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Home My WebLink About4938-2uurres at vu I I tK/ .-1 I Ktt I IMMMMM 15 I'tN UWU. 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J °D I OVERFLOW V _j TR T TRACT 1A) 1 f Q I A l 16 LUI o 17' r PARK 41. !; YLOT A of 13 BOUNDARY 12 11 10 9 8 11 10 9 8 7 PAD=1289.0 �, ^ I ' 00 3 I PAD=1290.0 PAD=1290.2 PAD=1290.4 PAD=1290.9 PAD=1291.2 PAD=1292.6 PAD= 1293.6 PAD=1294.5 PAD=1295.5 PAD=1296.4 PAD= s f f / LATERAL "A" + I GRADED SWALE 1297.3 41V AV s / SEE PROFILE ABOVE 'SEE PROFILE ABOVE �, 11Z s � �- -�- -_ 14+59.33 17+08.33 /r Q'� 12+27.63 BC `- --_ _ - - _ _ - . - _ ._ SES X INC _ _ _ _ - _ _ _ - _ - _.. _ _ _ . - - SEWER X-10 1289.5 12 SEWER X-ING ' K 20' STORM / 21 i 2 G 2 20 ao C20 20DRAIN 1o S 11 V_ 12 HLEMON PEPPER AVENUE o J o / s S - s S s s s s - 3 -s s s.�.•-- 14. s N s S 15 s s � ENT/ �---- -�3- - -- -1 �- - - -� - - - - - - -1-7 - - - --}- - -a / 1+ 17.2 CL MH 1 f/ l N 04'30" W N N _ E 3 t " 00' /.i ..r 1/+ 14.94 EC '�----------Z cn /: i • �' �� ;'` • ,..�� ,s� � LATERAL w 'r ...- .................._. _..... �21 _.._ ........_.._ ..._........ .............. _.._ - �_ W Q 0+98.75 BC ' ;y•.s.�� .-<��s ;,� �� •D � M � ......._.... .._. _.._.._....._....._.... _......_.._ ._ ...._.._..._ SEE PROFILE ABOVE 10+78.24 EC 1 I¢ = v o I co ( +_ I "' I O u" ,.. ,.., �� J z 12 1 36 > 14 I �, II 28 I c�+ ( 7 I / 1 II `� .-' 27 , Q - I ' Z PAD=1296.4 54 I PAD=1292.5 PAD=1296.3 I 54 I C I o o CR c w o PAD PAD=1292.4 7� I 20' 20' 17' 4 7' 20' 20' 17' c; - �'; B j 14 I�, --� z ' I N O N^}- 3 UGAR CANE LANE STORM DRAIN UNE "A" CURVE & UNE TABLE CHIVE LANE r PAD=1290.2 CONSTRUCTION NOTES 0+22.79 BC �, I ............._...........................................................: RADIUS DELTA LENGTH TANGENT BEARING l - 1 20' STORM DRAIN ' EASEMENT 3 A - -• 79 r - " 1 INSTALL 48" RCP (D -LOAD PER PROFILE) 4 W I to B 245.00' 12'58'09" 55.46' 27.85 - " ` A` l;" b ( o+ r r 2 INSTALL 24 RCP (D -LOAD PER PROFILE) N 59'24 00" W 10a0.0� 26 3 CONSTRUCT MANHOLE PER CITY STD. 3012 5 EG�N 36" RCP ' 1 I �' I D 22.50' 41' 12'39" 16.19' 8.46' - �,. i I PAD=1290.9 108.02' - N 1811'21" W 4 CONSTRUCT MANHOLE PER CITY STD. 3013 SES DETAIL 2 /; r ; - °D I E - - ' 5 I Z r r " r r � �r rfr it • F 45.00 18'06 51 14.23 7.17 - CONSTRUCT HEADWALL PER CITY STD. 3020 10 RIP -RAP /4 TAN PAD= 0.8 1 ��.......................................................................................... _ r r 129 I r r 50 ( G _ 27.17 - N 00'04 30" W 6 CONSTRUCT TRASH RACK (CASE A) ROCK W 12' L=18.0' + r '' I 25 H - - - N 00'04'30"00'04'30"W PER CITY STD. 3021 / ; r ', - 18 18 7 f DEPTN3 ' r J N 00'04'30" W 10 INSTALL RIP -RAP AS SHOWN ON PLAN s , , r / t ; PAD=1291.5 - - - SEE SHEET 3 TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION I DATE I ENGR. I DATE I CITY SHOULD CONSTRUCTION OF 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 K - -LOAD - 36.95' - N 774625" W 14 INSTALL DECOMPOSED GRANITE 16 INSTALL 18" R.C.P. (D -LOAD PER PROFILE ON SHEET 5) 20 INSTALL 30" RCP D PER PROFILE) L - - 15.56' - N 44'55'30" E T - - 233.90' - N 59'24'02" W CV 11\JI/LLL JV 1\VI" �Y-LVN/ 1 LI\ I 1\VI ILLS BASIS OF BEARINGS: _ _ 21 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3010 BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00'01' 12" W Prepared By: ORIGINAL BENCHMARK (SINCE DESTROYED) P PREPARED FOR: CITY OF FONTANA BENCHMARK N0. 361 RAILROAD ALLARD ENGINEERING SPIKE IN NORTH FACE OF POWER POLE PIR) LIME INVESTMENTS, LLC N0. 1536697E AT THE S.W. CORNER OF SULTANA Civil Engineering -Land Surveying - Land Planning AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01 10370 TRADEMARK STREET 8253 Sierra Avenue RANCHO CUCAMONGA, SITE BENCHMARK Fontana, California 92335 CALIFORNIA 91730 SAN BERNARDINO COUNTY BENCHMARK NO. 7-15 (909) 356-1815 Fax (909) 434-1820 (909) 291-7600 "347 NORTHSOFCAP IN CENTERLINE OCONCRETE F00 ABUTMENT, BVD. CATEED FAX (909) 291-7630 AND 131' WEST OF CENTERLINE OF LIME AVENUE. Aa nd J. Allard, A.C.E. 36052 Date ADJUST® MYAT101t (expires 6/30/2012) WROUGHT IRON FENCE - TO FINISH GRADE WITH 6" CURB TO CONTROL ELEVATION 1288.3 FG 77,77,777,7/ (IN FST) 1Mw 40 FT. 160 BLOCK WALL LOT 13 PAD=1290.0 -N HOLD SWALE TOP ELEVATION TO ASSURE CAPACITY AND LANDSCAPE PER SEWER LANDSCAPE ARCHITECT PLANS ASECTION 2 ancovy ovew.ow NOT TO SCALE � r HARDSCAPE PER LANDSCAPE PLANS R/W 10' for I LOT "6" ' PROPOSED ' SIDEWALK BM AVE B SECTION 2 61N awy OVmow NOT TO SCALE ofESs, CITY OF FONTANA CALIFORNIA QR o4, STORM DRAIN IMPROVEMENT PLAN 0 aQ 1_3 DRAWN 2c? DRAWN BY: TRACT NO. 18676 & 18676-1 SCALE: W No. 36052 m RRA C AA" AS NOTED Exp. 6/30/12 DESIGNED BY: LINC DATE: s - -A J-00100,407TO 18'600.00 MAY, 2012 �qTF CIV %\1 ��'� CHECKED BY: APPR ED BY: DRAWING NO.: 2 OF CAL RJA A DATE. c�' �7 ' �- CITY ENGINEER R.C.E. 51152 4938 5 FILENAME: 1:\15947 Young Homes Lime I and II\Lime It Tr. 18676\DWG's\FINAL DESIGN\Storm Drain\Ultimate Intract\ 18676-SD2.dwg