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HomeMy WebLinkAbout1970 I J GENERA!. NOTES STREET TREE REQUIREMENTS OALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLMX THE CITY Of RANCHO CUCAMONGA 1 STANDARDS AND THE STANDARDS SPECIF7CA7ICNS FOR PUBLIC ~I CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS CONTRACTOR SMALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. OALL PIPELINES OR SUBSTRUCTURES Of ANY KIND, TELEPHONE OR POWER POLES. WATER METERS, VALVES. a FIRE HYDRANT$ ETC SHOW+. OR NOT SHOW ON THESE PLANS WT7HIN THE RIGHT-Of-WAY LIMITS OR IN ADJACENT AREA WHERE IMPROVEMENT Nt7RK IS TO BE DONE SHALL BE THE REMOVED. REPLACED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. STREET NAME BOTANICAL NAME COMON NAME MIN GROW SPACE SPACING SIZE QTY ANY CONTRACT04 PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF NTH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTINO FAVUTIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WEINER OR NOT SUCH FACILITIES ARE SHOWY ON THESE PLANS FOOTHILL BLVD. RHOS LANCEA AFRICAN SUMAC 3 Fr 20 Fr O.C. 13-GAL 4 ® A PERMIT SHALL BE 06TAINED FROM 774E CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUC77ON WHIM THE CITY Of RANCHO MALACHITE AVE. PISTACIA CHINENSIS CHINESE PISTACHE 3 FT. 30 FT O.C. 13-GAL 4 CUCAMONGA EASEMENT OR RIGHT-Of-WAY OALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER PAVING STAKES SHALL BE SET AT ALL HINGE POWM EDGE OF PAVEMENT POINTS 5 NOT ORE THAN 5 FOOT INTERVALS ADDITIONAL PAMO STAKETHIN 0.01 S MAY BE REQUIRED BY T OF SUO-GRADE VATION AND TTHE CITYAT CI77?�/CTTON NOTES FOR STREET TREES: ENGINEER AS NEEDED AT WARDED OR VERI7CAL CURVE AREAS 1) ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WIN CITY STANDARD O8 ALL SERER, WATER. ELECTRIC, GAS, PHONE OR OTHER U77UTY LATERALS. MAINS. OR CROSSINGS SHALL PLANS BE CONSTRUCTED PRIOR TO PAMG, 2) PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOIl3 REPORT (D COMPACTION TESTS Of EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. COMPAC77NO ORIGINAL GROUND SHALL BE FURNISHED TO THE CITY INSPECTM ANY UNUSUAL TOXICITIES OR NUTRIENT AND ALL SUS-GRADES -WEL BE PERFORMED AT NO COST TO THE CITY Of RANC14 CUCAMONGA A DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY INE CITY *UTTEN REPORT WIH THESE COMPACTION TESTS STHALL BE SUBMITTED TO THE CITY ENGINEER FOR INSPECTOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFAewa 3) ALL STREET TREES ARE SUBJECT TO wSPECTION AND ACCEPTANCE BY THE (gl AT THE COMPLE77ON OF PAVINO, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. ENGINEERING DIVISION. USnNO ALL TESTS OR DE7ERMwAnoN3 COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAWNO. 4) STREET TREES ARE TO BE PLANTED PER PUBUC IMPROVEMENT PLANS ONLY. OPRIOR TO INSTALLA770H OF ANY PAVWO, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY- R-VALUT, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. OPAVNG SHALL BE PERFORMED IN ACCORDANCE M774 R-VALUE AND PAVEMENT TESTS TAKEN TO 10 DETERMINE STRUCTURAL SECTIONS Q1 WHEN IMPROVEMENTS ARE TO BE PLACES ON MA17W SOIL M104 CONSISTS OF A ROCKY MAMWAL, THE SU$-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE AOOW THE SU8-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED W714 FINE GRADE MATERIAL OF A QUALITY BETTER 774AN 7HE NA11VE 12 IF THE ASPHALT CONCRETE 13 TO BE PLACED ON SU8-GRADE~ A SOILS STERKANT 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 MOTH PRIOR TO PAVIN(Q 13 ESUMAT€ OF QUAN7177ES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE Of THE DEVELOPER, THE CONTRACTOR SHALL MAKE H13 OW DETERMINA77ON Of CONSIRW770M QUM17TIES BEFORE SUBMITTING A 810 ANY 17EM Of WORK REQUIREO BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUAN7177ES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS Of WORK. ® STREET SIGNS PER CITY F RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH IN>£RSEC770A }� CITY APPROVAL Of PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION Of ERROR AND OMISSION DISCOVERED DURING CONSTRVC770A UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 19 WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE: ORDERLY STAT& THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST Of THE INSPECTOR 17 CONTACT ALL U17UTY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOMNG: A. SAN GABRIAL VALLEY MUNICIPAL WATER OISTRICT...........(818) 969-7911 MR BOB STALLINGS FOR BASE LINE ROAD CONSTRUCTION B: VERtZON..................................................................................1-800-453-3000 C SOUTHERN CALIFORNIA GAS COMPANY..............................1-800-427-2200 RES 215 It EUCLID AVE.............................................................1-800-427-2000 COMM ONTARI01 CA 91762 13: CUCAMONGA VALLEY WATER DISTRICT.............................(909) 987-2591 10440 ASWORD STREET RANCHO CUCAMONGA, CA. 91730 F- METROPOUTAN WATER DISTRRCT.......................................(909) 593-7474 700 K MORENO AVENUE LA VERNE, CA. 91750 F PACIFIC TELEPHONE COMPANY.........................................1-800-248-2800 G: ADELPHIA............................................................................1-800-626-6299 (PORTION Of RED HILL) H: CHARTER COMMUMCA77ON................................................(909) 987-6275 6680 VIEW COURT RIVERSIDE, CA. 92503 k SOUTHERN CALIFORNIA EDISON COMPANY......................1-800-655-4553 QR4 SS/Q � �. Na 26110 � Exp[3.3t•OG � sl' D3CNR t7f CAL�� DESCRIPTION OF REVISION DATE ,,ppRavfo CITY OF RANCHO CUCAMONGA FOOTHILL BOULEVARD q TITLE SHEET tu FOR Z 2 STREET IMPROVEMENTS �>� F O R z MALACHITE AVE & FOOTHILL BLVD. x DRC 2003-00650 (CUP) oe ARROW ROUTE I APPROVED BY: DATE: CITY ENGINEER R.C.E. N06-4 DESIGN SrJr ENTERPRISES RECOMMENDED RB Consulting Services e�w VICINITY MAPRandy Sick. P.E. NOT TO SCALE DRAWN 858 Cypress Drive SH ET JH Upland, California 91784-1191 1 OF 4 Tel (909) 983-6877 CHECKED Ria Ha 26110 DRAWING NO. ROW2004-00351 R8 D,AF . 3/31/06 1970 �� BENCHMARK N0. 7-22 1970 SAN BERNARDINO COUNTY BENCHMARK Na 20-8 CITY OF RANCHO CUCAMONGA T BRASS DISK IN TC 0 WEST END CURB RETURN -r— LOCATED AT NW COR. ARCHIBALD & FOOTHILL BLVD. FEE63' WE 44' -- - ST OF CL OF ARCHIBALD AVE. AND NORTH OF FOOTHILL BLVD. ELEVATION = 1207.662 (N) 33' R/W R (N) 22' TO CURB FACE It' (N) PROPERTY LINE I F 12W � i 2 J i _ + JOIN 4A Z 3 - — � SS =y 1� TO 2X VARIES 8 N --- - _ - -_ .+'t-I,1w..r .f' .�.�•; •.'� �,�:. a'.�`�-/i'►•�i{,T�•�/.l-.ZZI/i• -� .s..�i-�'� ��,�i4� t -t __ _ _. _ - - _ -m - . - - - - -- - a r- 5' MIN. CONSTRUCT NEW AC/AB (4'/4") MALACHITE AVE ROAD SECTION PER CITY ST0.100- A T..r. s6 2 TYPICAL ROADWAY SECTION (REFER TO STD. 100-A COLLECTOR) Lit PROFILE SCALE HORIZONTAL 1 "=20' —MU -- - T— - VERTICAL 1 "=8' 7+36.01 7+50.00 8+00.00 8+50.00 9+00.00 9+50.00 19 0 N V - APIA 0208-261 t9&39 ff a �+ VV) APH 0206-261-20 $AWCIJT 20 0 20 40 60 JOIN ' SEAES 0 ? t A 7+64. 4 ' 1 18 h Y T X S x 3 9 16 16 16 w 6.0' •3 X 16 3 ' Q cti NEW sr rt/r, a j --- (E) S 4" . t� 7 �� w LEGEND b ,0!204.50 r ,, , - - - — — — — — — — r x (E) - EXISTING T.C. - TOP OF CURB s' VqT W- —�0' — s wWA� - a ' a- g = _ - - — — — — - ^ N a I °� (N) - NEW G.B. - GRADE BREAK ? ", I'� �� F 1 T z F.L. - FLOW LINE It - PROPERTY LINE ►�,yj ��P w 4 n 6 14 nCl F.F. - FINISHED FLOUR R/V - RIGHT OF WAY Q _ v o o a 'I N 001 3'51' W (REF) 4 ry ry x F.G. - FINISHED GRADE F.S. - FINISHED SURFACE TC 49.9 EXISTING ELEV, +� o ♦ Ni 1 "� tiN d `` M.P. - MATCH POINT FL 49.3 MALACHITE AVE. Q ' ry + 2< .1 ry�o ��. N I B.W. _ BACK OF SIDEWALK cc *8 *ryo`�oV o Q) S.W. SIDEWALK TC 50,2 NEW ELEV. - ^ xg1 j �A. REFER TO EXISTING CITY - OF RANCHO CUCAMONGA y STREET IMPROVEMENT DRAWING 66 4440 ? y NO. 1446 DATED 07/91 ® O 0 x)10 CONSTRUCTION NOTES AND QUANTITIES I Exp.3-31-04 l'I $0F0 �0 \�0 ITEM DESCRIPTION QUANTITIES UNIT IIS I I 0F0 OCONSTRUCT 36' WIDE COMMERCIAL D/W PER CITY STD. 101 TYPE C 1 EA I II SHOWN FOR O CONSTRUCT 4' WIDE SIDEWALK PER CITY STO 1010 620 S.F.F. I I FCE ENCE CONSTRUCT CURB AND GUTTER PER CITY STD. 104 TYPE A2-8 140 LF DESCRIPTION O F REVISION DATE A?�RovEo A: SAN GABRIAL VALLEY MUNICIPAL WATER DISTRICT...........(818) 969-7911 ® PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: CONSTRUCT Gr CONSTRUCT 4r AC/4" AB PER CITY STD 100-A (5' WIDE) SEE GEN. NOTES 9 & 10 692 S.F. MIR 808 STALUNGSCITY O F RANCHO CUCAMONGA FOR BASE LINE ROAD CONSTRUCTION O REMOVE EXISTWC PCC DRIVEWAYS AND EXlST1NG SIDEWALKS 1N ITS ENTIRETY 3 EA 8: VERIZON..................................................................................1-800-463-3000 O g REMOVE EwsTINc CURB AND GUTTER 163 LF PLAN AND PROFILE C: SOUTHERN CALIFORNIA GAS COMPANY..............................1-800-427-2200 RES 216 N. EUCLID AVE..............................................................1-800-427-2000 COMM ® TAPER NEW CURB AND GUTTER TO MEET EXISTING C & G ® 5:1 20 L.F. FOR ONTARIO, CA. 91762 MALACHITE AVENUE D. CUCAMONGA VALLEY WATER DISTRICT.............................(909) 987-2591 O REMOVE (£) TEMPORARY POWER POLE 1 EA 10440 ASHFORD STREET RANCHO CUCAMONGA. CA. 91730 9 RELOCATE (E) EDISON POWER POLE AS REWIRED, BY SCE PAID AND COORDINATED BY DEVELOPER 1 EA E: METROPOUTAN WATER DISTRICT.......................................(909) 593-7474 D.R.0 2033-00650 (CUP) 700 N. MORENO AVENUE REMOVE £XISTWC PCC SIDEWALK TO TRANSITION TO (N) SIDEWALK 20 SF LA vERNE; CA. 91750 APPROVED BY: " ' - DATE: F. PACIFIC TELEPHONE COMPANY......................... .1-800-248-2800 6 STREET !BEES SHALL BE !INSTALLED PER 1}1E NOTES AND LEGEND ON SHEET 1 CITY ENGINES .............. R.C.E. NO.���3 G. ADELPHIA......................................................................... ..1-800-626-6299 ©7 RELOCATE (E) PHONES TO BACK OR (N) SIDEWALK t EA =41 I I 8 (PORTION of RED HILL) DESIGN RECOMMENDED REMov£ , RELOCATE PER OWNER (E) SIGN FROM DRIVEWAY 1 EA Consulting Services R8 SrJr ENTERPRISES H. CHARTER COMMUNICATION................................................(909) 987-6273 DRAWN Randy Bick, P.E. SHEE 6680 VIEW COURT OCONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD 107-8 MODIFIED FOR SURFACE FLOW 1 EA 856 Cypress Drive RIVERSIDE, CA. 92503 JH Upland, California 91784-1191 2 OF 4 !: SOUTHERN CALIFORNIA EDISON COMPANY......................t-800-655-4555 Tel : (909) 985-6677 CHECKED XCZ ma DRAWING NO. ROW2004-00351 RB 1970 DATE FlGE Na - -- - BENCHMARK NO. 7-22 1970 SAN BERNARDINO COUNTY -- - - - __ BENCHMARK NO. 20-8 CITY OF RANCHO CUCAMONGA BRASS DISK IN TC ® WEST END CURS RETURN -- - - -- - - - - - - - -- _ - - - - -- - _ - -- - - _ - - - -- -- - -- - - --- - RCHIBALD & FOOTHILL BLVD. � 4 LOCA TED A T N W COR A OF FOOTHILL BLVD ELEVATION - 1207 662 4 NORTH 63' WEST OF CL OF ARCHIBALD AVE AND 4 ' -- - -- — 8' W 44' CM9 TO CURD) 1 W PARKWAY s LU 8 0 0 - - - CL - - - - - It -- -- - - -- - - -- - - - - - - - - - - - - - - --- - -_ - - - s v 4Z S-211 - - r� -- - - -- - -- -- - FOOTHILL BLVD. c�sTRusT NEW Ac AB - -_ — - - - __ - -- - - -- - - TYPICAL ROADWAY arJt arr sra �oo-� -- - -- _ - -- - -- -- -- -- - - SECTION T.1. — - - REFER TO STD. 100-A - DIVIDED MAJOR r2 M -- - - -- - - - PROFILE SCALE — — - - - - - -- -- - - - HORIZONTAL i "=20' - - - -- -- - - - - VERTICAL 1 "=8' 20+67.95 21+17.95 21+67.95 22+17.95 22+67.95 SCALE1'=20' Q FOOTHILL BL VD. N89.43'21�' E -� - - - - - - - - - �- - - - - - EV EY EV EY EY �H �g SGNTo � 7.0?' O O O O O ID $,� �� I ��$ LEGEND o 3 I� x 1206.05 $ x 1208.28 x 12 .12 s�i x 12oe.r9 ~ Z► x 1 69 + x 1203 eJ N ,�4 N �t (E) - EXISTING T.C. - TOP OF CURB 00 .,Q .? N (N) - NEW GB, - GRADE BREAK F.L. - FLOW LINE - PROPERTY LINE w oo'' y 14 N o • 48 �ryoh ' 6 3 V) Cd � F.F. - FINISHED FLOOR R/W - RIGHT OF WAY 20 0 20 40 '�ry9► k`� R g t�v ^� o^ �ry0 M '`� x/Z03.5e I % F.G. - FINISHED GRADE w FLOW �, F.S. - FINISHED SURFACE TC 49.9 EXISTING ELEV. CV 1 — g2 — �-- 0 t2 r2os.os T '?�'eo j ® os3+--- _ _ = M.P. - MATCH POINT FL 49,3 TC 50,2 s — — — — -�- FL 4 NEW ELEV. Ls wv �- f w� v '� I v wv I • • • 4 4� • (N) R/W LIGHT STD • ! r,� f 'si TC 1204. 6 I 3 0 16 0 5 22+02+/- 15 29 1201.68 12 . 4 S4N.V' �ADFE APN 0208-261-37 1 11 + �. 5 0' S 00 �a 16 16 f 6 ►� ( I 1202 8 F1' 1'• 13 ' C4gyp' 12 �` E. R. A ClHITE siHr?� 3 5/0¢ iR 0 0 APN 0208-261-19 & 39 'wry �� ° : IF�,T 2�yMP) s 'lF C/ 13 I Of CAL1F0 CONSTRUCTION NOTES AND QUANTITIES X06. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: ITEM DESCRIPTION QUANTITIES UNIT A: SAN GASRIAL VALLEY MUNICIPAL WATER DISTRICT...........(813) 969-7911 O CONSTRUCT 4' WIDE SIDEWALK PER CITY STD 101C 600 S.F. DESCRIPTION OF REVISION DATE APPROOVED MR. 808 STALLINGS FOR BASE LINE ROAD CONSTRUCTION 1-800-483-3000 O CONSTRUCT CURB & GUTTER PER CITY STD 104 A2-8 205 L.F. B: VER1ZOr,I................................................................................. CITY OF RANCHO CUCAMONGA C. SOUTHERN CALIFORNIA GAS COMPANY..............................1-800-427-2200 RES. 4® CONSTRUCT 5' AC/6" A8 PER CJTY STD. 100-A ; SEE GENERAL NOTES 9 & 10. 1150 S.F. 216 N. EUCLID AVEVE............................................................. COMM PLAN AND PROFILE ONTARIO, CA. 91762 O REMOVE EXISTING PCC DRIVEWAYS AND EXISTING SIDEWALK W ITS ENTIRETY 2 EA FOR D: CUCAMONGA VALLEY WATER DISTRICT.............................(909) 987-2591 REMOVE EXISTING CURS AND GUTTER 215 L.F. FOOTHILL BOULEVARD 10440 ASHFORD STREET 6 RANCHO CUCAMONGA. CA. 91730 CONSTRUCT NEW CURB dt GUTTER RIGHT TURN LANE YM T}1 60' REVERSE CURVE PER pTY SID. 119 60 L.F. E. METROPOLITAN WATER DISTRICT........................................(909) 593-7474 700 N. MORENO AVENUE 0 REMOVE & DISPOSE OF (E) PALM TREES WITHIN (N) R/W 2 EA DRC 2003-00650 (CUP) LA VERNE, CA. 91750 F. PACIFIC TELEPHONE COMPAN ........................................1-800-248-2800 � CONSTRUCT ACCESS RAMP PER CITY STD. 102 (SINGLE) f EA Y. APPROVED BY: _ DATE: G. ADELPNIA.............................................................................1-800-626-6299 ® REMOVE EXISTING PCC CURB 12 L.F. CITY ENGINEER � �� R.C.E. NO�l (PORTION of RED HILL) NUMBER DELTA ANGLE TANGENT RADIUS ARC LENGTH ® RELOCATE EXISTING FIRE HYDRANT (F.H.) BY Cvwv, PAID AND COORDINATED BY DEVELOPER 1 EA C1 89°56'10' 34.96 35,00 54,94 DESIGN SrJr ENTERPRISES RECOMM ED H. CHARTER COMMUNICATION................................................(909) 987-6275 R8 Consultin 6680 VIEW COURT C2 13'09'32' 10.67 92.50 21.24 g Services RIVERSIDE, CA. 92503 b INsrAu NEW sTREEr uGHr 16000 LUMEN HPSV, BY SCE PAID er COORDWATT:D BY DEVELOPER 1 EA C3 13'05'30' 10.61 92.50 21.14 DRAWN Randy Bless P.E. SHEET 1. SOUTHERN CALIFORNIA EDISON COMPANY......................1-800-655-4555F) - - JH Upland, California 91784-1191 3 OF /1 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 -T Tel : (909) 985-6677 ® GRADE NAIVE MATERIAL FROM NEW SIDEWALK TO (£) DIRT PATH AT PROPERTY UNE CHECKEDn.C.e Na 26110 DRAWING NO. ROW2004-00351 ROD„E ,P. 3/31/ 1970