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HomeMy WebLinkAbout5871REF -ST-940-2LEGEND AC ASPHALT CONCRETE BCR BEGINNING CURVE RETURN BF BERM FACE BX BOTTOM OF DRIVEWAY APPROACH CF CURB FACE ECK END CURVE RETURN FG FINISHED GRADE FH EXISTING FIRE HYDRANT FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK PCC PORTLAND CEMENT CONCRETE PP EXISTING POWER POLE RW RIGHT-OF-WAY 5GN EXISTING STREET SIGN 5TL EXISTING STREET LIGHT 5MH EXISTING SEWER MANHOLE 5TA STATION TC TOP OF CURB WC EXISTING WATER CAP X.XX PROPOSED ELEVATION (X.XX) EXISTING ELEVATION PAVING LEGEND PROPOSED PCC PAVING PROPOSED AC PAVING REMOVAL PROPOSED AC GRIND 4 OVERLAY EXISTING PCC PAVING CONSTRUCTION NOTES , EXISTING GR U D IE XIS ING G OU D - -- - O O FU U L - = ; I SOP URZ - - - I CURB R 3 ' LT 00. (F OWLIN -Cr.SG%) F O ' LI I -- U_to I 'L I O � ir-0 NE .25 FLWL NE 1 LI) �1 01 + _t ' ' � -�-tea-- �Ca � � , {n -- - - - i - I- cn2 — N I {� W J _ I m - -.0 � I _ — i— — — - (o_ o%a) 7_ ' cro. 0%) I c 0.�2%) ! �' 1 1 �? m �. (�— — — — — — _ _ 1 1 --�- ! _ — i — — — i `— -- -- ! CNI - EXIS ING� FIN 5H D - - - - -- -- � - tL S U EXI TI G_FiIN13t1E -- 5U A E RO N , -- -- PROFILE — f I HORIZ. 1" = 20' - , VERT. I T_ I— 3+00 OI INSTALL 5" AC OVER G" CLA55 II BASE (13,390 SF) PER CITY OF RIALTO STD. 5-100 I I (DCOLD PLANE * OVERLAY (0. 1 7' MIN.) PER DETAIL, SHEET 2 I �� O SAWCUT EXISTING PAVEMENT REMOVE AC PAVEMENT i ® INSTALL 8" AC BERM PER 5PPWC 5TD. 1 20-2, DETAIL D 1-8(200) 9U INSTALL MODIFIED DRIVEWAY APPROACH WITH CURB RETURNS PER CITY OF RIALTO 5TD. 5C-2 14 (W=A5 SHOWN) i w IF I SCALE: 1 "=20' 0 20 40 GO UNDERGROUND SERVICE ALERT CALLJOLL FREE 1y-800 22 / -2600 TWO WORKING DAYS BEFORE YOU DIG Zo Q APN 0240-1 G 1-35 Z v a O - �N� 0 V I a t� tt4t5) 3+50 iu � IIIN , 4+00 4+50 5+00 APN 0240-181-14 �2z�cDGj -_ �OQza- �m�m�� NQ�pLUIn n L6 O CIS E- N C?m - }��51 + m - �>n m @)m om Om o0 5+50 G+00 'e c VARIES GRIND 0. 17MIN. 5, I O, SAWCUT REMOVE +EXIST. PAVEMENT EXISTING PAVEMENT OVERLAY 0. 17' MIN. -\ W/ TACK COAT EXISTING PAVEMENT NEW PAVEMENT H COLD PLANE & OVERLAY DETAIL 2 NT5 LL — I APN 0240-181-13 zi m SEE D\TAIL'A' m ,rtt4t5)�'"�f Q ^ m- SHEET2m +ot-U O W Q� O O EXISTING R/W Q u� T - '� N + ic. EXISTING K/W + If CURB LINE `� x X x 14' FUTURE CURB LINE _ -----��� x x x A M — ' — — 3' TRANS TION 9 i WC �S6N 8 u �� FROM 0"BF TO 8" BF EXISTING CROS5 GUTTER } 0.52°1a w we ewC -� WC,* WC EXISTING EDGE OF PAVEMENT 40' I 50' I w 45 /P a' 3G' 3 G c� Q5 C� ROAD �w z 3 2 14" Wt� !� � 14" W 14" WATER 14" WATER 14" WATER — f 4" W,+ 14" WATER W G" GAS z j G" GA5 G" GAS G" GA5 G" t� G" GA5 Q — ' G" y✓AT C- I G" Wes: j -j-O I G" WATER I G" WATER I G" WATER I G" WATER 16" W "z ! G" WATER— wCWC � WC WC cn ,n � 47' cn Q + �- __ _ GO' WC c�, G0 - --_ -- -- o z N 0Io EXISTING CURB -- ---( 1 ` 1 `�) ^- - f EXISTING CURB n STL 1414 _ - -..._ - --- s GUTS_- _ -...-__.--_ GUTTER — � _ �-, �} �1411 _., 'I / EXISTING R/W APN 024 I -25 ! -O I APN 024 I - 122-48 APN 0241 122 47 MARK I REVISIONS DESIGNED BY: PF DRAWN BY: PF CHECKED BY: MT ` 2 24' WATER--f------ x N(C110 Do9� riS X 00' 66 E g9FS p� gs�CN ° I `�j>FS O� O�� F 3 -�- Q M V WATER 1 4" WATEF — G" GAS G" GA5 ;'WATER i 6-" y SMti U U EXISTING EDGE J OF PAVEMENT W_ I CITY OF RIALTO - BASELINE - �z 4� CITY OF FONTANA N89 463 I E J 5 -�- o { ! 415)--.`_".� CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN CURVE DATA MONUMENTS FOR ESTABLISHING CENTERLINE: DRAWN BY: WAREHOUSE/D15TRIBUTION FACILITY SCALE: PF STREET IMPROVEMENT PLAN AS SHOWN ® A= 94.00'00" INTERSECTION OF BASELINE ROAD * PALMETTO AVENUE (WEST): R= 14.00' FOUND 5*W, LS 54 1 1, PER CR 308-01 2. DESIGNED BY: BASELINE ROAD DATE: L= 21 99' INTERSECTION OF BASELINE ROAD * TAMARIND AVENUE: FOUND 5*W, L5 54 1 1, PER CK 308-01 1. Q�Yt;5510Nq< O F PATRICK C. G, FLA GAN, JR. y No. 8G 4G rn iSJ ST CIVIL PF CHECKED BY: APPROV BY:. MT CITY ENGINEER �►��' = .T�111P►III:��:I�CI11J�►1Y1F.'�IIP►i17�i RECOMMENDED FOR APPROVAL BY I,1�J►Z11�/�II�C��� % 8/7/ 19 /�� I� DRAWING NO.: �. R.C.E. 51152 DATE %3 WOOD ENGINEERING: T= 14.00' • land planning 9 8 • civil engineering DATE' • landscape architecture phone 909.748.7777 m fax 909.748.7776 i �// thatc er engineering s associates, inc. 1461 ford street, suite 105, redlands, ca 92373 DATE BENCH MARK. ELEVATION=1,418.045' USGS & GS DATUM OF 1 DESCRIPTION: CITY OF RIALTO BENCHMARK NO. 053-88: Io r BRASS DISK SET IN THE TOP OF CURB, 18' EAST OF THE CENTERLINE OF ALDER DATE AVENUE, 500't NORTH OF THE CENTERLINE OF BASELINE. J DETAIL 'A' 1 "= 10, CITY OF RIALTO WAREHOUSE/DISTRIBUTION FACILITY STREET IMPROVEMENT PLAN BASELINE ROAD STA 3+99.24 - STA 6+50.00 CDRE HOLDINGS 11 LLC PPD No. 2018-0021 EXISTING 4' HIGH CHAIN LINK FENCE PROTECT IN PLACE Jx 3' TRANSITION FROM 0"BF TO 8" BF EXISTING MAIL BOX PROTECT IN PLACE o, OF SHEETS I G2005Rab 8/7/ 1