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HomeMy WebLinkAbout1242 0 MEN ZL EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD ( ) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CU13RENTLY EXIST IN THE FIELD ARE SHOWN,,... ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS 11011145 F 4, , Vf Am DATED I , Y ` IN TH rm t; I v 1� ri j6% Al Ml In Hrm Ntmoll ILJRAL N%j I tzo AM N u aMoNUaNorm 0% jimmomy &p% ow r% � �� CURVILINEAR SIDEWALK NOTE : 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE ITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD � " CURVILINEAR SIDEWALK SHALL BE CONSTRUCT I F IT T . 11 . APPROVAL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS HALL B A I T IE ADJUSTED CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE NECESSARY TO FIT EXISTING FIELD CONDITIONS V Y T LI INSPECTOR FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THELIC K INSPECTOR SHALL II AMINIMUM OF 48,HOURS PRIOR TO ANTICIPATE FIELD INSPECTION I T N A 2.� ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWERCHANGES POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT ARE PROPOSED TO THE CONCEPTUAL SIDEWALK LAYOUT T F RED-LINED SHOW- SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN I THE PROPOSED CHANGES SHALL B SUBMITTED T THE TIME T TIC I IV ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL TO THE CITY. BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT AIGHLAND NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA } WILSON ® V/° 1� ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR 1 ) --+ AVENUE N CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 4. L SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY {g ua ('� EY/�T. .3' !Y/G7E. /rT 70 �eew�Z9 l LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. Y ( 11} • 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BAC . KFILL, COMPACTING ORIGINAL GROUND .AND ALL SUB-GRADES SHALL /o HIGHLAND VU BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. �� Y � A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED /to, TO THE CITY ENGINEER FOR APPROVAL DEER t . PRIOR TO THE PLACEMENT i t ''>'<' ;, � 19TH ST. :>:<:�:>::>:::::: 9 CREEK w �� � �co � OF BASE MATERIALS AND/OR SURFACING. � .... .:.:...... w CHANNEL ,� w T op THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE J ..... ....... .'... ................ ..... .:: SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR ::::::;:. :;::;:: DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND ............... .:...:... ® 4 f TPP , .e ,�.���✓ GRADATION OF ASPHALT PAVING. � � 1 7. LLJ SO. PACIFICRAILROAD WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH ' �'_ -J - CoA1. CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED L" NEW IMLET BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE �'' S LIN G'QiY,ST, AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE /9 � �� AC �".9vE�lE�vT MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. \ f c9.2� �„ 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM MAR P \ 97,70 SPONSIBLITY FOR THE CORRECTION OF ERROR AND OMISSION TENT ' �,,� DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED • �9g 15 . .......... ........ SIDEWALK OTE • , ,• 3 '''-- ---- PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER 1 i � � � ---__ FOR APPROVAL. � • 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD ►4 ALL UTILITIES (INCLUDING FIRE HYDRANTS, STREET LIGHTS, 4.95't �- 3.�s'f t► '�'•� ,� .M ''--- -- __..�� 1 FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE � STREET SIGNS, AND MAIL BOXES) SHALL E LOCATED BEHIND � �,��.. CLEANED UPON REQUEST OF THE INSPECTOR. 4 ` SIDE ALK WHEN ADJACENT TO CURB. 10. THE REPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING �.. U U�f3 �UTl , ► EPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND 24 �� G �® ee WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE /C U T4f O,� X/.>,T:f3.99v`' X I' C617* 1111 N1A A INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL ,rf� R�CO/I/STiPI/ Tai-,f,��, m 25 -- DE BE ACCOMPLISHED IN THE WITH APPURTENANT ORDINANCES � � \ C171574 3002 �82 � � � �IREBUILD.AND STANDARDS. 11. ANY CONTRACTOR PERORMING WORK ON THIS PROJECT SHALL G y �+ /■L` FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE • 13 L cl N �� ,11BASIN FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 13443 VIP INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES 7 \ ARE SHOWN ON THESE PLANS. op I \ _ `!��._�'1 _ .---.1399 \ � 12. SHADING ON STREET PLANS INDICATES A.G. PAVEMENT. 23 --aTo 27 4? \ � .�9 t�� .9c./'�4�EA9ENT 2.8 22 32 29 �f1�. \ �� 17 ( } _ cls _��, \\ T _ .. _1398 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. : . , PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT `� Zoo - - LLj POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE 1 "' n -C ,: 1- ( 13�°T FRNATE ENGINEER'S NOTICE TO CONTRACTOR. THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE I _ w_ 4 ., �.? :"' ''-� eE THE EXISTANCE AND L '' /rExr�T, OCATION OF ANY UNDERGROUND UTILITY,PIPES REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL _ _ � J, .,� OR "b STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF i2 .,t CURVE AREAS. . , �I �� C'6,ee J curr25e AVAILABLE RECORDS. TO THE BEST OF O s° w_.. _._ .. _._ .. ___. UR KNOWLEDGE THERE ARE NO SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, w 2/ "` �.' ° ` � ,m. EXISTING UTILITIES • �. 3J EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO ,PROTECT THE E SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 1 , 0 ICES EX/sr. UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50° INTERVALS. , 1�7- _.... _____f 395 PLANS. ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED „Y F ,e arty sTG?/®7.13 ("� V �� ..., ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 15. T WARPED OR VERTICAL AREAS. �°, ,w 1394 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A S IF THE ASPHALT CONCRETE Is To BE PLACED ON SUB-GRADE, A SPIES _ SAFE P (/'�� (`�� /� LACE TO WORK AND THE PUBLIC STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.G. lav\ IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY HALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED .S.P.R. WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" of THE U.S. ATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. SCALE: HORIZ. I" = 5` DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". VERT. I" = 2' �€C«EnID �D�' s7leEFT TKEESINDICATES SHEET . 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR l . 1 2® �30) THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE THE CONVENIENCE (JF THE DEVELOPER. THE CONTRACTOR SHALL MAKE � ` CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE HIS OWN DETERMINATION. . OF CONSTRUCTION QUANTITIES BEFORE "OCCUPATIONAL SAFETY AND H �� STRFET /1� BoTANlC1�L C MMD 11I SPA �KL� S CJ 6 SIE Q EALTH REGULATIONS" OF THE U.S. SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS �®�R�.� SES"s�l���„T I8 a�3Z DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES pLAC€ /LL•� /N dND R/t. C.E' Ti�IE"X F W/ 19ONG 7YPP" 7RF S AS NFFAFA. # CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE INULA IVIAF SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SCALE R® , RESPONSIBLITY FOR JOB SITE CONDITIONS. DURING THE COURSE OF ' 7. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. CONSTQVGt(01�1 NDT,�SPGIR STl?FET Ufa: � BASELINE ROAD CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 1) 4LL SMAS'TREE5 ARE T4 8E•PLAHM IN,4C E W11N C11Y STAIJOAAD PLAw tal PROPERTY; THAT THIS 1$. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHA ,L TAREQUIREMENT E Z) PRIOR ?r1 CD�►k►E�►CEMEIYI'6F ANY A131dTi�6,, /t N q�RONdMC SAILS IQEPORT SN�GG HE kJY�N� to THE GIY Q M NT SHALL APPLY CONTINUOUSLY AND BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL..,ar,TESTS OR NOT BE .LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR 1NSK`7012. AW UNOSUAL TOx(CMES OR NuT RISM DEFICIFNUES MAY R!�'�e ff 4WRiL SOIL AMENDNEN1 S, AS SHALL DEFEND,ND INDEMNIFY AND HOLD THE OWNER AND E.SI DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS, `R° VALUE, Ofi'ERviINs=D BY W G1IY /AISPECT�, -_ CONTACT THE _ r THE EN AND SAND EQUIVALENT OF AGGREGATE BASE. FOLLOWING, AS RECJUIRED 48 HOURS , ENGINEER .3) ALL ST1�EFr T�2EE'S ARF'SUBJECT TD INSI'fC110k,�NW AC T,INCE 6Y "FA161M�E` d6 pF/ IE7 1Q F PRIOR TO EXCAVATION: HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION 19. CONTACT ALL WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE UTILITIES AS REQUIRED, 4$ HOURS PRIOR TO EXCAVATION 4) SrRfFI n�ARE'M AW,A.4NTEO M P 8L C IMPROVE#FFI�j NS o L,'{. `Q'' ' U ILL GENERAL TELEPHONE COMPANY: (800) 422-4132 N PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 280 SOUTH LOCUST, FOR UNDERGROUND EGLIGENCE OF THE OWNER OR ENGINEER. LELiMNU _ /Ga , ' p, P.O. BOX 2920 SERVICE (SEE UTILITY LISTING HEREON} 4 C3 531 POONA, CALIFORNIA 91766 N°'® ` (O-OFT.) = !,�f' 9, D F < } + ct�.� Flb.F-L� mo-�-.C..ELeq a�v.PL. �' VI/ .p ROLLED CURB ON Vtc.F'K K.u-,). `�-{Tg"2.. � EXP SOUTHERN CALIFORNIA EDISON: (714) 529-2070 I RytS�U QUANTCC'I�� 0 STRF FT NA "F. SIGN •�► SUBSIDENCE ( ! •) ? + Df 2191 EAST BIRCH STREET 714 S2 -2889 ( ) 9 cS' BREA, CALIFORNIA 92621 2O• PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND e4X cN\ ��. J QUANTITIES I ! ,"T f DESCRIPTION OF REVISION T CITY APPROVED PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR PUBLIC STREET LIGHTS OF G 1 ( / ) < ,�,�, �, CUCAMONGA WATER DISTRICT: (714} 987-2591 TO FINAL PLAN APPROVAL). coNS7Rt)CT ORIV6 AopPRaACl�1, SNaW E"x)$T. TRFi S 9641 SAN BERNARDINO ROAD ft mca a"al Ank a a i. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY FIRE HYDRANT AW APP Nw INITS,AS mi rxv srrsl 7,, I I ( > �. RANCHO CUCAMONGA, CALIFORNIA 91730 Ay,,AND 10 8Y 6 & SO= T T Vr mv A A PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY -- --- WATER MAIN 11�C'CZOOT-DOf3s, IC'� 9'®Opp � �' � If - 01040GA RAN it; ummA ,/ SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889 LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE 2191 E. BIRCH ST IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND GATE VALVE c®e�rT�°'`` °' srL'Ew,�G'eAp°tea T �.- STREET (714) 52g_7070 ,e671 /V//VG t A4L Cs,56 S/fT�. 814 9. r / BREA, CALIFORNIA 92621 ALL UNACCEPTABLE PARKWAY STREET WROVE PLANS FOR AND ROADWAY IMPROVEMENTS ARE IMPORT REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. SEWER MAIN AND MANHOLE PACIFIC TELEPHONE: (714) 999-5639 22. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CAI_'F0RN1 \, _-SD _ STORM DRAIN a �M."/t'01/�lylFtlT.�l��' 7;tp /�7 ell DFPAR I-MENT F TRANSPORTATION? "TRAFFIC MANUAL" -7„r-- 56! .SMT. 4 �a/ 7 METROPOLITIAN WATER DISTRICT: (714) 593-7474 L E S HE trm: 1=T BUILDING TI P.-O. BOX 54153 a �• SLOPE (°/¢ PER PLAN) 6 �R STREET IMPROVEMENTS TRACT 14534-18 Z SEE SHTS. t •? i 0EE I 1.3, . ,21,22,28, 9,31 32 SHEET TRACT NO. 13279 .`'° '�� LOS ANGELES, CALIFORNIA 90054 OR STREET IMPROVEMENT QUANTITIES} 77 w . '� �tf,� , '" r a ..�� .5'HT, 2�/^� q,D/.�G/NE ,:la"A/?l0 pE.SIGNR?�D AS RGT�,F?N Tc� C/4�G/�tP�Ems"/1tfG ,��c. - 773 L/N'4E ',:,1" � . M � ; �.. _. 1 �/�7t�1�5�' CC3tYSC/�TIN�a C7RGUF'� ,� BY: T � C w a , x . - §: CITY ENGINEER - R.C. 2397 x; r `� �\ S T 2 -ADDED DRIVE A�'Pk'0.4CHES S/DEGY,4L�(S •, - .. , 1 U ER +5 �. , /D-23 9G' $ DESIGN . t + 3, �; 1 /, r ND /W DRA/tv.S. Qi L.Q.K//VG /IVC. ENCF-I MARK B.M. 1b3B ,v R C MM y 1 Q CONSULTING G r E DED r.w � c x I . ELEV. .297 • d� _.F I� 1297 L GV y � 3 Sq 3C1 tg F4r4 /NT //1/1 ST / v " K_11116A - .,.. w . , W , Q ER R/PN 2-28-,90Y& WILLIAM 24 EAST OF 4860 IRVINE BOULEVARD,sun I' C� ETIWANDA / `2,��- u. . {�. • �' �... / w` r , IRVINE,CALIFORNIA 92720. r w • LYON AVENUE AND 40 NORTH D �► N (714)730-7117 <_:.; . Cl. SHEETIlk Ir F t - ® RE111SED ULT/�t�tAT,E STR/P'/NG R,4N ovR Roolv�STER AI/ 2• - 8840 A CHI ALD SUITE OF BASELINE, SET BRASS M.C. 28 lelOntl*.7RANCHO CUCAMONGA. CA`WORNIA 917'30 BENCH DISC. IN TOP � } ---�-Q a CHECKED °` PESCRIP71ON of^FiVISION(CONT) PATE CST NE END OF A 4X2 CONC. �M �.%fir \ �;�ry°, �;°��r° ;� DRAWING NO. Ty AI�pRovEo BOX CULVERT. DATE . . f Q w r FILE` N4_ 240-4600 AM Iff AW4 0 IJIADIN " GENERAL Nuo" mmipmES °,'L.! N' N LY RIW F,/VvI. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH #k4 REBAR /70', /44' VAR/ABLE 'I,IIE CITY OF RANCHO CUCAMONGA STANDARDS AND n29- , 22 SPECIFICATIONS, AND CHAPTER 70 OF THE BUILDING CODE, LATEST `DED " EDITION, AND THE CONTRACT DOCUMENTS. TYR VARIES Co' VARIES 22► OR 281 VARIES 22` OR 26'� VARIES 4` 44 1O` VARE'S 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOILS �o -- _"� C32► �F� 33► c� . . �,, C 32 OR 38 MIN. • ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECIFICATIONS. LEFT TURN) L..E•FTTURN) THE SOILS REPORT PREPARED BY EARTH RESEARCH ASSOCIATES, l/ .x2 STEEL STRAP WITH II'OR14`. tII'OR14' tIc7Rl4 ! 1`ORIA-` e" BOLT h , MEANDERING I INC., C.E.G., #936 ON AND ANY AMENDMENTS THERETO, ARE HEREBY � � ' � • � ~-� ��-••� - • C21 QR2A.� ' C21'OR24' O.CXo MADE A PART OF. ` - START GRATE ASSEMBLY E 8 LY D T 1 L 2.MtN. E4UESTR/AN 2 MAX- 3. LEFT•TURN} �EF2TU � C).53 2 O.IG,�� TRA/L CSEE 3. I RIOR TO THE S I ART OF GRADING, ALL EXISTING VEGETATION AND -, CONNECTOR O�30.23 LAND CAPE DEBRIS, INCLUDING EXISTING STRUCTURES, , , r �I� PIP FOOTINGS FOUNDATIONS 0. 3 PLANS FOR l RUBBLE, `TREES, AND ROOT SYSTEMS SHALL BE REMOVED FROM p 4. .�-------�- : ` / '�r O' ��0 � �,J 8 0.80*** d, DETA/ J 2 TIIE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. ®; : ® -, 7 oa 4 o Q 4 0.5, 4. AFTER STRIPPING THE EXISTING DEBRIS, ANY EXISTING VEGETATION 6" , p p a t� SIE L, 0.5 AND DEBRIS, ANY EXISTING LOOSE FILL OR DISTURBED NATURAL o ♦ ®,' O•I t,1 pt03 %� ?50 ( ' SOILS SHALL 13E EXCAVATED TO THE SATISFACTION OF THE SOILS �� R .p ON t' won JUNmIT' "I'" m ff OLE I I RANb I VNp••2,3 - ojo ' ' ROUGH GRAL},E L//VE' ENGINEER. ,.--2 CMP R/.SER C�.33 0.80' ' ® / ® . P.V♦C. EQUESTR/.4N I.,INE,`A-5° NORTH M FENCE ('SEE LAND �' 5. I I I L I:°XI OSED SOILS SHALL THEN BE INSPECTED BY THE SOILS STORM Q .INS M (/4 GAUGE) ' , PLAYS FOR DETAILS) I_;N(IINEIaIZ ANIS ANY ADDI`I'IONAL OVER-EXCAVATION SHALL THEN ONL„`Y7 0.30 ! 13C MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S 24''CMN 2<."�•MP RISER (14 GAsUGE) ( ) CONNECTOR R'E~.Q`I� ON LINE 'A-•5` NORTH 026' 2a/4.-I� RECOMMENDATIONS AS CONTAINED IN THE SOILS REPORT. PIPE STORM QRAtN S''(ST M ONt„`(' 6. I,ITI; EXPOSED SOILS SHOULD THEN 'BE SCARIFIED TO A MINIMUM I.)EP`I'I1 OTS 12 INCITES, BIZOUGITT TO A PROPER MOISTURE CONTENT �F=T "�=3"WNITE� -� ROUGE/GRADE LINE`t` + NOTE: AND COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM j I ` STD. C.S♦R ®" / t� /' ~' V.AR IES. SEE PLANFO ADD/T/ANAL DENSITY 'T O ArI„TAIN A DENSE AND UNYIELDING CONDITION. F I j I TEE > �YP 2 `,` ® UNDERCUT FOR STORM DRAIN S /L -f 42, 7. c_'(}MPAC'T'ION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE -�-°-�� SET TEE SEC 6,.MIN:'•►' Y ) SOILS ENGINEER. TION IN WET i'°.dz'-= •'' :'° :� a::i24'°MIN. S �T P 28` CONCRETE FOOTING a TROWEL .• �' RAN `:: = ROADWAY fI. A I LEAST 12 INCITES OF SOILS COMPACTED TO 90 PERCENT SHALL INSIDE TO DRAIN :A::•��•' ° I� /5 r ,t, �i '' � 4- PROVIDED =32 ROADWAY ::' :..•..,._ . \� -_- Z =38'ROADWAY I'IZC)VI1)EI� 13ENEATIT THE PARKING- AND DRIVEWAY AREAS INCA •�• • • � !• ��,.-�..�� C U'T', OCRETE BLOCK M IN.THOD APPROVED ''�`�� �\ = /Ol 9. II' ANY UNKNOWN SUB-SURFACE STRUCTURES ARE ENCOUNTERED BY BUILDING OFFICIAL DtiIZING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT .- ` O 7111: A`T TEINTION OF THE SOILS ENGINEER PRIOR TO PROCEEDING. ° ` l�NSC1"° CG= MY W% Itl. Dt.JST SHALL BE CONTROLLED BY WATERING THROUGHOUT THEuKAIN FiFt R lS E �R - 6 C!`JeCGI «? GC- k; U ri (IRADING AND BUILDING CONSTRUCTION OPERATIONS. a 'G: c z 0aemw�'°e?ec- 11. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTORW I T D E B R I S C% m C I E VICTORIA PARK LANE TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING (NTS) CONSTRUCTION. PROTECTIVE MEASURES SHALL BE TAKEN BY THE (NTS) r CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT OR DEBRIS TO OIe- BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS WHICH ENTERS ONTO PUBLIC PROPERTY SHALL BE UUKb _1_KA1ftv4mblTl%0%N DETAIL REMOVED PROMPTLY AT CONTRACTORS EXPENSE. STRAIC4-IT '' CMF-' Wlo ( NTS) 12. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, T SiTkONA_ TIC>tq INSPECTED AND TESTED BY A LICENSED SOILS ENGINEER WITH RI~010 ON t_INF,♦ `A- ' W'LY CERTIFICATES PROVIDED FOR CITY APPROVAL. NORTH NORM GQ AIN arc. Lv. ELY 13. PRIOR TO START OF ANY BUILDING CONSTRUCTION, THE SYSTEM QNt„� NC R/ R/W CONTRACTOR SHALL FURNISH THE CITY WITH CERTIFICATIONS 98' FROM THE CIVIL ENGINEER AND SOILS ENGINEER THAT THE BUILDING _ P 10 FOOT OF THE APPROVED PLANS Sr4D•GA(V G' C'S' IIVC' •tA --1�' O/VtVG. et �. PAD SUBGRADES ARE WITHIN 0. !VlV�-=�.' �„ ea,, ,, ,, G! t�"2 5c; 48' AND THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN eaANcd? , OBTAINED. - -- ---- ` , I ► 14. THE CONTRACTOR. SHALL EMPLOY THE CIVIL ENGINEER AND SOILS Q''C `b ------ -- 12 OR 14 3G OR 38 '� ► /t�' R/2' ENGINEER AS CONTAINED HEREIN FOR ALL STAKING, TESTS, NNG- e INSPECTIONS, SUPERVISION, CERTIFICATIONS AND RELATED WORK Olt „O �, 5� '�` 2•` AT HIS SOLE EXPENSE AS A PART OF PERFORMING THE WORK '� -;�0.�0O ! H P CONTAINED HEREIN. �SYcSZ'°G•-�Cl�? RF % %ERE A R% MAX. 2 , 15. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING a 1♦�IQ�Q C�•14 4 GE z '�` PERMIT AND NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR TO I-EVEh.. DINE cl4= T THE START OF WORK. uEl"AAIL 16. PRIOR TO THE DELIVERY OF ASPHALT TO THE SITE, THE CONTRACTOR /� �? Z :.+. _ IZ►MA?�.CT`CI�) SHALL OBTAIN CERTIFICATES FROM THE SOILS AND CIVIL ENGINEER N.T.S. 4- _ .. 4 -T-NC)E5 THAT THE PROPER SUBGRADE ELEVATIONS AND COMPACTION HAVEmft MEANDER/NG RQG/Gf� GRADE LINE f BEEN OBTAINED AND FURNISH SAID CERTIFICATIONS TO THE OWNER E CT RR UP E CONCRETE S/DEWALk 3 4a IREANOERING• FOR APPROVAL. CONCRETE SIDEWALK 17. THE GENERAL CONTRACTOR SHALL ALSO BE RESPONSIBLE TO OFE *=38'WIDT/-/ /2 STREET D. SUPERVISE AND CERTIFY THAT PROPER COMPACTION HAS BEEN ETAILl - CONST. 4 "A.C. OV°ER 4"A.B. PAVEIWENT(C//C70R/A PARK LANE) � OA U OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING TYA I CA L Sm"'I"N ( ) 22 CONST.'3 "A.C. OVER ""A.B. PAVEAMVT(AENYON WAY, WOODRUFF" PLACE, LARK OR/VE ,, ..� UTILITY BACKFILL INCLUDING, BUT NOT LIMITED TO: SEWERS, FA/RMONT WAY.} f NOTE: WATERLINES, ELECTRICAL, GAS AND LANDSCAPE IRRIGATION LINES. 3` _ �,® k t4 TAVENUEVARIES.SEE PLAN FOR ADDITIONAL 18. RESPONSIBILITY FOR GRADING SHALL BE ASSUMED BY THE ENGINEER /VST 5 A.C• OVER 4 A.B. PAVEMENT 090C'HEST,E'R AVENUE) OF WORK IN ACCORDANCE WITH CHAPTER 70 OF THE UNIFORM 4 CONST• 4" THICK SIDEWALK PER CITY'OF RANCHO 00CAA10NGA STD. 3/0,,3// 304 °�� w � (NTS) t/IVDERCUT fUR STORM LIRA/N Sl°alL BUILDING CODE. G CoN.�T. 8" CUR43 AV/TH 24"GUTTER PER CITY C7F RANCHO CUCAMONGA STD. 303 � c� ®',- � 19. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO l.SO° O/O' 22 CONST.' INTERCEPTOR D/TCN PER C/TY OF RANCl-IO CUCAMONGA STD. 8/5 (WIDTH-3o,) LT '�" gyp° i6' ib` VAR. THE BUILDING AND SAFETY DIVISION PRIOR TO FINAL BUILDING -- I 28 CONST, GUN/TE DITCH INLET TRANS/7''1041 P,ER DETAIL ON SHEET R/V\/ , RT INSPECTION REQUESTS. A.C. • ► f;\>/w 20. AN "AS-BUILT" GRADING PLAN AND CERTIFICATION OF COMPLIANCE 8,� A.C. INSTALL 24 C.iLIE? /�l GAGES CONNECTOR PER DE'TA/G 43 ON SHEET' 2 �,� WITH SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND - 7� 32` 30` 6 ,M 2 MAX. PRIOR TO FINAL GRADING INSPECTION. -�- 21. ALL SLOPES EXCEEDING 5 IN VERTICAL HEIGHT ARE TO BE PLANTED 14 /8' /8' 12 I Vii•/Frva. s WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED �� / O.5 �,` 2,' 21 4► Q�► / M � sp WATERING SYSTEM. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING m"mm MAX2 O.4� O.2p` (�,r�-1 6.5`� ` 2 2 DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY ,/ 's ( �s t�4r'�T /�l-7O®l�' TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO ..�.,.._._®.,®.�.. /, ��. 3•M4'J C:"C C'•C G:tNlCCa s 7 / _.. CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES (NTS) --� r EX/ST/NG�I /f %� I T t2- ( e d poo', 0 e o j1F 0 NOT SO REPORTED AND RESOLVED. CUR4 � 4 :• ® ® v 12 MAX,(TYF') NO.2424 CAST IRON �Q"o 4 BOTH SIDES PARKWAY GRATE FACE OF CURBS << / 23. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR �. ROCHESTER AVENUE FRONTAGE ROAD = - .;,f�, SECTION A-A - 2 PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 7014 wT.-Ilo / - ,. �, �'/4 2�/4 ,r��;�f ROUGH GRADE LBUTTING SCHOOL./PARK ( NTS) OF THE UNIFORM BUILDING CODE. t S/TE ON kENYON WAY ONLY `'\�. .vINT E ARIVY /NSTA"nOM, . � AWL� .Ln I UK U WOODRUFF PLACE KENYONWAY L I I ,i®a Ofte APPR04CH av WOODM P PLACF. sE'MicAL SECROW ,- - 8Y AR INST 6 &RA000 PRC24e'A04S; lZOW2 oo g_Avon¢ STANLEY C. MORSE R.C.E. 20596 DATE '( 2s r4 e C O' ,- „ (REVERSE VIEW); COVER MAY BE PRIME I,: -1."15"�1E _ _ I ,dC�D Cea/Z"�'Q1..L. .C.� CURES Q�"T,A�t., (•P. -X114.-[' NO.2424 BODY PAINTED OR GALVANIZED 1" Cea�1S34E _ 24. WE HEREBY CERTIFY THAT WE HAVE REVIWED THIS PLAN AND THAT •,. - - ®I f hD`IF WT.- 24"- 1030 AS REQ. CITY IS SUBSTANTIALLY CONFORMS TO SOILS REPORT NO. 117-87 WT.-PER 12"-sos# " VARIES, SEE PLAN FOR DESCRIPTIONO REVISIONAPPROVED TENTATIVE TRACT 13279 DATED 3/5/87. r, 2424-lab FRAME (OPTIONAL) w �� ADDITIONAL. UNDERCUT ��- K O �>j WIDTH z FOR STORM .DRAIN Af%I GOD OOM 111111110k Ah Aft A A #ftAh 33 33 If?. rn G p J �� F�caAR (bEP WI U 1 H spo/L_ r KANUMNAV Jo%m 6CA vmjAm EARTH RESEARCH ASSOCIATES, INC. _I �' C8 M `�, TO THIS POINT C� THI P�INr 3001 RED HILL AVENUE s �`•�ori 4 1 THE ESPLANADE IV, SUITE 120 C� Qin.,, , I 41 CURB LINE ANS FOR COSTA MESA, CALIFORNIA 92626 (714) 549-8921 Cn ,4� 2'-O _ r1 (Orr ' O r tt S--C?♦(J25 STREET IMPROVEMENT I.. 4 �. 23 23 C �? 24"Lif7 .� . \ ,t/ s + �r ,I I- + ® �` z Z� -3/�lr _. ___ / - „ ?j�$"L�l ''�a/O LIP !4. &EV 1 er "kTiAm"" ""' A` "'TAILS"' ^EA \ 7F '1UNb ALLEN BELL, C.E.G. 936 DAVE DERING, R.C.E. 10106 5 , y. _ in K�� ,� :��� �T�r� 4 %2 R" TOP OF PITT. MAX. i Ul! •� v.,, R f Q � Q r� 0 A 25. NO ELEVATIONS WILL BE CHANGED DURING GRADING O " ;dd. •"• R G FOR BALANCE // - OR 'ANY OTHER REASON WITHOUT WRITTEN APPROVAL OF THE i� i _q O �' ' o �=`" tt , d �; • , ;4��a'. ; TRACT NO. 13279 BUILDING OFFICIAL AND CIVIL ENGINEER OF RECORD '" ' ''2'�0 `p /• q�• M /( / M� • \\ ( •�-�nV Qa CS"' •'(\ ••!• :0 YI,I/• �. 4Q •A r• •{. t(pvr ®'-Q'( 26. ALL WALL CONSTRUCTION REQUIRES SEPARATE PERMIT ISSUED ;\;- i 2 t- r -fin 1 Y: ... T BY BUILDING DEPARTMENT. u,. --- -- - CITY I ♦ 2 397 27. SPECIAL COUNTY AGRICULTURE DUST ZONE PERMIT REQUIRED. *3 R B FRAME SAS _ �C.�IL.,,T. TS. 25" DESIGN , 28. SEPARATE TREE REMOVAL PERMIT REQUIRED. N �r xsuLn RC1 � RECrj E ED 29. WALLS SHALL BE BUILT IN ACCORDANCE WITH CITY STANDARDS rf L.W a s" C-7 Erin maov^ OR STRUCTURAL STANDARDS WHICH WILL BE PROVIDED AT PERMIT (D E I IL ®® �UlKo UETAIL U-7 ®® DRAWN IRvt > �fiowvus27z � TIME. (NTj 0 KuLLL:u S) WN I7aoatla. C�, 2596 SHEET (NTS) /Ll.C. OF I •� 81 G '/�." TO �'/i" Ro►_L..�D CIJR{.3 DE.`TA►t,...• 51 lJrm IAIL exp. 30- , CHECKED R DRAWING N0. $8 5'/2`' "T® 53/4°, F?Ca1..1..�.D CUR15 DIETL�It,,, ( ('10, m 1 ' SIE:IE 89 43/4" ROI.-LED C_VIV 5, C F,75 -J" ) GD DATE _ ~MFIt . .� 240-400 A O 0Z ?, W O W WE4 W p1 E"' z z z O z w w 1 � � O w E ' Z (.� ?, W Z W Q w '1r N WRi Z. W w wC � H a zaA a < a � Z U D V Val r� Ow ,4Z ] z � � zW w � � xU u � ~� as `' pw aWa wa wz °° a Z 'Q 'Q ra��4 za T_ �+ 1. �C Z � E,••. > CD W > O > a4 N > � z� iso , 1 z , � -a a; od •C W >4 � z � E' > x > O > W > .� ;Z � a > ao 4 °' 4r a4 a w 3 � 4 > >'to ay' 4to a 'Q � o> 'a �q Qwc ; a � w > a � a � � � w 3 > -' � �' � � Cw � � 4w w a wm 3 '¢ w � 3 � ar 3a > �, a4Ql a '¢ a � a, a � I cs: 1y w rxa"� N Q aN w 3 � �, 3wwa 3a E� ad3 Q" 3W U wa' aC a a xm A �a Z Z E., E4 F- zw � z -� z � x dEyC Hoo z a co a► 3 a 3 w w OD w w w oo a z a � x z � z E• w E• � w w Z w f- z '' w Z Ix V_ � w Zw zcn w � y a � y a = 0 w Z Q w a: pia po4o� O � o� A O � wZ � zw ... via � � x coo pap s x W O � w O W. 9w p lx a w A f" o x w y E- w w o '•-' .• w = E-' w a4 Ey Z w A .• A >. A O � O O orw w a w (-+ AOw >4 OA = �, O � w y4p0, w � W p p ppw � aw w x0 xEcq o = �" a pl.. �' � � Fad O � x O xOw xH0 _ _ _ >4 w �, x O x oG x x O CONSTRUCTION NOTES p N W WOUw Z � x E" ,� Z = E� ZV E� C� E" = � E. y a � a g z ,� g z z ., z zU H (, � c, H � ua .� aH wcn Uwo VOyw OV U U Ngwt 3 3 > > � a ��, U '" w UWO U .< CV a ax 3 w 3 � 3 s mss ° a y w y s � spa sow xs ° ay RNs CONSTRUCTION NOTES spa > aw a � � � , 1. CONST. 4" A.C. OVER 4" A.B. PAVEMENT (VICTORIA PARK LANE). /26,600SF 79,024SF 37,4N48SF 57. INSTALL 12" WHITE STRIPE - /00 Li' 3.SOLF 2. CONST. 3 " A.C. OVER 4 "A.B. PAVEMENT (KENYON WAY, WOODRUFF �,Z72 SF 2B,386 Sf 97,/69 SF 34,664 3F 24, ,934 SF 57 704 SF INSTALL TYPE N MARKER PER CITY STD. 403 / EA 4 EA 2 EA 4 EA 3 EA PLACE, LARK DRIVE t FAIRMONT WAY) Map 5s. 3. CONST. 5'A.C. OVER 48A.B. PAVEMENT (ROCHESTER AVENUE). 84,520 SF 90,460,4f 59. CONSTRUCT METAL BEAM BARRICADE PER CITY OF RANCHO CUCAMONGA STD. # S� LF 4. CONST. 9' THICK SIDEWALK PER CITY OF ANCHO CUCAMONGA 7,433 SF 9,6400 3F 29,833Sf /GZZab SF 6539 SF /$,277 SF „�j,/85 SF /i 390 3F 8472 SF /�062 Sf //SOiDSf /O,Q60 SF 60• INSTALL W-3 (LEFT) SIGN PER CALTRANS TRAFFIC STD./OI,/Qj 3 /J¢ (FOR CURVILINEAR WALKS) MANUAL SEC. 4-13. / E,g S. CONST. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. ZEA 2EA Lg EA 61. INSTALL W-6 (15 M.P.H.) SIGN PER CALTRANS 310. 4 EA 8 EA 4 EA 4 EA 6 EA /0 EA 6 EA / 6. CONST, Be CURB WITH 24' GUTTER PER. CITY OF RANCHO TRAFFIC MANUAL SBC. 4-14. 4f.4/487 LF /,599LF J299 LF /,856 LF / /33 LF 2877 LF ZZ/ Lf 220 LF 2,275 L.f' 2,330 LF 62. INSTALL W-57 (LEFT)SIGN PER CALTRANS TRAFFIC CUCAMONGA STD. 303. MANUAL SEC. 4-27. / EA 7. CONST. 8' ROLLED CURB PER DETAIL SHT 2. &AsoF ' 63. INSTALL 10' WIDE PAINTED CROSSWALK. A /00 lF B. CONST. 6' ROLLED CURB PER DETAIL SHT 2. 3,/22 LF , 64. INSTALL PAINTED "STOP AHEAD" PER CAL TRANS 16- TRAFFIC MANUAL SEC. 6-37.. / EA / EA / EA 2EA 9. CONST. CURB TRANSITION FROM(ACURB FACE TO 6" CURB FACE. 65. y 0 " INSTALL PAINTED "BIKE LANE" PER CAL TRANS 330LF /60 Lf /56 Lf /63 LF 334 LF /1101-F85 LF TRAFFIC MANUAL SEC. 6-47. // EA 7 EA 4 EA 10. CONST. CURB TRANSITION FROM ROLLED CURB TO VERTICAL CURB 66. INSTALL STOP SIGN (MODIFIED TO 36") PER CITY FACE PER DETAIL SHT 2. 270 LF /50LF /5 LF OF RANCHO CUCAMONGA STD. 5402. /EA / EA / EA 11. CONST. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA / EA 6 EA 2 EA ,3 EA 3 EA 6 EA 2 EA 2 EA 2 EA INSTALL W-31 A (600 FT) SIGN PER CALTRANS 67. STD. 518 8 PER DETAIL HEREON. TRAFFIC MANUAL SEC. 4-20. /EA 12. REMOVE EXIST. A.C. PAVEMENT. 6B0 SF 2,245Sf 28,080 SF ®68. INSTALL DOUBLE YELLOW STRIPE PER CITY Of RANCHO CUCAMONGA STD. #407. ` /,439 Zoe4OQ,� 13. SAWCUT EXIST A.C. TO A NEAT EDGE. 36 LF 34 LF /00 LF 361.E 31 LF: 194 Lf 69. INSTALL CONNECTOR PIPE DECREASEft PER / FA 14. REMOVE BARRICADE (PER CITY OF RANCHO CUCAMONGA STD. DETAI S 409.) 30 LF 90 LF /00 IF 36LF 70. INSTALL R-81 "BIKE LANE" SIGN PER CALTRANS TRAFFIC MANUAL SEC. 4-37. 1; EA 3 EA 15. CONST. TEMPORARY END OF STREET PAVEMENT PER CITY OF /08 SF /70 Sf p$F 71. INSTALL R-10 "ONE WAY" .SIGN PER/CALTRANS 3 Arcs / EA 3 EA RANCHO CUCAMONGA STD. 405. Mode TRAFFIC MANUAL SEC/ 4-25. 16. CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA STD. 404. 34 Lf 34 LF 62 LF72.. INSTALL W-56 'DOUBLE HEAD ARROW' SIGN PER CALTRANS TRAFFIC MANUAL SEC. 4-27. / EA 4 EA 2 6A *EA 3 f11 GR i 17. CONST. 6' CURB WITH 24" GUTTER PER CITY STD. 303 AND REVISED I T3. INSTALL R-41 'RIGHT TURN ONLY" SIGN PER CALTRANS PER DETAIL SHT. T. �Z LF 7AfLF 186Lf TRAFFIC MANUAL SEC. 4-32 1 FA. C 18. CONST. 10' WIDE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA I STD. 308. 650SF 79, CONST. INTERCEPTOR DITCH PER CITY OF RANCHO CUCAMONGA STD. 815 (WIDTH = 36', DEPTH = 12'). 19. CONST. 8"•TO 0' TRANSITION CURB AND GUTTER. 87 IF 54LF 75. CONST. -INTERCEPTOR DITCH TRANSITION PER !s DETAIL ON SHT. 3. 00 20. INSTALL STREET LIGHT 95L. CONSTRUCT. CURB OUTLET PER CITY OF RANCH 23 EA IAEA VEA /2 EA /2 EA CUCAMONGA STD. 506, MODIFIED 00W OETN.I.ssr Xl) 21. INSTALL STREET LIGHT 5800L. 7 EA 8 EA 2B EA /0 EA 7 F /3 EA -R CONSTRUCT INLET APRON PER CITY OF RANCHO !G� 22. CONST. INTERCEPTOR DITCH PER CITY OF RANCHO CUCAMONGA CUCAMONGA STD. AWG. 515 CONSTRUCT. 18' RCP STORM DRAIN PER CITY OF 7B0 Lf �S7f7LF 67OLf 2,250 LF /,Q75Lf STD. 815. (WIDTH ■ 30') -W RANCHO CUCAMONGA STANDARDS, (D-LOAD PER ZQQ PROFILE) 23. CONST. 6' WIDE CONC. CROSS GUTTER PER CITY OF RANCHO 6S0 SF /250JIf 650Sf CON5T. CONC•DRVVY APPRr�H PER CITY OF CUCAMONGA STD. 308. RANCHO CLXAMONGA 5T.O DAIG 305. 240LF f80. 5SVL��LK S AMPORARY 3"AC OVER 4 Ad 3G I F 24. INSTALL 4" SLEEVE FOR FUTURE IRRIGATION LINE, PER LANDSCAPE PLANS. /35 LF 1321.9 67 LF /55 LF 65Lf /95 LF /75 LF /00 LF A25 LF 2911 LF 2911 Lf DE 2S. INSTALL 6" SLEEVE FOR FUTURE IRRIGATION LINE, PER LANDSCAPE PLANS. /36 LF 2SOLF 651.F 554F /05LF 305LF 275LF 55 LF 5i LF ' , S?>!U G W_ 26. ADJUST MANHOLE COVER TO GRADE. 8Q INSTALL R-26 WO PARKNW SIGN PER CALTRANS TRAFFIC MAItIAL EA N✓'1 EA 20 EA /O EA /2 FA I2 EA / 3 EA 3 EA /EA ZEA 4 /O EA 4 EA SEF�A 3SEC, 27. ADJUST WATERVALVE COVER TO GRADE. /EA 4 E /.3 EA 4 E 3 E 6 E /6 EA 8 EA 2 E 3 E SEA INSTALL W75 LANE ENDS MOMTRAFFIC MANUAL SEC. 433 � °�" ) SMPER CALTRANS -r 22 / EA r 28. CONSTRUCT GUNITE DITCH INLET TRANSITION PER DETAIL ON .3 94. INSTALL WII (PAVEMENT WIDTH TRANSITIM S16N PER CALTRANS EA • SHEET 2. EA 3FA TRAFFIC MANUAL SEC. 4-16 29. INSTALL DRAIN PIPE RISER WITH DEBRIS CAGE PER DETAIL ON 86. INSTALL W2 ILT.I REVOW TUIIW SM PEN CALTRANS TRAFFIC SHEET 2. 3 FA •3 EA MANUAL SEC. 413 / 30. INSTALL 24" C.M.P. (19 GAGE) CONNECTOR PER DETAIL ON SHEET 2. 77L.F 50LF INSTALL W46A �T) SM PER CALTRANS TRAFFIC MANLIAL EC. 424 /EA 31. REMOVE PLUG AND CONNECT TO EXISTING STORM DRAIN SYSTEM. 3 EA 3" Ain. CONST. (OVA" CURB.P'ER p!'94_*(T.2 '2481 LF 32. INSTALL 4' DASHED YELLOW STRIPE PER CITY STD. 407 5M LF SaLF /,so/LF 349LF A054F 6"l-f Q go. CANT. 5W"TO 53/A"Rpl.,l„E,D ClRld Mf DMA1L- iFtT 1 I-IS`P 50OLP Y 33. INSTALL 4' SOLID YELLOW STRIPE PER CAL TRANS STD. A-20-B DETAIL 25. "LF "Lf W LF 06VLF 460Lf 7,MLF 4 s/4" �� pFWDIML 0-44T Z 34. INSTALL PAINTED STOP AND STOP BAR. 27" /EA /EA /EA JPA 2 E /EA /EA 2 EA © /N57ALL NNW /2".W,0 NN/7E CW.Mig LINE /80 Lf 35. INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 402. ® , 2 9V /#STALL AN74P IMMILAMEAITiFA 04LMAC T.M. EA 2 EA3 2EA /EA /EA /EA /EA 2 E 32. 1#57,4,U /2"30,UD lYH/7E DIAGONAL LIMES @ Q5•L 20 OW C7R. 70 LF 36. INSTALL 9' SOLID WITH DASHED YELLOW STRIPE PER CITY STD. 407M' /#STALL R-/d-Z(R7.Z4WAWr7L1PA�R7.).SANA9?O1LM"5T•M. 2,64J J. LF �Z3Z Lf 34 / STAL'tlL - A S/6N AP.? LT /64 37. INSTALL 4" DASHED WHITE STRIPE PER CITY STD. 407 95 INSTALL M-/7(S70PAAFAMSSN gR ftMA$T.M. ' /,257LF /,9i24F /EA 97 SAWal-$,eEAVIZ fit'/ST. CaW.WD OUTTGR 123 LIP' 38. INSTALL 4' SOLID WHITE STRIPE PER CITY STD. 407 P29LF 4�OLf 9f� COM6 . 14,101 ACYL�NY► CWA AM Cjry SM RiW AV M5-C / A37 iiNr'TillL 7YOIE 56ear'E / 7.yj. N<3 BARS*IZ"6A.WY. ® AAP C>;M65j�C774W AtVM ore 7�Cr Ate, I 39. INSTALL RAILROAD CROSSING STRIPES PER CALTRANS TRAFFIC 4"x 14" RET.CAST mc*4 QY MDS CdW4F .nntV. MANUAL SECTION 6 PAGE 43. 4OLF 4V'F f-Ir�A�HAM1D1CA A-4�` 4"56DEWi4l.K P IO. OR EQUAL. 12'Trp 'rrP �µ>F % ; SH7. .SIO B- !VR/NMR14f S7R/AMS Z-2e-.90gj �!i 40. INSTALL RAILROAD CROSSING SIGN W-47 PER CAL TRANS TRAFFIC /EA /EA F--n - --•-� �� Y C FMANUAL SEC. 6 PAGE 43 I . ® ,8tYit11ED IIdCTJ11L,17FJ7X1►AI,rR'�I,yff' ,IglES71�7PAY . Z-Zg-9�p 41. INSTALL 8' SOLID WHITE STRIPE PER CITY STD. 407 6/O L F 372LF 78 LF � � . . ADD `1/2" ��� / IR cct4%T. mcm.G}r�atIC 2(13h1 "m :• ( ' ® 4S4S�I ► ( 224 CCM Y c. RWA. 42. INSTALL 6' SOLID WHITE BIKE LANE STRIPE PER CALTRANS T.AI. SEC. 6-47 407/'Lf 3,26�2LF /,qR7 LF •4•' fl Cfr1` �� DESCRIPTION OF REVISION SATE qTY 93. INSTALL CONNECTOR PIPE INCREASER PER DETAIL ON SHEET 2. /fi4 Z� r' 4T F ►'AO'VEO 44. CONST. UNDER SIDEWALK DRAIN PER CITY OF RANCHO CUCAMONGA / EA /EA 51oEWALK Cor+aT10N " CITY OF RANCHO CUCAMONGA STD. 50:. 8 CURB �� 45. INSTALL BROOKS BOX NO. 2424 WITH PARKWAY GRATE /EA t (PRC)FILE) STD 303 PER DETAIL 4"x 14�CAST t1,DIJ �' FOC 1 PR� �w,�.K A c2��4 eARs z�l" STREET IMPROVEMENT PLANS FOR 4i. CONST. UNDER SIDEWALK DRAIN PER CITY STD. 507 (MODIFIED -rNEREON. 8 E 4 E �P� IaOPIG Cyv ER 47. CONST. 8" A.C. BERM PER CITY STD. 313 /4 LF N C R tN CONSTRUCTION CTION NOTES � 48..' CONST. 3' P.C.C. GUTTER PER DETAIL SHEET NO. 2 80lf � 1 ;•, � � ,. � : I ( ,��•T�� ; •. 1 " " & QUANTITIES 49. INSTALL TEMPORARY W53 SIG R CALTRANS /RA ZEA /EA I I I - 4x14 c.1.P1PE• TRAFFIC MANUAL SEC. 4-26. I� 14" N ---J :,� TRA NO. 13279 Ih 50. CONST. 8" CURB.' LY PER CITY OF RANCHO /Z7LF � � - •�--. • CUCAMONGA STD. 301. 51. INSTALL PAINTED ARROW PER CALTRANS TRAFFIC MANUAL SEC. 6-37. 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I Z) r '. ­_- . � __� A --------�-­� - -- H -- - . - -_ i�4 - I � . .. .- 23 MR8 7RAASIZION IWOhf r CV,f,#,;AC,c 704V a,wBMCE I � j4 + -_ - I --- + ---------- -_-_- C0#3r G'W/Af CONC CAMS OU77ER&5R (117Y OF M~ CKA00*1W M.JV8 640 M hWIAMO . (a M I I . U) in . � .... .... . . .T �- " 'j" - '�@ -------��_' ---,_ _� - . I z :_ - M INSTALL TYPE IN A4ARKER PLER CITY ST0. 40.3 A w 9 , . . __----- - I I __ - - 7� . >�' � 72 INS7ALL W-5 "DOUBLE HEAD ARROWN SIGN PER CAL rRANS TRAFFIC M w - .. . - __ __ . . .-. :- .: " :3 t - 6 - . ' . WL . I - yj 'q - I . :1 ___ --IF __ ---I-___7_1 1 . . " . ANUAL SEC. 4-27 ; 2 - . I . . . . : -I*- .. . � .'� . . .. .. .;.�. . .. .. . . . � I 107 . ,�' "... � I I �0 00 32 C-ryf,) L - i Ili ?�_r�"f I / _� I I � _(D - 1-1 I_Z�J_�o if . _- 1. . - ..- - ( 1 17(- . . ; 'Z 'e� / I � _______5r_ ' . : - I ._� 4 .. .. . . . I/ - . . _-� � .1 - - - , '-. - - . 9 . I -______1 / $I � I 7-1 . . 1 I __'�� $I- - - - ____T __ - , . I -_ I � . - i I . L . i . . , � �' . . . 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I I k --I-__ I J �k- z N ,�, !a" � x k I � ! � I , '* .. , I .. .�_) � it // '* a � . t ,, I................w.............., - 11,10 - CURVE DATA __.1.' , * , _� "���I 03 - - A - R _L ' T / �� I �' _,0 ­___ I 1 7/__ '"___� . - __ 4 - e _'_��. 079,5 -,,,-' p4ju CITY OF RA , (D 2" :3q 30" 151CO.00 )�_ I _1-1' ­- _\� /11' * - ,za-51 -t4zc) 11\11 - I ri. - I I . - __ � (5� 4 15,Vol 140)6.00 1 1 i.45 55-75 . �y -1 # __' STREET IMPROVEMENT PLAN FOR � 44 I , Co' _-�� _� _& .GI U0 .5, ;� _ ,_ 14' . 6-. 4& 15' 46" 1480.00 //O // 55.06 . t T �' . 9 - - . . (__�� - -.11. . . I KENYON WAY Q ae n"aall -Z-1.00 14I.Q111 Zra.2,z . 14�1 IA (D. * -) C�l* I <E "'C4-� '271.00 43.0-5 L -,n.Q,5 � .1 ,A L' - . � 0% KENYON WAY � ROUSH 0,?A,OE SM,Mr UNDERCVr ,Ffia* no'rz Y ac AflWKENAME. M 21110',CM ac MMMW,F R, 0 W*28'060 "; %k: ; -41i: - ch ONO ?e Z0` ff-LORI 7C ELEV 12.00 1895 � 12-10 .0 * . *� vi cf4 N N . & , S7A. 74,50 00 M .%&00.00 46 +- tj .�! :� TRACT NO. 13279 0 "M 13.914Z 12.00 ,01. M 1193 ILI I I � (b it r" 00 co I - I If I -) I is . %, 14. . � (ij .20* , 4.5 i 11 %;lk� '� 10-7.9-1 '55-1.-n . ' I- - - 1984-CO - r1i I;4 'U-j W %. DATE - - * I is 'at -�_��\ 10114 I IN it CITY ENGINEER iy��" _ "22§97 L (D 7-1 4S 47 200'2.CC -1 rao.4=3 384-.e6 * am % I - A - ---��� RC.F - - __ __ r� %0 . \ . I Q 21*45"4711 102a`00 76727 QD &I � ___ I DESIGN I ',r�/Gjv:��-'111\ RE OMM 386.32 46MME CONSUL"NG - ,> ,9NCIED I . lg� 9 I- * \\ _-_ ' e"� 91 cvpi - - L.N. V-V"WAL4M*C*XNCC401MMO&AfAW�W .no I C. '� ;�N "I', 6(0 'j, to r, , ., 24*55' i� �0 . ti* ACTS BE GRADED BEFORE OR CONCURRENTLY WITH 4860 IRVINE BOULEVARD . :9 �'�-, col r=vkc!qq-'mm0&.r'w� 1*1 r+1 * N. G THESE - . ETED. . IRVINE.CALIFORNIA 92720­­MTc,.) I'�� 1498.00 C05145 330-96 . IMPROVEMENTS, THEN THE INTERIM INTERCEPTOR DITCHES WILL BE DEL �� L I t I. no "t � -1 I DRAWN 'r., _' i- -i- /0' _H . �0 . 14)730-7117 ; ' '�­- � SHEET , .c' \- ' v-� ­_ , 5, . . - 00 :,��� No. n596 )I-1 ___! I . . \ ix fxc 9 30 89 16- _OF . I L.P AFrAll- L.D. DE TAIL * � I ,�Z ,I I DRAWING - - - - - - - I DESCRIPTION OF REVISION DATE A CITY G.B. - �'v ,� \�'",I NO. '� - ! - _ . DATE -- - I ILi '46\; I __ 1242- - __ - - - __ - .. __�I-_�_ 7F - - - - - - - � * M -f# I I r . - I I . I . -'e, JOB NO. 240-4600 46,.1_1. .111 , . . . I � 7 - � , � I . . __ � � - I I . I . I � I a . I I � L I-- � - 11 ­' � � I -111 ­'. 1, 11 1. "I ". "� I I , - . ". 11 " '�­�' Oil OEMM �� �� M � rrrrrr•• �� �-110 MEMEME •- i ,,mom • w i� T �i : : EEME MRS ME MEE ME MEE wEggNs M! IS 1M E 9L MEMO �EMEME ME MEMO 1. 00 Is I c M M % M ONE Rod ME M141 r pp, NE1111110 fy �. = is••i r iii ' ��� _� r I pis M 1111111i 1 1101 ME Emm=m I al . i - ■■�•� ME MEE ,`• ', , M gm M MEMO MMMMMMMMM ME ME MFA OEM ME M _, - -. .�. •�, w .' ���'rr�i'�1C= \ • �raY)� i•i _i + i wI° _� 6 • s a ° - SEEId MEMEME •.e _ • 1 f6 �. • t-f • 1 ,t' • `a 11 • s .F . 1♦ 4 . SEEMS •i l ice' • L1 M MEE 14 M SEEMS SEEMS • _ .. _ _moi - . '• �! i .. „ �::.... ' ' �� , SAME". i A. E 11110111 NEE M MIME sail M ME M SEEMS W-411MOMME SEEM 11111111 M mm NOS! MEME �' V fi �,iR ••. i iii �i/i �• ` , t iMEMEi_ %Fla - �•i o'er - sties t� ` T.`i , . u c v lei MEESE IEEE . �. _ WE MMMM SEEM AMM _ - 1: t t - c x iii i1 / .► MEN ESOMMOMMEMEM } OEM Ar ME No MEE HIM IN MEEMEMEMEMEMEMEM . 00000 on SO 20 111111111M 101011111 11111111MM MEE SEMMES reg•.: • • a "nSO ME 5w, Is =-�- MUM OWN Aso om ;` m�� ., q o`er O � r .. • - -til.. 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ELEV. 1297.297 .......... ................... . ...... ...........17— ..................... ............ ........... ..................... ........ ...... ........ -- ----- . ....... ........ ........... =- = =- -- -- .=: ..................... ............ .. ............. 24' EAST OF ETIWANDA (14 , �= �== ..... .............. . ........ .... ........................ ................. BENCH MARK B.M. 163B ............ . ...... . ..... ...... .. ...... .......... ......... ................... ...... ......... .......... .......... ....... ........... ................ ....... ............ ......... .............. t ...... ...... ................. ............. .......... - f - AVENUE AND 40' NORTH i = . ............... .......... f .......... .. ............. . .....a OF (t BASELINE, SET BRASS ............... ....... ........ .... ..................... ........ ... ..... ................ : -++-�=. '� : = --- . BENCH DISC. IN TOP OF ......... .............. 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FAVr=MEN-r a CON'5T 4 -rHICK SIDEWALK PsR r-rry oF RANcmo 5To. -sio, 511 4 3o4. + FD C-ON -T. 8"CUR15 Wl-T-H -2A eo�m mm CIT-f or- flmwcvc� + &—Q-UCAM0NC---#A 5-rr-> 303. IN, CITY OF RANCHO CUCAMONGA @21 — INSTALL STREET LIGHT 5800L + 4 0 AAVhV aCAMao'145W JM SA,&AER X7AIZ IASAEO� STREET IMPROVEMENT PLAN FOR I I CWr LWAL XPRF-W10#PER a7YOF R 32 I#SrA L L 4 D4,W0 YEL L 0A1 57RIPE ZFA 017Y ShO 407 33 1#57AI.I. 4 MLID YEL40W 57RIAF IFR C4L 7NA#3 5M A-2" �*7AIL 2T x 1#,5;rAll. Ml#rAP ff fe x AOUGH MADE SrAfFr UNAERCU7 34 OR f ffOO 64R K E NYON WAY .3 hV57ALL Tw sl" Arn ary ac RA#OW aCAAf a*vm V 0122 2.V 6ELOW 7C EY IN57ALI. 7EMORARr W5.3 SION S7A. 21*8000 70 24,P83.97 R40-m 05' 5'zr m 375'NZ r ax YxmRIA AwK LANs AD41(157 #A 7ZR YALVE eLVER 7v g9A4M KENYON WAY TRACT NO. 13279 APPROVED BY. DATE: CITY ENGINEER DESIGN m 77NG 6VOC*00C�0LAFAMANo C. r1d4 4860 IMNE BOULEVARD,SU IRVINE,CALIFORNIA 9272 IZ DRAWN r7 7MI-7117 SHEET 13 3L E xp 9 30 A9 —of DRAWING NO. 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PROFILE SCALES ................ -------------------- ............. .... ............. ............. .............. .......... .......... .......... 7 .............. .............. ... ...... ........... ........... b74 ...... ....... HORIZ_ 1*-40' VERT. 1*-4! +.......... 9,--,g-- �­_.q 99 9 = = -9. �r, a�1�� 'L" ==------- I.............. ......... ...................... ----------- .......... ......... L"'61$�_2* - -1 , - + R-267* R--4047- 112, 13 14- 15 1_7 PLAN SCALE V-40' z rep CURVE DATA 0 �N- Ll NO. I& L 'T see 0 r \+ 5 1 4ros 561 (DO 340.50) I-T 5.32 C LL + + I to t�I (COCK).00 i I� I z 1 \9 N0116.00 G-20 1010).21 �6 4d ;1, > D 35 4p) 5S2.00 ICP)-M IC5 _15 co -Lu job-'# 02 co ACY7 10 + G"I 6 00 11zlz-I G 112.Z) 7-1 ce CC) 44 GO n.Z9 A El \y C)61 Z( 58-L.00 4.42 2.21 co C>ID c1l 15 0 L40 DETAIL. s -)-2 0 5-1' 1:5 11 2-1.00 4-3.80 28.4 ml 1-7 271 00 58.242i -2-3.1-2 4 UK 150 10'44c;' GI 8-00 72 9 r D 4- to 4u 40 IT i9 + c 4- T cp \AC:10RIA PARK LANE 4 w a] Ll 0 to F + 0 A 0 + (3j+ 1+ 2. 0 CONISTKUCT110N NOTE&v CITY OF RANCHO CUCAMONGA + Q-Z -CON'S-r 3" AC. . C)\,/r=K 40 A.B. PA\,/EMr=N-r. STREET IMPROVEMENT PLAN FOR 4- CON'57. 4% IIAVCK 51DEWALK MR. aT-r oF RANcHo cucA�� 51 -510, 311,4 304. @CC &_CONS-r- B*r_UR5 \JV17H 2A"EAJ-T-rSR PERICI-r�f 0F RANCV40 CUCAMOW-)A 5ro.zso-s. AWOH C*q,4,OE STRET U#MRCUT ��7- FAIRMONT WAY 2.0' AELOW TC. EL-EV FAIRMONT WAY (D-21 'INSTALL STREET LIGHT 5800L 37A. 8,,40 00 7Z7 114 50.00 @�E5 001415T. ACc-ESS RAMP PER Cl-r*f OF- RANC�<I CLr,_AM0NGA 'S-M. '510. 84V'S2Y W"RIA PARA'ZA#Ar M VICMIA AW 44M _ is To GO 1@5 comr mhmwy Em aF mEET m YEAf E#r�FA a7y aF qAAcw cummave.4 sm 9 CON57. CURB TRANSITION FROM 9 CURB FACE CURB FACE. 16 CW377 BARRICADE PER C17Y OF RANCHO a16Ahf0#G,4 57D 404 24 IN1517ALL 4 A SLEEVE FOR FUTUME IRK. UW-. Gy- TRAPPT NO. 13279 54 IN5;rALL S7REEr*AhfE 316#A'rR 017Y 37D 401�402 INZMkiLL G� --,LEF-\JF- POM FUTURE IRR.UNE. 58 INSTALL TYPE N MARKER PER CITY STD. 403 APPROVED BY: DATE: AD-U5-r MANi-K�E COVER TO Q;RAM -56 IDOUBLE HEAD ARROWO SIGN PER CAL TRANS T CITY EN :'I��239 7 @�f_ INSTALL W AAFF7C MANUAL SEC 4-27 GINEER R.C.E Z7 AD.JU!5-r WA-rE-R VALVE CONJER, 713GRAM. I @_CONST LOCAL- C>EPRE55K�N PEJR cl7Y 0F MANC-HO CLICAMCX445A ST0.SI , PER DETAIL HEREON. DESIGN CONSM77M C, REC M 0*- ftAMOC 0 910MMIM r A!�!ce C17Y ShO 407 L-w r." 4860 IMNE BOULEVMD.SUM IWNF,CAU YZZ40W 5'7;e11llf_ rAP 14-IV 16 APdrAA114 V6 FORNIA 92720- DRAWN 4)730-7117 596 SHEET r 1,41.47Ae No. 2 0 1,Vs;r,4,eZ 9ra/,0 -wlaAl 402 �_xp.9�30 80 114- or CW DRAWING NO. r DESCRIPTION OF REVISION DATE c ITY C7. DATE (7 APPROVED 01 8 C4 C JOB NO. 240-4600 0e)q q/ ................- ---------------- .......... ...... ............... ....... ............... .............. T---------------------- 71­1­`*111­11�-—--------- I......... ........... .............. .................. ... ......... 71 7. A_- ....... ............. ---------- .......... ............ ...... ........... ........... ........ .............. BENC MARK B.M. 163B ------------ ------------- ............. ..... ---- --- ............... ...... .............. .... ........ ...................------- .......... .........: - i I ........ .... ....... ............... ---------fl-111-1-11-1­­­ =­­­ ELEV. 1297,297 ---------- ................ 7..,z ................. —--------------- .......... -------................ ............ .......... .......... ........... ..................... ............ ........... ...........................= ............. .......... ...... .........= 4....... ............- ........... 24' EAST OF ETIWANDA –----------- ........ ... ­­­­_­­�__ - ­­ = ____ ............­l___._­1_­.l_..­ I I ............. ------ ............. ............. —---------- ............ ................. ............ ...................———---------------------------- ... .......... ............. ............. ........... ... .................... ...................... .......... ................ -------------- AVENUE AND 40' NORTH ........... ................ .......... ............. ............. ------------ I I ......----­--------------- .................. ......... ------­._.__­l_­l­.._­­l...... .......... ................ .................... ............... ................. ............ .......... . .......... ........... 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STREET LIGHT 5800L V,j^ + ",A� 'r, I (s 0 + 57) IN5TALL p_+'5LEEVE FOR f=UTURE I RR. t--Acarrtr-_a ---------- ......... 0 (,b + PC A0JL)5T MANHOLE COVeP\TD Q-)RADE. + + "kLV E CC)%V ER-M C--F?,A r-)E. A- <05 V�o t�DJ 0�:)T WAT F--F,VL Y OF- Ra.NCHOCUC4MON(z:� 7,-,--7- A 11 CON5T. LC)C/�kl__ DEF>F�EC-610N PtR C.IT 5TC). 518 ) & PGR DETAIL HEREOW. 4\ CIA -0 ISI 3 IN- v D -4 ffg�e 01T ST . 07 -7- ;�7 (N 2e 1�5' 4,,Z- Qe 1X145Z_-4ZZ Nj Q4� IrAr 511 r -7 tA 1. N (0 V_ 77 171 1 P 7 -19 <C'V- lei, I vftv) U Nut 0 ) jol X., /Y -IQ 00 t 0 tn to cr / Z 1-117 + < + PER ClTr M. 104 103 XON-COMM00W INSTALL. ACCUS RAMP AND COWER REMN SIDEVAL k, 1% C& mCAMA^NA` r 0. ........ C14maY O� Onk Alk "Am"k dk* Ah Lit CA N yli _uid; 1 79 C04NSTRVC7' PRIVE APPROACH PER 07Y SW \ I Of.. ME Ct W 779 ANP R PER PLAge REPLACCE AX P61Z S.5PWC. STREET IMPROVEMENT PLAN FOR anva a a one LOCATION5 SHIPW / 0 Nk rvi 10 a o� 79 ES PU IFC-EW ft I) r &Uo Rwm., mcaa Amp ImsTALL smErr I/ k. �7 ,9 ES ON SHUT I + PRIC1007'4 ISS � UP )VOT %j I NN X ........... ...... WOODM F w"LACE ROUC711 GRADE 37REET UNDERC417 r% 2.0' BELOW T.C. ,ELEV Aq0hf AlEAMON WAY TO MORLAND AVENUE STA. /0+00.00 70 18*00.00 A TR CT 0`0. 1`279 D KENYONWA"( Apw&L emb,wmmh�a a SON&mow& dam APPROVED BY: 0//7/K)�'i All U t_.� DATE:I C.E 5EE SHF-ET I 1 22397 wo PLACC AVCP C07TON CL PRIW LAC�V�OY, 14DP PR(W IPIKOACH S/Pmk CITY ENGINEER R Nd. 0vp AU 7REi RECOMME DED ISIS DESIGN DRE107-004i RONZOW000,04 MORSE CONSUL 77NG �w. ,53114 Accm Mow TRE& By fLAMWJG6EhrAYEERM9LAtA)WArE E�pl 4w C. 0 " A), 4860 IRVINE BOULEVARD,SUI 0"1 IRVINE,CALIFORNIA 92720, (P x_; CIVIL DRAWN (714)730-7117 SHEET N ' 0196 Of o, 2 5 Exp,9-30 89 OF CHECKED DRAWING NO. ONLY CITY DESCRIPTION OF REVISION DATE Ga. I �". 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CI-�(30 t INT.'J.- #CK !! . l_ '�Ql 15 � ­ " "__l DAA rS EN - � ff " - 4 ! - -11-i ..' ��, INSrALL ,57REETNAAff JV6N PER 017Y ShO 401 f 402 cl� I \1 r. - - 11 - - - � ____:-l_" , I lU '35+15-04--KeWaN wAs( �' . -,,.cv 77\0 I I*13 __'_l' __.- l___l 11 - ""_�.. .... ..� __ I __ L I & (e � % I; � 4 1 U_� " + 4 1 ___�d . "-e � 7-1 ,____ _____ - --- , 11 �) .�-INSTALL TYPE N MARKER.PER CITY STD. 403 � 11 / - ;;� \� ____ L%l . !�z 1v % � N ____ll ' � 11 - -. __ -__'�-_� O_'O....�� _�'- eo'- ?-I - I � �"�_---_� -_ 9�f_)NSTALL W-56 "DOUBLE HEAD ARROW" SIGN PER CAL TRANS TRAFFIC MANUAL SEC. 4-27 Im _* cj I IIII, \� 2 - ____ .____� �� 11, I L '�� I !� 15� '4� !�� \ � I ___._ q � - \ I . .....- ..' � . r I - _0��' 10 f 4 _��__;­ - . z %: N 11 - '<7 _-Z - - - ,L' , , , �' kK I I , ,(3r -... , D � %. L I - .. 6 ,it 16 10 , 11- b . L % I � el. -1 O.- I =_ . . I �i:lor_=r __ *_ \ \ ___ I .1-- 71 1/ I . I I - I/ - . _\ �, rZ e 5 '�'0% 11 ft A \1 / I . -to w I . "I., + > I 1* : 16 1 �' , '; I - 1. 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ELEV i I I q _'\ . ; �_-_ �05T ACC E RAMP PER CrrY op PANCHO Cj)Cj& ON 45TO. jjC>. w I -_ �� I - �5� it hA C,A le / .5 It N lk ��� .- lk S7A. /0-100 00 70 /5*50 00 (Gg�-cotl*_r- 15 CURB WITH W COUTTER PER CITY OF RANCHO CL)C'AMC)NC-7A, Sro.505. N %sl.; � LARK lve e��_ll� CONsT. Cufk5 7nAvqsrnoN F-mco�A 8" CUR5 FACFE -M G"CUP,5 FACF _'l . , ____ "I �6 t14 � .0 _. ". . �____'_' "N it I— . AROAf VWYO#WAY M W-WrA-Y OF MMW MY I I CONST. LOCAL- CePP,eeGnN Peft CITY orm RANCHO CL)CAMONEA STO. 51%,& PER DErAIL HEREON. . al - '*�' - co / rat Q ­;',A- 15 CJDN5'T T&MPOKARY END OF STMEET FW41EMENT PER CITY or- F�ANCVjQ� m "�v qj @��_ CUCJk ONCEA 4S'M. 40S. TRACT NO. 13279 1 No COMST. 5ARRICAE>E PER CITY OF RANCIJO COCAMONC-A S70. 4.,04. A-P N %Y) - / @__ 1 W, , "N �1�9 I ... . 21 INSTALL STREET LIGHT 58COL _': . APPROVED BY: % (011'71Rt @�_�_ . 10��,'_t� 5--------,\ co Zpa -111, DATE: f 22 CONST. INTERCEP-MR D17CH PFJR CITy oFt RANCHO CUCAN-IONGA S-Tt>. 615 _f / 144 * 4. * CITY ENGINEER /4*�&w i2397 ,-- X . - ____ - - R,C.E NO. 'g- (WIDTH-3C) -Is- NI*, N, z'q 'C4, i� A �I I L,��, 49 INSrALL 7EMPORARY W,53 ,WGN 'fv __ I DESIGN �'�'\j � I R D - @�_:- Ill 41 I--------__ 51 V-1 - ,,,- 1 24 INST4.1-L 4. 5LEF_\/E FOK FU7URF- IRK. LINE: 7' Z.w I C. *' 11 e (&- - �0 1 4WO[IMNE BOULEV) , - I . 2s INISTALL CTS BE GRADED BEFORE OR CONCURRENTLY WITH THESE DRAWN IMNE,CAU '' ,- '�� 04 @��_ 4: 5LEEVF_ FOR FUTURFE IRI't-UNE. IMPROVEMENTS, THEN THE INTERIM INTERCEPTOR DITCHES WILL 13E DELETED. (714)7iO-7117 I -SHEET � I �:" 9_A0JL)5T MANHOLi-t QJVlER_MQ;,RADF_ . Af C. I�cl-- N0. 20596 *'' 19 Ar-uL)s-r WA-rF-R\4AL\/F_covER _M GRAC)FE. '4K , Exp 9-30-89 " or - I -� _�� I - - - - . DESCRIPTION OF REVISION DATE CITY "I I I \_ I I DRAWING NO. � . __ � . __ 1 G.A. - . 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PROFILE SCALES ------------------.................. ............. -------------------------- ... ............ .............................. ... ....... .......... ........................ .................... ..........------ .......... ............ ..... HORIZ_ V-40' ............. .......... ............... ........ .............. ............... ------- .......... ------ ....... ....... ..... ....................... .......... ...... ........ ........... ........................ ........... ..... ...........- -1- -4! .............. ........ ................... .......... ........... VERT. r PLAN SCALE V-40* CURVF- DATA- CON57RUC71014 140-1 E-Si NO. 46 L T 3. C-ON15T. 5 A.C. OVER W A.B. PAVEMENT _?A5 50 1c), 00)" 14464.co 1-35.c)l G8.01 i@_CONST. 4"THICK SIDEWALK PF-R C-%-rY Or- RANCHO COCAMON66, to)' 0'0)* 15CM0.00 1150).11(0 rcs.rcs STD- /0X/03 # lt4o (CURVILINEAR 51PEWALK),& CX)NST. 8" 66IRS WITH 14"GUTTE-K PER CITY C)F- PAW-HO CUCANiOt4GA, STC>- 5013 0 — IN5TALL STREET LIGHT 9600LUMEN HPOV INSTALL-3/4 5LEE-VE FOR FUTURE I RR. M-CtLETteep 0 ul ADJUST M^lT=R VALVE WVEK MO C-OtADIE. 4 % �I c-_4 u io ID r7 ADJUT MANHOLE CO-IER 70 CbRADE. 49 lwau 7EAfAwARr w53 316N f1v 35 INS7,41.1 5749P 516N .,rf`C17Y OXf,4#CO eh"AW*6A JVV. 4f0f C4 4� 0 4- + + x INSIALL 2Z 000 LLSEW HPSV SWET LVff aV TYPE 15 MW AAVIOR LWW STAAVAOV POLE. WrH IT p, LMWAVAff AAA( Z'CONDW SWEP,AAV FOLMA7DY PER CAURANS STAAVARD PLAN OES-GA LLSOMW M&L + + + BE alTOFF TYPLE WrrH mmumnic mr. IACMLL 29 000 LLMM APSV S7REET LW(r ON TWE 26 4AMW AAVAW LAWIM SWCAOV PULE W?m ff LMMIRE ARA( 2"CWW SlfaT, AAV FOU0470V PER CALM4AW STAM24M PLAN OES-6.*LiAMMM"u BE CU7WF TYPE WH PhVMECTRIC WT. AMTALL TYPE X A SERW-E PIEVES7AL z cy _j ------ X_ N 0 Ile w 3 w z c + A- + co Air Lu CITY OF RANCHO CUCAMONGA ?%0FE&WO STREET IMPROVEMENT PLAN FOR X\ PARK LANIES V1 �5r-E 8 CCWA0Wr 7V A046 A4" A, Y C 0 ftOCHE5TER AVENUE W--,V - � Of mRl( "w cfvt�- \t TRACT NO. 13279 A If APPROVED BY: DATE:CITY ENGINEER RC.E NO' 2�397 DESIGN RECQMMENJE CONSUL 7ING I C.0 1 A NO C*N 0 C�0 L A MOM YWCA W Z.)v 4860 IRVINE BOULEVARD,SU IRVINE,CA11FORNIA 9W272 DRAWN 730-7117 SHEET 1*5rALl_ 10,0WWAleAl7;5 ^;eaw&M. 9W-0AV,00 20596 A- 8/,�-4;,j.o7.,-.-,e r .4cr Z Agw 9 7v 67 Af.c. �l t� "0-,-, _3089 OF AfOS CO/V46414 77W(?. Z7 7 V I �DRAWING NO. cirf CN , �w_ DESCRIPTION OF REVISION DATE DATE 124zl— a m 44 EfsCH 00 L C 5� V_ 12� V T F246A �E OF BA 4L JOB NO. 240-4600 BENCHMARK B.M. 1638 ELEV. 1297.297 24' EAST OF (t ETIWANDA AVENUE AND 40' NORTH OF 4 BASELINE, SET BRASS BENCH DISC. IN TOP OF NE END OF A 4'X2' CONC. BOX CULVERT. [i t ' � MEM�AER/M6 sialE ill !1 C' O l VAR/A + TING B GUTTER R TRACT X022 4 OF mmm %j 4 fi 0 - __ .00' - Tt 9 0J ' to �, —� � � • C2 .0 4eAAkCk9CA?Q6(W.4W 0 362.9 FT 3>83.3 363. 39 38125 4&W& G ^ -9i re ra co DIND O d d d D d O d a mom r rte-ASO= e 1 t 1 I dMEA"R/� 9 3&E LANE ilAw LA FAR LA Af l e.Rrdw � _, -A k-rAWT fib (31 Q1 W 61Q► to t z f► pt W p� X tw 7k t% � d H a OME 4 4 cr 7,01I LAJ r , _ - --- _ -- T rn (/i oo ca► i a o I ;i ///Iv I =w as `.� �_, -p► Cb I "- ICAI 4/0.7 0 4/72 -. 422.D4 It VeCtOtteA ?"A* GANG • �. ,,�_, ._ --- - . , eco �� � a CCVVarAWC d Q PD d d d O rAW exIMPS aO- GSC ww- a"meat t-wce Aek evft cart-cr 1t�� `%W OeOI�V�e f 304 CITY OF RANCHO CUCAMONGA s>-- COMB,-emew lwweft m"t carr ota em&ce< o CC,�AMGY1��r1 �91�.3c0. STREET IMPROVEMENT PLAN FOR Aft" TSV AWA"og arwt:vtG),, c9eCIS-1ViAG.IC- 40C^?YCW TRACT NO. 13279 APPROVED BY' . , DATE: 4, CITY ENGINEER RC-E NO. 2 397 DESIGN COV M77MG GROUP RECQMMEN D L.w oftwnMwe•wa'm�rc•,.....�uoncrtwt QQaOFESSIq�! 4M IRVINE BOULEVARD,SUIT 11201 �Q` G 41Q `ry IRVINE,CALIFORNIA 92720-1999 "� DRAWN 1714)730-7117 2 SHEET c * OF 32 CHECKED �91E OF CA��E \� DRAWING Na DESCRIPTION OF REVISION DATE CITY APPROVED G B DATE FILE NO 4z- Z ; 7 JOB NO. 240-46W