Loading...
HomeMy WebLinkAbout1787 BENCHMARK: 10074 2' BRASS DISC IN CONCRETE EDISON VAULT STAMPED 'CITY OF RANCHO CUCAMONGA BM 10074 1987' AT THE NE'ly CORNER OF HIGHLAND AVENUE and MILLIKEN AVENUE, 30-ft EAST OF CENTERLINE OF MILLIKEN AVENUE and 20-ft NORTH OF END OF AC BERM RETURN ELEVATION - 1514.456 37.81 ' vc 1638.15 Ex GRADE AT m 6' Le R/W (3 ft) 1645100" VC ; 1634.23 PVl ro o M - - _` ' -- N �o co S /�° PROPOSED n o N ± ± N TOP OF CURB # + 64 r r r _ o .. S $ a o a, �? ao 1 �j � ice. © �O U hU- H O H O H M '" to coo Q to r, o r, `.! 00 `� m+ 4 OD `n s ` R=0.50rK c� ao; + $ 4 00 �8 co _ W M ~ � F` ~ Ai Q m v to II CID a a ji �-----CATCH BASIN U U S # S S S S S �v' + N + r� + jn " cn ut cn F/ E/L U a U I i o , ci Iti m+ OD r� 4D OD 5 E O N an II Rat' R=-4.39X a +� m C14 t'�v S+ r + r + in + r< + .- + N { v t Q t v r J Q? p In N m O r N r It r 00 r N t0 c0 c0 r r /�C - U U U FU- F^ OD 1`- O r r r r r N + +- - (1 =a40X) PROPOSED � `° °° + + c0 M r � co � � -���J �r r + r + r- (� Z. q �_ et 1� r- 1 w VC TOP OF CURB CN S a' a' O7 1o+ �' r n r M r '` 2 r r m m 1644.97 PVI d o � O o � a J ° cn ° c0 bc0 .. ca N < �ID rn Cam' o cn cn un r- cr' 1641.30 PVI Lcx6l NG mc, OF CURB �. t o1`n o cnro+ rn + � _ ' 6�' � 1 39.75 1845 �t ° 0 ° c(0 ° � ° � 1639.07 Pul 1645 tn r r r r S EXISTII<FO FS AT j y g t: /L STREET o + # _ C O c0 s 1rQi#V ' _ -_ - ------- ---- - M fn O L� � Of cn cn r� ia_ W ap S � r � --- N p li �!l (� to ks O � � LL W [i Q CO N N � � 'd� $ t� W O p �- "' pop O st Q r r Q i0 T� V^T il^T CL IL O 1Ni 1�� Q O Y1 © � 1A 8 LO Co IA co � p r� 0 + � c0 (G � r �� �- /� LL v 1n CC + r rt r Q r r �! (n I\r� �y IL O p pp to + Q O <D O rt r r r Ip Li W L j ^ .•. O p N V1 T T O r N O O d rn CO to O iA U LL LL Q 59 MO N ,� +A M r� r*- M M r m r iA Q sG t0 r r Z ^ pO t� 8 Of r ¢ + Ip M_ C� ,,,,,, 17 O) Cn in inr Q? Of K) top r r' i7 rQ+ r 1635 .00 Q O It f� ± , v6 6C1 t� tD tMO Q Q r � V Cl N Jffi N \v N \ \W \W S �0 � � r r rMM r � � N a �, N _ja �.. v v v 1635 t ©; a tt1 t0 y r (n \{a! \W N \W \ v v (rD r (n Uj N -1 W v u v f1Z. VF-ILC SCALES I ;V U v VERT. "_ ' 7 8 9 10 11 12 13 14 15 16 17 18 19 NOTE: COORDINATE WITH FIRE DEPARTMENT SEE S1"= OC-4 of OC-9 21 NOTE: SEE SHEET OC-8 FOR AND WATER DISTRICT WHEN TEMPORARILY TAKING FIRE HYDRANT OUT OF SERVICE w , N00'20' 14'W , q , m SD PROFILES. m TO RELOCATE VALVE. _ 00 DRAINAGE 00 J ry 8 OTD a .. ,� - c� EASEMENT I r ^m Sta 10+00.00 Banyan Street + + ,� o+ °i• N 3 - °' o o 0) II + M M (6 31 11 S Sta 36+57.49 Milliken Avenue + c0 SEE LANDSCAPE ARCHITECT PLANS _ O ° 0 6 `' M "' + $ FOR PARKWAY LANDSCAPE AND - - - 31 S ° s P 20 wt v m a 33 TYP 0 B A N Y A N N v ° + IRRIGATION (TYP) S T R E T � ' 6 j V) co 3 _ 11 2 � tin 33 � + TYP LIGHT STANDARD -- - - - - - co 33 BY OTHERS -- --- --- - q 4 v 33 • r- EX/S77NG CURB 2 35 r n - - ' _ � 2 v 4 N --- - - - - - - - - - - - -.---�E - - _ - -- --'- -� - sAwcur & ✓oi _II rJ M A EXISTING 40 WIDE - $ 036f�) r, 120' WD N MWD EASEMENT 1 C/L �6 �__ _ -- ----- ----- - - -- ----- ------------ ---- --- --- --- ---- -------- ----------------------------------------- -- --- --- -- -----}---- ---- t2o'MwD - ---- ------------------ C) 6 - --------------------------------------------- - - �1 8 13 1 9 34 22 2 19 30 17 t 17 14 12 S4wcuT e� ✓oiN t 3 15 34 00 4 I ``' t 5 SAWCUT & ✓OIN 16 N 89'34'39' W 1 18 I T-- - 04 ;r 15 34 30G - -- - - �C - 6 3 � E - - � - E/T � - - - - � - - E/T - - � - - - 18mill N EX/Sr. STR££T LIGHT N �15rTREET LIGHT EXIST. STREET LIGHT 18 W 11 18 £ /ST. STREET LIGHT m Sta 8+70.44 1 o 7 35 Q CURB OUTLET I I 1 1 J 1 1 1 J o Exrsr. srREEr ucHr 3 I i i EXISTING SD PER CITY OF RANCHO J ® REMOVE EXISTING WOODEN BARRICADE. 19 20 2 J J LO w Z I CUCAMONGA DWG. NO. 1413, AND 961 I 17 REMOVE EXISTING CATCH BASIN. 1 REBUILD NOSE OF w I I 18"0 RCP (2000-D) 1 1 n /` -r' 1 MED14N TO W i I 18 REMOVE EXISTING PCC CURB AND GUTTER. 71 A� 1 12938 CURVE TABLE 0 CLEAR CROSSWALK Zo 34 I Z 3 ( I 1 RA CT 12938 19 INSTALL 18' RCP STORM DRAIN. $ b I 20 RELOCATE EXISTING UTILITY. O 0 Radius Length Tangent J W CONSTRUCT CURB OPENING CATCH BASIN WITH 36' MH COVER PER CITY OF RANCHO 16.75' (ON SKEW) J ' 21 CUCAMONGA STD PLAN 300, 'w' and 'V' PER PLAN. A 21'4244' 84.57' 32.05' 16.22' 6" 54" 6" 54" 6" - 22 REMOVE EXISTING STORM DRAIN PIPE AND STRUCTURE. INSTALL CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD DWG 107-A. 1-1/2" CONST. JT. 23 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD PLAN 329. '• ADJUST ALL EXISTING VALVES AND MANHOLES TO GRADE. CONSTRUCTION ITEMS /4010" O.C. " _ q9 FURNISH AND INSTALL GROUTED ROCK SLOPE PROTECTION PER SECTION A-A ON SHEET OC-8. * FINAL STRUCTURAL SECTION CENTERED IN SLAB #3012" 4 AT CURB N o.c. OUTLET�) Ot PLACE 5-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL. TO BE DETERMINED BY SOILS � � CONSTRUCT HEADWALL PER S8 COUNTY STD. DWG. 209 (SEE DETAILS ON SHEETS OC-8 dt OC-9). ENGINEER PRIOR TO FINAL PLACE 6-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL. 0 APPROVAL OF THE IMPROVEMENT DESCRIPTION OF REVISION DATE CONSTRUCT TRIPLE BARREL 48' RCP CULVERT. APPRO\OM 2 CONSTRUCT 8' CURB do GUTTER, TYPE 'A2-8' PER CITY OF RANCHO CUCAMONGA STD PLAN 104. PLANS. CURBSIDE DRAIN OUTLET - LARGE CAPACITY * CONSTRUCT LIGHT CLASS ROCK SLOPE PROTECTION ENERGY DISSIPATOR WITH 3 CONSTRUCT 8' MEDIAN CURB, TYPE 'A1-8', PER CITY OF RANCHO CUCAMONGA STD PLAN 104. ® CONCRETE EDGE SILL AND GEOTEXTILE FILTER FABRIC BACKING. CITY OF RANCHO CUCAMONGA NTS 4 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD PLAN 103 ® CONSTRUCT 8' AC CURB TYPE D1-8 PER CITY OF RANCHO CUCAMONGA STD DWG 104. (SIDEWALK SHALL BE CURVEUNEAR PER STD. PLAN 114 ON MILLIKEN AVE.) PLAN AND PROFILE CONSTRUCT CURB CUT-OFF WALL PER SAN BERNARDINO COUNTY PUBLIC WORKS " NOTE: CONSTRUCT CONCRETE DRIVE APPROACH, TYPE 'C, (UNLESS OTHERWISE NOTED) PER DEPARTMENT STD. DWG. 127. (SHOWN ON SHEET OC-9). 0'wl FOR SCALE: T = 40' CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101 (MODIFIED PER PLAN). O 6 CONSTRUCT DUAL ACCESS RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD PLAN 102. 30 RELOCATE EXISTING SIGN. N 0 20 40 80 STANDARD DRAWING N0. 107-C EXCEPT AS SHOWN � PHi M. �� � BANYAN STREET HEREON FOR DIMENSIONS AND STEEL REINFORCEMENT 7 CONSTRUCT LOCAL DEPRESSION, CASE 'A', PER CITY OF RANCHO CUCAMONGA STD PLAN 307. 31 INSTALL STREET LIGHT 5800 LUMIN HPS BY SCE PAID AND COORDINATED BY DEVELOPER. No. 23814 SCALE FEET 8 CONSTRUCT LOCAL DEPRESSION, CASE 'B', PER CITY OF RANCHO CUCAMONGA STD PLAN 307. 32 INSTALL STREET LIGHT 9500 LUMIN HPS BY SCE PAID AND COORDINATED BY DEVELOPER. EXP• 12-31-ot �718. 7+.50.� to Sta 18.�.00.00 9 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCA1 ONGA STD 331. 33 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET OC-1 TREE PLACEMENT PER CITY STD 501. ��t CIV�1. ���! F of CA APPROVED BY II� , / DATE Underground Service Alert INSTALL REDWOOD HEADER PER DETAIL ON SHEET 01 34 APPLY SAND SLURRY SEAL PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS. CITY ENGINEER z V at; ( � R.C.E. 244953 FORE y 11 PROTECT EXISTING UTILITY STRUCTURE IN PLACE. 35 CONSTRUCT CURBSIDE DRAIN OUTLET PER DETAIL ON SHEET OC-2, AND CITY STD DWG 107-C. o �� DESIGN RE OMME ED �v o Call: TOLL FREE 36 INSTALL 18'X28 1/2' REINFORCED CONCRETE ARCHED CULVERT. Associate Engineers REMOVE and RELOCATE EXISTING CHAIN-LINK FENCE AS DIRECTED BY OWNER. ® ✓.F.B./M.D.L. 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 INSTALL JUNCTION STRUCTURE NO. 4 CASE 2 PER CITY OF RANCHO CUCAMONGA STD PLAN 333. Voice: (909) 980-1982 Fax: (909) 941-0891 1-800 13 SAWCUT 2 FEET BEYOND EXISTING GUTTER and REMOVE EXISTING CURB do GUTTER. DRAWN SHEE E-moB: pdouglosOossoc-eng.com MM 227-2600 14 REMOVE EXISTING AC BERM. RELOCATE EXISTING FIRE HYDRANT FOOT-VALVE INTO PAVEMENT. 0 INDICATES NOT USED ON THIS SHEET ✓F.B./ ..D.L. -2 0FOC-1 ® INSTALL 2 -6' DIA. PVC SLEEVES FOR IRRIGATION AND ELECTRICAL SERVICE (MIN. 30' COVER). CHECKED DRAWING No. TWO WORKING DAYS BEFORE YOU DIG 15 SAWCUT EXISTING PAVEMENT TO CLEAN, STRAIGHT EDGE. INSTALL 2' X 2' CATCH BASIN WITH GRATE (BROOKS NO. 2424 OR EQUAL) PMD No.: 9907 DATE: Au uat 2001 FILE No.: 99075 / �87 FILE j \9+075\dwg\streets\interim streets\9975ist2.dwg This plan is copyrighted by Associated Engineers, Inc - 2001 I BENCHMARK: 10074 200 VC 2' BRASS DISC IN CONCRETE EDISON VAULT STAMPED P. 'C ITY C TY OF RANCHO CUCAMONGA BM 1642.14 PVt 10074 1987 AT THE NE'ly CORNER OF u HIGHLAND AVENUE and MIWKEN AVENUE, 30-ft EAST OF CENTERLINE OF MIWKEN AVENUE and + g g g g $ g 20-ft NORTH OF END OF AC BERM RETURN to � FV- N H r H N H H h H $ H Ex GRADE AT � ELEVATION 1514.456 Ins � -- � _+ r. _+ Cq _+ 0 _+ r~ + + 00 + M + 00 + N Q, R/W (36' Left) xx Nr NO N � N � NN N 04 O N �_ N 04 14 �_ N Pn �_ U W Z� v v i G a ++ � Li� o to 401645 PROPOSED � +Cq TOP ' OF CURB 00 011 + 06 4 IV) 0 tMQ i U to 1640 _ E w --�_ 1640 to N In 40 g M a: It � ; o vN to — N r' + p,40 D tD ,C tD N N n 1s35 N M 1 w VC to 20 in 1644.97 PVI t 1645 'IS5 -- EXISTI FS AT j C/L REET O o o 16 40--— vc �/ pp ± MC14 °' + W � $ moo �i �' `` g � g � g ti p $ � oy., - -- -- - - - W _j CL N � C N N + � to S \IL \v ` N o v\..j. o 04 + � + + T O W N ' v W v 0 0 Pr) � O t Qrt0.rt0� w Ln v N am No L to ¢ D S C N n tAv 0. r ^ �n I.L.� nJ ffi o t #1635 Mtq t© to Ipp 1 to w to 0 p I 0o 00 + + ♦ N r- -- -'— 16 5 J Gto N 7 N rM in o0 00 O W) In to p t- ch O 0 OG►o to o6 o6 ♦ 0 CID ♦ m ♦ � \ La to -� V) •- p r a t0 tD N to Po to N t�D to PROF v PROFILE SCALES v" \w -i a cn -j a v to to to to a. 19 20 21 22 23 24 25 26 27 28 29 30 31 32 NOTE: COORDINATE WITH FIRE DEPARTMENT o WIDTH VARIES 6'-10' AND WATER DISTRICT WHEN TEMPORARILY 5 31 SEE SCHOOL SITE GRADING 6 10 TAKING FIRE HYDRANT OUT OF SERVICE. o WELL S/TE — 2 TO RELOCATE VALVE. p 8 1mPR01/EMENTS U' S B C FC D D E B R I S 6 6" 31 5 00 1 + 31 " FAA SIN] 0000- + p � 31 O O l2 AC BASE o 0 0 \ O u) tD N v 1 Z cD � N ,� 0 0 000 0 0 0° / o 4 V) O + ,ylo N �, 1 Ui + BANYAN + C) Z + � + N N � N � + ♦ O W N � + �� II SECTION A-A 04 o S T R E E T 00 � h� II n.t.s. TYP o N �+' c"n 41.59 CCWD N 12 t~ 1 Z N 2 N o z I I 3 V) SEE NAIL o'cf WELL 27 33 TYP 0 33 ° v (nn 1 4 3 11 2 11 38 BELOW I 4 Momort�g W 12 2 N 11 42.14 TYP N 1s,�e.» � � (� 8 — — — — — — — — > 3e o4 fz O _ _ — — — — — — — — — - - - - +_ =10' 11 — 5.•l P►�mt TAPER GRAVEL _ =AV 16' EXISTING 40 WiDE _ 71f= 16'W N MWD EASEMENT `� Sto f 1 w °coo --- , ---- 1641.427C 1640.75f L O 12� MWD 1 Sto 22*44.69 (I EXISTING 40 WIDE ------- 6- TM—Ow ----------- -----��9r �zrr L6:41_ f1F1--------------- 120! MwD N 120' MwDMWD EASEMENT u ------ ---- - -------------------------- 1D MH ADJUST 20 ; 2t34 22 �SAH'cur �c ✓aN 23 15 24 89' 9' W 25 s 27 �Awcur ar ✓arv� 2a 2s - -- 30 I CITY OFRRANDCIHO CUOCAMONGA w GRADE BY MWD — I _ 34 N ,� _ 15 34 1 1 II I _ - - - �- � — — — — -- — �G — — E/T _ — — — — -- — — — s G — — — — � �' � �-EX/ST EDGE OF PtiMMT. U w - - - - - - 1 VF-L `t~ EST II 31 32 1, 5 i J i I CONSTRUCTION ITEMS II 20 RELOCATE EXISTING UTILITY. I ( I I 11 Sto 20+44.82 Banyan Street )K II O1 PLACE 5-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL. CONSTRUCT CURB OPENING CATCH BASIN 36' MH COVER PER CITY OF RANCHO II C/L Butler Peak Place 2� CUCAMONGA STD PLAN 300, 'W and 'V' PER PLAN. z Y Q PLACE 6-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL. Q REMOVE EXISTING STORM DRAIN PIPE AND STRUCTURE. 2 CONSTRUCT 8' CURB do GUTTER, TYPE 'A2-8', PER CITY OF RANCHO CUCAMONGA STD PLAN 104. #1 INSTALL CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD DWG 107-A o CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD PLAN 329. R/W N N 3 CONSTRUCT 8' MEDIAN CURB, TYPE -Al -W, PER CITY OF RANCHO CUCAMONGA STD PLAN 104. �n ** ADJUST ALL EXISTING VALVES AND MANHOLES TO GRADE. )III �' 4 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD PLAN 103 FURNISH AND INSTALL GROUTED ROCK SLOPE PROTECTION PER SECTION A-A ON SHEET OC-8. (SIDEWALK SHALL BE CURVELINEAR PER STD. PLAN 114 ON MILLIKEN AVE.) CONSTRUCT HEADWALL PER SB COUNTY STD. DWG. 209 (SEE DETAILS ON SHEETS OC-8 tic OC-9). � O5 CONSTRUCT CONCRETE DRIVE APPROACH, TYPE 'C, (UNLESS OTHERWISE NOTED} PER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101 (MODIFIED PER PLAN). ® CONSTRUCT TRIPLE BARREL 48' RCP CULVERT. SIDEWALK 6 CONSTRUCT DUAL ACCESS RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD PLAN 102. ® CONSTRUCT LIGHT CLASS ROCK SLOPE PROTECTION ENERGY DISSIPATOR WITH CITY 8DEWALK TRANNT_M DETAL. 7 CONSTRUCT LOCAL DEPRESSION, CASE 'A', PER CITY OF RANCHO CUCAMONGA STD PLAN 307. CONCRETE EDGE SILL AND GEOTEXTILE FILTER FABRIC BACKING. DESCRIPTION OF REVISION DATE APPROVED * FINAL STRUCTURAL SECTION 8 CONSTRUCT LOCAL DEPRESSION, CASE 'B', PER CITY OF RANCHO CUCAMONGA STD PLAN 307. ® CONSTRUCT 8' AC CURB TYPE D1 -8 PER CITY OF RANCHO CUCAMONGA STD DWG 104. CITY OF RANCHO CUCAMONGA SCALE: 1' 40' TO BE DETERMINED BY SOILS 9 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD 331. CONSTRUCT CURB CUT-OFF WALL PER SAN BERNARDINO COUNTY PUBLIC WORKS 0 20 40 80 ENGINEER PRIOR TO FINAL DEPARTMENT STD. DWG. 127. (SHOWN ON SHEET OC-9). o 'tt PLAN AND PROFILE APPROVAL OF THE IMPROVEMENT 10 INSTALL REDWOOD HEADER PER DETAIL ON SHEET OC-9. FOR PLANS. RELOCATE EXISTING SIGN. W �►LF M. oouctAs , SCALE FEET 11 PROTECT EXISTING UTILITY STRUCTURE IN PLACE. 31 INSTALL STREET LIGHT 5800 LUMIN HPS BY SCE PAID AND COORDINATED BY DEVELOPER. No. 23814 12 REMOVE and RELOCATE EXISTING CHAIN-LINK FENCE AS DIRECTED BY OWNER. EXP. 12-31-01 BANYAN STREET INDICATES NOT USED ON THIS SHEET � � INSTALL STREET LIGHT 9500 LUMIN HPS BY SCE PAID AND COORDINATED BY DEVELOPER. ,�41 �� SAWCUT 2 FEET BEYOND EXISTING GUTTER and REMOVE EXISTING CURB do GUTTER. 33 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET OC-1 TREE PLACEMENT PER CITY STD 501. F FI V I� � Sta 18+00.00 to St8 33+00.00 Underground Service Alert REMOVE EXISTING AC BERM. 34 APPLY SAND SLURRY SEAL PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS. APPROVED BY DATE L 15 SAWCUT EXISTING PAVEMENT TO CLEAN, STRAIGHT EDGE. CONSTRUCT CURBSIDE DRAIN OUTLET PER DETAIL ON SHEET OC-2, AND CITY STD DWG 107-C. CITY ENGINEER at R.C.E. 24953 0�F0RE y0G ® DESIGN RECOMME ED �v Call: TOLL FREE INSTALL 18'X28 1/2' REINFORCED CONCRETE ARCHED CULVERT. Associated Engineers 1 REMOVE EXISTING WOODEN BARRICADE. J.F,B./ ..D.L. 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 11 �/ QQ REMOVE EXISTING CATCH BASIN. ® INSTALL JUNCTION STRUCTURE NO. 4 CASE 2 PER CITY OF RANCHO CUCAMONGA STD PLAN 333. DRAWN Voice: (909) 980-1982 Fax: (909) 941-o891 SHEE 1-Voo ® 38 E-moA: pAouglos0ossoc-eng.com - MM- 422-4133 t REMOVE EXISTING PCC CURB AND GUTTER. Q RELOCATE EXISTING FIRE HYDRANT FOOT-VALVE INTO PAVEMENT. �fF.B./Al.D.L. � 30FV� 1Z ® ® INSTALL 2 -6' DIA. PVC SLEEVES FOR IRRIGATION AND ELECTRICAL SERVICE (MIN. 30' COVER). CHECKED DRAWING No. '�CE No.: 23814 TWO WORKING DAYS BEFORE YOU DIG INSTALL 18' RCP STORM DRAIN. R U P.M.D. 176 7 ® INSTALL 2' X 2' CATCH BASIN WITH GRATE BROOKS NO 2424 0 EQUAL) DATE: August 2001 FILE No.: 99075 FILE j \99075\dwg\streets\interim streets\9975ist3.dwg This plan is copyrighted by Associated Engineers, Inc. — 2001 .�a��rO l:a P. T�I ,t R *, i ! • . . g L-w a,( •>lvenm�� t7 S,dl�Wr � � '! 8 • ,}_�!-'b_. � }..._�..�A v..Y^' A « 77•latA '.� � Cj B '+ Y Y 'A ry a: pPau a + 1 � t't ' � .,.aa���9..,.- � Fa�1�7��.4� ■�;f�la�.`a':�.� -a e:.n % • av rs w _-a Iwv%�.=aR I .aad::,�® 9 r�'-s�.. .,.Tx. �:a _ e@' wa +rE`a a %'r: ¢ @• a ♦ 4 •• oi[ a! � ivS .,, •r9F.+>e�a¢s�ac,b -9 ,.Y Y�ar+.� s4nr'-�x '- � reams@• �A� .. P:,� AL:�j r« ..m,%iaiiY:<1 ' '� «5� @ :• ., - , � ;¢Q;:iU 'S�! i " r^-.er-'9c�.s ��7a:9.•.9 r,-�-v: w a'.�swa. . . .mr s.r®.� %tl . vim'®.eu«�,�,,o�,.RIY P�raw..-ssasrn.rw.+..o,'a.�"n°.�-w x=.:�a�wn�:.x� sY�a�.qs^.�r9.,s _-.,...:Yrr.."m®..��"a� �.. :r ..w. =i;�..rer:.@a ams�:+s� -3 pv.. .."mow'' Ii I 1 ,. ■ r �-'�I i®i ' ill I'fdJl "�i' `. :1'. i�i- !am¢ .. e'1 tam riyV:U¢�r5�eyoM }.yel aIMMA•A gg¢ogasi�aca•�€ 'I WWI �`#�«1� fig• a�r s 1® II[�IIWIIIIIII�1�@�I��I IIi=� Y®[-„��al� Tr"•�sr. 'wise <. _r. r.--�® _.. G J e .v I qm: + i Ufa��a��>`.m�ilTUZaa�"l aaw. 'a x .ewe a q I. rkxw �L � •+ W�•%+.w. sir-¢f.ma ar.vwary a--_ wrY 4e�+an=« art��=arr®� ` SIMEW�Ila I,; ® 'r" r of _ ira_ a�r* ®"�C (� .lm"--CH iii a �, -. F 'wN -'�ti3. .. i_'f }dl�lM �4 .A.i�"_ w+ r�.mrr. rarmf®>'..- r w. • I :'s "ANMJ. Imo!° AIRMAN • x"l.e4t;b �^' .J".�r 2911 wrvt ,.-0 :• . a f $ R'fe®'" P 1'•�.f �- I fR:4 SQaf�-.t R o @ n + ® ♦ r• ♦-y f.W 94A� a• 1& D». N1 `..9%al r1 a9.:i 9.•.a<•➢QIF t � • gy _�t� @%� �SKII rp�_� AMUMIJINI �ui�i■E■■ a a+ ram' '+ @9 @F-- a xu �'"a :ions-,.ris��iT ��9H�e �i UPS v:..% aAai�if+ raia.a a : ii is-9 - .,9.=.�n'J ai i•�� � � 33 NNW MINI _ �...��►-..��I �«•- i •� vv+'-b�u _-Wa ave•a.@Rx«.�-yam a.•ns,.9uraf� - �IIIII■ .:m y%R.:. � iiiiuloo uRR• +��w^-_ . � :.'�>. �Y.YiP•@0 .'@ W w .+ F �•¢.86T C'R e® IIIR I p z. °'.� �. ' �. IIIIIIIIII� .n.® e RIIIII•w .. �- .J• T}qd � ate, ®®® d' m%t d'; �� iA' " i".3`. Y : ,� T r I J I /I •...rim^� �',;. �. 'T4•�°.90..'9a®i �9i''.P� `YSR'• ® .e l0%�,N6.r3t�1RS,x ].9 I -Iy'' -.•.r `^.79- drE pyff•«9Ww lal�•��y'"' �}T 5I'0 i•� _ P9: .,�N/ - � ..r% ' t�iL d_ ` ext�g>+';f rIF` �i • m >aC}l ."` �^�.sj a,l� �r' -..y�r vv� -.w 'a-uussa s-1 : a�.®^�:<9MEMO x.... ' a ' !muA- eI� + ' '• j a Y11!" � 3�1i anagrr a v. •. ]a • .radr� u•••. .m%... 'e v ,a..l _ + Ia ��� Y .m.. a �.•-� • 4 ` @:i " � � illf � ® I : �...-. � `T 4@ 9-11i. Mon- > , IMP I! iiI �68 ¢ _ �� �••U.!� y ma's -Ai'��'9{�+',, l (� �Cr���Ilr" �a�-�tIA 9.4 wier➢® F a� a�*"..•i� W+t°ai��� !YI �3T1 % �,�,�� -.Ti":�iL.YO ss:.-®Aa+'n tr� ��Y". \� r'�' !A' _ .• TTllFT+ + '1-®I.2.80.e�f 0t`I.. 1�± _ ' -. -i�i�u� I�•ulu•o _a/ ,�� I�'-J .:"6 �T :a jiC+1113 _ --evrPe-_a uf�w•II �!�''d �� }�p�� .e11 :Rl 1y�y�p�� �FV�'B�n'mfy9^'® C4.[ ` 1 ��yyg9 3rs! _rr�� _P'y° I J4ir®'JY:, -tom• !lY-•'t'tYY II� Y �a a + f�� (x �"� �r I f ri�� ! � r• � :♦ �!@ -r•fiTj. ®9 a P_ ( YTII.^�iR M °.. ^9�:Y FY_ �°-' o @l @ a 4t 3P $ 'i Imo- l.-•-.ay- _DS`¢ ® L. '•'� Y 3 � � •YaI11•ry'�."'.JH - ?',i.9HR •x- ^S.Y'� � 911R•. a .:r4V �-dl ffi sf 6E S8ttE�:Al 1 p a 'a9 )!`'Y�r,. m y -i d ++ i"_"9®�.- R.J&'aiYi:Y:R.ni♦y.P, t" ,91�, ...w �P,�w Oim �� i��Pa••'94a6t�'l71r,9 '°d . °�1:.` � "" ,�� I'i ®r"- @ -:i - p,J�� R..Tm-wi.«�� .' n�iA�r� �. �.1 N• IIWAtI I®II IIII I101 �ia�a�C®�II! �I�I r�!".o/^!pu«""_..a! :....a,..>® �� t�'d-1'�I R 9 NAi,Y r�,,�9.yx�'��➢ .=6 _ ra .c�, w -_ . - mrd.W%ua�• f• oq aa. . wRr+ w�va^^'aa,-'asu sma•1f• °im + �{ f�9vw•^'.:.r 4• Pa s.aw a ..+ ���-a��s.. s. x �o �m + �' z.amr-' m<: #•+i u.: :_ - ;e -''b'��l6�Lta��C� ��" ,. � �:-,;•!,I � I ps`- _ � + ° [. .i -mYR'i.-Y �r flags' " ' � f-•Rw'fYRlRre>RI•� fM' .::¢ i ! 4(T ..F - a -.a..r®9,a�slq � •�� � ! a`,s;,a.'•w.�ae+rauasi,a•r'x i 0. e`�4't:�xt'" A®Y^rPP't•�•31�iMa� + i 4 ,4 •+ � � +� � « Rom'/F � "!. + „- � ► � � .. Ili;' ." <,.�9..-L". w Y► �m � 8 s dt ,.,._ mot `. 15 '#� AMOK 1,,. � � ' � ■ +s is .. � • t'� _..._�._�..-. ,�. �.. "+r..W. , ..._„ , - .. - ..... ._ < , _., +,.,... ,:.:.,, ( . rr. _->+ tEn r t fk. - -. ''-_ . .,.. . 24.`�" , - sf ,g #t- nta :E•TM. �-. r � �, _ .- ,fj, {{_ #.. r,. -_, -.a., Vk. q. ,u tick{` .$.:c3 m <w'.aa - - •. - , .. _ z f 's f£°,.. < r'.±°f„ _ y } ! !'i ! ! ..e . - � �F' „ & .. t -. , ., a £ - .. __.. : ,,. „br ,°. .t. a n... #x, atrx_ �;,.t•,wit .xt S- .�+. x.. .:p-:W i. , - : t 9.�+;. <)e.`.' .. . 't , r ;: .. , F�:,' :k(it3E5`#E-t .,_.'i�°.,!,'•s.,�„'.x._z;.£._ n.z.,.2ztHz3:-: i- ,a,> { ,., r,,, ., ,..,.,...e1#.. . - - ? .xr ,c- ' ?FM�3"g: t <xt•. .; ze xa� s �,>r. n.tt �9. ... a�r ;�,=u.�,..:. ' s t ,.' • a e '4"x»'s�3 r,4_ s >^;� * ''''`€ ,x>i is .x ma`s ! ! . f ,. ._._ .: . ,... .. - -. . . . E"' �. �` .. z •I' i-. . >. <x .. .a{s.k. ., , ,§ , .:✓ , "rn , ,,.,>. , Fi, €'E g. €€ £ ¢,�. ,➢.' f '�., , ,> . „ .< , s -.. i. .. :a z _ .. -. _, .. r •' o'., rcq Sx- t£ }. ,, ?t...S ,fS"•=;srz t, Y;x , z - ... ., : 3 .: -..<, . . .a` 2 ,.,.: ���€"'��, �.x tj, s ._ .:.3 t x b , �. ,. ,,r,, .,. r,. .. +.>, 1_• x - a _ ,ti- , .�..:..,._k a k � , > f F.ni 'i .k. ,,.? ::. ,... ...:, .,.,, ,,., ,r.. 3. #at.t ',+�a^,5<'r, §>t;,,,.,,.ax ,.... ,...,. -- .� _ '-t .__ ,. > �. F. "ti t-_t, e. .rza�t :ry, ti *S�: z .r .€ _ x i. -�4':. =7C ' '�` arueS. . i ..,., _... ,.. , .-..,. _ . ....,,, '.. _ n ..a.. c t .. ._ „- :-.:.,. a,%".. ,. > z•, '� +'� '.: ..+ tt `Isar MIT , r, : :. - . :. .,.. ,... Of .Y. :1 ..g. -z a. 1 , .a- i.. n ti#•£` v:. e,ch e,.. R . i ...d/ .. ,.�4r :{ f ,,. u i- " >t _.'Ra • ..¢ �- Moll, ♦, . .. « .3,.. T.. > „.., x €_�.r >s_ :,t ;x. . .:-. (:,., -„ , ., : .:a�•..9. '€a.: II :s.'. A .>� ,,.-. R Null 1p __ �- gas ilmom- �•d j9rR d'� � 4�1�� d t .. bad�i� ii � �, r ; .. a+ 31 IA 7 7 ! :7. b" 7a -.P ,"J 7 :. _. ..q 5 : �.. ! 'a' A • h" !'. 4a h r rM ,. g, „4 h `"�` � a al 4 qr 8 F • q f _ 9' ' - b. 1+ l.6 ., a•a ., q.p.. !•-. a'_7. _:. _.q q, "' 1."'tv ! 7" ':a. '6 ;Ja 7' is i, '.n: F 1 a a . .:..a 4 - 7 �.. !, yEa;' a ' • - 'p' ! 9u a a � !r: ''.a a ab': 7a 7_ i:! PR'... -0,01 q.- ® a r� / : 6 t Y '+ ,. ,; � > .• ,.. r' i .t � ,.,..a J k> _. "1 `. M �ii _'X h of i•" : ` M :a r9 i'a:"d Y.I 9! : h +� f'"�` .. .! i � � i � � II�I �I IIIIII IIII 1I 1I�■iIII 1I .,�.: r- ♦I ' �+ •dI� IY Iwlu I P .. ��IW I !'"4� ,. , r'r - ..:7a' ' .� . ''7 ! S A M 7 :a• a: ' 7a ! 17' '.. _'7 . 7 _'.7- t°7 a �a 'q !., w a. "i7 !}7 9M a :a • a a # y 4 ! � 4 t: _`3r ' a:•40+�r as W-C _ �B W '- �` � - T la : ':r r -,.. � e', �g I a ISAW al •� a a{ r � y •i: ra BENCHMARK: 10074 R�528 // ���� 2' BRASS DISC IN CONCRETE EDISON VAULT STAMPED 'CITY OF RANCHO CUCAMONGA BM 10074 1987' AT THE NE.'Iyy CORNER OF g HIGHLAND AVENUE and MILLIKEN AVENUE, 30-ft �� g 04 EAST OF CENTERLINE OF MILLIKEN AVENUE and 1710 1730 ���� + T 1730 20-ft NORTH OF END OF AC BERM RETURN _ PROPOStD TOP R-58� , $ ELEVATION - 1514.456 OF W ly CURB Ex GRADE AT � � v R/W (60' Left) ---- g g g O 'n N---- -- �O N �0 R.S� --- + 00V-- C-4 + 't + N 0o, + N I O I �[j cp iff r it r N ° r ° r ° i -2a�° f W o 7ri cn r cn N + 00 100, VC i -` $ ♦ Ex GRADE 1708.58 PVt �/ N --` "� - ___-__ ro AT CENTERLINE - 1710 1730 ° '' W 1730 >5;28 r fn �-�-En + to O ��/ g g g �'�r M ,�'� +�� °` -- Z 34' 58.24 gto O �� g ,�� o ��� FINISHED N r _ -- 1700 h co • $ � r . $ - SURFACE AT ETERLINE - - _ 4 w `ram R + M + orn o N to $ / R + vs W / to 170"8 PVI C4 $ N STD PLAN 09- 1710 1730 -'�` +, 1730 J R.5!�8X o to�o Q Ci EX GRADE AT �' o ~ N 0 R/W (60' Right)--,,"" � CIO `ni, to N $ DUi UU U i _ _. _ _ _ 1700 r o _. �� ,5 0� � , � � _ FUTURETOP _ $ o a' ����� R v14 �'� $ wN�+ + N + 0 �' $ OF E'ly CURB _ r - '� N cC /�� $ +0 00+i1O O+ 00�j o0 � 1O 000• tO III N $ FV-- _-J of $ to O O ♦ Of - 0 N NIA 100' VC c n Sta 47♦05.63 N � 1708.58 PVI N 1691.36 TC DOUBLE VER nCAL CULVERT OUTL ETAIL PROFILE SCALES I HORIZ.: 1 "= 40' ' VERT. 1 "= 8' 47 48 49 50 51 52 53 54 37 55 56 NOTE: 1. SEE SHEET OC-8 FOR CULVI( tUTTgjj ILS AND PROFILE. Sta R 4.OS0 27 7 � (FUTURE) a - 21 32 2. SEE SHEET OC-8 FOR MILLIKEN AVENUE 32 32 32 ?0,05� Begl ea � Sta 55+63.61 c I Milliken Ave. TYPICAL SECTIONS. 5?► S + z I _ = Sta 5+54.20 c I Culverts 0 o E N U E O in ert ; 40 Ui M I L L I K E N 0 A V N - + ,3 � _ + T rn c T LO FUTURE +' N +, STREET TREE TYP LIIT F {, 4 4 0 32 Sta 53+00. N V) 0) 4 /GRADING - - - - -- --- of _ ----- --- N N v • - - --- - - --- - - - - -- - - ---- -- - -- - -- _y - - - - r 41 • - - - --- 1 A -_ - -___- _ - -__ - MEDIAN TAPER PER CITY 2 b SEE LANDSCAPE ARCHITECTS 2t235 RT50.00 26 � 's Sta 47+19.85 �8N FUTURE MEDIAN `° PLANS FOR MEDIAN & PARKWAY OF RANCHO CUCAMONGA STD. PLAN 108. Sta 49+28.66 !` BC � '� SEE DETAIL LANDSCAPE & IRRIGATION (TYP) TAPER ANGLE POINT � to +38.6 + ER IV 4f AT RIGHT 1 A 49 - 51 52 53 EDGE OF PAVEMENT 54 5 0I 3 BEGIN TAPER 49 51 J -1 CITY OF RANCHO CUCAMONGA 47 _ I_ COUNTY OF SAN BERNARDINO N 00'20' 14' W - _ o w MEDIAN FLARE PER CITY �j Z MATCH GEXI�ST 10 GRADE TO DRAIN _` - `� ? OF RANCHO CUCAMONGA b B 39 b GRADE 1730.00 F J N � 16' WATER 1 A N _ - FUTU E CURB = STD PLAN 109 2 / 2 2 - GRAD AND TIER V w ---- U ! - F-- • wQ R - - Q �i • • - GE OF TE ORARY LDER st 1 TYP 0" 0„ m�219 �!8 �- 2 1� --- Sto 47+75.00 Sta 49+50.00 CF Sta 50+24.01 ECR 0 o EE SHEET OC-3 R/W ---- 32 4 32 O m FUTURE MEDIAN DETAIL N 1707.29 TC O�Q N O j FOR SECT/ON A-A __ _- _- . ' to I 1706.62 FL ",, o + + o '- SCALE: 1 50 Sta 49+69.02 BCR cc � -� N = � o � LIMIT OF ` Sto 47+05.63 ECR 1704.53 TC °7O oUj' co-W Z 'n n o GRADING - - 1691.36 TIC 1703.86 FL Cn I$ 1707.55 FS M J o+� ° o z + �' CURVE DATA 1690.69 FL 1704.79 FS h ► Ln 'n� o z � �' W N 41 LD n�= w o a O A Radius Length Tangent NOTE IMPROVEMENTS CONSTRUCTED WITH ��� o6 z0° = SCHOOL CONSTRUCTION END AT z w� W m o 32 W B 180'00'00' 7.00' 21.99' N A STA. 50+82.20. CONSTRUCTION ITEMS `"`�' O1 PLACE 5-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL. 10 INSTALL REDWOOD HEADER PER DETAIL ON SHEET OC-9. 26 CONSTRUCT TRIPLE BARREL 48' RCP CULVERT. CONSTRUCT LIGHT CLASS ROCK SLOPE PROTECTION ENERGY DISSIPATOR WITH 1A PLACE 6-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL 11 PROTECT EXISTING UTILITY STRUCTURE IN PLACE. 27 CONCRETE EDGE SILL AND GEOTEXTILE FILTER FABRIC BACKING. * FINAL STRUCTURAL SECTION Z 2 CONSTRUCT 8' CURB & GUTTER, TYPE 'A2-8', PER CITY OF RANCHO CUCAMONGA STD PLAN 104. 12 REMOVE and RELOCATE EXISTING CHAIN-LINK FENCE AS DIRECTED BY OWNER. 28 CONSTRUCT 8' AC CURB TYPE D1-8 PER CITY OF RANCHO CUCAMONGA STD DWG 104. TO BE DETERMINED BY SOILS an, O O ENGINEER PRIOR TO FINAL DESCRIPTION OF REVISION DATE 3 CONSTRUCT 8' MEDIAN CURB, TYPE 'A1-8', PER CITY OF RANCHO CUCAMONGA STD PLAN 104. Q SAWCUT 2 FEET BEYOND EXISTING GUTTER and REMOVE EXISTING CURB & GUTTER. 29 CONSTRUCT CURB CUT-OFF WALL PER SAN BERNARDINO COUNTY PUBLIC WORKS APPROVAL OF THE IMPROVEMENT APPROVED SCALE: T = 40' 4 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD PLAN 103 DEPARTMENT STD. DWG. 127. (SHOWN ON SHEET OC-9). PLANS. CITY OF RANCHO CUCAMONGA 14 REMOVE EXISTING AC BERM. (SIDEWALK SHALL BE CURVELINEAR PER STD. PLAN 114 ON MILLIKEN AVE.) ® RELOCATE EXISTING SIGN. INDICATES NOT USED 0 20 40 SO 5 CONSTRUCT CONCRETE DRIVE APPROACH, TYPE 'C', (UNLESS OTHERWISE NOTED) PER f5 SAWCUT EXISTING PAVEMENT TO CLEAN, STRAIGHT EDGE. ON THIS SHEET O PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101 (MODIFIED PER PLAN). O 31 INSTALL STREET LIGHT 5800 LUMIN HPS BY SCE PAID AND COORDINATED BY DEVELOPER. PLAN AND PROFILE SCALE FEET 6 CONSTRUCT DUAL ACCESS RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD PLAN 102. 16 REMOVE EXISTING WOODEN BARRICADE. 32 INSTALL STREET LIGHT 9500 LUMIN HPS BY SCE PAID AND COORDINATED BY DEVELOPER. FOR 7 CONSTRUCT LOCAL DEPRESSION, CASE 'A', PER CITY OF RANCHO CUCAMONGA STD PLAN 307. 17 REMOVE EXISTING CATCH BASIN. 33 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET OC-1 TREE PLACEMENT PER CITY STD 8 CONSTRUCT LOCAL DEPRESSION, CASE 'B', PER CITY OF RANCHO CUCAMONGA STD PLAN 307. 18 REMOVE EXISTING PCC CURB AND GUTTER. Q APPLY SAND SLURRY SEAL PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS. MILLIKEN AVENUE 9 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD 331. 1g INSTALL 18' RCP STORM DRAIN. O CONSTRUCT CURBSIDE DRAIN OUTLET PER DETAIL ON SHEET OC-2, AND CITY STD DWG 107-C. Sta A7+00•00 to Sta 5c+00•00 ©6 INSTALL 18'X28 1/2' REINFORCED CONCRETE ARCHED CULVERT. '+ V C O U ti i Y J r S A�� BERNARDINO 20 RELOCATE EXISTING UTILITY. 37 APPROVED B Y _ - D ATE Z � Underground Service Alert CONSTRUCT CURB OPENING CATCH BASIN WITH 36' MH COVER PER CITY OF RANCHO INSTALL JUNCTION STRUCTURE NO. 4 CASE 2 PER CITY OF RANCHO CUCAMONGA STD PLAN 333. Q�pFESSlO 9 TRANSPORTATION/FLOOD CONTROL DEPARTMENT 21 CUCAMONGA STD PLAN 300, 'W and 'V' PER PLAN. ® RELOCATE EXISTING FIRE HYDRANT FOOT-VALVE INTO PAVEMENT. O N41 CITY ENGINEER . i R.C.E. 4953 O�FORE yo DESIGN RECO NDED o P r< � � Y XI TIN T RM RAIN PIP AN TRUCTURE. � 22 REMOVE E S G S O D E D S 39 - IRRIGATION A ELECTRICAL SERVICE MIN. COVER).o Call: TOLL FREE O O INSTALL 2 s' DIA. PVC SLEEVES FOR IRRG TION AND ELEC C L SE CE ( 30' C ) PHILIP M. DOUGLAS �, Associated Engineers w ✓.F.B.Ilk..D.L. SUBMIT-ED a 23 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD PLAN 329. 40 INSTALL 2' X 2' CATCH BASIN WITH TRAFFIC GRATE BROOKS NO. 2424 OR EQUAL 70 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 111 1-�00 ( ) No, 23814 DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEE ©4 FURNISH AND INSTALL GROUTED ROCK SLOPE PROTECTION PER SECTION A-A ON SHEET OC-8. 41 INSTALL CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD DWG 107-A. �` Exp. 12-31-01 E-mail: pdouglos0ossoc-eng.com 422-4133 ASST. DIRECTOR OF TRANSPORTATION DATE ✓.F.B./A�1.D.L. �-50FOC'12 25 CONSTRUCT HEADWALL PER SB COUNTY STD. DWG. 209 (SEE DETAILS ON SHEETS OC-8 & OC-9 42 INSTALL 10'X1 O'X6' THICK PCC APRON. SLOPE 1% TO CATCH BASIN �fgrF CI V \_ FO��\P CHECKED �/ DRAWING No. OF C4\_\ _ /'�• - -RCE No.: 23814 TWO WORKING DAYS BEFORE YOU DIG P.M.D. 1787 11_AN DEVELOPMENT EN GIN R DIRECTOR OF TRANSPORATION DATE: Aug2001 FILE No.: 99075 FILE. j: +'�075\dwg\streets\interim streets\99751st5.dwg This plan is copyrighted by Associated Engineers, Inc. - 2000 BENCHMARK: 10074 Cr 2' BRASS DISC IN CONCRETE EDISON VAULT w STAMPED 'CITY OF RANCHO CUCAMONGA BM 10074 1987' AT THE NE'ly CORNER OF �! C; HIGHLAND AVENUE and MILLIKEN AVENUE, 30-ft r I � `� / O-ftONORTH OFLINE ENDOOFMILLIKEN AC BERM AVENUE andnd + 00 r ' N oo ELEVATION 1514.456 i 0 � � o �- oo Ex GRADE AT ' t"n g ►- �- + R/W (60' Left) 0 r\ rn ' co / e. a o � �5�� 1750 1770 N / 17y0 o� R gv W �-- N 0�o / + .5.2 �° inN I Ln / PROPOSED TOP ` R r n / OF W ly CURB ° ^ ,�� / N / fit`c,��-�' •�'1 S��'�' 1740 LO Ex GRADE g' / / y 8 AT CENTERLINE _ R W O �- / / 0 N �u S _ . o .5 1750 1770 N _ 28�° 1770 ry �s W / ,5. to 0 .. t` R g LO W °^ / PROPOSED FINISHED m 40 din , to 0 / SURFACE AT CENTERLINE N 31 I in 8 1 N± 1� / v / g t- to r-� to`n I Ki W a : - 2 - 1750 1770 J N 1774 + o c� ° t` R�5 g o f- / in 90' 4' � 1740 ; FftkE TOP �- FUTURE Ex GRADE AT - ���. CATCH BASIN R/W (60' Right) OF E'ly CURB DOUBLE VERTICAL CULVERT IIIL Q IL • PROFILE SCALES 1"=20' ¢8 3SS9 HORIZ.: 1 y_ 40' Sp VERT. 1 - 8 56 57 58 59 6o 61 62 63 NOTE: 1. SEE SHEET OC-8 FOR CULVERT DETAILS WEST AND PROFILE. 32 R MILLIKEN 2. SEE SHEET OC-8 FOR MILLIKEN AVENUE o 32 32 FUTURE V AND TYPICAL SECTIONS. 0 0 WILSON AVENUE CONSTRUCTION VARIES o 0 W SEE SHEET OC-7 Of OC-12 40' VARIES 6' 32 + + M 0� LO 00 ° B ± 0 I I 0.5'MIN 5'-5"MAX 2' 13' 18' 17' S' cn o + I � CD j C14 6 �,- TYPICAL FOR CURVILINEAR 4' a,P + 4 I SIDEWALK 1 A to FUTURE M I L L I K E N N 2' MqX 4 2 1.77. GRADE 1' DEEP o STREET TREE TYP 4 LIM OF GRA r- SWALE 1 MpX -- --- -- - - - - 2 GRADE 1' DEEP ' AD -- - - SWALE - --- -- C4 2) --- _ _ / Ilk - -- -- so -- I � SECTION B-B Q�pFESSIONq -H 2 1 A M 2 / 6'Sk ��� l .S EDGE OF PAVEMENT /� y�c o P��G N.T.S. �yc � �1� W PHILIP M. DOUGLAS to 57 CIIY OF RANCHO CUCAMONG 58 -r -- - - 63 ij CITY OF RANCHO CUCAMONGA No. 23814 ---------- _ � ti,- COUNTY OF SAN BERNARDINO p - - C F SAN B NARDINO 10 0 1 �E E OF SH ULDER 6 0.00 _ _ _ _ _ - - - s� �P Uj Z URE ONSTRUCTI AIN > END PER j �j6 - 6� F OF CA = A DE TO D FU RE CURB b 16 MITS OF GRADING N G AND��UTTER 00 ca I o INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET OC-1 TREE PLACEMENT PER CITY STD 501. W p -� S� A - Sta 62+77.74 Milliken Avenue ©4 APPLY SAND SLURRY SEAL PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS. Sto 51+94.75 Wilson Avenue 35 CONSTRUCT CURBSIDE DRAIN OUTLET PER DETAIL ON SHEET OC-2, AND CITY STD DWG 107-C. 36 INSTALL 18'X28 1/2' REINFORCED CONCRETE ARCHED CULVERT. SO I' I 37 INSTALL JUNCTION STRUCTURE NO. 4 CASE 2 PER CITY OF RANCHO CUCAMONGA STD PLAN 333. J O RELOCATE EXISTING FIRE HYDRANT FOOT-VALVE INTO PAVEMENT. a � Sta 62+11.34 BCR 39 0$ Sr 8 O INSTALL 2 -6' DIA. PVC SLEEVES FOR IRRIGATION AND ELECTRICAL SERVICE (MIN. 30' COVER). FU E W 14 REMOVE EXISTING AC BERM. 40 INSTALL 2' X 2' CATCH BASIN WITH GRATE (BROOKS NO. 2424 OR EQUAL) C CH BA IN O INSTALL CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD DWG 107-A. - _ 1750 11 15 SAWCUT EXISTING PAVEMENT TO CLEAN, STRAIGHT EDGE. 41 ADJUST ALL EXISTING VALVES AND MANHOLES TO GRADE. REMOVE EXISTING WOODEN BARRICADE. @EndSta 7+83.23 - - _ f17 REMOVE EXISTING CATCH BASIN. Culverts Sta 7+91.23 - _ 1$ REMOVE EXISTING PCC CURB AND GUTTER. 25 End Headwall ` ` - 1750 27 Sta 8+62.61 - 1752 19 INSTALL 18' RCP STORM DRAIN. DESCRIPTION OF REVISION DATE CITY End Sill 1754 APPROVED - \- 1756O1 PLACE 5-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL. � RELOCATE EXISTING UTILITY. Z LIMITS OF GRADING CONSTRUCT CURB OPENING CATCH BASIN WITH 36' MH COVER PER CITY OF RANCHO 1A PLACE 6-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL 21 CUCAMONGA STD PLAN 300, 'W and 'V' PER PLAN. CITY OF RANCHO CUCAMONGA SCALE: r = 40' 2 CONSTRUCT 8' CURB do GUTTER, TYPE 'A2-8', PER CITY OF RANCHO CUCAMONGA STD PLAN 104. 22 REMOVE EXISTING STORM DRAIN PIPE AND STRUCTURE. PLAN AND PROFILE 0 20 40 80 3 CONSTRUCT 8' MEDIAN CURB, TYPE 'A1-8', PER CITY OF RANCHO CUCAMONGA STD PLAN 104. Q CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD PLAN 329. FOR 4 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD PLAN 103 �{ FURNISH AND INSTALL GROUTED ROCK SLOPE PROTECTION PER SECTION A-A ON SHEET OC-8. (SIDEWALK SHALL BE CURVELINEAR PER STD. PLAN 114 ON MILLIKEN AVE.) MILLIKEN AVENUE SCALE FEET O5 CONSTRUCT CONCRETE DRIVE APPROACH, TYPE 'C, (UNLESS OTHERWISE NOTED) PER 25 CONSTRUCT HEADWALL PER SB COUNTY STD. DWG. 209 (SEE DETAILS ON SHEETS OC-8 do OC-9). �+ M PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101 (MODIFIED PER PLAN). 26 CONSTRUCT TRIPLE BARREL 48' RCP CULVERT. Sta 56+00.00 to Sta 63+44.74 6 CONSTRUCT DUAL ACCESS RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD PLAN 102. CASE "A' CONSTRUCT LIGHT CLASS ROCK SLOPE PROTECTION ENERGY DISSIPATOR WITH C O U P'� Y G F S ,A N E3 E R N A�D I N O 7 CONSTRUCT LOCAL DEPRESSION, PER CITY OF RANCHO CUCAMONGA STD PLAN 307. 27 APPROVED B Y � � DATE �'� Underground Service Alert CONCRETE EDGE SILL AND GEOTEXTILE FILTER FABRIC BACKING. ` 8 CONSTRUCT LOCAL DEPRESSION, CASE 'B', PER CITY OF RANCHO CUCAMONGA STD PLAN 307. CITY ENGINEER L'� R.C.E. 24953 FORE y TRANSPORTATION/FLOOD CONTROL DEPARTMENT ® CONSTRUCT 8' AC CURB TYPE D1-8 PER CITY OF RANCHO CUCAMONGA STD DWG 104. 0 o OG Es c_IhE . B r' E,., . p RC - * FINAL STRUCTURAL SECTION 9 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD 331. DESIGN RECO ME DED o Call; TOLL FREE To BE DETERMINED BY SOILS ® CONSTRUCT CURB CUT-OFF WALL PER SAN BERNARDINO COUNTY PUBLIC WORKS ,JF.B. D.L. Associated Engineers �' ENGINEER PRIOR TO FINAL 10 INSTALL REDWOOD HEADER PER DETAIL ON SHEET OC-9. DEPARTMENT STD. DWG. 127. (SHOWN ON SHEET OC-9). 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 --�f(2 11111111 s�BMi T E� a Y Voice: (sos) s8o-1s62 Fox: (909) 941-OB91 1-800 APPROVAL OF THE IMPROVEMENT ® RELOCATE EXISTING SIGN. DRAWN (9E-mail: dou osOoFox: (n ) 9 SHEET PFtUtEC: B'� ASST. DIRECTOR OF TRANSPORTATION DATE PLANS. 11 PROTECT EXISTING UTILITY STRUCTURE IN PLACE. P s• 422-4133 REc"MM`w��E✓ ✓.F.B./A%D.L -6o1-0C-12 O INDICATES NOT USED ON THIS SHEET 12 REMOVE and RELOCATE EXISTING CHAIN-LINK FENCE AS DIRECTED BY OWNER. 31 INSTALL STREET LIGHT 5800 LUMIN HIPS BY SCE PAID AND COORDINATED BY DEVELOPER. �/ Q INSTALL STREET LIGHT 9500 LUMIN HPS BY SCE PAID AND COORDINATED BY DEVELOPER. CHECKED • '" DRAWING No. TWO WORKING DAYS BEFORE YOU DIG 13 SAWCUT 2 FEET BEYOND EXISTING GUTTER and REMOVE EXISTING CURB ac GUTTER. _ RCE No.: 23814 AN DEVELOPMENTENGINEER DIRECTOR OF TRANSPORATION P.M.D. DATE: Aug2001 FILE No.: 99075 1787 FILL j: \990 75\dwg\streets\99 75st06.dwg s p or s copyrlgrtec by Associotec t ngi-eers, inc t... r m •.tea PRO BENCHMARK: 10074 PROPOSED FUTURE RCS NE'L) 2' BRASS DISC IN CONCRETE EDISON VAULT _ ?8 STAMPED CITY OF RANCHO CUCAMONGA BM N'LY TOP OF CURB R=-0.589. 10074 198T AT THE NE'Iy CORNER OF �� _ HIGHLAND AVENUE and MILLIKEN AVENUE 30-ft 1775 �'��� _ R=1.00� �..� woo _ "` R31• EAST OF CENTERLINE OF MIWKEN AVENUE and _ 20-ft NORTH OF END OF AC BERM RETURN mom. ow- ELEVATION 1514.456 i z _ w m w m O O S S tr�i S S O N w- f 04 .- 800U OU SU NU NU ^ v SUUNUSU hU 8UMU H HH ! ~ H �n ~ pF- Oi- p (` _. _ . ♦ to ♦ ah ♦ 0 ♦ 0 + O ♦ 0+ 0+ r ♦ 0 ♦ O+ O m O tn+ �t - - + O p d an♦ � y _ _ _ _. - . . _ _ . tD r O t7� CI a7 a Of M EA .� O to O toO MQ tff O 1n r- Mv" M M P. NM O M O >� r MN M 177a 17SO + + r + to 4 Ui to to O 1A to tri to 1n M 1n t ri tri O to Ui cd LC to tri r rr ^ Q v y r y r v h v 1� rvry r v f`, v ry r r r ry II- y r r r ry r t t MY r.+ �+ h +� h h r.+ r .�+ r v r+w r .r r ++ r. r r r r a+ h �+ r h r h++ h (n to �-- (n En �-- (n (n (n �N � N •- (n r-(n � � � q-N � ; N � r T_ (n v- y r v h y r h Z, h •. t� PROPOSED FS l� L� i 2W VC N N AT CENTERLINE 200' VC LL 4"72' 4 _ 4T 55.24' 4 ' �� *Aft 1772.96 PVI OF IMPROVEMENTS 1775.9,6 P�[!- On Curb On Curb TG 74.20 FS OVER !PIPE 1775 � ftAft R- -00 6 _ OG 1773.76 R=_ % � TC 0.2 0 i y I � o o z S S { S N NN _ _ to 46 1770 -_ • $ S N � 9 12 C S N S W W 1770 O(i ♦ * + 0 ♦ 0) ♦ a7 ♦ O ♦ 0+ cq+ ♦ M ♦ (p ♦ O) ♦ N 'fh htohh 00 O00 EAO v) NrnNrnN Or- Ow 0 (D OM � 00 ^ to pY � (n / `t at '0- In to to [i -I [L ' t M � M tM � to 1n to N to � � � M �_ '� Q>' r h r r h (� r r r r r r r N to v v v v v O v v v v v v v ♦ 0 �� + N � NrNrNr (n � h ( h Vh V) r` aa eq tt) ^ En (n (n ROPOSED S'LY N '� N �.� t 200' VC TOP OF CURB 200' VC > 1772.89 PVI 1775.89 PVI ({n rn t'n •-_ J o z z z Z 1775ftA - -- N - -. R= ``r__- 1.00� - _� PROPOSED ' S N o N 0 { °° fI* SE'LY CURB o + to + �- z _ - (n En -� r\ o 0 � 31.58 LF -- -'- - � i 36.75 Lf ; n M 18 RCP _ m S .�8 _ 177a 17s0 _ o_ N 18 RCP Rt5 % S g v v g v`r°. v ci g v c� g v v g t� _ (200o D) (20o D) / + � + r + to r•- t-- I- �- �- I-- r- f- r-- r-- R=5.28% EXIST. GROUND N to f- N w) h o S=-.0060 S=-.0060 ♦ 0 ♦ 0 + N+ N+ h + O + O ♦ 00 ♦ � + 00 0 tr t ,� `f � ,.� AT SrSLY R/W 0) 0) o, Q, NrnNrn Orn Or ON Or � 0� v v v r v h v h et � O O to to to 0] W m W to to to to eh M M Nr- (nr- (n � yr O (� vrvf\ vr yr yr or yr vrM M .t 1n ++ r ++ h ++ r.-� r r h ++ h t- ++ r w r ++ r N •- M C4 1 200' VC / to r- (n r to (n r-(n I- N q- r (n T- (n r- N H H H FV- FV- h H H O H 1772.96 PV + in p r to+ o + N o rn Go+ r 200' VC r N t t10 rn h LINE "E" In N N O 07 O O �- N N 1 1775.96 PVI v r+. h ... r r h r.. r PROFILE SCALES .� o Q g Q o t 4 4 4 4 4 4 4 4 HORIZ.: 1 "= 40' L=55.24' L-54.72' VERT. 1 "= 4' On Curb On Curb 46 47 48 49 50 51 52 53 10 11 CURVE TABLE Z z On W O I& Radius Length Tangent Z . , VENUE s�o 0m A 89 34 36 35.00' 54.72 34.74 W 1 L S O N A o 61 o Z " Z B 9925'24' 35.00' 55.24' 35.26' 42 r x = �A C 90-25'24' 60.0(Y 94.69' 60.45' 2 40 ��S �`� LA_ �, > /b4>0 v0 NOTE: GRADE DITCH AT S=--1% TO S�v ��-��x� "-�. BC,p �oQ 1 O o Y o �o WEST TO DRAIN S Q JK ti AS DIRECTED BY ENGINEER is PROPOSED IMPROVEMENTS ACROSS Z W + �'^ DURING CONSTRUCTION. �`� ��r �C' 3 x1 BRIDGE PER CITY OF RANCHO `�A I. v z k II Sta 48+90.00 \ CUCAMONGA DRAWING No. 1377 c*n W o ok ° FUTURE STREET LIGHT q OF IMPROVEMENTS `v m (n + + b Sta 51 +00.00 � �61 N SEE NOTE ABOVE FUTURE STREET LIGHT v 1773. 7 TC _- - _ C N N B 1772.87 FL 737TC 2v Zr) W tl ►� 1 10 1772.99 FL GRADE 0 DRAIN _ ' - f --- - ,I FUTURE 33 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET OC-1 TREE PLACEMENT PER CITY STD 501 . rvCTin _�� - - _ • , -I 52 CONSTRUC ON -I 1,.a"� ,EE, 'T�. 47 , 48to 49 50 N 89 14 22' E 1 A ®4 APPLY SAND SLURRY SEAL PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS. 45 ��v. Rvv�in��.i as 19 177 .7 T 1773.03 FL 13 ;� N Zr) 2 1 Sto 49+66.13 HP B 1772.79 FL M M ` 35 CONSTRUCT CURBSIDE DRAIN OUTLET PER DETAIL ON SHEET OC-2, AND CITY STD DWG 107-C. � • , • , 1 I 36 INSTALL 18'X28 1/2' REINFORCED CONCRETE ARCHED CULVERT. • t • • ' '� 1 - - .rSao JUNCTION STRUCTURE N0. 4 CASE 2 PER CITY OF RANCHO CUCAMONGA STD PLAN 333. --- -- - - - - - -- - 1773.88 TC 31 \ b Sta 44+70.00 Sta 46+80.00 - - Sta 51+00.00 N I s g8 RELOCATE EXISTING FIRE HYDRANT FOOT-VALVE INTO PAVEMENT. EXIST STREET LIGHT FUTURE STREET LIGHT Sta 48+90.00 �� X 1773.21 FL 31 4 0 Z x 39 19 FUTURE Sta 51+12.25 BCR 1 Z ` Sf '01 O INSTALL 2 -6' DIA. PVC SLEEVES FOR IRRIGATION AND ELECTRICAL SERVICE (MIN. 30' COVER). 21 8 47 + W o S 40 INSTALL 2' X 2' CATCH BASIN WITH TRAFFIC GRATE (BROOKS NO. 2424 OR EQUAL) CATCH BASIN NO. 5 STREET TREE • -g. W=7 V=3.57' 24 (1 O'X1 O'X12' DEEP) TYP Sta 62+10.13 ECR AJ I �[ s�o 61 ��s`�x�s ��'"��'Q 41 INSTALL CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD DWG 107-A. * FINAL STRUCTURAL SECTION INV. EL. 1769.00 t I `�x �A 42 • TO BE DETERMINED BY SOILS I )p �n� F O INSTALL 10'X10'X6 THICK PCC APRON. SLOPE 1% TO CATCH BASIN ENGINEER PRIOR TO FINAL ilf I I -J •�A r � APPROVAL OF PLACE 5-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL. ** ADJUST ALL EXISTING VALVES AND MANHOLES TO GRADE. PLANS. I I J 1A PLACE 6-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL 35 5 ' Q INDICATES NOT USED t8 REMOVE EXISTING PCC CURB AND GUTTER. ON THIS SHEET O CONSTRUCT 8' CURB & GUTTER, TYPE 'A2-8', PER CITY OF RANCHO CUCAMONGA STD PLAN 104. ! 3 CONSTRUCT 8' MEDIAN CURB, TYPE 'A1-8', PER CITY OF RANCHO CUCAMONGA STD PLAN 104. 19 INSTALL 18' RCP STORM DRAIN. SEE SHEET OC-6 of OC-12 4 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD PLAN 103 20 RELOCATE EXISTING UTILITY. (SIDEWALK SHALL BE CURVELINEAR PER STD. PLAN 114 ON MILLIKEN AVE.) CONSTRUCT CURB OPENING CATCH BASIN WITH 36' MH COVER PER CITY OF RANCHO CITY 21 CUCAMONGA STD PLAN 300, 'W and 'V' PER PLAN. DESCRIPTION OF REVISION DATE APPROVED O5 CONSTRUCT CONCRETE DRIVE APPROACH, TYPE 'C', (UNLESS OTHERWISE NOTED) PER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101 (MODIFIED PER PLAN). 122 REMOVE EXISTING STORM DRAIN PIPE AND STRUCTURE. QROFESSIONQ1 CITY OF RANCHO CUCAMONGA 6 CONSTRUCT DUAL ACCESS RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD PLAN 102. ��`�� �y Q CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD PLAN 329. PHILIP M. DOUGLAS 7 CONSTRUCT LOCAL DEPRESSION, CASE 'A', PER CITY OF RANCHO CUCAMONGA STD PLAN 307. 8 CONSTRUCT LOCAL DEPRESSION, CASE 'B', PER CITY OF RANCHO CUCAMONGA STD PLAN 307. 24 FURNISH AND INSTALL GROUTED ROCK SLOPE PROTECTION PER SECTION A-A ON SHEET OC-8. SCALE: T = 40' No. 23814 PLAN AND PROFILE 9 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD 331. 25 CONSTRUCT HEADWALL PER SB COUNTY STD. DWG. 209 (SEE DETAILS ON SHEETS OC-8 & OC-9). 0 20 40 80 EXP. 12-31-01 FOR s�qT WILSON AVENUE 10 INSTALL REDWOOD HEADER PER DETAIL ON SHEET OC-9. 26 CONSTRUCT TRIPLE BARREL 48' RCP CULVERT. -� - F OF CAS-���� 11 PROTECT EXISTING UTILITY STRUCTURE IN PLACE. 27 CONSTRUCT LIGHT CLASS ROCK SLOPE PROTECTION ENERGY DISSIPATOR WITH SCALE FEET Sta 47+60.00 t0 Sta 52+76.75 CONCRETE EDGE SILL AND GEOTEXTILE FILTER FABRIC BACKING. 12 REMOVE and RELOCATE EXISTING CHAIN-LINK FENCE AS DIRECTED BY OWNER. 8 CONSTRUCT 8' AC CURB TYPE D1 -8 PER CITY OF RANCHO CUCAMONGA STD DWG 104. C O U N 1 Y OP S A N B E R N A R D I N O APPROVED BY DATE f �" Underground Service Alert © / FOR 13 SAWCUT 2 FEET BEYOND EXISTING GUTTER and REMOVE EXISTING CURB & GUTTER. CONSTRUCT CURB CUT-OFF WALL PER SAN BERNARDINO COUNTY PUBLIC WORKS TRANSPORTATION/FLOOD CONTROL DEPARTMENT CITY ENGINEER .� �� ��` �l��E R.C.E. 24953 e� o Y°� O 29 DEPARTMENT STD. DWG. 127. (SHOWN ON SHEET OC-9). °�� ti� B' �;µL4N B` �ECKE`- B' ���' L� DESIGN RECO ME ED �vo Call; TOLL FREE 14 REMOVE EXISTING AC BERM. ✓.F.B./ii/D.L. Associated Engineers RELOCATE EXISTING SIGN. SuBY:- `ED B! 3311 E. SHELBY STREET ONTARIO. CALIFORNIA 91764 1-800 15 SAWCUT EXISTING PAVEMENT TO CLEAN, STRAIGHT EDGE. DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET 31 INSTALL STREET LIGHT 5800 LUMIN HPS BY SCE PAID AND COORDINATED BY DEVELOPER. RE ��V vDtC: A=� E B ASST, DIRECTOR OF TRANSPORTATION DATE E-mail: pdouglosbassoc-eng.com MM i 422-4133 16 REMOVE EXISTING WOODEN BARRICADE. J.F.B./li/.D.L. V�'70F�_1 32 INSTALL STREET LIGHT 9500 LUMIN HPS BY SCE PAID AND COORDINATED BY DEVELOPER. CHECKED DRAWING No. TWO WORKING DAYS BEFORE YOU DIG 17 REMOVE EXISTING CATCH BASIN. 33 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET OC-1 TREE PLACEMENT PER CITY STD 501. PMD CE No.: 23814 1787 O LAND DEVELOPMENT ENGINEER AT DIRECTOR OF TRANSPORATION AT DATE. ust•2001 FILE No.: 99075 FILE: j: �9075\dwg\streets\interim streets\9975ist7.dwg This plan is copyrighted by Associated Engineers, Inc. - 2000 j I, PROFILE SCALES PROFILE SCALES BENCHMARK 10074 "= 40' c HORIZ.: 1 HORIZ.: 1 = 40 2' BRASS DISC IN CONCRETE EDISON VAULT VERT. N 1 = 4 1 8 SEE SECTIC)N A-A O w VERT. STAMPED 'CITY OF RANCHO CUCAMONGA BM DOUBLE VERTICAL FOR THIS AREA 4 i EXIST GROUND a 10074 198T AT THE NE'ly CORNER OF i , HIGHLAND AVENUE and MILLIKEN AVENUE, 30-ft CULVEPT DATA: 13 ® CA PIPE o l < z # EAST OF CENTERLINE OF MILLIKEN AVENUE and N w 20-ft NORTH OF END OF AC BERM RETURN BARREL START STA INVERT END STA INVERT LENGTH S 00 XELEVATION 1514.456 o+o o NORTH 3+89.29 1720.29 8+08.13 1736.63; 413 4.219 o w� PR FSCA PIPE j - - _ - m _ _ — -- . 33 0 + Z _—,-' 4 < 16340 -- Q10=13.6 CFS - j w HGL10 cn m z 0 z J J - M w J + V) z ppQ W = 00 U W —_�:��+�� V St Cn r00 _ _—-. w tD �t 00 00 _ _ Q 100 =356 CFS i� mop w _ >�� o of +� 71.84 LF + `� _ sop m� o ++ 18"X 2$ 1�2" , . ---------------- -- +I d REINFORC D I 1� w < 0 -, ¢ CONCRETE r- > <nz z _ - 1740 a ,4RCf+E �,,� R7 100 ���� h I.: ;. (2000-D o+ a _ o f- ����� .-x` { S=+0.0031 z w 1740.12 Of 30.44 LF CURBSIDE L .A. _ PROPOSED FS = o w + }NV DRAIN OUTLET V) m z m +'� z + C/L MIDDLE PIPE _ (2000-D) EXIST GROUND 0 0 w M _ ��� 1736.8$ S=+0.0100 cn m co INV C/L PIPE _J 1737.13 EXIST GROUND © N .+p p419 INV C/L PIPE =7.6 CFS I S Uj I 17 � NOTE: PROFILE DEPICTS CA OF WODLE BARREL ONLY, � � } _ 0 w / SEE CULVERT DATA TABLE ABOVE FOR'; NORTH Q10=4.2 CFS + m PROPOSED! FS Ili EXISTING GROUND O AND $OUTH BARRELS. ,r, o U ® C/L PIPt 1719 .30 Ht qL 10 C/L MIDDLE PIPE < ENS TfNG�D--PROPOSED-SURFACES_.�I4WN �- _ _ _- - - 44 44 doo ARE ALONG THE-C/L OF THE MIDDLE :PIPE. STA 4+19.59 SEE SHEETS OC 5 AND OC-6 FOR PLAN VIEW. f y = 171 6 1721 .56 INV ® � PIPE SED S INV H - CONSTRUCT 4 P �10 1715.4E , INV 97 3 LF ''n °O +n � rn 18 28 1�Z a REINFORCED" �> CONCRETE © ," iul * cp ARCHED CULVERT tl :PROFILE - TRIPLE 0" CULVERT + +0) � 0 o� ¢Sri C tt } 1 " PROP SS N — _ 53.26 LF 18" RCP Q z � Z 1 0 40+79.95 1- L+r — E1ev 1631.52 3 4 5 6 7 8 _ g 1630 (200o 6 1630 2000—D) 1630 S=+0.0068 R+0.0101 LAVE '9' Lm 'C' EXTEND FILTER FABRIC GROUTED ROCK SLOPE PROTECTION SECTIONS EXTEND FILTER FABRIC TO SURFACE (TYP) DESCRIPTION TYPE PLACEMENT METHOD THICKNESS TO SURFACE (TYP) 3 3 2'x3' GROUT EDGE SILL ROCK - EXPOSED LIGHT B 0.33' 2'x3' GROUT EDGE SILL TYPICAL (3 SIDES) ROCK - GROUTED LIGHT B 1.50' TYPICAL (3 SIDES) FABRIC A - <0.08' 2' 27 TOTAL THCKNESS 1 .83' SLOPE VARIES SEE GRADING PLAN O27 2 SHEET - 2% S EE OC 6 / 2% GROUT TO DRAIN OVER f Oo HEADWALL AND/OR TO SLOPE VARIES SEE GRADING PLAN 1 THE SIDE OF HEADWALL SHEET OC-5 ' , ` ' < ` ` ' O MIN S=1% GROUT TO DRAIN OVER ' \ O HGL HEADWALL AND/OR TO O GRADE BREAK 100 THE SIDE OF HEADWALL O 30' MIN S=1% , GRADE BREAK FILTER FABRIC - ---� ---- - ----- 30' FILTER FABRIC I ^ a O ' 48" RCP i1 {, \ ROCK EXPOSED 4" (TYP) 27 2 HGL (TYP) `� GROUT LINE 100 27 I ROCK EXPOSED 4" (TYP) ~ GROUT LINE \-_ / 1i 48" RCP `. u7 ------ -------- - ---- I TYP 1.5 I ( 26 ' • I I 25 FILTER FABRIC 2'x3' GROUT END SILL EXTENDS .• . 25 26 FULL SECTION B-B INLET TRIPLE 48" CULVERT SLOP WIDTH ROTEOCTIONOAND EDGE UTED SILLS FILTER FABRIC N.T.S. 2'x3' GROUT END SILL EXTENDS SLOPE FULL W ROTEIDTH OCTIONOA DDEDGGEKSILLS _SECTION A-A INLET TRIPLE 48' CULVERT N.T.S. DESCRIPTION OF REVISION DATE C'TY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN PROFILES AND CULVERT DETAILS FOR MILLIKEN AVENUE QROFESS/pNq� Sta 36+60.00 to Sta 59+00.00 Underground Service Alert ,�° �� APPROVED BY � DATE O�FORE Yo Cr NIUP M. DOUGLAS T CITY ENGINEER �' R.C.E. 24953 �GNo. 23814 DESIGN RECOMMEN Call: TOLL FREE Exp. 12-31-01 ✓.F.B./Z1D.L. Associated Engineers 3311 E. SHELBY STREET TARTCALIFORNIA ON 0, CALI 91764 , 1-8 0 0 `�4T C I V 1\- ��\p DRAWN voice: (909) 980-1982 Fax: (909) 941-0891 SH EE 1 F OF CA��FO E-mall: pdouglos0osaoc-eng.com OC-80FOC-1 422-4133 J.f.B./M.D.L. TWO WORKING DAYS BEFORE YOU DIG CHECKED DRAWING -7 P.M.D. _�'�� E No.: 23814 /7 7 DATE: August 2001 FILE No.: 99075 8 FILE j. \99075\dwg\streets\interim streets\99751st8.dwg This pion is copyrighted by Associated Engineers, Inc. - 2000 PROFILE SCALES BENCHMARK: =74 UJI VERTZ•: 1 M= 44' SLOPE TOP ELEV STAMPED CITY OF RANCHO CUCAMONGA BM ' z OF STAKEFS 2' BRASSY DISC IN CONCRETE EDISON VAULT ' © FINISH SURFACE 10074 1987' AT THE NE'ly CORNER OF o HIGHLAND AVENUE and MILLIKEN AVENUE, 30-ft 6 x FINISH GRADE EAST OF CENTERLINE OF MILLIKEN AVENUE and + 20-ft NORTH OF END OF AC BERM RETURN - ELEVATION - 1514.456 REDWOOD HEADER 2 NOTE USE 16d GALVINIZED NAILS "X 4" X 4" REDWOODUSE 1" X 12" X 2'-0" SPLICE STAKE ® 2' -6 O.C. BLOCK AT SPLICES = PROPOSED FS + n CONSTRUCTION ITEIIIIS ILL Z P C/L PIPE (0 CIE z REDWOOD HEADER DETAIL PLACE 5-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL. Lr 00 N - 1 A PLACE 6-INCHES AC PAVEMENT OVER 6-INCHES CRUSHED AGGREGATE BASE MATERIAL 00 N.T.S. + 2 CONSTRUCT 8' CURB & GUTTER, TYPE 'A2-8', PER CITY OF RANCHO CUCAMONGA STD PLAN 104. a i ¢ ' 3 CONSTRUCT 8' MEDIAN CURB, TYPE 'A1-8', PER CITY OF RANCHO CUCAMONGA STD PLAN 104. 0 ,,6 � V) 00 4 CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD PLAN 103 (SIDEWALK SHALL BE CURVELINEAR PER STD. PLAN 114 ON MILLIKEN AVE.) u O5 CONSTRUCT CONCRETE DRIVE APPROACH, TYPE 'C', (UNLESS OTHERWISE NOTED) PER i640 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101 (MODIFIED PER PLAN 1640 �, ). 6 CONSTRUCT DUAL ACCESS RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD PLAN 102. 7 CONSTRUCT LOCAL DEPRESSION, CASE 'A', PER CITY OF RANCHO CUCAMONGA STD PLAN 307. rn 8 CONSTRUCT LOCAL DEPRESSION, CASE 'B', PER CITY OF RANCHO CUCAMONGA STD PLAN 307. + to 9 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD 331. _ II 18"x28 T 2 RCAF z 10 INSTALL REDWOOD HEADER PER DETAIL ON SHEET OC-9. = Sto 10+05.19 ♦ Elev 1636.88 11 PROTECT EXISTING UTILITY STRUCTURE IN PLACE. Qom, 0 12 REMOVE and RELOCATE EXISTING CHAIN-LINK FENCE AS DIRECTED BY OWNER. o 13 SAWCUT 2 FEET BEYOND EXISTING GUTTER and REMOVE EXISTING CURB & GUTTER. 1630 O 16-30 0 > 14 REMOVE EXISTING AC BERM. V) z_ LM 'D' A 15 SAWCUT EXISTING PAVEMENT TO CLEAN, STRAIGHT EDGE. HEADWALL SHALL BE MONOLITHIC 811REMOVE EXISTING WOODEN BARRICADE. CURB LAP ALL BARS AT CORNERS 30 DIAMETERS IN NOT CONTINUOUS. 17 REMOVE EXISTING CATCH BASIN. 18 REMOVE EXISTING PCC CURB AND GUTTER. 2-#4 OR #5 19 INSTALL 18' RCP STORM DRAIN. SEE NOTE 2 `` 20 RELOCATE EXISTING UTILITY. 21 CONSTRUCT CURB OPENING CATCH BASIN WITH 36' MH COVER PER CITY OF RANCHO CUCAMONGA STD PLAN 300, 'W and 'V' PER PLAN. #4 OR#5 12" 22 REMOVE EXISTING STORM DRAIN PIPE AND STRUCTURE. �. O.C, EA. WAY 23 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD PLAN 329. SEE NOTE 2 SURFACING A REINFORCING DETAIL 24 FURNISH AND INSTALL GROUTED ROCK SLOPE PROTECTION PER SECTION A-A ON SHEET OC-8. 25 CONSTRUCT HEADWALL PER SB COUNTY STD. DWG. 209 (SEE DETAILS ON SHEETS OC-8 & OC-9). E 26 CONSTRUCT TRIPLE BARREL 48' RCP CULVERT. 8 CONSTRUCT LIGHT CLASS ROCK SLOPE PROTECTION ENERGY DISSIPATOR WITH SECTION A A PLAN 27 CONCRETE EDGE SILL AND GEOTEXTILE FILTER FABRIC BACKING. 28 CONSTRUCT 8' AC CURB TYPE D1 -8 PER CITY OF RANCHO CUCAMONGA STD DWG 104. c0 FINISHED GRADE OF STREET ' ' 29 CONSTRUCT CURB CUT-OFF WALL PER SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT STD. DWG. 127. (SHOWN ON SHEET OC-9). `v 2-#5 #4 OR#5 12" 30 RELOCATE EXISTING SIGN. CURB & GUTTER W O.C. EA. WAY o + A SEE NOTE 2 4" o 31 INSTALL STREET LIGHT 5800 LUMIN HPS BY SCE PAID AND COORDINATED BY DEVELOPER. 3" 3" 3„ L I col N 32 INSTALL STREET LIGHT 9500 LUMIN HPS BY SCE PAID AND COORDINATED BY DEVELOPER. MIN ^ MIN 48" RCP 48" RCP MIN N • ' 33 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET OC-1 TREE PLACEMENT PER CITY STD 501. 48 RCP 34 APPLY SAND SLURRY SEAL PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS. ;`„ •'. :. CONSTRUCT CURBSIDE DRAIN OUTLET PER DETAIL ON SHEET OC-2, AND CITY STD DWG 107-C. 2-#4 OR #5 CONTINUOUS BAR J36 INSTALL 18'X28 1/2' REINFORCED CONCRETE ARCHED CULVERT. INVERT PER PLAN SEE NOTE 2 90' BEND #4 OR#5 12" 37 INSTALL JUNCTION STRUCTURE NO. 4 CASE 2 PER CITY OF RANCHO CUCAMONGA STD PLAN 333. 0 8" O.C. EA. WAY SEE NOTE 2 38 RELOCATE EXISTING FIRE HYDRANT FOOT-VALVE INTO PAVEMENT. C`' 39 INSTALL 2 -6' DIA. PVC SLEEVES FOR IRRIGATION AND ELECTRICAL SERVICE (MIN. 30' COVER). .I ELEVATION - TRIPLE 48 RCP HEADWALL 40 INSTALL r X r CATCH BASIN WITH GRATE (BROOKS N0. 2424 OR EQUAL) CONSTRUCT PER SAN BERNAR04NO COUNTY STD. DWG. 209 41 INSTALL CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD DWG 107-A. SCALE 1'=4' SECTION A-A *• ADJUST ALL EXISTING VALVES AND MANHOLES TO GRADE. 5'-O" A NOTES; ELEVATION 1. HEADWALL SHALL BE CONSTRUCTED OF CLASS A CONCRERE DUENSIONS 2. REINFORCING STEEL SHALL BE NO. 4 BARS FOR "W" UP TO DESCRIPTION OF REVISION DATE CITY PIP NOTES: E 60". ABOVE "W"=60" NO. 5 BARS SHALL BE USED. 2" MIN APPROVED 1 . CUTOFF WALL SHALL BE CONSTRUCTED OF CLASS "B" CONCRETE. MAM L E R W CLEARANCE 30 DIAMETER, LAP ALL STEEL. CITY OF RANCHO CUCAMONGA 2. CUTOFF WALL SHALL BE INSTALLED WHERE REQUIRED BY DRAINAGE CONDITIONS. 24" 4'-9" 2'-8" 4'-0" 2'-6" 3. ADJACENT SLOPES SHALL BE 1 1/2 TO 1 OR FLATTER. 30" 5'-5" 3'-0" 4'-6" 3'-0" 4. MULTIPLE PIPES TO BE SET WITH LONGITUDINAL CENTERS STREET IMPROVEMENT PLAN CURB CUT OFF WALL 36„ 6'-0" 3'-4" 5 .00' 3'-8" 1 2/3 DIAMETERS APART. DETAILS N.T.S. 42" 6'-7" 3'-8" 5'-6" 4'-2" 5. ALL EXPOSED CORNERS TO BE ROUNDED 3/4" RADIUS. SHEET 48" 7'-3" 4'-0" 6'-0" 4'-10" 6. W SHALL BE INCREASED WHEN MULTIPLE PIPES OR PIPES fOlr 54" 8'-2" 4'-6" 6'-9" 5-4" ON SKEW ARE USED. MILLIKEN AVE., BANYAN ST. and WILSON AVE. QROFESSIONq( couN1 Y SF SAN BERNaRDINo APPROVED BY DATE Underground Service Alert F CITY ENGINEER R.C.E. 24953 N y� OR TRANSPORTATION/FLOOD CONTROL DEPARTMENT PHIUP M. DOUGLAS 0E ro DESIGN Associated Engineers Rc ED p (, �.�uN[� �,; LI'ti 1M P� i:�. -.f E_,, c�. �, �.'r�Fi�J�3EC' �i o Call; TOLL FREE No. 14 ✓.F.B./AID.L. SUBM,TTEC BY 1-�O O � E xp. 12-31-01 � 3311E SHELBY STREET ONTARIO, CALIFORNIA 91764 DRAWN Voice: (909) 980-1982 Fax: (909) 941—D891 SHEET C I V`\1 �Q E—moA: pdouglosOossoc—enq.com RED %MMENGE[, APP= „V;L B, ASST. DIRECTOR OF TRANSPORTATION DATE DATED 4TF `�F�Q` /F.B.IUD,L. -90FOC-1 422-4133 OF A PHILIP M. DOUGLAS, RCE 23814 CHECKED 787 DRAWING No. P.M.D _ZL RCE No.: 23814 TWO WORKING DAYS BEFORE YOU DIG . AN DEVELOPMENT ENGINEER pAjE DIRECTOR OF TRANSPORTATI N DATE. Au uat 2001 FILE No.: 99075 FILE: ; \99075\dwg\streets\9975ist9.dwg This plan is copyrighted by Associoted Engineers, Inc. — 2000 111