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CO w ^moo - 1 +65.06 EAGLES NEST WAY = INV -1600.7 (12" HDPE p°1 N 0131 N `�� - ;b` ro co �� `- �'� 10+00.00 TOSCANA LANE o � � I I- AND 42' PERFORATED HDPE) I 11 N I co IsLO O 00 ' p N rn m O� N _� c00 a0 N M;` c0 O a0 N N N M M t\ O co I_ N eh M O O N O d O �% _ '\ r('� n� rO �J O� CA(,� (.0 _j OU O(,�/o"iSJ N� N(' OJ M(' i60 �J CD r,, r�C.7 _J n(,� 00(,� Ln __j �'�a0(� O(,� \ o L o w o ti c0 c0 co R/W ca ca ca cD ROP.SWALE EARTHEN � w w cta w cn w LIDw li w w w w w ��5 w w ori U ow ow ow ow ow ow w ow J 0 CD - o cO `p PRP EDGE `` S=2:1 N - - OFOPAVEMENT �� ca S-2:1 RAW �� S=2:1 CURVE DATA CURVE # LENGTH RADIUS TANGENT DELI A C1 12.01' 20.00' 6.19' 34'24'42.69" C2 12.01' 20.00' 6x19' 34.24'42.69" C3 12.25' 20.00' 6.32' 35.05'29,42" C4 12.25' 20.00' 6.32' 35.05'29.42" C5 25.13' 16.00' 16.00' 90'00'00.00" C6 1 25.13' 1 16.00' 16.00' 1 90.00'00.00" _ - N -- . p �P, cD --- - - _ -� - = - --- -- - -- -- - - -- - _ ----.a--- --- -�_:��__���� - --- _ - - -- -_ ----5:1.�F - - �1 T • _ 1 --� 10 '7_111) - - _ - - - - - - - - 1 LO ;, ,, _ t . E.- 00 :"r . y:` "„ „ 1 m A„ 3r-. 4:a 3 O .. , ,. ...«,. «..« «. ..;. a::= VIA k�'` 8 i2 . . , « „ , co -'rr. !: I ? ,, :.. t - '•.CONSTRUCTION N TE �b. 2 .. NOTES 'i 2 :S �. , :,:. s �� ., <.. ««. , «, .,:.., .- _ . « • . ... «� ... .. , .. , , ..... ..... «. , ,r. CONSTRUCT 4.5" MIN AC ON 12" MIN COMPACTED NATIVE SOIL 95% COMPACTION) PER CITY 0 ,f : ,� F ( ) fv °1P:-z=-� • •arae:•:•; 2 '%•i'i's'ili «•'}?`fir . -� O F NTANA T N0. 400 CZL ST. INT, 0 0 SD 0 , _ ,« 10+00.00 EAGLES NE WAY = ;' c6 w - i' C3 iG7 3 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN No. 1000 .• 1 7 ♦ t.. r ,. ,»♦ w r 10+00.00 FALCON RIDGE WAY • U U - ca --- - - - - . N I T 4 TY TD. PLAN NO. 1006 6 T" THICK P SIDEWALK PER I .c..\' M r- i /- - ... - _ _ -.. _. _._ M rn _ _. _ - -I-.--.--- ..._ - k 8 7 NOSITALLL STREET LIGHT PER STREET LIGHT LANS a U 8 rn rn p _�.� -. 4b -- --:� 6 __ 5 � SO __ _ _. rn rx� O . _ y w '- o. 'nr'� oo w O w _......._ RAW _ PROP. C w G f a� ��L O9 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN N0. 1002 0 0o rn - _ _ _ I __ . PROP. WATER PER -,.-� 00 r14- _ 1DLV�1-600.7- "".- _ z v "' + o `D §' a cD r + -`- SEPARATE IMPVT. PLANS �' m �-w U CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 3004. BOTTOM OF BOX TO BE PROPOSED ETIWANQAt�- o Q m ,9 N O o o v i I (42" PERFORATED o o rn o N POURED FLAT PER ELEVATION SHOWN ON PROFILE AND PER DETAIL H/2 0o w N (BY OTHERS) r I + `° # o 3 it k -I HDPE) i E o ca "� 0D0 co 5�~ z o � 0 a '0D cD o w o : - L M E NTARY SCHOOL # 13 I-'-, . � -' � 00 n oo� o X62 ©CONSTRUCT STREET NAME SIGN PER CITY STD. PLAN 4003 -0 �, ,� Fn o o > Q , II _»�� + i � n to rn vri '. T I o I u o r_,_11.No + ,% ;` �' �^ �� �5 CONSTRUCT METAL BEAM GUARD RAILING PER 2010 CALTRANS STD. PLAN A77A1 o r� O cq x 1 7 / 7 >' f, f 7- O omoo° - + + I# o , ��r�" 1.�"`,�'©INSTALL INFILTRATION TRENCH PER DETAIL B/3 - 10+50.00 EC j �� _ > `' + O ? ( I "" - '� 1620.59 TC I� �li i I� r,62 ©INSTALL 12" HDPE TO CONNECT INFILTRATION TRENCH PER DETAIL 6/3 I s I � `�, o 8 INSTALL 6" AC DIKE PER CITY STD. PLAN No. 1007. FALCON RIDGE WAY il �.,; 7.83TC 7.87TC TOSCANA LAN E _ 6.91 FL, 1 1 CF 6.95FL, 1 1 CF �+ �+ Q @9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 CASE C � SEE SHEET 6 I 7.24 FS 7.39 FS SEE SHEET 8 3@ INSTALL 6" AC DIKE PER CITY STD. PLAN NO. 1007. PROVIDE 1' OPENING EVERY 50' Q 0+50.00:. BCR r . N .' 16 07. 7.78TC 7.93TC 00 f 7.11 FL, 8" 7.26FL, 8" CF M O e !_ cE FLOW - COW N N 1 5' 5' 3. U W=3.5' cn r CB. STA. 10+63.25 EAGLES NEST WAY 40' o' 20' 40' 80' N LOCAL DEPRESSION DETAIL 0 1 SCALE: 1"=10' SCALE: 1" = 40' ro 11 W cn cn BASIS OF BEARINGS: "''1I CITY OF FONTANA CALIFORNIA FESS! 7 THE BASIS OF BEARINGS FOR THIS DRAWING SHOULD CONSTRUCTION OF THE REQUIRED ��,Z) Fq� a Is: CL of LYTLE CREEK ROAD Noo•40'22"w _ STREET IMPROVEMENT PLAN IMPROVEMENTS NOT COMMENCE WffHIN TWO YEARS A, , �,? = FUSCOE 1325.56 BASIS OF BEARING PER MB I�1��■ DRAWN BY: SCALE: 0 309/7-10. OF THE DATE OF APPROVAL SHOWN HEREON AND D m 00 -E N 6 N E E R i N EAGLES NEST WAY AS SHOWN N0. C 047255 DIAL CARRIED FORTH IN A DILIGENT MANNER THE CITY / 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 F BENCH MARK: TWO WORKING Exp. 12/31 17 DESIGNED BY: DATE: � SAN BERNARDINO COUNTY BENCHMARK BEFORE DAYS BEFORE tel 909.581.0676 o fax 909.581.0696 o www.fuscoe.com FROM EAGLES NEST WAY #8-17. SBD co BR DISC IN CONIC LEG YOU DIG You DIG ENGINEER MAY REQUIRE REVISIONS TO THE PLANS T 4 N HIGHLANDTO BRING THEM INTO CONFORMANCE WITH \P T TOSCANA LANE SEPTEMBER, 2015 O' POWER OWER SCE# 195 3 3 TOLL FREE 1 -800-227-2600 1P C I V I - a _ 2S-10CHECKED BY: APP BY DWG. Ni AVE. 0.2' MI W of SAN SEVAINE AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. ATF OF cA+ \F�� /- l Z 7' l� 7 ELEVATION = 1428.61 (DATUM OF 1929) REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STEVEN L. ELLIS R.C.E. 47255 Date 5395 CITY ENGINEER R.C.E. 51152 DATE: 9