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L'S2 IMA I S O QUQN7 I S j /T£M DEWRIPTION Q"*VT17y WIT RFMARKS j 1 . Clearing a Site Preparation �,r, BENCH MARK CONSTRUCTION B.M. DSum _c2,Jisc-. Bemov NAIL AND TAG R.C.E. 7344 AT END OF 2• Excavation a GradingLump Sum L.S. See Grading Plan SAN BERNARDINO COUNTY B.M. CURB EIS FILKINS AVE. , TRACT 7007- 3. Const. 0.20' A.C. Pavement 93.752 S.F. All Interior Streets NO. 13-218 NORTH BOUNDARY. 4• Const. P.C.C. Curb a Gutter - 8" G.F. 4 496 L.F. Per Std. 115 _ CHIS. " O " S.E. CORNER 5. Const. P.C.C. Curb Cnly (Returns) - 8" C.F. 157 L.F. Per Std. 119 DRAINAGE INLET AT N.W. ELEVATION: 91 .855 6. Const. P.C.C. Cross Gutter 8 Spandrel 1,416 S.F. Per Std. 119 CORNER LEMON a HAVEN. 7. Const. P.C.C. Driveway Approach 3 762 S.F. Per Std. 128 ELEVATION: 1551 .296 Const. 4" P.C.C. Sidewalk 22,600 S.F. Per Std. 109 Barricade �1 Each Per Std. 305 10. Install Street Named a Post 3 Each Per Stds. 303 a 303A 1! Install stop Signa Post 5 Each Ad ust Manholes to Grade 8 Each Adjust Cleanouts to Grade 3 Each 14. Const. Type "A" Inlet - W=5', V=4.73' and Local #, pression-IDetail--am-Sheet — i c tds. .204.206. 206 Parkway Drain_OutletDetail _Sheet 5 1 Each / 2 3 4 3 G 7 Q 9 /O !I 12 /3 /4 JS /6 16. 24" C.S.P. - !4 GA. 276 L.F. Sheet No. 5 17. Const. Storm Drain Cleanout_(Detail Sheet No. 5) ! Each Per Std. 208 . 8. YardDrains - Incls. 6" A.B.S=Connector Pipe 18 EachSee Grading Plan a . 3" Gunite or P.C.C. Downdrain - 2' wide 227 L.F. See Grading Plan j BANYAN STREET 2C. Const. Retaining Wall 4,383 IL.F. See Grading Plan (shy — " P.V.C. Pi 415 1L.F. See Grading Plan 2 r 46 45 a 35 85 2 j W 34 33 32 /9 18 /7 j ¢7 44 Z j s¢ 30 3/ d 20 217 Q 43 ��' 37 29 `. GENERA -S � 48 QC INC 22 L NOTt _ J CA LT/ �v6'F_ I. ALL WORK SHALL 1E DONE IN ACCORDANCE W1TN THESE PLANS AND THE SAN SERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL �? 3a BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS. (Shee� ¢� 49 4, STREET MARKERS PER SAN BERNARDI" COUNTY STD. NO. 303 i 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. p W v tv S2 28 23 � t. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY Q ! DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON PLANS. NS. S/ 'SO 4I �b4O 39 Z7 2�e 25 I 4, SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. � a* += aseTttF —.f= 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRERCR BACKFILL, COMPACTING OR101RAt GROUNS, AND ALL SUS-GRADE SHALL BE PERFORMED AT N0 COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION I I I I DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. T. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. I (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES._ i (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. —WTHE SUBDIVIStIIlt SECTIQIt IIF THE SAIL BER""t" EOUNTY RM DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL BE ] tvfN WHEN ALL STRUCTURAL SECT= REQUIREMENTS RAVE BEEN MET. /� P !. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDI" COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAY. t INDEX M a 10. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A $OIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERIS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. SCALE • 1 "— 100 11: ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE NIS On DETERMINATION 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. QUANTITIES GIVEN FOR COMPARATIVE SID USE ONLY, AND NO LIABILITY IS CREATED THEREBY FOR FINAL PAY QUANTITIES. • i BANYAN JTREET TRACT 9427 W - 61oRiA DA. L18EATY i W in < t L Y < W a V e INC 4K r 14. < Z 4r W v 2 Z � Lf MON AVENUE O SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR ' Contractor agrees that he shall assume sole and complete responsibility for job site VICINITY MAP - 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 SCALE' I "- 500 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- Sence of the Owner or the Engineer. . � GEJ o� •__ >D,tc_ _�_ � TRAFFIC IN DEX � RCE No. 21104 BANYAN STREET - ss ASSOCIATED ENGINEERS FIELDBOOK RE F. COUNTY OF SAN BE RNnRDiNO IMPROVEMENT PLANS "' 0. IBJ. s . . ROAD DEPARTMENT MAYBERRY AVENUE _ •s TRACT NO. 9427 ROA, No. 316 EAST "E" STREET Designed Dr REVERE AVENUE - Qs ONTARIO, CALIF. 91764 �.".R a �`�' ovE[' BY GENERAL NOTES, I N O E X M A P i CARTILLA AVENUE - s f 714 - 986 - 5 818 = , :..- FFILE N0. .�y VICINITY MAP ANO BENCH MARKSq- CRtetee • /L _x_ SS D COMI4�iSSIONFR- $moi rCARTILLA AVE C ��. � - _ U, • 5 3-5 �� Rs^�enmtn�t� sr ALTA LONA DISTRICT- R.C. E. 2 IIb4 ' DATE � Ri'V�It}RS AF"F'RDATE .,�'R { 7ET �_ d . Y ` - I ! { ; .-.._.�«-__.,-..-....1-..--.-,.......a......,.._-1II-.-_..- -_ e_-.-.1_._ _.91.___91.-.---r_.._ -._9191.,.»_ .. _ ..-..wr__1911 __. __ _ -I: __,-_____.91-.91-• ,_ _._.-»___ .,_-v___ -,.- _- .__-._,-._.9191._.-_.__ -..-- • --.,_----_... _-..9191_-.._-,.-'_--__--------._ .i_,_...-. _.1,..._--. -_1-..__n _ .. . ..-_..,-__ .......,,-.....,..1_-..a...., »...-...._s»..-.,_+_-.._.-... -- / _ _91.,.,.__..1.1, p.•...... ........ �. - -• ......,... 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