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HGL ULTIMATE i............._._`._......,....._....._._.x............... , r_......_ r -.......... - - # __...._.....}........,.» .---«....._.___•-- I --.1-------«--- _ .............».. , \ I i I i I I I � 1 � _________ ___________________«.__..___ . __t_._.»...___._F__._}__.___ ;.-------__________«--.--..----_____ €__--_----_ ___ _ '- 00 lb X �d/ inn n I i I � I � 4� I 1 __________ _____ I \ x _ i 0 000 ' ! i p ,•��.,__.. _ ..��_.. .. _14.---i._.._r.........••••----r��..r .._. ........»_,_..___.-�___. .. -_..«------Y ...... �_. 1 ; , ------- 0 ! ; OA_•I ' -8 ``;�-' _ Q • « Co - 1 _ F F...._..... ` �t I X816 r 7 1_ _ - ._......... a. r.� _.. + ........r. _ I N0 h 1 i „ � I w f -�- ..-- »»._.. ___..__ _..» __ ... _ __ .� . !' .© lit -S w I ! ao 1 === cv + cv cu cv � (,�, 9 .6 CI wi Q�= 7:-0 - - o` I - « ..... + �°+ + + I w' I V,�= .31 FPS I a Q,� = 03.4 F - ;� ;cv aD ? `r 100 I I o .-•----------- a -- �_ -- - r____._.-»»_ G----•• --------_ --------- --------- --- ------------ D -- r - - I d € I 7` ' ! 1 a -------•-- -- ----- - _ - -- - -- - ------ ----- ' _ _ ,+ ,tet cv 1 ._,1 ,---�, - ' i + o ;o - _ - m INSTALL 13.56 LFj48 R C.P. (D- 350) T ~, INStAL4 106.00 LF 8"i R.C.P (D-11350) 'w ago; INSTALL C�Iwr 48"R.C.P. (D�13 vf: w m R.C.P. -1350) «................. ... i t: I ( I 1 t E � 3 I , i I I i , , i . ; 1 -------- .................«-------- t_......________t____........____________ «_____f.... ..;_. __{_ r .__t._ ..,........r. , 3., ____a_.......r_».._ _... I I I 3 I f , E 1 i E 1 1 1 ___-___-_______________-.I.. 1 i i 1 i i I , ! I I 3 i i i ' , - _..__.1-_-____________________________ ___.____ _____ �- .�______-._......__._______________.__........____L_ _ - -- _____�__________-_----.________------- ..-............ _--__-_--_ _ --._---------- 1 , II - - -- - --•--------- d ------- ---------- 1 -------- ........ --------------- 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SB NNE SEE TRAT- -- a m r �� 16678 PLAN NO. 3818 Ir m I' `� 54" SD LINE SEE TRACT w ; En z 1040.75 INV.RESSUE- _ Z< } - -� -.- _ _ - - - - - - ---/� - - - 1 - _ t a � , I J• V' --------- --•-_-.L:,:,.-------- "" `vx...,,.-_.,.,.,..:...._..._...._»......ua..,..-_tea.-. �,.. LATTERAL "B-1" SEE ULTIMATE STORM DRAIN LINE SEE f TRACT 16678 PLAN NO. 4 k 11 TRACT 16678 PLAN NO. 3818 n- 1 3818 z t I`` I ;, IN a i I CATCH BASIN NO 7 w 01) ; r, 4 1058.8 �FG LATERAL "C-1" A SEE SHEET 4 \ FOR PROFILE 1041.54 INV. B J \ $ 1041.91 INV. J ST. STA. 9+70.44 \ 5 1 ' W=14, V=6.09' , CB NO.3 5 o Q100=6.80 CFS STA. 10+71.42 4 + , B=24", =4.58 1058.8 D1=42", D2=42" j 11 FG STORM DRAIN B Q PROP.[LINE "C" 8" V.C.P I I `s TABLE Z ODI 11 z LENGTH V)F- V N waz00 ll zl < Lu I Zia T E I J to 00 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0-0-0. (nVM 25.64' I I a < (00 IY Z W 14.69' N 45'00'00" E 11.33' F N I Z 44.28' N 44.50'27" W f I > 45.09'33" E I I i Q 30' 00'09'33" E EASE EAS I 6' 22' 22' 112' 10 11 I 8" WATER MAIN L co 16+00 ■ f I 1 t i - �---- ---------- r-.--------------- ........+ I -------------- 1 � 1 i ----------------_--------I------- ....... - ... - --�-!--t----- ---------I I, i I 1 -- i � I . __»_....�____-----__....._I__.__.. »__...____ _.......E...______ - ------------ .__._..----------- ....., _Ex.___ Gz _dNQ__._... i -----------....... .. _--- ------- -- --------__-_----------i -----------. -• -- E' ri ,CID ,00 TIW 1 t I i I )N.4 � I E _-- I I I i 1 t , ........... ___ __ _-� _ ___-- i -----A------. E ! I ; i t � I 1 I i ; I , M , I 1 i I - f' jG•-------1~04 :1-q, -------- ---------=-------- -----f--•---- -------_--__� W.S. LE V. i 1048.13 W: J: Etf :. - - - I r_______ ________,__-,--- -.-._.-t- 44.67 1 vcv nF ,w vaw ayrr�r\ .� i -0° 11RA L1_667 p_ kN - _______ II II ` s to i N `1 -N ---W _ jt LL 24 R.C.P.( - 135 0 INSTALL 38.El Lf I II ; II 4 R.C.P. D�13 0 - - -g -------------- ---- ----------------- ------- 0 > I ------ --------- ______---------- i - r r._..._..�------- -------- - ------------------ -j I I - ---------- -------------------- 10+00 11+00 ------------------------------- --..........�........ -•••---- --------------- I � t I 1 1 ' , i f « j. » t-------- -------------------------- -_ 3 «........�......... I I 1 t i i I> -------- PROFILE SCALE H❑RZ: l i n= 40 ft I- VERT: l in = o ft • of O B. IJj CASE 0 • 0_'Q100=21.6 49.10 FLPROP. • '27"TSTREET 121 1058.8 wm SEE SHEET 4 FG CROSSI ST. STA. 10+84.88a Q100=21.6 CFS 0 A=40', B=42", C=4.93 o in STA. 9+82.9 0 Lo D1=42", D2=42" I 1 PROP. - G [50.10 TC W=14, V=6.14 ,CB N0.4 + R/W Z 0 I 49.10 FL CASE B c� Q + 112" WATERMAIN Q _/f i } Q100=10.6 CF o STA. 10+40.11LATERAL "C-2" Q I ~ I SEE SHEET 4 V) O Q �� 4 A=45', B=24", C=3.52 F- 0 vI D1=42" D2=42" FOR PROFILE I »- CONSTRUCTION NOTES 30 2J 5 % 1 20' 20' 1 5 O1 CONSTRUCT CURB OPENING CATCH BASING STRUCTURE PER A.P.W.A STD. PLAN 300-2 (DETAIL ON SHEET 4) BAYLEAF LANE CORIANDER PLACE O2 INSTALL 24 " R.C.P. (D-1350). p �e- CL21 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG CURVE TABLE BEARING RADIUS LENGTH N 63.44'27" E 162.67' N 63'44'27" E TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT W 25.64' N 89'50'27" W 14.69' N 45'00'00" E 11.33' F N 44'50'27" W 44.28' N 44.50'27" W 45.57- N 45.09'33" E 20.75' N 00'09'33" E 645.22' AS SEWER I 6' 22' 22' 112' 10 11 I 8" WATER MAIN L co 16+00 ■ f I 1 t i - �---- ---------- r-.--------------- ........+ I -------------- 1 � 1 i ----------------_--------I------- ....... - ... - --�-!--t----- ---------I I, i I 1 -- i � I . __»_....�____-----__....._I__.__.. »__...____ _.......E...______ - ------------ .__._..----------- ....., _Ex.___ Gz _dNQ__._... i -----------....... .. _--- ------- -- --------__-_----------i -----------. -• -- E' ri ,CID ,00 TIW 1 t I i I )N.4 � I E _-- I I I i 1 t , ........... ___ __ _-� _ ___-- i -----A------. E ! I ; i t � I 1 I i ; I , M , I 1 i I - f' jG•-------1~04 :1-q, -------- ---------=-------- -----f--•---- -------_--__� W.S. LE V. i 1048.13 W: J: Etf :. - - - I r_______ ________,__-,--- -.-._.-t- 44.67 1 vcv nF ,w vaw ayrr�r\ .� i -0° 11RA L1_667 p_ kN - _______ II II ` s to i N `1 -N ---W _ jt LL 24 R.C.P.( - 135 0 INSTALL 38.El Lf I II ; II 4 R.C.P. D�13 0 - - -g -------------- ---- ----------------- ------- 0 > I ------ --------- ______---------- i - r r._..._..�------- -------- - ------------------ -j I I - ---------- -------------------- 10+00 11+00 ------------------------------- --..........�........ -•••---- --------------- I � t I 1 1 ' , i f « j. » t-------- -------------------------- -_ 3 «........�......... I I 1 t i i I> -------- PROFILE SCALE H❑RZ: l i n= 40 ft I- VERT: l in = o ft • of O B. IJj CASE 0 • 0_'Q100=21.6 49.10 FLPROP. • '27"TSTREET 121 1058.8 wm SEE SHEET 4 FG CROSSI ST. STA. 10+84.88a Q100=21.6 CFS 0 A=40', B=42", C=4.93 o in STA. 9+82.9 0 Lo D1=42", D2=42" I 1 PROP. - G [50.10 TC W=14, V=6.14 ,CB N0.4 + R/W Z 0 I 49.10 FL CASE B c� Q + 112" WATERMAIN Q _/f i } Q100=10.6 CF o STA. 10+40.11LATERAL "C-2" Q I ~ I SEE SHEET 4 V) O Q �� 4 A=45', B=24", C=3.52 F- 0 vI D1=42" D2=42" FOR PROFILE I »- CONSTRUCTION NOTES 30 2J 5 % 1 20' 20' 1 5 O1 CONSTRUCT CURB OPENING CATCH BASING STRUCTURE PER A.P.W.A STD. PLAN 300-2 (DETAIL ON SHEET 4) BAYLEAF LANE CORIANDER PLACE O2 INSTALL 24 " R.C.P. (D-1350). p �e- CL21 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG SO LINE TABLE CURVE TABLE BEARING RADIUS LENGTH N 63.44'27" E 162.67' N 63'44'27" E TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SO LINE TABLE CURVE TABLE BEARING RADIUS LENGTH N 63.44'27" E 162.67' N 63'44'27" E 59.54' C N 89.50'27" W 25.64' N 89'50'27" W 14.69' N 45'00'00" E 11.33' F N 44'50'27" W 44.28' N 44.50'27" W 45.57- N 45.09'33" E 20.75' N 00'09'33" E 645.22' RECORD DRAVANC REV. REVISION DESCRIPTION SD CURVE TABLE DELTA RADIUS LENGTH TANGENT J 63'34'54" 22.50' • 24.97' 13.95' 45.09'33" 22.50' 17.73' 9.36' SHOULD CONSTRUCTION OF THE 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 .a.e PLANS TO BRING THEM INTO CONFORMANCE WITH DATE EIGR. aTY DATE STANDARDS IN EFFECT. © r�3 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A STD PLAN 340-1 (DETAIL ON SHEET 6) 400 CONSTRUCT JUNCTION PER A.P.W.A STD. PLAN 331-2 (DETAIL ON SHEET 5) O5 CONSTRUCT STD. MANHOLE PER A.P.W.A L STD. PLAN 320-1 (NO JUNCTION, DETAIL ON SHEET 5). L co 0 Q7 INSTALL 48" R.C.P. (D-1350) V 0 J G 0Cn C3 Na 23796 rrn Exp. 12-31-05 �\ CMI /\e Prepared Under The Supervision Of : Crouse/Beers & Associates, Inc. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Ca. 92860-1967 h. 951) 7 040 Fax (951) 736-5292 UG N. CROUS R.C.E. No. 23796 EXP. 12/31/05 DATE I O GRAPHIC SCALE 0 20 40 80 SCALE 1" = 40' CITY OF FONTANA, CALIFORNIA TRACT No. 16678 160 1 DRAWN BY: ON-SITE STORM DRAIN SCALE: IMPROVEMENT PLAN DESIGNED BY: PLAN AND PROFILE DAZE: LI "C" N "D" APRIL, 2005 CHECKED BY: AFP OVED t� a DRAWING NO.: 12, 38RI ARDO SANDOVAL R.C.E. 5117i2 DATE— 19