Loading...
HomeMy WebLinkAboutB04-0252 Plans Landscape full sizeii yycc b - w- vv - T rz w W w E E E\A/ EW EW U-1 E W EW EW B 77= Too rn- Y\ T cc) B 4- B1 711- L • 6. FA \ BIB 4\ ""'RIM ELEV: 8173.0 IN, x --J Iy- DISCHARGE TO BUILDING MECHANICAL 0UXla4.W) WATER ELECTRIC, ENTR-'I' MAIN I.EvEl- 14 LEVEL 1 4B w 5TONE C, LIMIT OF` RE: AROH. 00N5TRU6` N L IN T) IX tx ; 2 0 0 x - 70) PLANTER 17)RAIN OONORETE RE: MEOHANICAL .............. .. 5TAIR5 t= 101* 1-1 F It E w F - 7 E3Hff 7 f- 7 5> 7,> L CITION NE . . . . . . �� �� � Y � � - A EX15TI c IAN PI 5Y OQN5TRUOTION 8 A -7 3.3 /5.3 k. 5.6 - 75 ,6 14 PH ERN -77, UN j5,, Ew EW E F. E Ev Ev Ew d 1 , EE---- -- EXISTIN& UTILITIES 2, WjEo VIL 01 81 A J, to T; — Reff 5 --- ------------ -- . ......... Ln Z O „ 00M 69.B N 0 TLE. x IMPROVEMENTS. s J i ALL B �ILDING ROQvF AM TOW (1$4-r7'j] L --------- t,�) STREETWAFE All, &-S L lb PER ri 1a:• IMPROVEMENTS f J 0 � MEADOP4 DRIVE 4 IM T O B U I D i N G M E C H M) ' r, L ANO, T a (lab RE: AROH , 10 i xT 5ro.6 k / "RAIN INLIET T*YOF--. ri At 4 y x tf "RE: ME0 6 Mrs" FLANTER�NAL "RY, 4 " 'J. • 7 OONORET U 6 11�k FAVER 5ANI��5`TC • A &ATE 15 r,> S. • EX15TIN6 5UILDIN(5 NC x e in s. n5 ,rw (111.59 x Z x I O�O — c i ; I FAVE A _ B 75- KBI ------------- ONE VENEER (a ')x W A -- 7 FAVER, E3ANI;) 1 81 70 7;= t NI./ I T 7"'. ! t 1 i — 14 �ev +69.9 - 1 TONE VtNEtR 9 t RA 5EI;� x --t /� - 75 9 e 6 ~Tl ZZ Va TUX115.0') t a R, a LANTER: AT POOL TY �f I N Al! oil lr 4 1 -1- 1 , i I `1�1 I R 4 IT' P, la, PLAN 1140' x 'ALL L Ito"i 16HTIN& T� im J - 115, x 17 4 0 -7' B i 2 TW (11L .0 • X rouxi f 5A T E X H t E30R t%mt P DR.AIN !INLET 7"rl! y T x (11109 + JV ice. a - 7 . lwt MECHAINIO��,L -- I - Sit STONE VENEER it A T I FOOL 5 FIA i �rj I 1 10 11 (: j A 'r � «.. - E S �u 8173 POOL ANV J, ARZH. LO B LEV. EW -6 SPA E +eW70.0 x x w. ONC . x 2� RET AVIERS A MR A .3 \B R4 TR Nl�)57 i t 9,3 pi. 170 NE: VENEER, -------- Y� L '77 tjJ 8169.2 POOL LA ��REaE55ED LI&HTIN6'�AT NG 0 0 7 PLANTER I N T�'r`. M r ' 61RA -E % v k"Tw(.111-v M E : MECHAN I AL 7`ONE VENEER MATOH AZ�JAC.-ENT L -7 L )RETAININ6; ileiAL 5FA EX15TIN& FAVEME a- Tw (41115, �2)i5TCNE VENEER 5TONE VENEER (4) - A �. I A -Ir JJ 600 1 Ail, lm#7 St TALE : I" = 20' --0 TERRAQAT� PLANNING & LANDSCAPE ARCHITECTURE 1660 WIN ST. DENVER, COLORADO 80218 Tel (303) 331-1717 Fax (303)331 -1815 I I NO. LL-1 C01 A 5MP/04 0 T <I SET 0 at2104 2516 CD SET E eA/04 ISSUE E IOA2104 CA:X7R NATION 15SLE Cs 11/ 15SUED FOF- NO. D ATE C01 A 5MP/04 DESIGN REVIEW SET D at2104 2516 CD SET E eA/04 ISSUE E IOA2104 CA:X7R NATION 15SLE Cs 11/ RIFOORV PEWIT SET H 12/13/04 RECORD PEWIT SET I 03/01/0 Cct*TR1IcTlcN Doc. L 04/05104 REA SEP PE 411T SET i t I KB T' PL AN LA)"OUT PLAN f=p10j1=r_ T, No. DATE 041590.00 9/1/2004 DRAUN BY CHECKED E5Y ma &F SqEET No. L=2 L!tLE-- i"= �io,— H 6EAL 0 DATE 0 c 5/6/04 (D CD 5/24/04 CONTRACTOR F;Ff C 1 6/30104, 100154 Dt SET 0 8/2104 2t CD SET '3/1/04 0 10/12104 COORDINATION 15$1Z m 11/15/04 RECORD PERMIT SET N 12I13/04 RECOSV FIEWIT SET 1 04/01105 CON$TRUCTION Dt.IC, L z z 00 0. 0 < < 70 C . x - -i un < 0= 01 D- 0 u� t I ' o 0 00 co Lj I- 0 M 0, -i < U) (1) < < (a) T Cc �< a c �- C) c N 0 pr) �o 00 Q) u.1 Lu W C LLI o — 0 �1 Lu 0 CY) 0 0 CY) r-- > 0 m Y X 0 < — CD — 0 > < LL 0) L0 (D CNI > 0 0 m x 0 0 (2) < c: L (a) C > - 5 4a 01: :2 1 H 6EAL ISSUED F-OR- 0 DATE 0 F 5/6/04 DESIGN REVIEW B 5/24/04 CONTRACTOR F;Ff C 1 6/30104, 100154 Dt SET 0 ISSUED F-OR- No. DATE COMMENT F 5/6/04 DESIGN REVIEW B 5/24/04 CONTRACTOR F;Ff C 1 6/30104, 100154 Dt SET 0 8/2104 2t CD SET '3/1/04 issus E 10/12104 COORDINATION 15$1Z G 11/15/04 RECORD PERMIT SET N 12I13/04 RECOSV FIEWIT SET 1 04/01105 CON$TRUCTION Dt.IC, L 04/05/ REVISED PEFMIT SET I Ke P LAM FLANTIN& PLAN PROJECT No. DATE 041590-00 9/1/2004 DRAWN ey CWECKED 5'' ma 1 6F SHEET No. 1-t = lo t = L3 ft ANNUAL5 AA .4 mss Il k, • E R ——V Z " EF 0 7 % A I � X �Hl 4 -J- i ET i fl- A Smul► � I -7� o fi TRENCH DRAIN RE: CIVIL M IM ELEV: 8173.0 & RAU DISCHARGE TO BUILDING MECHANICAL z WATMR 001 ELECTiRIC =NTR^T I-- -,t MAIN IEVEL 1.4 t LEVEL 14'� LIMIT OF • ul --------- - ON J CON5TRUOTI LINE TYF. LL-I . ...... .. .. ..... . A70) 0 ATR I UM RE: ARCH. . ............ 51HS ANNUALS T**rF. j! -7 7711 11,�- J � A !A g i 2.2&0 tt\�T ff R 0 A F) t U W NOTE: 7-i ALL BUILDING Ro`F AN` D� DING TO B IJ M E C H-,A--,NMC-Aj L is is i ro 0 Y-A w F' If 1 -JA— J STRUCTUR _ BELOW ; SPA Z-1- A7 5PA Loi I L M OOL m*1 L61M mot. 5!55N--/ ILM 'Cc 2560 A EW @ 4 0 N% X_j INS Q 1112� �r... :fin '" • � ���� »?►rfi #+„�;'Q'1' <� �' �,"�i=�+��` EX15TI PLANTER 2 5N ES ES E �23 1 1660 GILPIN ST. DENVER, COLORADO 218 Tel (303)831 -1717 Fax (303) 331-1815 w F - — Cf) No. DATE COMMENT rK 5/6/04 CD (D CD 0 U 0 N (D So i cy- "o 6/2/04 251 Ct:> SET Z NO 0') L L— 10/12/04 -- ------------------------ ----- ---- Ii 11 b 12/13/04 —ji 1 ANNUALS C-ON57RIJCTION 1:0C. L L-Li c) I A6 o fi TRENCH DRAIN RE: CIVIL M IM ELEV: 8173.0 & RAU DISCHARGE TO BUILDING MECHANICAL z WATMR 001 ELECTiRIC =NTR^T I-- -,t MAIN IEVEL 1.4 t LEVEL 14'� LIMIT OF • ul --------- - ON J CON5TRUOTI LINE TYF. LL-I . ...... .. .. ..... . A70) 0 ATR I UM RE: ARCH. . ............ 51HS ANNUALS T**rF. j! -7 7711 11,�- J � A !A g i 2.2&0 tt\�T ff R 0 A F) t U W NOTE: 7-i ALL BUILDING Ro`F AN` D� DING TO B IJ M E C H-,A--,NMC-Aj L is is i ro 0 Y-A w F' If 1 -JA— J STRUCTUR _ BELOW ; SPA Z-1- A7 5PA Loi I L M OOL m*1 L61M mot. 5!55N--/ ILM 'Cc 2560 A EW @ 4 0 N% X_j INS Q 1112� �r... :fin '" • � ���� »?►rfi #+„�;'Q'1' <� �' �,"�i=�+��` EX15TI PLANTER 2 5N ES ES E �23 1 1660 GILPIN ST. DENVER, COLORADO 218 Tel (303)831 -1717 Fax (303) 331-1815 w F - — Cf) No. DATE COMMENT rK 5/6/04 CD (D CD 0 U 0 N (D So i cy- "o 6/2/04 251 Ct:> SET Z NO 0') L L— 10/12/04 0 O Ii (J A 12/13/04 RECORD PER11T $ST 1 cy) L o C-ON57RIJCTION 1:0C. L L-Li c) 00 < < X CI- 0, n 5 o (J-) 0 00 Q0 co II 0 _j (o < — cf) j — C) r? < c (a) Q) < (1) a) < oc) 041 < c c ( ,C> 00 Lu U-1 W 0 0 n 00 Lij Lij 2 LLJ 'd L cy) u cy) f'— co cf) cy) Qo > c\j cr) 0 X 0 < > (D 0 t'— < Q O > LLJ 4� X C> G) 0 CD f �Y c� C < > CC () Lij -Q- < => SEAL ISSUED FOR No. DATE COMMENT A 5/6/04 DE$tGN REVIEW Es < 0 0 1:: 0 — 6 < C) 6/2/04 251 Ct:> SET L L— 10/12/04 C<%PfZVtKATI0N 16WE ISSUED FOR No. DATE COMMENT A 5/6/04 DE$tGN REVIEW Es 5/24/04 C4KTP.&/- IQFP 1:: 6/30/041 1"% DD SET Fo 6/2/04 251 Ct:> SET L L— 10/12/04 C<%PfZVtKATI0N 16WE G 11/15/04 RECORD PENS11T SET A 12/13/04 RECORD PER11T $ST 1 3/01/05 C-ON57RIJCTION 1:0C. L 04/05/OB REVISED PEWIT SET I KEY FLAN IFLANTINO FLAN PROJECT No. DATE 041590.00 9/1/2004 DRAWN 5Y CHECKED SY 5I4EE7 N L=4 5GAl..1w• Ito ,� �C�`i' ( { � I TI Q aR VNIN6 AND STAKtR& PER SfeCS 2 STAKES PER TREE 4" LAYER MAZR EX1`VNV 14� RINS SEYONO STAKES 12 MIN. I I � EVER6RE L NTS P-� C OO CQ PLANT MIX PER SPECS. COMPACTED BACKFILL OR UNDISTURBED 501L DEC,1PUOUS TREE FLANTIN6 DETAIL L - 5 1V 1. Horizontal and vertical base information provided by Alpine p Contractor shall verify existing cond it ions prior to Final inetallatlon. 2. The extent of oxisttrIa underciround utilities is not known. Contractor shall field-voriFy exisitnc) gi-cfdas, utilities and conditions, and notify the Landscape ,architect of any discrepancies before, starting work, prior to installation. making modifications as directed by Landscape Architect. Contractor will be required to complete the Nork of this project according to the ropo5ed dray�inQs, details and !�>pecificotion5. I conflicts arise in the ield, contact Landscapc Architect For resolution. Contractor shall take, responsibility For any costs Incurred due, to damage, of said utilities. These, drawings do not specify safety materials or epuipment, methods or sequencing to protect persons and property. It shall be the contractor's sole responsibility to direct and implement safety operations and procedures to protect the CNnor, Landscape Architect, subcontractors, the public, and others. 4. If conflicts arise between size of areas and plans, Contractor is to contact Landscape Architect for resolution. f to make such conflicts known to the Landscape Architect will result in Contractor's liability to relocate the materials. 5. 1�o not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or cirade differences exist that may not have been Known during design. Such conditions shall be immediately brouc3ht to the attention of the Landscape Architect. Th,.,-- Contractor shall assume, full responsibility for all necessary revisions due to failure, to give such notification. 6. Contractor shall be responsible For any coordination with subcontractors or other General Contractors as required to accomplish construction operations. - 7. The location of Features to be constructed not specifically dimensioned may be determined by scale. If conflicts arise in field contact the Landscape. Architect for resolution. 0. Dimensions and configurations of construction of exietin conditions are Lased on the best available information. The Contractor shall verifq all existing conditions prior to ordering, fabricating, otherNise, incurring costs, or�d/or completion of shop draNine revieN. Finished qrode5 shall provide for natural runoff of Nater without IoN spots or pockels. Set floN lines accurately and L ive a minimum 2% and maximum 50% gradient unless otherwise noted' Fos drains shall occur away from buildings and improvements. Notify the Landscape ArcRitoct of any discrepancies before, starting work, Ia. Hold finished grades (top of mulch) For shrubs and groundcover areas I" below top of adjacent pavements, curbs, headers unless otheryiise, noted on the drawings II. &radually round off tops and toes of slopes to produce, a smooth and natural appearing transition bctNt-,>en relatively level areas and slopes. 12. Rough grade, shall be reviewed and accepted by the Civil Engineer prior to soil preparation operations. 13. Refer to the Froj, Manual for technical specifications, details, and conditions governing this work. 14. All angles arc x`10 degrees unless noted otherwise. 15. Finished radar include 4" of topsoil in turf and seeded areas and e5" of topsoil in shrub beds. TNo feet minimum in planters. WIN 1w PLANT M!X PM SPECS. ------- - C OMPA CT *TED BACKFILL EN TREE FLANTIN& PE NOTE= INSTALL TOP OF ROOTBALL 2" ABOVE SURROUNDING F.G. 2 STRANDS OF 14 6A. 6ALV. STEEL V41RE. ATTACH TO NYLON STRAP 4 STAKE! PER SPECS PROTECTIVE PLASTIC CAP 6Vr►N6 ANV/0R STAKW6 PER SPECS. IW,,,LUvr- WY COVERS TfPZ STAKE. AOJT TREE STAKE 50 TOP 15 LEVEL K/ OR JUST E3ELOY4 FIRST BLANCHES. TREE NRAP PER SPECS 5' LAYER WL<,H,SEr= SPECS. 5" INATER RING COMPA07W 5ACKFILL OR. IJNVI5TUR5E SOIL � I Il �ii ��,I " ROOT5ALL NIPTH Ol 3 SHRU5 FLANTIN& DETAIL L- NfiS 5 I- �) ■ • LEC=-7END Proposed Aspen Proposed Ornomental Tree A5FEN SIZING 2 cal b$5 2.5 11 cal 5$5 Proposed Ori5tlecone Fine cal ) X Shrubs < X Proposed Spruce, 5hoded Steel Edging FerennloI5 FW •0 Concrete. Favors vi/ 5tone Bond Concrete Favors Proposed 2' Contour 1 10' Proposed 10' Contour Stone Veneer Noll TX *0 TO of Noll Elevation 5A 340 T5 345 B5 36.0 30. Concrete Povera ID TERRASAN PLANNING & LANDSCAPE ARCHITECTURE 1660 GILPIN ST. DENVER, COLORADO 80218 Tel (M) 331-1717 Fax (303) 331-1815 F Bottom of Ma El evation Top of Stair devotion Bottom of Stair Elevation Proposed Spot Elevation Existing 2' Contour Existing 10' Contour ME 124= NT5 5PL-IT FADE 0ARRAI6E STONE. RE- 5FE05 1/2" 5ANP 5EVr;IIN67 RIVER. ROCK, MORTAR IN PLACE GEOTeXTILE FABRIC RE: SPEC5 CONORET5 SLAB VARIES 5 - 4 RE I � � { � I � � � � � � f 5 RUC,TURAL NNF &X& 0 kx2.41 40 4 4' gATERPROOFIN6, MEMBRANE AND , �% r,�`/ � / f/ Ji � `, ` - ` ✓�% f if !f �' ''� � /�! f , / PROTECTION BOARS? �'�.j � / � ,�' ,�' f �� i ,' f��' RE: ARCH. PLANS � /`� r ,1'� ,,� ,/ / i ' /��I ! f `, � �/ FOR 5PL /' % �/' .'� /,� I i f r �' i f � ,�' � ,/ � � / ' 5U55TRUCTURE T* FACE OF STRUOTURZ, PPO\/Ir,>F- EXPANSION JOINT 2 1/2" THICH SAN175TONE PAVER ONC.PAVERS 6EOTEXTILE FABRIC RE- SPEC'S NO�� 171 7 5 0 o 41 (a 4 ON .n7 wr —2 L-6 =W GONGRETE UNI T FAVERS & *mi; -4 i E wism, -PLAN- 1/2" 1:?EPTH SANC> 5NONMELT 5"rSTEM NNF &x(b N2 Yi2A 'ETE 5ANP ���� A ND P AVE N IV TOOLED -JOINT TO 1/5 THI(: OF -SLAB, 5" Q.G. 1 *1 . Z 1 - 1 K"ETE IrN RE. 1vLAN5 OR RAr, MFR. r>TL. 3/L-6 FOR I*ORFIVO LW L14544T AVJAC,E-NT FA\ANI57 LI(94T5 TO BE LOCATED O.G. Or cow..RETE 13LOOK . IRINIS9 CONDUIT i lam-- LIGH1` NT5 111111i PLANNING & LANDSCAPE ARCHITECTURE 1660 GILPIN ST. DENVER, COLORADO 80218 Tel (303) 331-1717 Fax(303)331-1815 Rlvr-R ROCK, MORTAR IN PLACE. RE: PTL. 4/1-6 RAIMENT MFR. SAI550 LEr,> LIGHT RE- ELEO. CONCRETE Al 5NOWELT RE: r,>TL. 4/L KRINI55 CONPUIT V) 0 C) COMMENT 0 5/6/04 ry 00 < 0 N 0 T00% 00 SET P a/2/04 2t1% cp 61ST E e/1104 IsSiZ E CY) Ln 10JI2104 COOR�RAATIOK ISWE cz 11/19/04 RECORD PERMIT 6V 00 _12/13/04 < < x 0,'Vojl09 CoT*TR11r-TIcN DOc. 0 < 04/0r7/0! 01 n U 0 C/) D 0 00 1- 0 co < Lj cei CC) < C) < Q) C) (D < < CD 00 — < C ' c Z CN 0 ro co = C) 311 Lu c) 0 t LLr t 11 Lij 1") 00 — 1 Q) 4- V m c) co t �- U) C.0 (Y) (Y) 70 0 f- > u 0') i I C-0 m (Y) m LL- c: X 0 < (D > — — 0 0 < L0 > 11 4-1 X 0 Id N � c <11 1 Z Z w Q) 0 Q) D c 0 CJ < tip SEAL I LLI k- COMMENT 0 5/6/04 T e < 0 N 0 T00% 00 SET P a/2/04 2t1% cp 61ST E e/1104 IsSiZ E F 10JI2104 COOR�RAATIOK ISWE cz 11/19/04 15SUED FOR. DA� COMMENT A 5/6/04 PE6404 NE-VIEW e Bl/24/04 C10KTRACTOR WP C 6130104 T00% 00 SET P a/2/04 2t1% cp 61ST E e/1104 IsSiZ E F 10JI2104 COOR�RAATIOK ISWE cz 11/19/04 RECORD PERMIT 6V 14 _12/13/04 RECORD PERMIT -,eT I 0,'Vojl09 CoT*TR11r-TIcN DOc. L 04/0r7/0! fZEVJSED PERMIT SET KEY PLAN PROJECT No. Z) A T E 041590.00 9/1 /2004 DRAW 5y C14ECKED BY SHEET No. L m SCALE- NT5 R 14" 1PeAD-7r 0 #5 N05IN6 PITC•4 1/4" PM FT roc bv PAVERS A oii 5NOY COMP. 5Lek:F7RAr,>E PTL. SIL-6 Q, , A�-j RE. ARCH. PLANS FOR SPECIFIED #4 16" O.G. SUBSTRUCTURE Tyr, 0 0 0 0 11 0. I LI NTS -2 L-7 \X " N _XX , x X N W) 0�5g:, z 0 ott 0 g n t) r � '�. O tr(,J C c.,sffi LJffi lffi�� {, �ir �:?£�ffi �o�}O�D{�t1 f" F 1 .� O ' - ,. �.�«._...�� ! � � I 1 I CY � C-��ZAEVEL 0 CONCRETE RETAINI -tL RE: STRUO FILTER F •# .. � � . �. BLOCK SUFe�� .. PER 4 F. 77. TIE INTO RE: MEC FOOTIN6 RZE: Sm 5r,HEPUL STONE VENEER PLANTER AT C0"NCARCTE STEPS - NTS 1: PROVIDE 6AT1=5 KITH SELF CLOSING / SELF LATCHING DEVICE. 5ANI�STONE CAP NITH RrECE55EP LI&HTIN&, RE- ELECTRICAL " STONE VENEER 4 TO 6 STONE VENE PATIO OR POOL DECK ELEVATIO ri MATERIAL VARIES - 00LOREI:;> GONG. __ PAVERS OR SANI;)5TONE FAVrzR 5ANr,> RE PLANS COMPACTED BACKFILL PER SPECS PLANTER !;RAIN. RE: MECH. -RECESSED MALL LIGHT RE: ELEC. FOOTING 4 REINFORCIN6 RE; STRUCTURAL PqALL SCHEDULE STONE VENEER FLANTt"R 2: FRO\/Ir,E C-.,ATE5 KITH APPROVEV PAMC DEVICE FOR FIRE EXIT NHERE NOTED ON FLAN. 5- GC. NTRAOTOR TO SUBMIT SHOP DRANIN65 FOR APPROVAL. ha= LIGHT FIXTURE ELECTRIC z SANS I N CAP - PIMENSION, VARIES, PROVIVE I" OVERHAN6 EACH 510E TO PLANS CLEFT FACE - SNAPPED EPG T.O.N. ELE\ 5" 1 MULCH is STO TO 6 2' MIN, TOP SOIL VENEE PLANTER DRAIN RE: MECH ,, I i I il , 4___ 1! till 11 HIMM I u, zt, t' r NOTE: L.L. A EXF05EE;� YX LANTER NALL FA(fE5 SEE PLANS \,< �5REATER THAN (b" TO MATERIAL VARIES - 5E 5T ONE VENEEREZ7 SEE PLAN X X� - ,/ x IT "77 T dII T CONCRETE RETAININ i=1T % T 7, RE- STRUCTURAL LEI:*ER OR FOOT N6 4 REINFORCINCB R HE 5TRUCTUDULE RA L )NALL r 101 Oki a PLANNING & LANDSCAPE ARCHITECTURE 1660 GILPIN ST. DENVER, COLORADO 80218 Tel (303) 331-1717 Fax (303) 331-1815 REFER TO PLANS SANDSTONE CAP - DIMENSION FOR T.O.K ELEV. VARIE5, FROVM E I" OVERHANG EACH SIDE CLEFT FACE - SNAPPEV EPEE \/ARIF SEE PLA' STAIR LANDING SEE PLAN 11 L_J ONE VENEER FLANTEIN L NT5 I , /I L-2"— F & mi " 1 1- 7 2' MIN. TOP SOIL OOMPACTEI� SUBG < 0 N 0 75 * B VEOIGN REVIEW Q > 0 01 0 CD CZNTRACTOR RFP co 6/3.0/04 100% DD eET v 612104 25% 00 SET E WVO4 I$SUE e IOA2104 coof�JRATICN 16SUE U) IIA5104 RECORD PE! MIT $ET co _0 12A3104 < < c - >11 'o 03/oV06 C4N$TFa3cT1 < 04/05/ 0_= fRSV76EL7 PSWIT 5-r-T C) of 0 00 < L M M Q LLJ 0 1 < U) U) qj) < 4a) af < < 0 c o < C) am CN (5 --40 C w L5 ,- o X 00— LLJ � Lij L 4 Li >_ fil � tff 0 00 0 > U IN LL_ c X 0 < 0 > — — 0 0 < C) 11) (,o c 0) — x iE M LLJ co Q) __ C Lu > 0 U) c4zAL < 0 N 0 75 * B VEOIGN REVIEW Q > ___j 155UF-o FOR. Nlo OATE COMMENT * B VEOIGN REVIEW * EV24/04 CZNTRACTOR RFP C 6/3.0/04 100% DD eET v 612104 25% 00 SET E WVO4 I$SUE e IOA2104 coof�JRATICN 16SUE Cx IIA5104 RECORD PE! MIT $ET 12A3104 RECORD PER SET 03/oV06 C4N$TFa3cT1 L 04/05/ 0_= fRSV76EL7 PSWIT 5-r-T II KE' PLAN IM , _.. ­ w �,1 i ' POLY SUPPLY HEADER 7- 77 1 100 P61 NSF POLYETHYLENE LATERAL Plf='ING - DRIPPERLINE SUPPLY WITHIN 15LANIZ,> ONLY I DRIf=FERlLINE IRRIGATION, RE. DTL6. (INSTALL TUBING s 24' O.C, ISLAND LOCATION ONLY) RAIN 51RL.) LD-06-18 TU51NC EXTEND TWO $PARE CONTROL UJI-RE-E WITI-4 COMMON FROM A4 CONTROLLER 'A' TO INDICATED LOCATION. STUB WIRES IN VALVE BOX CONITAININGs OUICK COUPLING VALVE. 1'2 lV2 1w JV2 COORDINATE INSTALLATION OF 5LE-EVING WITH INSTALLATION OF SNOW MELT!&Y6TEM 24' MIN. DEPTH OF COVER OVER SLEEVES. A2 Al A3 22 1 25 ll�,' DRIPPERLINE IRRIGATION SYSTEM POINT OF CONNECTION EXISTS WITHIN EXISTING ISLAND - CONTRACTOR SHALL LOCATE AND TIE ONTO EXteMNG I' POLY (TO RE MAIN) SUPPLY PIPING SERVING EXISTING ORIPPSRL)Nlg' IRRIGATION SYSTEM WITHIN ISLAND BED AREA. EXTENC..>.'NEW I* POLY SUPPLY PIPING AS SHOWN TO NEW SUPPL*,44I= LOCATION WITHIN NEW PORT 10N OF ISLAND. IV POL Y SHALL BE INSTALLED BETWEEN SOIL ACID MULCH LAYER WITHIN EX16TINC, ISLAND TO MINIMIZE DAMAGE TO EX15TING -' ZIGATION. SAME I' POLY L4rERAL-PIFING SHALL-Btl- AT 12' DEPTH WITIN NEW PORTION >4 ISLAND. COORDINATE IRRIGATION WORK WITHIN ISLAND WITH T.O.V. MAINTENANCE PERSONNEL PRIOR TO START OF WORK WITHIN ISLAND. F7 I N0olPY/Ar>XsT FXt$TW, IMGATION TO A=CMll0rlATrzj l'-20'-O" n No. DATE COMMEN A 5/6/04 l>E6r:pN REVIEW 5 8/24/0• C-ONTPACTOR Ffp C 660/04 IW% 00 SET rl> $/2/04 25% CO SET E 9A104 ISWE E F 1002104 COORDINATION 16$UE 6 11/15/04 - 7 12/13/04 RF-C PERMIT SET 3/01/05 C0KSTf2UCTfCN DCC L 4/05/05 V 7 -- i ' POLY SUPPLY HEADER 7- 77 1 100 P61 NSF POLYETHYLENE LATERAL Plf='ING - DRIPPERLINE SUPPLY WITHIN 15LANIZ,> ONLY I DRIf=FERlLINE IRRIGATION, RE. DTL6. (INSTALL TUBING s 24' O.C, ISLAND LOCATION ONLY) RAIN 51RL.) LD-06-18 TU51NC EXTEND TWO $PARE CONTROL UJI-RE-E WITI-4 COMMON FROM A4 CONTROLLER 'A' TO INDICATED LOCATION. STUB WIRES IN VALVE BOX CONITAININGs OUICK COUPLING VALVE. 1'2 lV2 1w JV2 COORDINATE INSTALLATION OF 5LE-EVING WITH INSTALLATION OF SNOW MELT!&Y6TEM 24' MIN. DEPTH OF COVER OVER SLEEVES. A2 Al A3 22 1 25 ll�,' DRIPPERLINE IRRIGATION SYSTEM POINT OF CONNECTION EXISTS WITHIN EXISTING ISLAND - CONTRACTOR SHALL LOCATE AND TIE ONTO EXteMNG I' POLY (TO RE MAIN) SUPPLY PIPING SERVING EXISTING ORIPPSRL)Nlg' IRRIGATION SYSTEM WITHIN ISLAND BED AREA. EXTENC..>.'NEW I* POLY SUPPLY PIPING AS SHOWN TO NEW SUPPL*,44I= LOCATION WITHIN NEW PORT 10N OF ISLAND. IV POL Y SHALL BE INSTALLED BETWEEN SOIL ACID MULCH LAYER WITHIN EX16TINC, ISLAND TO MINIMIZE DAMAGE TO EX15TING -' ZIGATION. SAME I' POLY L4rERAL-PIFING SHALL-Btl- AT 12' DEPTH WITIN NEW PORTION >4 ISLAND. COORDINATE IRRIGATION WORK WITHIN ISLAND WITH T.O.V. MAINTENANCE PERSONNEL PRIOR TO START OF WORK WITHIN ISLAND. F7 I N0olPY/Ar>XsT FXt$TW, IMGATION TO A=CMll0rlATrzj l'-20'-O" n No. DATE COMMEN A 5/6/04 l>E6r:pN REVIEW 5 8/24/0• C-ONTPACTOR Ffp C 660/04 IW% 00 SET rl> $/2/04 25% CO SET E 9A104 ISWE E F 1002104 COORDINATION 16$UE 6 11/15/04 RECORV PERMIT $ET 12/13/04 RF-C PERMIT SET 3/01/05 C0KSTf2UCTfCN DCC L 4/05/05 REVISEV> PERMIT SET KEY PLAN is IRRIGATION DETAILS PROJECT No, D ATE 041590.00 03/01/05 NO. DATE C©?'7f'°'tENT A 8/6/04 DEsr-IN REVIEW s 5/14/04 CONTRACTOR RFF C (/30/0+4 S { 8/2/04 25% CD sET E v/04 IS C > COOROWATiON 1SWE i G 31 /19104 RECORD PENrIfT SET w 12/13/04 I FOR: t�. 3/01/09 CONSTRJGTION DOC L 4/05/08 ii NO. DATE C©?'7f'°'tENT A 8/6/04 DEsr-IN REVIEW s 5/14/04 CONTRACTOR RFF C (/30/0+4 100`.5 DD SET D 8/2/04 25% CD sET E v/04 lssUE E w. C > COOROWATiON 1SWE i G 31 /19104 RECORD PENrIfT SET w 12/13/04 I FOR: I NO. DATE C©?'7f'°'tENT A 8/6/04 DEsr-IN REVIEW s 5/14/04 CONTRACTOR RFF C (/30/0+4 100`.5 DD SET D 8/2/04 25% CD sET E v/04 lssUE E w. F 10/12/04 COOROWATiON 1SWE i G 31 /19104 RECORD PENrIfT SET w 12/13/04 RECORD F'ERtiiT sET I 3/01/09 CONSTRJGTION DOC L 4/05/08 RI =vISED PEWI SE T KEY PLAN :t s IRRIGATION PLAN PROJECT No. DATE 041590.00 03/01/05 J , 3Psi -60 DEGREE BOTTOM OF CAP AT GRADE CURB 4 GUTT SIDEWALK OR HARD SURFAC WHERE APPLICABLE P -UP SPRAY HEAT? M1PxFIP SCH, 40 PVC ELL PVC MIPTx5ARS SWING PIPE FITTING DIA. POLYETHYLENE SWING PIPE - s' *TH PVC MIPTxBAR5 SWING PIPE FITTING _YETHYLENE LATERAL PIPING Wl LINE DIA. INSERT x 1 /2' FIPT 'ING AND CLAMPS rE: SET HEAD PERPENDICULAR FINISH GRADE 'LY TEFLON TAPE TO MALE PVC FADED FITTINGS - ASSEMBLED SWING JOINTS AS 1MANUFACTURERED RAIN 51RD AND HUNTER ARE ACCEPTABLE UBLE CLAMP 1 4 2' INSERT FITTINGS f POLY LATERAL RECTANGULAR VALVE BOX. WATERPROOF WIRES SPLICE (TWO REOT ) A ik NOTE: INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. CONTAIN ENTIRE 3 4' AGRIFEM Y5V -15 FILTER WITH 150 MESH SCREEN A55EMBLY U.11THIN BOX. NO VALVE~ BOX EXTENSIONS RECTANGULAR VALVE BOX - BRAND LID WITH ACCEPTED. VALVE BOX TO BE � CONTROLLER AND STATION NUMBER - REFER FLUSH WITH FINISH GRADE, TO TECHNICAL SPECIFICATION$. WILKENS "600 - 3 /4' PRESSURE REGULATING VALVE A /4' CRUSHED GRAVEL SUMP - 2 CU, FT, PVC UNION - 34 4' Will 1. ANk f>N F SET BOTTOM OF CAP AT GRADE CURES AND GUTTER, SIDEWALK OF- HARD SURFACE WHERE APPLICABLE 12' HI -POP SPRAY DEAD 1 /2' MALExaARS 1 EL130W 1 / 2 ' FLEX PIPE (6' -12' LENGTH) 1 /2' MALExE3ARB ADAPTER POLY LATERAL PIPING W/ IN5ERTxr2' FIPT FITTING NOTE: SET HEAD PERPENDICULAR TO FINISH GRADE APPLY TEFLON TAPE TO ALL MALE PVC THREADED FITTINGS DOUBLE CLAMP 1 A 2' DIAMETER FITTINGS SIDE INLET IS NOT TO BE UTILIZED FOR SWING JOINT CONNECTION 1011m doN if' 1 i c 10' ROUND VALVE BOX BRAND 'GV' ON LID OF VALVE BOX, REFER TO TECHNICAL SPECIFICATIONS, FINISH CI RADC GATE VALVE W/ CROSS HANDLE AND SOLID WEDGE DISC 3/4' CRUSHED GRAVEL SUMP - FILL BOX TO WITHIN 2' OF TOP OF (v' PVC ACCESS SLEEVE" 6' CLASS 16OPVC SLEEVE BOTTOM TO BE NOTCHED AND CONTACT TOP OF PRESSURE MAINLINE PVC PRESSURE MAINLINE SCH. 40 PVC MALE ADAPTER (2) - 51ZE TO EQUAL GATE VALVE DIAMETER UND1$TURBED SOIL PLANTING BACKFILL MATERIAL Y POLY DRIP TUBING 10' MIN' PLANT ROOTBALL EMITTER - STAKE TO EDGE OF ROOT15ALL EMITTER TUBING - 60' MAXIMUM L ENGTH DOWN PLAN 4=1( +) -SLOPE PLANT MATERIAL EMITTER - REFER TO SCHEDULE FOR EMITTER QUANTITY. REFER TO SPECIFICATIONS FOR MANUFACTURER AND MODEL NUMBER MULCH LAYER EMITTER MICRO- TUBING fill Ill _ r, 12' �lll Ill �llll�` )LY DRIP TUBING - RE; TECHNICAL ECIFICATION5 10 GAUGE JUTE STAKE SECTION OR APPROVED EQUAL 10' ROUND VALVE BOX BRAND 'QC' INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. FINISH GRADE � , 1 3/4' CRUSHED GRAVEL SUMP - FILL BOX TO WITHIN 2' OF BOTTOM OF QCV LID QUICK COUPLING VALVE i' BRASS NIPPLE — LENGTH AS REQUIRED 1 /2'X(2' REBAR STABILIZING STAKE TYPICAL TWO SIDES PER QUICK COUPLING VALVE LOCATION: LASCO ASI B -212 UNITIZED SWING JOINT Wl BRASS INSERT STABILIZER EL5OW. PROVIDE WITH I' MIPT INLET PRESSURE MAINLINExi' PVC SERVICE TEE - SOLVENT WELD OR GASKETED FITTING - REFER TO SPECIFICATIONS APPLY TEFLON TAPE TO ALL THREADED NIPPLES 1111�� 111. 1111 -1 ��SOIL BLANKET COVERING SUMP �— -- 3/4'x4' PVC NIPPLE SCH. W 3 /4' CRUSHED GRAVEL SUMP s SEE* TECHNICAL SPECIFICATION$ FOR SUMP SIZE --° - PVC PRESSURE MAINLINE APPLY TEFLON TAPE TO ALL MALE THREADED PVC FITTINGS AND ALL NIPPLES PLANT SIZE EMITTER FLOW RATE DRIP TUBING ADAPTER 0 a q5 1 GALLON MATERIAL 0,5 GPH ONE EACH O,00 ° DRIP TUBINGIPIPING 0.5 GPH O � TWO EACH 1 CALIPER TREE 1,0 GPH PVC BALL VALVE - I' FOUR EACH a 4 1/1 1.0 GPH O � SIX EACH I' CxM Wd ELBOW - CUT COPPER RISER 1,0 GPH - (BELOW) TO PROPER HEIGHT � p°a �. IZ GPH EIGHT EACH TEN EACH HUNTER ECV SERIES - I' CONTROL VALVE. I,o GPH NINE EACH ELEVEN EACH 4' CALIPER TREE WILKENS "600 - 3 /4' PRESSURE REGULATING VALVE A /4' CRUSHED GRAVEL SUMP - 2 CU, FT, PVC UNION - 34 4' Will 1. ANk f>N F SET BOTTOM OF CAP AT GRADE CURES AND GUTTER, SIDEWALK OF- HARD SURFACE WHERE APPLICABLE 12' HI -POP SPRAY DEAD 1 /2' MALExaARS 1 EL130W 1 / 2 ' FLEX PIPE (6' -12' LENGTH) 1 /2' MALExE3ARB ADAPTER POLY LATERAL PIPING W/ IN5ERTxr2' FIPT FITTING NOTE: SET HEAD PERPENDICULAR TO FINISH GRADE APPLY TEFLON TAPE TO ALL MALE PVC THREADED FITTINGS DOUBLE CLAMP 1 A 2' DIAMETER FITTINGS SIDE INLET IS NOT TO BE UTILIZED FOR SWING JOINT CONNECTION 1011m doN if' 1 i c 10' ROUND VALVE BOX BRAND 'GV' ON LID OF VALVE BOX, REFER TO TECHNICAL SPECIFICATIONS, FINISH CI RADC GATE VALVE W/ CROSS HANDLE AND SOLID WEDGE DISC 3/4' CRUSHED GRAVEL SUMP - FILL BOX TO WITHIN 2' OF TOP OF (v' PVC ACCESS SLEEVE" 6' CLASS 16OPVC SLEEVE BOTTOM TO BE NOTCHED AND CONTACT TOP OF PRESSURE MAINLINE PVC PRESSURE MAINLINE SCH. 40 PVC MALE ADAPTER (2) - 51ZE TO EQUAL GATE VALVE DIAMETER UND1$TURBED SOIL PLANTING BACKFILL MATERIAL Y POLY DRIP TUBING 10' MIN' PLANT ROOTBALL EMITTER - STAKE TO EDGE OF ROOT15ALL EMITTER TUBING - 60' MAXIMUM L ENGTH DOWN PLAN 4=1( +) -SLOPE PLANT MATERIAL EMITTER - REFER TO SCHEDULE FOR EMITTER QUANTITY. REFER TO SPECIFICATIONS FOR MANUFACTURER AND MODEL NUMBER MULCH LAYER EMITTER MICRO- TUBING fill Ill _ r, 12' �lll Ill �llll�` )LY DRIP TUBING - RE; TECHNICAL ECIFICATION5 10 GAUGE JUTE STAKE SECTION OR APPROVED EQUAL 10' ROUND VALVE BOX BRAND 'QC' INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. FINISH GRADE � , 1 3/4' CRUSHED GRAVEL SUMP - FILL BOX TO WITHIN 2' OF BOTTOM OF QCV LID QUICK COUPLING VALVE i' BRASS NIPPLE — LENGTH AS REQUIRED 1 /2'X(2' REBAR STABILIZING STAKE TYPICAL TWO SIDES PER QUICK COUPLING VALVE LOCATION: LASCO ASI B -212 UNITIZED SWING JOINT Wl BRASS INSERT STABILIZER EL5OW. PROVIDE WITH I' MIPT INLET PRESSURE MAINLINExi' PVC SERVICE TEE - SOLVENT WELD OR GASKETED FITTING - REFER TO SPECIFICATIONS APPLY TEFLON TAPE TO ALL THREADED NIPPLES 1111�� 111. 1111 -1 ��SOIL BLANKET COVERING SUMP �— -- 3/4'x4' PVC NIPPLE SCH. W 3 /4' CRUSHED GRAVEL SUMP s SEE* TECHNICAL SPECIFICATION$ FOR SUMP SIZE --° - PVC PRESSURE MAINLINE APPLY TEFLON TAPE TO ALL MALE THREADED PVC FITTINGS AND ALL NIPPLES PLANT SIZE EMITTER FLOW RATE EMITTER QTY, AT MULCHED BED L!29 EMITTER QTY. AT NATIVE S EED LOCATIONS 1 GALLON MATERIAL 0,5 GPH ONE EACH ONE EACH 5 GALLON MATERIAL 0.5 GPH TWO EACH TWO EACH 1 CALIPER TREE 1,0 GPH THREE EACH FOUR EACH 2' CALIPER TREE 1.0 GPH FOUR EACH SIX EACH 2 CALIPER TREE 1,0 GPH SIX EACH EIGHT EACH 3' CALIPER TREE IZ GPH EIGHT EACH TEN EACH 3 CALIPER TREE I,o GPH NINE EACH ELEVEN EACH 4' CALIPER TREE 10 GPH TEN EACH TWELVE EACH ro FT, CONIFEROUS TREE 1.10 GPH FOUR EACH SIX EACH 8 FT. CONIFEROUS TREE 1.0 GFH SIX EACH NINE EACH 10 FT, CONIFEROUS TREE 1.0 GPH EIGHT EACH 1 TWELVE EACH 12 FT, CONIFEROUS TREE 1.0 GPH TEN EACH FOURTEEN EACH NOTES: INSTALL EMITTERS ON OPPOSING SIDES OF ROOT BALL. THREE OR MORE EMITTERS SHALL BE EQUALLY SPACED AROUND ROOT BALL, EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF I' AND A MAXIMUM OF 2'. FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO- TUBING PRIOR TO EMITTER INSTALLATION. IF PLANTING ON A 4:1 SLOPE OR 5TEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDE OF ROOT BAL EMITTERS SHALL BE SELF- FLUSHING, PRESSURE COMPENSATING -TYPE UNLE55 NOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS. ac 10' ROUND VALVE BOX - BRAND THE LETTER 'D' IN LID- REFER TO TECHNICAL SPECIFICATIONS 2' VALVE MARKER 3/4' CRUSHED GRAVEL SUMP I CU. FT. r�•* Mvt 1 s FINISH GRADE '111 llll 3 , n 1 1 1 1 =I 1 1 1 1 l 2' CLI&O PVC ACCESS SLEE 11 = LENGTH AS REQUIRED 314' FxF SCH.60 PVC SO ELL (2) 3 /4'XCL PVC NIPPLE $CH. $0 (2) 314'x6' SCH. W GALVANIZED STEEL NIPPLE 3/4' BRASS GLOBE VALVE / -3/4' MxF SCH.40 PVC SO ELL t� o �./ o 0 SERVICE TEE - SOLVENT WELD sa's OR GASKETED FITTING - REFER 10 SPECIFICATIONS CONTROL WERE BUNDLE NOTE: DIAMETERS OF BALI. VALVES, PVC FITTINGS AND NIPPLES SHALL EQUAL ELECTRIC CONTROL VALVE DIAMETER VALVE BOXES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO ADJACENT SIDEWALKS AND HARD SURFACES WHERE APPLICABLE APPLY TEFLON TAPE TO ALL MALE THREADED FITTINGS AND THREADED NIPPLES NOTE: REAPER TO TECHNICAL SPECIFICATIONS FOR MINIMUM TRENCH UJIDTHS. - -- 10' ROUND'? VALVE BOX - BRAND 'DB' INTO VALVE BOX LID. REFER TO TECHNICAL. SPECIFICATIONS. FINI GRAD 3 4' FIPT SCH. 40 PVC CAP WITH 3 /4' PVC INSxMIPT ADAPTER AND 5.S CLAMP — 3 j4' DRIP TUBING - CO SUFFICIENT 0 ° Za o.. LENGCH IN BOX TO EXTEND HOSE -oo f 3 ADAPTER OUTSIDE OF VALVE BOX. a o 0 ° 9 4 3 / 4 ' CRUSHED GRAVEL SUMP (1 CU. FT.) Q HydroSys#ems-01, Inc # rri c � 3010 U)M 8N/d Sate 405 Lakewood Cclaaco 80228 3W-930 -53327 (fax) 303 - 980-5'384 No. DATE COMMENT ,A 5/6/04 DESIGN REVIEW es 5/24/04 004TRAC.TOR RFP C &x/30104 100% DD $ET D S /21 0 4 Z _D SE E e/1/ 116%E E P 20/121474 � CUORS71Nd, ISSUE G 11MVO4 RECORD P> RMMT SET w 12/13104 PERMIT SET 1 3/01/05 CONSTRUCTION DOC L. 4 /0S /os REVISED PERM1 T $ T KEY PLAN IRRIGATION DI~`I'AILS PROJECT No. DATE 041590.00 03/01/05 DRAWN BY CHECKED BY DCZ DMD SHEET No. 1.3 SCALE: PLAN VIEW DRIPPERLINE LAY-OUT TOP OF MULCH LAYER --- Tockxline I80 2-WAY TEE FINISH (aRADE/TURF GRA55 -- WEED BARRIER FABRIC (WHERE APPLICABLE) Tecl•dtns Ti 15" INTERVAL W/ , SALV. STA S BED FIN. CSR. 3/4' SCH 80 PVC NIPPLE INSERT TEE (6x$xT) I' POLY SUPPLY OR EXHAUST HEADER . .INE FLUSHING VALVE ;LUMBED TO PVC AREA PERIMETER rechifne LATERAL 1'UBING- Techline START SONNECTION "TALE ADAPTER EXHAUST HEADER 0' POLY) techline TEE I' POLY SUPPLY HEADER �► - -, r 12` M W A trJ DRIPPERLINE SHALL BE WATER TESTED IN PRESENCE OF OWNER AND IRRIGATION CONSULTANT PRIOR TO PLACEMENT OF WEED BARRIER FABRIC AND /OR MULCH MATERIAL INSTALL TUBING WITH EMITTERS IN TRIANGULATED PATTERN BETWEEN ROWS OF TUB €NG SUPPLY HEADER POLY TUBING POLY PII=ING 4 INSERT FITTINGS EMISSION POINT START t.:ONNECTION EXHAUST HEADER LIME FLUSHING VALVE W/ GRAVEL SUMP r 1 TOP OF MULCH MATERIAL WEED BARRIER FABRIC (WHERE APPLICABLE) .UIRE PIN -0 36' O.C. TYP. 6' (TYP.) DRIPPERLINE LATERAL SPACING 3i.€B GRADE NOTES: FINISH GRADE I. SEE PLANS 4 LEGEND FOR ALL .DIMENSIONS COMPACTED AND Techline LATERAL SUBGRADE SPACING Techline TUBING POLY HEADER Techltne TEE (TYP.) Techiine START CONNECTION (TYP.) RE: DTL. I 10"OMETRIC VIEW GOMPRE66ION•TYPE OR INSERT TEE (W/ CLAMPS) DEFLECT TUBING TO PERMIT ENTRY THROUGH THROUGH BOTTOM OF VALVE BOX. DRIPP""ERLINE FLUSH-OUT AND OPERATIONAL INDICATOR f irrig Sch e f I SYMSO 4' POP -UP SPRAY HEAD WITH CLOSED � DESCRIPTI NOZZLE AND SWING PIPE GQGO (ZONE OPERATIONAL INDICATOR) S 10' ROUND VALVE BOX - BRAND POP -UP SPRAY HEAD I 'DS' INTO VALVE BOX LID. REFER RAIN BIRD Q TO TECHNICAL SPECIFICATIONS. HI -POP SPRAY HEAD PIE ttii FINISH GRADE RAIN DIRD 1812 SAM PRS W/ CST/EST /55T NC ZZ. HI -POP SPRAY HEAD 3 /4' PVC BALL VALVE RAIN BIRD H WITH 3 14' PVC INSxMIPT ADAPTER QUICK, COUPLING VALVE 4 AND $.S CLAMP HUNTER L 3 /4' DRIP TU51NG - COIL SUFFICIENT 0 0 LENGTH IN BOX TO EXTEND HOSE �® o ADAPTER OUTSIDE OF VALVE BOX. °° ° O ICY SERIES o - 3 /4' CRUSHED GRAVEL SUMP N CU. FT.) c O HUNTER GOMPRE66ION•TYPE OR INSERT TEE (W/ CLAMPS) DEFLECT TUBING TO PERMIT ENTRY THROUGH THROUGH BOTTOM OF VALVE BOX. DRIPP""ERLINE FLUSH-OUT AND OPERATIONAL INDICATOR f irrig Sch e f I SYMSO MANUFACTURER TURER MODEL NO. �J � DESCRIPTI DETAIL NO. GQGO RAIN BIRD S I806 SAM PR5 W/NOZZ. POP -UP SPRAY HEAD I 10 1@* RAIN BIRD Q 1812 SAM PRS W/NOZZ. HI -POP SPRAY HEAD 2 iI INC, RAIN DIRD 1812 SAM PRS W/ CST/EST /55T NC ZZ. HI -POP SPRAY HEAD 2 ♦ RAIN BIRD H 44 L RC QUICK, COUPLING VALVE 4 { HUNTER L ICV W1 SVC -100 BAT T RY- OPERATED, PROGRAMMABLE VALVE 5 HUNTER ICY SERIES ELECTRIC CONTROL VALVE 4 HUNTER ICC -M SERIES ELECTRIC CONTROLLER i8 LINE SIZE GATE VALVE 6 1 HUNTER It DRIP VALVE ASSEMBLY s HUNTER Is BATTERY DRIP VALVE ASSE SLY IZ ~••^'^'• CHECKED BY DMD 1 -4 80 PSI NSF _ 3 /4' POLY .DRIP TUBING 10 «•.......m..� OCHEDULE 40 541-VENT WELE> PVC MAINLINE 1 4 & W PSI NSF - I' MIN. DIA. POLYETHYLENE LATERAL. 8 CLASS 200 PVC SLEEVING VOR 1/200 P51 HDPE POLYETHYLENE MAINLINE 1 RAIN BIRD LD -09 -I8 POLY DRIPPERLINE €2, t3, I4, 15, 16 4 11 a LINE SIZE DRIP LINE �3LOW -OUT STUDS IE ---- CONTROLLER k STATION NO. CONTROL VALVE SIZE - -- - --- - - - -- C N 1. ALL BASE INFORMATION HAS BEEN TAKEN FROM DRAWINGS PREPARED BY TERRA$AN 2. REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. 3. CONTRACTOR SHALL FIELD VERIFY PRESSURE AT BACKFLOW PREVENTER LOCATION FOR EACH TAP PRIOR TO ORDERING -.. MATERIALS OR STARTING ANY IRRIGATION INSTALLATION AND NOTIFY CONSULTANT OF ANY DIFFERENCES FROM STATED PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSULTANT HE ASSUME$ FULL RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS. EACH SYSTEM HAS BEEN DESIGNED FOR A STATIC PRESSURE OF XXX PSI. TAP LOCATIONtNUMBER REQUIRED PRESSURE: I xx P$I 4, CONTRACTOR SHALL COORDINATE INSTALLATION OF SLEEVING WITH INSTALLATION OF CONCRETE FLATWORIG AND PAVING. ALL SLEEPING IS BY CONTRACTOR UNLESS OTHERWISE NOTED. INSTALL SLEEVING BASED ON SLEEVE SIZING GUIDE BELOW: PIPE SIZE OR WIRE QUANTITY REQUIRED SLEEV 3 /4' - 1 PIPING 1 -2' PVC SLEEVE P/2' - 2' PIPING 1 -4' PVC SLEEVE 2 - 3' PIPING I -6' PVC SLEEVE 1 -25 CONTROL WIRES 1 -2' PVC SLEEVE 24c -'15 CONTROL WIRES 1 -3' PVC SLEEVE NOTE: EACH LENGTH OF SLEEVED PIPE SHOWN SHALL BE ROUTED THROUGH SEPARATE SLEEVE. E. CONTRACTOR TO INSTALL PLASTIC 15 SERIES NOZZLES ON ALL POP -UP SPRAY HEADS SPACED GREATER THAN 12 FEET. INSTALL PLASTIC 12 SERIES NOZZLES ON ALL POP -UP SPRAY HEADS SPACED 10 -12 FEET. INSTALL PLASTIC 10 SERIES NOZZLES ON ALL POP -UP $PRAY HEADS SPACED $ - 10 FEET. INSTALL 8 SER IES NOZZLES ON POP -UP SPRA HEADS $PACED a FEET AND LESS. REFER TO PLANTINI PLAN FOR EXACT TREE LOCATIONS AND QUANTITIES, TREES SHOWN ON IRRIGATION PLANS ARE APPROXIMATE. CONTRACTOR SHALL REPAIR OF REPLACE ANY EXISTING !RRiGATION EQUIPMENT, TURF, PLANT MATERIAL OR SITE FEATURES DAMAGED DURING NEW INSTALLATION. REPLACEMENT OR REPAIR OF DAMAGED EQUIPMENT OR MATERIAL SHALL BE DETERMINED BY THE OWNER AND THE CONSULTANT. g, CUT It COPPER IRRIGATION $TUB -OUT WITHIN PLANTER TO PROPER LENGTH. INSTALL VALVE PER DETAIL. VALVE BOX SHALL BE INSTALLED FLUSH WIT14 TOP OF MULCH INSTALLED WITHIN BED. INSTALL QUICK COUPLING VALVE WITHIN PLANTERS ONLY AT LOCATIONS INDICATED ON IRRIGATION PLAN. BACKFLOW PREVENTION ASSOCIATED WITH PLANTER IRRIGATION 15 BY OTHER TRADES (RE: PLUMBING PLANS). Q 0 ° N ° 0 8/6/04 DES IGN REVIEID S 5124/04 C C __j 100 t7D SET Q 612/04 25% C0 eET E ISSUED FOR: NOTES: PROTECTION FOR CONTROLLER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND GROUND ROD($) SHOWN. CONTROLLER GROUNDING SHALL COMPLY W/ MANUFACTURER'S SPECIFICATIONS. INSTALL A DISCONNECT SWITCH AND 120 VOLT GFI RECEPTACLE WITHIN PEDESTAL ALL ELECTRICAL WORK TO CONFORM TO LOCAL CODE, HUNTER MINI -CLIK RAIN SENSOR W/ SENSOR GUARD (SG -MG). MOUNT' FLUSH W1 TOP OF CONTROLLER PLAN VIEW DISCONNECT SWITCH t RECEPTACLE Q — CONTROLLER - --- INSTALL 4' HT. SELF ADHESIVE VINYL LETTERING CORRESPONDING WITH CONTROLLER * ON OUTSIDE SURFACE OF ENCLOSURE DOOR CONTROL WIRES - NEATLY BUNDLE WIRING s SECURE W/ LOCKING WIRE TIES 3 4' NON- METALLIC LIQUIDTITE CONDUIT W/ MALE ADAPTERS (2) AND LOCK RINGS, WASHERS CONCRETE PAD 1 � C LOSEST --I --I F1N1°vH GRADE 5 /$'x8 FT. COPPER - GLAD GROUNDING I� II ROD W/ BRONZE CLAMP a 10' ROUND VALVE BOX (TYPICAL). *b BARE COPPER GROUNDING WIRE. It PVC CONDUIT W/ SWEEP ELL - GROUND WIRE 3' PVC CONDUIT W1 $WEEP ELL - CONTROL WIRES PROVIDE 48' LENGTH OF ALL SPARE WIRES WITHIN PEDESTAL, NEATLY COILED. 3 d' PVC CONDUIT W/ SWEEP ELL - 120v SERVICE LLE NOTE: INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. CONTAIN ENTIRE ASSEMBLY WITHIN BOX. NO VALVE BOX EXTENSIONS ACCEPTED. VALVE BOX TO BE FLUSH WITH FINISH GRADE. a 0 a �o� o°° P ! 3 /4 ' AGRIFtM YSV -15 FILTER WITH 150 MESH SCREEN RECTANGULAR VALVE BOX - BRAND LIE) WITH CONTROLLER AND STATION NUMBER - REFER TO TECHNICAL SPECIFICATIONS. 0 00 1 DRIP TUBING ADAPTER MR Filill HR ° �i ---- -- DRIP TU5ING/PIPING PVC BALL VALVE. - I' ° 0 I' CxM Wtcl ELBOUI -CUT COPPER RISER (BELOW) TO PROPER HEIGHT I HUNTER ICV SERIES VALVE - EQUIP W/ HUNTER DC LATCHING SOLENOID HUNTER'. $VC -100 MODULE WILKENS *600 - 3 4' PRESSURE REGULATING. VALVE 3 / 4' CRUSHED GRAVEL SUMP - 2 CU. FT. PVC UNION - 3 /4' 1! A, DO a My x9d • 4#1 HydroSystems-01, Inc./A 300 t t Blvd Sate 405 Lakewood, Colorado 801228 303-980 -5327 (far) 303- 980°5384 No. ! DATE COMMENT A 8/6/04 DES IGN REVIEID S 5124/04 CONTRACTOR Rte' C 6aO /04 100 t7D SET D 612/04 25% C0 eET E 9/1/04 ISSUE E IOA2104 COORDINATION ISSUE G IIA5 104 RECORS? PERMIT SET H 12/13104 RECORD PERMIT SET I I 3 /01 /0ei CONSTRUCTION DOC L 4/05/05 REVISED PERMIT SET KEY PLAN IRRIGATION DETAILS PROJECT No. ?SATE 041590.00 03/01/05 . DRAWN BY DCZ SHEET No. SCALE: CHECKED BY DMD 1 -4