HomeMy WebLinkAbout3404-171 �
E: 7 4
2 8
HANDRAIL. SEE DETAIL P, SHEET L-4. PILASTER. SEE DETAIL N,SHEET L-4.Of
6
3 1
RETAINING PLANTER WALL. 5
2 SEE DETAIL A, SHEET L-4.
6 3 1 GARDEN WALL. SEE DETAIL D, SHEET L-4. . • ft
LEGEND: r r r ., • • •
►- TOTLOT DEEPENED EDGE. SEE DETAIL R, SHEET L-3. , �' • • e e
1. ORCO MUSHROOM CAP, INTREGAL COLOR TO
4 0 MATCH RESTROOM BUILDING, WALL CAP TO r r + ♦• r r °
CID � TERMINATE WITH RADIUS END TO MATCH SIDES. c ♦ es s ♦ 11N ° 1
2 w 11 10 It ♦ E ♦• a _-__ __ ° •
• - � 2. 8"X8"X16" CONCRETE SPLIT -FACE BLOCK, a C9 , 'A- - - - � - � 3
IlkL A N D S C A P E
---
w 6 5 OD 7 COLOR TO MATCH RESTROOM BUILDING. e e , ° "� • ' ' • • r .. o
- GROUT ALL CELLS SOLID. • _ - "' ' - - ' ' ° - - - - -' • a A R C H I T E C T U R E
LEGEND: 4 Q 7 _ 1 .... • ° �t s 11
1. ORCO MUSHROOM CAP, COLOR TO MATCH RESTROOM
I,- r 3. #4 REBAR HORIZ., CONTINUOUS THREE PLACES. es ♦ • ® "' .I. ° "' e • • . r SITE P L A N N I NG
BUILDING. 3 5 4, #4 REBAR VERT, @ 24" O.C. ALTERNATE BEND Amp*, , ,.•°v10 9wIN FOOTING. IIIIIIIIIIIN
e 10621 Ohurch Streat, Suite 10C,2. 8"X8"X16"CONCRETE SPLIT -FACE BLOCK, COLOR TO • s LEGEND: Rancho Cucamonga, CA 91730
MATCH RESTROOM BUILDING. GROUT ALL CELLS SOLID. 5. 1/4' FULL -DEPTH POLYFOAM EXPANSION JOINT(9091 4a4-2800
0 1 wlTFlIOKOL BEAD, e s e ♦ 1. 10x4x8 ORCO PRECAST CONCRETE MUSHROOM CAP. COLOR TO MATCH RESTROOM Fax (909) 484-2802
3. 3/4" CRUSHED GRAVEL, t CU.FT. PER LIN, FT. 3 _ _ e • s BUILDING. GROUT SOLID, COLOR TO MATCH CAP.
1% 0 6, FINISH GRADE SEE CIVIL ENGINEER'S PLANS, r M •♦ w r �' ' r 2. 8"x8'Sc16"CONCRETE PRECISION BLOCK. KEY FIRST COURSE INTO FOOTING. GROUT r • `e"''• Richard Krumwiede
4, 2 COATS WATERPROOF ASPHALTIC EMULSION, - ♦ ; CA Lin. #2834
Q r • �.,. .. 7, FINISH SURFACE WHERE WALL IS NEXT TO ' . „ ♦ CELLS SOLID WHERE STEEL OCCURS. AZ Lin. # 29115
5. 1/4" FULL -DEPTH POLYFOAM EXPANSION JOINT w/ THIOKOL BEAD. e d 4 r ■ v NV Lic. #446
CONCRETE SLABcl). SEE CONSTRUCTION PLAN. 3. 3"0 PERFORATED DRAINAGE PIPE. SLOPE 1% MIN AND CONNECT INTO NEAREST AREA �, ,�� Tx, ic. #1e 6
DRAIN INLET.
6. FINISH GRADE SEE CIVIL ENGINEER'S PLANS, 8. CONTINUOUS CONCRETE FOOTING. 4. ATRIUM DRAIN GRATE PER GRADING PLANS.
7. FINISH SURFACE. 4V 9 9. COMPACTED SUB -GRADE PER SOILS ENGINEER'S 5. 1/4" THICK FULL DEPTH POLYFOAM EXPANSION JOINT WITH THIOKOL BEAD.
REPORT, D S 0 A p
8. CONTINUOUS CONCRETE FOOTING PER ENGINEERS PLANS, e - 3" 3° 6. ADJACENT CONCRETE PAVING, SEE CONSTRUCTION PLAN FOR LAYOUT AND FINISH. e
�1 10.6" WIDE CONCRETE MOWCURB HERE WALL IS
9. COMPACTED SUB GRADE PER SOILS ENGINEER'S REPORT, 1 '6 NEXT TO TURF PLANTING AREA SEE DETAIL D, 7. FINISHED GRADE. , 1 U 11T Wj� �9�,
.Ta a
SHEET L 3. 8. 2 COATS WATERPROOF ASPHALTIC EMULSION, ��' �a `O s
.�
g 11. ATRIUM DRAIN PER ENGINEERS PLANS. CONNECT Oj
9, CONCRETE FOOTING. SIZE PER CIVIL ENGINEERS PLANS. c�
TO NEAREST DRAINAGE INLET, w
10. 90% COMPACTED SUBGRADE. sig re _
NOTE: 11, 314" CRUSHED GRAVEL,
REFER TO CIVIL ENGINEERS PLANS FOR STRUCTURAL
REINFORCING AND FOOTING SIZE.
NOTE: ! • oat �
ARE FI SEHIJE ALL CAP A D FIIANS: AND WALL HEIGHTS REFER TO CIVIL ENGINEERS PLANS FOR STRUCTURAL �Aq ��e
REINFORCING AND FOOTING SIZE. �� Q
ARE TO BE PtR LANDSCAPEPLANS AND WALL HEIGHTS
RETAINI'N'G PLANTER" ALL 13" HIGH SEAT ALL STALED ACCESS W/ HANDRAILS GARDE ALL
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
1029mm 4 g PA PA 'PA
eR„n NOTE: .,
REFER TO CIVIL E EERS PLANS FOR � 4
STRUCTURAL REINF NG AND FOOTING SIZE. 1
w WALLFINISH AND HEIGH TO BE PER G7 e + 5 ` ` , 34'- "
�r NOTE: 101.01129-0ol
AL �/��) ,,,. z� LANDSCAPE PLANS. 3 z d'. ° N HANDICAP SPE SEATING IS AVAILABLE
305 m - `a✓ 3 in 2 7 1 W W K7�'• '. DASHERBOARDAT TH G AS S ADJACENT TO 15 PA 2 1#;' ,Z4
amm�, � s 8 OD 4 .. v - - 2 15 _ PA E
1.1/2' O.D. WASTE_
9" 1/2"IPS SUPPLY 3 U Q 1 C7 ° :'o A •'''
Q' �
1
CC LL
N
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ALLOW S" I. ] OF SLACK sannn ••• •'. • * LV Z ,eC _ - _ ® - .: - - - _ N
d•
IN SUPPLY LI gSTRAINE ,', •,• :� ,' ' ' --I CC _ Q - : 7 LU - �� Cz
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a
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LU PA
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Cp.7.'lTl"L'LLC CU
a $ cn.
2 3 6
J
s" g 4.99% MAX o
127mm S ER (SUPPLIE C\I - - - _ _ �'�•:::. - - . ' - - • --'( - St
6 10/ v O
2
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oe O
3a -v2 1 0 (r 10 5 L)
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67Gmm PLAN �t ¢ - _ - _ - - - - - • _ - - - - L.LI - - - - 4D'•0" - _ - ,
ATTENTION INS 2 -6' �\` •` _' _ v a,'M I _ - - _ - - - - _ - - ? _ 13 12 _ -
DURING INSTAL( _ - - �' - _ _ _ - - _ - - - _ - - - - _
1-1/2" O.D. _ _ _ _ _ _ _ _ _ _ _
SURE SUPPLY LOMIT TAILPIEC SECTION • • - _ - - _ ^ - .. - ^ • _ - - _ - _ _ - - - _ _ - _ • - - _ - _ - - - - _ - `'""� U
TO BUBBLER DC
SLACK FOR FRC (SUPPLIED) +�' J LU LLI 0 1 % - - _ - _ - _ - - - - -
SCREWDRIVERSTO ACCESS. - - - -
w � z •� CCS
LEGEND: \ 4 5 w z o
(SUPPLIED) - •
1/2" x 4" ANCHOR CZ
BOLTS -E- i�T. � CLEARANCE 1/2' IPS SUPPL V) w ,•,•,-
(BY OTHERS) _ •}-.
CONCRETE SLAB _S� REc 1. LIGHT POLE FIXTURE, MODEL AS INDICATED ON ELECTRICAL PLANS. 4' : LEGEND: - - 17
(aY OTHERS) , 12.7mm
' 2. CONCRETE WALK OR SLAB. SEE CONSTRUCTION PLANS. 1. 10"THICK POURED -IN-PLACE CO TE RETAINING SEATWALL wl 1" R @TOP EDGES. LEGEND: I -I-
15 �. A �' i A FINISH SURFACE 3. WATERPROOF EXPANSION JOINT. SEE DETAIL 0, SHEET L-3. 5 2. 2 COATS WATERPROOF ASPHALTIC E►u ION. - - 1. 10" THICK POU - ACE CONCRETE SEATWALL, SEE DETAIL G ,SHEET L-4. 9. CON RASH RECEPTACLE W/ ACRYLIC CITY OF FONTANA LOGO. MODEL # QR-CAL2533 O
IN. V Ad A (SEE CONSTRUCTION PLAN) AVAILABL UGH OUICKCRETE. (909) 737-6240. SEE DETAIL S, SHEET L-3
3. CATCH BASIN PER CIVIL ENGINEERS GRADI LANS.
''+' 4. CONCRETE FOOTING PER ELECTRICAL ENGINEER.'S PLANS. 2. CON UWCURB: 10, POURED -IN-PLACE(, TE RETAINING WALL TO MATCH HEIGHT AT ADJACENT U
4. 6"x6" CONCRETE MOW CURB. URAL COLOR HEAVY BROOM FINISH ACCESS WALKWAY, NOT TO EXCEED 4,99%. SEATWALL. SEE DETAIL T L-4.
DRAIN LINE WITH VR. 3WEEP NOTE: 5. ELECTRICAL CONDUIT, SEE ELECTRICAL ENGINEER'S PLANS. CROSS SLOPE NOT TO EXCEED 2%. tl
CONNECT TO DRAINAGE SYSTEM CONTRACTOR UMB AND LEVEL FOUNTAIN DURING 5. CONCRETE FOOTING. SIZE PER STRUCTURAL ENGINE 11. CONCRETE MOWSTRIP. SEE DETA EET L-3.
2" INSTALLATION AS MANUFACTURER'S SPECIFICATIONS 6. ADA SCORE LINES, SEE DETAIL Q, SHEET L-3. 4. 16" SQ STUCCO PILASTER. SEE DETAIL N, SHEET L-4.
mNrc TiST 6. CHANNEL DRAIN PER CIVIL ENGINEERS GRADING PLANS.
r, . SUPPLY LINE WITH ,' R SWEEP AND LOCAL CODE, 12. BASKETBALL POST, BACKBOARD AND POS . ETAIL E, SHEET L-5
SUPPLY
LINE PVC LINE FROM 7. 4" THICK (MIN,) CONCRETE PAD, NATURAL COLOR, MEDIUM BROOM FINISH, FOR LIGHT POLE, 7. FINISH SURFACE. 5. CONCRETE STEPS. SEE DEETAIL M, SHEET L-4.
_ - - - RESTROOM BUILDING DRINKING FOUNTAIN WA INE WILL BE CONNECTED TO 13. DASHERBOARD SYSTEM wi VINYL COATED FENCIN
' THE SEWER LINE VIA N AIR - OR TRAP PER 1998 8. FINISH GRADE, S. FINISH GRADE. 6. ADA COMPLIANT HANDRAIL. SEE DETAIL P, SHEET L-4.
• CALIFORNIA PLUMBING CODE MANUFACTURER'S 7. POURED -IN-PLACE CONCRETE RETAINING WALL WI 42" HIGH TUBULAR STEEL FENCE 14. IN-LINE ROLLER HOCKEY RINK, SEE SHEET L-6.
LISTED INSTRUCTIONS. 9. METAL SHIELD TO COVER BOLTS. INSTALL AS PER MANUFACTURER. 9. COMPACTED SUB -GRADE PER SOILS ENGINEER'S REPORT. ABOVE, SEE DETAIL K, SHEET L-4. 15, LANDING NOT TO EXCEED 2% IN ANY DIRECTION,
INSTALL GATE VALVE ON SUPPLY
RIUrz AND RCATIONOCATE IN VALVE BOX REST WIDTH PER MAUFACTURER'S NOTE: VERIFY LIGHT FIXTURE BASE DIAMETER PRIOR TO CONSTRUCTION OF CONCRETE PAD, 10.3/4" CRUSHED GRAVEL,1 CU.FT, PER LIN. FT. 8. TUBULAR STEEL FENCE. SEE DETAIL L, SHEET L-4. 16, CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR LAYOUT AND FINISH. !q,.
RECOMMENDATIONS- .
■
17. CHANNEL DRAIN PER CIVIL ENGINEERS PLANS.
HAWS #3330 FOUNTAIN DETAIL LIGHT POLE PAD SPECTATOR SEATING/RETAI I G ALL SPECTATOR EAT( G PLAN VIE
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
6 4 5 9 10
1 4'-0" f
12"
10
1 4 8 1
-- - -- - SAME HEIGHT_---__=.� ° a
a 6 2 6 a' 1%010 00 1
'-^�' •a ti 1%
0 SLOPE
11 if LIU, 11
3 4n 6.. 6.. 4" 3 LEGEND: - T _ ' -� ►neX" 3
7 3 6 E END 3 M K1
ORCO
A 4' . RESTROOM IL CA ALL TO TERMINATE - - - - - - , - - - ,
JO
10
LOR TO MATCH
9 WITH RADIUS E MATCH SIDES. CORE DRILL ---
1%
12"
LEGEND: . CAP WHERE LAR STEEL (FENCE POST OCCUR, 5 6
a ' 2 AND GRO LID, COLOR TO MATCH CAP. 9 _ _ 8 ? -
1. ADA -ACCESSIBLE PICNIC TABLE MODEL S535, AS A T- e
° ° : a . 2. TUB STEEL FENCE, PER DETAIL L, SHEET L4. o 4 ' _
MADE BY WABASH VALLEY. AVAILABLE THROUGH DAVE : ' : '' : ' : s ST IN SLEEVE AND GROUT SOLID, n,
BANG ASSOCIATES, (800) 669-2585, COLOR TO BE BLACK. 5 7 4 t0" TN(CK POURED -IN-PLACE CONCRETE WALL,
ELEVATION A' ALLOW SIX TO EIGHT WEEKS LEAD TIME.
(./ (VARIES. REFER TO GRADING PLAN.
7
4 7 8 4 2. 2.318" DIA. PICNIC TABLE FRAME. 5 0MMOW CURB PER DETAIL D, SHEET L-3, LEGEND;
3. GALVANIZED ANCHOR STRAP, 318° THICK X 4"' WIDE,M 4. 'S ASPHALTIC EMULSION. 1, 1 112" x 2" TUBULAR STEEL TOP AND BOTT0M 24" 12" LEGEND:
FABRICATED TO FIT FRAME OF PICNIC TABLE (4 PER 3 6. TINUOUS CONCRETE FOOTING PER 2. 5/8" THICK TUBULAR STEEL PICKETS SET (BLE. 1. 1/2" MAX. RADIUS ON ALL STEP EDGES TO MATCH RADIUS ON WARNING STRIP.
LU
2" 2" TABLE}. LEGEND: • . E ERS PLANS. MAX OPENING NOT TO EXCEED 3 7/8". 2. #3 NOSE REBAR.
n
2 4. 1/2" X 3" STAINLESS STEEL ANCHOR BOLTS. 1. 10" THICK POURED -IN-PLACE CON E RETAINING SEATWALL w @ TOP EDGES. a 7. FINISH EJSURFACE SEE CONSTRUCTION PLAN. 3. 2 SO TUBULAR STEEL POSTS. SET IN 12 NTO WALL AND GROUTS 3. 1/4" THICK FULL DEPTH POLY FOAM EXPANSION JOINT WITH THIOKOL BEAD.
TACK WELD TO ANCHOR STRAP, 2. NATURAL COLOR HEAVY BRO INISH CONCRETE ACCESS WALKWA SLOPE 8. COMPACTED GRADE PER SOILS ENGINEER'S 4. RETAINING WALL. HEIGHT VARIES RTO GRADING PLAN. 4. COLD JOINT.
TO BE 4.99 /a. CROSS SLOP T TO EXCEED 2%. REPORT.
3 5. 112" STAINLESS STEEL WASHER. 5 5. #4 REBAR AT 16"MID DEPTH.
3, CHANNEL DRAIN PER ENGINEERS GRADING. :• = 5. 36" HIGH HANDRAIL PER ADA MIN CLEARANCE FROM WALL TO BE 1 1/2".
HANDGRIP TO BE NO LESS N 1 1/4", NOR 11/2" MAX AND SHALL BE SMOOTH w/ 6. EXTEND REBAR 6" INTO CONCRETE SLAB TO FORM CONNECTING DOWEL.
6. LEAD ANCHOR. DRILL CONCRETE TO ACCEPT 4. 6"X6" CONCRETE M URB. e COMPACTED SUB -GRADE.
5 NO SHARP CORNERS. S TAIL P, SHEET L-4, 7. 90%AO 111111,
(D ANCHOR AND BOLTS. 5. CONCRETE FO G. SIZE PER STRUCTURAL ENGINEER. 6 , :.'- NOTE: 8, CONCRETE SLIP RESISTANT FINISH SURFACE, MEDIUM BROOM FINISH OR EQUAL.
REFER TO CIVIL ENGINEERS PLANS FOR S'1 TURAL 6. SLIP RESISTANT C ETE STEPS w/ WARNING STRIPS AS REQUIRED PER ADA CODE,
4' 6 7. CONCRETE PAD. THICKNESS PER STRUCTURAL SOILS 6. 1/2" FULL- H PAPER EXPANSION JOINT W/THIOKOL BEAD, REINFORCING AND FOOTING SIZE. SEE DETAIL M, L-4, REFER TO CIVIL ENGINEERS PLANS FOR FINISH SURFACE 9. SLIP RESISTANT TREADS,
REPORT. SEE CONSTRUCTION PLAN FOR LOCATION. 7. FINIS FACE. WALL FINISH WALL CAP/FINISH AND HMHTS ARE ELEVATIONS,
BE PER LAN
[�$CAPE PLANS. 10. CONTINUOUS ALUMINUM NON -SLIP BARRIER FREE NOSING OR APPROVED EQUAL,
7 ° 8. FI GRADE. 7. ROLLE KEY DASHER BOARD SYSTEM W/ VINYL COATED CHAINLINK FENCING, NOSING MUST BE NO FURTHER THAN 1" FROM EDGE OF TREAD. CONTRACTOR TO
8. 9010 COMPACTED SUBGRADE. EPDXY PAINT YELLOW WARNING STRIPE ON ALL TREADS.
8 9 MPACTED SUB -GRADE PER SOILS ENGINEER'S REPORT. NOTE:
REFER TO CIVIL ENGINEERS PLANS STRUCTURAL 8. P D IN PLACE CONCRETE SEATWALL AND CONCRETE MOW CURB. BARRIEP, FREE NOSING AVAILABLE FROM:
3/4" CRUSHED GRAVEL, CU.FT. PER LIN. FT. REINFORCING AND FOOTING SIZE. SAFE-T•METAL COMPANY
SECTION AN 11. 2 COATS WATERPROOF ASPHALTIC EMULSION, INISH SURFACE. 261 JERICHO TURNPIKE
WALL FINISH AND HEIGHTS ARE TO BE PER MINEOLA, NEW YORK
LANDSCAPE PLANS. 10. 30" HIGH STUCCO PILASTER. SEE DETAIL N, SHEET L-4, (800) 886-7238
NOTE: CONTRACTOR TO ALLOW SUFFICIENT LEAD TIME FOR ORDERING.
PICNIC TABLE SPECTATOR S E A T I NG ACCESS RA P P. I. P. ET. ALL W/ 42" G ARD RAIL RET. LL �° 42" GUARD RAI L CO C. STEPS ■
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
3" RADIUS 1 21.1
1
6 2"
3
2 �FT�K (2F G,pN '[E
3 @PROPERTY LINE
N nl
3" RAD. @ CORNERS, N
LEGEND: TYPICAL N �- 0 12"CURB �-
1. ORCO PRECAST CONCRETE COLUMN CAP MODEL #618PC60. 1 1 LEGEND; t2" F�EVATIQN +�.
COLOR TO MATCH WALL CAP. MIN. I LEGEND:
12 �, _ _ _ _^= = 2 1, 10x4x8 ORCO PRECAST CONCRETE MUSHROOM CAP. COLOR TO MATCH �. _PIAN VIEW 1
2 r 1. 2" SQ, GA. TUBULAR STEEL, TOP &
2. 16x8x16 CONCRETE COLUMN BLOCK. KEY FIRST COURSE I MATCH TO ADJACENT �. , _ w
INTO FOOTING. GROUT SOLID. 3 RESTROOM BUILDING, GROUT SOLID, COLOR TO MATCH CAP, i I FENCE OR WALL a' - BOTTOM RAILS. / \
= 2, 5/8" SQ. 12 GA. TUBULAR STEEL FENCE
3. STUCCO FINISH. COLOR AND TEXTURE TO MATCH 4 Q A' 11 'p ,
3 2. #4 REBAR HORIZ 0 (3) PLACES AS SHOWN. EXTEND INTO I PICKETS @ 4" O.C. MAX. TYPICAL. 4"CLR.
RESTROOM BUILDING. po - g ADJACENT PILASTERIFOOTING WHERE APPLICABLE. _ _
TREAD MAX. OPENING ALLOWED BY CODE.) f `
4. #4 REBAR HORIZ. EXTEND FROM WALL INTO PILASTER AND 5 - - • - : ' 6 , 4 3. #4 REBAR HORIZ Q 24" O.C. EXTEND INTO FOOTING AND ALTERNATE _ _,` +� IDH f2" 3, 2" SQ. 12 GA. TUBULAR STEEL FENCE POST
SEE PLAN FOR STRAIGHT
BEND AS SHOWN, �� ka p BENDS AS SHOWN. .° _ 2
6 11 7 , 5 10 �- "� I OR ANGLE CONFIGURATION. @ 6' 0 O.C. MAX.
5. #4 REBAR VERT @ CORNERS. EXTEND INTO FOOTING AND o 4. Sx8x16 CONCRETE PRECISION BLOCK, KEY FIRST COURSE INTO - - 4, UNDISTURBED OR RECOMPACTED
BEND AS SHOWN, 7 p -9 p FOOTING. GROUT CELLS SOLID WHERE STEEL OCCURS. °':•' r _ _ _ _ *' _ _ SUBGRADE PER STRUCT. SOILS REPORT.
r p 5. STUCCO FINISH. COLOR AND TEXTURE TO MATCH RESTROOM BUILDING. ° 5 CON EVE E FOOTING.
OTIGOFFOOTING
SHALL ■
6. 114 THICK FULL DEPTH POLYFOAM EXPANSION JOINT
p 6. 1/4" THICK FULL DEPTH POLYFOAM EXPANSION JOINT, :m 3 CROWN TOP 1" AS SHOWN TO DRAIN. P®IM SS
7. ADJACENT PAVING, SEE CONSTRUCTION PLAN FOR '' A 4
FINISH AND LAYOUT. v E 1. w = Q U 6. 12" WIDE x 6" THICK CONCRETE
7, ADJACENT PAVING, SEE CONSTRUCTION PLAN FOR LAYOUT AND FINISH. MAINTENANCE BAND w/ #3 CONTINUOUS
B. #3 REBAR LOOP. w p s ~ ' `� - NOTE: REBAR. SET FINISH GRADE 2" BELOW TOP
8. CONTINUOUS CONCRETE FOOTING. POUR WITH PILASTER FOOTING. 5 8' HANDRAIL SHALL COMPLY OF CURBING.
9. CONCRETE FOOTING. POUR CONTINUOUS WITH ADJACENT -�® g WITH ADA REQUIREMENTS.
WALL FOOTING, 3" 9, 90%COMPACTED SUBGRADE. NOTE; 913IO3
° g CLR 9 10. FINISH GRADE. LEGEND: (;�'�'� OF ���! CALIFORNIA
10. 90 /° COMPACTED SUBGRADE. 3 KIT- ALL CONNECTIONS TO BE CONTINUOUS
t. CONCRETE STAIRS - SEE DETAIL M, SHEET L-4. WELDED, REMOVE ALL SLAG & SPLATTER &
11. FINISH SURFACE, CLR 9 16" 11. ADJACENT STUCCO PILASTER. SEE DETAIL N, SHEET L-4, - - - _ - - - - - - - _ : ' _ ' _ " GRIND ALL WELDS SMOOTH. ALLTUBING TO
11 1 2, 11/2'0 ROUND GALVANIZED STEEL HANDRAIL PAINT WITH 1 COAT OF PRIMER & 2 COATS OF - 4 HAVE ENDS WELDED CLOSED. PAINT STEEL
12, ADJACENT STUCCO WALL. SEE DETAIL 0, SHEET L-4, 24" ENAMEL. COLOR TO BE SELECTED BY OWNER. EXTEND 12" BEYOND TOP RISER AND (1) TREAD ' 0 4 : . : WITH (1)) COAT ZINC CHROMATE PRIMER & WITH DRAWN BY; SCALE: AS NOTED
lo.10 WIDTH + t2' BEYOND BOTTOM RISER. N - a ��ONCOATS 7ANA APPROVAL). (COLOR PER CITY OF MSS RO' SENA P ARK EAST �� �� N/A
3. GRIND SMOOTH ALL WELDS AND CORNERS. 1 O -ACRE PARK (TR. 1 5 42) LOT A
6 5 DESIGNED BY. ' DATE: pp ;" ■
4. CONCRETE FOOTING. GPD 9/3/03
5. 2" DIA. ROUND GALVANIZED STEEL SLEEVE - FILL WITH POR -ROCK AFTER SETTING HANDRAIL, CHECKED BY: APPROVED B DA /� / •� DWG. NO,: 17 0143-4
NOTE: DO NOT WELD HAND RAILING TO PIPE SLEEVE, SQ• �[
UAE CITY ENGINE R.C.E. 51152 EXP. DATE 12/31/03 34�' 26 � � ■ i i
m (
PILASTE @ STAIRCASE RET. ALL @ STAIRCASE A RAIL DETAIL TUBULAR STEEL FENCE W/ CURB( G
L-4
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
SCALE: N.T.S.
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