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W NO. 2019-106797 SITE DATA W W W WI W I W W Go W W LOT AREA: 38,185 SF (0.88 ACRES) WI 3 R4.00 WWW WWWIWW � WWW I C14W W WI W I W BUILDING AREA: 2,910 SFf 7.7% o rn 5 W W WI j W W I PAVEMENT AREA: 27,626 SFf 72.3% r7 LANDSCAPE AREA: 7,649 SFf 20.0% 25.00 W W I W W LANDSCAPE 30.00 R3.00 71.35 W W W W W WI I W W BUFFER PER /• �} LOST RAPIDS BUILDING DATA R3.00 R5.00 2 W W W W W I W W W W Q o 9.00 R3.00 W W W W W �W W J W W W SUBDIVISION C R4.00 R2.50 zl R3.00 W W W WIC W ,� ZONE: C-G (GENERAL RETAIL AND SERVICE COMMERCIAL) W 12.00 W W W WI W W W W W W W W W W IW W I W W d 19.00 W SETBACKS: 10 STALLS ^ V W W W 1• Wl• WI.H W y .H PUE FRONT YARD: 0' TO COMMERCIAL ' ! I W W 18.00 12.00 W W W W W I W W W W W SIDE YARD: 0' TO COMMERCIAL 122.38 4 1 W W W W W VI1 W W I W W W 3r REAR YARD: 0' TO COMMERCIAL W y W W W W W W W I W O W W W W _ W W I W •L W O W W W W W W W W W W W W W I W i I W PARKING TABULATION W 24.00 REQUIRED: 1 PER 500 SF OF FLOOR AREA C ��'^ W W W W 11'Y W I W W W W r'//=• W W W W W W W 25.00 FIR REQUIRED: 6 STALLS (2900 SF/500 = 5.8) SETBACK PROVIDED: 38 STALLS W W W I W W W I 2 ADA STALLS 5 W W W W WIW W W i W W Y W I 2 BICYCLE STALLS W W W W W I I 14.00 CANAL EASEMENT PER W W W W W W W W R2.00 W ' -�'W W IW W I W j INST. NO. (� W W W W I W II 114008299 W W W W lJ W W W � W I W W V W R4.00 W W W 1 W W . NOTES: (+� W ` 6 )," CJ ', ,� R5.50 W W WIW W W •Y W ;W W W W 1 PROPOSED 4' SIDEWALK PER APWA PLAN 231. R17.50 W69.8©W L W ► W O O 24.00 W W W W WIW W W W W W �W W 2C ALL ADA STALLS AND RAMPS TO BE INSTALLED PER ADA Z W W 28.47 W W W W W I W W W STANDARDS. Q W W 3 W W W W W W W -4 W Q W W W W W W IW W I W W I W W W W W W W W W W .� .I �. +I W 3C SURVEY ENCHMARK PROPOSED CURB & GUTTER PER APWA PLAN 205 TYPE E. B a- N:727560.76 W W W W W W W W W W W W W I W W I W E:2143465.92 w EL554.79 1_W W W W W •V W W W W W W W W W •Y W W W W W W W W W ,• „ W W W W W W W W W W W W W W W W W W W W W W W W W W 4C PROPOSED CURB PER APWA PLAN 209 TYPE P. Z W S89" 59 41.15 W W W W W W W W W W W W W W W W W W W W W W W W W W W Q 5C PROPOSED REVERSE PAN CURB AND GUTTER. W R20.00 Z 6C PROPOSED DUMPSTER LOCATION. Q JW (L � Z W0 - � Q S2 - O GENERAL NOTES: 1. CONTRACTOR SHALL CALL 811 PRIOR TO CONSTRUCTION. W W 2. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL a J EXISTING UTILITY LINES AND STRUCTURES PRIOR TO CONSTRUCTION. - 3. ALL PROPOSED WATER LINES SHALL HAVE A MINIMUM OF 5' OF COVER. M Z 4. ALL SEWER, WATER AND STORM DRAIN PIPES SHALL BE BACKFILLED WITH SELECT GRANULAR FILL AS PER CITY STANDARDS. 5. ANY OFF SITE DAMAGE TO EXISTING ASPHALT, CURB & GUTTER, LANDSCAPING AND ALL UTILITIES SHALL BE REPLACED IN KIND. Z 6. SEE UTILITY PLAN FOR CONSTRUCTION OF SEWER AND WATER LINES. 0 7. ALL WORK SHALL BE ACCORDING TO CITY STANDARDS. N 0 55\ONA� Fti av 'm I 15189 OF flNNY r�+�� 0 20 40 60 SHEET: - �F ...�� c -1 Scale in CONDITIONAL USE DATE: 7/7/2021 L: \Legend Projects\HB Boys - BK Meridian\-Sheet Files\BK MERIDIAN.dwg - - Jul 07, 2021-3: 45pm d z t M m / r m 0 W Y M LEGEND 2 U 0 d M LOT LINES (PROPERTY) - - - = z W EXISTING CURB AND GUTTER Z d a a z PROPOSED CURB AND GUTTER W d PROPOSED STORM DRAIN LINE SD z a EXISTING STORM DRAIN LINE - -SD- - d PROPOSED SEWER LINE 3 EXISTING SEWER LINE M PROPOSED WATER LINE d EXISTING WATER LINE Z 3 EXISTING FENCE - -X- - 1-4 _ _GRADE_ _ w / GRADE BREAK BREAK Z cc")2 � FINISH GRADE CONTOUR LINES - 4960 0 F ' coo Z oE � 61 / N to M EXISTING GRADE CONTOUR LINES -�- , 4960 z � ��� SLOPE A ' 1 4 FINISH GRADE SLOPE Z E TBC 2556.29 TBC 2556.14 t I W m w OD/ N 4 - M GRADE BREAK GB � W Z s 2 TBC 2556.58 cQ w x 3 a a INVERT ELEVATION IE �l ►n x a 3 TBC 2555.57 y y y S89t 17' 04.88"E W y y TOP OF GRATE TOG 261.513 W y _ - y y BOT 2555.97 TBC 2555.80 y y y y y ° -Ec y y y y y TOP OF ASPHALT TA y y y y y y S S y y y y � y y y I y y y TOP BACK OF CURB TBC �, y y o TBC 2555.86 p IW y TBC 2556.01 y y y y y y d °� _ PROPOSED PROP • TBC 2556.52 1 , TBC 2556.60 o y w y y MI EXISTING EX N I 556 DO TBC 2556.82 TBC 2556.80 y y 2 5 y y y I FINISHED GRADE FG o M N y y y FINISHED FLOOR ELEVATION FFE OD �rn Na 6.36 c� �`' �S y t BACK OF SIDEWALK BOW6.37 TBC 2556.76 /,cLl)o)\o TBC 2557.57 j a o 56.41 TBC 2556.82 TBC 2557.69 TBC 2557.61 ! `� LANDSCAPE AREA ;) o I TBC 2557.54 TBC 2557.61 z 6.707 W 1g� y �� TBC 2557.59 yl - y 25 CONCRETE AREAy y y y TBC 2557.52 CO o. y y 6? ! 285 yo I y s y ° TBC 2557.28 I \ I y y 2 TBC 2557.23 � Ij TBC 2557.33 y o yN y 3 o `II y TBC 2557.90 ^ y y I y �I cV CONSTRUCTION NOTE: - � W W y W TBC 2557.68 y y i y CONTRACTOR AND/OR EXCAVATOR TO PROVIDE AN XML FILE OF THEIR °° g3% y y 1 g5 y y yTBC 2557.90 I �v y y y y 1 o FINISHED GRADE MODEL FOR REVIEW BY LEGEND ENGINEERING. THE y y y y y TBC 2557.17 0' EXCAVATOR'S MODEL WILL BE EXPECTED TO BE WITHIN 0.05f OF THE _ TBC 2557.24 y y y y y y y y y o DESIGN SURFACE. LEGEND WILL REVIEW AND PROVIDE A COMPARISON s•s ys� SS TBC 2557.00 2 91 y y y y y y o } y ss•ci ss•ci ss•ci ss•ci ss•ci ANALYSIS TO BOTH THE EXCAVATOR AND THE CONTRACTOR. TBC 2556.96 y TBC 2557.46 y ly y co GL 1 y y y U) y y y y .1 1 C TBC 2557.11 y y TBC 2557.28 y y y y �o y N TBC 2556.83 y 95% y y y FFE=2558.07 1 ly `� I _ Z5 N y y y TBC 2557.68 6% W y oco .� �° 5� y y y 1 y y yLo O M TBC 2555.94 O l ; y ' y TBC 2557.97 TBC 2557.90 y I y j co` (� TBC 2557.90 y y y TBC 2555.73 y y _ y y y y y yl Ln N oo TBC 2555.72 SS 7 0 y y y " Nm 3 y 2 - TBC 2556.48 y - o Ely y y y y NU o ` ♦ 1 TBC 2556.76 32 gy y yy yW lyy yy y y yy y1 �yNd y- Q M Z Go N bTBC 2556.78 BOT 255564 CD D O BC 2556.42 -�° OT 2555. J ° TBC 2557.06\ IL N� r 2 � OT 2555.50 TBC 2557.13 BOT 2555.50 TBC 2556.72 I y 262.319 y y y y y y y y y y y y y /'✓ ; y w TBC 2556.60 RR y co6 y y y y y JS89• 59' 41.15)1W y y y y y J y y y y y y y y y� y y 3 0 (0 Q ea TBC 2556.70 7 IL I I TBC 2559.22 o�I I I � � Q W GENERAL NOTES: a 0 N I J I 1. CONTRACTOR SHALL CALL 811 PRIOR TO CONSTRUCTION. Z 0 0 I I ) t I 2 EXISTINGO CTOR UTILITYALL LINES AIFY ND SOCATION AND TRUCTTURES PRIOR TOON OF ALL CONSTRUCTION. Z 3. ALL PROPOSED WATER LINES SHALL HAVE A MINIMUM OF 5' OF Q COVER. W 4. ALL SEWER, WATER AND STORM DRAIN PIPES SHALL BE BACKFILLED J t� M WITH SELECT GRANULAR FILL AS PER CITY STANDARDS. Z 5. ANY OFF SITE DAMAGE TO EXISTING ASPHALT, CURB & GUTTER, d LANDSCAPING AND ALL UTILITIES SHALL BE REPLACED IN KIND. M Q Z I 6. SEE UTILITY PLAN FOR CONSTRUCTION OF SEWER AND WATER LINES. 7. ALL WORK SHALL BE ACCORDING TO CITY STANDARDS. m Q Z O1 CURB INLET CATCH BASIN 7 DETENTION BASIN 0 RIM=2555.07 O BOT=2555.50 N IE=2552.07 HWE=2556.00 N VOLUME REQUIRED=4,000 CF , W 2O CURB INLET CATCH BASIN VOLUME PROVIDED=220 CF IN POND + 3,780 CF IN RIM=2555.64 SEEPAGE BEDS IE=2551.55 3O CURB INLET CATCH BASIN RIM=2555.44 IE=2552.44 Sg\ONAC F 4O 18 CORRUGATED HDPE PIPE �vGENS ;r a m 5 INLET CONTROL STRUCTURE I 15199 RIM=2555.97 IE=2551.05 'p p 0 20 40 60 6O INLET CONTROL STRUCTURE OF @ kD RIM=2555.60 1" = 20' IE=2552.18 Scale in Feet SHEET: C-2 L: \Legend Projects\HB Boys - BK Meridian\-Sheet Files\BK MERIDIAN.dwg - - Jul 07, 2021-3: 45pm CONDITIONAL USE DATE: 7/7/2021 IL a � Z M m d \ m 0 LE Y U co 0 O LIL — — a PROPERTY/ROW LINE EXISTING CURB AND GUTTER z IL a 0 PROPOSED CURB AND GUTTER w d PROPOSED STORM DRAIN LINE z M EXISTING STORM DRAIN LINE PROPOSED SEWER LINE SS EXISTING SEWER LINE - -SS- - a ID PROPOSED WATER LINE W M EXISTING WATER LINE -W z EXISTING GAS LINE - -G- - 0., d M INVERT ELEVATION IE W W PROPOSED PROP Z CO c\j 0 F � "to FINISHED FLOOR ELEVATION FFE x I a z � E- 9 a N M EXISTING FIRE HYDRANT � W zCD °0 as tiv� O I � c ►n._ a I I EXISTING WATER VALVE z F c� I W EXISTING WATER METER WM [ w z co N a ►CQnxa3 EXISTING SEWER MANHOLE SS _S89° 17' 04.88"E _ _gyz - _. ,.261.513_ r- — — — — —i I PROPOSED FIRE HYDRANT EG a N -SD----_SD EG i PROPOSED WATER VALVE N S D I PROPOSED WATER METER • WM a. wl N i i MI PROPOSED SEWER CLEANOUT p N I I I II o I I PROPOSED SEWER MANHOLE OS L rO n I _ N tG M I M SEWER DESIGN NOTES: I n � ZI a l I O INSTALL 6"0 PVC SDR-35 SEWER PIPE AT 2% MINIMUM s PER APWA PLAN 431. I I n j al O INSTALL 4" CLEANOUT PER APWA PLAN 431. °° I O n Qnnn END ALL UTILITIES 5' FROM BUILDING, SEE PLUMBING PLANS a N L 3 1 I II � o FOR CONTINUATION -co + -1 W FL W W F W �I ® INSTALL 1,500 GAL. GREASE TRAP PER APWA PLAN 441. RIM=2556.03 a r J 6 6 2 7 IE=2553.00 j i N IE OUT=2551.38 I d I I it o I 1 _ I I � 36"GI 36"GI 36"GI 36"GI 36"GI N s~s s SS S S N INSTALL SAMPLING VAULT PER APWA PLAN 411. °° i _ RIM=2555.93 fip a I I 4 i IE OUT=2550.84 N I S 5 3 FFE=2558.07 © CONNECT TO EXISTING SEWER STUB. Sn 00 "CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR 16.00 CITY OF MERIDIAN 7 �' 4 . �- -- I i I TO ANY CONSTRUCTION." a. � I II WATER AND SEWER EASEMENT PER INST. cq SS SS SS N0. 2019-077073 FDC LOCATION I �1 1 I M C0 IE=2553.00Go N I I Z 0 N IILI Q I n _ I n N s — — — 262.319 — — — — — — — — i WATER DESIGN NOTES: 00 S89' 59' 41.15"W M 1 INSTALL 2"0 HDPE 3408 SDR-9 POLY WATERLINE. Z d ❑ INSTALL 6"0 C-900 PVC FIRE LINE. < W J co 1A INSTALL 2" WATER METER PER APWA PLAN 522. a M s I ❑ END ALL UTILITIES 5' FROM BUILDING, SEE PLUMBING PLANS 0Q Sn FOR CONTINUATION Z 00 cli 0 a M ❑ 2" TAP AND CORP STOP FOR CULINARY WATER CONNECTION. ❑6 6" REDUCER CONNECTION AFTER EXISTING VALVE. � J °° ❑7 W 45° BENDS W/ THRUST BLOCKS PER APWA PLAN 561. •� " Z m Z a � M N N O,^^ 36"GI 36"GI— W d d a RN TONAL a �� \GENS GENERAL NOTES: a 1. CONTRACTOR SHALL CALL 811 PRIOR TO CONSTRUCTION. i 15199 2. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITY LINES AND STRUCTURES PRIOR TO CONSTRUCTION. �9�OF 3. ALL PROPOSED WATER LINES SHALL HAVE A MINIMUM OF 5' OF COVER. 0 20 40 60 4. ALL SEWER, WATER AND STORM DRAIN PIPES SHALL BE BACKFILLED SHEET: WITH SELECT GRANULAR FILL AS PER CITY STANDARDS. �" = �Fe'et 5. ANY OFF SITE DAMAGE TO EXISTING ASPHALT, CURB & GUTTER, Scale in C-3 LANDSCAPING AND ALL UTILITIES SHALL BE REPLACED IN KIND. d 6. SEE UTILITY PLAN FOR CONSTRUCTION OF SEWER AND WATER LINES. L: \Legend Projects\HB Boys — BK Meridian\_Sheet Files\BK MERIDI dwg — — Jul 07, 2021-3: 46pm 7. ALL WORK SHALL BE ACCORDING TO CITY STANDARDS. CONDITIONAL USE DATE: N. 7/7/2021 LLF--j Legend Z m z Symbol Description Remarks w 3/16" x 6" Steel Edging / Install In Straight True Lines And Uniform Curves, & Between All Green Or Natural Color Mulch Changes. Compact Sub—grade To 90% Prior To Installation. V) z y LAWN New Lawn Area — Drought Install In Areas Shown And Over A Topsoil Depth Of 4 Inches. 0 ° a Tolerant Grass Mixture Grade All Areas To A Smooth Surface Prior To Installation. > v w a o X ° ++i New Shrub Area — Bark Mulch Install In Areas Shown To Depth Of 4 Inches Over "DeWitt" Brand w + + + + + + + + a + Li Or Decorative Stone Weed Barrier Fabric (If Rock), No Fabric If Bark Mulch. Z — — - + — + + + _ + + + + + + ® Cobble Rock Area / 4" Size Install In Areas Shown To Depth Of 6 Inches Over "DeWitt" Brand w +* ++++ ++++ ++* Rounded Cobble / Earth Tone Weed Barrier Fabric. Approved Cobble To Be From Local Source. + + + + + + + O LAWN Z a + I. ++++ PLANT LIST ( Trees) Quan. Symbol Botanical Name Common Name Size Remarks LAt�!N•. 6 Acer truncatum platanoides Pacific Sunset Maple 2", Caliper Full Head Crown Sight Triangle 10 —12 Height Straight Trunk Z (20'x10') I t� 7 Gleditsia trioconthos Thornless Honeylocust 2" Caliper Full Head Crown W 10'-12 Height Straight Trunk W Z 3 Picea pungens Colorado Spruce 6' Min. Height Full Throughout '—' x C) 0 . . . B & B Specimen Z o f + + + + Q 3 Prunus virginiana Canada Red Canadian Red Cherry 2 CaJiper Full Head Crown o l + + + Q; 8'-10 Height Straight Trunk Q + + + _ CO Lo + + O Z E� � � L ++++ + SAWN.` ......: +:' + (� + + + 9 Pyrus calleryona Chanticleer Chanticleer Flwg. Pear 2, CaJiper Full Head Crown w x rw + r + + + + + + + 8 —10 Height Straight Trunk w z W aao3 r + + + + r, Lo + + + + :LAWN.. I r-i + + - Planting Notes + + + + + + + + + + + + + + + + + + + + + + + + + + 1. All shrub planting areas shall receive a 4 inch depth of topsoil. If topsoil material is not available on— + + + + + + + I R site, it must be imported from an approved local source. All topsoil shall be of a sandy loam consist— + + - + + + + + ency. Provide chemical analysis for all topsoil for approval. » Q + + I [� 2. Prior to placement of topsoil, all subgrade areas shall be loosened by scarifying the soil to a depth of 6 + + + + + +++++++++++ + I inches, by the use of mechanical means, in order to create a transition layer between existing and new +++++++++++ + soils. + _ •.LAWN :..: ++++++++++++ +,+ + 3. All plant material holes shall be dug twice the diameter of the rootball and 6 inches deeper. Excavated E-1 ® + + + + + + + material shall be removed from the site. + + 4. Plant backfill mixture shall be composed of 3 parts topsoil to 1 part humus additive (Soil Pep/or equal), ` _ ® ++++ +++++++++ nig, _ and shall be rotary mixed on—site prior to installation. II',! - ++++ ++++++`+++ + I 5. Plant fertilizer shall be 'Agriform' brand 21 gram tablets used as per manufacturers recommendations. I� + + + + + +�+ + + + , + + + + + + + + + 6. All trees shall receive an Arbor Guard trunk protector, or equal, and have a 36 inch diameter plant free �� + + + + + + + + + + + + + �I + + o ❑ o ++ ++ ++++++++ +++++ I ring surrounding. All trees shall be staked for wind protection, unless otherwise indicated. Ij ° + + + + + + + 7. Upon completion of planting operations, all shrub pits and tree wells shall receive a 4 inch depth of �I + + + + + + + + + + ++ + + + +'+`+++' shredded bark mulch mixture as a cover. The overall shrub beds themselves (beyond plant wells) shall + + receive a 4 depth of decorative stone surfacing over Pro-5 weed barrier fabric, or shredded bark mulch + + + + + + + + + applied directly to the ground surface. All areas shall have a pre—emergent herbicide applied prior to + + + + + + + + placement of the type of mulch. + + + + + + + + + + + + r + + I 8. In decorative stone beds, cut the fabric from around the water well of each plant, then apply fine ground Sight Triangle ++++'+ ++++ ++++ +:._ I bark inside water well. The remainder of the planter bed shall receive the depth of decorative stone. ' + + + + + + 9. Landscape maintenance shall be required for a period through the second mowing of the lawn (30 days (20 x10 ) +++ '+++++ + •+ ++ minimum) and shall include mowing, weeding, pruning and one fertilization. +++ T T T + - T T + + +++ + + ++++++ + + +++ 10 The contractor shall comply with all warranties and guarantees set forth by the Owner, and in no case — — ++� + +- — — — shall that period be less than one year following the date of completion and final acceptance. LAWN � '. . LAWN + "t_ r + .+++++ ++++++++ General Notes 1 All bidding landscape contractors shall have a minimum of 5 years experience in the installation of com— mercial landscape and irrigation projects, and be able to supply the necesorry staff to perform all tasks associated with these drawings, and in a professional and timely manner. (_0 2. The landscape contractor, at all times, shall have personnel on—site experienced in being able to interpret Z Tree Calculations the drawings correctly, and accurately measure the design layout using the specified scale. 3. The contractor shall verify the exact location of all existing and proposed utilities, and all site conditions 0 16 32 48 STREET FRONTAGE (Ten Mile Road) 144 L.F. prior to beginning work. The contractor shall coordinate his work with the project manager and all other contractors working on the site. 0 Trees Required 4 (1 Per 35 L.F. Frontage) 4. The finish grade of all planting areas shall be smooth, even and consistent, free of any humps, depres— Z Scale in Feet : 1/16"=V-0" Trees Provided 4 sions or other grading irregularities. The finish grade of all landscape areas shall be graded consistently Q Z TREE SPECIES (28 Total Trees Provided) 1/2" below all walks, curbs, etc. W 5. The contractor shall provide all materials, labor and equipment required for the proper completion of all __1 _ Tree Species Required 3 landscape work as specified and shown on the drawings. EL 0 Tree Species Provided 5 6. All plant materials shall be approved prior to planting. The Owner/Landscape Architect has the right to 01:� reject any and all plant material not conforming to the specifications. W 7. The contractor shall plant all plants per the planting details, stake/guy as shown. The top of the root— W balls shall be planted flush with the finish grade. ^ Q Q U O U� 0::� � Z � W Q z C� w J � � DEWITT PRO-5 WEED FABRIC II Z DEWITT PRO-5 WEED FABRIC APPLY PRE—EMERGENT 1 APPLY PRE—EMERGENT HERBICIDE BENEATH SOIL HERBICIDE BENEATH SOIL N 4" DECORATIVE STONE N 4" x 6" CONCRETE 4" DECORATIVE STONE 3/16"x6" STEEL EDGE OR BARK MULCH 1 O EXISTING/FINISH GRADE 2 STRANDS #12 GALV. WI ° NATURAL COLOR MOWSTRIP OR BARK MULCH If RUBBER HOSE FRICTION GUAR FINISH GRADE BARK MUCLH (4" DEPTH) FINISH GRADE 3/4" �* a 3/4" (3) POLES (TRIANGULAR ) SPACED FENCE,: IN PLANT WELL LENGTH BOULDER: FIRMLY SET, NO ANGLES �,w �, VARIES PLANT WELL (6" DEEP) OF UNDERSIDE VISIBLE. 4 4`�'w BARK MULCH (4" DEPTH) a d O O DRIVE INTO UNDISTURBED SUBGRADE FINISH GRADE ) IN PLANT WELL O llll lll�i " llll I �'' HEIGHT FINISH GRADE o� u PLANT WELL (2" DEEP) O O FT FINISH GRADE R 0 B I LL ( ABOVE FILL) ii �lllllllllllllll" TdPSOIIL PLANTING 4„ � � MIX TO BE INSTALLED OOT BALL (1" ABOVE BACKFILL) OUND ENTIRE ROOTBALL TObSbIL'PLANTING MIX TO BE INSTALLED NOTE: USE CARE TO MINIMIZE MARRING & SCRATCHING. OUND ENTIRE ROOTBALL NOTE: SMOOTH GRADE ENTIRE AREA PRIOR TO PLACEMENT. NOTE: SMOOTH GRADE ENTIRE AREA PRIOR TO PLACEMENT. 1 Landscape Boulder 2 Shrub Planting r2"*`IIIIIIIIIIIII�ll� Mowstrip / Mulch 3 Steel Edging Mulch 4 Tree Planting 7U L-1 N- T. S. L-1 N. T. 5. L-1 N, T. 5. - N. T. s. - N. T. 5. SHEET: L — I DATE: July 8, 2021