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HomeMy WebLinkAbout4730-2 t i NOTE: ' CONTRACTOR TO VERIFY LOCATION I AND ELEVATION PRIOR TO START = I U � OF CONSTRUCTION. EX. WATER* EXISTING 48" STORM DRAIN I I X-ING PER CITY DWG. NO. 3610 f * i EX WATER \XJNG 1415 � 6 EX. WATER - - 1415- DaSTING FINISHED SURFACE I OVER STORM DRAIN I X-ING I r I , r„ I 1 EX. WATER* 1- �-"�_-- I _ �---' I I 1 X-ING ._ .. "'�- °� 0.0140 -!- HGL •' 140 ____(§2-..._ 0_.0_1 -"- ::::::: ii 1 II -----i - 41 .71/1101. - ''rr , 1 . . I 5-0.0 111 _ - A• - �' - EXISTING 12" SEWER MAIN rBl� _ _- - - -1- -- 1 _ - -� -EX. 24" WATER �' i i 8" WTR i ``!O - - - , -- - - _ __... -- --4--- - �-is J.- - --- I ) in of ►h o 1 J tv O c g� s I _�_______.__..._._____._�._ __-.___.__-_. __-- ,.:._---._.�. 1405 , - _ _ , -- _ _ _ °� ; ; / _ _ _ _ _ _ os -4--u-) ' s _ 1.0 r. al cz;II A ` - - - - - - - - - - - - - I c�4p' P,-)to; �„d o i ���o-moi /111--- )1 7,;-, .}. tl �� II / ?1 INSTALL 215.48 LF OF 48" RCP 1350-D INSTALL 40.80 LF OF 48" RCP 1350-0 / r / / / Qt too Q/00=142.3 CFS Qt 00=142.3 CFS I /I / / '� l m h V =15.1 FPS Vr -16.4 FPS 1( / I S=0.0161 �,^° o -. _ SAX _ - i S,p o �1,a� - - - - - (S=0.0394) `�'- 152.1._.CFS ' - ____ _ __ _ - 1395________._ ___. ._._.._._.._____.__.___..___._._._____.____ __ __.__. . ____t, _��.---.-__ __.___.______._. __.-______________ __. �.__Q,� __ _ I - 1 5 I �_ __ I Vt�wx=18.5 FPS -- _ 39 ' *to 1 V .4- 0 us ta- ,... I I cow =rn.i �rn �M q 1 V 0 ,�, 4. II \INSTALL 75. 2 LF OF I 'I +-> n co i + 54 RCP 1560-D I I t ^� ..- s j I � - J INSTALL 218.3' LF OF 54" RCP 1560-0 I Q100=173.5 CFS ? c TO CONVERT THE ELEVATIONS ON ! I Vt -10.9 FPS I Y j CITY DRAWING NO. 4225 TO THIS I !PROPOSED 54" STORM DRAIN f PLAN'S DATUM, ADD 0.46 � I PROFILE I 10.00 g V 11.00 12.0013.00 14.00 15.00 16.00 3 Z = 17.00 VERT: r=4' a 6 0 . � R 0 Z APN 0240.052.60 g oZ Q Q y I3^N �`A © w Let wit en Q • O Z �A 3 3 w z� Z ii 3 41.1 N _.1 . a, ? o N _am......-___atailE) 8 . - �5 �5 �5 03 Pn o �% r ; o €� O o � o GRAPHIC SCALE •- -- ••' 'a a •.t :° cia 40 0 20 40 80 160 a I"‘ i'l?(/' I _ , .:" ...c1-21 EXISTING 12" EWER MAIN c i � �--I z 1`�' ; 1 • , _ ,r,.z PER CITY DW N0. 3609 :I, zE (Ni�To+3EX. R EX. 6" WAT R- z 11NCH■ 40 FT. -'_a EX. R _ EXISTIN CURB dt GUTTER E � / PER C DWG N0. 3293 10+00.00 CL CYPRESS AVENUE= I I I 2 �� J. _ I I II �- - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - 2f1+72.97 CL BASELINE AVENUE � I I I I S I � � � 0 --4e. .- Ii- F _ __ _ _ ___ _I1 __,_ 7 1 1.6,+1,4 b „,„ _r_w_.,,_ n • ♦ (oZsliT I+)tN4 N I o - . '- -.' 1.- - 7 - - - -"" - - - - r TT - -0 r_, N - - -r(t L __o _ __,_ _ _ _ _ _ • 1_44 - - - _Fri-I 1I 1- 1 ii-Wit= Z » �s zz atei - �-yi �� �►�- i J z fixt. - __S ��Z�Z� ti*A., :s �_.4► �► Z..-- AN�is t --4 "''' _ 3�L► �Z � ._�. _fie. E! � ._'3�i Z 3 �. �3 1 II 111 �s�►���.�'«'L •.��..�����•_•a a��. �� �� � � `�.�► ��� _ ��,J L � � � 7L��. �+►�.� ��•V� - s I . -474-42_-E_-- "I-I- I- 4- - I ■I!'-i__s'+r::..i `_`� �i1_`rawam_���_���//Ami_w a�� •a►���\�z.4►,9���_�w_�i��___�+�►7 w__\►_w�`�wm.�..►�rrf);��.7:S.rL• �►_��....w.�_.��. �� r F �- 131 I - - - " '--E- eidabilleal C� - - ---s -r I ' - t- r/,�-- I _ _ _ _ 4_+I- _ _,,,_,,,,7„7_ _ _ - "' N I I ISI SII fi i �� - -•LM - - - - - - - -I - - - - l - -1- - - - - - � ._ t L_ �L __ N , ,____„..11311.0 Ili 14 PROPOSED I I 1I 1 �I �.I ( ., - - - - 0 _ - €X-€BCE6 ; 0, 9- PER CITY DWG NO. 4224 I I I I 1 a tA z 2" GAS a /W a- w I I :; w °- EXISTING- .r a EX R ffi N t I �' �i c� •+ ^ z a z cn a �' z EXISTING VW- * - LEGEND: _i�Er 411 Itt - z !' E5 "4: i: N " E Ra "� zIII 4 4 0 a N 4J\�1� INDICATES REMOVE AND REPLACE EXISTING A.C. PAVEMENT I R1 t.il c o 10 " Z5 1 Z I II I az N H .e - IXISTING SIGN 1 " ' N 8 o �' ISTING 48" STORM DRAIN I i fr *"1 I I I PROPOSED 54 RCP C �' PER CITY DWG. NO. 3610 IRI I STORM DRAIN PER z III I I 1 I ICITY DWG NO. 4225 IIS SRI l I I I I 2a IX ZS EXISTING SIGN a _ 6 BASELINE AVENUE CYPRESS AVENUE CONSTRUCTION NOTES INSTALL 48" RCP D-LOAD PER PROFILE CURVE DATA LINE DATA ® ( ) 0 Q R L T BEARING LENGTH • INSTALL 54" RCP (D-LOAD PER PROFILE) A 1700'00" 44.00' 13.06' 6.58' e CONSTRUCT MANHOLE PER CITY STD. 3012 B N 16'59'39" E 7.37' O CONSTRUCT CONCRETE COLLAR PER CITY STD. 3022 C 1700'00" 44.00' 13.06' , 6.58' © REMOVE BRICK AND MORTAR PLUG BASIS OF BEARINGS: O SAWCUT, REMOVE do REPLACE EXISTING AC PAVEMENT PER CITY DWG. N0. 1008 BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE BEING NORTH 00'00'13" EAST AS SHOWN ON TRACT 16568, RECORDED IN MAP BOOK 300 , PAGE 59-62 , RECORDS OF SAN BERNARDINO COUNTY. c.) - QKiji----q,,g[T, REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF A ORIGINAL BENCHMARK 'pPrepared By: QR CITY OF FONTANA, CALIFORNIA 10IMPROV NOT COi1MAdVCE Wi HIN PREPARED FOR: CITY OF FONTANA BM-361 ALLARD ENGINEERING �,0oSHq� lC,,Q- N I1I1 \ TWO YEARS OF THE DATE OF APPROVAL OFR.R BASELINE AVENUE AND3SULTANA7E TTHE SW AVENU CORNER Civil Engineering - Land Surveying - Land Planning i.��pP�\O ��FpF2� STORM DRAIN IMPROVEMENT PLAN �. SHOWN HEREON AND CARRIED FORTH IN A YH WALNUT, LLC ELEVATION: 1365.01, SINCE DESTROYED I 8253 Sierra Avenue - ; DRAWN BY: SCALE: " (::',. ,"..,0I ' 10370 TRADEMARK STREET Fontana, California 92335 w No. 43976 m AE CYPRESS AVENUE FROM BASELINE AVE 1 =40'cd DIAL 1rwow aR KI NGDILIGENT MANNER, THE CITY ENGINEER MAY � � �RANCHO CUCAMONGA I Exp. 6/30/09 DESIGNED BY: DATE: BEFOREI►�,, DAYS BEFORE REQUIRE REVISIONS TO THE PUNS TO CA 91730 � SITE BENCHMARK i (909) 356-1815 Fax (909) 3 -1795 * * RR,4 TO 7' I - N� � OF BASELINE AVE APRIL, 2009 o YOU DIGY, YOU DIG BRING THEM INTO CONFORMANCE WITH _ SW CORNER, SEC. 31, T.i N., R.SW., S.BM.-2" I.P. �� 13 p9 `�� P "P'OVED �/ (909) 291 7600 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF 9T C►V i k- # CHECKED BY. / DRAWING NO.: 2 1- TOLL FREE 1-800-227-2600 David S. Hammer, A.C.E. 43976 a <`' 0 CONDl1TONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. OF CALF pSH i DATE:�Z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a. &NA .3951 6 (expires 6/30/2009) Cl ENGINEER R.C.E. 51152 4730 2 Filename: M:\dwg\159 1 6\Cypress SD\159 1 6SD02.dwg