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HomeMy WebLinkAbout1772-5El 11+00 h (J. Li /NTER$ECT/�N� �o f 12+00 13+00 14+00 15+00 TRACT N0. 13090-1 16+00 7� � k - i 245 1 40 I lll�ii'( I.24 T + 9 t 9. 8 OCE,4N c0 = 5f 69.94 E. LINCOLN LOOP W 4 ' a �/V 5238'39 IIW ri?AD.�) I % N �40� 733� 6- 3/Al/ ST 7 �k 4 400p9�F - �O.O f \ °�sEcT,o 9 N 6035-�0 �� 7'0.oo � � ' /7 24 E�� $ o �3� �� 2 4 c $j 97��Nr T. Q 05 _ 70.00 2 4 l f 84.79I A-0 0 FL i3 h • 70.0 rl 4 0.00 14 9 6. ro 84 60 ro FL �33•g7 t%L A 491 s) 32 4E ST LINCOLN LOOP X �. 2� RoQv � \� PO/NT LONA ST. U r1\e;r_ ) ��) 0 -- N� LY) RECORD DRAWING THE INFORMATION ON THIS DRAWING IS OBTAINED FROM OTHERS AND MUST BE VERIFIED IN THE FIELD BY ANYONE PRIOR TO USE OR CONSTRUCTION. ADAMS & STREETER CIVIL. ENGINEERS INC. IS NOT RESPONIBLE FOR UNDERGROUND FACILITY LOCATION OR DEPICTIONS. ALL ABOVE GROUND FACITIES CAN BE READILY SEEN AND VERRIED BY THE PARTIES THAT INTEND TO USE SAME. ['.( IRVF DATA sEE' sHEET NO.6 oQ�pt�ESQ%; ri No.25083 �C Exp. 12.31-69 Vit' cmv FC Q DELTA RADIUS LENGTH TANGENT Q' 07'326'16" 318.00 41.28 20.67 Q 13° 21, 53" 282.00 65.78 33.04 Q 13021'53" 300.00 69.98 35.15 i T t 1 I } i 1 i f + ; { + r { i 14 PO//VT RL -YES Sr. j X SHE SfHE'ET NO 4 �(0 0 ,�,. PO/NT c/UD/TH ST. 1 , a�,�, L. s,;. SEE SHEET NO.. No.25083 EXP, 12-31-93 OCEAN STREET PLANS PREPARED UNDER THE DIRECTION OF: we. cf Yz4 6.2.$�— RANDAL L. STREETER R.C.E. # 25083 DATE MY REGISTRATION EXPIRES 12-31-89 REVISIONS ENGR's DATE c l rY DATE No: Desori tion: APPROVAL APPROVAL 1 REV/SE,D ST. L161 -1-r LOC,AT/ON ADOEA STAT/OA/ 24 -fa AV 2 A�?0�,D RECO�e,0 //V.=0K_'1-1A T/O/V NOTE 5-20-7/ N L 3 ' t tt t ' { 1 1 + { { t i I t j { ? + z t } t i T i T t 1 I } i 1 t tt t ' { 1 1 f I L {{ I — -• ' z T_ i f + ; { + r { i 14 i ; jjt 1 -_.; jf 1 ,t� { t + `1I 1 { 1 j f } + } {+ t t 1 { + { � f t + � t t { i + _ -t - { t t± r; + { i i r i ; • ;t { ; _ k { tit 1 t + t {{ 4 r + i I V : j t t }} { t M — 1 { t } 1lj + 1 t . t l + i i r t t 4 t+t I t1 1 r + + + I I 1 i i j i t Y a i f + I 1 .- t i 1 } + t 1 {7 $ 1I i i + I i t r t 1 : { + { 1r { 44 t t j­11 - E41' • P,Cz�;IL, r t o�z -o -_ g CONSTRUCTION NOTES 1� CONSTRUCT-toA.C. OVER A.B. PAVING. (ASSUME 4" A.C. OVER NATIVE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.) 2�—CONSTRUCT 6" CURB 8 GUTTER PER CITY STD. 101. (D—CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A. @—CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 102 (W=16' MAX; X=3'). EXACT_ LOCATION ___TO- BF-_QETERMIN-F-D AT TIME OF CONS-MUGMON. 11 1114STALL SINGLE 5800 H.P.S. STREET LIGHT. CITY OF FONTANA CALIFORNIA Au a ms atrecter PUBLIC WORKS DEPARTMENT ENfu_'%INu'_-__EffnxS Drown by: STREET IMPROVEMENT PLAN s°°I;:CIVIL INC. TORK I 40, OCEAN STREET Designed bys Date: Adams * Streeter 15 Corporate Park MEL TRACT NO. 13090-1 -x_27 8� CIVIL ENGINEERS INC. Irvine, CA 92714 C71 4) 474-2330 Cheoked by: Dwg. No. 5 Approved: _ �t/.O(/-L�oL 7 2)�6� E S E=C iNTERiM'CITY ENGINEER R.C.E. 2512 . t ' { 1 1 I I L {{ I — -• z T_ i f + ; { + r { i 14 i ; jjt 1 -_.; jf 1 ,t� { t + `1I 1 { 1 j f } t } {+ t t + { t + � t { i + _ 1 { t t± r; + { i i r i ; • 1 { ; _ k { tit 1 t — r + i I V : j t t }} { t M — 1 l 1 r t t t + + i 1 i + I i t t + 1r { t� + f { iti j­11 - E41' • P,Cz�;IL, r t o�z -o -_ g CONSTRUCTION NOTES 1� CONSTRUCT-toA.C. OVER A.B. PAVING. (ASSUME 4" A.C. OVER NATIVE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.) 2�—CONSTRUCT 6" CURB 8 GUTTER PER CITY STD. 101. (D—CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A. @—CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 102 (W=16' MAX; X=3'). EXACT_ LOCATION ___TO- BF-_QETERMIN-F-D AT TIME OF CONS-MUGMON. 11 1114STALL SINGLE 5800 H.P.S. STREET LIGHT. CITY OF FONTANA CALIFORNIA Au a ms atrecter PUBLIC WORKS DEPARTMENT ENfu_'%INu'_-__EffnxS Drown by: STREET IMPROVEMENT PLAN s°°I;:CIVIL INC. TORK I 40, OCEAN STREET Designed bys Date: Adams * Streeter 15 Corporate Park MEL TRACT NO. 13090-1 -x_27 8� CIVIL ENGINEERS INC. Irvine, CA 92714 C71 4) 474-2330 Cheoked by: Dwg. No. 5 Approved: _ �t/.O(/-L�oL 7 2)�6� E S E=C iNTERiM'CITY ENGINEER R.C.E. 2512 . { 4 I I I L {{ I — -• r t } f T_ i f ++ ; { } r { i 14 1 -_.; 1 ,t� { t + 1 { +t + j f t t } t t + { { + _ 1 { t t± r; + { i i r i ; • 1 { ; _ { tit 1 t — r + j t r }} { _ -J — j­11 - E41' • P,Cz�;IL, r t o�z -o -_ g CONSTRUCTION NOTES 1� CONSTRUCT-toA.C. OVER A.B. PAVING. (ASSUME 4" A.C. OVER NATIVE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.) 2�—CONSTRUCT 6" CURB 8 GUTTER PER CITY STD. 101. (D—CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A. @—CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 102 (W=16' MAX; X=3'). EXACT_ LOCATION ___TO- BF-_QETERMIN-F-D AT TIME OF CONS-MUGMON. 11 1114STALL SINGLE 5800 H.P.S. STREET LIGHT. CITY OF FONTANA CALIFORNIA Au a ms atrecter PUBLIC WORKS DEPARTMENT ENfu_'%INu'_-__EffnxS Drown by: STREET IMPROVEMENT PLAN s°°I;:CIVIL INC. TORK I 40, OCEAN STREET Designed bys Date: Adams * Streeter 15 Corporate Park MEL TRACT NO. 13090-1 -x_27 8� CIVIL ENGINEERS INC. Irvine, CA 92714 C71 4) 474-2330 Cheoked by: Dwg. No. 5 Approved: _ �t/.O(/-L�oL 7 2)�6� E S E=C iNTERiM'CITY ENGINEER R.C.E. 2512 .