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Home My WebLink AboutLandscape Plan NOTE:REMOVE BURLAP,WIRE AND STRAPS PLANT SCHEDULE ' 2663 (ANYTHING THAT COULD GIRDLE TREE OR X2646.39 PLAN VIEW RESTRICT ROOT GROWTH) SYMBOL CODE BOTANICAL / COMMON NAME CALIPER TYPE QTY POW 8" MIN 14 650 I.DG INSIDE BLACK RUBBER HOSE AND TWISTED CLOSED 2 � X' 647.663, ' �' "" 'i X TREE TRUNK I� AT ENDS CLASS I TREES"",,,s%:�.;�� "�,,,,� "", TREE STAKE,TYP. :�: "s",`��;b; „; �•" 4" , �„ ENDS OF WIRE ON INSIDE OF STAKE Acer tataricum „ Cal. B&B 47 Tatanan Maple 3/4"0 VINYL OR 2-PLY FABRIC BEARING RUBBER 1 . . HOSE. 8"MIN.0 LOOP AROUND TRUNK. 14 GAUGE,ANNEALED STEEL GUY WIRE. STAPLE ENDS TO INSIDE OF TREE STAKE. ADJUST TENSION CLASS 11 TREES BY TURNING WIRE PAIRS FROM THE MIDDLE 1 � � } 8'x 2"TREATED LODGE POLE PINE TREE STAKES, Tilia cordata 'Greenspire' _ TWO(2)PER TREE;AVOID PENETRATING ROOT BALL TG Greenspire Littleleaf Linden 2" Cal' B&B 39 2' MIN. �Q MULCH PER PLANS 1"MAXIMUM OVER ROOTBALL z ' I + '' 18" FINISHED GRADE N - T MAX — 2'MIN. MIN. DRIPLINE CREATE TREE WELL AROUND BASE OF TREE AT SYMBOL CODE BOTANICAL / COMMON NAME CONT QTY I ' � TOP OF ROOTBALL TO MATCH FINISH GRADE Q L OF SURFACE MULCH SHRUBS — /\\//XK \\ \\ \ PREPARED SOIL BACKFILL,SEE SPECIFICATIONS FERTILIZER TABLETS PER SPECIFICATIONS MC Mahonia aquifolium 'Compacta' 5 gal. 42 —III III III - UNDISTURBED SUBGRADE Compact Oregon Grape 0/ LU NOTE:IN HARD SOIL CONDITIONS,CREATE H —III— — I I—I I I—I — 'CHIMNEYS'(MIN.3[EVENLY SPACED,NOT DIRECTLY Rhus aromatica 'Gro-Low' o BENEATH ROOTBALL]@ 18"DEEP)TO PROMOTE RG 5 gal. 163 DRAINAGE 0 Gro-Low Fragrant Sumac 0 RG2 Ribes aureum 5 gal. 60 a TREE PLANTING AND STAKING Golden Currant N N.T.S. KHA-GP-01 o Spiraea japonica 'Gold mound' 5 gal. 150 w SG ■ Goldmound Japanese Spirea co I � M ORNAMENTAL GRASSES W X � W cv Calamagrostis x acutiflora 'Karl Z CK2 Foerster' 3 gal. 176 w o z Karl Foerster Feather Reed Grass Z o U_ CD CD U Z t N IX H Co CONTAINER GROWN SHRUB/ SYMBOL BOTANICAL / COMMON NAME SIZE QTY U GROUNDCOVER PLANT,SIZE AS NOTED ON PLANS GROUND COVERS U) cm MULCH PER PLANS W W W W Q r 1"MAXIMUM OVER ROOTBALL Turf Sod 118 sf 7 O FINISH GRADE w W W w w Drought Tolerant Fescue Blend 40, z z -- I LOCK - - - -MIN. — - - < WrE TOP OF ROOT BALL SHALL MATCH ADJACENT REFERENCE NOTES SCHEDULE J J OOT j\\�\\ GRADE\/ BALL \\/\ FERTILIZER TABLETS PER SPECIFICATIONS SYMBOL DESCRIPTION QTY PREPARED SOIL BACKFILL,SEE SPECIFICATIONS III III III NOTE: IN HARD SOIL CONDITIONS,OVER-EXCAVATE PLANT PIT AND PLACE ROOTBALL ON 8"OF Q PREPARED BACKFILL.CREATE'CHIMNEYS'(MIN.2 METAL Z [EVENLY SPACED,NOT DIRECTLY BENEATH O 0 I ROOTBALL]@ 6"DEEP)TO PROMOTE DRAINAGE 8E-101 METAL EDGE, 4"x 3/16", BLACK 1,424 If UNDISTURBED SUBGRADE I m LU MULCH � U w SHREDDED WOOD MULCH, MINIMUM 3" DEPTH 26,731 sf O Q T ■ - n 0 Foz 2 SHRUB / GROUND COVER PLANTING LANDSCAPE REQUIREMENTS: I � N.T.S. KHA-GP-03 MIN EAST CINEMA DRIVE w m Y NORTH SIDE: cn o Buffer Area: 6,734 SF ' `" J 0° Landscape Buffer Required: Provided: 41 10, 10, ' I o Street Trees 1 per 35 LF Required: Provided: U z 669 LF = 19 19 (47% are Class 11) �i O Maximum Turf: 65% Required: Provided: 0 Q TURF(SOD) LANDSCAPE BED Less than 4,377 SF 3505 SF (52%) ID — • � \ SOUTH SIDE C Q O G Z z Z Z a _ Buffer Area: 6,749 SF OLU Q- 3"MIN.DEPTH MULCH- SEE PLANS Landscape Buffer Required: Provided: z 0 3 p ' >Z_ I CO I METAL EDGING,�6" 4oz FILTER FABRIC 10, 10, O RIVE COLOR:BLACK W U Ca AMENDED PLANTING SOIL,REF. Street Trees 1 per 35 LF Required: Provided: z LLl (n - - PLANTING SOIL PLANS AND w 3 z I ' Z III—III—III— —III—III—III—III PLANTING SPECIFICATIONS 669 LF - 19 19 (47% are Class I I) w O SOIL P III III III UNDISTURBED NATIVE SOIL �.. ps,. �. p... 6� - x : : : : • „�: " OPSOANAN�PLANT�NG Maximum Turf: 65% Required: Provided: . T III (III (III E1, ... . . . . . . . SPECIFICATIONS 3 W a I I Less than 4,386 SF 3381 SF (50%) Q ;x WINCO WELLS SUBDIVISION w �F14 w Q o a (FUTURE) Z I SOUTH WELLS AVENUE N 1 Buffer Area: 2,918SF w C I Landscape Buffer Required: Provided: w w a N I W 10 10 ' I C) .� a a a � Street Trees 1 per 35 LF Required: Provided: o Z w a °x ' w METAL EDGER AT PLANTING BED 330 LF = 10 10 30% are Class II `�" � a U z C U N.T.S. KHA-GP-05 0 ( ) Q ' I I Maximum Turf: 65/o Required: Provided: c� a Q I I I I Less than 1,896 SF 1,058 SF (36%) U w x w w a Z co w QI zo — — J Q a W 1,"z E. OVERLAND ROAD co w z W o w I I J ' I Buffer Area: 15,401 SF W ' Ln Landscape Buffer Required: Provided: J J D W o zx ' I WINCO WELLS SUBDIVISION I N ' I I 25' 25' U 0) w z z NO. 3 Street Trees 1 per 35 LF Required: Provided: m } o w Ca o I (FUTURE) I ' I SIDEWALK,CURB,OR CONCRETE 667 LF - 19 19 (47% are Class I I) � 0 p z x a zF EDGING WOOD MULCH PER PLANS,DEPTH ° m Z LLJ U (O o z o I I PER PLANS Maximum Turf: 65% Required: Provided: z z � w O x z COMMERCIAL GRADE WEED Less than 10,010 SF 9320 SF (61%) I I < W 0 FILTER OREQUAFABRIC DEWITT PROS, = 0 0 U -0- A'. >C o z — ' a (SHALL NOT BE VISIBLE) N x ' — — FINISHED GRADE o ff I I I - III— SUBGRADE • • 1 w d N o ' � III III I ♦ • • v3: �•••♦ 0 F j�q�•• xl Q H I I o I GRAPHIC SCALE IN FEET •��` �� o4HER �o♦♦♦♦ 1 S NOTE 0 30 60 120 10 1. COMPACT SUBGRADE TO 80%AND INSTALL WEED FILTER FABRIC PRIOR TO INSTALLATION OF o �U o _-- - • - --•-• • - - _ �;,; , „y„. MULCH AT REQUIRED DEPTH.KEEP TOP OF MULCH 1"BELOW ADJACENT WALKS,CURBS,OR NORTH M ■ �a wSURFACES. i - U • OTHER HARD T ra„ : - . . :• : :�::`: : 2. MULCH SHALL BE INSTALLED SO WEED FILTER FABRIC IS NOT VISIBLE. ■ LA_1(�51 C ■ 3 M v z — a o00 4L �E 1"=60'@ 24"x36" • w x � — — � ,00 00 :��G• — — IT, O ♦ � ♦ �z F U .. .- 7. E.OVERLAND ROAD .. ... ,. - ... .— J ♦♦♦ � �.� a x N W •••..■■■■•• o x w x W CAUTION: NOTICE TO CONTRACTOR 2/4/2025 D SD O o 5S SS 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 z WOOD MULCH INSTALLATION AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET Q 4 ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w Q z o o N.T.S. KHA-GP-09 CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE S D 2 5 w Q Know what's below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING < a Q a H z CsIII before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PLANT SCHEDULE SYMBOL CODE BOTANICAL / COMMON NAME CLASS ITREES AT Acer tataricum Tatarian Maple CLASS II TREES L--- TG Tilia cordata 'Greenspire' -----------j Greenspire Littleleaf Linden m z 0 w PROPERTY LINE - 2663 a Q a < 46.39 ---------Q w Po � SYMBOL CODE BOTANICAL COMMON NAME UTILITY EASMENT Z o X x - - - - X - r SHRUBS X — _ X o 2 50 �O/ x2 47.66 M' 0 _ x x Mahonia aquifolium 'Compacta' ,,, ,,, ,,, y ,,,, ,,,,,,, u,� MC w ,,, O„ . „ „ ,,,,, ,O, „ , ,, @, ,,,,, -r, , x � Compact O G LU P w err, ,,, ,0, , C'f, ,,,,,, ,,, ,,,, . , ,,,, ,,,,,, ,,,,, ,,, ,,;, _ x BE- (D 101 mpac Oregon rape ; x„ ,, ._ O Rhus aromatica 'Gro-Low' — RG, , -Low Fragrant SumacGro' ,'� 0 ,,, ,,, �,,. , f RG2 Ribes aureum Golden Currant CD X+ W W W .W WW W .W WW.W W•.W •WW .W. .W. .W.W.W.W. .�= �_ W=� �. ...W .W.W .W .W .W.W WW.W WWWW.WWW.W .W WWWW.WWW.W WW.W WW WWyWW.W WWWW. y .W .W.W .W .W .W .W .. .W. .W.W. .WW .`.W �.._� �iiiiiii iiii � Spiraea japonica 'Goldmound' o WWWW. WWWWWWWWWWWWWWWWWWWWWWWWWWW� W f _. -� _W _WWWWWWWWWWW�WW .'".WWWWWWWW".'.".WWWWWWWWWWWWWWWWW WWWWWWWWWWWW".'.".'. .'.".'.WWWWWW".'. W WW WW WW WW WW WW W W.W. W WW WW W W WWW.WWWWW WW 1 • J SG Goldmound Japanese Spirea . . . . . . . a cn cM W N ORNAMENTAL GRASSES J ~ W Z US Calamagrostis x acutiflora 'Karl 7 w N Z W CK2 Foerster' Z a z o Karl Foerster Feather Reed Grass g L) Z7FD 0 (J) / C,4 SYMBOL BOTANICAL / COMMON NAME J _ — GROUND COVERS WWWWWWW Turf Sod w^^ O W� W W W Drought Tolerant Fescue Blend Q Pj Mr REFERENCE NOTES SCHEDULE (� U)SYMBOL DESCRIPTION Q cn METAL Z X I BE-101 METAL EDGE, 4" x 3/16", BLACK J ICU I MULCH SHREDDED WOOD MULCH MINIMUM 3" DEPTH I Q CQC � w O G Z z w Q a� z o w U w 3 xz oo� � �Zw � Wa Qo a Y F w F wo W W R Y x� N z o w �U O U SC A N U) a W zd w A� zo Q Q 4Q U w U) Q wa x oU) U) N x o C) O) Q m o a m o o i z z w Lu U co o wx w o w x¢ 0 0 U o- Qz °T �3 zo o a F c? �I A O 5 0 60 GRAPHIC SCALE IN FEET .••••`�•S� pFflER M�o o'L��. NORTH U a M. q P. W q w M o @ LA-16751 �•. 3 M U z� 1"=30' 24"x36" i� W F LANDSCme as$ A4��.•• U W M w z CAUTION: NOTICE TO CONTRACTOR 2/4/2025 WW o Wa. WW N o o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING x� N o� , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET co W ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Q < U j CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD26 W. z. o w 0 F Q Knowwhat%below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING W9 Q , a Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Z 0 PLANT SCHEDULE > 0 coI SYMBOL CODE BOTANICAL / COMMON NAME Q 0 I CLASS I TREES J J 0- m Z O AT Acer tataricum Tatarian Maple Q z U 0 X CLASS II TREES TG Tilia cordata 'Greenspire' Greenspire Littleleaf Linden W_WwW.W z o F BE-101 SYMBOL CODE BOTANICAL / COMMON NAME w 8"W , , o WINCO WELLS SUBDIVISION NO. 2 SHRUBS (FUTURE) Mahonia aquifolium 'Compacta' _ w w BLOCK 3 � — MC Compact Oregon Grape Q \ �\ LU Rhus aromatics 'Gro-Low' \ \ I RG Q Gro-Low Fragrant Sumac RG2 Ribes aureum Q Golden Currant o 0 CD �' Spiraea japonica 'Goldmound' � o Goldmound Japanese Spirea LO SG = oo dlAc Q � UJ q ° a W /yam \\ W 41 ORNAMENTAL NAM GRASSES Q ovo OR U BE-101 \ �� % Calamagrostis x acutiflora 'Karl w o N Q �W W - \ — �— CK2 Flipoerster' Z z Q o LL _ '�'I'�`� Karl Foerster Feather Reed Grass g z t CU ZOZN \ \ CO ND H E. CINEMA DRIVE — — — — — — -40'x 40' SIGHT SYMBOL BOTANICAL / COMMON NAME nowz o m VISIBILITY TRIANGLES � GROUND COVERS Ill -� o � - W W W W a a - a W W w W W W W Dro g t Tolerant Fescue Blend a a ° u h Turf Sod ilkw w w w w w REFERENCE NOTES SCHEDULE � \ w LL w�. SYMBOL DESCRIPTION �a 0 METAL Z MATCH LINE SEE SHEET. SD28 U Q Q BE-101 METAL EDGE, 4" x 3/16", BLACK J — J O o MULCH SHREDDED WOOD MULCH, MINIMUM 3" DEPTH Moe Q Q z O w Q a� z o 30 U O w x� U� w 3 xz oo� �Zw �a Q � zoo w w� A U U ] o LO as o k F ° N O oz N = ww W 2¢ U) w U zo Q �Q 0 � wQ Q U) w Ai wa o W W 2 N n o x � W wa J J 0) x a F- F- U 0) w z o m Z Cfl co w 0 F- � Y o i z Z Y w o H zo 3: 2 0 w 0 0 0 d w Qz �c w U x zZ-0 OF F � � A� O GRAPHIC S30 60 ALE IN FEET ..�0*S��S�o4HERM �o�'p U O w P • V a ZP NORTH ti( U q P.U, W q NLA-16751 130'@ 24"x36" ti . L SC •*,,Bass.••• U w M w z CAUTION: NOTICE TO CONTRACTOR 2/4/2025 k Hwww U N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING C4�CG� o x x�%N F. , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET co w ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Q U j CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD27 Q� KIIOW WnBt'S below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Q 4 a Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. MATCH LINE SEE SHEET: SD27 PLANT SCHEDULE SYMBOL CODE BOTANICAL / COMMON NAME N CLASS ITREES (n AT Acer tataricum 9.27'ACHD STORM Tatarian Maple WINCO WELLS SUBDIVISION NO. 2 DRAIN EASEMENT (FUTURE) W 10.00' LANDSCAPE BUFFER BLOCK 2 CLASS 11 TREES Tilia cordata 'Greenspire' • TG Greenspire Littleleaf Linden \; z I o cn SYMBOL CODE BOTANICAL / COMMON NAME w / . I o II. SHRUBS I � U) MC Mahonia aquifolium 'Compacta' LU (A � Compact Oregon Grape Q I 40'x 40' SIGHT o VISIBILITYI TRIANGLES I I Rhus aromatica 'Gro-Low' — — — — RG Gro-Low Fragrant Sumac Lu I \ RG2 Ribes aureum a Q z I Golden Currant o IL o I \ C. w Spiraea japonica Goldmound � o o > N I BE-101 co '�'. .:.`. (_ • _) SG Goldmound Japanese Spirea r Q acne, z � wxo U) I ORNAMENTAL GRASSES J Q w 1 z6 o Calama rostis x acutiflora 'Karl z o z g `/) U CK2 Foerster' z z = o w Karl Foerster Feather Reed Grass g < Z 0 > N ~ I J SYMBOL BOTANICAL / COMMON NAME J 9.27'ACHD STORM uj GROUND COVERS DRAIN EASEMENT ...;. co W w W W W Turf Sod � O N 10.00'LANDSCAPE BUFFER I -w W w W W Drought Tolerant Fescue Blend Q IDAHO POWER EASEMENT REFERENCE NOTES SCHEDULE o- N r� S U)YMBOL DESCRIPTION / 0 METAL z / BE-101 METAL EDGE, 4" x 3/16", BLACK 0I J - 0 W MULCH �n I > o ; o ,, , ,,,, , , SHREDDED WOOD MULCH, MINIMUM 3" DEPTH n iiiiiiiii ■ D ' m c ' BE-101 W IT m o / /•/ //•/ / /• /// W W W W W / � // `l /// / /// // W W W W W // f /✓ //•/ /• /// / �/// /// /// /// // f /✓ //✓ /• /// w w w w w w / I-L T WL w w w w w w w w w T�I w w w w w TEL U!j T�� TEL W _ O E (/) OHE 4 OHE OHE6HE" ,' w w / �.s •�, •�. /LL/ Wow �w �w �E w w w / p . . L • 5 Q E. OVERLAND ROAD _ _ _ _ _ _ Q Q Q � z O w Q a� z o 30 � U � O w x� U� w 3 xz oo� � �Zw � Wa Qo a p Ua Y F w F wo vx w LO Y x� N z a ° N O U SC A N W � w z¢ w A� zo Q Q 4Q U w U) Q wa x W 2 N W J J x O F- F- U w z o mco Z Cfl a � m w °w F- Q z z U (0 U zo Q w o WH w x� o o 0 a Qz °T i L3 a Z. o a F �I A 0 GRA 5HIC SCALE3060 ..• IN FEET 141W C o4I RM�o A- U U T a U NORTH q LA-16751 ti wo ZU Na x m •••..Ends..... U W M w z CAUTION: NOTICE TO CONTRACTOR 2/4/2025 WW o wan W N o o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING x� N , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET co W ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Cn Q U j CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD28 A� Know WnBt'S below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Q 4 a Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GENERAL LANDSCAPE SPECIFICATIONS DETAIL-FILE A. SCOPE OF WORK E. SOIL MIXTURE M. PLANTING PROCEDURES 1. THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, 1. CONTRACTOR SHALL TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE 23. ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE WITH THE GUIDELINES BELOW: 1. THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS AND AS SPECIFIED OBJECTIONABLE MATTER DAILY. ALL MORTAR, CEMENT, BUILDING MATERIALS, AND TOXIC BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER HEREIN. 2. SOIL MIXTURE SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS MATERIAL SHALL BE COMPLETELY REMOVED FROM PLANTING AREAS. THESE MATERIALS MANUFACTURER'S RECOMMENDATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL DESCRIBED BELOW. CONTRACTOR TO SUBMIT SAMPLES AND PH TESTING RESULTS OF SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION 2. WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT CONDITIONS IN PLANTING AREAS WHICH WILL ADVERSELY AFFECT THE PLANT GROWTH, RATE RECOMMENDED BY THE MANUFACTURER. (AS ALLOWED BY JURISDICTIONAL AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER. INSTALLATION OPERATIONS COMMENCE. THE CONTRACTOR SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S AUTHORITY) REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE B. PROTECTION OF EXISTING STRUCTURES a. TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT OPENINGS MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. N. LAWN SODDING SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, 2. VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING 1. THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING z 1. ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION O STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE ITEMS, AND PLANTING ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR DECOMPOSED ORGANIC MATTER, HAVE A PH BETWEEN 5.5 AND 8.0, AND SOLUBLE SALTS EXISTING UTILITIES. CALL (811) TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO U, REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. LESS THAN 3.0 MMHOS/CM. SUBMIT SOIL SAMPLE AND PH TESTING RESULTS FOR CONSTRUCTION. 2. ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, o APPROVAL. AND DEBRIS BY MEANS OF A SOD CUTTER TO A DEPTH OF THREE (3) INCHES, AND THE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BEST 3. CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A MANAGEMENT PRACTICES (BMP) DEVICES ACCORDING TO ALL REGULATORY AGENCY'S b. SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. LIMEROCK SUB-BASE FROM ALL PLANTING AREAS TO A MINIMUM DEPTH OF 36" OR TO ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. uw NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTION ACTIVITIES. o 3. TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MAINTENANCE OF TRAFFIC (MOT) TO BE UNSUITABLE - AT WHICH POINT THE CONTRACTOR SHALL CONTACT THE PROJECT IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. THAT MAY BE REQUIRED FOR THE PROJECT. LANDSCAPE ARCHITECT TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE DRAINAGE CAN PLANTING. NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE POOR DRAINAGE CONDITION PLANTING 3. PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND a 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER DETAIL. DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE OWNER AND DESIGN PROFESSIONAL F. WATER g SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH 4. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS 4. SODDING w INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; 1. WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY SPECIFIED HEREIN. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG 5 o REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, AT NURSERY OR GROWING SITE. a. THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS UNDERGROUND FACILITIES DURING CONSTRUCTION; THE SAFETY AND PROTECTION NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY X Q ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, 5. COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS NOTED OTHERWISE. w w N THEREOF; REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF Q COO ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE GOVERNING LANDSCAPE MATERIALS AND WORK. UPON ARRIVAL AT THE SITE, PLANTS z c o BY HIS TANKS, HOSES, SPRINKLERS, ETC.... IF SUCH WATER IS NOT AVAILABLE AT THE SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS b. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN w o N CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN STORED ONSITE SHALL NOT REMAIN UNPLANTED OR APPROPRIATELY HEALED IN FOR A AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER �/� z = o E WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF uJ o = Z o THE SITE AT NO ADDITIONAL COST TO THE OWNER. PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A 24 � cu CUSTOMARY IN ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE SHALL BE INCH STONE MULCH STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, z N ~ C. PROTECTION OF EXISTING PLANT MATERIALS *WATERING/IRRIGATION RESTRICTIONS MAY APPLY- REFER TO JURISDICTIONAL EXERCISED. THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR W O AUTHORITY. SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR 6. WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS G. FERTILIZER COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS a EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC... THIS SHALL INCLUDE AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE O COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, 1. CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. 7. ALL PLANTING OPENINGS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. U v mr SHALL BE BURNED ON SITE. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE WITH ANSI Z60.1-2014 AMERICAN STANDARD FOR NURSERY STOCK. MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR 5. DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD 0 U- OF FOUR HUNDRED DOLLARS ($400) PER CALIPER INCH ON AN ESCALATING SCALE WHICH NATURALLY-DERIVED. 8. TEST ALL TREE OPENINGS WITH WATER BEFORE PLANTING TO ASSURE PROPER PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND z ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO U AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) AUTHORITY DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE "POOR DRAINAGE AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. I ' I INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN . CONDITION" PLANTING DETAIL. J W CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) H. MULCH 6. LAWN MAINTENANCE INCHES IN CALIPER. 9. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS ^ 1. MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE a. WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL (JJ 2. SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE. PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND DISPLACEMENT, AND APPLIED AT A DEPTH OF THREE (3) INCHES. CLEAR MULCH FROM SUPERVISION OF A QUALIFIED LANDSCAPE FOREMEN. RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL D. MATERIALS EACH PLANT'S CROWN (BASE) OR AS SHOWN IN PLANTING DETAILS. UNLESS OTHERWISE CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED NOTED ON PLANS, MULCH SHALL BE DOUBLE SHREDDED HARDWOOD MULCH DARK 10. PRIOR TO EXCAVATION OF TREE OPENINGS, AN AREA EQUAL TO TWO TIMES THE SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK, INCLUDING REGRADING 1. GENERAL BROWN FINES. DYED MULCH IS NOT ACCEPTABLE. SUBMIT SAMPLES TO PROJECT LANDSCAPE ARCHITECT FOR APPROVAL. MULCH SHALL BE PROVIDED OVER THE ENTIRE DIAMETER OF THE ROOT BALL SHALL BE ROTO-TILLED TO A DEPTH EQUAL TO THE DEPTH IF NECESSARY. OF THE ROOT BALL. MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE RING (6, MINIMUM) b. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN DETERMINED BY THE OWNER. UPON APPROVAL, DELIVERY OF MATERIALS MAY PLANTED UNDER THIS CONTRACT, AS WELL AS FOR ANY EXISTING LANDSCAPE AREAS AS 11. EXCAVATION OF TREE OPENINGS SHALL BE PERFORMED USING EXTREME CARE TO AVOID UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON COMMENCE. SHOWN ON PLANS. DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER. ELEMENTS, FOOTERS AND PREPARED SUB-BASES. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S MATERIAL SAMPLE SIZE I. DIGGING AND HANDLING JURISDICTIONAL AUTHORITY. MULCH ONE (1) CUBIC FOOT 12. IN CONTINUOUS SHRUB AND GROUND COVER BEDS, THE ROTO-TILLED PERIMETER TOPSOIL MIX ONE (1) CUBIC FOOT 1. ALL TREES SPECIFIED SHALL BE BALLED AND BURLAPPED (B&B) UNLESS OTHERWISE SHOULD EXTEND TO A DISTANCE OF ONE FOOT BEYOND THE DIAMETER OF A SINGLE O. EDGING PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY) APPROVED BY PROJECT LANDSCAPE ARCHITECT. ROOT BALL. THE BED SHALL BE TILLED TO A DEPTH EQUAL TO THE ROOT BALL DEPTH 2. PLANT MATERIALS 2. PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, PLUS 6". 1. CONTRACTOR SHALL INSTALL 4"X4" ROLLED TOP STEEL EDGING BETWEEN ALL SOD/SEED WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE 13. TREE OPENINGS FOR WELL DRAINED SOILS SHALL BE DUG SO THAT THE BOTTOM OF THE AREAS AND PLANTING BEDS. a. FURNISH NURSERY-GROWN PLANTS TRUE TO GENUS, SPECIES, VARIETY, CULTIVAR, STEM ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED ROOT BALL WILL REST ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL WILL BE O FORM, SHEARING, AND OTHER FEATURES INDICATED IN PLANT SCHEDULE SHOWN ON MORE THAN TEN 10 MILES OR WHICH ARE NOT PLANTED WITHIN THREE 3 DAYS OF P. CLEANUP = ( ) ( ) FLUSH WITH FINISH GRADE. IN POORLY DRAINED SOILS THE TREE OPENING SHALL BE Q Q DRAWINGS AND COMPLYING WITH ANSI Z60.1; AND WITH HEALTHY ROOT SYSTEMS DELIVERY TO THE SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT DUG SO THAT THE ROOT BALL RESTS ON UNDISTURBED SOIL AND THE TOP OF THE ROOT ID DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED, FULLY ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. BALL IS 1" ABOVE FINISH GRADE. PLANT PIT WALLS SHALL BE SCARIFIED PRIOR TO PLANT 1. UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE Q - Q BRANCHED, HEALTHY, VIGOROUS STOCK, DENSELY FOLIATED WHEN IN LEAF AND FREE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM CC w INSTALLATION. G Z a z OF DISEASE, PESTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, 3. B&B, AND FIELD GROWN (FG) PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL CONTRACTORS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A w Q a w INJURIES, ABRASIONS, AND DISFIGUREMENT. OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. 14. TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE. , z 0 3 NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR STRUCTURES WHILE INSTALLING TREES. F b. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. BROKEN. PLANTS SHALL NOT BE HANDLED BY STEMS. Q. PLANT MATERIAL MAINTENANCE O U W x¢ 15. SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION 'E'. 1. ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY uj x¢ c. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE PROJECT J. CONTAINER GROWN STOCK 0 o LANDSCAPE ARCHITECT. ANY ROW TREES MUST BE APPROVED BY OFFICE OF THE CITY 16. TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER WATERING, CULTIVATING, SPRAYING, PRUNING, AND ALL OTHER OPERATIONS (SUCH AS z FORESTER. 1. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT w a PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. SOIL MIXTURE SHALL BE BACK CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTANCE BY THE Q x d. PROVIDE PLANTS OF SIZES, GRADES, AND BALL OR CONTAINER SIZES COMPLYING WITH HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER OWNER'S REPRESENTATIVE. 3 Q° ANSI Z60.1. PLANTS OF A LARGER SIZE MAY BE USED IF ACCEPTABLE TO PROJECT TAMPING). w o a LANDSCAPE ARCHITECT WITH A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR BALLS. 2. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A R. FINAL INSPECTION AND ACCEPTANCE OF WORK Q ]¢ CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE 17. AMEND PINE AND OAK PLANT OPENINGS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER ow e. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT OPENINGS SHALL BE AMENDED 1. FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, H x OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY q AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TO INOCULATION. REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY a w REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING a x SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. 3. ROOT BOUND PLANTS ARE NOT ACCEPTABLE AND WILL BE REJECTED. 18. FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND p w w ,ow REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING ACCEPTANCE HEREIN DESCRIBED. N x z v REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT K. MATERIALS LIST IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET, ADD MORE z Q w LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE. $. WARRANTY N U) 1. QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE co U z o f. TREES WITH DAMAGED, CROOKED, OR MULTIPLE LEADERS; TIGHT VERTICAL BRANCHES FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, 19. ALL BURLAP, ROPE, WIRES, BASKETS, ETC.., SHALL BE REMOVED FROM THE SIDES AND 1. THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED (INCLUDING Q Q �c j 4_a WHERE BARK IS SQUEEZED BETWEEN TWO BRANCHES OR BETWEEN BRANCH AND TRUNK BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. SOD) BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR U wQ z ("INCLUDED BARK"); CROSSING TRUNKS; CUT-OFF LIMBS MORE THAN 4 INCH (19 MM) IN ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF Q w a DIAMETER; OR WITH STEM GIRDLING ROOTS WILL BE REJECTED. QUANTITY, THE PLANS SHALL GOVERN. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL 20. TREES SHALL BE PRUNED, IN ACCORDANCE WITH ANSI A-300, TO PRESERVE THE CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. a o o BE THE MINIMUM ACCEPTABLE SIZE. NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL g. FURNISH TREES AND SHRUBS WITH ROOTS BALLS MEASURED FROM TOP OF ROOT BALL, BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL 2. ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE N Q 2 WHICH SHALL BEGIN AT ROOT FLARE ACCORDING TO ANSI Z60.1. ROOT FLARE SHALL BE L. FINE GRADING PRUNING TO BE PERFORMED BY CERTIFIED ARBORIST. WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS H H U � VISIBLE BEFORE PLANTING. WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME m o co w a z o 21. SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED 00 z x z 1. FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF o �c N h. LABEL AT LEAST ONE PLANT OF EACH VARIETY, SIZE, AND CALIPER WITH A SECURELY 00 LAWN AND PLANTING AREAS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION. THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. MATERIALS INSTALLED SHALL AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO THE OWNER. w Lu U (D z o ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF COMMON NAME AND MEET MINIMUM SPECIMEN REQUIREMENTS OR QUANTITIES SHOWN ON PLANS, z z U Lu O 3: 0W z H FULL SCIENTIFIC NAME, INCLUDING GENUS AND SPECIES. INCLUDE NOMENCLATURE FOR WHICHEVER IS GREATER. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6 , 3. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR Q w O x Q w 2. THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE 1 w = 10� w w q z HYBRID, VARIETY, OR CULTIVAR, IF APPLICABLE FOR THE PLANT AS SHOWN ON ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4" THE PLANTING SOIL MIXTURE AS LANDSCAPE AND IRRIGATION MAINTENANCE, THE CONTRACTOR SHOULD VISIT THE o 10 10 d o z F DRAWINGS. MULCH DEPTH. SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO v W x EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER. o z z F i. IF FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF PLANTS IS SHOWN ON 22. TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR •••,...■■■...�� 3 a] 3. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO w z x DRAWINGS, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD, AND NUMBER THE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. .•• OF •• x o H SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL ••4 �� I�j •.� LABELS TO ASSURE SYMMETRY IN PLANTING. THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE P �oeH�R 9 0 •�. x w 3 SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL .' ) �' • Q z GRADES, IF APPLICABLE. OWNER SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO is INDEMNIFY AND HOLD HARMLESS THE PROJECT LANDSCAPE ARCHITECT IN THE EVENT � g a o UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR M. 3 vz PROPERTY. w ;�' LA-16751�x .. My ox H �'a 3 a ''•.LAND S CAS •.•'' p v a M w z CAUTION: NOTICE TO CONTRACTOR 2/4/2025 w� xx w w E W PW THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING X %N F a UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q w Q AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET w w ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Q¢ Q o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD29 Cw7w z 1� � qw E IlOW WhBt'S below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING a Q a H z Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 777777777:77- IRRIGATION DISCLAIMER IRRIGATION SCHEDULE ------------------------- KHA-SP-04 UNLESS OTHERWISE SPECIFIED, THE AUTOMATIC SPRINKLER IRRIGATION SYSTEM LAYOUT AS SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI SHOWN ON THE PLANS SHALL BE CONSIDERED SCHEMATIC. SOME PIPING LAYOUT AND ___--- ,�. . . . . ---- -------- �� _ � COMPONENTS MAY BE SHOWN OUTSIDE LANDSCAPE AREAS FOR PLAN CLARITY ONLY - ALL cc 4 cc ccRain Bird R-VAN14 1806-SAM-P45 .� _ �, ' - - - ��,____ BE INSTALLED WITHIN LANDSCAPE AREA �� - 30 '� .�-.�_ EQUIPMENT, PIPING, EMISSION DEVICES, ETC SHALL S 0 Turf Rotary, 8ft 14ft 45 270 degrees and 360 degrees Hand _- - . . .... . . . . . . __- - _ _______------ � � � :::=.�': . . . . . . . . . . . . . . . . - - EXCEPT WHERE PIPE IS SLEEVED BENEATH PAVEMENT 14ADJ 14F - Adjustable u tl tream Rotary w 8 to spray body on In x• rr . . . . . . .. .. pop-up, with check valve and 45 psi in-stem pressure regulator. _ THE CONTRACTOR SHALL LAY OUT THE ENTIRE SYSTEM USING STAKES TO INDICATE THE LOCATION 1/2in. NPT Female Threaded Inlet. -� -o-o-o OF THE VARIOUS COMPONENTS. PRELIMINARY ADJUSTMENTS TO CONFORM TO ACTUAL SITE Rain Bird R-VAN18 1806-SAM-P45 CONDITION SHALL BE ACCOMPLISHED AT THIS TIME AND THE APPROVAL OF THE OWNER'S Turf Rotary, 13ft.-18ft. 45-270 degrees and 360 degrees. Hand - REPRESENTATIVE OBTAINED PRIOR TO ANY ACTUAL WORK BEING PERFORMED. UTILITY 9 Adjustable Multi-Stream Rotary w/1800 turfs spray body on 6in. 30 CONNECTIONS, BOTH WATER AND ELECTRICAL, SHALL BE AS SHOWN ON THE PLANS OR AS 18ADJ 18F 1 Y p Y Y pop-up, with check valve and 45 psi in-stem pressure regulator. ' I DESIGNATED BY THE UTILITY CONCERNED. UNLESS SPECIFICALLY EXEMPTED IN THE PLANS OR 1/2in. NPT Female Threaded Inlet. SPECIFICATIONS, THE CONTRACTOR SHALL PAY ALL COSTS CONCERNED IN PROVIDING THESE SD3 1 SERVICES. Rain Bird R-VAN24 1806-SAM-P45 IO O Turf Rotary, 17ft.-24ft. 45-270 degrees and 360 degrees. Hand 30 THE LAYOUT AND LOCATION SHOWN FOR DRIP EMITTERS IS DIAGRAMMATIC, AND USED TO 24•DJ 24 F Adjustable Multi-Stream Rotary w/1800 turf spray body on 6in. Z LD CALCULATE SYSTEM FLOWS, ZONE SIZES, ETC. CONTRACTOR SHALL PROVIDE AND INSTALL DRIP pop-up, with check valve and 45 psi in-stem pressure regulator. a 1 1 2in. NPT Female Thr d Inlet. EMITTERS WITH THE APPROPRIATE FLOW RATES AND OPEN OUTLETS TO PROVIDE IRRIGATION TO / Threaded e o' I ' = ALL PROPOSED PLANTINGS, BASED ON ACTUAL FIELD LOCATIONS OF PLANTINGS. CONTRACTOR ai Rain Bird 1800-1400 Flood w SHALL BE RESPONSIBLE FOR INSTALLING EMITTERS PER APPLICABLE JURISDICTION DETAILS, 0 r� -0- 20 0 SPECIFICATIONS, AND REQUIRED DISTRIBUTION TUBING LENGTH REQUIREMENTS. ADDITIONAL 1401 1402 1404 Fixed flow rate 0.25 GPM - 2.0 GPM, full circle bubbler, 1/2in. AND/OR ALTERNATE EMITTERS MAY BE REQUIRED. FIPT. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Q IRRIGATION CONTROLLER NOTE Rain Bird XCZ-100-LC I I KHA-SP-05 Wide Flow Drip Control Kit, for Light Commercial Uses. 1 in. PEB \ CONTROLLER(S) SHALL BE LOCATED AT LOCATION SHOWN ON PLAN; FIELD VERIFY EXACT LOCATION Valve, with 1in. Pressure Regulating 40psi Basket Filter. 0.3-20 WITH OWNER'S REPRESENTATIVE. POWER SUPPLY (AS REQUIRED BY SPECIFIED CONTROLLER) IS GPM. a NOT WITHIN THE IRRIGATION CONTRACTOR'S SCOPE OF WORK, AND SHALL BE PROVIDED BY N OTHERS. COORDINATE POWER SUPPLY WITH ELECTRIC PROVIDER AND GENERAL CONTRACTOR. Pipe Transition Point above grade o HOOK-UP OF CONTROLLER TO PROVIDED POWER SUPPLY SHALL BE BY THE IRRIGATION Pipe transition point from PVC lateral to drip tubing with riser to w CONTRACTOR. APPLICABLE SLEEVE PENETRATIONS THROUGH BUILDINGS / WALLS SHALL BE above grade installation. � o -� Ln COORDINATED WITH THE GENERAL CONTRACTOR. } l Area to Receive Drip Emitters a U M + + + + + + + + + + + Rain Bird XB-PC 7 a �W< C � IRRIGATION S L E EV I N G / WIRING Single Outlet, Pressure Compensating Drip Emitters. Flow rates Z Z o + + + + + + I of 0.5 GPH=blue, 1.0 GPH=black, and 2.0 GPH=red. Comes with w N Z KHA-SP-06 + � + � p g O Z < 6 - a self- iercin barb inlet x barb outlet. SLEEVES SHALL BE PROVIDED AND INSTALLED FOR ALL PIPING AND WIRING UNDER ROADWAYS, Emitter Notes: o - t WALKWAYS, AND OTHER HARDSCAPE FEATURES GREATER THAN 24" IN WIDTH. SLEEVES FOR 05PC emitters (1 assigned to each 3 gal. plant) N CONTROL WIRES SHALL BE 2" DIA. SCH 40 PVC AND CONTAIN NO MORE THAN 25 WIRES PER SLEEVE. FOR PLAN CLARITY, SLEEVE LOCATIONS AND SYMBOLS ARE REPRESENTATIVE AND DIAGRAMMATIC; 05PC emitters (1 assigned to each 5 gal. plant) COORDINATE SLEEVE LOCATIONS WITH GENERAL CONTRACTOR. V SYMBOL MANUFACTURER/MODEL/DESCRIPTION - z Rain Bird PESB � O BLOCK 3 1in., 1-1/2in., 2in., 3in., 3in. Plastic Industrial Remote Control < WrE / Valve. Low Flow Operating Capability, Globe Configuration. With J I � Scrubber Technology for Reliable Performance in Dirty Water J CRITICAL ANALYSIS Irrigation Applications. ^'da' Generated: 2025-02-0415:09 Shut Off Valve Q z Rain Bird EFB-CP 2" O P.O.C. NUMBER: 01 P.O.C. NUMBER: 02 1in., 1-1/4", 1-1/2in., 2in. Brass Master Valve, that is & I Water Source Information: Connect to water line Water Source Information: Connect to water line M W where shown; Coordinate with UtilityPlan where shown; Coordinate with Utility Plan Contamination Proof w/Self-Flushing Filter Screen. Globe (W I F5 I y Configuration, Reclaimed Water Compatible, and Purple Handle > Ema U FLOW AVAILABLE FLOW AVAILABLE Cover Designates Non-Potable Water Use. O W Point of Connection Size: 2" 1 Point of Connection Size: 2" Rain Bird EFB-CP 2" Q r Flow Available 77.18 GPM Flow Available 77.18 GPM 1 in., 1-1/4", 1-1/2in., 2in. Brass Master Valve, that is E M J O Contamination Proof w/Self-Flushing Filter Screen. Globe z PRESSURE AVAILABLE PRESSURE AVAILABLE Configuration, Reclaimed Water Compatible, and Purple Handle z Static Pressure at POC: 65 PSI Static Pressure at POC: 65 PSI O I O Cover Designates Non-Potable Water Use. Pressure Available: 65 PSI Pressure Available: 65 PSI Drain Valve w o Y DESIGN ANALYSIS DESIGN ANALYSIS ' 0 I ' U Maximum Station Flow: 52.32 GPM Maximum Station Flow: 37.94 GPM BF Febco 825Y 2" U) O Flow Available at POC: 77.18 GPM Flow Available at POC: 77.18 GPM �/ � 0° Residual Flow Available: 24.85 GPM Residual Flow Available: 39.23 GPM Reduced Pressure Backflow Preventer T ly. I Lu BF2 Febco 825Y 2" Critical Station: 18 Critical Station: 7 Reduced Pressure Backflow Preventer ' I O Design Pressure: 30 PSI Design Pressure: 30 PSI z Friction Loss: 3.29 PSI Friction Loss: 5.33 PSI Rain Bird ESP-BAT-BTx 0 �8w Fittings Loss: 0.33 PSI Fittings Loss: 0.54 PSI 1,24, or 6 Station Bluetooth battery-operated controller with one 0 Q \\ I dedicated master valve/ um output, sensor wire and two Elevation Loss: 0 PSI Elevation Loss: 0 PSI pump p Loss through Valve: 4.77 PSI Loss through Valve: 3.52 PSI © common wires. Requires AA batteries for an extended battery life Q 0 Q 01 Z Pressure Req. at Critical Station: 38.4 PSI Pressure Req. at Critical Station: 39.4 PSI of up to five years. Valves shall be install with TBOSPSOL DC CC . z - z N \ - Loss for Fittings: 1.08 PSI Loss for Fittings: 0.86 PSI latching solenoids. Controller shall be used with Rain Bird 2.0 app G z a p Y -.- - - for scheduling and programming. To be placed by contractor as O w Q ' O _ U I Loss for Main Line: 10.8 PSI Loss for Main Line: 8.6 PSI F < > O Loss for POC to Valve Elevation: 0 PSI Loss for POC to Valve Elevation: 0 PSI required by feild conditions. , z 0 z - m co Loss for Backflow: 12.1 PSI Loss for Backflow: 11.8 PSI POC () F° m I I=I Point of Connection 2" W A. Loss for Master Valve: 1.26 PSI Loss for Master Valve: 0.76 PSI - - - - - - -- �-- Connect to water line where shown; Coordinate with Utility Plan Q ' W cn �;. `--/ _ _ - - z z ' Critical Station Pressure at POC: 63.6 PSI Critical Station Pressure at POC: 61.4 PSI Y uJ a __ _ _ Pressure Available: 65 PSI Pressure Available: 65 PSI P�2 Point of Connection 2" H ' I I - - - - - - - - - x - Residual Pressure Available: 1.4 PSI Residual Pressure Available: 3.56 PSI w x _ I Connect to water line where shown; Coordinate with Utility Plan oQ o WINCO WELLS SUBDIVISION I VALVE SCHEDULE ¢F Irrigation Lateral Line: PVC Schedule 40 3 �. a a (FUTURE) I NUMBER MODEL SIZE TYPE GPM PSI @ POC PRECIP - - - - Irrigation Mainline: PVC Schedule 40 x �� cn I SIN I Rain Bird PESB 1" Turf Rotary 21.81 49.6 1.04 in/h Valve Callout Rain Bird PESB 1" Turf Rotary 21.98 50.5 1.02 in/h Valve Number a 3 Rain Bird XCZ-100-LC 1" Area for Drip Emitters 0.86 28.9 0.1 in/h # # �Valve Flow 4 Rain Bird XCZ-100-LC 1" Bubbler 11 49.4 0.95 in/h U-) 3 Rain Bird XCZ-100-LC 1" Bubbler 3.5 39.2 0.96 in/h #�� Valve Size o Z w Q > W I 3 Rain Bird PESB 1-1/2" Turf Rotary 36.08 58.1 0.94 in/h N Rain Bird PESB 1-1/2" Turf Rotary 37.94 61.4 0.9 in/h N O Q w _ ' 3 Rain Bird PESB 1-1/2 Turf Rotary 25.32 53.4 0.96 in/h w w a _ z I V I I I a Rain Bird XCZ-100-LC 1" Bubbler 9.5 54.8 0.95 in/h cn Q' z 0 1 10 Rain Bird XCZ-100-LC 1" Area for Drip Emitters 1.35 29.0 0.09 in/h J Q a a Q I 11 Rain Bird XCZ-100-LC 1" Area for Drip Emitters 0.71 28.8 0.11 in/h C) 1 : F- 12 Rain Bird XCZ-100-LC 1" Bubbler 9.5 47.2 0.96 in/h w Q W w I y 13 Rain Bird PESB 1" Turf Rotary 18.4 48.2 0.98 in/h o W I N ' I 14 Rain Bird PESB 1" Turf Rotary 19.54 50.2 1.06 in/h ? z 15 Rain Bird XCZ-100-LC 1" Area for Drip Emitters 1.98 29.3 0.07 in/h _J _ N ox ' I WINCO WELLS SUBDIVISION (. ' I I 16 Rain Bird XCZ-100-LC 1 Bubbler 9.5 47.5 0.91 in/h U NO. 2 I 17 Rain Bird PESB 2" Turf Rotary 49.98 63.2 0.83 in/h } o a z F ' I (FUTURE) I ' I 18 Rain Bird PESB 2" Turf Rotary 52.32 63.4 0.81 in/h o co � a N 3.5 5 19 Rain Bird PESB 2" Turf Rotary 52.31 63.6 0.8 in/h z z W U o z o 20 Rain Bird PESB 2" Turf Rotary 49.94 63.3 0.84 in/h 3: 2 U LU o ' .'. Q CD W O 11 OCK 2 ' ,•.;I U o Wa O 25.3 ••�••••�••••�. w 379 7 'x" s 9.5 I :I p�•••�� OF l�•��•i 'a' ;° '35 � I GRAPHIC SCALE IN FEET ��0� S�o4 if o�'•.• Q w 0 30 60 120 _?0N '4 Z� I i aE ja�-77, NORTH 3 v ww�N owffo _ - - �E •�•� L1-1 1 60 @ 4 x36 6751z 0 w •• Boa �� W H ANDSCA4� ,. p;x N 3 a �.� �••.uu.•• x w z �� _ �6 CAUTION: NOTICE TO CONTRACTOR 2/4/2025 w o SD D S$ SS 4 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING x x a UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Q4 Q w Q AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET m W w ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w Q z � o o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD30 w 0Know What'sbelow UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING < a Q a H z Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI Rain Bird R-VAN14 1806-SAM-P45 Turf Rotary, 8ft.-14ft. 45-270 degrees and 360 degrees. Hand 30 14ADJ 14 F Adjustable Multi-Stream Rotary w/1800 turf spray body on 6in. pop-up, with check valve and 45 psi in-stem pressure regulator. 1/2in. NPT Female Threaded Inlet. Rain Bird R-VAN18 1806-SAM-P45 O O Turf Rotary, 13ft.-18ft. 45-270 degrees and 360 degrees. Hand 30 18ADJ 18 F Adjustable Multi-Stream Rotary w/1800 turf spray body on 6in. pop-up, with check valve and 45 psi in-stem pressure regulator. 1/2in. NPT Female Threaded Inlet. Rain Bird R-VAN24 1806-SAM-P45 O O Turf Rotary, 17ft.-24ft. 45-270 degrees and 360 degrees. Hand 30 24ADJ 24 F Adjustable Multi-Stream Rotary w/1800 turf spray body on 6in. o pop-up, with check valve and 45 psi in-stem pressure regulator. a -- 1/2in. NPT Female Threaded Inlet. Rain Bird 1800-1400 Flood 20 0 1401 1402 1404 Fixed flow rate 0.25 GPM - 2.0 GPM, full circle bubbler, 1/2in. FIPT. -------------- -------------- - - — SYMBOL MANUFACTURER/MODEL/DESCRIPTION Lu 2 50 ��+ + + + + + + + + + + + + + + + + + + + + + + + - - p + + + + + ..... + + + + + + + + + + + + + + + + + + + + + + �- — — — Rain Bird XCZ-100-LC X2 47.66 + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �- — — — P w _ .+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — — — — Wide Flow Drip Control Kit, for Light Commercial Uses. 1 in. PEB ��+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� � � — _ — ''+ + + + + + + + + + + + + + + + + + +_+— — — "—+ _+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �- �-�- — — Valve, with 1 in. Pressure Regulating 40psi Basket Filter. 0.3-20 --- — a 1v4 ,Y • ---- GPM. *� + + + + + + + + + + • -i + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ T — _ �--____ _ + +�+ + =+_+ •— ❑ ° — +_ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Pipe Transition Point above grade o + + + _wL •� " — — _ Pipe transition point from PVC lateral to do tubing with riser to ❑ Y4 ❑ ❑ �� L . • — above grade installation. p g M 00 1/4" Q i" — — } X � ❑ o ❑ I�—� � �—� �l Area to Receive Drip Emitters a � • M • zY" • ❑ ❑ ° ❑ • + + + + + + + + + + + Rain Bird XB-PC Jw � � • �„ 2 °Ya ❑ " I �+ + + + + + Single Outlet, Pressure Compensating Drip Emitters. Flow rates Z o • X„ ❑ ❑ ❑ + + + + + + I of 0.5 GPH=blue, 1.0 GPH=black, and 2.0 GPH=red. Comes with Z o Z zYz" + + + + + v o 1Y4" �" • z" a self-piercing barb inlet x barb outlet. I Emitter Notes: oM _ t X 2 2Y2° �" _ 05PC emitters (1 assigned to each 3 gal. plant) a N 9.5 16 19 52.3 NI J N I 1.98 15 1., 17 50.0 2° 05PC emitters (1 assigned to each 5 gal. plant) 20 49.9 2 18 52.3 2" I SYMBOL MANUFACTURER/MODEL/DESCRIPTION z I I Rain Bird PESB O0 1in., 1-1/2in., 2in., 3in., 3in. Plastic Industrial Remote Control Mr Valve. Low Flow Operating Capability, Globe Configuration. With Scrubber Technology for Reliable Performance in Dirty Water Irrigation Applications. Q I I w Shut Off Valve ( Rain Bird EFB-CP 2" 1in., 1-1/4", 1-1/2in., 2in. Brass Master Valve, that is N I Contamination Proof w/Self-Flushing Filter Screen. Globe Configuration, Reclaimed Water Compatible, and Purple Handle X I I Cover Designates Non-Potable Water Use. Rain Bird EFB-CP 2" I I 1 in., 1-1/4", 1-1/2in., 2in. Brass Master Valve, that is '1 I Contamination Proof w/Self-Flushing Filter Screen. Globe j MAINLINE CONTINUES Configuration, Reclaimed Water Compatible, and Purple Handle X I I SOUTH THOUGH Cover Designates Non-Potable Water Use. mile PROPERTY- SEE SHEET SD32 I OD Drain Valve BF Febco 825Y 2" Reduced Pressure Backflow Preventer BF2 Febco 825Y 2" Reduced Pressure Backflow Preventer Rain Bird ESP-BAT-BTx 0 1,2A or 6 Station Bluetooth battery-operated controller with one = dedicated master valve/ pump output, sensor wire and two 0 Q © common wires. Requires AA batteries for an extended battery life Q 0 of up to five years. Valves shall be install with TBOSPSOL DC G C Z latching solenoids. Controller shall be used with Rain Bird 2.0 app a z for scheduling and programming. To be placed by contractor as w Q a H required by feild conditions. , Z 0 3o POC O U F I=I Point of Connection 2" LU U Q Connect to water line where shown; Coordinate with Utility Plan z o o P 1�1-IC2 Point of Connection 2" zConnect to water line where shown; Coordinate with Utility Plan Q Q x Irrigation Lateral Line: PVC Schedule 40 o 3 zo� ¢F a o a Irrigation Mainline: PVC Schedule 40 a w Valve Callout w W w x Valve Number w� x w Valve Flow L0 d x n N Z a o¢ # Valve Size p x CV oz N O > q W Cl) a w w¢ w Q zo _J Q a �¢ Q W I U) -� 'W'z w Q �C a a ox w za J J o 2 N xx H H U 0) Z H� } Q m o (.0 w aP m C LLJ O zo � 2 U w z z H U CO w 3 x¢ 0 0 U d [a'Z" Q Lu T_ o Nx ❑ � w3 r v cox 0FJ'0 �•••i x Q a GRAPHIC SCALE IN FEET ��• �� S�o4 M •�o v Q z 0 5 30 60 * os a P., w a NORTH M. Paz UQ w M v o- 1„=30'@ 24"x36" : LA-16751 - k ••��d � i�. M o H zLANDSCA4� ;•°. a o x w z CAUTION: NOTICE TO CONTRACTOR 2/4/2025 a a \ o i 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 Q w Q AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET m W w ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w Q z o o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD31 w 0 Q KnowWhars below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING < a Q a H z Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Z II IRRIGATION SCHEDULE > II MAINLINE CONTINUES SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI m NORTH THOUGH PROPERTY SEE SHEET SD31 Rain Bird R-VAN14 1806-SAM-P45 w U Turf Rotary, 8ft.-14ft. 45-270 degrees and 360 degrees. Hand Q 0 14ADJ 144 F Adjustable Multi-Stream Rotary w/1800 turf spray body on 6in. 30 a- m I pop-up, with check valve and 45 psi in-stem pressure regulator. O I 1/2in. NPT Female Threaded Inlet. F- I Rain Bird R-VAN18 1806-SAM-P45 Z ( O O Turf Rotary, 13ft.-18ft. 45-270 degrees and 360 degrees. Hand 30 18ADJ 18F Adjustable Multi-Stream Rotary w/1800 turf spray body on 6in. I w X pop-up, with check valve and 45 psi in-stem pressure regulator. 1/2in. NPT Female Threaded Inlet. Rain Bird R-VAN24 1806-SAM-P45 O O Turf Rotary, 17ft.-24ft. 45-270 degrees and 360 degrees. Hand 30 �� — — Adjustable Multi-Stream Rota w/1800 turfs spray body on 6in. o +• 24 ADJ 24 F 1 Rotary IO y y . . - + + + — — -- 1Ya` pop-up, with check valve and 45 psi in-stem pressure regulator. 94 - 1/2in. NPT Female Threaded Inlet. U) F -Al Ix +\� -0- Rain Bird 1800-1400 Flood 20 0 8 w +\` \\ 1401 1402 1404 Fixed flow rate 0.25 GPM - 2.0 GPM, full circle bubbler, 1/2in. + FIPT. +\ WINCO WELLS SUBDIVISION NO. 2 + \` (FUTURE)+ +'�\� BLOCK 3 SYMBOL MANUFACTURER/MODEL/DESCRIPTION w a � \+ � ,Ya" r o \\+ + Rain Bird XCZ-100-LC + I Wide Flow Drip Control Kit, for Light Commercial Uses. 1 in. PEB Valve, with 1 in. Pressure Regulating 40psi Basket Filter. 0.3-20 - -� � I GPM. + a 18.4 13 12 9.5 ,y" Pipe Transition Point above grade o 19.5 14 11 0.71 I Pipe transition point from PVC lateral to drip tubing with riser to w above grade Installation. M o - — 1 Area to Receive Drip Emitters a x ¢ � + + + , Rain Bird XB-PC Jw � � ,• Q a aaa + + + + +w Single Outlet Pressure Compensating Drip Emitters. Flow rates � g p g p 3 I' w \ �4" + + + + + + of 0.5 GPH=blue 1.0 GPH=black and 2.0 GPH=red. Comes with z o z M POC I Lou 1Y" 1Ya° BF `F I Q O Y \ \ W L� + + �J a self-piercing barb inlet x barb outlet. z Z Q o u- zN \ _ z%2, Emitter Notes: CD g Z O Y 3 o.as C0 05PC emitters (1 assigned to each 3 gal. plant) N - J F- cn p I \� — 1 21.8 V — — — — - — — — 05PC emitters (1 assigned to each 5 gal. plant) z > m I + \\ 1 4 11 _ 0 \+ 22.0 � � ~ Co \ + \ U) I \+ + \ Z„ 1 2" LU U) SYMBOL MANUFACTURER/MODEL/DESCRIPTION z \\+ V F POC2 O Rain Bird PESB + ++ + � �. ,y°-— /4 — ,Y — :�. — ,Ya„T r T�' 1 in., 1-1/2in., 2in., 3in., 3in. Plastic Industrial Remote Control + + + + O — J y y N Valve. Low Flow Operating Capability, Globe Configuration. With Mr v Scrubber Technology for Reliable Performance in Dirty Water pp Irrigation Applications. 9 w h Off Valve Shut O a e .f C� Rain Bird EFB-CP 2" I+ 1in., 1-1/4", 1-1/2in., 2in. Brass Master Valve, that is N .. Contamination Proof w/Self-Flushing Filter Screen. Globe \il/ Configuration, Reclaimed Water Compatible, and Purple Handle `. Cover Designates Non-Potable Water Use. � +I . Rain Bird EFB-CP 2" WINCO WELLS SUBDIVISION NO. 2 I I _ I+ + V 1in., 1-1/4", 1-1/2in., tin. Brass Master Valve, that is (FUTURE) I I++ +I N Contamination Proof w/Self-Flushing Filter Screen. Globe BLOCK 2 I II I++ +I - Configuration, Reclaimed Water Compatible, and Purple Handle — I Cover Designates Non-Potable Water Use. mile MATCH LINE SEE SHEET: SD33 Drain Valve JBF) Febco 825Y 2" Reduced Pressure Backflow Preventer BF2 Febco 825Y 2" Reduced Pressure Backflow Preventer Rain Bird ESP-BAT-BTx 0 1,24, or 6 Station Bluetooth battery-operated controller with one = dedicated master valve/pump output, sensor wire and two 0 Q © common wires. Requires AA batteries for an extended battery life Q 0 of up to five years. Valves shall be install with TBOSPSOL DC Z 0 latching solenoids. Controller shall be used with Rain Bird 2.0 app Q ¢�z for scheduling and programming. To be placed by contractor as a H required by feild conditions. , Z 0 U¢ 3o POC O F� I=I Point of Connection 2" U W U z Connect to water line where shown; Coordinate with Utility Plan o o P Ff Point of Connection 2" zConnect to water line where shown; Coordinate with Utility Plan Q d x Irrigation Lateral Line: PVC Schedule 40 o 3 z0� ¢F a o a Irrigation Mainline: PVC Schedule 40 a w Valve Callout w W w x Valve Number w� # # x w Valve Flow .' d x n N Z a o¢ # Valve Size p x CV oz N O > q W Cl) a w w¢ w Q zo _J Q X a �¢ 0 L w 1a U) -� z z w �o Q W d .•,x w za J J O 2 N xx I— H 0 0) Z } } W Q z z m m o cD w a� m 0 0 O zo U U w LU z zH � U 0 w 3 x¢ � W 2 Of qW 0 0 U 0- >C °, z l~ o Nx ❑ � w3 v cox ••••••QS�••�F��j�9 ••••i x a GRAPHIC SCALE IN FEET ••• �� S�o4�� a •. Q w 0 15 30 60 � �Os ,�•: a NORTH M. w M o x 1��=30'@ 24"x36" LA-16751 ti.' k 00 W4 o ••��d � i•• M"o� H z ° LANDSCA4� ;•°. a .. o x Z w z CAUTION: NOTICE TO CONTRACTOR 2/4/2025 w� N �o 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 Q w Q AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET m W W ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w Q z � o o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD32 w 0 Q KnowWhars below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING < a Q a H z Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. MATCH LINE SEE SHEET: SD32 �I .. 1 IRRIGATION SCHEDULE II SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI Rain Bird R-VAN14 1806-SAM-P45 + * 0 Turf Rotary, 8ft.-14ft. 45-270 degrees and 360 degrees. Hand 30 N I I 14ADJ 14 F Adjustable Multi-Stream Rotary w/1800 turf spray body on 6in. pop-up, with check valve and 45 psi in-stem pressure regulator. 1/2in. NPT Female Threaded Inlet. + Rain Bird R-VAN18 1806-SAM-P45 WINCO WELLS SUBDIVISION NO. 2 Turf Rota 13ft.-18ft. 45-270 degrees and 360 degrees. Hand N ■ Rotary, g g 30 (FUTURE) I + cn 0 Adjustable Multi-Stream Rotary w/1800 turfs spray body on bin. �+ + '.` 18ADJ 18F 1 Y p Y Y BLOCK 2 pop-up, with check valve and 45 psi In-stem pressure regulator. I — 1/2in. NPT Female Threaded Inlet. IRain Bird R-VAN24 1806-SAM-P45 0 O Turf Rotary, 17ft.-24ft. 45-270 degrees and 360 degrees. Hand 30 I II • 24ADJ za F Adjustable Multi-Stream Rotary w/1800 turf spray body on bin. o pop-up, with check valve and 45 psi in-stem pressure regulator. a N I I I „ 1/2in. NPT Female Threaded Inlet. Rain Bird 1800-1400 Flood 20 0 1401 10 1a\a Fixed flow rate 0.25 GPM - 2.0 GPM, full circle bubbler, 1/2in. FIPT. III II cNi� SYMBOL MANUFACTURER/MODEL/DESCRIPTION W Q 0 I Rain Bird XCZ-100-LC III I Wide Flow Drip Control Kit, for Light Commercial Uses. 1 in. PEB Valve, with 1 in. Pressure Regulating 40psi Basket Filter. 0.3-20 w GPM. U ZO I I I Pipe Transition Point above grade CD Z N I Pipe transition point from PVC lateral to drip tubing with riser to w O N I above grade installation. M co U) o _ _ : Z m I J � � -F- ---1- -7- -71 Area to Receive Drip Emitters a U M + + + + + + + Rain Bird XB-PC J w I I :: + + + + + Single Outlet, Pressure Compensating Drip Emitters. Flow rates O z� 0 1 N + + + + + za � z + N of 0.5 GPH=blue, 1.0 GPH=black, and 2.0 GPH=red. Comes with w U) N a self-piercing barb inlet x barb outlet. z Z Q o LL I Emitter Notes: L Co 05PC emitters (1 assigned to each 3 gal. plant) a N X I' I 05PC emitters (1 assigned to each 5 gal. plant) ^J^ SYMBOL MANUFACTURER/MODEL/DESCRIPTION �•' Z (/) 3.5 5 Y4° It Z;, y,,: : Rain Bird PESB 1„ 1in., 1-1/2in., 2in., 3in., 3in. Plastic Industrial Remote Control O • 3 VMr alve. Low Flow Operating Capability, Globe Configuration. With 1, Scrubber Technology for Reliable Performance in Dirty Water Irrigation Applications. w Shut Off Valve - I Rain Bird EFB-CP 2" 1in., 1-1/4", 1-1/2in., 2in. Brass Master Valve, that is F T Contamination Proof w/Self-Flushing Filter Screen. Globe Configuration, Reclaimed Water Compatible, and Purple Handle N I r 1 Cover Designates Non-Potable Water Use. 25.3 8 N I 1%2^ Rain Bird EFB-CP 2" 379 7 9 s.5 I I- I 1in., 1-1/4", 1-1/2in., 2in. Brass Master Valve, that is 1 � - 36.1 6 1� 1„ 10 1.35 I " '1 Contamination Proof w/Self-Flushing Filter Screen. Globe r -I 1/ 1" Handle 2 � _ Configuration, Reclaimed Water Compatible, and Purple I, JE I .. AL OL OIL P Cover Designates Non-Potable Water Use. mile OD Drain Valve 2" aY° ,YQ" - - - — - - - - — + + + + + + + + + + + + + + + + + + —+ + + + + + +++++ + + + + — T + + + + +}+ + + + + + + + + + — - - — „ + + + + + + + + + + + + 2°+ + + + + + + + + y BF Febco 825Y 2 1Y° + + + + + + + + + + 1Y" T I++++++++++++++++++++ 3 "... n :- '. ......+ + + + + + + Reduced Pressure Backflow Preventer + + + + + + + TEE TEE +++++++++++++,y',-++++ { -F' , TEL + + + +E + + + + +{ = TEL - oHE �fEL oHE BF2 Febco 825Y 2" OHE �� OHE E T L 1'- + + + + + + + + + H HE + E - - — yyL" J Reduced P B kfl P t .. .. — Pressure ac ow reven er 0000 an Bird ESP-BAT-BTx 0 U� _ 1,2,4, or 6 Station Bluetooth battery-operated controller with one _ 0 — — — — — dedicated master valve/ pump output, sensor wire and two 0 Q 1 © common wires. Requires AA batteries for an extended battery life Q 0 of up to five years. Valves shall be install with TBOSPSOL DC C Z a latching solenoids. Controller shall be used with Rain Bird 2.0 app G a z for scheduling and programming. To be placed by contractor as w Q a H required by feild conditions. , Z 0 3o POC O U F I=I Point of Connection 2" LU U Q Connect to water line where shown; Coordinate with Utility Plan 22 z o o PFf 01102 Point of Connection 2" az Connect to water line where shown; Coordinate with Utility Plan Q Q x Irrigation Lateral Line: PVC Schedule 40 o o z0� ¢F a o a Irrigation Mainline: PVC Schedule 40 a w Valve Callout w W ,x Valve Number w� x w Valve Flow L0 d x n N Z a o¢ # Valve Size p x CV oz N O > q W Cl) a w w¢ w Q zo _J Q a �¢ Q L w 1a U) z w Q �o 14 d x w za J J O U) U N xx H H 0 0) Z �� } } w Q z z m CIOo cD w a� m 0 H O zo � U U w o z H U CO w 3 x¢ � W 2 'Z' 0 0 U Cw o Nx ❑ � w3 o v cox �� Fj�9 �0 x Q a GRAPHIC SCALE IN FEET �� • �� S�o4 M •�o ti v Q z 0 5 30 60 _* os a P., w a NORTH M. a N x o �', f� ,•'� ��. 1"=30'@ 24"x36" : n LA-16751 o .�o H z �°LANDSCA , o x w z CAUTION: NOTICE TO CONTRACTOR 2/4/2025 11�FN �o a a \ o x i 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 Q w Q AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET m W w ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w Q z � o o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD33 w 0 Q KnowWhars below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING <�a 5 a H z Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. REINFORCED PLASTIC TYPICAL 3/4"DRIP TUBING. FINISHED GRADE ACCESS BOX W/COVER& ELECTRIC REMOTE DETECTABLE MARKING TAPE EXTENSION(S)AS REQ'D CONTROL MASTER VALVE, 6"DRIP BOX. - SIZE AS NOTED ON PLANS COMPRESSION TEE. 12"MIN. - ��j� - EXCAVATED SOIL, // REPLACED AND REDUCED PRESSURE PRINCIPAL SECURITY ENCLOSURE W/PAINTED STEEL 1/2"REVEAL FINISHED GRADE, 3/4"FPT X 3/4"DRIP TUBING PVC LATERAL/ BACKFLOW PREVENTER W/ TUBE FRAME&EXPANDED METAL SIDE& MULCH PER PLANS 10"X 15"RECTANGULAR ADAPTER. COMPACTED � DRIP SYSTEM SHUT-OFF VALVES. TOP PANELS. __ _ BOX WITH 6"EXTENSION FINISHED 3"MIN. SELECT BACKFILL HEADER PIPE CAST BRONZE, LEEVE OR EXPANSION —T SET BOX FLUSH TO GRADE. ALL LATERAL PIPE TYP. BO T H JOINT MATERIAL,TYP. FINISH GRADE SIDES FINISHED GRADE SIDES ALL COPPER PIPE SCH.80 PVC FEMALE DETECTABLE MAINLINE TYPE K COPPER PI PE 18 - BRASS ISOLATION BALL F BELOW GRADE SHALL MIN. = ADAPTER&PIPE NIPPLE, VALVE AS SPECIFIED, _ 8 '\ \ &FITTINGS,TYP. BE WRAPPED W/ TYP.BOTH SIDES MARKING TAPE SAME SIZE AS MAINLINE — 18"� j; EXCAVATED SOIL, PVC MAINLINES j POLYETHYLENE TAPE SCH.80 PVC UNION, 8"MIN. i SCH 80 THREADED NIPPLE, — MIN. j REPLACED AND AND LOW ALL SIDES j U-BOLT FOR TYP.BOTH SIDES AS REQUIRED — j;j; COMPACTED 4" 1" 12"MIN. PADLOCKING - - SAND BEDDING VOLTAGE ADAPTER - COMMON/ CONTROL % CLASS"B" _ _ N. __ — 3"THICK LAYER OF WASHED 6 CONTROL WIRES WIRES p CONCRETE PAD PVC MAINLINE,PER PLANS PVC MAINLINE GRAVEL. THE BOX SHALL REST MIN FINISHED a �� GRADE O'lp O pp O _ UPON THE ROCK BED.DO NOT MAINLINE PIPE a a 1 PVC MALE ADAPTER, -pp 01_pO BRICK,TYPICAL OF FOUR, U w O O 000� TWO 6 X 2 X 16 CONCRETE O EXTEND GRAVEL INTO BOX. 3"MIN.- 18"MIN. TYP. III ONE AT EACH CORNER BLOCK CAPS,ONE ON u COPPER ELL, - 8"DEEP(3/4"QJ) III EACH SIDE OF BOX O�� Q SIDES AND o PVC MAINLINE,SEE s TYP. _ PLAN FOR DETAILS GRAVEL BED — REQUIRED. TO SYSTEM � � /a"SCHEDULE 80 NIPPLE AS TOP OF PIPE NOTES: PVC LATERAL LINE. NOTES: TO POINT OF UNDISTURBED SUBGRADE OR 1. ALL WIRES TO BE INSTALLED PER LOCAL CODE. TAPE AND BUNDLE WIRES EVERY 71. 1. SELECT BACKFILL SHALL BE SAND OR SOIL FREE OF ROCKS � CONNECTION COMPACTED TO 95% PROVIDE EXPANSION COIL AT EACH WIRE CONNECTION IN VALVE BOX(WRAP AROUND 1/2" AND STONES LARGER THAN 1/4"DIA. p 0 PIPE 15 TIMES). 2. BACKFILL MATERIAL SHALL BE WATERED IN AND 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS ADJACENT UNDISTURBED SOIL. COMPACTED TO DENSITY OF ADJACENT UNDISTURBED SOIL. 3. ALL THREADED PVC JOINTS SHALL BE WRAPPED WITH TEFLON TAPE. PIPE TRENCHING AND BACKFILL - MAINLINE, a 1 BACKFLOW PREVENTER IN SECURITY ENCLOSURE 2 MASTER VALVE ASSEMBLY 3 BRASS BALL ISOLATION VALVE 4 PIPE TRANSITION POINT 5 LATERALS, AND MARKING TAPE o W N.T.S. KHA-GI-01 N.T.S. KHA-GI-02 N.T.S. KHA-GI-04 N.T.S. KHA-GI-19 N.T.S. KHA-GI-06 t= o M 00 L0 M W W p N Z O Z � Z NOTES: W o V E 1. ALL WIRES TO BE INSTALLED PER LOCAL CODE. TAPE AND BUNDLE Z ¢ o E WIRES EVERY 7'. PROVIDE EXPANSION COIL AT EACH WIRE o M z t CONNECTION IN VALVE BOX(WRAP AROUND 1/2"0 PIPE 15 TIMES). a N g 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS ADJACENT - RECTANGULAR VALVE UNDISTURBED SOIL. BOX AND COVER; HEAD PLASTIC NOZZLE: RAIN BIRD 3. ALL THREADED PVC JOINTS SHALL BE WRAPPED WITH TEFLON TAPE. 1800 SERIES STEP 1 SLIP BASE SOCKET OVER END OF PERMANENTLY NOTCH OR J BOX BRAND"J BOX"ON LID SCH 80 FEMALE ADAPTER WIRES OTHERWISE MARK WITH 2"HIGH LETTERS PLASTIC SHRUB ADAPTER: Q REINFORCED PLASTIC AND NIPPLE STRIP WIRES APPROX. 1"FROM ENDS- HARDSCAPE WHERE SLEEVE 1/2"REVEAL RAIN BIRD MODEL PA-8S O ACCESS BOX W/ SCH 80 PVC THREADED TWIST ENDS TOGETHER OCCURS - HARDSCAPE,TYPICAL COVER UNION AND FITTINGS,TYP. STEP 2 FINISHED GRADE APPLY SEALER TO OUTSIDE OF SEALING FINISHED 12"MIN. � T 2"MAX _ FINISH GRADE/TOP OF MULCH Z mr %2"REVEAL SURFACE MULCH PER PLUG-FILL CAVITY WITH SEALER GRADE IT 1T—I UV RADIATION RESISTANT PLANS PUT CRIMP SLEEVE OVER WIRE ENDS _ ° a - ��i PVC SCH 80 NIPPLE O WIRE CONNECTORS CRIMP SLEEVE AND CUT OFF EXCESS WIRE 12"MIN. FOR ° - ��i\��j��j�� j\��j\��i� (LENGTH AS REQUIRED) LATERALS IIIIII—III—III ° _ - SPARE WIRES THAT PVC SCH 40 ELL III = BRASS BALL VALVE PULL BASE SOCKET OVER WIRE END 18"MIN. FOR - =III=III=III= = = B ARE TO TERMINATE III BRICK FOR FOOTING, STEP 3 AS FAR AS POSSIBLE MAINLINES AT THIS BOX:COIL 30" PVC SCH 40 STREET ELL III ONE AT EACH CORNER LOOP, BUNDLE,AND LENGTH AND I.D.TAG (LENGTH AS REQUIRED) CONTROL/ PUSH SEALING PLUG INTO BASE SOCKET T _ LABEL SPARE WIRES _ 1/2-INCH PVC SCH 80 NIPPLE CD COMMON WIRES >% PUSH WIRES TO END OF BASE SOCKET TO = — — THAT ARE TO CONTINUE, WIRES TO STEP 4 ASSURE COMPLETE SEALING OF CONNECTION AS OCCURS CONTROLLER PVC SCH 40 STREET ELL �1� O I I I DRI-SPLICE TYPE WIRE CONNECTOR SCH.40 PVC III=III= BACKFILL WITHIN 3"OF SLEEVE SHALL BE 1/2"WIRE CLOTH GOPHER W 00 _III III FREE OF ROCKS AND STONES LARGER — _ PIPE SLEEVE, PROTECTION SCREEN, PVC LATERAL SIZE NOTED ON THAN 1/4"DIA. IF ROCK CANNOT BE WRAP 6"UP SIDES PVC SCH 40 TEE OR ELL REMOVED FROM EXCAVATED SOIL, PVC MAINLINE,SEE NOTES PLANS ELECTRIC REMOTE CONTROL VALVE - PROVIDE CLEAN SAND BEDDING. (2)6x2x16 CONCRETE PLAN FOR DETAILS PVC LATERAL PIPE (OR DRIP ZONE CONTROL KIT),SIZE -III III 1. FOR WIRE SIZES NO. 14, 12,AND 10,ALL CONNECTIONS IN VALVE BOXES ONLY. BLOCK CAPS,ONE ON AND MODEL AS NOTED ON PLANS SCH.80 PVC 2. INSTALL SPEARS DS-100 DRI-SPLICE CONNECTORS WITH DS-300 SEALANT. EACH SIDE OF BOX — MAINLINE FITTING 12"DEEP(3/4"0)GRAVEL SUMP mile 6 ELECTRIC REMOTE CONTROL VALVE 7 IRRIGATION WIRE CONNECTION 8 MAINLINE AND LATERAL PIPE SLEEVING 9 IRRIGATION WIRING JUNCTION BOX 1 O BUBBLER EMITTER N.T.S. KHA-GI-07 N.T.S. KHA-GI-09 N.T.S. KHA-GI-10 N.T.S. KHA-GI-11 N.T.S. KHA-GI-12 1 OFINISH GRADE ORAIN BIRD ESP-BAT-BT BATTERY NOZZLES O DIFFUSER BUG CAP: RAIN BIRD DBC-025 OPERATED CONTROLLER,SEE O FINISHED GRADE/TOP 1 2 3 4 LEGEND FOR MODEL Q = OF MULCH 6"CLEAR O UNIVERSAL%4"TUBING STAKE: O BLACK COMMON WIRE �\ / Q RAIN BIRD TS-025 kA O ORANGE WIRE TO MASTER Q O 3/4"DISTRIBUTION TUBING:RAIN BIRD XQ VALVE z Q a TUBING(LENGTH AS REQUIRED) O RED WIRES TO ALL VALVE O ¢z — — — — I 1 a DC LATCHING SOLENOIDS 2 3 ui Q IF�— TOP OF MULCH 6O YELLOW WIRES TO RAIN , Z 0 x w 1 = —III—III- III—III—III _ _ I— d SENSOR III— — III— — — 7 — 5 5 SINGLE-OUTLET BARB INLET X BARB RAIN BIRD VALVE W/DC O OUTLET O U W EMITTER:RAIN BIRD XERI-BUG EMITTER LATCHING SOLENOID,SEE U Q1 F I F� 3 z POP-UP SPRAY SPRINKLER 6 LEGEND FOR MODEL III —III ON RISER AS SPECIFIED O 3/4"POLYETHYLENE TUBING: 0 0 12"MIN - III— w x PER IRRIGATION RAIN BIRD XF SERIES TUBING OR SCHEDULE RAIN BIRD XT-700 XERI-TUBE OR Q a SCH 40 SWEEP ELBOW _ RAIN BIRD XBS BLACK STRIPE TUBING 3 O ¢F 1/2"FLEX PIPE, LENGTH AS NEEDED - 7 O7 FINISH GRADE O 6 w ¢ H LATERAL TEE IIII - w oa - 4 �a 5 w w wx NOTES: NOTES: aI— LATERAL PIPEIII 1.USE RAIN BIRD XERIMAN TOOL XM-TOOL TO INSERT EMITTER 1. ALL WIRE CONNECTIONS SHOULD BE MADE USING APPROPRIATE WATER-PROOF SPLICE KITS. N z DIRECTLY INTO/Z POLYETHYLENE TUBING. 2. ESP-BAT-BT CAN BE MOUNTED USING ONE OF 3 METHODS:MOUNTING PEG,CABLE TIE,OR O w Q a 2. RAIN BIRD XERI-BUG BARB X BARB EMITTERS ARE AVAILABLE IN SCREW MOUNT.(REF.INSTALLATION MANUAL.) O c4 v z THE FOLLOWING MODELS: 3. INSTALL THE BAT-BT AS CLOSE TO THE SURFACE LEVEL AS POSSIBLE TO OPTIMIZE Q z XB-05PC 0.5 GPH XB-10PC 1.0 GPH XB-20PC 2.0 GPH BLUETOOTH SIGNAL STRENGTH AND RANGE. N wq 4. REQUIRES 4 ALKALINE LR6(AA)BATTERIES. w¢ Q zo _j Q �¢ POP-UP SPRAY SPRINKLER AREA FOR DRIP EMITTERS 3 ESP-BAT-BT BATTERY OPERATED CONTROLLER W 'Q 11 12 U) w Q w z N.T.S. KHA-GI-13 N.T.S. KHA-GI-16 3"=1'-0" DETAIL-FILE W ¢ wx w oa _j _j p) o 2 N x x H I- U O) z �� } .. Q Z'zm o (D w ar- m 0 2 O zo 3: 2 U w z z H U CD w 3 x¢ 010 U o- [a w Q Lu LLI >C ° z ❑ � w3 r v cox 0F••••••QS�•• ••j�9 •O•• • �O >C x H ••• �� S�o4HER j, O ••• • a M. - off.z w°n a r c� agowo •••� �... N� x ' '� LA-16751 �••E M o H z •••°LANDSCA4� :�••••• a ¢ seam •• o x Z w It, CAUTION: NOTICE TO CONTRACTOR 2/4/2025 a a \ o i 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 Q w Q AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET m W w ¢ ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION w Q z � o o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE SD34 w 0 Q Know whars below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING a Q a H z Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GENERAL IRRIGATION SPECIFICATIONS GENERAL METHODS L. PIPING: R. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. A. QUALIFICATIONS OF IRRIGATION CONTRACTOR A. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN 1. PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES S. QUALITY CONTROL 1. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE IRRIGATION AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS MAY BE APPROVED. CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. SEE THE IRRIGATION PLAN INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL 1. PERFORM COVERAGE TESTS AFTER IRRIGATION SYSTEM IS COMPLETED, BUT PRIOR TO FOR SPECIFIC EQUIPMENT AND SYSTEM LAYOUT. ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE 2. MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 24 INCHES. ANY PLANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH LATERAL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES. DESIGNER AND THE CONSTRUCTION MANAGER. 2. THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A LICENSED IRRIGATION ITEMS AT HIS OWN COST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE INSTALLER, AS REGULATED BY THE APPROPRIATE LOCAL JURISDICTION. A LICENSED CONSTRUCTION PHASE SO PLACEMENT LOCATION IS CORRECT. 3. ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO 2. TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE WATERED z IRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS MALE THREADS ONLY. COMPLETELY AND UNIFORMLY. a WORK IS IN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE B. THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO CONTRACTOR PROVIDES FOR A LICENSED IRRIGATION INSTALLER TO BE PRESENT AT COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER 4. ALL SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT-WELD 3. MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDING w THE PROJECT SITE AND SUPERVISING ALL IRRIGATION WORK. APPLICABLE PLANS & DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PRIMER AND GLUE. REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES. PLANS AND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND 3. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY OWNER'S REPRESENTATIVE IMMEDIATELY. 5. PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANY T. CLEAN UP BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. OTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR w C. THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS UNDER. 1. DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT CLEAN AND o B. SCOPE OF WORK SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. OBSTRUCTIONS, GRADES OR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN M. VALVES: 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL THE ENGINEEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES, FEES, AND ANY OTHER ATTENTION OF THE IRRIGATION DESIGNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT 1. VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION a ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DETAILS. U. INSPECTION AND ACCEPTANCE ALL WORK, SPECIFIED HEREIN AND/OR SHOWN ON THE IRRIGATION PLANS, NOTES, AND REVISIONS AND NECESSARY COSTS. Cl DETAILS. 2. VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVEL 1. UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE W D. SEE UTILITY PLANS FOR IRRIGATION POINTS OF CONNECTION (TAP) AND DOMESTIC WATER LOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. LOCATE BOXES WITHIN 12 TO SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE M co 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES SUPPLY. 24" OF SIDEWALKS OR LANDSCAPE EDGES, WITH TOPS OF BOXES 1" ABOVE FINISH IRRIGATION CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO >� , AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH GRADE IN TURF, AND 3" ABOVE FINISH GRADE IN SHRUB AREAS TO AVOID BEING DETERMINE FINAL ACCEPTABILITY. w X o WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND E. THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES AND PERMITS ASSOCIATED WITH COVERED BY MULCH). a(If CO,co LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. THE INSTALLATION OF THE IRRIGATION SYSTEM. 2. WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, z o z IN CASE OF CONFLICT BETWEEN THESE PLANS AND LOCAL AND/OR STATE CODES, 3. EACH VALVE BOX COVER SHALL BE HEAT-BRANDED WITH THE CONTROLLER STATION THE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE �/•� W V CODES SHALL PREVAIL. F. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS NUMBER. OWNER'S SATISFACTION WITHIN 24 HOURS. V) o = . o Z a' m AT LEAST 60 PSI AND LESS THAN 80 PSI. IF STATIC WATER PRESSURE IS OUTSIDE OF THE N 3. THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF ALL STATED RANGE, DO NOT PROCEED WITHOUT FIRST NOTIFYING THE IRRIGATION DESIGNER AND 4. DO NOT INSTALL MORE THAN TWO VALVES IN A JUMBO BOX. 3. THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN LANDSCAPE AREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE OWNER IN WRITING, AND OBTAINING SUBSEQUENT DIRECTION FOR CORRECTIONAL RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A z O IRRIGATION INSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF MEASURES. SHOULD THE IRRIGATION CONTRACTOR CHOOSE TO BEGIN THE INSTALLATION N. DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE O CONTROLLER, BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, WITHOUT SUCH NOTIFICATION, THE IRRIGATION CONTRACTOR WILL ASSUME THE THE IRRIGATION DETAILS. MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. _ AND RELATED EQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE RESPONSIBILITY FOR ALL COSTS INCURRED TO ENSURE THE SYSTEM IS WORKING PROPERLY. < O CONDITIONS. NO CHANGE ORDERS WILL BE AUTHORIZED IN SUCH CIRCUMSTANCES. 1. SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH GRADE. 4. CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 11" X 17" COLOR-CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THE a r , WrE 4. FOR CLARITY PURPOSES, SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN IN G. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY 2. DRIP LINES MOUNTED ON GRADE SHALL BE LOCATED BENEATH LANDSCAPE FABRIC, CONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE rnn v HARDSCAPE AREAS WITHOUT ACCESS SLEEVES; THESE LINES SHALL BE INSTALLED IN A LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO AND SECURED IN PLACE WITH WIRE STAPLES AT A MAXIMUM OF 48" ON CENTER. AREAS COVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE. V COMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELD THE START OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE N ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. DIFFERENCES, LOCATIONS OF WALLS, STRUCTURES AND UTILITIES. O. SPRAY, ROTOR, AND BUBBLER HEADS: 5. TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE LJ� r , INSTALLATION (IF APPLICABLE): � v PRODUCTS H. COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER 1. ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR W AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES. OTHERWISE CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER a. QUICK COUPLER KEYS (2) ^ A. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BE HEAD STAKING SHALL BE INSPECTED AND APPROVED BY THE OWNER'S b. CONTROLLER MANUAL (1) L.L 2 CONTROLLER KEYS c. THE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OF I. TRENCHING NEAR EXISTING TREES: REPRESENTATIVE BEFORE INSTALLATION. ( ) V J ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL d. A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A BE OF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OR 1. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE 2. ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF 12 INCH RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE APPROVED EQUAL. THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES AND SHALL EXERCISE ALL POSSIBLE FLEX PVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. DESIGNER FOR AN 'APPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR WITH WELD-ON #795 SOLVENT AND #P-70 PRIMER. ALL ROTORS SHALL BE CONNECTED CONTRACTOR/CONSULTANT DRAWING MARKUPS. THE CONTRACTOR MAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TO LATERAL LINES WITH PRE-MANUFACTURED SWING JOINTS. TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK V. REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL B. BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DIAMETER-AT-BREAST-HEIGHT (4.5'ABOVE THE AVERAGE GRADE AT THE TRUNK). 3. ALL ROTOR, SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH ACCEPTANCE AND START OF THE MAINTENANCE PERIOD. DRAWINGS. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION TO FINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE CONSTRUCTION DETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. 2. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO OF ANY BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, UNLESS OTHERWISE W. WARRANTY MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE SPECIFIED. C. PIPING CRZ. 1. THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR AND 4. ALL ROTOR, SPRRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE 1. PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT-OF-CONNECTION: 3. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. ADJUSTED FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, OF FINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR a. SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESS WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, WALLS, ETC. ANY SETTLEMENT OF THE IRRIGATION TRENCHES. b. CLASS 315 PVC FOR ALL PIPE 2" TO 2-1/2" TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF c. CLASS 200 PVC, GASKETED, FOR ALL PIPE 3"AND LARGER BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES P. AUTOMATIC CONTROLLER: 2. BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER WITHIN 24 HOURS. NON-OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY O 2. SLEEVING AND NON-PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): SCH 40 1. INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALL THE OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. Q = PVC 4. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER. REPLACEMENTS SHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND Q AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. 2. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TO AND SHALL BE INSTALLED AS ORIGINALLY SPECIFIED. Q CONTROLLERS AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH CONTROLLER. IT Q Q 3. FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE. J. BACKFILL SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL 3. IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR Z O z HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. THE OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY. w Q D. VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH VALVE F SHALL BEAR A PRE-MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBER 1. ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILL , z 0 3o 3 CORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. THE MATERIAL SHALL BE FREE FROM RUBBISH, ROCK LARGER THAN 1", LARGE STONES, . ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. Y. SHOULD THE PERMITTING JURISDICTION REQUIRE AN IRRIGATION AUDIT, THE IRRIGATION F BRUSH, SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY NO SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE CONTRACTOR SHALL RETAIN THE SERVICES OF A THIRD-PARTY CERTIFIED LANDSCAPE O U LU x¢ OPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PLANS. SPLICES MAY BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE IRRIGATION AUDITOR, AT NO ADDITIONAL COST TO THE OWNER. x DAMAGE PIPE DURING THE BACKFILLING OPERATIONS. SEPARATE OUT ROCKS LARGER CONTRACTOR SHALL MAKE ALL SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S LLI a E. QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS. THAN 1 INCH IN ANY DIRECTION FROM EXCAVATED MATERIAL, AND REMOVE FROM "DBY-DIRECT BURIAL SPLICE KIT". THE CONTRACTOR SHALL LABEL ALL WIRES WITH w ° AREAS TO RECEIVE LANDSCAPING. COVER FOR BOTH TOP AND SIDES OF PIPE SHALL BE a z A MINIMUM OF 2 INCHES OF ROCK-FREE SOIL, SAND, OR OTHER APPROVED MATERIAL. WATERPROOF TAGS AND MARKERS AT ALL SPLICES AND VALVE MANIFOLDS, AND SHALL � 3 w a F. VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKING q -� BOLT-DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAIN LEAVE A 24" COIL OF EXCESS WIRE AT EACH CONNECTION. o Q o THE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVE 2. IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS FOUND TO 4. PROVIDE#10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES. w ¢ U F STATION NUMBER HEAT-BRANDED INTO THE LID WITH 2" HIGH LETTERS. BE UNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND w °a PROPERLY AND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S G. FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE PLASTIC EXPENSE. THE CONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE 5. CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL a BACKFILL MATERIAL CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER SPLICE KIT" (UNLESS OTHERWISE SPECIFIED). SPRAY NOZZLE. EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED ON PLANS. APPROVED MATERIALS FREE OF DEBRIS. w H. INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON PLANS, WITH 6. PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OF z a INTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF K. BACKFLOW PREVENTER INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OF a w¢ EXISTING WATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE IRRIGATION CONTROLLERS. NO x THE TUBING ASSEMBLY. N w ¢ a OWNER, AND SHALL MAKE ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO O v °n z I. AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL-PROOF 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL z ACTUAL SITE CONDITIONS. BACKFLOW PREVENTER HEIGHT SHALL BE AS PER LOCAL CODES N Q w AND IRRIGATION DETAILS. INSTALL A BRASS BALL VALVE IMMEDIATELY UPSTREAM OF THE WIRE SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE 00 a F ENCLOSURE FOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE-VOLTAGE DISCONNECT x w w? SLEEVING NOTES. co w Q F-,o SWITCH WITH GROUND FAULT PROTECTION. BACKFLOW DEVICE TO SERVE AS AN ISOLATION VALVE. TO EVERY EXTENT POSSIBLE, INSTALL J Q a a BACKFLOW PREVENTER ION A LOCATION SCREENED FROM PUBLIC VIEW (SUCH AS BEHIND A Q Q. INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATION U L w u Q SHRUB ROW .J. WIRING: 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF#14 GAUGE, U.F. APPROVED FOR DIRECT ) U) a a z BURIAL, SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT WITH THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE w o w a THE RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATE RAINFALL COLOR STATION AND COMMON WIRE. a � o o WITHOUT OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THE IRRIGATION .1 STATION WIRE -ANY COLOR EXCEPT WHITE OR BLUE J J w z a CONTRACTOR MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THE OWNER. 2. COMMON WIRE -WHITE H NU � z F 3. EXTRA COMMON WIRES - BLUE Q coo co K. WIRE SPLICES: WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL co z U c�0 o z FIELD SPLICES SHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX. z Y w o x W z w 3 x¢ L. RAIN SENSOR: TYPE AND MODEL PER PLANS. U qW 0 0 U d ❑ � w3 o w z O F 6 - ua� WQ e �z �N LA- ti ox � � . M 7f o H o °'�..-"OD S CA��•''��• x N 3 a ••.....r..••• CAUTION: NOTICE TO CONTRACTOR 2/4/2025 wv N L C 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 Q w Q AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED SHEET w 14 w ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION Q¢ Q o CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE S D 3 5 Cw7w z V� Knowqw Z FKnow WhBt'S below. UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING a Q a H z Call before you dig. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON DFETAtWf$LE