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Home My WebLink About1940GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CiTY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WiTH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. 2. ALL 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 REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CRY 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 DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CRY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT -OF -WAY. 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 NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER , WATER, ELECTRIC. GAS. PHONE. OR OTHER UTILITY LATERALS. MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. COMPACTING ORIGINAL GROUND AND ALL SUB- GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 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. e. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- TIONS COMPLETED TO VERIFY R- VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10.PAiNG SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS. 1i.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 121F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB- GRADE, A SOILS STERIIANT REGISTERED BY THE E.PA. 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 REM 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. 14.STREET SIGNS PER CiTY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401 -A AND 401 -8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15.C3TY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHAD. BE PROMPTLY SUBMITTED TO THE CiTY ENGINEER FOR APPROVAL. 18.WORK SITES 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.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. 1e.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. 1 -800- 422 -4133 PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING. A. SAN GABREL VALLEY MUNICIPAL WATER DISTRICT (819) 969 -7911 MR. JAMES FREI FOR BASE LINE ROAD CONSTRUCTION Aj B. VERIZON (BOO) 483-3000 FOR UNDERGROUND SERVICE C. SOUTHERN CIWFORNA GAS COMPANY (800) 427 -2200 1981 W. LUGONA AVENUE REDUWDS, CA. 92373 01 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 10440 ASHFORD STREET RANCHO CUCAMONGA, CA. 91730 E. METROPOLITAN WATER DISTRICT (909) 593 -7474 700 N. MORENO AVENUE LA VERNE, CA. 91730 F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655 -4555 7951 REDWOOD AVENUE FONTANA, CA. 92336 G. PACIFIC TELEPHONE COMPANY (714) 999 -5639 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES A UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON -SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CiTY ENGINEER. 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE INSTALLATION OF STREET LIGHTS. STREET SIGNS. AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. Underground Service Alert CALL TOLL FREE 1 -800 422 -4133 TWO TORMG DAYS BEFORE YOU DIG NO SCALE Y� { o, o � h SHEET L SHEET 2 SEE SHEET 4 FOR STORM DRAIN LINES SEE SHEET 5 FOR STORM DRAIN LATERALS SEE SHEET 6 FOR SIGNING & STRIPING III ; Al CONDUCTION NOTES FOR STREET TREES 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WiTH CITY STANDARD PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY THE CITY INSPECTOR. Al 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. STREET TREE QUANTITIES STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACE SPACING SIZE QTY. MAYTEN AVENUE ERIOBOTRYA DEFLEXA BRONZE LOQUAT TREE 3' 25' 15 GAL 24 COMC. 0 SIDEWALK O 1 APPROVED BY: R GUTTER R GU TER (FROM STA.8+91.21 TO STA.12 +56.28) %�F DES04 p�� MADOLE SOCIATES. INC.1 REC DED I TYP'IC'AL SBCTMN DRAWN ' WNbX' �o 73' SHEET p ac. O� Nis CHECKED EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: WNW AiE NO KW*%Y MOMJAIIISM OF Rr -L'O!O TINT 000LD w 0wmx !®RY TNT PROAcr DATED: OCC, Z -4Wj- _ -- - -- WM. RQARO JASSO R.L.S. NO. 4756 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABIUTY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOUR' AND THAT THE CONTRACTOR SHAT DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHAY REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. i 8 Ulf 1: Vi cs) IJYiI 0 0 W'LY E'LY R/W an' RAW 1 60 12' 32' 32' 12' 6- 6- 4 ( LEVEL LINE _n ne BENCH MARK NO. 96 -8 AT THE NWC OF HAVEN AVENUE AND 19th S%44 FT. W. d HAVEN k 83 FT. N. d 19th ST.. SET DRIVE PIN w /C.S. TAG IN TOP AT THE E. END OF A HEAD WAL FOR 3 -24' CMP -ELLEN. 1430.68 6% INSTALL 42- R.C.P. D -LOAD PER PLAN. 2 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN 319. Ity CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN 331. W CONSTRUCT BRICK AND MORTAR PLUG AT END OF PIPE. ® CONSTRUCT MANHOLE NO. 4 PER CITY STD. PLAN 321. ESTIMATED EARTHWORK QUANTITIES: CUT : 11,820 C.Y. (RAW) FILL : 53 C.Y. (RAW) 660 L.F. 1 EA. 2 EA. 4 EA. 2 EA. z� _.. ADDED REVISIONS FOR TR.16$56 AS SHOWN ON THIS SHEET q 1 AND- ON SHEETS 3_&-4, ROW 2013 - 00267__ -. -_ . _ _ --__- SZ -! _.. . DESCRIPTION of REVISION DATE APPROVED CITY of _,, ' MAYTEN AVENUE STREET IMPROVEMENT AND SIDEWALK rc O NC. C LIRB CONC. CX1RB COMC. 0 SIDEWALK O 1 APPROVED BY: R GUTTER R GU TER (FROM STA.8+91.21 TO STA.12 +56.28) %�F DES04 p�� MADOLE SOCIATES. INC.1 REC DED I TYP'IC'AL SBCTMN DRAWN ' WNbX' �o 73' SHEET p ac. O� Nis CHECKED RCE No 62183 DRAWING NO. iO CONSTRUCTION NOTES: CONSTRUCT 5' A.C. OVER 6' AGGREGATE BASE. 70,185 S.F. O2 CONSTRUCT CURB AND GUTTER (A2 -8) PER CITY STD. PLAN 104. 2,274 LF. O INSTALL 16,000 LUMEN H.P.S.V. STREET LIGHTS BY SCE. PAID FOR AND 14 EA. COORDINATED BY THE DEVELOPER. + 13 EA. Al O CONSTRUCT CURB OPENING CATCH BASIN AND LOCAL DEPRESSION CASE 2 EA. -A- PER CITY STD. PLANS 300 AND 307. QO CONSTRUCT SIDEWALK PER CITY STD. DWG. NO. 103. 2676 S.F. + 1,360 SFAS Ofi CONSTRUCT ACCESS RAMP PER CITY STD. DWG. NO. 102. 2 EA. U7 INSTALL STREET NAME SIGN PER CITY DTD. DWG. NO. 401 -A & 401 -8. 2 EA. 1Q O8 CONST. DRIVE APPROACH AND SIDEWALK PER CITY STD. 101, TYPE C (W =PER PLAN) 79f S.F. + 340 SF A1 Al ® STREET TREES SHALL BE INSTALLED PER THE NOTES AND 24 EA. + 12 EA. Al LEGEND HEREON. ® ADJUST MANHOLE COVER TO GRADE 6 EA, 11 ADJUST GATE VALVE COVER TO GRADE 5 EA. 12 INSTALL REFLECTANT FIRE HYDRANT MARKER PER CITY STD NO. 134. 5 EA. 1® CONST. LOCAL DEPRESSION PER CITY STD. NO. 307 2 EA. 21 INSTALL 24- R.C.P. D -LOAD PER PLAN. 427 LF. 6% INSTALL 42- R.C.P. D -LOAD PER PLAN. 2 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN 319. Ity CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN 331. W CONSTRUCT BRICK AND MORTAR PLUG AT END OF PIPE. ® CONSTRUCT MANHOLE NO. 4 PER CITY STD. PLAN 321. ESTIMATED EARTHWORK QUANTITIES: CUT : 11,820 C.Y. (RAW) FILL : 53 C.Y. (RAW) 660 L.F. 1 EA. 2 EA. 4 EA. 2 EA. _.. ADDED REVISIONS FOR TR.16$56 AS SHOWN ON THIS SHEET q 1 AND- ON SHEETS 3_&-4, ROW 2013 - 00267__ -. -_ . _ _ --__- SZ -! _.. . DESCRIPTION of REVISION DATE APPROVED CITY of CUCAMONGA MAYTEN AVENUE STREET IMPROVEMENT AND STORM DRAIN PLAN PARCEL MAP 15923 SHEET APPROVED BY: I11LE DATE : / CITY ENGINES RCS_ 249 3 %�F DES04 p�� MADOLE SOCIATES. INC.1 REC DED I f1A�R _ C0N8UI.7Ni0 CHI. EN01N![RS MID NANO PtANNO" DRAWN ' WNbX' �o 73' SHEET p ac. O� Yom- 311 ' OF--!- CHECKED RCE No 62183 DRAWING NO. nerc t V,- **7 m r u.. I I g f 0 UA u J.\ .l V 7 M1 a] �VtA\ • it I� �r is rIAMjl M PARCL D ► I 19C ,W ' - �_• FARCE D ►I 1= qv PARC 14C IF J 1 J'L 11101m:ims "I -� T ITO