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HomeMy WebLinkAbout2355-2I F,.}r sl „ OU sa ^ FLIKP 3" IRRIGATION UNE TA Trf1 n MR- lkfif.11 1 f -r% PY TENNIS COURT 51.0 ROUNDED CONCRETE 6" DIA. STEEL GALVANIZED PIPE FILLED WITH 470-C-2000 CONCRETE AND PAINTED (COLOR: DARK GREEN) 470-C-2000 CONCRETE \ 48 8 0 VC Jps< SEE LANDSCAPE PLAN (SHEET 3) FOR IRRIGATED LANDSCAPE AREAS LOCATION. ]\]C)- A . PAR -f SEE APPROVED PRECISE GRADING PLAN FOR SAN SEVAINE PARK (DWG. N0. 2279, SHEET 2 OF 3) TENNIS CURT 9 ATTACH 3" EYE BOLT BEND ENO TO ANCHOR "THIN CONCRETE -- 50 3 MIL POLYETHLYENE 1" P.V.C. n63 %-(SCH. 40) INV. ELEV. 0 TOP OF -� POLYETHLYENE EASEMENT LINE v 5 7.00 TW 49.67�- 4� GTE EASEMENT -/ 3" STEEL POST. EXACT LOCATION TO BE DETERMINED IN THE FIELD. Underground Service Alert o Call: TOLL FREE i —800 .422-4133 TWO WORKING DAYS BEFORE YOU DIG GEOTECHNICAL ENGINEER: GEOLABS - WESTLAKE VILLAGE 742 HAMPSHIRE ROAD, SUITE C WESTLAKE VILLAGE, CA. 91361 (818) 889-2562 W.O. 75261-4 SITE CONTRACTOR SHALL CONTINUOUSLY WELD 1-#5 REBAR THROUGHOUT FOOTING OF MASONRY WALL AND STUB -OUT FOR GROUNDING CONNECTION IN LIEU OF WATER METER CONNECTION. LAN (SHEET 3) VDSCAPE �S BENCH MARK FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E S'LY. SIDE OF BASELINE 220' +/- ELY. OF OF CHERRY AVENUE. ELEVATION = 1313.04 CONSTRUCTION NOTES: QUANTITY 35 CONSTRUCT 6" CURB AS PER CITY OF FONTANA STD DETAIL 101. 129 LF 50 PAINT 4" WIDE WHITE STRIPE. 40 LF 9�—BLOCKCONSTRUCT OPEN STEEL FENCE COMBINED WITH MASONRY WALL ATOP RETAINING WALL. 120 LF TO BE SLUMP BLOCK WITH SACKED JTS. & STUCCO COLOR COAT FINISH. LEGEND COLOR, AS SELECTED BY LANDSCAPE ARCHITECT. (1A HAZ�A 3MCC,0 coLo�. SEE STRUCTURAL DETAILS A-1 & A-2 ON SHEET 3. ,, 56 CONSTRUCT RETAINING WALL. BLOCK TO BE SLUMP BLOCK WITH SACKED JTS. & STUCCO U 35 LF FS FINISHED SURFACE 'COLOR COAT FINISH. COLOR B LANDSCAPE ARCHITECT. Y LAND CAP AS SELECTED A HIT . 'Pp't cotv�- SOO NOT10"65. , FG FINISHED GRADE SEE STRUCTURAL DETAIL "B-1" ON SHEET 3. FL FLOW LINE CONSTRUCT MASONRY WALL. BLOCK TO BE SLUMP BLOCK WITH SACKEL-PF:0�12-: TS. & S%jeo C © 33 LF &57 COLOR COAT FINISH. COLOR, AS SELECTED BY LANDSCAPE ARCHITECT. c�o/2. vb O ss. R/W RIGHT-OF-WAY TC TOP OF CURB SEE STRUCTURAL DETAIL "D-1" ON SHEET 3. INV INVERT@-ONINSTALL STEEL FRAME AND PICKET SLIDING GATE (6' HIGH) PER DETAIL "H" 1 EA SHEET 3. SHOP DRAWING TO BE SUBMITTED BY THE CONTRACTOR PRIOR TO AS G.B. GRADE BREAKINSTALLATION. COLOR, AS SELECTED BY LANDSCAPE ARCHITECT ( A5!`'!/- 4Los�s PLA6r) HIGH POINT 59 CONSTRUCT CHAIN LINK FENCE ATOP MASONRY RETAINING WALL. 91 LF TGG TOP OF GRATE BLOCK TO BE SLUMP BLOCK WITH SACKED JTS. & STUCCO COLOR COAT FINISH. TW TOP OF WALL COLOR, AS SELECTED BY LANDSCAPE ARCHITECT. SD STORM DRAIN LINE SEE STRUCTURA DETAIL "C-1" ON SHEET 3 & "C-2" HEREON. S SANITARY SEWER LINE CONST. 4" CONCRETE PAVING - 1684 SF W WATER LINE 6o WITH 6"x 6"- W 1.4 x W 1.4 W.W.M. 3F1 W.M. OVE 4 AGG EGATE BASE, CLASS II. d ,g EXISTING ELEVATIONS (D—SEECONST. 6" WIDE AND 6" DEEP C-6 CONCRETE HEADER/ MOW STRIP 270 LF 5 HUNTER'S RIDGE PARK LANDSCAPE PLANS, DETAIL "5" ON SHEET LCD. 55 G CONSTRUCTION ELEV. @- INSTALL INSTALL "TURF BLOCK" ON SAND AND AGGREGATE BASE PER DETAIL "J" HEREON. 2164 SF 3" THICK DECOMPOSED GRANITE OVER BLACK 1894 SF TRACT / LOT NUMBER 63 POLYETHYLENE, 3 MIL AND STERILIZED SUBGRADE. © fi4 CONSTRUCT CONCRETE RAMP PER DETAIL "E" HEREON. 72 SF 4" colvc. PVM r 65 INSTALL REMOVABLE BOLLARDS. 5 EA TURF BLOCK SEE HUNTER'S RIDGE PARK LANDSCAPE PLANS, DETAIL "3" ON SHEET LCD.1 @)-CONSTRUCT CONCRETE TRACK FOR SLIDING GATE (SEE SECTION "D -D" HEREON). 1 EA RETAINING WALL @-��-INSTALL 1" WATER SERVICE P.E. PIPE WITH METER & METER BOX PER 1 EA CUCAMONGA COUNTY WATER DISTRICT STD. DWG NO. 2 SCREEN WALL (9 -ADJUST MANHOLE TO GRADE 2 EA CHAIN LINK FENCE 69 ADJUST PULL BOX TO GRADE 1 EA ATOP RETAINING WALL 70 INSTALL POST PER DETAIL ON SHEET 2 1 EA " 71 INSTALL 6PVC SDR 35 DRAIN PIPE WITH FITTINGS G 37 LF U `x 72 CONST. 12" X 12" DRAIN BOX (TRAFFIC GRATE) BROOKS PRODUCTS No. 1212 1 EA v OR APPROVED EQUAL. INV. = 45.4 TOP GRATE = 50.8 REMOVE TEMPORARY CONCRETE LANDING 6 SF v INSTALL 1" DIA. PVC, SCH 40, WEEP DRAIN 10' O.C. THRU THE 6" CURB PER 9 EA DETAIL ON SHEET 2 MASONRY COLUMN BEYOND LOT LINE SEE DET. "A-3" ON SHT. 3 Nz12' HIGH CHAIN LINK FENCE Q I I I Q v LOT LINE PER SAN SEVAINE PARK II LOT LINE I I a; LANDSCAPE PLANS, 4' HIGH OPEN STEEL FENCE I I DET. "1" —1 I 1 �0 1 ON SHT. LCD.2 (INSTALLED IIS " COMBINED W/MASONRY WALL 59.00 0. " BY OTHERS). O 4' HIGH CHAIN LINK FENCE ATOP RETAINING WALL II c�'1 " " TW 0 II �� ATOP MASONRY RET. WALL SEE DET. A-2 ON SHT. 3 1 o 1 57.00 II SEE DET. "C-2" ON SHEET 2 57.00 TOP I h TW= 53.00 II J RET. WALL _ _ RETAINING WALL " RETAINING WALL � EXIST. 56 SEE DETAIL B-1 I I Q SEE DETAIL "A-1" I ON SHEET 3 MASONRY RET. WALL Q- �J ON SHEET 3 55 GROUND 1 SEE DETAIL "C-1" 59 II Q� � - I 1" � ��,�, P� ON SHEET 3 II 2� �G60 6 0 A�`,Q`r�c.--- S, 6 3 Q ,o AFL TC•O Q TENNIS FS ELEV II I COURT PER PLAN II 1 z TF ELEV = `O 35 11014z PER PLAN - 50.33 I I ti T TF I I TF ELEV PER PLAN I I I I LJ SECTION A -A SECTION B -B N.T.S. N.T.S. SECTION C -C N.T.S. POST 10' 0. C. (TYP TRC�r J 3i�o i -r c TOP OF FENCE=57.00 `- :e --U'- UttF' GALV STEEL SLEEVE. MASONRY RET. WALL 59 DIAMETER TO ACCOMMODATE PER STRUCTURAL STEEL FENCE POST. SLEEVE DET. "C -t" ON SHEET 3 TO BE CENTERED IN CONC. BLOCK WALL AND GROUTED IN PLACE AT 10' MAX SEPARATION. SEE DETAIL 'G' ON SHEET 3 CHAIN LINK FENCE ATOP OF BLOCK WALL DETAIL 6 CF T 100 �o W i CONC. RAMP DETAIL H.1.5. -APX- NOIrk' 70 WA4C 'SEc7rvt/ 41-R'--'_- _ADo b&Lsra cev-oA dw conrV-'�voros REVISIONS 51 LOT LINE 1 1" 57.00 TW MASONRY WALL I 57 SEE DETAIL "D-1 " Al ON SHEET 3 TC ELEV Al PER PLAN 60 'L H= 50. 35 33TF i'6" 12" � i If rrr a co \� CONCRETE TRACK FOR SLIDING GATE. 66 Ile PLANT MATERIAL 62 "TURF BLOCK" ACKER-STONE OR APPROVED EQUAL. Q �;•.'���.^•.:;:! �:;•:.; ��.'Ir•::.::��.'y:•.;� �-- 1" SAND (9090 COMPACTION) * �b�c 'oo�6 06-b• od 0o 00ot ' QQ c�0o 00 0 �_ " 00000 0 000 0 pop�4 CLASS II BASE (90% COMPACTION) �c OcAoC� 00 Ooo00 NATIVE SOIL (90% COMPACTION) TYPICAL INSTALLATION «�°.. r��► f 9� t, GRAPHIC SCALE 1G o s 10 20 4o FOR BIDDING PURPOSES ONLY. ;�<;{ >�\j.` I ACTUAL THICKNESS WILL BE DETERMINED NO 2('19 BY THE SOILS ENGINEER AFTER GRADING. I'{ ( IN FEET » or ������t�' i inch = 10 ft. TURFBLOCK DETAIL - N.T.S. � - NOT A PUBLIC WORKS PROJECT SECTION D -D N.T.S. CITY OF FONTANA, CALIFORNIA o �Q O0 Ln N Ln r -- ■■ m 11C. mmr A Civil Engineering • Planning " Surveying • Public Works 9 9 9 Y 9 13821 Newport Ave,, Suite 200 " Tustin, CA 92680-7803 714/544-3404 PREPARED UNDER THE SUPERVISION OF: 2^ `, H C. HOGAN R.C.E. 26229 DATE: DRAWN BY BA PRECISE GRADING PLAN FOR ETIWANDA R.S.U. # 01—CP-117 SAN SEVAINE PARK � SCALE: 1 =10 DESIGNED BY 13A7.355 DR. NO. 7.355 CHECKED BY DATE: 7/19/94 JOB NO. 4502 SHT. NO. 2 OF �J N CITY APPROVAL DATE APPROVAL DATE O U J. N . 4502 N.