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rMtll>f10[ Kf1AW111 vv441I /!' com, R/W 73• R/'w R/w 66 Rlw GENERAL NOTES 0 ' It 1 C� TRNCTION NOTES 6 QUANTITY OPINION, 42' 33' 1. ALL WORK SIIALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE (D-SAWCUT AND REMOVE EXISTING AC PAVEMENT 10,076 OF ' 22' l8• 1r 2r Ir CITY OF RANCHO CUCAMONGA S'CANDARDS, AND Tim STANDARD 2 10 (0' 4 SAWCUT AND REMOVE EXISTING CROSS-GUTTER 126 SF SPECIFICATIONS FOR PUBLIC WORKS CONS'CRUCTION - CURRENT EDITION.' 12 10' r 13' CONTRACTOR SIIALL BE FAMILIAR WITH AND SIIALL BE RESPONSIBLE 3 COLD PLANE EXISTING AC 3 PAVEMENT, 0. 1 ' THICK PER DETAIL 9 ' t • 2• FOR ADIIERANCE 'TO THESE STANDARDS AND SPECIFICATIONS. SHEET 3,555 SF 003T. PV.AT. I EXIST. 8- C.F. 8 VAW3 (0.7% 2. ALL PIP a--CONSTRUCT B" CURB FACE AND 2' GUTTER PER STD. NO. 303 3,881 LF 1 p 18" GUTTER TO 2.8%) II (NES OR SUBSTRUC'TUItES OF ANY KIND, TELEPHONE OR POWER, _ POLES, WATER ME'T'ERS VALVES FIRE HYDIZAN'I'S ETC., SHOWN OR 'NOT 5 CONSTRUCT SPECIAL CROSS-GUTTER PER STD. NO. 30►9 1,972 8F 1/4- P EXI3T. AC LEVEL LINE �.:.: ' ' ' (k; & 1 PER PLAN)PER FOOT t DIKE ;� ,IOM 023' „ .-, SHOWN ON 'T11ESE PLANS ►VI'CIIIN l'l1E RIG11T-OF-WAY LIMITS, OR IN w ' 0�1.7x � / ADJACENT AREAS WIIERL' IMPROVEMENT WORK IS TO. BE DONE SHALL bO--CONSTRUCT 'TRANSITION CURD AND GUTTER PER DETAIL "1" BE REMOVED, RELOCATED Olt PROTECTED IN ON SHEET 1 13 PLACE AS REQUIRED AT 51 LF I '' = :: • NO COST' 'TO 'Ct1E CITY OF KANCIIO CUCAMONGA. 7a•-CONSTRUCT CONCRETE DRIVEWAY APPROACH PER STD. NO. 343 ;� 'f' •. ., (W=22' , X= 5' , UNLESS OTHERWISE NOT A o 0 0., I--- EMT. PVMT. 3 ' �/// ' ED) 8,425 SF •� •� 6 1p 3. ANY CONTRACTOR ItAC'COR PF,f.FOlt11IING {YORK ON 'CAIS PROJECT SIIALL 10 4 FAMILIARIZE IIIMSELF WITH THE SITE AND SIIALL BE SOLELY RESPONSIBLE O'-CONSTRUCT EQUESTRIAN TRAIL DRIVEWAY APPROACH PER STD. � 4 FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR NOS. 305 AND 813 10385 SF INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES &-CONSTRUCT 3" AC PAVEMENT AND 4" BASE PER TYPICAL � ' ARE SHOWN ON 'I'IiL'SE PLANS. SECTION 43 000 SF TYPICAL SECTION - HILLSIDE ROAD TYPICAL SECTION - SAPPHIRE STREET f1�1 --CONSTRUCT 4" AC PAVEMENT AND 4" BASE PER TYPICAL STA. 1.00.00-10.50.00 4. A PERMIT SIIALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA SECTION 31,470 SF T.I.•s R•703 ENGINES?RING DEPARTMENT PRIOR 'Ib ANY ENCROACHMENT OR CONSTRUCT VARIABLE TEIICK::NESS (11.i ' MINIMUM) AC OVERLAY ' STATIONS 10+49.2'5 TO 16+00.00 NTS T.I. = 6 R = 70 - CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR PER TYPICAL SECTION 18,524 SF RIGIIT-OF-WAY. (0--CCNSTRUCT HANDICAP ACCESS RAMI' PER STD. NO. 310 275 SF 75' ` ', 5. ALI, GRADE STAKES SIIALL BE SET BY TIIE CONTRACTOR OR ENGINEER. CONSTRUCT CONCRETE SIDEWALK; PER STD. NO. 310 _ � 7,263 SF PAVING STAKES SIIALL BE SET AT ALL (TINGE POINTS, EDGE OF PAVEMENT INSTALL 58U1► LUMENS STREET LIGHT BY SCE (TO BE 42' 33' S'LY IOIN'TS WITIIIN 0.01 FOOT OF SUB-GRADE, ELEVATION, AND AT NOT MORE COORDINATED BY EEVEl_OPER) 18 EA 20 22 18± R/W N'LY THAN 50-FOO.' INTERVALS. ADDITIONAL PAVING STAKES MAY BE 19 2' o I-VAR1E VARIES 66' R W REC�UIRED BY C[TY ENGINEER AS NEEDED AT WARPED Olt VERTICAL CURVE ©-AD,]UST VALVE CANS TO GRADE 2 EA rrrori: O' T014' I 33' 33AREAS. 1l--INSTALL R-1 SIGN (STOP SIGN) PER STD. NO. 402 3 EA 11 22 22 It 6. ALL SEWER, WA'T'ER,' ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, �--INSTALL STREET NAME SIGN PER STD. NOS. 401 AND 402 2 EA ! 4" RF I I 1 VARIES "1 I MAINS OR CROSSINGS SIIALL BE CONSTRUCTED PRIOR TO PAVING. CONSTRUCT COMMUNITY TRAIL PER DETAILS ON SHEET 4 650 LF EX13T. DIKE 4 EXI3T. AC I COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 0-CONSTRUCT PVC COMMUNITY TRAIL FENCE PER STD. NO. 1010 3,605 LF COMPAC'T'ING ORIGINAL GROUND AND ALL SUB-GRADES SIIALL BE 0-UTILITIES TO BE UNDERGROUND AND POLES TO BE REMOVED PERFORMED AT NO COST TO 'mir., CITY OF RANCHO CUCAMONGA. A BY a'd _• ,; 1 SCE ( TO BE COORDINATED BY DEVELOPER) 665 LF 6. •f WRI'17EN REPORT WITTf THESE COMPACTION TESTS SIIALL BE SUBMITTED 10 TO TIKE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF f�-CONS'TRUCT 4" DECOMPOSED GRANITE SURFACE PER 4 _ STD. NO. 1002A 32,000 3F ARIES• ' BASE MATERIALS ANU/OR SURFACING. �--CONSTRUCT b" CONCRETE PAVEMENT WITH ROUGHENED SURFACE 640 SF TYPICAL SECTION -SAPPHIRE STREET' 1 -� ' 8. AT TILE COMPLETION OF PAVING, A MATERIALS REPORT SIIALL B 3 I I 13 E �C -PROTECT I N PLACE LS SUBMITTED TO THE CITY ENGINEER LISTING ALI, TESTS Oft STATIONS: 16+00.00 TO 16.96.87 vlo.so-Il.00 DE'T'ERMINATIONS COMPLETED '.'0 VERIFY STABILITY OIL CONTENT AND TO BE RELOCATED L8 T�, = 6 , R = 70 10 GRADATION OF ASPHALT PAVING. TO BE REMOVED _ LS 4 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SIIALL Q-INSTALL STREET TREES PER PLAN.. VIEW, ZF6E,uD, AA140 .5'4fafir 7XEE 749 Eil TYPICAL SECTION-HILLSIDE ROAD BE SUBMI'rrED TO THE CITY ENGINEER LISTING ALL TESTS OR UDTES L)t/ EET J. DETERMINA'T'IONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND ITA. �o+so.00-1�+ao.00 EQUIVALENT OF AGGREGATE BASE. (- INSTALL W53A (NO OUTLET) SIGN PER STD. NJ. 402 1 EA T,1.NTS70 INSTALL W45 Ik W80 (TRAIL CRO§6ING) SIGNS PER STD. NO. 402 2 EA 10. PAVING SIIA&L BE PERFORMED IN ACCORDANCE WITH R-VALUE AND I M' I 12' PAVEMENT Tr-.STS TAKEN TO DF.TE-RMIN,: STRUCTURAL, SECTIONS (PRIOR Q FAINT/RE-FAINT PAVEMENT MARk::INGS AS NOTED ON FLAN L8 TO FINAL PLAN APPROVAL). "' �-CONSTRUCT AC PAVEMENT PER TRENCH REPAIR STD. NO. 312 252 SF - S'LY r sEE E. rob' I Kir 1Osr R/w ' - R V 11. {VIIEN IMPROVEMENTS ARE TO BE PLAC.-.D ON NATIVE SOIL, WHICH SAWCUT AND REMOVE EXIST CURB & GUTTER 60 LF r 1 CONS.STS OF A ROCKY MA'T'ERIAL, 'CITE SUB-GRADE SIIALL BE PREPARED CONSTRUCT CURB OUTLET PER STD. NO. 506 1 EA Olir I 02O• 03! BY. REMOVING nLL ROCKS IVIIICII P;tO'CRUDE ABOVE THE SUB-GRADE ��� 114" PER FT. /.ND AL1, VOIDS Olt DEPRESSIONS SIIALI, BE F.I,[X-.D WIT11 A FINK: GRADE �CONSTRUCT CATCH BASIN #3 PER STD. NO. 50tt (W=21 ) 1 EA LEVEL �. � 01 fG` 1j1 99- - 1111 1�1 _11► •MA%'I?,Ri•AL 0. 1. QUALI'T'Y B1�,17ER TIIA.N '1'111: NATIVE MATE ItIAL. 6"X CONSTRUCT 18" 115 LF 0 R.C.F. 13 •' 1 � ► ' 1 _ �K CONSTRUCT 48'. #. R.C.P. 38 LF - i r 22' • + 1 'CONSTRUCT LOCAL DEPRESSION PER STD. NO: 518, AND g 7 1 12 To� DETAILS ON SHEET 10 (CASE M PER PLAN) 10 EA 4 4 . 5 r 0'-7. ® 12. IF TETE A$PIIALT CONCRNT6 l9 TO BE *PLACED ON SUB-GRADE, A SOILS CONSTRUCT 48" X R.C.P. 155 LF TYPICAL SECTION - SURREY LANE,VINMAR AVENUE _ S'TERILAN'T RI:GIS'I'E1tED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. -CONSTRUCT 39" � R.C.P. SIIALL BE UNIFORMLY APPLIED AT ,riw MANUFACTURER'S RECOMMENDED 1 ,743 LF ds. VINMAR COURT �-') RATE FOR THE FULL PAVEMENT WIDTH PRIOR 'l'O PAVING. -'CONSTRUCT 33" SII R.C.P. 13 LF -- CONSTRUCT 27" � R.C.R. T.I. = 6 R = 70 13. OPINION OF QUANTI'CIES 1S PROVIDED BY 'CiIE ENGINEER ONLY FOR TIIE 102 LF CONVENIENCE OF TIIE DEVELOPER, THE CONTRACTOR SIIALL MAKE HIS @-CONSTRUCT 24" R.C.P. 107 LF 3 11 °, 13 OWN DETERMINATION OF CONSTRUCTION QUANTTTIF.S BEFORE_SUBMirrING �-CONSTRUCT 21" Til R.C.P. 8 LF A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS IVIIICII IS NOT t 7 --CONSTRUCT 18" R.C.P. r 10 SPECIFICALLY LISTED IN , TIIE ESTIMATE OF QUANTITIES SHALL as 270 LF 4 CONSIDERED AS INCLUDED IR THE OTHER ITEMS OF WORK. CONSTRUCT MANHOLE "A" PER STD. NO. 510 3 EA 1 \ • 9:CONSTRUCT MANHOLE "B" PER STD. NO. 511 5 EA 14. STRI%E'T SIGNS PER CI'T'Y OF RANCHO CQCAMONGA STANDARD NUMBERS TYPICAL SECTION-HILLSIDE ROAD 401 AND 402 SIIALL BE CONS'T'RUCTED t%T EACH INTERSECTION. -CONSTRUCT JUNCTION STRUCTURE "B" PER STD. NO. 509 6 EA �E]orTiMt IF TRAIL wOrttKT STA. 11060.00-13#60.32 \ �-CONSTRUCT CATCH BASIN #1/PER STD. NO. 502 T;1•'NTS`'� 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM (W AS NOTED ON FLAN) • RESPONSIBILITY FOR TiIE CORRECTION ' OF ERROR AND OMISSION 2 EA i 2 DISCOVERS=D DURING CONSTRUCTION. UPON REQUEST THE REQUIRED "CONSTRUCT CATCH BASIN #3 PER STD. NO. 5014 w i8' 19 20 21 22 23 PLAN REVISIONS SIIALL BE PROMPTLY SUBMITItEU TO THE CITY ENGINEER (W AS NOTED ON FLAN) 11 EA SAWCUT AND REMOVE EXIST 3 I 17 Q4 - FOR APPROVAL. � � AC PAVEMENT 17,709 SF - (--SAWCUT AND REMOVE EXIST. CURB AND GUTTER �[ Y,.. � ` 16. WORK SITE AND EXTERIOR S'CREF,'CS SIIALL BE IN A NEAT, CLEAN; 7�-t'ONSTRUCT AC PAVEMENT PER TRENCH REPAIR 195 LF SEE sY LA s IIAZARD-FREE, ORDERLY STATE 'miRoumiouT CONSTRUCTION. SITE, TD. NO. 312 .-� 4 16 TH ... �"" 25 �� r0 S• • I Tn y SIIALL BE CLEANED UPON REQUEST OF TiIL' INSPECTOR. 6,364 SF Top OF twMT. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKNrG DAYS P"" TO 6 5 I5 14 28 27 26 ilr- R EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWIING: - fAt/E�./L .yOTESfD�. srza7rzffwl 1w It Cf�,ysT,lY/�•l/D.1/ f !. .�fll �7IEET TIEES.1lE r0� PL,IIEO.q/,4l'CDCA/.!//f!/l�Y G'/11' �- , 'A� a I: 4 SKIT Ili'llt• A. SAN GABItIEL VALLEY MINICIPAL {VA'CEIt DISTRICT t. All 9T,effr r,PEE.S' .lfi,I!! QE .Sr.4,CEp,�/p �,U ,q/•�•O,�p�6 �C/lY.STO. ,� �3,/ •a 0 0 , •• 11>r"R �- _ M R. BOB STA LLI NGS (213) 969-2718 3 SD/! 10 PI/!/2/.(/6 �C'Q!/O/T/G,t(////6 ,.�j(�/!l ,�/,q�p�p,�,l,�,E !✓/l.Y,�fCT/O,�/2/�/.z gi T,0(f ul > '• FT. -� / FOR BASE LINE ROAD CONSTRUCTION .r✓ /0. 7 .S'/�C/f/GTT/pl/S Fp,P�I/�!/G'�/OP,P r S GCk/.s'TPUL'7/O.1/ 7ys-J je~je-,V/! *,'• 7 8 9 10 if 12 13 29 30 31 33 ;.y ' ' ^!► •' 1► ,SiY.�ll d�!/,SED !�/�r.N TiYE,BIT/D Ort / T DPEr�f!/.E'.�1E.!/17ME,Z,7 j 32 34 Z v •, , B. GENERAL TELEPHONE (800) 422-4132 FOR UNDERGROUND SERVICE .f/,4ETS,U./T/I1E,�'0,�' A!!�1i1f.!/Orl�f,LT.S'.+<PE ,V� T•v0 �4�rr�i!livG, Eo .�io,P� ` C. SOUTI(ERN CALIFORNIA GAS COMPANY FEET/!/EAT/Gk/ Of,/!! jw,6T T,�'fES .4.5(�(l! QFiE,P THE !E���,�/�.5• �.�/ 2191 E. BI R C I I STREET .Q�sEll!/Gy'1/P -9-v s ,fl,~-- " P,e//..lOrjO TO OQC E/Tj' ///S1E4_121 B R E A, CA 92621 5 .UO Sr,EEET wz-t-w f! ,BE �l o,UTEo !/wre,4- T�YE�E,UrE,�OF T,f�E T.�/,v.0 /s a�,Q kpLLSIDE j - - ROAD- _ - ' - - - (714) 529-2889 & (714),529-7070 •!/ T.fiP�Ea,) 0?r//E 44,L2r 4r&eo ///11,rSS OTyE.EI://sE,UOTEO i. .4l! .SZ&FZ7 ;V22 S A& SU6JECT 7E /,�/SPECl/!,?l/�,/P�•Epl,�!/l' �y L• 3EE 3HEET 3 FOR 37ORMT 1 SEE 3lEET2 FOR sT'IIEET I� CUCAMONGA COUNTY WA'CC1t UIS'CR1CT twvEDR/v�aADDORivEitor _ SEE SHEET ! FOR STORM DRAIN Mi'ROVEhENTi ---� a 3EE 3HEET i FOR STORM DRAPE MVI OVEMOrM I 6 TRANSITION CgRB A GUTTER D. 9641 SAN BERNARDINO ROAD z $yc . L,gq�ys 6 /4 .81 • o Q . ( ' DETAIL '10 RANCHO 110 C UCAMONCA, CA 9173 � �ciaryW�oLT�e> ap tAwlcE' , , . � S-/?-89 (714) 987-2591 SHEET INDEX MAP NTs E. METROPOLITAN WATER DISTRICT DESCRIPTION OF REVISION E ' CITY DATE APPROVED? P.O. BOX 54153 SCALL t ' • 200' • LOS ANGELES, CA 90054 �' SIS ON 1 HE CENT THE OF HILLS ARE - (?14) 593-7474 TY OF RANCHO CUCAMONGA BASED ON THE CENTERLINE OF HILLSIDE ROAD 33 5T,Pff r TIME I&FAA0 AS BEARING N 89 41 ' 51" E A8 SHOWN ON TRACT N O. 13720 TRACT NO. 9150 MB 127/68-70 ALMON STREET F. PACIFIC TELEPHONE'COMPANY STAIT,r 46WOW APIVT ,et�TAN/M N vW. 4 Ag+W7Y W � (714) 999-5639 � STREET i M P R V ,TILLS/QE SPD. AlIZZOA41,15 c PEs'oE�PM/it/r E!/6.I/Y,1a1S .t//Cd/Q.'// gic CITY BENCHMARK 067 ELEV. - 1948.2 .0 2 r W O EMENT SAPP///RE jr LY//1/I-4 P/STACs/E P/Sr./L/.�I eA,11AE,S/S SO �► S!/.P.QfYIN. LOrvDGdf/ElA.tiET,rEE L,IT.lA/!/3' ALE.P/FLY/.a 10 SET CHIZ NORTH END CURB RET F' 1>s• '1'l1i% FIl]/1I. OIZeSURFnCE LAYER OF ASPHALTIC CONCRETE ROADWAY ✓/.1/�I.�A✓E. L.iWiW.4.Py /SL.sWp Al" P/.NUS G4,VA.P/E�I/S/9 .� N.W.C. OF HILLSIDE AND CARNELIAN URN REF. , Q y 1'AVi:�11:N'1' SIIALI, NOT BI% PLACED UN'I'il, ALL U'TILI'TIES AND UTILITY V/,V, ,,,,� �r «L ,�� STOPRORAIN PLANS rtY E r,@�E .MTill/61 ,C?A�O!/.I /O y W I,ATI-' AI,S WITHIN 'I'll ROADWAY HAVE, BEEN INSTALLFI), ALL ON-SITE C R ,� SITE = IMPROVEMEN'T'S INCLUDING ALL GRADING IIAVI: BEEN CONiPLI:TED, AND _1]NST IIGTION BEN #1 ELEV. - X002.39 ALI, UNACCI%P'I'Af31,1% PARKWAY AND ROADWAY 1111PROVI%111EN'CS ARE 1t E- TITLE SHEET . a 6'ONSTi� NOTE) �CONyJ ALL U AND REPLACE TO TIIL•' SATISFACTION OF THE CITY ENGINEER. Q�pFESSIQNq/ APPROVED BY / DATE S►oA!/NG -_V /TYPJ SA~Z- ST RAWIAO /EE ['OM�ILOU'n' TXi07! LAADSL/ r 1,gAWMW BRASS CAP ON SOUTH CURB RETURN T.C. , j h SI L'dKf'l.1'1 'r �-f)r. STEP - T/A401lX'H"PER STQ Mcc tC�D7 / �,4 ' �Q�O ��`111`lP ^^ �'yC CITY ENGINEER .C.E.N /243ti7 AMN V ��� S.W.C. OF HILLSIDE AND SAPPHIRE DESIGN cnnLENGINEERING 'RECOMMENDS ® C4Wra�!'/ICr A . 7 CA7Z AW 8W. Alt IDIa LAND SURVEYING HILL DE LOAD t/ E.I. /. D CONSTRUCTION BENCHMARK #2 ELEV. - 2037.89 No-. 22 22 �'�•`' ' LAND PLANNING 2 @) e",re W7 aV&W .SlAfAI.,41,t' 0A4/N A//,rY ~.40,10, 40 / EA, * Cl Y 11- ��'i" DRAWN aK H UPIAN CA s»ee . (»a)�asavl>a SHEET - CH I Z "0 " I N END of T.C. , 22 FEET NEST OF EX/GJED BURFiIC'E .S'Z'0 44 6O7 IAT-.3'J J. D. W, CENTERLINE OF SAPPHIRE, 697 FEET NORTH OF R -E-NO.s ® CDi✓.4/,r/iC'r.G .11EEl flVWrd Aollltle .�/ll, !'. 2 EA. 9 OF CAL�E�� �_ o IF. CENTERLINE OF HILLSIDE VICINI T AIAP ` G•PGI;IVO 2' .d!/.PY SET IW e~ CHECKED Y AUTH TY s sis,iso DR ANO. ITS SSI/✓C!/l ./.�/O .�E/'10✓E EX/'sr �'� �i�/�f�i/'�r !�''f'/Y/� ZO sf ADD STREET TREES TD PLAN SA LEE i>I!70 NTi' Q 7-789 �.3. H• DATE 8 /2 �� FILE NO. - r 1 Ek�TlNN aRouNo RawIL FM Cl Mtft Rr&UI#s N•W.g. OF D C o aa' gRNELIAN O PN2008.31 to, VC t 0ti p > ' v o ca 42,550- I CAVOW 3fUT01 FLET T.C., a XISTiNG GROUND $ R/w M E$ o ff o e a s ,,�, f I O v K) tI O v ,� / / f / � ��i$�+� — 8� ruly.- • '20 7.$sf i •56 Q ` ' iO o o �' oo ci a ` CHZ Z Q " .I N END OF �T• • ,I 2 FEET WEST 224_ - C }� + g N NCjRT�f $ ti rOF11 N a o o ^ i°`' '' �; °4i CENTQRL 2 Cf '�APPH � Ej97 Ft�ET • �I� C* N � qt RIGHT w N «=_ o F o $ CErI~IT ;~+ Uw �`• < -- + 1. PROPOSED TOP OF CURS PROF�E h cn v`-i c'C'i c ^� ,�'�' ►- rn �- _._,.__._ _ ._ - ___ . _� 1--�..;...._ . '---�. a C.F. 8 - + b RIGHT En Nto 0 ICI i+ 00 '� + f 0 N O < C b O lo } O O 1 1 N N ~ S N D �� ;�—rLAI i -• +-- 3 0 4 o f cn a 7:4.315'X. I X `� 40* Vc O cy o O s� PI■2007.65 1 KIS ov o ft N Q O v O • f t : toN FF-- O M � 0U W O a+ 0 C> • cH -! O •5 Q + a v EXI6TFRFG CEIfTER LiINE. ` 6 � N O o o o 2 O X • ._ + o 0 0 . 0 `� R F 1 _ _ _ Q O _ cu. r v . . C.L.Ct ^ ^ + O 4,J f lnr►i o sn _ s O _ __�_. _ _ _ _._ r Coll to cu qr jT.87 K __ . 2t] • Ry — 7 X o �- c"v c� ' O H `� < p O g J .. J C L .- ~ _ W 10 _ z — 10 O O Q cu + A LA . . . O 9 0 U 1 'O "' • _+ R1 (U M O Oi cn t4 Q I0 rn f- ' r' O ���op < O r.j0 + I1t ; + Z OV ,_' � � M O `v t ut —__ 54 s0 - 0— 1 X !A Q ^ o �� U) U> Q O o ; WOW 00 0 90 + p �; r 41DM! r (y �' cu 01 r - — � V - { _._... LEFT ►- o vX13TING 10 F _ ___...__.w__ ._ _ 550 N t ; �' In cu C; 0 CURS PROFILE _. - 7 201 CL- U) c�' wan + Q n "+ n; o` ••r_- : ga X O ^ -_�_ LEFT T a , �. . , O r ••, < o r.". I _,._-..._. "--++ ~ < n lii < q +'= O O. r•rr 2. ,0 ►- nv d _ X ►- o < 1. aA O J .. . UY o cv o a + . crlN U) U) cu � Mp tom , IDK! � ~ V _♦♦ s O — 1 4ft 4"M am EitriiTIMC FLOMfl= PROF" -•_ • s 8 f f 7+00 6+005+00 - ' 5+ O 4+00 3+00 2+00 PROFILE SCALE • VERT: 1 In a O ft I HORZ 11 in 40 ft �3 .VIIrMAR A V�. q • 7,13am SHORT N..:, s 30 3 32 F- $ 29 3I 34 SAPPwft MST L STREETNA u 7 W~�rr �� F- ,,,�• ON STREET L POLES c� 7.28.50 C W+ ocump g + 9 9 StE SNRtT NO. 3r-r- SHEET31 d..n SCALE : 1"= 40' 12 N � �� 8 � _ ° Ii sp I coo a°i g 8 S t © � ��� 6. ta"i D � r � t3 � N a � lryr) � :x� ' �� , 85 <; 84.74' '"� 6598.00' 96.00' 102.00' M Y WINES • 1 1 GV IIIwt ...... ... .... ...... ..- .::.:.::: ............: :..::. ...... .......:- 1:.. :::::. r...... ....... .. .... .. _...... 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CROWN LINE •9,o S� In o a u' •� io/O o a °o ►- •9L2 ?2 ��0 la•--SAWCUT AND REMOV9 EXISTING AC PAVEMENT g y�QF 7� v y o 0' Q—SAWC-UT AND REMOVE EXISTING CROSS--UTTER � M W � o 0 ° ~ 3a-COLD ✓LANE EXISTING' AC PAVEMENT, 0.1' THICK PER In 0 DETAIL ON SHEET 3 ~ /710 J/TEE/ wr jift AL.7 r 7/ 7189 � d r, 4a"-'CONSTRUCT 'A" CURB FACE AND 2' GUTTER PER STD. NO. 303 B C.P. I-ANGE ENGQS. .�.8 DESCRIPTION Or REVISION DATE A�T�O:,, O—CONSTRUCT CONCRETE DRIVENAY APPROACH PER STD. NO. 305 (W-22' s X- 5' s UNLES$ OTHERWISE NOTED) HILLSIDE ROAD ' (a-CONSTRUCT CONSTRUCT V _ AC PAVEMENT AND �, BASE PER TYP I CAL CITY OF RANCHO C AMONG A SECTION 11 CONSTRUCT VARIABLE THICKNESS (0.1' MINIMUM) AC OVERLAY TRACT 13728 PLAN AND PROFILE. Pww ��•E N1111M In 0 PER TYPICAL SECTION � - HILLSIDE ROAD aaNTHeAcroR AGREES THAT HE SHALL Aseu�E s�LE AND COMPLETE RESPONSIBILITY FOR •. CONSTRUCT HANDICAP ACCESS RAMP PER STP. M. 310 FROM SAPPHIRE STREET JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TRIS PROJECT. TO INDLuoINB fAPETY of ALL PER6O18 AND PROPERTY: THAT THIS REQUIREMENT SHALL 13 FROM CONCRETE SIDEWALK PER STD. NO. 31d . APPLY OONTINuouSLY AND NOT SE LIMITED TO NORMAL WOWING HouRB; AND' THAT', 4008 1�EST OF- SAPPHIRE STREET THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE• ENGINEER 14 INSTALL :5800 LUMENS STREET LIGHT BY SCE (TO 9E HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNFjTION WLTH COORDINATED AND PAID BY DEVELOPER) . THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITI ARISINB , E. ► QRpFESSid APPROVED ST / DATE FROM THE saLa NEGLIGENCE of THE OWNER OR THE ENGINEER. 7NB Ex2sTElN2� ANO • 13 ADJUST VALVE CANS TO GRADE / � O � APPROXIMATE LOCATIONS OF UNDERGROVID UTILITIES OR STRUCTURES 00" ON THESE . �, SfILIP E` C1T1► ENGINEER CURVE DATA ,�q,.. R.c.E o. :sass PLANS WERE-DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE CONTRACTOR 1 C17�-INSTALL STREET NAME SIGN PER STD. NOS. 401 AND 402 � DESIGN CMLENOINEElNNO RECOMMENDED SHALL POTHOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY EXACT R T uj uj A s. i•1 . _• LOCATION OF SAID UTILITIES. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO 3 1 TO BE RELO��ppT�p \ a LEWD SURVEYING EXISTING �RGROUND UTILITIES OR STRICTURE EXCEPT AS SHOWN ON THESE PLANS. 33 1*57AlL STWr T,CffS r�if PLAN v��'Ir, LF6E/1?�, A 90°17'21" r 42.55' 27.14' `o-C' 28022 KyV. BLAND StTN•c',N0 "�°' S7,rlEET 7,frr AW..! 6W�6(LT/ - * D*AWN (7140946-9010 sN6 T THE OOMTRAi4lIR IB REQUIRED TO TAKE DUE PRECAUTiB� MEASURES TO PROTEOT � PAINT/RE-PAINT PAVEMENT MARKINGS AS NOTED ON PLAN D 90' 00'00•' 27.00' 42.41"- 27.00' J' CIV 1� ��' •1•Q• W. + THE UTILLTIES OR STRUCTURES SHOWN AND ANY SIIIW WILE"ES OR STRUCTURES NOT T 0� R.C.E.NO. 20022 OF_ r 76 SAWCUT AND REMOVE EXIST. AC PAVEMENT qrf OF Cp��F CHECKED TH IT E S/St�N DR OIC'RECORD OR NOT SHOWN ON THESE PLANS- - NO. — — - .J. .K. 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MD" CINr i of w" `y TRANSITION CURS i UT ti .: :. �: , . . : : �.,�. ... _ ;- : :, Q TER - - _ _ Ir GUTTER1. _ Q. - t �ti 6 I3 , 1111.. �.... �DI@ :. . 1111 1111., .. r ... ..:- Lb ���� �.'j`-..�_ �T. •i1� - mom of zI�S 'i .'yrs .Tri LTi i= �r2 :: „�. i 8 W �- - -3 #( 1-1) _ 8 YN --O i I 8•� _ -, ___ i.ter_��.:� •�. .To: r.: .:..:� -3 �: ..�.. �.3 �� T ..i Tim i m '7i = i'i i T �j i am= ":i z . I I� - o . /I ISN - I � . CONSTRUCTION NOTES N -q) f- 1 .. •• I �+� ---COLD P ANE EXISTING AC PAVEI'IENT P 0.1' ' THICK PER DETAIL � w I = Z � go. ON SHE T 3 Z � O o 0 O . 1. IPEARL STREET 4 CONSTRUCT A" CURB FACE AND 2' GUTTER PER STD. NO. 303 e , ~ z - O � z 1n w N 6 CONSTRUCT TRANSITION CURB AND GUTTER PER DETAIL "1" a m 'a w 3 m z w rn Q CrTY �F RANCHO C 11 UCAMONGA ON SHEET 1 0_ � a w O W. <t . O O c: rRn11Am wee•• wrtEff Te D�nwwl' 7 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER ST-b. NQ. 309 ~ u 4 a 0 ~ 0 � O � o TRAC 13 PLAN AND PROFILE (W=22' , X= '1' , UNLESS OTHERWISE NOTED) N a►= � . 1'- �.. O O 2 �, o = o o � ai xI ' ' _ • 0. HILLSIDE ROAD CONTRACTOR AGREES THAT 1.1E SHALL ASSUME SOLE AND COMPLETE RESPONSIBITY FOR JOS SITE CONDITIONS DURING THE GOUReE OF CONS RUCTION OF THIS PROJECT. CONSTRUCT EQUESTRIAN TRAIL DRIVEWAY APPROACH PER STD. W + N 06 -« � - a I*7LUDINo SAFETY of ALL PER�IIfB ANO PROPERTY; THAT THIS REQUIREMENT BHAIf. NOS 303 AND 913 AND DETAIL ON SHEET 2 - _ "' " FROM i00' WEST OF SAPPMRE STREET TO• APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT a-CONSTRUCT 4' AC PAVE.MEN'T AND 4SECTION -0 _ E PER TYPICAL G Iq FESS/phqI 11 �� BES ����� Q�1lLlP I'l, c 1365' WEST OP SAPPHIRE STREET . THE CONTRACTOR SHALL DEFEND. INDEMNIFY ANO HOLD THE OWNER ANO THE ENGINEER '41 • (j1}-CONSTRUCT VARIABLE THICKNESS (O•!.' MINIMUM) AC OVERLAY END � � � HARMLESS FROM ANY AND ALL LIABILITY• REAL OR ALLEGED. IN CONNECTION WITH `/ PER TYPICAL SECTION V• y THE PERFORMANCE of WORK ON THIS PROJECT• EXCEPTING FOR LIABILITY ARISING CONSTRUCT CONCRETE 9IDEWAI.K PER 8Tb. NO. 310 W � APPROVED BY DATE 3 If FRDII THE SOLE NEGLIGENCE THE OWNER OR THE ENGINEER. THE EXISTENCE AND No-C 2$O2Z CITr ENGINEER R.C.E. !=3 APPROXIMATE LocATI0N8 OF UNDERGROUND UTILITIES OR sTRUDTUREs SHOWN ON THE86 9__ INSTALL '1900 LUMENS STREET LICiEfT BY SCE (TO !9E HILLSIDE ROA _ PLANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE CONTRACTOR COORDINATED EY JEVELOFER) __Om Q ADD .ST,PEET MFF .S7'M OL.S' f7.gg oEi1oN _ p�Le a RECOlrtME© SHALL POTHOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY EXACT A B Y G.P. L A A16 E E N6 \'�, CN 4° - _ �o v� LOCATION OF SAID UTILITIES. TO THE BEST of OUR KNOWLEDGE, THERE ARE No 33 'y �iNS RSET,P T,a!EES' SER PLAN VIAW,ZF6fNA A&V JZF-cE7' Mf *0,7' ' sA1T. I © MOVE DRIVE AND ADD DRIVE 0 LOT 7 `_N,� OF CA`s Q �• ~ " tAr10 RA1wIwrG EXISTING UNDERGROUND UTILITIES OR STRUCTURE EXCEPT AS SHOWN ON THESE PLANS. �-6 PAINT/RE-PAINT PAVEMENT MARY:I NG8 AS NOTED ON FLAN REQUESTED 8Y C.P. LANGE ENGINEERS BRAwN -' "'�'°�*'~'~" s ET J. 0. 1✓• v THE c7ONT1tACTOR I• RlISS1iRE0 TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT i SAWCUT AND REMOVE EXIST. AC PAVEMENT - / R.l.E.110. !M!2 _.,_ K �_ THE UTILITIES OR STRIJUR�S MMS AND ANY OTHER UTILITIES OR STRUCTURES NOT • CIiEG REQ A 0/81/1)O OF RECORD OR NOT wlow ON T+tst PLAu�. • - •Rtsammil N Oi maENNO &ATE tTY J. It K. RA 8 /Z pP117 RR NO. RIVERSIDE KYEvRIN1 • RIVER1lDE, CALK. TE P.L.RE __I 11100011111111111 1111101011111001 - - ,_' /_.� 3 0 17 ..• ... .... .... . :.... ..... 50' V.C. O �; o aq � } O O .� � a1.. O 14 t..► Cl TY �hC}tIE1RlC,. _ ELEV.. +t� 1948►210_ r. , -. _ _ w . . ... ... ................, O > 0 O ' ~ v f.. O o O u No ; OV ' v ET CHI i NORTH ED CURB RE TURN RW. o � ~ N.M.C. OF HILLSIDE AND CARNELIAN PROPOSED TOP OF CURS POLE ou o + _ h.O • v o 8" C.F. vio ELEV. 2002.3 c 11 0, 8v oOt � o oo o u~i N - /Q a N ,c �,: O O '�: �- UU) N AZ, DRAW CAP ON SOUTH CURB RETURN t.C. , / cn N O Ln a N N o 10 !� 5. P J S.M.C. OF H I LLS I DE ANIO SAPPHIRE O < N �? u~i cav ��' z O C1 + q oo o CONSTRUCTION RENCHMIAES Nj ELEV. 203T.B�► �n N o u r• N / / o_ M cn a A 9 A EXIST, GROUND - N 5 a �r h �, - a CH I i "0 " I N END OF T,C. . 22 FEET WEST OF: . u J AT R/W Q N g c cp -! � � CENTERLYNE OF SAPPHIRE, 697 FEET NORTH OF ; - 0 v, & CENTERLINE OF H I LLSI DIt ' n ,.... V1 �' f- / 'n F. U . I+: / � N ccs a cr ,� _. . .� ...�_....M ._ a w A 9 90 - •� • LEFT. ... ,... �p � 0 .. FQ- O 0 ♦ SEE SHEET a .� -c A19 � � : O fJ - a EXISTING CENTER LINE PROFILE !z 'b�i do g,�'� ' e 00 go < o �•° dodo co As 00 de 00 d00 o J U) do ' ter' ceu ' ��� do p ����. J 00 j O J -iCL ce' " .� �♦ i O V d p V �� (S w: C . L . 05 �0n .. .... . ......a G N ........<. p cu . ... TXA/L - cn 00 a vvi o . �'• Q 'i 0' Esf/'ElT. D.P.L(V ES/! o cc . 040�. e` i�� �i FERC! - - AP• A F E®NEd15t/.1W oo rn i �' At ' _ O TEA/ O.PA,GV.OFE E.Rf'f/yifiVT ..: dop t 2010 ..._ R I GHQ` En `� •' I ca+rsr�r of.r►n: �rr�� 2030 'Peelorl« >t. ' 1,oenvE G,rarrror.. . H. RIGHT C . .. a.. e'�PSKI' SET w 4sc q°► 94,41 4`7 / tf^01 f ArlJr q q f�J /✓/NG 1440M AAVCawm. WMIDICATION 10 + 00 11 + 00 12+ 00 13 + 00 14 + 00 15 + 00 16 + 00 17 + 00 � "+M • r. ' 10' CLEARANCE HNJL Sit ROAD' PROFILE SCALE IN � � VERT: l i n O t t r--- DECORATIVE BLOCK WALL 31 (, HORZ I I I n s 40 ft P1/C PENCE � 0 DECOMPOSED.OR jNITE (I 31 QE E c=)w1LL N4 a y SCALE : r s 40 CONCRETE MOWSTRN— E19NT. NI•WDE =915TRIAN e► 4 a TRAIL EASEMENT 3 4 5' PW4TE = I �) 26 g 8 25 24 3 TRA 1 PARRWAY i TR [T ° IO.iI,ls3 E C.E. ' EASEMENT :' ~ ~ o - c3 n M j o > o ~ o a r� KANTBR AMA CURS A" GUMet , , COMMUNITY g N j o od 0. I rr�r-�r r J)J:J II 7 Ii E C.E. a 3 st/TTER o W - 'rL .�! 3 o We &I* PER T $ s• PRl�trr[ 8 m I f LCr EASEMENT w T ' Ti L I Io' E06F.tYA'/.IN ' 193.93' ZO.Oo' 2Lar t44 Os� li5.ar JD D,PaVUAF Lai' A7, I EXWT.KOM MMLL \ � --, 7 I / •` 19 Ig s - 18 19 c• 18 19 4 '. ::•..:.:::••; .:. ..::: .::::. w 33 �a... wr. EXMT. 0" CUIr ER 2005. . . saw IR3.. WITH .. . Is' auTT Y ... ---,M. .... .........: .. .. .... 01 „ .�.. ... .... . .::.... _ .�...... •:::::.:...:.::.:::::..::.:..:...:::::::::.;-. .:.:::.::..:...:;;.. :<.:.:.:•:. :.::::.:: ..... ...... .. ...... ..... ..... :.:::..... . J (2037.23 FL) _ EX18T_CROwN II�K ®R-PANT EMT. PAVEIENT MARIOIS0 AND E STRRtIM PROFOSEp CROWN LINE ... _ ^_ �n - - SEXIST. A.C. KRM a FLOW LINE �I PROTECT 2 SAPP- M �RE -• STREET SfE' DETA/L A Ty/.s s,�f�p 4~ I I EXIST. STREET NA • o; IL �• IL v NOTE: SEE SHEET 8 FOR CONSTRUCTION OF CONSTRUCTION NOTES i 0 ft W v CATCH BASINS AND LOCAL DEPPRESSIONS W H V h w Ix 1�—SANCUT AND REMOVE EXISTING AC PAVEMENT ~ W B AAO ON.917f T,GiY, IIAW�IIF/. a AP.//N A//P" � too EJ%fl D/k/ PER;C/TY, REPS.BY GP. LARGE S�p BLOCK WALL -.. -�/-� 4�-- CONSTRUCT A" CURB FACE AND 2' GUTTER PER STD. NO. 303 � Q I E PLANTER AREA •* T DESCRIPTION OR REVISION DATE A iT D • s�CONCRETE MOWSTRIP . - - , � G�_CONSTRUCT TRANSITION CURB AND GUTTER PER DETAIL "1" ON SHEET ,1 " b CITY OF RANCHO CUCAMONGA • A m- � �8 -- CONSTRUCT EQUESTRIAN TRAIL DRIVEWAY APPROACH PER STD. NOS. 305 — !!" _ .. r • •- .' Tf1Alt AND 813. tRACT 13 7 Z PLAN AND PROFILE PRIVATE 9eI1EAR'! RC?l� TO Or1�!!r�!� �'' ..--• • -- M • 10 CONSTRUCT 4f AC PAVEMENT AND -�• BASE PER TYPICAL SECTION, JOB SITE AGREES THAT ME SMALL ASSUME saLE AND COMPLETE RESPONSIBILITY FOR . 6"CURB 14 INSTALL S� LUMENS STREET LI13HT BY SCE (ro BE COORPINATE0 SAPPHIRE STREET .Jas SITE CONDITIONS DURING TME COURSE OF OONSTRUCTICk OF THIS PROJECT, . BY DEVELOPER' PVC FENCE ® tatiaerrt�,-�► .�blav � �r srm ,r�, iavj FROM HILLSIDE ROAD TO • INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY: THAT THIS REQUIREMENT AN SHALL 1 INSTALL R-1 SIGN (STOP SIGN PER ST APPLY CONTINUOUSLY AND NOT BE LIMITED To NORMAL WORKING Moues: . AMD THAT PARKWAY �-- ) D. NO. 402 � L'G�J7ZIGC! UN06.F .f'/gEi`,f�l�!' L�•I/.V !✓/TiV �w,,�. ,V ; . THE CONTRACTOR SMALL OFFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER ~Ajr EG 1 700 MOM OF MLLsIDE ROAD HARMLESS NROOM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION MITN t. THE PLANTED AREAS, ADJACENT TO THE *LOCK WALL . SMALL BE PLANTI:p . Q EXoO.gfO S!/.rfWeie /fr .t9'O. �If. �O7 1AI- F� 18�CONSTRUCT COMMIIIN I TY TRAIL PER DETAILS pN SHEET �T 6 -f"7ed' T THE PERFORMANCE of WORK ON TMI•S PROJECT, EXCEPTING FOR LIABILITY ARISING WITH OROi1NOCOVER AP�110VED BY THE CITY _ �-/ - ! 9O "' E �>'�, �/Z"�'f/ �� . lL, pFESSIQ APPROVED BY DATE STREET TRIES SMALL S -00~ AONX-Kp I4 t'�r.QFT /W CGH/l' �QR hq FROM THE SOLE NEGLIGENCE OF THE OWNER DR THE ENGINEER. TME EXISTENCE AND • _• � 2d O.C. 1�--CONSTRUCT PVC COMMUNITY TRAIL FENCE PER. � ! CITY ENGINEER APPROXIMATE LOCATIONS OF SIJDERGROIJNO UTILITIES OR STRUCTURES SHOWN ON THESE +• NO TOXIC PLANTS ARE PERMITTED. STD. NO. 1010 Q �11LIP / <`y R.C:E.NO. 2231+ • PLANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE CONTRACTOR 1.• TRAIL SURFACE IS COMPOSED OR s'JOECOIlIftSE0 GRAMM ORADI ® •C�✓�� ie -pw-4~ -x/mr oe-e L&'/Ivrwow t,N1• y�c' VQ q^�, %2 DE SI N CIVIL ENGINEERRVG SMOOTH SHALL POTFKL� REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY EXACT � � � s ;,.� J _ RE COMMENDED 2�--UTILITIE8' TO BE UNDERGROUND AND POLES TO BE REMOVED BY Lu - ANDSURVEYING LOCATION of SAID UTILITIES, TO THE BEST OF OUR KNOMLEDOE. THERE ARE ND �. PVC F[NCt STANDARD DRAWING 1010• � � 0. PLAN VIEW TYPICAL OF REAR-ON . $it 0"227 S FOR FRQNT -ON AND SCE (TO .13E COORDINATED BY DEVELOPER) io•C 28022 LAND"MING EXISTING UNDERGROUND UTILITIES OR STRUCTURE EXCEPT AS SHOWN ON THESE PLANS. , K M T . PL/N+ CA 917M• (7141946-9919 sNEBT THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT • °• ti'+l PROTECTO IN PLACE I * * DRAIMNO w k. x �J • A Z_ PAINT%RE-PAINT TO BE RELOCATEDcl V''_ �P / R_C.E.NO. !0022 �.._ OiTHE UTILITIES OR STRUCTURES BHOIJN ANO ANY OTHER UTILITIES aR STRUCTURES NOt EOF CAS-\E M AUT" S/s�/t]�OF RECORD OR NOT SHOWN ON THESE PLANS. CHECK�D K s"' ORA NOPAVitMENT MARKINGS AS NOTED ON PLAN •f DATE 8 8� PNS! NCO. �*T0 RIVERSIDE BLUEPRINT - RIVERSIDE, CALF _ w STATION STATION 30' V.C. V 2s• V ♦ ON C.L ON CFA =2044.28. V U, rI•ZONJi • m O. cllx sa v.c. c i " > Ao .s E j_9V... 1?�S ,.. M _ m Q, °D Oo C; $ v co o. .* • SE� CHI Z © " NORTH Loom wft 1lhlitlllNf R*. N EXIST. GROUND AT R/W n!�? o o c0 - a N.W.F. OF H I LLS I DE AND CARNELIAN all PJ=2017.34 V / ' I f— > c� W Ic; ..: iq 0 C N W) ^ o'` > r QAC. m w // '�' 1 1 Ap Phi t1 1'r� M 'n ♦ < �'O m cov a rn cu LL1 m w w d) * 'n �+ Q v < ' `'' Et-6 I: • Z00: .30 42�4ac o ►- o �' a' 0.80 rn sltA CAP ON1fU'I'H CURD RETURN T.C• o Ld M v PROPOSED TOP OF a < + cn cv }" —� 1- O CURD PROFILE y• �'C f- o o cv O N % flo M U Of.- m ,+ $ 8" CF p cw '"N S•W.C. OF H I L L8 I DE AND SAPPHIRE W O • •i M... 0 r * I..: ; v- � cn cv s ELEV. • 2031 09 OU to tQ "" / — 1- a • ` 1 — < ♦ ^14 414 Am *4OY �'/ 0e Qr � �' LsJ 1 a � rN � pN (O�y cin N ' 00xi _/ — _ - - _F O _ ,.' J O .' �1.� • o � o — a CHIZ "0" 1IN END OF T.C. , 22 FElcj1� W *T aFo1- i a o . J o o c+ CENTERLINE OF SAPPHIRQ 697 FEET NORTH OF �' U) a EX�T, GROUMI AT R/Wo 'o� � PROF'OerEO TbP OF �... + 00 z —' LL o CENTERLINE OF HILLSIDQ ..H...... 000:0.:. 20.2Q OR* � u' a CURB PROFILE Icra � � LL 0 cn aLEFT �Na' 8" CF o NN Q L . .. lacu N _N cu-N to N o +tr ' Y'' > � p p 6 ~ tV O O � 1.33!4 EXIST. GROUND xr C.L. '" 1 UJ lit 1 v Li to ^ '�° h P14017.74 �/5a Vr. / 1 W 1 m W '� ° J PROPOSED C1. PREIfE.E u~i ti Q (� IO M J N N V O 4c �•' Ip J O U QD t p LI t M 1[) 10 O J �/ 1 1 MJ IAL) t � � _ x 1.. o $ U r 0� '�` td t0 0 `� 418 . o N � i� EXIST. GROUND AT C.L. w OJ t In 0I11i' fJ' OU) cvj 6. cuV, N O `< r — � 9 O ^ O J ; < O+ Iri � • • < U) cm ' S IXI ON sTYaTION 30' V.0 ... _ — 202 V p J O O U O A i O d '+ M 1 to 1 O ON Cl. ON CUFO V Ld0442! V { o cv O -� '" s► cn cu V .� 1 N 1 o cu . _ X040 • 4 • O * nj U O A-i � a PROPOSED C.L. PROFILE Z + ♦ L) W O O QR rn v C • L • 002 N Ip cn IV ►1,I o d" �)�' V m (h O O U O V n j O� ►" O Q tp„ lL / 1 (T j ��~ W 00 O ~ N ♦ cD 1 • • U L) 10 ti cD 10 ro IO + < v; cv � EXIST. GROUND AT R2 1 low V.Cft PJ.=2017.84 F--• H a �? o MlOPO6ED TOP OF 'n •r c N �- a cn N x ' E0 � m M 9 � F o CURB PROFILE �, U) N 0.AO 4f 0C. > � �' M y o � + � o 8" CF 9 cn ca cm o 00 �' / 1 M cv in ►- i •/ r• to im v �' �/ 1 1 0 � +� � V. ch < r• 1<- 0 2•� X 1*1 *_ M O H Q fD M O • o ~ '' �' ' t O H O O N H4 44 ti4 M4 00 o U t qr.4 O .�, '' W ~ t < w O 0 cuJ 900 OR Ob 2020 QV U H— r O � U) a Q• cy �/ 1 � 1 (V �—i' �' �.... ����' '��r �� �0. RIGHT 5 - • - �- 2040 N~ ~ 1`. {� o cav PROPOM TOP OF '' RIGHT _r_lo -< CURB PROFILE en l o U cQi e" Cf ~ )... EXIST. GROUND AT R/w 1 •S; — O cv / O cu 0 cu ha 3.006 1 1 ► 1 _ _..... ._.. .......00.._. • 0+ 00 1 + 00 2+00 3+ 00 4+ 00 4+ 00 5+ 00 6+ 00 7+ 00 8+ 00 9+ 00' ' PROFILE SCALE sCA�E I" s �0- OF VERT: l i n = O ft HORZ: l In • 40 ft e s F� sTMfr/ON Cm C.L. sTxrm ON CARR •_ a �?�Q 14 N � ro0 a$ Af{ µ 7 7 a13 a A � ��E SCALE : I" = 40' I� p4' 20.22' " 1g 20 21 &v C o m W >,. EAS $ 3 d 0 22 I1 � 2 � � N 23 0 rw LO D 0000--•:..�~ ,, ..: 2' r r 13. N a 0: 000. D cn y Z s 4 a o. . Rp, �. �• r 7•AE.46 MWT CNM• !1 ► t s, Ps �♦f' • . fj >f� :.rte». ..a 7032- 77: Titr LEFT CURS 8.00' 1 DRC' 3 O 1 M.00' i D A� 14 tv �� P 4 N • N�► !, A J\� 25.ss' S1.7t" S3.st►• 2s.10' X14 v M' �� '* d10j• • � :' • 00 �� go* 28 28.03' �b' $ 14 s 28 �'g 8 25 m 27 6 A h 26 NO 4 NOTE: SEE SHEET 8 FOR CONSTRUCTION OF -, h 10 CATCH BASINS AND LOCAL DEPPRESSIONS 7 N 7 STAT1011 oil C.L. sur oN CYRO 14 `�° © ADD SATIr TEPEE Sri'ldOLJ �/� By . D ANG EN S. 9 2•-�`� c AVENUE � INMAR AVENUE DESCRIPTION OR Rtri>t10N CCITY DATE AP►ROVED ` ION NOTES t @I-'CON18TRUCT 8" CURB FACE AND 2' GUTTER PFR ST.. Pa. » -.�._.__ ` CITY OF RANCHO CUCAMONGA 17O'-•' CONSTRUCT CONCRETE DRIVEWAY-APPROACH PER STD. NO. 303 (W=22' , X•• 5", UNLESS OTHERWISE NOTED) '. � ` TRACT 13728 AN ILIE PEMM ss.mmw s ww"m To 88 CONSTRUCT O STR�UCTAND 91 TRAND TRAIL DRIVEWAY RI VSHEETAPPROACF► PER STD. CURVE D PILL _ DATA R AVENUE OOMTRACTOR AGREES THAT HE STALL ASSUME sa.P AND COMPLETE RESPOWISILITY FOR 9&-�-CONSTRUCT 3" AC PAVEMENT AND 4" BASE PER TYPICAL L1 R L T JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. SECTION . INDLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS RECUIREMENT SMALL ©•--CONSTRUCT HANDICAP ACCESS RAMP PER STD. NO. 310 A 55021'56" 200.00' 193.26' 104.92' APPLY OOMTINUONSLY AND NOT SE LIMITED TO NORMAL WORKING MOORS: ANO THAT THE CONTRACTOR SMALL DEFEND. UtEMNIFY ANO HOLO THE 044ER ANO THE ENGINEER �1�--CONSTRUCT CONCRETE SIDEWALK F'ER STD. NO. 310 550211§6" 182.00' 175.87' 95.48' � s HARMLESS FROM ANY AIA ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARI8IPq �—INSTALL 58CJC} LUMENS STREET LIGHT BY SCE (TO BE • C 34011'52" 218.00' 130.12' 67.06' COORDINATED BY DEVELOPER) • ° " t FESSIQAr�4 APPROYt'D Dr -DATE FROM THE SOLE NEGLIGENCE. CF THE OWNER OR THE ENGINEER. THE EXISTENCE AND D 90000,00" 27.00 42.41 27.00 �Q ! _CITY-.ENO/NNtR .C.E.NO. 2307 ! — INSTALL R-1 SIGN (STOP SIGN) PER STD. NO. 402 LIP F • APPROXIMATE LOCATIONS OF UNOERGROIl10 UTILITIES OR BTRI�CTUREB SFIOWN ON THESE E 12038'04" 200.00' 44.10' 22.14' ��`� `QN lq� 'y DESIGN CML ENGINEERING RECOMMENDED PLANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE CaNTRACTCR i�--INSTALL STREET NAME SIGN PER STD. NOS. 401 AND 402 _ SHr4LL POTHOLE REFEREP/CED UTILITY LINES PRIOR TO CONSTRUCTION TO VERIF ExACT ° I " t ' ti �" Q Ad SURVEYING F 12 38 04 182.00 40.14 20.15 �, ; . ,�� ANNNO CONSTRUCT 6" CONCRETE PAVEMENT WITH U13HEN�Q URFACE t r LOCATION OF SA?D UTILITIES. ro THE BEST of curt KNOWLEDGE, THERE ARE NO -�/iLCfT.OLL 4T.PEET T.t� s' �E.! PIAN viAl✓; LEbE�I/�,ANYJ 9TRET > iLt71E? AV.S5t�1!1 C3 12°38'04" 218.00' 48.07' 24.13' �0 28022 K w. . U CA slams. CIM$ sNls EXISTING ii�DERGRouno UTILITIES OR STRUCTURE EXCEPT As SHOWN ON THESE PLANS. 0-- INSTALL W5:+A (NO OUTLET) SIGN PER STD. NO. 402 �C * DRAWN � SNKET H 15°00'0 " 112.00' 29.32' 14.75' J. 0• w• THE OOITIMOTOR QUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT. �. C/y y�_ ��' R.C.E.NO. !SOlz THE UTILITIES QR ST•- R s 9NOWN AM ANY OTHER UTILITIES OR STRUCTURES NOT �--INSTALL W45 & WOO (TRAIL CROSSING) SIGNS PER STD. NO. 402 I 210000'00" 38.00' 139.28' 's � 8f CAL�E��� 71 TH E S/St/N eNEeKEo ORI o No.; REOOIO OR NOT °Mown ON THESE PLANS. ® PAINT/RE-PAINT PAVEMENT MARK I NGS AS NOTED ON PLAN _ _ .�. •K. DATS g 2 OKS"yp• ; 70 RIVERSIDE BLUEPRINT - RIVERSIDE. CALIF ,�`o H7 i N Li u- > oo ci •Igio."• .I.=2046.0 O C 2052 2 M..M r...m... r.... . ....:....... ... �' m ' �• t? ci EXIST. GROUND AT R/W do�' P.L= G��)sE'MGFIfM/IRK wb7 � � n +' rca r , cI,i p U v EXIST. GROUND AT R/W '' � . _.. 4.. wr!o N oI ci 70' V.C. w •► > SET CHI Z " Q '� NORTH END CURS RETURN'!1I ^ W O a v ; N.M.C. OF+ HILLSIDE AND CARMEL,IANto ♦ In r O v co 0 0 r + In i m 41 / �' o n' `° m > In m o �o - �' m ci ^ e m COMBTRlICTIOM P�I�ICHl�ARIC f1.EV� 2t1E+ ;.311 / cn nI Q w h o ci / o cs t7r V < •- H v; r ►- - + F- °D 9*Aft•CAP' ON sbUTH CURL$ PetURN t Q , / PROPOSED TOP OF �, o v7 N g p Q N1 _ r I' + st • CURB PROFILE a ri ►= o NtV a'v! a~ ^ o _ ,o _ .oI ��,,,: B.W.C. OF H LL81VE A" Wf"HIRE, In 8" C.F. d o cQ ' er t '�' In ui < " to h K h ELEV` 2®►3 V' 50' V.C. MIO cV H O V A/4Im 8 O 0 d aC ao > # < C2 +�• ci f~i ci ►: o a . .40 X 0.4Q X CHI2 "C :.� SID OF T `C.. $2 FE4T 111EST � C) W ~ �+ < rm7 Mo * � �- F I- '` hN (0.34y 0 (0.34X) _ 0.40% 0.40 /. CENI°ERL 1 NE OF GAI'PFfI R 697 FEET NORTH �7F J o J o coo ^\ N • �. M cu - - - CENTERI,.I NE OF 141 LL&I DE 204 ' ' o v O + g PROPOSED TOP OF CURD PROFILE2050 - .. ,.,.,. _. w p _ o p d� QEF _ _ _ .. _ . � mN cu � � � a p N e» �.�. LEFT .. �' }� ' p - IO cu a) J 0 N N N N EXIST. GROUND T m < r o c.v N I G OUN A C.L. p PROPOSED C.L. . cx Z . w cu t.03% a' PROFILE �? 0 ' + _ Q1 �� • _ r - J aL O 7 200'K i cu EXIST. 03� t� J 23'V.C. - - - - - - - ND o J cv G ROU .? o o rn p P,1.=2046.85 _ AT C.L. cv _ + U + C1 .. i LO IN - + N cf V o U O ..J I�b N Pilo. -• i If) 111 10 i� IA v > •3a nr � c� of > w o ao < L � g iccm � � a. t S a oEi > /per ,; ci o o c i cu O .88 -1.33 y u' p W U) cu 0 m v •/a< V 1A ..I .40 x � w ti o cv o ?04 �' < °i ri m 0 0 -� I`J N (0.36 •) (4."-S6'/.� _ x or_;� � �- o m r 2 4Q. . cn J r� o c• O v► m �.' v v SED C L PROFIT, ~ -o _m E _.._ m ... ... : . :. ' C . Ib •� + N � of .� O � rh I� m• •!. ..............._..,..-.... ..... ...., - p c" EXIST. GROUND AT R/W �- � T C U Ipu N r O U m ; o 14 111 r 0 C) Cu40 N ma Np �Q�N v ,�, ,:m .w \ � o ccy fQ- O N 0 < t. - (A (11 U) N N NF-p ' O V N V V m • P 1 2037 6fi a N 1'i N r f`NU) < N co - -3.3q y o ci 30' V.C.Vo ^ ti �. g . co a 0.80•/r h 1.33'X. - + LO cm cr- V -.y c� •. PROPOSED TOP OF m N > a - !... H F- ^ UR - J ti m .�\ CURB PROFILE a > 0. M n m < o g v~i Ncn cu w � 8" C.F._ a+ *- r CI cn /.m N0.4O•/. 0.40 X' 0.4Q X N CY V M _ v �' (0.32%) N (0.30y.) _ O.*4t' �'�,� - - - - - - Fcy ���. '� 0 11h IMFm� V W ' .: _ .._.. .. R040 Na /w �•,,� � r'' � a Ia PROPOSED TOP OF CURB PROFILE I G H'� , . In rn 2 05 Q 4.. .,__. ._... ..... .. ..._ ... .... ... a -- �.` i < i ,� 8 C.F. qQ 9) NQ RIGHT W)a~i N EXIST. GROUND AT R/W -. U) CU ai a .� 5 17 ;. pp -4.704'. . . k t s 1 + 00 2+ 00 3+ 00 4+ 00 5+ 00 4+ 00 5+ 00 6+ 00 ' 7+0.0_.., _.. . X - GUTTER DATA PROFILE SCALE K = 13' L = 41' VERT: 1 In • 4 ft HORZ: 1 In s 40 ft ' sTA"ONE STATION ON cup sTKTpN 14 7 7 s 7 a � µ 7 ��► o ` 7 c+•S► •Ion• �o• � � g X � '�► lV 1 2O W �6 g 2 i 9 .g , %d I I ' 18 5G_` g a I;en 7 N� v 92 47 s!' v • w 31.00 •M' o0 e,T ►aor j 12 /� -I� 43AW 3 17 20 o� SCALE : r = 40' Wt yy ,,yy, 'r. 1 RAp l.Y'T �•k B T. W000 • •N • i 3 i►► 6' p l RICA h 2Ci = _ C • b ' `C EXW. e" CUTIS 20 L E � 3 _18" GUTTER END • +E ♦+ i "vI► ft E. , 4 16 13 va0a z w � , "' "' I II II N w.�ce sT 1S C`c+wi► s7 ,► I O� . Dos o -0 p g !t#P o N 5 8 I N 1a cn $ 6 A � " Q' fa-• � v � ' Ici 7 7 CQNSTRUCT I ON NOTES sunoN aN E sTAT10N.am cols 7 ® ALSY M .S'7�EET T,rfE .S')r DLS' x 789 -lid g ! - DESCIM►TION OF REVISION TTY 14 V�NMAR . IC�� 1 SAWCUT AND REMOVE EXISTING AC. PAVEMENT SUR"Y DATE A G)_CONSTRUCT 6" CURB FACE AND 2' GUTTER PER STD. NO. 303 CITY OF RANCHO CUCAMONGA S -CONSTRUCT SPECIAL CROSS-BUTTER PER STD. NO. 309 (K 4 L • ` TRACT13723' PLAN AND IL. PER PLAN) • (D-CONSTRUCT TRANSITION CURB AND GUTTER PER DETAIL "1" ON SHEET 1 CURVE DATA , e R L T VINMAR COURT & SUIRREY LANE 0__CONSTRUCT CONCRETE DRIVEWAY APPROACH PER STD. NO. 306 (W-22' , X- 5' , UNLESS OTHERWISE NOTED). A 54°10'48" 200.00' 189.12' 102.30' 9�- CONSTRUCT � AC PAVEMENT AND _4 BASE PER TYPICAL SECTION B ?9°2 'S8" 27.00' 37.42' 22.42' • • 33°00'3 " 218.00' 125.59' 64.59' � \ C � APPROVED SY DATE 12 CONSTRUCT HANDICAQPED ACCESS RAMP PER STD. NO. 310 D 5044'11" 112.00' 11.21' 5.61' Q�pEESSIONq CITY tNO1NEER O R.C.E. O. !2397 @-CONSTRUCT CONCRETE SIDEWALK PER STD. NO. 310 E 204030'44" 38.00' 135.64' ����.�Q�11 LIP (q^,,yDE SIaN cnnL Euoll+e�IMlrcl Z RECOI/NENSED F 44037'09" 112.00' 87.22' 45.96' ` ` LANDSINNEYIIK4 14 INSTALL 5800 LUMENS STREET LIGHT BY SCE (TO BE COORDINATED a C• ~� LANG PLA""I"a BY DEVELOPER) G 7009'56" 182.00' 22.76' 11.40' No-C 28022 DRAWN H 15000'00" 112.00' 29.32' 14.75' CI VI! ��' J. G. W. R.C.t.NO. !SSl2 �f0 BE REMOVED I 210000'00" 38.00' 139.28' 9�Of UEO�� CMECKE AUT E E 3/31/90 , T.PEES' A25AF PLAN V/EV, ZAAM 7� AW .lT.PEET T.PfC WAGE! AV .*r .1 J. R. K. DATE 8 PILE NO. S/E1♦ SA O. RIVERSIDE BLUEPRINT - RIVERSIDE. CALIF. • to a��7 . • 15' LOCAL TRAIL I ! CITY DENCH A11W N7 ELEV. • 17N.210 19' LOCAL TRA JV SE CHI Z Q " NOR'i T ? CURB RETURN REF. , EASEMENT (o) T LOCAL1-� 0) Q " `/ N.W.F. OF HILLSIDE AND CARNELIAN i ar g 31.� 34� �a� EASEMENT C C / �► 66, x 15 ,4Q CON;9TRl7CZ�BENCHMARK N1 ELFV. • 2002.3E3 I Q (V BRASS CAP ON SOUTH CURB RETURN T.C . , 1 ' �' x S.W.C. OF HILLSIDE AND SAPPHIRE (V CONSTRUCTION BENCHMARK 02 ELEV. • 2037.89 y �.7 t.3l6 _ _ --- - O -- - - y - -- — - IvntEIFtANVA6M IL • ,9- -- - (� CHIZ "0 - IN END OF T.C. , 22 FEET� WEST OF 21 r A F�►IF ,� �Z 1 g 21 SZ CENTERLINE OF SAPPHIRE, 697 FEET NORTH OF y N `� �_ 00' C UNJ t f' tR /L _ I g , x 1 CENTERLINE OF HILLSIDE EXLST. CLF 19 -TT}� ✓/ / O / / I 12 / 3 V ' 1000, A' Ct ASE ME-N? / SGLE. / ; �O ' PPiVATE URAt AGE SfRIVAE SLOF'f38) :4qFMFNT 4� COP3TRUC7IdN MOTES 0, 03 34)/ it \ 19 CONSTRUCT PVC COMMUNITY TRAIL FENCE PER STD. NO. 1010. C 38J CONSTRUCT 4 DECOMPOSED N �,• " GRANITE SURFACE PER STD. NO. 1002A. NOTE: GRADING TO BE DONE PER GRADING PLAN. F:,ST HLOCK 0 WALL �- �, i ) d1 CGWdT.e!/CT SFT. STEP-TM4aGGH"PER STQ At, h707 C4W444F!/6T A4-44W 61Tt' OVe .RTD Ali. /0/2 0-1 (FF • 2027.4) N 1 32� (32) �-, 8 2 ? 2 '030) 2 A I 3o Q J 1 1•i. 3 6x. e� -- ---- - ---- - - ;�'EVA _� 6PENTINAGE / nF/g� — >9) N 21 PO cYt'ftJN!t r TRA LLt r% - - — trtr - - --- cc 3 / I t� 2 - I / _ 2 � 1 A 3l 33 --{ � L30 I 34 Z L imr. I ROULL N �►_ 5 NRiVAfE SLOs,F �_(z8� O) c S� • N �.ASE MEN I / 10r� ?. ` 3 Q_ oosT cum Rep I)1 B l lC�C HILLSIDE ROAD s �a ss s>•s ss s• sr<a>•s� �. 20' COMMUNITY TRIAL 8' PRIVATE UKAINAUF- z EASEMENT T PWATE 20' COMMUMTY TRAIL G' PMVAT m SLOPE DRAINAGE' ESEMENT EASEMENT a� I O.S' 3' OA 4' 0.3' - r i9 11 (TYP) '�I • 4' TYP. - ._ 2�i 0.0' MIN tic �'* I O' MN - 2' 20' MAX 0.0' MIN — — — 0.73' MAX 2.0' MAX 21 7M 'd' 61UT1'fir • PE.wRO�1� SECTION A - A SECTION B—B • 20' EAST-WEST COMMUNITY TRAIL SCALE r s 4' 20' NORTH-SOUTH COMMUNITY TRAIL SCALE : r . 4' 2' 25r LIP ? yi113 �r LIP III --- ► 19' LOCAL TRAL EASEMENT 8• o PRIVAT- DR61NAGE IS' LOCAL TRA 4' FOR ADD .STEP T/1,rAMA& AND GATES 41M6 lWAtWfr EASEMENT C 7RA, X PER C/TrREQS. BY aP. LAAGE _ 75 T. PURPOSES IOCFV TYPE "A" GUTTER TYPE " B" GUTTER r - DESCRIPTION or REvIs10N DATE APPRTOVED SCALE : r • ,' SCALE :r • a' CITY OF RANCHO CUCAMONGA Ls MAX N TRACT 13728 ,1TYPa ► Q - L4' MAXI COMMUNITY TRAIL PLAN CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ° i.7Y• MAX JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, IMCLUDINO SAFETY OF ALL PERSONS ANO PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND MOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENO I NEEM SECTION C—C HARMLESS FROM ANY AND ALL LIABILITY. RI9AL OR ALLEGED. IN CONNECTION WIT" /� �pEESPIp/r 15' LOCAL FEEDER TRAIL EASEMENT (p��vA"Tll�� L� �pQ 1`LIP '�1�, A►�RovEo s♦ � DATE THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARIBIMO FROM THE SOLE NEGL I GENOE THE OWNER OR THE ENOI NEER. THE EXISTENCE AND c�,Q Q� qi!. �(,► C 1 T r ENO 1 N E t R R.C.E.N O. 22397 SCALE : r • 4• y �• �► APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE W DIE SIC" CHLAVIL E SUF ERIN(i .RECOMMENDED PLANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE CONTRACTOR _ RANO SURVEYING VERIFY E ' y �0-C Z�022 � Y • �• � � - LAND PLANNING ' SHALL POTHOLE REFERENCED UTILITY LIMES PRIOR TO CONSTRUCTION TO I Y XACT T DRAIN" 9T P DCA 91 96. 1714►949.9919 sNEET LOOATION OF SAID UTILITIES. TO THE' BEST OF OUR KNOWLEDGE. THERE ARE NO L�Y1` ��� J. D W 7/7�7`, 7 1 1 EXISTING UNDERGROUND UTILITIES OR BTRUCTURE EXCEPT AS SHOWN ON THESE PLANS. .9J QQ. W. R C.E.NO. 20022 Or THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT f OF CAL�� Y AU M RMT EXP 3/81/SO CNECKED DRNO. THE UTILITIEB OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES - • `1 . k• K • DATE 8 J2 FILE NO. "270 OF RECORD OR NOT SHOWN ON THESE PLANS.