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Home My WebLink About4502-1SA BERNARDINO COUNTY STATE OF CALIFORNIA IN THE UNINCORPORATED. TERRITORY OF N 1 'GENERAL NOTES. y 1: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE QPARCEL COUNTY OF SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS.. 436 SAN I3E1914A P V1t40 /1vE •2. IF ASPHALT CONCRETE IS'TO BE PLACED DIRECTLY ON SUB -GRADE OF PM 14-4 STREET IMPROVEMENT PLANS ROAD OR DRAINAGE FACILITIES, A SOILS STERILANT REGISTERED BY THE "E.P.A." FOR USE, UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY N Q APPLIED AT 'THE. MANUFACTURERS RECOMMENDED RATE FOR THE FULL II }. PAVEMENT WIDTH PRIOR TO PAVING. 2 Qa AC 3. AT THE COMPLETION OF ROUGH -GRADING, A MATERIALS REPORT AND THE J d lU PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TACT SAN 13ERNAROINO 4vF. ENGINEER TO THE ' SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN' WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 4. . COMPACTION TESTS'OF EMBANKMENT CONSTRUCTION,'TRENCH BACKFILL, t=RWY i -t0 _ COMPACTING, ORIGINAL GROUND AND ALL SUB -GRADES, SHALL BE PERFORMED :AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN.' . � REPORT WITH THESE COMPACTION TEST SHALL BE SUBMITTED TO THE . PROP R T P EN . THE � • AL, P CONTRACTS ADMINISTRATION DIVISION OF AN BERNARDINO COUNTY - I TRANSPORTATION DEPARTMENT FOR AP RIO O LAC T OF • .- _ -M�I� SE ERI SUR OC�I �= '.:- ... BA MATERIALS AND/OR FAC AT�U . .< N 5. AT THE COMPLETION OF PAVING A MATERIALS REPORT .SHALL. BE tar Se`a•LE. , ,. II : :;:::., -. : .-<: •, .' .� .. :. - .. : .. ;.. - - _ _moi,••. - _ • ;... N v SUBMITTED TO THE CONTRACTS. ENGINEER OF THE SAN BERNARDINO �o COUNTY TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: f` :• , I ; ") I (A) R -VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OR AGGREGATE R/W ( O BASES.. }.' 4-d33' 1 I� (B) SURFACING. OIL. CONTENT AND SIEVE ANALYSIS OR ASPHALT 14 2G' 22' It' __ 1ySq� 4•ra' OCo >_ -• 990,02 _,_ • d5o•r�'L, II 6. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT (��ppoSEl� >=x ISTI hIG II VARYING DEPTHS TO WITHIN 0.5' OF GRADING PLANS THE TOP O ' ► SHALL BE DENSIFIED TO 95*. Z_ Is' -G. S' 14", 121 II �PARCEL N 7. ALL LONGITUDINAL CUTS SHALL BE TESTED IIfi ACCORDANCE WITH .THE eS VA - A SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE VAt2tES �/A�tl SAN BERN COUNTY STANDARDS SPECIFICATIONS. 0.87%To 2.7& D. -n% to 3-n% 2.W/110 TO 3.45610 �( -". BERNARDINO AND AND SPECIFICAT ONS �---- 1 s--- "_�' /.T -X fir. Q . lr.3 Frrr�►u' t >r(_!!! EpsE�Eri DILIGENT mmw mow= OPENT '- 8 IMMEDIATELY FOLLOWING REMOVA�r OF EXISTING PAVEMENT, OR DIKE OR - CURB ••AND/OR GUTTER, THE CONTRACTOR SHALL LY PURSUE. . THIS PORTION OF WORK UNTLL COMPLETION. ,�-- 9. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM .THE COUNTY. - '-�--•-- TRANSPORTATION DEPARTMENT PRIOR TO MAKING APPLICATIONS AND :. _ .. .: ::>. . .,. _ ,.• .,. 3 ro ISS UANCE- O A GRADING OR BUILDING PERMIT. 9S , BANANA'..AVENUE- -- -__.. NOT E TE � -- 2.2.3/8'WITH 3/16" WELD 10. TRANSPORTATION DEPARTMENT APPROVAL DOES INCLUDE ESTIMATE 13A TO FACE of ANGLE ONLY °s•rs OF QUANTITIES OR WATER OR SEWER SYSTEM. CONST. a,.c, ove�z AGGh. • t � . '� � Rigor of wo'� pEtR Sott_S TEST - - - - _ _ _ _ /__ _ :_ _ _ _ _ ^ - ( 11. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION 1/4", i"sleet solo _ I DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. Orbl a Teo L 0 12. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR - - • C nlgfln�-Plate Not I s/e F.Ns.�� 1 0 I POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT lis at all Cover note 0 Corea. • Camera - 00 I) SHOWN ON THESE PLANS WITHIN THE LIMITS OF DEVELOPMENT OR IN wELD 1/2 DIa. ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE An le (saw) $/16 Roe Z REMOVED OR RELOCATED AT DEVELOPERS EXPENSE AND AT NO COST rO - 1/q" Checkered Steel ' r B ' Angie IGew1 r. _ Plate tGotir J/ (I 'THE SAN �BERNARDINO COUNTY TRANSPORTATION DEPT. IT SHALL BE r r _DETAIL.e W THE OWNERS.RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 6" A.C. DIKE ' - - - - - - a -' - - - - - - Z N 13. CURB AND GUTTER, CROSS -GUTTERS AND SPANDRELS SHALL BE i/e - assl4, ro II- W CONSTRUCTED 'SO THAT A MINIMUM OF . PONDING OCCURS; SECTIONS ' �° <c . _ °5.26 Tc l39j �• O HAVING GRADIENTS OF 0.50$ OR FLATTER SHALL BE WATER TESTED. IN S � • .�P•` yOO� F. SUPPORT BAR - - 3/16" 3/16" - � Z surroRT BAR c• �g �`•j THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO 5 A A -41 A� 0�1 Q -... '/ }11 2>< 2 x 3/9 ' w1►A 3/16� ACCEPTANCE, .SECTIONS WHICH HAVE WATER PONDING MORE THAN 6 WELD to FACE.ol : PLAN i - z ANGLE ONLY - _ _ T SUPPORT W WIDE,'OR OR MORE THAN 4 LONG SHALL BE SAW CUT. AND REMOVED IN 0' DETAIL C w - - REPLACED TO REDUCE R = LENGTHS NOT. LESS THAN 4' AND R LAC E TO THE - cn Lel MAXIMUM SPECIFIED•. ,:;' PARCEL. 2 See De I "C- I 1 I i ::,..: 14. IF DURING CONSTRUCTION GROUND WATER IS ENCOUNTERED A SYSTEM' 6 Q o 085 Flow Lin of Dil h _. _--•-- - Q.rnO�. W __ . APPROVED BY THE SAN BERNARDINO COUNTY TRANSPORTATION Y. ,.. p 0 • --s --- �. R SAID AREA H Z � �•�' DEPARTMENT -SHALL BE INSTALLED. TO DEWATE AT THE ' 7 S P O TO�a Red SECTION A- A- DIRECTION OF THE SOILS ENGINEER. L!1 WELD 70 ANGLE - - �I d 15. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL 6" s' Io" _ 6' s" Q REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS m DURING ACTUAL CONSTRUCTION. Q -See Detail a i to t>`2"x 6' Anchot Bar : _" 6 . 12" O.C. 1 THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY . AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF QUANTITIES ;�,: t • ', DISCREPANCIES ARISING DURIN CONSTRUCTION, THE PRIVATE ' ENGINEER SHALL BE RESPONSIBLEFORDETERMINING AN : ACCEPTABLE ..',. sere ►x- O.C. I SOLUTION AND REVISE THE PLAN' FOR APPROVAL BY THE COUNTY OF SAN a,ears 18" O. C. ESTMAATED UNIT •DESCRIPTION SECTION B - e: BERNARDINO." ' NOTES .--•------ -- - 9 S.F. A.C. PAVING. OVER AGGR. BASE =' 2• STEEL EXCEPT REINFORCINGBARSSIIAI.I. RIF. GALVANIZED AFTER 1 All I ALL FA BRICAT ION'. 3410 C.Y. ROADWAY EXCAVATION 440. L. F ; 8'r ` CURB & GUTTER PER STD . ;� 115 PARKWAY CULVERT DETAIL � OSid. No. 211 1 - (MO W /STEEL PLATE _ D FIFO SAN BERNARDINO L.F. .8 A.C. DIKE. •PER STD:.. 1117 • II .S ALTE'�NATE lJSE T"O 2/O-�7 U//TiS� •• ;... :. ._ ° ; ._ � : - : <. _ 660.. L.F._ . REMOVE EXIST. 6 .- CHA•INLINK FENCE ` 3= 4 O�E1Y//11CS- 2800 S.. F. CONC. COMM*r DRIVEWAY 949.1 '2 EA. ITEMS ADJUST '.TO :,GRADE T_ -- R... o , ,I I M SQ 49 $ E g8 q .•t i' \ a EA.' MARKERS PER STD. 1304 I " v I I .. _• 10 L.F. :.REMOVE EXIST. A.C. DIKE ;•; '• •!. i `'_ . , �`•' I ' r ti �. .1 EA. PARKWAY CULVERT PER STD. 1211 � r>r=-rAIL- 3/ 0- ' CONCRETE SIDEWALK T',fM C ISR SiC� I B S F � . I I ALTEJ?NATE . USE A; 2�o-A w/rW 3-4'o/�E%Y�N�S I I I 1 I I I I I ,:.�°� 1.� BENCHMARK : Be- 129 . '`• CHIS. "p" 1SLAWO NOSE OF SAN I3EKWAK01t�10 AVENUE EAST SIVE OF C-fgt-Z12Y AYc-I�IUE. . .-INDEX MAP ELE„a-�ol�=1o�e.s26 - SCALE I''=,60' :,- - - T.B.M. r i •GRAPHIC, SCALE,I 60'. EN Top OF St°LKE ' IaN ceWTEKLINE o� 1?) 0A A uE' _ H t4 R _ 60 30 0 60 120 180 _ N C� p "s STATION G + 59 . $q A°i T E o EA T CO - 01= 44.3 • f SEAL ..-SOUTHLAND ENGINEERING • FIELD BOOK REF. ' COUNTY OF SAN BERNARDINO • - STREET IMPROVEMENT PLANS W. NO. 92130 Underground Semice Alert 2200 BUSINESS WAY, STE. 100 CoQ'WOFESs'0' � RIVERSIDE, CA. 92501 ROAD DEPARTMENT ROAD.NO. Calf: TOLLI FREE I �mo w. Mq9 ``& (909) 788- 848$ DESIGNED BY DRAWN BY CHECKED BY APPROVED BY 15.2850 c; Qom' A y AWM AR AWM C N0. A PREPA D NDER THE DATE 4Z2 119-3 �3 PARCEL MAP 14436 FILE NO _ 4 1 •�� e EXP.33193 SUPER Is10 of * SUBMITTED BY C.D.E. TITLE SHEET 98- 99 /� I�/� I�I� ASST. COUNTY ENGR.-ROADS DATE Q SHEET of 422-4133 �f�lF°FNAB\�O��a• RECOMMENDED/APPROVED BY _ 6 BANANA AVENUE I 3 '• ALLEN W. MARTIN {� f Z y� TWO WORKING. DAYS BEFORE YOU DIG R.C.E. NO. 38463 XP. DATE 3-31-93 MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER-ENGR. DATE COUNTY ENGINEER DATE A.P.N. 234-031-03 IleIF Ia -1.- - 02.