Loading...
HomeMy WebLinkAbout3638-2 . •• .. � fPa �' L= 3.6'' --- - _ _ - - __ ----__ _ _-_-_- __--_- M 4-- D.C. � -- ' 50.00' VC. • V4�O.00' V.C. •- I 'FM=59.56 o: PVf=66. 6 8 o • j al LLI °° ^ $ g _ _ $o- + �_ L=4712' mt. i _ g ., + NAT. GROl10 +. . N �h V • Z Ci le'; i 4 g �'� m EXIST. NAT. GROUND EXIST. g 2hg. - T I a a a ST AT A A A a Z 1360 .� `� Ry?�'`' 1360 1366 N M o ' • =0.63 e ��� + - - . •�. , 1366 R - -:• -LE OF PROP. NORTH-TOP 4F-�IJ�1B-___ - , PROFLE C PFS'. TOP OFUF '� 40.00 V.0 40.00' VC PVI=59>38iPVN60.69 g • m + + - i ell lie IF • 8 - ____,_____________ __ t0 0.1 I • .p �, al co _ _ o • al d cV $ O IAaf 1� N .,V-I =I x ^m + ry x C! t.11�� ` of - p + p� Q a __ _.. _. -_ __. _. .... _r CO - .- r �-- W -- .} __._ __`_ ____.___ ...- -__-.___'_._. _ S _ to p . .r- (L'!` of - ___ -_. -.__ _*.__-._ _.... _..._.. _ --. _ _ r..`--- +. a. its - Let 'row' -.7 o 1360 - ..25� ' '� ,- 1360 1366 No N Q i - .. _ ..,• s •... 1366 R=O 63%) • . . • EXST. NAT. GROUND r i Or �-- . R4.62% ATC R=2.•• $CD . , • PROPI OF - '. C 'ITEFL.0 L9.PT • - r 40.00 V.C, OC : II > PRORLEPVI�9.56 . : 40.QD Y.0 O.C.8* $- S �0 97 L-54.96'^c,� o $ EXIST. NAT. GROUI�N AT l $ p _ -_ aoal Pe) d° � $�• +ir 4 L=47.12' $6 Shoo + a. ao O.C. •- g o .....11-7_41 � 8 0, a a n a_: o •r .n 1360 CO • it - ' co . =-%w 1360 1366 , R*x.90% 1366 R=063%)_,,, • • EXIST. NAT. GROUND I - '-piloPv • o--- ..._- -- ""' R4.62x AT e c' S R=3.19% w • • -ROP. SOUTH. TOP OFCU - ' OF CURE 11_ co - __ + - '"-rt O F • • POR 50' VC PVI=65 ` • f f7VrILG OF pip. souni ���p /� • s [ . . PROFILE SCALE 14+00 15+00 16+00 17+00 10+00 11+00 12+00 VERT: 1" = 4' t�� HORIZ 1" = 40' ;i , ABANYAN CT. BEECH STREET SEE SHT. 5 SEE SHEEP 6 - SIDEWALK ONLY cri ANDREA STREET �� > 8 E5 AVOCADO CT. SEE DWG. 2504 \\ N1 , LS SEE SHT. 3 > - : 2' 52'0' 40� 2 CO I. g .: I Z - I Z 24 ill O a �� . Y• O "` -.1‘ I ooc ] fo + �5 + a J • 1� 20� �r O ii .A °D 10 j 4- H 4 __... Wcj __ '�° tio, P CURB CURVE DATA• ��o+ O CANDN D sT. # -.. ��• e m ( •. o �• N , .. 747 PROP.R/W ,�� l W / AltTANGENT - W : �.c �:��• ; , pox o RADIUSLENGTH • ( CURVE ®. ::. N / iii i /i o .. .. 'IA ' %;*r OB 90'02 01 35 55.00 35.02 1 �`Lg _ 669 8"W �. _ ` .0 �ti�� �6� I 5 c� -_ - •. _ OC 89'57 59 35 54.96 N •>� .P. >sr� 1:::. ao 6 G I 34.98 10+00.00 CANDLEWOOD ST. _� 1 �� �+ © �� > :: _ l�, ? 6F�c - NI B'10 > =10+00 BANYAN CT. •••-.- € - t Q-N89'5810'�V j°-;.., ~ 75i1 T MOVEN © ' ' r1 • OI 100'00'02 25 43.63 29,79' A 9 T 11 �i I LC o - - �• - -o��- - -14- - - --0 r �S�G 1 1 25' ::` cam`I ® ® %6°c�'� 1� = � I cv 10eow -"5..4 .••' © TC '¢3 I 0 90'0000 39.27' 25.00' 9 f 0 oh c, © 66� �I tg. O 90'0000 30, 47.12 30.00 S /, 00 1::1 ffi z, 107.01'PROP.R/W j. .I �� .::: - ;�; ••'�•.• W _ ;� II $ C �, f ,, o. \c..., ` I ? � � \ > 14 84-. .\''''s O � cc, _ ::. :, , I Fir) I 23oso + W ^ m I 1 NC) + _ 30' 3t30 - :� ic2g I ' , • • �� I :c. I I = > '1 Ii i I ANDREA STREET ABANYAN CT. BEECH STREET '� AVOCADO CT. SEE SHT. 5 SEE SHEET 6 - SIDEWALK ONLY SEE DWG. 3374 �(-) SEE SHT. 3 �� A ' CANDLE W OCD WAY CONSTRUCTION NOTES LEGEND FOXWORTH STREET Q CONSTRUCT 4" A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL 0- CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003. CONCRETE IMPROVEMENTS © CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 1006. _ _ ®- CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 1015. © CONSTRICT P.C.C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. No. 102 (W=16'). j j SAWCUT & REMOVE EXISTING IMPROVEMENTS L\. RECORD DRAINING OROFEss/oHq ©- sAWCUT & REMOVE EXISTING CONCRETE CURB, SIDEWALK & AC IMPROVEMENT / -.1/2 (.‘,..r....,... �.lr"�� �qq�Fyc © GRIND EXIST. AC (0.10' MIN.) AND OVERLAY PAVING WffH TACK COAT PER SECTION 'A-A' SHT. 7NORTH NO. 29616 E ADJUST SEWER M.N. RIM TO FINISH (MADE PER CITY OF FONATANA::: 109.INSTALL 9500 LUMEN (H.P.S ) ORNAMENTAL POLE STREET LIGHTS ST- UTE PLAN. j cn GRIND DUSTING AC PAVEMENT & OVERLAY I �� 0 10 20 //d. 40 80 �} Exp. 3/31/11 � 11 CONSTRUCT FULL DEPTH AG. 120 0121'01 ,n ® CONST. CONC. CROSS GUTTER (8' WIDE) PER CAI OF FONTANA S . NO.104 (MODIFIED). SCALE: 1"=40' MARK L •RAAB RCE 29616 DATE '- v, '. ,,�`P :7.4, F CAL\ � PREPARED BY REV REVISION DESCRIPTION DATE ENGR CITY DATE CITY OF FONTANA, CALIFORNIA FIRM: O Q�OF ELSSION4` Q 7`Q 1 F SHOULD CONSTRUCTION THE D MAPROVEMENTS NOT raab engineering, inc. /4,Q y.i'- Rg40 Fye, JLDIU COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDRESS: 310 S. MAPLE ST., STE. D �; ?r C� NO. 29616 _ SHOWN HEREON AND CARRED FORTH IN A DILKNT MANNER, DRAWN BY: STREET PLAN - TRACT 16597 SCALE: ,• _ CORONA, CA 92880 w xiMLR, TELEPHONE: ) 27 72 FAX: (909) 272-0166 DIALAli,- YOU (�\ TWO WORKING ( it.e:,_cM O�.AWuly t+L,,k tie_ 111/61 THE CITY SER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: FO ST. AC'AM)LEWo0D WAY DATE: Exp. 3/31/07 * BEFOREDAYS BEFORE �� s� \P DIG & YOU DIG S PLANS FOR CURB ADJACENT SmEwALK 10/Ori/06 MLR Z.'�•p� MLR SFR. 150' 1M%0 AVOC TO AVOCADO CT. FR. BANYAN CT. TO BEECH AVE. JAN. 17, 2007 A . 1 29616 11 A 0 c THEM INTO CON W1TI"I AND I 9T V I L �' TOLL FREE CHECKED BY: AP:'0, D BY: SIGNATURE RCE DATE F O 1-800-227-2600 CORRECTED STREET NAMES; LOWERED AVOCADO CT. CURBS AND 1/09/06 `/ DRAWING NO.:L OF CAI-\4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PADS 1 1 'i'O? = �___ STANDARDS IN EFFECT. MLR .� �� 3638 CITY ENGINEER R.C.E. 51152 DATE: