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2419-5
A 83. R=1.00X R=6.466 t t� 1 0 QO;' PI=1 8.88 + r �z Q w� g� Oto pnV �� o 04 pno (6 LLJ L6 lei (00 LLJ 0 9.66• 25• N N U h M 100 VIC 63.24 mr- Nc��o PI =1 8.80,ci I L=117.90' 11 _ FO*OROUGF DRI\/P-, S��' 1 STq• xOo Oa 1 eX 39 • 48 F � �'0 oXeo� � 00 O,Q CURVE DATA v U LENGTH W AMDELTA 07'10'43" 250.00' 31.32' 15.68' 6 25'22'03" 200.00' 88.55' 45.01' i-- O 25.00' N 25.00' D 92'17'26" 25.00' 40.27' 6o- R` 5.9 25.00' 39.27' 25.00' F 25'22'03" 182.00' 80.58' 40.96' G 90'00'00" 25.00' 39.27' 25.00' H 98'12'28" 25.00' 42.85' _ I 25'22'03" 218.00 96.52' 49.06' J O� 360.00' 14.39' 7.20' K 07'08'13" 273.00' 34.01' 17.03' L 90'00'00" 25.00' 39.27' 25.00' +� �- ON �- 28.24' 14.14' U 21.8 1 • �- ui Q0 Rte( -)7.476 + f N N 0 J w ~ U � O Q• 03 IU- U L= 3.19 r- Imo' W o X C4 fi ©� ahc� p gN h 100 vac X4°/4 U ul o w �- N ri PI=1768.80 o0 �- 0 o '- M _ t.� o LNC - w !� pn O to u! J N © N � � �' r LL - i G/f 50 0 V 0 otp�to C3 0 � 9 _ �- r �� L g .- + r. r- r- ♦ I� N+ NN R=6.466 t t� 1 0 QO;' PI=1 8.88 + r �z Q w� g� Oto pnV �� o 04 pno (6 LLJ L6 lei (00 LLJ 0 9.66• 25• N N U h M 100 VIC 63.24 mr- Nc��o PI =1 8.80,ci I L=117.90' 11 _ FO*OROUGF DRI\/P-, S��' 1 STq• xOo Oa 1 eX 39 • 48 F � �'0 oXeo� � 00 O,Q L. 0. C. =14.39' o O � O M to .- h v - O 01�? O 0000 + (6 MLO P, Hcy. Tw4V VMT. roe Rat ` 03$ 8 8� 49 Ss0 LQ * Emp' � r =rm O Lc) ^ J U 00 u - W O 0 + mI ._ � Lc l m •- LO c U L; ~ 00 i9is-les-1 L.O.C.=39.27' UU U U U U 0* W F -F- R:.. e' g~ �a°Do 10009 o 03� ni •r gyri �ri cv r' 00 M M M M M c0 w R=(-)2.636 o LO�4 as 00E-- 0 H ♦ N O U v- N to 0 iW H N Nh� + wi O r- .- Jr -.,M ♦ `L co 8h .vc P1=1735.77 -1 z r- h li U. N 0 UR� N O) C4 W u- �6, h N h ONO O' CURVE DATA RADIUS LENGTH TANGENT AMDELTA 07'10'43" 250.00' 31.32' 15.68' 6 25'22'03" 200.00' 88.55' 45.01' (01 90'00'00" 25.00' 39.27' 25.00' D 92'17'26" 25.00' 40.27' 26.02' E 90'00'00" 25.00' 39.27' 25.00' F 25'22'03" 182.00' 80.58' 40.96' G 90'00'00" 25.00' 39.27' 25.00' H 98'12'28" 25.00' 42.85' 28.86' I 25'22'03" 218.00 96.52' 49.06' J 02'17'26" 360.00' 14.39' 7.20' K 07'08'13" 273.00' 34.01' 17.03' L 90'00'00" 25.00' 39.27' 25.00' N>1 07'07'39" 227.00' 28.24' 14.14' L. 0. C. =14.39' o O � O M to .- h v - O 01�? O 0000 + (6 MLO P, Hcy. Tw4V VMT. roe Rat ` 03$ 8 8� 49 Ss0 LQ * Emp' � r =rm O Lc) ^ J U 00 u - W O 0 + mI ._ � Lc l m •- LO c U L; ~ 00 i9is-les-1 L.O.C.=39.27' UU U U U U 0* W F -F- R:.. e' g~ �a°Do 10009 o 03� ni •r gyri �ri cv r' 00 M M M M M c0 w R=(-)2.636 o LO�4 as 00E-- 0 H ♦ N O U v- N to 0 iW H N Nh� + wi O r- .- Jr -.,M ♦ `L co 8h .vc P1=1735.77 -1 z r- h li U. N 0 UR� N O) C4 W u- �6, h N h ONO O' ro+w T7+W 33 �t off` 10�N � PCE 6 � VNoSM � '�' HUNTSMEN PLACE SEE sH[n no. 3 t �1 The SP ConsultinGrou 6 Morgan, Sulte 100 Irvine, Collforn/o 92618 (714)587-3012 FAX (714)472-3178 aAS ND E SUPERVISION OF: " C,o1-p DQAvJW&5 `' S11 ti 2 •I REVISIONS PRoI %, v DATE �RMAL A.PETERSEN R.C.E. 35275 CONSTRUCTION NOTES: 1a -CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1. 2O --CONST. 6" PCC CURB do GUTTER PER CITY OF FONTANA STD. NO. 101 Q--SONST.I5' MADE x 4" THICK PCC SIDEWALK ADJACENT TO URB PER Y OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. 4D -STREET LIGHTS, NOSTALGIC POLES AND LIGHT F1XTURES, NOSTALGIC KING K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. @l ---CONST. 25• RADIUS RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 104-A (INCLUDES HANDICAP RAMP do SIDEWALK LANDING) a -CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 AND AS MODIFIED PER DETAIL ON SHEET 7. G --CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE PAVEMENT WITHIN HUNTERS RIDGE. INSTALL PER DETAIL ON SHEET 2. &-CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102, W=16 . &--STREET NAME SIGN TO BE INSTALLED BY THE CITY OF FONTANA. GRAPHIC SCALE N � ! N • ( Dim) 1 inch = 40 !k CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS SCALE: LCS DESIGNED BY HEDGE ROW COURT ��:�'� =e� ul SEs PLAN AND PROFILEN CHECKED BY DATE: �� TAP TRACT N0. 14571 de 14571-1 01/18/97 i � JOB NO. APPROVED Gc.cL�' i DR. N0.SHT. N0. fO DATE: CIN ENGINEER R.C.E. 29136 241 9 5oF 8 o� `°o n .0. C 42.85' �� 0 - ^ in U LO U U Rte( -)7.476 + f N N 0 J w ~ U H O Q• 03 IU- U �i4 Imo' W o 00 +� 01 fi ©� ahc� p gN h �7 ~ a� U X4°/4 U �� �- N ri + Lo p 0 '- M pn � r 50 0 V P1=1735.77 ro+w T7+W 33 �t off` 10�N � PCE 6 � VNoSM � '�' HUNTSMEN PLACE SEE sH[n no. 3 t �1 The SP ConsultinGrou 6 Morgan, Sulte 100 Irvine, Collforn/o 92618 (714)587-3012 FAX (714)472-3178 aAS ND E SUPERVISION OF: " C,o1-p DQAvJW&5 `' S11 ti 2 •I REVISIONS PRoI %, v DATE �RMAL A.PETERSEN R.C.E. 35275 CONSTRUCTION NOTES: 1a -CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1. 2O --CONST. 6" PCC CURB do GUTTER PER CITY OF FONTANA STD. NO. 101 Q--SONST.I5' MADE x 4" THICK PCC SIDEWALK ADJACENT TO URB PER Y OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. 4D -STREET LIGHTS, NOSTALGIC POLES AND LIGHT F1XTURES, NOSTALGIC KING K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. @l ---CONST. 25• RADIUS RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 104-A (INCLUDES HANDICAP RAMP do SIDEWALK LANDING) a -CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 AND AS MODIFIED PER DETAIL ON SHEET 7. G --CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE PAVEMENT WITHIN HUNTERS RIDGE. INSTALL PER DETAIL ON SHEET 2. &-CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102, W=16 . &--STREET NAME SIGN TO BE INSTALLED BY THE CITY OF FONTANA. GRAPHIC SCALE N � ! N • ( Dim) 1 inch = 40 !k CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS SCALE: LCS DESIGNED BY HEDGE ROW COURT ��:�'� =e� ul SEs PLAN AND PROFILEN CHECKED BY DATE: �� TAP TRACT N0. 14571 de 14571-1 01/18/97 i � JOB NO. APPROVED Gc.cL�' i DR. N0.SHT. N0. fO DATE: CIN ENGINEER R.C.E. 29136 241 9 5oF 8 o�