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HomeMy WebLinkAbout3989-106'l-DECORA TIVE _,RELA1N#VG WALL PER L.S. ARCHITECT 06 REQUIRES aF-PAPATE PERMIT--) 04 10, lr a 02 ILKYWA Y 00 cw 98 LEVE 96 --�—XIST GROLM 94 -SECTION A -A SCALE. 1"_-10' SEC RON D - D SCALE: l`_-10' EXIS T Fu 08 02 COLUMN LINE 34 32 La 2-5 mm — 450 mrn 00 00 1 02, 2% — 9� Lx EXIS, T 28 00 14 _jIa 98 PROP, SECTIC. �_-POINT U -M PUWC WOMM r -SECTION REV Im FL x J -J ft 'A IS I A CURB �l a I CATCH, "ON (s) - — — — --1 POINT P POIN-7 0--/ 06 POINT culs— PMT A---'� T 8 POINT E nINT F -4-0010,l 4 OF ILOW WNT A i2 CURB OPENING— CATM BASIN (S) C� CURB 7POINT 7A_-�7'�j POINT E_ OWWWN Of MOW T i ice' 06 06 04 04 1 02 02 LINE 34 32 La 2-5 mm (11 Igo mw 450 mrn 00 00 Aq —DIRECTION OF FLOW 98 98 EXIS, T 28 '—POINT —fluant a D LINE 34 32 La 2-5 mm (11 Igo mw 450 mrn PROP. & G PROP. 1�� R '--POINT a VAR.- AI —DIRECTION OF FLOW Z75 6rCb_,6v6��j —2Z— — I EXIS, T 28 26 14 _jIa DE7EN77ON BASIN 26 !_ECTIONA-A SECTIC. �_-POINT PROW. �lw W, Twl. D PUWC WOMM r _fLow LINE REV Im —POINT 0 & \—POINT a —Dhv-mm OF Pow 2 a 4 112' TUBULAR STEEL /FENCE PER LANDSCAPE ARCIST EC T'S PLAN 6'rDECORATIVE RETAINING WALL PEP, --L.S. ARCHITECT REQUIRES SEPARTE PERMIT —40' -zi I 2'# 20; 31.5' RETA.INING WALL PER 14 L.S. ARCHITECT 12 10 REQUIRE S SEPARATE EO MI t 7- -D.1111AIA 10 1.3y -- — — — — np BENCH BENCH 1% MAX -NCH 5X, X 1% MIN 2Z 5% MAX — — — — — — — 22 20 — — — — 18 FF= 15.50 16 PAD=14.6 I —fluant a 1 ------------ - —12— — --- LINE 34 32 La 2-5 mm (11 Igo mw 450 mrn PROP. & G PROP. 1�� (1,v) so mm CURB VAR.- AI FACE + 14 Z75 6rCb_,6v6��j —2Z— — I EXIS, T 28 26 14 _jIa DE7EN77ON BASIN 26 !_ECTIONA-A SECTIC. AMEMICAN PUBLIC LS AWSOCIATIC PROW. �lw W, Twl. LOCALDE PUWC WOMM r AT CAT( REV Im FL a 4 112' TUBULAR STEEL /FENCE PER LANDSCAPE ARCIST EC T'S PLAN 6'rDECORATIVE RETAINING WALL PEP, --L.S. ARCHITECT REQUIRES SEPARTE PERMIT —40' -zi I 2'# 20; 31.5' RETA.INING WALL PER 14 L.S. ARCHITECT 12 10 REQUIRE S SEPARATE EO MI t 7- -D.1111AIA 10 1.3y -- — — — — np BENCH BENCH 1% MAX -NCH 5X, X 1% MIN 2Z 5% MAX — — — — — — — 22 20 — — — — 18 FF= 15.50 16 PAD=14.6 I MOTE. 1. ALL EXPOSED EDGES SMALL BE ROUNDED TO A 15 mm fl4ALF INCH) RADIUS.. 2, THE CURB FACE AT POINTS A AND D SHALL SE THE NORMAL CURB FACE Of THE ADIACENT CURB. THE CURB FACE AT POINTS 8 AND 0SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURS PLUS 4 (SEE APPLICABLE CATCH BASIN STANDARD PLAN). FXISTING STREETS WHERE NO PAVEMENT PEMODEUNG IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISmED STREET SUR FACF_. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED - THE ELEVATIONS OF POINTS f AND 6 SHALL SE SET H, HIGHER THAN THE GUTTER FLGW LINE ELEVATIONS - AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HISHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET '141 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW UNE, WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF PW`IT- E SHALL BE SET Ha HIGHER THAN THE FLEVATION AT THE NEAREST TOE OF CURB. S. DIMENSIONS; H - NOTED ON THE PROJECT PLANS. H, - NOTED ON T PROJECT PLANS, H2 - NOTED ON THE PROJECT PLANS. Hs - NOTED ON THE PROJECT PLANS, G - 600 mm (2 Feet) K - 1.5 in (a Feet) L - L. m (6, Featj M - 1.2 in (4 Feet) (5 F"ti CATCH BASIN IN FOR ONE CATCH BASIN OR DISTANCE SETWEElf EXTREME END WALLS FOR MUTIPLE CATCH SASIS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm 48 INCHESL 6DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UN11-6 ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS A -RE USED, ALL VALUES USED fOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES, IF ENGLISH UNIrS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. . - - . I - - 9 A 9 l-qvllrLnaqjA r.?% STAMAPD PLAN -4 METRIC LOCAL DEPRESSIONS AT CATCH BASINS 313-1 SHEET 4 OF 4 _f4tNGZ COVER AT W Top OF RAVIE -T IN' ET INLE L ME TYPE 2 TYPE 1 152— PEP OR IMADINe, SEE NOlt 8 \ 1 PLAN—, (24') 00 SECTION A INLIET TYPE 2 250 m SAR 0- 150 knm mill SEC 7MT INLET TYPE DETAIL OF ANCHOR j�4 75 mrn Clipa r5AC%_�­ _l_. r– CAME rl I FACE r-_-ANCd0R _4 FL POINT Al POINT N a '\--POiNT P POINT A PLAN 1-10 ' 1 ------------ - —12— — --- 34 32 PARKING EXIf T FG PRrf---� 6pq0p­ql CURB j Pv?0A ,,--7FENCE— PER THE T FG D -SIN j4 -32 561, PROP. & G PROP. 1�� CE S&710AIA I O�T JC PROP V C —Olz — — 30 28 Z75 6rCb_,6v6��j —2Z— — I EXIS, T 28 26 14 PROR---, PROP, F'1I, rs 6 DE7EN77ON BASIN 26 24 S,L5EWXrj 12 24 22 20 20 22 FL 10 J -J 18 08 -SECTION SCALE: l"_-10' 16 MOTE. 1. ALL EXPOSED EDGES SMALL BE ROUNDED TO A 15 mm fl4ALF INCH) RADIUS.. 2, THE CURB FACE AT POINTS A AND D SHALL SE THE NORMAL CURB FACE Of THE ADIACENT CURB. THE CURB FACE AT POINTS 8 AND 0SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURS PLUS 4 (SEE APPLICABLE CATCH BASIN STANDARD PLAN). FXISTING STREETS WHERE NO PAVEMENT PEMODEUNG IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISmED STREET SUR FACF_. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED - THE ELEVATIONS OF POINTS f AND 6 SHALL SE SET H, HIGHER THAN THE GUTTER FLGW LINE ELEVATIONS - AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HISHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET '141 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW UNE, WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF PW`IT- E SHALL BE SET Ha HIGHER THAN THE FLEVATION AT THE NEAREST TOE OF CURB. S. DIMENSIONS; H - NOTED ON THE PROJECT PLANS. H, - NOTED ON T PROJECT PLANS, H2 - NOTED ON THE PROJECT PLANS. Hs - NOTED ON THE PROJECT PLANS, G - 600 mm (2 Feet) K - 1.5 in (a Feet) L - L. m (6, Featj M - 1.2 in (4 Feet) (5 F"ti CATCH BASIN IN FOR ONE CATCH BASIN OR DISTANCE SETWEElf EXTREME END WALLS FOR MUTIPLE CATCH SASIS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm 48 INCHESL 6DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UN11-6 ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS A -RE USED, ALL VALUES USED fOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES, IF ENGLISH UNIrS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. . - - . I - - 9 A 9 l-qvllrLnaqjA r.?% STAMAPD PLAN -4 METRIC LOCAL DEPRESSIONS AT CATCH BASINS 313-1 SHEET 4 OF 4 _f4tNGZ COVER AT W Top OF RAVIE -T IN' ET INLE L ME TYPE 2 TYPE 1 152— PEP OR IMADINe, SEE NOlt 8 \ 1 PLAN—, (24') 00 SECTION A INLIET TYPE 2 250 m SAR 0- 150 knm mill SEC 7MT INLET TYPE DETAIL OF ANCHOR j�4 75 mrn Clipa r5AC%_�­ _l_. r– CAME rl I FACE r-_-ANCd0R _4 FL POINT Al POINT N a '\--POiNT P POINT A PLAN m in REMSION, DESCRIPnON 5'—+ RETAINING WALL 61 9'± TUBULAR STEEL FENCE 70 PER L.,5a ARCHITECT PARKING REQUIRES ,'SERA RA TE PERMIT 16 WALKWA Y PROP. FS 14— — — — -- 12 -- — — — — — �EJT: CROUND 10 08 06 SEC TION F- F SCALE: 1'_;_­iW -1-11-X1151. umuurvu z----------- 17' 1 80 -MOO - LIV-1 1000 mm (111, PARKING EXIf T FG PRrf---� 6pq0p­ql CURB j �--17 2'— PARKING 26 2% 26 16 TC GRADE UNE AS 16 24 — — — — 24 14 PROR---, PROP, F'1I, rs 6 SHIM ON PROFILE 22 TOP -OF CURB 12 A TOP -OF DiRS r -FL 20 20 10 FL 10 18 18 08 08 16 POINT P POIN-7 0--/ 06 POINT hA POINT N PROFILE SEC TION K- K SECTION L -L SCALE- l`_-10' /—GALVANIZED SIM P-MWALK /—AMSH ANGLE rnm IPM S = 750 wn (30') AND LM z-JSE 2 EAE3% MO.'ti. 01ESSE, USE 3 2ME, 2AT3tR !02 ,-SEE NO'TP- 8 3W f1f) 4501191 240 (7- 240,0; f ON 15 120 mm (4e) M-0 LESS, to L­� 240 USE C4514_5 d mfn _017 21 NO Cr' To MAUH SECTION A -A 10% 421 xLLCL— cmdm, e - mo mm (4), USE M06417 Emlflm (3-112'xYxI12) j5ALVAWZE0 nn "LE 13H :225 LL/27 'L_ I s is) rnm 4 BARS AK IOhl (#3). t 0 420 m 4N I I IBM f7t) 112013-1121 SE%C'TION B-8 m in REMSION, DESCRIPnON 5'—+ RETAINING WALL 61 9'± TUBULAR STEEL FENCE 70 PER L.,5a ARCHITECT PARKING REQUIRES ,'SERA RA TE PERMIT 16 WALKWA Y PROP. FS 14— — — — -- 12 -- — — — — — �EJT: CROUND 10 08 06 SEC TION F- F SCALE: 1'_;_­iW -1-11-X1151. umuurvu z----------- 17' 1 80 PARKING EXIf T FG PRrf---� 6pq0p­ql CURB j �--17 2'— PARKING 26 2% 26 16 16 24 — — — — 24 14 PROR---, PROP, F'1I, rs 6 14 22 22 12 A 12 20 20 10 10 18 18 08 08 16 1-6 06 06 SEC TION K- K SECTION L -L SCALE- l`_-10' SCALE. 1�_-10' NOTES 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. 2IF THE TOE OF SLOPE IS A'OWED WITHIN THE R/W, !NLET TYPE 1 SEC -INS AT THE TOE RATHER THAN AT THE RI -W LINE. 3 THE 600 rnm (24-' EXTENSION BEYOND FOR OPEN OITCH (TYPE 2), 1 THE R/W LINE IS NOT REQUIRED WHEN eACK OF WALK IS 600 rnm (24"1 OR MdRE FROM THE R/W UNE; HOXVER, THE PIPE SHALL EXTEND TO THE R/W UNE IN ANY EVENT. 4, TOP OF INLET STRUCTURE (7-yPEE 1 & 2) SHALL BE FLUSH IMTH ADJACENT SURFACE ViERE PRACTICAL. 5 A HEADED STEEL STUD 16 mm x 160 mm WITH A 25- mrin HEAD (5/8" x 6-3/8% 1' HEADS ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. & NORMAL CURB FACCE AT POINT M AND Q. CURB FACE IS 8 � 125 mm (5" AT POIN T N AND P. 7, THE 75 r (31 LEG OF THE ¥6 rnm (5/8") DIA ANCHORS ISHAIj- SE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE � 2,07., 9, DIMENSICONISIA 01*4 ON THIS PLAN FOR MFTI ICI AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS A USED, ALL VALUES USEED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH US ARE USEO, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENOLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOP ASTIA 615M STEEL- 'S ASSOCIAMN - SOMERN FORNIA CHAPTER STANGARD PLAN MET= PARKWAY DRAIN 151- SHEET 2 OF 1 2 DAtEI ENaR.1 clrTry I ATE 121 I E_