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HomeMy WebLinkAbout5356-1 ? 100! YC i . +- -_ -.-:-.. .-. - ....�._._ . . _ _.. H J t-.. :... t 4_ ? S t ___ __-. i. __ P 1. 2 .- P S :83 ¢__T aC-:� a.: - C $ I 1 t fL_:- r- w. z : . 4- a BY OTHERS : • m , , t f 'j-. _. - _._ a •IL , 2 , $ V n ,b , <. • OQ r >-._. 41. T- -.r <. T± -J a. _ _.._.. __ _- __L- 44 • • • oz. • ps. , , i , i ao W .T< ( • TYri!Th _ rKm uEn -- ¢ � __ eO - ..m. .. W - t.t Gen. ._.. ., e i [ ;- _ -- > ::: la • �. - f t , W , l 1 { Om Om O O - i. _ i MN _ GRADE > V- - _ N .-I N .••p t O 0; :... 1+..--t .._ . n-_=_ ; . -- . ...1_ ...:.. .....__-_- - .. - as - ( S:._. + - - _ - - -- T - In . -.__. ii ______:_____:: i } - - .0 aCIFUT RE TQ i anti 3 A. - 3 - ....-1.11- c� • . , • 1,9- Q t • y • i I t , i' l'-4. L.. 4. ... ---' - . : . , 1. r , - f - - _- Q Y 100 VC• ; - - I t s-�- tV - i PROPOSED TC.. T • 31.42 31:42 PC •_ 1.22 _PI _' 92.17 s _ a .. reg > x Q pp•�� # A/4: 1 E ROPOSED- BY OTHERS V # f y 1,--__ . _ P w a a IAI4�796� �786• �. \ • - 1 Tr TYP TYP 3. 1.:4 ... t u • BY _OTHERS > m o < j (F d •• p4 - i - t - t -,- t ¢ f f • J1 ill • f w W i N 6� F �. m f o J J `_ a ._-: W) N. . . .. N .i_.�- : Y.. < , £ Q Ili !4 1 { ... 1 -- ` - - _ .. • i i _ _. k yr. -�• ._ k... • T -- L _--- -#- { • --til i----H-"--13/43. t t } , m < ,. Oj.. j _.f9 = 4 ¢ C -.2_ , _� } y - :.�. �._ _O - t ... � -,AN J'-_ �:J -a--'T 1 _ . J i 1II-4.4o t - i! !ifiIIPLt ' Ufa- • s`• gb - • --_;. - <- ..b•• • • er - - o __._ _ y `f FUTURE 9t. _N'� - __ t tv2Z9 • • ADE - O.202 : < -- 0.391 • ,f FUTURE ---� cT- � - .am , .. ` ,,.....4___.___+.9 { • , I a i PE a, i I 1.22 PI 91.83 ___ , _ ' -.t. . . - ., 1-_ .. ; 7.79 46.45 . I EXi TIN (RADE: A -I ; t - I > - .4 LO BY_Oi4EHs__ :_ "� ... m f1RVWAX SUAVE flETURN:' flEQILS; o -. _:__`. f - _ HORIZO TA -11111-2• 20 Y RT CA ... { o 1 _ r K __.L...1 _ 4 . • A u W tL tL • I o , -4- - - . -- U O `- .- _ - U 01 -_1. U ,,.q ,.- .._. U --•-_ _ .._..0 ,,;� -- i... Jr- ---i• F { _ • ._. _ Z- I :Tit _ _- - > t _1._ I t _,___I. ' , I . -1 4 Smil , 3 i . ,, • • • ,TTO- U U U U # 11 T 1�_ , -._ ' t U). : - tM - :- N F - ___ ..N F-... IID I- V' _ - -- I-_._ - ' --;. . -r -r - _ a E _._ -0... m M ,..j >. M d-__. .... : __ M N !O .._ f 'r t - O. ill i'• o # _. mtli I •--- �t- # 10: T-- - t ice.:. t W _;.... t OZ -r r. {...-+ - - - _ ; Tom- +. . __ ® ---t�--- § _ ._._ ® __._ 0). 0) M M O _w;. . ' , > _ _• l0 4. 1 - -- T 7 # L. T sex : • ( ( • _ - -) FUTURE GRADE 0ME I rf _ 99- ter- _ _ mot iiienti ,. �-- ,. _ j - __..... - . ,_ --- ,:: , .:"`moi. lial 3 r� •tit sr T x 0.93 I ._1 F---- - ; _....� r- T ?/. P OPOS Y - _ -- -F T - . ; R EO_B OTHERS • t ; 1- . -�- - , - - �_ . T • I , L. a. --- _ _ `.. •` , t. Z 1 r r r _ 'r__ Imo'' _ __ .;. �I- -T{ } r , i SIM - } oill I� > J i - L H t r F I T j t T �_ , F T_ I • _1 • • _-• 1 t - -II mil ... ,_ • 4 F r { PROF LO Mg tilill- Ell • . • ,.. . • • - VERTICAL 4 - i 9 F • p o ; # o coN _ yt- { , le -I -Ir-- I ,_ t I Ein ME ; I y. '. 10 U # CO p I- I • I --- - t , , -4 m ;- -- ;__ _. - - -;.-) W - - 4:. ma I I ; e < ' a T d. a 128 129 . 130 131 132 133 134 135 136 CONSTRUCTION NOTES PROJECT LIMITS GENERAL NOTES _ I. ALL WORK SHALL CONFORM TO STANDARDS AND SPECIFICATIONS OF THE COUNTY OF O SAN BERNARDINO. CONSTRUCT 8. CURB & GUTTER PER S.B.CO. STD. NO. 115 SAN BERNARDINO AVE 2. A PERMIT FROM SAN BERNARDINO TRANSPORTATION DEPARTMENT IS REQUIRED PRIOR (4: CONSTRUCT A.E. PAVEMENT OVER BASE. TO ANY CONSTRUCTION IN COUNTY RIGHT OF WAY OR EASEMENT. S. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND. AND TELEPHONE OR POWER O CONSTRUCT INDUSTRIAL PCC STREET-ENTRANCE-TYPE DRIVEWAY VALLEY BLVD POLES. WATER METERS. VALVES, HYDRANTS. ETC. • SHOWN OR NOT SHOWN ON THESE 3 APPROACH PER S.B.CO. STD. (W = 48' ) DRIVEWAY CURVE RETURNS PLANS WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE A = 90'00 IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, PROTECTED OR RELOCATED O AT DEVELOPER'S EXPENSE. AND AT NO COST TO THE COUNTY OF SAN BERNARDINO . 4 SAWCUT AND FEATHER PAVEMENT 2'MIN TO FORM SMOOTH JOIN. R = 20.00' SAN BERNARDINO FREEWAY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO L = 31.42' AVE NOTIFY ALL AGENCIES CONCERNED. O INSTALL MARKER PER S.B. CO. STD 304 ( 1 EA ). T = 00' 4. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY w w w DENSIFICATION TO 902 RELATIVE COMPACTION (R.C. ) AT VARYING DEPTHS TO x 132+10.5 PP NO 326578E i i i WITHIN 0.5' OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95% RC. 7 ' 130+14 PP NO 2308894E 131+78.00 t DRIVEWAY TO BE RELOCATED BY OTHERS n } sj } S. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED 3 ° TO BE RELOCATED BY OTHERS V = 48' x • i 1 rF LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE COUNTY STANDARDS 5 r 7 131+48.50 WATER METER x 132+22.00 �K 132+f8•00 END CURB & GUTTER M J a AND SPECIFICATIONS. 1 L9+79- CATCH BASIN (BY OTHERS) t J x 90.-3 TL b9.54FL x 40.33.'(0 89.6E PL '6 i GRADE BREAK 89.84TC rF TO BE RELOCATED BY OTHERS x JURUPA AVE 6. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, DIKE• CURB AND/OR + a m m 131+34. EGR e? x'° 90.05•EPEND TAPER GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF THE WORK UNTIL COMPLETION. a ' �S 4$r: %+1110 89.46 FL T x O n x 134+09.6 PP NO 1654382E VICINITY MAP NO era 7. A SOIL STERILENT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. e v v o x TO BE RELOCATED BY OTHERS I SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR © + 1-113••• © © x (FUTURE) THE FULL PAVEMENT WIDTH PRIOR TO PAVING. PROPOSED BY OTHERS k * s N r x . _ _ * • . i• XV E O FyFlICEY . . R/W 8. ADEQUATE TSTAKES THE OSHALL BE SET BYGTHE EENGINEER TO ENABLE THE CONTRACTOR TO CONS. ti L is,,,�� - --_- _ _x__ _ - 1_ ��e - _- _ - -- - P 9. ALL0.40% OR LESS CURB GRADE TO THE NLINES SHALL BE STAKED AT 25' INTERVALS AND _= g- - - -"r� H _ _ - --- -- ..... - - - -- -- -- - -- �- - -- ' FORMS CERTIFIED BY THE ENGINEER BEFORE POURING CONCRETE. Ilio t_ a.,XX41TIIiNSL RLQ-- LNC -In 10. AT THE COMPLETION OF ROUGH GRADING. A MATERIALS REPORT AND THE PROPOSED • W- O" , �. , �Pw 3 PP c��,��$� STRUCTURAL SECTION SHALL BE SUBMITTED BY THE ENGINEER TO SAN BERNARDINO m ��-..../ - h._0.1/4.,.111 \`����� � \ j EXIST F/L COUNTY TRANSPORTATION DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL "" •" '•' -"-� "- --"- -���� •• • '" ••• -••• ••• 10 GAS ••• WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 128 r 1a9 130 131 132 173 134 d35 136 - �/I T 1'I U . ' T i -�. 11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL, COMPACTING ORIGINAL GROUND.0... . .. ... 10'GAS - AND ALL SUB GRADES SHALL BE PERFORMED AT NO COST TO SAN "' "' "' "' "' "' "' BERNARDINO COUNTY. A WRITTEN REPORT WITH THE COMPACTION TESTS WILL BE -a.` -a' a'� ox L -�� y -�� -'� -�- A -� �� a �- �� N` SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF SAN BERNARDINO m --' EXISTING EDGE OF PAVEMENT FOR APPROVAL. PRIOR TO PLACEMENT OF I o �p -- lel o .. 0 12 VA a NG 12. IA AND/OR SURFACING. TRANSPORTATION ON DEPAR BASE MATERIAL - -�� - - -4--- 1 �3s� AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO J ( i I THE CONTRACTS ENGINEER OF THE COUNTY TRANSPORTATION DEPARTMENT LISTING �� I I // I ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY A) R-VALUE, SIEVE ANA- T H FUTURE R/W LYSIS AND SAND EQUIVALENT OF AGGREGATE BASES: B) STABILITY, OIL CONTENT, [.1 '0"4:1m) , I I I I// AND SIEVE ANALYSIS OF ASPHALT SURFACES. -.11S1 �I Ip 1S. EXISTING COUNTY ROADS REQUIRING RECONSTRUCTION SHALL REMAIN OPEN FOR •-.•M oI II TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING CONSTRUCTION. 'I SPECIAL NOTE TO CONTRACTOR CD CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 14. A MMIINIMUMBOF' PONDIINGOCC SECTIONGUTTER AND S HAVINGDRELS SGRADIENTS OF L BE SO CONSTRUCTED 502 OR FLATT .mi--0-50'RI '' 50' 11111 L FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS TER SHALL BE NATER-TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY II PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIRE- PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 8'WIDE pl III _ , MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS OR 4'LON8 SHALL SAWCUT AND REMOVED IN LENGTHS NOT LEGS THAN 4' AND ft III AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER. REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. THE COUNTY OF SAN BE•NARDINO AND THE ENGINEER HARMLESS FROM ANY AND ALL 1:3 - L )6, LIABILITY REAL OR AL EGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON - 15. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDED WATER OR SEWER SYS- - PROJECT. EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE TEM OR ESTIMATE OF QUANTITIES. ° " 104' OF THE OWNER OR THE .1GI EER. 52' 52' SCALE i' = 40' 1 .1 1/1/117 12' TO 16' VARIES 36' TO 40' - 1/4 1 VARIES - 11'* 141+ 4I -- �� ------_-----II ii;OFERS/b-ks:A � FIELD BOOKREF. 1 dQ(0.6-2.6z) 0.12't r JCP ASSpCIATES 6PCOUNTY OF SAN BERNARDINO W1O -f1 - 117III- .7-1IIIIIIIIIIIIIIIIIIIII f_____ i � yO. l _ ROAD DEPARTMENT STREET IMPROVEMENT PLANS 1(IIIII1 ........ T.i 4480 SEVENTH STREET , i' DESIGNED BY DRA N BY CHECKED BY S L 0 V E R AVENUE ROAD NO. = IIII- :. ---I I s. ♦ APPROVED BY -1111 ., EXIST RIVERSIDE CA 92501 -24231760800 x ,;- • FUTURE L I cc * EAST OF MULBERRY AVENUE 111 2) TYPICAL SECTION • 12/31/89 SUBMITTED BY 0714 ) 682-0160 4 FILE NO 0 NO SCALE CjYj1 !�� C.D.E. ASST. COUNTY ENGR.-ROADS DATE • 1 s J. 3 / _ J. O 3 137- 138 RECOMMENDED/APPROVED BY SOF cALZF FONTANA Cel SHEET of T . I . = 7 . 5 to � b t � E o►�u.00i ie- ¢iti�ho 6 • 16 • 85 APN 23s-D1i-08.09 1 MARK REVI IONS A. R I J,4-c „ ASST_ ROAD COMMFSSIONER-ENGR. DATE COUNTY ENGINEER DATE g- 5356-1