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( !, I 1 j # e a as a -- + �-_ •- o� - -__ ,, i _� .._._,_ _ __... _...._ __- ? j.._._.._.:..__._ _.._. ___�....__._._... _.._I -_•_'- --...._j_ ._ _ _..... __. _._ ..._ _.._ _ _. _ _.- _ - -- I -- _ I _. _ I _ _ _ _�7 948 09 E 642.62 _ _ _ - _ . - I _ _-- -_.._ _ i .. _ I 1._... �. ) _ ;._ i__.. f - _ _- ---- _ 4___... _. S8 , a a cti 2 I H 8 06'656'36'065.00 7.88 3.9�• ! , ! ( I i _ _ - f �.-.�_ N83'1515 E --- 74.83' _- j , p , a 06'56 36 65.00 7.88 3.94 I l tPROFILE -r--- _.-__ _.- _ - _ __ _ _. _.-- _- S89 48 09 E 67.38 ! (_� _ ___. _..�.. _ f_. I _j HORZ: 1 n 40 '1 a -- i f I # 3 I 1 T• - 12 so0'11 51 W -�- 6.31 -- 118 119 12.0 .121 122 123 124 125 128 TGT. NO. 11 TGT. NO. 12 STA. 115+04.34 STA. 128+24.68 fL FOOTHILL BLVD. -.I F40SIL- BLVD. STREET IMPEMEMENT COUTRUCTION NOTES: STA. 10+00.00 4 I 4 4 q• OLD HEMLOCK AVE. � LIVE OAK A 7C C1 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. 6 I 27(�6 Al 6 7 11 6 27 @CONSTRUCT 7.5' SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. I w 00 `�' .. w 1 `° c� 4 CONSTRICT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1001. � �" CD Q W � � � W Q] LO (D w N o N REVISED PER DRIVEWAY DETAIL, SHEET 2, UNLESS NOTED OTHERWISE. 0 ' r`� aD t1 r ± ^ II 4 n II � N 5 CONSTRUCT BUS BAY AND ENCLOSURE PER CITY OF FONTANA STD. PLAN NO. 1005. 1110-151-18 © + • • 1110-151-19 11 0 1110-151-21 �' � wn ry N �'''� 0 f 00w C4. N NC4 Lp �"ls . til � �' R. C�; �' ' ,I -_ 6 INSTALL 22,OQO LUMENS H.P.S.V. STREET LIGHT PER CITY OF FONTANA STD. PLAN �:. ,� . ..., 7 B Q N�}. 404 CONTRACTOR COORDINATE WII SCE FOR INSTALLAl10N. �F/-� f/-� /W� 0 7A �A -cr °•amu �/ 7 ��- u a :_�, TICE CO j 0 7 CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED w i CJ c+ V/ W �iO V_ V" �\ 7 V 1 r -r`E I� in c '3 � - 0 Lao-TCE- i 2 -� TCE- S �,-- 1 S 26 [' S 1 '� �• s NATIVE SOIL. " a CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2"). - R/'TT o d c d a 4 P 5. 2 �� - a � � � � �Ld � @CONSTRUCT 8" C RBU PER CITY OF FONTANA STD. DETAIL NO. 1000. 00 C0 11 E EXISTING FIRE � ...... � .. • • • •17�• _ _ ..� t� .- •,; �� REMOVE AND RELOCATE E HYDRANT BY FONTANA WATER COMPANY. r- ` • 'N�: - ( 8 /�N •� •,.,� - 8 �; - - -� 7~� (� CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATIONS. .it>�� . + 7 . . • w . �/• . . . . . . . . . . . - . r ' .� - J 7 .^t . - �. N _ i ! - w._ ...� • ••� V • _ - 1 t r .. moi.- . • . r w� �w t �f __ - z r,. n p _ - -- ._ �- 15 CONSTRUCT 4 ASPHALT CONCRETE PRIVATE DRIVEWAY APPROACH OVER 95% o . . .'1 P •a, N -'* ; COM ACTED NATIVE SOIL. _ Q - h� - h - - - . �,�• 18 CONSTRUCT 24" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE, SHEET 12, FOR D -LOAD. - -- - -- ,� .. ,� CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL NO. 1008. Ills a. c� .. ; . 9 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION AS NOTED PER CITY O r +� !� - - 7 ,� ... �.' . c. ' �2 a F FONTANA -_ . -- _ 0 W ... t- �l.7 w).. ........ .. .. ... �� 7 F - = ...:.... 5 STD° PLAN NO.*S 3003 CASE A AND 3004 L� N' ......... .. (� a a • LiJ BAN _ - . r 1 't- ......... fi• biJ•3T-kS�;)............ - 3 .:...:.... ... Z ....._ .. .. .. .... �,..... ... ..... ... ........ .. - 6. .. _., � ��1 _ _ 20 REMOVE STORM DRAIN PLUG AND CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA --R/* - Q d d a ^r_�. d ` d _` - - •-. - �---- _ - d 4 Q a • 25 CONNECT TO EXISTING STORM DRAIN RER CITY OF FONTANA STD. DETAIL NO. 3025, R/ R W.�_ ` R/W cy_-.. C) CASE 1. - TCE d 2 'WM I ( )� TCE 2 r _w -_. " ` - --__ -TCF- WAY APPROACH, COLORED AND STAMPED IN KIND, OVER 1 -� nom, __... - ,� 27 CONSTRUCT 6 PCC DRIVE H D 95! COMPACTED NATIVE. i -� O =---� -.s� __f... -- _._� ;` oo I ao 1Q 7A CONSTRUCT AC TAPER. OD o 230 04 081-01 `�'� C 230-081-02 M 230-081-03 I 230-081-04 �,,� i 230-081-05 = '� ��; �. o--_ ,, . Q 7C REMOVE EXISTING CMP STORM DRAIN INLET. CONSTRUCT + + �.� + I + + +� o N c V_IN N to to TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. - 3026 TO CONNECT TO PRIVATE ON-SITE STORM DRAIN Q�pFESS/ON q W • CYRAX 3 D LASER SCANN/NG U m rrte %1 ea .::. F ,rs : <rs .. ;r ss , r se: a car: • GPS & ROBOTIC SURVEYING Wm N o. 55750 • GEOMA TIC ENGINEERING _ Exp. 2/31/08 • CIVIL ENGINEERING GROUP •LAND PLANNING OIVIL 310 N. COTA ST. SUITE I, CORONA, CA 92880 qlF OF CALF PHONE: (951) 737-4406 • FAX: (951) 737-4407 • tpg@the-prizm-group.com U n dffo0-d Seryi c All art SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION . NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT Al ADD INTERIM AC TAPER AND TOLL FREE 1--800-227-2600 STORM DRAIN CONNECTION. TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPnaN n" � FOOTHILL Fes.. 0 70 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE (12" MIN.) CA cn E I 6 I 6 STREET IMPROVEMENT 1Q @ADJUST SEWER MANHOLE TO GRADE. I I CONSTRUCTION NOTES (CONT.): GRAPHIC SCALE 1Q 76 CONSTRUCT 3" ASPHALT CONCRETE OVER 40 0 20 40 80 160 1A NOTE: 12" NATIVE IN LIEU OF CONCRETE. THIS PLAN IS FOR CONSTRUCTION OF STREET IMPROVEMENTS ON THE NORTH SIDE OF FOOTHILL BLVD. FROM STATION 120+55.58 TO STATION 126+00.00 (FROM EDGE OF PAVEMENT TO BACK OF SIDEWALK ONLY). ASPHALT TAPERS SHALL BE 3" OF TEMPORARY PAVEMENT OVER 12" OF COMPACTED NATIVE. (IN FEET) 1 INCH = 40 FEET Y OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FOOTHILL BOULEVARD SOME. �s saoWN INTERIM STREET IMPROVEMENT PLAN DAA ,S TA. 1TO T .126+00.00 "RM 2008 V BY: DATE: DRAUNG �: 15 -ENGINEER R.C.E. - � 4406 46 �akffp Na89Y8M1 CITY DATE TKE ENGINEERING, INC. 4446 CENTRAL AVENUE RIVERSIDE, CA 92506 (951)680-0440���� ffFtaN43 FAX (951 680-0490 lc* Y M. ENNER R.C.E. No. 69984 XPIRE5:9-30-08 1 � GENM � 1VP�Vr� BCULEVARD CHQi A\IENUE T-0 ML= A ".UE SHOULD CONS'FRUC110N OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON oiurw BY. - r:(951) 3NL AND CAY2RIED FORTH IN A DILIGENT MANNER, THE CIN ENGINEER MAY p W.Erp.8-30-CB REQUIRE REVISIONS TO THE PLANS TO '�lt�i BRING THEM INTO CONFORMANCE 1MTF6 OEM Br. CONDI710NS AND STANDARDS IN EFFECT. NPT DALE ENGit. (IN FEET) 1 INCH = 40 FEET Y OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FOOTHILL BOULEVARD SOME. �s saoWN INTERIM STREET IMPROVEMENT PLAN DAA ,S TA. 1TO T .126+00.00 "RM 2008 V BY: DATE: DRAUNG �: 15 -ENGINEER R.C.E. - � 4406 46