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Home My WebLink About4399-1I w 1 V 1_ I w ar i L.d Iv VICINI R MAP SCALE:. NTS - R. Freight FON TAN A SERVICE CENTER FEDEX FREIGHT 11153 MULBERRY AVE. FONTANA, CA 92337 STREET AND STORM. DRAIN IMPROVEMENT PLANS le, Ire j. .4� P�� IF 7 Z No N I� Owl - I' V ' W &I I i �I _ --< < i ;,a,'i i.�•ii :' 5.�.:�zSN.� �. -`. `. ��. �� l:_...'_ •�_�__:c.'€:"_6�`a:I; x' ::1.�iL��ia:a'1a PRIVATE ENG -WEER NOTE TO DONTRADTOR I I C • I. THE EXI5IIINCE rM1D LOCATION OF ANY UNDERGROUND UTILITY. PIPES, CONDUI15. OR AG W- BASE STRUCTURES SMOMM ON THESE PLANSARE OBTAINED' BY A SEJUiCH OF THE AW11LA8LE mw - Saw .. RECORDS. TO TFC BEST OF OUR KNOWLEDGE THERE ARE NODtISiWG UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE WE 1 I PRECAUTIONARY MEASURES 10 PROTECT THE UTILITIES SHOWN ' ON THESE DRAWINGS. THE CONTRACTOR FURtHER ASSUMES ALL WBIUtY AND RESPONSIBILITY FOR THE U11UiY PIPES, . f OOMDUIIS OR SIRIJCit1RES SHOWN OR NOT SHOWN ON THESE DRAWINGS. I - COMRAGfOR AGREES THAT HE SHALL ASStMdE SOLE COMPLEtE RESPONSIBIt11Y FOR I t 1 • < -a. I• I JOB- SITE CONIITIONS DURING COURSE OF CONSTRUCTION-- OF THIS PROJECT,, INCLUDING I '' .'I 1 SAFETY OF ALL PERMS AND THAT THIS REQUIREMENT SHALL APPLY H z � COMIINUIXISLY AND NOT BE LIMITED TO AORMAL M10RKIN6 IiOURS, TWD THAT THE I W � I :3 1f F 4 CONTRACTOR SHALL DEFEND, -INDEMNIFY AND HOLD THE COUMY OF SAN BERNARDINO AND v W' THE iN1Y OF FONTANA. THE OWNER AND THE. ENGINEER- FIARMLESS FROM ANY AND. ALL t 1.4181U1Y. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS FEET PER SECOND PROJECT..EXCEPIWG FOR WBIUTY ARISING FROM THE SOLE NEGLIGENCE OF" THE OWNER . J1 OR 1HE QrdNEOt, IMPROVEMENT I UNAUTHORIZED CHANGES AND -USES 14 :.� it t it 1 I L L LENGTH THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR I I I UNAUTFIORIZEO CHANGES70 OR USES OF THESE PLANS. ALL CHANGES TO THE PIANS LEFT MUST BE. IN MIRRMIG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES WARNING!!!! THE LOCATION AND ELEVATION OF EXISTING. PIPELINES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. IT- IS THE F43P.ONSIBIUIY OF THE CONTRACTOR TO DETERMINE EXACT LOCATION AND EMA'TIO N OF THE PIPELINES PRIOR10 TO ANY GRADING OR E. CONSTRUCTION NEAR EXISnNG PIPELIN N ON CAM UNDERGROUND. SERVICE- ALERT 48- HOURS PRIOR TO EXCAVATION TELEPHONE NO.: 1-800-227. —2800 Underground Service Alert FRERENCHMAIIKE Call: TOLLREE TEMPORARY BEI`�84 K ID -#5 — CM- OF FONTANA, 1-800-227-26WA SANTA AIWA AVENUE, CROs. OF, BAAMA AVENUE. NORTHWEST CORNER, RAILROAD - — SPIKE IN POWER POLE #32091 GE. . TWO •WORKING DAYS BEFORE YOU DIG ELEVATION = 959.41' I I THE ... L_ oEsso STREETIMPROVEMENT INDEX Q�pF ESQ� - ��, .%�0 0s/. �, •., 1 TiTLE ' SHEET k� DE 2 GENERAL. NOTES No 4 ; z 3 MULBERRY. AVENUE —STREET IMPROVEMENTS c� No.. C 60334 ! ' rn ` 4 CALABASH AVENUE — STREET IMPROVEMENTS 5 MULBERRY AVENUE — STORM • DRAIN IMPROVEMENTS W Exp. 6/30/10 s__,]`� Exp. 06/30/2011 6 STORK DRAIN DETAILS CIV I\- `''•`OF CA1-\�O r �D � SHEETS 3 dt 4 SHEET'S 1, 2, 5 & 6 PREPARED BY: PREPARED BY: PREPARED FOR: TRANSYSTEMS CORPORATION BUREAU VERITAS NORTH AMERICA, INC. FEDEX FREIGHT WEST, INC. ATTN: JE ROME DE VE RR,I E R ATTN: DAVE COOPER ATTN.: MR: PATRICK. BROWN 2400 PERSHING ROAD 11590 WEST BERNARDO COURT 2200 FORWARD DRIVE SUITE 400 SUiTE .100 HARRISON, ARKANSAS 72601 KANSAS CITY, MISSOURI 64108 SAN • DIEGO, CA 92127 (870) 741-9000 _(0j s)_s329- - - -(858)-451-61 0 (870)=391 -7396 -FAX (816) 329-8602 FAX (858) 451-2846 FAX ABBREVIATIONS AC • I. AB AG W- BASE ....... ........--------------------- ♦..... ................L_____ mw - Saw .. I 1 I CFS . f CL - I 1 t 1 • < -a. I• I ELEV, EL .'I 1 EOP, EP z � I W � I :3 1f F 4 FL v W' . I t FPS FEET PER SECOND HGL . J1 IMP IMPROVEMENT INV 14 :.� it t it 1 I L ABBREVIATIONS AC ASPHALT -COMMM AB AG W- BASE SSW BA6K OF SIDEWALX _ OW. -mm OF :WALL CFS CUBIC FEET PER - SECOND CL CENTERLINE D/W pRIVIEWAY ELEV, EL ELEVATION EOP, EP EDGE OF PAVEMENT EX EXISTING FL FLOW UNE FOC FACE OF CURB FPS FEET PER SECOND HGL HYDRAULIC GRADE LINE IMP IMPROVEMENT INV INVEiTT L LENGTH LF LINEAR FEET IT LEFT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PCC PORTLAND CONCRETE CEMENT RCP REINFORCED CONCRETE PIPE ROW, . R/W RIGHT—OF—WAY RT RIGHT S SLOPE SD STORM DRAIN STA STATION STD STANDARD T -TANGENT TB TOP OF BERM its TOC TOP OF CURB TX TOP OF CURB AT DRMEWAY TRANSMON DELTA LEGEND CHIEF', TRAFFIC DIVISION DATE' �- PORMAND CONCRETE T/SIDEWAX- ... ..... = .................. ....:.v :................ LIGHT• QiJTY -ASPH&I T CONCRETE Q PROPOSED CURB —INLET. DEPARTMENT OF PROPOSED CATCH BASIN 1 LATERAL ALIGNMENT OF STORM LINES PRUI''OSEQ HEADWALL ® PROPOSED -RIP RAP - 2 CURB GRADE ADJUSTMENTS P� STORM DRAIN' SS. JO --- CM - DC PROPOSED CURB' AND GUTTER ENTRANCE DRIVE REVISIONS PRO AC DIKE ---- R/V1 .�----8pp_--- MAM — CONTOUR + 07.26 SPOT 'GRADE is Bpi MARK LOCATION ..-X CHAIN Lark FENCE . MARK REVISIONS EXISTING TURN ARROW LAND DEVELOPMENT ENGINEER DATE EXISTING MERGE ARROW . LINE OF* SIGHT TRIANGLE STREET ARE LINE -cap SEW TRIIwGI E. SWEVAK ARElk S off EXISTING SEMiER MANHOLE Y wv ExISTiNG WATOR• VALVE GV EXisnNG GAS VALVE F EXISTING FIRE HYDRANT • EXISTING POiIElt I = EWSIM STORM- DRAIN --- .W ------- EXISTING* WATER UNE ------ s ------- EXISiING SEWER LINE OH • EXIStlNG OVERHEAD POWER LINE EXISTM "EDGE OF PAVEMENT - EXISTING CENTERUNE SECTION LINE EXtONG R/W CONSTRUCTION NOTES (DSAWCUT NEAT EDGE OF EXISTING PAVEMENT 'tiD. FORM A SMOOTH JOIN. DETAIL 1 THIS SHEET. Q 7' PORRANO CEMENT CONCRETE°RAVEMIENT ONFR 8" COMPACTED AGGREGATE BASE. CLASS 2 PER GENERAL NOTE 8. 03 ASPHN.? CONCRETE PAVEMENT OVER COMPACTED AGGREGRATE BASE, CLASS. 2 PER GDdERAI. NOTE. 8. Q CONSTRUCT 8" STANDARD CONCREtE CURB AND GUTTER, PER SAN BERNARDINO OOUMY STD- 115. Q f:ONS1RUCT COMMERCIAL DRNEWAY W/CURB RE1URNS, PER SAN BERNARDINO 00{NJ1Y STMIQRttD 1298: 08 CONSTRUCT 4' MODE X 4' iHigC P.C.C. SIDEWALK PER SAN BERNARDINO t:04JN1Y SID. 109. TYPE B. 7Q EXISTING STREET LIGHT'S OUTSIDE COUNTY UMI15. 08 CONSTRUCT -SIDEWALK RAMP PER SAN: BERMARDINO COUVIY StD. t 10. Q INSTALLPERMANENT ROADWAY DELINEATORS AT 15 LF. SPACING PER SAN BERNARDIPW COUNTY PUBLIC WORKS DEPT: AND MUTCD 2003. SECTION 3D.02 7HRU 3D.04, FIGURE 3D-101. 1� SEE 5HEE15 5 OF 6 AND Ba OF 8 FOR DEUILS OF STORM WATER STRUCTURES ANO CONNECTIONS TO EXISTING STORM WATER COCL"'-ECT10N SYSTEM. INSTIILI. SOLID WHITE'LME STRIPING. MATCH EXISTING STRIPING AND CONNECT.'TO EXISTING StRIPING PER MUTCD 2003. FlGURE_3A-10Z EXISTING STRIPING TO BE PROTECTIN PLAGE REDUCE STRIPE IF NECESSARY PER MUTCD 2003. EXISTING PAVEMENT STRIPING TO BE REMOVED. Q LINE OF SIGHT TRUWGIF. ALL SIGHT RESTRICTIONS TO 8E CLEARED WITHINSIGFIT TRUINGIE PER HIGHWAY DESIGN MIWWl�11.., TOPIC 405. SECTION 405.1 AND TABLE 405.1l1. TRUCK 'TURNING DIAGRAM PER MUTCD 2003, FIGURE 407C. EXISTING PAVEMENT TO BE REMOVED AND DISPOSED OF IN MI APPROVED LOCA'fION. CONSTRUCT 32.32 L.F. O.F. ASPHALT DIKE PER SAN BERNARDINO'COUNTY SM. 117. EXISTING 4" WIDE STRIPING (YELLOW). REPLACE STRIPING MID CONNECT TO SAME. IF NECESSARY PER MUTCD 2003, FIGURE 3J1-101. REMdVE /WD REPLACE EXISTING MAILBOX. CONSTRUCT 8' WIDE X 4' THICK P.C.C. SIDEWALK PER SIW BERNARDINO COUNTY STD. 109. TYPE C. Q 24 CONSTRUCT 3' WIDE PARKWAY CULVERT PER SANABERNARDINO COUNTY STD. 214. TRANSYSTEMS CORPORATION AND BUREAU ' VERITAS NORTH AMERICA,, INC. MAKES - NO . REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES ARE PRELIMINARY ESTIMATES AND FOR .PERMIT PURPOSES ONLY. - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OR HER OWN QUANTITY ESTIMATE FOR CONSTRUCTION - AND OR COST PURPOSES. THE ENGINEER • SHALT.. NOT BE RESPONSIBLE FOR' ANY DEVIATIONS 8ErWEEN ESTIMATED QUANTITIES AND. THE ACTUAL QUANTITIES AT .THE TIME OF CONSTRUCTION. -QUANTITIES 4,942 yds AC/131261 Ards A8 959 LF 1,728. SF 3,759. SF 215 SF 14 SEE SHEET 5 223 LF AS REQUIRED 354 LF W5 S 32032. LF AS REQUIRED 6 4,005 SF CiTY OF FONTANA DEPARTMENT OF 'ENGINEERING wrwA41'rWIAl 417y w/ VED By.. 5 0 (- _zo- ENGINEM RCE 51152 DATE I= 391 NO OF §MEETS STREET AND 'STORM DRAIN IMPROVEMENT PLAN I W.O. NO. FEDEX FREIGHT aoAn No. g»so JS FONTANA SERVICE CENTER FILE No. 110-112 TITLE AND INDEX SHEET -SHEEP1A OF 6— CUPW136-112 AP 236-151-67 CHIEF', TRAFFIC DIVISION DATE' FIELD BOOK REF. COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS 1 LATERAL ALIGNMENT OF STORM LINES JEH 01/06/10 DESIGNED BY DRAWN BY *CHECKED. BY 2 CURB GRADE ADJUSTMENTS JEH' 04/21/10 SS. JO --- CM - DC APPROVED BY: ENTRANCE DRIVE REVISIONS JEH 04/21/10 R COMMENDED/APPROVED BY: ASST. DIRECTOR OF PUBLIC WORKS DATE lO MARK REVISIONS JAPPR DATE LAND DEVELOPMENT ENGINEER DATE DIRECTOR OF PUBLIC WORKS DATE -QUANTITIES 4,942 yds AC/131261 Ards A8 959 LF 1,728. SF 3,759. SF 215 SF 14 SEE SHEET 5 223 LF AS REQUIRED 354 LF W5 S 32032. LF AS REQUIRED 6 4,005 SF CiTY OF FONTANA DEPARTMENT OF 'ENGINEERING wrwA41'rWIAl 417y w/ VED By.. 5 0 (- _zo- ENGINEM RCE 51152 DATE I= 391 NO OF §MEETS STREET AND 'STORM DRAIN IMPROVEMENT PLAN I W.O. NO. FEDEX FREIGHT aoAn No. g»so JS FONTANA SERVICE CENTER FILE No. 110-112 TITLE AND INDEX SHEET -SHEEP1A OF 6— CUPW136-112 AP 236-151-67