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FIH-OPT FIH-�'T FIB�T d £fl-OPT FiB-� __—.._ ._ AVENUE 2 _._� , ; CURB LI A V � _ NE � 4- m 1 1 SIERRA , © 1 CURB LINE 2 II I R/W LINE CURB LINE I,I #6' 4 co R/W LINELID cN R/W LINE x cu 4 - - - In / - --I- ;f z ,J ' , a 7 Q E �: 3 4 22' 22' of ,1 3 4 3 I j 4 ; 34' 4' 0 3,5' H 41 v i , ! 1 Q c I © 2 I I #5 r I , , ` ,1 0 E I f 4 , i 1 , j II w I TRAFFIC SIGNAL CONSTRUCTION NOTES' t - 2' CURB LINE I `} � i 1 ! © SANDOVAL LANE 1 FURNISH AND INSTALL 6-1 .5" SCHEDULE 40 HDPE CONDUITS PER DETAIL "A",B"&"C". THE i III! 4 CONDUITS SHALL BE COLOR CODED ORANGE, YELLOW, RED, BLACK, BLUE AND GREEN. R/W LINE... • R/W LINE FURNISH AND INSTALL ONE POLYESTER MULETAPE IN ALL CONDUITS FOR FUTURE CABLE. CONDUIT I # R/Y!LINE R/W LINE _ ___ .. __.__ _ .__ ._ .__.__ EE 1 FOR i CURB LINE _ __ -_- ®___ — _ ._. __ __._.. __.__- - _______ ______ t : -..,.......-nrr,�,.,wo-..+__x..,.,__.-._ ,:nr„aw_ ....__ ._._s,aa.__,..__.... _, - _:. ..._ _-. ......_ .__.. ._ -._ .. e.., _� m�-.,.us. a _�_.._- ».. �,. �,.. _ _. ,.�...».._._=«.-...: _._ ... _.,_ _ i,::::::::::::::::::::::::::. MORE DETAIL. INSTALL 96 STRAND SMFO CABLE IN ORANGE CONDUIT. COIL 50 IN EVERY PULL BOX. 22' . H22 - _ 3 4'.. 34'' _ . w - -____ _____ _ —_._.. .._._. __—..___...-.___._._ —_. 2 FURNISH AND INSTALL P48 PULL BOX WITH MINIMUN 10' CONDUIT SWEEPS. .__ __..,. __ __. ' E.P. LINE [ .Yr, • W._ -- -- -- - --PQ - 3 FURNISH AND INSTALL 3" CONDUIT WITH PULL ROPE FOR FUTURE SIGNAL i�- 4 FURNISH AND INSTALL PULL BOXES AS INDICATED SEGOVIA LANE — - a t., fi 1 '• _.-�--v'ud"wd's-e.__.✓...-_s a.sa.so$bl.'R3Ts - ^-a'T_z'xq" - _... .._ ... _>wr __,_.___ • m�3�u'-._ 9s_T 162 6 _.... 164 16.'3 il --_su^"rF'ws✓'rrs5'r.x_ o--:m,- .vx.s, o.Y-as,.z..uv.ns+x,......._.. ____ ...._.._..._._--.._.�._ —__....,_.,..G _ _r 1^ _ - - _.___-_____- _ _ sr ,. r _� CD 1 ` d 0 r .--1 ` , } ; ' ' _ ____..---____-__ ._FIH OFA.. FIB-OPT— mg i .__-____._..--._.._._.....�.__..�� FIB--OPTI FIH^DF'T FIB-OPT _FIB-OPT FIB-OP! :__________;FIB-OPS I v� .., I AVENUE �' ___-_ 2CURB LINE 1 �, III CURB LINE SIERRA R/W LINE 11 I 1 '•. R/W LINE o•,4° o D C) 2324:1.11'1_ 34' TRAFFIC SIGNAL INTERCONNECT/COMMUNICATION GENERAL NOTES Q w I 1 . ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO + � THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE CITY'S SPECIAL ,sol '' )• PROVISIONS, SECTION E, THE STANDARD PLANS AN SFE IIFICATIONS OF THE STATE OF 6' MAX EXCHANGE CLUB LANE CALIFORNIA, DATED 2010, AND THE CALIFORNIA MANUAL OF TRAFFIC CONTROL DEVICES, (152 r m)� DATED 2014. -I —n I—III— 11=1 I I—III—III-III I I n I r I=1 �I I I—III - I i I-111-1Tt11eI11�l f�1 e111* -T-11 i 1-1 1 i e l i l —T-1TP1 i—I I ISI III-I I-111=11 I I II I`111=111=111=111-111=11�I I II I1=111=111=1 I I-I I�I 11- 2. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA LI_—I I41—ML- .1— III 111=111 I�I111 I�I I I=111=1 I1=1111I�I I1=1I 1=1 I1=1I �11�I I ENGINEERING DIVISION PRIOR TO COMMENCENT OF WORK. =III I -I 11=1 I i-1 I I-I I 11=-1 11=1 I I-1 11=1 I I-I 11=1 I I�11=1 111 I i-1 I I_EtER ���I—I I SI 1=I I�1I 11=11 I=I 11—II I I�I I—I i I-1 I I-1 I—I 11=1 I 1—III=11 rI I=-III III I I .�� CONDUIT TO BE 1-I Il=I Il=I I =1I=III-111=II-III=n=,1I -I I I-111-111=111-111 HORIZONTALLY ALIGNED 3. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT 111-III=m11El1 I�-�i _17-II 1-MI11=J1-111=1III'=III-IIS I THE INTERCONNECT CIRCUIT AS SHOWN ON THE PLANS, EXCEPT ANY CITY FURNISHED OR �—t t'—t ' 111E-L=111-=111-111=111=111=111-111= I I—I 1= _ _ _ I 1 I-1 1 I—III—III— FIBERGLASS BO > > III-III-III=III-III=III-III g PROVIDED AS NOTED IN SECTION E. I_II I IE 11-I 1 I-I 11=1 I I=1 11=-1 11=1 I _-r 6-1 1/z" -111-11 EI 11-11 I-11 I--I 11-1 11- s_1 1/2" 1 2 IIII=11 -III--III- 11=11I=I CONDUITS4. LOCATION OF ALL UNDERGROUND FACILITITES ARE APPROXIMATE. CONTRACTOR SHALL BE S --III= 111E111II=III=III--III- fumm.4.1111 RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING FACILITIES WITHIN THE IIi M111-I11�111�I II-1 �I I , , _ �._ , --III=111=-IIEIII-11111=III= q A AREA OF CONSTRUCTION. THE CITY ENGINEER SHALL BE NOTIFIED OF ANY DISCREPENCIES TUNNEL IIEI1=1I1III--1I11I(--111-111 BACKFILL & == =1= / --III-I I1=III--III=1I I-I I�II1= OR CONFLICTS PRIOR TO COMMENCING WORK. CONTRACTOR SHALL RELOCATE AND/OR E II=III--LIC=11 11=111 1=111--III NATIVE S❑IL REPLACE ANY LANDSCAPING OR SPRINKLERS AFFECTED BY THE CONSTRUCTION TO THE E --III--II11E11 II=III=1 1=1- SATISFACTION OF THE CITY ENGINEER. I1�1I=111=11�11I-1�=1I� � 1" DRAIN (U —III—III—III--111-1 ' II= HOLE I_1=-111E1 I EI 11E111= III=1II // ' �' --111=111=11111=III I-III-_ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY I1=1I I-III-III=II I -III--III .: MONUMENTS OR MARKERS DURING CONSTRUCTION. =-1=-111-111=-111E1-11 El I I= —� U IIII=II�IIEIIIII—-II�III 3/4" GROUND ROD 6• ALL PULL BOXES SHALL BE No. 6E AND CONDUIT SHALL BE 2" GALVANIZED RIGID METAL N -1 11=1 I I--11 E1 I I-III--I 11-1-11= w II-III--III-I1E111=IIr-III-III 'B' UNLESS OTHERWISE SHOWN. ALL SPLICE VAULTS SHALL BE TYPE P48 48.5"x30.5"x30" z H Q VARIES1=111=11=1�I=1I-IIS DEEP (INSIDE), z ,1 L 11-11 1M-111-II CEMENT SLURRY TOP VIEW FIBERGLASS, HAVE LOCKING LIDS, AND BE LABELED "COMMUNICATIONS". 3 PULL BOXES AND SPLICE VAULTS SHALL BE INSTALLED IN ACCORDANCE WITH THE Z E FIBERGLASS BOX FIBERGLASS BOX E 1 o Z £ a� a a g° °. . PROJECT DETAILS FOR PULL BOX AND SPLICE VAULT INSTALLATION. O > E °. TOP OF I !I 4" („� `1�°OJ o A o N , •° . • e ° ° a C❑NDUIT 6-1 DRILL3HOLES 7. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY ENGINEER FOR EXACT EQUIPMENT 4CONDUITS TO BE L7 a 6-1 1/2' 8' x 3/4" GROUND w a ! . ALIGNED VERTICALLY LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E. LU CONDUITS 1 6 1 1/2' ROD REQUIRED (o Z I j I !° ° .. °.'. : °°�. (-CONDUITS v, a;: 6 i 4.4.1; , ', 9. THE CONTRACTOR SHALL REPAIR/REPLACE ANY AND ALL DAMAGED LANDSCAPING, IRRIGATION, z TOP ❑F7.'"--"-- SIDEWALK, PAVEMENT OR ROADWAY STRIPING TO THE SATISFACTION OF THE ENGINEER. • o °. a. 6-1 1/2 ' (38 mm) C., ❑R AS o TUNNEL 1LOPE T GROAT NOTED ON PLANS i„ SLOPE TO DRAIN ,.`, ` ,i• I LU cv d u .9� • : i4: .' • i % le 10. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OFA CONFLICT OR > o ° ° irli �' ,414111,.., 41:4"i..1.''il .,.1ilt,:o!,11114.44t, r ��Y Tom, �,� POTENTIAL CONFLICT WITH THESE PLANS AND, OR SPECIFICATIONS FOR THIS PROJECT. 1�— D E T AIL C CRUSHED 3/4" ROCK w ,;(.;\&<<"/. t - 6-1 1/2" NOTED) C,, OR AS00 TUNNEL DIAMETER TYPICAL MULTI/ SINGLE CONDUIT 1" x 4" PVC PIPE. TOP OF PIPE TO SIT FLUSH SCALE 1"----.40' LU ON PLANS • O T❑ BE APPROVED wrrH BOTTOM riC BY ENGINEER CROSS SECTION IN SOIL `�� 40 20 0 40 80 120 O O NO SCALE SECTION 'A' — 'A' DETAIL B SECTION 'B' — 'B' N❑ SCALE DETAIL A Dio, ,AiLli . REV, REVISION DESCRIPTION DATE ENGR, CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT pROFESSIpfyq� PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��`���`� Fye � 1111I'MADOLE TRAFFIC SIGNAL INTERCONNECT PLAN • TYPICAL DIRECTIONAL DRILL UNDER isiiiikW JAMES J. ANDERSON �73 0402 PITTSBURGH AYE., SUITE 230 DRAWN BY: SCALE: r SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, & RANCHO CUCAYONQA, A. J.J.A. SIERRA AVENUE _ 1"-40' 22863 ASSOCIATES, INC_ PAVEMENT/ SIDEWALK DIAL 1,---.-„ , /� TWO w❑RILING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * No 12-31-15 ]t• Engineering Communities for Life FAX' a.:;.uo DESIGNED BY: SEGOVIA LANE TO N/0 EXCHANGE CLUB DATE: 19 19 16 N❑ SCALE BEF❑RE 1� DAYS BEFORE EXP' J.J.A. YOU DIG Y, YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sr47e FIVI A�\Fo��`" G%i-�`- D�TE�/l�S'—lSf CHECKED BY: APP•,v�e �r-4401/� 1,/y� DRAWING NO.: 1 AFA File: MADOLE SIGNAL-SEGOVIA.DWG 10:07 AM 10/19/15 TOLL FREE 1-800-227-2600 G JA J. ANDERSON R.S. 5400 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. RCE 22863 EXP. 12-31-15 CITY ENGINEER R.C.E. 51152 DATE