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HomeMy WebLinkAbout3377-2R T NWA 1 .- CA \ q,C� 1 / 98 TC ti �- TR• N (0-0 77 Tc EXIST. I.C. / C & RAMP / do T#� ^ �. s.14 -IV s) �' � "'° �� �� �c� `` SEE DRIV __ o•, � � � E �` 01V WAY p ,N AIL. h o __ . 1� 1 OTECT ALL EXISTING ��`' FO ER 8 �AC /� 1 IA �• o .BRANS � o EXIST. -j- x IMPROVEMENTS.- G'Q� pROTZg�40 TC 4 4' ^ � S `� o WATER !_ ti� c® �G ';� 4� ` oA 12 E MAIN .i '� oo o SH!_ No 2856 13 '\0°`� 4 a G .� � , ^� 24 .. , i � - ,\ .,�,, QJic,'� �/ C ET 2OF $ � Q --., � C J �. 90 , F 27.8 0 °1 I'll,�°'/ �` T,� C? a ^� '08" R=350.00` 28.35 c - �X51'52J EXIST. 6 C & G \ 27.85 FS •, =316.85' Tangy 'S � � 16 ft*28 � ��0 PROTECT SIDEW ` '.. �. � %' �<� �t> � _...---'.r -.. _ 5•.�.. 24.15 8 j� . ,� SITE LITE 9 F ,\ "". <- . 27 - -` - a 7� _. 15`Z. � " 28.0 , h R,2 TC • A2 2g.2 ti v_s . _�. _..._ --•-- 24.00 o 5:1 SLOP - ..., ti"� 28.61 TC 1 - a,. ,. _ ._. T WG• F o. \ 2 �_._.. EXIS pER D S \ / r 6 i _ _ 1 __ - NV 8" 1 EWER SHT 3 OF 5 > . 0 Z \ � 28.11 h 2 d �.� � c� � _' _._.. - ._.._. 1 " (12.621-INv 4„ 2 N0.2g56 15 �L �'. Z ��yi 5�./ � \ 93.17LF 4' p h cp. \ 2� 9 ® 7.74 1 co \ cr ,� '� .00, �w�� 2� 2 55, o, `� 4.65TW �� 1 G 1 0 °' t� 1p 7.46 TC `ti 6 W e 2 1 26.96 L . ? g G �.O D' S6 69 \I 1% 2 1 S„NT � / {��'� \ V, oTZ v ' -G WER �5 Q, n �` l 52 ♦ �0 0 'S°'' h ' ` S =29 32 5� 22 50 N 3, 5 S ENT 1 �Sl3.5 fl 1 1 0 o F / CO 25 _ _ r 25.7 15 16 \O y ` < ` \ � SCALE IN FEET 0 40 60 �° rr2 co Z - C14 c) 1 O 2 o� oe �� s- \ "IZAG h 50 ^ FSC) 4`2T a °Ale`� �� 23. oQ�18. 6/NV O 1 gC 1 G 1 9 ?61 S� FL 4 y O� OFL� DRKKING i \ �yS L ° { OR- �' ..�UNTAIN ;:4 ` ,� \� �1° • � t �� /�/M � i� O�P� � moo• � \ �,� _`k" �� ° �, sr� � � SCG' .50 SwPLE , - �' � Og 6 / /NVyy <Y T Z \ ` moo'` \� \ �x��. `12 E Og 6 NV S' G� w \ �� `1 ��° O hgti >h�° p , N Al/ - 0 S \, �') , 16 -moo ` °� 22.4 TG CO STRUCTION NOTES CON"T 'p�, \ 21 .4 N V4„ 0 S F`� �` OCG, - •�6 � 20.44 4.00 12100 12 INSTALL 24" DIA RCP (1350 D -LOAD) , -' � 13 INSTALL SD MANHOLE PER A.P.W.A. STD. PLAN 321-1 AND LOCKING ........... ```'-•--___.._ ` ` , -: �\ .__ . ,. � N ,� ,, � -- , , MANHOLE LIDS PER A. P. W.A. STD. 210-2. INSTALL CLEANOUT PER CITY STD. NO. 128 MODIFIED FOR PVC PIPE. CONSTRUCT 4" PCC SIDEWALK PER ARCHITECT PLANS. -4r '- -r- - _ ' o X2 1 N • , y Z _ , _ ©cn r 1° \ °` �� 7' S ` CONSTRUCT PCC MOWSTR/P PER ARCHITECT PLANS. 50AG oeor L wy. �M �, O a \� 24.85 22 6�N� �' 25 OTW ` - \ 6X 8 P� 17 INSTALL W.I. FENCE &GATES PER ARCHITECT PLANS. �r N FS GB_ '1 16\N O j° 2 20 • `~a - 1. Lp , tP v �" �gS b� 1 ' �;%l�,$�"+24 ° SPE 3 Pp�N� \ 73 �8`� `39 N7 ---` 12 � 2 - � ®�' � � S�pW \ • 0`S<� 73 � 18INSTALL 4 P.C.C. (MIN) HARDSCAPE PER ARCHITECT PLANS. 36,t CONSTRUCTION NOTES '� INSTALL SLOPED TRENCH DRAIN PER POLYCAST 600 SERIES CHANNEL - , ,� 1 ; 20± ���,� \ 601 THROUGH 625 W/BOLT DOWN STEEL TRAFFIC GRATE OR EQUAL \ 'S'N r /�d' `'� 1 CONST. 4 AC PAVEMENT OVER 12 COMPACTED NATIVE MATERIAL. APPROVED PER DETAIL HEREON. •• ` ' G$ ` �`' �' \ SSS �� 19A INSTALL TRENCH DRAIN PER POLYCAST 600 SER/ES CHANNEL _ `/� 3.2 q o 4 off' \ FP 2O CONSTRUCT 6" CURB & 18" GUTTER PER CITY STD. NO. 1003. 60ON W/BOLT DOWN STEEL TRAFFIC GRATE OR EQUAL APPROVED PER ` A. DETAIL HEREON. �• / `,� �`� ' �` - ~ ���°, 3 CONSTRUCT 6" CURB ONLY PER CITY STD. NO. 1003. 20 INSTALL 4" VCP SEWER v ` � � -' 1� p OTC • �t ��' � I �h �� `, � �� 1 CONSTRUCT HANDICAP ACCESS RAMP PER 2001 CBC yam° 0/NV + 0 4 21 INSTALL SEWER LATERAL & HOUSE CLEAN OUT PER CITY STD. NO. 125. .�0�' � ACCESSIBILITY SECTION SEE DETAIL ON SHEET N0. 4. J'zo �r sass1<9 O CONSTRUCT CATCH BASIN PER CITY STD. NO. 121 W/MODIFIED LOCAL 22 1" PLASTIC WATER SERVICE INSTALLED BY FONTANA WATER DISTRICT. ` '1`r > >. 0 23 / �j• DEPRESSION PER DETAIL SHT. 4. • ', I�', ��'PS 6 INSTALL BROOKS PRODUCTS CB -3636 CATCH BASIN WITH BOLT DOWN 23 INSTALL 1" BACK FLOW PREVENTOR PER FONTANA WATER DISTRICT. O O STEEL TRAFFIC GRATE OR APPROVED EQUAL PER DETAIL HEREON. „ 01 /q 24 INSTALL 1 P.V.C. SH 40. PIPE o ' ,, /� . O7 INSTALL BROOKS PRODUCTS CB -24-24 CATCH BASIN WITH BOLT DOWN ` ` ) ` ' oQ �' 0, STEEL TRAFFIC GRATE OR APPROVED EQUAL PER DETAIL HEREON. 25 " • I , / Ss. / V' 2 WATER SERVICE INSTALLED BY FONTANA WATER DISTRICT. O /,' 9 8'00 / / 8� INSTALL 4 DIA. S.D.R. 35 PIPE. ,� i, i, •,h `5 xo T, 2268 Q 26 INSTALL 2 BACK FLOW PREVENTOR PER FONTANA WATER DISTRICT. •• 'I'� �' �. `' •96 9� INSTALL- 8" DIA. S.D.R. 35 PIPE. / 27 INSTALL 2" P.V.C. SH 40. PIPE \ • 1 �`�� � ,.��• � � +�� 4X8 _ • � Q • • 16 3 4s 10 INSTALL 12 " DIA. S. D. R. 35 PIPE. r 28 INSTALL 1/2" P.V.C. SH 40. PIPE • ' X8 '� INSTALL 18 DIA. RCP 1350 D -LOAD r j �� f• 1X / 76 13 ( ) 11 29 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-3. 0 BENCH MARK: \, y - • Q9.4 /VI,V: <• / # 615 BASIS OF BEARINGS: • ._ ,� � 0� 1 / Ly NT 30 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 332-1. • ! �r , ' 12' `� Og '66 RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89'30'06"E 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. /,� N • 21� 4�j �� �p� 6 1 ` AVE., IN POWER POLE NO. 9011E T 1 N., R. SW., S.B.M. PER R.S. 58/5, ® moo, �p / ; L ON THE EAST SIDE OF CITRUS AVE. WAS USED AS THE BASIS OF 42 CONSTRUCT DRIVEWAY WITH PARKWAY SIDEWALKS PER ,� \ ELEVATION: # 1467.59 BEARINGS FOR THIS PLAN. CITY STD. NO. 1005A Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA 1 REVISED PARKING LOT LAYOUT GRADES X107 ff%Lr iJ n� o QR�EEN PREPARED IN THE OFFICE OF LAYOUT/ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �����- L. I�'q F MADOLE AND ASSOCIATES, INC. PATRICIA A. MARRUJO PARK, 5730 AVENAL PLACE PRECISE GRADING PLAN SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,3 No, 36637 X 14285 AMARGOSA ROAD, STE. 200 DRAWN BY: 1 "=20' Expi 06-30-06 VICTORVILLE, CA 92392 J.V. DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PHONE (760) 241- 4344 DESIGNED BY: DATE: 80 BEFORE DAYS BEFORE M.N.S. FEB. 2004 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND gTFCjV1�-0�� ®� TOLL FREE 1-800-227-2600 OFCALIF U/� Date : d7 0 CHECKED BY: PROVED BY:/ / p /O f DRAVNNG NO.: 2 RCE 36637 EXP. 6-30-06 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. tri -W 1 3377 WENDELL L. IWATSURU, R.C.E. � CITY ENGINEER R.C.E. 511DATE 48