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HomeMy WebLinkAbout1573 o 1 p M -i � U J GENERAL NOTES GRIND + 2 p o r,: 5 MIN. EX. -- N -- -- a FOOTHILL BOULEVARD EW PAVEM'T � BASE & BASE FLOW LINE TO JOIN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA o FhsT EXIST. EARTH DITCH STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, FACE OF CURB INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. - --- EDGE OF GUTTER 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES u, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS �� A.C.CBERM PER PLAN z PROJECT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, L z RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. L7 j -._T Q - - � Z__z SI TE 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 DIRECTLY OR INDIRECTLY w FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. cn PAVEMENT GRIND CURB & GUTTER TO A.C. U 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING p DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA & JOIN DETAIL BERM TRANSITION � ><- EASEMENT OR RIGHT-OF WAY. ARROW ROUTE 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 CITY ENGINEER AS 50" NEEDED AT WARPED OR VERTICAL CURVE AREAS. 50 50•� 58 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERIALS, MAINS, OR CROSSINGS SHALL g BE CONSTRUCTED PRIOR TO PAVING. O 0 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND 14' VARIES VARIES 36' 14' 14' 18 26 36 14 VICINITY MAP AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 0-10' 26'- 34' NOT TO SCALE A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7 4 7 4 3 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 3 LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF 0 EXISTING SURVEY MONUMENTATION ASPHALT PAVING. % I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY % _ - - - - - - - _ _ _- - _ - - - - - - _ - - J I e -" _ _ �- -� I ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND _ _ _ - - - - - _ SAND EQUIVALENT OF AGGREGATE BASE. - - _ _ _ - _ L- - -� ' • � _ __�- _ - _ --L - � MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON - _ _ _ _ J THESE PLANS AND ARE DESCRIBED AS FOLLOWS: - J 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO E881 DETERMINE DETERMINE STRUCTURAL SECTIONS. NONE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, Q THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE ARROW ROUTE ARROW ROUTE v No 42758 SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MA FROM STA. 125+00.75 TO STA. 125+65.92 IAL. FROM STA. 126+55.00 TO STA. 127+63.75 �1 CIV11. � 12. 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 CAIA BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE / OTHER ITEMS OF WORK. �� 50" a 4 VARIES 58' TO 50' 50" VARIES 64' TO 58' 13. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401-A AND 401-B SHALL BE DAZED JAMES H. PARDUE R.C.E. NO.45758 EXP. 3- 31-00 CONSTRUCTED AT EACH INTERSECTION. O 0 1 1 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE 14' VARIES 26' 36' 14' 14' VARIES 26' 36' 14' CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST 18' TO 10' 24' TO 18' THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY 7 4 3 7 4 3 STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. O2 - _ _ - c or- 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: _� - - - - L - -� �- - - _ - _L_ - _ _j -I A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 MR. BOB STALLINGS FOR BASE LINE ROAD CONSTRUCTION B. GENERAL TELEPHONE (909) 469-6424 ARROW ROUTE ARROW ROUTE C. SOUTHERN CALIFORNIA GAS COMPANY (213) 260- 7789 FROM STA. 122+00.75 TO STA. 125+00.75 216 N. EUCLID AVENUE FROM STA. 125+65.92 TO STA. 126+55.00 ONTARIO,CA 91762 D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD 64 50" �s RANCHO CUCAMONGA, CA 91730 E. METROPOLITAN WATER DISTRICT (909) 593-7474 700 N. MORENO AVENUE LA VERNE, CA 91750 F. PACIFIC TELEPHONE COMPANY (800) 248-2800 14 24' 0 26' 36' 14' G. COMCAST (909) 983-9895 1205 DUPONT ST. ONTARIO, CA 91762 7 4 3 H. MARKS CABLEVISION (800) 880-0220 CONSTRUCTION NOTES QUANTITIES 10808 FOOTHILL BLVD. #120 RANCHO CUCAMONGA, CA 91730 n! C �:T I1--SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 2,220 SQ. FT. 2�-GRIND EXISTING A.C. PAVEMENT AND JOIN PER DETAIL ON SHEET 1 3,700 SQ. FT. J 03 -CONST. 5" A.C. PAVEMENT OVER 9" A.B. (PER CITY STD. 100-A) 10,685 SQ. FT. - - - _ _ _ - - T -- CONSTRUCTION NOTES FOR STREET TREES: -CONST. 8 CURB AND 24 GUTTER PER CITY STD. 104 633 L.F.CONST. TYPE D1-8 A.C. BERM PER CITY STD. 104 56 L.F. - - -� 1. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING -- - -1 CONST. COMMERICAL DRIVE APPROACH PER CITY STD. 101-C 540 SQ. FT. CITY �- TO CITY STANDARDS AND SPECIFICATIONS, AS PROXIMITY TO 7>-CONST. 4' WIDE CURVILINEAR SIDEWALK PER CITY STD. 114 685 L.F. DESCRIPTION OF REVISION DATE APPROVED HARDSCAPE DICTATES. NO STREET TREE SHALL BE PLANTED �-INSTALL STREET LIGHT 9,500 LUMEN H.P.S.V. BY S.C.E.; 3 EA. ARROW ROUTE WHERE THE CENTER OF THE TRUNK IS CLOSER THAN THREE PAID FOR AND COORDINATED BY DEVELOPER CITY OF RANCHO CUCAMONGA FEET (3') TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. g�INSTALL 12" R.C.P. STORM DRAIN (2000D) - Pm1wrE 56 L.F. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN 1�-CONST. JUNCTION STRUCTURE PER CITY STD. 328 CASE 1 2 EA. FROM STA. 120+78.76 TO STA. 122+00.75 TITLE SHEET NOTES & DETAILS AGRONOMIC SUITABILITY/FERTILITY SOILS REPORT SHALL BE 11 ADJUST SEWER MANHOLE TO GRADE 2 EA, CUP 95-15 FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES 1Q---REMOVE R26 'NO PARKING SIGN 3 EA. OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL ARROW ROUTE AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. (D-FURNISH AND INSTALL R26(S) NO STOPPING SIGN ON POST OR 3 EA. _ BANDED TO STREET LIGHT STANDARD 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND 19--INSTALL STREET TREES PER LEGEND AND NOTES ON THIS SHEET & CITY STD. 501 20 EA. --- ~-MA - FROM STA.120+26.00 TO STA. 127+63.75 ACCEPTANCE BY THE ENGINEERING DIVISION. a- CONST. PAVEMENT TRANSITION PER CITY STD. 406 1 EA. _; BOAT SPIKE & WASHER, STAMPED S.B.CO. B.M. IN SOUTH apFE88I 1'1' DATE � 0 1--CONST. LIMITED ACCESS CURB W/4' TRANSITION PER CITY STD. 105-C 34 L.F. T.C. ARROW ROUTE 1175' WEST OF INTERSECTION Q 4. STREET TREES ARE TO BE PLANTED PER PUBLIC 1 ROCHESTER AVE. AND ARROW ROUTE ELEV. = 1158.41 � � P � APPROVED BY CITY ENGINEER �L - R.C.E. N 4953 Q �p IMPROVEMENT PLANS ONLY. �CONST. CONCRETE COLLAR PER CITY STD. 329 1 EA. --- 1 -INSTALL 18" R.C.P. STORM DRAIN (2000D) - PSP1t1,,4TE 94 L.F. a G� DESIGN PREPARED BRECOMMENDED - - STREET TREE QUANTITIES W � �� P.C.A. W. YZt-f6 DRAWN 1451 QUAIL STREET SUITE #101 SHE NEWPORT BEACH, CA 92660 ARROW LIQUIDAMBAR STYRACIFLUA 23 EA. 25'O.C. 15 GAL. � C/V11. (714) 476-64 6 1 OF 2 ROUTE PALO ALTO SWEET GUM � CA1.'% CHECKED - � DATE DRAWING NO. S NARDUE R.C.E. 42758 EXP 3 3 96 /573 15.89' ON CURVE 15.72' ON QURVE BENCH MARK BOAT SPIKE & WASHER, STAMPED S.B.CO. B.M. IN SOUTH T.C. ARROW ROUTE 1175' WEST OF INTERSECTION { ROCHESTER AVE. AND ARROW ROUTE ELEV. = 1158.41 i { o = PEk �ISiw GRA6WG PLAN` { ' o C-4 p TOP OF NORTHERLY CURB ; { _ j 0. 0 .t+l. .1' RI 1. 44 7 S2. 1 kNV. IN 52.41 INV. 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