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HomeMy WebLinkAbout1776 -+.� ,. PRIVATE ,E�IG��'R_ NOTICT--__�`Q..�.�.4NACTQ��S.� L ' `$ SS a y s s K , n ---�-., -- _._ . - ____ � _ .. � � _ ;'A �.•` _ �.v �. .. _ � � .,N�� u' _ iY COMA ANTS INVOLVED HAVE BEEN r Y. ,� � � � � � E� E B. E x Ar w- . _. im r.. N /E S �A'E.i) AND L KNOW UT i' TTY N , T AN 35TR' I 'R . AR SH . , . _ , A �o �u s suE _ uc u E_ E owN { HEREON. iT SHALL BE THE RESPONSIBIUIY OF THE CONTRACTOR TO LOCALE ALL UTILITY CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. ' .. TRP,\CT � � � ■ 1605-78 THE CONTRACTOR SHALL. BEAR THE TOTAL EXPENSE OF REPAIR AND/OR REPLACEMENT OF SAID UTILITY CONDUITS AND SUBSTRUCTURES DAMAGED BY HIS OPERATION IN CONNECTION WITH THE LIMITS OF THIS PROJECT. EI,MNOOD .DR n - C _ erg bL c -- HALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR, UNLESS OIHFR� ��-�FN���lY�+� 2. EXISTING UTILITIES S � _ � _ j �' - � i h I' �I I _ COVERED BY ISE NOTED. [SE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES NOT a II CONSTRUCT 3 (INCHES) MIN. AC PAVEMENT OVER 6 (INCHES} CRUSHED AGGREGATE BASE -92,720 S.F. PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF n • 1 T _ I I HE RESPECTIVE UTILITY OWNERS AT THE EXPENSE OF THE DEVELOPER. 6th ST. Q a CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2- 6, PER CITY OF RANCHO CUCAMONGA n Oil STANDARD PLAN 104: W= 24" (INCHES). L.F. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL, IF ANY, ( ) EXISTING SURVEY MONUMENTS. m I xl O S1 CONSTRUCT 4" (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET), PER CITY OF RANCHO _ - �I C-J CUCAMONGA STANDARD PLAN 103.. . . . . . . . . . . - - - - - - -19,050 S.F. 4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTOR'S LICENSE AND SHALL BE REQUIRED TO POSSESS A VALID CITY BUSINESS LICENSE WHILE PERFORMING WORK 1 I I I 4th ST. CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA II STANDARD PLAN 106-A.- - 2,890 S.F. >d 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS � UK - � I II �; 0 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA PRIOR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS. STANDARD PLAN 102: X= 5' (FEET) L=8' (FEET).- . . . . . - 6 EA. / J I II 6. THE CONTRACTOR(S) AGREE THAT HE SHALL ASSUME SOLE AND COMPLETE II > 0 CONSTRUCT CATCH BASIN LOCAL DEPRESSION, CASE AS INDICATED, PER CITY OF RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION V j i f { I Q RANCHO CUCAMONGA STANDARD PLAN 307.- - - - - - - . . . . . . . . . . . . . . . . - 9 EA. - � ! - _ _ -� h _ _ L �� OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS - r JI 7 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS. Sid+ t I Q Q 07 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA si ' °-_° STANDARD PLAN 101 : W= 18' (FEET) OR AS INDICATED ON PLANS.. . . . . . . . . . . . . . . . . -22,970 S.F. U 7. THE CONTRACTOR SHALL DEFEND INDEMNIFY, AND HOLD THE OWNER AND ENGINEER INSTALL. 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO CUCAMONGA STREET HARMLESS FROM ANY AND ALL LIABILITY, RELATED TO OR ALLEGED, IN CONNECTION 4 y ss LIGHTING STANDARDS (paid for by developer, installed by SCE)- . . . . . . . . . . . . . . . . - 22 E.A. WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING y 34 rt23 FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR THE ENGINEER. s rri w sa s6 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 - 6 EA. ae SECTION 15, T.1 S., R, 7 W. S.B.M. 9 - . . . . . . . . . . 8. CANTY ENGINEERING GROUP, INC. WILL PROVIDE ONE SET OF CONSTRUCTION STAKES �-0 NTS INSTALLREFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA FOR THIS IMPROVEMENT PROJECT. ANY ADDITIONAL STAKES REQUIRED SHALL_ BE THE INDEX MAP STANDARD PLAN 134.- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 7 EA. RESPONSIBILITY OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WITH _- '' __. 11 INSTALL_ STREET TREE. SEE NOTES ON SHEET 1 . _ THE ENGINEER FOR ADDITIONAL STAKES. THE CONTRACTOR SHALL NOTIFY CANTY SCALL 1 _ 150 C� ENGINEERING GROUP, INC. AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY STAKING. --0- f UP �r0 REMOVE EXIST. CURB & GUTTER.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 630 L.F. 9. CADASTRAL INFORMATION SHOWN HEREON IS FOR GENERAL. INFORMATION PURPOSES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THES= PLANS. THE CITY OF RANCHO '1 REMOVE EXIST. CONC. SIDEWALK.- . . . . . . . . . . . . . . . . . - 3,740 S.F. ONLY. SHOULD ANY DISCREPANCIES ARISE IN THE HORIZONTAL LOCATION OF THESE CUCAMONGA STANDARDS AND THE STAN-DAR_D,_SPECIFI-C ATInNS-_FOR PUB LI ._WORKS STORM CITY OF RANCHO CUCAMONGA IMPROVEMENTS ARE SHOWN HEREON AS COMPARED TO THE FINAL MAP. THE FINAL MAP CONSTRUCTION - CURRENT EDITION INCLUDING ITS ANNJAI- SUPPLEMENTS OF DRAIN: 10500 CIVIC CENTER DRIVE (909) 477-2740 REMOVE EXIST. PAVING.- - - - . . . . . . . . . . . . . . - 7,000 S.F. SHALL GOVERN. ALL CONSTRUCTION STAKING FOR THE HORIZONTAL LOCATION OF RANCHO CUCAMONGA, CA 91729 THESE IMPROVEMENTS SHALL BE BASED UPON THE RECORDED FINAL MAP. AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR REMOVE EXIST. DRIVEWAY.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 1 ,050 S.F. ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. SEWER: CUCAMONGA COUNTY WATER DISTRICT 10440 ASHFORD STREET (909) 987-2591 10UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT RANCHO CUCAMONGA, CA 91729- 0638 RELOCATE EXIST. WATER METER.- .- 4 EA. BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE METERS, VALVES FIRE HYDRANTS, ETC. SHOWN OR NOT S'IHOWN ON THESE PLANS WITHIN RELOCATE EXIST. SEWER LATERAL CLEANOUT.- - 8 APPROVED BY THE PREPARER OF THESE PLANS. THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO B 10440 E WATER: CUCAMONGA COUNTY WATER DISTRICT 10440 ASHFORD STREET (909) 987-2591 RELOCATE EXIST. ELECTRICAL CONDUIT.- . - . . . . . . . . . . . . -320 L.F. DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS RANCHO CUCAMONGA, CA 91729-0638 11 . THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS AND CONTRACTUAL REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 0 RELOCATE EXIST. TELEPHONE CONDUIT.- . . . . . . . . . . . . . . . . . . . . . . . . . � - - -320 L.F. AGREEMENT. GAS: SOUTHERN CALIFORNIA GAS COMPANY (800) 427- ?200 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELr RELOCATE EXIST. TELEVISION CONDUIT.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -320 L.F. 12. THE CONTRACTOR'S ATTENTION IS EXPRESSLY DIRECTED TO ALL THE REQUIREMENTS WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY AND PROVISIONS OF THE STATE OF CALIFORNIA SAFETY REGULATIONS. CONFORMANCE FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR 7951 REDWOOD AVENUE (909)357-6221 RELOCATE EXIST. GAS LINE.- . . . . . . . . . . . . . . . . - 320 L.F. THERETO SHALL BE STRICTLY ENFORCED DURING THE ENTIRE LIFE OF THE CONTRACT, NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. FONTANA, CA 92336 TELEPHONE: GENERAL TELEPHONE COMPANY (GTE) (909)469--6347 > REMOVE EXIST. CURB SIDE DRAIN.- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 1 EA. 13. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH TRENCH EXCAVATION OUTSIDE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, 1400 E. PHILLIPS BLVD. OF THE PROJECT AREA UNLESS APPROVED OTHERWISE BY THE ENGINEER OF RECORD. ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN POMONA, CA 91766--5432 31 RELOCATE EXIST ST. LIGHT.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 EA. ALL AC/CONCRETE REMOVALS ARE TO BE DISPOSED OF OFF-SITE. ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RICHT--OF-WAY. CABLE TV; COMCAST � ADJUST EXIST MH TO GRADE.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 EA. 14. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL CONDITIONS AND DIMENSIONS AT THE 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER PAVING STAKES 1260 SOUTH DUPONT STREET (909)890--0886JOB SITE BEFORE COMMENCING ANY PORTION OF THE WORK; COMPARE ACTUAL SHALL BE SET AT ALL. HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF ONTARIO, CA 91761 CONSTRUCT MODIFIED CURBSIDE DRAIN WITH OPEN CHANNEL PER CITY OF RANCHO CUCAMONGA CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICH WORK IS TO BE SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STANDARD PLAN 107- B, D= 12", W=3.5'X2=-7' - . . . . . . . . . . - 1 EA. PERFORMED; CHECK AND CONFIRM LOCATION OF EXISTING STRUCTURES, EQUIPMENT AND STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE INSTALL STOP SIGN (R- 1). - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 3 EA. UTILITY WHICH MAY AFFECT WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL e�r{�11TT ���� TT� ACCEPTANCE OF EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL REPORT ALL AREAS. .�_. 11 1��`E PAINT 12" WHITE TRAFFIC STRIPE (STOP BEAR) & STOP LEGEND. . . . . . . . . . . . . . . . . . . . . . . . . . . 3 EA.. DISCREPANCIES TO THE OWNER'S ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. r, 6. ALL SEWER, WATER ELECTRIC GAS PHONE OR OTHER UTILITY LATERALS, MAINS OR I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) ( NSTA.LL W53 SIGN. - . . . . . . . . . . . . . . . . - 1 EA, THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH 15. CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD WORKERS AND CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING GENERAL PUBLIC FROM INJURY DURING THE ENTIRE TIME OF CONSTRUCTION: CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER THROUGHOUT THE COURSE OF 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING DESCRIBED AS FOLLOWS: WORK OR NOT BLOCK LEGAL EXITS AND ENTRANCES; LEAVE WORK AREA CLEAN, FREE ORIGINAL GROUND AND ALL. SUB- GRADES SHALL BE PERFORMED AT NO COST TO THE CITY S FET EE lT�� OF IS AT THE END OF EACH DAY; COMPLY WITH ALL APPLICABLE CODES. OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THE.-�E COMPACTION TESTS SHALL BE- n FOUND PUNCH MARKS ON SEWER M.H. RIM FOR CROSS TIES #1 SUBMITTED TO THE CITY ENGINEERING FOR APPROVAL PRIOR TO THE PLACEMENT OR B4SF L J TO CENTERLINE INTERSECTION. i ? _ FOR STR 16. ABBREVIATIONS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH SECTION 1 - 3 MATERIALS AND/OR SURFACING. OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (S.S.P.W.C.). 1 . AL:_ ,1 <L ��r. A :E � � L<t �, tiiE , v.,h' .�',� WITH CITY STANDARD PLANS. FOUND LEAD AND TAG, MARKED L.S. RCE 10290 SUNGLOW CT. & 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO Ti 2 17. CIRCLED NUMBERS (FOR EXAMPLE, 1O ) REFER TO CONSTRUCTION ITEM NUMBERS. L.S. 4230 CEDAR GLEN CT TO BE SET IN TOP OF CONCRETE CURB AT 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY THE PROLONGATION OF SIDE LOT LINES FOR FRONT CORNERS, ALSO FOR BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL IOXICIIIES OR NUTRIENT OIL CONTENT AND GRADATION OF ASPHALT PAVING. CURB RETURNS, BEGINNING OF CURVES, AND END OF CURVES. DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE 18. THE CONTRACTOR SHALL UNCOVER AND VERIFY THE LOCATION AND DEPTH OF ALL CITY INSPECTOR. EXISTING UTILITY LINES AND PUBLIC IMPROVEMENT PRIOR TO EXCAVATING. THE 9. PRIOR TO INSTALLATION OF ANY PAVING, .A MATERIALS REPORT SHALL_ HE SUBMITTED TO CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECTION OF ALL 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING UTILITIES. THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY P - DIVISION. VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. DATED___s/Z//d/ _______________ _ ' 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R--VALUE AND PAVEMENT TESTS �iN W. CAN7Y R. , No 17550 TAKEN TO DETERMINE STRUCTURAL SECTIONS. PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED _ 1 1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES SIP.' E i Mr,'r?­vE MFNTS SHOWN HEREON ROCKY MATERIAL, THE SUB- GRADE SHALL HE PREPARED BY REMOVING ALL ROCKS WP!CH TO BE USED TO RESET THAT MONUMENTATION AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO MTN. ARE PRIVATE (NOT MAINTAINED BY CITY) PROTRUDE ABOVE THE SUB- GRADE .AND ALL VOIDS OR DEPRESSIONS SHALL BE FIP FD THE CITY. TYPE STR_FIK.T LBOTAXICAL NAME COL ON NAME GROW SPACESPACING (SIZE TY. WITH A FINE GRADE MATERIAL OF A QUALITY BETiE.R THAN THE NATIVE MATERIA;- 25 PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER A S�.NG �W C ' P� ,RECORD FILED NOHA GRAND!rLORA I Si . MAP'-/ GAL. . , BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS - -- +_ - --_t - -- - -- - - -- - 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB--GRADE A SOILS STERILANT AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDE=D B PINEWOOD -DR- . PISIACIA CHINENSIS CHINESE PISTACHE 30' 15 GAL. 25 CITY - - -- - - - -- 4 - ----' -- --- - --- - --- --- - - -- -- - REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED TO THE CITY. C CANYON OAKS CT. BRACHYCHITON POPULNEUS BOTTLE TREE 25' 15 GAL-. 20 DESCRIPTION OF REVISIONS DATE APPROVED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO -- - - _- D TWIN OAKS PL. GEIJERA PARVIFLORA AUSTRALIAN WILLOW 20 15 GAL. 15 CITY OF RANCHO CUCAMONGA PAVING, -- ------- - -- �- ---------- ----- - - - _ ----- ---- -- - INDEX TO DRAWINGS E CEDAR GLEN CT. BRACHYCHITON POPULNEUS BOTTLE TREE 25' 15 GAL. 23 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE SHE E 1 'iT LE Sr-+L L ' F SUN MEADOW CT. RHUS IANCEA t AFRICAN SUMAC 20' 115 GAL. 19 OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF SHEET 2 PLAN and PROFILE - SUNGLOW CT. Sto 2+73.89 to Sta 10+ 14.30 v PRIVATE STREET IMPROVEMENT PLANS CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY G ELMWOOD DR. PISTACHIA CHINESIS CHINESE PISTACHE 30' 15 GAL. 22 SHEET 3 PLAN and PROFILE - CEDAR GLEN CT. Sto 10+77.23 to Sto 17+24.56 - -_ - - - - 1 - ----- - - - - - - ---- - -- - - -- FOR THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL SHEET 4 PLAN and PROFILE - PINEWOOD DR. Sto 1 + 18.00 to Sto 6+-35.78 TRACT 16058 BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SHEET 4 PLAN and PROFILE - TWIN OAKS PL. Sto 10-145.95 to Sto 4+89.2? /NST.4LL FiPO/VTY�4iP0 �M�iPOvE/yENT5' TOThyfr,64T/SFACT/ON 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE SHEET 5 PLAN and PROFIL-E - SUN VF D DR. Sto ' +45.43 to Sc, tc ---)0.4 1 OFALL THE1'i!RF�PTY OW111EiP5 ,4FFfCT�O Br11iC01YSTiPUCT/O� l TITLE SHEET CONSTRUCTED AT EACH !NI E RSECTION. SHEET 5 PLAN and PROFILE - SUN MEADOW CT. Sto 0464.00 tc Stc 44 1 g 44 SHFEI 6 PLAN and PROFILE -- CANYON AOKS CT. Sto ' 400.00 to StC 5454.00 AND SPECIFICATIONS O/C ZOAle GLCN XNA0 ,6,(1A16Z0 j/ COc0fr5 C41Z-46 SWC.9, T LAMS DOES NOT RELIEVE dE HE DEVELOPER FROM RESPONSIET _ ` I�� APPROVED BY DAT E 4/ 15. CITY APPROVAL OF ? T ' FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUC-ION. �R � .GE CX -2S_ tiq CITY ENGINEER . R.C.E, Ni_ ,`i :3 Q.�►.�° � � � ��. . . n��t��%� C17Y OF F �'.NCh�a CUCAMONGA �PR�FESSIp UPON REQUEST THF REQUIRED PL-AN REVISIONS SHALL BF P 'OMPiLY SUBM. "E 'G T iF q� �N W qti, �)ESIGN CA I ENGINEERING GR[�F', INC. BENCHMARK Na. �`� ° �c crvrr er�crFRar - s�uEnw u FOUNDATIONS, INC. N 1 o B.U. 2020 IOWA AVENUE , SUITE 102 CITY ENGINEER APPROVAL.OVAL. CENTEX HOMES CANTY ENGINEERING GROUP, INC. CITY OF RANCHO CUC.AY,0NGA INLAND F y 2280 WARDLODW CIRCLE, SUITE 150 2020 IOWA ^wE NiNUE, SUITE 02 0500 CIVIC (.E N r � 1310 SOULH SANTA FE AVE. RAILROAD SPIKE IN THE POLE No. 97773E. LOCATED 3(7 0: z��,Wt� RIVERSIDE-, CA 92507 7 16 WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, CORONA, CA 91720 RIVERSIDE, CA 92507 RANCHO CUCAMONGA, CA 91730 SAN JACINTO, CA 92583 AT THE NORTHEASTERLY CORNER OF 6th STREET TEL: (909) 683-5234 ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL_ BE CLEANED UPON REQUEST TELEPHONE: (909) 279--4000 TELEPHONE: (909) 683-5234 TELEPHONE-: (909) 477-- 2740 TELEPHONE: (909) 654-1555 AND ARCHIBALD AVENUE. CIVIL H.R./M.M. 6-_ OF THE INSPECTOR qT -- -____^\f OF FAX_ (90 R)c.68No.5301 - SPECIAL NOTE:THE FOLLOWING PLANS ARE TO BE INCLUDED IN THIS SET & ARE TO BE CONSIDERED A PART OF THIS PROJECT. ELEVATION: 1061 .054 e of cAk- E CKE D JOHN W. CANTY 175510 LSF'`W 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 0 REVISION- DRAWING No 1645 - SHEET 1 , 3 & 5 OF 5; REVISION- DRAWING No 1084 - SHEETS 1 ,2 & 4 OF 36 - SlT//�� 1776 CITY DATE NOVEMBER 2000 FILE NO. 1090-006 'ROJEC? SHEE 1 No. I OF ,l oovc 1 o vc P+ROP TCP OF , Pl P 1038.17 P1= 10 6.85 1� LY CURB P1=1043.53 TG=1.03 0.50 100' VC o o`� 0 o CF o RST T 038.55 - - -tri U o -- --_o +o �o + o oo y1 0� v 0.44 CF v > a v �o^p oN ov> oo o�y No � `� o Coh o ! m ,,y 0.40% W Ori Otr) p N* Orn 0 0 .., _ 4l aj `� 1-� ti m p O� 0 O ON p� �O op N o5 . _ - oo g ,� o � o ^ o � + �0.- �;� © (o ^ N� o�� °'- cop ca �� kc o W (nW R,2,0 > to o O N ' U m N ^ ^ oo� + � �^ p u)N + p +U v>W (nl'u �^ °p DO ��^ 41 � � U �t I co W 0� + rj + r� r� O d O + � `'` � o �tO tf� �p In Gil �W �► 1 O �a1 0 p ^ U ►� o W o ^ � 0 0^ ^ ^ oW oma) 65� ULO o + o W ^ �, � W �W �,W V) �,w o _ R= PROP F.S. 0 C/L N N ^ �4� 100' VC o m W m 2$.66' _28.67'_ + 0 0 - Z 60% R=1.36% Pl=1043.50 �o L=29 32' 57.53 VC L=159.64 0 W R =- 1.06% - ` 0 4th..7 , P1-- 1044.14 PORTION 139.28 VC ° - G=2.1%� CIL CE3 100 �/C U T=57.53' P1=1 45.15 � 0 1 1037. 15 P1=1038.52 o g N _� o o - 3.21.3 Z 1� Um m J o o N © _ 0 - 39_ _ --zv EXIST TOP ��,� a o C° + 00 o R_2 4% a R�1 OF CURB CL m o o ui + r� o °p d ° " 1 LN z cr) ito o u� �n .2 - 0 0) �� � o 00 � - � w �, 40'V.C. aUp v vi ui °' + + °rte° °i o - c(n w rn W °p 4 a U ra 14- LU p � ^ viX LO ° ^ + 0 = ° inw c" w �W 1 .65% ^ rno v ►� •- + +�W c� TG= i.50 u� o cn W in W R 0 ^ o - v 04 o a TG=-2.70% � 1.603' a " Rs 1.36 o t i °o + in r- a W ao Q TG--1.10% o o a 9 o p% ^ U o - o mN o ^ `° o U U ►� Sta 5+59.77 CIL SUNGLOW CT, oo o + > oo ►�__ g c�_.__-- E! 1038. 19 Sto 1+00.00 Pf EWOOD DR. TG=1.03% ��3'-CL _- -- -- -_ - - - - - - - --- - ---- 8 g+o)� ---- ,_ 0 0 0 ,n cry N � L �' N r o N ' ± o , � � ( (p ooW + ►n o� + � + � ¢1. 0% 0.5' CFS ` 0.44 CF 6 �, M ► + to to `� o too � o c' R v ,.� � ,+ ° o o w o w w PROP TOP OF 01 04 .0W �, W o W F'LX CURB 100'V.0 100'V.c. o `� m ^ o P1= 1038.42 PI=1036.82 w 0 28.65 28.67 1.65 0 �, TGA-1.50% Sto 4+67.68 I G -0.88% R� o ori o `� avD 6 �' L CB O O 6 (o 1� + �4 �/4 �4 0 'n o + o UO U � � oO o Q - + V N a? R,2 0% °/4'4 °/44'4 Do + ° + � oN � o o � No ^ � o � ca N 00 � o � O It 0 - ZnC� (n Cu + � ++ CN + � � v � � 'A 35-M7%) oc a6 + + o cn W °p o 0o M C, + tt + 1036-RT- U-) � T U) 0 ,� - g o o tr O ►� O o o o O +�� <r ` v o °° °„)6 '� cn �`' � 1 oot T cn �;, ° EXIST TOP �-'. m N ^ to `° ^ rn o ►� N ►� ^ N No N ►h ^ n h o 0 0 L=29 32 T=57.33 = 4' OF CURB o, ^.0 + ^ + ^ + + N + r< o r� + N + NO � � r� ►� ►� � •- P1=1041.03 � tW cy ►� +� ►� ►� �, n r7 n p o o PORTION 100.00 VC 57.33' V.C. PO TION n O nO V- (Z) Vo v © pro � o� oV) o ^ ^ , n PI= 1038.55 Pl=1044.14 139. V.C. Q Q Q Q Q k w- _ _, ►- _ 1- _ F- - I- _I- _ ►- P1=1 47.65 P�� SC + O W (n W to CC to Gi (n W cn W �W 0 W cn W(n W (n 13 Oo N N ^ A/6= 3.213 *_ �' K d az p U U o6 Q W �O ^ 100' VC PORTION 100' MC __L=_42.65 - 4 P1= 1038.45 PI=1036.95 100 2400 3+60 4+00 �� o 64 0 7+ a 84bo 94bo 10+o0 LU CASE B 6 �w CAh�ION g C) > -- 1 w o f ALL EXIST UTILITIES IN SUNGLOW w o 1 1 n COURT SHALL BE PROTECTED 1 v 0 w w w Y IN--PLACE OR RELOCATED TO z - 1 1 1 00 0 2 �7 m 007 o ao7 N7 a cv7 Q 1 Q 1 7 Q 1 1 0 7 7 DATA SATISFACTION OF INSPECTOR r\ II • Q Q + n a_ o a' > °' 40 `r� � ,� °' 19' 21 ' rn DE 1 TA RADIUS LE NG1 H IANGE NT Z AND UTILITIES OWNER. a_ to N �, N N '� o M © � �+ + o + r- . a o �� c- to ° o ° a I I a. a_ + n a U to + -4 + - + - + + ? 1'16'15" 600.00' 118.03' 59.2 1 ' 0 o STA 2+73.89 BC 2 o to a, c� 3 �, ,� � Q) 6 N to -- -- STA 3+91.92 ,� Q to + Q � 6z - - ------- -- -- o c� BEG. CONST. Q II �- + I F Q 03' °2' B 1 1'16'115" 618.00' 121 .57' 60.98' Ln ---. ® PRC �- cn I h- . 24. _ STA 9+76.30 Cn 3 cn N .50 t RD P1 C) i �� - --_ 71 Q 69 �+ U 1 1'16'15" 582.00 114.49' 57.43 NOO'07'1 5"E 35.79 - 1 .99' 43.51' 70 v� II 6 6 63.50' 66 3.50" 6 26 18 i a � � 62 ` ( j I ♦ , � n 2 : ; 3 A -- -- OE 1 1 4 582.0 1 19.9 60.2 OD 1 1'4 41 600 00 123 72 62 08 7 - C C 38.05 8 YO R - - I . o �.I" � u P ]0 _ ' K� a' B � �4 3.?1_ ��;�� VYTR W 1 6'� - _ ____ 3Z.9/ p __ �l�C 4 7 - --__.___� u TC -_ - a, o �_ � '° - � _T �-- TC_ � ----- - --S - � 09'47'43" 618.00' 105.65' 52.96' - _ 2 F _ �_ -- --- - -T--- - -- - - -T- - N00?5 21 W _ _ __ - -__ 37.72 3.7,81 07 5TC 37.64 --- - 2 -- ] 7 FL 00 8 * � �� prL'G, _ ___ -- - - _ OG 15'00'00" 1 12.00' 29.32' 14.75' (F L­ �� 4 4 7 C I' BEG. CONST. f- - • , W= 6 �H 210'00'00" 38.00' 139.28' 00.00' 4 _. �-- d•�C� �2� © Q' a 37.9 + _ _ r �, :, CC'' � s`';%c' ��fj �� °� FL_ ^;' 61 OI 90'30'13" 27.00' 42.65' 27.24' 3 - �11v�'� _ 1C I5 4� ' ��� �� °° A a t - + 7" �� _ v - --� CQ 89'22'31 " 27.00' 42.12' 26.71 ' rn o 337 1l� �l " o, W 13gE 05 �� SUNGLOW COURT �� cc, X72; T� ME; Q a Q Q 59 Q 5� 60 PER D'WG. NO. 1 645 r� �* 60 06 w w w w °+° , w �, v 40 20 0 40 80 120 TR 15724-4 �`°m oo n ,� _ a. a a Co a o n - m - - rn -' °� U o + Al12 18� 8 1 o U N � � r° � �Q + -- - =- r _ NU ��U �o toto + n 1 1 + II + 1 1 + IIS' 1 N SCALF 1 '- 40' + ® + �6�C3ASE Q " cn c� n 3 r 00 1 9_' 2 4 B v I � 1 7 1 7 7 7 N 7 - - +r�7 CONSTRUCTION NOTES 3 ' ` SIS ` 'f�� 4 QLn CITY PINEWOOD Det. R/W 60, � `�' R/W DESCRIPTION OF REVISIONS DATE APPROVED „ REMOVE EXIST. CONC. SIDEWALK. - O CONSTRUCT 3" (INCHES) MIN. AC PAVEMENT OVER 4 (INCHES) CRUSHED AGGREGATE BASE. REMOVE EXIST. PAVING. _C� 30' _30' CITY OF RANCHO CUCAMONGA O STANDARD CONSTRUCTCONCRETE 104:E NCU�B, AND GUTTER, TYPE A2- 6, PER CITY OF RANCHO CUCAMONGA ® REMOVE EXIST. DRIVEWAY. - - SUNC7j'JOW C 12 O CONSTRUCT 4" (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET), PER CITY OF RANCHO ® RELOCATE EXIST. WATER METER. -�� 4 4' PRIVATE STREET IMPROVEMENT PLANS CUCAMONGA STANDARD PLAN 103. ® CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA ® RELOCATE EXIST. SEWER LATERAL CLEANOUT. S/w CURB LEVEL A.C. CURB- S/W FOR STANDARD PLAN 106- A. 1/4 PER UNE PAVEMENT 1 4 PER TRACT 16058 ® RELOCATE EXIST. ELECTRICAL CONDUIT. FOOT SLOPE GUTTER _ GUTTER / O CONSTRUCT HANDICAPED ACCESS RAMP ,PER CITY OF RANCHO CUCAMONGA _ 1 7% -0 0 1 7% FDO STANDARD PLAN 102: X=5' (FEET) L=8 (FEET). RELOCATE EXIST. TELEPHONE CONDUIT. SUNGLOW CT. © CONSTRUCT CATCH BASIN LOCAL DEPRESSION, CASE AS INDICATED, PER CITY OF RELOCATE EXIST. TELEVISION CONDUIT. RANCHO CUCAMONGA STANDARD PLAN 307. 7 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA RELOCATE EXIST. GAS LINE. NOT SHOWN ON PLAN BASE COURSE COMPACTED SUBGRADE CITY LENCII BY / '� DATE rEssl ENGINEER- _ R.C.E NL . 4 STANDARD PLAN 101 : W= 18' (FEET) OR AS INDICATED ON PLANS. REMOVE EXIST. CURB SIDE DRAIN. TV. TT (�TT �T Qao oNqO INSTALL 5800 LUMEN STREET LIGHT, PER CCTTY OF RANCHO CUCAMONGA STRFE? 1 1CAL! S1-C 1 IOl r �9 "x"A `' C41 D'Si N �CAN1Y ENGIN:f RING GREW INC. E:COMM' N SE D 8 RELOCATE EXIST. ST. LIGHT. c P CIVIL E►G)NEERING - P�M1tlff - suzvErlrrG LIGHTING STANDARDS (paid for by developer, instolled by SCE) - O9 INSTALL. STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 . ADJUST EXIST MH TO GRADE � �� ^ ! � No vsso i _ B.U. X010 IOWA AVENUE, SUIIE 102 /1 V 1 L FZ /(. R i C� �_ t i S a Exp 6-30 m A f; ,,"4% RIVERSIDE, CA 92507 �r 10 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA � CONSTRUCT CURBSIDE DRAIN WITH OPEN PRIVATE `'J �, H R./M.M. TEL: (909) 683- 5234 Z OF _6 STANDARD PLAN 134. CHANNEL PER CITY OF RANCHO CUCAMONGA c� FAX: (909) 683-5301 0 W=3' - N.T.J. - - a 04 ,- - -- - JOHN W._CANTY R.C.E. N0. 17550 1] INSTALL STREET TREE. SEE NOTES ON SHEET 1 . STANDARD PLAN 107-B, D= 12', e 1F c:r,t .K; - f F WING N//0. (without manhole frame & cover). TI-5.0 R-- 45 S _1776_ REMOVE EXIST. CURB & GUTTER. =r a, -CITY_ DATE NOVEMBER 2000 FILE N0. 1090-006 PROJECT SHEF1 No. OF --------_--- 100 VC o L= 1 .75' PI=10 0.03 V NCIDN Op til t} rj S $ ^ PRP TOP OF + ^ o + o m to o rL CURB W W $ + of o a popp ° to til O o V) _ � A/4 4 �' �.- + ° ^ (r) w R==1.00% (16 1040 IT 100'VC 100'VC 50'VC N pit Z Pl=1033.24 P1=1032.00 m Pl=- 1032.22CIL o -� ILAJ CQ PI=1 40.00 v o ccp� o�� g g V = O +��ON m d �ON O `� � *7 �3$ C-0 oc, �o ca v �r, N, `��' g I" + ','� o R > w +3 a K- a _ � _ o � ~ o o o PROP F.S C/L o � a o 0 0 ^� o a W o ^ o i w `� cn �, W ti �.., W W to w Ql O N + O a to^ O N o ^' O N �, o cn Urw TG=-1.24% _ �- 2+3636 `o o C6 " e a ° _ R=1.00% R 1 =2.52x 3 %L OC1.35 �+ o o Co t i �l W 3 Gi _------------- --- _ - - .-- C _�-- N - N �.- s_ - 100 VC - �00 VC Y 50 VC - ^ - -� �- - _ co � �O � � tR� 5�1� U� Pl= 1033.21 PI= 1031 .97 Pl=:1032.19 --�- o� m g 100 V v P I=10 0.03 U m oro iu o ►� o u� �c r� r. F.oo r.$ � to t CS rn �i N o .� Rto _ cy pOp + j N ;4 �i �i+ N N n N t� sh Q�+ N ,- V `�t ^ 1� p O O O �- d oN + N H :? O �c �+� v O + w QP TOP OF + . + � o A2 NQ � � FLY CURB w + � no _ o � ^ Uj � WWw� W o ^ o � ^ � W m g oN N(Zl + o a CL a a ,v� i8 - V) iu cn W cn 4, ► $ ^ ^ O c0 g N ©/4 A/4 /4 /4 <t O TG=1.46% OUT r� cn TG=1.247 o m + oo �- o °+° N TG=2.35% TG=1.96% IN � O ►� ^ - �, co TG-1 83% 0 -- RT _ _� -T? - ----- - -- - -- - - -- - - _- - e-- - o - -- - -IM -RT + Q -� op _ 100'VC 100'VC 50'VC a W ice. PI=1033.24 C_> P1=- 1032.00 P1= 1032.22 cin �l 2 m m O o U a ►'� o Iris $ � : �r� gcNt� ,' $ % o ^ ` ' '� � R�3 �t�p (Z; Q O O Q O ^ O ^ p O O U �, TG=-1.24% Zn TO=1.46% OUT TG=2.35% Sta 12+45,75 TG=1.96% IN CLC - 1 1032.34 9+00.00 10+0o.oo 11 4 oo.o0 13+00.00 14+00.00 15+'00.00 16+ 00.00 17+00.00 CAUTION 12+00.00 U7 0 AT P ALL EXIST UTILITIES IN SUNGLOW St'AC ' FINWQOD DR. COURT SHALL BE PROTECTED ,� ,� Uj CY IN-PLACE OR RELOCATED TO SATISFACTION OF INSPECTOR a 6 CA E B rn 7 `n 1 11 �1 'n 11 11 AND UTILITIES OWNER. 1 1 1 1 1 1 0 o � a ro Q � L,1 Li 0.7 L 1 CD (D (� CL) NO N + 85 �' i ti 27 DATA -4- I QI N ISI II C n a U-1 co 4 II n l + �` a + w CISm o n 3 d > i `n `n STA`SL' + 11 .10 `� _ T � ` , T �) DE LTA RADIUS LE NG1F1 TANGS NI Q 7 BCR TYPE E [2� � '� �� 8� TSTA 17+24.56 CEDAR GLEN CT. 3 - - _ - -- - ---- \ 7 V U 3 p p �+ 31_I 418.39' 43.11' 61.50'90 61.50 88 61.50' 6 1 1 , ? =C7� �i �C.03 ELMWC)OD DR. L/ 09'5002" 600.00' 102.98' 51 .62' STA 10+77.23 BC } r 17I \� _-T -- _ • , + S o () 09'50'02" 582.00' 99.89' 50.07' _ _ -_-- - 1033.14 WTR , - ---BEGIN X C!NST. �' P {filj �� T4/1 .84� �G © 09'50'02" 618.00' 106.07' 53.17' STA 10+60.00 , . _ 103 79 -__j_ , -1--�C r -' �- ccs NDO'7521 O7 �D 09'46 39 600.00' 102.38 51 .32' --- _- ? a -- 1033.22 13 14 00 _ 15 2 16 4]_._8O 1 ,- -- 3i 55.49 BEGIN CONST. _ _ TC H /�' 8 A 1 1 t.2 E T�_ JOIN E X T C 1 1 - - o _.._ ----- - -- - - ��---- II - �4 � i 06'32'03" 618.00 73.90' 36.99' ( ) TC �" - + } �) 04'1 1 '42 582.00' 42.61 ' 21 .32' E�COG -- _ C �. J ~ � e-_ - - -- _ o ; } STA 4+03.28 A j ti 4 7 88'36'14" 27.00' 41 .75' 26.35' Y_� 8� H I STA 1 0+77.23 BC _ a, 9 2 �, L, 3 4 Ln 5 I 25 94'02'13" 27.00' 44.31 ' 28.97' BEGIN CONST. '� `� u ao EL ECR U ti I JOIN E:X C2 _/ c� '� a} a} �;� }a. �; cc, a}_ a N 112' '-7 1P8'-I 18 1 --- 2 I N p � N 1 + 1 1 1 1 rj 1 1 1 1 0 - '-- �� CEDAR GLEN COURT 7 © N i_ 11 7 7 7 7 7 PER DWG. NO. 1645 ® N � 1 QCr TR 15727-4 6 CASE B W m co CFD A G I oE,N CT. CONSTRUCTION NOTES O CONSTRUCT 3" (INCHES) MIN. AC PAVEMENT OVER 4" (INCHES) CRUSHED AGGREGATE Rkc F . REMOVE EXIST. CURB & GUTTER. ® INSTALL STOP SIGN (R- 1 ). OCONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2--6, PER CITY OF RANCHO CUCAMONGA " - 1 STANDARD PLAN 104: W= 24" (INCHES). REMOVE EXIST. CONC. SIDEWALK. ® PAINT 12 WHITE TRAFFIC STRIPE: (STOP BAR) & STOP LEGEND. REMOVE EXIST. PAVING. ------ -- - -- --- ------- --- -- -- ---- O CONSTRUCT 4" (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET), PER CITY OF RANCHO CITY CUCAMONGA STANDARD PLAN 103. REMOVE EXIST. DRIVEWAY. DESCRIPTION OF REVISIONS DATE APPROVED ® STANDARD LAN GUTTER PER CITY OF RANCHO CUCAMONGA RELOCATE EXIST. WATER METER. CITY OF RANCHO CUCAMONGA 5 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA RELOCATE EXIST. SEWER LATERAL CLEANOUT. PRIVATE STREET IMPROVEMENT PLANS STANDARD PLAN 102: X=5' (FEET) L= 8' (FEE-1). F?t RELOCATE EXIST. ELECTRICAL. CONDUIT. FOR © CONSTRUCT CATCH BASIN LOCAL DEPRESSION, CASE AS INDICATED, PER CITY OF RELOCATE EXIST. TELEPHONE CONDUIT. TRACT 16058 RANCHO CUCAMONGA STANDARD PLAN 307. NOT SHOWN ON PLAN O CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA RELOCATE EXIST. TELEVISION CONDUIT. CEDAR GLEN CT. STANDARD PLAN 101 : W=-- 18' (FEET) OR AS INDICATED ON PLANS. F� RELOCATE EXIST. GAS LINE. O8 INSTALL 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO) CUCAMONGA STREET APPRCiVE Ii BYE - DA i E D/ LIGHTING STANDARDS (poid for by developer, instolled by SCE) REMOVE EXIST CURB SIDE DRAIN. PRoFESSIo CITY ENGINEER_` R.GE ^JL C9 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 . 31 RELOCATE EXIST ST. LIGHT. ��° �" ` `qti q� �i DE`>iGN CANTY ENGINEE:RINCI GRUl1P, INC. �ECOMCjRf; E t G H C CIVIL EPr1IWERIW. - PLANNING SURVEYING ADJUST EXIST MH TO GRADE No »550 i B.U. , zq 10 INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA v r, - -- - - 20 0 IOWA AVENUE, SUI E 102 --- STANDARD PLAN 134. 4� CONSTRUCT CURBSIDE DRAIN WITH OPEN Exp b-30 0� [;I:'• �� RIVE RSIDE, CA 92507 CHANNEL PER CITY OF RANCHO CUCAMONGA 40 20 0 40 80 120 �•J H.R. M.M. TEL: (909) 683- 5234 INSTALL STREET TREE. SEE NOTES ON SHEET 1 . _ .- . r - - _- \S �`., C`iL KE-- _-_-__ : (909) 6 - 31vG F --6 - 11 STANDARD PLAN 107- B, D-- 12", W-3' i - l -� �� ,; FAX 83 5301 0 (without monhole frome & cover). 1 40' \ -c� _JOHN W. CANTY_ R.C.E. NO.- 17550 7� _CITY __ DATE NOVEMBER 2000 FILE NO. _1090-006 PROJEC' SHEET No. _ ✓ __ OF______ _T_ _ PI`�1036 -.4-�1�-� 10 _30VC - 100. VC_ PORTIONP1-1035.55 L-42.71 I PlZj 8.72 100.00' VC m ct) U P1=-35 77 P1=37.10 W 4 °14 4 '&/4 > U �M L=17,801 T-43,59' VC L=111.98' V rn m v V� T OC Ar 9 r< t6 (z d --- ^ w o P1=1 48.06 PI=1049.60 t 87 HP rn ^ ^ , O o ►� W o - 0 cp V) N o ^ m �/6=18.66 C)j ko 0.99% ATG=-1.629 0 o W + Cc) `} ,ri � �-R=2.269 O�' cn w w ° o ° - n O rn �'4 �4 �/'4 4 f'R=S.69% P OF -' `�/6 "/6 % °�'6 °1'6 `/6 Ln _ -�0 CID ° w ° STFR1aY CURB R=-0.509 4' cn w cn w in ° - ^ ►i - 1.09 - f m opo my _ _ 36-M. _- - -- T{ z r, oo N c4oq 0 0 0 ^ TO OF i 50' VC oo ^ in M c� J " o N ^ '`� o u7 N o rn u) c N s� w w NORT��LY C B O U PI= 1039.00 a � N °�' CN .� w = ` 1u__j w w w J ± � ± +co � + � { + + tj +;r� p, O ^ +a oO�o + o0i0 0 ^ � cD U O O N O N d CN O O IY4 A y4 /4 II O R%4' �U 1�^ KjCD U O w °" 0 ° r lit O ° + tetO _ S►� `:'� ��:, in ` ins, v��, inw ins► w w x.42.71 0 � �W o �' �+ V"" O� } N in r< ° ° � SH URFACE ON C _OWN ° _ R=2. 7% W 1 81 TG=- 1.6230 LINE ~ �, ` R 0 C�I, + 71.1 VC R=5.69x O �'4 �l'4 A/4 TG=0.007 : PI=1 35.74 Z Q: o 0 0 �� SMPACE -2.46 a v > c� 503' OD a - � ♦/� 'C m o o o o @ CSL ca 1035Lp-CL- _j a� O O O - O O - O - �j -a -- _� -- m - r O w Op ►7 t0 c0 00 •- - co ® N 7 ° O O O co 0 N � N in O 00 to u) C> t[j 0) �t ►� p p, O t6 n ^ O , •_ i\ ^ + 00 N u) ^ N u) ►� o N O N \ u) d/4 7'4 l4 �'4 ac �i+ + .� } N ± O � O Np Np N • NO r 10 ►'7n qua U ? 6 00U a _ � cp Ntn � W W W U O � w °/6 O � OK � - _j 0 ^it L0 00 '4�0 + o � p o � to cnin w cn�, cn w cn w cn �► cn w cn cn w _o _ oo er o r\ co ^ tow o ^ ° "' L 71 71: ON 100 VC _ 100_0b'-VC 0 +p W + � n n n 10 cri 50' VC c i �, in w CROWN LINE U-)C.)00 Q O d o 0 0 `� T=45.49' 71.17' VIC PI= 8.fi9 PI= 7.07 ,no ^ + M EI 1038.97 50 V ca oZ P OF ° p 0•Jo pl P1=49.35 1.469 TG=-1.629 �W �� OIJTPJR .Y CURS w 18' w w w - R=3.779 ,4 0 R=5.00% v P1=R0� �� t Q49. a ~-�' u>w 1 u TOP OF PI R=-0.50% C/L C.B.13.11' ON o o o EASTERLY CURB m A'4 °/4 '/4 /4 CURB N O ^ o N o �� - --- U " v U U ^ o 00 v 4/1e -- - - - - - _ -- - - -- -_ IL V 6 RT - -- - - - -- - - -- -- - -� --- -- --- m - ,_ _-u -tom T_ �_ +_ Qi_ Q v O p m Q/6 �/6 �/6 °/6 Q/6 to w a a N o 'tN � � SN O O � m U U p�jN o o u)c) u)N N ^ f N c6 m uj I N N N c0 N U) wi n ui O) O O N n K) u7 N O m u) O N O 00 O O N St Ca O0 li.! in liJ (n 4! °10 c0 cA "t fir\ `n r\ �� 06 Ooh Nc `nr< � N C)r< Or\ c6 QS + � O n %400 1i� o + o p ± d + +►r, + r� + ►r, o,7 + r7 + r7 + ,.� + r., O My + ,7 ,,) u) W M (�,� N N + R O ^o O o 0o NO NO C) �O 46c) O O N 'f) ,}+1 ^ ^ - O N ^ 0 0 0 ° ^ of `o C� `N O � ._ N r� � o � � °^ on ° cn�, cn w �, W Gi c6 rnN .0 v _- a; o cn 4, cn w cn �, cn w PPO ; SCAT 100.0 ' vc : 100.0 ' vc w w w + ►� + U + + ,�� o ►� o o w 1"= 40' HOP.TL PI= 8.72 P1= 7.10 0 {n o o ) in Cr vi w o d 50' V L=42.70' "_ ' �'' + _ + w d Pl= 104 .70 1 4 V1si w u� o o L=1 11.98' VC = + E , .._�,.. �D �. .� /6=18.66' N o = T 43.59 Pl=1035.47 L$17.80' ° 17.80 1+00 2460 34 O 4+60 5+bo 5-t 0 1+00 2+bo 3-160 4+bo 5+ 0 LJ La J j ^ �_, TSTA 5 50� 1 t� 1 0 06 �� 1 1 w- ,'�v= 4 oG CASE Pin"WOOD DR. I w StTNGI�OIW CT. �" CANYON OA CT.�j ^ � . � >i �� In " U _ � STA 3+55.0.0 PINEWOOD DR. K 1 � Tit 0� CT. SEE L�`�I' -� � 7 Q � Q �J m � m S S x.. + 2 + OG CANYON OAi' C7. SYPI SHEF T 0 w1 ccs _ _. ._ ts,-a + 1 1 7 7 ,0,4 SiA 1 GG. S \ r 1 ca 15 A- ( _ �j - - r.b - _ �I + � I 1 1 1 0� 1 1 1 1 N I ' cry 0 a 19' 1 • } �I' d OI ��� N W= t8' -I U 5 3 12 ,18 _1 8' • } o ob :cn Co °�' �, N J c0 g 1 �n w 5 4 v 38 37 .. ; c�o o _ cr) �, �,' + a N ,>1{,E 8 2. m �j cn ' Q + �I + �� + � + ►� + N 32 - 1 TA 6+D STA 1+45.49 - g ECR .3 _ Y n BCR 1Y1A 1 li -y c c 1 E.__. + c.� CN s n 3 LID �t o 8 - - - t .� BCR TYPE 8 3 _� _ 41 �_` ?. 7�5 A k ee_ (n - ; . `5 � � y � � ;_,� F�: �1 ; _ � 1 A °' TW1N OAKS 82 -.4 %_ �' . . , L `, �2. Y 2. 34_ y i TYPE A � �� � R1 �. _ �� ^�� f / 1 2' � ---- -� � 1 F - 3J� 34 � 3a o. =STA �+00.00 ELMW000 1 p 7'4 + • - • i + ` " 5 �� A s f . 9 ��� / ��i t �%1 �S� a .9 8 0.00' 0,57' 7 F L _ ___ _ _ _ - - ` - - I 8 1 37 1cl� J 4 I 0 2 036.2 _ �8 �� �� m 3 T C. --- - F F L -- �� o �. Q _ _ __ -- - -- __ r � -- - - - � __ _ . 1_ __ - - - - - - w � �. � I r 9TH 4�..4�4 � • • _ � 48. _ C J 00 - - ! 37, 7 3 4 4 N8�5*47 52'W D 'C 1036.03 ao t -- - - -� m- `� o d °°� �l ,C' Z 7 ��b - - 8 8 - - - 037_ 64 _ 0' 3 - 10 4 E Z cn B _ - -'� C, - - - -- - - 0 4 CIL �.. --- --- } + - - - -- - - - - -- ---- 1 _ -- - 3g 3 �G 4 D P `�' --- -8 T 8 38 4 4 O I � - - _ TYPE A" 9.31 _ _ O '� ( 4 .5: 6L +lG'' F,; n .' F _ 1 l 3J 6 - - - N 3 N ao 1 1 - - 3 o a n >> S�. 11 Sfo 6+10.00 PINE-WOOD DR. --S8 •_- - - T ' - r } `� . 1 J48._ -i a + O STA 5+14.37 m I )D m m 1400.00 TWIN OAKS PL. �_ ' � rn,'�� �: .`: F" a �-- + rn 18' 188 . BCRm �, w �, W L o /8`° Q - W cD d PE IB 4r o�.. ;, v'I �'J a -lily ll l l ! �1� l C - �r_� , w_- _ f M LIN 72 0- + . oPFw °j 30' n30 i 1 lv > > > o� , a `f - - , 8 0 v O� r - t ; :o J 1 A I -1 4 J. `^+ 0 EC Q ' - Q 73175 �- - III 1 Sfo 1+00.00 TWIN OAKS PL. r . J ' �,h +-- - - w 74 " .. - - ^ 4c.1- C) + W 16' J2 7. 12 L �: 1 � 11 1 1 1 ^ SPACE, =Sto 6+ 10.00 PINEWOOD DR. 82 6 � w C) 00 76 �� Q;co 7 7 ��' U 1 1 I I N� I I „ + 81 -4, - 11 - ,I -w - + .^m o LOT J N 11 �- 11 83 n + 84 Q `^ W + + cv 1 6 CN N qw�t W i 1 CASE A 1 1 0 -� II ,� 7 7 7 7 1 1 ,. 7 7 7 �� 7 7 7 CSL CS v� U �'' c» 11 ; ) Sto 5-f 69.so 6 CASE B SF ; Siff. 5 8C 27. 12' R T"WIN OAKS PLI PJNTF,� �ll OD D R. - �� cN F._ Q � CONSTRUCTION NOTES N CONSTRUCT 3" (INCHES) MIN. AC PAVEMENT OVER 4" (INCHES) CRUSHED AGGREGATE BASE. DATA CITY 10 SANDARDINSTALL EPLANTA34 MARKER PER CITY OF RANCHO CUCAMONGA Dry l DESCRIPTION OF REVISIONS DATE APPROVED O CONSTRUCT CONCRETE CURB AND GUTTER, TYPE' A2-6, PER CITY OF RANCHO CUCAMONGA � ) DI I lA RADIUS .- Lf NGIH TANGf W STANDARD PLAN 104: W=24" (INCHES). 11 INSTALL STREET TREE. SEE NOTES ON SHEET 1 . `A) 89'22`31 " 27.00' 42.12' 26.71 ' CITY OF RANCHO CUCAMONGA 3 CONSTRUCT 4" (INCHES) THICK P.C.C. SIDEWALK, W==4' (FEET), PER CITY OF RANCHO " i O CUCAMONGA STANDARD PLAN 103. INSTALL STOP SIGN (R-- 1). CB) 90'30'13 27.00' 47.65' 1 27.24' PRIVATE STREET IMPROVEMENT PLANS C7 90'37'29" 27.00' 42.71 ' 27 30 FOR CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA PAINT 12" WHITE TRAFFIC STRIPE (STOP BAR) _-__. _______-____ _. �_ _____ ____ __ ® STANDARD PLAN 106-A. & STOP LEFEND. 10'00'00" 102.00' 17.80' 8.92' ___-- _-- TRACT 16058 O CONSTRUCT ONSTRU TPLAN HANDICAPPED (FEES) RAMP PER (FEET) PINEWOOD OF RANCHO CUCAMONGA CE 1 10'37'29" 58.00' 1 1 1 .98' 83.80' PINEWOOD DR. & TWIN OAKS PL. © CONSTRUCT CATCH BASIN LOCAL DEPRESSION, CASE AS INDICATED, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 307. APPROVED BY DATE _ r49';3 O CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA QROF�scgo�q Di ENGINEER R,C,E Nu 7 STANDARD PLAN 101 . W- 18' (FEET) OR AS INDICATED ON PLANS. �� � ,v>�F i . G N CANTY ENGIN[ f RING GRDUP INC, r?L� )E D '� �� Zc CIVIL EW,11*t-R]NG - PlAWIW, - SURVEYING 40 20 0 _ 40 80 120 N� I�sso B.U. ® INSTALL 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO CUCAMONGA STREET - -' -- -" 1 ---- - - 2020 IOWA AVENUE, SUITE. 102 -- LIGHTING STANDARDS (paid for by developer, installed by SCE) Exp 6-30-01 L�F�nWN RIVERSIDE, CA 92507 S i_ SCALE 1 '- 40' GtJ TEL: (909) 683-5234 H.R./M.M. 4 OF 6 O INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 . `\ a --- FAX: (909) 683- 5301 -- -- E JOHN W_CANTY 17550 R.C.E. N0. 1776 CITY DATE NOVEMBER 2000 FILE N0. 1090 006 ROJECT SHEET No. __ _1 - OF------ Top of ATORTkrF JaY Curb uc_ _ - _ _ -- -- - -- - P/= 1042.48 R=2.26%-) r\ W m W L}6=17.77' CC) o C%4 °/s �m To of FESMLY Curb .a v + o 0 0 o g v 't ,,� o LO LU N O + O O r- ^Qi O h a9 N O 4 ^ c0 raj N _ 00 (10 o ` ,3Q0 ° 1 c' + o N ^ccy rn + 't + v + o o ' o T=57.53' L=29.32' + LI + o M o ^ ^ ^ ^ p ._ ° .- 57.53' VC + ►� v' v`i ' cn�, - to w m in Gi cn w v7w w R .42% U U o K' " . ` w �, cn w R=0.50r /s 6 �, �U, Q) 0 " r O m r Ib ds '`�o to 50co 00 ' VC 50' VC �F2 4$� � .�-- �+ i _a z �n� tip, PI= 1042.45 P1=1043.00 - - -- - v -- - U)N _ --- _- _ i---r��--rte. Cl- � O + - F P.11047.84 U �, w �, U _ co m w On Curb b� a, 71.07 V.C. , �50 v o oo g $ oN cuRe � 2. EI qff SURFACE AT tri r ' o o - °�n° ►� . 'r � ►` N tri O o ►ri 1r� ` PI=1044.DO R= co QQ,� N N O N O (Is .+ "t+ N� ^ + p FIA7,q S FA A T qjco i c "5 cy ►i o ►i�r + _ o Vr i`' �-TG=1.31 U ° _ ° ° " ► o `t o - o v_ �u T.G.=2.2950 v O ., _., o v to U w .� �, ° "� N w in _ N Ln Wtn R=0.50 0 to m w 06 R=1 1 w - w � �/4 �4 f;4TA4/4 �. � � ►� N - - v x, .48% ao R=0.8550 + ± - - - - o - - _� _- ►� - - - ^ - -i ,_ o ° � ° p0� � w o 0 0 � o ,`�� er `� + � - R=2. Top of SO U77 RL Curb � _^ �- � + ^ LO �" �' `" �`' 0� o to ' R.1.81%� d =67.00'VC 1=1043.77 m��50v% s9x . R=0.5050 R o Top of EASTERLY Curb �/4 4 4 �4 '&/4 �4 W R2 48� 4040 RT Q) w co C Nm ` CL 2 m 2 CN CN or o 0 0 �+ o I R, �0 0 _ i?� o o �y V� w "� m �'4 '/4 �'4 W T6 .60� 2 TG=0.60% TGA 1.31 m o m W PROF: C-) -00 0 0 0 �+ I + � SCALA' � U U ►� *4: C14 ^ � "� t ^ O O O C� N lw= 40� HSR n � - n ;o 06.N ^ o m� � � 00 o _ m ry w rr Op er "` rrj + ._ + O nj tV In h �,� to ^ rj �} d t� Un cp 1� ty '- O NO 1 �O ^ OR t O tt0 O a0 �0 O _O O O O O 1 4 VE + + j + v �o °Q + + ! - + v + �r �r �r �+ ao 0 1.� + + + (111 W in W I W (� W W W to to tow W W W W ^ Ili l U V NT L=41.7 L44.31' 50' VC L= 0.20' i ° > , ° y ° L=i 7.80' 43 59' `t ON CU F� T=28.9 7 P!= 1043.03 On Curti to �- � ` 1 >�' - + a 1+ o �. �� - � z-,} a �Q� c� a+ o �-� a e� o � _, �� T=57 „ I +oa 34-00 �•+ o o+ o -N ON4CUVR ON46-_4CURB ON4CURB 57 53 5�C 29.3?'_ P7=-1035.85 - - = Q P/ 1035.57 Pt 1035.8.5 P!_ 1036.53 STA 34 55.03 ELMWOOD DR. L=139.22' U 11 ��N _ - -------- - - --- _L'=_1 ON CURES 0 L�1 - _TA 17424.56 CEDAR GLFN C1. TYPE G-- m w U a 11 � 11 ' I� 11 ELMWOOD DR. 7 7� 7 7 I 7 U 7 7 CO I 7 ' 1� - � W= �8' - - - w� STA 17+2e CEDAR G CT W I CD -4 -10 7 7 pp SPIE IXFT S PL '7 _ 11 ao +01 J 1 �� 1 i > n = ST 1 +5 EL OD--_ i 11 I 11 0'o ( �, N� ___.__ ._ + Lo D D R c� of N �^ + 11 + + + tri + n 1 1 ao fo ko W 3 r� 3 • o _\� �, �' O + Q 1 1 1 i 0 1 i it 29 d Q N � Q a� rL + _' � a STA _6+ 1 G_.78 E L MV Q 23' Nrn ,� N �� +� LA_ � o w 23 38. 343.59' "' 11 g �- 27 � 25 Q `r' � � � � � =S-TA 4 A c-i .91 SUI 13 N PE F 1 1 - - - 7 4 � � L,1 a � Q � - - - - - - STA 1 +00.00 ELMWOOD DR. ; _. _ =STA 4+63.00 TWIN AOKS PL. + o' 52.41' 30. z' 79.2 3' 60. 3' 26 8 Q STA 64 10.78 ELMWOOD DR. 0 12 Q >I A / _ _ 5 - - 5 .42' S� 24 rn \ _ 55 STA 5+69.31 `3 J ' �? r t - --- 60.15 20.8 `i' ,.13' 6 SQA 4+51 .91 SUN MEADOW CT. ss s 1 cn 11 BCR lC 4� � 1 15 71' @ 50 �4 1 , i1 04" _ --- TYPE F17f • Ci __.' - m W=16' h 3� r' L� w .- 4 i 8 � � 1� C J�4 _ FS 7 _ WTR �� - 1-� 4 > ___ __ - TA 1 +_00.0 • ;' 4 _. o - � T^ �o o Q� -- ---- 7 * � 9 L ph2 86 85'44 28 W - F �n p36 B ctj -s - �� 2 3 5 - � , - g _. _ � --- 500 25 - - --- � - - K - - --- - - - 6 N `. .\ _ TYPE F 1 1 1103 3 1 1G �' �- ---- lk 0 � TYPED "- e \ _ 4 h - -- - - - - - 8 11 3 . ,. �/ vu 22. 1s 6.94 -- --- My r' - CASE B W=4.00 V=4.00 A "s� �`° - �0 ST ___ IIT SUN MEADOW CT. t STA 4417. 1 S5 y �� 6 2 l �� BCR ECR o a - 1.8 ..$5_ 51.40 9 5 Q4 14 . A r(�(rV �T �r ii_�__- � - - --- �8 =S A 6+ fi�t'l. /8 ELMWOOD DR. 1 l r. BCR M A l is i IJ �i �' g t G . Q ;, 9 0 A + - I U + __TYPE TYPE G 1 1 1 1 2 6, 7 o - 6 7In TYPED ^��> - - - }� w r\. . 4' ��A� _ 1 J� -- 6 w= i� 7 c� 31 31 - - , � - - 1 ' 0 21. 12 r e A. 2 s �c) --- ----- +-18,_' 18'.! 12I' O " �� -- - �' �, � I 1 U r w= 1 B' '_ �, a, rl + , + + u `° W W O 1 1 w 16 7 rn W ILLJ Q 11 + 8 t� TYPE F 3 MIN FROM O ,.� CL � tD I CL l i W - 6 . 4 9.&; F 3 i 3 1 1 __` TDP OF DRWY co Co > + p) �. ! ; U 7 7 7 � `)' X O 24' v rn 1 1 6.26' SEE � , A --- � ' �w � 1 �1 to � � _ 8 II � _� � 11 + � v 11 11 M I � 11 7 TUN OAKS PL �: C� �. AR GLEN CT. Q ; �UN MEADOW CT. cn (n -� Q Q r nQ tin N 7 N% I w o) + N < U �!U to 1 1 N I = �yt Q U DAAcn 7 ccn N � Qr�� U DE LTA FZAl74US _f NGIFi � IA,FIGE Nl .._ _. �+ E `P,) 210 00'OC)" 3F, C 139.28 -._.._vSUN MEADOW-. ._ . ._ . . - -- ---- - - -- ---------------- - -- -- ----- - " 15'00'00" 112.00' 29.32' 14.75' DESCRIPTION OF REVISIONS CITY -CONSTRUCTION NOTES CCS 10'00'00"^ 102.00' '17.80' 8.92' DATE APPROVED ---- -- ---- CITY OF RANCHO CUCAMONGA O CONSTRUCT 3„ (INCHES) MIN. AC PAVEMENT OVER 4„ (INCHES) CRUSHED AGGREGATE BASE. INSTALL 5800 LUMEN STREET LIGHT, �D� 85'19'07" 27_GO' 40.20' 24.88' 1 PER CCITY OF RANCHO CUCAMONGA STREET LIGHTING STANDARDS (poid for by developer, instolled by SCE) U 04'03'24" 2018.00' 142.88' 71 .47' PRIVATE STREET IMPROVEMENT PLANS 2 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2- 6, PER CITY OF RANCHO CUCAMONGA - -- -------- - --_ _____ O STANDARD PLAN 104: W=24" (INCHES). �) INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA CF 04'03'24 2000.00 141_60 70.83' FOR S?ANDARD PLAN 401 . CG) 02'01 '48" 2000.00' 70.86' 35.43' 4 20 _0 40 80 120 TRACT 16058 O CONSTRUCT 4- (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET), PER CITY OF RANCHO - j CUCAMONGA STANDARD PLAN 103. INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA �� 02'01 '36" 2000.00' 70.74' 35.37' 3 �� ^.IANDARD PLAN ,34. - ------- - -- - - SCALE 1 = 40' ELMWOOD DR. & SUN MEADOW CT. ® CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA 00'46'18" 19.82' 26.69' 13.34 STANDARD PLAN 106-A. INSTALL STREET TREE. SEE NOTES ON SHEET 1 . - - 1 ci) 88'36'14" 2100' 41 .75' 26.35' APPRLIVED BY �Q� DAiE 70� 0 5 CONSTRUCT HANDICAPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 41 INSTALL STOP SIGN (R-- 1). , ," - - oFEssl CITY ENGINEER v"`ti R C.E N� . �'493 _ _ ' <� K 94 02 13 27.00 44.31 28.97 eR oti STANDARD PLAN 102: X-5 (FEET) L-8 (FEET). �:� � cq q� DESIGN .: t PAINT 12" WHITE TRAFFIC STRIPE (STOP BAR) Q° �" w tir CANTY ENGINEERING GROUP INC. o CONSTRUCT CATCH BASIN LOCAL DEPRESSION, CASE AS INDICATED, PER CITY OF 00 38'45 1y82.00' 22.92 11 .15' ° yc civu ENGiNCfRi , - - S�PVEnr 6 & STOP LEGEND. __-_-_-_.- -- _ -_._ - _- ____ No 17550 1 B,U. - RANCHO CUCAMONGA STANDARD PLAN 307. --- - 020 IOWA, A'�E NUE, SURE 102 �M� 85'19'07" 4`1.00' 67.00' 41 .47' 0 4 INSTALL. W53 SIGN. ___ __�__ _ ___ _ __ __ .___ -__ _- ° Exp of A DR.AAN RIVERSIDE, CA 92507 , TEL: (909) 683- 5234 O CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA �N) 105'19'07" 58.00' 106.61 ' 76.02' H.R./M.M. 5 fj STANDARD PLAN 101 : W= 18' (FEET) OR AS INDICATED ON PLANS. - " -- - - -- - �\ q.�R�� - FAX: (909) 683- 5301 - - OF _--"_ CO) 85'19 07" 2I 00' 40.20' 24.88 ffF ��� CFIECKE,� JOHN W. CANTY 17550 DL?�w rq� N(�. --- R.C.E. N0. -_ � 7�� CITY DATE NOVEMBER 2000 FILE NO. 1090-006 PROJECT SHEET No. _5 I L`29.'32' T 57.33' L=69.64 O 0/6 U� PI=1,048.91 , mN �/6 0A/6 a^,© > ,�v, o J 28_66 28.6 J vI o^p U N►� PORT. 139.28 VC N rn + ao "�'- p vco P.i.=1047.7? W) 'n� ui co co- W m�` W a w o 0 A/6=23.21' O U ^ W 43' y 0.46 m o ^ o a ,.. w m o w � w TG 1.33% m CF CF O.C. 1046 c0 ^ + % a ti FLOWLINE o r� ,mo o �'�• a o m ^ NQi W U o r_ W PRP TOP OF Q 00 tr) W ° Lo v► ,2 6��° CURB N °' S N d + � + CO + LO � Lj 29% � Yo m g o a o oQ o � ^ � : O O � nl W Q p� QO O 1045 *7 O � Z ; o ° W 0 PROP. F.S. C JL o ^ R,3 p0 ° N O OO M o6nN p O lid O in�,v, w R-2 : �TO=1.33% ::;47 Fm A/6 A/6 FLD LINE rn WTA/6 42,12' ^ - m 0.C. U O N W rn o W ��° a utv- � N O (n o + � o O N� N� ^ O +� rn ``' PROP TOP OF _ : `� o zw r:oK r46 o W E'LY CURB W o oo PPM, SCAB o 645% =29.32' 28.67' 28.6 © ' _o 1M= 40 HOPI -2 a U T�57.33' (n �, a 57.33 VC L=69.64 OC PI=1048.91 1+60 2+60 3+60 4+60 5+ 0 P. , 7- 2 v� P.i.- 1 oa�.72 SPECIFICATIONS CONSTRUCTION NOTES 1 .0 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (S.S.P.W.C.), 1997 EDITION, INCLUDING ALL SUPPLEMENTS THERETO AND THE O CONSTRUCT 3" (INCHES) MIN. AC PAVEMENT OVER 4" (INCHES) CRUSHED AGGREGATE BASE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, CITY OF RANCHO CUCAMONGA. O CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA 2.0 SUBGRADE PREPARATIONS STANDARD PLAN 104: W=24" (INCHES). 2.1 ALL SUBGRADE PREPARATION SHALL BE DONE IN CONFORMANCE WITH SECTION 301 - 1 OF THE O CONSTRUCT 4" (INCHES) THICK P.C.C. SIDEWALK, W=4' (FEET), PER CITY OF RANCHO S.S.P.W.C. CUCAMONGA STANDARD PLAN 103. 4 CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA 1 2.2 ALL SUBGRADE PREPARATION SHALL HE PERFORMED UNDER THE DIRECTION OF THE SOILS O STANDARD PLAN 106- A. ENGINEER, AND CERTIFIED PRIOR TO THE PLACEMENT OF ANY BASE MATERIAL. CONSTRUCT HANDICAPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 7 2.3 RELATIVE COMPACTION FOR THE FINAL PREPARATION OF THE STREET SUBGRADE SHALL BE 5 STANDARD PLAN 102: X=5' (FEET) L=8' (FEET). PINEWOOD DR TYPE c 11 m PERFORMED PURSUANT TO SECTION 301 -1 .3 OF THE S.S.P.W.C. � 7 11 U � 3.0 CRUSHED AGGREGATE BASE MATERIAL © RANCHOCONSTRUCT CATCH CUCAMONGAASIN LOCAL STANDARD PLAN 307. CASE AS INDICATED, PER CITY OF SEE SHEET 4 ± in o C) U o � w ,7¢ I �, Q 7 1 1 1 1 7 1 1 7 1 1 1 1 ° + M D: 3.1 ALL CRUSHED AGGREGATE BASE MATERIAL FOR STREET IMPROVEMENTS SHALL BE IN Oj CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA 9 - �� II `� c° `° C) � N - O 4 f �� CONFORMANCE WITH SECTION 301 -2 UNTREATED BASE OF THE S.S.P.W.C. STANDARD PLAN 101 : W=18' (FEET) OR AS INDICATED ON PLANS. + o u� o _ w o> + 00 7 W=18 s sp ( ) 1 0 [a 00 a_LLJ cD `�' a o `t Q �V) C14 47' INSTALL 5800 LUMEN STREET LIGHT PER CCITY OF RANCHO CUCAMONGA STREET BCR + 52 + n 50 �: a o 3.2 UNTREATED BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE UNLESS APPROVED OTHERWISE 0 LIGHTING STANDARDS (paid for by developer, instolled by SCE) 75 Q . n 6.38 46 STA 5+16.00 BY THE CITY ENGINEER, CITY OF RANCHO CUCAMONGA 36.6 45.90' 60.00' p. 8 t so.o 4 t y Q, RD PI @) INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 . FL + • j " i , n 8 W 16'Nj 3.3 CRUSHED AGGREGATE BASE MATERIAL SHALL COMPLY WITH SECTION 200-2.2 OF THE S.S.P.W.C. 0 36. 3 'F YJTR 9 __ - - __' @ INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA �� o FL ���7;32 .PROP. WATER 10 _ °p A n 1 -- 3.4 THE RELATIVE COMPACTION OF ALL BASE MATERIAL SHALL NOT BE LESS THAN 95 PERCENT STANDARD PLAN 134. 1C - _n. _____ _ -__ S�- -7 --- - �-- J EXCEPT IN THE AREAS ACK OF CURB AND SHALL BE CERTIFIED BY THE SOILS ENGINEER PROFS---S�W�K N00'2- 5'2 W �D � � • !! �� � 1 1 ( ) 11 INSTALL STREET TREE. SEE NOTES ON SHEET 1 . STA 1 +00.00 CANYON AOKS CT. 36.2' _� 2 3 1 4 14.6 a� 4 1c' F 'o W=- 1-6. 4 INSTALL STOP SIGN R-1 & STOP LEGEND. =STA 3+55.00 PINEWOOD DR. F� -_ g _ o = 3A c�- {I� 4.0 ASPHALT CONCRETE PAVEMENT a ( ) B �_ _ - _ . _ __ . - -- -- - v 45 � PAINT 12" WHITE TRAFFIC STRIPE (STOP BAR). 76 3 0 , v 4.1 ALL ASPHALT CONCRETE PAVEMENT SHALL COMPLY WITH SECTION 302- 5 OF THE S.S.P.W.C. ti 5 150 OC h0 G(% 50 UG'! 52 DG cD 9.51 00 U �� u 4 / 4 2 o, a 40 20 0 40 80 120 44 1' 4.2 ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN TWO (2) COURSES. THE BASE COURSE _ -- -- cn Q? 3 w 5� THICKNESS SHALL BE AS NOTED ON THESE PLANS AND SHALL BE B-AR-4000 AS SPECIFIED IN rn BCR o� N ''' w N w woc 00 m U w 5 --- - 0 1 18Z 18 1 in J a n- a a a �, w a 4 o o N o` o a °'o �_ v SECTIONS 203- 1 , 203--6.1 AND 203--6.3.2 OR THE S.S.P.W.C. THE TOP AND FINAL COURSE SCALE 1 "= 40' o + L' + + 11 11 + 1 + 11 11 + 11c° cO 11 + _19'w v SHALL CONSIST OFA ONE (1 ) INCH THICK LAYER OF D2-AR-4000 AS SPECIFIED IN SAID - _ } N N N o �7 cD Q� SECTIONS. Q 1 7 7 7 7 + '- Ln 00 1 1 o r` 4.3 PRIOR TO THE PLACEMENT OF THE FINAL PAVEMENT COURSE AS SPECIFIED IN PARAGRAPH 3.2, CITY i 1 1 A TACK COAT SHALL SE PLACED PURSUANT TO SECTION 302- 5.4 OF THE S.S.P.W.C. IF SECOND DESCRIPTION OF REVISIONS DATE APPROVED COURSE OF AC IS PLACED WITHIN 24- HOURS OF THE FIRST COURSE OF AC, THE TACK COAT z MAY BE OMITTED. CITY OF RANCHO CUCAMONGA 5.0 PORTLAND CEMENT CONCRETE - PORTLAND CEMENT CONCRETE (PCC) FOR CURBS, WALKS, CUTTERS, AND CROSS- GUTTERS SHALL BE CLASS 520- C--2500 WITH A MAXIMUM SLUMP of 3-- INCHES AS PRIVATE STREET IMPROVEMENT PLANS E-4 SPECIFIED IN SECTION 201 --1 OF THE S.S.P.W.C. PLACEMENT OF PCC SHALL COMPLY WITH SECTION FOR 303-- 5.3 THROUGH SECTION 303-5.5.4. INCLUSIVE, AS SPECIFIED IN THE S.S.P.W.C. CONCRETE CURB CANYONOAKS C AND GUTTER AND CONCRETE CROSS--GUTTER SHALT BE ACED UPON CRUSHED AGGREGATE BASE, TRACT 16058 CANYON OAKS CT. APPROVED B1 DATE ` -__--- e�N. ROEEss1ati CITY ENGINEER R.C.E . `v 249`,3 DATA " �qy,�� DE SIGN RE C E NDE D IA FZA[)!U5 LFNGI F4 IANGE Nl _� t�sso yZ B U CANT E ENGINE-RING GR[llV', INC. n[Q Vil EMG).$FRING - P�ANt1MG - SUFtvEYIHGct DEtLD � --_ - 2- :0 IOWA AVENUE, SUIIE 102 -- Exp 6-30-01 r;�.�ww RIVERSIDE CA 92507 �A) 115,00,00" 112' 29.32' 14 I5' TEL: (909) 683-5234 - - ---- - --- �, H.R./M.M. 6--_ OF - 6-- �B� I 210'00'00" 38' 139.28' - �` � ��� - FAX: (909) 683-5301 -- - ---- oF c a- C T E JOHN W. CANTY 17550 I% w N G. __---__-_-- R.C.E. N0. _-_. _CITY DATE NOVEMBER 2000_ FILE NO. 1090-006 7 7 PROJECT SHEET NO. _(V-OF-- - -