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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/15/2021'I I I I I I � I � I � I I I I � I II I crwH UHe�eti�e — —- — I ' V, STREET -—- — — ——-—-—-—-—-—-—-————-—-—-—-—-—-—— ————-—-—-—-—-—-——— ————-—-—-—-—-—-— —-—-—-—- 72-0 — ——- 72.0 6'-0' 616'-0" 72.0 72.0v v 3z -d' v as' -0" az-d' (8) C� 0-0 (8) C� 0-0 (8) C� 0-0 DRNEWAY o (5) @ 9-0 AMPHITHEATER (SLOPING LAWN) GOVERED FLATWOR'I GOVERED 3 B O ARE P GARAGE VICINITY I"IA P SGALE: 1" =100' U1 11d -d I 72-0'. 1 -b 9' 18-0 g- 18'-O'....... 9' 11.-d, 18-0 80., C. . 1 -0. 9'- 27-0. 10-0 'I (8) @ 9-0" 9 d 9'-0" (3 @ 9'-0" _ (E CP O I °Ieeeeeee _ e ee _ ee e NTTLn o== I I \I I \I I I I I Proposed Northwood G h r 1 s t 1 o n G h u r c h of \ 000001 bMtl 5C/0.[ G[.RewG 5G�[5 n� � LLIJIILLIJ�_- 0 0 I 8' O• � I I I N I I I lB W N w P OTOS D DETENT ON POND a I NG SLOUGH _ / I I I I / I, I. I� SITE SCALE: 1 (Future Ghurch Building) o s � a o ------------------------------------------- P L A N J._._._._._._._._._._._._.0._._._._._._._. PLAN = 30' VEHICLE PARKING CALGULATIONS PER SDG 4.6-125, TABLE 4.6-2 BUILDING AREA 46,460 SO FT PRIMARY ASSEMBLY 9,878 SO FT ALL OTHERS 36.582 SO FT NUMBER OF REQ. SPAGES -56 PRIMARY ASSEMBLY 1:100 99 ALL 07HER51:200 183 TOTAL 282 MUST BE SHELTERED PER MAIN FAGILITY SDG 4.6-145-1)=13 SPAGES) 0196) TOTAL PROVIDED 36=36 SHELTERED 16 > 13 97,031 SO FT (2796) SIDEWALKS/PATIOS 11,843 SQ FT T PLAYGROUND 3,455 SO FT Q%) AMPHITHEATER 7,587 SO FT (296) PONIG AREA 3,240 SO FT (196) OPEN 5PAGE 191,168 SO FT (544 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A01 CAS ro ueh Aa ircec PC Noaxhuood Chn,r Chug -0520 FFF e=tw T IE I U1 11d -d I 72-0'. 1 -b 9' 18-0 g- 18'-O'....... 9' 11.-d, 18-0 80., C. . 1 -0. 9'- 27-0. 10-0 'I (8) @ 9-0" 9 d 9'-0" (3 @ 9'-0" _ (E CP O I °Ieeeeeee _ e ee _ ee e NTTLn o== I I \I I \I I I I I Proposed Northwood G h r 1 s t 1 o n G h u r c h of \ 000001 bMtl 5C/0.[ G[.RewG 5G�[5 n� � LLIJIILLIJ�_- 0 0 I 8' O• � I I I N I I I lB W N w P OTOS D DETENT ON POND a I NG SLOUGH _ / I I I I / I, I. I� SITE SCALE: 1 (Future Ghurch Building) o s � a o ------------------------------------------- P L A N J._._._._._._._._._._._._.0._._._._._._._. PLAN = 30' VEHICLE PARKING CALGULATIONS PER SDG 4.6-125, TABLE 4.6-2 BUILDING AREA 46,460 SO FT PRIMARY ASSEMBLY 9,878 SO FT ALL OTHERS 36.582 SO FT NUMBER OF REQ. SPAGES -56 PRIMARY ASSEMBLY 1:100 99 ALL 07HER51:200 183 TOTAL 282 ALLOWABLE REDUCTION 2096 -56 (PER SDG 4.6-110(L) BUILDING GOVERAGE NET REQUIRED 226 ACTUAL NUMBER PROVIDED 235> 226 REV IEW BICYCLE PARKING GALGULATIONS PER SDG 4.6-155, TABLE 4.6-3 BUILDING AREA 46,460 SO FT PRIMARY ASSEMBLY 9,878 SO FT ALL OTHERS 36.582 SO FT NUMBER OF REQ, 5�ACE5 1:20 SEATS 5ANCT-ARY 36 (705 SEATS PR0�05ED) BUILDING GOVERAGE ALL SHORT TERM 888 FT (50% OF SPAGES OVER 10 108,874 SQ FT MUST BE SHELTERED PER MAIN FAGILITY SDG 4.6-145-1)=13 SPAGES) 0196) TOTAL PROVIDED 36=36 SHELTERED 16 > 13 I PR�-58D� ENTIRE SITE AREA 355,100 SO FT 00096) BUILDING GOVERAGE APPROX 438 FT X 888 FT BUILDING GOVERAGE 108,874 SQ FT (3196) MAIN FAGILITY 38,250 SO FT 0196) GARAGE 1,730 SO FT (<196) PARKING AREAS 97,031 SO FT (2796) SIDEWALKS/PATIOS 11,843 SQ FT (396) PLAYGROUND 3,455 SO FT Q%) AMPHITHEATER 7,587 SO FT (296) PONIG AREA 3,240 SO FT (196) OPEN 5PAGE 191,168 SO FT (544 ENTIRE SITE AREA 355,100 SQ FT 00096) BUILDING GOVERAGE 38,250 SQ FT 0196) IMPERVIOUS AREAS 108,874 SQ FT (3196) PERVIOUS AREAS 206,263 SQ FT (5896) MONUMENT SIGN TO GONFORM TO asn� Fl E HYDR9W PROPOSED DETENTION POND MARGOLA ROAD $ V STREET, SPRINGFIELD, OR 17-03-25-11-02300 LTD BUS STOP SHEET INDEX $ A01 SITE PLAN A02 EAST a SOUTH ELEVATIONS A03 NORTH a SOUTH ELEVATIONS L100 GONGEPTUAL PLANTING PLAN 1 The Satre Group E01 SITE LIGHTING I Builder's Electric, Inc. G1 SITE ASSESSMENT PLAN I Favreau Group G2 GRADING PLAN I Favreau Group G3 UTILITY PLAN I Favreau Group G4 GIVIL DETAILS I Favreau Group 380 Li ..1. Ste t Eugene, O.gon 97401 Phoce: 541-344-3332 F.:541-344-1597 w ...b..th.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX SITE PLAN JOB NO 0520 DATE 26 April 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W. CHECKED BY Dan REVISION (4EUGEN 00 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A01 CAS ro ueh Aa ircec PC Noaxhuood Chn,r Chug -0520 GOLUMV SASE AND RA15ED PLANTER EAST ELEVATION SCALE: 3/32" = 1'-O" w..yr r...... FROM SANCTUARY WOOD 511ANO BALCONY SOUTH E L E V A T I O N SGALE: 3/32" = 1'-0" io ZAPET 'LATE :.F.E. TYP. Y SHIP 'LATE .F.E. NP. 0 380 Lincoln Ste t Eugene, O.gon 97401 Phoce: 541-344-3332 F.:541-344-1597 w ...b..th.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX EAST & SOUTH ELEVATIONS JOB NO 0520 DATE 26 April 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W. CHECKED BY Dan REVISION 4EUGEN MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A02 C �ro ueh AachrcecnuS PC Noaxhuood Chn,e Chu -0520 WEST E L E V A T I O N SGALE: 3/32" = 1'-0" NORTH ELEVATION SGALE: 3/32" = 1'-0" +55-7T.O. 5ANOTUARY ROOF +90-10' T.O. FELLOW51-1IP HALL ROOF 0 '27-07.0. UPPER PARAPET +15'-O' T.O. PARAPET +13'-0" UPPER F1-002 F.F.E. +9-0" WDW HEADER TY�. Y 0 z0" MAIN FLOOR F.F.E. `E2 SIDING SL SIDING 0 380 Lincoln Ste t Eugene, O.gon 97401 Phoce: 541-344-3332 F.:541-344-1597 w ...b..th.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX NORTH & WEST ELEVATIONS JOB NO 0520 DATE 26 April 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W. CHECKED BY Dan REVISION '4EUGEN MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A03 C �ro ueh AachrcecnuS PC Noaxhuood Chn,e Chu -0520 II�� I III II I I � I I IIIIIIIIIII�I I I I V STREET �� III IIII \ \` __ --- _/__ ' � ,�,-' �•. _ - - _ / - ---------� �----- 77t� SOI I I / 2 I IjIi I WELLHEAD &'ONE 5 a I IIT III II I III I�IIII III WELLHEAD ZONE 10 LOT 1400 `I I I MAP 17.03.25AA J II III I I /EX SAN MH o / RIM: 467.87 III I� IE IN: 458.08 (12'1) I I I WELLHEAD ZONE IE WL ¢ 458.07 (12'8) / 0���-469469 4 --- - -_-ER - - / 5 - - - RIM: 469.34 EX SAN MH 6 I IE � 457.31 (12'14) 7 I WT: 457.30 (12"S) � n IN aV N aV O 'n I I x I I I I , 8 II I 23RD STREET RI SAN MH RIM: 468,81 IE IN: 48225 (6 N) 10 IE IN: 462.04 (8"E) TMCONFlRMEO i0 BELWWIIAN .15 (81�2� I I I I TAX LOT 10000I k��llll I I I TAX LOT 1800 TAX MAP 17.0325AC EASEMENT NOTES LEGEND 1� 20' PUBLIC SANITARY SEWER EASEMENT PER DOC. NO. 61-50778 --165-- EXISTING MAJOR CONTOUR AND ELEVATION 20 13.00' DRAINAGE EASEMENT PER PLAT OF "AUSTIN PARK SOUTH" - -468- - EXISTING MINOR CONTOUR AND ELEVATION _ 30 7.00' SANITARY SEWER EASEMENT PER DOC. N0. 89-11838 _ _ _EX. S.D. EXISTING STORM DRAIN ® 7.00' PUBLIC UTILITY EASEMENT PER PLAT OF "LOCH LOMONO EX. 8" W.W. EXISTING WASTE WATER AND SIZE TERRACE FIRST ADDITION" EX. 8" W EXISTING WATER LINE AND SIZE 50 13.20' SANITARY SEWER EASEMENT PER REEL 1564 DOC. N0. 89-11838 EXISTING TIME OF TRAVEL LINES - - - - - - - - - EXISTING SOIL LINE © 13.00' DRAINAGE EASEMENT PER PLAT OF "NICOLE PARK" EXISTING FIRE HYDRANT 70 14.00' WATERLINE EASEMENT PER REEL 1755 INSTR. NO. 92-20133 EXISTING STREET LIGHT ® 8.00' PUBLIC UTILITY EASEMENT PER PLAT OF "NICOLE PARK' EXISTING WASTEWATER MANHOLE 1 90 15.00' PUBLIC WATER EASEMENT PER DOC. N0. 2009-031683 EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT DO 14.00' SANITARY SEWER EASEMENT PER REEL 1935 INSTR. NO. 94-21981 0 EXISTING EVERGREEN TREE Ol 10.00' X 30.00' SIGN EASEMENT PER DOC. NO. 94-29763 EXISTING CONIFER TREE 02 20.00' PUBLIC WATER EASEMENT PER DOC. NO. 2009-031683 i L 75 'V'!I /i j TAX LOT 800 TAX MAP 17.03.25A0 z d _ U 2 • I TAX LOT 1000 TAX MAP 17,0325AD EX STM CI CONCRETE , Z U IE IN: 461.39 (24"E) IE OUT: 461.37 (24"W) DRIVEWAY / W ,I WELLHEAD ZONE 1 III / TAX MAP 17.0125AO E% STM MH J Z / Tn O J IE OUT: 458.30 (60"W) W U U) b STM CI RIM: 467.24 IE Q > 0 IN: 46206 (241) IE OUT: 46203 (24"W) W N Y TAX LOT 901 ~ o TAX MAP 17.03.25AD U) O O 3 - - - - - I / Z r 0] EX STM CI RIM: 466.96 IE IN: 461.08 (36'E) IE OUT: 461.05 (36"W) SOIL 76 • I TAX LOT 1000 TAX MAP 17,0325AD EX STM CI RIM: 466.39 IE IN: 461.39 (24"E) IE OUT: 461.37 (24"W) SUMP: 461.24 ,I WELLHEAD ZONE 1 II .v I TAX LOT 1100 TAX MAP 17.0125AO E% STM MH RIM: 466.24 IE IN: 459.01 (60"N) IE IN: 461.12 (24"E) IE OUT: 458.30 (60"W) "l TAX LOT 1300 TAX MAP 17.0125AC E% STM CI RIM: 466.04 IE IN: 450.24 (36"E) 1 IE WL 460.14 (36"W) II^1 SUMP: 457.54 1 Ili I TAX LOT 1200 1 TAX MAP 17.0125AC 97'Ty °Ec. .n.MR'�4cQ' J. F P EXPIRES DEC. 31, 2021 SHEET 1 OF 4 iX IX,� I - 47026 FL 469.85 : 470.82 TO 4x105 TC \ III II I III I a l 470.32 FS 4,, 0 55 F 47 55 'YC 1 9+cc alp os Ps 471.14 TO 47f.13 C 470.64 FS 4]0.63 FS 470.58 TC II I I II II V 470.08 FS 4]1.80 TO 471. TO 471.01 TC /JI III I II IIII I I \ 471.30 FS 471,28 F5 47O 51 FS / 472.21 TO 4 1 TCi 4711b TC 7 32 471.71 FS azo 60 FS 472.12 TC ' 471.49 TC \\ 471.62 FS 470.99 FS II II II III b 759- 759-W-4 2 II II III po < I I VIII I II / ro 472.27 FS NRF , ^ . 4]1]7 FS NRF IIII I IIII I / I ° 470.04 O VIII I II I / 7 AMP(sHHITH5 C SEE ARCHITECT PLANS !•� FOR RETAINING WALL DETAILS LOT 1400 VIII I I III I \ i• aszsl NRF ,P 17.03.25AA \ /f SEE ARCHITECT PLANS FOR STAGE DETAILS / 470.04 FS NRF •'~ 470.45 TF ° Z °-.- as745 TURF 111 M' FOR RESEE ALANS TAINING WALLTDETAILS' '• 4: I II E% SAN 469.24 FF II I RIM: 467.8.8 7 o I IIII I IE IN: 458.88 (12"N) IE OUT: 458.07 (12•S) 469.24 FF 3 4 I --- -- -- 4 I 15 6 IIII x � <?s ¢ a x x o I I ~ 23RD STREET GRADING CONSTRUCTION NOTES 745-A2-4 CONSTRUCT 4" LEVEL 2, 1/2" DENSE ACP OVER 12" CRUSHED ROCK 759-C CONSTRUCT STANDARD CURB 759 -CG CONSTRUCT STANDARD CURB AND GUTTER 759 -C -VH CONSTRUCT VARIABLE HEIGHT CURB FROM 0"-6" OVER 1', BEGINNING AT BACK OF WALK 759-DWY CONSTRUCT CONCRETE DRIVEWAY 759 -BRIDGE SEE ARCHITECT PLANS FOR PEDESTRIAN BRIDGE DETAILS 759 -SC SAWCUTTING 759 -VG CONSTRUCT CONCRETE VALLEY GUTTER 759-W-4 CONSTRUCT 4" CONCRETE SIDEWALK OVER 2" CRUSHED ROCK. SEE ARCHITECT PLANS 759-CONC-6 CONSTRUCT 6" THICK CONCRETE OVER 10" CRUSHED ROCK 1050 -FENCE CONSTRUCT 6' HIGH CHAINLINK FENCE 1050 -GATE CONSTRUCT 4' WIDE CHAINLINK GATE 469.68 TO 46937 TO - 469.18 FL lil ISI 469.63 TO FS 469. 7 TC TS 1 759 -DW 469.42 TO 468.92 FL 46203 (24"{'1) Z AX LOT 901 Q 46 83 C ZF ---- 46 33 R468 C� 76 TC U 47C 07 TC 469.55 C 6847 TC. 468;26 FI_ O 469.57 -FS 469.05 ;M7.97 HE Z w 469. 2 T 759 G 469.98 TO 3 v 470.10 TC 469.E TO 468 2 FS 46911 TO 46848 FS O 4fi9.fi0 FS z r 469.37 FS I 968 61 FS 469.07 TO M W(7 470.05 TC 1469.87 TC fig S �� 468.57 FS W 47026 TO gfi9.55 F ------ FS 9.61 TO / 459 76 FS 46956 TO � M 4fi981 C 911 46906 F$ 970 4 TC 4fi9 31 S 759-C 469.5 TC! ' 489.84 F9 � I CL x Q Q 88 -069.06 P � 'I x 47064 TC � t � { - 470.14 FS 46975 C fi978 iC 1 9 78 TC 469.25 169.28 FS 469.26 FS N 470.09 TC .' ' �. \ I r 469.59 FS :> i9.79 3 a � � 0 a 0 ,F.�+: 4fi9.09 FS 469.0 F a a ¢ 7E -._l.. v w x . •":::.'. I 9 TC I 4 . 0 TCI :j - -•.y:. ".: Y 4 . 0 FS ." « ....' 469.48 TO .._ •. 468.98 FS 1 FS .t - 469.87 TO 1^. •- 469.37 FS 69.54 TC I 469.04 FS' 469. 2 TC - :-. 469.DOIFS 469. 4fi8. 2 FS ?;; 4]0.45 TW : F- 468. `" 469.78 TC 467.45 NRF :.. I 46 4 TC °': r: •'-=' 46926 FS 1 - --- -- .".'�=. 70.45 FS 75 -C < . 1 69.2 �'_y +:, a -' ___ - 68.7 -F5.!_._`-:^•: 469.49 TO ... 759 W-4 •: `: 468.99 FS i.. 7 9_C:.�"., • !48 .09 TO VG 69. _� .__. '• ^- .59 FS ._ ._ 68.99 ES 469.1 TC 46 TO R.N1 FS ... 759-W-4 FS V STREET 9 -cc) mso-cA PROPOSED_ DETENTION POND E`M'ATER I E% SAN MH / \ RIM: 469.34 IEI7.31(1-(72;5) I Proposed Northwood Christian Church 9,155 SF FF=470.20 I � II I°LII - - - - - - 759-W-4 ... ;. I° - 6 2 ' QQ 8 I 46 4 Fs , 46764 TC 46714 FS I EX SAN MH RIM: 46&81 IE IN: 46225 (6"N) IE IN: 46204 (8"E) Ij "CONRRMED TO BE LOWER THAN OUT" IE Wi 46215 (8"W) TAX LOT 10000 I II I ,n TAX LOT 1800 TAX MAP 17.03.25AB I I I I I 10" PVC TAX MAP 17.03.25AC M I ENGINEER'S NOTE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF SPRINGFIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL POTHOLE VERIFY ALL JOIN CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. HIARDI ny=111P FS 46677 FS DETENTION I FS TC FS 467.6 iCiC GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. J CONCRETE DRIVEWAY IX STM Cl RIM: 467.24 IE EX STM CI RIM: 466.96 IE IN: 461.08 (36"E) IE OUT: 461.06 (36"W) TAX LOT 800 TAX MAP 17.03.25AD IN: 46206 (24"E) IE OUT: 46203 (24"{'1) Z AX LOT 901 Q TAX MAP 17.03.25AD C� z a = TAX LOT 1000 TAX MAP 17.03.25AD IE IN:. 461. (24"E) IE OUT: 461.37 (24"W) I` SUMP: 461.24 TAX LOT 1100 TAX MAP 1703.25AD - E% STM MH FMM: 466.24 IE IN: 459.01 (60"N) IE IN: 461.12 (24"E) IE WL 45&30 (60"W) TAX LOT 1300 TAX MAP 17.03.25AC E% STM Cl RIM: 466.04 IE IN: 460.24 (36"E) IE OUT: 460.14 (36"W) SUMP: 457.54 TAX LOT 1200 TAX MAP 17.03.25AC 97'Ty °cc..n.4R' �kP PW J. FP EXPIRES DEC. 31, 2021 SHEET 2 OF 4 U Z Q C� z a = U d (D O QJ Z O J w o p Z w �0 2 C9 3 v U) Y Z 0 O 0 z r GIG Cw w W U a M W(7 a 2 In W F_ N Q a z Q a � M O N IF- __ 0 J CL x Q Q O x Q N I r 3 a � � 0 a 0 w O z z a a ¢ � w v w x 0 U d Z 97'Ty °cc..n.4R' �kP PW J. FP EXPIRES DEC. 31, 2021 SHEET 2 OF 4 Z Q C� W LU W a Q Z W C9 3 v Z im m W Q LLJ o0 n ui Cw w W > M W(7 a 2 U W F_ a z a 97'Ty °cc..n.4R' �kP PW J. FP EXPIRES DEC. 31, 2021 SHEET 2 OF 4 o � o N oQ x � LOT 1400 AAP 17.0325AA jllli�l�ll��l � ,IIIII�IIhI� i - I IIII IIIIIIII Ii --� -__ --- II�I II��IIIII I ^ai I l l11 l I SII II II� II IIII II I � III II III I I a�0 I III II I R>• I ISI ` w� 470 illllil i II I I EX SAN MH 470 -CO -6 RIM: 467.87 IE IN: 458,08 (12'N) IE WL 458.07 (12'S) o m o m o � o N r N aV � a x � X r 4 I 5--- 6 -- _—� I I I o^ o ro m o I 11 I I I I I of x ¢ ¢ � r o VIII LL 0 I Z T- < U � x � SRI Cl RIM: 467.24 IF O 0 ¢ a Z IN: 462.06 (241) IE OUi: H O X " r v TAX LOT 901 U a o m o m o � o N r N aV � a x � X r 4 I 5--- 6 -- _—� 23RD STREET UTILITY CONSTRUCTION NOTES 445-51-6 INSTALL 6" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-51-8 INSTALL 8" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-51-10 INSTALL 10" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-52-10 INSTALL 10" STORM PIPE, PVC D3034, CLASS "B' BACKFILL 445-52-12 INSTALL 12" STORM PIPE, PVC D3034, CLASS "B" BACKFILL 445-W-2 INSTALL 2" WATER PIPE, PVC, CLASS "B" BACKFILL 445-001-6 INSTALL 6" WASTEWATER PIPE, PVC D3034, CLASS "B" BACKFILL 470 -AD -12 INSTALL 12" AREA DRAIN 470 -BF -8 INSTALL 8" BACKFLOW PREVENTER 470 -CB INSTALL OIL/WATER SEPARATOR INLET PER DETAIL HEREON 470 -CO -6 INSTALL 6" CLEANOUT 470-P01 INSTALL PLANTER OVERFLOW INLET PER DETAIL ON SHEET 4 470 -RR -6 INSTALL 5' X 5' X 1' RIP RAP APRON, 6" OPEN ROCK 470 -RR -12 INSTALL 5' X 5' X 1' RIP RAP APRON, 12" OPEN ROCK 470-WM-2 INSTALL 2" WATER METER. SUB WATER TO CONFIRM METER LOCATION. 490 -PH POTHOLE AND VERIFY EXISTING UTILITY DEPTH AND LOCATION PRIOR TO CONSTRUCTION 490 -CP CONNECT TO EXISTING PIPE 490 -ST CONNECT TO EXISTING STRUCTURE 490 -W -CP CONNECT TO EXISTING WATER LINE V STREET OAARRAGE 445 -WI -6 "" -1O 1 L cvu-cv l 471-00-6 46580 IE I 51-12 465731E 470 -Pot -6 -861 IF / 470 -CB 445 -Si -6 -4r>�s1-nr PROPOSED �Nl 1.501E 4 R-6 _ — C — E"-NMTER II EX SAN MH / RIM: 469.34 I� IE 1 31 (12- gN) OUT1 I 7 I I I I 9 o m I o N Proposed Northwood Christian Church 9,155 SF FF=470.20 F11011 Sdpd/ MM* S*W �a 8 I I I EX SAN MH RIM: 468.81 l i I I I IE IN: 462.25 (6"N) HE IN: 462.04 (8"E) IcJ '"CONFIRMED TO BE LONER THAN OUP* 1 IE 001: 46215 (8'W) I I I o^ o ro m o I 11 I I I I I of x ¢ ¢ � r ~ o X x �a 23RD STREET UTILITY CONSTRUCTION NOTES 445-51-6 INSTALL 6" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-51-8 INSTALL 8" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-51-10 INSTALL 10" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-52-10 INSTALL 10" STORM PIPE, PVC D3034, CLASS "B' BACKFILL 445-52-12 INSTALL 12" STORM PIPE, PVC D3034, CLASS "B" BACKFILL 445-W-2 INSTALL 2" WATER PIPE, PVC, CLASS "B" BACKFILL 445-001-6 INSTALL 6" WASTEWATER PIPE, PVC D3034, CLASS "B" BACKFILL 470 -AD -12 INSTALL 12" AREA DRAIN 470 -BF -8 INSTALL 8" BACKFLOW PREVENTER 470 -CB INSTALL OIL/WATER SEPARATOR INLET PER DETAIL HEREON 470 -CO -6 INSTALL 6" CLEANOUT 470-P01 INSTALL PLANTER OVERFLOW INLET PER DETAIL ON SHEET 4 470 -RR -6 INSTALL 5' X 5' X 1' RIP RAP APRON, 6" OPEN ROCK 470 -RR -12 INSTALL 5' X 5' X 1' RIP RAP APRON, 12" OPEN ROCK 470-WM-2 INSTALL 2" WATER METER. SUB WATER TO CONFIRM METER LOCATION. 490 -PH POTHOLE AND VERIFY EXISTING UTILITY DEPTH AND LOCATION PRIOR TO CONSTRUCTION 490 -CP CONNECT TO EXISTING PIPE 490 -ST CONNECT TO EXISTING STRUCTURE 490 -W -CP CONNECT TO EXISTING WATER LINE V STREET OAARRAGE 445 -WI -6 "" -1O 1 L cvu-cv l 471-00-6 46580 IE I 51-12 465731E 470 -Pot -6 -861 IF / 470 -CB 445 -Si -6 -4r>�s1-nr PROPOSED �Nl 1.501E 4 R-6 _ — C — E"-NMTER II EX SAN MH / RIM: 469.34 I� IE 1 31 (12- gN) OUT1 I 7 I I I I 9 o m I o N Proposed Northwood Christian Church 9,155 SF FF=470.20 F11011 Sdpd/ MM* S*W �a 8 I I I EX SAN MH RIM: 468.81 l i I I I IE IN: 462.25 (6"N) HE IN: 462.04 (8"E) IcJ '"CONFIRMED TO BE LONER THAN OUP* 1 IE 001: 46215 (8'W) I f- 53 1/4 TOP VIEWS 4 2 1/2" X 2 1/2" X 3/16" SAND TRAP W/ HINGED LID � I 6" w O STIFFENER STIFFENER STIFFENER STIFFENER J TION • I 24 BOX FABRICATED FROM 10 GA. MAT. SECTION VIEWS GIBSON STEEL ,SANT) LOLL-L'CTOK GA7'G'H BASIN STATE APPROVED ASPHALT DIPPED I A. i U IX I f- 53 1/4 TOP VIEWS 4 2 1/2" X 2 1/2" X 3/16" SAND TRAP W/ HINGED LID � I 6" w O STIFFENER STIFFENER STIFFENER STIFFENER J TION • I 24 BOX FABRICATED FROM 10 GA. MAT. SECTION VIEWS GIBSON STEEL ,SANT) LOLL-L'CTOK GA7'G'H BASIN STATE APPROVED ASPHALT DIPPED I A. EX STM Cl RIM: 466.96 IE IN: 461.08 (36'E) IE OUT: 461.06 (36'W) TAX LOT TAX MAP 17. EX STM Cl / RIM: 466.39 E IN: 461.39 (2VE) IF OUT: 461.37 (2CW) SUMP: 461.24 TAX LOT 1100 TAX MAP 17.03.25AD - EX STM MH RIM: 466.24 HE IN: 459.01 (60'N) IE IN: 461.12 (24"E) IE OUT: 458.30 (60'W) �I TAX LOT 1300 TAX MAP 17.03.25AC EX STM Cl IRIM: 466.04 IF IN: 460.24 (36'E) IF OUT: 460.14 (36'N) SUMP. 457.54 TAX LOT 1200 TAX MAP 17.03.25AC i z m W Z U m Z p ¢ LLQ Z O 0 J MU \ M Z W U LU W u O ZZ K fn W W VN\� EXPIRES DEC. 31, 2021 SHEET 3 OF 4 U RE DRIVEWAY LL Z T- < U ^� EX SRI Cl RIM: 467.24 IF d 0 _j Z IN: 462.06 (241) IE OUi: O LL w 462.03 (24'00) v TAX LOT 901 U a TAX MAP 17.03S5AD F Z (D z o L= r n OR 0 O 3 �m U a o EX STM Cl RIM: 466.96 IE IN: 461.08 (36'E) IE OUT: 461.06 (36'W) TAX LOT TAX MAP 17. EX STM Cl / RIM: 466.39 E IN: 461.39 (2VE) IF OUT: 461.37 (2CW) SUMP: 461.24 TAX LOT 1100 TAX MAP 17.03.25AD - EX STM MH RIM: 466.24 HE IN: 459.01 (60'N) IE IN: 461.12 (24"E) IE OUT: 458.30 (60'W) �I TAX LOT 1300 TAX MAP 17.03.25AC EX STM Cl IRIM: 466.04 IF IN: 460.24 (36'E) IF OUT: 460.14 (36'N) SUMP. 457.54 TAX LOT 1200 TAX MAP 17.03.25AC i z m W Z U m Z p ¢ LLQ Z O 0 J MU \ M Z W U LU W u O ZZ K fn W W VN\� EXPIRES DEC. 31, 2021 SHEET 3 OF 4 CLASS 50 RIPRAP, TOP OF - ROCK BELOW PIPE INVERT. ROCK TO BE A MINIMUM OF 8" THICK BLOCK WALL POND BOTTOM RIP RAP APRON DETAIL NO SCALE E 1 465.25 F.L. 464.753 BOTTOM 24" OF TOP SOIL MIN. 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-507) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A CAREX OBNUPTA 4" POTS 689* EA JUNCUS PATENS 4" POTS 689* EA. * BASED ON ONE PLANT PER SQUARE FOOT WEST POND DETAIL NO SCALE ADJACENT BUILDING OR EDGE OF PLANT BED SPACING "D" ROW "A" SPACING "D" ROW "A" 3" O.C. 2.6" 18" O.C. 15.6" 6" O.C. 5.2" 24" O.C. 20.8" 9" O.C. 7.8" 30" O.C. 26.0" 12" O.C. 10.4" 36" O.C. 30.0" 15' O.C. 13.0" 4B" O.C. 41.5' GROUNDCOVER SPACING DIAGRAM NO SCALE CLASS 50 RIPRAP, TOP OF 467.4± TO 469.1± ROCK BELOW PIPE INVERT. TOP OF WALL ROCK TO BE A MINIMUM OF B" THICK POND BOTTOM WALL RIP RAP APRON DETAIL NO SCALE 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A CAREX OBNUPTA 4" POTS 1228* EA JUNCUS PATENS 4" POTS 1228* EA. * BASED ON ONE PLANT PER SQUARE FOOT SOUTH POND DETAIL Vegetation shall not become overgrown and shall be managed to include controlling noxious or invasive vegetation. At the end of the first year and again at the end of the 2 -year warranty period, all plants that do not survive must be replaced by developer. Establishment procedures, such as control of invasive weeds, animal and vandal damage, mulching, re -staking, watering, and mesh or tube protection replacement, shall be implemented to the extent needed to ensure plant survival by developer. Vegetation management after the warranty period is the responsibility of the property owner. NO SCALE CLASS 50 RIPRAP'TOP OF 469.53 ROCK BELOW PIPE INVERT. OF WALL ROCK TO BE A MINIMUM OF F 8" THICK 5' MIN. BLOCK WALL U) POND BOTTOM LUJ a RIP RAP APRON DETAIL NO SCALE 24" OF TOP SOIL MIN. 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-507) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A CAREX OBNUPTA 4" POTS 1000* EA w 'o JUNCUS PATENS 4" POTS 1000* EA. n a * BASED ON ONE PLANT PER SQUARE FOOT I a NORTH POND DETAIL NO SCALE U 0 >0 L.L 0 Z 0 z 0 0 Z O Z E0 R U) w I j o � VARIES F 2 466.00 F.L. Q 6" DIA. OPENING 465.51 BOTTOM C� W ui 24" OF TOP SOIL MIN. 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-507) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A CAREX OBNUPTA 4" POTS 1000* EA w 'o JUNCUS PATENS 4" POTS 1000* EA. n a * BASED ON ONE PLANT PER SQUARE FOOT I a NORTH POND DETAIL NO SCALE U 0 >0 L.L 0 Z 0 z 0 0 Z O Z E0 R U) w I j o � EXPIRES DEC. 31, 2021 SHEET 4 OF 4 Z Q C� W ui W QZ W Z5 3 v ZZ W m W Q LL J m0 n ui Cw w W% M W a 2 U c� W z F- a EXPIRES DEC. 31, 2021 SHEET 4 OF 4 5 J SITE SITE LIGHTING PLAN SCALE: 1" = 30'-0" 0 THIS PRINT IS THE PROPERTY OF BUILDER'S ELECTRIC, INC., FOR THE CONSTRUCTION OF THIS PROJECT. ANY USE BY OTHERS IS NOT ALLOWED. COPYRIGHT 2021 s Loo a /V♦♦ of a o' N W °° a 0�=5 `W - X —W LL mW d i N H N 9 N G N {ap a �m V r c'3— DATE 06/01/2021 REVISED - DRAWN MWF JOB # - ACAD FILE SCALE 1=1 SHEET E> IIIIIIII �, NOTE: � PROPOSED LANDSCAPE MATERIALS (TR�ES, SHRUBS,ANDGROUN DCOVER)INCLUE GLIST OF; GENtJ3, SPEC ES, COMMON NAME l l V Y QUANTITY, SIZE AND SPACING TO BE IN LUDED V STREET PARKING INTERIOR AND F U-1 DRIVEWAY LANDSCAPE TO � PERIMETER TO 8� rn 4.4-105(F) MINIMUM STD �www � ww ww wr/ ww ww ww ww ww ww SDC 4.4-105(F) MINIMUM STD i �\ ❑ a PROPOSED STREE TREES 14 I o PROPOSED STREET TREES (24) _y. - -- n5 � as as °5 � °5 ° Ili II ill�ll-- + + as W + + + + + + + ++ •+ +1 +• + +•+ + DRIVEWAY LANDSCAPE TO NOTE: SMALLTREES NTERIORISLAND ANDSCA ±�� ° • ..+ � - PARKING INTERIOR AND + 4.4-105(F) MINIMUM STD SHOWN IN SEVVER TO SDC 4.4-105(F) MI UM fb / PERIMETER TO SDC + EASEMENT 10'-0 �3� / PARKI GSETBACK +*}- _ 4.4-105(F) MINIMUM STD / T-0" A ( ) III \ + * + + + _ _ + + ++ + I LANDSCAPE[ r AF `3 � 9 9 @ + + �.. ++++ ++ n n. Trn Y IIIIIIII ++++++++++++++++++++++ ,++ ++++++++++. ♦ t + + + + + + + + + + + + + + + + + + + + - 1111111 + + + + + + + + + + + + + + + + + + �+�+ + + + + + + + + + + + .... + + + + + + + + + + + + + + + + + + + + + + + + + + + + INTERIOR ISLAND LANDSCAPE + . N II II \ +++++++++++ +++++++++ ++ +++++++ +++++++ + + + + + TO SDC 4.4-105(F) MINIMUM STD } I I I UNDISTURBED AREASA TO BE RESEEDED „ & ,-`+ + + + +++++++ ' +++ AND MAINTAINED AS M ED LAWN ++ ++++++++ +�+ IIII IIII + 1++ + + + - ++ +++ III II }+}� +}+ +}+} I / IIII IIIIIIII / Proposed VIII II f \ Northwood Christian I x ++ ' I I AMPHITHEATER + + . +®+ + III (SLOPINGLA�) Church I +++++ IIII I;' VIII 9,155 SF + + + \. - II I + +' ** VIII I II �� J as \ s ++++ q ++ II i ++++ *JHtt� *+*,* -.. ,. F1A7VAORK + + i IiIII I I\V�Eo + +++ + a IIII V // + + + j_ as IIII IIII II � ++++ + LAWN �t ,tat o � _� —.i • ro EX SAN MH III I I I 1 COVERED GARAGE III ��II ISI 5 F + T1 � ,o v v .. L "` 4 ........ SWIF W r ��/moi i --UNDISTURBED AREAS ARE TO BE \\ ARES€EDED-AN9-M INED AS MOWED LAWN 464= — �\ \� " 1_ � S ESA MAINTAIN AS — _-- 77 -- ------_—_-- —_ _—� �/ MOWED LA + + } + + ++ + + ++ + + + + + + REQUIREMENTS PLANTING NOTES * PARKING INT ORT7'-0"MIN LA SCAF 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. - ;, SDC 4.4-105( )MINIMUM STD * PARKING PER SDC 4.4-105101: UNLESS OTHERWISE SPECIFIED IN THIS CODE, THE FOLLOWING r AREAS OF A LOT/PARCEL SHALL BE LANDSCAPED: ++ *+}+ 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE } } } } 1. ALL REWIRED SETBACK AREAS AND ANYADDITIONAL PLANTING AREAS AS ++. IRRIGATION SYSTEM AS INSTALLED. + SPECIFIED IN THE APPROPRIATE ZONING - Y (Future) S � + + + 2. PARKING LOT PLANTING AREAS ( ! + + + + *+- 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR / High Schodl + + 111 SDC 4.4-1051E1: AT LEAST 85 PERCENT OF EACH REQUIRED PLANTING AREA SHALL TO THE EXECUTION OF THE WORK. /I t r Middle Stllod ** *—'�* * ** * * *—°- * ++i BE COVERED WITH LIVING PLANT MATERIALS WITH IN 5 YEARS OF THE DATE OF y + + * * * * * * * * * * * * * * * * * * *+* + + INSTAL TION. THE LIVING PLANT MATERIALS SHALL BE DISTRIBUTED 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. -. ` - + + „ THROUGHOUT THE REWIRED PLANTING AREA. THE PLANTING ACCEPTABLE PER REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT 1,000 SQUARE FEET OF REQUIRED PLANTING AREA IS AS FOLLOWS: CONTRACTOR'S EXPENSE AND N A MANNER APPROVED BY THE GENERAL CONTRACTOR. O c { \ 1. ATA MINIMUM,2TREES NOT LESS THAN B'IN HEIGHT THAT ARE AT LEAST2 � 13 -; t � J-.- y � \ + INCHES IN CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOT BALL); AND S. THERE ARE NO TREES, PUBLIC OR PRIVATE, AT THE CURRENT TIME. SEE SITE ASSESSMENT OF EXISTING CONDITION. 1. NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. PROPOSED LAM - .I PROPOSED STORMWATER 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAM AND PLANT BED AREAS �J - -`^"� "^` �� �•-� f } '�`" ^�^` - �" -- - INDEX ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND PLANTING DEVICES, AS WELL AS DRIPLINE. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND INTERIOR PARKING ISLANDS: OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PAVED AREA 97,031 SF `'"''-= ^' `-' REQ'D ISLAND LANDSCAPE (5%) 4,852 SF ""� PROPOSED 5,732 SIF (5.9%) 3. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION PER REVISION LANDSCAPE ARCHITECT& OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW 2. TEN SHRUBS, 5 GALLONS OR LARGER. PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER PARKING LANDSCAPE AREAS 4,852 SF LANDSCAPE ARCHITECT& OWNER), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD v PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SAM \ "'"""" '"' •' ..''^ "'•` (CARSON OR APPROVED). ON w Q 3. LAA N AND/OR GROUNDCOVER MAYBE SUBSTITUTED FOR TREES OR 8. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE PLANTING SITE PLAN REVIEW SNELT NO L100 ® ACEa' 90Mc eC I14VCC M.-coh -AS5ID20 I SHRUBBERY, UNLESS REQUIRED FOR SCREENING MEN THERE AREA SCHEDULE AND DETAILS SHEET. / / - ) ADEQUATE PROVISIONS FOR ONGOING MAINTENANCE. _ -,' _ SHALL INCLUDE LEASTSOO INCHESINCPARKLIPERTHATM MEETS REEST DARDSANOPY TREE AT LEAST 21NCHES IN CALIPER THAT MEETS CITU STREET TREE STANDARDS AS LEGEND IRRIGATION SYSTEM NOTES PLANTING AREA CALCULATIONS PERMITTED BY THE CITY'S ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL AT LEAST 4 SHRUBS, 5 -GALLON OR LARGER, FOR EACH 100 SQUARE FEET OF PLANTING AREA. SHRUBBERY THAT ABUTS PUBLIC RIGHT -OF -WAV OR THAT IS PLACED IN THE INTERIOR OF ANY PARKING LOT SHALL GENERALLY NOT EXCEED 2-1/2 FEET IN HEIGHT AT MATURITY. PARKING LOT PLANTING AREAS SHALL INCLUDE' L PARKING AND DRIVEWAY SETBACK AREAS AS SPECIFIED IN THE APPLICABLE ZONING DISTICT; AND 5 PERCENTOF THE INTERIOR OFA PARKING LOT, EXCLUSIVE OFANV REQUIRED PARKING SETBACKS, SETBACKS, IF24 OR MORE PARKING SPACES ARE 8 LOCATED BETWEEN THE STREET SIDE OF A BUILDING AND AN ARTERIAL OR COLLECTOR STREET, AND ARE VISIBLE FROM ANY STREET. 8. N 2 6 a N a a 8 • PROPOSED TREES 0 PROPOSED LANDSCAPE AREA 1. NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. PROPOSED LAM - .I PROPOSED STORMWATER 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAM AND PLANT BED AREAS �J INDICATED ON THE PLAN. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO TREATMENT FACILITY DRIVEWAY LANDSCAPE • •BUIL �1JIP11�1J•1�1�AY.• t 1II LAND USE REVIEW SET THIS DRAWING IS NOT FOR SCALE =30 0 CONSTRUCTION 04-13-2021 0 15' 30' 60' i' 1. NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. LANDSCAPING: Phone: 541-344-3332 REQUIRED: STANDARD: 15%OFSITE 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAM AND PLANT BED AREAS RESULT: SITE: 355,014 SF INDICATED ON THE PLAN. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO REO'D 53,252 SF (15% OF SITE) UNPLANTED OR UNDISTURBED AREAS. IRRIGATION TO BE AUTOMATIC ELECTRIC PROPOSED: 191,188 SF (54%OF SITE) SOLENOID CONTROLLED SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE INDEX ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND PLANTING DEVICES, AS WELL AS DRIPLINE. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND INTERIOR PARKING ISLANDS: OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PAVED AREA 97,031 SF PLANTS WHILE MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. REQ'D ISLAND LANDSCAPE (5%) 4,852 SF ja, cros PROPOSED 5,732 SIF (5.9%) 3. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION PER REVISION LANDSCAPE ARCHITECT& OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW PARKING AREA TREES: PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER PARKING LANDSCAPE AREAS 4,852 SF LANDSCAPE ARCHITECT& OWNER), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD REQ'D 1 TREE PER 100 SF 48 PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SAM PROVIDED 48 SERIES OR APPROVED), DRIPLINE (RAINBIRD XFS-06-12 OR APPROVED) AND/OR APPROVED ROTOR HEADS. ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). ON w Q DRIVEWAY LANDSCAPE • •BUIL �1JIP11�1J•1�1�AY.• t 1II LAND USE REVIEW SET THIS DRAWING IS NOT FOR SCALE =30 0 CONSTRUCTION 04-13-2021 0 15' 30' 60' i' 380 Lincoln Shred Eugene, Oregon 97401 Phone: 541-344-3332 Fac: 541-344-1597 ..arboreoufh.c. PROJECT Northwood Christian Church Marcola Road Springfield, OR INDEX CONCEPTUAL PLANTING PLAN JOB NO 2039 DATE 13 APRIL 21 DRAWN BY ja, cros CHECKED BY JA REVISION S TES, -N 1 10 G � � r JO RSON ON w Q 13-19 d Q SITE PLAN REVIEW SNELT NO L100 ® ACEa' 90Mc eC I14VCC M.-coh -AS5ID20 I