Loading...
HomeMy WebLinkAbout1781 BENCHMARP - C/TY OF RANCHO CUCAMUNG4 BENCHMARK NO 10051: ' 2"BRASS CV50 /N CONCRETE CURB STAMPED C/n OF RANCHO CUCAMUNGA BM IOO5 1 189'" AT THE NORTHWEST CORNE4' OF BASELINE RD AND SWANSON PLACE 0.25 M/CES WEST OF E7IWANDA AVE, t//CTOR/A STREET AT 50(JTHERL" END OF CATCH BASIN FT VORP7+ OF - BEGINNING JF CURB RET�iRN £L EVA TION 7300686' LOD SPRR R/W S� yNTFLA N I F T I I I I I T I I ?EE 7 T 1A IfFRO 1E CONSTRUCTION NOTES -- ---- ---- - - - 88 DESCRIPTION QUANT/TY UNIT Q) - - - Ol SAWCUT AND REMOVE EX AC PAVEMENT CONSTRUCT 5" AC OVER 6" A.B. PAV/NG. 5,488,30 SF. EASEL 11VE ROAD (44) 44' CONSTRUCT COBBLE CURB AND GUTTER PER CITY STD. 705-8 2,03747 LF (21) (23) 2J' 21• CONSTRUCT 5' WIDE SIDEWALK PER CITY STD. 103 4708.46 SF. PROTECT EX/ST/NG TREE /N PLACE 97 EA I - O7 SAWCUT AND REMOVE EX/ST/NG CURB AND GUTTER 1933.30 LF. EX/ST/NG 3 O9 CONSTRUCT 8" P.C.C. CONCRETE DR/VE PER C.R.C. STD 101, TYPE C 2464. 78 SF. CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. 102 1 EA. t//C/N/TY MAP EX/ST/NG CURB AND REMOTE --` I FOR SIDEWALK 11 EX/ST/NG UT/L/T/ -5 TO BE UNDERGROUND AND POLES REMOVED BY OTHERS 6 EA. DETAIL SEE N. T.S. SHEET 2 of 5 1� INSTAL L 5,800 L UMENS H.P,S. V STREET L/GHT BY S.C.E. 4 EA. ANDA S7�EET SEC770N I —- - 16 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN 1 EA. N.T.S. ' _ - PER C.R.C. STD. PLAN 328/327 T./.=8 _ CONSTRUCT RCP STORM DRAIN LINE 42.44 LF. GENERAL NOTES 18 REMOVE EX/STING TREE I EA. 1. ALL WORK Z HALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA r - STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — CURRENT EDITION, 19 CONSTRUCT VAR/ABLE CURB HEIGHT AS INDICATED ON PLAN F/N/SH CURB 72.30 SF. INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAM/LIAR WITH AND SHALL WITH STONE FAC/NG TO MATCH C.R.C. STD. 105—B BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS _ 2. ALL PIPEL INFS OR SUBSTRUCTURE OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VAL VES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN ADJACENT t QUANT/TIES ARE FOR PERMIT PURPOSES ONL Y. CONTRACTOR AREAS WHERE IMPROVEMENT WORK /S TO BE DONE SHALL BE REMOVED, REPLACES, RELOCATED OR _ SHALL VER/FY QUANT/T/ES PRIOR TO BID AND/OR CONSTRUCTION PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE H/MSEC F W/TH THE SITE AND SHALL - BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FORM I i NO7EII HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES' ARE SHOWN ON THESE PLANS. 4 I. DUR/NG CONSTRUCTION OPERATIONS FOR NEW CURB AND GUTTER, GRAD/NG AND ALL OTHER 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING . _ SIMILAR OPERATIONS CARE SHALL BE TAKEN TO MINIMIZE ROOT DAMAGE TD ALL THE EXIST/NG DEPARTMENT PR/OR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA , a PARKWAY TREES (S/LK OAKS AND PALMS). EASEMENT OR R/GHT-OF-WA Y. 1 2. ADD ROOT PRUN/NG SPEC/FICATION NOTES PER ATTACHED E—MAIL MESSAGE, EXIST/NG TREE ROOTS, 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENG/NEER. PAVING STAKES SHALL BE SET AT ALL ? 2—INCHES OR GREATER /N SIZE, REOUIRE PRUNING UNDER SUPERVISION OF CITY SPECIAL INSPECTOR, HINGE PO/NTS, EDGE OF PAVEMENT PO/NTS WITHIN 0.01 FOOT OF SUB—GRADE EL EVA T/ON AND AT NOT MORE MAKE CLEAN AND SOUARE CUTS, NO RAGGED EDGES. SPEC/AL INSPECTOR SHAL L BE PRESENT FOR AL L THAN 50 FOOT INTERVALS ADDITIONAL PAVING STAKES MAY BE REOUIRED BY CITY ENGINEER AS NEEDED EXCAVATIONS /N THE V/CIN/TY OF THE EXISTING TREES, INCLUD/NG ALL UT/CITY SERV/CES, GRADING FOR AT WARPED OR VERTICAL CURVE AREAS. j STREET /MPROVEMENTS, AND ROOT PRUNING OPERAT/ONS, ETC. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSS/NGS SHALL BE - 3 CONTACT SPEC/AL INSPECTOR. CITY TREE MAINTENANCE SUPERVISOR, CURT LANCE, MINIMUM 24 HOUR CONSTRUCTED PR/OR TO PAV/NG. !!, ADVANCE NOTICE REQU/RED. C/TY CORPORATE YARD: (909) 477-2730, EXr 4115. INSPECTION /S NOT 4 AVAILABLE ON FR/OA YS. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND - ALL SUR-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT �'G WITH THESE COMPACT/ON TESTS SHALL BE SUBM/TTED TO THE CITY ENG/NEER FOR APPROVAL PR/OR TO THE ' � - - EX/S?7NG SUR MONUMENTA 77ON PLACEMENT OF BASE MATERIALS AND/OR SURFACING- l HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY" MONUMENTS OF RECORD THAT COULD SE DISTURBED BY THIS PROJECT ALL SAID MONUMENTS WHICH CURRENTLY EX/ST /N THE FIELD ARE SHOWN ON THESE PLANS 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENG/NEER. LIST/NG AND ARE DESCRIBED AS FOLLOWS: ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STAB/L ITY OIL CONTENT AND GRADATION OF ASPHALT PA VING. I 1. 2" BRASS DISC IN CONCRETE CURB STAMPED "C/TY OF RANCHO CUCAMUNGA BM 10051 1897" AT THE NORTHWEST CORNER OF BASELINE RD AND SWANSON PLACE 0.25 M/LES WEST OF ET/WANDA AVE., 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. - i AT SOUTHERL Y END OF CATCH BASIN 2 FT NORTH OF BEGINNING OF CURB RETURN. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VAL UE, SIEVE ANAL YS/S AND SAN - EQUIVALENT OF AGGREGATE BASE. } -; "QROf ESS off\ 10 PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE y STRUCTURAL SECT/ONS. L 8 1p 1 11. WHEN IMPROVEMENTS �� � F i _ 7 0 E OVEMEN S ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATER/AL, THE SUB— _ GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE AND ALL VOIDS '• j M �', DATED CHARLES W. LOCKM6NV R.C.E. 42485 `� N 2 Z � }__ OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE } xp. 3 1/ 4 MATERIAL. . PRIOR TO OBTAINING A CONSTRUCT/ON PERM/T FOR THE PROJECT, A COPY OF THE CORNE `f�` C 1 V 12 IF THE CONCRETE /S TO BE PLACED ON SUB—GRADE, ASO/L S STER/CANT REG/STEREO BY THE E.P.A. FOR RECORD FIL ED BY A OUAUFIED R.C.£. OR L.S. WITH THE COUNTY SURVEYOR FOR THE USE UNDER A.C. AN P H RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS OF DE C D P.C C. S ALL BE UN/FORME YAPPL/ED AT THE MANUFACTURERS RECOMMENDED RATE . : C FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING _. _-_. . _. AFTER COMPL ET/ONO - THE PROJECT SHALL BE PROVIDED TO THE CITY 13. ESTIMATE OF OUANT/T/ES /S PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, CRA1- - - _` PRIOR TO OBTA/N/NG A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED THE CONTRACTOR SHALL MAKE HlS OWN DETERMINATION OF CONSTRUCTION QUANT/TIES BEFORE SUBMITTING L� I�f ' BY A QUAL/F/ED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALL Y LISTED IN THE ESTIMATE - _ AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED OF QUANT/TIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. TO THE C/TY. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH _ INTERSECTIONN4. 15. CITY APPROVAL OF PLANS DOES NOT REL/EVE THE DEVELOPER FORM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRJCTION. UPON REQUEST THE REQU/RED PLAN REVISION - *` SHALL BE PROMPTL Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. - - SCALE 16. WORK SITE AND EXTERIOR STREETS SHALL BE /N A NEAT, CLEAN, HAZARD FREE, ORDERL Y STATE, THROUGHOUT 'WF ,) » CONSTRUCTION SITE SHALL SE CLEANED UPON REOUEST OF THE INSPECTOR. - - 11` 40 r - 17. CONTACT ALL UTILITY COMPAN/ES AS REQUIRED, 48 HOURS PRIOR TO - A VA TION. REVISE SIDEWALK PROFILE, DRI✓E X PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 0 40 &,ADD OVERFL-OW STRAW. REWSE SSC. j6`} IN, MAP LEGEND A. SAN GABR/EL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 - • , a N.T.S REVISIONS DATE APPROVED MR BOB STALL/NGS 2�i00[E OF VERT/CAL CURVE FOR BASE L l/vE ROAD CONSTRUCTION O N�11/E�QEt/EL OPE/9 PRI VA TE ENGIA(EER'S N077CE TO COn/TRA CTOR- M V ET/WANDA SCHOOL DISTRICT THE EXISTENCE ANO L OCA7101V OF ANY uNDE RGROUND vTiL/TY PIPES OR STRUCTURES SHOWN ON E. V C. END OF VERTICAL CURVE S. GENERAL TELEPHONE (800) 483—3000 12400 SUMMIT AVE. THESE PLANS WERE OBTAINED BY A SEARCH OF A VA/LABL E RECORDS. THESE L OCA TION ARE T C. TOP OF CURB C. SOUTHERN CALIFORNIA GAS COMPANY (800) 42 7-2200 RES. ET/WANDA, CA 91739 APPROXIMATE AND SHALL BE CONE/RMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY B•S.C BEGINNINGSH OFFA ERT/CAL CURVE CITY OF RANCHO CUCAMONGA 216 N EUCLC AVENUE (800) 427-2000 COMM �/�/ ADJUSTMENTS CAN BE MADE /N AL/GNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE ONTARIO, CA DAVE TOPOGRAPHY SOURCE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PREVENT DAMAGE TO ANY B.C.R. BEGINNING OF CURB RETURN /� /� UT/L ITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN E.C.R. END OF CURB RETURN E TI WA NDA A VENUE ROBERT , . L u/vv ANU ASSOC7A TES ACTUAL THICKNESS OF BASE MA TER/AL /S TO BE DETERM/NEP BY A SO/L S TEST AND PROPOSED CURB AND GUTTER D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 2832 WALNUT AVENUE, SU/TE E RECOMMENDED BY THE 501Z5 ENG/NEER. R-VAL UES, SAND EQU/VALENTS AND STRUCTURAL SECTION 9641 SAN BERNARDINO ROAD TUSTIN, CA 92680 OF STREETS SHALL BE SUBM/TTED TO THE CITY OF MURR/ETA FOR APPROVAL UPON COYPLET/ON OF = _ = EXIST/NG CURB AND GUTTER STREET IMPROVEMENT PLAN RANCHO CUCAMONGA, CA 91730 (714) 823-2077 ROUGH GRADING. CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWAL ES FROM UNDERMINING STREET - PROPOSED STORM DRAIN TI TL E SHEET E. METROPOLITAN WATER DISTRICT (909) 593-74.74 SOIL S ENG/NE_E_R IMPROVEMENTS. UPON /NSPECT/ON OF THE SITE THE CITY ENGINEER MAY REOUIRE TEMPORARY xxx.xx PROPOSED GRADE 700 N MORENO AVENUE — ,MA v R GUN/TE SWAL ES, ENTERING OR EXIT/NG IMPROVEMENTS. LA VERNE, CA 91750 7 uP THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED (xxx.xx) EXISTING GRADE APPROVED B Y D A T E 10851 ED/SON CT CONSTRUCT/ON PRACT/CES, HE/SHE W/L L BE REQU/RED TO ASSUME SOLE AND COMPLETE CITY ENGINEER 7k R.C.E. N o. 24953 F ADSL PH/A PORT/ON OF REDH/L L a RANCHO CUCAMUNGA, CA 91730 SHEET' INDEX ( ) (800) 626—62.,9 RESPONS/B/L/TY FOR JOB S/TE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THE PROJECT, __ (909) 989— 1751 DESIGN PREPARED IN THE OFFICE OF REMD REPORT j 99-293- 11 INCL&DING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REOU/REMENT SHALL APPL Y SHEET 1 TITLE SHEET C.W.L. G. CHARTER COMMUN/CAT/ONS CORP. (909) 987-6275 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR LOCKMAN 8v ASSOCIATES 6680 V/EW PARK COURT FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESS/ONAL HARMLESS FROM ANY AND SHEET 2 E/TIWANDA AVENUE - L ARY 7 WA NDA- F_ OL 4_j SHEET 3 TYPICAL DETA/L & SIDEWALK PROFILE DRAWN Consulting Engineers and Planners SHEE R/VERS/DE, CA 92503 ALL L/AB/L/TY, REAL OR ALLEGED, /N CONNECT/ON WITH THE PERFORMANCE OF WORK ON TH/S 10281 TRADEMARK STREET PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGL/GENCE OF THE DESIGN PROFESSIONAL SHEET 4 TYPICAL DETAIL S.H. RANCHO CUCAMONGA CA 91730 OF 5 SHEET 5 STRIPING PLAN CHECKED TEL (909)944-% FAxr9N,94S8508 DRAWING NG. ---R C E No 42485 C W.L. DAA�f_,- 07/03/02 JOB NO. 01-3580 1781 RZ.a zcC;z--Doq ) 0 01v 0 (-4 (14 o � o � o � � 000000 � STA 0+00.00 EX. C.L. 'V ::) S OIN EX SO as v � � z y y O �� INV = 1289.73 CONST CONCRETE AR ' c -_ --r r7 r 7 rn �:b O fi 7 IIJ1180 00 04L 1-6/A1 14 sp I LEGEND f_aN 14*00.00 8E SM 14+00.W A91N rx cwp 1302,3V MATCH URR T r 02. 4 j EX5-2 0 14'�C�'l�' _� _,.. .i dEI 2.14*14.4J 14*20.4J ENO Sl"AL K ROPOSLrD 57A 14+kV. sr.*1c) IMPROVEMENT DR41W CONNECTION ORA/NAGE Y",A6 PER ON-SITE 4GE 1'44 M. /0�/.67 PLAN AND DETAII HEREON (& 130f,84)ja42.44 CL 50 0+0000 STA 14,50,W sm - i4+5am $rA, 14+50.00'1302.50 OwRFL .. .......CIDOwc(5) 1303, f# (& =130.7.36) E4 MOM(EL f 302.440 .....SrA,- 14+,710&-,CONSTRUCT PEX57RAN CROSS/NG-WARN/NC SIGN 13M.(Ft f303 58) 34 4 /CONS T 30 STOP SION sa 1541MM sm 00 4?')'el 3.85 X4 4 STA 0' 1.44260a�'E1577NG .OWERrvL r (& 1304.2,,-)DRI VE 4 EARTHEN 9A PAI IPL EL f304 TRAN 74-9a CR0551NG-ffAfiNN5 4� If304;A9),-,U - 15+n 175+74.,97 15+60.16 SAL S.D. 40MHOil ECT IN PLACE 4 130$18-.,1304.25); sr m 860 C, PROTECT 15*9.572 8C.R.05 55 T C104 72 1ASTALL A X66 64fJ 18*00. *m, is*m w STA 16*0.SIA(b n) Ft 005-611 & 13W,V a f,708.fit)(St 1".gqo�. 7 SrA It 57 IT C 04 t 7(51- 1305,93) 4&f6*4_JJr67 ETIWAND4 Ln % C.L. INT OWY-06.6 STA f6*0.L It 0� Q 1 t'1 .. .. ,- -- F - _ ...:. ._„: _ _ ._,:,., , , _ _ � h i- &V s rA f#+.v,w,, SrA -c� *1 J4: R J01 130643 f 4-- W7 W) 1307 JW I"48 a t16-47.22 f C _ El 1�=78-sm(F1 1306.59)1 05. TC.1 V6.02 F.L. 50 ......(b Ln 40)14606f SM -4 f7*00.0 PROTECT/A(PLACE S7A'-v 0*00,X 8V SM - 17+00.�O�-1. 7 17107.78 B.C.R. & 32 , (-cl 1306 13) EL IM8,18 66 FL. 4-07.49 TC109. 17,,24.61 M t7*,9510 I EX/ST/NC TINO WA MR KAZ 1308.821 CL Dwy W=12 61.'= I.V7$7>0-er .47)(El o 130,7 17+44.Jl ll SrA 17*0.dO C0iVNfCT _57wx- 7* 31' 0 171 .7 fT1ffANa4 AkF= ION C.L. INT VOPY-OY05 F.L. RZ =1308.,4 f.V9.R = JO',w J2.77,�IJO9.7�0r,' 1/7 1,7*71. ........75> O"CF' Ct OW W=12 17-�-74.45 +SEWER MANHOLE 78 PROTECT/,V PLACE 1020 TC109._r7- 18*05.06 i rjo $7A t8,'01)4Q0F!j7 CO: S7A 1,#41,00.00 18*02.53 WA TR 10 EXl5fi*�,#A' a 1310.28 X4 1.7 fa 88� EL wd.87�IR YA I VE PER 'R PLUMBING R1 17t 09 M 96 48 #0 PLAN +I (61� 1309.53 19*25.00 15-)12721 PROPOSED WATER/NT9 S/TLF SPIZ 4 C0NNLCCT101V tOfR RL UMBING PLAN (& INO.1&44,72 /<J) 18,L41.09 A 09 qrA SrA 18*60,4v S 7A -CZ D#1Y W=14 1. 131 f.77 13U., El f3 w. 3 44�1 2.Ys �,j 2 A f**/V 00 Sr fik f,112-52 18185.75 4,E4 f.712.08)CZ 0#'Y W-12 E4RTHEN Sftf 7 j.fA#LV.X rA - i0*os.0'0;STA S�A fg�X.< 61 1313,21 (EJ 13Y3,86) 13M.0 WA TrR VAI W PROTECT PLACE(b t... STA(b 46, 13 U M)EXISTING 01TER YA1 S to SIA STA 19 60.61 - 13 N 59 (AL f3f,537) el 13 f.f,IA?$7"A V-A7$.00'TZ(14 STRif 1917 Ns 5# (& "16.13):N), STA =AV*X iv 00 S M 20+00.f316,31 (V -1 _20*10.617 (Et 13 f6.32)f3f7 t1 . I,-4 E-4 1317 17)(EL STA -2V STA ,?V*50.00BVC�50 00 E4 131�88 C%' A­_-20,tA�W--rl Sr 1?0*88.88 (EZ 131$.18)CL 0#1r W=25 N) SrA PROPOSE' N, A!0 STREET T L IGH7 019;S7A #r2Y+00 rn s4 I I i <Z) \ - 1319 �& I.?19.76) &_ INY.431rVo&X 1.9.8f)(E4 13(b r f, Nj 5 rA SM 2 f 4-W. vc EA?Y171VG SEWER E4 = 211 f3.?O.9$)MANHOLE,7 7 211 tj EX-1517NG FONERFOY.R 21+88.9-2 (E4 -V 1,vn tt?)'INO ......00 NA HN 4 STAT =22+0004q SrA 22*Oa -r2 ti SrA - ��X 00;; O FJ' N,WA OAL 22*0,740 F1 .v 1321.45 4 - 1321.4.f L a DWY W=29 fZ7 L16HT PROPOSED 57R _-. ..STA._6 22*.JO,JJ P'TOR05CO WATT-22-�N.si B.C.R. E 132.?17 FL.22.49 T.C. §N6 PLAN y5 r.4 -22 00.&V'N q3 ; . 7 sm -2,?*M&v $rA 44-1%�00 COY) Fi. 3�) E4 - 1=49'�MOF�0)-�flvj 46 T C. SrA 0-C.F. O�,V.99 86W 47WY ti \ $rA �eV*74W C-) cl 0 > & W3, f3 C/� 1. m > D 4. (E4 1322.0 f):70 0.Z. INT D#r-2J.75�-L.Fri z z I - N JJ.10,' R = JO 22-Y,92 49 M C) cb, CD, (b Z < • 10#1y S7A zr23+0.00 8 rA 2340�00:• ',%'-�IJ2�40 TIC ST A M-�-00-00 EL 1=75,�:L 13120.46.m Cc -03StWR PROPOSED sr.4 -;t�a��fEdRowy rn I .18d • rn D C" G't m �<7, (b 24.J2 ONNECT11 NEW SER Y' TO SfA ...... ..C4 00 HISTORIC HOUSE)PZ USINC PLAN E4 41 57PELFT LIGHT (a 132,f.V)23139.32_T1 ......P0M5Rpa_f PROPOSED WA 0 0 .1 rA 0.x I0 . ...... CONNECTION srA(Nff 5CRYVE------ HISTORIC HQU'5L X m r460 17 PL UM91NO ......m _c� r4j go i. m EX 4177LIT YAZkL PROTECT IN ZAer m ZI HW WALL(b END IMPROVEMENT 2J*9796> 0 A k2 + 'W . SrA �=.XAodw` ENO MM51770AI_n rn (A 13-V.7q). HEADWAU 0 1! r 0 m ao (EL 0 0 r rW u) >m oF7 n m z 71 Z_.T 13 STA A L. C D • 57OR 5101v O o EX/ST/ST "No 11RO7)V 5,_ 04 A r 67 1 4 = _V 5 136 STA A 1, STA' 4 Ij 5 I 13 M, Sr r A.S M ri T:0 m o r .-__-_�, ,_-.-. .,_*_ _- --T . -__. ..r'- _ _,,. -. _» _ '. - - .r _. �.r { T. t L 1 Y, v O `� a.._, j � � : I d Z N O f 4I i, i \ L r ~ O 1� i. . �­,,--- �- , , ,, ? ,... - _ ,,, ,,. . ,. ,I- j 0 w Z I ' V O Q U n o 0 � h ..._...._.. ,_,,._.,... ,.,.,..,.T-.,..,Y,..,.w.. _, , ., , .t.-.-. ,., , __ _,_-1----_ .._,.. , K ,^ -:-1 -_�, , ,�"--,,1�_.�-,�".A ,�' , , ,_-,,.-... ,-.. -3 , : L,J ,_ 1 Z _ . m � w I ,- ­­� �_­i W N _ ,. .,,_, ,, ,,„ ,,, ,,,,,r_: Y, . , ,� c {. ... ...,. ,:a. ,,. a. ., , I :I ,, I ;O CT- UJ 0 7 (tU d fi.. 1___i,.._,_,___ ._,Z .r, .t., r. _ O 0 I 2r O L) z . I _r 1 O � � Q CA � QQ Z „ _ -r_•..+i-r"_v •__ Y'_+r^'TT"+ Y+-.:--r'_-._.r,_.+..T.Y--._r._..w._-,+,{_--r -,..t-,-,. _ ,_,..t.+-�,« -._..,,-r,{-,_,_ +-«_.-+hY---'�.?_Y'^,-t,—.-,-1�..+-� 1 T` I1 ,V V~7 U OJ w m _,. :._ T 1 x .,.. { - H LL .s..,. y._.. P- , , T"77 N "Io ZQ .2 � w ^` _ a j , ,t f II 1 o c N Z , Orn o , , ,t i W _ Q Z , (n o z N ,... �� 5 0 cr. t 1 77 Q L” :• 0 i o � _. 3 10 - OO a11 _ : ..__._ ._ - -� i _, .,._:1 .a , , ,. .. ,. ,:1 , t U I � 1 w 1 i , I .I. Y is I C :� �{� SZ f Z �S .__ O t t U� ! � , ; �,m .cz S;_ w r � RC 'p O Z _. ____ _,__ �d.tO+E'= d1S _"_ 1 * 00'00+f Z .D� .� U Z cs o c� h S LL., i 0 Li z .. 1 .,......I , .t ..., t ,°.,. N� . .. .._ ! ;__. , .___:_. w.:,,,, °,,-__., ,.._,._ _., Q d�'EF . ,7 .., _ + 00 SL 1ZZ �S I a � ~ W � _ t .Cs�C9fy'z= b'. S w _. _ _.,,. , ' - _ ' i j -t 1 i _ y �1 } 1-• t..: 11 t 1 I ' Oo osfZZ Des ��NEER * d," ,Y ,_�,..:_f,..,.., ,-..wr;;,-.,,_,.�} ,.,{:,. - ,,._,f: ,.,._ , ;. ,-I-+ - ,.�:_ w-; 5.0' R Headwall �oN5�- /bo)) Varies Top Of Headwall 1.5' To 0.67' Protect In P/aceb � 6' Varies 3.5' To 2,0' `D7 -6' ��2.3�00 �1 2.3f50 �1 24 24f50 Cobble Finish ,On Curb Face3'-0' REMOVE & REPLACE —X�o�� m F5 6" 6' EX/ST COBBLE F/N/SH h° � 1 Ul c, �Ulvert ce a" �j'>✓ L n Pl t x n I \ - EXISTING HEADWALL TO REMAIN t EX/ST/NG RCP CUL VERT Cobble taFini�05 To B Motch 6' TYP, PROTECT EX/ST/NG HEADWALL AND DRAINAGE PIPE IN PLACE4-#4 Cont., 12" Min. Lap, CITY STANDARD PLAN 107-C, #4 @ 24" O.C. Typical MODIFIED TO COMB/NE r\ Q TOGETHER - TWO STRUCTURES LO f< � P'� REINFORCED COBBLE GUTTER TYP/CAL SEC TION B SECT/ON WEW L6 " �N ('\4N II Q ��� �W SC4LE.• MTS. !� Q rD SC�4LE.• N.T.S. 4 TY FICA COBBLE STONE DHA/NAGE OUTLET GUTTER DETAIL A 56AL.E.•1 " = 20' 4 RIW i 5'-0' SIDEWALK o W E D/ WIVADA AVE �3 � 3 ' ` 4 Q 1303 TOP OF BERM o F Ca) RETENTION BASIN 14+ 00 V 14f50 15+ 00 1..3f OO SLOPES WITH OUTT£R CURS ONi-y Z o1 � 1302.5 FL SPILL WA Y off. CURB LIN£ lc LEVEL THROUGH BERM WIDTH 2-09 4 �9 i TOE OF SLOPE AT RETENT/ON BAS/N � I -_I -f- 0.59 � CIN CHAIN LINK FENCE 2 R w✓ _ �6 OF iia $ -0 SEC7ON WEW SCALE- A(T.s rc � Q) IN 0 �x o SP/LL WA Y ovEHFL OW CHANNEL 4 � II Revised Back of Walk Dn veway Grades at Dn veway Approach G W.L, T' Added Spillway Overflow Stricture, Removed Pal*way Chann% 08129102 _p Revised Section 84 REVISIONS DATE APPROVED PLAN WEW sC&E-1' = 20' C SP/LL WA Y OI/EHFL OW CHANNEL 4 CITY OF RANCHO CUCAMONGA ET/WANDA A VENUE TYPICAL DETAIL STA. 14+00.00 TO STA. 23+76.99 CONSTRUCTION NOTES o Q�oFEss�o,�� WIL8UR APPROVED BY DATE �C' �D �' CITY ENGINEERtk-'L� R.C.E. No. 24953 1g CONSTRUCT VARIABLE CURB HEIGHT AS INDICATED ON PLAN FINISH CURB WITH STONE FACING TO MATCH CRC STD. 105-5 �' No. 42485 DESIGN PREPARED IN THE OFFICE OF RECOMMENDED z �o 1 * Exp. 3/31/04 j C.W.L. LOCKMAN ASSOCIATES DRAWN Consulting Engineers and Planners SHEET �f1} C'vI\- ^�\/ S,I.H. 10281 A TRADEMARK STREET 4 5 � NCHO CUCAMONGA CA 91730 OF� OF CO-CO--�` ' TEL (909)944-6988 FAX(909)948-8508_ CHECKED DRAWING N0. RCE No 42485 C.W.L. DATE. 08/29/02 JOB NO, 01-3580 1781 ,ov .o ; G) ti I , �,, ., ,O yA � � � � Q00SG) 0 (9 & G : () o r - ti ti ti A.�§ p �o p --'� p _0 * . , I1-1-----_- - ST 0+00 00 EX C L -- 36" SD �� R R) �Z,oi O �, " 4 JOIN EX. S.D. a s y � r . Z nq I'll. V a. INV. 1289. 73 o c c c o c c c c a 0 11 11 " ,, CONST. CONCRETE COLLAR �, z �, n n n � o n n n = o I �, O � � � - % C y ' Z � � p -A A . rt- n U) � ti O � o i 1 � ~ o R �- -� O 2 � a n O O Q) "� _ Op C n O O '� "y __ 4 1 ; � r` r n y ^� 1) L , c o T - --- �. --- - y F 1 � l'�l, � �t j p ,' O O ^Oi Z p lir _:/ ��f �. �'r1, L.: ;,. r 00 k �' ui � ' � C ^Oi n n �13 � '' i i; 1 i \ o , n Z �, Z � Z Z � , i r, 4 _.___..-_-._ __ �' r i ; � I - �_. , _ ___, __ __-___- .1 _.. :___._..__, .._.., -._ .. ,__m . ---.. ._'_. - -_._ � O O O O& O Z 13407.68 $ � g � a __ _ _ _. (��1 � � „ n c,, O 2 n � O p ti O �+.� H ^ g r <z Q) � r� I -c p n C 11,'�' e 13424.41 9� 4' � �{ _ , V C-) O O O `��' �' (� w _ � h O v y Oti 1 _ .r V � c O~ z �u O o oC y X 00 14 o ) : i t n �, ' , o , , , 'K v i c= ti y n0 1_ ._ _ O `fes. Z �, . rn � O� 1 , ! i.... Z � � � l � BEC/N TRANS/TION � I v Jon>aislfnq C rb I ' O O n � __. i ,. , , /4*�MW ; STA = 14+00.00 STA = 14+00.010 JOIN EEEX STA = 14+A0,00 I. ._ _ 1�.�kw ,-- -1- a_,. -­_.. - ------ . _.___ Am Er cidw ; o �' ; & = 1382.32 EL S 1302.60 = 1302,76 i . i 14110 4 v ; STA = 14125.00 , .� t /NSTALL A SRI I PROPOSE S O ,. , V O SIGN ANO LEGEND ,; DRAIN CONNECT/ONej , 'ZiUt C 0442,44 SL? " PLAN�NO DETA�AHEREON „r (C = 1302811 I i v /NV. 129167 L = 1301.88 O :A V ? ,x C v CL SD 040000 _ = µ j : ! �: EL 1303.19 8'L 1303.49 EL - 1d+5O QO' -k 7A 14.50.00 STA 14 50.00 STA , � S % , �o O O 14145.4/ r _ END S/D ALK ; o _ , _ 1303 TO IMPROVEMENT ( I (EL = 1302 bkt) (EL 0 1303 Jv) � ..,, . � . EL = 1302,49 f ST 00 1% c A = 14+75 �_+. . 1 �' 'I CONSTRUCT PEDESTRIAN i _ SM = 14+81;28 60 ?� �, �, ?, y , EL 1303.57 L � CROSSING-WARN/NC SIGN v ,,� (EL = 130359) 13031 ` I 1 O,- + STOP S/CN V t. >_. , , E,L = 29 o� �' Vl j STA = 15{610.0 _._--- _ _ 5TA = _:_. . --- _ __ ___ 1 __ -___ __. - ---- - + I--..__. f 010 5*X. �_ �' ,;, $ EL = 1301,?85 = 130438 . ' t :� O' t . . f ,. . , , I• r, , 15422 99 ' STA - 1B+2�T OD I� fi. _ EX/s/NG w [ CRM/G 6 EL - 1304.29 °'`� ! a _ _ . ti ORl I/ - (sl = 13ar2rj �� i { , EARTHEN SWA[£ i -( � _ { i _ , t F srA = fs+so 0o i_ _ s*A 15+50. __ _: f . , . _ _ fi1. 3 CONSTRUCT PEDESTRIAN - '� o _____ __.- v EL = 1304,74 EL = 1361527 k p �, CRO S/NG- RN/NC SIGN I a�(EL ; 1300 59}' ;_ _ ;. - . .. , , . . ( - 130l52p) II ,. .. r- - ti p 15474.97 STA a f5+7500 . ,__ t . s / /N i s . _ ' .. S.D. AGWHOLE EL 13G1S f8 r ' (EL = 1304.25) Sf3 ' -: r^ a 1549 72 BC.R. ``` t PROTECT/N PUCE i *87a8BC1 ry , I STA IZ,m 0555 .0 04. .L. Et = 13.9 319 ! yJ /NSTALL A W66 643 \ ( ,v SEL - 13 � ;-.. ._. SEL - 1 a+ObO�p STA = 164DOOp, o 3016 f6 �L = 306 55 5 , o O j_. , (EL = 1304!97j I. (EL = f301S>&} „ °; R! IN I , r. , _. STA -T �. �"f . 1 5,06 a EL = ".0T C-� 0 C,F. c� � 1 . r' �` w ��, (EL $ 1305.dt?) �� _ . IR, I 1671 67 ET/WANDA Ab£= ` '; ;!, R o ti ! Q. a Cn C L INT OWY.-06,50 F,L C 2 � i STA - f6 i - � 8150 kn rn z 150 4!p r--S�T-A - 16+50 CEJ STA > .017 �O Nj Iti o W = 34; R = 30' �n y p� I� v - +.... 1 ELs 7.15 ;. _ _. �L 3 _ . I_ L . 1 1 r. O � �, (E!_ ",� -• }- ( L = 1307:016} i.. -- - . 1307 9 0 0„CF ^i 3E � �o I ° \ o srA = 1s,475a�rr 0 °. � r� � ,;' N EL - 1306 T8 1 . _., .... 4 ' ,. _, ,r. rtz �I O 16487.56 r - I h 1648659 I (EL = 1361 659) i 1 -13 N EXIST/NG S.D. l , , STA S 17+00 Ad STA 1P+0000 Q � EXISTING POW P L£ c,� l V _ . ,".,..16#k;w?2 �____._ _ „ ^rs- MANHOLE O - 06 85 T C 06.0 L. + PROTECT/N PLACE N i _,_..._,. _ .,. ._ $TA' = 17+0'fI 0b __. .. .. - Z B T a o * , ►v EL = 1307.-V EL $ 1308.34 EL = 1308.18 _ _ 17407.78 S C.R. p 'C 0749 T.C. 06.66 ,L. ! ,i; OI.- t _ = f"..f-?} - . . _. > - _...17420.36 f.EX/SRIV6 WATER RZ- / ,`r 1742461' l.. ,,,. STA 171. OD ,. STA - 17*2 . ,,,,l�..1308.71 LC. r ,, CL OWY W=10 o c.F3 i .- a `'' (EL = 07.41) L.:. ._ L 1 t .. ' .. ..9 I. U d, _ .. 171 44 J/ ccr�y PROPo S w STA - 17fSCI OD j ST `` v Y.. ,- A z 17150 OD MSC h STA = 173"�7 00 17•,52.79 E7 AVA AVE= ` + CONNECTION 11 1 ' C . /NT. OWr-09.06 F. p # - 1308 76 EL 13119.15 .. ; 11 L = 1 W = J2,77,' R = 3O' ,_.. ,. LCL = 1349.93 _, E 3o93r 1309.81 T C / (f L 13118.39) 17471.17 „ - +..._ > STA = f7*75 00 _ _ .. STA I7t75.D �"i 0 C.F. - . . - CL OWY W=1 �., 17474 45 EL - 13W,51 , EL * 131© 1�1. �` - a Rl � 174 ! XIST/NC SEWER AG4NHOLE v (EL 1309 8$) I w ^ O i , � PROTECT/H PUCE STA = 18+00 00 STA - 18000 Ott EVIG' STA. $ >8w !... h 10.20 T C. 09.37 F.L. S4�, 18402.53 ! + ROPOSED WATER N .__.. _. .._._..-._, __ >_._. .._.._._. __ w._-__..._._. _ ....... ._.. . .. ____.______ w. CONNECTION 4 jr 4 '✓ATS- : PER P[uuaiNG PUN EL = 1310.26 �,, EL 1310.512 EL * 1310.67 °jisT/N ° J 16'42721 - ° (EL 9.53) ( L r3>oga� 1A(� 1. 0 `� PROPOSED WATER CONNECT/ON _ PER PL UA18/NG PUN 5TA 18 ?5.00 OR4/N S/OEWALK . . , . / l /jrY EL= f311:.l (EL 1310.95) !�) II. 184 48.09 w . STA = 18,450,00 I STA - 18+80.OfJ _ . + O - STAB 18 AO 18441.09 CL OW/ W->4 O �_.., _ EX/ST/NC POWE PDL£ + ( _ ) EL = 1312 41 ( ELS 1312.13 v, EL s 131 1.77 P 1 ........,... �rn I 44 j �� EL 1311.81 (EL - 1,312,V)__. .. , . . a + t 23' 23' 21' .. ,. _. 111 .. , . 1. y. 1 i _- q,^ S'TA �r 1817500 . � �L6 o , 414' �a ;. . : EL = 1311.52 , . ,,. , _. . 1 :. , . { 18185.75 ' (EL = 1312.08) , o �ICJ 1� lj CL DWY W=1 v ,.. f. _. o C ti \ EARTHEN SWA[£ ko (0', STA = 19,401.00 STA 19+00,.0 ; 1 ._ -.__-_. STA 9! 01. ), o o - � � * Nj � j"I I ,,� _- 19405.1l� �' i ,E 1313.21 w j EL = 1313.90 y EL - 131365 a � � I _ } a a � � i- WATER �AIW °1.. (EL = 1312.82) ' . ,..,. - (Ef _1.813.88)' . , _. _ .. .. .. 10 •,, PROTECT B PUCE O; I ; OO III 1 .112 STA = 19#425 00 00 ,... .. . . ►.�. I.. ,. , Q (b � IIII- MH � ' EL = 1313.50: I �... -,I- I �j�,' .-� .. *-I- > 6.46 f. (EL = 1313.66) cep O' III TING WA E bAL i; { ._. .. : - .: . I ao I I I rn Q i O �o SrA = f9+50.00I. STA 1.9,45(1 oD $:. , . STA = f9*50 00 I 113 � g � � �+ ELS1314.59 EL _13151? ' O . I o is ! ', (Lrt t315.3T) 1._ III ' . V 'It III ; - O � J9f7?.76 ;;g STA 19+7:SOD .... _... t..., _.,.. ... !. �, III PROS sT zw1 I 1 I ti - ' 1 � . , i O ; � - . _._ EL - f31561 5. (EL - 1316.13) �., I �, N s �� - STA 5211+00010 j. i ,, { ^� �i� � �, - � o o O - ...___. STA ZD+0000 _ �._.._1 .__,_.__.___...___..._._ ,._._..______._ -_ _. t_._.__...____.___ ____-_. -. _ __._ .. ` J �/ �I ! Y� � EL = 1316.37 . EL - T . I v 20*/0. w [ o a 01.. (EL = f3fS.32} - 1316 ; O -- ° t -. � O ti o' U � � I., SM =2v+23019 (Et r31g _ y J % I �, EL = 1317.11 i. , Y . , , , ... .. \ !'r , t. � � ti 1 ( ) i , �a - EL - 1317 f7 I J� \ I i � J 1 1 17. , - � STA 20*30.00 STA =20,450 M BVC Q �� °�, �_ i ! 1 f 0 EL 3 86 _ - . .. , O { i (EL f31T.�i,? r (Eb = 1318.0 . �) . C ti I - _ _ v I rn 1 I i' 1 I ;. __I,: srA �2o+lscwd srA 20*rsvo . . .._ .. -__ I O �. v E� 131861 EL - 1319.10.. :r- I __.,..._. . , . J - jti % 2048888 (EL - 1318.18,1 �'I T STA =21,4(110 00 cn "` 'STA' -21+00.00 MVC ' 'cn i > 20492.?6 ' I�, I ,, ", CL OWY W=?5 N y I_ # i I �^+ PROPOSED STREET L/CHT V �i 4 �- + _ r___ 1 � , o '� I ' " ti `� EL 1319.79 S�`A =?1+00.00 I + ._ . _ .. ....�_,_. .__,_ . _ ___ --,+._ O � _ \ _. . EL = 1319. 16 _.__ __ EL # 1319.5? 00 _} 1 O O ( 31 ) !�' ( = 13196) �+ °,,. EL f 921 ESL 7 N(c , ; STA =2f;23.010 � F� ' STA =2f�25.00 __ 11.14, . . 'I' , `v 'i a E! = 131971 EL = 1.�2Gi44 't.:.,. , e Q _ ll� o (E� 1319 81) > 21460,63 _ 1 + c i � ! STA =21+50010 STA -2f,450.Al EVC .. . . . , . STA -Z1,45000 f ,_ EVSTING w- cn c EL = 132428 E,L = 1321016 EL - 1320.41 A/ANHOLE O ( _ ) (EL I.MiW3 , : EL 1320 313 h - `- ;: 214 339 STA r21+ 0.i. , , 1 i EX/ T/NC L 7 Gw (�. y , . - _ it E % Ei= i32�0z w 11 S G/S 21488.92 ( ) N _. _ _. a tr,P EX/ST/NC F/R H N -- .. ti +� FO 1496 ;ti �V i STA =a2+00 0� STA S12 toQ 00 S - s Z2*X..GV rn + __ _..._ -- --- ._.._. ._. - _._ .._ .. FJ+ ,p EX/S/NC WA SAL �; o 'M- -o z 2240740 EL = 1321.45 EL r 1322.,A6 Et = 132145 i p b \ �. 4 `� L Y = ° (H - 132E 46) (,EY s 13x�?.{1 _ .9226 - I c� < �-lb- aro cin PROPOSED STREET L/CHT ._. i ►u i V .; .. , l .:._ �^' v, - O STA =2Z,42500 . . ^ 3 \i ' 4 i 2?430.33 1. 1322.1 t O `� '� d w ?2+j9,51 B.C.R. 1," ± �NN£C710� (5"� = 1321' 616 n __ ._ 1_.... _._._ ._ .1 1 'P,y/ N yY1 / (� 22.49 T.C. 21.66 F.L. ER PL UA/B/NC PUN ti_ - _,. _. ._ N `�+ q ' ti f✓'4 00 $ -22+5004 t SM =22+50 A0 a33 C STA =2a STA m + h _ - _ EL 1322.76 EL - 1323.48 w EL 1322.48, rC t._....,, . 7. . ; ,_ ( r 132 .10} s 1 __ -- .. ,_ .. _. ? 313 SIB 1324.46 T C i S = 0pwy CF -, = + .. . (Ft ) _ srA -2r vD at .� R o o D ;,, _ EL - f323.13 z u - Frie),2,,_22484.,50 \ ' ` EL- 132325 r �» M D U� ETIWANOA Ab2�- _ ._ rr^^ 77 77 z z � vJ L.-INDWr-2J15 , ;. 2249249 (EL = 1322.81) . . VE s 13 2.56F� .STA =2Z,49?49 m O W - 33.10, R 30 - N Z < C[ Owr w=2 ! STA -23 00 STA =23*i.0 X - rT, y 132514 TC `� I + W I '` �_.___ ._.,__... .__.., , C.L. DIrVY + sr - 3*�00. _ Z o o CF, o ,� , _ .___.. EL = f323.74 EL = M.M.58 EL = 1322-75,r4.. ----- 2 __ ._ � r--- m c -i 4 1 ;� ,. o P 0 OSEO EWE (Z; (EL r 132.E79) (EL = 1321+1.391 ,. i S'T.4 =83113.99 ECR DWY r,r , , -� I : ;. (CNEW SERE TO ;.. STk =23+M2500 4 ., 4. 7. TC. 4Cp 11cax < 1;I H/STORK HOUSE) EY 1.?223 , . . i, i� A. rn 430 00 s _ .... F�j ER PL UA/B/NC PUN1. �I y y ROPOS C/ s !,4 I 1 0 o � . v -� , 23435.09 ` . ?3439 3? (EX 1324 2a) ., I V � EX/ST/ C PO L & PROPOS D WATE �" � ' ' �ti,, 2 CONNECEt/ON STA =23+29 5f STA -�3+50.00 _ _ ,. _._ 84 . STA =23+50.010 C� f �..�_. _ _ �; ANEW SERNCE TO T . v H/STOR/C HOU(S£ ; EL = 1324. . L - 1 E- 1 o 325 f1 Q 2340.>7 ER PL UAB/NG N E P, Z > D (EL= 13x4. (EL = 11325. W 9 n PROTECT/N PUCE ^, I i1. ___ _ I_.. N -g _ '- m z m �` � Z z � � _... , STA 423+76.6:9 STA =23MT7ty O N A n n O z 23176.99 ti ; 1-11��A - O n HEAD WALL n � 1".13Ar. . I = 132519 -' 0 7 P ? ~ O I END /A/PROVEAIENT c (EL - 13).. _ 1 ... ..L.. f� AA`` _ ,. ,:. _ _. ._. 1376 N y z n T O ti 1 `V ? V I.. _ Hid vla/� _ _ _ ° x ; 9 ° (/? c Q y 23497.96 „ / O ; STA �24+00.00 9TA -24+010.1X1 Q-i co D A W T y � ENO TR*V51T/ON, , � � �iC + . �' ,� �__ ..___�_.. .___, _____.._ _ _..,_. .ESI -------------------- .. __ _ ..._..___. _____ z -- m 3 - �� o EL 132681 HEADWALL �+' m ° �l ' - ( z N T C ... 1 _ ' (EL 318� , . .._ , ` w .11 o & ' Y + C n 111) ' \ I r L`�` N N r t,. w ,.3 .,. .. . , ,�' D - _. ZI I Z K 114, I1. 1. - ;`^ + �--) ....._._ .- ff o cn T . D I , O ,A ��+yy �7 S r, C p 0 r.i.. ;. . D 1� n frl r* D ri m . 1� v , 1 o r � i � � z m . c _-___________-. __.____._ I . O _. . _, � D1. 1. I r* n� ' CJi c coo ���**....,.. ... _ . 4- O z � O _, �. o � , 5 I : , ,� _ � } r ... 0._ 1 - ..t ... , . . , �. 11 . _ . (^ o a 11 o� o 1 `^ ,. ._ {y �� � � , t. I I � y c cc ? , o ._ ______-_ -_ __._.___._- _ __ __ --_ _- -_._ ----- .-_-_ _-._.-� -- _-_ _ ____-_ _ __ _. __ ' ; I � * � o , ,j o , � � � � I I t .. '.-.. , _ _ -, - , -. . _..._ _ : � n Z I r^ I .- i r` ��, O Z ,a , , " , O I , o i � � o ti , E ---- � _ , I- 0 t ,�,: j z c� c) . , o �� ' ,, I S --I i i , „ ,. . I . O i � I I „ z o + ; - - - - -- - --- -- - _..- i_-..a -- --- - - ------- -- - ---� --- -- - - - - --- ,j i a -0 O, 1 Z QI 11 , � / f ' ! � I _ _ . . ,. _ . , ._ O _ . o U� ( T � 4,,-xj f.. l _ I W 1 j 1 . ._. .. _. , , i t \ 1 + r • . _. : . .. _. - , - .. . . o � v i j II ;r Z 11 _ . - , S,, . I ( ^ }. v . - � I , I r I 4 O , O Sta. 13+75.OG► ,. I I i , _ :. .:. STA Q'tS+TS.41T w.. t , i _ � . yr j f , _ �� ;I Sto. 14+00.00 'Q' o ` ,___ r ,� _ r O O ' o O t { - . . w � _ 01 � . , . I 5 ' �, n st o. 14+25.00 I I� � STA �a 14f ` ? : . 1f, 1 . �- ! r , , :. ': ,. ,.' , sf,o �- 14,f 54.00 , , 06;cs� ; , 1 O r O Sta. 14"f 75.00 i ,_, , I 1 i _ , I 4 + -. 1 a a , . ` 1 , i , ,j 1 I { /( , i Sta. 15+00.00 " } �__ _ i_-�_ + .._ -+ -- -- ----- - - - _ - - - ---+---- y_. .� ------ - o y O �o Q . ,I., _ . _ _, t , .,. _ _ .._ . _,. 1 �.. ; , Sta. 15+25.00 _. _ ._,t_. __ . ,.. 4 +. , j , CR,4/G I I , ORl VE F I { i .. __ d :I Sta. 15+50.00 � I I :._, , I_ ,... I _ �... .._ .._ .t... ., .1 _.. -_ .. ._ I o ±` q _.:. . , l O Sta. >5+75.00 k.:.._ _. Sit >SOY? I � - 4 ,f[, # 13a _ I_ . _. .. I O o _._ _ ,. .. , , r . 1 o I Sto. 16+00.00 Q' t �„ � .� i _.3,_ +. _ + + r - { w_ fi- p 6 O ? C� O O' ,, _ , .. .,. _ __ 1 ' o., ;j Q i ; .r .. 1 - ' F ..., '4 b .. c� C Sta. 16+25.00 �_-. _-Y ,. STA _>6�23f • rn 1 . _. _,a �.. EL;� 1� ,_ . . U) , , �, , - w I I , F . , , o d ` Sla. >6+50.00 a 4- rn s. . a, � I , I i ; , - v o I a o o .�. I :-.,,.,.. _:,.--. - ..,: - �,... - l.... .. -.,4. - , ,_ ... ,t--, - F.. , , W I i r 3 II ru n Sto. 16+75.00 ; j,.. . ,p ._.I...: t .. w,_._ z .. �. _ _ �. , \� \ (� N J /r -� p .. r t } j I S' , d. , Sb. 17+00.00 { ; � v _._., _.� - -._ . . _r - -_ ... r.1 i t�O 1 1 -r«,.�-.-✓.- -,-......__..,...,..a-.»-r-4..-+-._,...., ._ -_ . .-rL.-._ .y_... ..A. .�... I �` I } + o ? O, Ir _ I p � O� 4 a � . f � ;- t , m { . .. /� ` CI ' Eta. 17+25.00 I � _ _, { . ✓ �J .' o, „ E 1• { 6 __ - - „ 0 v _..._, �n vJ v, i - o . A \ ,_ n ,... , 5 -T, -, Sta. 17f 50.00 I . - " O ._. _, .. ,. - . - , T V I q i I I r W _, : . -- - - . ,:, 1 9 w - 1 4 o O Sla. 17+75 00 �_: _ t..,_ STA fT� b. j r _ j ,, I . a� =13x0 00 i .., *_ ,. . _ I• .,, .. ., .,, �... ,I_ ,.. ... ... _ {.. _. , .... , ' { �1 1 r { 4 , l t , Sta. 18+00.00 �I �, O` I i _..r• f -+ o ♦ ; _-- _ - ---_ _; __,�-,--_-- - -_---_. . , _ -.� v_.. - - .___.._...__ _ -_,__ -.�.��n_-- = - - _-_-. . . o ' j I • O ,, , .. ,. , . �I __. O; ; 1 ; , } I , , j f , Sta. 18+25.00 i.. _ _ , ": a 1 I _ I I .. ., __�.__ , }., .. _ , ._3_ . _ .._,.. rn ` Sta. 18+50.00 1, � I f `_ ,. .., _ s. -.. ' y. 1 1 VI : 1 I 0 44" - - 1,.. ... _ . ._ , ... _, , , ..- - O (...,.. }_ ,f _ ._..... - 1 , y Sta. 18+75.00 ��7 1 ,_ ,,. �. ,- I , , e�4 , , , , . ,. �4. -- I Sla. 19+00.00 __,, O; ? , I STA' 19 1, � � 1 I-'-"-' - ___i--r.-. ..-.-i...-•_r+-_,_�•-__ •:---.F...-�»_ --.,_._.. _ .+ _- , +._-..,.+-•--..-.--_. ,-.-.-i,--__-:-;- _ ..�--.:_..,_,____-' _ . ._,.- .•--•r - _,__•.... . °o T ' 'L 13�?&� O ,: , III : ,- y... ,. .4 _i M, 1. ; , I I 1 Sto. 19+25.00 _ _. I ,.. . A` 1 , �. i o � j Ul i { .. ; . ! ,. : .,, 1,• , I , .4., L. ' O f° ->' Sto. 19+50.00 � I I �� , O .� f _ , .. .. ,_. , S , Q o _ .. . , �- }. , � . 9 5.00 N Sta. 1 +7 STA 119r7,5�lX1 `r I I ., � ,, ,, ,. .. , ; { z• f S v o-� . 5 r 1' II * W - , . ... ,.,_ ,., .. - Sto. 204 00.00 ST, e'�+00 CSP o , O .- _ _ . _ _ _ __ ,_ _ _ _ , __ .__._ -___ _. ,_- __. . ._ �_. _ _.._ _. I M_• I g '� ;� t _ /314` '- ; O ` �� , Q . I r 4 8 G f 1 d V St . 20+25.00 } II _ . _ !. i __ , ►V a , . ... _ __.,._ . .. ,, a I i n .,_,. , :, -, , : . . ._ _ I p I I * I ,. II , ; , �. .. 1 � 11 ti� , O Sto. 20+50.00 o ! h* O � :. ... .. . .. .. .. ...,y ...... _ , I : J1 __. ' . I i 1._..._ A.............a-..:...-,.- ,4 , , - ., _ -. _. --,.I. ..r.. 1... - ...+a__ .y. _ .. ,... . ,i.. , r , ! ... Y i. O ' .: 5� + o �. ( Sto. 20+75,00 ; i ;_. } � . �' ,, .. . n I I 1 I I I. ���� i i 1 4 IV, ,_ :_. ,_,-._, ., , w ' `. ' 00.00 ' ti (� Sto. 21+ * v i -__--_ _-__ _ ..__ __ _ __- -. -_. StA 21� __.-_._._� _ __ �_._r~_-�_,_.-_--_ _._ ,____ .. . , o j i . jo O f 0,,. �... ,. „ i _ ., y I t `` Sto. 21+25.00 r «: '.,. _ I i ,: ! cs' 7 ` I --- -- _. _ } ._ I Sta. 21+50.00 ti _-,.., .. _..,_ ..- .. I ....... . ... ,... . . . ..- _:. _,4:, _. _,., , +_ a i I O . " I , I ,; r $ 1 1`:f St a. 21+75 00 - qq " r t TA" +� f1Ct f ; ..- .:.., -. ..a d T _ �� �F '$ .. _. i_. J /ti �\ Sto. 22+00,00 I ti N �._.._�.�� _ _ _. . _. _.. STA 22f AD ___�. _�. _ . _ /� I `r .o o +p i 1.�.22.Z5 O � . ,_ ;,., '� - ' - '^ ' }• r f w " ao N I < r r� Sta. 22+25 00 l .: > .. +. .... : , _ - ...,: „ - y � ' : �. �, f ._ 1 0�' _ " ,_... _ _. - ..,.,-_ ,. .. .a,. _:. -.t: - ,. w. i . .n -k r , \ A I ` f 1 1. - N __. .. _ _. f.. - .. . ,off �f _ � a.. .� �_. q Sta. 22+50.00 j + _- .. _ .._ . I A. - ., - . -. ... _. - . . _. . 833 �\ # � j_,. 1_.. �. _. , _.,.__.,..,, l I . 1, I I o o Sta. 22+75,00 I 1 a.. -. . .._ ... ,... STA` X22-AT5.'t ._. C7 D k , t� D -0 r/� + I I i ' � � I A`I I ; : EL 1324 B4 o z < y Sta. 23+00.00 w W I j sT.4 . - 1-- =. +oo ora + - o _ °o i - I � : . I ' � ' i m �, -� I «._ i , Sta: 23+25.00 _°~ :: STA' 29+25.AD . -1 , � -. r_ . . , ,-..-_ - ... .-.._, . ,•L 1325.3.,.. . . . _.. 4 .,.,,.,,,, " .. .._: -. , _.. _.- ...-._.- ._. _,-.._.. s 70 I � % .'j ' :. _: ._ .; r-+ -T -. f , M 0 0 � ## w ? i i I Q) 7 N c �` I \ - _ - _ o , D s + 4. 0 \m o L, _ 44 A r - D t t o z o �, _- _ _ _ _- - - _ a_.._ r. __ _ .. , __ __ - ... _ a -- x -- O Z o N � o > m z m Q z I ++ N 'n C 7 O U) Ij I 1. O c x (a (�j C) t 4 (> > Ly_ -{ O O -F ? '.•, A`I .} ..-.. I -.._._ .-, _ I .. _ . r .. .. .-4,. - ..._..1... _,,,... ..,--._.« _. _._ .. ...._ ,...-.. D O I V Z m .. (._ v I rh V n � W r) T + �1 j-..� ._.wi1.:+-_- ."_�-. .-"_ __.___..._-�. -,....____-_------_-i-----•• _1-----:.__._..__i.._._ _ __ ......., __..,1....a_._.+__.�.._ , z ( A ] V/ - I O T -� µ Oo D m v O O j... „.- a _ t..:. , ., {:_ . -..... . _ ., _. » _. u o 'n C7 .. I Q „ :. � /'� m 7 ,l l... , + a;. ... . .�, b s i _ __ t, .,.. ,_. ;. o A w , ; _ . �„ vw, y: , . . . _.. I. . z m D -�,_ ,-- - . ! , _I.I,, . , D _...+..- _. t . o _. .. .,.......:._. o �, n D -, . -_ - - -_. _ , _ - . , .. D (J r-I n m ml C Z D I r , , 11:4 . �, - 1 J _ _. __ , . . .. o ? i . o _ m -41 -D !_.._ ,_:- .._m- .I-- .. t-..... f . . . .a... -,,. ... . , 4-. . . .. . e I .. ..._"_: . 2 O 4 ,-,-- ` ,.._..__ }..n_-___._.,.�..._..._....a... .a-«.,..__a-,-,-.__,w.._.._.._.r..µ...._ ,...-......_., ..a_..-.-,.i-.__,..........__ .._.._....-w._,,._._-_.,„.._-...{,,..._.:.-w....,.:.«:..-...s..,..,..:,._-_•..,,. _....._ ..._-,-...-..,,. ..1--._.. r-.....L-__.. .._-rr- •.......,.._.,.0-..,..,-._._...,............ . C 1 : �� of 1 f f 4� — — 00 _ � 23�50 � — 2 2 0 — — 24+50 ( i REMOVE & REPLACE /4(N�W F �EX/ST COBBLE F/N/SH G9"� � Top Of Headwall 1 /PfA Protect In P ace R DWAL L T REMAIN P5 0� VARIES -_ EXISTING C PCUL VE 32 MAX. *PROTECT EXISTING HEADWALL e�00 Remove & Replace f AND DRAINAGE PIPE IN PLACE � r0 Cobble Finish v U) Q U-) co Culvert �� EX;gtin In Place 06' ms's h Q"� "� Protect ^ � �� + Nom ^ �, o r Cobble Finish To Match `O `O "� II Std. Plan 105-B Cobble Finish T— Std. Plan o o Match 30' TYPICAL SECTION B TYPICAL DRAINA GE OUTZET DETAIL A 4 SCf-.-1 = 20' 4 D Tl WDA DA A VE I J-- 00 14+ 00 14 f 50 15* 00 ����C' �h. 14f4541 f , EL = 130229 INVERT ,R = 1302.79 TOP OF CHANNEL CURB L/NE I R = .0081 v R/W Q.- O Existing Tree To Be Protect Inploce Along o s �O Entire Length 00 L � � co �O W �' N ^O ni Q "4, o O O o ( h13)1 W O 410' Clear 4' II II II �� II II II ^ II II O II , 6' 2/ Z II W W V W � W T 6" x 6" Welded �4' -? Ex. Grade Wire Fabric —4 " PCC Channel 2000 PSI Min. REVISIONS f DATE APPROVED ' 2o C TY /CAL SECT/ON TY OF RANCHO CU CAM ON,GA E7�7V.VANDA A VEN E TYP/ LDETAIL STA. 14+00.00 T T . 23+76.99 CONS TiRUCTION NOTES ESS/0 .y APPROVED Br _ DATE L` CITY ENGINEER R.C.-No. 4953 19 CONSTRUCT i/ARIABL E CURB HEIGHT AS INDICATED ON PLAN FINISH CURB Qy' tom► r � DESIGN PREPA IN THE OFFICE OF RECO M DED WITH STONE FAC/NG TO MATCH C.R C. STD. 105-5 ,��� �,,, _.4 85 z � xp. 3/31/04 * J C W.E LOCK AN & ASSOCIATES J, aQ DRAWN nsulting Engineers and Planners E E T �'��� (�\\./ S.H. 0281-A TRADEMARK STREP RANCHO CUCAMONGA CA 91'30 OF OF TES s X909,94R 85C)R CHECKED DRAWIN NO. - No 42485 �. ATE 0 02 _ JOB NO 01-3580 1781 P-0W 2 0 0 2- 00 ,q 10 C.L. R1W C.L. R1W 4.0' C.L. RIW 4.01 A11 - r4.0' C.L. RIW 1 3.01 21.0 2-3.01 2-1.0' 2-3.0 2-1.0 - - 2-3.01 2-1.01-- Q ra 7.5 4 .5** -75- 0 -4 . % 4 51 -7.5' 1--0,5' IZZ 'P. C xv. -5.0'- C.), k V\-, 'C Aj - .5' 4% 47, NO lel V V. 0 sk6I -5.o'- 51 V .0, rl V 29 29 0 4-- -2)r CD L_j 4 QT b S% 4_0 S11 Sta 14+ .00 V Sta. 15+25. 00 Sta. 16+00.00 Sta. IJ*75.00 SCA L E.- N.T S. SCALE- N.T.S. SCALE.- N.TS. SCALE.- N.T.S. C.L. R1W A C.L. A R1W C.L. R1W 4.0'- C.L. RIW r4.0' 4,0/ 4.0' 123.0 2110 _23.0' -21.0 rZ i- -23.0'- 2-1.01 Z2 i - 223.0 - 221.0' 1-0.5' .5' -7.5'1 -7.5- .0, I, IX -7.51 C�' C L�ty" �6 �.1 �v� ; ,�1b �'��% . % 0� ,y ' �9 5. O '(� �•�, c `'f .5' V, jZ I L) CY 1460 (?p C_ Ilk, .0 4 Y,,, 0 A �9 5-' 2.9 2X 9 _51 C> _0 L 1S05.23 F.L. IVII QQ C> C, Sta. 14+00.00 Sta. 14+75.00 Sto. 15+50.00 71 Y) Sto. 16+25. 00 N.T SCALE. N.T.S. BEGIN NEW CONSTRUCTION CURS & GUTTER IMPROVEMENT SCALE. S. SCALE.- N.T.S. SCALE- N.TS. C.L. R1W C.L. R1W C.L. RIW A 4.0' -44.0 _T4.01 C.L. R1W 2-3.0 --- 21.0 23.W- 2-1.0 -23.0 21.0 A T4.W-- -7 -23.0 21.0 1 -7.51 L.51 7.5 .5- -5.0'- 4 0, [--o.51 -7.5'- IQ A Y ��3j/I C�' -5.0'- .01- IT- CT b 2X \j /0" A A 4u 0, Ad 3- 'tt Y_ \1.1 X, Y, Sto. 14+25.00 Sta. 15+00.00 Sta. 15+75. 00 Sto. 16+50.00 SO4LE- N.T.S. SCALE- N.T.S. SCALE- N.T.S. SC4LE- N.T.S. ROESS/AYq ci 4 5 PREPARED IN THE OFFICE OF Job No. SURVEY REFERENCE CIV 1\- Horizontal Control F-B. ______ PG. Client F.B. PG. Design S.H. Date 05/03/02 -LOCKMAN ASSOCIATES LE T VVA IVEXA A VL=- /V ULE 01-3580 Or CA01 Vertical F.B. PG. F.B. PG. Drawn S.H. Date 05/03/02 Con rm nners e�_ " 0-11 CROSS SAEC TONS Sheet 1 Z) Topography F.B. P.G. F.B. P.G. Checked C.W.L. Date 11/31/02 By: ,----Date: 06/12/02 Sta 13-1-75. 00 To Sta 16-f-50. 00 Of 3 11 F.B. P.G. F.B. P.G. R.C.E. 42485 Exp. 03/31/04 k% 44- No. Revision Initial Cross Sections 14, -ill orawIng owtus' O&sign t-rlm Lvag i-lomea, i 71,s iluz �o�rj�vio C.L. R1W 4.01 C.L. R1W C.L. R1W A 4.0' 4.0' 4 23.0' 21.01 1 1 3,0' 21.0 2"3.0'- -21.01 .5' -7.5- .5' C.L. R/W 7.51 .5' 4) 44.0 0 V & 3.0 1.0, 4jNJ L2X 2,9 i 22;1 - -2,9 .5, C7. 'JAP. I A, k' ?9 \77 2-T Stc. 16*75.00 Stc. 17*75.00 Stc. 18*75.00 1 SCALE.- N.TS. SCALE.- N.T S. .(�rA I F- /V T.1� C.L. R1W C.L. R11W C.L. RIW A -44.0 4.0' 2-3.0' 44-.0 21 1.0 1 Stc. 19+75. 00 3.0' 2-1.0' SCALE- N.TS. 23,01 2 221.0 -4 -7.5- ____0.5' .5' 5/ .5' 10 C3- F, C:) 0,_ C. 101- .01 V. 0 PC 4 2, A C:1 V C.L. R1W 2-1,0' Stc. 17+00.00 stc. 18-1-00.00 stc. 19+00 00 1 .5' .5' 4 SCALE.- N.TS, SCALE.- N.TS. SCALE.- N.TS. 93 C:)* Z 1c, 0 C.L. R11W �4,0** '0 C.L. R1W r2X 4 4 4.0' 23.0 2-1,0' -23.0' 21.0 j. -7 7.5- -0.5' .5- .5' W 13 qN /nL /b 4�\ .01 Cr V C) .01 4 4 I _6�� - )%V 00 __ L-,5 _,% Sto. 20+00.00 NJ .9, 2X _NJ SCALE- N.TS. 2X X,1 v 'j. "VIN Stc. 17+25.00 Stc. 18+25.00 Stc. 19+25. 00 SCALE- N.TS. SCALE- N.TS. SCALE.- N.TS. C.L. RIW C.L. RIW C.L. RIW C.L. R1W 4.0 4.0' A 2-3.0' 2-1.01 4.0** r4,0' 23.0 L-1.01 2 3.01 2-1.01, 3.0' -2110 -7.5- 0.5** C_ o �4 7.5- .5' -7 -5.0'- 1 .5 -0.5' .5' C /4 N C). G. 0' I �� > c. �g �: c/ F• G• '` ,0' I g6 y. �� 1`�� 6 ,�,/�3 ��• p 'G G, 14 /0�' 0X)-- 29 N A A A/11/ A 4 40- 2'X flop L3\ j, _�ON C ;�� +•.� r Stc. 20*25.00 504LE- N.TS. Stc. 17+50.00 stc. 18*50.00 StG. 19*50.00 N.T SCALE.- N.T.S. SCALE. .5. SCALE.- N.TS. CQ 5 #311/04 PREPARED IN THE OFFICE OF Job No. SURVEY REFERENCE Design S.H. Date 05/03/02 LE T-1 VVA I\IL?.A oA VL=- I\f ULE C1 Horizontal Control F.B. PG. Client F.B. PG. LOCKMAN & ASSOCIATES 01-3580 Vertical Control F.B. PG. F.B. PG. Drawn _.S.H. Date. 05/03102 Consulting s avid Planners CROSS SECT/ONS OF C Topography F.B. P.G. F.B. P.G.__ Sheet 2 By -------v Date: 06/12/02 Initial Date Cross Sections F.B. P.G. F.B. P.G.- Checked C.W.L. Date 11/30/02 iL 03/31/04 Sta '1675. 00 To Sta 20-0-25. 00 Of No. Revision 57 Exp. 3 10 V lox X 0/5��' 6t- (tv 06stgo rrrnr l�Q uare Piorrea i 7 sur(i� C.L. R/W C'.L. R/W I' 44,0' I I Ali I� 23.0' 21.0' 4 4.0' - ZZ1 •o 1 - 23.0' 21.0' -I C.L. R/W Q, I PQ 44.0' 7.5' 0.5' 7.5'- 0.5'C� C.L. R/W 5 �� I �� 44.0' 2 3.o' 21.0' /5e; V. g5.0' 1 � �Px2 3.0' 21.0' (/5j� I7•s' 1s•0 .� �P � S1g 0 � 2% 1 c G �9 2X • tea, �Og N 1 - Sta. 20*50. 00 Sta. 21(50. 00 _ - SGALE. N. T S. SCALE." N.T-S. C.L. R/W C.L. R/W 44,0' Sta. 2J*25. 00 44,0' SCALE." N.T.S. 23.0' 21,0' Sta. 22*50. 00 23.0' 21.0' SCALE.- N. T.S. I o I I 7.5' �0.5'V 7.5' ' 0.5' l � � '�G F�'' 1 � 1g F �• ��' r 2X 2' 1 1 . X �' ti 0 ?•2.1; . N N C.L. R/W 4' PCC 44.0' 23.0' 21.0' Sta. 20*75. 00 Sta. 21+75. 00 7,s'-- F0•�k. SCALE• N. T.S. SCALE.- N.T.S I 5.0' I 0 C.L. R/W C.L. R/W 44.0' 44.0' 0' 23.0/ 21.0 0 23.0' 21.0' 0.5'5 PQM ,9 Q, 7.5'- 7.5'-1 .5' 7.5' ' 0.5' Q _ ,01� _2X2 Sta. 23f 50. 00 h : - y_ ; � 1 �• 1 � '520• 'meq SCALE." N.T.S. ,96� �+" Sta. 22*75. 00 � SCALE" N.T.S. Sta. 21 +00. 00 Sta. 22*00. 00 SCALE." N. T.S SCALE.- N.T.S C.L. R/W 44.0' C.L. R/W C.L. R/W 23.0' 21.0' 44.0' I 7.5'--- �0,5�. 23.0' 21.0' 44.0' I 5.0' 1 1� .o I 1 �`Lh PX• I o I I 23.0' 21.0' Q� F 5 L��,• 2� 21 NI P 7.5' 0.5' Q� 7.5' 0.5'V� ��6 5 0� �G 1 ��• 5 1 \� NIPS' ~ po 2�' i . 1,5221 2• Sta. 23*75. 00 Sta. 23*00. 00 SCALE: N.T.S. SCALE N. T.S. i Sta. 21 *25. 00 Sta. 22*25. 00 SCALE." N. T-S. SCALE.' N.T-S. QR4F ESS IOy�I 485 o i /31/04 SURVEY REFERENCE PREPARED IN THE OFFICE OF Job NO. Design S.H. Date _ 05/03/02 E 7 WA/V�A A VENUE �l CIV 11 ��� Horizontal Control F.B. _ PG. _ Client F.B. PG. - -- LOCKMAN i 8s ASSOCIATES 01-3580 o F OF CA��EO Vertical Control F.B. _ PG. _ F.B. PG. -_ Drawn S.H. Date 05/03/02 Consulti Engin ners � CROSS SEC T/ONS sheet 3 � Topography F.B. P.G. - _.__ F.B. __ ___ P.G. - --- Checked C.W.L. Date 06/12/02 By: - - - - - Date: 06/12/02 Sta 20f50.00 To Sta 23 .25.00 Of i No. Revision Initial Date Cross Sections F.B. P.G. F.B. P.G. Chanes W. I.C.E. 42485 03/31/04 3 gX /�ow2ooz-- ooq1a 181 Drvw g StW1uS: Design Pant Date)CY~"- 07�02V2 C.L R/W C.L. R/W "4.0' C.L. R/W 44.0' 4.0' C.L. R/W 3.0' 21.0' 3.0' 1.0' 4.0' I 23.0' 21.0' 1 0 Z-1 7.5' I 23.0' 1.0' -I 7.5' � 5 7.5 I C . A. V. V100 F G. �P 6) g k6 F F 0�`.0� trVt5.0' h SSr?x �e� _ Sta. 14*, 0. 00 Sta. 15*25.00 Sta. 16*00.00 Sta. 1.3*75. 00 SCALE. N.T.S SCALE.- N. T.S. SCALE N.T,5. SCALE.- N.T-S. C.L. R/W C.L. R/W 4.0' 44.0' C.L. 4.0' R/W C.L. R/W 4 4.0' 23.0' 21.0' 3.0' 1.0'- -' 0 2 3.0' 21.0' 23.0'-- - 21.0' 0 7,5' .5' 1 v 1 -7.5'11 7.5' 7.5' •5 F`' 5 �C5 01 (�'�,. 5.o' GQ�' �4 .01- R 0' 0� �s 2 ¢s 2,T Oh 1 9 , Sta. 14*00. 00 Sta. 14*75. 00 Sta. 15*50.00 BEGIN NEW CONSTRUCTION CURB & GUTTER IMPROVEMENT SCALE N. T.S. SCALE' N.T.S. Sta. 16*25. 00 SCALE' N.TS. SCALE.- N.T.S. C,L. R/W C.L. R/W C.L. R/W 4.0' 4.0' 4.0' C.L. R/W 23.0' 21.0' - 23.0' 21.0' 23.0' 21.0' I I 44.0'- 23.0 ' c .o 2 3.0' 1.0' o 7.5' L.5' 7.5' 0 7.5' I o I 1 7.5' I I +- ' I f---0.5' F�' 0� F 5 G G �P �� �,• 5.0' VQ` 4-,r F 5.0' 6 G -5.0'- All 5.0' Q0 _ Oh 20 2,9 2X r Sta. 14*25. 00 Sta. 15*00. 00 Sta. 15*75. 00 Sta. 16*50.00 SCALE N.T.S SCALE N.TS. SCALE.- N.T-S. SCALE. N.T.S. y QROf ESS/ � l �, w1 LBU a. 5 = ./3/31/04 E T/ WA NSA A VEN UE Job No. W Q• SURVEY REFERENCE PREPARED IN THE OFFICE OF 01-3580 l � Design S.H. Date _.05/03/02 IV l�- �� Horizontal Control F.B. ___ PG. Client F.B. _ PG. __ __ LOCKMAN 186 j ASSOCIATES o F OF Cp1.��� Vertical Control F.B. ____ PG. F.B. - PG. Drawn S.H. Date 05/03/02 �' Consu ' Engi anners CROSS SEC T/ONS c Topography F.B. P.G. F.B. P.G. By: - Date: 06/12/02 Sheet " Checked c.w.l_. Date os/1 tio2 Sta 13-1-75. 00 To Sta 16-o-50.00 Of 3 a � No. Revision Initial Date Cross Sections F.B. P.G. F.B. P.G. Charles - R.C.E. 42485 03!31/04 unooz -oo 9 I d 8 I c.L. R/W -4 4.0' C.L. R/W C.L R/W 44.0' 44.0' 23.0' I I 23.0' 21.0' 23.0' 21.0' 7.5' .5' I P 5.0' I � 2+.G �. I � G �PO� C.L. R/W C 4.0' �k 1 (��,. L2X �p , � �,. 5.0 23.0' 21.0't f , 0 ' lb orn rn� C) - �- 5.0� 1 0� ON 2$ _ 6$ Sta. 16*75. 00 Sta. 17*75. 00 Sta. 18*75. 00 ?� SCALE: N.T.S. SCALE.- N.T.S. SrAl F- NTS `r C.L. R/W C.L. R/W -- C.L. R/W -4 4.0 4.0 23.0' 44.0 1,01- Sta. 19+75. 00 23.0' 21.0' ° SCALE- N.T.S. PQM I 3.o' 21.0' 7.5' .5 V� 7.5' .s' PD 7.5'-1q) 5' 5 5.0' 5 p 5 C)' .01 665 /),F 0 2X I �, `'►cr Nom' N + C.L. R/W 4,0' 23.0' • 21.0' .o o Sta. 17*00. 00 Sta. 18*00. 00 Sta. 19*00. DO 7.5' v •5' SCALE N.T.S. SCALE' N.TS. SCALE.- N.T5. � ��' C.L. R/W h Q F 5.0' I 44.0' C.L. R/W 44.0' L ��1 1hh , I 4 4.0' ' 23.0 21.0 23.0' 21.0' I S$ 23.0' 21.0' +. 7.5 .5' P0� 7.5' .5' 5. G 5.0' F 5 -5.0'- -5.0'- V .0' SPO 5.0' G' I V ,�y �� 010 �-- 1, 1� ��•Q �o �P '�� ��.��� o� Sta. 20*00. 00 'S 2.Z SCALE.• N.T.S. Sta. 17*25. 00 Sta. 18*25. 00 Sta. 19*25. 00 SCALE N. T.S. SCALE N.T.S. SCALE' N.T.S. C.L. R/W C.L. R/W C.L. R/W C.L. R/W 4 4.0' -44.0' 2 3.0' 21.0' -4 4.0' 4 4.0' 23.0' � 21.0' I 1 .o 3.0' 21.0' (� o I 23.0' 21.0' 7,51- 2 5' 0� 0 I o I P 7.5' 5' V� 7.5' ` -0.5'��. 7.5' •5' � k F ,�G•� 5.0 I �• �+ q 5,0 5.0 G 5.0' I V� r 14A�16`l -, 16 F 2• � ,� PSC• �. �,• 1 ' 16 Sta. 20*25.00 - - - SCALE NTS. Sta. 17*50. 00 Sta. 18*50. 00 Sta. 19*50. 00 SCALE: N.T.S. SCALE.- N.T.S. � QROf ESS 1p,� SCALE.- N.T.s. �W11.8UR W 4 /31/04 SURVEY REFERENCE Design S.H. Date 05/03/02 PREPARED IN THE OFFICE OF Job No. CIV I\- �� Horizontal Control F.B. _______ -___ PG. Client F.B. __ PG. _ __- - _ _ LOCKMAN i ASSOCIATES E T/ WA NSA AVENUE 01-3580 S lF `�` Vertical Control F.B. __ -_ _ PG. F.B. __ _ __ __ PG. _ CROSS SECT/ONS Drawn S.H. Date 05/03/02 ngi rs Sheet o OF CAS Topography F.B. P.G. F.B. _-- - - P.G. - By: Date: 06/12/02 " Checked c w Date os/12ro2 Sta >6+75. 00 To Sta 20-1-25.00 No. Revision Initial Date Cross Sections F.B. P.G. F.B. _ - P.G. Charles W. R.C.E. 42485 03/31/04 Of 3 4 O �.Oc� 2 cb2-Op q l d Dn"W y Saha ! /ii Prri�! J M �Pivtled 07102102