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11 0/ QUANY 1 1 S /TEM DESCRIPTION QUAWWY UNIT RFMARKS 1 . Site Preparation Lump Sum L.S. See Grading 2. Earth Excavation Lump Sum L.S e �radinq Plan 3. Const. 0.25' A.C. Pavement 101,045 S.F. See General Note 16 4!S - - 38 37 4. Const. 8" P.C.C. Curb a Gutter 5,812 L.F. Per Std. No-,_1 1'5 5. Const. 8" P.G.C. Curb Gnl 157 L.F. Curb Returns W N Const. P.C.C. Cross Gutter a Spandrel 1,742 S.F. Per Std. No. 119 Const. P.C.C. Driveway Approach 5,292 S.F. Per Std. No. 128 ,Z Install Barricade 2 Each Per Std, No's 305 8c305a W p 44 39 ? Street Trees 93 Each z 10. Street Name Suns 4 Each See General Note 2 cy ll . Install Catck-Basin, Type "A" Each Per Std. No. 206 UJ Zo I H/LEST RDAD l 12 -Rubble-Bank PrQtect�ion Lum Sum L. S. _ P __ _ N �; 43 ,4D W z ! _Sw Lump Sum L.S. �� !4. het Str�c _�!r�- ! Each MQ w j �W 15. Tv e "A" Catch Basin 2 Each UJ k �� 16. 24" ACP Class II - �I (n ORCIiARo 3 17 Qpm Drain Cleanout �. 18. A C. Pavement Removal 2,756 S,F. �_... w 42 4/ p w 54 19, Concrete Curb 8� Gutter Removal 106 20. Install 12" Steel Irrigation Line 1,25`' L.F. See Grading Plan JENNET STREET SEE SHEET NO. 3 ECN - - - � a 14 TRACT No 9540 h 30 3/ 32 33 , a W EMA1ET s . 2 Z Q, rNOROUG~BRED STREE U1 3 z 27 26 Z3 Z4 23 22 Z/ ZD /9 k Z6 GARDEN1A AVE. TREE r Q \ 29 � 4 = N 1 1 Roy W THOROUGHBRED STREET S(/NPLo�E AVENUE 5 N N SHEET N0. 5 - SEE SHEE N0. g 1 O sE� Cr. 1 1 -GENERAL NOTES 6 L 1 I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF RANCHO CUCAMONGA STANDARDS An SPECIFICATIONS. CONTRACTOR "ALL IRE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS. 1O /� /2 BA�/ A N /FEET 2. STREET MARKERS PER RANCHO CUCAMONGAIS.B. COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSMION. a 9 �.� I4 �� �6 �7 is 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RE- 7 LOCATED AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4. THE RESPONSICILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND WATER LINE VICINITYM A P INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH SAN BERNARDINO 500 SCALE: I" COUNTY ROAD DEPARTMENT STANDARD DRAWING NO. 128 IIND RELATED SPECIFICATION. • = 6. 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. 7. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT TO BE INSTALLED. INDEX M A P S. A PERMIT WILL BE REQUIRED FROM THE CITY OF' RANCHO CUCAMONGA PRIOR TO ANT ENCROACHMEIIT OR CONSTRUCTION WITHIN CITY EASEMENT OR RIGHT-OF-WAY. SCALE: 1" = 100' 9. APPROVAL DOES NOT INCLUDE THE ESTIMATE OF QUANTITIES. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PIAN GRADES. TRAFFIC INDEX SCHEDULE ( 10 YR. ) Il . SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR FEGINEER. THE STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT Turquoise Avenue 5.0 CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. Jennet Street 50 12. ALL SEWER, WATER AND GAS MAINS AND LATERALS TO EACH INDIVIDUAL LOT SHALL BE CONSTRUCTED PRIOR TO PAVING. 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL 4116-TRADES SHALL BE PERFORMED AT NO COST - Indigo Avenue 4.5 TOCITY OF RANCHO CUCAMONGA. AWRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE PLACE- MENT OF BASE MATERIALS AND/OR SURFACING. PLACE- Thoroughbred Street 5.O 14. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: (A) II-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 8 STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 15. WM ASPHALT CONCRETE IS 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 GRADED MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 16. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT ENGINEER TO THE CITY ENGINEER, FOR REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL REQUIREMENTS HAVE BEEN MET': - - 17. IF ASPHALT CONCRETE 1S TO BE PLACED ON SUBGRADE, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SNAIL BE UNI- FORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE NIS OWN DETERMINA- TION OF CONSTRUCTION QUANTITIES 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. 19. ANY WORK TO BE CONDUCTED OUTSIDE THE WEST BOUNDARY OF TRACT 9540 MAY REQUIRE A PERMIT FROM THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT. !SPECIAL NOTE FROM PRTVATE ENMNrM TO CONTRACTOR Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this Project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractor shall 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 negli- .,gence f the Owner or the Engineer. ,ecE 2�i P4¢ J ASSOCIATED ENGINEERS FIELD BOOK REF CITY OF IMPROVEMENT PLANS W. 0 N0. - 316 EAST 'E" STREET RANCHO CUCAMONGA TRACT N0. 9540 ROAD N0. - ; ONTARIO, CALIF 91764 DQnsd By AFu w ' Eu BY INDEX MAP. 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