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PZ - Landscape Plan - 12_20_16 W ®]F o LANDSCAPE NOTES: �Wg�gCID a 1. All contractor work shall be conducted in accordance with ISPWC MASTER PLANTING SCHEDULE (Idaho Standard Public Works Construction), 2013; and City of Meridian, ID codes, standards and state and local regulations. n Mature Size Min. Water zone Class Quantity L - 5� Key Common Name Botanical Name Planting Quant. L3.1 Quant. L3.2 2. All structures, site improvements and underground utilities shall be ° ° ° (HxW) Size* (0-4) Height totals located prior to construction and protected. Call Digline (811) to locate `" underground utilities. Any damage to structures, utilities or concrete will U) be replace at contractor's expense. ° ° HIMALAYAN BIRCH or HERITAGE Betula jacamontii or Betula 45'x35' 2"cal. 1 II 12 10 22 � U) U) Of U) w RIVER BIRCH nigra 'Heritage' � b z 3. Coordinate with civil engineering drawings for paving, utilities and Z �R a a o Z o a c� grading information. ° J Z U) Z U) Y 0- o LD W Q w �? o- 4. Prepare site for planting by grubbing and removing weeds. If W o o Q necessary apply Round-up (or equivalent herbicide), using a certified �� AUTUMN BLAZE MAPLE Acer freemanii 'Jeffsred' 60'x4o' 2"cal. 3-4 II 0 20 20 Applicator. Remove rocks and other materials over 3 . a� a� w 14 'D �- e 5. All lawn areas shall have min 6" of topsoil and and fill tree pits with ° o topsoil. Topsoil shall be friable loam, pH range 5.5 to 7, a minimum of 5% $� °° ?. East Rla'9e r o�'� � ° SENSATION MAPLE Acer negundo 'Sensation' 50'x40' 2"cal. 2 II 10 31 41 U) organic material, free of stones 1 inch or larger or any other extraneous "° Estates :2 materials. It is acceptable to amend native soils to meet this topsoil 0 W specification if soil texture is loamy. w 6. If work is in the Spring, between the months March to May, then STEEL SIGN PLATE STACKED STONE WALL BRADFORD PEAR Pyrus calleryana 30'x25' 2"cal. 3 II 8 25 33 Black text(to be determined) 1 1'-5" transitioning to boulder wall apply pre-emergant to all non-paved landscape areas, except areas -30"ht. receiving grass sod, prior to planting. z 7. Berming and grading as shown on plans shall have gradual SUBDIVISION MONUMENT SIGN AND ENTRY CHOKECHERRY Prunus canadensis 25'x15' 10'ht. clump o I 1 4 5 0 transitions to existing or engineer proposed grades. Grading shall not SECTION ELEVATION w change flow or direction of surface drainage swales as shown on / U) engineers plans. positive drainage away from structures. Refer to � Engineer's plans for grading information. O o - NORWAY SPRUCE Picea abies 60x30 6-7 ht. 3 EVERGREEN 18 38 56 I_ 6. Surface water drainage is to be contained within each lot unless 3- expressly allowed otherwise by approved engineering plans. (A Juniperus scopularum w 7. Estimated quantities are shown for general reference only. t7 SKYROCKET JUNIPER or TAYLOR t�3 'Skyrocket' Or Juniperus 20'x3' 6'-7'ht. 2 EVERGREEN 13 22 35 H- Contractor shall be responsible for all quantity estimates. JUNIPER , z p q y virginiana Taylor Fol 0 8. Lay sod within 24 hours of harvesting. Lay sod to form a solid mass SILVER BUFFALOBERRY OR Shepherdia argentea or i) with tightly fitted joints and even grades. HARLEQUIN BUTTERFLY BUSH Buddleia davidii 'Harlequin' 8'x6' 5 gal. 0 SHRUB 36 51 87 W o o a Lq 0 9. Contractor responsible for keeping landscaped areas clean. remove z N o o w all debrisIF— , spoils and trash from site for disposal at approved landfill or � HICKS YEW Taxux x media 'Hicksii' 1o'X4' 5 gal 2 E. SHRUB 34 103 137 W J M a Y :Z waste disposal site. W o N CO Z Q ° F U) w r-- ¢ Zco 10. All plant material shall meet or exceed the minimum federal z o Q N a b GREEN MOUNTAIN BOXWOOD Buxus x 'Green Mountain' 3'x3' 5 gal 2 E. SHRUB 33 32 65 standards as regulated by ANSI z60.1, American Standard for Nursery LU> a CO o Z Stock. Plants not meeting these standards for quality, or plants E. AMITY ROAD PerovskI atrip licifolI or z o cn determined to be unhealthy by Owner's representative, will be rejected. RUSSIAN SAGE or DARK KNIGHT z = Caryopteris x clandonensis 5'x5' 2-3 gal. 1 SHRUB 0 132 132 W cra Q Q � 11. Install only specified plants. Plant substitutes must be approved by SPIREA 'Dark Knight' Z C6 o z 000 0 o Landscape Architect. Unapproved plant substitutes will be replaced at N Z Contractor's expense. NEARLY WILD ROSE Rosa x'Nearly Wild' 3'x3' 2-3 gal. 0-1 SHRUB 91 191 282 z N Z O N w °' o Q 12. Trees shall not be planted within the 10' clear zone of all ACHD (Ada Lavender angustifolia N Q County Highway District) storm drain pipe, structures, or facilities. A MUNSTEAD LAVENDER or HIDCOTE 'Munstead' or Lavandula , � LiW O , 5 2'x3' 2-3 gal. 1 PERENNIAL 49 151 200 Cn o 0 �*.s' O rx SUPERIOR LAVENDER angustifolia Hidcote z CD 13. Trees shall not be planted within clear vision triangles. a Superior' a 14. No trees shall be placed within 50' of stop sign. �° w O MAYNIGHT SALVIA or CAESAR'S Salvia x'Maynight' or Iris 30"00" 1 gal 2 PERENNIAL 33 33 66 w 15. Seepage beds must be protected from any and all contamination w BROTHER SIBERIAN IRIS sibirica 'Caesar's Brother' w during the construction and installation of the landscape irrigation system.ftf o y 16. Root barriers must be used for trees in street planters with a v� II 0 FIREWITCH MAIDEN PINK Dainthus 'Feuerhexe' 12"x18" 1 gal 2 PERENNIAL 10 51 61 z minimum width of six (6) feet. Root barriers are required to extend 18 PROJECT SITE oinches below the sub grade on the sidewalk side and shall extend 2 feet Schizachyrium scoparium o grade on curb side. Barrier shall be constructed with the street PRAIRIE BLUES BLUESTEM 3'x2' 1 gal 1 GRASS 50 142 192 below sub 'Prairie Blues'g o and sidewalk and shall run continuously along sidewalk and curb. Pennisetum alopecuroides w 17. All plant material shall be guaranteed for a period of 30 days LITTLE BUNNY FOUNTAIN GRASS MEXICAN FEATHER GRASS or 'Little Bunny' or Nassella 1.5'x1.5' 1 gal 0 GRASS 15 42 57 beginning a the date of Acceptance by Owner. Replace all dead or tenuissima z unhealthy plant material immediately with same type and size at no cost E. LAKE HAZEL ROAD Q to the Owner. NOTES (!) 1.SEE GENERAL NOTES(THIS PAGE). ALSO SEE PAGE L4 FOR PLANTING DETAILS w 18. All landscape shall be irrigated with an automatic irrigation system 2.WATER 70NES SHOWN IN THE MINIMUM NUMBER OF IRRIGATION APPLICATIONS PER MONTH REQUIRED FOR HEALTHY GROWTH(SEE BOISE PARKS AND RECS WATER CONSERVATION GUIDELINES and SALT LAKE CITY Z Z operated by one controller, and designed with hydro-zones that function HYOROZONE SCHDL.2013) Q w well within the water service provided for healthy growth of plant material. 3.FINAL LOCATION AND QUANTITY OF PERENNIALS TO BE DETERMINED IN CONSTRUCTION PLANS. TOTAL PLANT COVERAGE IN PLANTER BEDS TO BE MINIMUM 60%WITHIN 3 YEARS. J Iz,_I Year-round pressure irrigation service is required. O 19. The irrigation system shall be designed and installed with the LU VICINITY MAP L U following specifications: Q U LLJ CDU• Coverage for different hydrozones: SCALE: N.T.S. U a. Lawns - Pop-up rotor sprinklers or MP rotor sprinklers with100% Q double coverage. Z U aO Q V) b. Planting Beds - Pop-up sprinklers. J Q Ld • Sprinkler heads shall have matched precipitation rates within each Z N control valve circuit. DEVELOPER/APPLICANT Separate hydrozones shall be used for lawns and trees/shrubs/ground Q J w cover areas. LANDSCAPE CALCULATIONS TABLE OF CONTENTS DEVCO, LLC w Contact:Jim Conger � • Sprinklers shall not overspray onto impervious surfaces, building or SHEET NO. SHEET NAME 4824 W Fairview Ave. (A structures in calm wind conditions. Street Buffers: E. Lake Hazel Road: Full buffer by commercial developer (1329 I.f., 45 trees shown (38 trees required) BOISE, ID 83702 Z on 25' minimum width with 3' berms); East Ridge Drive: 28' wide buffer with detached sidewalk (697 I.f., 64 trees L1 LANDSCAPE COVER SHEET (208) 336-8181 (n 22. Contractor shall submit shop drawings of design/build irrigation shown (20 trees required). LANDSCAPE system and/or any materials or product substitutes to Owner's L2 LANDSCAPE LAYOUT AND MATERIALS PLAN ARCHITECT Representative for approval prior to construction. Shop drawings shall Residential subdivision trees: Attached sidewalk-trees to be installed by builder on residential lots. L3.1 LANDSCAPE PLANTING PLAN T-0 ENGINEERS W include at minimum: design layout, backflow system, controller and valueSHON PARKS Z locations, sleeve locations and supply line size and location. Common Open Space: _ +/-3.2 acres , 103 trees L3.2 LANDSCAPE PLANTING PLAN 2471 S.TITANIUM PLACE C� MERIDIAN, IDAHO 83642 Iz 23. Irrigation Contractor to coordinate with General Contractor for all Tree Mitigation: Existing trees to remain. L3.3 LANDSCAPE DETAILS (208) 323 2288 CDsleeves that need to be installed to allow efficient irrigation piping. 24. Irrigation controllers shall be pedestal mounted in planting beds. ENGINEER T-0 ENGINEERS Controller locations shall be easily accessible, but visibly discrete. 2471 S.TITANIUM PLACE DATE: DECEMBER 16,2016 o MERIDIAN, IDAHO 83642 (208) 323-2288 PROJECT: 160107 O SHEET L1 OF 5 0 W 0 \ T?IT C B \ LANDSCAPE MATERIAL SCHEDULE ■`TT■i■ i■Ci■ �rI -PIRR�3 9.8 ---_ ---- -PLAE�' -- E°_--- - Key Material Description Notes/Remarks \ 7 )7 -EO-----EG-----EG-���-----EO-_--- JJ••++"" TT d ----PIRR--- -PIRR-----PIRR-- --PIRR-- -PIRR-- --PIRF----PI R-----PI RR-----PIRR-----PIRh----PIRF----PIRFv�-- �� o �� ' N O 1/ -PIR ----PIRf.�--- PIRR--- -PI R- IRS - 9°51' 1329.89 -- -E° ----E°--- -EG---- G-----E ---EO- --EG----- G---- - ILA U V TB 58 — 157 126' 48' 43' 1 3 \ W W W W W W W Lawn Drought Tolerant Fescue Lawn areas shall have 6"topsoil and irrigated with : } N 0 0 0 1 . 0 o I W W W W Blend pressurized, automatic controlled, irrigation system. N 12563 F 26 00 ' 107 SF : : : r` o Terraced Landscape Mulch: Mix 50% Medium Shreded Bark SF g m � I Im Landscape Mulch U RE�I.O Planters with 50%1" crushed stone o U) U) � U) w I I 141' N 2 2 o o � Z 157' 37 2 0 , TOE o I I z `o o a a o w w a CD I 1 ^� W cZD U) Z U Y D_ O0 U) z ^ 28 13 s �. Drought Tolerant Planting All common areas that are are not designated as �, Q � � w 0- Wo I �+ �• OF\� N Planter Beds Option; 40% min. Plant p ° w = a 11775 SF \ T o I p ° lawn. 2.5 to 3 Landscape Mulch: Mix 50% W o o c, Q > �5 ��_ � Coverage and Landscape 1i I 13481 sF \ C MICROPAT �9' N Mulch. Medium Shredded Bark with 50%2 crushed stone ~LL 157' I I t AND BENCH �_ 70' \ r°F 91 2 I 1�3 (2)MAIL ;.,., \ �� T Along pathways and Natural o o_ 11359 SF I 27 -o� BOXES 1 0 o F >0, iTs �� °F :ti ° '° Natural seeding Mix of drought tolerant grasses, shrubs and forbs. ;" . PF� �� Areas disturbed by site 24 \ R Rq �� w • : area Seeded at 50 Ibs per acre. Ln "Cl) —90 6 SF 5 :: ��Nc �� grading per Engineers Plans Crushed a 132' 2016' ' F w 6 '�,� ���� \ Emergency aggregate 2" Crushed aggregate over 6" rock base, W o' s >o\\` t 21 emergency access route- LO 30 12 o' \ \� _ - compacted. �, o' w :,� _ Access 20' 20'total width p w 9658 SF (2)MAIL 23 >0 8 SF `1' 9005 SF >0 �\ '\ \ IBOXES w TB 8 > \ �� i Clear Vision Triangle formed 40' along Landscape intersection corners. See plans. 129' I ' N > >0, Te 812 0 \ �� ASE — Triangle curb lines U) : : ' co ^ NATURE PATH-2' \\ Z i 1102 sF B 20 s Along south side of Grimmett Lateral per plans. See 5' asphalt path, 5' landscape co U 9 6 SF I ; 22 :. :' `* 18 k w \ : . ALL SLOPE EXTENTS TO BE \\ I // Micro Path - 5 Engineers plans for paving details and > w 120 ii buffers typ. w i 10839 SF 10 0 S 0' \ 14 SEEDED WITH NATIVE AREA \ specifications. c/) ^ 17 w SEED MIX 11 129 I 139 > 10920 SF O � ^ 16 > w \ `; xm Benches (6) 5' Bench _ � 32 o' 092o Ir- 9763 SF 21 ^ >0 pN Sip \ ^ 15 \o w 4 4 SF X LO 91 SF p > \ 123 E 4 1 '� sFz o 0 SF �� >o � s� �� x I Monument Sign Sign and Entry Columns See L1 for detail W 128' 8156 SF >o' > \ 14 Z _ 2 � 10920 SF v� 1 II Z cO > , 0 ^ q 3 SF BENCH 5'AND O , ^ I w >0 812 s o >0, \ 13 I AGGREGATE PAD II x Mailbox Cluster (4) Mail box clusters with 2 Boxes mounted on 5'x2' concrete ads o U 9570 SF - - _ 3 10920 O units of 16 boxes per unit p 8120 SF >0' >0 —TERRACED PICNIC / ^ 10920 S 1 o o a 29 4 �n _ :: AREAS. 2 ht. / � �, 124' I '�1 >>> w 812o sF > F ^ I Privacy Fence - Per Detail 1, L3.1. Perimeter fencing as shown on N w N Q a o \ o' >0 \ 11 ,� ° :ROCKRE.WALLS 61 6 Vinyl, Tan color plans z 0 z z Cl)M 34 60' g w > 8120 SF ® \ 169 8 SF `� 7 1 F / W z a Y Z 9335 SF ( '`�C� 0 > 8 9 S // W c� o w o w , ^ 6 I Per Detail 2, L3.2. Canals and Community Park °6 w a z o' 34 35 60. \ ilv.. > N // View Fence - 5' 5' Metal, Black color U) � 8756 SF g466 SF h >o' s12o sF o' // ZO fencing as shown on plans z J � Q of 0 c% 122 7273 SF 36 60 \w 10'X30'RAISED OVERLOOK 3>' � co / II Y > a M o x WITH 5'LONG BENCH AND I ; S A Irrigation Main Main valve and drain with Double-Check Backflow 00 U z A1t CD 60• $ 11 g City Water Source z Z 0 w co " ^ 56 ^ 37 w s` 8120 GRAPE COVERED TRELLIS >s x A and Drain Prevention Value, per codes Z = x 170 SF 55' 7059 SF 38 60• �X\ PERGOLAS EACH SIDE I A W � < Q S EET L3.1 84 27' 60, T x� Z See L3.1 Pedestal Mount, lockable metal exterior *4 6728 SF N 8120 Sr Irrigation w o Z• w x ,a ^ LU 39� 7 w ^ m 5 -� Hunter I-Core box. Locate at convenient, but discrete, serviceable z co co YY�• (\1 C L .2 6ss6 SF �, q$� e ^ 0 f / w Controller locations. 0 a N I� x V 3 ' LL r Q N O 36 ^ 0 33 ir> ^`� 40 c� I `z�9: / w >0. 98 1 SF o / �1 E•-+ r w w N z 32 7380 SF x CD Cn �Q ^ N M O t� 8588 sF 8596 SF L X x 1g' \\ 3 ' // I - Q F" ®®� Boulders 1/2 to 2 ton basalt Bury into slope and toe at least 4"-6" z o J 9 05 SF C U ` x 1 1 / CO�' 31 s�' 781411 SF >4' \w 80 i! / `D 6 ��'t' . / I - W , � w w Z G� 7016 SF 6 16 BENCH-F AND / I o x o 37 1 45' \ 30 0' w Between Lots 22/23 (Block 1) and Grimmett Lateral. z o LL ^ / AGGREGATE // �m / o = LL 0 � w w l 6j' 6955 SF � 64. :. ;' �� � � >o' �` 20 PAD m Retaining Wall Wall, 3' max height See Engineer's plans for paving details and 0 � o > "' _ 6 ^ 29 40 I / specifications. 1 C 62' w 26'10' 31 2 8528 SF / 3 F .R:f / / — — 1 ft Contour interval. Berms Slopes not to exceed 3:1. Gentle transitions to Z.- Uj --�/' 28 s 1 ^ 39 c� m +� Contours and swales Engineer's proposed grading. 117' '�' 4g \ 7374 SF , i >4 8124 SIF 0 2 2g ^`� ;� s�3 38 7110 SF 3� 7 0 SF k >o' 93 8 SF Ste, 20 EMERGENCY ACCESS ROUTE $`� i 0 S o o / / 70' 119' I ; �10402 SF 21 moo. (CRUSHED AGGREGATE) �, c �� / 5'-0" 30 -0 9223 SF o, Sg• `"` 35 / m // 3 0 I M 22 72' G ' 9922 SF �, I// / tYp LOT 13 O 7110 SIF 6 8 07 SI / Of PHASE 2 6 8340 SIF 7' M 36 / o // Ld 6' v 24 ,��,' / 9450 SF h / 1 / k * *� W 118' PHASE 3 S 23 ' >� , 1 7' 2 .® „ � : 9> 4 7557 SF ^N , �o ^ 37 >_ 0 4 0 6617 SF �G %� 36 SF 10467 SF Z co 7110 SF C° i 60 25 ^ >0• / 1Oro 4 Q 84• �, ,e � 9 61 S / \ 62' 6>> ,'7478 SF Gtp o �3 \ .tiG �) 0 4 118' N 3 8. 0 5' // / EXISTING VIEW w 5 � I ; 19 SF 18 '� 61 864 SF C / o // / FENCE \ 0 1 z W 10 SF �34' �' 29'. $OE 94 6 SF / 11 \ W W Wj/ 10 x30 Raised Q Q Z 8640 SF `r' '✓ / 30' I I J Overlook With Z 118' 17 ^� 16 ' �� O / ~m / I 26'O6'- w * L� W 1 A 76 01 M, o`n °1 15 �/ / 24'-0" ®� Long Bench and w s , , ^ ^ ^ 32 �- * � � � w O 0 6 _0 43' S 15 ^ 10479 SF (2)MAIL / / ® Grape Covered 0 4' ' , 240 SF `L� 3' / 19 4 SF 0 W W W Trellis Pergolas "�' BOXES + 10 45 � � W W � Each Side � \ 8294 SF ,��, w 3g28'• �,'' � / � 1 LL_O 108' 7 C _ ~60" 6 5 16131-C 0 SI �� 1 2' 60' 45 6 — — — / �Q• (2)MAIL ;EG — — — — A I • •• BOXES ,�G; J / �6 g, 3 1 20 .• • (/� W EG-' V 46 2 1 0 O� 0- 13 14 922 SF // 1 I * Z N 8232 SIF ' � 0 26 4 I o Q y J 8 9 10 i o 7530 SF^ 0 29 2 27 `� 7815 SF $� ' 38 SF ~ y • W 8374 SF 8115 SF 835415 : 12 \ I O O 99 3 SF 8095 SF 7989 SF 6838 S \ 1 '� J w W w W W O 9098 SF J 5- l I Q 6 6 3' $7.'. ' 61' 61' 61' 4 I 87' rft 60' 60 80' J 30024 • w • W x� —\ •• v P v v • w J I • . . . . . . .X...�C+.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•._._._.•.•. . .•.•. •.•.•...•...•.•.•.•. .•._...•. •...•.•.•.•.•.•.•.....•.• LL. TB............. x •y L.V \ F i. . . ... . . . . . . .. ... ._. . . .Of _. . . .•._. ._. .. . ._. .. •`•`� \ 1 W W W W . 00 . . . . . . . . . . . . . . . . . . - EP _ 0 - - -- ILL v P v v V/ EP EP S3 TOE TOE —XT(T 'X X X XX X X XXX a EP PL TB TB— E TOE T T w\ \ E\ wP EP =Pw EP—_ P —E=w EP-- EP-w �P� �- _ O IL - _ N �p Ep \\ �\ E EP EP EP EP EP EP EP EP N 2�/W 13291'�1,9.5/' E _ E J P EP E EP EP EP EP EP P P EP EP EP EP EP P EP EP EP = OHPJL Fp OE GB OHP T E HP O W W W W W W 0 SUBDIVISION MONUMENT SIGN RASP C �EP EXISTING TREES TO I W W ;�ffiikffF EXISTING TREES TO I wE\;;\eF 0 G — REMAIN I� REMAIN I Z � c ,F° d CD Z W O I RAISED OVERLOOK DETAIL 0 40 80 160 240 DATE: DECEMBER 16,2016 CD N SCALE: 1" = 20' 0'I PROJECT: 160107 SCALE: 1" = 80' SHEET L2 OF 5 W 0 6'-0" CENTER LLINE POST TO POST N ?� c ` ® POST CAP RAI X 5XZ" VINYL RAILS \V- 5" SO. POST U—CHANNEL N �,g" X 6" VINYL PICKET PANELS (n X W E OPTIONAL w Y Y w Y LL.IU REINFORCED RAILOf 0 Q Q Q Z t] Q 0_ 0_ t] w w 0_ w Z W Z W Y 0 Cn J (� Z LL U) Q w U 0-1 WLU NOTES: w U � U Q O FRONT VIEW 1. FENCE COLOR R WARRANTEE AI BE DETERMINED WITH 2 NST FADING CAST—IN—PLACE RAKEDEWTHGLO GCED ON CONSSTENOTPES SLOPI{NGL BE RAILS CONCRETE, SURFACE AND PLUMB PICKETS. w TO SLOPE AWAY I..L 3. SPACE BETWEEN THE FENCE AND THE � O FROM POST FINISH GRADE SHALL NOT EXCEED 4". AGGREGATE — 4" 4. ALL FOOTINGS SHALL DRAIN AWAY FROM Z DEEP POST. O 5. DO NOT SCALE DRAWING. N VINYL PRIVACY FENCE 6' (/) N.T.S. Of W 1 4 /�//��] R `P RR — —PIRR— —— IRR— — Pj�1 "IR ———PIRR�,J- y�RRii —PIRR———EG—PIR ——G——PI RR—————PIRR—— ——PIRR——EG———PIRF————PIRR—EG ———PIRR—G—— —— ————— ————— \ __ EG EG EG—————EG———— E I I—0 I —PIRF.�—— —FIRE————FIRE————PIRR— ———PI — PIRf.�————P ————PIRf.�————PIRR———— IRf.�————PI ————PIRR—————PIRR—————PIRF.L— —PIRh————PIRR—————PIRR—————PIRR——— w rN` V S 9°51' 1329 9 --——EG—— --EG-----EG----- 157' 126' 48' E To° B —_—— -- B -----ETB ---- ---T - ----- ---- ----- -- -X -- EG EG EG EG EG EG EG EG X EG 41' 43' 1 61' F7 w 2/ 00 \ .o.o.u. e.o. o. o.o m w 10747 SF � 12563 SF 26 TU R E0 I 157' I # # # \ + I 11 4 SF28 I I Z 11775 SF p z 25 U) I I 13481 SF \ o 3, U) T° w # # # # \\� \ TOF l ~ I I (�o� e m o *' * * .#.# . MICROPATH - 5 \ ��__\� TB e \ 19, \ N < <L o — 157' I ® o * °* : AND BENCH \ \ _ /o' \ \ \ \�\ z M o o L \ \ \\\ a Toe Q N 8 \ m CO � J � d z I # \ \ * .#. \� \ W o N Q I \ 2 I I 3 , (2) MAIL °� \ 1 T° Te w Q Z 0 0 #. .#,#. Z CV b r 1LU 1359 SF I 27' cA _ BOXES \ # q, !} .. , q �4� 9046 SF \ \ 5 *' * * * # m \o' # #.#.#.#\ S \ u 00 N _ Lu LL— ' * w cli 8120 SF Q CO in co I Lu IVY O' CO A o 0 0 0 vv NLLJ M p Q 9658 SF I #:' \ 8 20 SF \ >°. '* *' � \ _ _ + \ . a (2) MAIL 23 :# #: x \ # #. : \ \ - - - \ iu w s 9005 SF ;.#.#. >0• \ > »' � \ \ cry Z � o I BOXES #' #" , o' #. .# \ \ z o I� �� w >o. ,� # . . "°� NATURE PATH - 2' �� sE t 8120 SF Al 142' w # ^ ^ \ \\ ## 97 SF ## \ `sl� l , w 10 Z I 10839 SF # � �\ 1 920 SF re e% _ e \\ a 81 sF\ °*°*°*"*;� ALL SLOPE EXTENTS TO BE \\w TeT T° \ °"°"# SEEDED WITH NATIVE AREA \\ I 0 / I �� 9 AGE � °s ^ \ *' *' 1� — >° TB \ 1 5 s SEED MIX16 \1 LO 20 SF 32 2 J,09 9763 SF ; o° 0' 860 SF Q 9847 SF S�j 1 150 / \ Sl` \ LO x 4 1 \ �A� s� >0' �� \ are °:°::. I� w I 128' o� 8156 SF Z >O• ^ 14 116 \ #:. .# II z 1 \ * \ \ II Q 2 ° z Z + + o + { -- 10920 SF 28' w � I s1 o SF >o. 0 \ s 73 F "°' BENCH - 5' AND Q 33 Z° w i° \ o Lu _ _ _ _ _ w_w ^ �— o m * AGGREGATE PAD / 9570 SF > ^ > \ 10920 SF ^ # #. 3 2 a 10920 s� 1 *. *TERRACED PICNIC U f— I 29' \ w >0 4 0• I 2 ' #.,, — x 124' I ; \\ s \ #' * AREAS. 2' ht. I / w // >>. \ w 8120 SF >o F \ \ ^ m m *; ROCKRE. WALLS / Z #. O / � > �� ; *� I / c° 5 0' 1 48 SF ' Ln °" *'' Q w \ 9 S 4191, 1 I � 34 � I 60• _� 8120 SF �I�o� � .i.z � ##*•: = 9335 SF i : \w > c^�o IY \ \ I : 80 19 S // J 1� ! ICL (/) I \ ° w 8120 SF ' LAWN \\ N / (o 8756 SF 35 0.SF \ o // J 8466 SF >0 •• o / // m h 6 J! \w 727 6 sF \\ 10'X30' RAISED OVERLOOK �3,• Lu `° 7� F # �� Z — 60• >o. WITH 5' LONG BENCH AND -- Z 3 37 w 8,2o GRAPE COVERED TRELLIS >s• ###' :# � II 170 SF 56' 55' 7059 Sr � 60• \ oa. 6 N I _ PERGOLAS EACH SIDE Q^ 38 —X I W 84' .#. x 27' 6728 SF x S EET L3 . 1 6 N � �\ 8,2o SF I co 6 o W x w 60, �o # w 120 J39 � � >0` ^ o # #. Z CL 6886 SF ��, j i \\ w 10 1 I II x Ott0 S EET L3 . 2 o 98 , SF #.#.# # 3LIZ 7\__I: u� 1' 7380 SF I /X / o 36 8588 SF 32 x v��� , , 9005 SF 8596 SF ^� L X X41 31 62, 7811 SF • O � \• >4, \\ 80' �i `O 6 SF / ^ o a w , �3 1 DATE: DECEMBER 16,2016 p 117 / �� 7016 SF ^ . I \1 �\ \ / 16 BEN 0 25 50 100 150 PROJECT: 160107 ell SCALE: 1" - 50' SHEET L3.1 OF 5 6 W 1" X 1" X 94" TOP RAILS e �p, O 2" SQ STEEL MIN. LD X %" X 68" � Is(c () PICKETS (/) 1" X 1" X 94" TOP Of RAILS UD U7 0� U7 W W Y Y W Y W Z w z `° o a a o w LU a ZJ N BRACKET OR 1. FENCE COLOR TO BE DETERMINED O a � W Z 5" T WITH NOTES, YEAR WARRANTEE AGAINST FADING J z Y a- CD LL (n ¢ W U 0_ w Ty WELD Oj W 0_ 2 0_ O 0 (n 2. FENCING PLACED ON SLOPES SHALL LU � U ¢ 0 BE RAKED WITH LONG CONSISTENT SLOPING CAST-IN-PLACE RAILS AND PLUMB PICKETS. CONCRETE, ACE 3. SPACE BETWEEN THE FENCE TO SLOPE AWAY FINISH GRADE SHALL NOT EXCEED A THE 4". FRONT VIEW FROM POST 4. ALL FOOTINGS SHALL DRAIN AWAY W AGGREGATE - 4" 5. DO NOT SCALE DRAWING. IL FROM POST. Q O DEEP Z O N � STEEL VIEW FENCE 5' (/) N.T.S. Of W 170 SF 56' 55 7059 SF 60, oM I 16 w ^ � X PERGOLAS EACH SIDE 84' s ^ 38 I y 0 6728 SF x S EET L3 . 1 27' 8,2o SF I I 6 I ## f/ m z � 60� N � co CA W 120 �� #. O s 6886 SF LLJ �� o �� � w ^ 10 I "°" �� / x S EET L3 . 2 o � 98 , SF : : 3 w w #.#. 0- 4� x L ^ 40 C I �/ / \ .... I ' I I �"� I^ 33 �1 °• °• U) 61, 7380 SF .• ..... / I I 36 8588 SF x 9005 SF 8596 SF X X 1 I V1 O / \ 62 7841SF ® 31 ^ 4' \ 80' l 6 SF N w � Z 117 / \\ 7016 SF ' n 6 �; BENCH -5' AND C/) 3 oao 0 1 N IN 30 60' w 45' sr 6955 SF *'� ' >o. / 20' / AGGREGATE w w w w O i ' \ / Z M ^ 29 64, a + PAD // ° O c. - - - - r - - \1', 8528 SF • I O og J�7 ' tl _ _ O `� , 8124 SF / / ..° /� // m z M a a 4 N � � Z 117' 8' \W 7374 SF / O ' 1 \� / Q w ¢ M ¢ 2 ^ ;� e e e oZ$ O N J D_ ol // / W w 8' W �." �3 38 m .........., . / N w ti a 2 I 31' \l / 932 SF / �`'� o� #» I� // p Q 04 of 7110 SF ; ��. ^ ' II\ o 7 0 F C7 / w d � w / o / 3 .,,., 'n Z 20 EMERGENCY ACCESS ROUTE / 70' / Z � 2 o 10402 SF n #" "#"#"#"#' 119' 21 moo. (CRUSHED AGGREGATE) '�� �/ �— >8' o�m 13s' # # # # : c� // W N < o 9223 SF 1V I / LL_ 58 Gl7 X / i ^ 35 /3 / ° ° ° ° ° 0 //� tim m / / 1 O Z Z co O o 3 ' ,°' 9922 SF / / <"< <"' // / / Q N 0 O 72' � ' i 20 s.a.a.a.a n. � � � Q N i / s s s s \ I I // l z f N z 8340 SF 6 e <' < �v / 0 CV o Z 7110 SF I ^ 22 I\ h m 507 F `S w Lr PHASE 2 & / ^ m ... . w U 66, O.. / O' 9450 SF / // a 1 / // j w uai III Q 118' PHASE 3 , ^ 24 �G ,�G / 'O ^� / m 1 7' �/ / / z o O 9> 54' 23 " LL 7557 SF ^ \ / >4' 37 h' ;� I,° ;. E 3 �/ y / 9365 CL ° 0 4 6617 SF 10467 SF �O o� 0 / 0 I 7110 SF (o I 6 o O 84, �' G�5 ^ �I + °. > �� / . 9 6, SF ' 168 SF W 118' 62 67 'O:fG' / O ��� / o 5' »°# C.O. '� o / / "' // / EXISTING VIE N ' O >8, // z � 19 � o_ 3 �� =,° o °�°�°�°�°�/� / � FENCE 864 SF / O I o 0 11657 SF M 3 ' ,' 61 1 llh 4+ / `O co 5 co I 18 ; 111i� Ih o 0 U 7110 SF . 1 , v, +� 0@ G� 94 6 SF 8640 SF 134. cs. °' / / 30' O w 118' I ^ 7 13 SF "� 16 '� , , a �p 156' Z 43' o (2) MAIL o #. 1� / 19 4 SF I o 10479 SF � � ^ 7240 SF 8294 SF w o CD xl/ `� BOXES o 10 45 SIF / s ♦ :• ., I I w 108' 7 L, _ 66' e� Jtvao aE w 60' 45' I 62' �Q w ��. (2) MAIL G _ - - - - - - - - - - II 2os' Q 6 :. O — — — — — BOXES ,-E� ,E�- -� J o.o \ 46' rk a of :. I I Lu J 2 °fly , ' 13 o 9220 SF _, I I Q V o 8232 SF 14 I ^vim-- in 7530 SF �\1V "2 Lo N 26 m N ++ / 8 9 10 :. W 7815 SF 44 I 0 8374 SF 8115 SF 8354 SFG o 41\ ° I 30 29 28 �o y��/1!\\ 2338 SF ' O . 12 ,� I 27 ! \ z 0 9098 SF + o 99 3 SF 8095 SF 7989 SF 6838 SF W '497 U) 1511 63' 67 61' 61' 1' Q . ° 8 60' 0' V 182' J �\lll// QII/ice s ° \�QII//D ° o ° � i /ice I ° — J� �� + — �+ � �4 ! ! �_ =� • ��� M QI� � � � �\QII�/ � ♦ I I � W 9 00 :. oQ � o g �//III\\ Lu — _ m O • X.' ✓ . X.�=X ,/ . % �. I I O B TOE . T TB 8 \ 301 --- 3 . . . � . . . -- --- -- ---- -- -- — -- — — — — — -- --- — ----- — --- --- ---- ----- — ---- -- — OE f ILL N EP E OE TOE TOE-- TOE X X X X x / T BX X X x x TOE X— \ x x X. x X X ) X X xx x x —X PLC \ TB TB TB T YB— TOE TOE TOE pE OE OE TOE TOEB TOE S E TOE T J EP EP EP EP EP EP EP EP TB TB B TB TB T6 TB B TB TB EP EP EP EP EP E EP EP E ��P E EP EP P EP EP EP EP EP EP EP EP E E EB E EP E EP E TB TB EP � w w w w w w w �v w w w w w w � w �v w w �� \\\ EP EP EP EP EP EP EP EP EP EP EP EP EP EP_ 1329. .57' —— — —— -- —�— — W EP P� EP EP EP FA Q EP EP fP EP EP EP EP EP EP E EP EP EP GP EP EP EP EP EP EP P EP EP EP EP 9 W \ OHP OHP \� HP GB — OHP SWP IF; ILJPJ OHP OHP OH OHP HP T OHP E TOE L p yry—EBG gH OHP OHP TB G OHP TG \ LA - ",Q / B TOE TOE P� \�F 13 SUBDIVISION MONUMENT SIGN RACP EXISTING TREE T P / EXISTING TREES TO O \G , e S G S O Ge\ REMAIN REMAIN \ I� CO \\ems G 16 CD \\FCIS! F i i I PROJECT;DECEMBER 16601007 0 25 50 100 150 G SCALE: 1 - 50' SHEET L3.2 OF 5 CS w m = 5 FT DIAM. PLANTER NOTE: jpa; Fuc�°p$ C, � BED (TREE MULCH REMOVE ALL TAGS, TWINE OR a- RING). 2%2" MULCH DO NOT DAMAGE OR CUT LEADER OTHER NON-BIODEGRADABLE o 0 DO NOT HEAVILY PRUNE THE TREE AT PLANTING MIN. DO NOT PLACE MATERIALS ATTACHED TO PLANT w ONLY CROSSOVER, CO-DMINANT LEADERS, AND OR ROOT MASS MULCH IN CONTACT PRUNE TO REMOVE DEAD OR v� ILA 5� _U BROKEN OR DEAD BRANCHES. E '� BROKEN BRANCHES �� C WITH TREE TRUNK. SOIL LEVEL: ° Ln TO BE SLIGHTLY HIGHER _ C/) STAKING NOT RECOMMENDED IN HIGH °° THAN SURROUNDING MULCH 2" MIN. AWAY FROM ° ° TREE TRUNK GRADE TO ALLOW FOR �w TRUNK OF PLANT N PEDESTRIAN AREAS. OTHERWISE STAKING oo 0 0 WILL BE COMPLETED AT CONTRACTOR'S ° ° BACKFILL SETTLING Cn ° FASTEN TRUNK TO WOOD STAKES PER SPECIFICATIONS °a 3" DEEP MIN. MULCH DISCRETION HOWEVER c c � W ° (9 GA.) GALVANIZED TIE WIRE IN 0.5"0 HOSE CHAFING //� w LLJ ° GUARD. BACKFILL SOIL: VA �% z � w < < p z w C� ° ° 100% TOPSOIL ROOT MASS: w z ui z W LU Y � 0 W LLJ ° TO�)�INIISHFDF��,�T�Ra �.��I H �R LVI� .1 L�"�TI�1�F BOTTOM LAYER OF /j�/j���/jam/jam/�� REMOVE CONTAINER AND Q w vCL O EACH TREE MUST BE PLANTED LOOSEN ROOTS IN POTBOUND wo o U Q BACKFILL SHALL BE PLANTS BY SCORING OR SUCH THAT THE TRUNK FLARE IS 2-1/2" MULCH MIN. LIGHTLY TAMPED AND PULLING TRUNK WRAPPING TAPE TO ° VISIBLE AT THE TOP OF THE ROOT ~ CREATE SAUCER AROUND TREE SETTLED WITH WATER BASE LIMBS. ° ° BALL. TREES WHERE THE TRUNK PRIOR TO PLACEMENT PROVIDE DRAINAGE IN w LL ° FLARE IS NOT VISIBLE SHALL BE OF PLANT PLANTING PIT AS NECESSARY Q \ ° REJECTED. DON'T COVERTHE \VVO k '1�WUWU FINISHED GRADE Z SET BASE OF ROOT FLARE ° TOP OF THE ROOT BALL WITH aVA EXISTING SOIL 0 FLUSH TO GRADE. ° ° e SOIL. Ld \ VA \ 0- :z 5 FT DIAM. PLANTER BED (TREE SHRUB PLANTING DETAIL w MULCH RING). 212" MULCH MIN. \ r_ DO NOT PLACE MULCH IN \ NOTES: � CONTACT WITH TREE TRUNK 4" HIGH EARTH SAUCER 1. DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREE . STAKES. CUR AND REMOVE TOP Y3 OF BURLAP FROM BALL. BEYOND EDGE OF ROOT BALL. 2. TREE STAKING SHALL BE AT THE DISCRETION OF CONTRACTOR HOWEVER ANY TREES Z U DISTURBED FROM PLUMB CONDITION DURING THE PLANT WARRANTEE PERIOD WILL BE O L_ BACKFILL SOIL MIXTURE i REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. U 100% TOPSOIL 3. WATER PLANTS THOROUGHLY WITHIN 4 HOURS AFTER INSTALLATION. w w REMOVE ALL TWINE, ROPE, 4. TOPSOIL SPECIFICATION - SEE NOTES. ADD ROOT BARRIER TO STREET / WIRE AND BURLAP FROM TOP 5. PLANT PIT SHALL BE 2X ROOT BALL WIDTH AND SCARIFIED, 0-1Pipe cover TREES (SEE DETAIL HALF OF ROOT BALL. 6. REMOVE ALL TWINE AND TOP HALF OF BURLAP AFTER PLANTING O PLACE ROOT BALL ON 31'- SETTLE SOIL AROUND ROOT BALL UNEXCAVATED OR TAMPED BASE WITH WATER PRIOR TO 2x ROOT BALL MIN. EVERGREEN TREE PLANTING DETAIL 2 SOIL. SCARIFY EDGES OF 8" min PVC pipe sleeve ASTM 3034, SDR 35 Z ADDING UPPER LEVEL TOPSOIL. PIT. N.T.S. w F- z IF PLANT IS SHIPPED WITI-1 A V�� ,/-r �,� key head o O NOTES: �/ / };. }'} /�/� z 1. DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREE WIRE BASKET AROUND ROOT V/VA/° f' //A/ O/z0vRA��� '���� ������� STAKES %AA A`' •A' /VA/� `i%�%� ���� ����i i����`�A/ V) BALL, CUT THE WIRE BASKET /V/ \/� ✓����� 2 y2' master ate valve U) 2. TREE STAKING SHALL BE AT THE DISCRETION OF CONTRACTOR HOWEVER ANY TREES j\\/\\ f �• /\//�` g 0 O Q DISTURBED FROM PLUMB CONDITION DURING THE PLANT WARRANTEE PERIOD WILL BE IN FOUR PLACES AND FOLD /\\//\o \ \ N W M = _ REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE DOWN (8") INTO PLANTING i/j\ \\� A' Z A o o w O4.3. WOPS01 ATER PLANTS SPECIFICATION GHLSEE I NOTES THINHOURS AFTER INSTALLATION HOLE. \�, \\� W J M Z< Y Z 5. ADD ROOT BARRIER TO STREET TREES PER PLANS AND SPECIFICATIONS :� CO 2 Y2 saddle W o N w < oa LLJmay/ W _0 cn TREE PLANTING DETAIL 12" min \//\//� Po0 Of _ 0 J LL \//\\ //\\//\\� > co 0 Z 1 5 \/\ .s:• s• • f Pressure O 0 N.T.S. r%/ �e •rr • •f,• •,•f,e �f•••• //\/ / �o oo, \ r r :• •.•f° \\ 12" in o° irrigation main z v) Z = \ \ f:• f`.. ° :� line supply W cn < o r\ \ °•° y w \\ L1 EASY FIT COMPRESSION TEE: � \ \j\\ \ \\ manual drain valve of Z 00 Q O /\� ��\�\ �\/\/\�/\� ,\��j��j�, RAIN BIRD M DC FTEE /�`/� z i Ei cli M z UJ O O2 NETAFEM POLYLINE: NOTES: 7 N w M o 1. SEE MATERIALS AND LAYOUT PLAN FOR DOUBLE z N i U_ MINIMUM CLEARANCE O O3 TORO DRIP EMITTER w .5 CUBIC YARD J U)FOR DOOR OPENING CHECK VALVE MODEL GRAVEL SUMP Z) z 2. ALL DOUBLE CHECK AND BACKFLOW PREVENTION C/) O O4 TIE DOWN STAKE (TYPICAL) DEVISES MUST MEET LOCAL CODE REQUIREMENTS. a o m 3. USE APPROVED BOX ENCLOSURE WITH LOCKABLE M INTERIOR OR 1 2 3 4 O TURF/FINISH WITH MULCH OR SHRUB LID o uu0D0��� EXTERIOR WALL w Lo Elm Ei Vq HUNTER I-Core �+ MASTER GATE VALVE, MANUAL DRAIN NOTES: V VAJsVE AND DOUBLE CHECK VALUE ~U 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 0 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR � *NOTE* ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF Ld DIRECTION. MOUNT CONTROLLER WITH BCD 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN SCREEN AT EYE LEVEL. CONTROL WIRE IN ELECTRICAL STAKES. CONTROLLER SHALL BE CONDUIT. SIZE AND TYPE 18-24" COILED WIRE Q HARD-WIRED TO GROUNDED 110 PER LOCAL CODE VAC SOURCE. WATERPROOF CONNECTORS (2) ALSO INSTALL MAINLINE FLOW Z zSENSOR AND SOLAR SYNC (WSS) REMOTE CONTROL VALVE Q PER MANUFACTURER'S MODEL PGV-100G, Z RECOMMENDATIONS OPTIONAL FLOW CONTROL w 1/2" POWER SUPPLY CONDUIT G DRIP IRRIGATION LINE INSTALLATION O J BOX INSIDE CONTROLLER J N.T.S. FINISH GRADE L (� � CONNECT PER LOCAL CODE J o Al IRRIGATION CONTROLLER STANDARD VALVE BOX Q — SCH 80 T.O.E. NIPPLE w LJJ 0- MAIN LINE PIPE & FITTINGS O:fO O FINISH GRADE Q w J = O MODEL HUNTER PRO-SPRAY HEAD 2 BRICK SUPPORTS (4) 1 N O LATERAL TEE OR ELL O JUMBO VALVE BOX \o Q z w LATERAL PIPE 2 O FINISH GRADE 3/4" MINUS WASHED GRAVEL J O SCH 80 T.O.E. NIPPLE W 4 5 4 DRIP ZONE KIT 3 OMODEL ICZ-101-XX WITH ne FILTER (TIP 45 DEGREES) CL 6 REGULATOR 25 OR 40 PSI Z ELECTRIC SPRINKLER CONTROL VALVE O SWING JOINT: ® WATERPROOF CONNECTORS (2) Cn FLEX TUBING, 9 N.T.S. = HSBE-050 ELBOWS (2), & O 18-24" COILED WIRE MARLEX STREET ELBOW (1) 5 Vi w © SCH 80 T.O.E. NIPPLE Im z NOTE: z USE HUNTER MP ROTORS, O MAIN LINE PIPE & FITTINGS MODELS 2DOO-35DO TO ACHIEVE o o o bib w 100% DOUBLE COVERAGE 3 4 ® BRICK SUPPORTS (4) 0 6 8 O 3/4" MINUS WASHED GRAVEL g POP-UP MP ROTOR SPRINKLER -4", DATE: DECEMBER 16,2016 0 7 DRIP SYSTEM CONTROL VALVE PROJECT: 160107 N.T.S. ON.T.S. SHEETL4.10F 5