Loading...
HomeMy WebLinkAbout2473-1.tif.0m S a amSM2 leis 9M Off. 4ASM amaw.s (FOR ST. PLAN) (FOR ST. PLAN) JIJRIJ�'A (FOR ST. PLAN) (FOR ST. PLAN) 8E8W. 21 (FOR SIGNING do STRIPING PLAN) I (FOR STORM DRAIN WE ('FOR SEWER PLAN) SW 22 (FOR SIGNING & STRIPING .. n� PLAN) n- E�1901V EASEL&OW.. CL i ILL. i 214 ( SIGNING STRIPING • w" PLAN) �.� (FOR SEWER PLANA) gM g...s em &a. ie /(FOR STORM DRAIN ) (FOR STORM DRAIN PLAN) (FOR STORM DRAIN PLAN am af. 25 ... (FOR SIGNING & STRIPING PLAN) STREET, SEWER & STORM DRAIN NOR IMP ROVEMENT PLANS �z S*j U F=t U F>oA I N E:> U E3�1F R 1,jo I C: EEN EER 0 s�� �CT1 tN AV7M OUA AMC MOMS W19='1'APR0770VAV aAN 17, NORTH SOUTH (D -INSTALL C SOLID DOUBLE YELLOW PER CALTRANS DETAIL 29, 4642 LF.11,018 L.F. .. 1. ALL TRAFFIC CONTROL WORK AND DEVICE'S FOR CONSTRUCTION SMALL &-CONSTRUCT R' CURB AND GUTTER PER CRY STANDARD NO. 101. R/W CONSTRUCT STREET C/L CONSTRUCT STREET R/W CANTRANS STANDARDTO THE MSPEC FICATIONOF �S�AND STANDARD PLANS, LATEST EDITION, PLAN NO. A208. 10,424 LF. &-CONSTRUCT C P.C.C. SIDEWALK PER iYMAL SECTION & STD. NO. 105-A. 41,437 L.F. ui EXIST. CW0 IMPROVEMENTS IMPROVEMENTS EDITION. 2 INSTALL DASHED WHITE PER CALTRANS QF -TAIL- 12- LMac FENCE EXIST. R 2215 LF. 2. ALL WORK SHALL BE DONE M WITH THESE PLANS AND THE 3&-- er A.C. DACE. PER M. SHEET 7 W L.F. SAME L CA'nONl Z 3D -INSTALL Ir SOLID WHITE PER CALTRANS DETAIL 38, 3 AFTER GRADING J CITY OF FONTANA ENGINEERING DIVISION STANDARD SPECIFICATIONS o DATED 1975, AND ANY REVISIONS THEREAFTER. STD. PLAN NO. A20D. 4�-�,o�tyt�tuc�- ttVw�lA� P��C 5 �SCTd STD. 29 .� Q 7 LOCAF Sr ar VARIES 3. ALL WORK AREAS SHALL BE COMPLETELY CONED AND/OR DELfN1EATED � INSI ►LL TYPE VI I-AN5 PROQ APRON P15R CAVWNS ` CE AND/OR BARRICADED FOR ANY WORK REQUIRING A LANE CLOSURE, p S�REMOVE EXISTING GUAR'DI�. 12' 41' 7' 7' 41' 12' CONTRACTOR` SHALL FOLLOW THE GUIDELINES IN THE LATEST EDITION OF fTV. PI -AN Not AZ D. 1570 LF. 65 L.F. THE WOK AREA TRAFFIC CONTROL HANDBOOK_ &-*MALL 12" SOLID WHITE CHEVRONS. 0 -CONSTRUCT RAMP CURB REETURN PER CTT'Y STD-. NO. 104-A. 2 EA. EXIST. I GROUND is 0.5 4. ALL AD' ANCE WARNING SIGNS SHALL BE REFLECTORIZED. 2, I EA - 2M I 6.501, 5' 5� 5. CONSTRUCTION TRUCK TRAFFIC MERGIN INTO TRAFFIC LANES SHALL NE 6 INSTALL 4 Two' -WAY YELLOW PER CALTRANS DETAIL 32, i 7O --CONSTRUCT DRIVEWAY PER CITY C� MNTANA STD. NO. 102-C. IfjQt S.F. I-- °AF s��o BY USE OF QUALIFlED FLAGMAN AND APPROPRIATE SIGNAGE AS DIRECTED �STp, p� �, SOB, 24 EA. ? 'BY THE CITY ENGINEER, OR QUALIFIED FLAGGERS SHALL BE USED WHERE8a-- 8.5` ASPHALT CONCRETE PAVEMENT OVER -WELL COMPACTED CONSTRUCTION REDUCES THE ROAD WAY TO A SINGLE THROUGH LANE OR 0 -INSTALL TRAP LANE TREATMENT PER CITY OF FONTANII, 5 EA. SUBGRADE. (MARLAY AVE.)SEE PAVEMENT SECTION NOTES THIS SHT. 41,223 S.F. t F WHERE THROUGH TRAFFIC MUST STOP FOR EQUIPMENT MOVEMENT. STD. DETAIL 144. t I' P.C.C. 6. TRAFFIC SIGN DIMESIONS COLOR AND LETTERING SHALL CONFORM TO COLD PLANE EXISTING AL" PI�iEMEirT /DID FEATHER AC OVER EXISTING Sw. THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. a -INSTALL TYPE N (L) MROM PER CALTRANS STD. PLAN A24A. 10 EA. PAVEMENT PER DETAIL THIS SHEET (f MIN. THICKNESS). 61,874 S.F. 7. A MINIMUM 12' TRAVEL LANE AND EMERGENCY ACCESS SHALL BE TYPICAL SECTIONJJURUPA AVENUE MAINTAINED AT ALL TIMES. &-INSTALL TYPE N (R) ARROW PER CALTRANS STD. PLAN A24A. 6 &-SAW CUT AND REMOVE EXgftft PAM -DENT. (1' MMI.) 26,747 S.F.- 8. .F.8. IT SHALL BE THE RESPONSVWLITY OF THE CONTRACTOR TO MAINTAIN N.T.S".'BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 0 --INSTALL A-22 (STOP) PER CALTRANS STD. PLAN A24D. 12 �' 11 CONSTRUCT R' CURB ONLY F* CITY STANDARD N0. 101. 8,032 L.F. FROM STA. 67+93.05 TO STA. 98+84.149. MASK OR 8AG ALL CONFLICTING SIGNS AND ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT BY 11 MVSTALL A=31 (AHEAD) PER CALTRANS STD. PLAN A24D. 4 EA. 12 SAW -CUT AND REMOVE EXI'�'TM CURB AND GUTTER. 127 L.F. ' WET SAND BLASTING BY THE CONTRACTOR, OR AS DIRECT BY THE CITY �I 110. UEPON COMPLETION OF CONSTRUCTION, CONTRACTOR SMALL RHES 1 12 @-CONSTRUCT REDWOOD HOER, WE 2"' X Or. 312 L.F. WEST CSL EAST ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL (D -*WALL � DROP MARKINGS PER DETAIL 37, &-ADJUST MANHOLE TO GOADE. � 18 E, R/W R/W DEVICES TO THEIR ORIGINAL CONDITION, OR TO THE SATISFACTION OF THE �:v/ STD, PLAN NO. A20C. CONSTRUCT STREET ExISTING STREET CITY ENGINEER. �� PIPE IN PLACE. 98 L.F. LEGENDS IMPROVEMENTS z IMPROVEMENTS 11. REMOVAL OF ALL SIGNS AND LSHALL BE COORDINA'TE'D WITH THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGNS WILL BE REMOVED 6 CONSTRUCT 6.s CSP CEf�� PAVEMENT' OVER WELL -COMPACT -ED 1 l F_ " ' PROSECUTED TO BY CITY FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE 1. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECTO SUBGRADE. (JURUPA AVE.) SEE PAVEMENT SECTION NOTE THIS SHT. 251,882 S.F. 10' N CITY TRAF'FlC SECTION IS REQUIRED TO COORDINATED WORK WITH CITY COMPLETION WITHOUT SO AS TO PROVIDE MINIMUM INCONVENIENCE TO FORCES. ,ADJACENT PROPERTY OWNERS AND TO THE PUBLIC. 0 -CONSTRUCT 7.0' o ASP'P V CONCC RETE PAVEMENT OVER WELL -COMPACTED 12' VARIES 1 VARIES 13' 12. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE 2, TME CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS SUBGRADE. (MULBERRY AVE.) SEE PAVEMENT SECTION NOTE THIS SHT. 78,265 S.F. VARIABLE THICKNESS DETERMINED BY THE CITY ENGINEER, ADDITIONAL WARNING AND/OR TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY 1 EA. 0.5' �� 7' 7' 1' 7' A.C. OVERLAY CONSTRUCITON SIGNS MAY BE REQUIRED BY THE CITY ENGINEER. OCCUR FROM STORM WATER RUNOFF MID/OR DEPOSITION OF DEBRIS 18 REMOVE DRAIN PAD AM DRRMAGE APRON. f MAR�..AY �R AVENUE - � �� Sc _51- s.5o EXIST. cRouNIQ I l s o.5' 1 RESULTING ,FROM ANY AND ALL WOK IN CONNECTION WITH SUBDIVISION - ' r '/4 -Fr. CONSTRUCTION. @-REMOVE EXISTING HIEADMIAt.L AND WINCwALL.. 1 EA. (FOR ST. PLAN) (FOR ST. PLAN) (FOR ST. PLAN)- ° SLOPE R: oac vis 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY ?'r OF FONTANA STANDARD SPECIFICATIONS, AND STANDARD SPECIFICATIONS 0 REMOVE EXfSTiNJG pqy 1 EA. EXISTING A.C. » PAVEMENT 0,� CRY OF FONTANA, LMLRY N071 7 ON LIST': fOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) . „ 11 10 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 21 INSTALL SLEEVES FOR IRRIGATION LINES PER LANDSCAPE PLANS (36 MIN. COVER) Ac P.C.C.- �.C. 1 17 9 CITY OF FONTANII PACIFIC BELL C0. ENGINEERING DMSION PRIOR TO START OR ANY WORK WITHIN THE CITY EXTEND PIPE 12" BEYOND BACK OF CURB AND INSTALL CAP 200 LF INDEX AIA F ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER LIMITS. ALL INSPECTIONS SHALL BE REQUESTED AT LEAST 24 HOURS PRIOR TO s AMOUW OF BASE AND PAVEMENT WILL BE DET'EWNED BY SOIL TEST. SCALE 1 = 400' TYPICAL SECTION MULBERRY AVENUE 8353 SIERRA AVENUE 3939 E. CORONADO STREET THE START OF ANY WOK (909) 350-6632. CONSTRUCTION PERMITS SHALL FONTANA, CA. 92335 ANAHEIM, CA. 92807 ALSO BE OBTAINED FROM SAN BERNARDINO COUNTY SUBDMDER'S ENGINEER SHALL PROVIDE TESTS AFTER STREET'S HAVE BEEN 0 100 200 400 800 -1100 (909) 350-6632 (714) 666-5467 TRANSPORTATION/FLOOD CONTROL FOR WORK WITHIN THEIR RIGHT-OF-WAY ROUGH GRADED. PLAN MUST BE REVISED TO SHOW ACTUAL STRUCTURAL OR AFFECTING JURUPA BASIN AND SAN SEVAINE CHANNEL CONSIST TO BE CONSTRUCTED. THE CRUSHED AGGREGATE BASE SHALL FROM STA. 10+83.51 TO STA. 35+59.44 N.T.S. 5. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM CONSIST ENTIRELY CRUSHED ROCK AND'-!(1CK DUST. AVAILABLE INFORMATION. HOWEVER, R SHALL BE THE RESPONSIBILITY OF THE NOTE: SEE SHEET NO. 6 FOR MULBERRY AVE. NORTH _OF JURUPA AVE. SO. CALIF. GAS. CO. UNDERGROUND SERVICE ALERT CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD ,67OWD i4N COPAS'71'9��IC'T1�C�1/A 7M ATTN: DENNIS FREEMAN (800) 422-4133 OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PRECAUTIONS TO AVOID REMOVE EXISTING VARIES 1981 W. LUGONIA AVENUE _ INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND @-CONSTRUCT 1 EA.NORTH SOUTH REDLANDS CA. 92374 SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-422-4133 MANHOLE PER A.P.W.l1. STD. PLAN 320-0. ' A.C. PAVEMENT SEE PLAN SHEET'S (�,p PLANE TO PROVIDE R/W C/L R/W (909) 335-7547 ATTN:COMCAST (CABLE T1i) 6, THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALN, 0 FOR LIMITS 0.1' MINI. A.C. OVERLAY / 9 , � EMER. 800 427-2200 1205 JACK T AV UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, @y-c� MANHOLE PER A.P.W.A. STD. PLAN 322-0. TEA. Q ( ) 1205 DUPONT AVENUE o 46' EXISTING STREET ri�f'RovEMENTs ONTARIO, CA. 91761 TELEPHONE, ELECTRICAL. LIGHTING, CABLE TELEVISION, LANDSCAPING,. @--CONSTRUCT JUNCTION STRUCTURE PER AP.W.A. STD. PLAN 331-1. 1 EA. FINISHED SURFACE (909) 390-4738 LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, EXIST. A.C. PAVEMENT CONSTRUCT STREET IMPROVEMENTS 0 -CONSTRUCT PIPE RISER TYf E B PER CALTRANS STD. PLAN D93C. SO. CALIF. EDISON CO. STORM DRAINAGE FLOOD CONTROL SYSTEMS ETC. 2 EA. . 32' 12' 300 N. PEPPER AVE. 7. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE RIALTO, CA. 923766 GENERAL TELEPHONE CO. ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY �g --CONSTRUCT CURB (INLET STRUCTURE PER CITY OF FONTANA STD. 17 a 909 820-5598 - UNDERGRND ATTN: STEVE HOCK ENGINEER. DETAIL 121. 17f,TAIL,,. ���EEDN 7 EA. w 9 VARIABLE THICKNESS 910 875-5104 - TRANS 1400 E. PHILLIPS BLVD. 8. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SAW -CUT EXIST. A.C. PAVEMENT 0 5 10 io' A.C. OVERLAY 4, o 5, 213 637-1233 - PIPELINES ONTARIO CA. 91766 SPECIFICATIONS AND WHERE THERE IS OR MAY BE A CONFLICT SHALL NEW A.C. ?, 5' 6.50' 1, 909 357-6223 - DISTRICT 800 422-4133 MAMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE �0 -CONSTRUCT STD. JUNCTION MANHOLE PER CRY OF FONTANA STD. syr ( ) OWNER'S REPRESENTATIVE. DETAIL 113. 1 Ek PSEE AVEMENT CoA ,��� ALL AC 1 C„N�iTRUCT PER CITY OF FON'�iwhA 31'D. SECTION (CAL �,C, �A DETA 9 F SLOPE oo>'c « a •, 9. STHEINT REQUIRED CONTRACTOR SHALL DISTURB EXISTING OR BENCH � 2 �, N.T.S.DETAIL 124. EXISTING A.C. `` s`� SAN COUNTY CHINO BASIN MWD MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT SIDEWALK TRANSPORTATION/ FLOOD 9400 CHERRY AVE.,BLDG. A. @---CONSTRUCT JUNCTION STRUCTURE PER A.P.W,A. STANDARD &52-0. 2 EA. 4 P.C.C. 1 PAVEMENT CONTROL DEPT. �FONTANA, CA. 92330 PRIOR NOTIFICATION TO THE CML ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND sw. 825 EAST THIRD STREET P.O. BOX 697 SURVEYOR. SURVEY MONUMENTS WHICH WILL BE DESTROYED AS A RESULT OF o t 1 Ek RAW TYPICAL SAN 8-0835 IVO, CA. (RANCHO CUCAMONGIA, CA. 91729 3-Ca►NI�>TRUCT It C.P. CONNECTION PER 1 r ..N . ,A. STD. PLAi4 333-a �CTION MARLAY AVENUE '92415-0835 (909) 357-0241 THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY (909) 387 2800 REGISTERED CML ENGINEER OR LICENSED LAND DELAY SURVEYOR ONE WEEK &-PLUG PIPE OF PWITH BRICK AND MORTAR. 4 EA, PRIOR TO THE CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE N.T.S. ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID @I- MgTALL taEA• F_L SAG5 C'I N I&rN a FROM STA. 28+50.00 TO STA. 51+72.05 REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. FONTANA WATER COMPANY 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS @--REMOVE AND REPLACE EXISTING PAVEMENT. 1500 S.F. �� s' ATTN: AL KROHN DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS CUT - 16803 SPRING ST. TO BE DONE TO THE SATISFACTION OF THE ENGINEER. ---CONN TRAFFIC TYPE JUNCTION STRUCTURE PER CITY OF ' 4.1 SLOPE FONTANA, CA. 92335 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN FONTANA DETAIL 122. 2 EA. (909)822-2201 CONFORMADEVICES ANNDEWITH THE STATE DEVICES FOR USE IN NUAL OF WARNING THE PERFORMANCE IOFSWO KH UPON D is 2% EX. GRADE HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. �8 --- D Al S T QLI L T 3 �4 L OVER 11 i A T 11! L 3 8 5A ,3i -y I PROPOSED _ Q A13. ALL FTER FINAL ASPHALTEDAND EXISTING T IS INGPLANHOLES SHALL BE ADJUSTED TO GRADE S --CONSTRUCT 42"' RCP STOW DRAIN (1350©). &J. SIDEWALK 276 - - - I � �- � - • 1 t` RCP =R,'.4 DRAMS (1350D). 14 L.F. PRIVATE ENG/NEER� NOTICE T10 CONTRACTOR: 22,000 LUMEN HPS 1,212 L.19. ''• �� 12' 320' MIN. SPACING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR &-CONlSTRUCT 2,C RCP STORM DRAIN( (135ttX1)(PER PLAN. 30' HEIGHT ORNAMENTAL POLE/6' MAST ARM STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 655 L.F. AVAILABLE RECORDS TO THE BEST OF MY KNOWLEDGE THERE ARE NO 2 ONSTRUCT 30' RCP STORM DRAIN (1350D)(PER PLAN). _ EXIS�TTNG 3.50' 4.Od' 4.50' EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS." RCP STORM DRAIN13500 . @y-tMSTRUCT ( ) AO LF. POWER POLE #4 BARS w Ir O.C. BOTH WAYS 7W, CONTRACTOR R5 REODUIRED TO TAKE DUE PRECAUTIONARY MEASURE'S •6' 5' TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF 44 CONSTRUCT 4w RCP STORM DRAM (1350D). STA. 36+47 '! STA.84' "2% �. 1C!' . , RESPONSIBLERECORD OR NOT FFORSHOWN ON THESE PLANS. ANY DAMAGE TO EXISTING WATER ACTOR SHALL BE & SEWER LINES AND ���TRUCT W RCP STORM DRAIN (13500). "1 L.F. A= 0.45' %►= 0..84' --� F.S. MATiLAY AVE. y� ,p �, io APPURTENNANCES DURING GRADING OPERATIONS AND HE SHALL MAKE OR &-CONSTRUCTEAST2% CAUSE TO BE MADE THE NECESSARY REPAIRS AT HIS EXPENSE. 6d' RCP STORM DRAIN (13500). 666 LF. M.N. PAVEMENT SECTION NOTES: 04 BARS w 12"' O.C. 00TH WAYS 0-COWIRUCT W RCP STORM DRAIN( (13500). !47 LF. 1' MM. CLP. SLo�t �MENtx SUBGRADE SOILS SHOULD BE COMPACTED TO A MRI MUM OF 957 RELATIVE COMPACTION (ASTLA D1557) TO A DEPTH OF AT LEAST 12 INCHES. ASPHALTIC @y___CON5TRUCT 77' RCP STORM DRAM (1350D). 564 L.F. EXfST. EDISON ENCASEMENT CONCRETE SHOULD BE COMPACTED TO 95R RELATIVE COMPACTION (CA 304) &--STRICT 7S' RCP STROM DRAM (13500). 142 L.F. Cas _ MIN ( AND CONFORM TO THE CITY OF FONTANA REQUIREMENTS. I' 1' MIN. CLR. AMOUNT OF PAVEMENT WILL BE DETERMINED BY TEST. SUBONIM S SOILS Af 0 SLO !� CONSTRUCT RC.P, CO�VN�C'TKyN P ii �B.C:E:C.U. 1 EA. lir ENGINEER SHALL PROVIDE TESTS AFTER STREETS HAVE BEEN ROUGH �1 --CONSTRUCT SIDEWALK DRAIN TO PER CITY OF FONTANA STD. N 1 CUR'S R.C.P. S GRADED. PLAN MUST BE REVISED TO SHOW ACTUAL STRUCTURAL SECTION /w = 0.02 IRM IN[. SAM ANA AVE2 L.F. _ TO BE CONSTRUCTED. THE TABLES BELOW REPRESENT VARYING A.C. DETAIL 124-A. o M THICKNESSES ALLOWABLE FOR A RANGE OF SUBRADE R-- VALUES. �---CONSTRUCT 6'W X 1SH R.C.B. PER DETAIL HEREON. 1 EA. I EXIS" CATCH BASIN PER CITY Of MARLAY AVE./MULBERRY AVE., T.I. = 9.0 STRICT R.C.B. TO PIPE TRANSITION PER A.P.W.A. STD. PLAN 342-0. - 10 L.F. I (� POWER POLE FONTANA STD. PLAN NIt-VALUE DETML DN SMEET AVO. l7. O. 121. IN[11t1E - -VALUE A.C. THICKNESS (FT.) 4 ELOCATE EXISTING CHAIN LINK FENCE PER SBCFCD STANDARDS 2dOG L.F. JtJIlUM O >K 4:1 SLOPE0,mwd0 0.65N �, CATCH BASIN I TA& (M X F� ) °oSo 0.75 N.T.S. g 40 0.85 i �� `-�' �'�,� 0 -CONSTRUCT MANHOLE PER CBMWD STD. PLAN NO. 2. SEA. ® SEE DETAIL 0Aj SHEET ND. 19. 30 0.95 - ��s`�� �'- • Cas - CaM: TOLL FREE �s Sr *r nuc 20 1.05 ��. � � i -CONS RUCT I' VCP 116 LF. I� VCP 133 LF. 1-800 JURUPA AMIE., T.I. = 10.0 *d0. 20953 1zw 1EW P,Y: 4 2 2 - 41 S 3 R -VALUE A.C. THICKNESS (FT.) �ON� 10 LF. OF ®ONCRETE ENCASEMENT. i EA. TMVEW. v 1 C I N I T Y MAP p i�`T Ipp- 70 0.60 V ey-comsTmx-vt d' SEWER CLEAN-OUT PER CITY STD. N0. 125. 4 EA. T1M0 WORKING O1lYS BEFORE YOU DIG "D 0.70 a, � . MAF�LAY A1IE. F'OWER 30 0.85 - r N.T.S.40 0.95 J G DATE "6Xo F �N C-� AaoG o.� sT. M.. a . A►DOfaO SNT 'Z ♦ M1 O _ 30 1.05 Fob G wO AW60 Afy�G9f',V.�%,QYOG'ARP x7.440 SA"fr ��' -1/, 014! � 9 �'NA GED CURE �i ST LT .�LOC,4T10A�S DAL. 20 1.45 SAN BERNARDINO COUNTY BENCH MARK: TEMP. CONST. BENCH MARK; 8 �H�In�Fo Drys �ASFoi��s, Sf�.TS 3,�5 /3 ,�'IrLu. ,� ' , � � A �e'�a�L s NT' I � M � , TH/ENE5 ENGINEERING Cl� OF� F4IVTANA. CALIF�'_>RIVtA FLOOD COIV'1 OL- DCCT . NORTH EAST CORNER MULBERRY AVE. & MARLAY SOUTH EAST CORNER MARLAY AVE. CHARDONNAY D fl S CML ENGINEERING •LAND SURVEYING CITY OF FONTANA D. M . 581 AVE.; SET CHIS. " " 0 ECR; 61.5' N/0 MARLAY AVE.; SET CHIS. " " 0 ECR; 36.2' S/0 MARLAY A D D F D Div Y 5 A -r 'jI t 3a. c c, S9 -r T 2-L 71264 11v Alt � 16800 VALLEY VIEW AVENUE APPROVED BY. LA MIRADA, CALIFORNIA 90639 RAILROAD SPIKE IN EASTERLY AVE. do 36.3 E/0 MULBERRY AVE. AVE. &61.5 E/0 CHARDONNAY AVE. G}4AN6ED DRiVE1N�lY5 MEDIAN, $tirs 2 3 WL I(t ?ls�� ®(714)521-4811 FAx:(714)521-4173 000 CONTROL ENGINEER FACE OF POWER POLE NO. 674324 E ELEV. = 885.92 ELEV. = 885.70 4 ADDED SST aA �- y � S r`71 THESE PLANS WERE PREPARED UNDER FOR AS NOTED SAN BERNARDINO COUNTY AT THE NORTHWEST CORNER OF SOUTH EAST CORNER JURUPA AVE. & MULBERRY SOUTH EAST CORNER MARLAY AVE. & CABERNET ADDED DE l Au_ 5*• t1 18f� �" THE SUPERVISION OF: DATE: ATION DEP �,` List Update: 1/27/97 JURUPA AVENUE AND MULBERRY AVENUE AVE.; SET CHIS. " " 0 BCR; 64.0 S/0 JURUPA AVE.; SET CHIS. " " 0 ECR; 36.2' S/0 MARLAY 2 ,4 me -D DNrrA1L 5lq7- /7 sw . get -* . t u ,E:\767\STTITLI TITLI = APPROVED:DWG.APPRO`/ED BY: AVE. d 36.2' E 0 MULBERRY AVE. AVE. d 62.0' E 0 CABERNET AVE. 1 ` - 0 �� Z_St8 ELEV91840 i10g ;,e�/g; 1 SPORTA N ENGINEER ELEV. = 915.775 ELEV. = 866.53 DESCRIPTION ENG. DATE CITY DATE DON R NDGR RCE NO. 20953 DATE CITY EN�IMEER R.C.E. 25126 24 2:S