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B. }NO f - - _ - CX LO : : I' 1 t I Vlr �! ' u7 O} i I ._ _ _ I i.-. , { _... , _�..._ ,. _ } 1 1 i _._° ' f]. i I € 25+04. EL - I1 [ ,� _ , r _ ! EX STIMG 05Q.6 I SURFACE i PIA p, + - 1 # ' - _ - t s I i i rt w �� - - - _ I a 8 TERLI I i } I G 1= -o NE I i I • , : r.___ _ _. _____Y__-_._ _ I G1--0.40 G - O 4 - w C-4 .__ a 7 O, ._ � i-_ s N C"" > I w i V ?✓ i V Q} 1 Cim i r _ p_ ' i I p r i p-•-- ; +i O ! O i } � € i W : `� e} ' In v � � ° v 1 1 •--- -t"O av "_--- - -' - - _ - __t \-_uj L_ to I O M o M 8 I 1 --- p N o p } O N p O In (n 4 t o . CA _ M S . i 'd• O r O � S c '� O I 3 i i i } In i[) i t 01 Cn O) 4 t _�!'S + _.O + O G -_____t'_. + 0.,._ _._ P _ '. n i v N er u7 In s + O ! t �' an '+ O } t3 �...._` . - .d' i t : r j ,I\ -� 1 + Q r + Q + , r d' i [{ i + O t A I[) i 1F i .,._,_.. "R._..._.{,____ .._y_..._j..-..._. ._!tA. ss-...�_�---.. �__.... _L.,._ ..-.___, = -- . _ .': \. _. _. _ _ ... : N nl - i .r.. - ! M .--. , _ . : - N , N i N i [� I r fD i i rl• Q E .�. I 1 t i _ I + O G n f i i r f _ 4 ! t ! 20 s W N N ('�ZvPoSE•� InnPlzoUrn�i=„1T5 378 FLANS PW6, n1o, 351-7. GRAPHIC SCALE C.F. _ c --i if I . E I - 4 24+82.216 U")ERWOOD DR PIX 23104. iO EL = 1,1049.9 =34+37.98 !VOLANTE 1 DR G 1= -0.40 82-"0.40'X I 1 o In o i w 0 + ^ a _NV E I� r i - 0 In 0 In in 21 ao rn !t NO NNO a t O O M s 21 22 23 q TRACT 16074 G SILK ST m W j?' 20' 20 1 ' m 06 1p > LO C6 v o N `14 N 3 SEE SHEET 16 FOR 42 STORM DRAIN L "A E FL CON TRU TION PLaN PROF 4 10+52.00 4 • 5 S 10+5 .00 ECR 104.45' E• o ;n 3 o____- "�17 49.93 3 - N 8" € `/ 11'`FICRSEC1`'0f4 f I 4 24+82.216 U")ERWOOD DR G �i 'G 2- 0.41)% 1 : =34+37.98 !VOLANTE 1 DR -` LENGTH I 1 o In o i w 0 + _ t f p N O In In o9. i? 0. 1.- N N n POR., 100' VC EL 10.50. PI{ 0 25+04.50 C-4 ao rn t 14 t CENTERLINE 47. i2' O.C. " 4 F.12' D.C. V I a4r 1 78' I4/4=11.78' m a^p N w 4 i 30.00 r._ ID t ' . 0:� O A�O N rt. Ni 16 �OY7 ; N - A.n N _ Wi. 1- ) n )A O CURB RETURN In.__ci 90 00 00 C,J-� In �- 47. -12 rJ, 7 I� 62.00' 35.56' 18.28 24 A I 3 e•- t -8 1 M i� o i I 0__ N i € I� 1049.91 O SI ®22' 0)00 OF O_� I i + __ __ PROFILE SCALE i! -- ._. i 1 fin VERT: 1" 4' 25 26 t , 1 I IC.B.NOW 11l o_I I * t c t ; iT S YJ. 27 Nz I 0 27-x04. EL :1049 92i G �i 'G 2- 0.41)% 1 : 0 O LENGTH 1 w 4 f t o In o i w 0 + _ t f p N O In In o9. i? 0. 1.- N N I+n + O 2 i t O} I� C-4 ao rn t 14 t CENTERLINE 3 t , 1 I IC.B.NOW 11l o_I I * t c t ; iT S YJ. 27 - .wows ►w�� ,®.._.., ..�.•e �>i,. 9611. o Nz O PROPOSED SCHOOL SITE "' 380 0 O LENGTH TANGENT 0 0 + o + 24+82.26 UNDERRWOOD DR N N 93.91' 0 2 TE DR I+3NT�CTIOONN� 800.00 ao rn a CENTERLINE 3 o V < -i N m a^p N m 30.00 47.12 ID CURB .c~.r a v C4 Nj 30.00 47.12 ' _ 30.00 CURB RETURN 6 - .wows ►w�� ,®.._.., ..�.•e �>i,. 9611. o Nz O J tv 379 w "' 380 DELTA/BRG O LENGTH TANGENT r� 0 + o + n N N 93.91' Loll LO 0 381 382 9? `a - CA > o N 3 �.-�.� 2S � (3 U'''� 0.13 � �r� • 85.98 ECR33+85.98 MATCH LIN 50.10 EE SHEET 4 FL 383 m 1 22' 22' 1 ' w to 247 N N 0 4' 4 + " VOLANTE DR 'n 194.92' 4 179.03 LOT C 1 Gi! j o� T n I 248 IR L idD' VC !iVl PI 29+04Y0 EL^ i105Q.60 ) [ 3 ot : s i g Iti 'v ' VC 4 N 1 I = 29104. EL__ ;10 72' 4 5Q E CURB/CENTERLINE DATA ® DELTA/BRG RADIUS LENGTH TANGENT REMARKS 1 13°23'27" 800.00' 186.97' 93.91' CENTERLINE 2 13 23'27" 800.00 186.97 93.91 CENTERLINE 3 90'00'00" 30.00 47.12 30.00 CURB RETURN 4 90 00 00 30.00 47.12 30.00 CURB RETURN 5 90 00'00 30.00 47.12 ' _ 30.00 CURB RETURN 6 90 00 00 30.00 47. -12 30.00 CURB RETURN 7 32'51'36" 62.00' 35.56' 18.28 CUL DE SAC 8 245°43'11" 38.00' 162.97 -- CUL DE SAC 9 32°51'36" ' 62.00' 35.56' 18.28' CUL DE SAC 10 90000'00" 30.00' 47.12' 30.00' CURB RETURN 11 90'00'00" 30.00' 47.12' 30.00' CURB RETURN 12 90°00'00"- 30.00' 47.12' 30.00' CURB RETURN 13 90°00'00" 30.00' 47.12' 30.00' CURB RETURN 14 40'30'49"32 0 2283 11.81 CURB RETURN 15 90'00'00----16.0 --16. 25.13 16.00 CURB RETURN 16 89 54 37 -00 -T5-.-1 1 15.97 CURB RETURN 17 53 20 55 32.00 29.80 16.08 CURB RETURN �.-�.� 2S � (3 U'''� 0.13 � �r� • 85.98 ECR33+85.98 MATCH LIN 50.10 EE SHEET 4 FL 383 m 1 22' 22' 1 ' w to 247 N N 0 4' 4 + " VOLANTE DR 'n 194.92' 4 179.03 LOT C 1 Gi! j o� T n I 248 IR L idD' VC !iVl PI 29+04Y0 EL^ i105Q.60 ) [ 3 ot : s i g Iti 'v ' VC 4 N 1 I = 29104. EL__ ;10 72' 4 5Q E PJ 050 N pr O 1f - 3' 0; O r O o I� v t`LoLO a+o l � N 0 1 3 61 , rl) F _,___.. I „o =" . 1. 29 30 G1= -o -1q!' -VC-- 1 0 VC - 19 31+04. EL - 10, G2 30. } € i Y 4 f r i { i ! 1 r Igio ' �o u i 31 OM) 4 .121 0.t. - € Y 'A I ! 4 r/ 41 of 141 � QI sf g� l I € 32 261 262 263 264 265 V Yi Z 1. - In -M _ CI Q d O + a00 _o M 3 II M U N DE R WO O D DRIVE CONSTRUCTION NOTESto , 1D CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 27 do 28) No PpFESS/p�A RECORD3O CONSTRUCT 8" CURB AND (ATTER PER CITY OF FONTANA STD. DETAIL 1003 y�� ��/',•,�'f' 4O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 0 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. N0. 1006 Uj N0.63494 ® CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 0 300 ENGINEER: - (D TRANSITION FROM 6" To 8w -PCC CURB clVn. (SIGNATURE) (DATE) 1�OF CALF00 1-1 0 co REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Ir PLANNING ■ DESIGN ■ CONSTRUCTION Q BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF- THE REQUIRED CITY OF FONTANA CALIFORNIA W 1 li- ADD CURB RETURNS 12/18 4/,(� f w ' "� °�° THE BEARINGS HEREON ARE �pFEssjo FOR SCHOOL SITE EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COgINI€ENCE WITHIN TWO o Q Nil STREET IMPROVEMENT PLANS FOR En o ' OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN ��@���iyl�' 6, 27555 YNEZ ROAD, SUiTE 400 TRACT 16074 3 3 RECORD DRAWING AS NORTH 89 03 21 EAST ■ ■ ■ i CHISELED BOX IN HEREON AIS ;.CARRIED FORTH IN A y Z TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: DIAL EASTERLY TOP CURB, PER PARCEL MAP N0. W No.43090 m UNDERWOOD DRIVE O TW❑ WORKING q (zEMoVE o� ,q�}� fuRg, 12195 P.M.B.158 28-40; DILIGENT ' MANNER T CITY ENG I NEER CONSULT 1 N G 909676.8042 • FAx 9o9s7s.7240 • www ORR A S SHOWN BEFORE DAYS BEFORE TAMARIND AVE.; 60' Exp. 3/31/w FOR THE PURPOSE OF THIS MAY REQUIRE REVISI TO TFE PLANS TO 210' WEST OF SILK STREET JOB NUMBER o YOU DIG YOU DIG 6v -Trg 511?r=W t-9 46 SOUTH OF TAMARIND CT., s PREPARED DE TH S RVISION OF. DESIGNED BY. To 5o EA M ANY DRIVE MAP, SAID BEARING HAD C 500 SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING TEEM INTO C01(VRMANCE WITH 9l �� ��� 15-100187 .� Uf Chi DRAWING NO. E-, ,, o ORR TOLL FREE 1-800-227-2600 S►�ow�.RFnna/� Srorrn� �a�J 0.00'36" To NORTH COI�ITIONS AND STAI�ARDS IN EFFECT. f E DATE. 3 bZ CHECKED BY: OVED /> 4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT •/�!- � � �"f b Z o 89'04'00" EAST. Q MICHAEL A TYL AN CE N0. 43090 EXP. 3-31-04,, MAT CITY NGIN R.. .C.E. 51152 DATE: � / �� 36 ! '' z r TRACT 16074 �~ m 0) MAHOGANY DR w � 1 r 22' 2r 1 _ Go co W m w o� + d N + + W CdD OD M 3 END M 3 N M W N + C�NSTR - TI 5 4 179 N LINE OF SIGHT (TYP) 10+52. OC BCR 49.7 7 5 3' o u' 192.00' _ OD -C-4 -N 1 5u 11 -FL IG 6 -� 0--49.91 N 49.57 8. S Q FL Of to 194.92' ;n to LOT C 296.00' W o Z � 260 a 2 261 262 263 264 265 V Yi Z 1. - In -M _ CI Q d O + a00 _o M 3 II M U N DE R WO O D DRIVE CONSTRUCTION NOTESto , 1D CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 27 do 28) No PpFESS/p�A RECORD3O CONSTRUCT 8" CURB AND (ATTER PER CITY OF FONTANA STD. DETAIL 1003 y�� ��/',•,�'f' 4O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 0 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. N0. 1006 Uj N0.63494 ® CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 0 300 ENGINEER: - (D TRANSITION FROM 6" To 8w -PCC CURB clVn. (SIGNATURE) (DATE) 1�OF CALF00 1-1 0 co REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Ir PLANNING ■ DESIGN ■ CONSTRUCTION Q BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF- THE REQUIRED CITY OF FONTANA CALIFORNIA W 1 li- ADD CURB RETURNS 12/18 4/,(� f w ' "� °�° THE BEARINGS HEREON ARE �pFEssjo FOR SCHOOL SITE EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COgINI€ENCE WITHIN TWO o Q Nil STREET IMPROVEMENT PLANS FOR En o ' OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN ��@���iyl�' 6, 27555 YNEZ ROAD, SUiTE 400 TRACT 16074 3 3 RECORD DRAWING AS NORTH 89 03 21 EAST ■ ■ ■ i CHISELED BOX IN HEREON AIS ;.CARRIED FORTH IN A y Z TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: DIAL EASTERLY TOP CURB, PER PARCEL MAP N0. W No.43090 m UNDERWOOD DRIVE O TW❑ WORKING q (zEMoVE o� ,q�}� fuRg, 12195 P.M.B.158 28-40; DILIGENT ' MANNER T CITY ENG I NEER CONSULT 1 N G 909676.8042 • FAx 9o9s7s.7240 • www ORR A S SHOWN BEFORE DAYS BEFORE TAMARIND AVE.; 60' Exp. 3/31/w FOR THE PURPOSE OF THIS MAY REQUIRE REVISI TO TFE PLANS TO 210' WEST OF SILK STREET JOB NUMBER o YOU DIG YOU DIG 6v -Trg 511?r=W t-9 46 SOUTH OF TAMARIND CT., s PREPARED DE TH S RVISION OF. DESIGNED BY. To 5o EA M ANY DRIVE MAP, SAID BEARING HAD C 500 SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING TEEM INTO C01(VRMANCE WITH 9l �� ��� 15-100187 .� Uf Chi DRAWING NO. E-, ,, o ORR TOLL FREE 1-800-227-2600 S►�ow�.RFnna/� Srorrn� �a�J 0.00'36" To NORTH COI�ITIONS AND STAI�ARDS IN EFFECT. f E DATE. 3 bZ CHECKED BY: OVED /> 4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT •/�!- � � �"f b Z o 89'04'00" EAST. Q MICHAEL A TYL AN CE N0. 43090 EXP. 3-31-04,, MAT CITY NGIN R.. .C.E. 51152 DATE: � / �� 36 ! '' z