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HomeMy WebLinkAbout321-D # i I I ► /IrlSf/ED 1 � � 1 l /038 f o SURFACE � I t s f 1&94 !i i 1 : r : i I i i j{{ 3 6 j f t i { 3 E i I i 2 I I i t E � i I i { , L : IVT / � t r t Ja(jp�I(wJ 020 t - _ - Ni U ISE f H I) S �9 ACS .'I 0� 3 c it NA TUrYALGfrdUi/O 0 05 - - URAL ' E : • _ _ _... } } /0.�0 , _ � _ _ : 130 f'f>�D�/LE SCALE HDI/Z 0' 11ewT / 8' r Olt V�on�y__ � vo <'y3=040105=0.00/OXX-4 G'B L 71s=0.00/o10-32AIA 4 AMO ✓U17FACE 5=aooso ti F� IC: 1Ael Ci W OZ v ; F� (Q _ I _ A?aLL X028 i- 1 ! `V co /020 a t m o _ /D24 s = I024 W a C9 �1 102 g NOTE CD.VTiPACTOR TD PERT/Fy � 0 ; I � � � � � >t G�' ELEY OFEX/ST. Co"GA 5 Pft/OR �• �• ' OQ ; TO CONST. OF5TOfi MO�P.9/rl! Q y I V Cb 5T• ,3.9.7.9 L.F L'4"RC•P W CDw9r 349.�6 L.F 48 R.C., f1 /Soo of � CQ�UST L?7�.03GF 48 R.CP � V 3 A �s�Exisr' cowsr ia¢/e L.F 4s'* c L/NE A r 42"n P 59,33 l/000 D) s N PROFILE SCALE LA TERA L F I HOR/Z / 40 # RDF'/L E 544L E VERT / 4 i HOR/Z./'=/D' YERT, /'_ 6' 1 I ; U .__ CO/V5 TfFUC TION (VOTES I �—.CONST. 4B" R.C.f' ('OLOAO PER 1-1-AV) �—CONST• 24" /P.C,P. (D"LOAD RER PLAN) �—ezcmo I/E EKY/ST, 42"C.til P AND LONER TO ,cmoPOSED G,A4E T ISI CONST. CATCf/ ,BAS/N N�3 PER L.A.C.F.C.o. STD PLAN N°2-D/6.3 ---CONST. 0,4A,,f/OLE N9 / PER L•4C•F•C•O. 5TD PLAN N' 2-O/OZ I ( �—CONST• MANHOLE NQ 2 RER L.A'CF.C.D STD PLAN N° Z-01e4 Pa4RCEL PARCEL ®--CON.STMANf/OLE AQ 4 PER L,A,C.F-C.O. 57-0 )-ZAN N9 2-O/13 N 5 .� RE/NO!/E EX/ST. 4P 4'C./Y1.P o, I I I m �'AffCEL � W ! tl II , i h - 59.50 ti a LAT. F h }I( W h , * II V I � ` � I � YAR/ABLE STORM C m n q ORA/N ESM T. 1 Bt49, 78-Er- �, •�' LAT a0•P5'47-E i _ PI9 78 O P/,� - — _ X/Sr6"�SLIAIE SO-CAL/F- 6.45 CO— 8"k/ • I;. G v _.._ RCP C0N7/ TACTO/? M YE/PT7FY tz _. No'/s"per"H/ _. .___ ...___ ELFt/OFEX/ST. /2 yLl/.4TER I �1 - - LIA E Pfi'/O/P 7V COit/5T, i a z2 e PARCEL PARCEL �� h /5► Z/'if/ \ 67; �\ x�9 /9 ,� \ 1 � l Z.9 HA I/EN AVENUE HUI /toaoo • N I ✓O/ ExiSTCbLLAR - .38/O' 2G ' • EyU✓r. � ��� powwow 9r4ORM ORWN CURVE DATA Ge� d L R T A NOTE/ YEA/FY D/STA/I'/CE FROM CDLLAR TO Q • L SNF Q s14 /g // T7 40 22 50 �• 16 � /NTE�9SECT/O/VOF 48"��42"� H N © g9•I''// " 35 08' 22.50' " 22.23 ' •��a��� LIAIE RMG ENGINEERING, INC. © •�O°00'00" 35.34' 22. 50' 22.50' !!!� � Civil Engineers, Planners & Land Surveyors 945•PO'I2" 35•!x1' 45.00-- /8.-79 ' 3990 WESTERLY PLACE • NEWPORT BEACH, CALIFORNIA 92660 • (714)752-8171 T_ SHEET to OF 12 REV HORIz: A P PR O V A LS C ITY OF RANCHO CUCAMONGA 40 I S I O N S R E F E R E N C E SCALES VERT: DIVISION OR SECTION BY DATE DESIGN ENGINEERING DIVISION PROJECT NO. No. Date Initials Description Date App'd Bench Mark-. PLANS PREPARED UNDER THE SUPERVISION OF: SUBDIVISION TRAFFIC Q • RIGHT- OF - WAY 5TORM DRAIN PLANS FOR f R.C.E. NO.7/7l09 RECOMMENDED t•M It-9.1i APPROVED: DESIGNED BY: 777' DATE 0 DRAWN BY: DATE / RX RCE•L MAP �t! 4"I5 7 Plans: �/� � G•' � FILE N011 �M Field Book: CHECKED BY: t�{i' DATE ity ngI'h e e Date 6.72 DIETERICH-POST CLOTH AOOOB I V� EX/ST. Nil TUBAL 61FOUN/O � 2+-80 55 it—Af N Ne FIA115HED SURFACE IU3Co 37-RTIM S 9..6L. F/N/SHED �0 a j /030 10. 0 /040 1040 /030 EX/5T NATL/if'AL 6RO111,414V _ � Op 1 2� iyEa F SURFACE W 0 �q. < v0Z�,.� �Z �- o i 0 WK05T. 29.76 L 24"/P�P ' i �. -m (iZsOo>3�66' i I i C /024 � { /024 LAT. A /020 Pfr'D�/LE SCALE /0201030 «5E' /030 f/O/i'/Z. /"_/O ' VER T. /"= 4' 28.2 i o W N 10 oN .5=00020 IO2�' V• 4 ( 1e5019) l/0000) I ER ;. 2 - - PiTOF/LE WALE - 7'o- j 4 i �p3 5MIFF1)F CE ti �� "5 -�'S� i I ,cs i IVO+'/Z. /"=40 YERT /"=4' 17 y 1040 A� F/N/SHED q� 1040 5111PFACE 3!0 r, Q. �. � � I W 10 � � ' ID •{C N i /OPO 1036 /036 s=o.03 I j 1032 X40 i 0 U .c` ? CD.UST 384.67 L.f 30"f1C.P. /028 3�1�?.V• P �p2, •Io�ER 00 CD//5T. Z/B. 7/ 4 F eP4"RCP. O h� 9 v < �� (/250 O ) (/000 D) CONS7/065L.P I a 10�(�' (D '�<. �� �0 l8 RC.P�2?DO) � w �3•s/' r } I CbU 30&OL.F 24 R.C.P ON57. /4"L.F I; PROF/L E SCALE L INE f ftp F/LE SCOL E I j t/250 D J 24 R.C.f'�/0000) I HOfF/Z. /"_ /D' //EFi T. /"=8' LAT 6" PiROFILE SCALE NOR/Z. /"=/0' VERT. /1' =4' HOR/Z. /"= 40' „ VERT /" ¢ , LAT. C LAT. 9 1020 1020 G /5 4 � - / / /3 i2 /l /0 COA(5TiFbrCT7lJN A1OTES % �--CONST. 30" R.C./" r,0"LOAD /"Ei'P PL ANS "LOAD 23 CONST, /B" PP.C.f' ;r�"LOAO f FR PLAN) v . 2 CONST. CATCh/ BA5/�c/ Ns / PER L.,4C.FCQ STd PLAN X�7�at.C� csrsE�'G.5'TaA/R Z-ate __ @� --CONST CATCH BAS1W Ne 3 f'ER LAC.F.CD. STD PLAN NR �' �- !' c? / 27 CONST. MANf/OLE Ns/ PE/P L.A.C.F.C.D. STO /ALAN NQ 2-0/02 � ;4 , --- �((� N s SEE SHT. T!lF _ / ST/MP. PLAN 0 _ � huh \ '�� � • 2w \ ��i � 82 ��,� � 41. -4i C' w -� �. e Oe y�.P oar d-A "B 119 00) 'R .5'TORM ORWAI CURIE DATA n BE�� A• d L R -- T -- PS � �• � t�. \ i E a•c• 7 1rP ' 9+83.78 — p 2/'37" .r/95' \ L INE a � RIIIIIG ENGIN 3G'4!'49N 352.27' 550.00' /824/' , EERING, INC. © 3/'3338" 49.SB' X0.00' 25.43' 5' Civil Engineers, Planners & Land Surveyors O 48 IC.'02" /8.9.5' 99"50' /L7 019, LINE A " �` �� 3990 WESTERLY PLACE - NEWPORT BEACH, CALIFORNIA 92660 - (7141752-0171 QI 27°O/'¢4" 259 4,10 S.Sd•00' /32./9' Q 5/°/9510" ¢o.z> 4 .00' zi'r2" SHEET // OF /2 R E V I S I O N S R E F E R E SCA HORIZ ASSNOK/�{/ I I OR SECTION P P R O V A L S C ITY OF RCUCAMONGALA C E S LES /ERT BY DATE DESIGN ENGINEERING DIVISION 0. Dote Initials Description Date Appld Bench Mark. PLANS PREPARED BY: SUBDIVISION TRAFFIC RIGHT OF WAY STORM DRA/N PLANS FOR RECOMMENDED �! 4M ii-9.79 APPROVED: DESIGNED BY: T r. DATE PARCEL MAP �t! S/57 � -�' DRAWN BY: �/R DATE q FILE NO Plans: Field Book CHECKED BY: �/C. DATE -city ineer y Date , t _ t 4 I j f i I 3 7 3 1 i : } F/nr�$N s�RF�C� ./050 y i Ire 1 ! S. 0 �8 D�0 ,00/��O �� f j s 4 qi I AO 1040 f I ON alv..5T. //X00z CONCRETE ^ ,BACKF/L L V i > f . { t L E # Pf�OF/LE SC.4 , 3 ✓ERT. /'" = 4-' I9 20 2/ CONS TRIIC TION NOTES Q*-CON5T- 24"R C.P. ('D••L DAD PFR PLAN) TITADEMAF)k 5TITEET 31 CON5T CATCNBAS/N N°3 (MODIF/EO) !'ER DETAIL HEREON 32 CONST. Co"C./. P/PE 31 3r , • L ahons per IM. t-QIST A l SCALE -40' 14 5' 20' 20 5 Dower_ —F rr `_--- Dowel w Deh>hl I 6 " � I typ. CL it Dowel— tttf -2 -Artcha TA Cur a /Q — Anchor per, 1 1 �o V, 4-Radius "W ` — 4-Rodlus Dwq. No. 2-0232� , 1 iA �� ^ Rti►r1 p0► F Dwq Nn 2-0222 L—A TOP SLAB - STRUCTURAL PLAN HAVEY AVENUE POf 90.ro/ flAVE/V AVE. ' � .Sld.fratna arra Coq► }« l4edwe per Dwq No. 2-D 156 1 % • AMha,� -►1 --fat!Plotz a"0"nine per Dwq No 2--0232 1 i; TYt'tt:'6'T swfoce t �-t►� �r� r I t DowI I • Prottctton liar and 1 14• 4v .-Step W Dwq. lop. L , support Bolt per - ) t ' 2-D96 and Nott S s and D 2 2175 1 1 1 i -~-------1 R MG ENGINEERING, INC. SECTION A-A Civil Engineers, Planners & Land Surveyors 3990 WESTERLY PLACE - NEWPORT BEACH, CALIFORNIA 92660 - (714) 752-8171 INLET - OUTLET ST 11MIME DE TAIL CAMN,BA51110 3�AfOAOIFIE,0) SHEET I2 OF I2 R E V I S 1 0 N S R E F E R E N C E S SCALES VER H : AS SfJOWiV DIVISION OR SECTIjON P R BY ALS DATE CITY OF RANCHO CUCAMONGA VERT: DESIGN-- - ENGINEERING DIVISION PROJECT NO. No. Date Initials Description Date App'd Bench Mark-. PLANS PREPARED UNDER THE SUPERVISION OF: SUBDIVISION TRAFFIC p�/ C// /� • /��-�F RIGHT- OF - WAY S M 1 /V/ DRAIN PLANS FOR e� 7 9 RECOMMENDED ,�v M tt-1-s9 R.C.E. NO. - AP76P jyj: -J-01 PROVED: DESIGNED BY: M(/ DATE/Q/3o17y PARCEL MAP AIR 5157 W 6.1- Plans: DRAWN BY: M.(/. DATE/Q/•3O1�f �i - PILEN 0 . Field Book: CHECKED BY: DATE City Eggineer Date e-72 DIETERICH-POST CLOTH 40000