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Home My WebLink About3389-6NONE F WR 5�IM RO ME TR ETSTA S T 0 WEER ON 5 +-tl� - TANGENT A 89.46'55" 54.84' 35.00' 34.87' B 90.40'24" 55.39' 35.00' 35.41' 8919'33" 54.57' 35.00' 34.59' NONE ME ■■�■�■■■■■■■■■:■�■■■■�■ • , ■�, D ° I • ■■��■.r`EEO■■■■■■■■�. NONE MEN o MIMMUNNAMMEMEMMEMEM. ' MEMOS MEN MEMEMEMEMEMEMEMEMS MEN MEMEMEMEMSE ■ • D . ' ■ • ■ , • MEMO M MEN , • • • MOMMEMME EMEMEMEN • MENEM MEMEMEMEMEEMMEME - E lE ■ '■ ' . •• a � - . .. 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GRADE AT 2% MIN UP FROM OPENING. pl �. 36'"CSP RISER PER. DWG NO. 3391 NOT 5U10 . • RISER PER DWG NO. 3391 CONCRETE COLLAR PER �a PER APWA STD PLAN NO. 151-1 SECT • -LYTLE CREEK WO SLAMW CONSTRUCTION NOTES � lO CONST. 7' A.C. ON 12' COMPACTED NATIVE PER SOILS REPORT RECOMMENDATION. 2O CONST 8' CURB AND GUTTER PER CITY STD DETAIL 1003 4O CONST ACCESS RAMP PER CITY STD DETAIL 1006 7O SAWCUT &REMOVE EXISTING AC PAVEMENT. \ � 8O EXISTING POWER POLE TO BE REMOVED BY SCE - 00 x 12 REMOVE EXISTING FENCE �' 18 PROTECT DIST 2' WATERLINE (CCMWC) 19 ADJUST VALVE TO GRADE PER CIN STD DETAIL 130 � 21 INSTALL SLEEVING, 1-6" AND 2-4", PER CITY LANDSCAPE N0. 518 (CHISEL "I" ON ALL CURBS) � Q2 REMOVE EXIST STORM DRAIN SYSTEM �= Q STANDPIPE PER STORM DRAIN PLAN #3213. CONST 4" THICK PCC SIDEWALK PER CITY STD DETAIL 1015 (WIDTH PER PLAN) ADJUST MANHOLE TO FINAL GRADE PER CITY STD 109. co ADJUST VAULT TO FINAL GRADE PER CIN STD 109. �� Q9 CONST. TEMPORARY AC CURB (D1-8) PER APWA STD 120-1 PER DETAIL ON SHT 2. �- � 32 RELOCATE EXIST SIGN � 33 INSTALL BARBED WIRE FENCE PER CALiRANS STD A86 ON SHT 8 � Q4 EXIST WATER APPURTENANCES TO BE RELOCATED BY OTHERS 35 EXIST WATER APPURTENANCES; ADJUST TO GRADE 37 EXISTING PB TELEPHONE POLE TO BE REMOVED BY OTHERS 39 CONST 4" AC ON NATIVE, COMPACTED TO 95% (MISC AC PAVING) 40 INSTALL CLASS 1 FLEXIBLE POST DELINEATOR (10' OC) PER CALTRANS STD A73C LEGEND¶: TYPE I YELLOW REFl.ECTORS FRONT AND BACK ON SHT 8 HP HIGH POINT OC ON CENTER TP TOP OF EXIST 2" W (TO BE MOVED BY OTHERS) T VERIZON SD STORM DRAIN S SEWER EP EDGE OF PAVEMENT SD STORM DRAIN TC TOP OF CURB ELEVATION G GAS FS FINISHED SURFACE ELEVATION W WATER FL FLOW UNE ELEVATION PA PROPERTY UNE GB GRADE BREAK TCE TEMPORARY CONSTRUCTION EASEMENT CB CATCH BASIN CL CENTERLINE BC BEGIN CURVE SHEET MATCH UNE EC END OF CURVE ---- TRACT BOUNDARY /PROPERTY UNE PRC POINT OF REVERSE CURVE XXX EXISTING SPOT ELEVATION PCC POINT OF COMPOUND CURVE BVC BEGIN VERTICAL CURVE 4 PCC CONCRETE EVC END OF VERTICAL CURVE MVC MIDDLE OF VERTICAL CURVE AC PAVEMENT REMOVAL STA 215+46.85 (LT) SUMMIT AVENUE N.T.S. SEE SHEET 5 \xIIS.4 \ \ �\ \o I . o x IS y \ x \\\ Con- LL"Ji CLU v c� - , \ �\ I 6- 09 \ x - \ �\ I I 2 6- \\' TRA(T �� \ W I TRAOT -091-63 cD z A 0 ERN ALIFORNIA S\ \ I O ERN ALIFORNIA S �I 1�L 226-091- I \ JAL 22 N Q I �,�/� , I MPANY \ \ c ( 1 COMPANY \ \ \ 6 c- � m J m b'(w I I co 0 00 I �\ 158 4 0 1 c z Z I - • , \ / T �, IN zP OPER E -S -INLAND EMPIRE, LP. 158 4 1 �U �' I - ■ , \ I \ \/ / IN OPER E -S -INLAND EMPIRE, L.P. ca z O F- - r c z \� M = m �- f O � ca of v v � LL_,I / 00 N I GA AULT \\ o = m JLLJ ca O X LLl ici p J I \ 22 \ \ Q F -O &4 CUD) 0 �W� I I m Y� V F Q I I I I U \ Y' O i IQ. cn u r \I M Lr-Uj Q EXIST 12" G\ w c� o \ / \ U -Q - - z� W .I I I -- \ --\ Tw x d- .- + .o - \ r- O m TCI-LI�E I GA VAULT / -- \ o TCIiNE ,._• `=' '� \ C o �\ cn o Z u' r- - - . \ . N m \ W O XO O OXU \ M 24 y �,W W o ren O L) LU a x \\ v\ �\ •, \ \ N . 33 o w \ � ? cb' M Z � -� o \ ' , 35 \ \ ST EXIST I $ x �, _ �- "'�- Q �,; N p N W ROP R W c l + z / .r \ 0 GRADE Bl� THER N EXIST CURB AND GUTTER x--= EXIST. R/W PER PLAN 33 �' � �`' ;, x � N � « 26 1 29 33 \ �, I --�-- - --- I o II 18� 9 \------- ------ o II o _ T FENCE PROTECT w y j 4 1 9 29x _\ / �, rn 1132 28 I P E\ co c-- __�_ - x - \ -- _ _� _ ! _ x - X X - \ 217+00.00 74'- --__ X590.73 _ V- - - - t593.2 \ 1597.15 EXIST EP--____-___-� --___--_ T� �� i .T �, - ? \ ` �, � --� � C14 59� �� 40 EP \\ � ; , � X09--- \ EP `- - �---� \ \ � \ \ \ `� 12 � �- � END PVM T REMOVAL �- / 212#8 � I �g \ i \\ � � %� +t % 212+9 � s \ x \ \ � -S--�21�+8A- 1�` - .EXIST 30� S ��Y.�- -$- "21 +88- \\ �C \ \' \ \\ = I `\ 21 �% %% 218+00 / 1 - - - - \ 0 \ �� - 217 0 \ N 218+00 I - - - - _ _ \ X21 d- S EE'T � N=k'52" - , 1 -lf _ 1 - = - - I -}- = �' \ 7 \ \ �\ n \ \ `\ \ \ - t�=� \ \ 7 � \ \� - -�- ----I - - j?-----� - / - - --- - - -- 1 I 1 21 --- - - �. .- x \ - -�\(15!7. 15911.00 TC 2 I U 1592.73 15961x1 `� EP N ,\ . \ \ S 3 SD \ \ o• \ \ p EXIST 2 W _ °° �-- - - - I' `\ \ \ �� \ °� \� \\ ` . o - - - �L EXIST 2 W 1:194.55 - -- _ ` \ \ -- �- EL CTED _ \ - _�� ---- - `�\ JJ \ h - --W---_----_- - -- - 593.3 - -- - -- -- -TO BEaOTE _---=---- ----- --- - I`x \ II \ `-------�TO BE PROTECTED 18 - - ;?� cn -c-- 592.7EXIST EP IN PLACE IN PLACE FUTURE R/W o EXIST EDG OF PAVEMENT r:� ' 24 �1 i / �- 2 _ - x - ,. - 2g �M • - = \ \ x r -x - 22 IST CB FUTURE CURB N PER PLAN 033x X15 .70 T r I'�' -: • = - = - - - - - - T - - - I / �, , I \ 1 11' -: ;: J` - -� = - =�� - - - - - - - - AND GUTTER A 15 3ry07 FL �' S'Q _ --O W 29 0 33 PROP R W I I I `� t > \ ,, r e . W / J' Q EXIST FENCE PROTECT •' J o Z o W N v r ►` I r' O \ IN PLACE \ \ L_ _ 1 11 .64 TC � `.� z rn O ,,, ,n O m o \ 1 :7, - - -� m STA 61+17.83 I I 7 r1 + � + / \ o M ; , L �---.� STA 61+1.1.83 I I I I W \ _L V U CO ~ \ O CE \ \ \ tM O W � N + I-- W T 23 _ _ _ ■ ■ STA 61+28.08 M O _---- --- STA 61+28.08 FUSD SUMMIT n W M °° � Z CID- o \\ FUSD SUMMIT W SUMMIT AVENUE EXIST STOP SIGN o `\ N m � � ; A GTT -op A.G. \ 32 HIGH SCHOOL L, M PER ENGINEER W EXIST 36- GAS HIGH SCHOOL U MATCHLINE M N m `\ EXIST 36° GAS x W MATCHLINE \ W W SEE SFAMT 7 �� d \ �6� 32 SEE SHEET 7 \ �6 A.P.N. 226-151- 02 U - CD �, _ _ DIRECTION 5 A.P.N. 226 151 02 \ \ \ THE ROSE FUSAYE OSHIMA co z n .P.N. 2 6- 0 60 \ THE ROSE FUSAYE OSHIMA- P.N..2 6-0 -60 k \ REV. LUNG. TRUST V. LVNG. TRUST rri � � THE ULL � A FAMILY UST THE ULL , A FAMILY/BUST ' + Jwca N ;� EXIST 41- WATER - IMPROVEMENT PLAN REFERENCES - EXIST 41' WATER 3 CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 89.46'55" 54.84' 35.00' 34.87' B 90.40'24" 55.39' 35.00' 35.41' 8919'33" 54.57' 35.00' 34.59' WARNING: 2-36 NATURAL GAS LINES N EXERCISE EXTREME CAUTION EXISTING STREET IMPROVEMENT PLANS PER DWG NO. -2799 AND 3033 (;RE K ROAD C:11 co0 PROPOSED SEWER IMPROVEMENT PLANS PER DWG NO. 3390 LYTLE CREEK ROAD REMOVAL PLAN N PROPOSED STORM DRAIN IMPROVEMENT PLANS PER DWG NO. 3391 .00 40 0 40 80 r PROPOSED TRAFFIC SIGNAL AND INTERCONNECT IMPROVEMENT PLANS PER DWG NO. 3394C1(.o "= 40' -2 0 I)R I .2 - . scale feet m v o c� U P N� - �+ Bwa_t Pwr►oma ' o� R 6 3•�3 CITY OF FONTANA, CALIFORNIA I E SHOULD CONSTRUCTION OF THE REQUIRED QROFEsso� remain nc. No IMPROVEMENTS NOT COMMENCE WITHIN TWO �o o SCHM,Fq� STREET IV�ROV PLAN & PROF�EC1 YEARS 0 F THE DATE 0 F APPROVAL SHOWN HEREON �� 00 o��y Civil Engineering - Planning - Surveying - Public Works DRAWN BY: SCALE: W o W �. 9130 Anaheim PI. Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 MPK SSR AVENUE "=q.0' - AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 37167 .*. Exp. 06/30/06 PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: -- _ _ _ - LYTLE ROAD DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE sq CIVI MPK < ERS TIO JULY 2004 E v m REV. PLANS TO BRING THEM INTO CONFORMANCE WITH OF cA&�F° / /-d y CHECKED BY: 2� DWG. No.: 6 REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. D. TODD SCHMIEDER R.C.E. 37167 DATE: RLg DA 3380 Q O GINEER • • 10