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Home My WebLink About2100 GENERAL N'TES 1 , ALL WORK SMALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CiTY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD 5PECIF[CATIONS FOR PUBIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE 5TANDARD5 AND 5PECIFiCATION5. E-l"IWANID"' A 00"' Ar"H(r)"L "61"RIC VALVES FIRE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KiND, TELEPHONE OR POWER POLES, WATER METE a HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WiTHIN THE RIGHT--OF-WAY LiMITS OR IN ADJACENT LMIL- L]PLEiR ]E-LFE�MENJ'ARY AREAS WHERE IMPROVEMENT WORK 15 TO BE DONE SMALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED iN PLACE AS REQUIRED AT NO COST TO THE CiTY OF RANCHO CUCAMONGA. MILLER AVEN Li r 3. ANY CONTRACTOR PERFORMING WORK ON TH15 PROJECT SMALL FAMILIARIZE HIM5ELF WITH THE 51TE AND SHALL US 1W u BE 50LELY RESPONSIBLE FOR ANY DAMAGE TO EX15TING FACILITiE5 RESULTING DIRECTLY OR INDIRECTLY FROM irl"-%7' f 0"'%-I Fn R, A Nk' H AMuN G-4 A His OPERATIONS, WHETHER OR NOT SUCH FACILITIE5 ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CAMONGA PUBLIC WORKS, ENGINEERING EXISTING R/W PROPOSED I` W / TITIES** DEPARTMENT PRiOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CiTY OF RANCHO CUCAMONGA 11' ADDITIONAL 275 TONS AC EASEMENT OR RIGHT-OF-WAY. MILLER AVENUEi INSTALL 0.42' A.0 OVER 0.50' AGGREGATE BASE* (9,3G5 5F}* . . . . . . . . . . . . . 1 73 CY AGG BASE 44' 33' DEDICATION PER SEP. DOCUMENT �� i STD. i 04 (TYPE A2-8} . . . . . . . . . G75 LF 5. ALL GRADE STAKES SHALL BE SET BY CONTRACTOR 0R ENGINEER. PAVING STAKES SMALL BE SET AT ALL 2 INSTALL 8 CURB � GUTTER PER CITY (T . . HiNGE POINTS, EDGE OF PAVEMENT POINTS WiTHiN 0.01 FOOT OF 5UB-GRADE ELEVATION AND AT NOT MORE � 3 INSTALL 51DFWALK PER CITY STD. 103 (W=G') . . . . . . . . . . . . . . . . . . . . . . . . . 3975 5F THAN 50 FOOT INTERVALS. ADDITIONAL PAVING 5TAKE5 MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT 12' 32' 32' 12' I STD 1 01 TYPE C W AND R A5 SHOWN} . . . 4 EA WARPED 0R VERTICAL CURVE AREAS. 4 (N5TALL DRIVE APPROACH PER CITY ( } 20G0 LF G. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE 5 INSTALL AC BERM PER CITY STD. 104 (TYPED 1-8) . . . . . . . . . . . . CONSTRUCTED PRIOR TO PAVING. IG INSTALL CATCH BASIN PER CITY STD 300 (W= I G', V= i 1 .21l . . . . . . . . i EA 1 0' COLD G,5' 7 CONSTRUCT LOCAL DEPRESSION PER CITY 5TD. 307 (CASE B) . . . . . . . . . . . . . . . . I EA 7. COMPACTION TESTS OF EMBANKMENT, CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE 1 2 PLANE . . . . . 8 5AWCUT EXISTING A.C. PAVING . . � . . . . . . . . . . 1 295 LF PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 9 REMOVE EXISTING A.C. PAVING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2585 5F 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SMALL BE SUBMITTED TO THE CITY ENGINEER, L15TING 10 . !2-J .9G°10 I .50-2.44% 2.00 I 0 COLD PLANE AND OVERLAY (0. 1 0° MIN) EXISTING PAVEMENT TO FORM . . . . . 10915 5F ALL TESTS 0R DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT .. SMOOTH TRANSITION PER DETAIL SHEET I PAVING AL 500 LUMEN STREET LIGHT*** 3 EA ENGINEER, INSTALL . . . . . . . . . . . . . . . NG, A MATERIALS REPORT SHALL BE 5UBMITTED TO THE CITY E EER, II 1- 9 . . . . . . . . . . INSTALL NEW SIDEWALK 9 PRIOR TO INSTALLATION OF ANY PA 13 REMOVE EX15TING GMP INLET . . I EA 1-15TING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALY515 AND SAND EXISTING PAVEMENT INSTALL NEW CURB AND GUTTER EQUIVALENT SECTIONS, EXISTING STREET IN NEW AC PAVEMENT Iii- REMOVE * REPLACE EXISTING 24 RCP STORM DRAiN A5 NECESSARY . . . . . . 1-5 IMPROVEMENTS PER CITY 5AWCUT TO CONNECT TO NEW CATCH BA51N REMOVE EXISTING PAVEMENT � BERM 10. PAVING SMALL BE PERFORMED IN ACCORDANCE WITH R-VALUE, SIEVE ANALY815 AND SAND EQUIVALENT DWG. NO. i G93 COLD PLANE � OVERLAY (0. 10'} 1 5 REMOVE EX15TING AC BERM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 295 LF OF AGGREGATE BASE. EXISTING PAVEMENT 1 INSTALL 5' WIDE AC PATH (3" AC OVER COMPACTED NATIVE)* . . . . . . . . . . . . . . . . 3 125 5F EXISTING SLOPE (1 .24-2.G5%) i i . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CON 815T8 OF A ROCKY MATERIAL, THE 5U8- [ iN5TALL ACCE55 RAMP PER CITY 5l102 . . . . . . . . . . . . . . . . . . . . . . . . . 1 EA GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE 5UB-GRADE AND ALL VOIDS OR DEPRE551ON5 SHALL BE FILLED WiTH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE * PRELIMINARY SECTION . FINAL SECTION TO BE DETERMINED BY 5011-5 ENGINEER. MATERIAL. TYPICAL SECTION ** ESTIMATE OF QUANTITIES 15 FOR PERMIT PURPOSES ONLY. CONTRACTOR 15 RE5PON51BLE FOR OWN QUANTITIES. 12. iF THE ASPHALT CONCRETE 15 TO BE PLACED ON 5UB-G DE, A SO(L5 STERILANT REGISTERED BY THE E.F.A. FOR NT5 *** STREET LIGHTS TO BE INSTALLED BY 5.C.E. COORDINATED � PAID FOR BY DEVELOPER USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE MILLER AVE. THROUGH CITY TRAFFIC SECTION 5TA 7+00 TO 5TA 8+50 AND i 2+00 TO 13+50 FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. T.I. = 8 PRELIM. R-24 13. ESTIMATE OF QUANTITIES 15 PROVIDED BY ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE SIGNING & STRIPING CONTRACTOR SHALL MAKE HI5 OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. WW EX15TING R,W PROPOSED R/W ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF MILLER AVENUE I I' ADDITIONAL CONSTRUCTION NOTES/ ESTIMATE OFQUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 44, 33' DEDICATION PER SEP. DOCUMENT INSTALL PAINTED 4"� SKIP WHITE LANE LINE PER CITY ST D 133 . . . . . . . 1 575 LF 14. STREET 51GN5 PER CiTY OF RANCHO CUCAMONGA STANDARD 401 SHALL BE CONSTRUCTED AT EACH INTE ECT(ON. I REMOVE EX15TING R-2G SIGN, RELOCATE, AND REPLACE WiTH R-2G(5) 7 EA 1 5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RE5PON5[BILiTY FOR THE CORRECTION OF 32' 32' — 1 2" PAINT AC BERN WITH REFLECTIVE WHITE PAiNT G20 LF ERROR AND OM155(ON DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS 12 i SHALL BE PROMPTLY SUBMITTED TO THE CiTY ENGINEER FOR APPROVAL INSTALL R-2G(5) SIGN ATTACHED TO STREET LiGHT . . . . . . . . . . . . . . . . . . . . . 3 EA 3 EA REMOVE EX15TING SIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 G. WORK 51TE AND EXTERIOR 5TREET5 SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. I 5' COLD PLANE G.5' INSTALL 51 -1 SIGN. . . . . . . . . . . . . . . . . . 2 7 . -- 2 INSTALLATION C EA 17, CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. INSTALL "5CHOOL" °"25", WHEN CHILDREN ARE PRESENT, W-G5, R-2, R 7 I WiTH LEGEND REMOVE CONFLICTING STRIPING . . . . . . . . . . . . . . ..1-5 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 31 (I . 12-1 .5l 1 .50-2-44% 2,0% IN5TALL 12" 50LID YELLOW X-WALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 347 LF °Jo _w.x 4 i INSTALL W-GG G-44 ON EXiST ST. LIGHT . . . . . . . . . . . . . . . . . . 2 EA A. SAN GABRIEL VALLEY MUNICIPAL WATER D15TRICT 7911 (8 i 8} 9G9- . . . . MR. 13013 5TALLING5 2 EA [ LEGEND . . . . . . . . . . . . . . . . . . FOR BASE LINE ROAD CONSTRUCTION INSTALL NEW 51DEWALK INSTALL W-G3 � WITH LE . . . . LEGEND EXISTING REMOVE STOP SIGN LEGEND � INSTALL STOP SIGN LEGEND . . . . . . . . . . . . . . 2EA PAVEMENT INSTALL NEW CURB AND GUTTER 8° BEHIND STRIPING 1 -800-483-3000 B. VERIZON TB TOP OF BERM EXISTING STREET 5AWCUT IN5TALL NEW AC PAVEMENT P OF CURB IMPROVEMENTS PER CITY REMOVE EX15TING PAVEMENT BERM TO R C. SOUTHERN CALIFORNIA GAS COMPANY 1 -800-427-2200 RESIDENTIAL TC DWG. NO. [ G93 FL FLOWLINE i 1 -800-427-2000 COMMERCIAL COLD PLANE � OVERLAY (0. 0} 2.0' 5' TO 10' 5EE PLAN 2 1 G N. EUCLID AVENUE FG FiN15H GRADE EX15TING PAVEMENT ONTARIO, CA 9 17G2 HP HIGH POINT EXISTING SLOPE (1 .24-2.G5%) (MIN} FS FIN15H SURFACE D. CUCAMONGA VALLEY WATER DISTRICT (909) 987--2591 MH MAN HOLE 5AWCUT REMOVE--,,, 1 0440 ASHFORD STREET FH FIRE HYDRANT EXIST PAVEMENT '---EX15TING PAVEMENT RANCHO CUCAMONGA, CA 91730 BCR 13EGINING OF CURB RETURNTYPICAL SECTION ECR END OF CURB RETURN NEW PAVEMENT E. METROPOLITAN WATER DISTRICT (909} 593-7474 NTS N GRIND 0.1 0 MiN EXIST E PRC POINT OF REVERSE CURVE 700 N. MORENO AVENUE F CURB MiLLER AVE. PAVEMENT OVERLAY 0. 10' MIN BC BEGIN(NG O LA VERNE, CA 91 750 EC END OF CURB 5TA 8+50 TO 5TA 12+00 T.I. = 8 5EWER 5 5 PRELIM. R-24 F. PACIFIC TELEPHONE COMPANY I -800-248-2800 WATER —W—W- G. ADELPHIA 1 -800-G2G--G299 PROPOSED STREET LIGHT (PORTION OF RED MILL} EXiST STREET LiGHT COLD PLANE & OVERLAY H. CHARTER COMMUNICATION (909) 987-G275 EX!5T F.H. NT5 GG80 VIEW PARK COURT PROPOSED F.H. PER SEP PLAN RIVERSIDE, CA 92503 EXi5T M.H. ._... EX15TING P.P. EXISTING SURVEY MONUMEN�TA TION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS PAVING LEGEND OF RECORD(5} THAT COULD BE DISTURBED BY TH15 PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EX15T IN THE FIELD 4 4w a q A AND ARE DESCRIBED A5 FOLLOWS" YCITY OF RANu'--'HO '-`U'-'4AMONGA ARE SHOWN ON THESE PLANS N RACTOR ' �Q�Q� �S/ o�� NEW AC PAVINPRIVATE ENG .. .:; a ..` '` m n planning 1 BOLT WASHER RCE 29224 LOCATED INTERSECTION OF CENTERLINE OF ►�� z it neem ENUE MILLER AVENUE DERGPOUND UTILITY PIPES, CONDUITS eiv' i �; TCi1ER, Iia,..'µ` ' STREET IMPROVEMENT PL . PR O, ..S c x` ETWANDA AV XISTENCE AND LOCATiON OF ANY UN 4 � THE E N.r ......: ...._.... e . .......:... .....:..:.3 A E OBTAINED BY A SEARCH OF THE ETIWANDA SCHOOL DISTRICT N . ` AC OVERLAY (0. 1 0 M!N} FEET EAST OF INTERSECTION OR 5TRUCTURE5 SHOWN ON THESE PLANS R " y 2 BOLT WASHER RCE 29224 LOCATED 1 37G.52 phone 909.748.7777 E MILLER AVENUE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO rf � OF CENTERLINE ETIWANDA AVENUE fax 9x9.748.7776 �Xp. 0 231!(77MILLER ELEMENTARY SCHOOL ;r EXISTING UTILITIES EXCEPT A5 SHOWN ON TNESE DRAWiNG5. THE } r iON OF CENTERLINE OF CONTRACTOR (S REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT i , `may Clvii ��PMILLER AVENUE REMOVAL 3 BOLT WASHER RCE 29224 LOCATED iNTER5ECT THE UTILITY LINES SHOWN ON THESE DRAWiNG5. THE CONT CTOR FURTHER 345 5TH street,suite'b`redlands,ca 92374 T C7� CA4 t F AVENUE DOLCETTO AVENUE TITLE SHEET MILLER CONDUITS OR i, . A55UME5 ALL LIABILITY AND RESPONSIBILITY FOR UTILITY , ` a f _ D -00521 DRC 2004 R (N E 99G E , NON THEAW G5 Melvin W. Thatcher, III R.C. . 3 4 Exp. Dec 3 I 2007 ,;, STRUCTURES SHOWN OR NOT SHOW SE a f dDATED: 4re .. UND SERVICE ALERT R.C.E/1-.S. NAME AND LICENSE NUMBER UND�R,GR.O CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE APPROVED BY ' RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF R�V1�10N CITY ENGINEER R.C.E. O. 24953 cFr r.ra bawl°n CITITMARBEN' ® Willtot- CONSTRUCTION OF TH15 PROJECT, INCLUDING SAFTEY OF ALL P ER50N A "�f® rcx, DE51GN RECOMMENDED f as rrnc k S c CalkToll FREE PROPERTY; THAT TH15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE u T AND. LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONT TRACTOR SHALL MWT t 1-500 ` 227-2G0o CITY OF RANCHO CUCAMONGA BM ## i G5 � � DEFEND, iNDEMNIFl`AND HOLD THE CITY, TME OWNER AND THE ENGINEER g ac7r,c�3 ror,E? _ BEiNG A CHIZLED SQUARE ON TOP OF CURB, HARMLE55 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION �� SHEE _, . . ... . ., DRAWN FRONT OF FIRE HYDRANT, EAST 5iDE OF ARSON lCP WITH THE PERFORMANCE OF WORK ON TH15 PROJECT, EXCEPTING FOR LIABILITY TWO WORKING DAYS BEFORE YOU DIG TORE JV ET[WANDA AVE, 0.25 MILES NORTH OF ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. I OF G "Map(0 Rand McNally& company .L. 6-S-06" "CAUTION": Remember that the.USA Center FOOTHILL BLVD, NEXT TO PP #T27858 �� 1 hose utilities beton sn to CHECKED DRAWING NO. �~°�" R.C.E. NO. 39964 notmfies only t ELEV: 1224.855 the center.There could be other utslities CITY MWT VICINITY MAPI resent at the work seta.The center will r DESCRIPTION C)F REVISION DATE DTE 02/15/05 EIDE NO. � APPR. inform you of whom they will notify. PROJECT SHEET OF G17COG 10 i G 17R �_� -----�-----�--------�----�-----�---------�-- | � | ` � \ � | | \ | ' |� � ' � i | / / | / | / � ) / ' i | } ^ _�� IIIII............. IIIIle, �4-..........4- ....... .............% ..........I. ..........(", ........—7 I .......... IIIII ....................... ......III .............. .........I............... ........................ ..........III........... .................. ............I.............II............ I-(n........... .......... IIIII...............II............. ........... IIII.................. IIIII................. IIIII............(s) ................. ......... ........IC\J I ----------IU .........I ............. .................. ........... IILT E X,I SIT i-N G,� G R'.0 U....... .............. U-1 ..................... ...........IU) I ..........IIIII ............... IILL I1245 T IIIIIIIIIIU_ II (S ................ .............I............4 5 LT ....... II ...........III-7- '17 IIF-X I........... I (8 C f 3 2IL'I IIQ II (D i A III ....................... +.............. II...... .......II +............. 0) I U Ii '17 i 1 (0193 ...........�........... 0 II ........ ................. I ........... +.......... IIIII0 ..........IIIIt.......... I ....... IIII............. 0 ................IIIIIIIIIII12451 ............ IIIIIIIIIIII i U 00/0) IIIII... ...... ............ II ...........I ...........I0) I.............000,7 .......... I ..........I((D F,X I.92%) -5-T III1,1245 C ..........� II . ...................... III ........... II2 6 97,) ................L I )j II .(DC,%)I ........... ...................I ..................... i C\j ............C\1 IC\j .............. 7—IIIL...........I .......... CO I ........... I............I7—I ...........I0............ ........ I7— ILJJ.............. ..............I I 11............ ...... ..........IIIIt 2- 7c IIO/Ln I .5 2%)� I.. ......... (9 I �70) 0............III.......... LL_ ITOP Of CD .......... .......IIC\1 I ...........IED B E K KT, II..................... U_ X15TING Ln 0 P....... Ql Of, PQC OUKD /-\1\4L)........... .......,,,,LQWLI.NE 0 -GUTT,0 I �I�LOW POINT II +n+ I t EXIS,TING�ACI _KM 1`,245 1RT I ............+ II2 0 T + ..........IIIIt .............i U 0\0i LL Cn IIz C\j%) <C) C\j�(0.64%) C) U_ I0 4%) .................. i LU.5 R' (3 U.0 C)24 015 0 I .......... I'(0 <I.......... oz/0 C)I%)U.9c, .............lu >N. C\j �(v .............U C - --------I G(%) J I +oz CD- il�667i + .......... ........... CD > ......I .......... ILu,................ (V t)4 ll C)........... �7 I7-7 I(D UJ Q b-lc( IiiLU G)(\I I.............. +I1 +1(5 I U w" ........+ Ln L() ...... +LL_ + C)Ln Q L ..........Ln I4 0.40-/o I10 I + Ln 0 ........... t LQ CO I ------------I + C) 40%I + rLOWL 0 Ill .........J IIIC) IILn .7t IIII ..........II ........... ............ +IN1 1.............. IE I + M C�l .................... ...........III9+00 PROFILE II8+00 .......... HORIZ. I 20' 7+00 IIC,+00 IIERT. I 21 5+00 4+00 r EX15TING CATCH BASIN LOCAL r-'I APN t 100-041-19 DEPRESSION PEP,CITY STORM pN I 100-041-28 A -----------APN I t 00-04 I-27 APN It 00-041-26 DRAIN PLAN #I G93--D.................EX15TING R/W .......... V).................. 11,00-041-07 EX15TING SIDEWALK APN IP-4 APN 1100-041-06 IIIEXIST 5TREETLIGHT ............+9 7 r Ill ..........ApN 1100-041-05 fH ....... ...........EX15TING R/W . ...... 1-2' ..........I ........... .............II ........... ............ 15TING CURB AND IX15TING AC BERM 0,L GUTTER (8 ;f.......... ......... 32' EXISTING 48" STORM DRAIN ... ................. 331................ CID EX15TING 8 vcP 5EWER PER CITY DWG 10— A VENUE 9 NO.99-52G-2A 9—< f X15TING I G" WATER, PER C IEX15T IMPROVEMENTS PEP, MILLER CITY DWG. NO. 69-WG9-2 DRAWING NO. I G93 PROJE T SHEET 1 2 Of 47 7— 0 ...... ...........0 NT n N 89 0,TE PROPOSED 51DEWALK EA5EMF_ 7� 7�4'�-' ".�:,�-,15TING 3" GA5 +EX+ IN .....0 LU t N),, ............. ............ 5 (AP'RQXr��,LO.4 0.......... Ln 1 7' +33'0 5''i Kl�(5 4 4 n 0 4 7, G millillilillo..............lill rT ..................12 4*7EXISITING 4" GTE 3 5 Cz 4- W .4 4. ll ILU 'd4 1 3 4 U_ Ln 4 N 8GO I 5 13 EXISTING Kill X 0 0 0z 0 >EX15TING Gil BERM PROPOSED R/W 0) ()z az C) 0 (s)Lu OZ 0 LU __j U_DEDICATION --I CD CD LLJ oz q Qz LU MOM—35ADDITIONAL 0 Cz LU T QO N —PER SEP. DOCUMENT N >ES_ c'? (q in — + LU h 0 L17) �_UuNSTRU' 0 Ln 0 Li- I t,- + + + It — _j(0 0 D — 0 q — U 0 n q (O +O co cog,7r C)U + C� + c6 l az bzi (ID- - C\j + Z 0 (= 0,50' AGGREGATE BASE* CO LU U-ij C\1 C\J—(i 11 + + 110 N n Luq-INSTALL 0.42' A.0 OVER —C\j 11 + 0z CONTRACTOR TO VERIFY+ LEGEN-1r)" 0 + 0- 0__ rD It 0z Irl __ i CD > 1q_ RIOR TO CONSTRUCTION < 0 0z —1-IJ P INSTALL i CURB �- GUTTER PER CITY 5TD. 1 04 (TYPE A2-8) U 0z D 4 G 7 l(41 A T13 TOP Of BERM 01 INSTALL SIDEWALK PER CITY 5TD. 103 (W=l ojj�5 "-"AMuNGt-v TC TOP Of CURB + LU C� CITY RANC-11-lu uUu 'Irr"AVING" LEGEND", fL fLOWLINE INSTALL DRIVE APPROACH PEP,CITY 5TD I 0 1 (TYPE C) (W AND P,AS SHOWN) --silliiiiiiiiiiiiiiiiiiiiiiiiiiii- - fG f IN 15H GRADE land planning M[LVIN INSTALL AC BERM PER CITY 5TD. 1 04 (TYPE D I -5) ST"REETiMP1K'%(C)"5VTEMENT PLANS civil engineering NEW HP HIGH POINT co AC PAVING V= I I .20) 99G4 f5 fINI5H 5URfACE INSTALL CATCH BASIN PER CITY 5TD 300 (W= I G MILLER AVENUE UG phone 909.748.7777 STA 1`1+00-00 MH MAN HOLE CITY 5TD. 307 (CA5E 13) CURVE DATA fax 909.748.7776 31/07 STAU"14+00."O lif U V f I RE HYD RANT CONSTRUCT LOCAL DEPRESSION PER !�x CIVIL fH DRC 2004-W 1 AC OVERLAY (0. I O' MIN) K L T S, Inic.BCK 15EGINING Of CURB RETURN t atic er engineering & associate RE T U RN Ub 5AWCUT EX15TING A.C. PAVING 345�N street,suite'U rediands,ca 92374 CAQ ECK END Of CURB 3000-00 1 14.22 57- 12 `*4 REMOVAL P PIC POINT Of REVERSE CURVE REMOVE EX15TING A.C. PAVING 0201 053" Melvin W. Thatcher, (11 R.C.E. 399G4 Exr. Dec 3 1 2007 13C 15EGINING Of CURB COLD PLANE AND OVERLAY (0, I C" MIN) EXISTING PAVEMENT TO fORM APPROVED BY DATE: E C END Of CURB UO SMOOTH TRANSITION PER DETAIL SHEET I R,C.E. NO, 24953 SEWER —5—5 (D INSTALL 9500 LUMEN STREET LIGHT REV151ON5 CITY ENGINEER RECOMMENDED UNDERGROUND 5ERVICE ALERT WATER —W—W— DE51GN PROPOSED STREET LIGHT REMOVE EX15TING GMF INLET 13ENC-4/1 11MAI?&-s MWT Call:Toll MEE Re UCAMONGA 13M # I G5 SHEET EXIST STREET LIGHT REMOVE � REPLACE EX15TING 24 P STORM DRAIN AS NECESSARY CITY Of RANCHO C DRAWN 1-800 SCALE 1 11=20' BEI NG A CHIZLf D SQUARE ON TOP Of CURB, JV 227-2GOO EX15T f.H. TO CONNECT TO NEW CATCH BA51N AERIAL DATE: 5-5-04 fRONT Of f I RE HYDRANT, EAST 51DE Of DRAWING N"O. U5 REMOVE EX15TING AC BERM lETIWANDA AVE, 0.25 MILES NORTH Of CHECKED R.C.E.NO. 399G4 TWO WORKING DAy5 j3FfOKE-YOU DIG PROPOSED f H PER SEP PLAN 01!77= fOOTHILL BLVD, NEXT TO PF #T2785B CITY MWT DATE- 47 f ILE NO. 9100 COMPACTED NATIVE)' 20 40 GO DATE"CAUTION": Pmember that the U5A Center INSTALL 5WIDE AC PATH (3" AC OVER 0 ELEV: 1224.855 DESCRIPTION Of REVISION APPR.notifip-5 only tho5e Utilitle,5 19clon,3inci to EXIST M.H. 5/4/OG 10IG17R the center.There could be other utilitie5 EXISTING P.F. INSTALL ACCF-55 RAMP PEP, CITY 5TD. 102 PROJECT SHEET Of pre5ent at the,work 5ite-The center will - LE Iinform you of whom they will notify. ........... ............ ........... ....... ............. ......., ...... ...... ........... .......... ............ ............. .............. ..... .............f- ......... .......... ............. ............ ................. .......... ......... . ......... .......... .......... U_ .......... ............. ...... I fNG RO D 5T' U 1`4 ................. .......... EXISTING TOP Of CuKbi (6 f) ................ t LL '24 'LT 2 115 LT ........... ............... .......... ............. .................... ............ ............ ............... .......... ........... .......... .......... ............. ....... ................................ .......... .............. .............. ........ ........................... -7 1 ........... ............. ........... ......... ....... ...... .......... ...... ............. ........... ......................... ......... .......... ................. ............................. I 12� ?45 C 15 C I __j C\j EXI5T`,.IN&fIN15HE' D SUP, ACE 0........... .......... ............ .......... ............. .......... ............. ........... 9 0%) ................. 2%) QID ........... .......... C\j C\j V/0 C\j 0 4`0 ..............70) -------- (0,`.'.3 0�17b) ............... ......... ........... ........... .......... < ............ ........I LL_ ........... .......... ........... > 12451 1 R Ln .................... ........Q13, C Lh 7 iTO� Of Pee CURB U TT E R (8"Cf) 0 Ln 5 Ln LU o (n -—--------- + LU �0,'.4,2/r i .......... 3 21�`KT�- CD LW ............*,-;x-,4,- b) UJ in U) 4 C) 0 0 C) + LU Ln 0 + .......... ............. ..........V ............ ..............!, .......... .................. + M C\j C\1 + .......... ........... ........... ......... .................. ........ c7 LOWLINf ........... ....... ............ .............. ........... ........... ............... ................ ........... ...... ............ 10+00 1 1 +00 12+00 13+00 14+00 15+00 PROFILE HORIZ. Pt =20' VER T =21 r 'I r -31 APN t 100-041 APN I tOO-041-32 APN 1100-041-33 APN 1100-041-34 1 100-041-3_,5_____ APN 1100-081-01 6.=W APN 1100-041-36 ........... APN 1100-041-10 EXISTING P,/W SIDEWALK r EXISTING + EXISTING G11 BERM EXISTING CURB GUTTER EX15T 5TREETLIGHT .......... EXISTING R1W 13 ............. EX15TING IMPROVE NT5 PEP ME DRAWING # I G93 44 PROJECT SHEETS 1 2�' 13 Of 47 3 3' 32' EX15ITNG 45" STORM DRAIN L;"o I IINU 0 vu FX15TING I G" WATER PEP, A VENUE D�G PEI:� (CITY CITY DWG. NO. 89-WG9-2 MILLER 10- 12– EX15TING 3" GAS C) N5905004"E ROP05ED SIDEWALK EASEMENT 5– P 13– 14- 0 PEP, SEP. DOCUMENT (TYF) LOCATION)-- ........... .................... �v ........... ....... ....... 12 777 U5 EX15TING CURB GUTTER(811) 1(0 3 2' LEGEND r EXISTING FCC 51W 44 TB TOP Of BERM 5 TC TOP Of CURB 4*4 4, 4 -q 4 4 4 fL f LOWLINE 4 4 4 A 4 A f IN 15H GRADE 4 4 4 A fG 0 12 121 H P HIGH POINT C come —EXISTING R(W f5 f IN 15H 5URfACE MH MAN HOLE EX15TING R/W 3 ___2_F W W APN 1100-172-04 fH f I RE HYDRANT I I .O' ADDITIONAL PROPOSED R/W APN 1100-172-06 APN 1100-172-05 DEDICATION PEP, + BCR 13EGINING Of CURB RETURN + 4."�'NZEXIS ING 61, BERM SEP, DOCUMENT ECK END Of CURB RETURN P PIC POINT Of REVERSE CURVE o 14 Be BEGINING Of CURB Ul E C END Of CURB + 5EWER —5—5 6--W C N S R U T lu N N T S WATER _W_W_ I"-T T"N 1I Uu( Lu E 55/ C\j 0 F RAN C PROPOSED STREET LIGHT REMOVE EX15TING GMP INLET LU b_/ INSTALL 0.42' A.0 OVER 0.50' AGGREGATE DA5E* C\j LU "ONuA Ln Lnu D_ r- 0 A EX15T STREET LIGHT (L4) RE Y o land planning-MOVE � REPLACE EXISTING 24" RCP STORM DRAIN AS NECE55AP U ry U INSTALL 8" CURB GUTTER PER CITY 5TD. 104 (TYPE A2-8) + ME W, TO CONNECT TO NEW CATCH BA51N L C )z ivil engineering H II +LQ N VII.,1, n STREET IMPR'_`VEMENT PLANS EXIST f.H. + CD(n CO C\J Ln a/ 99G4 INSTALL SIDEWALK PER CITY STD. 103 (W=G') U5 REMOVE EXISTING AC BERM 0 phone 909.748.7777 MILLER A VENUE PROPOSED f.H. FER SEP PLAN f A A U4 fax 909.748.7776 Exp. 12/31/07 t1% INSTALL DRIVE APPROACH PER CITY 5TD 10 1 (TYPE (W AND R AS SHOWN) INSTALL 5' WIDE AC PATH (3" AC OVER COMPACTED NATIVE)' + OLU STA 10+00.00 TON STA 13+76.5z EX15T M.H. LU N thatc er engineering & associates, inc. CIVIL U5 I N5TALL AC BERM PER CITY 5TD. 104 (TYPE D 1-8) 1 N5TALL ACCE55 RAMP PEP,CITY 5TD. 102 LU:2 I�T % DRC 2004-00521 345 5TH street,suite'b'redlands,Ga 92374 CAQ EX15TING F.P. *1-4 @ INSTALL CATCH DA51N PER CITY 5TD 300 (W= I G', V= 1 1 .20) Melvin W. Thatcher, xp. Dec 3 1 , 2007 UNDERGROUND 5ERVICE ALERT PAVING LEGEND CONSTRUCT LOCAL DEPRESSION PEP, CITY 5TD. 307 (CASE B) F"EV151ON5 APPROVED 15Y DATE: U8 5AWCUT EX15TING A.C. PAVING M A CITY ENGINEER CTT R.C.E. NO. 24953 Call:Toll fREE B jf_�'N ri t-vRK. NEW AC PAVING DE I N ED 1-800 REMOVE EXISTING A.C. PAVING 227-2GOO CITY Of RANCHO CUCAMONGA BM # I G5 MWT UO COLD PLANE AND OVERLAY (0. 1 O' MIN) EXISTING PAVEMENT TO fORM BEING A CHIZLED SQUARE ON TOP Of CURB, DRAWN SHEET AC OVERLAY (0. 1 O' MIN) SMOOTH TRANSITION PER DETAIL 5HEET I SCALE 1 =20' TWO WOPrING DAYS BEfORE YOU DIG f PONT Of f I RE HYDRANT, EAST 51DE Of "CAUTION": Kemember that the U5A Center ETIWANDA AVE, 0.25 MILES NORTH, Of AERIAL DATE: 5-5-04 JV 4 –o G no1I only tho5e utilitie5 belonqncj to fOOTHILL BLVD, NEXT TO PP #T2785B the center,There coulcl be other UtIlItI65 REMOVAL ELEV: 1224.555 HECKED P-C.111 NO� 399G4 DRAWING NO. pre5ent at the work 5ite.The center will 0 20 40 GO CITY MWT .410 �-% inform you of whom they will notify, DESCRIPTION Of REVISION DATE APPR. IZZ-_Q f I ff N 0. U PROJECT SHEET Of 5/4/OG 10 1 G I 7R 44