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HomeMy WebLinkAbout3181-2... .. p .. t § ... ... d _ .._ ; .... .. .,..� .,.,., ., i ... .. ... p ,. ... ..l 92T ;3927 LOC. c -; i. t 1 _ rte... 0 .� ,� 4 4 4 4 C� ►U- '- rn " r7 O 7 ...© N - RO (l 1$ t® 1 ...., w, -. -w -x- .....° ....... - ", ... , „°...,.. ................ , :. .........:; ._ ... 2 ..-. .. -... p ... SR .. .. d 3 .. S .. _ .... j I I z a,, Cif - I ....... .... `. ---------------- 1 I"isI ss y... .... .. _. ._. .... ._ .. .. .... .. ... ... .....y .. .... ... ... ... .. ...... ..., ..., ,,,, ,,, ... .. .. ,,, ... ..... ..... .. ,. --- ...r... - --- .... .... ..... .... s , ..... ......�... ... .. .. .. .... ... .. ... .. ... .. - �. ... .. .. .... .... ,,, ... ... ... .. . .. ,. ,,,, .., __ .,. . ,, __ _ ....... .. ... ......, ..�.........:.........r........ <.........5........ e..... �... .. .. r.. ..5.. „ „;.. .,. .: . ..,.. ! �. ........ r ...... ..... .. .... .... ........ .. ..... . .... ..... . ... ...... -... . -.... . .... ....:. -... r ......... ...s ........ . ..... -... .......,... ...... ... .... ....... .... �.. 2........., r...... .....f ... ......5. .�....... r ... ... ........ i.�. .......... .......... y .. . 3 _- _ - - _.------------- ., .. _ i i - - :€ I 3 ------ k � -a -- -- -- - - -- -- -" CONSTRUCTION NOTES HOPE COURT .ri4' a= U W I I N 98 1 99 1 100 o I I + 1 J.+43.00 BCR rAAr\1 ,;• m NO. 43976 M Exp. 6-30-09 s�q CIV,�� \� pF C_A' A RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any enm or omissions which may rat herein as a resWtY DATE Q D r A REV. 140 o r E DIAL TWO WORKING BEFORE �u� DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 J(XIAN LANE (S) SEE SHT 4 SPRUCE TREE WAY NOTE: DRIVEWAY LOCATIONS SHOWN HEREON ARE APPROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. BEVIS�OIIT DESCB!>ri011T DATE ENGR. CITY DATE SHOULD CONSTRUCIYON OF REQUIRED 110MVEUEWS NOT wnm TWO YEARS OF THE DATE OF APPROVAL SHOW1f HEREON AND CARR® FORTH IN A DILIGENT MANNER, THE CITY EIITGIIIIEER MAY REQUIRE REVIMNS TO THE PLANS TO BRING THEM 11M CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT iZ.EcoRA pfLAwluG-S 1 61 PREPARED FOR: YOUNG HOMES 10370 TRADEMARK STREET RANCHO CUCAMONGA, Ca. 91730 (909) 477-6715 SEE DETAIL "A" AT RIGHT i ,r FUTURE STREET IMPROVEMENTS 12 0 L N92'00'00" A 25.00' N90 39.23' 24.96' B 25.00' 90'06'08" 39.31' 25.04' ------------------ -- - ---------------- �— -- I I TURN AROUND EASEMENT � I 3 8.21 ACRES I I I l �� �- I NO 0o rn f -i o Q' LOO + + vi ao CN rAAr\1 ,;• m NO. 43976 M Exp. 6-30-09 s�q CIV,�� \� pF C_A' A RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any enm or omissions which may rat herein as a resWtY DATE Q D r A REV. 140 o r E DIAL TWO WORKING BEFORE �u� DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 J(XIAN LANE (S) SEE SHT 4 SPRUCE TREE WAY NOTE: DRIVEWAY LOCATIONS SHOWN HEREON ARE APPROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. BEVIS�OIIT DESCB!>ri011T DATE ENGR. CITY DATE SHOULD CONSTRUCIYON OF REQUIRED 110MVEUEWS NOT wnm TWO YEARS OF THE DATE OF APPROVAL SHOW1f HEREON AND CARR® FORTH IN A DILIGENT MANNER, THE CITY EIITGIIIIEER MAY REQUIRE REVIMNS TO THE PLANS TO BRING THEM 11M CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT iZ.EcoRA pfLAwluG-S 1 61 PREPARED FOR: YOUNG HOMES 10370 TRADEMARK STREET RANCHO CUCAMONGA, Ca. 91730 (909) 477-6715 SEE DETAIL "A" AT RIGHT i ,r FUTURE STREET IMPROVEMENTS TRACT BOUNDARY -! itmipVKAK Y TURN -AROUND DETAIL "A" SCALE 1"=20' TURN AROUND EASEMENT --------------- HORIZ: 1 40' VERT: 1"= 4' .... �— INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT, 17) 25 FT. LUMINAIRE HEIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016 (D—CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE ( See general notes 31 and 32) 1103 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 4 CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 6 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 9 REMOVE TRAFFIC BARRICADE CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118 CURVE DATA O PER TTM NO. 16258 0 L T A 25.00' 89'53'52" 39.23' 24.96' B 25.00' 90'06'08" 39.31' 25.04' 10 I ___-- TURN AROUND EASEMENT REMAINDER PARCEL 8.21 ACRES TRACT BOUNDARY -! itmipVKAK Y TURN -AROUND DETAIL "A" SCALE 1"=20' TURN AROUND EASEMENT --------------- HORIZ: 1 40' VERT: 1"= 4' .... �— INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT, 17) 25 FT. LUMINAIRE HEIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016 (D—CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE ( See general notes 31 and 32) 1103 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 4 CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 6 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 9 REMOVE TRAFFIC BARRICADE CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118 CURVE DATA O R 0 L T A 25.00' 89'53'52" 39.23' 24.96' B 25.00' 90'06'08" 39.31' 25.04' GRAPHIC SCALE 40 0 20 40 80 160 Pi ( IN FEET ) 1 inch = 40 ft. Of ESS , o CITY OF FONTANA, CALIFORNIA S, H q �Fy STREET IMPROVEMENT PLANS DRAWN BY No. 43976 m DMB/HG/DEA �� NO. 161USCALE:1 "-40, LLI SPRUCE TREE WAY (FROM lei' W'LY OF cc Exp. 6/30/05 � DESIGNED BY Y DATE: * JRF/DSH �E TO SEPTEMBER, 2002 �9TC t V I � R�\P CHECKED A D B"�tDRAWING NO.: " F �F CA l F DSH CITY ENGINEER R: C. E 5 T 52 3181 7 Filename: M:\DWG\15902\STREETS\FINAL—PHASE\St-2.DWG