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HomeMy WebLinkAbout2504-12.tif1370 LEFT 1370 /�' V » L. 1370 RIGHT PROFILE SCALE VERT: 1 in = 4 f t HORZ: l in = 40 ft C5 z w Lu V) Lu Li U) to � U q `Y 0 100. 00' V. C. 0 L30 � PVI =1370, 88 ^ FUTURE TOP -OF -CURB AT 20' LEFT m o 0 + a to 100. 00' V. C. �- + CD as ® " PVI =1365, 08 o r>` N • > �,�, o t m ® ��� NATURAL GROUND AT 41 LEFT > w t*1 en o .- z 0 to U ,� o_Z Q o ID . - ti 1 © Ld Q V Q H + Q N IN '� " 0 o (3 + t,V -- 0 LEFT LLI � � 16 ~ � m �. tv to 42 ®!�` -" "� 100. 00 V. C. o Hca � (7' � w � = 0 + rn N < r+� 20, .� PVI' =1370. B2 o � � N tv r z V) + �• 'n ,� '`� 1- •� ®... to w + o �i < r) -- z LLI q . to ,,., i .""' Q 0 J C3 v E- • to {f n VI ~ / Qo -i . , tlj �j + � z M 1- .r iiiiiiiiiiiiii tA1 to PROPOSED FIN [SHED SURFACE AT C fL o J 16 v + qq � : F < y 1.46 2 • 02 % -' ''" i 100. 00' V. C. � U � ^ t � cn m v "� �"'" '.� PVI =1365. O2 L) i o cv o < `') ul ~ O 00-90 P-- m IN . p ~ u '� 77% EXISTING SURFACE AT CSL 0 ii m ca `° twi wi � 0 d rn z z tam oU -- ° o«� 1.3 0 C. L. + 0 0 J � � + � N (\I �► � i " 1X1 � C? tr)0 � ^ 00 0 o i � v t0 1 QOx 0Q V. C. J + tD � + � .q- 0 IN to PVI' =1370. 88 v 1-1 Ln E= to N to t\I Q� r+,m �� -#b I- w 0J 00 W) +� Nito ate'=M J z ID 1- to mU! ® CO t< 06 � ti a Y j o NATURAL GROUND AT 41 RIGHT 0 � ori 1 + .a � m � I--- � � to IN 77 100. QQ VY C. fncv n w , O� % v PVI =1365. 06 ca (Ito t0 �F � --0 �'� 7 FUTURE TOP -OF -CURB AT 2a RIGHT LTJ m o to -�-� �'- V) X�GV Z' {� . o U ...� �" H +.. o o ca to �-= ' '� N 7 13 0 0­6Iiiii0Vt�� +Q �� �- RIGHT 06 niiiiiii-+ m CSI r` N 0 I + m r _ �— + M In t lam- Q t4Ito � f t% ' . to _ ..- tai PROPOSED TOP -OF -CURB AT 20' RIGHT ID 02.02 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 0 0 EXISTING 2" DOMESTIC WATER LINE TO BE REPLACED WITH 2" SCH. 40 P. V. C. PIPE 0 WITH 36" COVER, PER CRAWFORD MUTUAL PROPOSED 17-3/8" GWMR WATER + WATER COMPANY REQUIREMENTS MAIN, 5' OFF CURB FACE w o 0 c� O w:k. QZQ C\1) FUTURE 72" RCP STA. 10+00, 00 C/L BEARTREE ST. o FUTURE IMPROVEMENTS, CURB o to EXISTING 24" PVC STORM DRAIN AND GUTTER AND SIDEWALK STA. 25+00. 18 C/L HELMLOCK AVE. + X V) Q PROPOSED ELECTRICAL SERVICE CONDUIT cv w z V) - _ --- -- ------- Q z z pp (75. 92 FS} ------- — — —T —�—�� --- --- ---------------- --- --- --_ -- — — — 21 22 Q' 24 2 26 �t —•-•-•-•-•- .�•-•�•-•�-,...-.� _.-. ca -.---.-.-..-..�-.-._._.-. -.-.-. -.ERGS I=X1S. �MENT= -.- - -.-.-.-.-.-.-.--�. .- 4 -.-. N 0 01' 50" E Ti�G p N 00' 01' 50" E 12 EXISTING 6" AG. IRRIGATION LINE TO BE ABANDONED AND/OR REMOVED AS NECESSARY PER AGREEMENT WITH CRAWFORD MUTUAL WATER CO. EXISTING 2" DOMESTIC WATER LINE TO BE REPLACED WITH 2" SCH. 40 P. V. C. PIPE WITH 36" COVER, PER CRAWFORD MUTUAL WATER COMPANY REQUIREMENTS 9 ( E. P.) EXISTING EDGE OF PAVEMENT C/L CENTERLINE R/W RIGHT-OF-WAY FL FLOW LINE (41.10) EXISTING SURFACE ELEVATION PL PROPERTY LINE A.C. ASPHALTIC CONCRETE BENCH DARK: CITY OF FONTANA BENCHMARK N0, 378, CIRCUIT NO. 67-5, 30D NAIL IN POWER POLE (NO NUMBER), SOUTHWEST CORNER OF BEECH & FOOTHILL BLVD., DATE SEPTEMBER 1967. ELEVATION 1267.84 1 CALL: TOLL FREE m 42241 N BEAR • REE S ■ . SEE SHEET NO. 2 PROPOSED 8-5/8- GWMR WATER MAIN, 7' OFF CURB FACE 75. 85 FS} 28+00 EDGE OF EXISTING PAVEMENT CONSTRUCTION NOTES: CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101 CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A U CONSTRUCT 8' -WIDE 4" THICK P. C. C. SIDEWALK PER CITY OF FONTANA STD. NO. 105A REMOVE EXISTING PAVEMENT 0—SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAIGHT LINE. CONSTRUCT MATCH -UP PAVING AS SHOWN ON PLAN AND OVERLAY PAVING AS DIRECTED IN THE FIELD TO PRODUCE A SMOOTH SECTION. 14 eaFIwssINSTALL REFLECTIVE MARKERS PER CALTRANS STD. A -73A TYPE L-1 C 10' 0. C. �o�,i�''� o ` 15 CONSTRUCT 4-1/2" A. C. OVER 12" OF 95% COMPACTED NATIVE SOIL. ( SEE GEN. NOTES NO. 6 & 7) cm NORW OD J. l�NG w � rn 23 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 8', cr_ 786 -33 No. 3 78 - �� � „ c Expo W I TH #4 BAR RE I NFORC I NG 12 0. C. BOTH D I RECT I ONS I N CROSS GUTTER ONLY. s� CIVIL .�. CURVE DATA: CURVE ARC TANGENT NUMBER DELTA RADIUS LENGTH LENGTH - 90° 00' 00" 35. 00' 54. 98' 35. 00' j I 1 0,E __M_ __L 0 CK A N UE HVh DESIGNED BY REVISIONS Engineer ineer Dote: Approval CltyDate: L L Y PR -b G a DRAWN BY NJK CHECKED BY BRH SCALE JOB No. 965023 DATE JUNE 97 CITY OF FONTANA, CALIFORNIA STREET PLAN—TRACT 14293 SCiLE_ 40f HEMLOCK AVENUE DATE: APPROVED: -7 DRW. NO. JUNE 1997 r-.., CITY ENGINEER RCE 25126 DATE 2504 SH. 12 OF ]3 Y� r xr �QPg4llpH< NNY S PYOA61"s LONNY L. 1� YOUNG UN Ito K No. C-043216 0 3 16 cxp Exp. 3/31/00 CIVIL 1Fo CALOF CITY OF FONTANA, CALIFORNIA STREET PLAN—TRACT 14293 SCiLE_ 40f HEMLOCK AVENUE DATE: APPROVED: -7 DRW. NO. JUNE 1997 r-.., CITY ENGINEER RCE 25126 DATE 2504 SH. 12 OF ]3