Loading...
HomeMy WebLinkAbout865 ESTIMATE OF QUANTITIES STREET IMPROVEMENT PLANS GENERAL NOTES 38,4$0 SF D.•s0,4C. P4 VEMENT ON OYER 95z Ca",P,4CTE-D nV,4T/UE So/L. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA f _ STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT 2/, 87& Sc- VA9145LE(/ MIN.) AC OVEf?L4Y �OR EDITION. CONTRACTOR SHALL BF. FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 590 LF /2"PC'C CUR9 ce 24''CiUTTE/? ' 283 LA' 8" PCC CUPS & 24" GUTTER 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SH014N OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, 61 LF VAR/ABLE (46"-/29 PCC CURB 24"GUTTER S. E. CORNER OF H AVENUE AND ARROW ROUTE RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO. CUCAMONGA. 3. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING 4 018 Sr 4" TH/CK PCC A14LK REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY 790 SF ACCL7R/1/EAPio/40ACN IN THE LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. Z EA WNEELC�/-4/R RAMP 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE -406 4,oc- ZQ," PCC OAZ bLOCk WA 1.1 AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 94 LF CONSTlz vCT REIN.CO/VC- Come SEM EX.t))"IN CITY OF RANCHO CUCAMONGA 5. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE / EA. /NSTALL STREET NA/", S/GN /4 3► INSTALLED. / E4. Wgr4l-L STOP S16Ne6. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPAR'T'MENT PRIOR J EX17'NO Sl_aOS ,G TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF- 4 EA. TYPE L"M-4RKEiQ Q /'BEYoNo R/W �_ , WAY. / EA. TYPE NV" (W-5 7)M/lRe,Fq v /0' fl / 5 � �R- 1� 7. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER.EA. ADJUST SM/,H TO 66R4DE y ' / EA. STREET TREES ( 7 5WSF, _1' 6UAf �4/WJE (Ex.TOw OF 8. THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH GRADING, SOILS p 4 5800 L STREET 1_16wSLQ°E) �I FOrJ;y/ �(/LEY,4RD TESTS, INCLUDING "R" VALUES, SHALL BE TAKEN AND A MATERIAL REPORT SHALL BE. PREPARED BY � r,4R/ES A QUALIFIED SOILS ENGINEER. THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND 3 4F4. 9500 L 5Ti9EET L/CiNT io,h-/0;)' � SHALL BE SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL WILL REMOVAL 5 /,��/ _ ; itA1.31 BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. ` 22,760 5F. )'W/y10vE,4C C4PPCC ,AWvEME/VT(N ZZIW/V 4ME) /50 5F. REMOVE AC PAl/EMENT 9. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE ENGINEER. �J•i � VO���- < < THE STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF .340 SF. REMOvE EX/STi/VG SCC a[ITLET SUBGRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL SLAKES MAY BE NEEDED LF REMOV,6 EX/ST/NG CURB & a/rn6R(P,4RROW RMbr,E .t PROJECT AT WARPED OR VERTICAL CURVE AREAS, SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO ,'1/E4M5 ,4t/E. TO //VST.4L.LWNEE, CN,4/RR,4MR /0' yrf+ �� STREE; SITE PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. ©,2/ LF 1A1ST,4LL CuRgG/OE DA2.4/.C/�R C/Ty STS DW6. d/O, /D7-C� (EX. TOE O W= 6f' OEPTf�= 8SLOPE) 10. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS, SHALL DETAIL TtN/SON AKA BE CONSTRUCTED PRIOR TO PAVING. THESE QU4/VT/T/E'S 4RE EST/MATES ONL v. CGYV7, ,4CTOR /S TO 5LOPE C?R/`v,QRROw ROUTE 2 CAL CUL A TE f•//S Ol�i//V FOR B/O Ol/i4PoSES. bC.4L ES: VERT/CAL -t- 'f/G�4. " BrN �� Sr4�E' 11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND /"'s/O ,� / = ' 2 It Vz� AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER WITH THESE COMPACTION TESTS, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. `ry 12. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER zz LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERITY: A. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. O �^ SIN 11�RNgQD1Nt7 AVE F,4CE PL4TE, ANCHOR, / „//, • � 13. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATtRIAL THE WAOOR BO/T� PRO- „� S�OP� - SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND y� i. �' ` � �� TECT/ONB4R PER5T/'. • ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WIT.-! A FINE GRADE MATERIAL OF A QUALITY BETTER '.14 ^ V� #�/ /2�*. 2�+ \ THAN THE NATIVE MATERIAL. y _ , �l VICINITY MAP CONTRUCTIOI NOTES' i , • vQR/Es 14. IF ASPHALT CONCRETE •IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. r •' •' '� ' O„-/O. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED ,Q84RSGg/2"OC RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAIVNG. G "CURB BOT�1 I�VL1 YS(TYPE lO. CONSTRUCT 0.50' AC PAY'^.:,MENT `�3► . AVER 95$ CO;�PACTED T°'_^UP'AI, SOIL 15. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CO �- NVENIENCE OF THE (HELLMAN AVENUE) - DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES la CONSTRUCT 0.5' AC PAVEMENT OVER 95% (ARROW ROUTE) COMPACTED NATURAL SOIL V Q / vL I ~ / �. SD G` BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF CONSTRUCT 1" MIN. AC OVERLAY �0• �� N • WORK, O -L_ _ 3O REMOVE EXISTING DETQ/L B AC PAVEMENT C ` N 16. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANITIES. 4O REMOVE EXIS'T'ING PCC PAVEMENT � r 38 38, T SC4br. ./ s4?3h 17. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE FL=3 EM E 373LF CONSTRUCTED AT EACH INTERSECTION. 5 REMOVE EXISTING CURB a ,3� L P�GTR EX/5 • CAIPA ,, �( 18. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY OR THE CORRECTION t 6 CONSTRUCT 8" CURB WITH 24" GUTTER PER STD. DWG. NO. 303 OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN ti FACE PLATE SUPPORTBI�LT�`�PD- .SEOOL,�OPEN/NG t� V N ^ REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. OCONSTRUCT 12" CURB WITH 24" GUTTER PER STD. DWG. MO. 303 TECT/ONB4k PER STO pIvG S0/ PER 9ET,4/L "6 cx It , + (52 LF FACE PLATE) � Q O O Q� 700 19. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE O8 CONSTRUCT 6.0 WIDE PCC SIDEWALK ADJACENT TO CURB (HELLMAN AVENUE) W v , V Q O ^ THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. PC.0 CHANNEL v � �W � niQ � � S �Q� _ ,r O9 CONSTRUCT CURVILINEAR SIDEWALK PER STD. DWG. 210. 304 PLAN VIE W vW ^ �(� silx, V G CC �Q�K 20. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40 , SHALL BE STAKED WITH 3' OFFSETS AT 12.51 INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS. to CONSTRUCT REINFORCED CONCRETE COVER FOR EXISTING DRAIN SCALE.'/"�4 Q Q 1X11 P POF 11 INSTALL MARKERS AND PAVEMENT TRANSITION PER STD. DWG. NO. 403 AND 406 D / �) `C �. • N0,4 BQR??/2 C. 12 CONSTRUCT WHEELCHAIR RAMP PER STD. DWG. W. 310 ��� -'2° L ' ' CONTACT THE FOLLOWING AS REQUIRED 48 HOURS 13 INSTALL STOP SIGN PER STD. DWG. 210. 402 _ Rg o 37 PRIOR TO EXCAVATION . O� OF f _ Q•C W O 14 INSTALL STREET NAME SIGN PER STD. DWG. 210. 402 = v - A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (D•4O°�) MR. BOB STALLINGS (213) 969-2718 ' 15 CONSTRUCT D/A PER STD. DWG. 210. 306 (N & X DELINEATED ON PLAN) ` 040°I FOR BASELINE ROAD CONSTRUCTION 35 -= = 35 04 94RSC"'/Z"O.0 LD JO/N "ZS C,,c-4. ,0R,41N4SS f�� �� Bo TN `✓Q YS I Ldo B. GENERAL TELEPHONE (800) 422-4132 16 TD REMOVE STORM AIN OUTLET O - ,/ DRy ,�j'TR(fC'TU�LC • ° FOR UNDERGROUND SERVICE - r 17 CONSTRUCT D/A PER S . DWG. No. 305 (W R DELINEATED ON PLAN) (( - - - 3p�•• y � 50" �/ C. SOUTHERN CALIFORNIA GAS COMPANY __ CANST. /20.00 LF REC1r OR /NPER SECT/ON d TYP. /0"/T1P 2191 EAST BIRCH STREET 18 CONSTRUCT 24" PCC OR BLOCK WALL fiREA, CALIFORNIA 92621 ` 19 JUST S.M.H. To GRADE SECT/ONQ PC.C. CHANNEL AD �t - �4 PROFILE VIEW (714) 529-2889 / (714) 529-7070 _ E�� '�y ' 20 CONSTRUCT 6 PCC CURB TO BE MONOLITHIC WITH SIDEWALK SCA LES•' ,�GKT 1. '9/ u(�4LE.• �'/= D. CUCAMONGA COUNTY WATER DISTRICT O " „ . ,�`/O v �F\�?G; 9641 SAN BERNARDINO ROAD NOR/ZO/VTAL / :ZO �/`� y AVMfW©ey Ra ,,,v r,Na RANCHO CUCAMONGA, CALIFORNIA 91730 NSTXJttED CURS#IDf DRA/N PlE7t G/rysrD. Ia7-C W=G'QEP7�+=a 21 ADJUST WATER VALVE TO GRADE. PERT/CAL No 37888 x I (714) 987-2591 2 DRG zzL-D003 oa3oL Row 2ooc)mL-R c DOZ 22 67 INSTALL CtfIBS/DE C34A/NPEf?G/TY STD. DWG /VO./O7-C� W=6�DEPTf/=9" CiY1� Q REV. OESCRfrcT/DN CY- RE!//S DATE . • 3 ,qIF��<<, B�/!1'aQERT .BELL RE. 378e9 ti4'TE 3 CITY OF RANCHO CUCAMONGA \ 50' 'T f/4' SOS ,� - <iz' (309 32' z7' 11-4 ,� ,� .�0 14• sy - �4 TITLE SHEET (14 .VIN EX/5T 4C R/ 5 son. (27 ) 7 7U�4EM4/ 5 - O /O ` 5 FEAT/TER titR/E.5' VE 0.3� E /�4„ .0 - • PM 8280 ~M/N 2 , • APPROVED BY DATE G / `'`_�__ • I _- -�� I/Q / /% %4p�/' Io • _ j 11+7 e / CITY ENGINE RCE NO. 23889 2� u H. R 9 3 4DESIGN GEORGE HMIM M40r 0 NDED (�. r T.i.=9 EXISTING R-VAt�.1E 70 2 9 , GyM CONSUL T/NCi ENCS//VEERS TYPICAL SECTIONS p/4 SO. EUCLID AV SCALES T.I.= 8 .EXIST. "R"VALUE 70 DRAWN � ENUE TYPICAL SECTION C41%1 �•`�NTAR/O, C,auFO�eN/,a BEET + + ARROW ROUTE . +00.00 TO STA 3♦50.00 VERTICAL 1082,» 014)/4� 993-0439 � of Z STA 0 6700 TO STA' 2 00.00 TA2 S HORIZONTAL 1 = 10 HELLMAN AVENUE CHECKED �1,�I� R t31 DRAWING NO. CE No. 865 DATE _]Afr!_L t5}3$4-- FILE N0. 'CONSTRUCTION NOTES, ENCHMARK: O C_ "F.UCT 0-50' AC FA:£MFIIT Q'JFR 951 CCx'F'hC':ED N::tTFF.I, f07L TOP NO.END LZ�FLECT/ONWALL AT SE CORNER SHt.I.UdA" AVENUE) la CON.TRUCT 0-5- AC PAtTF;FfiT-OVER 95a Mill �7ATJFtAL SbSZ Ll � 1 (ARROW ROUTE) 13tR517[LL tER S•!'D. OI1G. ,.,.-.•-,t-.,-....,............... _.....,...,_.. - s?aP sTtill ,�, ,cs �----...,3..,_.. ,". ._...... .. __ ..___ _._,.._.._-_.....-.....-.. ... .� ....-�... � �_ MCir/NL qTN�` O2 CON97TUCT 1" MTII. AC OVERLAY LL M Y NE } /1/AVE' la rRSTATa, sTIeEST Tara sTcw PER srD. Dllc. 90. ti02 EEE✓ =//20 70 O 1ltI40VE EXTSTIRG AC PAVt?Rf1VR' ,©5 CONSTRUCT D/A !LR 84fl. DW. !D. 306 (M i X DELI72lITEb OR !'T.A1fl � 4O YM40VE EXTSTTII'� II PCC PAVMAT 16 ROM SIURN DRAIN OUTtrT V ` 5 N6 TC. @ •3�O N OF�' ROM FM40VE EXISTTIC CURB EX/ T/ - ---- - 17 C ISTRDCT D/A PER STD. OMG. f10. 305(11 i It DELTMlATED 011 PL1111) O6 CONSTRUCT S" CURS MIR 24" GUTTER PER STD. 0116. W. =03 .r-- 1e cowsrlmcT 24" PCC all szQCK 1e►LT. I � V _ _ �.,,•-�" {�� ,�� �,� , O7 CONSTRUCT 12" CURS WITH 2t" GUTTER PER STD. DOG. 110. 303 19 ADJUST S.M.R. TO GRADE OTDEIIALK AD.TACERT 10 CURB (RELIJaw AVEIRIE)CONS'i7n?CT 6.0• AIDE PCC S � •^ lr' 20 COKS'1'RDCT 6" PCC CURB TO 1!e CO1157RUC4'ED MOIIOLTTRTC IIT?H STDE1171LiC O CONSTRUCT CUM IRIDIR SIDEWALK PER STD. MG. MD. 304 �' # s 21 ADJUST WATER VALVE TO 10 CONSTRUCT *rjI1FORCED COIIC•RETE COVER POIt EXTS-y1w DMTR 21 /NSrALL Cl/RDS/oE OQAiv PER C/TYSTD OrvlS.MO./D7-c� �- l Dt ©OW DeR7f/a Lit t V J 11 IR#57a?.L !alUCERS AND PAV8RFIPP TRAI152TION PER M. DMG. �. 403 )� tai , _ y f `l. 1140 °a 1140 12 CONSTRUCT 11REELCRR► STD. DMC. 110. 310 roP dx- E-arrsr cR� Iri • 3 g O FEA774tR To o O a H R`r / 5 `h FE,4 O ti 3 t JOIN EX/ riNG V ✓o/N EXisriNG.: 3 p A O EX/ST1N S. �r 0.34% - - - ----- r Vq 4h7:po lcj� ti 100140 Gnn y > �t_^ s • s s < _. # 1 1130 `h n " _ , _ > LR A� 1140 1 140 ik PpopoliET3 F/N/SH WR-44 2z _ o2.00 k� _ f ' - - - - Ilk �k 1� 2 F �o � 3 < f f i 0 \ r. \ �� a v 0.30 % -- : - �h _ 2 EXisr1NG, c� roeE�aErovE0 n ,�- O W M tD �r• + c.,�` O�` - p.y8 /c 5 OF jL \ V lFX/ST/NCi GR/S/D.�30'S ` of L 2' i II -•- - v w �� 1140 1140 8 O cb �'X/�TrNG CRNd r� R �� r� v PROPOSED TCS 90 E.bF h ti ^ `� Q� �• `��P �'Propcss�a�1 Si'de�41 do �l� o tg � -- - QlDoi o - - - - - - - Z --- -- - _ .- - - - - - - - - OCSPQ L 55.DIw •�� CFS RTN.(C!/ BFACEY1lR/ES) _ i-5 _9 1"f' W �h PROFILE SCALES gI ��V WV 8 J HORIZONTAL. 1"s4d ' K ill � VERTICAL. 1 =4 % pCUvs`r- 5? LF < 8 5 �c •h v� 1 . h +� 1 • _ _ • 1130:. � � PENN R '`oliM EM EX.CMP ��(� 73 74 Er. 75 75 77 • 78 79 0 1 2 3 4 h 5T. / 0 LF R CT. GWq/N v a PER SECT/ON 4 4. �. CURB RETURN D,4 TA 1.01 55.0 o v o o Q W W r= 35.08 PLAN SCALE: I 'll's 40' Q v h Q a Q h W W 0 j Q II W W kina ,� � I ko Q If � Q � '�� W t vim, z � t k-- --% � °' � h Q � C. b O °` ti0 � t` 3h k ��a � WWF � � �, � Q p Qp Q CL s / WL R W „ Icr- TER /ST! /2 CURB 6U - --- -- - -- -,i+�- - _-- _- meq- o l�6i � ------ -- - --- - - -�- 1� ® 1� o, 0 1 ` p I ( c cam,, p TC=4&.28 AC=3/./2 i ✓o/.v 3� FL 3�.��J�L t I FL= 5.105 A. tI C:3- S� �, H E_L L_M_ _A N_ 2 Z� SAV E N U E 2 3 0 6a �' S'FEA THER r0 J JOAN tFL=455 39 I �� ARROW ROUTE IVD 134 WCO LIN,- - ----j- I - N� i - - - 12 =3�4 ,-� 3 f' :I , «� 5 TC 1135, V �� a ► ( 1 (0 5 - f 4� 19 8 � � FL=��.?5 _ Q JI _ - - - x- -x -- I .' •, /I �, R=240 R= 00' e 9l 44' EL y p/W 9/.00 ' 20,5. �3' „ - �� _ Q kl O x Q CONST Z4 SPLASH /�'' ��u � ti V.•� O I k v W W$ �7 /7 ECR = �'_ •I :.•' 0 9 'h � t W R .� Qqj Siz r2 .• ti, W W`-4 1 44 .43 4' �, Q W -44 o �50WO �� v „ o ov oz �.OW � y ° �'��J� �' �, a h �, �. 99 , 8 0��, x �; o ti Q Q ��,�,, °�Q w h o0 r 2�.� I I I ,, a . W REL oU , E / /N rE N- ►� m �Q Vv W �� Z Q 6 Ai�V V v �� (h�I�, vQ " v 3�''�� VVWj J O p �t rRUCT/ONOFC//.4NNEL•EL/M. D/,4. @5T,4. 71w t 4.09 (0-29- Q,/. p. n uj oV3 � W yv �� No � � W � �; h ^ ',� ��W # � �oWo WM , p � � yQp ►� 4� r� cry _ DESCR/PRON OFREIT/5/ON Q4rE 14PP, .� O��OW I,� R�IIQ ul �� 5 ,ORCZ0 WZ004- 0_�' CITY OF RANCHO CUCAMONGA OO 4C TR4NS. ! SEE 5//EET/Foil?P4.41NLL�'T,4/LS NOTE.'F/LL QLL 0 ayP R.e ENG�n/EEQ/MG 0302 QoVV 2004 OD�ro7 S j,I.0 � (SEE 4/L BELOW) CELLS CONTA/N/NG G STEEL 5&/D N/ Q REQ oEscal�navoF awiston� DA T6 APPo. PLAN AND PROFILE OF STREET IMPROVEMENTS FOr? PM 8280 s - -- -- -- ----- ------------------ EX.GRND GROUr. W O Q ON THE 4BARS�7 ARROW ROUTE .Z EAST SIDE OF HEL LMAN ,AVENUE HELLM A N AVENUE � � . � � STA. 71t6o.00 TO STA. �+SLoo ; N : ,�y. J. AND THE - h V r � `� ``� SOUTH SIDE OFARROW ROUTE ti O ` ---` --- -- ------------ -----� khkh INSTALL 5ag1?/LADE PER ACPVMT 9 h _ No. 3790 j J ' � ST�10+6700 TO STA. 3150.00 /57% I +31 STA• 404 CONST. / P,4NEL �'46r!4R _ -_- =�" ___ -` - - -�-_ - -- _ �-- 3 3i-o5 1 APPROVED BY DATE S'/NLEN6rl/J CONT �, 10 � _ `� r� `� ��/� t CITY ENGINEQ RCE N0. 23889 '2�3� 18 Co�W •• a . t - ,�-� y 1 T DESIGN RECOMM DED CONSTRUCT 20/.00 LF 24~�cc !�"ACC ca. _ r �- _ _ �__ '- �- /8 Q Q) TDA O EX. SLOPE /2 GYM CUNSUI-R G ENG NEERS W v OR BLOCK NTL L (SEE DET,4/L I �E EFTA/L W O TL✓ 3245 � �-'--�'1 � �Q RIGHT TC=32.07 �W�� �► O FSR SHEET i _ DRAWN 2/4 50. EUCLID AVENUE SHEET 1 70 P+CC.=3/.5 7 oEr,4/L g Q Q vji p z ONTAR/O CQ L/PORN/A � �� � py C� .4L O Q�S� Z,\ /Di'2� J CAIS (7/4) 983-04. 9 Z of 2 �o TRANSITION DETAIL 14 16119z0 14 L � W � o W v �, W� �Q S, 14, � , aJ �v �� - CHECKED DRAWING N0. Q�v Q '1Q Op �� b = Q DATE ri� 25\ L.FILE 089 N h @a SOUTH It �' U W �� �.� �,Q -� - � � ti 865