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HomeMy WebLinkAboutPlan, Final APPLICANT 12/22/2021�' •• • -..: ► • r•. ' 72 _O„ 72'-O" 32'-0" 172-0„ • (8) �'-o' (8) (:g) -9'-o° o- [DRIVEWAY""' (8) 0 o -o„ l � I 72' 0 dV le32'-O"do goit 42,-0" 14-0" loop VICINITY MAP SCALE: 1" =100' al O (Future Church Building)_ 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 Fag: 541-344-1597 www.aiborsouth.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR SITE PLAN JOB NO 0520 DATE 16 December 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W. CHECKED BY Bill, Dan iazuy a EP L/A N R v I W "ANGOLA ROAD $ V STREET, SPRINGFIELD, OR 3G)' 17-03-25 11-02300 SHEET INDEX VEHICLE PARKING GALGULATIONS PER SDG 4.00-125, TABLE 4.0-2 BUILDING AREA 47,5-96 SQ FT PRIMARY ASSEMBLY 10,130 SQ FT ALL OTHERS 37,40605 SQ FT BICYCLE PARKING GALGULATIONS PER SDG 4.ro-155, TABLE 4.00-3 BUILDING AREA 47,5-9r0 SQ FT PRIMARY ASSEMBLY 10,130 SQ FT ALL OTHERS 37,406 SQ Fl- NUMBER T NUMBER OF REQ. SPACES 355,100 SQ FT NUMBER OF REQ. SPACES PRIMARY ASSEMBLY 1:100 100 1:20 SEATS SANCTUARY ALL OTHERS 1:200 184 (700 SEATS PROPOSED) TOTAL 284 (119/0) GARAGE 1,730 SQ FT ALL SHORT TERM TRANSIT REDUCTION 15961 42 (50961 OF SPACES OVER 10 SIDEWALKS/PATIOS 11,843 SQ FT MUST BE SHELTERED PER NET REQUIRED 242 SDG 4.0-145-D -13 SPACES) ACTUAL NUMBER PROVIDED 270" > 242 TOTAL PROVIDED SHELTERED 200 ON MAIN SITE, 3-9 ON WEST SIDE OF DITCH PLUS 40 SHAPED SPACES WITH NEIGHBORING PROPERTY 35 AREAS AND COVERAGES ENTIRE SITE AREA 355,100 SQ FT (1009/0) aro = 30 ENTIRE SITE AREA APPROX. 438 FT X 888 FT BUILDING COVERAGE 3-9,323 SQ FT (1190/) MAIN FACILITY 3-9,323 SQ FT (119/0) GARAGE 1,730 SQ FT (<1%) PARKING AREAS -97,031 SQ FT (275166) SIDEWALKS/PATIOS 11,843 SQ FT (3961) PLAYGROUND 3,455 SQ FT 01%) AMPHITHEATER 7,587 SQ FT (2°/a) PICNIC AREA 3,240 SQ FT (1%) OPEN SPACE 101,108 SQ FT (54961) AREAS AND COVERAGES aro = 30 ENTIRE SITE AREA 355,100 SQ FT (10090/) 105 > 13 BUILDING GOVEPAGE 3-9,323 SQ FT (1190/) IMPERVIOUS AREAS 108,874 SQ FT (319/0) PERVIOUS AREAS 2005,2053 SQ FT (58%) A01 SITE PLAN A02 FIRST FLOOR PLAN A03 5EGOND FLOOR PLAN A04 FAST $ SOUTH ELEVATIONS A05 NORTH $ WEST ELEVATIONS A06 ENLARGED AMPHITHEATER A07 TRASH ENCLOSURE, GARAGE $ PEDESTRIAN BRIDGE L10O CONCEPTUAL PLANTING PLAN I The Satre Group E01 SITE LIGHTING I Builders Electric, Inc. C1 SITE ASSESSMENT PLAN I Favreau Group C2 GRADING PLAN I Favreau Group G3 UTILITY PLAN I Favreau Group G4 CIVIL DETAILS I Favreau Group SHEET NO A01 © Arbor South Architecture, PC Northwood Christian Church - 0520 r----------- I FIRST FLOOR SCALE: 1/10It = 1,_0„ PLAN 1 1/10 11 ie x158 MAN a APTS RY PIANO 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 Fax: 541-344-1597 www.arborsouth.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX FIRST FLOOR PLAN JOB NO 0520 DATE 16 December 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W CHECKED BY Bill, Dan REVISION MjW NU W MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO mix © Arbor South Architecture, PC Northwood Christian Church - 0520 EGO N D FLOOR PLAN 1 1/10 11 %L) SCALE: 1/16" = 11-011 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 Fag: 541-344-1597 www.arborsouth.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX SECOND FLOOR PLAN JOB NO 0520 DATE 16 December 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W CHECKED BY Bill, Dan REVISION H. L S ;OF avae- MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A03 © Arbor South Architecture, PC Northwood Christian Church - 0520 r,A r-- bA rn rn A k it tn ....... �t- EAST ELEVATION SCALE: 3/32" = 11—on A K It— r*15 1-1% 1-11% r-- 1-1—ii--T-r-kA -./ I %- 1 111-- V L-1 NL--L-r— GOLUI IN BASE AND RAISEDPLANTER . —11 '�Nlf If COMPOSITE SIDING FROM SANCTUARY BALCONY SOUTH ELEVATION ,ALE: 3/32" = 11-011 'Y 2APET IT :IET F.E. TYR :)FT F.E. TYR 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 Fax: 541-3441597 www.arborsouth.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX EAST & SOUTH ELEVATIONS JOB NO 0520 DATE 16 December 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W CHECKED BY BM,, Dan REVISION 4 OF my MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A04 0 Arbor South Architecture, PC Northwood Christian Church - 0520 I­ WEST E L E V A T I O N SCALE: 3/32" 12,1 IF F COMPOSITE SIDING NO2TH ELEVATION SCALE: 3/32" +33'7'T.O. -SANCTUARY ROOF mk +220-8" T.Q. FELLOWSHIP HALL ROOF +27-2" B.O. UPPER FLAT ROOF SHEATHING OL +10-ro" T.O. TYP. PARAPET T OL +13'-0" UPPER FLOOR F.F.E. T +0'-0" WQW HEADER, TYP. ±0" MAIN FLOOR F.F.E. EL 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 Fax: 541-344-1597 www.arborsouth.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX NORTH & WEST ELEVATIONS JOB NO 0520 DATE 16 December 2021 DRAWN BY Bill, Chelsey, Jordan, Steve,, Ryan W CHECKED BY Bill, Dan REVISION AHu OF 0 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A05 (0 Arbor South Architecture, PC Northwood Christian Church - 0520 ENLARGED PLAN SG/AL-E: 1" = 10' 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 Fag: 541-344.1597 www.arborsouth.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX ENLARGED AMPHITHEATE R JOB NO 0520 DATE 16 December 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W. CHECKED BY Bill, Dan REVISION LIA 0 '91. QEF fivy MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO 0 Arbor South Architecture, PC Northwood Christian Church - 0520 LINK FENCEP')I WITH SLATS III :ETE E DUMPSTER UM P S T ER IcD SCALE: 1/4" 1'-0" 1/8" V-011 E DUMPSTER BRIDGE PLAN SCALE: 114" = 1'-0" 1/8" 1'-0" GARAGE FLOOR PLAN SCALE' 7/8" = 1'-0" PEE) BRIDGE FROM SOUTH SCALE: 1/4" = 7'-0" 12 2 SPM ROOF TO MATGH MAIN BUILDING GMU WALLS, STACKED BOND, NATURAL FINISH N DUMPSTER BRIDGE PLAN SCALE: 1/4" = 1'-0" 1/8" 1'-0" W DUMPSTER BRIDGE PLAN SCALE: SCALE: 114" = 1/8" 1'-0" 1'-0" S DUMPSTER BRIDGE PLAN SCALE: 1/4" = 1'-0" 1/8" = E GARAGE SCALE- 1/8" = 1'-0" PIERCE DITCH W GARAGE PEE) BRIDGE PLAN SCALE: 1/8" = 1'-0" N GARAGE SCALE: 1/8" = 1'-0" A S GARAGE SCALE: 1/8" = 1'-0° 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 Fag: 541-344-1597 www arborsouth.corn PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX TRASH ENCLOSURE, GARAGE & PEDESTRIAN BRIDGE JOB NO 0520 DATE 16 December 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W CHECKED BY Bill, Dan REVISION DJKIW R 9OF MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECT'S SHEET NO Mob © Arbor South Architecture, PC Northwood Christian Church - 0520 Eli r T L o i CD z� tea; J J � CD i Cl f ±;= L� ( SCALE V = 30' - 0" (Y 15' 30' 60' LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-16-2021 11 PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. Cl- 2. MAKE MINOR t-- 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. a 0 23RD r T L o i CD z� tea; J J � CD i Cl f ±;= L� ( SCALE V = 30' - 0" (Y 15' 30' 60' LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-16-2021 11 i� 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 Fax 541-344-1597 Www.arborsouth.com PROJECT Northwood Christian Church Marcola Road Springfield, OR INDEX PLANTING PLAN JOB NO 2039 DATE 16 DECEMBER 21 DRAWN BY ja, cros CHECKED BY JA REVISION G S Tk� 10 ..� JO C. ANDERSON OREGON U 8-13-19 FINAL SITE REVIEW SHEET NO L100 ■ c Arbor South Architecture, PC NWCC I Marmla- 0520 PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. 5. TREES IN PIERCE DITCH ARE ARE TO BE ADDRESSED AS PART OF A PUBLIC IMPROVEMENTS PLAN. OUTSIDE PIERCE DITCH, THERE ARE NO TREES ON SITE, PUBLIC OR PRIVATE, AT THE CURRENT TIME. SEE SITE ASSESSMENT OF EXISTING CONDITION. 6. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE PLANTING SCHEDULE AND DETAILS SHEET. IRRIGATION SYSTEM NOTES 1. NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAWN AND PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO UNPLANTED OR UNDISTURBED AREAS. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND DEVICES, AS WELL AS DRIPLINE. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. 3. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION PER LANDSCAPE ARCHITECT 8 OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER LANDSCAPE ARCHITECT ,& OWNER), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PES -PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SAM SERIES OR APPROVED), DRIPLINE (RAINBIRD XF84)6-12 OR APPROVED) AND/OR APPROVED ROTOR HEADS. ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). PLANTING AREA CALCULATIONS LANDSCAPING REQUIRED: STANDARD: 15% OF SITE RESULT: SITE: 355,014 SF REQ'D 53,252 SF (15% OF SITE) PROPOSED: 190,000 SF (46"A OF SITE) INTERIOR PARKING ISLANDS: MAIN LOT 80,753 SF REQ'D ISLAND LANDSCAPE 4,038 SF PROPOSED 5,238 SF FUTURE BUILDING LOT 18,055 SF RE= 1,730 SF PROPOSED 3,200 SF PARKING AREA TREES: MAIN LOT (LANDSCAPED) 4,038 SF REQ'D 1 TREE PER 100 SF 40 PROVIDED 40 FUTURE BUILDING LOT (LANDSCAPED) 902 SF REQ'D 1 TREE PER 100 SF 9 PROVIDED 9 MASTER PLANT LIST PLANT SCHEDULE TREES BOTANICAL NAME COM ON NAME SIZE QTY ACE FIR AGER PALMATUM'FIREGLOW FIREGLOWJAPANESE MAPLE 6' HT. 2 ACE AMS ACER X FREEMANII 'ARMSTRONG ARMSTRONG FREEMAN MAPLE 2" CAL. 9 CAR FST CARPINUS BETULUS'FASTIGIATA' PYRAMIDAL EUROPEAN HORNBEAN 2" CAL. 24 CEL OCC CELTIS OCCIDENTALIS COMMON HACKBERRY 2" CAL. 20 CER JAP CERCIDIPHYLLUM JAPONICUM KATSURATREE 2" CAL. 21 CER EAS CERCIS CANADENSIS EASTERN REDBUD MULTI -TRUNK 2" CAL. 8 NYS SYL NYSSA SYLVATICA BLACK TUPELO 2" CAL. 2 RHA PER RHAMNUS PURSHIANA CASCARA 2" CAL. 9 EVERGREEN TREES BOTANICAL NAME COMMON NAME SIZE QTY CED DEO CEDRUS DEODARA DEODAR CEDAR 6' HT. 7— SHRUBS SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY BUX GRG BUXUS X'GREEN GEM' GREEN GEM BOXWOOD 3GAL 16 CAL SIL CALLUNA VULGARIS'SILVER KNIGHT' SILVER KNIGHT HEATHER 3 GAL. 12 CIS NXS CISTUS X'BENNETTS WHITE BENNETT'S WHITE ROCK ROSE 3GAL 96 COR KEL CORNUS STOLONIFERA'KELSEYI' KELSEY REDTWIG DOGWOOD 1 GAL 37 COR PAU CORYLOPSIS PAUCIFLORA WINTER HAZEL 15 GAL 1 EUO MPH EUONYMUS JAPONICUS'MICROPHYLWS' BOXLEAF EUNONYMUS 1 GAL. 10 LAV AAR LAVANDULA ANGUSTIFOLIA'NIKO' TM PHENOMENAL ENGLISH LAVENDER 3 GAL. 44 LON P12 LONICERA PILEATA PRIVET HONEYSUCKLE 3 GAL. 47 NAN GUL NANDINA DOMESTICA'GULF STREAM' TM GULF STREAM HEAVENLY BAMBOO 3GAL 92 NAN LE7 NANDINA DOMESTICA'LEMON LIME LEMON LIME NANDINA 3GAL 3 PER LIT PEROVSKIA ATRIPLICIFOLIA'LITTLE SPIRE LITTLE SPIRE RUSSIAN SAGE 1 GAL. 3 RHOARW RHODODENDRON X'ANNA ROSE WHITNEY' ANNA ROSE WHITNEY RHODODENDRON 5 GAL 2 RHO CH7 RHODODENDRON X CHIONOIDES CHIONOIDES RHODODENDRON 3GAL 1 ROS 378 ROSA X'RADRAZT TM KNOCK OUT SHRUB ROSE 3GAL 7 ROS RW -I ROSA X'RADWHITE TM WHITE KNOCK OUT ROSE 3 GAL 4 SAL PUR SALIX PURPUREA *NANA' DWARF ARCTIC WILLOW 3GAL 25 SAL COM SALVIA OFFICINALIS'PURPURASCENS' PURPLE COMMON SAGE 1 GAL. 2 SAR CON SARCOCOCCA CONFUSA SWEETBOX 3GAL 12 SPI CAR SPIRAEA X BUMALDA'MAGIC CARPET SPIREA 3 GAL. 41 VAC OVA VACCINUM OVATUM EVERGREEN HUCKLEBERRY 3 GAL. 8 VIB DAV VIBURNUM DAVIDII DAVIDVIBURNUM 3GAL 50 BULBS BOTANICAL NAME COMMON NAME SIZE QTY IRI RUF IRIS SIBIRICA'RUFFLEDVELVET' RUFFLED VELVET SIBERIAN IRIS 1 GAL. 6 FERNS BOTANICAL NAME COMMON NAME SIZE QTY BLE SPI BLECHNUM SPICANT DEER FERN 3 GAL. 20 GRASSES BOTANICAL NAME COMMON NAME SIZE QTY CAR BGL CARER ELATA' BOWLES GOLDEN' BOWLES GOLDEN SEDGE 1 GAL. 84 HAK ALL HAKONECHLOA MACRA'ALL GOLD' ALL GOLD JAPANESE FOREST GRASS 1 GAL 31 HEL SEM HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL 50 MIS MOR MISCANTHUS SINENSIS'MORNING LIGHT MORNING LIGHT EULALIA GRASS 1 GAL. 15 PAN HEA PANICUM VIRGATUM'HEAVY METAL' HEAVY METAL SWITCH GRASS 1 GAL 32 SCH SCO SCHIZACHYRWM SCOPARIUM'THE BLUES' THE BLUES LITTLE BLUESTEM 1 GAL 45 LOW GROWING BOTANICAL NAME COMMON NAME SIZE QTY BER WHI BERGENIA X'BRESSINGHAM WHITE' BRESSINGHAM WHITE BERGENIA 1 GAL 102 CIS PRO CISTUS SALVIIFOLIUS'PROSTRATUS' SAGELEAF ROCKROSE 1 GAL 68 MAH REP MAHONIA REPENS CREEPING MAHONIA 1 GAL 90 AZAHCM RHODODENDRON X'HINO-CRIMSON' HINO-CRIMSONKURUMEAZALEA 3GAL 18 PERENNIALS BOTANICAL NAME COMMON NAME SIZE QTY AST BRI ASTILBE X ARENDSII'BRIDAL VOU BRIDAL VEIL ASTILBE 1GAL 3 DEU NIK DEUTZIA GRACILIS'NIKKO' SLENDER DEUTZIA 1 GAL. 18 HEM MAR HEMEROCALLIS X'MARY TODD' MARY TODD DAYLILY 1 GAL. 114 HEM R72 HEMEROCALLIS X'RUBY STELLA' RUBY STELLA DAYULY 1 GAL. 51 GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING CITY 7 .p. i CAR EVG CAREX MORROWII 'EVERGLOW TM EVERCOLOR EVERGLOW JAPANESE SEDGE 1 GAL. X'ox. 29 - LIR BIG URIOPE MUSCARI 'BIG BLUE BIG BLUE LILYTURF 1 GAL 24" o.c. 195 NEP WAL NEPETA X FAASSENII 'WALKERS LOW' WALKERS LOW CATMINT 1 GAL 36o.c- 6 SED C20 SEDUM TETRACTINUM VORAL REEF CORAL REEF SEDUM 4" 36" o c. 20 SODISEED CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY LAW SLD LAWN SEED LAWN SEED 52,403 SF LOWGROUNDCOVERS CODE BOTANICAL NAME COMMONNAME SIZE SPACING QTY ARC UVA ARCTOSTAPHYLOS WA-URSI KINNIKINNICK 1 GAL 36" o.c. 105 PAC TER PACHYSANDRA TERMINALIS JAPANESE SPURGE 1 GAL 24" ox. 8 RUBNIE RUBUS CALYCIIOIDES CREEPING BRAMBLE 1 GAL 36"o.c. 527 i� 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 Fax 541-344-1597 Www.arborsouth.com PROJECT Northwood Christian Church Marcola Road Springfield, OR INDEX PLANTING PLAN JOB NO 2039 DATE 16 DECEMBER 21 DRAWN BY ja, cros CHECKED BY JA REVISION G S Tk� 10 ..� JO C. 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NO. 89-11838 4Q 7.00' PUBLIC UTILITY EASEMENT PER PLAT OF "LOCH LOMOND TERRACE FIRST ADDITION" 13.20' SANITARY SEWER EASEMENT PER REEL 1564 DOC. NO. 89-11838 fl 13.00' DRAINAGE EASEMENT PER PLAT OF "NICOLE PARK" 7� 14.00' WATERLINE EASEMENT PER REEL 1755 INSTR. NO. 92-20133 8.00' PUBUC UTILITY EASEMENT PER PLAT OF "NICOLE PARK" 9 15.00' PUBLIC WATER EASEMENT PER DOC. NO. 2009-031683 1�0 14.00' SANITARY SEWER EASEMENT PER REEL 1935 INSTR. NO. 94-21981 10.00' X 30.00' SIGN EASEMENT PER DOC. NO. 94-29763 12 20.00' PUBLIC WATER EASEMENT PER DOC. NO. 2009-031683 TAX LOT 1800 TAX MAP 17.03.25AC EX SAN MH RIM: 468.81 IE IN: 46225 (6'N) IE IN: 462.04 (8"E) **CONFIRMED TO BE LOWER THAN OUT** IE OUT: 46215 (8'W) GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. EX STM Cil RIM: 465.94 l l 160 � LEGEND 1� I EXISTING MAJOR CONTOUR AND ELEVATION -- - --- -- -- EXISTING MINOR CONTOUR AND ELEVATION _ --EX. S.D. _ _ EXISTING STORM DRAIN EX. 8" W. W. 0 I f TAX MAP 17.03.25AD EXISTING WASTE WATER AND SIZE EX.- 8" W L1J CONCRETE f EXISTING WATER LINE AND SIZE - - - - -- - - - EXISTING TIME OF TRAVEL LINES - - - - - - - - - EXISTING SOIL LINE EXISTING FIRE HYDRANT - EXISTING STREET LIGHT 0 EXISTING WASTEWATER MANHOLE I A STM CI RIM: 467.24 IE EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT 462.03 (24'W) EXISTING EVERGREEN TREE I : TAX LOT 901 EXISTING CONIFER TREE TAX LOT 1800 TAX MAP 17.03.25AC EX SAN MH RIM: 468.81 IE IN: 46225 (6'N) IE IN: 462.04 (8"E) **CONFIRMED TO BE LOWER THAN OUT** IE OUT: 46215 (8'W) GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. EX STM Cil RIM: 465.94 l l 160 � C 1� I JI z TAX LOT 800 TAX LOT 1300 TAX MAP 17.03.25AC EX STM CI 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 o � � z _W w LL � CD ry _zo q,p n ry 0 I— m U a - (/Y �\/� � V 0 1 0 r,r) rr) 0 N f � 0 °- x x V_ N I d- I � N LLJ Q F_ Of Q 0 Ca 0 0 w w z Y U V) w w z 0 0 L=L U ` 0 z TAX LOT 800 0 I f TAX MAP 17.03.25AD L1J CONCRETE f z DRIVEWAY f w 1 � FS z ' �-- I A STM CI RIM: 467.24 IE CID I IN: 462.06 (24"E) IE OUT: 462.03 (24'W) u I : TAX LOT 901 � TAX MAP 17.03.25AD tt3 - Q Y EX STM CI RIM: 466.96 IE IN: 461.08 (36"E) IE OUT. 461.06 (36"W) SOIL 76 TAX LOT 1000 �-- EX STREET LIGHT (TYP) TAX MAP 17.03.25AD j- EX STM CI RIM: 466.39 IE IN: 461.39 (24"E) IE OUT: 461.37 (24'W) SUMP: 461.24 WELLHEAD ZONE 1 TAX LOT 1100 TAX MAP 17.03.25AD -- EX STM MH RIM: 466.24 IE IN: 459.01 (60"N) IE IN: 461.12 (24'E) IE OUT: 458.30 (60'W) TAX LOT 1300 TAX MAP 17.03.25AC EX STM CI 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 o � � z _W w LL � CD ry _zo q,p n ry 0 I— m U a - (/Y �\/� � V 0 1 0 r,r) rr) 0 N f � 0 °- x x V_ N I d- I � N LLJ Q F_ Of Q 0 Ca 0 0 w w z Y U V) w w z 0 0 L=L U ` 0 z Y 0 u� L1J Z z ' �-- • W> > -�\�ON_ di (y J. F A EXPIRES DEC. 31, 2021 SHEET 1 OF 4 TAX LOT 800 TAX MAP 17.03.25AD t -�..._ .'^•,sem - -, _. ... . _.. ,,,,. ..�,.. p - - - - TV 1.GJ IV IJ 8 759 W-4 EX STM Cl RIM: 467.24 IE 4$7.68 TC 759C H_ _ i _- i/'_� - _ _ - 467.22 TC ? .. 75 . C . iM r 759 DWY „ ... � = N 467.18 FL _ IN: 462 O6 24 E IE OUT- EX 466.72 FL 462.03 (24-W) 470.82 TC , ,_4 �. _ . , A . ; .._ .. r* 4 1.45 TC --- --- 759 C VH Y 470.32 FS N C . 6 y , 47 .55 `FG 474.49 TG' Z£ ,� _ _ _ , .:. y • S 759^= G==VH TA T 0 4 0.55 F X LO 1 47b.051FS ; F'L c ; 46 7 T - _ _ _ 759 CG . �F69.99 FS . 8 6 C 468.8 TC ; __ t. _ - _ --, �_ T I ; 4 , 8.47 TG; 468{ •--!` ; 469 8 T 4 9.43 TC S 4t;9.1fi TC _ _ I _ � 1 7;0.07 TG 469.55 G � 1 r' TAX MAP 17.03.25AD 411.114 C 471.13 G 26 F�. 4>18,34 FL 1 468 fib 470.64 FS 470.63 FS 470.58 TC 470.55 TC 469.57'FS 469.05 S 7.97 1 469.03 C F5 4x8.66; IF ;468,80 TG 8.76 C 468.39 TC; 1Z£ -� 470.08 FS 759- G 46$.98 TC 469.20" TC i 46 .48 fC 1 468:30 F� T 468.25 TC 467.01 470.05 FS 470.10 TC 469 T 468.98 S 469.411C 8.2tx FL ; +467.$9 M. 467,.69 C (;; ; ( 9.11 TC 468.48 FS --468:74_FS 4£9.53 TC :. r - •- ., _�46 .19 j 745-A2-4 469. TC 468 2 FS _ ; v - .. 468.91 FS 469.13 TC 759 -CG 467.75 FL t 469.60 FS 469.37 FS 8.61 FS 469.07 TG 469.12 TG _ _ 469.03 FS ._ . ;.._ , .- ; ..•• 468.98 TG 68.70 TC 471.80 TC 471.01 TC fig. TC 759' C-ONC 6 ,. ; : , - : . ' - 469.47 TC 468.63 FS 759 CG 7 9-G 471.78 TG 8. FS 467.99 TC 474.51 FS 470.92 TC 470.05 TC 469.87 TC 745-A2-4 468.57 FS _ y:.�1- : �; 468.48 FS ;; 49 469.76 469:51,TC FS ;Y-. Y ' :.•_ :: 468.97 FS 469.06 TC 468.20 FS 8.57 TC 468.30 TC 468.21 TC 467.88 TC 467.49 FL 69.1 l S 48 467.40kTC 471.30 FS 47128 FS , 470.42 FS 470.26 TC 469.55 F 469.37 FS 9.61 TC - ' - 468.56 FS 9.04 TC 468.67 TC 467.71 FL 467.38 FL 69.26 FS 469.97 TG : ' ` ' 469.51 TC S468.07 FS 4fi7.80 FL " 8 54 F5--LA466 9 ro S , 469.7 FS ; 469.56 TG' ? 9.11, FS i I 474.01 TC p . ::w- a (: �1�. `� S 2 4 468 i 7` FS 469.35 TG 4 I 472.21 TC 4 1.82, TC ; 469.81 G 1469.E 469.47 FS 46 .51 S ' 474.00 TC 469.74 TCa _mac 471.16 TC; �- - -, n, - 468.76 TC 467. 7 TG , 47y.94 TC ; i , , _ 469.54 TC - ----- ' 47132 FS 469.31 S i ; 1 ` 469.36 TC 68.85 FS 468.21 TC ------ ilk 470. 4 T < i l„ ; ; ,-�;. ,469. 0 FSE--, ; , 46:24 FS 471.71 FS _ ' -�, 467. 7 FL i > 474.60 FS ; 759 C X69. TC. 468.26 fS 467.71 FS - 47,0.44 ; FS Y a ; , ;: 1y 'ti t , = I "- - • .469.$4 F/yV s 4 9.04 FS 1 460.86 FS ` V y ` ' _ ..f _ J. i \:•; '`i 47©. i 5 T ' - `:, a v ; a ; 1 1 - Y'.- v - " i '4Ei9.06 FSI t``: I ---- I :N ---z. •, = 8_ 759 468.84 TG 468.1 TG 469.95. TC „` 9.55 TC'. - - _ 9:47 TC 468.34 FS 467.6 fS ; 47 TC , 2.12 - � X469. F .45� FS 3 Sr 9 V •Y 471.49 TC 471.27 TC 474.64 TG - .. .. 469.05; FS -- I 469.7 ::, v - :. 1 468.97S 468.72 TC r . 471.62 FS Y " 5 G 469.78 TG 1, •< • y • t 468.2 TC 1 ; " � .. _ _ .Y:�_. -,> .- - •.Y . it 11 470.99 FS 470.77 FS 470.14 FS 469.78 TG 469.78 TC S " " 6 467 F----------- 759 " • 469.25 •: 469.28 FS ".•-"--_ � � -`�- •' 'I : " . .' M'.- . 469.28 FS 468 22 FS 468.48 G 7 -G = ' 9.78 TC 46 . T59 -W-4 470.09 TC 469.78 TG FS Y_ ` �,_:. y` i . 469.30 TC 7 I t - -' _ _ _ 469 28 FS -- S . - 469.78 TG FS 469 28 FS . " '�' � 48.7.93 FC --------# ' 469.59 FS 469.79 •- . ; ,- , .. 469.29 S _ - • . 469.78 TC '-------- • F� _ 75 -CG 2 = : -r"- • • • '...� -. 759-W-4 - _ `tl' :.. a - 469.4468 Bt) - -- -- � � ; 1 r . V... 0 - - , - --- -- :'r i • . `` a: • " a r 468.94 FS 759 CG 759-C ------------ j Y 469.59 TC ;' _ 75 469 28 FS - - - 469.5� . •. 759-W-4 ��. 759-W 4 759-W-4 - a Q 472.27 FS TURF l: y ,� 469.09 FS - -- 469.0 759-C 468.69 468;45` C i ; o " Y r -__1-- w ti,' v 469.53 TG .. _ _ 468.93 -TC 4$'7:50-T 467.94 T :z '` 471.77 FS TURF - 4 TC _ < 468.98 fiC468.19._ _ 468.15 !FS } /� �+ d N 46 9 TG s • ... •. ' .Y 7250_5 ,.: = ' v: I g 469.03 FS 8.43 FS --- X8.41 TC 467.44 F 470.04 FS TURF 9. • S y _' • 0 FS C v 468.99 F 4 ------------- -- ----- -- 469.78 T 6$.49 TC 7.91 FS K, ,• 9,48 TG ' 469.28 FS 468.49 FS 467.87 -- Y : 468.98 FS 467.70 G ; -' a 759-W-4 9:84 : ":. Y y • 467.87 467.24 ;; _ . 469.87 TC y - _ : y ' _ x 469.37 FS �+ Y.... AMPHMEAT R 759-W-4 - ------ - 1��TH� !! -ry A�! a . I � - - • -• �RlS ! !I"Ihf 469.78 TC 468.49 TC .. '•v , '- ' . - ��If(�'.P. �Y � � , ( .... { LAU* %" 469.54 TC 9-C NC - 469.50 TC (�,�j �j� 469.28 FS ------ 468.49 FS ------- - -- -- - - 467.70 SEE ARCHITECT PLANS - 469.04 FS : 469.2 TG vi 1V�1�H 467.87 T ( ' -_ i FOR RETAINING WALL DETAILS 469.00�FS 469. 468. 2 FS 467 87 F _ __ l �`' 469.53 TC ; Y. 759=CQNG-6 467.20 L 1759 1-4 I �• - ---- 468 469 03 F - - - + _: S 13'98 TC N. 470.45 TW •.. �- " 469.78 TC - 468.63 ___461.91 FS 7:5ti-- �. _ : _ ' Y . " : 68.99 F5 LOT 1400 ! �.;Y 467.51 TURF Y^i y, _ :- • 7.45 TURF :;. _ , 46 4 TC `' -' ` ? "' 469.28 FS W 00 S 468.93 TC 467.94 G r• --- -- 468.43 FS 468.19_ - 468.65 TG 467.50 FS .P 17.03.25AA 46 FS==::_��. 759-W-4 468.15 F5 - -- 467.44 70.20 __ 759 -CG SEE ARCHITECT PLANS - _ :.� ----759-C _ _ X470;75 �° --- - -----r-w.1.- 759-W-4 TG -- - - ----------- ' 75 C :.`+ FOR STAGE DETAILS p " _ 759 CONC 6 - i0 PUE . _ - :Y 9,2 T • 469.43 TC I - � • - - • � ...,- _ _ •:: = 468 99 FS , . , _ - - - - --- ` 68 93 467 94 469.49 468.44 T Q ! '` �' • .. 469.49 TC 7 CG 1 68.71 f8 4 FS 470.04 FS TURF 470.45 TW 1•: �'. 1 1. 759 W-4 468.99 FS �- . 1 759-C �r - - - --- - - . - :v `:'� ;"� t 469.78 TC -------- - - - 467.45 TURF _ �=;l.A1"INC r -- - --- -- - -.0"- �. - ,. 468.74 TC- -- - ----------- '24 ` 46 ,' - y�.� y_- .•, `• : Y+'� •• V ir't y' _ _. r. �T• F 7 9 C 470.00 TC 468.03 TC .09 TC 75 VG 9• ~ • 9 28 FS468.38"iCi 469.50 S 468FS 467.53 FS _w :: _ '�s, . 68.9�_F5 --- :" .- _ „•, 7.88 F 467.51 T 469. =� • 759 -W -4----------- r4_7.01 w - -,,'._ +.. 46 . TC '• 'K 759 -W -4Y 46935 TC 8 :. SEE ARCHITECT PLANS -. ' 469.39 - " - - 467.61 FS o FOR RETAINING WALL DETAILS 470.45 FS -Y. ..4 `: - 1 FS FS -- -- 469.95 TG , , Y 9.87 TC 468:85 468:'34 FS _ w :. _ 468.89-� .. 4 {j- _ ..: .37; FS 468.61 TC = 48 759-W 4 7 006 _ 9 759=C I 469.24 FF " ` '�' M - Y .. .. 95 FS 759-C 467.40 _ ; N ; - 469.28 fiG Y ` ' - �` `." . "� 46950 F5 468.82 TG 468.11 FS „ ;.= T SEE ARCHITECT PLANS FOR _ 466.90 a 56 FS DUMPSTER AREA DETAILS _ 469.83 TC 468.78 FS 468.87 TC 4$8.32 FS ' 4f9.89 TG ' y'.' 469.33 FS 468.37 F 745-A2-4 467.51 TC ` 468.75 TC 9.60 FF == `. _ 467.01 FL ; , 4fi9.84 TC _ , y ' 759 -CON - .� S •; -y w 470.15 TC 469 39 F � _ _6 468.87 TG 759 CONC 468.25 FS 759- CG 46 .38 Tc I EX SAN MH y yN , ; , - .y _- : .• z'- -- - 474.15 FS 470.55 TC 468.37 FS • j 469.34 FS 469 TG T .• : ---------------------- RIM: 467.87 AREA " ; . -- -- _ 470.05 FS y' .63 759 -CG 468. C ' 466: "� - 759-C .V- V. _ : 469.13 'FS 48.06, FL_ (;1 IC IAI. AGO A4 A-) AIS I / -. - Arn -in -rn Ard CA Tn { , , 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 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 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. SED DETE a ( t 12 - _- ---- - 1050-17ENCE. PROPOSED STENTION POND 1050 -GATE 468.79 TC 468.85 TC 46 98 TC ---____.--468.35 FL .48 FS 468.7 TC 468.2 468-17 TC 468.22 S '468.17 FL 46. 46 .40 Yc _ 11 467.75 - 468.61 TC ' 468.11 FS `�,.,• 467:31 `:468.3 TC` 466.81 4a 47.82\, FS 759- 41 467.5$ TC 467.2 TC 467.00 FS 466.79 FS 759-C GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. EX STM Cl RIM: 466.96 IE IN: 461.08 (36"E) IE OUT: 461.06 (36" W) TAX LOT 1000 EX STREET LIGHT (TYP) TAX MAP 17.03.25AD EX STM Cl RIM: 466.39 IE IN: 461.39 (24"E) IE OUT: 461.37 (MV) SUMP: 461.24 TAX LOT 1100 TAX MAP 17.03.25AD EX STM MH RIM: 466.24 IE IN: 459.01 (60"N) IE IN: 461.12 (24"E) IE OUT: 458.30 (604) TAX LOT 1300 TAX MAP 17.03.25AC EX 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 q t- _( z W w Q z D_ - w Iz 0 LL 0 0 U � J �- m C) n ��`��D PRDF�3si �G 82 P O GO °Fc. �V/vYJ.FA EXPIRES DEC. 31, 2021 SHEET 2 OF 4 r- In N O ON 0 1 n x Q Q � � x Q I- ��`��D PRDF�3si �G 82 P O GO °Fc. �V/vYJ.FA EXPIRES DEC. 31, 2021 SHEET 2 OF 4 LOT 1400 AAP 17.03.25AA 23RD STREET UTILITY CONSTRUCTION NOTES 445-S1-6 INSTALL 6" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-S1-8 INSTALL 8" STORM PIPE, PVC C900, CLASS "B" BACKFILL (-4-45--S1-10 INSTALL 10" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-52-10 INSTALL 10" STORM PIPE, PVC D3034, CLASS "B" BACKFILL 445-S2-12 INSTALL 12" STORM PIPE, PVC D3034, CLASS "B" BACKFILL 445-W-2 INSTALL 2" WATER PIPE, PVC, CLASS "B" BACKFILL 445-W1-� INSTALL 6" WASTEWATER PIPE, PVC D3034, CLASS "B" BACKFILL 470--AD-6 INSTALL 6" AREA DRAIN (470 AD -12 INSTALL 12" AREA DRAIN 470 -BF -8 INSTALL 8" BACKFLOW PREVENTER 470 CR INSTALL OIL/WATER SEPARATOR INLET PER DETAIL HEREON 470-00-6 INSTALL 6" CLEANOUT 470 -LVL INSTALL LEVEL SPREADER 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. OBTAIN ENCROACHMENT PERMIT FROM CITY FOR WASTEWATER CONNECTION. 490 - ST CONNECT TO EXISTING STRUCTURE 490 -W -CP CONNECT TO EXISTING WATER LINE GRAPHIC SCALE 40 0 20 40 8.0 ( IN FEET ) 1 inch = 40 ft. 160 N 53 1/4" TOP VIE WS 42 1/2- X 2 1/2- X 3/16---\ SAND TRAP W/ HINGED LID �- 6" w o F.B.1 /4"X3" F.13.1 /4"X3" STIFFENER STIFFENER SOLID PLATE LID BIKE PROOF, HEAVY DUTY TRAFFIC GRATE, SUPPORTS AASHO H2O -S16-44 LOADIN r 4$° -I 24 SECTION VIEWS GIBSON STEEL, BOX FABRICATED FROM 10 GA. MAT. SAND COLLECTOR CATCH BASIN STATE APPROVED ASPHALT DIPPED EX STM CI RIM: 466.96 IE IN: 461.08 (36"E) IE OUT: 461.06 (361) TAX LOT EX STREET LIGHT (TYP) TAX MAP 17. EX STM CI RIM: 466.39 IE IN: 461.39 (24"E) IE OUT: 461.37 (24"W) SUMP: 461.24 TAX LOT 1100 TAX MAP 17.03.25AD EX STM MH RIM: 466.24 IE IN: 459.01 (60"N) IE IN: 461.12 (24"E) it niIT. ArzQ zn /sn"wN TAX LOT 1300 TAX MAP 17.03.25AC EX STM CI RIM: 466.04 IE IN: 460.24 (36"E) IE OUT: 460.14 (36"W) 0 WD. Aril Fd TAX LOT 1200 TAX MAP 17.03.25AC D F -- -I z _LJ ry LL I - z n n p n IY 0 U I-- m D U o - N I I z N ry 4 0 0 0 0 w w z 'le 0 c) (10 w w = 0 C) Z o �'c EXPIRES DEC. 31, 2021 SHEET 3 OF 4