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HomeMy WebLinkAbout3377-CE2N I .. N WAY ' -~ � OCA R T - - 1. r fo-()94 0-) Tcl A4,4pN co r�0. c F EXIST. H.C. _a , C lb RAMP -' co 4 10 �0 g oFS / , - o �, v SEE _ .._. }� 2 g / , X o c, _. DRIV -__ _.� __ ,5 6 - co N s� Acs oCl ON SHEET wAY pE1A/L -- _ �_. __ oo .tio; 5 `1' \ RAVE 1�►TING A 2 __� .� 0 1 2g�i5F�^ o �o EXIST. P� B . AN.. F rn z r WATE 0, ®6' _ Q r R �.\ �. / �o� GF + 12 AVEN �N .� N 1�. GF gF �Q ` 2 1 �F� PER 0VVG _ - M ^.`� ° 24.70 f w 2 �� Za o out �� q c SHEET 2 2856 13 , ¢ ��' ,� ��: .- ..,., . ry � FS/GBOF -- off- 51'52'08" R=350.�1b ,. O "� ^,�% � I'D 2/ . F 27.45J_____ EXIST. 6" C ; G..' =316.85' Tan=170.21 ` s / I I wro),2 J'� a� �1 2 0� 2�' �aF S, ; ? �� o of o��� o0 2 S 6 GF 1°` R W EX SID -�� _►� .� 5� `L ST. OP \ `! Tc N a r,, �o\N 2a' g6 j (oL F�; '� 1°' Q� `�`' o� C' 2� G O x�o5o��J .� �'_ -- / '" 5'.� / 24.15 �, y� 1060 P OFc' 5:1 -� 24.00 O G _ SLOPE , \ Sj. 8 DWG' 5 FS / L� 0� `L g - �•- .-_. , EXE R pER 3 OF 2� ti 1 10 /-111 $ 21 SEWE 56 `ti INS 4 No 2$ 93.17LF 4 VCP ® 7.74% W r, 6, . 6g Fes' 2 w Q �5 2p 24. T Q. `�� � 2 p0 0 G D .36 .1 \ - o 6, Cy)� n tio o `L° N cn f `omax> nJ�� < 0.6U% 1h=2g.3 52 225G�N3, 25S WENT \ 25 `� FS 3.50 -` •N� \/ , A l 25.90CD CR� F- ! Q D�' 1 \ \ oc FLl O /yO 308, ° O o, O ,10 1g' o cam• moo o, ,� . ��° 25.70, 15 ��CG' ._. 16� Ig, R, . ry . ,� • x1 FS \ti-' S/ Toy \ 450 0 '. .� ,� N off` y '1 f f- TF q mss, 8 � �o w 5 h SOF = o 1 .� o Fz�',L`OO,(o tic Q� \ 1 r� -- 5`' o 1 G \ ��° . On 1 f. FS ° 65 FOOD ° � AX ' ''- � � 5� O F✓� ,�� JFK �`O �� 'ic�i�'� S , � 0, s FS. _�'��, t�, , i __ _-- -.,,. 2 °f y _ �, �F, P o �P �� `L � • � � ��, 50 D O �P �O �� �� ti ti \ oo - 6 \' Q o0 5� Fo �� ti �P �° os 1 . 90 O 2 3. F F. IOTG �� S 1 0 3 29 P �4j �.. ' i off% ��\�F F`O �G O �� N 22.061N O 0 1 C` G �� S�° 18.4 , �� ` hx FLP `�� +� �`' V A�io�� G 29 BW �S8 �.� F� \ (� S DRINKING �,� y � � � o / 1 1.231. g � o s , FOUNTAIN " �o r o r� 2.50 U7 , �h UO 6� L �� S ,, 4 i \ o'er O9 ' 41 1 �'z y T �., \ D 1 �PFL k N 00 411 b� �1 �N N' L ms's 1 O to rn � Cx .r \ 15 22 2.4bTG - ' ' `�.441NU4 . %�20.�°�L G 1� w \ CO STRUCTION NOTES (CON"T) N o oo ,, �1 ,���p 12 INSTALL 24" DIA RCP (1350 D -LOAD) ��% /- 0 / \ \ f �\ \ - ' 13 INSTALL SD MANHOLE PER A.P. W.A. STD. PLAN 321-1 AND LOCKING \ \ , \ � N �o ,; lb , - ' MANHOLE LIDS PER, A.P.W.A. STD. 210-2. `N N �O � o; ° - 14 INSTALL CLEANOUT PER CITY STD. NO. 128 MODIFIED FOR PVC PIPE. I '\ o �✓ 1 ! Ng�` k 15 CONSTRUCT 4" PCC SIDEWALK PER ARCHITECT PLANS. r \CA A r ^�• Q 1,7.5 0 20 Z�,r �I\� tido �G ti ��� L 6 O�� 6 16 CONSTRUCT PCC MOWSTRIP PER ARCHITECT PLANS. U, c9 SHT 4 �: cn d c� 50 ,' x7 rM ° N ` N 24.85 216�Nv A" 9 \ ` 6 8 �y 2 y 22 �! 225 -OT �° \ 1 x A) 17 INSTALL W.I. FENCE & GATES PER ARCHITECT PLANS. o w� O� G '1 16\N o ��° © ?S3 203 P O 13 �8 Nf% NT 3 r SX r� 19.8 0 O p r S ROW \ � T 1 18 INSTALL 4 " +24 rl P.C.C. (MIN)HARDSCAPE PER ARCHITECT PLANS. 36 2 /NV N ' "r ov QFG s ��� � �� / �' 39 � a �� \� \ F�<y N<r CONSTRUCTION NOTES19 INSTALL SLOPED TRENCH DRAIN PER POLYCAST 600 SERIES CHANNEL ± ° o � / P�� \ o O 601 THROUGH 625 W/BOLT DOWN STEEL TRAFFIC GRATE OR EQUAL c�' ��d' O 1 CONST 4 AC PAVEMENT OVER 12 COMPACTED NATIVE MATERIAL. APPROVED PER DETAIL HEREON. 4 (.0 , ��, 2%MIN. 2 �� G$ 3.26°7° ° � ��� � \ S PS » 19A INSTALL TRENCH DRAIN PER POLYCAST 600 SERIES CHANNEL \ -_--- �. � o �'�a \ F, 2O CONSTRUCT 6 CURB & 18 GUTTER PER CITY STD. N0. 1003. 60ON W/BOLT DOWN STEEL TRAFFIC GRATE OR EQUAL APPROVED PER ,��o DETAIL HEREON. \ 16 / >>30r ®� O CONSTRUCT 6 CURB ONLY PER CITY STD. NO. 1003. 20 INSTALL 4 VCP SEWER 14.00j G l I �`� �,• �� 1 per' CONSTRUCT HANDICAP ACCESS RAMP PER 2001 CBC O' H�3. NV c, O \P �' 4 21 INSTALL SEWER LATERAL & HOUSE CLEAN OUT PER CITY STD. NO. 125. S o O ,�� oo O ACCESSIBILITY SECTION SEE DETAIL ON SHEET NO. 4. O \v,'�r CONSTRUCT CATCH BASIN PER CITY STD. NO. 121 W/MODIFIED LOCAL ' 77 DEPRESSION PER DETAIL SHT. 4. 22 1" PLASTIC WATER SERVICE INSTALLED BY FONTANA WATER DISTRICT. ' � �`ti� �� �� y® O \ 1 / 8 D/ 3 C O6 INSTALL BROOKS PRODUCTS CB -3636 CATCH BASIN WITH BOLT DOWN INSTALL 1" BACK FLOW PREVENTOR PER FONTANA WATER DISTRICT. 1 / DIq q STEEL TRAFFIC GRATE OR APPROVED EQUAL PER DETAIL HEREON.OF 24 „ O7 INSTALL BROOKS PRODUCTS CB -24-24 CATCH BASIN WITH BOLT DOWN O INSTALL 1 P.V.C. SH 40. PIPE 15 ` o \ CoQ ��' D_ Q- STEEL TRAFFIC GRATE OR APPROVED EQUAL PER DETAIL HEREON. 25 O 2" WATER SERVICE INSTALLED BY FONTANA WATER DISTRICT. 33 I �o L--21 58'00,. 8 INSTALL 4 DIA. S.D.R. 35 PIPE. xo� R2258 Q O 26 INSTALL 2" BACK FLOW PREVENTOR PER FONTANA WATER DISTRICT. 16 " 11.96 9O INSTALL 8" DIA. S.D.R. 35 PIPE. Co / \ ,! - k85 62 4X83 27 INSTALL 2" P.V.C. SH 40. PIPE �yQ1 s 16 1� 45 10 INSTALL 12» DIA. S.D.R. 35 PIPE. INSTALL 1/2„ P.V.C. SH 40. PIPE 16 13 11 INSTALL 18" DIA. RCP (1350 D -LOAD) 29 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-3. h 09 4 00 W G. 1 BENCH MARK: # 615 BASIS OF BEARINGS: �o'�� E .� 1-� OD ' 1 / N e y NT 30 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 332-1. Og 66 / NI! S, RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89'30'06"E - _�1N Nl! 4. OF CITRUS AVE. AND LOS CEDROS ALONG THE NO. LINE OF SEC. 30, 31 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. PLAN 340-1. 16 /N AVE., IN POWER POLE NO. 9011 E ' �� ' � •: •; N ,< }- T.1 N., R. SW., S.B.M. PER R.S. 58/5, `'� : / �nP� - --_ W ON THE EAST SIDE OF CITRUS AVE. °� Ly WAS USED AS THE BASIS OF 42 CONSTRUCT DRIVEWAY WITH PARKWAY SIDEWALKS PER ��'� ✓ / `�-�1- 1 \ ',^`���` -� ELEVATION: # 1467.59 BEARINGS FOR THIS PLAN. CITY STD. NO. 1005A SCALE IN FEET 0 40 60 80 0-E-2 of - J:\826-1185\aradina\PG02.DWG. 1/17/2005 8:52:27 AW ioraea