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HomeMy WebLinkAbout2042 BENCHMARK o BENCHMARK NUMBER 20-8 N GENERA L NO TES. ELEVATION. 1207.662 AT THE NWC OF ARCH/SOLD AND FOOTHILL BLVD, 63 FT W/0 C.L. ARCHIBALD AVE. AND 1. ALL WORK SHALL BE DONE /N ACCORAANCE WITH THIS PLANS, THE CITY 44 FEET N/0 FOOTHILL BLVD., SET BRASS OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPEC/F7C477ONS DISK IN TDP OF CURB AT WEST END OF O FOR PUBLIC WORKS CONS17?UCl10N - CURRI NT EDITION. CON7l?ACIOR o SIDEWALK LANDSCAPE EASEMENT RAW 60' CURB RETURN. SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCEckc N IN TO THESE STANDARDS AND SP£CZAT/ONS AND APPLICABLE SUPPLEMENTS I I II 2 M 6' 13' 47' 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER E 3z 6' 11'MAX 7' 7' 26' 7' J POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT _ ^ SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIM17S OR /N I - j I SIDEWALK 4 /N ' ADJACENT AREAS WHERE IMPROVEMENT WORK /S TO BE DONE SHALL BE REMOVED, RELOCATED, OR PROTECTED /N PLACE AS REQUIRED Ar NO COST To THE Carr OF RANCHO CUCAMoNGA. J" ' '� ! s :' , c� I I �- o,, J v CHURCH ST 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMIUARIZE HEMLOCK HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY - - t . " • = I I �® ca® ST DAMAGE TO EX/S77NG FACILITIES RESUL77NG DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FAC/UT/I:S ARE SHOWN ON THESE PIANS. a o. n 2 _ zo g m 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA .,f I '' _ Z v Q 0 J rAG ENGINEERING DEPARTMENT PRIOR TO ANY ENCRQACHMENT OR C0NS7RUC770N . ' r r -#' , I _ 4. ) II = Q o WITHIN CITY OF RANCHO CUGAMONGA FASEW07' OR RIGHT-OF-WAY. ` j = r f =* '�`�' .. - - NEW C & G (6.3% . � � ��-� { GR/NO & OVERLAY a SAN BERNARDIN 5. ALL GRADE STAKES SHALL. BE SET BY THE CONTRACTOR OR ENGINEER. r - "- �d �*' ktl i. NEW A AC PWT AL Q PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT g ,. • P r �� REMOVAL Q .'� PAVEMENT POINTS W17H/N 0.01 FOOT OF SUB-GRADE 1 LEVATTON AND AT NOT MORE ,+ '� • = ,,: _. '+ Y THAN 50 FOOT INTERVALS. A00I770NAL PAVING STAKES MAY BE REQUIRED FOOTHILL BLVD. � •�"' 8Y CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. _- _ �• - - >s � TYPICAL SECTION -'. FOOTHILL BLVD 6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR 0771ER U77UTY LATERALS, FROM STA. 16+61.84 TO STA. 25+76.00 MAINS, OR CROSSINGS S1�4LL BE CONS17?UCT£D PRIOR TO PAVING. � � � _ � o b pf _ SCALE: 1`_-10' HOR/Z. 1 =4 VERT. Q Q T.I.=9.0 Z COMPAC77ON TESTS OF EMS4NKMENT CON57RUCT70N, TRENCH BACKFILL, „Q ,_ =:r - _ - - - COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED R=24 = AT NO COST TO TRE CITY OF RANCHO CUCAMONGA A WRITMEN REPORT W17H - - - - - (HESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEEREXIST. FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR i r - i - - S � T 33' S R/W SURFACING. T 2 2 11 & AT THE COMPLETION OF PAVING, A MA7ERl4LS REPORT SHALL BE SUBMITTED 3, 8 11 5.5' 5' 0.5' VICINITY MA P TO THE C17Y ENG/NEFA LIS77NG ALL TESTS OR DETERMIM77ONS COMPLETED INDEX MA P NOT TO SCALE TO VERIFY STAB/UTY 0/L CONTENT AND GRADATION OF ASPHALT PAVING. SCALE. 1"-_200' 9. PRIOR TO THE INSTALLA77ON OF ANY PAVING, A MATERIALS REPORT SHALL 0 3 BE SUBMITTED TO THE CITY 1:NG/N£1R, US77NG ALL TESTS OR DEIERMlNA- ® ® - 41 jgyr 4� 77ONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SANG EQUIVALENT OF AGGREGATE BASE. 1 ["a cGvLR AT (�j• (,SR' Tc/ � EW D I VE APPROACH INLET INLET �G'A"""�'" 'Ga G<FSAk* (1.8�) (5 ) 10.PAV/NG SHALL BE PERFORMED /N ACCORDANCE W11N R-VALUE AND PAVEMENT gt+ � �;�` -- TYPE 2 TYPE 1 s ii Ea U P M NT AC TESTS TAKEN TO DEIERMJNE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION I Tr �" �A.04 REMOVAL OF 7N£ S7RUC7VRAL SEC77ONS s�NOTE r E 600 mm NOTES .710 11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATM SOIL WHICH CONSISTS fir•.I ? s ' �� I J t--� E. cs4') CONSTRUCTION NOTES QUANTITIES OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING i , 1. FLOOR 4F BOX SHALL BE CLOW ED SMOOTH. SECTION I A I R�~wl 2. IF THE TOE OF SLOPE IS ALLOWED WITri.N THE R/W, INLET TYPE 1 lA CONSTRUCT 6" AC PAVEMENT OVER 6" AB MIN. ALL ROCKS W11CH PROTRUDE ABOVE INE SUB-GRADE AND ALL VOIDS OR _ T___ ____I_ � BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. SAN BERNARDINO RD. 6,984 SF DEPRESSIONS SHALL BE FILLED W M A FINE GRADE MATERIAL OF A INLET TYPE 2 I , _ TYPICAL SECTION QUALITY BETTER 11�4N 1N£ NATIVE MATERIAL. a 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24') EXTENSION BEYOND 1B CONSTRUCT 4" AC PAVEMENT OVER 4" AB MIN. 9,074 SF m THE R/# LINE jS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24`) I 1 OR E FROM THE R/W LINE; hOWEVER, THE PAPE SHALL EXTEND FROM STA. 45+50 TO STA. 46+25 12.1F THE ASPHALT CONCRETE /S TO BE PLACED ON SUB-GRADE, A SOILS 1s lm 250 t0`� I I I - 'ti - R MORTO THE R/W LANE IN ANY EVENT. 2 GRIND & OVERLAY 1.5" MIN. EXISTING AC PAVEMENT AS 11,400 SF SMER/LANT R£GISTE'R£0 BY 7HE EPA FOR USE UNDER AC AND P.C.C. (S/a`)� I � ' I 3 IM SCALE- 1"-10' HORIZ. 1"=4"VERT. NECESSARY. , .un 4. TOP OF INLET STRUCTURE (TYPE 1 8 2) SHALL BE FLUSH MT14 ADJACENT SHALL BE UNIFORMLY APPLIED AT THE M4NU1AC7UR£RS RECOMMENDED SECTION l6. SURFACE W4ERE PRACTICAL. T.1.=6.0 841E FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING J `� e I ! e INLET TYPE 1 5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD R-24 O CONSTRUCT 8" CURB & GUTTER PER CITY SID. PLAN 104 A2-8. 1,741 LF OF ANCHOR i (5/8 x 6-3/8=, 1 HEAD) ATTACHED BY A FULL PENETRATION BUTT 13.EST/MATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE DETAILI l'' I WELD MAY BE USED AS AN ALTERNATE ANCHOR. CONVENIENCE OF 7HE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN I 1 1 75 mm 4O CONSTRUCT COMMERCIAL DRIVE APPROACH & SIDEWALK PER CITY 2,896 SF OEIERM/NAllON OF CONSTRUCTION QUfNl717ES BEFORE SUBMITTING A AT POINT N ANCUP.9FAGt �i Ah R 3• ;x1saFncE 6. NORMAL CFACE AT PONT M AND Q. CURB FACE IS B + 125 mm (5`) STD. PLAN 101-C. "W" AND "R" PER PLAN. __ � ---_ _---� � __ N AND P. B10. Y ITEM OF WORK REQUIRED BY THESE PLANS WHICH /S NOT __ 7. THE 75 mm (3`) LEG of THE 16 mm (5/e") DIA ANCHORS SHALL PROP. SPECIFICALLY LISTED /N THE ESTIMATE OF QUAN7777ES SHALL BE -- -- BE PARALLEL TO THE IOP OF SIDEWALK. • S. R/W 5O CONSTRUCT 4" PCC SIDEWALK PER CITY S7D. PLAN 103, W PER PLAN. 10,320 SF CONSIDERED AS INCLUDED /N THE OTHER I7EMS OF WORK. POINT 14 POINT N POINT P PGINT O 33 S. SLOPE 2.o9t:. 14.57REET SIGNS PER C17Y OF RANCHO CUC4MONG4 STANaWD PLAN NUMBERS 401-A 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT I 22 11 0 ADJUST WATER VALVE TO GRADE. 5 EA EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR . 8 11 5.5' 0.5' PLAN CONSTRUCTION SHALL BE METR°C VALUES. IF ENCL�SH UNITS ARE USED. 3 2, O7 ADJUST MH TO GRADE 4 EA AND 401-8 S1�ALL BE CONSIRUCIEO AT EACH JNIERSECIION. ALL VALUES USED FOR CONSTRUCT!ON SHALL BE ENGLISH VALUES. HOWEVER, J 15.Clrr APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 815M STEEL. RESPONS/B/UTY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 7400-mm 400 ""(t01 S Vo mm (10) � o ® v� - 80 INSTALL STREET LIGHT BEHIND CURB TO BE COORDINA TED WI TH S C.E. 6 EA DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS TC GRADE LINE AS S/2 ® AND PAID FOR BY DEVELOPER, LAMP TO BE 16,000 LUMEN MT71 4' MAST SHOWN ON PROP!LE Tor OF cess SHALL BE PROMPTLY SUBMITTED TO INE CITY ENGINEER FOR APPROVAL TOP Or CJR9 ® 3 as ¢ TO 2X UNLESS OTHERWISE NOTED. 16.WORK SITES AND EXTERIOR SIREETS SHALL BE IN A NEAT, CLEAN, HAZARD FL (`�92� -" 9O INSTALL STREET LIGHT BEHIND CURB TO BE COORDINATED NTH S.C.E. 5 EA FREE, ORDERLY STAID 1HROUGHOUr CONSTRUCT70N. SITE SHALL BE CLEANED - POINT N POINT P POINT a ti 5 3 AND PAID FOR BY DEVELOPER, LAMP TO BE 5800 LUMEN MTH 4' MAST UPON REQUEsr of THE INSPECTOR. Polar M PROFILE E ETN SIDEWALK fhL A.Inzeo Sha wAuc MGA Fl""�' GRIND OVERLAY AC 1 D CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STD. 151-1, SHOWN HEREON, 5 EA I ZAARVE SOIL /S TO BE SCAR/F7[:D OR RIPPED BETWEEN MEDIAN CURBS PRIOR 3 REMOVAL AC C & G "S" AND "D"=PER PLAN. TO FILL PLACEMENT. ;,,,,,, r sAa FCA s= 7Ma�JS5 LSE t ,N \ SPACa s, o r AICHUTrER� AII JSE 3 0401M `-I SArrFA k•: s.1 NOTE 8I PAVEMENT 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING a4 YS �� ' 2a Fat s= 1200 ra(481 AND tom, . :,t ti c 11 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHS. 1. PR/OR TO EXCAVATION. PHONE NO. 1-Soo-227-2600 �"24 2a64649.5 I= 73 mi. 'I 2C0'-R I- `� SAN BERNARD/NO RD. PROVIDED FOR YOUR CONWN/ENCE ARE THE FOLLOWING. si plc s> ��L -� 45 ,411 210 v' R'° SECTION A-A TYPICAL SECTION A SAN GABR/EL VALLEY MUNICIPAL WA7ER DISTRICT (818) 969-7911 200 80 s ( ll*�hl(int S`M AArat�r'.t1Z' o"sT.vc MR. JAMES FRET 1350 54225 h• s 159�, FROM STA. 37+60.70 TO 45+25 SIGNING AND STRIPING NOTES QUANTITIES FOR BASE UNE ROAD CONSTRUCTION 's10 te9 s r sAas ARE In�I 1 3} t _ ` " ' �r3 •+20 SCALE. 1"=10' HORIZ. 1"=4"VERT. 1650's 189 41 rs•u)MAX oG B. GENERAL TELEPHONE COMPANY (800) 483-3000 ,e r21 121(3-IWk. I f I T.1.=6 0 O1 INSTALL SIGN ON POST PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-8. 1 EA. FOR UNDERGROUND SERV7C£ CSOUTHERN CAUFORNL4 GAS COMPANY (800) 427-2200 SECTION 3-8 �� R=24 20 APPLY 8" SOLID WHITE STRIPE PER DETAIL 38. 159 LF . 1981 W. LUGONJA AVENUE AMERICAN PUBUC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER O3 APPLY PAVEMENT MARKINGS OR DIRECTION ARROWS AS NOTED ON PLAN. 2 LA. REDLANDS, CA. 92373 STANDARD PLAN AMERICAN PUBUC WORKS ASSOCIATION.SOUTHERN CAUFOMIARAPT STANDARD + CONSTRUCT/ON NOTES FOR STREET TREES FRWULGATOr n-.1METMC t METRIC rCI Uftle NOR" arc. PARKWAY DRAIN ® INSTALL R26(S) SIGN ON STREET LIGHT POLE. 6 EA. GRELSMXX''',=bT U D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 im S - 1151 - 1 9641 SAN BERNARD/NO RW F".1ow USE WITH STANDARD SPEOFICATION3 FOR PUBLIC WOR"CONSTRUCTION SHEET t of 2 PARKWAY DRAIN SHEET s oF: 1) ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE WITH CITY STANDARD PLANS. RANCHO CUCAMONGA. CA 91730 Q INSTALL R18-1 SIGN ON STREET LIGHT POLE. 2 EA. 2) PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE E METROPOLITAN Wi41ER D/SIR/CT 909( ) 593-7474 © APPLY 4" SOLID YELLOW 300 LF 700 N. MORENO AVENUE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY 7 VERVE, GA. AVE REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. O7 APPLY 4" DASHED YELLOW PER DETAIL 1. 284 LF F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 SPECIA L NO TE 3) ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 7951 REDWOOD AVENUE FONTAAK CA 92336 THE EXISTING OVERHEAD U77LI77ES (TELECOMMUNICATIONS AND ELECTRICAL) 4) STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. QD LOCATED ON-SITE SHALL BE UNDERGROUNDED FROM THE F7RST POLE OFF-SITE OF THE G. PACIFIC TELEPHONE COMPANY (714) 999-5639 WESTERLY PROPERTY BOUNDARY TO THE FIRST POLE OFF-SITU OF THE EASTERLY 19.1H£ F7NAL OR SURFACE LAYER OF ASPHALTIC CONCRETE RAADWAY PAVEMENT PROJECT BOUNDARY. _ _ __ __ _ _ _- ___ i _ _____t __ ___ k- SHALL Nor BE PLACED UNTIL ALL U77UT/ES & U77UTY LATERALS WITHIN STREET TREE SUMMARY THE RAADWAY NAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS M/N.GROW INCLUDING ALL GRADING HAVE 8£0 COMPLETED, AND ALL UNACCEPTABLE SYMBOL STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QTY �I S cT�NOF E CITYROADWAY PROVEMENTS ENG/NFF �£ REMOVED AND REPLACED TO THE pR/VA TE ENGINEER'S NOTICE TO CONTRACTORS " DESCRIPTION of REVISION DATE I APPROVED - - - 1HE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTAURES OR STRUCTURES SAN BERNARDINO RD LAGEERSTROEMIA INDICA CRAPE MYRTLE 3 20 0.C. 24 BOX 27 LQ 20.oN 7HE INTERIOR srR s WHERE s', SIR` 's SIGNS, A r FI rx£ CURB, ° CITY o f RANCHO CUCAMONGA THE /NSTALLA110N OF STREET LIGHTS, STREET SIGNS, ANO FIRE HYDRANTS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVA/I�IBLE RECORDS; TUSCARORA HYBRID-PINK SHALL BE LOCATED BEHIND THE SIDEWALK. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT � THOSE SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE X FOOTHILL BLVD. PRUNUS BL/REIANA NCN 3' 20' 0.C. 15 GAL 6 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE MIN. TRACT 16567 DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LGAB/UTY AND R£SPON- S/B/LIrY FOR THE U71UTY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. C N o4I fO glFO 0 THIL L BL VD AND Ljj 77-IE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- ,��• 9iy q 0C IB/LITY FOR THE JOB SITE CON0177ONS DURING THE COURSE OF CONST RUCnON EX/S TING SUR VE Y MONUMEN TA TION Q) �y G) SAN BERNARDINO RD OF THIS PROJECT,• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT - C66388 yt2STREET IMPROVEMENT PLANS THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS• AND THAT THE CON77?ACTOR SHALL DEFEND, INDEMNIFY, AND HOLO THE OWNER l HEREBY CERTIFY THAT l NAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDUC C', m S) THAT COULD BE DISTURBED BY EXP16'10.D - - - - - - --- - - -- - --W - AND THE ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST /N THE FIELD ARE SHOWN ON THESE PLANS AND ARE * * APPROVED BY: J DATE: d �ZUS IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING DESCRIBED AS FOLLOWS: NONE q CIVIL- ��P OF ESS CITY ENGINEER / (,� RCE:' 24953 Underground S e ry 1 C e Alert FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE tAN D s of CAt�F� ��� N I e OR,�Fy - -- - ---� ENGINEER / o - �� v'QL ti �% DESIGN CALL DATED /��r��� �ONY ,y �5 F� c� MADOLE 8c ASSOCIATES, INC.; RECOMMENDED CONT94PTOR SHALL VERIFY ALL COND177ONS ANO DIMENSIONS AND SHALL REPORT q '1i 0 w m C 66388 = MNS I CONSULTING CIVIL ENGINEERS "''74A ?-•17• C� TOLL FREEDISCREPANCIES �? ANTHONY MRO O C x AND LAND PLANNERS ALL TO INE ENG/NEER PR/OR TO THE COMMENCEMENT OF WORK. ANTHONY ARO L.S. 7635 Q .� o -:� �„ -- - - -� - - -- -- --- -- � 1 _800 No. 7635 Exp.. * 7B0-A S. ROCHESTER AVENUE Exp: 12-31-2004 No.7635` sA�xpC6V30-o6�\� DRAWN % 9?0R 093 A 9151 SHEET (. 1 4 227-2600 FaF o of � `P�qA, OQ`�\ l CAt�'i � _ _._Jv 66388 q V1111-, (03 CHECKED �-fi�E No DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG RRN ; DATE 2-16-( FILE No a0T PROJECT SHEET NO. ____OF____ JA714-1715\streets\st01.dwa.2/16/20051:18:05 PM.1v ri BENCHMARK - BENCHMARK NUMBER 20-B N ELEVATION.• 1207.662 -�-- , - BLT THE NWC OF VD, 63 FT W/0 CLI ARCHIBALD 84LD AND AVE.I LAND Pt-F Q T P �I�� a 44 FEET N/0 FOOTHILL BLVD, SET BRASS i - DISK IN TDP OF CURB AT WEST END OF r� CURB RETURN. � v � $� $ I+ � � ® �'N � .L °N°• N 1- l- w T $ $ $ $ l- As + 18X $o + �, N �� a 417JOR L "� $ S a_� `�'= o+o •� N _ N .32 o N i-0.40A', 0.40R' ��� N $ + °! N o.BR Y e °0 7F q k i o A 7 °° \ +N 1- � - _ 7F7 �F� ,-- 1- 7-. --T --T / a - ��� �tt 21 FF --- -I I �T I C NTR C7 'T VE /E - - - F E T 0S�RIXTfflff-- I PRI� -- _ - H*T FFF ORIIZ 1 40 _- �� F� F7L F7 -f- 0 17+00 18+00 19+00 20+00 21 +001PLAN 1 40 22+00 23+00 24+00 25+00 26+00 27+00 16 0 SCALE IN FEET 40 8 1 0 160 AL P.L. II CURB DATA: CURB DATA: WRITTEN PERMISSION, FOR OFFSITE _ P.L. 0=90'0000 D=77'21'52' TR. NOv 6567 CONSTRUCTION WITHIN PRIVATE L=12.57 L 21.6 CURB DATA: ECISTING EASEMENT FOR INGRESS W R=8 R=16 D=20.46'39' AND EGRESS, RECORDED /N BOOK I PROPERTY IS REQUIRED PRIOR TO i VACANT T--8 T=1281 L=30.67 s APPROVAL Of THESE PLANS c� 55.6 R=84.57 6289, PAGE 102, OF RECORDS. I I ECISI7NG ORNE-11-1RU � N.A.P. I T=15.5 so 41' 29.5' EXISTING SERVICE STATION RESTAURANT 8 8 s APN 208-151-19 N.A.P. Jp o 03 J 0 49' �,O o cv = B' WIDE + 47 i` �- '� ^ c` SIDEWALK ESM T o �u 'o --, - -� p 1 = _ J'xt O O 1B SPH t\ 2 . ti v cnN o p o o a+i � N �� 3 + PRQP R �a + `O Q I PRgP R/IN + 0�so2G4.s T - - , PROF'R/W - - _ i 11 5 �v iS '•' _ 11 N ,� 1 11 N s N ^ �A ^ __ • (�J.at \ _ J I � 112 `- 04�OOTC i - _ _ SPt�_� - - - '��-!�` \-�'�, - - - - �rt � T 5 - - - - s` - j 5 `� aWs r r 12011- .5510 t T i 0 .: _ .. _ - _ - G dF G _ - o JOIE z WG'Ur o - - 3 0 �O63OX �o H ^� °� Z - -120�W� ( P205.i `O 1� 3 1205. �h _ _ a --- �} 1 A r -- 63FL _. - o _ 4.8 T c3 J 7 03, _ F - �r _ 7 / 7 r2c4. 7 +rs s 7 s =I ISTD h1EDlAN ISLAND �-`' ' +2Cs 2- .y � 72 ti - r20 z s s ON " _ N 11_ - - - _ - :_ - _ rc -- _ - -_- t - Ct-- _1_2_ _- - - ,�.._ 25f 00 1103.8 3 1204.P 204.5 (p = -N v+ - {--� - ' - .57 1.,f 0( ^ ... _.,^ = -= - .-_ �t 12 © �� ,-�, . - _-' - `�, - 17110 - ' `v 4 -+ - " { - -----� - �' _�z�3 �(� w .• 20f _ • - - - ��p Y i' __ _ _ s - - Y� -- s _ ci �v 24+83.06 CL /N i „. - -- - - - �- --� ', �} t2G3.5 PL"t58 r2f5 -� _ t,nr .2C4.b V l 4 r203s + 17+01.10 CL /NT.g - I 1205- -�- 1D 4 - r---- -- �_ -- - - -�o q=I F / t - �\ T r--- 10 - - x- f0 r _. rM1A[ACHITE-AVE:- ►- � _ HELMS AVE 10 yr2c4.s _ 10 -- � _ - - _ -1205--_ - - - - -- - -- \- --- - _ -- - - - - - - - - - - 1205 - uT T 14 - 7 1201 ,'3 '3'x.1.__._ , --_ \\ .i-�-A .w -.- _-_ -- '1 I __.' I I \ �) 1201CONSTRUCTION NOTES rai MA TE A VE. �' CONSTRUCT 6' AC PAVEMENT OVER 6' AB MIN REVISION DATE APPROVED � I HELMS AVE. � � � DESCRIPTION of RE S 18 CONSTRUCT 4 AC PAVEMENT OVER 4 AB MIN. LEGEND 4 NEW AC PAVEMENT 2 GRIND & OVERLAY 1.5' MIN. EXISTING AC PAVEMENT AS CITY of RANCHO C U C A M 0 N G A oc NECESSARY. QOf ESS/v& Q GRIND & 0VERLA Y 1.5' MIN. 3O CONSTRUCT 8' CURB & GUTTER PER CITY STD. PLAN 104 A2-8. �wwQ NIED�7�P `rye TRACT 16567 sAWCUT & REMOVE ECISnNG AC PAVEMENT, CONC, S/W `� 0 066388 O CONSTRUCT COMMERCIAL DRI VE�APPROACH & SIDEWALK PER CITY y rn F00 THIL L BLVD ® PROTECT/N PLACE STD. PLAN 101-C. W AND R PER PLAN. ¢ EXPL'� ® REMOVE' EXIST• POWER POKE 50 CONSTRUCT 4' PCC SIDEWALK PER CITY SID. PLAN 103, W PER PLAN. ` � CIV►�- ��� S TREE T I MPRO VEMEN T PLA NS S REMOVE AND SALVAGE SIGN FOOTHILL BLVD �C�`� STA. 16+61 . 84 TO STA. 25f76. 00 0 O ADJUST WA IFR VALVE TO GRADE. 0 7 ADJUST MH TO GRADE FEss/ APPROVED BY: DATE: ��/i�J N oQR°N IF-Nqt CITY ENGINEER /f� RCE: 24953 Underground Service Alert 8 INSTALL SIREET LIGHT BEH/ND CURB TO BE COORDINATED Wl1N S.C.E. h``�'�¢ R�tiy�' DESIGN RECOMMENDED 'q- AND I O � i MADOLE 8c ASSOCIATES, INC. � AND PAID FOR BY DEVELOPER, LAMP TO BE 16,000 LUMEN WITH 4 MAST W m C 66388 y m MNS CONSULTING CIVIL ENGINEERS '��14 .�+1? e;� O AND LAND PLANNERS N CAL UNLESS OINERWISE NOTED. c DRAWN 760-A S. ROCHESTER AVENUE SHEET TOLL FREE 10 CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STD. 151-1, p Exp: 6-30-06\� °790Rf.CA 91761 --800 "S' AND "D`-PER PLAN qT CI IL o`�� `)V % ' 66388 2 OF 4 � 227--2600 11 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHT. 1. CA CHECKED RCE No DRAWING NO. RRN DAT 2 - � FIFE No � I F-TIF '0 TWO WORKING DAYS BEFORE YOU DIG PROJECT SHEET N0. ____OF____ J:�714-17151streets1st02.dwo.2116/20051:18:54 PM.iv iL I - +1 _ _ _ _ _ _ _ _ BENCHMARK a - - - - - - - I - -- - - - - - - -- - - __ ._.. -- -- - - - - -- - - -- - --- -- - - - - - - - -- - ELEVATION.• 1207.662 AT THE NWC OF ARCH/6A 0 L AN F THl T D 00 LL BLW, 63 FT W/0 C.L. ARCH134LD AVE. AND ET LL F 44EPOOO / ABL�ST ENDAS CURB RETURN. C NSR CTO Tft VAR - - - - - - r C NSF �61110 - I I F l- T- T- 1-1- l- T 1 I l-T-l-1- 1- �l- 1- l- (� T T �� T 1 T T- T T FT .� - .4 X _ I -,- 44X 4;23 .� 0�^ (�56% -� (0 6091 `mob• `d `' I 4 - - -- -- 4 I N _ `y _ `O `�i I IT- V - -- -- - - - - -- - - - - - - - - N -- -- -- ,�T � T I � - - -FT-FT-T- T - - _ - Z'hlks _ -- - ------ JT- _ r� - T T T T -FFF � i ON V (� $ ?? O $ +N 4L-O �l j'� dD N �? 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ANO. + - 122.6 16567 + LO $ co 18 � I � � .�- _12� � T � � ;�� Ih � � �t�� I t 5 I 17 16 I� 15 14 _� 13 .- _ •12 11 f0- 9 8 \ 7 .6 5 4 4 I� o^o 0C p N vS N ti is �, R 9 I-U Q DESCRIPTION of REVISION DATE APPROVED ZE CITY of RANCHO CU CAM ON GA LEGEND CONSTRUCTION NOTES �oFEssi NEW AC PAVEMENT 18 CONS IRUCT 4" AC PAVEMENT OVER 4" A8 MIN. �Q�, HIEOgtiq! • 2 GRIND & OVERLAY 1.5" MIN. EXISTING AC PAVEMENT AS h�-wQ� y°yin TRA CT 16567 GRIND & OVERLAY 1.5 MIN. NECESSARY. w C66388 n SAKVT & REMOVE EX/SR7NG AC PAVEMENT, CW, s/w * �� * SAN BERNARDINO RD © PROTECT/N PLACE 30 CONSTRUCT 8" CURB & GUTTER PER CITY SID. PLAN 104 AZ-8 sq cw,�. ��. STREET IMPROVEMENT PLANS R REMOVE EXIST. POWER POLE SAN BERNARDINO RD 0 CONSTRUCT COMMERCIAL DRIVE APPROACH & SIDEWALK PER CITY � F 0{>S.1F O STD. PLAN 101-C. "W" AND "R" PER PLAN. STA. 37+60. 70 TO STA. 46+42. 50 O CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN 10,3, W PER PLAN. APPROVED BY: DATE: Underground Service Alert � .N eo,� 9 SPEC/AL NOTE 4R N CITY ENGINEER �T�� RCE: 24953 60 ADJUST WATER VALVE TO GRADE. �`` iyti�, DESIGN RECOMMENDED I MADOLE & ASSOCIATES, INC. d' CALL THE EXISTING OVERHEAD UTTUTIES (MECOMMUNICARONS AND ELECTRICAL) ON i I" �+' O C 66388 y '" MNS CONSULTING CIVIL ENGINEERS 14A 7'•I�� TOLL FREE THE PROJECT SIDE OF SAN BERNARDINO ROAD SHALL BE UNDERGROUNDED FROM 90 INSTALL STREET LIGHT BEHIND CURB TO BE COORDINATED N7H SCE. AND LAND PLANNERS THE FIRST POLE WEST OF MALACHITE AVENUE TO THE FIRST POLE OFFSITE' OF THE AND PAID FOR BY DEVELOPER, LAMP TO 8E 5800 LUMEN NTH 4' MAST. DRAWN Tao-A s. HESTER AVENUE SHEET Exp: 6-30-06 P O TAR O CA 91761 1 -800 EASTERLY PROJECT 80UNDARY, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR 79 9� 937-9151 227--2600 OCCUPANCY, N11CHEVER OCCURS FIRST. ALL SERVICES CROSSING SAN BERNARDINO 11 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHT. 1. 9T�GF1c i.�Fo�� JV 3 OF 4 ROAD SHALL BE UNDERGROUNOED AT THE SAME LIME INCLUDING THE LINE CHECKED vRCE No 66388 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG SERVICE EAST OF THE WESTERLY PROJECT BOUNDARY. RRN DAT 2- -- FILE No PROJECT SHEET NO. ----OF,--- J:1714-17151streetsist03.dwa.2116/20051:19:58 PM.iv