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HomeMy WebLinkAbout1232 CONS'T'RUCTION NOTES AND OPINION OF UANTiTIES 2 I/r 0 BOLT a R NOTES: 21r•"�' � STREET PLAN GENERAL -NOTES 4 EA T' I . ALL YORK SHALL BE DONE iN ACCORDANCE YiTH THESE PLANS. TME CITY Of RANCHO CUCAMONGA INSTALL 30" STOP SIGN. PAIN'(' STOP BAR do LEGEND STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT 1114" �- EDITION• CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO 2 CONSTRUCT CROSS GUTCE11 AND SPANDREL PER STD. 30.8 1,080 Sr. O- THE OVERALL DIMENSIONS OF THE TRASH RACK SHOWN ON THESE PLANS ARE FOR CONCEPTUAL PURPOSES ONLY. THE CONTRACTOR THESE STANDARDS AND SPECIFICATIONS. I/4" T URB AND G urrrR Pit STD. 303•(8" C.F.) 2,880 LF SHALL FIELD MEASURE THE EXISTING INLET AND ALIJUST DIMENSIONS MENS I ONS I Tom• a—CONSTRU•C C Z. ALL PIPELINES OR SUBSTRUCTURES OF ANY KiND. TELEPHONE OR POWER POLES. MATER METERS. ACCORDINGLY. _ _ VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RiSH OF Y N E T AY 4 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGG. BAST; 36,300 SF c r LiMiTS OR IN ADJACENT MEAS WHERE IMPROVEMENT WORK iS TO BE DONE SHALL BE REMOVED �J GALVANIZE ALL EXPOSED FERROUS PARTS AFTER FABRICATION. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO r 21 EA - soN STD. ' 5 INSTALL � 800 LUMEN STltf:l:'r I,iGIiT PER EDi - I CUCAMONGA. O3 — IF FIELD WELDS ARE NECESSARY, USE GALVICON, GALVOLLOY OR `. .. IR4 -3 _ „ a!r O� . MK COVER r (W=41-011, _ G CONSTRUCT CATCTi BASiN Pl•.lt STD. N0. .102 V-G G ) SIMILAR. a rrt2"rd/4-TVlIl1tJ1R gyp, 3• ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SMALL BE .. . r En F - + . 2 STEEL FRAME E AT AL TNG 01N G 6F PAVEMENT 0 WITHIN .01 R - 1'SSIOif I I.It S II). NO. X18 SET L HINGE POINTS. ED E P EME T P THIS T iM O FOOT OF SUB G ADE ELEVA AND LOCAL, DEPR . z 4• .. " D 4' a4 - ALL POLiS SHALL BE 1/2 + AND 7 LONG. I TION AND AT NOT MORE THAN SO FOOT INTERVALS. ADOiTiONAL PAVINGSTAKES MAY BE REQUIRED ? CONSTRUCT CATCIi BASIN PER STD. NO. 502 (W=V-011, V=4'-09 I BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. N I'I:it S'I'T). NO. 518 2 1:A a S Il4" It 3®24"'•O.C. TYP- 0-14 1)LI Ri:SSIO AND I,OCA1, - - ' 4• ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMilTAR1ZE HIMSELF YiTH TME SITE Ba--CONSTRUCT 8" A.C. nr lm PER STD. 313 312 LF 4'_0- o r AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACit_1T1ES RESULTING DIRECTLY F•- ( ra OR INDIRECTLY FROM HiS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. NSTRUCT CUR13 CUT-orF WAIT, PER S.n. CO. RD. STT). 127 1 rA r-o" r-1rQ---CO _--0• ,� S. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT 1 mom;R STD. NO. 1 0U2 Cc02 LF � = PRIOR TO AMY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR t(► CONSTRUCT WITiTE PVC RAIL FENCE PER CONCRETE SUPPORT o-- � � RiGHT-Of-WAY. SEE DETAIL "C" SECTION VIEW /2"><3/9" BAR °" !1 CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHEET I IEA - >' I oe 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL DETAIL H�Bw GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CiTY OF RANCHO CUCA- PLAN VIEW ELEVATION VIEW MONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY EN- a— N- 12 CONSTRUCT INTERCEPTOR i)1tAlN 1'I;R STD. NO. 87 5 49 LF �,,SS"EEL FRAME Z'W 14'TUBULAR 1/4 TYP _ 2112'=31e" BAR GiNEER FOR APPROVAL PRiOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. (TYPE •.� 1/2" 0 BOLT AND NUT 1�.'1 --CONSTRUCT 54" RCP (1200-D) 227 LF I STEEL GALVANtz - �� / T. AT THE COMPLETION OF PAYING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGT- • STEEL FL.AREo • NEER LiSTiNG ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND " � 91 L F 2WELDEO BOTTOM END INLET SEE DETAIL "C" �..,�: � 1..i/�✓�'•V 14 CONSTRUCT 49 RCI (1300-D) OF DED / / '1`�� DETAIL *A" GRADATION OF ASPHALT SURFACING. I EXiST. 4" GAP / I CONCRETE ©5 ----CONSTRUCT S.D. MAN11pI,r n PER S'I'T). NO. 511, (i,=10) 1 EA � ` � 2"4"■I/4" TUBULAR MAX / APRON t. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOiL WHICH CONSISTS OF A ROCKY MATERIAL• / , --CONSTRUCT oU'rT,E'r iEADWALL PER DF-I'AII. ON S111'I'T 4, 1 to STEEL FRAME � THE SUB-GRADE SMALL BE PREPARED BY REMOVING ALL ROCKS WHiCH PROTRUDE ABOVE THE SUB- AND 1'L'it S.B. CO. It!). S'I'D. NO. '1119 1tI;INI�()It(:ING lil•:'I'All, 1 EA 2112••5leen // � ( 48s�j,�p GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A 112" ¢NUTS d C AREA REMOIYAL QUALITY BETTER THAN THE NATIVE MATERIAL. 17 CONSTRUCT iNLET IirADIVALL PER DETAIi, ON SIII°I's'I' 4, _ I �• 9. iF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS STERTLANT REGISTERED BY P 1 �� r 2".rW/4"TUSULAR THE E.P.A. FOR USE UNDER A.C. AND P.C.O. SHALL BE UNIFORMLY APPLIED AT THE MANUFAC- AND PER S.B. CO. RD. STD. NO. 209 1 rA / r STEEL FRAME 1 1 '• TURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WiDTH PRIOR TO PAVING. I�R —CONS'T'RUCT -DUMPED-STONERTPRAP INLET APRON, •4►45D SF - __ _•- - - __ _ 10. OPINION OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE 1! CONS'1'RUC'r 24" RCP (1511(1-i)) 667 LF • - ?q ,= b 11�11�= 1t��f=T=11T�lll REMOVE EXiST, - ���� DEVELOPER. THE CONTRACTOR SHALL MAKE M1S OWN DETERMINATION OF CONSTRUCTION QUANTITIES 114" CONC. III CONST. / BEFORE SUBMITTING A BiD• ANY ITEM OF WORK REQUIRED BY THESE PLANS WHiCH iS NOT SPECI- 3.1 -REM I�IL'/!I_ ' -,• TVP. CONC.SUPPORT r�. v^�.i'�.�•-• 111 ONS'T')tUC'I' RIP itAl' 1:NI:It(lY I)ISS11'A'1'OIt I'IVABLEJ ;It CI'T'Y sTI). NO. 517 52oSF /�/ , EXIST. GALVANIZED STEEL I FICALLY LiSTED 1N THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED 1N THE 4_s- _ , FLARED END INLET. OTHER ITEMS OF WORK . EXIST. 4r (D—CONSTRUCT GO" RCP (goo-1)) 40 iF /o ' - 2"xrW14-Tve�,LAR CAP. �•�. CONCRETE SUPPORT STEEL FRAME II . WORK SITE AND EXTERIOR STREETS SHALL BE iN A NEAT. CLEAN. HAZARD FREE, ORDERLY STATE. -� SEE DETAIL "B" THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST Of THE INSPECTOR. 22 CONSTRUCT' DRIVE APPROACIi PER S'I'D. NO. 101-C,W=241, X=3� 24rn _ _ RIP-RAP 0 EXCEPT AS NOTED ON PLAN SEE ' A SE DETAIL RETE SUPPORT T-OFGFWAIL TOR MAIN PLAN VIEW SECTION VIEW 12- ALL SEWER. WATER. ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS. MAINS OR CROSS- CONSTRUCT CATCll IIASIN Pl:lt STD. NO. 502 (IV=1340", V=310") 1 EA AND LOCA1, 1)IiPItI:SSI()N '1'Yl'I; C I'I:it STI). NO. 518 PLAN VIEW SECTION- VIEW DETAIL '�`i� 1NGS SHALL BE CONSTRUCTED PRIOR TO PAYING. 13. PRIOR TO INSTALLATION OF ANY PAYING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE 'l4 CONSTRUCT.DRiV1. APPROACIT PEIR S'I'D.. NO. 305, W=15, X=3 4 EA CiTY ENGINEER L1STiNG ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE. 25 CONSTRUCT 4" AC PAVEMENT OVER 4" AGG. BASE 8,320 SF TRASH RACK STEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. a— 14. C1 TY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE @� —CONSTRUCT DRIVE APPROACH PER STD. NO. 305, YW:16, X-3 8 EA CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CiTY ENGINEER FOR ©--'-CONSTRUCT RIP RAP ENERGY DISSIPATOR PER DETAIL SHT. 4 1850 SF APPROVAL. ® I EA D L T 13. STREET SIGNS PER CITYOF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CON- CONSTRUCT BRICK AND MORTAR PLUG IN END OF R.C.P. z4" 10 6" S' STRUCTEO AT EACH INTERSECTION. p•..6- r,.s- L 3x 3x3/8 • � L 16. CONTRACTOR SMALL CONTACT ALL UTILITY COMPANIES- AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION. ll CONSTRUCT CONCRETE BLOCK WALL PER STD. NO. 811 67LF SEE DETAIL "A" STIH4REEpRppA " PROVIDED FOR CONVENIENCE ME THE FOLLOWING, ' �'" 420-C-?tom Canes•Vere a El 7/s' ¢ HOLES = � I EA ` r� r" A. SAN GABRiEL VALLEY MUNICIPAL WA?ER DISTRICT `J CONSTRUCT TRASH RACK PER DETAIL ON SHEET 1 ;.. .. ; •,K '{ ` MR. BOB STALIiNGS (213) 969-2718 I tI SEA FOR BASE LiNE ROAD CONSTRUCTION STRUCTURE PER , 31 CONSTRUCT HEADWALL I I/r xr o- / 3/q" NUTS / a B• GENERAL TELEPHONE (800) 422-4132 O I » DETAIL ON SHEET 7. , LONG BOLT 1 Arra NUT :r Loci wasKt=RsFOR UNDERGROUND SERVICE h CONSTRUCT 18" RCP (1500-D) 103 LF. I � � (TVP) �« _ 14 New cr£xis> , -_ Pipe tv C• SOUTHERN CALIFORNIA GAS COMPANY (714)529-2888 1 / 2 Esq Co12191 E. BiRCH STREET (714)529-7070 >�2 CITY STD.NO. I I 33 ll�isTA-L_L_ sT-eE�T-r�EEs �r �!(�,, 54" R.C.P • � P• - • ELEV. VIEW SECTION VIEW BREA. CA. 92621 i � GoZ L.Fr. 9 ' 1 O IlST2UcT G ><G" ao+_Ict�TE Mowcu�13 1 - D.Q co / 0 CUCAMONGA COUNTY WATER DiSTRTCT (714)887-2591 I t 9641 SAN BERNAROINO ROAD I..• s w RANCHO CUCAMONGA, CA. 91730 DETAIL A �.• / �� N E. METROPOLITAN WATER DISTRICT (714)593-7474 P.O. BOX 54153 \ LOS ANGELES. CA. 90054 Q SET-1"tZ�-E a ol�ls-T iZLiGT1O1`( NoT�s Q fit,.ssml/►I`1-�L_ �� NoTt=s i 1 CONCRETE COLLAR DETAIL , F. PACIFIC TELEPHONE COMPANY (714)999-5639 2 - L3x3x3/8 I ' 3/4" � REMONEABLE � I,taLL TQEES �S RE TO SE PL ac EIS lhI ac�oitDtaNc� lam. TI{E 'EQt�STIZIGN hlCl�SNoLL_BE ROD IN 7/9" ¢ HOLES ` 17. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEW TO LOCATED PEF--T4l�R�L-WwIN6 ��J4= -! 7 = 314 BARS , DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) w ITIr4 c-1 TY srv. No. sol. SEE DETAIL "(3" Z• ALL 5T1Zt✓ET TREES S1t�L. ge= STeKED RANTED N� SFL&I. _ls�1D 10'eee,le v'oI•M-rues r-V_ - •' ,4Gc o2plt.1C• ro CITY STD.No. 5v2 OR 503 A•s OQ L3x3,r3/g 18. A PERMIT SIIALL N OBTAINED FROM SAN SERNARDINO COUNTY FLOOD P>ZvX►H�tT-'C TO I�ARAsc�aP6 DIGTOTES. F � LL��SD Z�Ta �l T� S� Ea� CON•rROL DISTRICT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION NOTES: WITHIN SAN BERNARDiNO COUNTY FLOOD CONTROL DISTRICT EASEMENT S_B.AGk FILL. M1xTvRE OF ALL_ STREET TRL S 15"%-L AIJY T 1PJFr 4k1'>JRANTOtiZ UTIIrI�'; IGLOst)1�3 I - $8 PcR TLtE QEco►nMEt IDATIp!-150F A-+4 Ar.20"k-Att � QR RICHT-OF-WAY. So1L5 2tsRjRT 1=Uf2NlS4l6C� T'O THE GIT`1' K rL c�41�t_�t�CD 1 To El' Ae-v-srpc-o1= s>=e SHEET 4 SEE SHEET 4 1. GALVIIVIZE ALL EXSPOSED FERROUS PARTS4 '+ A1iY STPEET L INToK L>TlLrrr PdLlc- O1L . AL 4-TE CET FOR STORM DRAIN W. AFTER FABRICATION, „ '- FESS x 114'1` RO /p L3 3 3 8 Q t h q 4 01=TE{F rtRUN1C 1S GLOS62 TNLar1 1=1✓1�G7= old ST�cET SCD sFL�L_L_END S -rk4=c=i✓ Ff�1=T �� �TO T41� FrAG� OF -C V4U-. cUfZBj o �1 TN T� s1 of t�¢�vEwoYs w�Tk► I 2, IF FIELD WELDING IS NECESSARY USE O UtyLEss oTH�R�lSt= NOTFE>a. -TQ�►lS�S2sF MESJtUM �Qoo� , GALVICON, GALVOLLOY OR SIMILAR, h��0 ,OHh'rOy�y� 20' COMMl11VITT 1 C7 Z fl4l 5. ALL_ STr�ss{=T TREES tS\tZ1= SuSJ�GT �O INSP��- 5�T8�-c KS FRor-� TRAIL ' . . 7038 I T to H l�H.(D .d.GGE'PTa.t�lG� SY TkiE CITY EI,I�iNeE�. � SECTION VIEW c6 ELEV. ViEW � 00 #12492 T° m l H.rTE�g�cTlONs IvtA�( Bt- RaQ�t1fZ�O P��-C�[a��tG S�GTIOf�1. EKP 3�31`91 I �I' �IVI1_ 9T DETAIL B Q OF �Fo� �V I 15' EQUESTRIAN TRAIL 8 CAL I DRAINAGE EASEMENT STSZEET STREE'T•['gm s"FAX-A NCO 20' COMMUNITY I � E TRAIL S . g �• SEE SHEET 6 FOR STREET IMPROVEMENT REVISION PER y-/�-9G d.LMOND s-1>z�I✓-r cL�ecUs t -' = OUTLET ENTRY PROVENTION DEVICE M . © DR 96-02 BY BYRON B.JOHNSON JR.EPHILK.MOSLEY 3/290 --__ --= a 4- • Nf A1�NL7E- PL_,�TANVS ACEIZ 1 F'dLlo 30 O.G. � to tzalr� YSTONE CT. ( W N T S O �\•, �a. QI -KEVISED F3riz RM.tIz38 6Y.1.M.WILSON4SSOGATES ? y � DESCRIPTION OF REVISION DATE APPR . 15' EQUESTRIAN TRAIL 6 LITY LIMIT�r OF RAI.ILHO LLJLAArIDiJC�A j • DRAINAGE EASEMENT BENCHMARK C 7788 ' ; c W �. 7 N T. L R we_V tS1 w SEESHEET7 Q iP CITY OF RANCHO CUCAMONGA 1 QFOR STORM DRAM W. -- _ ALM,0AJT'7 ST - I ORiGINAL BENCH MARK CONSTRUCTION BENCHMARK NO. 1 B•M NO. 76 - S.B. CO. FLOOD CONTROL DIST. 2 INCH IRON PiPE WiTH BRASS CAP STAMPED, '9T QL s RMOUNTAiNCT. I MONUMENT WiTH BRASS DiSC STAMPED 1947 CTR. SEC. 23. T 1 N. R 7 W. L.S. 3002 FOF CAVICINITY MAP, INDEX MAP, GENERAL NOTES , III — ON THE S. SiDE OF WiLSON AVE. a THE EAST 1978. IN THE CENTERLINE OF HERMOSA AVE. 1-i:CAI t��". ESTIMATE OF QUANTITIES BENCH MARKS `I d SEE HT. Z I) SiDE OF THE ALTA LOMA STORM DRAiN CHANNEL AT THE S. BOUNDARY OF TRACT NO. 12237-1 rarvnTE Irl rt•s +arty TD oo►+TR�►ctoas r,�y► _ + + o , 1 8.94TYPICAL SECTIONS AND CONSTRUCTION NOTES d 1 / ELEVATION 1757.39 ELEVATION 94 � o I ___=-_ =_=_ == , �a kb CONTRACTOR AGREES T►1nT HE SIIALL nssunlE SOLE nNo Cd•7PLETE RESPONSIBILITY. FOR STREET 8 STORM DRAIN IMPROVEMENT PLANS _ W 15' EQUESTRIAN TRAIL 8 , W CONSTRUCTION BENCHMARK NO. 2 CONSTRUCTION BENCHMARK NO. 3 Joe SITE COlvolttorls DURING THE couasE of CONSTRUCTION OF IIIiS PROJECT. Ly Q DRAINAGE EASEMENT (_ = CHIS. SQUARE IN TOP OF W CURB OF HERMOSA CHIS. SQUARE IN TOP OF N. CURB OF HERMOSA iNCLUOINO SArETY OF ALL PERSONS AND PROPERTY; THAT TIIIS REOUiREMENT SIIALL TRACT N0. 12902 IRON UNTAtN CT-. � HIL_L-StnE � 1Zd� :1 ___ I ~ AVE. APPROX. 655' M. OF THE S. BOUNDARY AVE. APPROX. 1252' M. Of THE S. BOUNDARY APPLY CONTINUOUSLY arra NOT BE LI►aiTEo To NDnr.1AL WORKING IlouRs, AND TI IAT 20' COMMUNITY /` W OF TRACT NO. 12237-1 OF TRACT NO. 12217-1 lu THE CONTRACTOR SIIALL DEFEND. iNDF NiFY AND HOLO 711E OWNER AND THE ENGINEER ` ./ SEE SHT. +J r. ,. y TRAIL ( ELEVATION+ 1990.50 ELEVATION, 2023.48 HARMLESS FROM ANY AND ALL LinBiLITY, REAL OR ALlE0E0, IN CONNECTION MiTHI APPROVED 6Y A DATE �,� 51• - - P LIABILITY aatslNo CITY ENGINEER �' / --�' R•C•E• IN0-. 22397 EXCEPTING FOR Li BILI HI PROJECT E CE H IE PERFORMANCE OF WORK ON T tS i / ( 7— T , WILSOU AvE. __ I CONSTRUCTION BENCHMARK NO. 4 CONSTRUCTION BENCHMARK NO. S FROM THE SOLE NEGLIGENCE OF TIE OWNER OR TIIE ENGINEER. TIE EXISTENCE AND DESIGN RECOMMENDED NEE SHEET CHIS. SQUARE 1N TOP OF W. CURB OF HERMOSA CHiS• SQUARE IN TOP OF W. CURB OF HERMOSA APPROXIMATE LOCATIONS OF UNDERGROUND UTiLITIES OR STRUCTURES SHOWN ON THESE �t a: - FOR cnnLENGINEERINGRE Fin- U1ND $UHaVEYINGAYE. APPROX• 1853' N• OF THE S; BOUNDARY AYE. APPROX. 2221 ' N• OF THE S• BOUNDARY PLANS MERE DETERMINED BY A SEARCH OF AVniLABLE PUBLIC RECORDS. TIE CONTRACTOR IJINDPLANMNG �'4x eNr+INitFfjll , STOREM DRAIN W. ITEQUESTRIAN TRAIL B I ( OF TRACT N0. 12237-1 OF TRACT N0. 12237-1 DRAINAGE EASEMENT ELEVATiON� 2068.78 ELEVATION+ 2081 •46 SHALL POTHiOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY EXACT DRAWN 64o-r, w *TH Si. •LAND CA 917Ag . (714)946.9919 SHEET LOCATION OF SAID UTILITIES. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO l V I C I N I T Y MAP INDEX MAP EX.STINO UNDERGROUND UTILITIES OR STRUCTURE EXCEPT AS SHOWN ON THESE PLANS. /577 / / ! !lnV REE NO. 28022 I OF NTS NTS Tit_ CONTRACTOR IS RFOUiREO TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT CHECKED Y AUTHORI 1 ExPiRES /31/90 DRWG. NO. THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES NOT // ) OF RECORD OR NOT SIIOWN ON THESE PLANS. DATE FILE NO. -3"\ r� _. -- -__. - - - - _ _ _ _ _ _ _ - ---••+�'�:F. _: -:;� — _ -�--- - - _ r •G t ors�urll ON CUA' L-90 17' c , 1 i ia o o f i i j T1tnl 6+Pr�f'f 0 } t h _ -Ian'/• h - i i i 49.03 /9.54 {AA/ GRI W 1• W � 42.41 > i lip Lo'It-Ir. /OQ!!L' + i I �j• EoRv R'C T 1 1: I 2010 14' LT. 1IE)9D W L_T _ . _ _ X Fxis� icy v. 0 : 14 L,T, 9 V p ^ Qhs o ��°^ "► O a I f P6 eT V. ;yam A i N 1/8 N ti l tt V � i i op w 00 Tit A/6leWl - Exrs>/Grml.>c/G� 3I ' vc �, ' i i 4e.o3'�C. 4P.4r' t { , vim/ 9-0.7s t 17.99-- cures �e j ��• ° 8 4 .4f" t O 5iJ I � go o`o �UI@� � X94 '!}4 'f4 �s 2 0 i9�o X� / c�/QtN© y Q` 4? h CiPf�. �� 1 I -� T Ati j ^ a��� h o U ! 1 / �� 4` Q, P• a a Ya °✓a dt'+ +n 1 a I h @ y �` N W k Pfi'OF'OSE"� p +� kg r, (y t� + I J ! u SURFACE AT _ i - . m v �� ` � / � ;3 �; Tom.�� � �� ��' � � � �►, / b� a �' p. � �` � � t ; i �,} Cu/� 3.75/� / G>7 t + a cIl 10 , � ti � a�t__�'ar-� _ -- - _ Ery ��¢o - . ,.j, _ 20to �4' RT 1990 WRIT- , a r✓ ��,q' ��. N �`�° j r. 6 .fi 1990 14 RT. '� ?�'50 VC !v3_35 ►IC. � e��'� Q �� � S7rG.45•/ � i i Ev t � n b \ d w, � .(F � _ • . � i i � $ i • � °�,' io . ( / G � � Q � G rte. � � � '� '� � t � , � i � - _ � {( ' 40 'R0 I V� FT. :} I { 8 9 10 -- - -- TAN GRD= 0.00% 9 9 10 « _ PLAN - 1 40 L S'' 23 24 s II LI h I Q E f \22� 36+ N P 3 Gls — ct� la � �,osp \J 6 09 `' . � rs SEK I I ��. /5'OA41AIAlZ- 6L�a7 7.7; ' 497 I X00 j rj X1t rl' I Z1. Eel S EMEN7 dj s j J4 �p� JE. C. riLd It /_1 V_ R"w o oP o SEF SHEET 7 s l/3 r _ Q � - � o' E �'A'ra 3� - b F� � b v �G R � ( b � � FOR STORM DRAIN ¢ ry /� //�� NdZ 34 3 3 - ~ CURVE DATA � 9�tZ�.I•f 3 a�3^ �;h W Q o I } � x y. 40° 1��1 SYM RADIUS DELI t1 L E NGl Ni �ANGE:N Q � 22 a 18 � o to R6 _.. -.__-__. o � aA/y� G e ` / Z 7.00' '50 00 00 1 4 2.41' 27.00' 17` °p 0 I / N 40 0n /1 97+33.,5 ill Q 1 \. ^ ° • v, -- - - - - Oh ,� o< - q G I U 21 34 v O 3 ,/6 00' vZ>01 �. �, , =2. � 30.37 /s 27' S� 4 39.00' 2/0'00'00" -1G /q ' Zgoo pis 8 q ��t `wig ah l4Z 94 _. ___._ - '• -- � v o �� as oo' � s' W 0 I j %S/4 0Ci 7'50 //" 42 4S 01.51 N (1 ` - r4 — / \ �4'94,'/B'µ�' rt _ 0D0�y' N O m, } ° a w - (� 300 00' �'s0'// 4/ o rv �>. h a�b 3G �^�^o^ 3 `> Y \ ', c Q ...20.5•¢ ' � s \► ap.-- z ''c '(, T h fse 00' /G•'e6'_v 82 27' 4/.¢t " 1 0 '� y h Q I R v`', - --. SCO' /� zb"s4• -90 32 �� 48 � � 2 S Q C9 I C g 500.00' /,0 's 4" 8G 30' 4�.4s ' _ _ --- 0 4, ^/ s 1 2 I G 20 19 - \ 15 h ,9&9 &v 'a a llu 12 111 1, o 6P IN o a so t49y� i ti w b � h �1 10�R 14 , KEYSTONE COURT 5�0 bI o A ' itU0 C SS f � 0 _ COPPERMOUNTAIN COURT �,� '1 ,,� r CITY OF RANCHO CUCAf 1ON CA STREET + MPROVEMENT PLAN CUNS7'1�UC'1'lON NU"1'LS PRIVATE EKmn€rrr'B rxTTIG TO cOrJ,RA[:,DRSt .v: � 8k PROFILE -- ` � L/NE F/LL SGOf'E f� corJTRnc1DR ncaREFs Tlinl uE siIALL. nssuti+r soLE AND ca+rLETE E6PCMlSTBILITY FOR KEYSTONE COURT AND COPPERMOUNTAIN COURT 2 /N�4.Y —_ --_ 1 INSTALL 3U" STOP SIGN. PAINT S7'OI' BAIL el I•GGrsNU JOB SITE CONDITIONS DURING TILE COURSE OF CONSTRUCTION Of THIS PROJECT, ' e INCLUDING SAFETY OF ALL PERSOIJS AND PROPERTY; TIir1T THIS REQUIREMENT SHALL -0.35' - ---- - �' �� •'. 2 corls•rltuc•rcltoss cv'rrElt AND SPANDREL PG11 S'rU. sus - - TRACT N0. I?_902 �•� APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: rRJO THAT 4 j 3) TILE CONTRACTOR SNALL DEFEND. INnF?,lNIFY AND IIDLD TILE OWNER AND TIIE EfJGINEER 03 --CONSTRUCT CURB AND GU'1"1'E'R Pf"A STD. 303 (8" C.C.) Ai f 'C� `_1' t� ( VAIE HAW-ILESS FRO(I ANY AND ALL LIABILITY. REAL OR ALLEGED, IN COrJNrCTION WITH THE PERFORr+ANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING �1'I f `i ';1 NLCR 1� L• E• loo .'273-97 9 J—CONSI'RUC'I' .3'r A.C. PAVEA11SNT-OVE'It 4'I AGG'BASE FROM THE SOLE NEGLIGENCE OF TIC OWNER DR TIC ENOINEFR. THE EXISTENC-- AND TYPICAL SECTION �J Ups CIVIL ENG NEE01W, IR°corinc►il [.o r rr ' ` ► ORIGINAL BENCH MARK APPRO?CIF1n1E LOCATIorJS OF L>rJDFROROLIrJD UTILITIES OR STRUCTURES SIIOwrJ OIJ THESE `ter �' ` t f' { � LAND SURVEYING p �-- INS'1'AI,L .� 8UU LUA11'N S'llIEC 1.10117 PER GDISON S'I'D ' KEYSTONE COUR1 Q NOT 7� Sia B.M. NO. 7G - S.B. CO. FLOOD CONTROL DIST. PLANS WERE DETERRIINEO BY A SEARCH OF AVAILABLE PUBLIC RECORDS. TIIC CONTRACTOR _ +.-? ►tel-f LAND CLANN NG .. T./. - 50 , „ MONUMENT WITH BRASS DISC STAMPED 1947 6HALL POTHOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY EXACT COPpPERMOUNTApIN�COURT ,�� a— CONSTRUCT CATCII IIASIN I'EIt STD. NO. 5U2 (W-4' -U," V-a-G ) u;«.�,tJ � . y r, �1 ,� , „sae .,(7,�IYQQ„�„ sr LC �- STA, 84Ig,�0 TO V}00.00 R VALUE ANU LOCAL UI'PItI.SSION I'lilt SI ��. NO. J18 ON THE S. SIDE OF WILSON AVE.• & THE EAST LOCATION OF SAID UTILITIES. TO TIC BEST OF OUR KNOVLFDnE, TICRE ARE NO SIDE OF TILE ALTA LOMA STORM DRAIN CIIANNEL EXISTING UNDFROROUNO UTILITIES OR STRUCTURE EXCEPT AS SHOW4 ON THESE PLANS. pr CE NO. 28022 2 CIF — g ELEVA'T'ION: 1757.39 THE CONTRACTOR I8 REQUIRED TO TAKE DUF PRECAUTIONARY MEASURES TO PROTECT _ Y�[llf{ F;17Y XPIFiE /31/90 _�_ z l2 CONS'I'RUCT DRIVE APPIWACII PER STD. NO. 3U5, W=24, X-3 G4-if4_e LC ORvG • NU . CONSTRUCT DRIVE APPROACH PER STD. NO. 305, SIH=16, X=3THE UTILITIES OR STRUCIURFS SHOWN AND ANY OTICR UTILITIES OR STRUCTURES NOT C/ 2 SEE SIIEE7' 1 FOR.CONSTRUCTION BL'NCIT MARKS OF RECORD OR NOT SHOWN ON THESE PLANS. �� ` DATE � �1 �7 _ FILE NO. _ - �-�-_ , . - ______T_ -----,-- - .. . , i X y . 1 • i ? j I I ''. ? I tF i t t i I I I 1 1 I + I 1 ; . ! I 1 : , - ! 4 1 t , , . . , , , .., I . ; . e _ / , . I : , . 1 t i - - ♦ , . : . - . ; , V . { i } I I I I 3! ve 42.41 ' i 9 I j 1 , ; ; ' : i e t t I I . t ; , ; , I : ; I . 4 ♦ . . f I I...... I I .; I - t i ! ♦ 1 i t i . ♦ I , ; ; ' i , t I ; 1 I S { f � .�v i i � ; , t i I I i ! ` I I I ; I 1 I } i 1 1 ' I ! } X G�. ... \ r . , pCiyV , �- fsr 6R • ♦ - r , I , , j I i I I I l PO'i LT. I I ! P IN * I I . i i i i I t } I 1 t 1 I , , , [• , , , , , i • I - 1 V, ! t t ; i , . _ j , g- a g- ; I --PfTDf�O sEo' I ,)� } U TP ' } } I 4 -, 1 I t i i j t ! i ! i t i/f L 7' I i i i ,;� t O C r�$ er i i i . . } , t i i i _ ; I i , . . I 1 f f- 1 t • -i j t i _. , t - ; i ! • 90 31 j + �' I I i J t ; 1 I i t 1 P'✓�U(fj , l ; 5 a '� i i I I i i V.P/, -G�. O ' Q M1 0 �rf I ! i i I '� I i l ; 0 t i I } I YPI - ,43.37 . I � a • i . I i r ; } i i o I ? i ✓ /y i i I I f l h I i Q O - i + I i ; .04 _ S CS 'I I D 18.05 _. - . _ _ t , • , + _ t} s Q, l I. a..__ ♦_ V �0 ��. f • i i 1� r- i y_ . , / . , V e I / ,� I I < , . . , �s , . o . , J N . h i . I % �Xl�` ' a �t/D �' L�- . : . If _ , , d 1 , 1 , 1 • . I , . ; / v �' h i i I, i '� r I 1 ? r4N 6711 =� Y, i ' . : , I , I U 'd O v9 r' i ,� I ; ♦ ! �} . ♦ I f 1 fit � ' i w t r 1 ; t t - ; I i 1 '. : : - } h i � j ? D I j ; i % - lew'-''0Sf'O 7•df� i i I I I I . i i 1 % 0 t { S - 1 t `GURB l9 L T: . 1 I I ; tt .r h e EXlSffQUND i h . I a < ►4 ' I . . }} i V t V t I • ♦ , ; t I I I I / I A7 P/90�OSE0` I i :�- 7�' ✓.c ! i SA'Rf�RCe4 �4T ;�` — I I i I I 1 I. } I , f fi � f 0 t f f 1 I j ` ' 0 KO I ' ' i a 1 . P f it i I I , � I • • o� • :�� r vl �1 X I r I, I 2 :QhI 2ViN o�TIDE I 1r� I0 0�';� , � ! , I . 1 � +�� � ^ � � � �, � h'` I t , , . / I ; Q i 0 ^ oC �. _ p . , G 1 tf 50 � f . _ • _ ( 1 1 /� Vc 1 I i f 1 : �, a . I . d 197 y w _ : :_.rt_. . . 0 . �------- � - . ' I / ✓P/ - 43.5/ 'q' Otl ; t i �: f . I I - i " ! . ; 11 / j TAN GR -_ i I y ._ i i I 1 V j t .�r' I I I ; I -¢.'SD�i i 1 h ! _ I , I / i I I I t �, I I I I. � r I I `. I ; t , p TAN GR , � 1 ; i : i i i �: j t h /� PPOSE/J I i h I i } I GW sI 7-; is i ' . • i i ,{� �! } • I I 1 i i I i i i i I I i I . , i I* i` 11 , i ; I ' vim. ' 4 , o p l t i i t �- 5/ 42` I : 1 . 0 7 .t/5 6• rt/ i V E �YO , '� �" Cry i J ♦ I �! . a eti'� t Zo' rPT ! f } I I I i ; I i �. vo / cine PFr i i I i V _ / to 9'S , ,Z� ; . 'c / /t }� . j 1 I i t I - 1 Q I t- I 1 : i ' I i i C i I -f 9, 4, , . . I t . rl V rte} I I I ,A I . I\1 , '/ AT , 1 i i `�/ . I _S� j t , h 3 ; 9 ! t i 8 { Q, ✓ _ �t I , I , �G c Td , � `� V � 14 /'t ! , , r A1- • >✓95 !? T` ,� RT. 1 5 ,� a. __ -. : . . -- . -. t___ -. 1 __. ,� .—. ._ �_- _. . P a of v h , , . . J,� . , I I -� .�Df�SL�� T F'. n , h . . f i v 1 . , t` #' V I t I ; 94 ao vc 4(8.1s ' vc 1 � 1 a _ -. j . ; . , , Vo/ - 3f•6� vP/= 3fjr-¢ t I i ? ' I _ I t i e e e I , ,� I : . , / 4� / D I / i PRO s r> e i a I , ! 1 - l i i TbP ' F , f O , � T , I , t , i R . 1 V ! I i 1 i 1 i 1 i 1 � 1 t 1 I P A p $ v 11 k' f b } i I 1 �' , ' I o r, ,�, Q; � � ; f i r I : i ;-, I i i , I I TAN 6410. . � I V � \ I I $ ; i t i I i ; � I Q� I 1►1 P. V I i i i I i i j } I ; t i ; . , 4.$� � i I f I i 0 i ' '►� _ , i � I- I , I � I , H R Z I 46 I ; � f : ; . i 4 , ♦ . I • : . I PROFILE , . . . I - i i I 1/ .R T - E I i I . � �4 ! i � � ! - I I i I �94d , - � �T• 1 4a --_ , _ � _._ ..-. - 1 -_ ,. , _ ► _.a.. _J 5 6 7 8 9 10 PLAN : I " = 401 . I CURVE DATA SYM. RADIUS DELTA LENG1 H ANGENT ----- - -- ----- ---.----I- c/) --.-- --- U ' 27.00' 90`0o 'oo' 42.41' 27.00' - ----- 2 28l.00 ' 2/'/9 '20"" /avl. 43 ' 53.64' ,�, 9 10 I I Ld U_ _._ _ _ __ 2 I U 116.00 /5'00 '00~ 30.3 7 ' /5.27 ' P I -- --- — ._ _ La�.4') z U 39. 00' 0/0100'00'i 142.94 ' 0 o T I b 3 C> 3/4 � ,-/,/f'20' //w. J35 59 //' In 5 0 .E c 2 29f�9.15 / 1, O. -____ _ ---'-'---r---.--__-_-_ 8 h ,- , . �; o Ih '' (I-), 3Gh oo ' 2/'/9'20 /// 4 5ro-4-'j . 3700 l4/G10' /00.00" '�!'1131 ' TA/^/ COVRT , I 1111111111 ¢ --- _ ______._'________A_—� __ _ ,-__�.__ - __ /ROHM 3 9S e/ —_ -- _" \e ` a ? _ ,`� - - �,°� I +p4 s/s N RN1 aSA A VeF V �� & tia � �J 330.00' / it/69 34 ' /B"W eq 48 7 1 �- - - - --.�. - - --- - -- - - -._? -T--...__ ------.._----_._-_---r ----- -- � t 4 ) /9 w ,.,o 5� bRl�i�'� 7 e a IZIN V1'� a 01.1$ Lll 2 — - - .y cp >�o a 9 (p h_ —�— r� _ _ - _ _ f tLl �?, __-- 1 4rzoJ —1 K ' fG) r,Qq���j p - ----" - �,, 3 ► �G o3 95 9R ' 94 94 '3 804 ' ' I b 2 h I 3 V oocr) ?4 0 T. / C(o5 W 0 Z of N 5 R o. K . /.1 v r a W 11. y 2f�1 �,'_ � II I I S 3 v � � Si Q 4 w m * S g U) 2(0 .0 1_ r b � . 0 4 � 1 �, t4 * h 1 O - o A ® \9 + 8' I It, � *' !, Q� .� Q 3 2 � I I I �. ]o ►- � V)� I a� in //' tt' � .. w� q3 4 . . so 6o, I� w i 33 9 PP ;r Er)' 6 ti . - . -4 ocoll� k , e , - - - •.;,. `'` h"; 6 ll� �' __ ' - /ii + - _ /'�� r `%`�/ "I11 DESCRIPTION OF REVISION DATE V PR •°` °� �I ` 'COURT I 0 CITY OF RANCHO CUCAMONGA �jP I lei: . /� . IRONMOUNTAIN �' k� /s• • -. -Y •� 4 S1 R E E T IMPROVEMENT PLAN eo -eo •. -- - -- -- PRrvATE J?lFTTN TR•s woTlal TO CONTRACTORS Y t;� r,I,.;;� 8t PROFILE - L - --- -- zo 11 CUNS'1'RUC'I'lUA 11U'1I S _ CONTRACTOR AGREES THAT FIE SHALL ASSlJF�1E SOLE AND CO►•4'LETE RFSPGfJSIBILITV FOR INSTALL 3U" SI'OI' SIGN. PAINT SL'UP [lAlt JC I,tiCENll _ JOB SITE CCWJDITIOFJS DURING TIC COl►RSF OF CONSTRUCTION OF TIIIS PROJECT, IRONMOUNTAIN COURT I �—CONSTRUCT DRIVE APPROACH PER STD. NO. 305, W=I6', X=3 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; iIJAT THIS RFQLJIREh1CNT SHALL • rj�—.-CONS'I'KUCr CItOSS GUTTER AND SPANDREL PER STD. 308 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT TRACT NO. 12902 a of CF O 5 1 Z:/Mju �� TIC CONTRACTOR SHALL DEFEND, INDFMNIFY AND HOLD TILE OWNER ANC) TIC ENGINEER f/LL 51 op— HARMLESS FROfd ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH �/41IN E� Z_ivE 14:/ ! CONS'1'ItUC'►' CUIt(3 AND GU'I"1'GR PEIt S'I'll. 3U3 (8" C.F.) L THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING APF ROVED BY � DA E _5 ��/�� _. _ - - 2./ MAX. _ -- -- cUT SL AoE 7 =-- a .. � 3 � CONS RUCT 3" A.C. PAVI; 2'08 _. - - - e►i°n 42 OB Y �• ;C RIN ---..r r t -j-- - - I NO w ' UIIG 30' C) TA>d.GRAI)E-14% ! �4�� I � / ' IR' i a, letw t s17) rj ru v, + V \ 4 M 4 * rAN. GRADE -01?.DDIl. _ t I+ 2:rnx I : ! 50'Y•C. _ I F9, 27 n V, } ._ -- 08b '> _ _. _ . _. 207 hlQ., �, QQ� _� QG7l.! I EXIST. SURFACE a<'�vn -� tvv 40 09, , r rt1 J V 34r Y F.i. 7 3.3 Oti I ci r I o I �; � � • V1 0 � 1 F ^? w p V h i ro 9.38 1 PRO 1) 9ORFACI• CTR * 4 tX OF r-QUEST Rir'N : t �1 ►0 - 60" NGF' Z f OF S _�-- --- -' i � X2 � � •�6' RCP � i F j 2070 .x. �- Is 2080 d T 4-4 Aj Y I X07 __ --_ � Y. 48" W. S � I a cr SO�V.0 42. 74 ! D OFSD o O 30 J 1�X15t ZSR / �" tr �r� 7�.4 �.�,�� c ►�tR�cT • ; � t:xtar. suR�Act � A+4 '!a �a 4'44. /S'�fiR P Des S IP�'Yt' i! • : - �/ r `' is © C> �' `� o Ems; rn � � k' t -� 2�' � � ( � � V N ^ � � 4► °� G,ko n ,.- �'� `.54" R.CP 1 }� Q Sl O , ,. � i�'JO I� w PROT f C7 IN P1 ACf CC►dS� / Ir d')" 1 n' 8 i11) Q 0 i �`! N � � h ••``' � COKs f 9_5 1f •48 iQL'G ,�31k7- Q -dt�t�S OO r` * 610TAN GRAD£=f 0.90Y*' 24� 4. SECT 10W h 'l - - opo _. .. : : - � ! � � � � ti SCOL � ' YE�,. t .� � � I e, > i PROPOSED ' } o� cuRe . �oiz I - 2b' ; u > j � z ; t i T t'ztsr i5' 36' N 44 } CIDv N .3f'i !SrGO LLi! L r' ilEf D�s. i 4R } } I Z i I fs .'DE i It t tPROFTI I 3 'n CONST 22fi�9B' Lf 54"RCP 010¢?50 CFS 4 t l I i - 1100-D "FRY 1,= '� f �. i I t '_ s C� _ t S - • Com^ J 6 \ SPA I V g I C� _ ' - CONSTRUCTION NO'I'I:S f� - 30 ti to (D-INSTALL 30" STOP SIGN. 1)AINT STOP 13AIt do LEGE1ND I I I SCALE 1 - 40 t ��' e o fi 1 I HEADWALL SHALL BE MONO LI TMC. n `Y` 2�•--CONSTRUCT CROSS GU171"It AND SPANDREL PER S'I'D. 308 I A I LAP ALL BARS AT CORN RS 3C DIAMETERS IF NOT CONTINUOUS. (2p80� - 3 CONSTRUCT CURB AND GUTTER Pit S'I'D. 303'(8" C.P.) 2-t1S OFFER OF DEDICATION j , \i TO THE COUNTY OF a 1' 6" T-6" 9'-0" 3'-0" 6" �/ `\ x n I; II W ,/ �0 4O —CONS'I'1* UCT 3" A.C. PAVEMENT OVER 4" AGG. BAST; 6,. / � � ( ! ! ! SAN BERNP.RDINO � PER P M B 3017 -806' Z W 8 I I t�,�/'/ �. \ i �, 4' G' �� &_INSTALL. 5,800 LUMEN STRI't"I' LIG11T PER EDISON S'I'D. oc r` O Co S o v� ,s'' �• _ !_6 / IrrS t2" ��\ �4� - ' \ ��OJ w a c = - LLJ y /a0 OjQ "� 70--CONSTRUCT CATC11 13ASIN PER STD. NO. 502 (W=4'-0", V=4'-0") -- -0.+~ EA.WAY �r o Z N �1 IW (I �-��/yam' �� '�'a AND LOCAL llEPK1iSS10N PER STD. NO. 518 _eel 17 w N i 4I w 1i > 71,e x ,� < 6' 6 \ � '�� "' I � �,G� �0�� Ba--CONSTRUCT 8" A.C. fil:RM PI'slt S'I'D. 3I3 '-6" WA L. L soy, 1 ,� 'r w `° ° �� / �0 h� 60 ' RCP 4• R P A t REINrORCING DcTAIL_ od 6� moa a Q� w '� S8 RCP r 3 A!<LETtD Pvc to tr Q�� I t PLAN �] 16 17 EXIST. OI_ED RO 0 a O fLI w FEwce� IBLK a }- o o 4 Q / Pv �lh' �J�----CONSTRUCT CURB CUT-OFF WALL PER S.B. CO. RD. STD. 127 OPcN�NC� O)k? M • T ' M ? a w� a !'-T CONS RUCI WHITE, PVC HAIL 1 I,NCI, PER SID. NO. 1002 l3 _,-._ Ty o � l U [7 3'-3 i 9 /77E - 1 2 CONS'I'ItUC'1' ]N'f1;RCIiI='1'OIt DRAIN PER STD. NO. 815 .. _ 2!g� �` S Lel�oRo,'✓ __ --- __ r _ - - -- �f -- - _ ��1„- . __ .--, -� � ,�c - �C t 1 °mss ~<\ —CONS'1'ItUC'1' �4 1ZCI (1200-ll) 30'-0" o foul -- t ljj ih " r , f5 12 o' _ y MOVE RELOCATE EXISTING CONSTRUCT ) • N 8 f4' FT' 'E SEEAJTLETENTRY ( 1 _ _._ - - c _._. - __ I y` 19 _ . �s� ' i i `► v IG CO RUCT OU'1'1.ET IIEADWALL PER DETAIL ON SHEI.-T 4 ELEVATION 60 ' RCP 4 I O.C. EA.WAY -- - — i �Oi,L v a ' - 1S �d �o / FOUR MAIL 6OXE S ' 6 PRovENraN�VrcE I I ;3 F n� T r �,r< �,, (n �•��� ���, AND PL"It S.B. CO. 111). S'I'D. NO. 209 R1:INFORCING Dl;'1'AIL DE TA AN SH££T/ RC� I of I 3 s REMOVE EXISTING OUTLET STRUCTUR ' _�-_ * +_.!_1 � _� � -.t;! - ! �.- <•_ _.. .� r ��-, s , i � ', —_— l ? CONS`I'ItUC'1' INLET IIEnI)WnLI, PI•;R DI:'!'All. ON Slil.l:'t' 4, __ ff =N i_•:.. '- . T. AND Plslt S.B. CO. It 1). $'i'U. NO. 209 _ _ i ` I , I __ -- % x 47+/7.8-9 Fc.�� + � - 22'-3" _ 1 `�f C '� lu iI �; - + �I� 118 --CONSTRUCT DUMPED STONE: RIPRAP INLET APRON t 2-05 CONT INUOUS BAR_� �I i I O U \ �z �" '� J U�� D50 = 18" I �� �,-t - �, z '-� j�� ! � ��� 1j�1� I11 CONSTItUCT 24" RCP (1500-1)) w, G ) - � �, 0 TC 21 CONSTRUCT GU RCI (900-D) ELEVATION. . "I e I - = L E A S;�CT ION A-A — _�, � I 17 16 17 ? w Q fi m N z N I I I F-" I i o P / E NTS O 0.� 3 i uE a * h I < t' /•. got i I I h, INLET ST RUC-i URE 1h �I �,� a.l ; ,\ � � .* ,j * o I I 25 CONSTRUCT 4" AC PAVEMENT OVER 4" AGG. BASE ` A SCALE: 1"•6' Lu �` z r l m I W3� � Q � I - - - -- C�, � m ' s ;' ! 22 ''` sS"-_,,_. 1 p 5 14� �' "� . t �---CONSTRUCT RIP RAP ENERGY DISSIPATOR PER DETAIL SHT. 4 ►. , o, I QTY �, --- -- �� - ---- — 1 I ( T ^ b �,0o M l �hhh �! tif. 1 - i `' s✓ / ^ �!Q i (n �,-` 2 CONSTRUCT BRICK AND MORTAR PLUG IN END OF R.C.P. S.B. CO. RD. STD. N0'. 209 DETAIL -MODIFIED a� LIQ _,� �� T LoF �. Ur O M%-0C A.TiED CS H Z �t 6` f mor D.•jct, � 1Z32 L� O li 29 CONSTRUCT CONCRETE BLOCK WALL PER STD. N0. 811 GVLc T STRLCT[I R w NTS — R/W \ �� o � DE7A7L FOr? WALL _ �- O ;Jr,.! ��TT o Q OFFE E R i OF pE'aIC 14N 20' COMMUNITY + / `5 .- 10 1 HE CIT Y OF , T RAIL - .� f' RE;N,=JRC,NG a > tP. 30 CONSTRUCT TRASH RACK PER DETAIL ON SHEET I REQUIREMENTS 30' '' o RAtiCHO CUCAMONGA _- ® � nI '' GCNTI NUATIOPI O F= GciIST• No-CCS 0'T l..E.t=T j e' m 20 /8 _ 18 UJ t I i2, N 11-738 1`5`f J.M.Wt LSOk1�,4sSocir=,11rS Ld W m VL;ChZF [ ION ( f ELVISIVO 11AjL At f+ rR,4/G C 1^IY ¢ 0F. _RANCHO CUCA�1ONGA /25' L OXER a- /14 TAV IVIN S/-CWe CONCRETE BLACK WALL WHERE OCCURS F 4'-16" _ 4'-6" OV1f PLAN I I a e /8 lodER WELL Cr4i9DED STAKE A I �.� �,NE . ,� STREET IMPROVEMENT STORM DRAIN -E-� - { PRIYATc Eli(tlt£F-R'S NOTICE 70 COJ1R 'll1RS - j PLAN B PROF1 LE p -T_ Vv " . R T P I AIN V IE-��or L �� C / OCINfRACTOR AGREES THAT HE SEtALL ASSUtdE SOLE ANO GiM1PLETE RFSPONSIBIIlTY FO ALMOND ST EEL NIV i L _ ��r/P1,F 100 �Q� O Ft/TI ��� JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTICNJ OF TYIIS PROJECT• (� T L E �� URE h �U/?rL -E �f/Q �{�L RIP— RAP DISSIPATOR DETAIL INCLUDINO SAFETY OF ALL PERSC94S AND PROPERTY: THAI THIS RFOLIIREMF'NT SHALL_ TRACT NO. 12902 02 G/TY STD. 1002 _ APPLY CONTINUOUSLY AND NOT BE LIMITFCI TO NORM"AL WORKING HOURS: AND TNA HEADWALL DETAIL NTS THE CONTRACTOR SHALL DEFEND. INDEMVJIPY AND HOLD TEfr OWNFR AND THE ENGINEE A1_F �G� L�, Li SCALE: I"=4 3 TYPICAL SECTION CURVE DATA HARMLESS FRFNd ANY AND ALL LIABILITY, REAL OR ALLEGFU, IN CCNJNECTICNJ WITt CI If EI�GINLEFt _ _,' .t/r• s -- _ G • E _i (! . 2239 Q (.�LMONU' S7. / COMMUNITY TRAIL. ) THE PERFORMANCE OF WORK THIS PRCTJECT, EXCEPTING FOR LIABILITY ARISIN( _ T / -60 R L `''° FROM TfIF SOLE NEGI IGEN(,F Of UMTJER DR THE ENC31NFFR. TELE EXISTENCE AND tIE .• ? sN _ - i; CfVit EvG'NEER�dG F�EUCP11iCNl 11 VA LVE I1 1F '_ANC) suPVCvING .+ ' ie 7l APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURFS SHJwTJ ON THC SE �) - -t` ORIGINAL BE:NCE1 MARK -B.M. . 76 - S.B. CO. FLOOD CONTROL DIST. /-� - - _--' - ._-- LANG PLANNING CC-, � �E,,•.'EE� •'t 1 .�� � �1 }— 9Oo 41' cJ3" T 27,�(It 4'2.74' 'L7.33 PLANS WERE DETERMINED BY A SEARCH rY AVAILABLE PUBLIC RECORDS. THE CCItJTRAC70F MONUMENT WITH BRASS DISC STAMPED 1947 CQNSTIZUGT101.! l�i0'Z"�S �CONTINLt�U� / - -- eaor. r: �I'� sT. . s�F•LRNn cam. si}gee • (7Ia1946s916 BtiALL POTHOLE RFFERFNCFD UTILITY :NIS PRIOR TO CCNJSTF'UCTION TO VERIFY EXACT DFthuN �2 89. 18' 07" 27.00' 42,08' 26.67' LOCATION OF SAID -UTILITIES. TO THE BEST OF OUR KNOWLEDOE, THFPE ARE NO R ON THE, S. SIDE OF WILSON AVE. & Till: EAST �1 � Itlsro�L_ sT �Ft✓ �' -���-,�ST�'�z S iv mot A� S -- - -_._-__ - l ® ' I'Iil; ALTA LOMA STORM DRAIN CHANNEL EXISTING UtJC1FRGRCIltrJO UTILIIIFS OR STRUCTURE EXCFPl AS SHOwrJ ON TEiESE PLANS. _ CE NO. 28022 (%1 6 SIDE O E ' " _ � 4'51" 45.00= 44.83' 24.47' THE COtJTRACTtlE2 I6 RECIl11RE0 TO TAKE DUE PRECAUTIOfJARY MEASURES TO PROTECT I•flLliK�.1i `� "'IT t�'t" EX 11 S-3%31/80 Chill; Nr, • ELEVA'T'ION: 1757.39 © �- Co�tsT�uc-r x� CpFJGSZI✓T� Mowcv�B THE UTILITIES OR STRLICI�RFS SHOh'N AND ANY OT HCR UTILITIES CKt 57RL1C1URES NOT - }_ 53°29'] �i" 90.00' 84.02' 45.35' -- DATE FILE NO_1_y 51•.I•, CONSTRUCTION f . 5111•,1, 1 1 FOR CONS 1 ttUC' 1 [ON E3I•.NC1I MARKS HawrJ oN THESE P ANs. , 2010 LT 19804- 1990 LT. "Q 1 ! ! .00 1 ¢� i 1 1•!• ! uzi �--EX/5 7.- TOf� OF CUrf w LwE5•r siAE'> et f i t EX/5 r TOP DF el&RW 'i : 4 / tr i 1 CX/ST/NG TOP D� CURB 6I 57- S/DE) PQ ; L T I h } �' �W'00-0) EST .5'/DE � 2 2 ' L T 10-1 / N _ 1990 4- Q .� - N1 80 LT 10,1 / i U EX/5 TING 3 _ –,- h ' _ 10 —r- J 1990 1950 LT. N (,� { r PROF ILE HOR17 Vu RT. I" 4 _ - _ _•__._ __.._ __ � r.:__ 199 �--� ._. _ a 26 27 28 29 30 31 32 33 34 35 36 3 SAwCur AND RE.+ro�� PLAN = I ��= 4O� O EX/S7 CURB AND GUTTfP SAW CUT ANO RC.1rfO✓E � -� �,Yisr. cclRt3 .t�/Os� rrrr O o W z zo 5 y, W I '� ao E Q SAu�C6cr�,4E/nOVE EX/57 `-' J U q �F�xvtr r�s1 h N SA[UC[lT f RE/I,Z9VE EX/ST V to Qj CURB F (! /a7T ER :DLQ Qr " �� IRONMOUNTAIN o _ o ". COPPERMOUNTAIN h a V N COURT ° i I I I o 12 COURT 8 18 I I ,f6 19 Q Q ti h �/ � SEAL END 01 EXISTING �� ►� /V1 �� (SEE S,�fET 3) � ,, �� �s ffr O 04 �Jf �f 0p�j -I" �L �} " 1 �l CULVERT WITH ��J'tia CONCRETE. ap , I �, 1 M 0 �< I��., 0 0 I h „ i �iV✓ N w- 69 v� 2 t� l��/Z�'ybl \� +� n� Aa 2, rM -94 27 313 )21 -SAW CUT 1 MiN.a REPLACE WITH f� i� ,`Q T NEW A.C.PAVEME.NT.(TYPICAQ �� s� I N �� s.�. f fz T— w HERMOSA ��, ,P� Wrvsre cr � w CuIYERr SEALED G pQ 0 PER TRACT /??37, ti 0 X� w LU 0 �P o° Z ' p 5 0` w cr- 5� 5�p 0 a a a = m 3 QI MOVE DRIVE TO SOUTH — PLSCRIfi1VV PF REVISION DATE AffR • CITY OF RANCHO CUCAMON CA STREET IMPROVEMENT PLAN CONS'IMLIC11ON NO7'IiS 81 PROFILE PRIVATE ENOINFFR'S NOTICE 70 CONTRACTORS 02 CONSTRUCT CROSS GU'I"l'ER AND SPANnREI. PER STD. 308 ` HERMOSA AVENUE CONTRACTOR AORFFS THAT HE SHALL ASSLNE SOLE AND COMFLETE RESPOIJSIBILITY FOR TIE COURSE OF CONSTRUCTION OF THIS PROJECT, JOB SITE CONDITIONS DURING c 5 INSTALL, 5,800 LUMEN STRBNT LIGHT' PER EDISON STI f l INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THiS REQL1IREh1FNT SHALL U t` TRACT N0. 12902 AND THAT C 0 It APPLY CONTINUOUSLY A1+D NOT BE LIMITED TO NORh1AL MORY.iNO HOURS: s JT ACTOR SHALL DErFNC, INDEMNIFY AND HOLD THE OWIJFR AND TI,JF ENGINEER , ' € TIF CCM R ANY AND ALL L1nBiLiTY, REAL OR ALIECTfiI, IN CCt+1JECTICMJ WITH 24 CONSfI'II,UC`I' DRIVE. AI'PROACIL PER STll. NO. 305, W=IS, X=3 � Af�f'R(-� Ll L+ ( � -� � � �/ HAPMLESS FRCM1 O - L�f F, �- TILE PERrORItANCE OF WORK ON THIS PROJECT, F\(CFPIINO FOR LIABILITY ARISING ._ 4 t —� J3 �� FROM-1 TIF SOLE NF(Tt_ICFNCE OF TILE OWNER OR TILE ENGINFFR. TIE EXISTENCE STENCE AND �� � i FEST �� ��`` f APPROXIMATE LCxATICMIS OF UIJOEROROlM1D UTILITIES, CM2 STRUCTl1RF9 SHOWN ON THESE ORIGINAL BENCH 76 MARK v CIVIL FNGINFFPJ,1G k4GGfil'rl.Nt%E l- /� t-- t if I) i -� .\LAND SURVEYING '2..15 COE PLANS WERE DLOCAT1NF0 BY A SEARCH OF AVAILABLE PUBLIC RFCORCIS. TIF CrxJTRACTOR B.M. NO. 7G – S.B. CO. I'LOOD CON I IZOI. 1)151 . /J �_� 1�H:� LAND PLANNING GG t NGI�IEEtttNi, MONUMENT' WI'I'II BRASS DISC S'I'AMPI:D 1947 PLANS POTHC>LF RErERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY SXACI' ON 'fill; S. SIDE OF WILSON AVE- do TIi1: LAS]' UI<A�'N h. a ✓ � s• y>`lA{d1,LA 9�6 • (71419d894t9 SrIEL j Stl[ LOCATICMJ OF SAID UTILITIES. TO TIF BEST OF OUR KNOM'LEDOE, THERE ARE NO SIDE Ol' '1'(11: AIA'A LOMA STORM DRAIN CHANNEL �� � EXISTING LMJDERCTROIR+D UTILITIES OR STRUCTURE EXCEPT AS SHOWN ON THESE PLANS, '~ (1� LLI'.VA'1'ION: 1757.39 CE NO. 28022 _ -- TIE CCMJTRACTOR IS RFoUIPFO TO TAKE DUE PRFCAUTIONARY 11FASURFS TO PROTECT _ -- --- - -- 7 Cfil_GKE(I MY AUTHQ 1TY EXPf�NVS 3/31/90 Lftuli • FI(� TIE UTILi71E5 OR STRUCTURES SHOWN AND ANY OTr1ER UT[LITIES OR STRUCTURES NOT SITE SEI11--l' I I'OR CONS'I'RUC'I'ION Bl,"NCII MARKS DATE . h ?�.� FILE NO. CtF RFCORD OR NOT SHOWIJ ON TIIFSE PLANS. i j 1 t m E + ad. OD h u o r� v a 20 40 J o — _ , {� v f R ` 0 v + J 0 EXISTING TDP F CURB ° ^ �—` � `�. `_ i (WE5 ST SIDE) N t, to x EXISTIIJC TOr OF CURB p ; m a R L (WE'3T GID . ul 4,0 kn t I _j'LLT I In }:mLO 1 ►ui2010 LT 20 rt30 40 / a r elo / - uW, . / / '00� tu NI 41 `EXISTING CENTER1INE "00.< i _ . I E N ! / 1 Ex1s�+NcNFR �N�2026 m I -w--2070 GO70 t30 EXISTNG CENTERLINE ' I : : : 1 i { i I i : { PROFILE H6Rl = i �0 ; : s ; X049 4-' '�`` 3? 3� 60 ._.-. .. .- ._._.__�_._.�, �__._ -. ._._ �._._.... - ._, -- 9 40 41 42 43 4�4 45 --�- 4£ 47 ; ; I • I PLAN � I = QO 2 22 0 n D u ' .�Aa/Cita AND RE�o✓E EAST 2 2 S A W CUT � REMOVE �.� 5 GIIAPB ANIS GG�IC/.'YEP 5 5 Q v 5 1 `, 3 8 EXIST. CURB GLn-TER Q ,n o I d Q I9 " 24 24 N 25 25 27 N 8 alb LOT 3 Ma L'oo 2 Lo T 1 sAaK�curti++a�F of I a ` ErisT c�r� >Gvnr w KEYSTONE U O SEAL END OF EXISTING O O p O M I'Q I a x N,d O SEAL EN of EXISTING EX/SxO/LED RD. N m a CULVERT WiTH CONCRETE `� O ►\i O v Y o _- i N 13 CULVERT ITH CONCRETE, � v �; COURT � m ALMOND ST n m D c'��'� ,�G V I '� �V ? '�� �i� `�ZOPP G z3 �' r; 5Ems' S -F(SEE syEET l. �1� MA ! h , �4Zj ' a� Q� A Q'� o �'�� '� � �' 2� � �` _ � � � �� �° •� � � ' � �� a to W r r r n c 7 n 7 c f � % J _ � 1 r- . C C � l > < i � � � , (� 'tip }h i • • • � � J' — - ! I 1 ` — _ r ....�,_ __. - _ I w I _ �'c�J _- — C� , -1_, .— — v — —O/�`"� � J _ •L _ �' _./ j ' — - _ _. _ s _ ` '- -- . !h N r 2 �t \ y) I F ���o� 9\ \ `' �z j I \ a\q'' 'ti tiA ��' IU h� 33 7yP �a h 2 J` $98 33 �- 40 4 r 4� 43 44 45 4L 47 4 8 P SAW CUT I' MIN, �` REPLACE-WITH kJ�' FlEMOYE EXIST,DRIVEWAY APPROACH. 10 s�y� P 1 �a - -_ - 07 rIEY{ /�.C. PAVE NE NT. (TYPICAL) \ ex.I.L NL' aL REMDVF e RELOCATE EXISTING 4 MAIL BOXES. 0 �) EXIST. C ULYE RT SEALED . � EXIST, culveRT SEALED �� 0 �,� ��( PER TRACT 12237 H E R M OA AVENUE PER TRACT 12237.- --— ____-� �bq Ab O X °° SAV 0 � I �� � QRptESS/pya rn -- - - - - - - _- m *12442 41' 2z' 2Z' I i' �` ExP.�I �97 ADDED DRIVE APPROACH AND STREET TREES PER y�?�9 v © J}�T CIV1�. ��P . DR 96-02 BY BYRON B.JOHNSON JR L PHIL K. MOSLEM �a�' 3129�9fo CONSTRUCTION NOTES 1 33 T' — _ 0 1 FQF CRI�F� �j vISED PER P.M. 11_138 6-T J•M.WILSON t ASSoc1A.TSS C}-- CONSTRUCT' CROSS CIU'i`l'Llt AND SPANDRE1, PE It STD. 308 +� 1 -- - _ _ �oR �zEv�s�oN�2 DESCRIPTION OF REVISION �DAiE APPR -_ — INSTALL 5,800 LUMisN STRi, -'l' I,ICiI'l' 1'Elt EUISON S"I'll CITY OF RANCHO C U C AMO N G A I--� -I ��•�x1s-T"1t.lG s-r�ET' tMftZo�M6-N�SA _—� �- S1 RLE 1 I MPROVEME N1 PLAN PRIVATE ENOTWIFIT'S NOTICE TO CONTRACTORS TYPICAL SECTkOt�t F�A. ...:_._ 81 PROFILE &@--CONSTRUCT DRIVE APPROACH PE-11 CITY STD. N0. i01-A; W=24, X=3, EXCEPT CONTRACTOR nORFES THAT IF SIIALI ASSLIFIF SOLE AND COMPLETE RESPONSIBILITY FOR AS NOTED ON PLAN � MOSA 1�VENUE ;' NERMOSA AVENUE JOB SiTE CONDITIONS DLJRIND TILE COARSE OF CONSTRUCTION OF THIS PROJECT, 24 CONSTRUCT DRIVE APPROACH PER STD. NO. 305, W=15, X=3 .- �: INCLUOINO SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REOUIREhENT SHALL TRACT N p• 12902 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKINO HOURS: , AND THAT '��J3 c_ TIE CONTRACTOR SHALL DEFEND, iNOfMNIFY AND HOLO TILE OWNER AND TIK ENOINCER 2 33 INSTALL STREET TREE, PLATANUS ACERIFOLIA, (LONDON PLANE TREE) `. �`' C �;•� > ►IAR1.tFss FROM ANY AND ALL LIABILITY, REAL OR ALLFOED, IN CONNFCTION WiTH 30' 0.C., 15 GAL., PER STREET TREE CONSTRUCTION NOTES ON SHEET NO.I TIE PERFORFLhNCE OF WORK ON THiS PROJECT, EXCFPTINO FOR LIABILITY ARISING , fj>-! !_�_-��}�i CI j I! ENcl NEER ( �j, R • C • E • N0 •?2347 FROf•1 Ttf SOLE NEGLIGENCE OF TIE OWNER OR TfE EN(31WER. TiE EXiSTENCE, ANDnI C%b,'ti ,:•` - _ ---- =sy _ -- •--.....•n.-.. _ __ --_ __.__ _ _ __._ . APPROXIMATE LOCATIONS OF UDFROROUJO UTILITIES OR STRUCTURES StIOWN ON TIES17 DE_SI GN CIVIL ENGINEERING REGOMticN)DED PLANS WERE LIETERMINCD BY A SFARCH OF AVAILABLE PUBLIC RECORDS. THE C014TRACTOR - ORIGINAL BENCH MARK ��y�, ti I f _ LANG SURVEYING RIS >rOQ B.M. NO. 76 - S.B. CO. FLOOD CONTROL DIST'. )= 3 LAND PUNNING CG EHGfnIEE�� vC SItALL POTHOLE RFFERFNCFFI UTILITY LINES PRiOR TO CONSTRUCTION TO VERIFY EXACT MONUMENT WITH BRASS DISC STAMPED 1947 PLA r � s� s!'yLIPUNL. ;.A 91786 • (714)9.69919 LOCATION OF SAiD UTILITIES. TO TTI[ BFST OF OUR KNOWLFDOE, T/PERF ARE NO DRR�'N EXISTING LJrJF1FROROLND UTILITIES OR 51RUCTURF EXCEPT AS SHOkRJ orJ THESE PLANS. ON T�}1}; S. SIDE: OF WILSON AVE. �k THE EAST .. 4F– SrsEE I T/E CONTRACTOR 15 RFOUIRED TO TAKE DUF PRFCAUTiDNARY M[ASURF9 TO PROTECT SIUF, OF THE ALTA I.OMA STORM DRAIN CHANNEL �.�T �_ NO. 28022 6 OF, �B - —_- - - le! U7 HI �XRF� 3131/90 UftuG • N� •` __. TfIF UTiLFTitS OR STRUCTLIRFS SItOWN AND ANY OTTER UTILITIES OR STRUCTURES NOT ELEVATION: 1757.39 CrtECKE[% —� OF RECORD OR NOT MIOWN ON TII[SE PLANS. SEE SHEET 1 FOR CONSTRUCTION BENCII MARKS _._. _ _ DATE FILE NO. IL N