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HomeMy WebLinkAbout5611-910+00.00 Trellis Ln. =16+60.49 Oak Grove 30W.C. P.I.=42.23 EX. GRD. AT CL U c z ZFEE> w W W J W U CL a (Z> p � o OR LO LO C:) U-) � U W J W O Lo Cj V O~ O W O M OO O W O O O+ O O O +. aj N O +MNM+Mco O CD I° 9% ° PROP. FS AT CL III 78' 30' V.C. a W UJ J �2 tioU N U ` J U W ::;: J H CN pp >U', U rnw m v _ �� CCC��C�CC� — • ���CCCC���CC�CC���C�C'C�r;��C�C'CC���CCCCC����C rEMISSIONM Mom O.C. O O 30' VC L=55.09' P.I.=42:16 �I I + c� + NCO Z + � + O �vcn 1n 00 - L=47.12' - 4 _ O.C. L/4 \ 1 0 O.C. L14 CO L/4 > L/4 wvoLO o� ohm 'If LA N N p N N O O � L/4 � � o � co o cz>Lo Ll4 L/4 Ll4 CO 07. CO ti CO ~ r— N O7 N L/4 M + F CD 0 0 + O p CO + CT N N. O O O+ r-- N Lo 00 M O CO r W � U =0 &,4 M N 0.60° -zr M CO Ln m LO 00 1.54% rn M %_i 02% CO 1.27% M N O ti � N O C!') L" J U > W PROP. TOP OF Ln r— O N — C��CCCCCC� �C�CCCC��� cM9 + O r�CCCC��C�� �CCCC� ti 67 CO N LCA U _. CO N C��CCCCCC O) 00 � ti N C���CC�CC���CCCC C! O N + O) O N + M CV I--II N CO N N N N N O O co + CO N N � + TR= -0.62% 10+00.00 Trellis Ln. =16+60.49 Oak Grove 30W.C. P.I.=42.23 EX. GRD. AT CL U c z ZFEE> w W W J W U CL a (Z> p � o OR LO LO C:) U-) � U W J W O Lo Cj V O~ O W O M OO O W O O O+ O O O +. aj N O +MNM+Mco O CD I° 9% ° PROP. FS AT CL OAK GROVE AVENUE SEE DWG. NO. 5584 ,- III CLEMENTINE AVENUE SEE SHEET 4 III 78' 30' V.C. a W UJ J �2 tioU N U ` J U W ::;: J H CN pp >U', U rnw m v C) 0 O O.C. O O 30' VC L=55.09' P.I.=42:16 �I I + c� + NCO Z + � + O �vcn 1n 00 - L=47.12' - 4 _ O.C. L/4 \ 1 0 O.C. L14 CO L/4 > L/4 wvoLO o� ohm 'If LA N N p N N O O � L/4 � � o � co o cz>Lo Ll4 L/4 Ll4 CO 07. CO ti CO ~ r— N O7 N L/4 M + F CD 0 0 + O p CO + CT N N. O O O+ r-- N Lo 00 M O CO r W � U =0 &,4 M N 0.60° -zr M CO Ln m LO 00 1.54% rn M %_i 02% CO 1.27% M N O ti � N O C!') L" J U > W PROP. TOP OF Ln r— O N — SOUTH CUFF cM9 + O OAK GROVE AVENUE SEE DWG. NO. 5584 ,- III CLEMENTINE AVENUE SEE SHEET 4 ao PROP.1 N WATER JAP, 18, 4R"F 1 SEWER—/I N �I Uof L0of J Uc'�cn mo Luow oU LL - &0 O _v LOof III 78' I a W UJ J �2 tioU N U ` J U W ::;: J H CN pp >U', U rnw m v C) 0 O O.C. O O 30' VC N + N �I I + c� + NCO Z + � + O �vcn 1n 00 MZ W MM 4 _ L14� L/4 \ 1 0 ao PROP.1 N WATER JAP, 18, 4R"F 1 SEWER—/I N �I Uof L0of J Uc'�cn mo Luow oU LL - &0 O _v LOof TRELLIS LANE 60' 20 U) 17450L 153 11+64.05 Trellis Ln. = 14+64.33 Clementine Ave. 154 155 Curve Table Curve # Delta Radius Length Tangent TOLL FREE -qqwnlwp� 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE z L U W L=55.22' a W — C) 0 O O.C. O O 30' VC N + N u? o � � + � 1n 00 MZ W MM TRELLIS LANE 60' 20 U) 17450L 153 11+64.05 Trellis Ln. = 14+64.33 Clementine Ave. 154 155 Curve Table Curve # Delta Radius Length Tangent TOLL FREE -qqwnlwp� 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE TR= -1 z L U W L=55.22' a W — C) 0 O O.C. O O 30' VC N + N 'I" J L14 LA - CO N O N Ll4 P.1.27.18 _ L14� L/4 M U L14 CO N � N N CO p M N N p N N O O � O ti f• O 0- 0�0 CO N 07 CO N U CO 07. CO ti CO ~ r— N O7 N m ti + O p CO + CT N N. O O O+ r-- U M M of Zq LCj N CO N CO N N 0.60° Oo FS, AT CL -- L/4 TR=-2.20%° 1.54% TR= -1 26noi i I F A o9` 11-9- •, 40' VCT=f—1 L=39.27' P.I.26.41 O.C. z L U W J a W — C) 0 O L V- O O cY _ N + N 'I" J L14 + O � O Cv�j + CO N O N - O �- \,,n U_ W 26noi i I F A o9` 11-9- •, 40' VCT=f—1 L=39.27' P.I.26.41 O.C. U O 40' V.C. U CO N - Ll4 d � m Ll4 P.I.=26.48 M 19962 J L14 L14 07 Z M M 0' - - mrn \,,n U_ W p. co M L14 CO N � N N CO N N N O O p N N O O N F M It N CO N 07 CO N 07 ti M N QTR= -2.20% PROP. TOP OF WEST CURB TR=0.60% TR=0.50% - U O 40' V.C. U CO N - P.I.=27.25 d O N P.I.=26.48 M 19962 Z �, 07 Z M I I + 0' - - mrn L=39.27' L14 N m N O N ,� ti a7 � N N CO W O Cj CV o0 ti N O O p N N O O N ti CO N CO N 07 CO N 07 ti M N + N 07 + P.I. =26.41 L/4 of Zq v — U M 0.60° Oo FS, AT CL -- L/4 TR=-2.20%° Or U W m� � %_i - U O L=54.73' U CO N ti N 1 N ti U' LCA _ HW N d O N CUj V M 19962 Uti `"7��9N�' w N O.C. 07 Z M I I + 0' 30' VC - L=39.27' L14 L14 L14 Ll4 P.I. =27.18 40 VC 0•C• U- P.I. =26.41 L/4 of Zq v U U- U � U M U U > L/4 Ll4 L/4 Or U W m� � %_i CO Zo N M N O ti � N O C!') L" J U > W Ln r— O N � M cM9 + O ti M N r` r` CV ti 67 CO N LCA U _. CO N M ~ O) 00 � ti N r C! O N + O) O N + M CV I--II N CO N N N N N O O co + CO N N � + TR= -0.62% r ♦ 1' r=r=r= 10+00 11+00 12+00 2=:�>JS�C:A::�LE�= 40' CASA GRANDE AVENUE LANTANA STREET SEE DWG. NO. 5501 SEE SHEET 3 1''2.88' 1 8 J M L I I I I I I \\I 1' i 34' 34' 3 .88' c U (r_ o M NamPROP. SEWER 7 i WATER `U' �t LOT 'G' 1 111 U O N— N E 162 U U CO N ti N 1 N ti U' LCA _ HW N d O N CUj V M 19962 Uti `"7��9N�' w N co ++ 07 Z M I I + 0' co N WAY � co vm C4 N LO 'H' NamPROP. SEWER 7 i WATER `U' �t LOT 'G' 1 111 ��� 34 x -j r moo= J - U LNr° W U co C7 u U 00 N J co W M CVO 1 N ti U' LCA _ HW N coNo TR. N0. +�4co M 0 19962 Uti `"7��9N�' w N i o W VAIONT WAY SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. BENCH MARK: # B-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' No. 36637 Exp: 06-30-18 &-�/Vk PREPARED UNDER THE SUPERVISION OF: �rMA D O L E 9302 PITTSBURGH AVE., SURE 230 DRAWN BY: RANCHO CUCAMONGA, CA. 91730 DM / EH PHONE: 909.481.6322 ngineering Communities for Life FAX: 909.481.6320 DESIGNED BY: ' GB/SCL DAAAIT : CHECKED BY: WEND LL L. W TSU U EXP. 6h0-1 WLI PROFILE HORIZ 1"= 40' --- VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 80 120 CONSTRUCTION NOTES O1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. SEE SHEET 10 FOR DETAILS. O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. O INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN. 10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 14 REMOVE EXIST. BARRICADE 15 APPLY 12" WHITE LIMIT LINE. 16 APPLY DOUBLE YELLOW STRIPE PER DETAIL 22. CITY OF FONTANA, CALIFORNIA IN -TRACT STREET IMPROVEMENT PLANS TRACT NO. 19962-1 TRELLIS LANE: sTA. woo oo To sTa 11+64.os MONT WAY- STA. +00.00 TO STA.11+99.72 APPROVED -BB -Y: 6/8/17 CITY ENGINEER R.C.E. 51152 DATE 160 SCALE: AS SHOWN DATE: NOV. 2016 DRAWING NO. 9 5611 10 J:\126-2659\street\TR 19962\StO9.dwg, 4/26/2017 10:12:32 AM, DWG To PDF.pc3