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HomeMy WebLinkAboutPC APP 2000-14 FRANZ ENGINEERING 2781 FREEWAY BLVDXERX S A VENUE NORTH PROMDE ADDITIONAL SIGN WHITE LETTERS AND SYMBOLS WORDED: "VAN ACCESSIBLE" ON BLUE BACKGROUND AT VAN ACCESSIBLE STALL WORDED: "STATE DISABLED 69 -9" ONLY PARKING. PARKING PERMIT 114 10.7/8" u�Hr REQUIRED" .. . l STANDARD O Q (---- BOLT SIGN(S) TO 3" DIAMETER GALV. METAL PIPE COLUMN ' 6612 CONC. '_ � R20'-0" CURB/GUTTER � U I o (PAINTED) V) DarvAn Lindahi Architects, P.A. 5701 Shin laCreak Pk , Suits 6130 TRASH oho O i ENCLOSURE R4'-9' g)j Minneapolis. Minnesota 55430 IIII— I I I I I I I I I I I Ph:812.560.0448 Fax 612 580,0�541 IIII I= " - 661I2 CONC. THS DRAWING AND TFE IN <MIATION TH3t8N IS THE N I i 4 PAINT I 8" DIA. CONCRETE SURROUND STRIP CURB/GUTTER PROPERTY OF DARWIN R DISCLOSURE SUREARC"TECTS,OT P.A ITS III = AROUND PIPE COLUMN I - - - - - _ _ _ _ i B612 CONC. BUILDING SETBACK _ USE BY TFE HOLDER OR DSED. IT CONTAINS OTt�Hts ` CURB GUTTER WITHOUT THE W. IS PR PERNJSSiON OF DARWIN LINDAH. �- R5'-0" PROP ETAY�APD C� I IPFO"TION OF R5'-0" ON ❑ A A A -- _ �_ _ DARWIN LI DAFL ARCHTECTS, P.A. REPRODUCTION OF i ° __..._ _-_--�= OF DARWIN BNDAFL ARCHTHE MATEJaAL HEREIN TECTS, WRITTEN. VIOLATES DE �� ... I PROVIDE ONE SIGN PER HANDICAP STALL o o LAWS OP LEDSTATESAND CUTIOR SUBJECT TFE NOLATORS TO LEGAL PROSECUTION I • ..........., '-- .....I ; A d A R7'-0" COPYPoGHT 0 1998 BY DARWIN LINDML ARCHTECTS, PA. A HANDICAP SIGN Q 96'-0" 50-0" Project NOT TO SCALE N o R2'-6" 5T[ 0 o � q 4" REINFORCED CONC. SIDEWALK co _ W/ LIGHT BROOM FINISH (TYP.) A CONTINUOUS #4 BARS TOP & BOTTOM - EASE EDGE 1/2" _ :. 24'-0" I 0 5-0" R& 9' 15_0„ Q Pvt ASPHALT PAVEMENT A AND SUB -BASE I LANDSCAPE SE70ACK a: tO I) I=IIIIIItII==IIoIqI=II�IIII�II 00 � Pn EA oooO q:375'-4 3/32. R417'- 0 3/32" ©O Qa n u III=IIII=III=IIII=IIII=IIII=IIII I A A -------- --- o ANDSC PE 5 6:, I I TRANSFORMER 9 REA c� gal It °ll .NUJ I `t U SIDEWALK CURB EDGE P.I.V.°° B NOT TO SCALE B612 CONC. A 4" PAINT Rkn IUJu 1/2:: CURB/GUTTER R10-0 o STRIP Rt-6 �~ F Q a Z 28'-6" N 78'-G w j o ...� dl 00 VAN I LANDSCAPE 111 O O O ACCESSIBLE N � AREA / �1 ..i�o. V (p �? TEXTURE DETAIL gh �r ONCRETE LANDSCAPE A q 111_O" 24'-6" 19' 6" 19'-6" ^ rFc (0 °O SEE SITE PLAN) AREA SLOPE 1, co R5'-0" v B R2'- 1. LO A A I a Za . S� 12 R5'-O" LAN CAPE v o Ne V R Ivoo S: LO 0 Date: Op 414 BROO FINISHER F4'g4fo A A 612 CONC. pn_ CONC WALK y ASPHALT PAVEMENT R5-0 0 ARE SCAPE 99 /CURB/GUTTER 49 _ SLOPE 1: 12 1/2" MAX. BEVELED AT I 00 R2-0 ��'_.� �s 2 WHERE RAMP 0 CU CUR CONC. R2' 0" MEETS PAVEMENT /GUT R R8'-0" LA SCAPE JUN 05 2000 TEXTURED SURFACE 4' PAINT EA STRIP CITY OF BROOKLYN CENTER NOTE: RAMP TEXTURING iS TO BE DONE WITH AN EXPANDED METAL GRID PLACED 4" PAINT J AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN 1/8" DEEP. N 24'-0" TYP. STRIP OR OTHER ADA APPROVED SURFACE TEXTURE R12'-0" o go 8612 GONG. ' R9. 511U LS AREA. 5/9u2 9 sq, ft, Certification: 4 CURB/GUTTER C HANDICAP CURB CUT I R2o'-o" R20' " gq f�I�2p// pp �fo�f2� �,7�,7 �i75I f� 1 hereby certify that ta,� �n NOT TO SCALE 1 VM ILLS V 1110US /n1II�EA-. 0 U o 0 0 u s o lfto specification, or report was pre- pared by me or under my , I— — 29,_ psipd that I am a'' y BARRIER o VDISD� DIIV� QU��Qo ��o6D0 o o i�iia rest@red rchitect under th, Cil laws t e state of n a ' 0 " HDCP, I I R8-0 s aP�o ° y SIGN R8'-0" e� g ONC. APRACH PER CURB I N z CITY STANDARD EDGE w i ANTED HDCP SYMBOL � — STANDARD PAINT STRIPING 9'-0.. 5'-0" 9'-0" Site Plan 0 10' .20 40 80 ORTA HANDICAPPED RAMP PARKING LAYOUTSCALE: ���//f/ SCALE: V = 10'-O:. PARKING CALCULATOONS BUILDING AREA CLASSIFICATION PARKING STALL CRITERIA RETAIL 11 / FIRST 2,000 S.F. 5.5/EACH ADDITION 1,000 S.F. 114 TOTAL STALLS REQUIRED 114 PARKING STALLS PROVIDED 115 ADA ACCESSIBLE SPACES REQUIRED 4 ADA ACCESSIBLE SPACES PROVIDED 4 ADA VAN ACCESSIBLE SPACES PROVIDED 1 n. Date: 05/18/00 eglatration No:18.2+e Drawing: SHIE PLAN PRELIMINARY NOT FOR CONSTRUCTION PRINTED FOR: CITY REVIEW DATE: 6-6-00 Sh eet No: A �0� 4'_O" 3-B 6_D Darwin 5701 Y11�LA -1 - 23 B Ph:612.560.0448 L_lndahE Architects, P.A. Minineapo� Suite Minneapolis, Minnesota 55430 Fax:812.560.0441 THIS DRAWING AND THE WORMATION THEREIN IS THE I OF DARWIN LINDAFL ARCHITECTS, P. PROPERTY BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT 8' 12'-O" 9—D YP.A.ITS ARCHTECTSEPA SPROHrBITED.IWRITTEN ITTRCONTAIOF NS UNDAHL DARWINPROPRIET N AND CONARCHITECTS, IHFCPROD ICT OF THE MATERIAL A H R13N W CTS, P.A REPRODUCTION OF —_�_ THE ARWIN1 DAHBN WITHOUT WPoTTEN PLATESTH ' OF DARWIN LNDAH_ ARCHITECTS, P.A. VIOLATES THE ..... - COPYWPoTE LAWS OF THE LIMITED STATES AND WILL _ SUBJECT THE VIOLATORS TO LEGAL PROSECUTION :. __... .. COPYRIGHT 1996 BY DAWN Ut�AHi ARCHITECTS, PA p o _ Project: Cl b" 4) ST. PIPE GAT POST, EMBEDD ED IN GONG. (1YI') 1-C TRASH ENCLOSURE PLAN 1 F L� I / Ili NOT 70 SCALE � Q d O GONG.LAP-SLOPE TOP ROCK SOD. MULCH nn np nn a O V � Q 0 0 T _# 55 V BOND BEAM W/2 o 0 CONT. -ROCK FADE. o O _ O © I ,I✓ ft 1-F - 7-E Q @9 8" GONG. BLOCK (ROCK- m �- PACE) Wl HORIZ. REINF. Q ®I6" O.G. > v o Ul a rQ Q� 1-F "5 DOWELS ® 21-0" D.G. Q �7 O (2W X VIn b" GONG. SLAB ON GRADE ROCK O �VV W6X6 - W 1/4 W.W.P. MULCH I Revisions, 0 1-F No: Revision: Dater: _O 1 -D , _ RLIKEI`!!ED 2-#55 CONT. ROCK 2- C JUN 05 � — OD� I21IX24" THICKENED EDGMULCE. O - — CITY OF BROOKLYN CENTER TRASH ENCLOSURE SECTION NOT TO SCALE 1-F CHAIN LINK GATES- GALV. 2" PIPE FRAME - WITH II GAGE MASH WITH DOUBLE DIAGONAL VINYL FILLERSTRIPS. �— —SOD. -SOD. —� <-LATCH ...---- ----; STANDARD L /4 0 DROP BAR EA. GATE LEAF. LANDSCAPE PLAN TRASH ENCLOSURE GATE ELEVATION GRTR NOT TO SCALE o 10' zo 40' Bo SCALE: 1." _ 20"-0" PLANUNG Mu QTEMAL SCHEDULE SYM. UANTITY SIZE ROOT COMMON NAME BOTANICAL NAME A 9 2 1/2" B/B (MARSHALL'S) GREEN ASH FRAIIINUS PENNSYL VANICE LANCEDLATA B 26 5' B/B SPRUCE, BLACK HILLS PICEA GLAVCA DENSATA C 3 1" B/B SPRING SNOW CRABAPPLE MAWS SPRING SNOW D 38 12" POT (GOLD MOUND) SPIREA PIREA IAPO ICA GOLD MOUND E 33 12" POT (LITTLE PRINCESS) SPIREA PIREALITTLE JAPONICA PRINCESS F 7 12" ' POT MAPLE, AMUR ACERALA GINN LANDSCAPE PUNT /SHRUBS CALCULATOON TYPE OF DEVELOPMENT POINTS REQUIRED / ACRE " RETAIL/ SERVICE 2.00 ACRES @ -100 0.28 ACRES ® 80 = 200.0 = 122.4 TOTAL POINTS REQUIRED 222.4 LANDSCAPE Guy °, TEROALS PROVIDED PLANTING TYPE QUAN. PNTS/PLANTING TOTAL PNTS % OF POINTS SHADE TREES 9 10 90.00 39 CONIFEROUS TREES 26 6 90.00 39 DECORATIVE TREES 10 1.5 15.00 7 71 .5 35.50 15 TOTAL .POINTS PROVIDED 230.5 100 Certification: I hereby certify that this plan specification, or report was pre- pared by me or under my ect and that I am y re t ed Architect under t laws f t: a state of M71n " t A A-• LIOTe:05/15/0V mwuxllmu" " Drawing: pLi AN PRELIMINARY NOT FOR CONSTRUCTION PRINTED FOR: CITY REVIEW DATE: 6-6-00 Sh eet No: L 0� NAU erwln Lindaiinnesota Archiitecto, P.A. i01 ShingleCrk Pkwy, Suite #130 linneapolis, 55430 r.812.580.0448 Fax:812.580.0441 0 ° Q DIAL �o O�1 �Qa � o Revisions, No: Revision: Date: Certification: I hereby certify that this plan specification, or report was pre- pared by me or under my drect JEsupervi and that I am c y reglst a Architect tmd�r ,,..e, QW&r f he state of .lVl:nfve,,e ^ Date: --/--/- Regdstration Na15,24s Drawing: FLDORPM PFLAN PRELIMINARY NOT FOR CONSTRUCTION PRINTED FOR: qTY REVIES DATE: 6-6-00 Sheet No: �0 fthwt - of , r 1.1 2.1 2.2 3A 3.7 �33.1 JA 3.� 1.8 11.11 0 1.142.3 5.6 14.0 6.9 9.3 11.7 f 14.7 8.1 5.5 4.6 3.1 6.3 15 10.2 17.1 A5.2 0.3 35. 24.6 7.6 7.2 3 1.7 12.9 29. 1 3 G°, Q i 2.0 6.3 7. 2.2 10.6 20. A 10.1 16. 2.3 7.1 S. A Q 2.3 14A 26. nQ -� 4 -2.4- 12.0 15. 16. A - REM 2.1 13.4 24. Q° 1.0 9.2 9.0, ffi'P.9^.2Dyl u�"3 Q ® WNII-M400-IV 40OW MH Mounting Height= 14 feet, IES Candela File) C:\SPLDIES\L3707,IES Initial Lumens per Lamp= 32000, Light Loss Factor (LLF) = 1.0 Number Luminaires this type = 20 0 0o-o WNII-M400-VS 40OW MH Mounting Height= 24 feet, 2 units per pole. From Pole to Photometric Center= 2 feet, IES Candela File: C:\SPLDIES\L3125,IES Initial .Lumens per Lamp= 32000, Light Loss Factor (LLF) = 1.0 Number Poles this type = 1 ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES, TARGET PLANE AT Z = 0 FEET, SummaryPOINTS 238 AVERAGE 7.1 MAXIMUM UM 38.4 Uilmlluillm 0-1 1.E 7.4 7. 3.5 3.6 2.9 2.0 U., r� 11A �•� -�5.�- 10.6 17. 3.0 6.4 2.2 .1.0 EE A G°a \ 9.6 16. A Q 2.9 4:7 1- 7. 3.0 1. o i � 0.3 2.7 S. 5. 0.9 1 .6 22.2 6.9 .3 4. 2.3 4.2 10 14 7.2 2.6 1 i 0.5 0.7 1.2 4. 12.4 14.2 12. D 5.0 1.7 1. 1.6 2.9 4.2 3.4 QP 0.4 0.6 1.0 1.2 1.5 1.3 1.1 0.9 1.1 1A 1.6 .2 1.1 �1.3 0 4 0.7 1.0 .7 0.4 Illuminance levels shown are calculated from the luminaire laboratory test data listed. C Laboratory tests are made under optimum conditions, with lamp output at rated value, Y$, and in accordance with Illuminating Engineering Society approved methods. Actual illuminance levels may differ due to variance in tamp lumen output, lamp tilt ILJ factor, ballast wattage output, line voltage at ballast, reflector specutarity, lamp lumen depreciation, and luminaire dirt depreciation, Light Loss Factor (LLF), if less than 1,00, - indicates the anticipated affect of factors other than variable field conditions. RECEIVED, CITY OF BROOKLYN CENTER SITE LIGHTING FOR: FRANZ ❑FFICE BUILDING SPAULDING LIGHTING INC, SCALE DATE DRAWN BY DESIGN BY DWG. NO, 1" = 30' 05-11-00 AH WHS1-0-OE21D I u --_ TOP TOP OF RIDGE --- ----- —-- —- - :143._ 11t FIBERGLASS _ TOP OF RIDGE — — — SHINGLES � PRE-FlN. MTL PRE-FlN. - .. FIBERGLASS MTL LOUVER FASCIA .. SHINGLES BOT._OF FASCIA ---- - ELEV: 118'-0" PRE-FlN. MTL FASCIA ELES- roP of wau_ h_ �OT_�ASgA - --- -- --- ELEV:173,_4�' zY EIFV:113'-I" E E.I.F.S / , /// / / / / /// / " I - E.I.FS. COVERED COL . %. i NORTH BUILDIN& ELEVATION SCALE 3/32" = 1'-0" _dk_T9Pff_RM . - — - — - — - — - --- - --- — -- Y ELEV:143'-11" —'-- OF�E�FIBERGLASS E". 133._1�� - . SHINGLES . FIBERGLASS SHINGLES � .. BOT. OF FA- CIA - ELEV:118'-0'. °� PRE -FIN. MTL FASCIA. ., -- --- BOL OF FASCIA E.LF.S ELEV:113' 1" - 5OUTH BUILDING ELEVATION SCALE 5/52" = 1'-0" OF RIDGE---- - - ---— --- --- - -- .TOP EUM 43'_ 11" _ --- —0- - .�Y LEQLE�V:9 '-- ----- ---- FIBERGLASS V%�I"E 1F_33R:_IDiGE SHINGLES PRE -FIN. PRE-FlN. MTL FASCIA MTL LOUVER FIBERGLASS SHINGLES / / PRE -FIN. MTL - FASCIA �80T. OF FASC�,---- ELEV:113' , E.I.F.S. �' /�/� E. _.BOL .1 FASCIA_ ELEV:113'-1" /�VIA E.I.FS. COVERED - COL. EAL5T BUILDING ELEVATION SCALE 3/52" = 1'-0" -- -- — ---- TOP OF RBI GE� - ------- ELEV:143'-11" ELEV:133'-1" FIBERGLASS SHINGLES - FIBERGLASS SHINGLES --. - ROT. OF fASq.AAh_ `P ' PRE -FIN. MTL ELEV:118'-.0" FASCIA QT,-.4F�AS Imo_ EIEGEDVED a / E.LF.$ ON JUiv 0 5 2�J�u EJ.F.FS. COVERED % - CA J. --------- +iTY OF BROpI(LYN CENTER ----------------- --------------------------- 1 -' WE5T BUILDING ELEVATION SCALE 5/52" = 1'-0" 3arwin Undahl Architects, P.A. 5701 ShingleCreek Pkwy, SuRe 0130 Ainneapolls, Minn©sota 55430 'h:812.580.0448 Fax:812.580.0441 M DRAWING AM THE INFORMATION THEREIN IS THE 'ROPERTY OF DARWIN LNDAHL ARCHITECTS, P.A ITS ISE BY THE HOLDER OR DISCLOSURE TO OTHERS MTHOUT THE WRITTEN REMMON OF DARWN LINDAHL Y"TECTS, P.A IS PROHIBITED. IT CONTAINS 'ROPRETAY AND CONFTDMAL MFORMATION OF )ARWN LINDAHL ARCHITECTS, P.A REPRODUCTION OF fHE MATERIAL HEN WITHOUT WRITTEN POUSSIM >F DARWN LINDAHL ARCHITECTS, P.A VIOLATES THE OPYWRITE LAWS OF THE UNITED STATES AND WLL WECT THE VIOLATORS TO LEGAL PROSECUTION XPYRIGHF R 1999 BY DARWIN LINDAIt ARCHTECTS. P.A Project; Cd O Q Qom, O `- L @9 Revisions; No: Revision: Date: Certific ation; I hereby certify that this plan specification, or report was pre— pared by me or under my &ect supervls?on and that I am a y regleter�Architect La=t e/-_7 Iowa of the state of N LSe>ecat . r Date: --/--/-- tratlon No:15,248 Drawing; D ULDWO' � LE V ATPOO lJ VS PRELIMINARY NOT FOR CONSTRUCTION PRINTED FOR: CITY REVIEW DATE: 6-6-00 Sh eet No; A 3 O� aheot of -__ - ---- _ �'- z OQ U � w o a w oz � z w � U W z ry z W U CO z c w � O N O z ry Q m � o 11 z Q oFo d z = w¢ n �Ow w >z zdz w �. (nUU W = W Q ~- �LijLLI ~ �O t—�toz�� ' W W z N C) _c N WS}p LJ- U J r� m0��a 00 wW¢J �Z L2� W� W CC 0]¢F z[if t7 M O I O � O to i Z LO if) N N (n Y O X aaa_ � W z z_ C� z ry w J�co � Uz�w ozc� Q-,oz� �Uwt� O Scale Job Number 00010 Date 6/6/00 Revisions - Drawn By. Checked Dr. JMJ NQ Sheet GRADING SHEET C-1 In z O u� �O o w O z � z rK w � z f- ry z Ww U z z z w � O N 0 z ry w Q xLJ owo <ZD wQ �z aox nnw az wz EL w d N J w S w ~Q 0 Lj O Q x O ~ (nz z_ H C)w x� CN LWZ)>- wp LA J U ()f� X � � m°�� 0 ww4z td LLJ Ld x� ¢x Qw. _mm M M rn o � � I 00 to LO (0z N ^ N � � � J � O X ada IQi W z z U � zo w — > 0 z z (n o U� m wJww -j 0U)z� �ozo (L u Scale Job Number 00010 Date 6/6/00 Revisions -- LO C Drawn Bp. Checked By: JMJ NQ Sheet UTILITIES SHEET C-2 Z w --- O o — U O I;I — -- —_ C� W -- l E F^,M z LEGE ND w 15 FULL CIRCLE TORO 570 SERIES 15' RADIUS -- -- -- - --- StormSe.h'er I i - - 15 ® HALF CIRCLE TORO 570 SERIES 15' RADIUS Z p 1g_� 15 15-15SrAAp \\ I 15 QUARTER CIRCLE TORO 570 SERIES 15' RADIUS W ° 7 15 15 15 0—�_0 \ I W 0 15 15 15 15 1co 5 15 15 15 �_��°---o--_. I s 0 FULL CIRCLE TORO 570 SERIES 8' RADIUS W U w 1 z r 5 15 15 15 �j j -- - - ---- s HALF CIRCLE TORO 570 SERIES 8' RADIUS — Z m 15 U 15 15 �I 13 142„ 15 II � s Q QUARTER CIRCLE TORO 570 SERIES 8 RADIUS 5 i I 5 TORO 570 SERIES 5' RADIUS W I FU LL CIRCLE 1s - O 5 17 2 IiI I III i I II 0 2' 5 HALF CIRCLE TORO570 SERIES 5' RADIUS 8 z — ._ --- - -- - ---- -- -- I =� �--------------___--------- _ ----15 �I J/ 5 Q QUARTER .CIRCLE TORO 570 SERIES 5 RADIUS Q m . -- � - ° I 5 5 _ I 15 II' I I 0 1 ELECTRIC FLOW CONTROL VALVE V- z 51 5 q1 NSTRUCTION LIMITS 2 " ELECTRIC FLOW CONTROL VALVE O 5 , 5 —_ -- _ 19 �I —� °' 15 o=w b a. 2 I� i----------- r 51 5 ° I - — — — — — — CASING WOZ II 5 5 0 li_ ZONE az� I I 1 � .I III 5i 5 I ' )2'_� 1VALVE INDICATOR w��� 0 ol" I ALVE SIZE z d z III 5 I / 1 g �Ld 15 ' 5 a I F.F.E. 1 s I II 5 5 851.5 5 %.3„ CA_ 2" I n 11d � 1l =WU Q 01 5 0Ljw� -1 5 2„ cAs� __ 5 71,, �'.. 5 J 15 '` l it IRRIGATION NOTES: 5I / z �5 l r/ I I � C9 _ s 5 I' 1. 120 VOLT ELECTRICAL POWER OUTLETS FOR CONTROLLERS yy w w N 1 5 2 ° s 1" 15 / I TO BE PROVIDED BY THE GENERAL CONTRACTOR, THE = O 5 8 1" J SPRINKLER CONTRACTOR TO BE RESPONSIBLE FOR -MAKING W �?o �� 5 �I 2" 5 5 5 5 5 5 5 5. Y Ca C� / / HOOK-UP FROM OUTLETS TO CONTROLLERS. m o o a i �w¢� z t..• 5 5 5 5 5 LU 5 5 /, 5 5 1-- U / / r 2 ALL WIRE FROM CONTROLLERS TO ELECTRIC VALV S TO BE = m ¢ z COPPER OF-14 DIRECT BURIAL. USE BLACK FOR PILOT AND -.-III 5I 5 5 ° 1 \\\ 5 / 15 ;j` I WHITE FOR COMMON. INSTALL IN COMMON TRENCH WITH MAIN 5 5 ° ° °I ^ \\ / j ,/ % ,\\\ LINE WHERE POSSIBLE. PROVIDE MIN. OF 18 COVER. M o --il 6 5 - - ... \\ / 01,101 in 3. PROVIDE MIN. 18" COVER OVER ALL MAIN LINE PIPING ANDz 5 \ j i /. \ v -_! I a 15 ! / / 12 COVER OVER ALL LATERIAL LINE PIPING.LO V O e 4. ALL PIPING UNDER PAVED AREAS TO BE PVC SCH. 40. II' 5I 10 \\\� 15 INSTALL PRIOR TO PAVING. 8 2" \ % z 8 \ / j z MAINLINE 3" — 5 IRRIGATION M 5 (TYP) PA 2 1„ \\ 15 !/� i i 5. THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED U \ 5 \; / %/ AREAS IS FOR DESIGN CLARIFICATION ONLY AND IS TO 'BE W z $ /\ \ / /< // INSTALLED WITHIN THE NEAREST PLANTED AREA WHERE > Z z 3 1„ . ¢ ,.. 5 \\\ 15 // �� / POSSIBLE. � m 5 5 5 5 5 5 5� i ..: � .__ \\ C`�.� / /� �� w w 5 5 5 5 5 5 5 5 5 / \\\ If 15 r.'' `. \. xh II / 21 \\ \ �f^;✓ �� 6. CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS O Z 0 II 2°' \\ i,' FOR BEST PERFORMANCE AND TO PREVENT OVERSPRAY ONTO O z o q f., ., P U W co 4 % \ II 5 WALKS, DRIVES, AND BUILDINGS AS MUCH AS POSSIBLE. THIS 5 I 15. SHALL INCLUDE THE SELECTION OF THE BEST DEGREE OF ARC 5 15 / / / % 7. INSTALL ALL EQUIPMENT AS REQUIRED BY MANUFACTURER. r �I 5 I 23 Z` ,// % \�� 8. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT 5 2 2 /, OR GRADE 2" 1 / i/ IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS I� 1 �DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGN. I c�} 15 / ' / ;� / SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE 15 15 15 / / i % OWNERS AUTHORIZED REPRESENTATIVE, OTHERWISE THE IRRIGATION RESPONSIBILITY FOR ANY AND / ME FULL f / / MUST ASSUME CONT RACTOR i' 15 / / / 15 i 15 ;/ ALL NECESSARY REVISIONS. \�� I I - tale 15 15 15 / 15 ��� 15 , / �Oi�i: / s / g' R LANDSCAPE FINAL LOCATION OF AUTOMATIC CONTROLLER TO BE DETERMINED - - =-�_= ✓ -- �i% !:' 'J" S AUTHORIZED REPRESENTATIVE AND/0 PE 0 BY OWNER Job N,unber 0001 Data ARCHITECT. // !/ 2„ //n�J� / f /i:-6/6/00 Revisions 1 SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OFP SHALL BE ONE THE � 0 ION 0 R AT ECTIVE --- --------------------_--_ _ ,-- _-- ....° ...° / °. / CORRECTEDE IRRIGATION Dr _ Y Chocked p c,�� t 4, .95 ° ° 1-.• /,'� /� REPLACED OR FMAEBAIOR POOR ORCMNTRHCTO NO ' - -- — - OS TO R. �r'i`- \ C T HE OWNER. flJMJ NQ s. �c \, ✓ i i WHERE LIGHTING FIXTURES Sheet • /. . � � ADJUST IRRIGATION TO 11.CON RACTO IS TO N AND TOTHER RUTILITIES OCCURED IN FIELD. IRRIGATID SHEET M� / / / SCALE IN FEET I�I,s ° i IF %� ��, ' // i� 12.STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING Ld I �;'' / /' BUILDINGS, CALL (651) 454-0002 FOR FIELD LOCATION OF c l_ __;_,`_-. \ ��^` % /, % j 0 20 40 UNDERGROUND UTILITY LINES (This service locates utility owned I 3 w \ i„ 00 EF '! lines but not private lines). > / � �i' � �II�`i I'rr 'R KLYI� � •�'' ° w oTop Nut Hydrant / w 0 w o O O W U W p W � � I I U) c� 0 h'1 • I- U w 0 ry n W U :7 0 LLLi LO ry I L- C) LL