIEAi,L BE IN A NEAT, CLEAN, noted. � LL , O_� FtrrURE EXIST. o.s3' I EL PER FACE iiARARD-FREE, ORDI%ILLY STATE 'I'llROUGHOU'C CONSTRUCTION. 131TG V) ' I oma• VARIES 5. All street trees are subject to inspection and acceptance by the City I 6 oz�' PER PROFILE SIIALI, BB CI,tiANEI) UPON it*'G?U1'S'I' OF '1'll1' INS► _ .':C It. I 7- 1029' o.•a3') Engineer. � VT CONTACT UNDERGROUND SERVICE ALERT AND ALI. UTILITY COMPANIES AS Mt 12 REQUIRED 2 DAYS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE YP. _�� s23_ _ii/_ 6�x 6" Q ARE THE FOLOW�ti... x 1 0E) Q RROP =21CFS ' HILLSI�� -' ROAD • � � � � MOWS RIP � �- SEE SHT. 3 • ��`c. = o 14 A. SAN GABRIEL VAi, , rY ATINiCIT AI WATER DISTRICT 'The Equestrian fences shall be located per the following criteria: a- MR. BOB SI'ALLINGS (213) 969-2718 + PAVEMENT I I %, eve i M FOIL BASE' LINK ROAD CONSI'RUCTION� 2 `-- It3 * Fence shall end 10' back from the B.C.R. or per IFUTURE MPROVEMENTS �: t3. Q 3 4 D. GENERAL TELEPHONE (800) 422-4132 FOR UNDERGROUND SERVICE t recommendations of Traffic Section. INDEX MAP ` C. SOUTiirRN CAi, FORNiA GAS COMPANY * Fence shall end 2' to either side of an fire 2191 1i. BIRCII STREET or utility enclosures, y hydrant DRU CA 9215211N T 5 TYPICAL SECTION — HERMOSA AVE. (714) 529-2889 do (714) 529-7070 Fence shall end 1 ' to either side of any street light or utility pole. >a CUCAMONGA COUN'T'Y WATER D1S'CRiCT * T.I. • 6 R•72 NTS W641 SAN A'E''IrRf RDiNO ROAD Fence on street side shall end 5" to either side of PAVEMENT iECT10N=4• A.C./4• A.S. (MAV)e*CCASS 7 0A,9E) 1kANC110 CUCAMONGA, CA 91730 driveways with transverse medium broom finish Q ADDED RETAIN/NG WALL ON (7}4) 997-MI ► concrete apron. 2 PRIVATE PROPERTY JES_ 3-1-q/ REVISE TRAIL ON HERMOSA PL=R CITY ADP Additional fence setbacks from intersections may be required per Traffic t&CONsTR. NOTE 30 , ADDED 5TREETT E ��L Z C. #'ir1`ROPO'��"f AN 1VATCYt UYS'i'RiC't' Section. P.O. i�OX 5,f1'53 AND DRIV1={NAYS ON WGbPDX7E PLA,---r--. ` '3' 1 LOS AN(3tt% CA 90054 DESCRIPTION OF REVISION EN6R C Y (714) 5193-7`4'74 CITY-LIMITS OF RANCf10 CUCAMONGA INiTIAL DATE APPROVE >p. pACii"IC '1'•lS't,RpiiONFCOMPANY CITY OF RANCHO CUCAMONGA (714) 9.91-5639 > < ALMOND STnEET TRACT NO. -13621 PRIMATE EMYNI FR•s /OrriCE To DDKTR AGREES STREET IMPROVEMENT PLAN S GROVE CONTRACTOR AEES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBVISTA ILITY FOR N W D < _ W J SITE CONDITIONS DURING THE t �� OF CONSTRUCTION OF THIS PROJECT, ,� INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL h 9 APPLY CONTINUOUSLY AND NOT BE L I M I TED TO NORMAL O"WORK I NG HOURS: AND THAT SM C THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLE) THE OWNER AND THE ENGINEER S HILLSIDE ROAD �QfESSipNq APPROVED BY DATE s HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, iN CONNECTiON WITH f ����QvIA y CITY ENGINEER l � R.C.E.NO. 22397 h - . HE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING � �� � , CZ FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND = fi DESIGN CIVIL ENGINEER:NG RECOMMENDED ~ ''��' '•• LANG SURVEYING APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE W WILSON AVENUE'' o`"c 7° `) S ' ` "� LAND PLANNING RECOMMENDED ►Ilwl�n _ ANS WERE OETERMiNEO BY A SEARCH OF AVAILABLE PUBLIC RECORDS, THE CONTRACTOR < 84PK W`�67r15I Py UP NO CA 1)1786 • * * DRAWN �14I9�699t9 SHEET HALL POTHOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY EXACT ` ! 1 D LOCATION OF SAID UTILITIES. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO J' ' d 28022 1 �Q.,�__ EXISTING UNDERORouNo UTILITIES OR STRUCTURE EXL�PT AS SHOWN ON THESE PLANS, lglfOf C.��`�p MY A TH R Y X 1 S 3/31/90 THE CONTRACTOR 19 REQUIRED TO TAKE E)UE PRECAUTIONARY MEASURES TO PROTECT VICINITY MAP C H E C K S D R N G N O. THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES NOT NTS DATE 1G FILE NO. 9�N OF RECORD OR NOT SHOWN ON THESE PLANS. ,► L=60.98 0.C. o L=69.03 O.C. S i� loo' v.c. o Lj PJ. = 1874.01 in r) �- 0 U ++ CD u H N h m w N O O N U O J M 1 U 0 + i 0 � ♦ N O U u I ; m 00 V p �� 17 O J - 01 O 0 In I- 11 m Q sv C; L; � � o ^. 0�2 �' Or; - Z OV ori oci cu 1.- PROP. p N / p o � Nu CJ < lo g OJ 1878 1 0 + 0 � / T.C. Q O / 1890 1* f ; • C <� - r• o U n o u LEFT uj 1 �+ -0 00 0 N � � ti �` Z101 , / LEFT H co •1. :' t\ i+ m uj o N ti �Fes- - o /m - Z N �CD 0- g +o2M in to '� = ocv _' ti+ n"' / v o+ 0 b - • w+ r) 0JbS ..U V1 •- � 11.� +0 � < K� C3 O OJ / 0 j / M r) U C! �• la a1Do / ' M loo Cn o/ 0 100' V.C. /'/ r s 0 L) o n N 5/ _ p - CD �' EXIST. CENTER LINE PROFIL� .I• vi P.I. = 1873.78 0 . Q In . a 0 -1 o �? < m /40 J U 6 r g J co 6• TAN%3.61% ci Lo " v MIT Cu co U W < co ai^ 41/ + m �' 5' M r, S J �� 1878 rn o f m O J _ a to - z o + 1 890 C . L . J "' '7' 40 ^ cu 'I• Mci < m /40 plc C.L. O aoC! oM // No PROP. C.L. J N �A< N vC . L . I.- c) O N. r 4c coO ►- In O m in U Q rn o ^ A .� ^ d >6�6 . - • 0 2 rnUl-- w_ o/�U) v o / © ci at / O ' � � N ~ 06� � . wN ti j - O WNom. / fn N, 2 < o V cn - tool w 0 L=69.05 O.C. In co< m / 6 -cmw - 6� < 6� o � � U) - (n � � PJ. = 1874.01 0 N / . moi, R co cn - o U / 0 Q < a+ ct a N o TAN=3.SV% In F' �• N v o m - ` f� • v' 6.33•/. O ' + o/ ® 0 � oN 0 U OV / •� Z O N � // SCD O h H • ► A _ + N 1878 -j I o U O ~0-4N - + N `� 1890 �.. RIGHT - o �o0 + N a RIGHT RIGHT OD = 0 . . - ,� / � - a C.) • •/ IQ / o ek PROPOSED TOP OF CURB o a o o o � b• cD . K/ o ,j 0 01 / o _ 0 Ib < �v z 04 / PROP. I*'LY j �, b � 0) � Q // I .C. U) TAN=3.61x o L=60.97 O.C. ti . . .�...... : ....; 9t 00 .e_ 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 1 + 00 16+ 00 17+ 00 0+ 00 1 + 00 2- 00 3+ 00 PROFILE SCALE I r' _ 40' ' I VERT : 1 in s 4 ft 6 IZ 0 / HORZ: 1 1 n - 40 ft IZ 5 `t /2 I 1" = 40' I _ ~ 16 NdTE: ALL EXiST. TREES 8 SHRUBS WITHIN THE PROPOSED RiGHT ` ob DRi 0 1 u X �' Z_G OF WAY ARE TO BE RE-LOCATED AT OWNERS LOCATION. I d 3 - Nl)c z W o 8 ,19' / o • m w o � 1 N N to _ d 96.L43• 3 m N w 10+00.00 HERMOSA le; � U. w N w '� W 2 ';� r` �� o ZO Ij LL Nv; . • cv O (60.59) FS I • ti • - tp 0 � '` ti FUTURE URB d GUTTER +v avMo CONST LK'TIC2Q � - D'H„ 3 _ .�., 94.37 .., z �1 SM CUT i ItEMOVB EXIST. At PAVEMENT. U 0 h � .. S . FAST - i s NE�) I I cn - - O2 REMOVE EXISTING CURB i C2TI'TER OR DRTVE APPIYiACfl. Q - 6 9 ' - '�#- t3 NO°13'22' - ' ,' ° ' ,�` © CONST. AC PAVEMENT AND BASE PER TYPICAL SECTION. � g 24 WI-MR) PER STD 6, • x �` - a� ' x •' x � � x ' � O4 CQVST. CURB i G[TTTER (8" CF AND • � � tl�c� 80 N �� ) � 8 4 MMUN 4 L 9 7 No. 303. N k - - 0 272 . - W 14 S4� II . AC t3ERM PER STD. NO. 313. 1v I► Q' 104.02, . Id+49. 0 30 J 45 C w '" CONST 13 V ; M ATC H LINE W W D µ ,30 0 �o Q Z 120D ooNST. END or srREEr TEMPORARY PAvn�G PETt sTD. No. 4os. 12 0 � a►11RO� n cr II! O OWJF- F- cr k ~ p uj J 0 0: o Q h 0 IL ti Q O o w Q QT1ST. BARRICmz PER STD. ND. 404. I 19 SEF_ SHEET ;••3 m ti 0_ w ; \ 2 © N 3 b p s� + a 0 N 6 w_ N _j 0 0 10 CONST. 2' X 4" REDWOOD HEADER. 3 = rZ NOTE: ALL EXISTING STRUCTURES TO BE 8 8 9 t 2 19 w W END 11 OONST. PAVEMENT TRANSITION PER STD• lA. 406. REMOVED. / M4 4 Yw A 2 12 F-guim 0 ©2 OCNST. DRIVE DpFcACB PER STD. NO. 305. • !- ��O (n Z H _ 14 CONST. TRAIL PER STD. 1003 AND TYPICAL. t �'Y E PLACE �� - - ��� �` J STREET S�tON, INCLDDING PVC FEIN PER STD. 1010. � n NJ IL -' s ale - r •► . ® . 15 PIYJT'fXT IN PLAICE. �' l O 16 TO 1 REIDCATED. ADD DRIyr=wAY'S TREES ON WoODSIDE PC. ., O © NOTE30O LIIGHT.' ADD GONsTRUGTiON C•P J_. 17 INSTALL STREET NAME SIGN PER CITY STDS. 401 AND 402. DESCRIPTION OF REVISION ENGR TY INITIAL DATE APPROVED • 18 , REa4ovED. CITY OF RANCH iO CUCAMONGA UTILITIES TO i POLES TO BE REMOWD +_ � BY SCE. WORK T O BE PAID FOR AND COORDINATED BY DEVELOPER. TRACT N O. 13621 CURVE DATA s CONsrRUCTiON Riil'1CiiMARK NO. i � O ODr1ST. 5,800 L STREET LICIT BY 9CE, OOORDINATED �STET IMPROVEMENT PLANS d R L T 2 INCA IRON PIPH WITII BRASS CAP STAMPED MUUGH CITY TRAFFIC DEPARTMENT AND PAID FOR BY L.S. -M '°P�' HERMOSA AVENUE' & crit. SEC. 23, T 1 N, It 7 W, .. . 1 90°00'00" 27.00 42.41 27.00 � 1878, IN 'X111: CI:NTCsItI.INI's OF II[;it-�10SA AY1:. 2 12°50'32" 308.00 69.03 34,66 AT HE S. DOUNUARY OF TRACT NO. 12237-1 22 'o NS'T. HANDICAPPED RAMP PEP, STD. N0. 310. ELKVA'I'ION: 1948.94 WOODSIDE PLACE 3 12°50'32" 290.00 65.90 32.64 23 DiISTAIL R-1 SIGN (STOP SIGN) PER STD. NO. 402, Lil1I'f LINE AND SLOP LEGEND OQ�OFESS 10/11,4`F APPROVED BY 1 DATE 4 12°50'32" 2'72.00 60.97 30•.61 5 12°50'40" 272.00 60.98 30.62 Q f3�T. CONCRETE SIDEWALK PER STD. NO. 310. Qc�, �NVVIP /Q� yc CITY ENGINEER f R.C.E.NO. ZZ3ST CML ENGINEERING V DESI N RECOMMENDED �.�.p�. r�wI �y LAND SURVEYING O �1�+Gi T P� QCRpit[\ JiL 1JI1 W S .• LAND PLANNING �,11I 6 12°50'40" 290.00 65.01 32.64 ORiCIN BFNCiiMARK PM �T TRM AND LBOM CH SHFTI 1• °[ No-C 28022 NL) * DR �A/ Kw. 9?nst/ PLANo o»aa . pl.ls.a9s19 SHET ? 12°50'40" 308.00 69.05 3- B.M. NO. 76 - S.B. CO. FLOOD CONT ROi, Di 47 � PRwr/wPA]NT PAVEmE TT MARKINGS AS NOTED ON PEM. � AlJ � � .E.NO. lso�2 OF 8 90°33'52" 27.00 42.68 27.27 MONUMENT Wi'CII BRASS DISC STAMPED 1947 J / ON 1'lIC S. SIDE OF WILSON AVE. do THE CAST cl Y�v �! l/ 31Dts OF Tltls' AL'CA LOMA STORM DRAIN CHANNEL FUTURE STREET TREES PER CONSTRUCTION NOT1= FOR STREET �O TREES AND LEGEND ON SHEET 1 TO BE IN5TALLIED WHEN ��RTf OF CRt�f CHECKED Y T O R IT _E PWS 3/31/90 D R AO. JELEVATION: 1757.39 INTERIM TRAIL.._ IS REMOVED. DATE FILE NO. �� !' RIVERS,DE BIUGPP NT ,:a=- -,p 86222B L-42.41 0.C.1 1-4t.41-O.C. j fCY4 614 4/4'h/4 J 44 614 014 6 �4 6 ? i w tt , Q i JB a �• N cu i t EXIST. GROUND • . v r� �D o ^ PROP. N'LY R/W 8 �a - o r• in �° c a 2,46 % ow IB !D / }.. 1. 1882 LFYTc1N 8 ' $ �� ' 4. ' LEFT TG 8 PROPOED TOP OF rot3RB 2.4b X v l.22' NORTH�OF'CENTERLgVE U ' $ t° t I.- I P�OMsEo eco,►►[ � 8 8 }- i ^-' � �� �� f ' t Cc t0 4g '� 8tW tj7 - � �� L j r 2• .. j Ip cU 40 '' � — �p �. fdf7iRE TDr o.► In e- Ir 8 cc � i1 01 g W1A — rA 2.46 X o w — — o X ; 0 Wgo C � v • ••• h X Q' 187Q. _:_ _ __ �_..�__. _�__.___ -_ _ ' _ ____. ,_ o ______._�__ 11882 01 LErT EP J,+ 8 , L W „ m m _ ; LEFT EF Ia O W a a QI ► •. 8 d 8W � � le � -�- i • • .. /` EXIST. EDGE OF PAVEMENT yyZ�1 to '-� 6 16' NORTH OF CENTERLINE S2 • I I 1 1 1.870 . _ _ ._ _ _ _ _ . . .1 i_ - - _ _ _ _ . _ _ . . _ f � 1•882 . L r. L . .�E=T. ff1114MMFD 9URMCE �• ' , f I 9 CENTERLINE � •r , _ I I f J 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 15+ 00 16+ 00 17+ 00 18+ 00 PROFILE SCALE VERT : 1 in - 4 ft HORZ : 1 In - 40 ft NOTE: ALL EXIST. TREES 8 SHRUBS WITHIN THE PROPOSED RIGHT Ig OF WAY ARE TO BE RE-LOCATED AT OWNERS LOCATION. 9 8K t g 1 K1 I` 8MS SCALE 1" = 40 TYPIca� w + _. I a aZ9 r, in F R•IT �•K.1• n[ fME!' ,� RiffN _ PROPOaED R/1M TYPICAL ;._ r 17 I I _ lb F � -- -� 1g 0--o - 0 0 4 I 0- 'G �^%• 28 PC ' 68,74 TC - .66 7 .1 7 11 _ o - JOIN - - - n - - - JOIN I - io - - JOIN - h - - - =`— - r - - 'I�ION NO= i QUANTPTT OPDUM � � r " •Q � N M-4��6" a �s o � �III n .i. - o-i 1 t�T i REMOVE EXIST. AC PAVEF'(1=IITI'. * � • EXtST. AC pER� j� . AC BERM O 1 � �T __ __ _ __ _ ExISr. R/ar ---- o , WLAGSt�Eo EXIs R,w O3 CONST. AC PAVFJr'FNr AND BASE PER TYPICAL SECTION. o uTlxtE ct�s 6 R � r p » N —40 � � � � � � •• a t�0 � I M O !� V r � W v � � N IL 4 CONST. CURB i (_TPTER (8" CF AND 24" GU17n) PER STD. '� 10 furuRE R h " r - t- O ND. 303. v w a 3 i OS CONST. SPANDREL i CFCSS-GUr= PER-STD. MD. 308. - OOCNST. AC BERM PER STD. NO. 31# �� HILLs1�E � .ROAd - s oQaol;Essloygt w .-• � � F _ 11 CONST. PAVEMENT TRANSITION PER STD. NO. 406. - �C.�Q�,11-LIP 13 COAST. COMMUNITY TRAIL PER STD. 1002 AND TYPICAL >• �, STREET SECTION, INCUIDING PVC FENCE PER STD. 1010. - NoC 28022 AA * * DESCMPTION OF REVISION DATE APP T 15 PROTECT IN PLACE. c/V 11 ��' 16 06 � BER>-> 'TED• 9rfOF��` CITY OF RANCHO CUCAMONGA le To BE RFa1ovED. TRACT NO. ' 13621 19 UTILTTII 1O BE i POiLES 1O BE R!?1OlED • E_, r BY SCE. WORK TO BE PAID FOR AND COORDINATED BY DEVELOPER. CONSTiI:UC'1'JON "lowIiMARK No.' 1 s T 1 I� O EI�4FI T PLANS OCONST. S,800 L STREET Limn BY SCE, COORDINATED 2 1 N C I I IRON I'I!'1s W I'1'1 I BRASS CAP STAMP PID C'1'IZ, IN'I' lR 'l 1 E It 7 W, L.S. 3t1U2 L-'s HILLSIDE ROAD DEVE PLA CITY TRAFFIC DEPA,RTMFN'I' AND PAID FOR BY NOTE: IMPROVEMEi�TS SkALL C"� C�ROIt�1KCED WCCH THE 1978, IN '1'111: CENTERLINE OF IIl;l1`MOSA AVi:. . A'I I Ilr S. BOUNDARY OFTRACT RACT NO. 12237-1 C17Y PIRMECT. ANY CONFLICT IN SCNEODUt� THE ELEVATION: •1948.94 t` W:071 TO STAT 1 21 CONST. EQUEST111M TRAIL DRIVE APPR3MM PER STD. NOS. CITY SC EtEDU lE 51yP�ll.TAY.E PR\OR1T`(. APPROVED e Y DATE 30 5 i 813. EXTEND BACK OF DRIVE APPRCJ�►CI1 TO MEET C 1 T Y.ENG 1 N E E>t / -' w.0.E.N O. 122307 RIGFTT-OF-1i4Y.'C'�tAr�3J6ttsE MED. ZZOCIM FktJkSO., • DESIGN CML ENGrNEERINo RECOMMENDED LIMIT LINE AND STOP LEGEND - �a LAND PLANNING LE14 i,m ISO J S G • "� LAND SURVEYING 23 INSTALL I�1 SIGN (STOP SIGN) PIIt STD. No. 402,- . CURVE DATA - - O25 INSTALL STREET TREES PER CONSTRUCTION NOTE R t T ORIGIN Q ENC11M A R K DRAWN G H II E T B.M. NO. ?G - S.D. CO. FLOOD CONTROL DIST. KIK w. >iTa�T,/ �C>�AND ca, »o .pu1 s•o-vQ�t 4 . WITH J D W / .E.NO. 18022 «� OF r ! FOR STREET TREES AND LEGEND ON SHEET 1. 1 90°00,001, 27.00 42.41 27.00 MONUMENT BRASS DISC STAMPED 1947 i N ON THE S. SIDE OF WILSON AV.E. do THE EAST � �7p 1TY:_gX S x/31/[0 27 CONST. WDER SIDEWMX DRAIN PER STD. NO. 507. C H E C K E ORA 1 0 NO. 9 SIDE OF THE ALTA LOMA STORM DRAIN CIIANNCL t ST LL " CAST P PR►. T- �- - DI � - kLCVATION: 1757.39 _ DATE FILE NO RIVERSIDE BIUEPR NT RIVERSIDE, CAIN