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HomeMy WebLinkAbout1083 I r WILD AVE. ( � , ld INLET PER CASE 1.11,an tttGENE RAL NOTES Q Q R/11 LINE A � _j_ . IN THE CITY OF RANCHO CUCAMONGA 23. PAVING SHALL BE PERFORMED 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE TRACT NO 13022 X11 N-41-C.I. PIPES(SEE NOTE 6) IN ACCORDANCE WITH R-VALUE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD AND PAVEMENT TESTS TAKEN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. W If MIN. CLEARANCE : : #' R� T.C.UK HIGHLAND - AVENUE ..f_ TO DETERMINE STRUCTURAL CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE. 7 -��C' * F.L. SECTIONS (PRIOR TO FINAL FOR ADHEREANCF. TO THESE STANDARDS AND SPECIFICATIONS. Q J WALK(SEE NOTE S) .tC.6' . ■ n tl � � '-- J � WIR FABRIc(6 c. . f y+ . .,� -w� PLAN APPROVAL). 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TE EPIIONE OR POWER lt r� L1� u � -� I POLES, WATER METERS VALVES FIRE HYDRANTS ETC. SHOWN OR NOT T1t ,�1LYi V v NO.4 SAR , , • ,-TOP OF CURB LINE 1-cLEaR 1 2�.. TIS FINAL OR SURFACE LAYER , , , 4•c.I.P�Es,sEENOTEi SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN Nps MAL TC.GRADE APPLIES ANY LINE AS SHOWN ON PROFILE ANT NUMBER OF PIPES = OF ASPHALTIC CONCRETE ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL r � ,• I ---1 #NOR _ _ __ CURB PROFILE -+- FUTURE ROADWAY PAVEMENT SHALL NOT BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT .' --_ -� i"NORMAL CURS FADE I I �C M TH �� ;_ L �� �� , r-G FLOW �6" E� BE PLACED UNTIL ALL UTILITIES NO COST TO THE CITY OF RANCHO CUCAMONGA. E•G• I I /W - ��R� ; COMMERCIAL AND UTILITY LATERALS WITHIN 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ST. 1 SEE CURS PROFILES BELOW / FR"'"E SLOPE 10%mm 1O FACILITY THE ROADWAY HAVE BEEN ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR INSTALLED,ALL ONSITE CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR --- A I ' 10 IMPROVEMENTS INCLUDING ALL RIGHT-OF-WAY. * i-TYPI AL `oar` 24 INDICATES SHEET NO. GRADING HAVE BEEN COMPLETE 4' �,,,. c TESTS, ,, , =,r,T,., „n„_.,.1 =1L� SHA149PH!, sr-eq4effs SHOW" ARF mHNsfusil- AT THE ,,., '50. P clf:'IC. !tfR PLAN 4 OF R9#9SH-�IRRADINGr, 894,x--•TESTS, R " VA , Riw `---x'-O"MIN.--� AND ALL UNACCEPTABLE PARKWAY wP'Y EASE UNE AVE. PARKr1AY WIDTH PER IMPROVEMENT PLAN� CASE I I INLET ,F/u�TiJ-•R.� AND ROADWAY IMPROVEMENTS , , ; •.G14 .K/, l ARE REMOVED AND REPLACED TO = = 417 OlIDT1AfTTLTI /T!1 Till; /r.TV lT„/ ,,, •,, FINISHED PARKWAY GRADE I DROP INLET CATCH BASIN SECTIO T.C. UI P.C.C.WALK (B•C.F)-SEE NOTE 5 / �D THE SATISFACTION OF THE CITY FOR HIS H-'�'a+�W 4NH3--HN'AbMATION. PPROVAI, �„1�� HE ^"":" W44-KN P.C.C.WALK(6"C.F.)-SEE NOTE S , ENGI NEER 7-7%. on C.f i,i-"10GALV. WneE FABI c s 0' am (LOT 2 00 TR q ) 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY 110.4 SAR LATERALS MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR" TO I• ------r------J I PAVING. ' 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH VICNrrY MAP :! Ai SEE INLET DETAILS--/ - I BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL P. .CURB4 C.I. PIPE, SEE NOTE 4 _ BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. N .T. 5. T=SECTION A-A - - -- _ - - - t�� ' A WRITTEN REPORT WITH THESE COMPACTION TEST SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO TIIL' PLACEMENT OF BASE MATERIALS AND/OR SURFACING. UTILITY CONTACT7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE NOTES 1 M FUTURE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS 01y, TOP 1 SURFACE OF WHERSTRUCTURE PRRAACT C(ABBLE I Awa)TO BE FLUSH WITH AOJACERT �. MEDIUM DETERMINATIONS COMPLETED VERIFY: 1 � ��r.na�wmr CONTACT THE FOLLOWING. AS REQUIRED. 419 HOURS PRIOR TO EXCAVATION!. ASBESTOS CEMENT CONDUIT OF EQUIVALENT AREA MAY SE SUSTITUTED 5��� \ DENSITY H YA 1�4b*8f8 ANO S�41'�FA---FQ44! ►wrcirm �'1L+ AT TME CONTRACTORS OPTION OR SPECIFIED ON PLAN FOR CASE I •II KgLETS. HOWEVER, FULL WIDTH WALK MUST BE CONSTRUCTED. Vim{ GENERAL TELEPHONE COMPANY: [8001 422-4132 S. CONSTRUCT P.C.C. LK WHEN SPECIFIED ON PLAN. THE CONTRACT PRICE (B) STABILITY, OIL CONTENT AND GRAbATION OF ASPHALT WALK 280 SOUTH LOCUST, P" FOR PC-C.WALK ITEM SHALL INCLUDE WALK CONSTRUCTED IN DO SURFACING. BE CIONJUCTION WITH PARKWAY CULVERT. I 8. WHEN IMPROVEMENTS ARE TOV PLACED ON NATIVE SOILS WHICH CONSISTS P.O. BOX 2920 4. M" EQUALS NUMBER PE PIPES (MAXIMUM SIX) AS SPECIFIED PLAN. OF A ROCKY MATERIAL, THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS POMONA. CALIFORNIA 91766 tJ'• INLET CASE TO BE SPECIFIED ON IMPROVEMENT OR GRADING PLAN. 6 ANGLE "a" EQUALS o• UNLESS OTHERWISE SPECIFIED. SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER -1. TYPE,DIMENSIONS,AND ELEVATIONS OF P.C.C. CURS ANO GUTTER PER THAN THE NATIVE SOIL. 2191 EAST BIRCH STREET [714) 529-2869 SOUTHERN CALIFORNIA OAS CO: 01141 529-2070 NA►ROVEMENT PLAN. c-�FtEE� Q 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM ' BREA. CALIFORNIA 92621 RESPONSIBILTY FOR THE CORRECTION OF ERROR AND OMISSION DETAILPaG��`G DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED CUCAMONGA WATER OISTRIC:'I• (714) 267-2591 I PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER 9641 SAN BERNARDINO ROAD ,a 2-4w PVC PIPES THRU GURU SCALE I"= 200' FOR APPROVAL. RANCHO CUCAMONGA. CALIFORNIA 91730 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD R G� FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE , 'S �a�� CLEANED UPON REQUEST OF THE INSPECTOR. PRIVATE ENGINEER ' 11. THE RESPONSIBLITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING C 1 REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND . NOTICE TO CONTRACTOR ' WATER, CAS, PHONE, ELECTRIC OR ANY OTHER UTILITY LINT: INSTALLATIONS WILL BE THEI ESPONSIBLITY OF THE OWNER, AND SHALL / BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO g(fz��� FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR I FUTURE •INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE COMMUNITY ARE SHOWN ON THESE PLANS. UTILITIES SHOWN AND OTHER LINES OR STURCTURES NOT SHOWN ON THESE 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED PLANS. cVAA.RL-ESTO1.s. FACILITY j BY STRUCTURAL SECTION TO BE INSTALLED. w+c I 14. ALL REQUIRED STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON K I.A`vG 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT, OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THATi RSA pPR I SHALL BE STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" LALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC v1CLTO DOWEL PINS AT ALL EXPANSION JOINTS. IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY Ns 1 16. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. c�- �� �� I I SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". r F- BE SET AT ALL HINGE POINTS EDGE OF PAVEMENT POINTS WITHIN 0.01 m FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAT 50' INTERVALS. THE CML ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE / ac C ( ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED . CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE SCHOOL/PARK SITE c I I AT WARPED OR VERTICAL AREAS. . . OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. GR w =In n3A fNsppGgg9N 11FRSONNTi R 1T � Z I I DTVI-C�TIT:I�'CTTI Cl �T SUB DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". O Z 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS Ks,�Q I N W D STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE c: " z ? N 7 5 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF H = J RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND v CD .STREET �/ 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND d Y a PSE I THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR � O� HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER T � I SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION STRI WHICH 1 I SHALL IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE- DELAWARE-- I BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. NEGLIGENCE OF THE OWNER OR ENGINEER. VERSO -1d ( 19. ,. �^R sr-r�RR 8*81pr-N! -rwrN j _ 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD BTRE�T �M4N 18 4 OR 20.EEr NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. t; 5�R 21. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO T T 1 0 f v EXCAVATION PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING e I (5,6E Z177ZI7 Y 41,V7-lN6 HSfE4N LEFT) 22. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE MSN - a rQ�'(/VP ( t 1 SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATION C 13 I 6q V COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE s pIEDMON ZLu -STREET Z BASE. _ I a• �TOIV COU R T I W X 27 J 4 rd I CITY OF RANCHO CUCAMONGA up 29 a ,Z� stR °J 4 / - STREET IMPROVEMENT PLANS .�. LYON `� 9 TITLE SHEET MANc��Sre �� ---- TRACT N0. 13022 c /"WILLIAM LYON'eoV R � � easE L INE�"kOAD rra�uzn� I R 0 N T WAY v I - SS40 ARCHISALO SUITE O 05 Z a 3 -_ -- 3) - APPROVED BY. ' FIE GIS I '�jO DATE. RANCHO CUCAMONGA. CALIFORNIA 01730 Q� st a } u W CITY ENGINEE� RgRC z Fn < IG u t 4 ? TRA 1.30 0 1 D BENCH MARK -ILM. 163 B DES N ��kO���V C. Ir/0 Fy /.vScorT FORDAM c,T. Q ELEV. 1297.297 �, y \�+ lVi4 MORSE CONSULTING GROUP 0I 241 ST OFPI.AWANA NMNG •ENGIIVRERING•LANDSCAPE ARCHITECTURE � BAI(LoR scREeT. AVENUE ANDS 4001 NORTH DRAWN No Pa SHEET u I OF CE BASELINE SET BRASS ° I OF�-- 4860 IRVINE BOULEVARD,SUITE#1201 ' 9-30-89 BENCH DISC. IN TOP OF CHECKED �, DRAINING NO. IRVINE, CALIFORMA 927141299 , , Ya► _E.Np 20590 • IRVINE (714) 730 7117 PALM DESERT NE END OF A 4x2 CONC. P R R 80X CULVERT. - DATE \'-� ' FILE NO I 0 6 3 R , NOTE' CONSTRUCTION NO-T-ES 11 THRU 28 41 APE NOT BEI NCD USE DON THESE PLAN S. OvMRALL'101 L QUANTMES 1W_tU0E-+"6HLAND AVENUE IMP __- • R/w CONSTRUCTION NOTES AND ESTIMATED QUANTITIES R 1 CONSTRUCT 4" A.C.OVER 4"A.B. PAVEMENT. ALL '76,04.1 SF TRACT NO. - 4' 127' 2 CONSTRUCT 3"A.C.OVER 4"A.B.PAVEMENT. 503,045 SF p U E• t G7' 60' 3 INSTALL STREET LIGHTS 22,Ooo-. 1 EA IN THE CITY OF RANCHO CUCAMONGA � ' - - - ' - ' ' 4 CONSTRUCT 41 WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 i 311. IM 8965F Q 'Mw ` `� 7T>,IZ 37 T�40 VArl 13 5 CONSTRUCT 8"CURB W/24"GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303. 181 Z4 LF R/w R� R W •`I w 1.j� �Cj ' / 4 / ' V�Kr ' / • 8 VAR. 'T*' VAR. I� 5.7� 5 1 6 CONSTRUCT 6' WIDE CONC.CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 308. *,IS 2 SF 7 CONSTRUCT HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA STD. 310. 62 EA P. 46' 4' GS' 4' I ; 13022 PU.E. 8 ADJUST WATER VALVE COVER TO GRADE. 100 EA (� �' E3' (� 3�O' k8411 9CONSTRUCTWCURB ONLY PER CITY OF RANCHO CUCAMONGA STD.301. 7,069 LF fl' IAR. VAR18l8' S 14' P2' P2' 7' LEVEL LINE0INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD.401 3 402. 37 EAr`A.mob- lGI 0.5' 4 2' 2' 0.5' _� VAR. I.0009'.Mt>J �Wr rOp�1INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 i 402. 15 EA I2ADJUST MANHOLE TO GRADE. 49 EA � r�K 43 . .t; d. Ak,4Lt� 917 LF 101 ./N,lEET NJ j t e S 14 CONSTRUCT LOCAL DEPRESSION PER STD.NO. 518. 26 EA 1 �►;FT 0.47' ' O•LO' 0.47' t OF 15 ADJUST CLEANOUT TO GRADE. 2 EA Y4�'R � Q 3� • • ' LEVEL L I N I- I T LEVEL LINE 1350Yo �°- TYPICAL SECTION 0 16 CONST.8"A.C.8ER M PER STD.313. �LF "� 7Q o 7Q o, ' q, 1. • ( NO SCALE 29 CONSTRUCT 6"CURB W/24'CUTTER PER CITY STD. 303 SEE DEVIL ON SHEET NO. T. 'LQ�lo4 LF -� 4 4 30 CONSTRUCT 6"ROLLED CURB PER DETAIL ON SHEET NO. 2. 11 ZZ LF 4 ,� '4 , • ��' �' 2 1 5 5 MrLLIKEN 'AVE. 31 CONSTRUCT 8"ROLLED CURB PER DETAIL ON SHEET NO. 2. 1,567 LF 29 Z t� 31►' FROM BASELINE ROAD TO 16+04 32 REMOVE EXISTING A.C.PAVEMENT. 70,170 SF _ _ 33 CONSTRUCT 4' SHOULDER. 2,930 SF `�` TYPICAL SECTION s5�s �' �' _ TYPICAL SECTION r.�. . 9 R �s 34 CONSTRUCT GUNITE DITCH PER DETAIL ON SHEET NO. 2. 13,6506E LEVEL LINE (NO SCALE (NO SCALE) FAIRMONT WAY. .-' (•°� �I PROFILE LEGEND 36 SAW CUT TO A NEAT EDGE. 1,272 LF 5T R EET DELAWARE 5TRE ET 4 a.''' AMARILLO FROM STA. 21 +87 TO STA. 31 +60 �p �,� 37 CONSTRUCT 8"TO 6"TRANSITION CURB&GUTTER. 707 LF • 38 CONSTRUCT 8"TO 6"TRANSITION CURB ONLY. 5x-F CHAPMA N PLACE , DRAKE 5T REET �ypT E; TRANSITION FROM 6Z' R/w To �5' R/W FROM STA . 18f ZS TO EI+87 �f'�`�IyST 13 I EMST i INDICATES GRADE FREAK- CONSTRUCT E LTON COURT HUP5ON CURT TRAN5ITION FROM 65' R/W TG 6Z' R/IK FROM STA 31+60 To 36+81 SECTION DETAIL . T-.....• % INDICATES TANGENT C7RADE 39 CONSTRUCT 8"CURB ONLY. 110 LF >t FROM STA.20+49.69 TOZ3i63.1jJ (�3' X03' CONSTRUCT 8"TO 4"TRANSITION CURB&GUTTER. so LF CA 15R I N I COURT , F 15 K COURT T .I. =G R: Co8 .19, .4 41 CONSTRUCT 4"TO 0"TRANSITION CURB&GUTTER. 5o LF YORK PLACE FUR MAN COURT ® FuTuRE � 42 COIIUCT0"CURB&GUTTER. 36 LF STRItET , � ULA PLACE 33 Ex15T NIATUKAL T � P IC D M O NT I 3�' a+PPL.1Es �OM.-.L4iTA. + 43 CONSTRUCT 8"TO 0"TRANSITION CURB&GUTTER. 100 LF ��•/�� pp URT A N NON STREET 0MLI('28+00 TO 28+90.03 DREW COURT NOVA � � `� s' S' 4 14' 26` �3' OhLLY. 6ROUN0 .� 44 CONSTRUCT END OF STREET TEMPORARY PAVEMENT PER STD. NO. 40S. 2,560 SF �x COURT LA M A R COURT 3 45 INSTALL STREET LIGHT 5800-. 50 EA WAIVER TRENTON COURT _ EA Nq STREET Y4 J _ ' MEET EXISTIN6 &ROUND 46 INSTALL W57 SIGN PER CALTRANS A CITY STD. 2 CORT L A � ®-�"° r ^• � '' i I I 48 REMOVE EXIST.A.C.DRAINAGE STRUCTURE. 2 EA �- 34 4 '7. INTERIM 49 INSTALL STREET LIGHT 9500-. 33 EA 4ir�rEN.,wcE E•4sErfE,yT' INSTALL STOP AND STOP BAR. 13 EA / 46e' , I I - _¢ . ¢ rto �Lss�r TYPICAL SECTION I 51 INSTALL 4"SOI-D YELLOW STRIPE PER STD. 407. 3,210 LF P.V. 60' 6� ��` (NO SCALE) 52 INSTALL STREET LIGHT 27 SWL OM 26-4-80-4S 644MA•L_ POLE 5 EA i 'l3 E. v1t ' UM.ARM /►►•t ' 53 INSTALL 4"SOLID DOUBLE YELLOW STRIPE PER STD. 407. "10 LF 5' (D' Ia' rj' 1 (3' 47' 47' I3' HIGH LAND AVE. AIw54 INSTALL 4"SOILD WHITE EDGE LINE. 1,625 LF 7W Ifo' Ise I' S' L' d' to` I0 10' 7' 7' Io' _ 10 1o` e' 2' s' I' I FROM STA A . 18+5o TO Z8+90 SS INSTALL 8"SOLID WHITE STRIPE PER STD. 407. -1OALF T� on -we7f 20 r INTERIM R: 56 INSTALL 4"SOLID WHITE STRIPE PER STD. 407. 50 LF I Q�f' M asp Q$5� .1-32' 3't (.IZf O.gQ 0,77 f t0.b7t Q.(�'Zt ,�.7'r f 0.9Q` I.12 1 I.32 O.�j' -� 2' � �` IJIICH I70 ' tf- 57 (08 INSTALL 4"DASHED YE-LOW STRIPE PER STD. 407. 485 LF y EVE LINE ( ' 58 INSTALL W75ILT)SIGN PER. 9 EA , «• 0.47` 0 20' 047' =+T L 60% f,O�p f� ' �'' I 70 VAR. 59 INSTALL ARROW. RCAITRANS TR.APF%C iNANUAI. FIG. li-23 IZEA LE1/EL LINE �r a � t>�c ` 5 _ .�- ' 2:1 E • e � p VAR. G' VAR. 35 I 35' VAR. 4� 4' IONTO 15' VAR. 60 INSTALL W47 SIGN PER CALTRANS&CITY STD. 1 EA 1'e 1. 7� 4 - 1.70 �� S 9 5'4e 34' w MIN.) ' 4 ¢ tol to 5 4 6 To35 ZO TO 41' VARtE� f 61 INSTALL W11(RT)SIGN PER CALTRANS&CITY STD. 1 EA 62 INSTALL 4"DASHED WHITE STRIPE PER STD. 407. 1,195 _F 2 p'•. NOTE l`/W M6AN�EIZS FROM ATA. 344-091 TO STA. 36«141 (SEE 5HE6t5 6 t3�7) 2' Z' .2 t' ,�,�1 63 INSTALL RAILROAD CROSSING STRIPES 250'FROM RAILROAD. 210 LF 5 5 • ' a�y v� 0.�3 N. FLAT 64 INSTALL 8"SOLID WHITE TRANSITION STRIPE al0 LF TYPICAL SECTIONe RAIL FENCE TYPICAL SECTION (Ni. 4" ' F? 65 INSTALL W3(LT)SIGN PER CALTRANS AND CITY STD. 1 EA �N C� 5 C A L E) ® 2.55' I 't•• o e- . 66 INSTALL 4"DASHED WHITE TRANSITION STRIPE. 182 LF (No SCALE) „ Li MEANDERING REAL COURT M I LL I KE N N. ® Xy 0.50' a ' I `'J aNRou Ev EquE�TR�AN TRA1c� 67 INSTALL 4"SOLID AND DASHED WHITE TRANSITION STRIPE. 533 LF AVE .• CURC3 /2 Z'l.s S R--468 �,2 ax :r 20 31 GUTTER (SEE DETAIL ON PLAN) 68 INSTALL R1 SIGN PER CALTRANS i CITY STD. 3 EA FROI�/la STA . 16+04 TO STA • Z8 f-37 ' ,S• 6~ KOLLED CURB W/1'-Z' 69 INSTALL BARRICADE PER STD.ITI 404. -"LF FROM STA. 32+Z5 TO STA. 40+45 4 � � �BUTTER (6EE DETAIL ON PLAN) 70 CONSTRUCT PAVEMENT TRANSITION PER STD. 406. 75 SF I � 1 R% GS VARIES 4! TO 7.41 AT SfA.• 31 8' KOLLEP WKS W/Z' TYPICAL SECTION (NO SCALE) 1. INSTALL W3(RT)SIGN PER CALTRANS b CITY STD. 1 EA ® Q$+OO TO 28•+90.03 OM GUTTER(6EE DETAIL ON PL!►N) 2 CONSTRUCT UNDER SIDEWALK DRAIN PER STD. 507(MODIFIED).SEEOETAIL. SI-IT.Ko 3 EA VICTORIA PARK LANE I s, o• FROM MILLI KEN AVE . TO FAIRMOW7 WAS( 3 INSTALL YIELD SIGN PER STD. 401 i 402. 5 EA lt.EV �' �' :� � r ' 4 INSTALL SOLID RED STRIPE ON CURB. 670 LF '7OIOFrVM1" T.C. tilt/ �' M' t i 7 VARIES 2- 5.7',&T STA.. Tl. G !4.tab cutre LIMB 28+00 ,ro 284,4wo3 ONLY 75 INSTALL R26 SIGN ON POLE PER CALTRANS i CITY STD. 22 EA t� �� �'u* - LIP 6. INSTALL STOP AHEAD ON THE PAVEMENT. 2 EA 4' � s r 'A-`t ,R RIt AE9G�iC�d � ' NOTE . ALL UTILITIES T / .h-R ♦!� 0 BE LOCATED 77 INSTALL TYPE L MARKERS 20' O.C.PER STD. 403. Ya EA � .�•• v _ • • R BEHIND SIDEWALK. 8. PROVIDE 4"BLOCK OUT FOR PVC PIPE.(SEE 01I 15HEET 1.) 10 EA 4 7H/CK�E7s6�CEe5�IlFD.�i9SE :ts i. i., p. OHO !� O O Og60fO :; 9. CONST-e" ROLLED CURB ONLY PER DETAIL SHEET S. � 100 LF 4p' Q" •� MORSE CONSULTING GROUP CONST.S" ROLLED CURB T06"CURB ONLY TRANSITION. LF 71t ftl� �. lAL7�PANS (57 /`IAN N8-?�!d�F/EO 0' AP i�~ , - ,�� i�� ' ' �P�LANIV NG 0 ENGINEERING 0 LANDSCAPEAR� r a .. Ct�l'TECTL/RE 1. INSTALL SLEEVE FOR FUTURE IRRIGATION. _DETAIL 13 d~C.1 A 48" GUTTER �• AtTA/L GUN/TE D/TCN 6^ 49M IRVINE BOULEVARD,SUITE#20 2. CONSTRUCT DRIVEWAY APPROACH PER STD.-306 1 EA (NO SCALE) DETAIL ® 6" C.1. 4 G4~ 6UTTER IRVINE,CAUFiORNIA 92714-1299 /.✓o SCALE) IRVINE (714) 730.7117 PALM DESERT 3. INSTALL 8"D.I.P.CLASS 52 CASING FOR FUTURE 4"GAS-INE. eo LF (NO SCALE) Rr1N h//Gf�L4N0 AVE 120 R� Q A1,4214LAVI SEGTIOa REV(5ED. 11 2-1-817 4. REMOVE EXISTING CULVERT AND BACKFILL. 1 EA MILLI EN .Z 9648 A T 4 REVISE VICTO F;4A PARK I-At,(E DErA.V_ 3 -12-91 S. CONST.CURVILINEAR SIDEWALK PER.STD. 304. DESCRIPTION OF REVISION DATE �-� -07 PROTECT POWER POLE IN PLACE. rj EA mol 601 0 7. 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F L- ''C' F pm F. _ F.�• g"C,F. " Fl.- C.F. .� ..j,. __ ___. _�......___ _..__ ,.� .' I rJ�ViC�EID 5TR/f'YtiG fCYZ A1�77AV 01�:wIGo�AILJllTil:YV Or {y ` a tv / 4 O ;" tv B4.cf LJW A;aw* �R fI/l.L �1/IIIX/QrIIAGVAi&V _ 4 . �,�-- / �" .�� � ,� ., �I 1 �'�� /'� REl//5E0 .ST /P/N6 � 4-WAY hVTER_9;eCrA" i ,r N all \. 0� LJY MAZME ANO A5,'�OGYATES //SK A< %V&A,:r 4f,01AoV 00 P�j �> o� _ v N U ara f I _ _ I 1 t:� ;� •I�� � � .PEv/SED ST.P/�/NG 6-0¢-67 , 1 f ,-N i � � L ,, ,�`� AVENUtf �+ _+.. DESCRIPTION OF REVISION DATE CITY x 00 52 / APPROVED S'rR�tNG TRANStTIC�V Cl2 T CITY OF RANCHO CUCAMONGA r t r REVISED 5CALE: I"=4b' 6 _ j_' _ _ - STRIPING PLANS r ( MILLIKEN AVENUE I I BASE LINE ROAD TO STA.16+04.87 bNcaF, LINE ROAD TRA-,r-T N0. 13022 ,47MIM,F AM ,,� /per 91_0_�INSTALL INSTALL STOP STOP BAR APPROVED BY: DATE: - 7)"cr Nle. /3022 AASE C/NE .PA 4'SOLID DOUBLE YELLOW STRIPE Q�p ��/r CITY ENGINEER RCE. N0. Z 3 I N STALL 8• SOLfD W H ITE STRIPE PER SM 4077. 4ING. AND. /OM, .SkiET / a �, �— �`�� ��1L?Ot;�f> �^ DESIGN v It' � ` �&IINSTALI_ 4rSOLID WHITE STRIPE PER STD•40�. ��`'�5 �r� � �fik,�,. Eo INSTALL WHTrE ARROW OR LEGEND AS SHOWN. w —a ILIO. 4 INSTALL 4" DASHED WHITE STRIPE PER STD. 01. Exp. DRAWN �oWc : �� SHEET NSTALL NON-REFLFC'INE CERAMIC WHITE] � T o�'�N cErrT� ALS CurzvE. * 27 J' �'Iyl�- ? - OF 9 INSTALL le SOLID V1MM �. . l� of CAl1E�4`� CHECKED . t DRAWING N0. Wo INSTALL R18 SIGN PER CALTRANS 4 CITY STD. DATE L L" ��- No /O�/•J n /30 2 Z a 1 1 � . .: _:.. _... .. -.._ . . .... +. .... .:. .:. � _.. ... .. ... ._:: .-..._.-.. w,w_r,..,, - - - - �. ` T. ". .- .. 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PROFILE SCALES N � 4 PLAN SCALE 1 1 1"140' J ( t I - \ 3 l \ �— 8 0 t� f J, n .P CiCAt.E i 4� 0 �. ( _ !� i0 .. .' \ I C N X31 .r QO J 40/ SEE O�PAD/NG PLAN 0i V s, '' � s-. 1 EX4�T• FOR TRACT !3060 ti 1 t KNILKOA� I Q �` g 00� TRANSITION STRi ` d' o... U ``� c �\ �} / _ o u • _._ . ri _ _. _ _, _ __� ____ _ , I N __ _ _ _. _- _---____.- .. _..._"-_....__.. ___.. __.__-_._._._ _- __ -. ___ _ __ _ i. max. 1345,(P3 _- 1 I- _ _. 1 , s A _M.. _.. tz i F w _ o 4 L1 0 r. f. - �" c , <� h° ,,U `�,'� a„ ,� �. �Q 1374 G 2 I �4 z {� .g -� - — — — — — -- — -- — `� `EPf`C1 q 1%Eat,(� I'�!(o+ o -` t3�^ -��� .m... j_,j Z _._ __._. �t7C. . O F.�. 6"C.f G3 _._- '9 4 /3 �i� I'S'I''" 43 .. ....____.._..__ _ I 2 _ _ _- _____...____.__._ ..____ __ �ct d 1 / r`- 2 5 f f___.._ _ _m.-_ _ _.__._ .._ __.___ .__ �, _ �.. _ __. _ ___.___. . + .____ .. _ ___ _______.I W = F I __ ___._.____._ _ __ _._ I � 134(v.44 - _ _ __ , , I ;, _ I 13101. i3�nd Ip 59 l37a.�i9 ,�o°'�. 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N s `1 ��_ , , Q \ DESCRIPTION OF REVISION DATE CITY �1 j f) IopI� r ! i A G_ 4'�`21./ 4q�i3.O0` 62 .41 ` 31.23' I 1 , ,, , � 0°43`21" 4993.40' 62 .9V 31. 4'9` ' =' 14 a ._.._..- .-----..._....._.._.. ._ _-_. „ _ \ � I CITY OF RANCHO CUCAMONGA / o ¢� 2100000 �3.0� -�1.5� 1 a 0°4�`211` 5007.00` 6°�- 14' 31.57' � \ I I E 0°4.3'211! 5047.00` (a3.G4� 31.83 `47 � � STRIPING PLANS D MILLIKEN AVENUE t ISO°00'00'' TOO/ 7�00� 21.99 a ... __._._,__._„_....,.._._._,_-_. I h STA L.L 4' 'SOL t0 5TRTPE PER STD.40l coNSTRucT aN NATES �� INSTALL W�5 LT. SIGN PER CAL.TRANS.� CITY S c STA. 16 +04.87 TO STA. 26100.00 - N T V 4"A.8 59 I N STALL ARROW, (I--- CO 5 . 4 AC. Q ER �� INSTALL W41 SIGN PER CAL-TRANS. * CITY STD. 4�--CON5T. SIDEWALK PER 5TO. 310 A 31 I T RAC T NO. 13 22 �____� 61 I N STALL W 11�RT) SIGN PER CAL.TRANS. t CITY STD. -CONST- 8" C.UR15 WITH 24" GUTTER PI✓R 5Tp. 303 INSTALL #'' DASHED WHITE STRIPE PER STD.40"I APPROVED 8Y: DATE: q -CONST 6`� CURB ONLY PFR STP. 301 INSTALL RAILROAD CROSSING STRIPES 250 FROM RAILROAp F/ CITY ENGINEER RC.E Np.l3 j 40 CONST 8" TO 4" TRANS• CURB GUTTER �-•--- IN STALL 8" SOLID WHITE TRANSITION STRIPE _. sq 41 CONST. 4' TO p" TRANS• CURS 4 GUTTER oEsicN Nl,; ' OAA 14e._ 60- R o 42 CONST. 0" CURB GUTTER � I TAl STREE LIGNT X500 L W �� �� .4 wfUiVscoTT NS L DRAWN °C • a N X596 c . �O SHEET I : ?8 32 CHECKED 4f� ' -•••• %\0 DRAWING NO. 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PROFILE SCALES HOKIZ . : 101=40.1 VEIIII VI FLM SCALE FAA RMOh41 WAY 1 40' S E E_ [~!EFT N J I(v 0c :14' 4 ui 41 olui I I - - — r1li G I- 0 C) j 06 0 (L 1 0 SCbLE: 1" 4-0,1 0+ C7 0 0 U (0 6 P SF4F GRAD/NG PLANu`,CID SET GRADING PLAN +00 FOR TRACT Q LL FOR TRA C T 130-F2 ch C-4 1':; ............ 4 ......................... 7 to_IX .................. �4 T­ (Nj 7 0­­ .............. ....... t4c>4 f L 7FA A &,,c.F Q\j C0 co ts Q,� C 60 F D LL ZQ W ........ .... a 4- G .......... tu tu is CROK/ 1p I "I N ui r, LINE 4 3: L (p L.-C146"i56 6"CF rc> et, T lu 55 F,L,_vc,F 5Q NJ '41 �J- I UN - - hr,r" - '�A I�­L / ? -A A'L� I-1 -r"r., ­­, " OD L IT Lu 7 ct) f r / 2! 0 1 < 4 0 7 ......... 4 I ,, & ___ Oil Z \j I + CID 0 CIO k..31 + + ?e-A'1SZV STW�01&6 tn cc 0 CIT DESCRIPTION OF REVISION DATE 119 APPROVED 'o, �, A"I O IL _j Kt, p�•/G� tf-04f-8 7 o LL AVE NUE CID ; v ' CuKVE DATA 0t ­>) + CITY OF RANCHO CUCAMONGA K L T I I A 90000,001, 35.00' 94-96I '39.00I B, T e� zoo 1<1_19f5" bo.901 '2-6,931 14.4-V7 4 F Ll I CON5TRUCTION NOTES STRIPING PLANS C 27,00/1 10.(OSl I r.:39' 0.5 r-o-r2 I I C;�,0 0 CON5T, 4" A .C . 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