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' -..,,,.,r-..,. ,. 11" 10+00 11+00 EAGLES NEST WAY SEE SHEET 7 .. 10+ X00 E R -- 01607 TC 1g c � I / I j 'Iyc i u 1604.19 I �rr Lr `� r J i ,; 4 _ F - (� .e E "Y L G .._ B 1607 I " ., U W� 02 U Q- , A FElm * ,� _,4G Mr Y' �.., $2- =2:1 6 'n + 'iMM 000 oki oo Ce- :_ M � O ( JJ'% O cD g i t- - - r k, �6osg a4 x` ', 1603.29 erI c # 4'. uei• �� O FL C7 0)tx� n Y at *t ti 6 � 1604 68 - C9� a FG �t. (1602.95 13 1 5:1 EG _ -16ff4.70 r` rn - �- 1602.95 0 0 FG w 0 w ori co � 1 cD � w F 0 w o PROP. AC DIKE o� (1602.91 0 rl: 0- , EG ,O. 0 T. INT. 10+000 FALCON RIDGE WAY = o o� 10+OO.OQ EAGLES NEST WAY 01 "p j co O W X76 1604.45 •'. `� w I Q 6� 0 FG s r _ .is a.._ t T 0 2 in 8.59TC i 7.92FL, 8" CF7 IN 7.33 FS :o I 0_0 I 8.67TC - :N 7.75FL, 1 1 " CF 5 CB. STA. 10+9 n LOCAL DE S n n Z) 3 I b N i L e-- .p a ,n ,_. Q O N 11 1-.1- ,_.. O �.... ,. ...- 1 .._. _ I __ I I f .,.... 1111 ,,.,«.......,^.[4,....,,b.,w_...................L-., . •. 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I I I I I 12+00 13+00 14+00 15+00 16+00 17+00 18+00 LYTLE CREEK ROAD u_._ __ . _ . __ _. _w..__ "_- __ ._ .-_,.-._ _ __.�.�.______._______ _..".."."_- - 1..1.11.. _.- � _.-.-...1.1..1.1.___. 1.1.1.1- -_ } 1.1.1.1.___ _...._. % 77777 1 SEE SHEET 4 ..aa It, i I t '.: ' 's:. { E 3 ' ' i, ,,.� - :;4_: 4 .r.::.:..... '. nxxxxw�xi �111cr.:_ ay ro.. _Y rs:uvxxawsr„n.n d,vxaeauzu _ r,.,c... + : EI, i U, F _P _ E I. . , ,q P :t �; . I v,I i _a_ 62 99 I , lsl I '_ � 1 I ^ P D C I WAN DA 7+04.50 BCR PRO OSE y INV 1601.0 (12 HDPE)I 1.- :: 619.78 TC IIp L�'1. I I : ...L ",.c -e __ ,.w.:::.. .._. ;_"..W. azeee z x ... .. u_ w: _8.:." _r', - . ., t. <,:: `,, AND 42 PERFORATED 7 f,. rn r 4,a< mrd LEMENTARY H L 1 E SC 00 # 3 ?r U n t r HDPE) . `, o w ,- i '•, c � � I I ^ , i e (�r' � 1 f I _.„... -.. .. -,- --,. .. , 1.1.11.._. ,-, , .__. _ .�._1111 _, . i � �� t .--_ .......�; � �a "-"- 1 J I ,4, ,,`t. u7 a ( s e r-. ....end .. .aaa. .tY„�;., ama.`aot-x '3 f s' ,r , , �t .1111, •,.......,,� ^ '-i ,.,.. } :� i d \� „ - (n E �..�. . _ _....... .,,�.T f t 1�1 _ _ .. 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F a �.. a +x- a� a�F A� a� e �F E 8 - a a- a s a 'LO + acre a+a ama+m a tl a as re ea• r r a aeaanaa axt 'ia a ax e s• ars+>a+ acres aaa+ ma ast a'a saast a r + e . e +am a -'c aso a a aaa.: a -as eq aastmm a +ma - ♦coma ae+♦aaa xaaa a- > -n a d a a •tx maw a Fc "r.eww I Y _". r. 4 u 51 4f „ 11t I - - _ - - - - - - - - y >>j` fys "O V I R E i 1 J M w co o U PROP. AC. -,, o T rn �i S=5:1 a, PROP. AC r� c� R/W rn 4 I 1 cy cO w DIKE rn cD w `n w w DIKE �`' r r - o w � w0 Z7-� - -"i w PROP. 8 SEWER w ' � ..' co ri __ c� co cO ``' PER SEPARATE v co ` ! `r' co I \ C ...,.... �,, IMPVT. PLANS r ,,, ` (BY OTHERS) (6 1, I' 1 I'll I 1, r i C L T INT. ' , � 1 (76G8 609 ,o �� ._ �6 17+33. FALCON RIDGE- WAY = i Iq I I sow �.a�``e ��,,,... ,,.�� 226+47.5 LYTLE CREEK ROAD I w X16 r• ,, ___ - � � 225+92.50 EC 11 ; } .. I'll I t., 1616.95 EP I - I o- ` " r'�� 6� ` II } CONSTRUCTION NOTES LYTLE CREEK ROAD O CONSTRUCT 4.5" MIN AC ON 12" MIN COMPACTED NATIVE SOIL (95% COMPACTION) PER CITY SEE SHEET 4 W-3.5' OF FONTANA STD. NO. 400 5' 8.80TC O3 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1000 8.13FL, 8" CF ® CONSTRUCT 8' CROSS GUTTER PER CITY STD. PLAN NO. 403 8.26 FS (�5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. © CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1006 FLOW 0 INSTALL STREET LIGHT PER STREET LIGHT PLAN \_ 8.72TC 12 CONSTRUCT TEMPORARY BARRICADE PER CITY STD. PLAN NO. 4000 7.81 FL, 11 " CF 13 CONSTRUCT RIP -RAP BLANKET CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN N0, 3004. BOTTOM OF BOX TO FALCON RIDGE WAY 19 BE POURED FLAT PER ELEVATION SHOWN ON PROFILE AND PER DETAIL H/2 ESSION DETAIL © CONSTRUCT STREET NAME SIGN PER CITY STD. PLAN 4003 .E: V=10' © INSTALL INFILTRATION TRENCH PER DETAIL B/3 © INSTALL 12" HDPE TO CONNECT INFILTRATION TRENCH PER DETAIL B/3 ® INSTALL 6" AC DIKE PER CITY STD. PLAN NO. 1007. @9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 CASE C Z_ BASIS OF BEARINGS: A THE BASIS OF BEARINGS FOR THIS DRAWING p g IS: CL OF LYTLE CREEK ROAD N00°40'22"W -1325.56' BASIS OF BEARING PER MB ED) 309/7-10.AAMW 1-1 DIAL TWO WORKING BAN CBERNA DINO COUNTY BENCHMARK BEFORE DAYS BEFORE 5 #8-17. SBD CO BR DISC IN CONC LEG YOU DIG YOU DIG 3 POWER TOWER SCE#195 343' N HIGHLAND TOLL FREE 1-800-227-2600 AVE. 0.2' MI W OF SAN SEVAINE AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION = 1428.61 (DATUM OF 1929) SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. REV. REVISION DESCRIPTION 114111 � p F E S 5/ C E ,a,as: { �o � . 11 w lkyN11 M FUSCOE �� �� � InIIl1�• DRAWN BY: N0. C 047255 m E N G I N E E R I N G o Exp. 12/31/17 ;a 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 DESIGNED BY: tel 909.581.0676 o fax 909.581.0696 o www.fuscoe.com Is, rq;� t C I v i � 0��vP e - 1-7 � a /4 CHECKED BY: F OF CA�-�F � Date DATE ENGR. CITY DATE STEVEN L. ELLIS R.C.E. 47255 ___ _ _ PROFILE SCALES HORIZ. 1 "=40' .VERT. 1 "=4' CURVE DATA CURVE # f I ..�In RADIUS TANGENT i....._.. C 1 C) O rn :� S ems- ._,1..1.11.. ...,._„__.-'-1 1..1.11._.._.._..,... i +fir t co rp ^..•- icc E - af� _._....-.. • m r\ + - _._"... ..,......_._ '___. ---------a_, _. .. ; ., :. ____ _. t ^: ` ___i,__. ._':..... .__F.._.. I '': + 34'24 42.69 1 789' 0 _ __ __ _ __ ___ (O CO 34.98' 35.00' 90'02' 13.27" I 67.54' 43.00' 43.00' -;- 0.7� I I C6 } I 114.00 34.73 33'5309.90" _� § a-.- .-.-,.--„I,, ;_ .., .,_ .. _:., I f I ._,,. 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F a �.. a +x- a� a�F A� a� e �F E 8 - a a- a s a 'LO + acre a+a ama+m a tl a as re ea• r r a aeaanaa axt 'ia a ax e s• ars+>a+ acres aaa+ ma ast a'a saast a r + e . e +am a -'c aso a a aaa.: a -as eq aastmm a +ma - ♦coma ae+♦aaa xaaa a- > -n a d a a •tx maw a Fc "r.eww I Y _". r. 4 u 51 4f „ 11t I - - _ - - - - - - - - y >>j` fys "O V I R E i 1 J M w co o U PROP. AC. -,, o T rn �i S=5:1 a, PROP. AC r� c� R/W rn 4 I 1 cy cO w DIKE rn cD w `n w w DIKE �`' r r - o w � w0 Z7-� - -"i w PROP. 8 SEWER w ' � ..' co ri __ c� co cO ``' PER SEPARATE v co ` ! `r' co I \ C ...,.... �,, IMPVT. PLANS r ,,, ` (BY OTHERS) (6 1, I' 1 I'll I 1, r i C L T INT. ' , � 1 (76G8 609 ,o �� ._ �6 17+33. FALCON RIDGE- WAY = i Iq I I sow �.a�``e ��,,,... ,,.�� 226+47.5 LYTLE CREEK ROAD I w X16 r• ,, ___ - � � 225+92.50 EC 11 ; } .. I'll I t., 1616.95 EP I - I o- ` " r'�� 6� ` II } CONSTRUCTION NOTES LYTLE CREEK ROAD O CONSTRUCT 4.5" MIN AC ON 12" MIN COMPACTED NATIVE SOIL (95% COMPACTION) PER CITY SEE SHEET 4 W-3.5' OF FONTANA STD. NO. 400 5' 8.80TC O3 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1000 8.13FL, 8" CF ® CONSTRUCT 8' CROSS GUTTER PER CITY STD. PLAN NO. 403 8.26 FS (�5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. © CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1006 FLOW 0 INSTALL STREET LIGHT PER STREET LIGHT PLAN \_ 8.72TC 12 CONSTRUCT TEMPORARY BARRICADE PER CITY STD. PLAN NO. 4000 7.81 FL, 11 " CF 13 CONSTRUCT RIP -RAP BLANKET CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN N0, 3004. BOTTOM OF BOX TO FALCON RIDGE WAY 19 BE POURED FLAT PER ELEVATION SHOWN ON PROFILE AND PER DETAIL H/2 ESSION DETAIL © CONSTRUCT STREET NAME SIGN PER CITY STD. PLAN 4003 .E: V=10' © INSTALL INFILTRATION TRENCH PER DETAIL B/3 © INSTALL 12" HDPE TO CONNECT INFILTRATION TRENCH PER DETAIL B/3 ® INSTALL 6" AC DIKE PER CITY STD. PLAN NO. 1007. @9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 CASE C Z_ BASIS OF BEARINGS: A THE BASIS OF BEARINGS FOR THIS DRAWING p g IS: CL OF LYTLE CREEK ROAD N00°40'22"W -1325.56' BASIS OF BEARING PER MB ED) 309/7-10.AAMW 1-1 DIAL TWO WORKING BAN CBERNA DINO COUNTY BENCHMARK BEFORE DAYS BEFORE 5 #8-17. SBD CO BR DISC IN CONC LEG YOU DIG YOU DIG 3 POWER TOWER SCE#195 343' N HIGHLAND TOLL FREE 1-800-227-2600 AVE. 0.2' MI W OF SAN SEVAINE AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION = 1428.61 (DATUM OF 1929) SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. REV. REVISION DESCRIPTION 114111 � p F E S 5/ C E ,a,as: { �o � . 11 w lkyN11 M FUSCOE �� �� � InIIl1�• DRAWN BY: N0. C 047255 m E N G I N E E R I N G o Exp. 12/31/17 ;a 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 DESIGNED BY: tel 909.581.0676 o fax 909.581.0696 o www.fuscoe.com Is, rq;� t C I v i � 0��vP e - 1-7 � a /4 CHECKED BY: F OF CA�-�F � Date DATE ENGR. CITY DATE STEVEN L. ELLIS R.C.E. 47255 ___ _ _ PROFILE SCALES HORIZ. 1 "=40' .VERT. 1 "=4' CURVE DATA CURVE # LENGTH RADIUS TANGENT DELTA C 1 54.98' 35.00' 35.00' 90'00'00.00" C2 12.01 20.00 6.19 34'24 42.69 C3 1 12.01 , 20.11 / 6.19 1 if 34' 12 50.28 C4 54.96' 34.98' 35.00' 90'02' 13.27" C5 67.54' 43.00' 43.00' 90'00'00.00" C6 67.42 114.00 34.73 33'5309.90" C7 > 85 62 1 1 .00 09 ) 45.16 11 45'00 27.05 C8 81.70 104.00 4 .09 3 45'00 27.05 C9 12.74 5.00 16.331 145'57, 00 8511 C10 11.55 30.00 5.85 22°0350.94" C11 12.01'30.00' 6.08' 22'55'30.90" 40' O' 20' 40' 80' SCALE: 1" = 40' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN SCALE: FALCON RIDGE WAY AS SHOWN FROM EAGLE NEST WAY) DATE: TO LYTLE CREEK ROAD SEPTEMBER, 2015 APP Y:DWG. NO.: 6 m Z 7 5395 CITY ENGINEER R.C.E. 51152 DATE: 9