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HomeMy WebLinkAbout1405 CITY OF RANCHO CUCAMONGA GENERAL NOTES IMPROVEMENT PLANS FOR THE CONSTRUCTION 1. ALL WORK H N HEREON SHALL BE CONSTRUCTEDIN ACCORDANCEWITHTHE PROVISIONS F THE AGC/APWA STANDARD SPECIFICATIONSPUBLIC WORKS OF STREET WIDENING ON CONSTRUCTION, 1 8 EDITION, WITH 89/90 SUPPLEMENTAL STANDARD PROVISIONS ISSUED Y AND FOR USE IN THE CITY OFRANCHO CUCAMONGA,EXCEPT WHERE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRA`NSPORTATION JANUARY 1988 ARE REFERED TO,AND ALSO AS AMENDED IN T'HE SPECIAL PROVISIONS OF THE PROJECT SPECIFICATIONS. THE TAN LAN AND/OR DRAWINGS A LISTED HEREON SHALL E CL 44' 44' CONSIDERED PART F THE CONTRACT A IN AN HALL N THEJOB N, . � HAVESITE T H TIME 1 ' 2' 2' 12' I' EARu AVE.AV , ANY NTA PERFORMING K N THISJET HALL FAMILIARIZE ® _ 15� 5 xi,sh" .SurYey �lonurnen�a fiort HIMSELF WITH THEIT AN HALL SOLELYRESPONSIBLEF ANYDAMAGE -- T XISTIN FACILITIESRESULTING INDIRECTLY F M H r ~ VARIES VARIES 5.5 I herel yy.. Cerbly 117411 have ldenli;ckd� a//.5veye�•/,�nwvwer�f5 ori' OPERATIONS, WHETHER NOT SUCH FACILITIES A N N THE LAN. 17 rF ELEV. PER 2 record fhaf c1ou/d be dl�furbed,by ff�r5 ,�'ro`jecf- W//.5'alV irJarlv�en A IT HALL TAINS FROM THE CITY F ANC U A N A • 1 2 ELEV. PER I PLAN ELEV. PER 4 Wh;ch Currenfy ex/5f lrr the A' dre,shak✓j Orr fheoe alan5 and ENGINEERING I T ANYENCROACHMENTCONSTRUCTION . AN 1 1 PLAN are, c%5cr�bea� ao Ao//aw5 Aln*7� ' • WITHIN THECITY F RANCHO, U A N AEASEMENT RIGHT F AY. ° 7 9 o � 2 0� 7 ° z ii# oc+► �1- a`',r,w a-2--ro„ w,pO..o..a JOIN CURB . - - GTR. 8c SDWK. L2afed ken/7e1h N.L1i7yi/le e-C.�, e03DD 5, THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE AT LEAST 3 G" _ - AT 27+10. KIN AY I T THESTART F Y CONSTRUCTION FCONSTRUCTION JOIN CURB-GTR a EXIST. VMT. °°® C" JOB LOCATION STAKING. 0.17 + T 0.0' SDWK AT 26+72 ooQ MIN. 16 °b u. HIGHLAND AV. ,/` + 0.05`MIN. A . TRAFFIC CONTROL A SAFETY HALL MAINTAINEDY THE CONTRACTOR IN ry ACCORDANCE WITH THE STANDARDS F THE TATE F CALIFORNIA BUSINESS L EXIST. M � `ti > ��TYPICAL SECTION 10.20300 ��` T "MANUAL F TRAFFIC u °� ' TRANSPORTATION N AN HOUSING EPA T N � .A.F E. 4 MIN. CL.II A.B. '- _ _ p .� XR DATE /3o� f „ TYP ( OTHSI ) N. 19th STREET CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK 1985 EDITION, AND THE o: .. ECTAL PROVISIONS. TRAFFIC AN AFETY V! HALL LA FROM 24+05.5 TO 27+�.10 F � � AN MAINTAINEDT THE F THE CITY ENGINES AND CALTRANS REPRESENTATIVE. T.I. - 9.5` R= 50 e' NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF THE CITY ENGINEER � > ¢ AND CALTRANS REPRESENTATIVE. ! � a > 7. EXISTING UTILITIESHALL E MAINTAINEDIN LA Y THE CONTRACTOR NL a® 44 44 7 _ OTHERWISE NOTED. ALL ILINESUBSTRUCTURESF ANY KIND, TELEPHONE O Ce 0 w a L ATE METERS, VALVES, FIRE HYDRANTS, ETC. ELE1�.P r r Yv 11�� LANDSCAP r- "f d � w W d 1 1 r Q: P�.�►.s c, SHOWN NOT SHOWN N THESE PLAN WITHIN THE RIGHT F WAY LIMITS OR ,�AS�MNT -' INADJACENT A A HE IMPROVEMENT WORK ! T E NE HALL' BE ---�,. t�.ta• t ' r FROM �-ra .��+45 QREMOVED, RELOCATED PROTECTED IN PLACE AT COST T THECITY F VARIES VARIES 4 T•c> 2n'1�• •Z�}-I• Flo BASE LINE ROAD U RANCHO U A N A. 1 a o �� 2 t ELEV. E 2 PRIVATEAN PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE DATA. ELEV. PER PLAN ELEV. PER THE CONTRACTOR HALLRESPONSIBLE F LOCATING ALL LINE AFFECTING A 1 PLAN THE JET K A F ANYDAMAGEPROTECTION T THESE LINES. 7 oUN F LOCATIPRIOR T STARTING F THISPROJECT, THE CONTRACTOR HALL 7 I4 � '�••p� 2 /o ;.; MA ExF1ANsION' UNCOVER ALL EXISTING UTILITY LINE AFFECTINGTHISK. a'1 JOINT .p XI T, V ®° �• �� 9. CONTRACTOR SHALL COMPLY WITH CALTRANS ENCROACHMENT PERMIT OBTAINED BY CITY LSV. PER `� '* °° °oo ga -0 �C ENGINEER. CALTRANS INSPECTOR SHALL BE NOTIFIED PRIOR TO BEGINNING WORK. Coz5bwc lion NoD e5 f or.S'free e6 u` •o PLAN a ° Q. , Q Q r �� o� : 1 , r-gom '6- 014 /. All��freef Trees are fo be p/an�`ed ire accordahce wi/h ��ry�'/arrdand f�/arf.�. To °24 +05-50 6"--� UTILITT NOTEZ) 2 X I E .0 ' 2.Prior fo r`he �arr�rr7et7Cemenf d'Qy r/al7frj�' ror�a�rriC ao�/� reoar, �ha/�be 11 ' l r Ua� i r 17a ; falefi' ie c ' a TTRCAL SECTION4 I . C L. A. _ purh�5ned¢ole Gi Ipec o .Any urru� fax/c �e� o f7,en c n �e5 y T . ( TH I D S re vire r bae, Gil/ sz0W amel7a r�ewf5'�ae dekr,07�,Ved by/he C��`y_Zr7.5Specfor, 1. THEEXI TAN AN LOCATION FUN N UTILITY LINE STRUCTURES N.G. .3, //.�i�/"�ef Tees Ire SU.�Jae� fo /rT,�peciio anal zzcceplance ,� ,lp� SHOWN N THEE PLAN WERE . TAINS Y A SEARCH F AVAILABLE RECORDS, FROM 23+48.3 TO 24+05.50 y MAYBERRY AVE. �"r? ineerirly BUT N GUARANTEE 1 MA THAT /ALLSUBSTRUCTURES A SHOWN THAT T.I.=9.5 R=50 TH 'L ATI N SHOWN A EXACT, THECONTRACTOR C UI T TAKE 44' .� A CH I L �. .5 ree f Trees are fo be �'/ar��ea�,p�r f'ub/re.�r,�pruY�rr�et7�,�Q,��Dr��. HERMOSA AVE. CASTLEGATE PLACE CARTILLA AVE. HAVE UPRECAUTIONARY MEA T TET ALL UTILITY LINE INCLUDINGTHOSE ® 1 NOT F T SHOWN. VARIES 2 w I 1 2. 1 TEXCAVATION ALL UNDERGROUNDSERVICE ALERT -VARIES---., 4= NINETEENTH TRE T TELEPHONE N . ) 422-4133, I7 ELEAV PER 2 . THE CONTRACTOR HALL ALL THE FOLLOWING UTILITYCOMPANIES2 WORKING 1 ELEV. PER 9 11 2 13 14 15 16 17 18 9 20 21 22 24 25 26 27 28 29 30 DAYS I T THESTART FCONSTRUCTION: �+ 10+00 16•+21.23 22+91.05 28+28.44 .. EXI T. 7 ®� GENERAL TELEPHONE ..,.,,...,, (714) 983-1811 PVMT. `� A N A WATER (714) 987-2591 - ` VAR ° :': o ®p SOUTHERN CALIFORNIA A „ tl............(71 ) -335 ?711 3 H E E T IN rLOJ%E%A** M A 0 OF"" SOUTHERN CALIFORNIA i f N (714) 1 0.15° 0,4' o° ., 6" SOUTHERN CALIFORNIA A ......,.....(714 -- (TRANSMISSIONDIVISION) Q1 PACIFIC TELEPHONE . 666-5662 0.0 ab ......(714) . MIN. r� -.., 4 MIN. CL. IL A.B. S ET 3 SHEET 4 TYPICAL SECTION N.G. SHEET 6 BASIS OF BEARIONG 2.1 FROM I7+I0EX EET THE SOUTH LINE F THE NORTH 1/2 F THENORTHEAST 1/4 OF SECTION 3 FROM STA. 10+00 TO 22+91,.05 `� ~� T.I.=9.5 R=50 ~- TO 23+36 HAVING A BEARING F N 89056'51"E E P.M. 9986. CONST. PROP 44' DESCRIPTION 1IMITS 2r 12' • CL ' ...... BENC`H, MARK" 1 . TT SHEET VARIES 1 TITLE SH E T 2. DETAIL SHEET o.l5° ' ELEV. PER VARIES 4'. T 1 + 44 DESCRIPTION: " DIA, RAS DISC TAMPS 1007 (1 7) RANCHO CUCAMONGA 3. PLAN &PROFILE 19th ST. H MOSA A, TO STA 9 00 , IN. 2 4. PLAN & PROFILE 19th ST. STA 19+0Q Ta CARTILLA AV. k LOCATION: 4 W LY OF THE W LY C OF THE N.W. CUR RETURN AT 19th T. 8 ELEV PER ` 6` "w STR►PI IGT LA ARCHI ALD AVE. TO HROSA AVE. 1 9 1 PLAN 4 ` 5 HERM SA AVE. �� °�`'"`°� �� p5 ���;� ELEVATION: 14 .723' EXIST. V - AVE. T TREE Y ALLAN I 2® : . " ` 0. STRIPING I SIGNING G PLA HER A EHAVEN AVE. a -""' � : 4,, ,x .t, E 174 -01 �- 0 ,a e r� t T -r-aEE , Ne'�'T- a Co L 0.15° °o° a: i 'fi®F SIL MIN. oo CALIF®P� o��ss►o Q� Nq� 2 ,Bus 8a 1A9, App./Sf Trees gee. 5'1,�.C 0.17 MIN. GRIND 4``� c � .=CU_P 19 -68 �_Lirwille- C.�:/G.�. ZriC.___ �•�-'�-o TT PICAL SECTION0.10 MIN.OVERLAY 4 MIN. CL.IC A.B. A. �i-,� 1CONSTRUCT "A:CU WITH 2 " GUTTER ALTA T �,pFESS/p E c�,�' ��, x. .yY/C /�'A p IA P52 P'.�? 11472 SOUTH LINE N1/ SEE PAVEMENT ,� N8-A, TYPE A'2-8. EGD w"N NOTES" � No COY FROM STA. 14+00 TO 16+00 NE1/4 SEC 35 GRINDING DETAIL N T UCT 4' W! SIDEWALK ADJACENT T /W CITY TAN A ®,Q �y DESCRIPTION OF REVISION GATE T.I.=9.5 R=50 ON SHT 2 N. 31 11. 4 �% 18713 APPROVED CONST. 4 ' 3 CONSTRUCT ROCK VENEER PILASTER FITTED W ITH EXIST. LIGHT FIXTURE w ® PtaR��28�Q0 []l -- PROTECT X -�c '/ ® ct 31,2006 M V CITY OF wR"ANC'"'U'0` CU(;%A1VIUNGA ' 1 ' 'CONSTRUCT I NTIAL DRIVEWAY APPROACH CITY T �, �;► �� RELOCATE �J1eI V��* OCONSTRUCT 4" P.C.C. DRIVEWAY ''�/�c REMOVE, SALVAGE, REINSTALL F Q 0= CAWS®� S ADJUST TGRADE = OF C A�-� ,. VARIES o_ 7 X,, - N T U T 0,45 V VE 0. ° A ° A° AT A . TAPER COLD PLANE 0,05 MIN. AT ,T0 .15 IN.AT 5 -10 LT A NST. RELOCATE Y OTHERS', . .15 I N. C 0V LAY (GRIND 0.15 !moi C,F M 13+10 TO 17+00)1 7 ADJUST T A E°. YOTHERS 8 I I ELEV. PER 4 CONSTRUCT A PAVEMENT OVERLAY, .15'-MIN., THICKNESS. A UT JOIN p,,.¢ I&NMIN& ETNEUN& T& & S=010ROEE691" PLAN® 1 ELEV. PER 2 1 -CONSTRUCT 2" A PAVEMENT EXIST. VMT, 7 PLAN 8��- GRAVEL DRIVEWAY. , , , F A CH I ALD AVE. TO HAVEN AVE. pF Sd • 2 Co 5 fruc fiorl /110 les �s/irr�afe �{'Qvanlilies 0 V, R. 12 CONSTRUCT A.0 BERM PER CITY STD. 313. , Q -V -- VAR. ° 23 ConSf dri yc a roach per Ci�Yg2yg. i it/a. 35� 435__ F O ® e Q��TAPER L LANE O. ATELIN .17 1 T. TNNTUT `'�' �`2¢ Co, s;deWa/k per c, td. P/an.rUo./D0,(1N-6,T-4,� f,/9�5. „�4� J, APPROVED BY: .. DATE: 0.15 IN. THICKNESS OVERLAY. 0.15 ® 1 14 CONSTRUCT MASONRY RETAINING WALL PER A.P.W.A. STD. PLAN 618 TYPE B C°n�f '�`� o�er Cil 5/d�'/Qr�/{/o./D4 Z /�•F CITY ENGINEER 2� 2l e Ove" ewa/,� 13 5 rN Ca 1° ° �' m fix. d 37 ,, ..._.__. 22397 MIN. °;o o:.•:: (16)- �}-- � � _ R.C.E, N®: c TAPER COLD PLANE 005 AT C 1-0 0.17 AT 15 LT&CONST. 0.15 MIN.A.C. OVERLAY. 27 f2erno►�'e + curb�,�/Gu er Zl/L.FC 3 DESIGN `'`' "' `": °°` .•"" e RECOMMENDED i I7 TAPER COL PLANE 0.05 AT TO 0.00 AT 5 RT TO 15 LT PER PLAN, _ : ^ _� Co�Sf__P,C._C._Bus �3a perC�' <"fa`P/an,�/o.//9 � /,890�5.f• � �• � , 3.3l�92 0. i5 (3.7%) STA. 13+10 TO r. CONST. 0.15 MIN. A.C.OVERLAY. &A,0P�-1/75/k// X ® 4 MIN.CL.EA. ,�lree� Trees, �a �r..�fraem�a_ �....,. IBM -2--Rc� I 2.0 /a STA. a5+00 CONSTRUCT CHAIN LINK FENCE .WITH GATES AT DRIVEWAYS. HEIGHT 9 UONS'ULTANTS, N . e �H j PER PLAN, ,/��/e �, ?.(?.G:., _ ;f,; DRAWN Consultants to Governmental Agencies SHEET SOUTH LIN N1 1 CONSTRUCT SIDEWALK TRANSITION CITY �T 11, 1-7 , 2=11.0 7:�ee5 'Qrls �uG�iayt /t/ox� s c�r� i5 .5h�ea�. 15Ea. ;, 1,1.6880 TY0`1 C AAL SE"TION West Bernardo Drive•San Diego, CA 92127;1 NE1 @-CONSTRUCT T Y . C AINLINK FENCE 5 I H WITH A A _ �P. (61 91 451-61 00 ;� OF N.G. DRIVEWAY LOCATIONS. w CHECKED 7�, ez1 R.C.E. NO. DRAWING NO. FROM STA. 13+10 TO 14+00 @�-, CONSTRUCT RET. WALL PER APWA, STD. 618 TYPE A . �i� ¢ + I 'T IF= P1 1H S; mT I pi Em MT 11 Fm Im T i. =9.5 R=50 REMOVE EXIST. AND INSTALL PVC TRAIL FENCE BEHIND R/W PER CITY STD, 1010. DATE x''2.3- ° FILE NO. 1405 MU 6 A (%�0111` ITY '00%k F UMU UUUA I N GENERAL NOTES IMPROVEMENT PLAN S FOR THE CONSTRUCTION 1. ALL K HOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE ITH THE OFSTREET PROVISIONS F THE AGC/APWA STANDARD CIIC TICS PUBLIC WORKS WIDENING CON T UCTI , 1988 EDITION, WITH 89/90 SUPPLEMENTAL STANDARD PROVISIONS ISSUED BY AND FOR USE IN THE CITY OF RANCHO CU CAMON GA,EXCEPT WHERE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA,DEPARTMENT F TRANSPORTATION,JAUA Y 1988 ARE REFS ED TO, AN ALSO AS AMENDED IN THE SPECIAL PROVISIONS F THEP JECT SPECIFICATIONS CC 2e THE STANDARD PLANS A /OR DRAWINGS AS LISTED 'HEREON ALL BE IF 44 44' 0FCONSIDERED ED A PAT THECONTRACT D AIS A SHALL E THEJOB N.G �-1 -------w . SITE AT THE TIME F CONSTRUCTION. a: 1 ' 2' 3 2' 1 I rbwm` Aa Lo' AVE. 0"' HAVE' AVE& 3• ANY CONTRACTOR PERFORMING N THIS PROJECT LL FAMILIARIZE '-�' VARIES15' FROM AR(;HI A U I Cr r VARIES ' HIMSELF WITH THEIT SOLELY RESPONSIBLE FORA Y DAMAGE . TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS 17 OPERATIONS, WHETHER OR NOT SUCH FACIL111ES ARE SHOWN ON THE PLAN. \ 7 ' ' EL 9R0 _ �. _ W aa • A INEEIRTISHALL HADLLOBTAINED A T E TTAI P I FROM CITY Y ITY RANCHO ANCHOORCCC OANMSOT GUA1 E PER 1 PLAN ELEVPER �) PLA / a 7 ` JOIN CURB WITHIN THE CITY OF RANCH CUCA RIGHT OF WAY. GTR. aSDWK. 5, THECONTRACTOR LL NOTIFY I GI 'S FIC ATL , 36 T 2 JOB LOCATIONWORKING AY I T T Y CONSTRUCTION FCONSTRUCTIONI JOIN CURB- Sk aEX IS Ts / ID 00 a STAKING.SDWK AT 26+72 a 0•I7 4+50 TO 00 ® . op MIN. 264-62 HIGHLAND AV. 2 EXIST. ER .05' I . 6• TRAFFIC CONTROL a SAFETY SHALL E MAINTAINED THECONTRACTOR I 0`1 A ACCORDANCE IT STANDARDS OFT STATE CALIFORNIA INESS f 4MIN, cL.n A.B. TRANSPORTATION A HOUSING DEPARTMENT S, .E, ',',MANUAL ' UAL OF TRAFFIC TYR (BOTHSI S) 19th ET CONTROL FOR CONSTRUCTION ANDMAINTENANCEWORK , 1985 EDITION A T HN,G. FROM 24+05.5 T 7+ 10 ® SPECIAL PROVISIONS, TRAFFIC CONTROL ASAFETY DEVICES SH PLACED T.I. • = AND MAINTAINED TO THESATISFACTION CITY 1 A C T A EP R NTATIV • NO DEVICESHALL REMOVED LCT WITHOUT AO THECITY NCI J . AND CALT ANSREPRESENTATIVE. 44 6) 7, EXISTING UTILITIESLL MAINTAINED I LAC Y THECONTRACTOR UNLESS 4 W OTHERWISE O ALL PIPELINESSUBSTRUCTURESF ANY KI , TELEPHONE 2 0 ELEV R Cl_ 0 L p T METERS, VALVES, FIHYDRANTS,2 32 A = SHOWN OR NOT 0 S WITHINT RIGHT F AY LIMITS _j CL r- I ADJACENT A E IMPROVEMENT K IS TO SHALL BE I5 ►VARIES VARIES 4G•5U REMOVED, RELOCATEDPROTECTED IN PLACE AT OST TO THE CITY O N.G. 0 o RANCHO CUCAMN A• 17 2 EL E V.PER 2 . PRIVATE A LIC UTILITIES, IF W REFLECT AVAILABLE RECORD DATA. 467 1 AN 1 ELEV.PER THECONTRACTOR LLRESPONSIBLE' FOR LOCATING ALL LINES AFFECTING PP N I 2% 7 0 PL 7 o TIS PROJECT DAMAGE PROTECTION T LINES. /o ,o PRIOR TO STARTING CONSTRUCTIONOF THISP J CT, THE CONTRACTOR SHALL FROM 2 3-I-04 EXPANSION, LO 1. O® p. 1 UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK,To 24+05.50 J NT „ 9. CONTRACTOR H LL COMPLY WITH GALT A ENCROACHMENT P IT OBTAINED Y CITYELEv PER EXIST. PVTc PLAN 102. 1 ENGINEER,E , GALT AN INSPECTOR HALL BE NOTIFIEDPRIOR TO BEGINNING , 10 O.Q 0.0 to 6 TYP UTILITY IN ES ' Om" IST. BE dw Now f f 4 I N, CL,IL. A,B. TYP. ( Q S►Q FS) N.6• 1. THE I TA C LOCATION OF UNDERGROUND UTILITY LINES OR STRUCTURES FROM 23448.38 TO 244-05.5'0 MAYBERRY AVE. H LAN W OBTAINED Y SEARCH AVAILABLE RECORDS, T.I•=9.5 R=50 ' ARCHIBALD - BUT NO GUARANTEE IS MADE THAT ALL SUBSTRUCTURES ARE SHOWN OR THAT 44de AVE. THE LOCATIONS HO T. CONTRACTORI UI T TAKE a: HERMCSA AVE. CASTLEGATE PLACE CARTILLA AVE. E PRECAUTIONARY U T PROTECT ALL UTILITY LINE INCLUDING' THO HAVEN AVE. NOT OF RECORD O THO VARIES 2' 12' � e 10 5 VARIESr PRIOR EXCAVATIONCA UNDERGROUND SERVICEALERT 4 0.5 NINETEENTH STREET TELEPHONE NO. ( 800} 422;--4133. 17 ELEV.PER PLA � �- 2 3, THE CONTRACTOR HALL GALL THE FOLLOWING UTILITY COMPANIES I 1 ELEV. PER �� 9 11 12 13 14 15 16 17 1 19 Y RI T T START OF CONSTRUCTION, �i 22 30 EX1 T• 9 PLA 10+00 1 +21.2 22+9q.O5 26+•26.44 7 GENERAL T L H CO, ................. .,(714} 983-1811 P V T• VAR N010 ®�® .,� �. CUCAMONGA WATERDISTRICT ...p...•.........(71 } 987-2591 SOUTHERN CALIFORNIA GASC . ............(714) 335-7711 SOUTHERN CALIFORNIA FDI SON ' (714) 1 l 0 ....,. r6" HEN CALIFORNIA GAS CO. (TRANSMISSION 0•I , A PACIFIC TELEPHONE CO. .........................t71 } 666-5662 MIN . �a ® " M INCL, A.B. -� SHEET 5 SHEET SHEET 4 OF B EARINU TYPICAL SI •G, `' . 2:1 54� SHEET 6 BASIt`3 u FROM STA. 16-4-00 TO 224-91.05 FROM 17+10E E T S T LI E OF E NORTH /2 of NORTHER T 1/ OF CTION35 T.I.=9,5 R-50 ` TQ 23+36 HAVING A BEARING of N8905651' "E PER P.M. 86. CONST. a PROP. 4 4' 32' 12' CC NO. I • I LIMITS VARIES 2' 12' 1 . TITLESH ET BElpN'CH MAFRK r To 0' t VARIES r �0• r 2» IL. HET of .15 ELEVePER 4' DESCRIPTION: (SIA. G' DISC '1 7 (1 7} CH C CA ,Q MIN ®-- . PLA FIL 19th HA AV, T « 19+00 ELEV.P ` , ' ' ' 13 � � A L PROFILE1 • `TA 1 T C TILLA V, LOCATION: LY LY FN.W. T AT 19th T. 5. STRIPING A SIGNING L HI L AVE. T H R A • H M SA AVE. EXIST. PVT. � � �/pSTRIPINGSIGNING LELEVATION: 1456.7 ' 6. R C AVE,VTO HAVEN E N AVE,V •. D,o 10 2: 1 O Cr I ® 0.17 MIN.GRIND TYPI CAL SECTIOl"N' ®® IN NOTE8 0.10 t VER[AY 4-` I . CL. A• • 1 CONSTRUCT 8 CURB WITH 24 GUTTER PER CAL TRANS STD. DWG, I SOUTH LINE N1/2 SEE PAVEMENT FROM STA. 14+00 TO I -1-00 NEI/4 SEC 3 'GRINDING DETAIL � N8-A, TYPE A2--$. DSPOSITIOIN f 0-7 0-7 T,1.=9.5 R= 0 ON SHT.2 N.G. � 2 CONSTRUCT 4WIDE SIDEWALK ADJACENT TO R/W PER CITY STANDARD TY DWG. 310 & 311• DESCRIPTION F REVISION PROVED. CONST. ROP. / 4 3 CONSTRUCT ROCK VENEER PILASTER FITTED WITH EXIST LIGHT FIXTURE . 1 PROTECT 2' ' • 2 REMOVE GAM,1 4=I 0 dTL Ab 0=0 MANUMVAI& C"u CA Mft A OMh,Nft S UAW& 1 5 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. DWG. 305. 3 RELOCATE ' 0 6 CONSTRUCT 4' P.C.C. DRIVEWAY � 4 REMOVE, SALVAGE, REINSTALL 5' VARIES3.52'- c� 7 CONSTRUCT 0.45AC PAVEMENT OV OSO CLASS 2 AGGREGATE BASE. 5 ADJUST TO GRADE I V 8 TAPER COLD PLANE 005 MIN. AT _,TO 0.15 MIN.AT 5-10 LT. AND CONST. 6 RELOCATE BY OTHERS TTL T 8 4' ' 0,15 MIN• AC OVERLAY. (GRIND 0.15 ATC,F 13tIO TO 17-+-00)• 7 ADJUST TO GRADE BY OTHERS 'oh "la a""""`TEE TH 0 ELEV, P'ER _ 9 CONSTRUCT AC PAVEMENT OVERLAY, Q.i5 MIN. THICKNESS. 8 SAWCUT & JOIN EL III OVA C PLAN 1 ,ELEV. PER 2 u ImIlm ryt EXIST. P T. 7 PLAN 10 CONSTRUCT 2 AC PAVEMENT 11 ^CONSTRUCT GRAVEL DRIVEWAY. FROM CHI ,AVE. TO HAVEN AVE., V ?/ 12 CONSTRUCT A•C BERM PER CITY STD. 313. VA 1 TAPER COLD PLANE 0.05'AT SEC. LINE TO 0.17' 12' RT. THEN CONSTRUCT R i•. «. za:0 � Q•15 ' MIN THICKNESS• AC OVERLAY. i el 0.15 « . MIN. �.00 0 o, ,r. 6�0 2.1 14 CONSTRUCT MASONRY RETAINING WALL PER A.P.W.A. STD. PLAN 6187YPE"B" S� I I US L H. GUI R.C.E. O. 223 ? -'�'' a 16 TAPER COLD PLANE 0.05 AT ATO 0.17'AT 15'LT 8►CONST. 0.15'MIN.A.C. OVERLAY. f 0. 15' - ( .7°/a} STA. 1 +10 TO 1e 17 TAPER COL.Q PLANE 0.05' AT t TO 0.00' AT 5'RT. TO 15'LT. PER PLAN. `� DESIGN RECOMMENDED MIN. 2.0% STA. 1 -1-00 INCL. A. CONST. 0.15 MIN. A.C•OVERLAY, w GALLAHER BSUOMULTANTS, INC. (�2 CONSTRUCT CHAIN LINK FENCE WITH GATES AT DRIVEWAYS• HEIGHfi(H} PER PLAN. . SECTION . - �. DRAWN Ca tr to Gavemenfol' enc SHEET TYPICAL Q�1 LIN N ! 1$ CONSTRUCT SIDEWALK TRANSITION PER CITY STD. DWG 311• R1- 7 R2-11.0 NEI/4 C 35 CONSTRUCT TEMPORARY CH AINLINK FENCE 5' HIGH' WITH GATES AT _//_ �/ M.J. GALLAHER 16880 W rno doh Drive i a Son Dieg8,CA 92127 ' of6 FROM DRIVEWAY LOCATIONS. CITY OF CH CC CHECKED ItrIQTE L. ORS 4 DRAWING N0. T � 1 '�'1 T 1 � �r a „ ,�..��.:., R.C.E.RcENa 20 -�-CONSTRUCT RET. WALL PER APWA. STD. 618 TYPE A T• I•_ •5 R=50 21 REMOVE EXIST. AND INSTALL PVC TRAIL FENCE BEHIND R/W PER CITY STD. 1010. DATE 'Z � FILE NO f f TYP Ir HWY. TREAD 32' VARIESCONSTRUCTION NOTES I/2" RAD' 1 CONSTRUCT 8" CURB WITH 24" GUTTER PER CAL TRANS STD. DWG. CONCRETE %% 12 5 N8-A, TYPE A2-8. 520-C-2500 2 CONSTRUCT 4' WIDE SIDEWALK ADJACENT TO R/W PER CITY STANDARD I'' '�? 1 - 7.5' 4.0 0.5' DWG. 310 & 311. _ IT I TYP 12 CONSTRUCT A.C. BERM PER CITY STD. 313. M 7. CONSTRUCT 0.45 A.C. PVMT OVER 0.80 CLASS II ,A.B. I c� N I � Z CONSTRUCT 2 E T.C.+0.25' T.C.+0.05' 5 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. DWG. 305. " T CONSTRUCT " P.C.C. DRIVEWAY. a G� N CONCRETE STE 2 = T.C. 9 )CONSTRUCT QC PAVEMENT OVERLAY 0.15'MIN.THICKNESS � 3 # 4 BAR 8 12 O.C. 0 / -4% 30" DIA. PINE 3- 4BAR 6% 4'THK 11 10 CONSTRUCT 2' AC PAVEMENT N 11 CONSTRUCT GRAVEL DRIVEWAY. I cnm m i I . " " m c�m CURB RETURN DATA • , .,�, •.a A ,;:,. -. • �' � �4q JOIN 14 CONSTRUCT MASONRY RETAINING WALL PERA.PW.A. STD. PLAN 618 TYPE B (SEE SPECIFICATIONS) � �� Qz � � �:y y; d: •o.• ;,'• O 17 TAPER COLD PLANE 0.05 AT C TO 0.00 AT 5 LT.TO 15 LT PER PLAN 8r CONST. Q15MN.A C.OVERLAY, a U W I 2 O p -90° 16 43�� E STEP DETAIL y R = 11.25 8 0 ° _ (N aF- fl g O L = 17.73' Z NO SCALE DISPOSITION NOTES X 14 5 w 0 I I I 2' T = 1130 4 EXPANSION JOINT PROTECT ok! REMO E ` II ENDWALL PROPOSED R/W 0.67' A TYPICAL SECTION GRAVEL DRWYS. �- ADJUST TO GRADE BY OTHERS 0+ 44.02 EC.R. 8� SAWCUT & JOIN -- -- _ __ OD - a JOIN EX. BERM (39.55)TB. (D ; 1zAoEn^ T JOIN t M' 23+20.834PT U Q EX. X-GTR I - WALL N _ ¢` /23_+16.834 PT. KG• ✓�`'4 ` WALL 2 (V 1� � PLAN Z - HWY. v eiES /S s Q EX. R/W 0-160-7 V4�7/ES _ ¢ 0.9 32' 12' 5' S' 9 d # , - �� � r � 4 � � 7.5' 4.0' 0.5' 95, E'ER fcfup R 2� >- EXIST. A RM . BE 1 7. FLE✓.AER 2 T.C. T.C.+0.25' T.C.+0.05' Pyr t� 2.Gi� _ I ?� 7 2s: q.+. I W v _--- /10 Iz �m J 2 0° I� I e -.� .�._ , :. • ' © • PER C � iT.C.-0.70' : Ex�sr. mce 9.Q PANE 0 � pno $% AT r7 o T1s (V �Nore•• fR +7 2sfto.s MI 0RUrn 2 X/5T BM oo5 STO sstos.s s T Q! , N aN) NG MT y` 0 PORTION TYPICAL SECTION lf"M/N.CL.ZA.9. - ' - OVE A.C.P" 5 DRWY.OF IST. OR © O FROM 22+91.05 TO 23+48.38 0 PER PLAN �2So Ti. = 9.5 R= 50 17 ALL OTHER DRIVEWAYS DRIVEWAY (+ O STR 19 ET STA. 22 4-87 J L 2 0 ® 1 EXIST. DRWY. 22+91.05 19 TH.ST= B TYPICAL SECTION PAVED DRWYS, - 0+00 MAYBERRY AVE 2 D PAVING DETAIL (TEMPORARY CONDITION )_ 2 SCALE 1"=10' LEGEND 001V,6T. /VOTES CONT•o. HWY �E� 8�- TAPER COLD PL4AXE O.00;WIX/ 'JKM D 5' 8' EXISTING FEATURES CG�(/5T. O•/5'M/it/ A. 0 014f-RLA✓ 12' . - -- 32� �) TREE /3• TAPER CbL� R•4�t/E 4/5 @¢` Tb O. 39.40 0.5 4' 7.5 CoNbr. 0•/5'01t/. .4.L'. D!/ERL..4 Y 8 JOINfl STUMP 39.36 2 PORTIONcta? BUSHES YAC/Es 3.5t'7L D' OF EXIST. _ DRWY. opp POWER POLE 5, _ ® WATER METER t/O ro 1&7'a EXIST AC38.16 5' - /o' /4100 ro /C01100 37.91 37.91 O Mg MAIL BOX 1 DRWY. SO SEWER MANHOLE 2 h OvFRZAV GR/ND to / a 0./5 /N. AO *� NOTES GRD O .. •. I I ® WATER VALVE SIE + S « ;. ; • , • i ELEd. I EX/5r• lov"r ,oEq EX/5r. Pf/MT. ' r ' TELEPHONE MANHOLE PROP. F/111/5f' elo 0--0 STREET LIGHT - ° SURFACE go t'CN"---N DRWY. SECTION C� 24+ 13. 5 ORNAMENTAL LIGHT WATER VALVE 6R ND GR�.vo/ O�72 /3 cR�ND EDGE OF PAVEMENT _`___'/-= CURB 8 GUTTER 3 PA VEMEIV T G,P1A101A167 DF; 4& -'� AC BERM o MO SCALE � v _' =_= = BLOCK WALL R/NC Q ., , NOTE -X CHAIN LINK FENCE t I 1ffM01/E 50 LINEAL FEET OF WOOD FENCE ST. EX/5T/NG BLOCK RIA 1,SAW- ---•---d o��` I CUT EACH END AND REPAIR DRIVEWAY PROFILES f- - ELECTRIC L J REMAIA(W PORTION OF WAIL. -T- - TELEPHONE tT n STATION SECTION a b c d e f g h ��� �z �_ ; - -� GAS ` 7. RElYIO�E /NTEITFEf�E/NG 17+78 A 46.74 46.99 46.78 (43.0) 26.50 -w-w- WATER 44- r 1 �o�� TREES ANO 9115111r5. 18+75 B 45.18 45.43 45.23 44.48 42.48 (41 .90) 8' 5' -- RIGHT OF WAY /t32 a 8 I-` c-- J-'`- 3. fIEMOI1E EX/5T/NG A.C. BEI�/N 19+54 B 43.93 44.18 43.98 43.23 42.03 41 .40 4.8 5 - J - - JE so' o,Qwr. r, I _ AND WINTA/N FLO{N I INE 20+57.5 B 42.25 42.50 42.30 41 .55 38.80 38.20 11 5' m 1 �� ON MAY6ERRY AVENUE. clrY _ m 1 DESCRIPTION OF REVISION DATE APPROVED 22+87 B 39.23 39.48 39.28 38.53 36.70 5 5' 24+74.3 B 37.11 36.36 35.11 4. 4.63 �` W ExlSr. EXI5T. BLOCK CITY OF RANCHO CU CAM ON GA 25+64.8 B 35.76 36.01 35.81 35.06 33.81 33.5 5 2.5' �� �oJy�c A.0 BEWALL , Irr ' STREET IMPROVEMENTS 26+79.56 B 34.14 34.39 34.19 33.44 31 .36 (30.80) 8.28 1 5 Qh s �� R=1.5 ` 8 I'll _ - �2 j, DETAIL SHEET { ,N?j, � 8 � NINETEENTH STREET NOTES: 1 . GRAVEL DRIVEWAYS SHALL NOT HAVE GRADES 0"00 �-k _ _ Q oj f FROM ARCHIBALD AVE. TO HAVEN AVE. GREATER THAN 15%. oPOf t SS/p 2. PORTLAND CEMENT DRIVEWAYS WITH GRADES �o y M� 144- GREATER A 4_���, �2 I 4' APPROVED BY: �`Pg�z NINETEENTH STR �'T �01� I `� 10 CITY ENGINEER DATE: g 227 . GREATER THAN 14� SHALL HAVE A DEEP BROOM �Q�? FINISH PERPENDICULAR TO THE DIRECTION OF 2 No:36937 ; �; jj R.C.E. NO. , 1 7r ly TRAVEL. Exp �a,'�61 i DESIGN F RECOMMENDED 3. MAXIMUM GRADE BREAK IS 14%. sT 9T CIV11 ,FBF �A��Fj= _-__ _ CONSULTANTS, INC. E DRIVEWAY DETAIL DRAWN Consultants toDrive-GovernmentalAgencies SHEET 16880 West Bernardo Drive San an Diego, CA 92127 c 9• //_�/ (619)451-6100 2 6 CITY OF RANCHO CUCAMONGA SCALE : 1"= 40' - -- --- CHECKED R.C.E. DRAWING ONO. NO.� DATle FILE NO. 1405 4 r4- Il . f I lll 1455 CO C,EA/TERZ1AAE - ,h h• + �. - �� + 1450 N 1=30.55 L=30.35 L=Z9.G1¢� L=66.37 �(� -, � n� C�� 1450 X/5 10113f T in- + Q J 3 J OI CD J Z 3 + Ci V V v N J W Z 0 N 4 Q ill N O N �. d� ' �1 �� l a c� N J M ^ � � o • � "'i c; m b�. �' v�� -- - - O 1445 3 W J J y► �1 41 `� Y1 � - h z m a � �' �' �' h ma v � � 41.55 TCP OF E /5T CUR $ CD T PP O PIL 8� �_- N �' ' O pQ m ° TOP OF 5 2 y CURB 41. 5 41.05T.W. -4.1,-00v v z uJ 8 34.56 32/ o O Z} h n h Q x� T.W. w m J -/.580 '� '^ ^ N 8 0 F 40..38 T.W. 8.64 40.22 J TOP OF PILASTER3 39.72 T.W. o .} 39.05 T.W. w a INJ ti 1450 BK ✓Evea2 - let O ETP)MAS Q 41 " 8 PROPOSED T.C. EX/5T. &-Mel,SIO PROPOSED StOfe _ _ (Flu.) ��� 1445 35Qi Mrm. 34.5! T.FTC',. P1eDPt75ED SCOI"� � 31.34 MS. 33.84 T.FTG. (FICC) 1 33.17 T.FTG - -_ EX/ST GRADIE A7 RfW, (DRC/t'of WAGL1 33.01 _ A 5MACC AmcwlrOF Az T. FTG. - M4r BE ReO'D TO MA/NTA/A,/ 8.64 32.3/ T.f O" Of CO✓FR lM/i(/) A60►ole FAOTIA• 31.84 T. FTC. G WALL PROFILE PROFILE 3 HDR/Z. /"=20' PERT. 1"-2' 8.64 VERT I"=4' 0 11 12 13 14 SCALES HORIz. 111=40' 15 16 17 18 19 PLAN CONSTRUCT/ON OTES HORIZ. I"= 40' la-- CO/V5Ti?UCT B"CURB K//TH Z¢"6UTTER PER CAL Tit A,15. 6m. HERMOSA AVE. STREET L/GNT �t/OTE DWG. A18--4 , T Vi0E 4Z-8. CASTLEGATE PLACE 2�- CONSTRZICT 4'�1101E 5/OE�f/.4GK 40,L/4 6A- 1r 70 R/K/ PER II P/ROA�ED STREET L/G1�T5 C/TV 97-0 L7K/G. NQ 3/40 --.511 $HALL BE /N57ALLEO 13Y 5�- COA15TRL.�T RES/OEiVT/19L QP/!/EK/•4V APPiF{�AC�/ PER ED/50N CO. RER TNE�R 017'V 570 OK/G. �/° _ia I I � � 11 � I I I 1` I �I 57REFT L/GNT PLAN5. 7. CGZI/STRL/CT 0.45'4.C. �!a(/E�tilENT OBER 0.80 CLASS ZL I I II 13+10 REG/N 0140 M/N. C6W 11TA� 111E ISI S I I W I I I I I I AND O/O'TNK. A.C. 01/ER1_AY I I I I 1 y AGG�PEG.4TE ,BASE. II I II II I I I� I ql �•��- TAPER COL/J PL.4it/E 0.05 �� Tt7 D./'SM/N@db/.V t COrV5T, h 11 IIIlk S. .9.e. O//EEL AY. ' I I A NOTE GR/ND O./5'� � I bj I I ,� 'O--CONSTRUCT A.C. PAVEMENT OVERLAY,O./5'MliV. T/•//C WE55 'w; j ; I� l 1 g FROM,STA /3t/ i I " (/ V 1� ¢ I O I I �- CONSTRUC T 2 .4.C. PA EMEXI T /JCC'/vEK/.4 Tb ✓`TA• 174,00 � �� / I � I � ���� /l. CONSTRUCT GRAVEL IORIVEGI/.4Y I � � . uG r F__ / �� _ _ __ _ TAPER COLO PLAME, 0./6;'@ 0_ ro O./7�%Z RT. IT Ua/f, CGWST 40/5 T. _ _ - - _ _-_ - _ F- - ..-- - - -- --- ------ - I � - -z- - - - - - __---_ - _ _ --�- __ TEL - M/N/ TN/CiCit/E55 4-C. OVERCA Y. ✓^EE AriMT. GR/NO/�G DET. SyT 2. - - __ _ _ T _ �-y �{--. T- � -�\ --n -- -- ----_---- ---_--_ -- -- - -- -- - - � �/ -_ ����___ -- -._�- _.- __ -- -T-fit}-� F • I -- - -- - - - - -- - - - - _-_I _--- - - - - ----- - '�- -- - _ _ - - - _ -i 7� TAPERCG�D�.4NE 0.054T�TDO.GY�'aT5'f/TOR/3'�T. .dre f-A��-� r=-,O nL AN. coNbr. o./ t� -glj _ - # l 8 13+98.91 P.RC. / - - - -----____=,rl--_-- - -----y ----��' __UG rEL.. r F - --� rEL,. - �� I ✓� M/�t��G.P!/�l�lT. O!/ERG�sS! F__ UG TFL __ - -Q T T _ - I_.. -T_-.. /8 10+00 19th STREET = _� T -- UG TEL _ _ 13+15.00 B.C. --- - - - - - - - -- T 14+82.82 BK.- T_- _ - UG-TEL - -- - - 1 - �, 4'GAs - _ 1 COA/5TRUCT S/DEK/AL� T��nn/5/riav l'ER CITY STD. -EC. 5' 16"WATER Q9 -- .. _- - -�� DWG. 3//. R. = 7' Rs +// O' 053.52 H T_ T "wWER - w. . _ _- w 14+82.74 AHD. w vw - �} N89°4VS"E EXIST.R _ o-CONSTRUCT TEMP ef/A/N L/NSC FENCE -G"�-//G/•-7 w16ATES 12 - __ 13 - - 15fgp „ 1 7 18Z Q F' 4 T /JiP/1/EW�V 40C,4T/O/�/5. SOU LINE N 1/2 NE 1/4 SEC 35_ I j G+2.2 19 ��(=J) 2f /NST4LL -Y4 FENCE BEN/ND Rl*)%e e17Y STD. A /.00 EX AG L ' ei�,T 2 b 2 7 3 - -- DINT CL,STL ELATE 9 ,� - l 5 /'f 11J W 22 COit/STRIICT - GLIA/N L/iJK E�' .E L3ENhcJD R/1t/, le6NT�f/��X/`'Ll�t/ 3.52' �13 2 � EXIST R/W 2 -- - `* � _ � � ___ ' - - I - _ ZW WATER - - �-- -- -�- o, _ MOO -- --- J �D/SPOS/T/ON �t/D TES - CT - - - - - - - - 'Pv - - - ��� XQ RI-REMOVE EXIST. R/W >' 82.0 Z , _ _>, t _ -- I a5.7s _ 231.67^ 2.. �s 1 -13400 s s'i 3 RELOCATE 2 II s� s�wcur �' ✓oiN PROF R/w Ex. WD. FFvc� - - I - °oma , 4�-RELOCATE BY OTHERS II G4 / 11� VI b EX.N%O FENc:E ZI e. �P �.l At owY. 2 ' Zrj iF. 2 T 21 .•p� � /JT C.G. li 1I d Z - IB I yP• 2Z H•5 0 /l. Oa;b.. FFnVC__ O O X--O -�C 7RE*E ✓MAIMS O �--0 O x -O x O x O +C • o ' O X fir-O- -- I Ever wo. ;o:,o I I I 13"05 eErwv 504/ . /3 r/0 BEG/it/ CURi3 13'87 E` 1 * ( I Z FEVCE Join/ 75.58. x+'15�Gh//5! 1 8 •T�v >R (I I I III x Z M 87 101A1 EX G.5',K11,06 e GUTTER - d0//V fr ST• L/6HT a I I W V c S ST 111fly /� A /9,178,9 OK/S/. 5 I j 1 p v JOWK cane i GTR. � 2 I) I I 2 d0/N EX/5T A.C..444Ve4'7ENT 2 0 2 X 01-'08 o' a 17+951 /✓orE: N 1p b•?� I �3WIAI /VEW A.C. �(/"7 1 � -, 02-7 01-39 ST L/GHT 202-201 -40 0) M416 6n*65 6VIALL ,B,E RELOCATED R!�R Ci _ 0 C/TY STD. Dwrw. �'S. J 0 �� ni1LEb �w i r i .11t IN sY l V � � Z l u5 a /' IQ W h .y `w lu'� 08 �• B % `W W t \ h In Q4 �' yN. �3 „ e DESCRIPTION OF REVISION DATE C Y APPROVED �ir/ ' / 2 2 2 ' Z 2 6 'i2J2 ZIZj 2 ZJ 2 2� � 2 G 21 3 Z 2 2 Z 2 , 2 2 _ _ I _ --� - CITY OF RANCHO CUCAMONGA 2 Cons 1rvc flan Nor�cs t 23 Cons" dri ve aPTroa�lt fir G1y •PI��1.6_/DI-T�C(11/=3_ri� c a .o � ,,� STREET IMPROVEMENTS �. �n.f s•�deWa/k per Otyr/d. Pkrn Ab./03(l r=�,T-4) „ , PLAN& PROFILE @nn---i 8"C�r/� per CifySf,J P/an No./G+� 2� Remo✓e bc. �1 �4NINETEENTH STREET 9 %/ .y NINETEENTH STREET �/fcr �' r Z Remove Ex. curb Ord G v U 28 Corrs� P.C.C. ,bus �y�C.'f�Sfd P/ate Na.//9 4 �Q=9e.�0/ a FROM HERMOSA AVE. TO 19+00 a-Insta// �h-eef Trees. LQ ersti••ocm�a. Ilid�ca -Faurei iJlvsko,9ee � L�-/8°5S'29� (Cr4,Pt lyrf/e y 6r W) �Ga/� 20 D.C. Or, /9�h �r�fiee/ p ree5 Cor/sfrLrion Al ks on .5'hee 7 1 . ®N, : 7-he,fX Oyerhead 1J11; %5 oo lie APPROVED BY: � _ DATE: Pro ect side of/9�'`'•.�'f •fha//be --z- ✓ CITY ENGINEER _ R.C.E. Nb_ 239 Urrderyrourrd prior fa Pob/rc.Tti�Prv�nerrt in 4=/Z°/0 23" BENCHMARK DESIGN s RECOMMENDED "' X10'35937 n� AccePfalve_ or 49acVQ rcy whichever ,� �, ji c7• FXD �3a��6 , L =29.604 DESCRIPTION Z">�BRASS D/5C STAMPED /Gb78 (/�7). M.J.GALLAHER CURVE 0.4TA -- _ $ -" 0 Occurs fir'3f. �-=/457' � _ CONSULTANTS, INCA O f�ADIUS [.5VG'-H TANGENT DESCR//OT/ON `P ivi �� _ / LOCATION rewOFCU,e13-4'&?.VPC. OX'IVWCUR& �eETI,PN DRAWN Consultants to Governmental Agencies _SHE ET F, �Q� �p R 273'33 /40_ ST NE�MGISA AVf. 16880 West Bernardo Drive•San Diego, CA 92127' /. 2'24'/4" 2000.00' 83.J/ ' 4/. e*' CE,C/TERL/NF_ OF p1011, • i q TH E __ M.J.GALLAHER y d=/3 3¢4!0 �- - -- - ___ __ _ ,O(6�191451-6100 _OF_.__-_ 2. ?"24'/4" /�.c0' 8257' 41 2LD' CUA CITY OF RANCHO CUCAMONGA -37, ELEV. /45G• 723 CHECKED !rt Z- _'xj R.C.E. No2>, . DRAWING NO. 3. 2024'/4" 2032.00' 65.25' 4e.r,3' CURB T= 33.33 DATE: -_ 348__.- FILE NO.-- _-_ 1405 _ -3 e-.c I I BSI 5.8-2-0003-82 VEL 4.67' r—(.fEE� T MYCJ/�xu i rrcc / ucsr, . b•NALL 6E /N57A14E0 BY EO/✓OA/ CO. PER 77-le/R sMEE7 L /6'f/T PC ANS. ^ `� } * :'� ti V ' L '+WILL 3. CONSTRUCT ROC/i ✓FNEER P/LAdTE,T F/r7'Eo wires Ex/sr/NG M I I I 4� I 3 I �..� * ~ h ti �' % �' �, � �, .; �. _ 5.W A f i i I II C 16HT FIXTURE. II I I�I 11 " ' 021-J JJ -2 a >> It- a -a II f I I I o- - I, # I v. II I II I I I I /7 PER PL,4A J. GN 7- UCT 0.15'MIM ADC. D ERe-A l" �5 '_T l✓- COA197-RC/07 RES/O.Eic/T/AG OR/✓F_W, `Y. ,0v0,e ,QCx-: li. l 22 05R C/T V STo. OW137. A1.9 305. t I I 2 o A9. �� .� 2• j �, fE,yc€ h �, ., t y 8. 4 I I I o 11 1 CO/VSTRUC T 4 "PCC. o,C��(/EK/.4Y I * D1Y' co ��� j \ ` y EX AL Ex OCX I ° I I \ 7• 610A15T/?[/CT 045,40 C. RAVEME/VT O(/ER 0.80 'CLA55 ZZ f I I /. PROPOSED R/Y1� Z I Kiq�c y� ,.c . 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NO. 22,397 DESIGN RECONtWNDED M.J.GALLAHERCONSULTANTS, INC.'- DRAWN C -jk^antstoCevr-ewtalAgsr.cres I SHEET 16880 West Bernardo Drive • Sen Diego, CA 92127' M.v. GALLAHER (619)451-6100 4 of C 6 CHECKEDf� R.C.E. NO S DRAWING NO. DATE gl� -13 •B,,o FIE NO. 1405 BSI 528-2-0003-82