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HomeMy WebLinkAboutPP3.5 LANDSCAPE DETAILS OR QNAL SURVEv OR T LE AT ACCJRATE 0000p000000ppppppo 0 F l pq o0000 g' o00o c� �R\T Z 6R�Cy0 °o°o 0 0 op O� o0 0 N o �o S o U IN a ° LA-16536 �o 0 00o F 25 V�oo w oo O �000 � c0 0000° o�0000 '4oa�moo 0 Z Z 0 w a M E w j � ° o m � o _ cn ID C.v O 07 O I Y2" 50. TUBE STEEL 1�n✓y �a � E u = �Co C? � o RAIL �kh � = 2 � E .6 a = tncb � L z >1 S:CO CD—0 �C] o 2' ID w y or ,°-mod �� N z 0 o m ca .I m 3 = CO z 1/2" 50. TUBE STEEL r [�d���� w r ° PICKET r7i� -' ,�sw . . LL a n cs W LL AT 4" O.G., TYP. I o ��` — • • — SOLID I 6 TALL SOLID W L EGOSTONE SIMTEK NOTE: THE BERM AND WALL NOISE ABATEMENT BUFFER WILL BE IN COMPLIANCE WITH ALL OF THE FENGE/WALL OF GRAY > STANDARDS LISTED IN UDG II-3H-40. GRANITE COLOR. , 2 50. TUBE STEEL POST AT 6 O.G., TYP. I. THE BERM/WALL WILL BE APPROXIMATELY PARALLEL TO THE STATE HIGHWAY. J *z TR �i 7 !� pi F 2. THE TOP OF THE BERM OR BERM AND WALL IN COMBINATION WILL BE A MINIMUM OF TEN (IO) �, �� �,,Cy�y �;; Y P �. FEET) HI6HER THAN THE ELEVATION AT THE CENTERLINE OF THE STATE H16HWAY. �; �^u , ,; o CONCRETE PAVING �� �'_ �e' eeA OR LANDSCAPE s1 p 3. THE WALL PROPOSED WILL BE THE PRODUCT: GRAY GRANITE COLORED ECOSTONE WALL BY FINISH GRADE, REFER SIMTEK. MATERIAL PROPOSED WILL BE OF APPROPRIATE SOUND ATTENUATING MATERIAL. TO PLAN C;1 � �; gyp- ?Yt` a�`1� o K ��N 4. THE WALL WILLL BE 5TA66ERED EVERY THREE HUNDRED (300) LINEAR FEET MINIMUM, AND �� siy�F� ., �i a Q PROPOSED Z 5UBJEGT TO SUBSECTION (0)(3)B OF UDG II-3H-40, THAT PROHIBITS BREAKS IN THE WALL �`" ��ati�s -'��ri«�` CO - � � �� �� RESIDENTIAL 00 EXCEPT AT THE MGBIRNEY CANAL, IN WHIGH THE IRRIGATION DISTRICT WILL NOT ALLOW Ll �� `t��° s " � �;� z PROPERTY CONSTRUCTION OR ALTERATION. LAN05GAPE PER PLAN 0 FINISH GRADE SLOPE— 7 7 _ —� =11 ==1i1 w 2:I MAXIMUM PLANTER BED —11=11=11=11=1 =11=1 =1l1= =11=11I— m GUT EDGE 111 -,,,11 =1i1=111- SLOPE W � - - - - 111 n�ul nl-- III-liIII - _lu„ lii, llll lli li LANDSGAPE BERM Copyright©2025 Z I—I�I-111—I T I_111—��'— ' _ —I I1=11111 III=11111=' —' —III=III 11�111=1 All rights reserved. Reproduction or use in any form Q Q I O GONGRETE SIDEWALK TO =1 II III II 1 p —1 1iillllllllll ICI — or by any means without written permission of W MATCH MERIDIAN ROAD =111111111I1II1111II11111�I11illl-l�l=' I w -'illllllllllllllll=III— Breckon Land Design,Inc.is unlawful and subject to 0 MERIDIAN ROAD CENTERLINE ELEVATION _=IIII1111111III1 11=III-1 — m �11-ITI�I1—ITI�11—_ criminal prosecution. J N BORROW DITCH — T�I -1' —n MITI—n MITI—n a =1�L=1111111�11�11T1—ICI-I —ITI ,I1=1TI�11—III w - - - - - - - - - - - - - - - - - - - - - - - - — - - — = 1=111=III=11 III=111= =111— �11=IIIIII=111�11=111�11=111�11=11E =1 Ll _ _ _ MERIDIAN ROADlil-n�lil_n�lil_n�lil-1 - - z _ _ _ _ — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =111=n�111=111=111=111=111=111=111=111=111=111=111=111=111=111 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 11-11 __- - - - - - - - - - - - - - - - - I I=i a=1 I I=i a=1 I I=i a=1 I I=i a=1 I I=i a=1 I I=i a=1 I I=i a=1 I I=i a=1 I I=i a=1 I I=i a=1 I I=i a=1 I I=i a=1 I I u i=1 I I=i a=1 I I=i a=1 11= =1 11= =1 11= =1 11= =1 I I=1I I=1 I I=1I I=1 I I=1I I=1 I I III=1 I I=1I I=1 I I=1I I=1 I I=1I i=1 I I=i a - -� 10' LANDSGAPE STRIP _ o Z $, w z NOTE: 10'-0" 15'-0" o 1) FINISH SHALL BE MANUFACTURE'S POWDER GOATIN6. SUBMIT COLOR SAMPLE FROM FULL COLOR 10'-0" 10'-0" O ° H PALETTE FOR OWNER APPROVAL PRIOR TO ORDERING. 2) GONGRETE POST FOOTING SHALL BE 12" MINIMUM DIAMETER X 36" DEEP (4500 PSI). 3) ALL FIELD WELDS SHALL BE GROUND SMOOTH AND POWDER COATED TO MATCH ADJAGENT C SURFACES. 22'-0" 25-0" 4) CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY DE516N PROFESSIONAL INW PRIOR TO INSTALLATION. TUBE STEEL GATES SHALL BE POWDER COATED - COLOR AS DIRECTED BY OWNER. p 'L U) Q > �J w W �J J z TUBE STEEL FENCE BERM ADJACENT TO MERIDIAN ROAD o0 ICE co — 3 Sale: 1/4" _ -O" Q CROSS SECTION 00 Cl) 3: Ow w Z0 o LU < LL, o > oO_ B rr Q F n I"x4" CEDAR BOARDLn rn V B 2"x4" CEDAR TOP RAIL LU < C) V, �i SECTION A-A� 2-3/8" PIA. 16 GAUGE GALVANIZED STEEL POST o CD Ir Q 0 A A 5 c L E CHAMFER PICKET TOP; > BY OWNER 0 1"x4" CEDAR BOARD Q L_ o SPACE 1/2" APART 0 I c (0 2"x4" CEDAR TOP RAIL SET 12" BELOW TOP OF co POST 0 51MP50N PIPE GRIP D TIES FEE � N O � MIS ti 1 II 2"x4" CEDAR BOTTOM RAIL SET a o o°� °► o =1I1II - � \ ymo —III— 12" ABOVE FINISH GRADE ` y W W° c g _ UJ `V IIIII a = SET FINISH GRADE AS SPECIFIED In I- II =11 �W�/ ma �Qom 2-3/8" 16 GAUGE GALVANIZED J o g W C = POST, SET 8'-O" APART O.G. IIIIIIII a IIIIII: E L E VAT I O N —III— GONGRETE FOOTI N6 AS III III— =1 SPECIFIED -1 , ,, III REVISIONS ~ 6" A66RE6ATE BASE No. Date Description IJ J � 3�� 3» NOTE: 44 ,I GOMPAGTED SUB6RADE 0— 2 Q 1. REFER TO PLAN FOR FENCE LOCATION. 2. PANELS OF FENCE TO ALTERNATE SIDES AT EVERY POST. SEE SECTION A-A'. PROJECT NO.: r CEDAR FENCE 25012 B 2 Seale: /2"= -O" DRAWN BY: BE z CHECKED BY: 0 JB _ DATE: J 0 5/21/2025 w Ir o SHEET NUMBER ^ PP3.5 i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16