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HomeMy WebLinkAbout1718 BENCHMARK NO 01115 ELEVATION 369.305m € 11.287m 14.853m = AT S/W CORNER FOOTHILL BLVD AND SPRUCE OC OCAVE ON CURB 1 FT W/O CURB RETURN IN � 3 m $ a I FRONT OF FIRE HYDRANT. SAN BERNARDINO I o w * COUNTY BENCH MARK NO 01115 RND HEAD ' -r U BOLT IN CONC CURB U U m c0 m • 1 s - � s.� � �a.,� ,.� _ __ _ - = _ - � _ _ _w _ _ _ -� - - _�-�-�- - _ --�- GENERAL NOTES _ � CIO (D ^_W ^04 0 to 0 � Z 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD 4 c00 Q o0 p 00 O to U U +p SPECIFICATIONS. ALL WORK WITHIN THE STATE'S RIGHT OF WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE CALTRANS ca co r + + M M _ STANDARD PLANS AND SPECIFICATIONS AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. M G � 16 2ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, -0.20 -0.20% 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 T EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATION WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE g !L-- _ _._ _. - _.__._ _ _ - _.. .._.._ _---.___ _.,,. . __... .._... ....._ .,...-._..., _ ........ a _...... ...,. ..... _..... _,_.._......._..,._,. ....,...v._.. ... .,... _.r.� , .._ x. .__ _. #:.- �- DAMAGE 0 S, PLANS PROPOSED SOUTHERLY TOP OF CURB 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT AND CALTRANS PRIOR TO ANY CONC GUfiTER PER ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY OR STATE HIGHWAY. GRADING PLAN , z - f -Yz 4 EXISTING SOUTHERLY TOP SOF CURB ` ! 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY Z CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. M N S. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. j] ON, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED _----.__-_.__.�____ _____�__-- I . _.S� <_ _. _. �__ _ -- _ I_ --_ _ � t- 1 COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE rn - FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. E CURB PROFILE E 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS O € = COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. f ,fT� __- __.. •.r ._-..- �- -.. fm- L • -� -'#^� S '=+e£-m,e. _ -` - --.a...e-ma+,..s....xx,d r.9 ! v nem mom.• a i 3 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TEST'S OR DETERMINATIONS M COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. CONSTRUCT 9.174m = _ 457mm RCP 2000-D 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN M DETERMINE STRUCTURAL SECTIONS. SECTION INDICATED ON PLAN IS SUBJECT TO CHANGE. - � _ � t. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OR A ROCKY MATERIAL THE SUB GRADE SHALL BE PREPARED BY = STORM DRAIN REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. - i 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BUY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. - *CONTRACTOR 10 VEFIFY ELEVATIONS PRIOR TO BEGINNING OF CONSTRUCTION. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED s I DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. f i i 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. [ ' } _ 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 40 HOURS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 1 18. CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND SUBMIT IT FOR APPROVAL BEFORE COMMENCING WORK. TRAFFIC SHALL BE MAINTAINED I j I IN ACCORDANCE WITH SECTIONS 7-1.08 & 7-1.09 AND/OR 86-1.05 do 86-1.06 OF THE STATE STANDARD SPECIFICATIONS. THE TRAFFIC CONTROL SYSTEM SHALL CONSIST OF CLOSING TRAFFIC LANES AND/ OR SHOULDERS IN ACCORDANCE WITH THE DETAILS SHOWN ON ON CALTRANS STD PLAN T I s :._, 1 .d� _ � i � ALL TRAFFIC CONTROLS USED FOR THE TRAFFIC CONTROL SYSTEM SHALL CONFORM TO CALTRANS TRAFFIC MANUAL CHAPTER 5 "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES". 19. ALL NEW STRIPING SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. THE PERMITTEE SHALL BE RESPONSIBLE FOR REMOVAL OF ANY CONFLICTING CONSTRUCTION NOTES AND ESTIMATED QUANTITIES 5-+ 00 7+ 00 TRAFFIC STRIPES AND PAVEMENT MARKINGS DURING THE LIFETIME OF THE PERMIT. ALL CONFLICTING TRAFFIC STRIPES AND PAVEMENT MARKERS REMOVED 6+ 00 SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER PRIOR TO COMPLETING THE PERMIT. 10 CONSTRUCT 0.1m AC OVER 0.3m AB. 631.7sm EXISTING 200mm WIDE SOLID WHITE STRIPE 6 FOOTHILL BOULEVARD 20. WHENEVER N PERFORMED WITHIN 6' OF A TRAFFIC LANE, THE LANE SHALL BE CLOSED ( EXCEPT THE WORK OF INSTALLING, MAINTAINING AND REMOVING TRAFFIC FIC C CONTROL DEVICES). 2 CONSTRUCT CURB AND GUTTER A2-8 PER CALTRANS STD PLAN A87 71.9m REMOVE BETWEEN STA 5+25.0 TO 5+61.0 3 CONSTRUCT CURB AND GUTTER A1-8 PER CALTRANS STD PLAN A87 11.3 m AND BETWEEN 6+27.0 AND 6+50.0 UN U J 9 21 ANY REMOVAL OF EXISTING STATE FACILITIES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER PRIOR TO COMPLETING THIS PERMIT. U- z PERPENDICULAR TA HIGHWAYCENTERLINE. Q 22 ANY SAWCUTS PROPOSED INTO THE STATE HIGHWAY PAVEMENT SHALL BE AND OR PARALLEL TO THE STATE 4 CONSTRUCT 0.1m THICK CONC SIDEWALK, 1.829m WIDE 102.19m * � c� / m � ao - r W( U � THE SAWCUTS SHALL BE ON A LANE UNE OR NOT LESS THAN 0.61m FROM THE EDGE OF THE EXISTING PAVEMENT. CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88 CASE C 2 EA L 6 CONSTRUCT CATCH BASIN TYPE OL, W=3.5', PER CALTRANS STD PLAN D72 1 EA W� c6 A. GENERAL TELEPHONE 1-800-483-3000 7 CONSTRUCT 10.457m RCP 2000-D 9.144m LOU CD CD w n to B c6 v ( B. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. D PLAN D89 IEA - - - - - - _6+00- - - - - - 216 N. EUCLID AVENUE 1-800-427-2000 COMM- 8 CONSTRUCT HEADWALL PER CALTRANS STN 89'54'00' E 402,33 rh 7+0 ONTARIO CA 91762 9 RELOCATE STREET LIGHT TO ACCOMMODATE NEW CURB 2 EA 10 RELOCATE ELECTRICAL VAULT 1 EA EXIST MEDIAN CURB ( ) C. 1 SAN BER COUNTY WATER DISTRICT (909) 987-2591 EXISTING STRIPE DETAIL 11 � 9641 SAN BERNARDINO ROAD SAWCUT JNE HATCHED AREA INDICATESRANCHO CUCAMONGA CA 91730 11 REMOVE EXIST CURB do GUTTER AND 0.6m OF ADJACENT AC PAVEMENT BY SAWCUT 83.8m wPERPENDICULAR TO CL NEW PAVEMENT AL EXISTING 200mm WIDE SOLID WHITE STRIPEz z_ Z N W I_j D . CHARTER COMMUNICATIONS 12 RELOCATE FIRE HYDRANT PER SEPARATE PLAN 1 EA J "" ��� -� 1 w 3.60m .. - _ _ 0 10808 FOOTHILL BLVD. 20 #1 (909) 987-6275 - - U - - w - - - _ RANCHO CUCAMONGA CA 91730 909 880-02-22 13 REMOVE E)aST1NG PAVEMENT 255.3sm Q ti ar � - � x - _ 1 N ( ) I m � 1 E N SAWC;UT UNE ,�+ v _ v STUART KING 909 343 5165 14 PAINT 200mm SOLID WHITE STRIPE PER CALTRANS SID DETAIL 38 39.30m I rn 414'� N 1 W ® �4 3 3 8.07m SAWCUT UNE M 2 PERPENDICULAR Tn CL ^ Q ( )15 INSTALL R26(S) SIGN 5 EA z 4 10"w ��� W + KILOMETER POST SHEET TOTAL 16 INSTALL R18.1 SIGN I EA � - _ ` U OD DIST COUNTY ROUTE No SHEETS _ _ TOTAL PROJECT 17 INSTALL R1(30") SIGN 1 EA �0�-� r-ELEC ��� - - 4 _ / � - 18 INSTALL R17 SIGN 1 EA Q - ;� - - . - - ! -- - - - - - - - - - - - 19 INSTALL R10 (RT) SIGN 1 EA I 15 - - - - - - - - 7 0 --R VV 2 - - - - - z - z QL N W AN AN 4A 2 EA r%i / v' _j vU-i 21 � Rp I ES S/0 20 PAINT TYPE IV (RT) ARROW PER CALTRANS STD PL A2 EXIST WALK B J J tL z z EXISTING CURB REGISTERED CIVIL ENGINEER Q A'4 21 CONSTRUCT 0.1m THICK CONC SIDEWALK, 1.524m WE 145 sm 7 �` w '� N AND GUTTER � �� 21 m _j � -_ En U- o o I Mo EXIST WALK S N ~ G� STREET TREE SCHEDULE STA 5+25 TO 6+09 AND 6+41 TO 7+38 w `� �i �_ o I g z a w o co z v cr Q a PLANS APPROVAL DATE ocrn A BOTANICAL NAME COMMON NAME SPACING SIZE QUANTITY SYMBOL F 0 � m z z n � (n - (n V) xp. D w M w � 0 Z ir Q a w a U z The State of Co/lfornlo or Its offloers or � � tA@ER5TR@FM4-- PIGN 46' OG TRANGUiAA 15 Ok MIN 40 EAx m ~a ago z � p Q o mo �- - o9ents shall not be responsible for the oocwrocy J�4 CIVIL \� op �5PA61N6- Q+"� w v tS U U IY z 5 a w V) ^ f-. © or oompleteness of electronic ooples of tMs plan Tf "�Ir3SIE96EE� z°0 ; LLJo z C) J aa- E z_ a w co ,`rri ao 00 0 o Z sheet. CAL I RHU5 LANGEA A►FRtCAN ZOI p.N;,. MLN. t5 GAT-. f0 EA. �� o a a M v a a U? of r` �' 00 tr a ^ fn M z 00 a u MA-c- SPaCfi PBK r r� o ui o w z a Q 1* . D `° m o �-P►N �i to ;n 0 o m a 0 < o w w to > o cin ,� CURVE TABLE U U U U z U U Gi '+ ' a C) a s w m a w V 1 NUMBER DELTA ANGLE TANGENT RADIUS ARC LENGTH 00 a o- r- U -� w EXIST 3.048m SIDEWALK EASEMENT a a O ►� += as � a t: TO CITY OF RANCHO CUCAMONGA C1 20'04'12' 4:715rn 26,646rh 9.333rn C5 c6 �' o'o N C2 60'26'17' 6.233m 10,700m 11.267m PROJECT SITZ_ ,n ,•� o W z -' C3 79'32'20' 8:905rn 10:700rn 14:853rn FOOTHILL BOULEVARD r w z ? Q o cn _ /W EXIST R n a � ��- I41A � � + J � 3.048m IZEVtSE STRE.E.T TiZEES i=1?-AM STA. S}oo ± N #52$2 Q + U 24.384m SIDEWALK �� To 5TA . 7*oo t PAY �-►�Y �n l5 CsO Q V) RED OAK ST EASEMENT DESCRIPTION OF REVISION DATE A LAUREL ST w � m EASEMENT APPROVED (VARIES 3.604m TO 4.001m) 9 � I *3.964m RECORD i I CITY OF RANCHO CUCAMONGA 0 *12.192m RECORD 6 o VARIES 12.68m TO 12.283m w 57.84m DECEL LENGTH J EXISTING CURB AND GUTTER (TO I PROPOSED R/W oQ FLSSIO PLAN AND PROFILE WZ U BE REMOVED AT RIGHT TURN LANE) 3.44m 134m ' ��Q��gt"'E�'��`�y� STREET IMPROVEMENT PLAN * (8.2am) EXIST MEDIAN CURB I z T PARCEL MAP 15282 Y _ f EXISTING PAVEMENT I 4 HIGH SLOPE NO. 25742 Z O N / 2 EXIST GROUND --_ -� Exp. ,z s,-°' FOOTHILL BOULEVARD �� 4; �lq CIVIL �P = mw `--------------`_-_____= 1 a CIVIC CENTER DRIVE `-------_ -- _ _-- __ SOF CAt1F� APPROVED BY ATE . CITY ENGINEER �aZZJ�Z�RCE NO. 24953 PROPOSED WALK THIEL ANN ENGINEERS RE N D DESIGN AC ARROW ROUTE 0 10 20 30 40 * PROPOSED BUILDING RECORD PER IMPROVEMENT PLAN NO 1293 PROPOSED CURB AND GUTTER PAD JTT 221 S. GLASSELL STREET FOR REDUCED PLANS ORIGINAL I I I I I I I I I ORANGE CA 92866 SCALE IS IN MILLIMETERS CITY OF RANCHO CUCAMONGA PROPOSED AC RIGHT TURN LANE DRAWN (714) 744-9700 SHEET VICINITY MAP NOTE: BRACKETS INDICATES MEASURED DATA SECTION B-B JS 1 OF 1 NO SCALE NO SCALE �,/� CHECKED V�RCE NO. 25742 DRAWING N0. CJT ATE 1-14-00 FILE NO. 1-7 1 S