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HomeMy WebLinkAbout1368-1SHEET NO. 3 WEST FONTANP\ CHANNEL_ ,5"EETMo. ' CITRUS AVENUE STORM DRA I N SHEET N0.8 IV~ AVE I N THE CITY OF FONTANA SHEET ND. Co dEN 'BEST FONTANAT. CHE2IM0YA AVE. -SHEET No. 5 RROW TO FOOTH I LL SHEET No. q-• ,V E. ;ANla E CT ITTFZAM CT A.-" QS.F SHEET No.2 INDEX AND VICINITY MAP Q U� VARIES , MAX. = 21 ' Olt 3 MAX. PAY LIMIT OF A.C. REMOVAL = 15' LIMIT OF VARIES VARIES �IL L.C. OVER MAX. = 75' MAX. = 7. 5' a. p AY EX IST: A.C. sA wcu7• - \7,, VARIE 5 MAX. N. T. S. W �•- J �W 3 MAX. y LIMIT OF" }U A.C,YOVER a 0 -SAINC UT COMPACTION PER SHIELD OR SHORIN&r CITY STD. 131 (2" N REQU I RE.D I _ inn Z + 81" RCP (WALL THICKNESS = 0.5�' ) ,..: "+> ll CASE LQ. PER �--.A.C.F.C.D. ; WPF--STR 2 - D 177 � 10l 010 TRENCH EXCAVATION DE:TAIL_ N. T. S. VARIES MAX. 28 ,. 3 MAX. LIMIT OF 4.C. OVER4Y SANCUT- PAY LIMIT OF A•C EXIST (OVAL= 2- 2' 1, '�3' MAX. LIMIT OF I 1 ` A.C. OVEP!LAY A . G . _,�SANCUT - et 'I' MAX. i I SHIELD OR SHOIzIN6r REgU I IREp 8" SEWER (EX 214N 24" IT SEWER (EXISTIN6, Pp-DTECT) C 0'� PP-DTECT 0 /z X IZ SINGLE BOX CULVERT _ EXCAVATION AND ' , f5ACKFIL.L DETAILS i I a PER CA L.T;E!A N S S-TD. A6:>2-E FRENCH EXr-AVATION PETAIL N . -T S *DISTANCES ARE APPROXIMATE -VERIFY CALL UNDER GROUND SER4ICE ALERT D48 HOURS BEFORE YOU DIG 1-800-422-4133 CHANNEL SHEET INDEX TITLE I PLAN t PROFILE 2-7 DETAILS 5 �9TVI-I PI N C1 PlIAN19 05- I D GENERAL NOTES: 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENT'S SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENT'S OF THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND CALTRANS SPECIFICATIONS AND STANDARD PLANS WITHIN FOOTHILL BOULEVARD RIGHT-OF-WAY. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM CITY OF FONTANA, ENGINEERING DIVISION, PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS 1'0 THE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. A 6. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS, THE I R LOCATIONS ARE SHOWN l N AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE 1'0 EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. UTILITY LOCATIONS POTHOLED BY THE CITY .ARE SHOWN IN PLANS WITH A SOLID TRIANGLE. • 7. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED .AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS . TRENCHES LESS THAN FIVE (5) FEET I N DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENTMAY BE EXPECTED. 9. THE CONTRACTORCS) SHAL.L. ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM CAL/OSHA . A COPY OF SAID_ PERMIT SHALL BE ON FILE WITH THE CITY PRIOR TO COMMENCEMENT OF WORK. 10. IMMEDIATELY FOLLOWING REMOVAL. OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER THE CONTRACTOR SHALL. DILIGENTLY PURSUE THAT PORTION OF THE WORK 1'0 COMPLETION. 11. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER SHALL. BE INSTALLED 1'0 DEWAT'ER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 12. NO TRENCH BACKF I LL SHALL. TAKE PLACE WITHOUT PRIOR APPROVAL OF THE C I T'Y' S INSPECTOR. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL. INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL UNTIL. SUCH TIME THAT THE GRADED SURFACE PRESENT'S EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 14. LOCATIONS OF FIELD DENSITY TESTSHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT 1'0 PROVIDE REPRESENTATIVE TESTING OF ALL. FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 15. ALL. TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULTOF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 16. ALL CONSTRUCTION AREAS SHALL BE PROPERTY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER 1'0 ELIMINATE ANY HAZARDS. 17. A TRAFFIC CONTROL. PLAN, FOLLOWING CALTRANS STANDARDS SHALL BE SUBMITTED TO THE ENGINEERING DIVISION, CITY OF FONTANA, FOR APPROVAL PRIOR TO THE START OF ANY WORK. THE FOLLOWING NOTES APPLY WITHIN THE FOOTHILL BOULEVARD RIGHT OF WAY. 18. K-RAIL , TYPE A OR D, AS DIRECTED BY THE STATE REPRESENTATIVE, SHALL BE USED TO PROTECT THE WORK SITE. 19. ALL WORK IN THE STATE RIGHT OF WAY SHALL BE TO STATE STANDARDS AND SPECIFICATIONS. 20. PAVED WORK AREA SHOULD BE OVERLAID TO MATCH THE LANE LINES WITH THE PAVEMENT JOINTS, AS DIRECTED BY THE STATE REPRESENTATIVE. 21. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCHMARKS NOTED IN THE SPECIFICATIONS OR ON THE PLANS OR FOUND DURING CONSTRUCTION, WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. MONUMENT REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH RCE NUMBER 33965 OR LOWER, OR A LICENSED LAND SURVEYOR ONLY. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER ONE CI) WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED. 22. AS -BUILT PLANS SHALL BE PROVIDED 1'0 THE CITY BY THE CONTRACTOR. (ENTIRE PROJECT) UTILITIES: COMCAST CABLE TV 1265 W.BROOKS ONTARIO. CA. 91752 (714) 988-2999 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUEE FONTANA, CA. 92336 f7141 357- 6160 CITY OF FONTANA TiI✓,�­E ITEM15 49-E NADT 49POU N ON PLAN 470F ETGj . ENGINEERING SERVICES AvvVrkDN !l.L� ITV-t'119 ilz- -ONLY �7N0V1 N ON fSEWER) 8353 SIERRA AVENUE FONTANA, CA. 92335 (714) 350-7610 FONTANA WATER COMPANY 8440 NUEVO STREET FONTANA, CA. 92335 (714) 822-2201 PACIFIC BELL TELEPHONE 3073 ADAMS STREET RIVERSIDE, CA. 92504 (714) 359--2520 SOUTHERN CALIFORNIA 49 CONSTRUCT MANHOLE ACCESS TO PDX CULVERT PER CALTIZmS STD. I EA- GAS COMPANY DWG. 093 UW ITN F1Z�MES CC)vER PEP, 5 7-11 Ll 4� �� n tt nn // �r 1981 W . LUCA - I A AVENUE > . R.ECO RD__.D R_� TYING,` _ y REDLANQS: CA: 92374 - " � f�I.A(.EMEN OF AC,-_17��1�ivi�•N� (5"TAkcK- ,- Zg81 TON _ - f714135-7769 PRIVATE ENGINEER'S NOTE TO CONTRACTORS : REVISIONS : '• �����7 BENCHMARK NO . 396 Sierra Engineering in No. DESCRIPTION ENG . DATE APPROVED DATE v BASIS OF= BEARIN6kS THE. CENTERLINE OF" CITRUS AVENUE BE INGi N Wo I$1 30" E , PER "TRACT NO. 10S14 AS RECORDI® IN m/\p 800K 15G) PAGE. I AND 0 RECORDS OF SAN 5ERNA RDI No �_'OUNTY, STATI`-. OF CALIFORNIA. CONSTRUCTION NOTES: QUANTITIES 1O CONSTRUCT I V' C.I.P. �,7, 15 L. F. 2O 201,06 CONSTRUCT 24" R.C.P. , (D-LOAD 1500 FOIR_' L.F )'D-LOAD I-7 50 FOR -`btOk- L. 'VJf� �$La L. F .619.47 O D- LOAD 20�� FNR c . F. , D- LD D 2250 FOP- - -3-2. L. F. CONSTRUCT 30" R. C . P . , D-LOAD 1-7eD 3t9� Q31:75 � L. F3Z.08A-3 O4 CONSTRUCT 36" R . C . P . , (D-LOAD 17SD Foil fn.M L.F ) D-LDL1D 2000 F-07- 6 L. F. L. F. -3 4,1(o Q 5 O CONSTRUCT 33" R.C.P., D-LDOD 2a00. U 7`Q. L.F._71•605 ® &OKt -rVUJ(,-t 40" p,(,• F. , 0- LOAD 2000 . 58.5� I.- F. 55•6`r U O CONSTRUCT 54" R. C . P . , (D-LOAD 13SD F-02 L.F. ) D-LOAD I SOO FOR. 4b L. F � o� L. F.66.50 A © CONSTRUCT 57" R . C . P . , D- LOAD l SOCK. Sep GON�iTI?-1�1C,T " P. D- LDAD 3,6)W , -SACKED PIPE �6+ 12.9 L . F . -578.31 L•F• 0 Q O CONSTRUCT 60" R . C . P . , D-LOAD ► SC')O -9S4, L. F. 9ctO-4Z 10 CONSTRUCT 72" R.C.P. , (D-LOAD 1350 FOP_ A44. L.F. D-LOA.D I SSO F-CE. 4�3� L.F) _5� L.F.87EE5.It U 1 1 O CONSTRUCT 75" R . C . P . , D-LOAD 347'39 L4S0.1Z 13\ � - L . F . Z4r,,- $5 13\ 1 2 CONSTRUCT 78" R. C. P., D-LOAD L. F .liO3e52 /-3\ 13 CONSTRUCT 81 " R . C . P . , D-LOAD 13�. L. F. g16.4M - A 1 4 CONSTRUCT 4-1/2' X 12` SlN6LE BOX CULVERT PER CALTRANS STD. No. D80f U5E 3;5 1 L. F. 15 G' x 12' E5,!:>X AND MODIFY ACC-oRDI NF LY. CONSTRUCT CATCH BASIN No. 3 PER L.A.C.F.C.D. STD. No. 2-D163. (MOD.) 5 EA. 16 CONSTRUCT LOCAL DEPRESSION PER L.A.C.F.C.D. STD. No. 2-D88. 5 EA. 17 CONSTRUCT CONNECTION TO CATCH BASIN PER L.A.C.F.C.D. STD. No. 2-D224. 5 EA. 18 CONSTRUCT MANHOLE No. 2 PER L.A.C.F.C.D. STD. No. 2-D184. S EA. 19 CONSTRUCT MANHOLE No. 4 PER L.A.C.F.C.D. STD. No. 2-D113. I EA. 20 CONSTRUCT JUNCTION STRUCTURE No. 4 PER L.A.C.F.C.D. DWG. No. 2-D193. EA. I2 U 21 0 CONSTRUCT 13" IZ.C.F',(D-LOAD Ip500 Fog 44AL.F.) D-LCaAD 2DOO FOP, 3C L.F.. I�Q, L.F_ -72.8a 37 80 22 CONSTRUCT JUNCTION STRUCTURE No. 2 PER L.A.C.F.C.D. DWG. No. 2-D112. 7 EA. 23 CONSTRUCT TRANSITION STRUCTURE PER L.A.C.F.C.D. STD. No. 2-D235. (MOD.) 2 EA. 24 PRDTtCT SEWER LINE PER L.A.C.F.C.D. 57TD. 2-DZSI, CASE IV. I EA. 25 O �iDNSTIzt.JC.T LoN(,Y-ETA �ol.�Qi� 1�E1� I-D�F�� �1�1C� . ND 2 - p3�3 . �3-A 26 CONS72UCT CONCRETE PIPE iHIZOU6H CHANUEL WALL PEZ S.5.C.F.C.R SM. 183-A , 1 EA. 27 MODIFIED PER SECTION D-D ON SHEET 2. CONSTRUCT PARKWAY DRAIN PER L.A.C.R.D. STD. 52-01 MODIFIED PER DETAIL "D" ON SHEET No. 3, S=4•' . 1 EA. 28 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. No. 102-83 W =1-7i 1 EA. 29 CONSTRUCT 6" CONCRETE SLAB. 425 S.F. 30 CONS72UCT B21CIC AND MOP -TAR PL iS PEZ 15.5.C.F.C.D. STD. S.P. 17CoA. 1-5 EA. 31 CDNSTRUCT BiZICIC AND MORTAR PLU b PEK S. � C.F.C.D, S-fD. S. P 17CAA MODIFIED ( EA.) 32 U SIN6-T-I/VU ROIN S OF 9" BLOCK PER FIEL-D IN SpEC.T'I0N . CONSTRUCT HANDICAP RAMP PER CITY STD. No. 104A. 1 EA. 33 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY STD. No. 101. 47 L.F. 34 CONSTRUCT CLASS 4c7D - C- 26DO 6otUl,�,:Te, f t, (C A66MeWT A'� ! IPDVJO 00 5.9ee.T 3 Z5 L . 35 CONSTRUCT A.C. BERM PER DETAIL "C" ON SHEET No. 4. 5 L.F. 36 CONSTRUCT SPLASH PAD ON CHANNEL AS SHOWN ON SHEET No. 2 INCLUDES ANY REMOVAL AND RESHAPING OF SPLASH PAD 1 r AREA 7D FIT. LUMP SUM 37 REMON/E BRICK AND MORTAR PLUG AND C0QKJECT PIPE TO S'TUe1 UWGLUM`2 5 EFL. REMOVAL OF FAl-hE �bTt0M5�. 38 pRn.\iinF TRAFFIC CDNTRDL ON PROVIDED BASE SHEETS (MDT SHDWN DN PL8MS -TAFFIC INCLUDED IN SPECIFICATIONS DNLY) (PLAM S TD BE RE-SILNED BYEML-m E, LUMP SUM 39 REGRADE CHANNEL BOTTOM AND SIDEWALKS AS SHOWN ON SHEET No. 2 AND PER S.B.C.F.C.D. DIRECTIONS. LUMP SUM - 40 REMOVE A.C. AND CONCRETE, 001500 �9, F. 41 REMOVE EXISTING CURB AND GUTTER. 35 L.F. 42 REMOVE EXISTING CATCH BASIN AND I2E,�(.DNI�TIZULT CO2-5 4 UUTTE IV_ Az;, NF_EDED. 5 EA. 43 CONST(!-O(,T 6YEEL pipe- q5IZ•" STD• ILIALL. I L = 1,&.5 L 5 L.F:,. ® PLUG P\ND ADANDON EXISTIN6 C. M.1? L.INJE . 13 EA. @ REMOVE CONCRETE 6ULKHEAD AND CONNECT PIPE. 2. EA. ® CONSTRUCT CHILD PROTECTION BARS PF-P S.B.C•EC.D. STD. No, S.P. 101-2. .I EA. 47 bONSTV-IJCT JUNCTION �)T1-UCTOV-F. PE9. LITk( STP. 122 MDR. (l,"TNIC.K- UAW-- Z, EA- OOTTOM , L-I D Vr,F- AL_HA I� FI V-,A rDV-Y A - ® DETECTOR LDDP REPLACEMENT (INCLUDES ALL MECFSSARY WORK 50 EA FDR _AS IS OR BETTER NORVINU CONDI TI Dl PER CALTRANS 5TDS . ) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON ' THESE PLANS. THE CONTRACTOR I S REQUIRED RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. PK NAIL IN P.P. # 1 170851E NW COR . ARROW HIGHWAY AND OLEANDER AVENUE ELEVATION: 1260.84 DATE: 9/67. Q - A90 t� D $� �M 5-/�-92 !t/�j S /l• 42 '- �, M ,�� ;�• �,,;�::zt?g � A17DITOMAL I NCB N 0lr ,)aV.?_0 91M �'M �0 i3�12 ADDED (ZECD RO DATA INFO FPl 9,2 - .3 -A + P 13 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY ► THE OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCHMARK • PK NA IL IN P.P. # 1 170859E NE COR . ARROW HIGHWAY AND CITRUS AVENUE. .ELEVATION: 1254.82 DATE: 9/6i 'A ' � z �' DATE: t� CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS SOUTHERN PACIFIC TRANSPORTATION CO. 1200 CORPORATE CENTER DR. MONTER'Y PARK, CA. 91754 f213) 780-6964 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 E . THIRD STREET SAN BERNARDINO, CA. 92415 (714) 387--2642 CALTRANS - DISTRICT 8 247 WEST THIRD STREET P.O. BOX 231 SAN BERNARDINO, CA. 92402 (714) 383-4384 FONTANA UNION WATER COMPANY 16779 SPRING STREET FONTANA, CA. 92335 (714) 822-9190 U.S. SPRINT 521 WEST RIALTO AVENUE RIALTO, CA. 92375 (714) 874- 8860 [.,N) AN�lEL�-� bD--=N�PM�- \TMN WMMI/*0M 01$ VJEt)T �?EVENTN 5TV-EET DUI T E I I DO LD ANOELEtv , CA . ODOM (213) ( n- Ill�4 CITY OF FONTANA. CALIFORNIA (714) 799- 8080 DRAWN BY STORM DRAIN PLANS SCALE 1 "= 40' 25854 BUS I NESq CENTER DRIVE , SUITE ���""• ' F' ' RED DS, CA 374 C I TRUS AVENUE 9 DESIGNED BY DATE WEST FONTANA CHAN' lEL TO FOOTHILL SI.VD; � -T A Al-,-. e +�. C �= -.. - CHECKED BY i-�_�.� DRW . C�73o% APPROVED (� R.C.E. - 3$2C EXP. ,4 CITY. ENGINEER R.C.E. 2SI2Co I . 0 a fr 90-065. r