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HomeMy WebLinkAbout2419-4I 6' HIGH PERIMETER WALL BY OTHERS. LOT 24 9 0 co + /► /1 Cy h H wo wco rn LOT "A" 18" STORM DRAIN--" PER STORM DRAIN IMPROVEMENT PLANS ECTIO -B NOT TO SCALE 15 ip I -T N00 r- 24 00 • N00'32'46"W N W FU- �'! f N . O MjI U 00 �p �, C•,� U .t �' N I�j H U to R 0 ,z2.50 o% U 0 U ` R o 09 CSI 0*0 M 9 W U '+r; hh � ND jh^ p N QD ca N H � N + to \ 6.35 U 8 00 g F -tri oU ' .o ^ h . 1 , VC . 66 N04 W +�mNh N PORTION 0 a o(0h 292.1 c� ?� __. O �.. Nv- P1=1 89.1103 0 \ OD 0 mN N •N C*4^ 00' o V J h P1=1782.60 N IN M LL - 0 ul 9 Lf) • g 1 tl to to ^ t+D thDi W + CV N ? m to �. N N h o civ° rr`. 00 cn W S W cn '.'- ♦ h 8 tl O N 02 � F? 000 I I cD 16 co ". 00 N 00 •,t h d�N U o + � 100Ng 0000 8 I� + 00 h + ^ eatG NOW J OD P 0 �. � � N R N ^ 0 N r' + h m N N 100' vc Pi=1782.57 fk=2.50% O o 10m © g acs N CD U-)/ > e/2 e/2 /6 % to LO Z m CJ W ~ �uCOto N 0- 64 o to rCl C. O " 6 �Z + p K' Oo 9 00 00 00 00 QO c ♦ V O 00 QO h 0 ♦ 0~0 00 75 25.77 1`3 N 28.+ Q, 'N (TYP.) CdG 0040 N L.O.C.=5 .49' .O.C.=154. 2' \ n PORTION OF 292.11 vc N 1000 vc P P1=1782.60 1=1789.11 25+00 26+00 6' HIGH PERIMETER' 6' HIGH PERIMETER --� WALL BY OTHERS. WALL BY OTHERS. LOT 24 LOT 25 2' Oho Im • �co in N 'N 17 + to (n N M, N 18 ui 00 Lo N J LOT "A" t I 27+00 0.59 m CONST. CONCRETE BROW DITCH PER STORM DRAIN PLANS ECTIO - k N AA x� NOT TO SCALE s �s m 1 20 00 co 1 + C2 1 19 N 1 i te�� w h U4 w 3 2 29 30 33 32 U31 = i I m m m I i I co N N W 40 N �0 � 9 + + +(n + N N N C� N 4 HUNTSMEN 28 1 28+00 29+00 EX. C do G OWY W=16.5 ' STA. 24+51.52 FOXBOROUGH DRIVE N PER ST. IMP. PLANS ; Ur T' 8 DWG. NO. 1880 o rn 18 15 10 d9 " \ 23 1 < SEE PROFILE B. N 1 1 HEREON xxx CN ` CONSTRUCTION CA o� Z 00 24 t 00- cr 0` � o0 22 Z �g 1 \\ vaz z� 21 27 \\ W N d N m 26 \ N \ U e <l* LOT "AmM � SQ�o V j � p to 12 N0l"3r02*w SEE PROFILE "A" ti2�3• HEREON 10I d N 0 z i i g LO 0 + N h r*- > cn TANGENT w ul 25 0 J ^ i1: Z o aCL w < 10 0 0)_ 04 Y Ko 0 0 c. + � N h T- N 25.00' CL ej 10"37'41" 332.00' 61.58' • h 32'31'56" 182.00' M W w.. 1&> 1233-07'48" 38.00' 234-00 244-00 LOT "A" 18" STORM DRAIN--" PER STORM DRAIN IMPROVEMENT PLANS ECTIO -B NOT TO SCALE 15 ip I -T N00 r- 24 00 • N00'32'46"W N W FU- �'! f N . O MjI U 00 �p �, C•,� U .t �' N I�j H U to R 0 ,z2.50 o% U 0 U ` R o 09 CSI 0*0 M 9 W U '+r; hh � ND jh^ p N QD ca N H � N + to \ 6.35 U 8 00 g F -tri oU ' .o ^ h . 1 , VC . 66 N04 W +�mNh N PORTION 0 a o(0h 292.1 c� ?� __. O �.. Nv- P1=1 89.1103 0 \ OD 0 mN N •N C*4^ 00' o V J h P1=1782.60 N IN M LL - 0 ul 9 Lf) • g 1 tl to to ^ t+D thDi W + CV N ? m to �. N N h o civ° rr`. 00 cn W S W cn '.'- ♦ h 8 tl O N 02 � F? 000 I I cD 16 co ". 00 N 00 •,t h d�N U o + � 100Ng 0000 8 I� + 00 h + ^ eatG NOW J OD P 0 �. � � N R N ^ 0 N r' + h m N N 100' vc Pi=1782.57 fk=2.50% O o 10m © g acs N CD U-)/ > e/2 e/2 /6 % to LO Z m CJ W ~ �uCOto N 0- 64 o to rCl C. O " 6 �Z + p K' Oo 9 00 00 00 00 QO c ♦ V O 00 QO h 0 ♦ 0~0 00 75 25.77 1`3 N 28.+ Q, 'N (TYP.) CdG 0040 N L.O.C.=5 .49' .O.C.=154. 2' \ n PORTION OF 292.11 vc N 1000 vc P P1=1782.60 1=1789.11 25+00 26+00 6' HIGH PERIMETER' 6' HIGH PERIMETER --� WALL BY OTHERS. WALL BY OTHERS. LOT 24 LOT 25 2' Oho Im • �co in N 'N 17 + to (n N M, N 18 ui 00 Lo N J LOT "A" t I 27+00 0.59 m CONST. CONCRETE BROW DITCH PER STORM DRAIN PLANS ECTIO - k N AA x� NOT TO SCALE s �s m 1 20 00 co 1 + C2 1 19 N 1 i te�� w h U4 w 3 2 29 30 33 32 U31 = i I m m m I i I co N N W 40 N �0 � 9 + + +(n + N N N C� N 4 HUNTSMEN 28 1 28+00 29+00 EX. C do G OWY W=16.5 ' STA. 24+51.52 FOXBOROUGH DRIVE N PER ST. IMP. PLANS ; Ur T' 8 DWG. NO. 1880 o rn 18 15 10 d9 " \ 23 1 < SEE PROFILE B. N 1 1 HEREON xxx CN ` CONSTRUCTION CA o� Z 00 24 t 00- cr 0` � o0 22 Z �g 1 \\ vaz z� 21 27 \\ W N d N m 26 \ N \ U e <l* LOT "AmM � SQ�o V j � p to 12 N0l"3r02*w SEE PROFILE "A" ti2�3• HEREON 10I d N 0 z i i L. 150.61' w 8 \ DELTA N LENGTH TANGENT 04 (0 25 0 J < i1: Z a aCL w < o ' 0)_ 04 Y Ko 0 28.86' c. 90.00000"111111111 N 39.27' 25.00' CL ej 10"37'41" OOF 4VORM GRAPHIC SCALE 49 m w w I inch = 40 tL REVISIONS.._• c3 -• 11.13' L.O.C.=25.55' Q 76.51' 35"1�' c � /k a ��'��- a uj �J 30 • vC W g P1=1789.46 w °' ,,eloe a mam 00 '� h c: w � w w .� PR BILE W 00 > p,�0 E'L'Y MW C$F PAVREW 00 h ^ V Q �R=10.OA Z PROFIT N'LY EDGE OF PA L. 150.61' .C.=22.63' 47' 26.81' 0.56' \ DELTA RADIUS LENGTH TANGENT CA> 1 10'37'41" cC 64.92' 50' VC (B-> a 17 113.56' P1=1799.11 0)_ w 00 42.85' 28.86' c. 90.00000"111111111 25.00' 39.27' 25.00' E 10"37'41" 332.00' 61.58' 30.88' F 32'31'56" 182.00' 103.34' W w.. 1&> 1233-07'48" 38.00' 154.62' _m _ N 00 62.00' 57.49' m 00 000 (j> / 218.00' 123.78' r- 00 Q>j 10037'41 " 368.00' 68.26' 34.23' K <."R=14.36% 200.00' 83.06' 42.14' L 51051'56" PROFIT N'LY EDGE OF PA CONSTRUCTION NOTES: O -CONST. CLRVE DATA \ DELTA RADIUS LENGTH TANGENT CA> 1 10'37'41" 350.00' 64.92' 32.55' (B-> 32031'56" 200.00' 113.56' 58.36' 0)_ 98'12'28" 25.00' 42.85' 28.86' D 90.00000"111111111 25.00' 39.27' 25.00' E 10"37'41" 332.00' 61.58' 30.88' F 32'31'56" 182.00' 103.34' 53.10' 1&> 1233-07'48" 38.00' 154.62' 76.00' H 1 53'07'48" 62.00' 57.49' 31.00' (j> 1 32031'56" 218.00' 123.78' 63.61' Q>j 10037'41 " 368.00' 68.26' 34.23' K 1 23'47'39" 200.00' 83.06' 42.14' L 51051'56" 25.00' 22.63' 12.16' (M> 26'37'02" 55.00' 25.55' 13.01' CONSTRUCTION NOTES: The SP Consultine Group 6 Morgan, Sulte 100 Irvine, Collfornlo 92618 (714)587-3012 FAX (714)472-3176 PREP U D THE SUPERVISION OF: A. S NR.C.E. K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. O -CONST. 4' MIN. AC OVER 12" OF 95% COMPACTED NATIVE, SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1. \ 0 --CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101 1 I� SNC q0 9 Y p O -CONST. O -STREET CITY OF ' 5VIDE x e THICK PCC SIDEWA K L ADJACENT TO CURB PER FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. NOSTALGIC POLES AND LIGHT FIXTURES LIGHTS, , NOSTALGIC KING O -INSTALL 2' X 8" REDWOOD HEADER. i�►S K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- The SP Consultine Group 6 Morgan, Sulte 100 Irvine, Collfornlo 92618 (714)587-3012 FAX (714)472-3176 PREP U D THE SUPERVISION OF: A. S NR.C.E. K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. 8O -CONST. COMMERCIAL DRIVEWAY PER CIN OF FONTANA STD. N0. 102-A, W=12'. 10CONST. RESIDENTIAL DRIVEWAY PER CIN OF FONTANA STD. N0. 102, W=18'. O -INSTALL 2' X 8" REDWOOD HEADER. @-CONST. 4" DECOMPOSED GRANITE OVER 12" OF 9596 COMPACTED NATIVE, SEE GENERAL NOTES 6 do 7 ON SHEET 1. FE (D -CONSTRUCT 2' MADE PARKWAY DRAIN PER DETAIL ON SHEET S, J TRANSTION FROM NORMAL CURB FACE TO PARKWAY DRAIN SHALL BE S. 75/gg 18 CONSTRUCT 6' WIDE PARKWAY DRAIN PER DETAIL ON SHEET E, * �j,g/ TRANSTION FROM NORMAL CURB FACE TO PARKWAY DRAIN SHALL BE 5`0 �* �q`' CA1.� SLOPE OF PARKWAY DRAIN BEHIND THE R/W SHALL BE 1% CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS SCALE: LCS HUNTSMEN PLACE � :` 'r a � N DESIGNED BY 5SES CHECKED BY PLAN AND PROFlLE� DATE: TAP TRACT N0. 14571 & 14571 -1 01 /16/'97 �� � 1-01 JOB N0. 10. �. . . .6_1 tO APPROVED CITY ENGINEER R.C.E. 29136 2419 4 OF 8 o�