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HomeMy WebLinkAboutLANDSCAPE PLAN LANDSCAPE NOTES: 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT M MATERIALS CAN NOT BE OBTAINED. 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START-UP. 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND CALL OUT SYMBOL NUMBERS. 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"DEPTH OF 1"MINUS SMALL BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. 9. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF L ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE CIVIL GRADING PLAN. 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. 12. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. 13. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0"CLEAR ZONE OF ALL STORM DRAIN PIPE,STRUCTURES,OR FACILITIES. 14. STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 15. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. K TOPSOIL NOTES 1. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION,AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY,TOXICITY,AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. 2. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A J LOOSE, FRIABLE,SANDY LOAM,CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS,CONTRACTOR IS RESPONSIBLE TO EITHER: A. PROVIDE APPROVED IMPORTED TOPSOIL,OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES,OR B. IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT. 3. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM,SURFACE SOIL, REASONABLY FREE OF SUBSOIL,CLAY LUMPS, BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS,STUMPS,ORGANIC MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO 6 1 0 ACHIEVE THIS REQUIREMENT. 4. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED H - - _ 6PI COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND 6P� RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND ORGANIC REQUIREMENTS. RE-TEST TOPSOIL PRIOR 6PI Z i TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A \ - \ FROZEN OR MUDDY CONDITION. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY \ _ - 8PI 5. WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED. I _ 6. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: A. LAWN AREAS:9 INCHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN 13L. �\ i �I + 6PI dpl B. PLANTER BEDS: 18 INCHES MINIMUM �\ r / 7. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND G \ \ \ 6PI FILL DEPRESSIONS,AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2"BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND 1"FOR SEED. 6P/ 8. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. 9. ALL GRAVEL,SUBBASE,AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE On_ _ ® 6PI STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR 6P TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING \ G 8 1 CONTAMINATED WITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO / 6PI LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. l� `� �� j $$ 4PI 4PI 10. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS 8�/ - - AND DISPOSE OF PROPERLY OFF SITE. 71 _* - , � ' Z / w �I I NImC F 1 p / I - CH 8W 8W F L - - - , - Q-� L _ - MAVE _ WEED ABATEMENT NOTES: / as / I 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON - - - I THEM PRIOR TO PLANTING OR HYDROSEEDING. V - - _ + _ 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH"ROUND-UP"(CONTACT HERBICIDE)OR APPROVED EQUAL. / �+� I - - 1 3. DO NOT WATER FOR AT LEAST SEVEN(7)DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. 4p/ / I I N 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN(14)DAYS. AT / + �� I I I I 1 CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE(3-5)DAYS. 8 / / _ I 5. APPLY SECOND APPLICATION OF"ROUND-UP"TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH L - _ - II 1 MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7)DAYS. REMOVE / l / � I I I I I I _ - _ C. �� I WEEDS FROM THE SITE. F 1 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO(2)APPLICATIONS,CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. E / // �SQpi 8w I I I I I 1 7. AT THE TIME OF PLANTING AND HYDROSEEDING,ALL PLANTING AREAS SHALL BE WEED FREE. 0� + 11 i� /' l ,, I 'I - i�1 - / LLJ �� 1/ /// / / / ///� / W ry II / Z � CD NO. REVISION/ISSUE DATE D L - Z - - 0 10 CD co 00oL 10 + 1 1 I °' ig. Q i G4�j S D � _ � 1 ° A � S -U � o � DIG, OR '6VATS FOR THE �7��p�24 + MARKING OF UNDERGROUND °OOOogNDSVCAP�oC�°° LLJ MEMBER UTILITIES °�aO00000000000 - _ H N i ---- -- ILI Q - / w o gCD co / / 1 IIT�hl EY #ANC + PATIr2 F. \ it r� / // I I I reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 3 o II I I 11 j I I PEBBLEBROOK SUBDIVISION ,ll J I 1 II N. MERIDIAN ROAD �I MERIDIAN, ID 83646 A + SUBDIVISION IMPROVEMENTS _j III ID 0- OVERALL LANDSCAPE PLAN o _ c 0 N OVERALL LANDSCAPE PLAN PROJECT 23080 SHEET CD i 60 0 60 120 180 CV DATE NO 07/08/24 Ll o SCALE: 1"=60'-0" ■ O ci w DRAWN BY CHECKED BY LP BSS 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS M \ 6P/ 1 r ¢ - _ AREA 4P1 1 _ 4P 8 6P, ONE F pia L rn �\ — — _ 4Pi 6P/ � 6P1 _ IPI 6PI c 8 \\ \ ' � 4P/ 8 6P/ CO I \ _ I OP/ Z V I � _ 4PI 1 � \` \\ 1 II 1 — _ _ — 4P/ 8 6P \ \ 11 I K \ \ I II I� I ' - - � CD \ \ I 1 1 � I 8 6P/ 1 4 AF KEY MAP \ \ I I ....... 4 1 MA 6P/ 33 TR 0 2 AT PI AP \ \ I 1 >.. 6 \ I \ \ 8 6P 1 LANDSCAPE LEGEND I \ � \ I Iti I \� / \• 9 \ — — 1 4 .`:. / A J G, — ,.a. 01 1 + + PLANTS TO BE INSTALLED rn a \ / 8 � \ PN RF• W g ;L.• \ \ PN / / \ \ \� \ \ 1 °` MG 3 8� — — — — — — — — — — CUT EDGE AS DETAILED p ,• ' \ \ 1 M P / cb 1 0 — — — — — ``t PB ,:t?•;'4 2 — — PROPERTY LINE VERIFY � 2 / / \ \ 1 8 \ O MP \ - HIGH WOOD CLOSED VISION \ / 6'0" G 00 COS AF \ 1 FENCE TO MATCH EXISTING. DOUGLAS Q- I-I FIR RAILS AND INLAND RED CEDAR 2 1 TAHOEI w PICKETS WITH SOUTH BROWN / 4 .t STAIN KWAL 8609 TAHOE BROWN CC .Yt. •��': \ 'i. SEE DETAIL 6/L1.5. l 1 \ yY< I - 5 \ 4 FQC1 ANTITY UOOPLANT IDENTIFI/�ATI N KEY C O Z •y�v { \ / r '.. ..'. .:..moo: .. .. .i•.t. :-.:.. / / \ •1•Y• �1 a• '.1 L 4 CALLOUT NUMBERS / REFER TO NUMBERED \ _ U ni: r a; t.... .�:...` CALL OUT NOTES NOTES BELOW C OU O S rywti.. V \ .�'1 e•''a 1' / ti•4f / ,yat AT arl�: ''3" 1. VISION TRIANGLE. G PA / 1 ..r G ••r' P A I +w,r• 2. PROPOSED MAILBOX LOCATION. 1 S I \ PB 4 3. PROPOSED 5'WIDE CONCRETE MICRO PATHWAY. :i• :r• 4. PROPOSED TURF AREA. •Y• / :•4`• I : ,. \ \ 2 SJ \ \ \ / 5. PROPOSED SEEPAGE BED. NO TREES TO BE PLANTED 22 I .t: :•:'• PB2 MP 2 \ WITH 10'0"OF STORM WATER STRUCTURE. / \ o f` 1:: " 17 \ } t.w. I 1 L1 6. PROPOSED PI KLEBALL RT.SEE DETAIL 11 L1.5. rn — :r�A \ .5 OS C COURT.s / \ ppq O I s 42 8 \ \ 7. PRO POSED VEGETATED SWALE SEE SEED MIX i J O W i L 'S SS .;:. '�•• � '�• INFORMATION ON SHEET L1.4. SEE CIVIL PLANS FOR / 8 4 2 3 ADDITIONAL ROAD WIDENING INFORMATION. / / \ PO ;; SS }' s O �' :� 8. RETAIN AND PROTECT EXISTING 6'-0"WOOD PRIVACY F :' :° :.:... FENCE. / ` ,••• : : �• : 'F:: 9. 6'-0"HIGH WOOD PRIVACY FENCE TO MATCH EXISTING. 8 1 :.,'. LS J9.,_j / \ '.': �'< 41j ' . . ' . DOUGLAS FIR RAILS AND INLAND RED CEDAR PICKETS v .:. • 2 W�� WITH SOUTH TAHOE BROWN STAIN (KWAL 8609 TAHOE W`;� / / / s 1 �� 4 �;`,� BROWN)PER PARAMOUNT SUBDIVISION HOA CC&R. / \ p :.::, "+V".; ';;j:. .;•. g r; (n C� SEE DETAIL 6/L1.5 $� AT i:�.::A'',:,';;, .;..`_+..°: ' ' Q 10. PROPOSED PET WASTE STATION.SEE DETAIL 8/L1.5. 8 W W / 11. PROPOSED 6' STANDARD SURFACE MOUNTED M _>. •'. 4 `^C� U) PERFORATED BENCH WITH BACK, MODEL NUMBER 2 B6WBSM PERF, BY LEISURE CRAFT, INC. INSTALL PER Lij \ \ / / / / \ \ \ sue ' '•? 1 5 >,Z.. Z Lu MANUFACTURERS SPECIFICATIONS. � 11 12. PROPOSED 32 GALLON PERFORATED RECEPTACLE, E 4p 8W " MA J MODEL NUMBER R32-PERF, BY LEISURE CRAFT, INC. 6p/ Fiq l 3 U U INSTALL PER MANUFACTURERS SPECIFICATIONS. SIN �:;...'t..:: c `�: < Q 6 $ l l l 8 8W p/ v v / / / // / / / v v AFw'�' $ g 1 6p/ \ \ \ / / : ',-'' '>" / NO. REVISION/ISSUE DATE D s p/ \ \ \ \ / / / / / 8 L1.5 AT \ \ p/ / / / / / )� 1 `� O 1 8W v 0 W ,,,mr5 below. Q 8 \ \ / / / / I I before you dig. E /l 81 I BUSINESS DAYS VANCE BEFORE ID o T' / \ \ / / / / / \ \ j DE,OR VATE FOR THE o / / \ 8( � �7/��F�O UNDERGROUND o 08/24 6p/ / / / v�.� Oy ARKING OF C 4p/ /l ` °�°O0 a�000000��OOO MEMBER UTILITIES ca 6p/ J 6 / \ \ \ / / / / // / o Q 4p/ J l l / cL 0 6p/ w // // / / // w x Q o UcaaH o 6p/ ZL � � � a 4p/ \ \ l reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702ca 0 41 4 / / 69 8 / / / PEBBLEBROOK SUBDIVISION Q O / 4p/ \ \ \ / / N. MERIDIAN ROAD Qj 6p/ ` \ \ / MERIDIAN, ID 83646 a A 4p6p \ \ \ \ l SUBDIVISION IMPROVEMENTS / 1 / \ � 4p/ < o 6�°/ 2 LANDSCAPE PLAN - AREA ONE fr coCD CD o LANDSCAPE PLAN - AREA ONE PROJECT 23080 SHEET i 30 0 30 60 90 N U DATE N 921 SCALE: 1"=30'-0" 07/08/24 Ll 1 OU DRAWN BY CHECKED BY Q LP BSS 0 N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS M AREA TWO K KEY MAP LANDSCAPE LEGEND J + + 0 PLANTS TO BE INSTALLED — — — — — — — — — — CUT EDGE AS DETAILED — — PROPERTY LINE(VERIFY) 6-0"HIGH WOOD CLOSED VISION FENCE TO MATCH EXISTING. DOUGLAS H FIR RAILS AND INLAND RED CEDAR X PICKETS WITH SOUTH TAHOE BROWN STAIN (KWAL 8609 TAHOE BROWN). ' SEE DETAIL 6/1-1.5. 6P/ FQC1 QUANTITY PLANT IDENTIFICATION KEY CALLOUT NUMBERS 4. _ (� CALLOUT NOTES REFER TO NUMBERED ,..;.:.: :•. '? 6_7 TR Cfl NOTES BELOW G 8 "; / 1. VISION TRIANGLE. 2. PROPOSED MAILBOX LOCATION.AP 3. PROPOSED 5'WIDE CONCRETE MICRO PATHWAY. MI 8 ;. `: :,y 2 4. PROPOSED TURF AREA. P1 ':A`. 3;•::;' 5. PROPOSED SEEPAGE BED. NO TREES TO BE PLANTED MS 8w 6P1 6P1 O n� �• WITH 10'-0"OF STORM WATER STRUCTURE. 4 :. 1 — ~ 6. PROPOSED PICKLEBALL COURT. SEE DETAIL 11/1-1.5. 7. PROPOSED VEGETATED SWALE, SEE SEED MIX 8 w B '`\"�`• INFORMATION ON SHEET L1.4. SEE CIVIL PLANS FOR 8 h. 4PI PO 8 :.. 4 4PI RA ADDITIONAL ROAD WIDENING INFORMATION. 8 AND PROTECT EXISTING 6 0 WOOD PRIVACY 4 ... I RETAIN I : 8 +: w_ .. .... . :..;:•::: •: I FENCE ''' MG _ 8s N. MIT $W 8W 81/�l $W gW : :'::"' ' D 9. 6'-0"HIGH WOOD PRIVACY FENCE TO MATCH EXISTING. -7 CHUM A� I I 5 w I DOUGLAS FIR RAILS AND INLAND RED CEDAR PICKETS r•. - _ E — _ _ _ I ,�.:: I WITH SOUTH TAHOE BROWN STAIN (KWAL 8609 TAHOE I : `. r ;;`,;•.: PN 1 $ $S 8S �� $S O g 7 I BROWN)PER PARAMOUNT SUBDIVISION HOA CC&R. /...V:•,`: SEE DETAIL 6/1-1.5 AT 1 I I I _ — 10. PROPOSED PET WASTE STATION.SEE DETAIL 8/L1.5. I I — — I 11. PROPOSED 6'-0"STANDARD SURFACE MOUNTED _ — — — — — — — — `"�'. I PERFORATED BENCH WITH BACK, MODEL NUMBER I AF I 11 11 1 11 1 — MG �.: 3 •�� ' B6WBSM PERF, BY LEISURE CRAFT, INC. INSTALL PER ' .� , � � I MANUFACTURERS SPECIFICATIONS. 12. PROPOSED 32 GALLON PERFORATED RECEPTACLE, MODEL NUMBER R32-PERF BY LEISURE CRAFT INC. E 1 I 1 .I.r III SS 1 9 I � I INSTALL PER MANUFACTURERS SPECIFICATIONS. `ss• •Y:: I I I I I I 1 I I I �'�_` �.� I I :. 3 II 11 1 I I I I I 1 11 1 1 Sx 4 00 � �'�� I 1 1 I I I ., x..:::•-:I; � I cn I o. ::.:..... �I I - - I L 1 CB 1I :,�. a. : . :: L — - - - - — - - — — — — 1.: w w 1 1 I 1 I 1 I �7 ::: - - - - - - 5 4P I I 1 ;. . ;� :.`:: ... - - - - - - V — — — — II I NO. REVISION/ISSUE DATE W I 1 1 D < w :w 4Pl VP J I 1 1 I f.r. ' : ::',::. II z / / I— — LU 00 V 4 .0 1 N = cc VIP 1 —J \ I I 1..... Q... •>.:,"....•f::..:,''.:.`...,,....,...: •..;•.:.:, — ----- — - - -- — — I Z I g .. , f(•• J. 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I 15 MERIDIAN, ID 83646 1 3S g g SUBDIVISION IMPROVEMENTS \ " 1 ' , \ : : SHEET L1.2': .• 01 00 Cl MATCH-LINE SEE S : — — — •° MATCHLINE,SEE SHEET L1 3 ��� Y`���' LANDSCAPE PLAN AREA TWO o / :<- L o LANDSCAPE PLAN - AREA TWO PROJECT 23080 SHEET i 30 0 30 60 90 N DATE N 2 SCALE: 1"=30'-0" 07/08/24 Ll 2 0 DRAWN BY CHECKLM ED BY Q LP BSS c0 N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS M I r �• �rP•o `: AREA THREE K KEY MAP LANDSCAPE LEGEND J + + 0 PLANTS TO BE INSTALLED — — — — — — — — — — CUT EDGE AS DETAILED — — PROPERTY LINE(VERIFY) 6-0"HIGH WOOD CLOSED VISION FENCE TO MATCH EXISTING. DOUGLAS H FIR RAILS AND INLAND RED CEDAR > X > PICKETS WITH SOUTH TAHOE BROWN STAIN (KWAL 8609 TAHOE BROWN). SEE DETAIL 6/1-1.5. QUANTITY FQ'cl PLANT IDENTIFICATION KEY CALLOUT NUMBERS REFER TO CALLOUT NOTES NOTES BELOWBERED . , ,.:::I I I 1. VISION TRIANGLE. v�l .:Y..,. e. DO :''F'' 2. PROPOSED MAILBOX LOCATION. MAT H-LINE, SEE SHEET L1.2 w C S e 3. PROPOSED 5'WIDE CONCRETE MICRO PATHWAY. �� 8 :'` :;:::: • III ME � 4. PROPOSED TURF AREA. \ \ \ w MATCHLINE - SEE SHEET L1.3 - — — — — — : p — — g �::>` 5. PROPOSED SEEPAGE BED. NO TREES TO BE PLANTED / ,.: ' � — WITH 10'-0"OF STORM WATER STRUCTURE. \ W L S s:' M G GB •J•Y x I 6. PROPOSED PICKLEBALL COURT. SEE DETAIL 11/L1.5. 8 1 S 1 1 Q 7. PR P ED VE ETATED WALE EE EED MIX�' � O OS G S S S / 6 / 10 1 / w 4 \ 4 / MP ;�;.:• PF INFORMATION ON SHEET L1.4. SEE CIVIL PLANS FOR / MP 3 8 ADDITIONAL ROAD WIDENING INFORMATION. IVIA 1 �' W 8. RETAIN AND PROTECT EXISTING 6' 0"WOOD PRIVACY / 3 / / 8 ::...: � FENCE / • •`,�• m CK �.•...•..•.�� �•.• ..�,� 6' 0"HIGH WOOD PRIVACY FENCE TO MATCH EXISTING / / / / \ \ ;?.<.';•;:'> ^''. "•'' 'Q CC g 1 DOUGLAS FIR RAILS AND INLAND RED CEDAR PICKETS / ,.. .. 1 SX 8 / I RA WITH SOUTH TAHOE BROWN STAIN (KWAL 8609 TAHOE .� " '''"•. .::'= MG :••:.:.:•,. 5 BROWN)PER PARAMOUNT SUBDIVISION HOA CC&R. ..... . . ... ,q •�,•. 1 ... ... ... ...+... 4 .••.....••.:::.�..... ... SEE DETAIL 6/L1.5 F SO/vS 8w :., :.::. . .. :.� RN 10. PROPOSED PET WASTE STATION.SEE DETAIL 8/1-1.5. 6 11. PROPOSED 6' 0"STANDARD SURFACE MOUNTED U WITH BACK,CO 4p/ \ \ l / l / / 8 \ g : : `•., * B6WBSSMAPERFBBYCLEISURE C AFT, INC. INSTALL PER \ / : 6 \ J / / / 8 ~''° MANUFACTURERS SPECIFICATIONS. \ ° I 12. PROPOSED 32 GALLON PERFORATED RECEPTACLE, P/ / t•: '•_: AG :fir..: 6 Q \ \ / / / � \ / \ ;.. �;,::>,` 1 � ••;•.,�-�: �:.....: .• .•. �I HPv MODEL NUMBER R32-PERF, BY LEISURE CRAFT, INC. \ \ \ / / / / / \ \ ` p / MP INSTALL PER MANUFACTURERS SPECIFICATIONS. 4p/ Sx RA / / / \ .. _. I CK 9 Q NO. REVISION/ISSUE DATE Lo DHX \ / / MG Q4p 2 811 .0. ........ Q- U is below. \ \ / / I I I I P M I :all before you dig. c BUSINESS 2 '. ,: •.:•, I z IVANCE BEFORES o • ••• ' DIG,GRADE,OR � / \ \ __ / / / I I PC "• :::: I OVATE FOR THE " :.. .,.�,:.::.•.Y' Ul 07/08/pp24 dIARKING OF ftft, or\ 4p/......... \ I I I 2 ..:. :'�•:. �'' ,. � I OOO�Op�ND00 OOO MEMBER UTILITIES ro UYIDERGROUND a: C oa000000000� 4p/T ' o .. 4p/ I P L ............ ........... :. I z Uw a+w I . rn 4p/ I I G B .. . ..... ... ;. Uxz z . . ..... .. Q I f ..� W W U I LS 4 B p/ I 4 :.::..:::. U a •4 •.� E CD 3 :.,.. j 1 PGo is I D reand artners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 3 N pi 2 II ...... ca 7 PEBBLEBROOK SUBDIVISION 9 I N. MERIDIAN ROADo VP I MERIDIAN, ID 83646 a A $ I SUBDIVISION IMPROVEMENTS Y o 2 LANDSCAPE PLAN - AREA THREE fr O co o o LANDSCAPE PLAN - AREA THREE PROJECT 23080 SHEET i 30 0 30 60 90 N DATE � 07/08/24 Ll 3 0 U o SCALE: 1"=30' 0" DRAWN BY CHECK sD) ED BY T s? LP BSS c0 N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS STORMWATER SWALE REVEGETATION REQUIREMENTS M GENERAL OVERVIEW FIBER MULCH MATERIAL THESE REQUIREMENTS OUTLINE THE RECOMMENDED GUIDELINES FOR REVEGETATION OF SIDE-SLOPES, BANKS, GROW NUTRIBASE FROM QUATTRO ENVIRONMENTAL,A COMPOSTED POULTRY BASED MULCH MATERIAL FREE OF AND BOTTOMS(EXCLUDING SAND INVERT AREAS)OF NEW STORMWATER MANAGEMENT PONDS THROUGHOUT THE GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE RATE OF 2000 LBS. PER ACRE. JURISDICTION OF ADA COUNTY HIGHWAY DISTRICT(ACHD).THE RECOMMENDATIONS AND REQUIREMENTS DESCRIBED ORGANIC SOIL AMENDMENT HERE ARE TAKEN IN PART FROM THE ACHD STORMWATER MANAGEMENT POND REVEGETATION GUIDANCE MANUAL GROW NUTRIBOOST FROM QUATTRO ENVIRONMENTAL(OR APPROVED EQUAL)APPLIED AT 5 GALLONS PER ACRE. (ASMPRGM)(DATED:APRIL 2014).THE FIVE MAIN GOALS FOR THE REVEGETATION OF NEW PONDS ARE AESTHETICS, NOXIOUS WEED AND INVASIVE SPECIES MANAGEMENT, FIRE HAZARD REDUCTION,WATER QUALITY AND EROSION TACKIFIER CONTROL. REFER TO SECTIONS OF THE MANUAL AS NOTED IN THESE REQUIREMENTS. MULCH TACKIFIER SOIL STABILIZER-ECOLOGY CONTROLS M-BINDER. TACKIFIER APPLIED AT THE RATE OF 80 LBS. PER ACRE. GENERAL EARTHWORK GRANITE SEED PLANT SCHEDULE PLANT SCHEDULE 1697WEST2100NORTH L ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR CONSTRUCTION. ALL FINISHED GRADES SHALL BE P.O. BOX 177 SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION BETWEEN NEW AND EXISTING GRADES. REFER TO LEHI, UTAH 84043 SYMBOL CODE QTY COMMON BOTANICAL NAME PLANTING SIZE MATURITY SIZE CLASS PERENNIALS GRADING AND DRAINAGE PLANS FOR ADDITIONAL REQUIREMENTS. IF NATURAL TOPSOIL OCCURS AT VARYING DEPTHS 1-800-768-4433 ON THE PROJECT SITE. THE TOPSOIL SHOULD BE EXCAVATED AND STOCKPILED AT DESIGNATED STORAGE AREAS (OR APPROVED EQUAL) 1(�) Dolce® Silver Gumdrop Coral Bells PRIOR TO THE PROPOSED GRADING OPERATIONS. CONIFEROUS TREES HS 3 Heuchera x'Silver Gumdrop' 1 gal. 2'H x 1.5 W DRILL SEEDING DRILL SEEDING IS RECOMMENDED IN THE UPLAND AREAS WITH SLOPES LESS THAN 3:1. 2H x 3W Great Expectations Hosta 1 gal. SEED DEPOSITION SHOULD BE CALIBRATED TO A DEPTH OF 0.25 TO 0.5 INCH. FULL SIZE OR COMPACT RANGELAND Gold Cone Deodar Cedar HX 2 (D CD 3 6� -7� Ht. 25�H x 15�W Hosta x Great Expectations SITE ASSESSMENT DRILLS ARE RECOMMENDED. DEPENDING ON SIZE, DRILLS CAN BE PULLED BY TRACTOR OR ALL-TERRAIN VEHICLE. Cedrus deodara'Gold Cone' CONTRACTOR SHALL ASSESS THE EXISTING SOIL CONDITIONS TO IDENTIFY ANY BARRIERS TO A SUCCESSFUL DRILL SEEDING SHOULD FOLLOW CONTOURS IN TOPOGRAPHY TO MINIMIZE EROSION POTENTIAL. CONTRACTOR'S Upscale 'Red Velvet' Bee Balm Monarda x'Upscale' OPTION TO DRILL SEED OR HYDROSEED UPLAND AREAS. • MX 3 1 gal. 2'H X 3'W ESTABLISHMENT OF THE DESIRED SPECIES DUE TO CONDITIONS AT THE SITE. REFER TO ASMPRGM SECTION 3.3 FOR Bacheri Colorado Spruce VISUAL AND FIELD ASSESSMENT SOIL CHARACTERISTICS. IF VISUAL ASSESSMENT OF SOIL INDICATES ANY UNUSUAL HYDROSEEDING K O PB 5 Picea un ens 'Bacheri' 6' -7' Ht. 18' H x 8' W Goldsturm Black-Eyed Susan SOIL CONDITIONS,THE CONTRACTOR SHALL HAVE THREE 3 SOIL TESTS PERFORMED BY A QUALIFIED SOIL ANALYSIS p g RF 17 Rudbeckia ful Ida sullivantii 'Goldsturm' 1 gal. 2'H x 2�W ( ) MIX SPECIFIED SEED AND ORGANIC SOIL AMENDMENT IN WATER PER MANUFACTURER'S RECOMMENDATIONS. g LABORATORY. THESE RESULTS WILL DIRECT THE PREPARATION OF THE SOIL FOR THE REVEGETATION ACTIVITIES. APPLY SEEDED SLURRY EVENLY IN TWO INTERSECTION DIRECTIONS. DO NOT HYDROSEED AREA IN EXCESS OF THAT Colorado Blue Spruce SS 19 May Night Sage 1 gal. 2'H x 2'W CONTRACTOR SHALL ALSO ASSESS THE EXISTING HYDROLOGICAL CONDITIONS IF ANY AND THE PROPOSED WHICH CAN BE MULCHED ON SAME DAY. KEEP OFF ROADS,WALKS,STRUCTURES AND AREAS NOT TO BE SEEDED. PG 5 Picea pungens 'Glauca' 6' Ht. 45'H x 25'W Salvia X sylvestris 'May Night' TOPOGRAPHY OF THE PROPOSED POND. REFER TO ASMPRGM SECTION 3.4 AND 3.5 FOR ADDITIONAL INFORMATION AND CLEAN UP THESE AREAS. TV' CONDITIONS. AFTER HYDROSEEDING IN UPLAND AREAS,TRACK IN SEED USING A CLEATED CRAWLER WITH TRACK MARKS Vanderwolf's Pyramid Pine SYMBOL QTY COMMON / BOTANICAL NAME SIZE NOTES PERPENDICULAR TO THE SLOPE. AFTER TRACKED, MULCH SLOPE WITH 2O00 LBS. PER ACRE OF FERTILE-FIBER MULCH Pinus flexilis'Vanderwolf's Pyramid' PF 11 6' Ht. 40'H X 20'W SITE PREPARATION MATERIAL AND 80 LBS. PER ACRE OF TACKIFIER. GROUND COVERS TOPSOIL REQUIREMENTS AND PREPARATION AFTER HYDROSEEDING IN WETLAND AREAS, DO NOT TRACK IN SEED USING A CLEATED CRAWLER. AFTER SEEDING, MULCH AREA WITH 2O00 LBS. PER ACRE OF FERTILE-FIBER MULCH MATERIAL AND 80 LBS. PER ACRE OF TACKIFIER. Austrian Pine RTF Sod PIN 4 6' Ht. 55'H x 30'W :`:.::,.:`::' 72,402 sf --- SEEDING TIME J Pinus nigra Rhizomatous Tall Fescue REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES See Notes ARE INSUFFICIENT. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC MATERIAL THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID OCTOBER. IF SEEDING IS 3,801 sf Stormwater Swale Seed Mix MINIMUM, FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION,AND OTHER EXTRANEOUS MATERIALS HARMFUL TO APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION IS NOT REALIZED PRIOR TO FALL DORMANCY,THEN PO 5 Oregon Green Austrian Pine 6' Ht. 20'H x 15'W PLANT GROWTH. RESEEDING SHALL BE APPLIED IN EARLY SPRING,AS SOON AS SOIL IS WORKABLE(NOT MUDDY)BETWEEN MARCH AND Pinus nigra'Oregon Green' TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE MID MAY. THIS PLANTING TIME PROVIDES THE OPTIMUM WEATHER CONDITIONS FOR SEED GERMINATION AND SEEDLING MULCH FERTILE, FRIABLE, NATURAL LOAM,SURFACE SOIL, REASONABLY FREE OF SUBSOIL,CLAY LUMPS, BRUSH,WEEDS AND SURVIVAL RATE. SEEDING AFTER NOVEMBER 20,'DORMANT SEEDING'INSURES THAT THE SEED DOES NOT GERMINATE 1" minus Small Bark Mulch OTHER LITTER,AND FREE OF ROOTS, STUMPS,ORGANIC MATTER LARGER THAN 2 INCHES IN ANY DIMENSION,AND PRIOR TO FREEZING WINTER TEMPERATURES AND SEED SHOULD BE IN PLACE FOR THE EARLY SPRING RAINS. DECIDUOUS TREES 18,548 sf Bark Mulch OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THIS REQUIREMENT. o 1" Black and Tan Perma Bark ___ CONTRACTOR SHALL HAVE(3)TOPSOIL SAMPLES TESTS PERFORMED BY A QUALIFIED SOIL ANALYSIS TEMPORARY SUPPLEMENTAL IRRIGATION Flame Amur Maple 2,696 sf Rock Mulch LABORATORY. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A THE CONTRACTOR SHALL PROVIDE SUPPLEMENTAL IRRIGATION IN SITUATIONS WHERE IMMEDIATE VEGETATION + AG 3 Acer ginnala'Flame' 3" Cal. B&B 20 H x 20 W Class I QUALIFIED SOIL ANALYSIS LABORATORY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS ESTABLISHMENT IS DESIRED,SUCH AS HIGHLY VISIBLE SITES OR EROSION PRONE AREAS OR WHERE IT MAY BE H SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL NECESSARY FOR SEEDLING ESTABLISHMENT. BE AMENDED TO ACHIEVE SPECIFIED PH AND ORGANIC REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL SEEDED AREAS SHOULD BE IRRIGATED USING OVERHEAD SPRAY OR ROTOR IN-GROUND SPRINKLER IRRIGATION COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A FROZEN OR • AP 3 Princeton Gold Norway Maple 3" Cal. B&B 45'H x 40'W Class II MUDDY CONDITION. SYSTEM. IT IS RECOMMENDED THAT, IF USED,THE IRRIGATION BE CONTINUED FOR AT LEAST TWO(2)SEASONS. SEE Acer platanoides 'Princeton Gold' PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY IRRIGATION PLANS. WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE,AS REQUIRED GENERAL MAINTENANCE AND MONITORING Pacific Sunset Maple COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: THE CONTRACTOR SHALL MAINTAIN THE SITE FOLLOWING REVEGETATION FOR THE PERIOD OF TWO(2)YEARS. + AT 8 Acer truncatum x platanoides 'Warren red'TM 2" Cal. B&B 30 H X 25 W Class I GRASSES AND FORBS:6 INCHES MINIMUM THIS INCLUDES REMOVAL OF VOLUNTEER TREES AND SHRUBS, LITTER CONTROL,WEED CONTROL AND MOWING OF TALL GRASSES AT THE DISCRETION OF ACHD STAFF. MOWING SHOULD ONLY BE PERFORMED WHERE FORBS,SHRUBS FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND AND TREES ARE NOT PLANTED. FILL DEPRESSIONS,AS REQUIRED TO MEET FINISH GRADES. SITES SHALL BE VISITED EVERY TWO(2)WEEKS FOR MONITORING AND ASSESSING THE SEEDING SUCCESS. G • Sienna Glen Maple •• AF 5 Acer x freemanii 'Sienna' 3" Cal. B&B 50'H x 35'W Class II TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. VISUAL ASSESSMENT BY TRAINED PERSONNEL SHOULD OCCUR SEVERAL TIMES OVER THE THE NEXT TWO(2)GROWING SEASONS FOLLOWING THE REVEGETATION PROJECT.VISUAL ASSESSMENTS SHALL INCLUDE ESTIMATIONS OF ALL GRAVEL,SUBBASE,AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE VEGATATIVE COVER AND ESTABLISHMENT,VEGETATION SPECIES COMPOSITION,SOIL CONDITIONS AND HYDROLOGICAL STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR y � CC 6 Royal Purple Smoke Tree 2" Cal. B&B 15'H x 10'W Class I TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING CONTAMINATED CONDITIONS. VISUAL ASSESSMENT WILL IDENTIFY PROBLEM AREAS WHERE REVEGETATION AND SITE PREPARATION � r Cotinus coggygria'Royal Purple' EFFORTS WILL BE REQUIRED. SITES SHOULD BE MONITORED FOR PRESENCE OF NOXIOUS WEEDS AND INVASIVE WITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. SPECIES. REAPPLY HERBICIDE AS NEEDED FOLLOWING MANUFACTURER'S GUIDELINES AND MAINTENANCE PERSONNEL EXPERTISE. OTHER POST-MONITIORING METHODS ARE DESCRIBED IN ASMPRGM SECTION 8 AND SHOULD BE Princeton Sentry Maidenhair Tree FOLLOWED. • GB 5 Ginkgo biloba'Princeton Sentry' 3 Cal. B&B 50 H x 30 W Class II TOPSOIL DISTRIBUTION RESEEDING EFFORTS SHALL FOLLOW THE SPECIFIED SEED MIXES FOR THE PROJECT ALONG WITH ONCE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH GRADING HAS BEEN ACCOMPLISHED,THE TOPSOIL RECOMMENDATIONS FROM ASMPRGM SECTION 6. F SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS AS SPECIFIED. WHERE NEEDED,SLOPES SHOULD BE Worplesdon Sweetgum GRADED WITH SERRATION TO HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND LIGHTLY COMPACTED LS 13 Liquidambar styraciflua'Worplesdon' 3" Cal. B&B 40 H X 25 W Class II UTILIZING A SMALL CLEATED TRACTOR MOVING PERPENDICULAR TO THE CONTOURS OR ANOTHER METHOD WITH EQUAL CAPABILITY. IT IS OUR RECOMMENDATION THAT ANY NECESSARY MECHANICAL MEANS OF EROSION CONTROL BE IN PLACE PRIOR TO BEGINNING SITE DISTURBANCE. ONCE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVEGETATION SEEDING SHALL FOLLOW IMMEDIATELY. IN PA 3 Bloodgood London Plane Tree 2" Cal. B&B 50'H x 40'W Class II ORDER TO ELIMINATE SURFACE CRUSTING AND TO FACILITATE BETTER ROOT PENETRATION,THE SURFACE SHOULD BE Platanus x acerlfolia'Bloodgood' SCARIFIED PRIOR TO SEEDING. COMPOST ADDITION TO THE TOPSOIL TR 4 Redmond American Linden 2" Cal. B&B 35'H x 25'W Class E + Tilia americana x euchlora'Redmond' COMPOST ADDITION RATES WILL BE DEPENDENT ON THE QUALITIES OF THE COMPOST AND THE QUALITIES OF THE TOPSOIL. COMPOST APPLICATION RATES SHALL BE DETERMINED BY CONSULTATION WITH A QUALIFIED RECLAMATION SPECIALIST,AGRICULTURAL PROFESSIONAL OR A REPRESENTATIVE OF THE COMPOST PRODUCER. CONTRACTOR FLOWERING TREES SHALL HAVE ONE(1)SAMPLE OF THE COMPOST TESTED BY A QUALIFIED SOIL ANALYSIS LABORATORY. Prairifire Crabapple IF APPLYING COMPOST, LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. PROVIDE WEED ABATEMENT MP 9 Malus x'Prairifire' 3" Cal. B&B 20'H x 20'W Class I PROCEDURE. APPLY SOIL AMENDMENTS ACCORDING TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INCHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. MS 2 Spring Snow Crabapple 2" Cal. B&B 25'H x 20'W Class I NO. REVISION/ISSUE DATE Malus x'Spring Snow' REFER TO ASMPRGM SECTIONS 4.1.2 AND 4.1.3 FOR ADDITIONAL INFORMATION. D Canada Red Chokecherry PROBLEMATIC SOIL CONDITIONS 6 • PV 2 Prunus virginiana'Canada Red' 3" Cal. B&B 25'H x 20 W Class I SITE INVESTIGATION AND TOPSOIL ANALYSIS MAY INDICATE THE NEED FOR REMEDIATION OF PROBLEMATIC SOIL 811 . CONDITIONS SUCH AS COMPACTION OR NUTRIENT EXCESSES OR DEFICIENCIES. SEE ASMPRGM SECTION 4.2 FOR i�l � lo o Chanticleer Pear ADDITIONAL REQUIREMENTS. whaft below. D PC 8 Pyrus calleryana'Glen's Form'TM 3" Cal. B&B 40'H x 15'W Class II :an before you WEED ABATEMENT t BUSINESS DAYS 0 IVANCE BEFORE o DIG,GRADE,OR 5 NVATE FOR SYMBOL CODE QTY COMMON BOTANICAL NAME PLANTING SIZE MATURITY SIZE NOTES ALL AREAS TO BE PLANTED OR SEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO �0�0 �7/�8/24 oo WIARK NG OF THE ", CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ROUND-UP(CONTACT HERBICIDE)OR APPROVED EQUAL. DO PLANTING OR SEEDING. °°O000O ap�OA�o°°° MEMBER UND UTILITIESUNDERGRO C SHRUBS NOT WATER FOR AT LEAST SEVEN(7)DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. CONTRACTOR SHALL OPERATE Coral Beauty Cotoneaster THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN(14)DAYS. AT CONCLUSION OF THIS WATERING • CB 25 Cotoneaster dammeri 'Coral Beauty' 5 gal. 2'H x 6'W PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE(3-5)DAYS. APPLY SECOND APPLICATION OF ROUND-UP TO ALL Blue Rug Juniper EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO p Q r JH 20 2 gal. 0.5'H x 6'W NOT WATER FOR AT LEAST SEVEN(7)DAYS. REMOVE WEEDS FROM THE SITE. IF ANY EVIDENCE OF WEED GERMINATION z Juniperus horizontal is Wiltonii EXISTS AFTER TWO(2)APPLICATIONS,CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. AT THE W rr Compact Oregon Grape TIME OF PLANTING AND SEEDING,ALL PLANTING AREAS SHALL BE WEED FREE. w ^� Mahonia aquifolium 'Compacta' z z o MA 36 2gal. 3'Hx4'W `%,U) 0 Coppertina Ninebark SEEDING w w o PM 20 Physocarpus opulifolius'Mindia' 5 gal. 8 H X 6 W THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. ¢ Q J v v o B ILI Blue Shag White Pine SEED MIX FOR INTERMITTENTLY FLOODED OR SATURATED SITE a g PERCENT OF PB2 17 Pinus strobus'Blue Shag' 2 gal. 3�H x 3�W z � a WI POUNDS PER LIVE PURE LIVE RODN EY E1 ANS + PA FRS a + + + + Otto Luyken English Laurel COMMON NAME BOTANICAL NAME SEED PER ACRE SEED IN MIX p 011 g 3 H X 6 W reand artners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 + PL 25 Prunus laurocerasus 'Otto Luyken' 5 al. o 3 ROUGH BENTGRASS Agrostis scabra 0.02 .2 Gro-Low Fragrant Sumac • RA 15 2 gal. 2'H x 6'W AMERICAN SLOGHGRASS Beckmannia syzigachne 0.27 2.5 E Rhus aromatica'Gro-Low' PEBBLEBROOK SUBDIVISION j J Flower Carpet White Rose CANADA WILDRYE Elymus canadensis 3.03 29 L RN 15 2gal. 3'Hx3'W SLENDER WHEATGRASS Elymustrachycaulus 1.92 18 N. MERIDIAN ROAD Rosa x'Noaschnee' WESTERN MANNAGRASS Glyceria occidentalis 1.11 11 0 = MERIDIAN, ID 83646 Neon Flash Spirea MEADOW BARLEY Hordeum brachyanterum 0.77 7 A + Si 22 Spiraea japonica'Neon Flash' 2 gal. 3'H x 3 W WESTERN WHEATGRAS Pascopyrum smithii 2.77 27 SUBDIVISION IMPROVEMENTS cn Anthony Waterer Spiraea TUFTED HAIRGRASS Deschampsia caespitosa 0.35 3.4 + J SX 28 Spiraea x bumalda'Anthony Waterer' 5 gal. 5 H x 5 W FOWL BLUEGRASS Poa palustris 0.11 1 0 o \�0 Pink Dawn Viburnum ARTIC RUSH Juncus arcticus 0.04 .3 VP 26 5 gal. 8'H x 6'W SMALL-FRUITED BULRUSH Scir us microcar us LANDSCAPE DETAILS cE n 0+ 6 Viburnum x bodnantense 'Pink Dawn' p p o.06 s TOTAL 10.42 100 W ORNAMENTAL GRASSES PROJECT SHEET N .°°� Karl Foerster Feather Reed Grass 23080 a CK 17 Calama rostis x acutiflora'Karl Foerster' 1 gal' 6 H x 2 W g N DATE C\j MG 15 Maiden Grass 1 gal. 6'H x 4'W 07/08/24 ,/410��v Miscanthus sinensis 'Gracillimus' L1 . 4 it �Vi" Shenandoah Switch Grass w PS 42 1 gal. 4'H x 3 W DRAWN BY CHECKED BY T Panicum virgatum 'Shenandoah' LP BSS 0 N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS B 1"x6"CEDAR BOARD B' M 8"x6"CEDAR TOP RAIL PRESSURE TREATED WESTERN ROOT FLARE TO BE AT SOIL LINE SECTION A-A' RED CEDAR POST CONCRETE MOWSTRIP PREVAILING WIND DIRECTION V < a CONCRETE FOOTING CV N SCORE JOINT,AT EACH POST SOIL LINE G ° REMOVE DEAD/DAMAGED BRANCHES AND ' ' 7"x6"x8%#2 OR BETTER, NO FENCE POST PRUNE TO INTERNATIONAL SOCIETY OF HOLE, KILN DRIED INLAND L ARBORICULTURE STANDARDS; IMPROPERLY RED CEDAR TRIM PRUNED TREES(AS DETERMINED BY THE LANDSCAPE ARCHITECT)SHALL BE REMOVED a"x6"X6%#2 OR BETTER, NO AND REPLACED. DO NOT REMOVE MAIN 2 HOLE, KILN DRIED INLAND ° LEADER!! 0 1 1 11 RED CEDAR PICKETS,SPACE FENCE POST, SET POST PRIOR TO I INSTALLATION OF MOWSTRIP 0 1/2"APART RUBBER CINCH TIE PLAN VIEW 6" 6" 2"x6",#2 OR BETTER, CONCRETE MOWSTRIP,PLACE 2"x 2"WOOD STAKE(LENGTH AS DOUGLAS FIR RAIL,TOP RAIL MOWSTRIP PRIOR TO INSTALLATION REQUIRED)-DO NOT PENETRATE ROOTBALL. SET 12"BELOW TOP OF POST. OF FENCE FABRIC SEE NOTE 1. SET STAKES PARALLEL TO MIDDLE RAIL TO BE PREVAILING WIND. CENTERED BETWEEN TOP a AND BOTTOM RAIL. _ - K Z REMOVE TREE WRAP TRUNK PROTECTION, iv cO - AFTER INSTALLATION - - r7 tr I� O - III e. IIIIIIII Q _ J U - -III .<° _ IIIIII III-III - SET FINISH GRADE PER PLAN CONSTRUCT 2"EARTH BERM AT EDGE OF ROOTBALL, FILL TREE RING W/MULCH,AS III=11I 111 2"x6",#2 OR BETTER, DOUGLAS FIR RAIL, -III-III III III- O _ = = TOP RAIL SET 12"ABOVE FINISH GRADE SPECIFIED. o SET TOP OF POST FOOTING 6" z -11I-III -III- IIII III '° ° '< N I III - BELOW FINISH GRADE -III a =1 SET FINISH GRADE AS SPECIFIED in m 3"THICK MULCH LAYER, KEEP MULCH 3"AWAY N IIII CONCRETE FOOTING As DETAILED O FROM TRUNK. 11I 4"x4",4"X6"OR 6"X6"PRESSURE _ III=1 TREATED WESTERN RED CEDAR POST �+ L _ FINISH GRADE IIIIIIII WITH BEVELED TOP, SET 8'-0"APART SECTION -III-III - COMPACTED SUBGRADE ELEVATION =III O.C. VIEW -III-I -=_ w �w �� �/�/�/��� COMMERCIAL SLOW RELEASE FERTILIZER CONCRETE FOOTING AS SPECIFIED - - �Q c) xV��V�\ VV� � �� � �% TABLETS 4»4�, 4�, Cf) 0- AV SIDES OF HOLE ROUGH&UNEVEN 6"AGGREGATE BASE III BACKFILL WITH APPROVED TOPSOIL AND NOTE: COMPACTED SUBGRADE NOTE: - SOIL AMENDMENTS AS SPECIFIED. IIII' BACKFILL IN 6"LIFTS,WATER EACH LAYER, 1. REFER TO SPECIFICATIONS FOR CHAINLINK FENCE INSTALLATION. 1. REFER TO PLAN FOR FENCE LOCATION. 2. REFER TO LAYOUT PLAN FOR MOWSTRIP LOCATIONS. WIDTH WIDTH WIDTH WIDTH WIDTH TAMP LIGHTLY AS REQUIRED, BACKFILL 2, PANELS OF FENCE TO ALTERNATE SIDES AT EVERY POST. SEE SECTION A-A'. 3. SCORE JOINTS @ 10'O.C.OR AT EACH POST. 3" DEPTH OF MULCH AT PLANTER OF BALL OF BALL OF BALL OF BALL OF BALL SOIL EVEN W/TOP OF ROOTBALL, BEDS 1 5'- MIN. DIA. 'I DO NOT SETROOVER BALLONNATIV 6'-0" TALL WOOD CLOSED VISION FENCE FENCE IN MOWSTRIP $ TREE RING H SET ROOTBALL ON NATIVE, UNDISTURBED6SOIL SCALE: 1/2"= 1'-0" g SCALE:3/4"= 1'-0" - - - - - -_ NOTES: 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP%3 OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM APPROVED TOPSOIL AND SOIL ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. AMENDMENTS AS SPECIFIED PET WASTE FINISH GRADE I 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER THE CONTRACTOR IS RESPONSIBLE TO ENSURE 1 I I I K THAT ALL TREE ARE PLANTED TRAI HT AND THAT THEY REMAIN TRAI HT F R LEN TH F WARRANTY PERT D R 1 YEAR PER PLANS S STRAIGHT STRAIGHT O G O O O � DOGIPOT AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE I PET SIGN(ITEM#1203/ PLANTER BED CUT EDGE 3. M WARRANTY PERIOD. ° 1204) IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE � �+ G (TYPICAL AT TREES I N TURF AREAS) NOT TO SCALE ARCHITECT BEFORE PROCEEDING. oo 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT �N mmoo ALUMINUM DOGIPOT@ MATERIAL. I JUNIOR BAG 5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING O DISPENSER(ITEM METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. #1002-2) 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. I �o A' A' 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 8. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0"IN WIDTH, PROVIDE TREE ROOT BARRIER(DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS STEEL TRASH SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS,CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. RECEPTACLE WITH LID A=LENGTH,AS SPECIFIED _ (ITEM#1206-L) OR PER PLANT SCHEDULE m DECIDUOUS TREE PLANTING y, ,Q. TELESCOPIC F4 B=85%OF'A' NOT TO SCALE GALVANIZED STEEL MOUNTING POST(ITEM #1301-P) ROOT FLARE TO BE AT SOIL LINE. I=II =III=11 I FINISH GRADE PER PLANS N ° 1I1I1I PLAN VIEW fiEL4 (o 111 Ii11111i� GROUNDCOVER PLANTING PER PLANTING PLAN PREVAILING WIND DIRECTION i� II 11 111=� IIII=1 I I 111= MULCH, PER PLANS, 3"DEPTH OVER ENTIRE BED. =III=III- REMOVE DEAD/DAMAGED BRANCHES AND =1I=11 9" =III= COMPACTED DO NOT COVER CROWNS OF PLANTS 1 PRUNE TO INTERNATIONAL SOCIETY OF - SOIL LINE 11 111 IIIIIIITi = SUB-GRADE BACKFILL WITH - SO ARBORICULTURE STANDARDS; IMPROPERLY APPROVED TOPSOIL AND SOIL E TILL SOIL TO A DEPTH OF I PRUNED TREES(AS DETERMINED BY THE L AMENDMENTS,AS SPECIFIED. LANDSCAPE ARCHITECT)SHALL BE REMOVED -i/� � � � ° AND REPLACED. DO NOT REMOVE MAIN /� _ /�/� LEADER!! III/� /�/� -IIII III xNv����/���/���/��/fix SUBGRADE �� �� �� �� �� �� �� �� r� RUBBER CINCH TIE DOGIPOTO PET STATION A � A���A���� o ,o 2"x 2"WOOD STAKE(LENGTH AS =III III III III III III III III � 117 SCALE: 1/2"= 1'-0" - REQUIRED)-DO NOT PENETRATE ROOTBALL. MODEL 1 1 003-L II IIII III III I� II 1 -III-III - a SEE NOTE 1. SET STAKES PARALLEL TO a PREVAILING WIND. NO. REVISION/ISSUE DATE D SECTION 55' NOTES: 0 6 CONSTRUCT 2"EARTH BERM AT EDGE OF 5' 20' 5' 811 e o .0 1. ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN. o v ROOTBALL, FILL TREE RING W/MULCH,AS oN 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER o SPECIFIED. 00 BEDS. 4 wbarsbelow o ;all before you dig. I BUSINESS DAYS Z, T 3"THICK MULCH LAYER, KEEP MULCH 3"AWAY o FROM TRUNK. IVANCE BEFORE o o 4VATE FOR THE GROUNDCOVER PLANTING / DIG,GRADE,OR c o �OOO�I Q o UNDERGROUND -6 UC vw MARKING OF 9 o NOT TO SCALE e• OO O NDSCAP oo °° ME2MBER UTILITIES a r' e O q F �O C wo FINISH GRADE �������������� 3 Ld 71 O wV��\ V�� 2"STRIPING BY PLEXIPAVE IN z o III ���/j�� // _ COMMERCIAL SLOW RELEASE FERTILIZER COLOR WHITE,TYPICAL p TABLETS H H REMOVE ANY PLASTIC, BURLAP, NAILS,OR OTHER �� = =III- -III=III=1 INSTALL PICKLEBALL NET U v w �+ \ � I MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT SIDES OF HOLE ROUGH&UNEVEN PER MANUFACTURER'S SPECIFICATIONS ROOT GROWTH v z z BACKFILL WITH APPROVED TOPSOIL AND CONSTRUCT 2' EARTH BERM TO FORM A WATER WIDTH WIDTH WIDTH WIDT WIDTH SOIL AMENDMENTS AS SPECIFIED. PICKLEBALL POST PER " z ww v � \� RETENTION BASIN, FILL BERM WITH MULCH,AS OF BALL OF BALL OF BALL OF BALL OF BALL BACKFILL IN 6"LIFTS,WATER EACH LAYER, MANUFACTURER'S z a v v ti\ • � g �� ��� '/, TAMP LIGHTLY AS REQUIRED, BACKFILL SPECIFICATIONS v x w SPECIFIED 5' MIN. DIA. � � a a ti ♦ � �' SOIL EVEN W/TOP OF ROOTBALL, 4'-0"TALL VINYL COATED a C7 a TREE RING DO NOT OVER COMPACT!! z � ~' � � MULCH, PER PLANS, 3"DEPTH OVER ENTIRE BED. DO o _ - - NOT COVER CROWNS OF PLANTS CHAINLINK FENCE IN 3 jSET ROOTBALL ON NATIVE, UNDISTURBED CONCRETE MOWSTRIP PER reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 xx PROVIDE COMMERCIAL FERTILIZER TABLETS AND SOIL PLANS, SEE DETAIL 9/L1.5 BIOSTIMULANT,AS SPECIFIED, FOR EACH SHRUB X�%III III= NOTES: EDGE OF PAVEMENT BACKFILL WITH APPROVED TOPSOIL AND SOIL 2 PEBBLEBROOK SUBDIVISION 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP/3 OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM AMENDMENTS,AS SPECIFIED. BACKFILL IN 6"LIFTS, ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY N. MERIDIAN ROAD IIII 1 L WATER EACH LAYER, DO NOT TAMP OR OVER BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. o T = COMPACT. 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE MERIDIAN, ID 83646 I '' THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR A 12" WIDTH OF 12" CONSTRUCT 6"MOUND OF TOPSOIL AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE SUBDIVISION IMPROVEMENTS un AN. ROOTBALL MIN. WARRANTY PERIOD. INTERIOR SURFACE BY 0 3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE PLEXIPAVE TO BE PAINTED IN o NOTES: ARCHITECT BEFORE PROCEEDING. COLOR LIGHT BLUE,TYPICAL Q�l 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT 1. SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID IN NURSERY. MATERIAL. EXTERIOR SURFACE BY LANDSCAPE DETAILS CE a 2. WATER SHRUB TWICE WITHIN FIRST 24 HOURS. 5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING C) 3. THIN BRANCHES AND FOLIAGE BYY3. METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. PLEXIPAVE TO BE PAINTED IN 0 4. DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE. 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. NOTES: COLOR MEDIUM GREEN, N i 5. FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND, SPLIT THE ROOTBALL WITH 3 EQUAL SPACED TYPICAL PROJECT SHEET � 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 1. PLEXPAVE HARDCOURT SYSTEM TO BE INSTALLED PER MANUFACTURERS SPECIFICATION. 23080 �I VERTICAL CUTS. a SHRUB PLANTING CONIFEROUS TREE PLANTING PICKLEBALL COURT LAYOUT DATE N 07/08/24 Ll 5 3 NOT TO SCALE 5 NOT TO SCALE $ SCALE: 1"= 10' it a_ DRAWN BY CHECKED BY T Q LP BSS 0 N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS IRRIGATION NOTES 1. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 135 G.P.M.WITH 65 P.S.I.AT THE SOURCE AND 45 P.S.I.AT THE HEADS. 2. ALL LATERAL LINES THAT ARE NOT LABELED SHALL BE 3/4"DIAMETER. 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR M CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. 4. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MECHANICAL,AND ELECTRICAL ENGINEERING SHEETS. 5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. 6. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR CAPPED AND MARKED WITH A 2"X 4"PAINTED STAKE EXTENDING TO 24"ABOVE GRADE. STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 18"BEYOND BACK OF CURB OR EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL AS NECESSARY AT HARD SURFACE LOCATIONS. 7. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. 8. IRRIGATION CONTROLLER(S)ARE TO BE LOCATED AS SHOWN ON THE PLAN. CONTROLLERS SHALL BE WIRED TO L POWER SUPPLY BY A LICENSED ELECTRICIAN PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE BUILDING THROUGH APPROPRIATE SIZED CONDUIT. 9. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C.,STATE CODES, LOCAL CODES,AND MANUFACTURER'S RECOMMENDATIONS. 10. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. 11. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 12. ALL 24 VOLT POWER WIRES SHALL BE#14 AWG COPPER. ALL ABOVE GROUND 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVC CONDUIT. ONE POWER WIRE SHALL BE PROVIDED BACK TO THE CONTROLLER FOR EACH VALVE. ALL COMMON WIRES SHALL BE#12 AWG COPPER. ALL 24 VOLT WIRES SHALL BE TAPED TOGETHER AT TEN FOOT (10'-0") INTERVALS. K 13. INSTALLATION SHALL COMPLY WITH ALL NATIONAL,STATE,AND LOCAL LAWS AND ORDINANCES. 14. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. 15. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THOSE TWO YEARS SHALL BE FREE OF EXPENSE TO THE OWNER. 16. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD(1 YEAR). 17. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED,AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT. 18. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO SPRINKLER NOZZLES, SPRINKLERS, PIPE,AND OTHER IRRIGATION EQUIPMENT LOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS REQUIRED TO AVOID DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL ENSURE HEAD TO HEAD COVERAGE AND NOT OVERSPRAY THE BUILDING OR OTHER IMPROVEMENTS. 19. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS,THEY SHALL BE LOCATED IN THE LANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL. 20. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. 21. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. J1 0 DRIP IRRIGATION NOTES H _ _ 6P/ c 1. THE PLANTER BEDS SHALL BE IRRIGATED WITH A NETAFIM DRIP IRRIGATION SYSTEM OR APPROVED EQUAL. THE CONTRACTOR IS RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER DETAILS PROVIDED, MANUFACTURER'S 6Pr RECOMMENDATIONS AND THE FOLLOWING REQUIREMENTS: A. NETAFIM TECHLINE HCVXR DRIP TUBING SHALL BE USED FOR FORMAL PLANTER BED AREAS, .53 GPH \ \ - 6PI Z EMITTER(a) 18"EMITTER SPACING AND 18"ROW SPACING SHALL BE USED. OP/ B. AAE OW VOLUME CONTROL ZONE KIT SHALL BE INSTALLED PER EACH ZONE. SEE NOTES, LEGENDS AND C. ALL ZONES SHALL BE INSTALLED WITH A MANUAL LINE FLUSHING VALVE. SEE DETAIL. \ - - D. ALL DRIP TUBING SHALL BE BURIED AND STAKED TO PREVENT EXPOSURE OF PIPE THROUGH MULCH AS \ \ DETAILED. 6PI 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL THE DRIP SYSTEM SO THAT THE OPTIMUM AMOUNT OF 13- \�\ - 6?P/ WATER IS APPLIED TO ENSURE THE HEALTH OF ALL PLANT MATERIAL. EXTRA DRIP TUBING ARE TO BE INSTALLED AT ALL TREES PLANTED WITHIN DRY LAND SEEDING AREAS TO INSURE PROPER WATERING IF NECESSARY. SEE G \�\ r \ �� / \ DETAIL. \ \ _ ' \ _j \ \ - 6PI 3. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A MEETING WITH THE LANDSCAPE ARCHITECT AND THE 6P/ OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH ANY IRRIGATION INSTALLATION IN ORDER TO REVIEW J ` \ WORK TO BE DONE. / _ / ® 6P/ 4. ALL PVC LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT MINIMUM DEPTH OF TWELVE INCHES w ��, 6P (12"). SIZE AS NECESSARY. (SEE PIPE SIZING NOTES ON THIS SHEET.) l / �/ 5. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE OWNER 6 P I WITH AS-BUILT DRAWINGS AND INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM. Q _ , 6. PROVIDE NETAFIM TUBING AS PER DETAILS TO ENSURE EACH SHRUB AND TREE RECEIVES ADEQUATE IRRIGATION. l� ` / - / `� � ` �� 4PI 4PI BURY NETAFIM AS SPECIFIED.ADJUST NETAFIM LOCATION TO OBTAIN COMPLETE COVERAGE. REFER TO NOTES �CPZlcf� ` _N - - - - FOR SPECIFICATIONS. r MIT F _ _ o� l \ _j / __ J� �v� - - _ �H�MAVE 8w 8w �� I PRESSURE IRRIGATION SYSTEM r `�j` `�/ / ` - - -ems - �I I NON-POTABLE WATER NOTES - -I I 1. ALL VALVE BOXES QUICK COUPLER VALVES SPRINKLER HEAD COVERS AND AUTOMATIC CONTROL VALVES SHALL / - __j4p� I I BE PURPLE TINTED IDENTIFICATION MATERIAL, MARKED WITH"DO NOT DRINK" WARNING. / 2. INSTALL FINDER TAPE OVER ALL IRRIGATION MAINS AND SUB-MAINS. TAPE SHALL BE 2"WIDE, METALLIC RED IN / \ _ _ �' I I COLOR,WITH THE WORDS"DANGER-UNSAFE WATER"OR"NON-POTABLE WATER"CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. TAPE SHALL BE PLACED BETWEEN SIX INCHES(6")AND EIGHTEEN INCHES(18")BELOW THE 1�, cb L - _ - - - I C, I SURFACE, DIRECTLY ABOVE THE TOP OF THE PIPE. l , J i i °°� I CAUTION NOTICE / G4FgS C3!Q/ / _ _ �I ' J THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, L _ _ MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO > I I REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO W I II I RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. / // /// / o z I I SYSTEM OPERATIONAL NOTES o I I `�I SYSTEM OPERATION: NO. REVISION/ISSUE DATE D 120II I I (BASED ON HISTORICAL CLIMATE) \ _ �/ CONTROLLER SETUP: / _ CD _ / / / - - OOI A CYCLING TECHNIQUE WILL BE USED FOR APPLICATION OF WATER, EACH STATION RUN TIME WILL BE APPLIED 811 . �I THREE(3)DIFFERENT START TIMES. THEREFORE STATION RUN TIMES REFLECT ONE THIRD(1/3)THE TOTAL ` o o / / / / \ 8 / o II APPLICATION. PEAK WATER APPLICATION WILL REQUIRE IRRIGATION EVERY NIGHT. SET CONTROLLERS FORS ��� o 00 Q TIME#1 AT 7:30P.M.,START TIME#2 AT 12:00A.M.,AND START TIME#3 AT 5:30A.M. EXTEND WATER WINDO IF RE( vwhars below. //�/ // _ �'/j' \ 1 L I n0/ TO MEET PEAK WATER REQUIREMENTS. ;all bufore wu dig. ( L I IIINITIAL STATION RUN Z BUSINESS DAYS EG`�g TIMES: U� 07R VATS OR THE /08/24 v v MARKING OF DRIP ZONES:SHRUBS-5 MINUTE CYCLES. o�O��F�000 UNDERGROUND C \ \ / / //// / / \ G�30 - \ II W STANDARD LNOZZLE ROTARY ZONESY ZONES:TURF- :TURFMINUTE CYCLES.CYCLES. �0000 aDo��o0 000o MEMBER UTILITIES \ �/ SYSTEM BALANCING: N c� \ AS THE SYSTEM OPERATES,SOME ZONES WILL BE WET WHILE OTHERS ARE DRY. ADJUST ONLY THOSE STATIONS w y o J ` / / /// / _ \ WHICH REQUIRE ADDITIONAL OR LESS WATER. FOR EXAMPLE, IF STATION A7,A 50'-0"ROTORY ZONE IS ALWAYS DRY, E~ a CHANGE THE STATION A7 RUN TIME FROM FIFTEEN(15)MINUTES TO SIXTEEN(16)MINUTES. CONTINUE MAKING U v w + ADJUSTMENTS UNTIL THE ZONE MOISTURE CONTENT IS ACCEPTABLE. USE NOZZLE CHANGES OR NOZZLE SCREW w ADJUSTMENTS TO ADJUST WET AND DRY AREAS WITHIN A ZONE. x w 0 B _j 00 \ RODNEY EVANS + PARTNERS reand artners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 � _j/ \ I I PEBBLEBROOK SUBDIVISION I II N. MERIDIAN ROAD JI I MERIDIAN, ID 83646 A L I SUBDIVISION IMPROVEMENTS ILI 0- OVERALL IRRIGATION PLAN W OVERALL IRRIGATION PLAN PROJECT 23080 SHEET CD i 60 0 60 120 180 N DATE 0 07/08/24 L2 . 0 o' SCALE: 1"=60' 0" a� DRAWN BY CHECKED BY LP BSS 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS M \ s�i 6P/ "Of 6P/ 4P, 6 AREA ' ONE _ I - - - - 4P, 6P/CL L \ \ - - - - _ 4P� L P 6P/ � a 6P/ \ V - - - - IPI 6P/ \ \ - � 4P, 6P/ 00 OP/ Z \ I - 4P/ I 0) \� \V II 1 I II I - - 4P, 6P/ K 6P/ KEY MAP \ \ I I I I l 1 6P/ � FE I A\ \ 11 1 1 PI 15 15 6P/ 15 1" 6 1�4" 15 .(1 15 15 12 2" � 7 J \ / `S PO C 15 1�4" 2 12 12 D1 15 15 12 12 ( 12 12 O� /> - \ II - � ' O / ' V 2 15 15 1 12 J 12 12 112 12 R4 / 1/4' 12 / L2.5 i p - 4\ 1 14 R2 // �\ 1%' o. 0.75 1�4° 8W r - - - - - - - - - - - - - - --- O 1 / / � 8I _ - - - - - - - Poci 3.0 1r4" � , R3 // / / / �� - R5 1" - VALVESCHEDULE cQ (1/ 1/4 (1 3.0 \ ,.5 0.75 1 1 NUMBER MODEL SIZE TYPE GPM PSI PRECIP H rn a I °� 1%4" / I O (1 1Y. 1.5 / / CO 1 D1 Netafim LVCZS8010075-HF 1" Area for Dripline 12.56 39.9 0.38 in/h (� �1 - = 1 D2 Netafim LVCZS8010075-HF 1" Area for Dripline 30.42 43.5 0.38 in/h 5 1/4„ 0.75 I I (� D3 Netafim LVCZS8010075-HF 1" Area for Dripline 13.16 40.4 0.38 in/h II 4.0 1�4 0 % \� 5 / �� I I 11 5 D4 Netafim LVCZS8010075_HF 1" Area for Dripline 10.37 37.8 0.38 in/h / 0 Q� / / / Q 1.5 I of 1.5 D5 Netafim LVCZS8010075 HF 1" Area for Dripline 9.5 36.6 0.38 in/h OIL / / \ - `� \ L2.5 / / J� I 1" 5 R1 Hunter ICV-G-R 1" Turf Rotor 14 39.7 0.49 in/h 3.0 / / 0.75 I Ov R2 Hunter ICV-G-R 1" Turf Rotor 15.6 39.5 0.5 in/h _ L �� / J 5 �V / 1.5 L - �.5 R3 Hunter ICV-G-R 1" Turf Rotor 8.5 38.5 0.15 in/h - - - - - - - - - 0 / 1 / // 1.5 1 R4 Hunter ICV-G-R 1-1/2" Turf Rotor 20.5 35.5 0.4 in/h F \ 0 1.5 1" 1.5/ R5 Hunter ICV-G-R 1" Turf Rotor 5.22 33.4 0.12 in/h G 1%4" 0 3.0 Q� 1 0.7 5 = (, 1 1Y4„ / (1 R6 Hunter ICV-G-R 1" Turf Rotor 4.4 32.7 0.26 in/h / 1„1 1.5 R7 Hunter ICV-G-R 1" Turf Rotor 13.52 34.2 0.49 in/h / / I 1" 3 1. R8 Hunter ICV-G-R 1" Turf Rotor 6.6 33.7 0.29 in/h 2 5 1Y4 15 R9 Hunter ICV-G-R 1" Turf Rotor 17.08 35.7 0.44 in/h C Z 4p/ 1" (� R10 Hunter ICV-G-R 1" Turf Rotor 12.1 34.6 0.24 in/h �\ 0.75 L2.5 // / / 8 3.0 �./ 0 / � - � / .5 3 ��\ 1 C R11 Hunter ICV-G-R 1-1/2 Turf Rotor 25.08 33.6 0.47 in/h / \ O W \ \ - �\ \ J 4p 4 R12 Hunter ICV-G-R 1" Turf Rotor 4.4 32.5 0.27 in/h L2.5 / R13 Hunter ICV-G-R 1 Turf Rotor 8.4 33.8 0.48 in/h 2 3. p R14 Hunter ICV-G-R 1" Turf Rotor 13.5 38.5 0.55 in/h 5 0.75 .5 D5 _ R15 Hunter ICV-G-R 1-1/2" Turf Rotor 22.36 35.5 0.65 in/h F / R16 Hunter ICV-G-R 1" Turf Rotor 13.2 34.0 0.22 in/h 1° 9.5 o\T 1 / 4 TS1 Hunter ICV-G-R 1-1/2" Turf Spray 33.35 32.6 1.55 in/h / / / / - // (l CU R14 3 / L2.5 TS2 Hunter ICV-G-R 1-1/21I Turf Spray 31.2 32.2 1.6 in/h °' a / S� 075 TS3 Hunter ICV-G-R 1-1/2 Turf Spray 31.25 32.2 1.6 in/h o ` \ \ // 1-51 V. 4 TS4 Hunter ICV-G-R 1" Turf Spray 20.8 34.1 1.55 in/h TS12 1/4" TS5 Hunter ICV-G-R 1" Turf Spray 18.16 33.5 1.56 in/h 75 TS6 Hunter ICV-G-R 1-1/2" Turf Spray 31.09 32.2 1.58 in/h 1 18. 1 / TS7 Hunter ICV-G-R 1-1/2" Turf Spray 28.19 32.3 1.52 in/h 8w 0.75 75 / R13 1" TS8 Hunter ICV-G-R 1" Turf Spray 20.53 34.1 1.61 in/h 0 17 3.0 / 1Y4" TS9 Hunter ICV-G-R 1-1/2" Turf Spray 24.94 32.4 1.62 in/h CO 1 8.4 / / E 4p/ \ / l l / � \� 8w 17 0 TS10 Hunter ICV-G-R 1-1/2" Turf Spray 27.4 32.3 1.72 in/h 6P �/ / / l / l / G�Fq / 17 17 / cv 4 TS11 Hunter ICV-G-R 1-1/2" Turf Spray 24.77 32.7 1.41 in/h SQ / TS12 Hunter ICV-G-R 1" Turf Spray 18.6 36.4 1.39 in/h N ST 17 1 1�� 1"/ J' J 6pl \ \ l l l l /l /l 11 \ \ 8 8W 17 17 C%1. a" 3�� 0 / W LU 4p/ \ \ 171 3.0 =1 = CALLOUT NUMBERS 6p/ \ \ \ _ / / / / \ 8 \ / .0 / / w 1 LU CALLOUT NOTES �NOTESBELO U) REFER TO UVMBERED w 17 b.5 / o / LU LU co 6P/ / / / / / / / 1.0 / 1. CONNECT NEW IRRIGATION SUB MAINLINE AT NEW PRESSURIZED IRRIGATION NO. REVISION/ISSUE DATE \ / / / / 8w 1 LU LU SERVICE IN THIS APPROXIMATE LOCATION,SIZE PER PLAN. REFER TO CIVIL PLANS D 4P/ / / / / / / / 8 / z z FOR ADDITIONAL INFORMATION. M 6p/ / / / / / CO o / / 0 8W = _ 2. 2"WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS 4p/ ` / C) C) REQUIRED. 811 e o �pl /l /l 8W Q Q V o o - �� 3. PEDESTAL MOUNT'HUNTER'HCC-4000-SS CONTROLLER WITH'HUNTER'EZ-DM - --- vwhars below. / / , MODULE FOR TWO-WIRE SYSTEM. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE ;all before YOU dig. p/ - / / / / / / - \ 8 GRADE WIRES SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT(2"MINIMUM L >, � i!BUSINESS DAYS IVANCE BEFORE o IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFI DIG,GRADE,OR ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION 07/08/24 OVATE FOR THE �0 6p/ \ / / / CO / \ o'(OO / V w MARKING OF 9 CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY �O� v Q�O� UNDERGROUND a C 4p/ \ \ / / / / \ 1 OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE o aD0000000 MEMBER UTILITIES 3 J 6p/ / / / / OWNER APPROVED. REVISE LOCATION AS REQUIRED. 4. ROUTE 2 WIRE BRANCH(IN 1"PE CONDUIT)AND RUN TO NEW REMOTE CONTROL 6 / - / / / / / VALVES. LOCATE EZDM DECODER AND GROUND RODS AS NECESSARY. w O s CO / / � 5. INSTALL'NETFAIM'OPERATION/PRESSUR INDICATOR STAKE AT END OF DRIPZONE U v w + 6p/ // // / // LINE TO ENSURE PROPER FUNCTIONALITY. MODEL 10-F-01. w 6. INSTALL MANUAL FLUSH VALVES AT END OF DRIP ZONE LINE FOR MAINTENANCE ¢ z O d PURPOSES. w w U o B 6P / / / // / 7. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE MAINLINE, LATERAL LINE AND Z a o / OTHER MATERIALS ARE SHOWN IN ASPHALT OR CONCRETE HARDSCAPE AREAS, IT z Q - / / / SHALL BE LOCATED IN ADJACENT LANDSCAPE AREAS. RODNEY EVANS + PARTNERSCD 4p/ - �/ reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 4 m 6 / - , \ / 1 PEBBLEBROOK SUBDIVISION �Q 4p/ N. MERIDIAN ROAD 6p/ / MERIDIAN, ID 83646 A 4p6P - l SUBDIVISION IMPROVEMENTS 1 / 4i°/ < o 6p o a / IRRIGATION PLAN - AREA ONE CE W C� IRRIGATION PLAN - AREA ONE PROJECT 23080 SHEET CD 'zT i 30 0 30 60 90 N U DATE o o' SCALE: 1"=30'-0" 07/08/24 L2 . 1 it DRAWN BY CHECKED BY Q LP BSS 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS M AREA i TWO o � I K KEY MAP J VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM PSI PRECIP H D1 Netafim LVCZS8010075-HF 1" Area for Dripline 12.56 39.9 0.38 in/h D2 Netafim LVCZS8010075-HF 1" Area for Dripline 30.42 43.5 0.38 in/h 4 D3 Netafim LVCZS8010075-HF 1" Area for Dripline 13.16 40.4 0.38 in/h 6p�14„ TS2 D4 Netafim LVCZS8010075-HF 1" Area for Dripline 10.37 37.8 0.38 in/h 7 1Y2' 1. D5 Netafim LVCZS8010075-HF 1" Area for Dripline 9.5 36.6 0.38 in/h 12 12 6P/ R1 Hunter ICV-G-R 1" Turf Rotor 14 39.7 0.49 in/h 12 12 6P1 4 R2 Hunter ICV-G-R 1" Turf Rotor 15.6 39.5 0.5 in/h 12 12 12 12 12 2„ 1„_ R3 Hunter ICV-G-R 1" Turf Rotor 8.5 38.5 0.15 in/h 12 12 12 2 1Ya" 6P1 R4 Hunter ICV-G-R 1-1/2" Turf Rotor 20.5 35.5 0.4 in/h 8 12 2" 12 2 � 1%4"� P TS3 R5 Hunter ICV-G-R 1" Turf Rotor 5.22 33.4 0.12 in/h G 12 12 12 12 12 � / 1Y2' 1 R6 Hunter ICV-G-R 1" Turf Rotor 4.4 32.7 0.26 in/h 8W 1 12 - 12 2 12 7 6P/ TS4 TS5 R7 Hunter ICV-G-R 1" Turf Rotor 13.52 34.2 0.49 in/h 12 12 2 12 p' 4 1" o. 4 R8 Hunter ICV-G-R 1" Turf Rotor 6.6 33.7 0.29 in/h 8W 12 12 12 12 2" 1" ,� 6r 1Y4" R9 Hunter ICV-G-R 1" Turf Rotor 17.08 35.7 0.44 in/h 1 0 8W 12 12 12 12 12 1/a 7 1 „ 6P1 1 1 7 R10 Hunter ICV-G-R 1" Turf Rotor 12.1 34.6 0.24 in/h 1. 2' 12 12 �1�4 1Ya" 1/44 OC3 1�4 i 12 12 1/a" R11 Hunter ICV-G-R 1-1/2" Turf Rotor 25.08 33.6 0.47 in/h 12 12 2 R12 Hunter ICV-G-R 1" Turf Rotor 4.4 32.5 0.27 in/h 8W 1" 12 12 -� 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4 4PI 4PI R13 Hunter ICV-G-R 1" Turf Rotor 8.4 33.8 0.48 in/h (� 8W 12 12 12 12 12 12 12 - 12 2 2 - 12 12 12 12 12 12 - - - - I R14 Hunter ICV-G-R 1" Turf Rotor 13.5 38.5 0.55 in/h 1.5 ` cJ 6 8W 1/a 1 1 II I R15 Hunter ICV-G-R 1-1/2" Turf Rotor 22.36 35.5 0.65 in/h F 5 5 ' - - - _ N. MATCH 8W 8W 8W 8W 8W I R16 Hunter ICV-G-R 1" Turf Rotor 13.2 34.0 0.22 in/h V I w I TS1 Hunter ICV-G-R 1-1/2 Turf Spray 33.35 32.6 1.55 in/h MACE. _ o _ 1� I TS2 Hunter ICV-G-R 1-1/2" Turf Spray 31.2 32.2 1.6 in/h - 8 S 8 - 8S- o I 10 I TS3 Hunter ICV-G-R 1-1/2" Turf Spray 31.25 32.2 1.6 in/h 1.5 I - - - 10 �I I TS4 Hunter ICV-G-R 1" Turf Spray 20.8 34.1 1.55 in/h 1Ya" (� 5 I 1 I I 1 - - - _ 10 TS5 Hunter ICV-G-R 1" Turf Spray 18.16 33.5 1.56 in/h I R16 1 I 1 / ` - - o - - - - - - - - 10 10 NI I TS6 Hunter ICV-G-R 1-1/2" Turf Spray 31.09 32.2 1.58 in/h 1" 13. 1 II I 1 I I - - - 17 17 - - _ _ N - - - - 12 10 I TS7 Hunter ICV-G-R 1-1/2" Turf Spray 28.19 32.3 1.52 in/h 1Ya" I I I - - _ _ - - - - - - - 10 10 0_ I TS8 Hunter ICV-G-R 1" Turf Spray 20.53 34.1 1.61 in/h 15 1 II ' II I II 1 / I r F- - I ll .6 10 �I W I TS9 Hunter ICV-G-R 1-1/2" Turf Spray 24.94 32.4 1.62 in/h 1 .51 I 10 10 10 I TS10 Hunter ICV-G-R 1-1/2" Turf Spray 27.4 32.3 1.72 in/h 17 1 17 - - - E TS6 TS11 Hunter ICV-G-R 1-1/2" Turf Spray 24.77 32.7 1.41 in/h I 4 I I I I I 12 12 1° 10 10 1Lill I TS12 Hunter ICV-G-R 1" Turf Spray 18.6 36.4 1.39 in/h 3.0 1OC7 I I I I I I I I I ' I I 12 1Y2" I 1Yz" 1.1 N I I I I I I I 1 10 10 5 I I 15 00 10 I _ � I � I I I I I I I I I II 15 TS11 �I L - _ - - -_ - POC4 2n 10 10 w I /� CALL NUMBERS 17 1 17 1 /1 I tf' REFER TO NUMBERED 1.� 1 1Y 4. - - - - - - - - - J 1 NOTES BELOW � - - - - - - 10 10 I CALLOUT NOTES - - - 4 - - - - - - - - I 1. CONNECT NEW IRRIGATION SUB MAINLINE AT NEW PRESSURIZED IRRIGATION NO. REVISION/ISSUE DATE 1Ya" l ` \ \ 4P ` ` \ I I I I I / I I 1.5 1 10 10 I I SERVICE IN THIS APPROXIMATE LOCATION,SIZE PER PLAN. REFER TO CIVIL PLANS D L2.6 I FOR ADDITIONAL INFORMATION. 0 1„ / / 4p/ JI II I I 1'5 I I 2 10 10 I 2. 2"WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS / - I - - - 00 W I REQUIRED. o IY4" / / � \ I ' I I I 1.5 1. I L2.6 10 10 W \ 0 3.0 / / P� I I I R12 I 3. PEDESTAL MOUNT'HUNTER'HCC-4000-SS CONTROLLER WITH'HUNTER'EZ-DM ��� 10 N / / / / � � � � � J I I ' I I ill 1" 4.4 - - - - J 10 10 I vwraes below. co N / / I MODULE FOR TWO-WIRE SYSTEM. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE :all before you dig. / N CV l / / 4PI ` ` I I 1.5 - - - LU - - - I GRADE WIRES SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT(2"MINIMUM a euslNEss oars L / 1.5 - - - - - - - - 4 10 10 I Q IVANCE BEFORE o IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFI DIG,GRADE,OR 4P 4 1' _ - - Q NVATE FOR THE / W W / / / / / �� L I 3" - - I ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION 07/08/24 / W w0�0 v� MARKING OF ti LU Lu / / / -7 O � 10 10 10 I Z CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY �O� C V Q�O� UNDERGROUND a 0 =1 = / / / / / / / ` - 4 / \ \ - �132" Z I Q OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE °OOOo aD0000000 MEMBER UTILITIES n> C Cn / / / / / / / / 1.5 1.5 I Z I 0 10 0 w I OWNER APPROVED. REVISE LOCATION AS REQUIRED. y .0 // w l w / / // / / / / // / / 4 P cs 1 4 1 I Of I N I w / Cn co 10 10 10 I 4. ROUTE 2 WIRE BRANCH(IN 1"PE CONDUIT)AND RUN TO NEW REMOTE CONTROL / / / / / / / / / / / 1 m TS7 > > I I I VALVES. LOCATE EZDM DECODER AND GROUND RODS AS NECESSARY. w z W W / / / / / / / / 2" 1.5 P� D4 Z L_ - 1/2" 0 10 1/a" I z H o Z Z // / / // / / // / / / I 1/z g 10 5. INSTALL'NETFAIM'OPERATION/PRESSUR INDICATOR STAKE AT END OF DRIPZONE U v w // // / L 1" 10. - - - J - - - - 1" 10 10 j" �I I LINE TO ENSURE PROPER FUNCTIONALITY. MODEL 10-F-01.00 H L2 6 1" 3.0 0 1�2" - - - - - - - - L2.6 10 I 6. INSTALL MANUAL FLUSH VALVES AT END OF DRIP ZONE LINE FOR MAINTENANCE z Q 1.5 10 I PURPOSES. w w o 1/4" 11. I 1 aQ _4 .01 / / / / / / // 1.5 I 1Y2" 10 I Uzi` xv 1. B / / i . 10 7. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE MAINLINE, LATERAL LINE AND Ca a ti 1/2' 1. R11 I I I a z o o w / / D2 OTHER MATERIALS ARE SHOWN IN ASPHALT OR CONCRETE HARDSCAPE AREAS, IT z h.5 10 � � aC7a Y \ / / / / // / / 1 5 1%" 5.1 I 1" 0 10 I i SHALL BE LOCATED IN ADJACENT LANDSCAPE AREAS. RODNEY EVANS + PARTNERS a + + + + 4 � 1 - - - - - - 1°2 10 I reandpartners.com+208-51 a-3300+1450 W.Bannock Street,Boise,Idaho 83702 1.5 / N 3 3 1.5 1• h 5 �I R10 _ _ _ 1 - - - - - - 10 I PEBBLEBROOK SUBDIVISION 4 10 10 N. MERIDIAN ROAD / 1" 12.1 B G`F�Sp/V 8w l 1 I 1 1 I 10�10 N� I MERIDIAN, ID 83646 A ST / 11.5 -� 1 1 I 11 1�4 15 10 SUBDIVISION IMPROVEMENTS _CD1 / 1 1 1 5 0 l \ BWi� 1.5 I allol L2.6 10 10 0_ 1 / / MATCHLINE - SEE SHEET L2.2 1 „ 4 MATCHLINE - SEE SHEET L2.2 10 N�w / MATCHLINE - SEE SHEET L2.3 0.75 , �.5 L - - - - MATCHLINE - SEE SHEET L2.3 Ts$ 10 1Ya" 1" �I I IRRIGATION PLAN - AREA TWOCE a, / _ p ( _ 1.5 1.5 1.5 1.5 10 10 I I > / "� \ 1�� 0. _T 1�� W c� IRRIGATION PLAN - AREA TWO PROJECT 23080 SHEET i 30 0 30 60 90 N DATE o o' SCALE: 1"=30'-0" 07/08/24 L2 . 2 it w DRAWN BY CHECKED BY T Q LP BSS 0 1 2 3 4 5 6 7 8 9 1 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS M P =0 L o I 14 AREA �� ' ,� THREE,�.. . if III 1 I 1J1�iI K KEY MAP J VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM PSI PRECIP H D1 Netafim LVCZS8010075-HF 1" Area for Dripline 12.56 39.9 0.38 in/h D2 Netafim LVCZS8010075-HF 1" Area for Dripline 30.42 43.5 0.38 in/h D3 Netafim LVCZS8010075-HF 1" Area for Dripline 13.16 40.4 0.38 in/h D4 Netafim LVCZS8010075-HF 1" Area for Dripline 10.37 37.8 0.38 in/h D5 Netafim LVCZS8010075-HF 1" Area for Dripline 9.5 36.6 0.38 in/h R1 Hunter ICV-G-R 1" Turf Rotor 14 39.7 0.49 in/h R2 Hunter ICV-G-R 1" Turf Rotor 15.6 39.5 0.5 in/h R3 Hunter ICV-G-R 1" Turf Rotor 8.5 38.5 0.15 in/h R4 Hunter ICV-G-R 1-1/2" Turf Rotor 20.5 35.5 0.4 in/h R5 Hunter ICV-G-R 1" Turf Rotor 5.22 33.4 0.12 in/h G / /� �� 6w� \ 5 I I I I WI I� R6 Hunter ICV-G-R 1" Turf Rotor 4.4 32.7 0.26 in/h MATCHLINE - SERE SHEET L2.2 � � `� 1�4�I MATCH SEE SHEET 21910"- N w R7 Hunter ICV-G-R 1" Turf Rotor 13.52 34.2 0.49 in/h 00 �� 1 , „ R8 Hunter ICV-G-R 1" Turf Rotor 6.6 33.7 0.29 in/h / MATCHLINE - SEE SHEET L2.3 �' 0.75 h.5 L - - - - MATCHLINE - SEE SHEET L2.3 TS8 10 1A 1° I „ O ( c� , 1.5 1 5 1.5 1.5 10 10 I I R9 Hunter ICV-G-R 1 Turf Rotor 17.08 35.7 0.44 in/h 1.5 1�4 C) uJ 1" o. - 1, - I R10 Hunter ICV-G-R 1" Turf Rotor 12.1 34.6 0.24 in/h 8W � > 10 1" I R11 Hunter ICV-G-R 1-1/2" Turf Rotor 25.08 33.6 0.47 in/h 1,5 � - - �1� Q � 10 10 10 �I 4 1" 5 6 L.0 Do 10 I R12 Hunter ICV-G-R 1" Turf Rotor 4.4 32.5 0.27 in/h 4 1.5 1" 4l 1" 4 .5 1.5 z L2.6 10 10 I R13 Hunter ICV-G-R 1" Turf Rotor 8.4 33.8 0.48 in/h 1.5 1„ z 10 NI w I R14 Hunter ICV-G-R 1" Turf Rotor 13.5 38.5 0.55 in/h R9 G/30 11 \ 10 I R15 Hunter ICV-G-R 1-1/2 Turf Rotor 22.36 35.5 0.65 in/h / / 8 f� 10 R16 Hunter ICV-G-R 1" Turf Rotor 13.2 34.0 0.22 in/h F / / / / / / � \ 1" 17.1 R8 1.5 / 13 \ ` O L2.6 � �� I G/ m 7 10 TS1 Hunter ICV-G-R 1-1/2" Turf Spray 33.35 32.6 1.55 in/h 1.5 30 - I TS2 Hunter ICV-G-R 1-1/2" Turf Spray 31.2 32.2 1.6 in/h 1" s.s 8W i Z L2.6 5 6 �I 1 p Y y 1.5 - _ _ TS3 Hunter ICV-G-R 1-1/2" Turf Spray 31.25 32.2 1.6 in/h 1.5 �� 2 - - - - NI I TS4 Hunter ICV-G-R 1" Turf Spray 20.8 34.1 1.55 in/h G4 8W G/3 .7 .5 I TS5 Hunter ICV-G-R 1" Turf Spray 18.16 33.5 1.56 in/h 'ISD/VS, TS6 Hunter ICV-G-R 1-1/2" Turf Spray 31.09 32.2 1.58 in/h CO son- I TS7 Hunter ICV-G-R 1-1/2" Turf Spray 28.19 32.3 1.52 in/h TS8 Hunter ICV-G-R 1" Turf Spray 20.53 34.1 1.61 in/h 0.7 R6 TS9 Hunter ICV-G-R 1-1/2" Turf Spray 24.94 32.4 1.62 in/h 4p/ ` \ // G/30 1" 4.4 TS10 Hunter ICV-G-R 1-1/2" Turf Spray 27.4 32.3 1.72 in/h E 8 / / / / / �� 10 I TS11 Hunter ICV-G-R 1-1/2" Turf Spray 24.77 32.7 1.41 in/h 4PI / _ 1 4 TS12 Hunter ICV-G-R 1" Turf Spray 18.6 36.4 1.39 in/h R7 11� 1Ya" \1�4 1 1" 13. NUMBERSCALLOUT 10 7"r REFER TONUMBE NUMBERED - - - 1.0 3 10 10 10 4 CALLOUT NOTES NOTES BELOW 1.5 1 , 1 Q 1. CONNECT NEW IRRIGATION SUB MAINLINE AT NEW PRESSURIZED IRRIGATION NO. REVISION/ISSUE DATE 1 1Y4 10 12 I I SERVICE IN THIS APPROXIMATE LOCATION,SIZE PER PLAN. REFER TO CIVIL PLANS D // / // / \ \\ 10 1 I 0 FOR ADDITIONAL INFORMATION. CL 4p/ // / / / // \\ \\ 5 6 1 10 4 TS9 I Q 2. 2"WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS 8 ' 10 10 1YZ" 4elf 10 . REQUIRED. CD 1�2" 10 ILL] 3. PEDESTAL MOUNT'HUNTER'HCC-4000-SS CONTROLLER WITH'HUNTER'EZ-DM __ whar �sq / / / I I I 10 D3 MODULE FOR TWO-WIRE SYSTEM. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE :all before you dig. GRADE WIRES SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT 2"MINIMUN z BUSINESS DAYS L 9 10 1" 13. Z ( )VANCE BEFORE o - 1" 10 IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFI DIG,GRADE,oR L2.6 pVATE FOR THE o ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION �o�p 07/08/24 „o idARKING OF 1 CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY O ` O UNDERGROUND a 10 ° `�Foo 4p/ \ \ \ �l 11 I I L2.6 10 N 1 OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE 000OOo aD0000000 0�00 MEMBER UTILITIES 3 o C 10 I OWNER APPROVED. REVISE LOCATION AS REQUIRED. CD10 4p/ 1 I 10 N I 1 4. ROUTE 2 WIRE BRANCH(IN 1"PE CONDUIT)AND RUN TO NEW REMOTE CONTROL J \ 1 I I P005 0 I VALVES. LOCATE EZDM DECODER AND GROUND RODS AS NECESSARY. 40 c 10 1I HE~ 10 I 5. INSTALL'NETFAIM'OPERATION/PRESSUR INDICATOR STAKE AT END OF DRIPZONE U v w + \ J I I 1Y2" 1y"' 10 10 I LINE TO ENSURE PROPER FUNCTIONALITY. MODEL 10-F-01. w w 10 I UZZ � 1 10 6. INSTALL MANUAL FLUSH VALVES AT END OF DRIP ZONE LINE FOR MAINTENANCE - z 10 I Q � Cd o 10 10 ill PURPOSES. wa w� o 0 B 10 10 TS10 7. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE MAINLINE, LATERAL LINE AND Ca a ti o 10\ 1Y2" 7. OTHER MATERIALS ARE SHOWN IN ASPHALT OR CONCRETE HARDSCAPE AREAS, IT z / 10 SHALL BE LOCATED IN ADJACENT LANDSCAPE AREAS. RODNEY EVANS + PARTNERSCD 10 10 I reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 i 10 w 0') 4p � � J 10 10 w0 � / II I E 10 10 ° I PEBBLEBROOK SUBDIVISION U >. 10 i N. MERIDIAN ROAD MERIDIAN, ID 83646 A V) SUBDIVISION IMPROVEMENTS 01 CJ 1 U O O a IRRIGATION PLAN - AREA THREE Ir W C� IRRIGATION PLAN - AREA THREE PROJECT 23080 SHEET CD 'zT i 30 0 30 60 90 N DATE o 07/08/24 L2 . 3 o' SCALE: 1"=30' 0" it DRAWN BY CHECKED BY T Q LP BSS 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS M = II,-FINISH GRADE IRRIGATION SCHEDULE IRRIGATION SCHEDULE O VALVE BOX L = 3M ULG CONNECTORS (SPLICE ALL WIRE 11 X 17 VALVE BOX AS = PAIRS) SPECIFIED ° SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI PREFORMED SUPER SERVISEAL Hunter PROS-04-PRS30-CV-R 10 Series Hunter EZDM 8"ADS WATERPROOF WIRE SPLICE KIT 10 10 10 0 Turf Spray, 30 psi regulated 4in. Pop-Up. With factory installed 128 30 0 0 EZDM decoder output module. Plug-in module converts any ICC2 1 2"BUCKNER BRASS ANGLE BRICK o T H F Drain Check Valve, and Reclaimed Purple Body Cap. Co-molded controller to 2-wire decoder system (up to 54 stations maximum). z VALVE WITH"T"HANDLE OR wiper seal with UV Resistant Material. To be installed on Universal Decoder Stake Kit (DECSTAKEIO). SERVICE LINE:2"SEAMLESS APPROVED EQUAL POC1 Point Of Connection 2 1/2" 1 COPPER WATER TUBE,TYPE"K". ao Hunter PROS-04-PRS30-CV-R 12 Series BRASS OR TYPE"L"HARD COPPER 3/4"BRASS BALL DRAIN VALVE PE-89 SHIELDED CABLE. LEAVE 24"SLACK 12 12 12 12 Turf Spray, 30 psi regulated 4in. Pop-Up. With factory installed 88 30 POC2 PIPE IS ACCEPTABLE(NO SPLICING WITH"T"HANDLE WIRE ROLLED NEATLY K Q T H F Drain Check Valve, and Reclaimed Purple Body Cap. Co-molded M Point of Connection 2 1/2" 1 IS ALLOWED) wiper seal with UV Resistant Material. POC3 2"PVC ADAPTER FILTER FABRIC BARRIER FrI Point of Connection 2 1/2" 1 Hunter PROS-04-PRS30-CV-R 15 Series FORD FB1100 OR MUELLER 15008 6"DEEP PEA GRAVEL SUMP f (0 O POC4 Point of Connection 2 1/2" 1 CORPORATION STOP FOR 2" 15 15 15 15 Turf Spray, 30 psi regulated 4in. Pop-Up. With factory installed 13 30 � SERVICE WIRE SPLICE Q T H F Drain Check Valve, and Reclaimed Purple Body Cap. Co-molded P005 36"MIN. RED wiper seal with UV Resistant Material. M Point of Connection 2 1/2" 1 LOCATOR WIRE BRASS4 POC6 �� 2"RED BRASS NOT TO SCALE Hunter PROS-04-PRS30-CV-R 17 Series FrI Point of Connection 2 1/2 1 NIPPLE 17 17 P Turf Spray, 30 psi regulated 4in. Pop-Up. With factory installed 7 30 OT30'UNLESS o H Drain Check Valve, and Reclaimed Purple Body Cap. Co-molded Fxii Point of Connection 2 1/2" 1 DIRECTED ERWISE�� III BY THE 6"DEEP PEA wiper seal with UV Resistant Material. ENGINEER GRAVEL SUMP Irrigation Lateral Line: PVC Schedule 40 7,502 I.f. RED BRASS UNION Hunter PROS-04-PRS30-CV-R Adj Series SADDLE WITH IP THREAD AND ® Q6 ® 10 12 15 17 Turf Spray, 30 psi regulated 4in. Pop-Up. With factory installed 17 30 STAINLESS STEEL STRAP. FORD FS202 Drain Check Valve, and Reclaimed Purple Body Cap. Co-molded - - Irrigation Lateral Line: Polyethylene Pipe SDR-7 641.0 I.f. OR ROMAC 2025 wiper seal with UV Resistant Material. NOTES: WATER MAIN PER CIVIL SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS Irrigation Mainline: PVC Schedule 40 1,359 I.f. N °' FINISH GRADE 1. ALL PRODUCTS AS NOTED. 2. ALL FITTINGS AND NIPPLES TO BE RED BRASS. FINDERS TAPE Hunter I-20-04-R 1.5 - - Pipe Sleeve: PVC Class 200 SDR 21 33.8 I.f. - - _ _ 3. NO GALVANIZED PIPE OR YELLOW BRASS FITTINGS. (9"DEEP) _ _ _ _ _ 1.5 Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle. Plastic Riser. 1 35 1.4 31' 4. NO TAPS WITHIN TWO FEET OF THE PIPE ENDS.STAGGER MULTIPLE CONNECTIONS ON THE SAME JOINT OF PIPE H Drain Check Valve. Standard Nozzle. With Reclaimed Water ALONG THE CIRCUMFERENCE AND SEPARATED BY A MINIMUM OF TWO FEET. LATERAL LINE Purple ID. Valve Callout 5. SERVICES SHALL BE APPROVED BY THE CITY WATER DEPARTMENT PRIOR TO INSTALLATION. N (MIN. 12"DEEP) 6. SEE ISPWC STANDARD DRAWING NO.W-402 FOR MORE INFORMATION. Hunter 1-20-04-R 2.0 # Valve Number SAND OR ROCK FREE SOIL AROUND ALL PIPE O Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle. Plastic Riser. 10 35 1.7 33' #" # valve Flow 2" WATER CONNECTION Drain Check Valve. Standard Nozzle. With Reclaimed Water MAINLINE Purple ID. Valve Size NOT TO SCALE ( ) Hunter I-20-04-R 3.0 SERVICE TAPE AND BUNDLE 3.0 Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle. Plastic Riser. 11 35 2.7 36' CONTROL WIRE AT 10-0O.C. INTERVALS ALONG Drain Check Valve. Standard Nozzle. With Reclaimed Water -I MAIN LINE G Purple ID. IRRIGATION CONTROLLER AS SPECIFIED-MOUNT IN Hunter I-20-04-R 4.0 STAINLESS STEEL ENCLOSURE 4.0 Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle. Plastic Riser. 1 35 3.5 39' BY STRONG BOX PRODUCT Drain Check Valve. Standard Nozzle. With Reclaimed Water #SB-16SS OR APPROVED EQUAL. Purple ID. 0.5 Hunter I-20-04-SR 0.5 Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle. Plastic Riser. 3 30 0.36 17' TRENCH SECTION Drain Check Valve. Short Radius Nozzle. F 00.75 Hunter I-20-04-SR 0.75 5 NOT TO SCALE Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle. Plastic Riser. 21 30 0.58 23' Drain Check Valve. Short Radius Nozzle. 1.0 Hunter I-20-04-SR 1.0 5 30 0.78 17' Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle. Plastic Riser. Drain Check Valve. Short Radius Nozzle. CONCRETE PAD: 6-INCH MINIMUM 1.5 THICKNESS O Hunter I-20-04-SR 1.5 115 30 1.1 23' Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle. Plastic Riser. Drain Check Valve. Short Radius Nozzle. 11 FINISH GRADE E a 2.0 Hunter I-20-04-SR 2.0 O a Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle. Plastic Riser. 3 30 1.4 17 a Drain Check Valve. Short Radius Nozzle. PVC SCH 40 CONDUIT, FITTINGS AND 3.0 Hunter 1-20-04-SR 3.0 2 30 25 23 SWEEP ELL Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle. Plastic Riser. . WIRES TO REMOTE CONTROL Drain Check Valve. Short Radius Nozzle. VALVES SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY NO. REVISION/ISSUE DATE Netafim LVCZS8010075-HF D Pre-Assembled Control t, with 1" Series 80 Controave, 5 1-INCH PVC SCH 40 CONDUIT, PA l Z Kit, i l Valve, FITTINGS AND SWEEP ELL TO TO 3/4" Disc Filter, and High Flow Pressure Regulator 4.5GPM to POWER SUPPLYCD 17.6GPM. o C111 CD a Netafim TLSOV STAINLESS STEEL 10 �,�5 below. o Netafim TLSOV- 1/2in. manual flush valve, barbed insert. Install in :allbeforeyoudig. T PEDESTAL CONTROLLER NOTT°SALE ;_ T 10in. box, with adequate blank or in.cobrain. tubing to extend 5 t BUSINESS DAYS IVANCE BEFORE o valve out of valve box. 2/3 in fits Techline HCVXR, DIG,GRADE,OR OVATE FOR THE HCVXR-RW/RWP, CV, DL, RW and RWP driplines, and PE o�0 08 07 24 oo MARKING OF o UNDERGROUND a irrigation hose °0oo00op00oQ0000°° MEMBER UTILITIES 3 C Netafim TLAVRV 5 Air/Vacuum relief valve, 1/2in. male pipe thread. 1 2 3 N U T J J Netafim 10-F-01 o Stake flag the rises to indicate system operating pressure. Flag 5 H o ® F. z will be down at 4.5 PSI or lower. Halfway open at 7 PSI. And w1. upright at 10 PSI. Area to Receive Dripline O ➢ ¢ o¢ T Netafim TLHCVXR-CS-053-18 a� l Q a w o B Techline HCVXR-CS Pressure Compensating Landscape Dripline 13,135 I.f. ® with Copper Stripe, Check Valve and Anti-Siphon feature. 0.53 z �° Q W GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart, RODNEY EVANS + PARTNERS with emitters offset for triangular pattern. 17mm. reandpartners.com+208-514-3300+1450 W.Bannock street,Boise,Idaho 83702 o l SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY ® a� E Hunter ICV-G-R e PEBBLEBROOK SUBDIVISION L 1in., 1-1/2in., 2in., and Sin. Plastic Electric Remote Control Valves, 28 N. MERIDIAN ROAD o Globe Configuration, with NPT Threaded Inlet/Outlet, for NOTES: DETAIL LEGEND: MERIDIAN ID 83646 = Commercial/Municipal Use. With Reclaimed Water ID, Purple A Handle. A. INSTALLATION TO BE COMPLETED IN O HUNTER CONTROLLER ACCORDANCE WITH MANUFACTURER'S SUBDIVISION IMPROVEMENTS NibcO T-113-K SPECIFICATIONS. O CONTROLLER WIRING o ® B. CONTROLLER ACCEPTS 120 VOLTS A.C. OR 230 COMPARTMENT01 Class 125 bronze gate Manual Control Valve with cross handle, 6 VOLTS A.C. o same size as mainline pipe diameter at valve location. Size C. SEE PLAN LEGEND FOR MODEL NUMBER AND O3 EZ-DM MODULE IRRIGATION DETAILS CE Range- 1"-3" SPECIFICATIONS. D. ALWAYS REFER TO PRODUCT INSTALLATION co Hunter HQ-5LRC NOTES PRIOR TO INSTALLATION. CD O 0 Quick coupler valve, yellow locking rubber cover, red brass and 7 PROJECT SHEET N N stainless steel, with 1" NPT inlet, 1-piece body. 23080 Q CD Hunter HCC-4000-SS EZ-D M MODULE DATE N © 40 Station Outdoor Wi-Fi enabled,full-functioning controller with 1 3I N WIRING COMPARTMENT NOT TO SCALE 07/08/24 L2 . 5 touchscreen &four ICM-800 Module. Commercial Use. Stainless it Steel Cabinet. DRAWN BY CHECKED BY T Q O LP BSS 0 N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS 24"SLACK WIRE ROLLED NEATLY, USE 3M DBY WATER PROOF WIRE CONNECTORS MANUAL FLUSH VALVE ID TAG, RAIN BIRD VID SERIES OR PLUMBED TO Techline®HCVXR REFER TO START CONNECTION M APPROVED EQUAL Techline®HCVXR DRIPLINE DETAIL. RECTANGULAR HEAVY DUTY PLASTIC VALVE BOX WITH LOCKING LID,AS SPECIFIED 6" ROUND VALVE BOX FINISH GRADE FINISH GRADE III III REMOTE CONTROL VALVE AS SPECIFIED AIR/VACUUM RELIEF III III II IIII III VALVE III =III ;�, Z II II II FILTER FABRIC BARRIER —III= = —III- VF CLASS 200 PVC -III—III — — 3/4"M x 1/2"F REDUCTION L LATERAL(12"MIN. VALVE BOX EXTENSION AS BUSHING I= = =1 I= BURY) IIII III= I REQUIRED / DRIPLINE TUBING UNTO — � PAVING BRICK(1 OF 4) :III=III= o0 0 00 0 00 =IIII RUSHED GRAVEL SUMP _ — o - - a - _ III III III III I II 0 0 0 o BRICK SUPPORTSI'- IIIIIIII— 6"DEEP PEA GRAVEL SUMP DRIPLINE 180 2-WAY ADAPTER TEE K SEE DRIP NOTES AREA PERIMETER AIR / VACUUM RELIEF VALVE FOR ROW SPACING LOW VOLUME CONTROL ZONE HARCO SCH 40 PVC GASKETED KIT-REMOTE CONTROL VALVE, — 8 PERIMETER LATERALS O 1I III III III IIIIIIIIIII I I� — SERVICE TEE OR APPROVED EQUAL NOT TO SCALE FILTER AND PRESSURE — — 2"TO 4"FROM EDGE OR ROMAC 202N PIPE SADDLE OR NOTE: REGULATOR. —III TAPE AND AND BUNDLE APPROVED EQUAL CONTROL WIRE AT 10'-0" 1. CENTER FEED LITE LAYOUTS ALLOW 2X MAX TUBING 1"MIN PVC/POLY TUBING TO O.C. INTERVALS ALONG 24 VOLT COMMON AND CONTROL MAIN LINE WIRE TO VALVE FINISH GRADE LENGTH OF STANDARD LAYOUTS. CONNECTION;SIZE AS 12" ROUND VALVE BOX 2. PLACE SOIL STAPLE EVERY 3'-5'PLUS TWO ON EACH TEE, INDICATED ON PLANS. MAINLINE AS SPECIFIED ELBOW OR CROSS. QUICK COUPLER VALVE WITH (24"MIN. BURY) 3. BELOW ARE MAX LINE DISTANCE FOR CENTER FEED LITE COVER Techline COMBINATION TEE N LAYOUT @ 30 PSI INLET; REFER TO FULL CHART FOR MODEL TL075FTEE Z ALTERNATE PRESSURES: Q REMOTE CONTROL VALVE J D_ .33 @ 12"o.c. = 327' 53 @ 12"o.c. = 240' Lli =III=III=III-III z 33 @ 18"o.c. = 464' 53 @ 18"o.c. = 341' III—III—III- M FINISH GRADE NOT TO SCALE Techline TUBING a- 4 II III III III FILTER FABRIC BARRIER -III-III-I I �° �° �° LASCO BRASS STABILIZER , TYPICAL TECHLINE LAYOUT z —III—III- N — =1 =1 =1 I- - =1 = FINISH GRADE Q -III-III-I III III III III III III _ J 6"DEEP PEA GRAVEL —III—III—III - —III—III; INSTALL 1/4"ABOVE GRADE AND A —III—III— L III III III MINIMUM OF 4"OFF WALKS AND CURBS w H I I—I I I_I � �� III—III—III III I I I=1 I I=1 I SCHEDULE 80 NIPPLE z III III III I I II 11= I I- I I= I I-I I -III=III- = _ III-III-III-III- -III-III = = I= POP-UP SPRAY HEAD I-III-III-III-III-III-III- - I-III-III-III=III MAINLINE(24"DEEP MIN.) =III III 3/4"MIN. =1 = = = = = = =I =I I= - N -III III,. I- TRIPLE SWING JOINT 90°ELL SPIRAL BARB 1/2"MARLEX STREET ELLS LENGTH AS REQUIRED • 90°STREET ELLS FITTINGS LINEAR LOW DENSITY POLYETHYLENE SWING PIPE (12"LONG MIN., 18"LONG ;IIII- -III-III -III SCHEDULE 40 PVC MAX) 90°STREET ELLS _—III—III- - —�I= SCHEDULE 80 NIPPLE LATERAL LINE —I �-III-III- I-III- -III= SCHEDULE 40 = ,III—' (MIN. 12" DEEP) FITTINGS III III III III III _ PVC TEE(SxSxT) G — -III—III—III—III—III I- SCHEDULE 40 FITTINGS OR 90°(SXT) '1 ,,,III,,,III,,,III I" NOTE: QUICK COUPLER VALVE 1 NOT TO SCALE SPRAY HEAD POP—UP SPRINKLER EACH CONNECTION IS CAPABLE OF MAX 10 GPM PVC OR POLY PIPING 5 NOT TO SCALE TECHLINE START CONNECTION g NOT TO SCALE I I— - FINISH GRADE III III III III- _ _ — 1- OF MULCH =1 I I-III=j I I- IIIIIIIIIIIIIIII I�I I I I I=1 I I i I I F _-I I 11- =III-III-III I-II I I I I I' — 10" ROUND VALVE BOX —III—III— —III z H m z (IIIIIIIIIIIIIIII IIIIIIII LULU z III' _ _ FINISH GRADE ih p a z = X = 6"ADS LENGTH AS REQUIRED - Q �=IIIIIIIIIII I— < N GASKETED END VALVE FOR DIRECT ROTOR POP-UP SPRINKLER � v p p MAINLINE CONNECTION GATE VALVE IS =III PREFABRICATED 1"SWING JOINT AS SIZED THE SAME AS THE MAINLINE IN MANUFACTURED BY LASCO OR APPROVED WHICH IT IS INSTALLED -IIIIIIIIIII EQUAL �I—III PVC MAINLINE E Techline LATERAL FLOW SPACING PER PLANS III III III III TOPSOIL AND AMENDMENTS AS = ' SPECIFIED -I -I -I -III= - =1 TECHLINE SUBGRADE INSTALLATION (@ TAPE AND BUNDLE CONTROL _ WIRE AT 10'-0" INTERVALS ALONG -III-III-III MAINLINE _ PLANTER BEDS A N D TREE RINGS NOT TO SCALE d.. .. NO. REVISION/ISSUE DATE CONCRETE THRUST BLOCK WITH = D - ---- a _ _ REBAR ANCHORS PVC SCH 40 TEE OR ELL I I�-III-I�1=III=III-III-1" ° �I I I�I-III=III-III I I—I�I_I 11=1 11=1 i I III I II I o SCHEDULE 40 PVC LATERAL LINE MICRONET FOGGER (MIN. 18"DEEP) NOZZLE-2 GPH 811 . o cc CD 10 cc ISOLATION VALVE vs . :all before you dig. c NOT TO SCALE 2 BUSINESS DAYS 2 ROTOR POP—UP SPRINKLER )VANCE BEFORE o DIG,GRADE,OR 0 NOT TO SCALE pAVATE FOR THE 6U c O �7/O�/�� MEMBERRO m OF o °°O,1 o4/VDSCN?o_ ppo MARKING UTILITIES C 3/4" DISC FILTER ° �` Q pp UNDERGROUND oaooc000000 c N FINISH GRADE SUPER FLEX UV J 3/4"SCH 80 UNION 12"x 18"VALVE WHITE TUBING BOX J REMOTE CONTROL z 3/4"PRV VALVE o LINE FLUSHING Q � � Z a VALVE#TLSOV w w w UW + cnD__ 21 o FINISH GRADE 3/4"SCH 80 UNION - UCL Z STAKE VALVE BOX ¢_„ o E CLASS 200 P.V.C. w w d o o CLASS 160 P.V.C. LATERAL LINE SEE SPECS I I A Q L. o P. B MAINLINE U Rz x N FINISH GRADE z ¢ 9 p[ a FLOW RODNEY EVANS + PARTNERS a + + `+� + CD reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 — III 77 C>C C>��70� TECHLINE 3 n O O O O O O O O 17MM TUBING BARB X BARB CONNECTOR W v 0 - -III—III- - z M x F I.P.S o 0 0 0 0 0 0 -III III III II N - r WW 0 PEBBLEBROOK SUBDIVISION Q COUPLING O O cn III III III- O o o BRICK SUPPORTS N. MERIDIAN ROAD =III III III III- (THREE) MERIDIAN ID 83646 I I—III=1 I I- I=1 I I=1 I I=1 I I—III= . A 'I III III= III III III III II' SUBDIVISION IMPROVEMENTS ' "' 1=III=III=III=III= 'I III III III III III III III III III III III III III III III I' Y BRICK SUPPORT(1 �—III—III—III—III—III—III—III—III—III—III—III—III—III—III— I' 3/4"GRAVEL SUMP I TECHLINE®CV 17MM EA. CORNER) III III III III III III III III III III III III III I' (1 CUBIC FOOT) o :III-III=III=III=III=III-III-III-III-III-III-III-III-1 o 0 0 0 DRIPLINE 1 CU. FT. PEA =1 III III III III III III III III III TI o o O o oDo oDo, 9 NOTES: IRRIGATION DETAILS rr = GRAVEL SUMP o L O 00 00 0 0 00 1. CONNECT EMITTER DIRECTLY INTO IN-LINE DRIP TUBING. co 2. LOCATE INDICATOR STAKE AT THE FARTHEST AND/OR HIGHEST 10 CD FILTER FABRIC POINT ON THE ZONE N PROJECT 23080 SHEET � . , a =_ REMOTE CONTROL VALVE MANUAL LINE FLUSHING VALVE TECHLINE® CV OPERATION DATE N 3 NOT TO SCALE 7 NOT TO SCALE 1 NOT TO SCALE 07/08/24 OU WITH 3/411 FILTER (DRIPZONE) PLUMBED TO TUBING PRESSURE INDICATOR STAKE L2 . 6 DRAWN BY CHECKED BY T s? LP BSS c0 N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CONSTRUCTION DOCUMENTS