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HomeMy WebLinkAbout2085 GRADING GENERAL NOTES ® � VIdINI►TY MAP 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, THE CITY OF RANCHO CUCAMONGA STANDARDS, THE I STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIO - 3 amino �� ■r_ y' y� - t.;;. , t `we* r Mx � g d .. rfE Nt. e EDITION, INCLUDING IT ANNUAL SUPPLEMENTS AND AMENDMENTS a M4$�1$ ji � ��' r" .,� r S� ^i r�': ��$ t 4 CONTRACTOR SHA!! BE AMIlIAR WITH AND SHA!! E RESPONSIBLE FOR s �* KKK ${d ADHERENCE TO THESE STANDAR03, CODES AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER , . POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 4: �r SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT , .• w a j yrex f ,,x st1 rj/$ k* TV , e 4 .r., s r sue = _ AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,' REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY �` . � � � DAMAGE TO EXISTING FACILITIES RESULTING DIRECLY OR INDIRECTLY FROM HIS ,r .I =ase �c� OPERATIONS. WETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. � � ��- ,�;: � � <� � �' '� � � g �.��` � - • 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA -v :. PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR � CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. S. GRADE STAKES SHALL BE SET BY THE ENGINEER UNDER CONTRACT TO THE OC 8Sfo CITY OF RANCHO CUCAMONGA. V8 8 �. • fo �, w„fit y { 6. ALL UTILITY LATERALS, MAINS, OR CROSSINGS SHALL 8E CONSTRUCTED PRIOR "148 Y TO PLACEMENT OF SURFACING OR PAVING. ' ` 4 x . 7. COMPACTION TESTSOF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, r F*®r�� �u COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE AiAF0Ai�iW j�/1pV10� li( -00 THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT + y v WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER � FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND OR SURFACING. �M1 � :� 7 �1 :.. :t. •i r -u ,Y. & .a *� .i .��f- �j3�, •,'.r +zY•'YF4fixig M. 8• PLAN LEGEND CION TRUMION NOTFI (project 0heeto 1 thru 9 on l ) PROJECT SHEET INDEX: � r L x PROJECT SHEET 9. T.C. TOP OF CURB » i CONSTRUCT 4 P.C.C. (520-C-2500) OVER COMPACTED NATIVE 12 OF 95% MIN. RELATIVE Q ( SHT. I DESCRIPTION C.F. CURB FACE COMPACTION). 1 PROJECT TITLE SHEET ti A.C. ASPHALT CONCRETE „ AA #3 2 CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. [��ti �li t._nt,-.nrnrc�.n. r�-.ice.. ��- F.L FLOWLINE 2 DETAILS AND TYPICAL SECTIONS �� `�,,. . `� .�..� t• �'.. . �• ' �� �: -. �' �'" . AA �3 3 CONSTRUCT 4 DECOMPOSED GRANITE OVER 12" COMPACTED NATIVE 9591 MIN. RELATIVE � � �� ..-�{ ��. � : ':� 11. WHEN IMPROVEMENT ARE LIP LIP OF GUTTER �� ( KK � �: S E TO 6E PLACED ON NATIVE SOIL WHICH CONSISTS COMPACTION). 3 PLAN & PROFILE - Milliken Ave to Sta. 18+00 ,� } OFA ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED 8Y REMOVING T.G. TOP OF GRATE ALL ROCKS WHICH PROTRUDE ABOVE THE SUB GRADE AND ALL VOIDS OR 4 CONSTRUCT 4 P.C.C. I 4 - F S DEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 do 114. PLAN & PROFILE Sta. 18+00 to Sta. 27+50 INV. INVERT OF PIPE 0- R .: '. �� DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER REFER TO PLAN FOR WIDTH (W). a _ s� ,, ;. fi h, ;„,*. �l THAN THE NATIVE MATERIAL. T.W. TOP OF WALL 5 PLAN & PROFILE - Sta. 27+50 to Sta. 37+00 12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE T.F. TOP OF FOOTING �- CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. REFER 6 PLAN & PROFILE - Sta. 37+00 to Sta. 46+50 CONVENIENCE OF THE CITY, THE CONTRACTOR SHALL MAKE HIS OWN TO DETAIL HEREON. v DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. H.P. HIGH POINT 7 PLAN & PROFILE - Sta. 46+50 to Rochester Avenue ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY 66 RELOCATE EXISTING IRRIGATION CONTROL VALVES. LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED F.S. FINISH SURFACE 8 DIMENSION & STRIPING PLAN - Haven Ave to Milliken Ave IN THE OTHER ITEMS OF WORK. F.G. FINISH GRADE 7�-- REMOVE EXISTING CATCH BASIN AND BOLLARDS. 13. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM 9 DIMENSION & STRIPING PLAN - St nin & Striping Details RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED GR. BRK. GRADE BREAK a8 --- NOT USED 9 9 P 9 DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL F.F. FINISH FLOOR a REMOVE EXISTING A.C. PAVEMENT. 10 ELECTRICAL LEGEND, NOTES & DETAILS BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. N 14. WORK SITE AND EXTERIOR STREETS SHALL BE INA NEAT, CLEAN, HAZARD CIL CENTERLINE 10 REMOVE EXISTING P.C.C. INLET STRUCTURE. � 11 LIGHTING PLAN - SEGMENT A SPECIAL NOTE REGARDING ADDITIVE ALTERNATES FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED R/W RIGHT-OF-WAY 12 LIGHTING PLAN - SEGMENT 8 ' UPON REQUEST OF THE INSPECTOR. 11 REMOVE PORTION OF EXISTING P.C.C. SIDEWALK. 15. EXISTING OR NEWLY DAMAGED AND/OR DISPLACED CONCRETE CURB, GUTTER PT. POINT 1. ALL ITEMS NOT SPECIFICALLY DESIGNATED AS ADDITIVE ALTERNATES ARE TO BE SIDEWALK OR DRIVEWAY SLAB THAT IS WITHIN THE RIGHT-OF-WAY SHALL BE EXISTING TREE TO BE REMOVED 12 CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. 12 13 LIGHTING PLAN - SEGMENT C g "BASE BID", INCLUDING GRADING (CLEAR & GRUB, SUBEXCAVATION, REMOVALS, REPAIRED OR REPLACED, AS NOTED BY CITY INSPECTORS, BEFORE FINAL SUBJECT TO TREE REMOVAL PERMIT PLAN 1006-C AND MODIFIED AS FOLLOWS: DELETE 8"x8" POSTS AT STEP THROUGH, INSTALL 15 14 ELECTRICAL DETAILS EXCAVATION AND RECOMGRADI N, IMPORT AND/OR EXPORT, UNSUITABLE MATERIA!, ACCEPTANCE OF THE WORK. $ r ! /1Aavx Q » 16. COMPACTION SHALL COMPLY WITH 2-1/2 DIA. GALVANIZED STEEL PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL, w , PROPOSED GRADED SLOPE SHEET 2. I5 ELECTRICAL SPECIFICATIONS REMOVAL, ROUGH GRADE TO f0.1 , ETC.) FOR ALL IMPROVEMENTS ON THE 17. OBSTRUCTIONS TO PROPOSED IMPROVEMENTS IN THE RIGHT-OF-WAY SHALL PROJECT PLANS WHETHER DESIGNATED ADDITIVE ALTERNATE OR NOT. BE REMOVED OR RELOCATED BEFORE BEGINNING CONSTRUCTION OF THE 13 REMOVE EXISTING P.C.C. "Y"-DITCH. t) 16 TRAFFIC SIGNAL & FLASHING BEACON PLAN - INFO & DETAILS PROPOSED IMPROVEMENTS. PROPOSED ASPHALT CONCRETE PAVING N 18. IF APPLICABLE, SUBMIT SNORING PLANS AND CALCULATIONS. 14 CONSTRUCT 3' WIDE x 1' DEEP P.C.C. "V"-DITCH PER DETAIL, SHEET 2. '�- Z 17 TRAFFIC SIGNAL PLAN - ROCHESTER AVENUE 2. REFERENCE TO ADDITIVE ALTERNATE NUMBERS (IDENTIFIED AS JX) DENOTED 19. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS, g ON PROJECT SHEETS 1 & 19 OF 31 OF THIS PROJECT SHALL- TO ALL INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE. TREES FIRE HYDRANT 15 REMOVE PORTION OF EXISTING R.C.P. STORM DRAIN. 0- 18 FLASHING BEACON PLAN - KENYON WAY DENOTED ITEMS ON ALL PROJECT SHEETS. AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER/CITY INSPECTOR. 16 REMOVE EXISTING SIGN. 19 LANDSCAPE TITLE SHEET w 20. AFTER REMOVAL OF DEBRIS, EXISTING FILL OR DISTURBED NATURAL SOILS ^�� SHEET FLOW DRAINAGE SHALL BE EXCAVATED TO THE SATISFACTION OF THE GEOTECHNICAL 17 REMOVE PORTIONS OF EXISTING WROUGHT IRON FENCE. 20 CONSTRUCTION PLAN ENGINEER/CITY INSPECTOR. �...�� EARTH SWALE AND DIRECTION 4F FLOW 21. THE GEOTECHNICAL ENGINEER/CITY INSPECTOR SHALL THEN INSPECT THE 18 CONSTRUCT LIMITED ACCESS CURS PER CITY OF RANCHO CUCAMONGA STD. PLAN 105-C. 21 CONSTRUCTION PIAN . EXPOSED SOILS, AND ANY ADDITIONAL OVEREXCAVATION SHALL THEN BE MADE 3.80K GRADE WITH DIRECTION OF FLOW 19 REMOVE PORTIONS OF EXISTING P.C.C. CURB AND GUTTER. 22. CONSTRUCTION DETAILS IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATION AND AS CONTAINED IN THE SOILS REPORT. 20 REMOVE INTERFERING PORTIONS OF EXISTING P.C.C. SIDEWALK, CURB, MOW CURB, ROCK-AND- ti 23 IRRIGATION PLAN 22. THE EXPOSED SOILS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 12 _ _-(87}---'` EXISTING GRADE CONTOUR LINE MORTAR HARDSCAPE, SOFTSCAPE, ETC. ALL HARDSCAPE AND/OR SOFTSCAPE TO REMAIN WHICH INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT IS DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED TO THE 24 IRRIGATION PLAN LEAST 9591 OF THE MAXIMUM DENSITY, SATISFACTION OF THE CITY INSPECTOR. �'��'��"" �'� ""- �""�"" """"12 r"' --133a PROPOSED GRADE CONTOUR LINE 25 IRRIGATION MASTER PLAN 21 CONSTRUCT VARIABLE HEIGHT (0" MIN., 24" MAX.) P.C.C. CURB. 26 IRRIGATION DETAILS 23. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING -X-X-X- EXISTING CHAIN-LINK FENCE 22 REMOVE EXISTING SIGN. 27 PLANTING PLAN CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF PROPOSED CONCRETE BLOCK GARDEN WALL 23 INSTALL COMMUNITY TRAIL A.V.C. 2-RAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. THE GEOTECHNICAL ENGINEER CITY INSPECTOR BEFORE PROCEEDING FURTHER. PLAN 1010-A. 28. PLANTING PLAN 24. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO CAUSE -'�-g-�' PROPOSED CONCRETE BLOCK RETAINING WALL ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT 29 PLANTING DETAILS PROPOSED DECORATIVE FENCE/WALL PER 24 INSTALL TYPE N-1 OBJECT MARKER ON GALVANIZED STEEL U-CHANNEL POST WITH 5' MINIMUM PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON ""' "-"' LANDSCAPE ARCHITECT'S PLANS CLEARANCE T4 BOTTOM OF MARKER. ASSEMBLY SHALL BE INSTALLED BEHIND AND AT THE CENTER 30 IRRIGATION SPECIFICATIONS PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. 25. THE GEOTECHNICAL ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND OF TRAIL FENCE. REFER TO CITY OF RANCHO CUCAMONGA STD. PLAN 130. REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS R.D. ROOF DRAIN 31 CONSTRUCTION AND PLANTING SPECIFICATIONS AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT 5 TRAFFIC SIGN ow LIMITED TO SEWERS, WATER LINES, ELECTRICAL, GAS AND LANDSCAPE '"` IRRIGATION LINES. 30 PAINT 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. REFER TO INTERSECTION DETAIL, SHEET 9. 25. NO ADJUSTMENT OF ELEVATION SHA!! BE MADE WITHOUT PRIOR WRITTEN ® REMOVE EXISTING APPROVAL OF THE CIVIL ENGINEER OF RECORD. 31 PAINT 4" SKIP YELLOW LANE LINE PER DETAIL, SHEET 9. 27. ALL PORTLAND CONCRETE CEMENT (PCC) WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.591 WILL BE WATER TESTED PRIOR TO FINAL EXISTING RETAINING WALL 32 INSTALL TRAFFIC SIGN AS INDICATED ON PLAN. REFER TO DETAILS, SHEET 9. HAI of $EARINtI: FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT TIME OF INSPECTION SHALL BE CAUSE FOR REMOVAL AND REPLACEMENTS. AA #4 33 INSTALL STREET IDENTIFICATION SIGN PER SPECIFICATIONS. BEARINGS SHOWN HEREON ARE BASED ON THE 28. THE CONTRACTOR SHALL PREPARE FOR REVIEW AND APPROVAL BY THE CITY - PROPOSED P.V.C. STORM DRAIN 34 PAINT 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A208, DETAIL 278. CENTERLINE OF MILLIKEN AVE BEING N. 0'19'49" OF RANCHO CUCAMONGA A STORM WATER POLLUTION PREVENTION PLAN W. PER TRACT No. 13022 AS SHOWN ON A MAP ($WPPP) IN ACCORDANCE WITH SECTION 7-8.8 OF THE PROJECT RECORDED IN MAP BOOK 191 PAGES 3 THROUGH SPECIFICATIONS AND COMPLY WITH ALL PROVISIONS THROUGHOUT THE PROPOSED AREA DRAIN 11 OF MAPS IN THE OFFICE OF THE COUNTY DURATION OF THE PROJECT. 50 CONSTRUCT 18" DIA. R.C.P. STORM DRAIN. D-LOAD PER PLAN. RECORDER OF THE COUNTY OF SAN BERNARDINO. 51 CONSTRUCT P.C.C. INLET STRUCTURE PER DETAIL, SHEET 2. 52 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329. PROJEdT BENG�HMARK: S3 CONSTRUCT MANHOLE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 318. CITY OF RANCHO CUCAMONGA BENCHMARK No. 10056: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10056 1987" AT THE NORTHWEST CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END OF DRAINAGE CHANNEL WALL. No"� 7NI5 S�> oo vtIAl,NINGs ELEVATION: 1817.926 NOTICE TO CONTRACTOR UTILITY CONTACT IWA.5 COM,91N,90 W/r// 7"9AFf7C .5/G1VAG .?YV1610N s THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. DRAWIN& No ?pgg 4 Z/2 jV ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO JAIZO C iVAr CONf 7-1?UC r10" N' PUG 1. AM( A00,00 -td ,9/�(� IVAltF/ 616//rS 'W4 "g" EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW WATER/SEWER: CUCAMONGA VALLEY WATER DISTRICT LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE (909) 987-2591 WOu6'C7, J?gVISION CAN 10440 ASHFORD STREET 3 VAR/o u 5 RbV1S/D/1/5 ��. q d6 PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. P.O. BOX 638 Q0 FdGl/VIb l/�//Tj�/ ,OJQ/� IBJ/NG THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM RANCHO CUCAMONGA, CALIFORNIA 91730 NO. 2i2# �jC; jeyvteo ''- AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR GAS : SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7965 Q oN DESCRIPTION OF REVISION DATE" e><TY PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING �pf ESSJ APPROVED UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, 16231 VALLEY BLVD. E G WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, INCLUDING FONTANA, CALIFORNIA 92335 SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 c; 9 z CITY SIF RANCHO CUCAMONGA ON THE w °^ ECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE a m START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, 7951 REDWOOD AVENUE R.C.E. 29224 j'j'1 j;• SHL. r1 REVISIONS OR MODIFICATIONS. FONTAN& CALIFORNIA 92336 TELEPHONE : VERIZON s � � � i � ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS f l T SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND 16071 MOJAVE DRIVE, BUILDING A (760) 245-0330 UNDERGROUND SERVICE ALERT: TF OF CAL+T Pacific Llectrlc I111c�n E"in 71re Ira l THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE VICTORVILLE, CALIFORNIA 92392 Jf'h��,e r>t 'OCCUPATIONAL SAFETY AND HEALTH REGULATION' OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE CABLE : CHARTER CABLEVISION (909) 343-5165 0 l B OF CALIFORNIA DEPARTMENT of INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS'. 6680 VIEW PARK COURT CALL TOLL FREE MILLIKEN AVENUE to ROCHESTER AVENUE THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS RIVERSIDE, CALIFORNIA 92503 fan C�c1ei�tA COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS' OF THE U.S. DEPARTMENT OF 1-800-227-2600 QQ�� APPROVED BY: DATB � ry d FIBER OPTICS: SPRINT - TRANSMISSION DEPARTMENT (909) 873-8022 Ot ,�550CIA�23 -6 LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY 282 S. SYCAMORE AVENUE CITY ENGINEE R,C,$, No. 24953 ORDERS'. RIALTO, CALIFORNIA 92376 TWO WORKING DAYS BEFORE YOU DIG •� � ' lANDSURyl:Yo DESIGN RECO M)a D CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE "CAUTION': Remember that the USA Center 10271-9 TPADEMARK STF>EET CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS notifies only those utilities belonging to RA40HO CUCAMOWA CA 91M DGA iJA11 �I✓leepCi the center. There could be other utilities PH (W9)081-43M FAX(909)911.1628 ANO PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 8E LIMITED TO NORMAL resent at the work site. The center will DRAWN & Assoclates S ET (� WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE n form you of who(m) they will notify. DGA 1 OF �+ ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL. OR ALLEGED, IN CONNECTION WITH THE � 1 B r O� 10271-f3 TRADEMARK STREET PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF CHECKED DRAWING Mg. le OUERRA 10ATH RANCHO CUCAMONGA CALIFORNIA 91730 g. THE OWNER OR ENGINEER. R.C. 29224 DSP. i-07 PH(909 987-4304 FAX(909)941-1528 2085 PROJECT Sheet No. 1 of 31 10' 4.76typ.- POUR MOW CURB CONOPRU MION N OMEO AROUND POST MOW CURB - p�-- Oyp-) �r 1 33 a— CONSTRUCT 4" P.C.C. (520-C-2500) OVER COMPACTED NATIVE (12" OF 95M MIN. RELATIVE \ COMPACTION). ) Un2-1/2' GALYANIZED ^ ;n CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. Ni STEEL POST (typ.) C-4 o CONSTRUCT 4" DECOMPOSED GRANITE OVER COMPACTED NATIVE (12" OF 95% MIN. RELATIVE COMPACTION). GALVANIZED STEEL PIPE GATE 12 CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. ol. TE SHALL OPEN AWAY FROM 24 PLAN 1006-C AND MODIFIED AS FOLLOWS: DELETE 8"x8" POSTS AT STEP THROUGH, INSTALL (GA Q �Qps (GAEEt) 2-1/2" DIA. GALVANIZED STEEL PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL, V U SHEET 2. tiN\ d `+— 23NIZED STEEL I PE GATE 1 - 18 CONSTRUCT LIMITED ACCESS CURB PER CITY OF RANCHO CUCAMONGA STD. PLAN 105-C. ^moo (GATE SHALLOPEN AWAY FROM r STREET) 19 REMOVE PORTIONS OF EXISTING P.C.C. CURB AND GUTTER. b0 ' > • 20 REMOVE INTERFERING PORTIONS OF EXISTING P.C.C. SIDEWALK, CURB, MOW CURB, ROCK-AND- 8" M W CURB MORTAR HARDSCAPE, SOFTSCAPE, ETC. ALL HARDSCAPE AND/OR SOFTSCAPE TO REMAIN WHICH 2-1/2' GALVANIZED fn Eli- CONSTRUCT IS DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED TO THE STEEL POST (typ.) u _ SATISFACTION OF THE CITY INSPECTOR. N "' •.. 9e� > f 1 21 CONSTRUCT VARIABLE HEIGHT (0" MIN., 24 4*t9 " MAX.) P.C.C. CURB. 2-1/2' GALVANIZED StEEL 6 POUR MOW CURB -•-I 1' POST t0 CHAIN GATE OPEN 1 ci 23 INSTALL COMMUNITY TRAIL P.V.C. 2-RAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. AROUND POST typ. '- typ, �► � 6'� � PLAN 1010-A. L� 10' 4.76' typ.--,-4 U �ti• y / /�/ 2�4 — INSTALL TYPE N-1 OBJECT MARKER ON GALVANIZED STEEL U-CHANNEL POST WITH 5' MINIMUM CLEARANCE TO BOTTOM OF MARKER. ASSEMBLY SHALL BE INSTALLED BEHIND AND AT THE CENTER 19 18 (J) _ G ' B �'` / OF TRAIL FENCE. REFER TO CITY OF RANCHO CUCAMONGA STD. PLAN 130. / 33 INSTALL STREET IDENTIFICATION SIGN PER SPECIFICATIONS. s,, • - VEHICLE ACCESS GATE @ MULTI-PURPOSE TRAIL VEHICLE ACCESS GATE@ BIKE PATH CONSTRUCT P.C.C. INLET STRUCTURE PER DETAIL HEREON. 2 Z SCALE: 1'=5' O SCALE: f'=5' / 69 ?3 2% • 40' VARIES. 40' to 40.09' I AREA TO REMAIN UNDISTURBED al AREA TO REMAIN UNDISTURBED of a 40' VARIES: 40' to 40.09' Cx at EXIST. BLOCK WALL • I ci AREA TO REMAIN UNDISTURBED N.g' I 24 C �- . 1 AREA TO REMAIN UNDISTURBED— °' 21 La Q 1• I (n 1 � �i ��'• I - EXIST. BLOCK WALL i 2 EXIST. BLOCK WALL--- z - I 1------ -�' •. % •- EXIST. GRADE 10.30'— 1 21 I .3.50' 11' VARIES 1 �,• I ' 9, ( - 1.50 1.54 4.50 to 1c EXIST. GRADE , 1 1.50 4.59' 21 t 1� ' • ' ! I ,��• 2' i 4: I VARIES: Wei • � R. 2X �' >I I EXIST. BLOCK WALL--- I 1.3' MIN. I �o • UI Qc _ 9.8' MAX. .n .s I J5 _�i3.50' I ' EXIST. GRADE I 4' THICK P.C.C. °� [_j � VARIES: ; 21' ( 11' VARIES G`eo'6o,� 21 0 1.0' MIN. I 4.50 to I \ g• I 3.2 MAX. 6.50- 5.50 1.50 4.59 _ . 2:1 t0 JOIN 29� 29t 1.50' EXIST. CONC. GUTTER TO REMAIN i 8 2' j 6' MOW CURB 4' THICK D.G. • 21 I.0 69,46 I EXIST. GRADE 7 I I P.C.C. "V'-DITCH I EXIST. CONC. GUTTER 2% oc a I / 2X rex 2% - I EXIST. CONC. GUTTER TO REMAIN ; •�..;: 2:1 TO JOIN 2X • _� • . 4 I a" NOW CURB 4' THICK D.G. 4" THICK P.C.C. TYPICAL SECTION '- KENYON WAY t0 ROCHESTER AVE n- NOT TO SCALE " P.C.C. V,-DITCH TYPICAL SECTION - MILLIKEN AVE to KENYON WAY NOT TO SCALE RAMP & SIDEWALK DETAIL AT MILLIKEN AVE SCALES: HORIZ. 1"=10' VERT. 1'=2' v 3 QROFESStp DESCRIPTION OF REVISION DATE CITY 4 ' - T.W. PER PLAN �p E �V�7l APPROVED 18 R.C.P. (2000-D) �Q P�,�� F�� Fy 1004" CITYOF RANCHOCUCAMONGA tj Q �� 3' �L� - `' i F �. `'' t.5 t.5 �• R.C.E. 29224 'TYPICAL SECTIONS & DETAILS 0.50 0.50 _► _.;,�_� _ SEE c� '.. • . PLAN ,�`� QVC N S��Tf OF CA►-�� �� Pacific Electric Inland Empire Trail k, �� 6 a � � � ...:r . � Phase 133 ,I ��s UNDERGROUND SERVICE ALERT: L • , • o .. . .. -a .-. - . Q�� � o DETAIL P .p �• �• CALL TOLL FREE S & TY I CAI. SECTIONS DWI 6uewwa 6' P.C.C. ��� '��e APPROVED BY: DATB 6 PROFILE -800-227-2600 �t Associates CITY ENGINES R,C.B. No. 24953 C•U4 • 1�4NDStJFEYOAS DESIGN TPADEMARK RECO MEN ED PLAN TWO WORKING DAYS BEFORE YOU DIG PANG o DGA Dan C�c�ewwa ,� P.C.C. °V'-DITCH DETAIL p O CAUTION : Remember that the USA Center PH(909)9874308 FAX(909)941-1628 DRAWN Vt �s�dCiafe� MET notifies only those utilities belonging to Q NO SCALE P.C.V. INLET STRUCTURE the center. There could be other utilities DGA 2 OF `+ S1 present at the work site. The center will . D.Oi6 10211-B TRADEMARK STREET NOT t0 SCALE inform you of who(m) they will notify. CHECKED DRAWING No. QAN E G ami RANCHO CUCAMONGA CALIFORNIA 91730 R.C. EV. t o7 PH(909)987-4306 FAX(909)941-1528 2085 PROJECT Sheet No. 2 of SO 31