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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/28/20231 2 3 4 5 Raberkwn Sherwood I Architects a 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541)342-8077 F (541)345-4302 D GG�G�_\ EXISTING TREES TO REMAIN EXISTING FENCE EXISTING SHED TRANSITION POINT FROM EXISTING TO NEW FENCING C ° I i r NEW PAVING o EXISTING BILLBOARD POLE TO REMAIN i NEW CURB NEW FENCE 0 / NEWPAVING j / REMOVE TREE SLOPEi i i P EXISTING BUILDING ° w H i ING y Z Z LU LU ' U EXISTING FENCE /i / 0 N N Z LU11 REA OF WORK O V LU Q NEW BICYCLE RACK NEW / INSTALLED WITH I CONCRETE STRIP $ ; NEW PAVED AREA. AREA OF WOR aI LUO O NEW ACCESSIBLE PARKING AND E%I B V V PROPERTY LINE T RAhP Q m W P.r- 6 AREA OFWORK - ' ^ O = LL - EXIT m ♦ NEW ACCESSIBLE ��-_ `� - " - - -�- - - - - � V e EXIT RAMP e e EXISTING N Z Q V SPACES CONCRETE NEW GATE- EXISTING CATCH j� ti ` �� TO REMAIN EXISTING UTO Z (� Q BASIN TO BE REPLACED / a CONCRETE //L 1L111 0 Z NOTE AREMOVLL PARKING STALLSND REPLACE INO EXISTING CATCH TO REMAIN ��� 7 SPACES � 9'-lP 4- EACH L U V O 00 WILL RELIEVE NEW STRIPING BASIN TO BE REPLACED — — — — — — — EXISTING Fm r / AND NEW CURB STOPS. j REPAIR ANY DAMAGED CURBS. �� o ° SIDEWALK MARK DATE DESCRIPTION � ww ja o o NEW CONCRETE STRIP y b TRANSITION POINT FROM ° 15 SPACES @9 -D"4 -EACH ° a EXISTING TO NEW FENCING i� — NEW GATE- NEW GATE AUTO / NEW CONCRETE STRIP MANUAL ° 0 0 ° o REMOVE TREE o �' __________________ ________ NEW FENCE 00. ' 0 0 0 0 0 0 0 NEW FENCE - - NEW FENCE NEW FENCE L ISSUE DATE: 27 MARCH 2923 NOTE: EXISTING LANDSCAPE AREAS TO BE RENOVATED, STORMNATER TREATMENT- SEE CIVIL ISSUE: S REFER TO A LANDSCAPE PLANS. CONSTRUCTION DOCUMENTS B PROJECT NO: 2239 I LAURA STREET L DRAWN BY: RR CHECKED BY: JMR QRa MMjSHMWWDIu+CHlMMPCnn WtlNX91a:iSQE:Mtlr A SITE PLAN 8 NORTH fi a� SITE PLAN A001 A001 1/32" = 1'-0" c c m 2 3 4 5 FH —WVV WV WV SSMH RIM: 444.15' I.E.: 440.20'(E—W) y1u'1 ,gox P' x^ ELECTRIC STUB UPS x y 0.`x Y H J I 1 I / —--—RIGHT—RIGHTLINE — — — — _— -- --JGP— CONCRETE CURB AND GUTTER C/L SHELLY STREET CONCRETE WALK x py. OF OVERHANG L. COL. GRASS AREA hV TV CATCH BASIN RIM: 443.85' I.E.: 440.78'(N(E)) COL. COL.COL. EXISTING M ;z BUILDING �a 13 o W to o Z I Z F I� O EUGENE SPRINGFIELD 10.00' INDUSTRIAL PARK 14, WEE j] fASfd��NTTkITy / \ LOT 2 TAX LOT 9100 \\\\ EM LOT 1 Si TAX LOT 9300 FD. 5/8" IRON REBAR ANCHOR 10.42' `\ . UP LEGEND SURFACEA=90000' • MONUMENTS FOUND: 5/8" IRON REBAR R=30.00' uASPHALT ® SANITARY SEWER MANHOLE (SSMH) c SANITARY SEWER CLEANOUT (SSCO) ® STORM DRAIN MANHOLE (SDMH) xCh=42.43'S44°56' 35" TH SIDE FCB WATER VALVE (WV) xe \ w x' ELECTRIC METER (EM) , ELECTRIC TRANSFORMER (E—TRANS) CABLE TV PEDESTAL (TV—PED) 0 TELE—COMMUNICATIONS PEDESTAL (T—PED) �{SURFACE LIGHT POLE (LP) o UTILITY POLE (UP) ❑ 15"E 55 SANITARY SEWER LINE SB STORM DRAIN LINE V— OVERHEAD UTILITY LINE JGr— UNDERGROUND POWER LINE G G GAS LINE SDMH WATER LINE 1 UNDERGROUND TELEPHONE LINE xmB.aD' SPOT ELEVATION x1TW.ao' TOP OF CURB ELEVATION ,J` ELEV. 447.04' RIM: 444.51' FULL OF WATER 'pI.E.: pL4- 440.71 (N—S, M94�' xELECTRIC UPS � eP°zehx� ,t U1"xJ�STUB 3ry 4 GRASS AREAx. BOLLARDS e ; a dm P LP¢OL. = 'M zeP° xJ°x°A x COL. COL.COL. EXISTING M ;z BUILDING �a 13 o W to o Z I Z F I� O EUGENE SPRINGFIELD 10.00' INDUSTRIAL PARK 14, WEE j] fASfd��NTTkITy / \ LOT 2 TAX LOT 9100 \\\\ EM LOT 1 Si TAX LOT 9300 FD. 5/8" IRON REBAR ANCHOR 10.42' `\ . UP LEGEND • MONUMENTS FOUND: 5/8" IRON REBAR Q COMPUTED POINT: NOTHING FOUND OR SET ® SANITARY SEWER MANHOLE (SSMH) c SANITARY SEWER CLEANOUT (SSCO) ® STORM DRAIN MANHOLE (SDMH) e WATER METER (WM) TH SIDE FCB WATER VALVE (WV) ® GAS METER (GM) ® ELECTRIC METER (EM) DOCK ELECTRIC TRANSFORMER (E—TRANS) CABLE TV PEDESTAL (TV—PED) 0 TELE—COMMUNICATIONS PEDESTAL (T—PED) �{SURFACE LIGHT POLE (LP) o UTILITY POLE (UP) ❑ ELECTRIC BOX (E—BOX) 55 SANITARY SEWER LINE SB STORM DRAIN LINE V— OVERHEAD UTILITY LINE JGr— UNDERGROUND POWER LINE G G GAS LINE w W— WATER LINE 1 UNDERGROUND TELEPHONE LINE xmB.aD' SPOT ELEVATION x1TW.ao' TOP OF CURB ELEVATION ,J` ELEV. 447.04' X FENCE LANE COUNTY ASSESSOR'S MAP NO. 17-03-27-10 TAX LOT #9300 BULB ARID SIGN OUTSIDE WALL LINE EM x ASPHALT'A4 SURFACE x xee _------------ IxJ` x Jl'// ASPHALT SURFACE COL. I DS j LADDER x�x�wa" TO ROOF OFx SSCO ? ALL DS FM FINISH FLOOR ELEV. 447.10 FINISH FLOORELEV.447.07'DS INGETE 1106-8-0 NOTES: 1) PRELIMINARY TITLE REPORT NO. 0338012 DATED JANUARY 9, 2023 WAS PROVIDED TO ACCURATELY LOCATE ANY EASEMENTS THAT MAY EFFECT THE SUBJECT PROPERTY. 2) POWER LINE EASEMENT GRANTED TO TRI—STATE RAILWAY AND POWER CO. RECORDED OCTOBER 15, 1910, RECEPTION NO. BOOK 087, PAGE 213, IS BLANKET IN NATURE AND CANNOT BE PRECISELY LOCATED. 2) UNDERGROUND UTILITIES SHOWN HEREON WERE FROM PAINT MARKINGS DEPICTING UNDERGROUND UTILITIES THAT WERE MARKED IN THE FIELD AS PER UTILITY LOCATE TICKET NO. 23000631, DATED 1-03-23. BEFORE ANY CONSTRUCTION TAKES PLACE, UNDERGROUND UTILITIES SHOULD BE MARKED IN THE FIELD. 3) THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO THE INACCURACIES THAT A BOUNDARY SURVEY MAY DISCOVER. 4) OVERHEAD UTILITIES MAY CONSIST OF POWER, TELE—COMMUNICATIONS AND CABLE TV. 5) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYOR SIGNS THE SURVEYOR'S SEAL. BASIS OF ELEVATIONS ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD BENCHMARK #327 LAURA/SHELLY, A LEAD AND TACK IN TOP OF CURB LOCATED AT THE 1/2 POINT OF THE CURB RETURN AT THE SOUTHWEST CORNER OF THE INTERSECTION OF LAURA STREET AND SHELLY STREET. ELEVTION = 444.36 FEET (NAVD88 DATUM) SCALE: 1" = 20' OUTLET PIPE ON NE SIDE 011 CB 1 ASPHALT SURFACE CAFCH BA IN RIM:I 443.0 'FULL OF ATER I.E.: 441.0 'OUl•LET P E ON NORTH SI E OF ANCHOR REGISTERED PROFESSIO,LAND SURVfrVbI•'i` J EY 25,1991 C. BAKER #2488 RENEWS: 12-31-2023 LP GRASS AREA LP GRASS AREA ANCHOR ANCHOR POLE CRETE CURB ANP GUTTER CATCH BASIN IM: 444.15' ULL OF WATER I.E.: 440.41' (N—S) PER CITY OF SPFLD. :,,s CATCH BASINRIM: CATCH SIN 442.d FULL OF WATER OF TERBUMPER 440.08' (N—STELEPHONE 11 LETI PIP ON LammDOCKMWER TH SIDE FCB LCONCRETE DOCK B' �{SURFACE LINO C0mR7E WALL BUMPER DdICK CoA m BI�1.lER iLCONSURFACE s�� 1 f " �x�ry FINISH FLOOR s ,J` ELEV. 447.04' \ FINISH FLOOR ELEV. 447.10 FINISH FLOORELEV.447.07'DS INGETE 1106-8-0 NOTES: 1) PRELIMINARY TITLE REPORT NO. 0338012 DATED JANUARY 9, 2023 WAS PROVIDED TO ACCURATELY LOCATE ANY EASEMENTS THAT MAY EFFECT THE SUBJECT PROPERTY. 2) POWER LINE EASEMENT GRANTED TO TRI—STATE RAILWAY AND POWER CO. RECORDED OCTOBER 15, 1910, RECEPTION NO. BOOK 087, PAGE 213, IS BLANKET IN NATURE AND CANNOT BE PRECISELY LOCATED. 2) UNDERGROUND UTILITIES SHOWN HEREON WERE FROM PAINT MARKINGS DEPICTING UNDERGROUND UTILITIES THAT WERE MARKED IN THE FIELD AS PER UTILITY LOCATE TICKET NO. 23000631, DATED 1-03-23. BEFORE ANY CONSTRUCTION TAKES PLACE, UNDERGROUND UTILITIES SHOULD BE MARKED IN THE FIELD. 3) THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO THE INACCURACIES THAT A BOUNDARY SURVEY MAY DISCOVER. 4) OVERHEAD UTILITIES MAY CONSIST OF POWER, TELE—COMMUNICATIONS AND CABLE TV. 5) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYOR SIGNS THE SURVEYOR'S SEAL. BASIS OF ELEVATIONS ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD BENCHMARK #327 LAURA/SHELLY, A LEAD AND TACK IN TOP OF CURB LOCATED AT THE 1/2 POINT OF THE CURB RETURN AT THE SOUTHWEST CORNER OF THE INTERSECTION OF LAURA STREET AND SHELLY STREET. ELEVTION = 444.36 FEET (NAVD88 DATUM) SCALE: 1" = 20' OUTLET PIPE ON NE SIDE 011 CB 1 ASPHALT SURFACE CAFCH BA IN RIM:I 443.0 'FULL OF ATER I.E.: 441.0 'OUl•LET P E ON NORTH SI E OF ANCHOR REGISTERED PROFESSIO,LAND SURVfrVbI•'i` J EY 25,1991 C. BAKER #2488 RENEWS: 12-31-2023 LP GRASS AREA LP GRASS AREA ANCHOR ANCHOR POLE CRETE CURB ANP GUTTER CATCH BASIN IM: 444.15' ULL OF WATER I.E.: 440.41' (N—S) PER CITY OF SPFLD. :,,s CATCH BASINRIM: 445.08' FULL OF WATER I.E.: 440.08' (N—STELEPHONE MANHOLE U z USTORM DRAIN OUTFALLIS UNDER WATER IN DITCH 1 SSMH 1 RIM: 444.85' Z ri3 o EXISTING CONDITIONS SURVEY SHELLY STREET aMx Tal: •aA.rs• LE.: N0.MY(E-11g EX FDC. EX 6" FIRE PROTECTION WATER SERVICE APPROXIMATE LOCATION 0 EX 2" WATER SERVICE APPROXIMATE LOCATION INSTALL 2"1 TEE ON EX WATER SERVICE INSTALL 4"X6" TEE 6"X4" REDUCER 4"86" SS FL= 441.03' CONST 5"SS 48.4 LF S=0.0100 FT/FT CONST SS CLEANOUT RIM=444.30' 4" SS FL= 441.07' INSTALL 45° BEND L CONST 4"SS 1.7 LF S=0.0200 FT/FT EX GAS METER INSTALL 45° BENID 4" SS FL= 441.63' CONST 4"SS 27.9 LF S=0.0200 FT/FT O PROPERTY LINE, TYP. CONNECT TO EXISTING SS MANHOLE CONST AREA DRAIN RIM=444.15' / BUBBLER SYSTEM NEW 6" FL =440.40' :HT -OF wnY UNE CONST 4"SD 9.5 LF 1IM=943.35' EX FL =440.20' •� 6" SO FL= 942.84' CURBS CUTS FOR � P•NI(IN6 1AlS S:I I SIDE Sol .2 R MIN �)MT BOROM O'rEf61.0N aF/A1pN .. _ CONST 5"SD 62.7 LF INSTALL 45° BEND 5=0.0100 FT/FT 6" SS FL= 440.45 / S=0.0050 FT/FT CONST 5"SS 4.8 LF OUTFALL TO RG= 942.53' S=0.0100 FT/FT U INSTALL 45° BEND INSTALL 45° BEND o 6" SS FL= 440.55' 6" SO FL= 443A n? Ma B ti ti CONST 5"SD 14.6 LF W CONST 6"SS 10.1 LF l OVERNIW N APPROJfD S=0.0100 FT/FT Sy0.0100 FT/FT pSCBAROE POM l ) ) . CONVEYANCE 12.5% . N� WAY 3.25 GRADE BREAK 444.85 RETAI*I3NG�TATNING _ L _ w WALLw SAN SAN N we-,nw Ybi• ... .... CONST SS CLEANOUT RIM=444.30' 4" SS FL= 442.16' CONST 4"SS 80.4 LF S=0.0168 FT/FT CONST 6" WIDE TRENCH DRAIN WITH SLOPED INVERT 84 LF ROOF DS CONNECTION FOR OVERHANG 6" SO FL= 443.84' CONST 5"SD 23.9 LF S=0.0100 FT/FT END TRENCH DRAIN CONST SO CLEANOUT RIM=444.04' RIM=444.85' 4" SS FL= 441.71' 6" SO FL= 443.45' CONST 4"SS 4.0 LF CONST 5"SD 31.3 LF S=0.0200 FT/FT S=0.0100 FT/FT OLD LOT LINE, TYP. B \� O EN O 0 �1 If/Gil W4 y 126 EXISTING BUILDING FFE=447.04' CIVIL UTILITY & GRADING PLAN SCALE: 1" = 30' LIMrrAF GRADING EX FENCE, TYP. CONST" WATER ✓ICE FOR D PRIMER 162 LF 2 ROOF DS CONNECTION FOR TRASH ENCLOSURE ROOF / 4" SO FL= 443.33' Q :HT -OF wnY UNE CONST 4"SD 9.5 LF �Y - S=0.0200 FT/FT •� 6X4 WYE CURBS CUTS FOR � P•NI(IN6 1AlS S:I I SIDE Sol .2 R MIN �)MT BOROM O'rEf61.0N aF/A1pN .. 4"86" SO FL= 443.14' 1_INSTALL CONST 5"SD 60.7 LF ,, 5=0.0100 FT/FT OUTFALL TO / ,0.617RG=442.53' e 3 PROPOSED 960 SF STORMWATER INFILTRATION RAIN GARDEN (0' TOP OF RAIN GARDEN =944.90' TOP OF GROWING MEDIUM = 442.53-(P --r/ IWO��� Q �Y •� CURBS CUTS FOR � P•NI(IN6 1AlS S:I I SIDE Sol .2 R MIN �)MT BOROM O'rEf61.0N aF/A1pN .. MOVIE ,, Z IL dd gyp., r , EMUtlNu " U J 0 o Cl) n? Ma B ti ti o W J RiFR FABPoL l OVERNIW N APPROJfD W pSCBAROE POM l ) ) . 1. Provide protection from all vehicle traffic, equipment staging, 6. Drain rack: �11111I�I and foot traffic in proposed infiltration areas prior to, during, a. Size: 3/4"-2-12" washed �..K and after construction. b. Depth'. 12" Minimum Y_ 046,0 RIM=444.76 4" SS FL= 443.56' CONST 4"SS 70.0 LF $ 0.0168 FT/F*T g6T 2 1� PROPERTY LINE, TYR *LP F W W F- H N a RG M1 OVERFLOW RIM=443.53' 6' FL=441.03' CONST 6" SO 39.8 LF S=0.0083 FT/FT I I CONNECT TO EXISTING SO MANHOLE RIM=444.51' EX 18" FL (IN -N)=440.81' NEW 5" FL (IN -W)=440.70' EX 18" FL (IN-SE)=440.70' EX 24" FL (OUT -S)=440.64' NEW FENCE, TYP. 24" DIAMETER CONCRETE STORM DRAIN II EX 8" DIAMETER CONCRETE SANITARY SEWER M RIM: M4a5 REMOVE EXISTING CATCH BASIN AND REPLACE WITH w DOUBLE CHAMBERED CATCH BASIN WITH > FILTRATION INSERTS REMOVE EXISTING CATCH BASIN AND REPLACE WITH DOUBLE CHAMBERED CATCH BASIN WITH FILTRATION INSERTS J- EXISTING ASPHALT TO BE REMOVED AND REPLACED. •waw REFER TO ARCHITECTURAL I eaoa DRAWINGS AND SPECIFICATIONS. Cyril BASIN RIM: H5.08' NLL OF WATFA jimar-M $ii ,9 , MORI POLE REMOVE EXISTING CATCH BASIN AND REPLACE WITH DOUBLE CHAMBERED CATCH BASIN WITH FILTRATION INSERTS PLAN SCALE 30 0 15 30 60 1 INCH = 30 FT. 3 N I n LEGEND PIL w- - w- - w- SAN SAN - eco 0. 'es Ca m + + + + + + + + + + + + + SHEET NOTES PROPERTY LINE PROPOSED WATER SERVICE PROPOSED SANITARY SEWER SERVICE PROPOSED STORM DRAIN LINE PROPOSED CLEAN OUT PROPOSED AREA DRAIN PROPOSED DECK DRAIN WITH INTEGRAL TRAP PRIMER PROPOSED DOUBLE CHAMBERED CATCH BASIN WITH FILTER INSERTS PROPOSED STORMWATER FACILITY 1. PROPOSED ON-SITE STORMWATER IMPROVEMENTS WILL BE PRIVATELY MAINTAINED PER CITY OF SPRINGFIELD STANDARDS. 2. REFER TO TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS AND LEGEND. 3. USE BUILDING APPROVED MATERIALS FOR ANY AND ALL ELEMENTS OF STORM DRAIN SYSTEM INSTALLED WITHIN 2 -FEET OF BUILDINGS OR OTHER STRUCTURES. 4. ROOF DRAINAGE FROM THE PROPOSED ROOF AREA WILL BE CONVEYED THROUGH DOWNSPOUTS AND INTO THE STORM DRAIN PIPING, AS SHOWN. FILTRATION RAIN GARDEN NOT TO SCALE n .4" Robertson Sherwood I Architects 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541) 342-8077 F (541) 345-4302 , CAPITAL ENGINEERING&CONSULTING, LLC 1439 VAllamelle Street III Eug ' e, Oregon 97401 glalee e,inenni 541-510-42M . FPEO PRO,,.. EXPIRATION DATE', 06/30/23 Q PPE STOPS OR CURBS CUTS FOR � P•NI(IN6 1AlS S:I I SIDE Sol .2 R MIN �)MT BOROM O'rEf61.0N aF/A1pN .. • " Y / Z rrx I � r , EMUtlNu " U J 0 o Cl) n? Ma B ti ti o W J RiFR FABPoL l OVERNIW N APPROJfD W pSCBAROE POM l ) ) . 1. Provide protection from all vehicle traffic, equipment staging, 6. Drain rack: and foot traffic in proposed infiltration areas prior to, during, a. Size: 3/4"-2-12" washed and after construction. b. Depth'. 12" Minimum Y_ 2. Dimensions: 7. Drain rock later shall be separated form the growing medium a. Depth of rain garden: 6" minimum and 12" maximum and the surround soils by a geotextile filter fabric. w b. Flat bottom width: 2' min. c. Side slopes of Rain Garden: 3:1 maximum. 8. Growing medium. m a. 12' minimum 3. Setbacks: b. Imported topsoil or amended native topsoil. Lu a. Infiltration rain gardens must be 10' from C7 foundations and 5' from property lines. Vegetation: Follow landscape plans otherwise refer to plant list in EL Cl) Filtration Rain Garden do not require a setback with SWMM Appendix R Number of plantings per 1001 of facility area: an approved waterproof liner. a.100 Ground Covers, OR b. 80 Ground Covers. 2 Large Shrubs 4 Small Shrubs 4. Overflow and 1 tress (deciduous or evergreen) LL (' a. Overflows are required unless sized to fully infiltrate the flood control design storm. 10. Install washed pea gravel or river mck to transition from b. Inlet elevation must allow for 2' of freeboard, inlets and splash pad t0 growing medium. �CID minimum. U) 5. Piping: Minimum 3" pipe required for up to 1,500 sq 1 of impervious area, Otherwise 4" min. Piping material, slopes and installation shall follow the Uniform Plumbing Code. CIN OFFILTRATION EUGENE, OREGON RAIN GARDEN i 1nR a. TO S oawNN BY SING ngene DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS ENGwEEaIrvG pm Ston FILTRATION RAIN GARDEN NOT TO SCALE n .4" Robertson Sherwood I Architects 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541) 342-8077 F (541) 345-4302 , CAPITAL ENGINEERING&CONSULTING, LLC 1439 VAllamelle Street III Eug ' e, Oregon 97401 glalee e,inenni 541-510-42M . FPEO PRO,,.. EXPIRATION DATE', 06/30/23 141e13:� He\ I i •] Y-49:713 i L•] I ISSUE DATE: 24 MARCH 2023 ISSUE: PERMIT SET PROJECT NO: 2239 DRAWN BY: AWS CHECKED BY: ILL QROGER1saN IMERWaao rAanEcrsPcml aucxusx[E19S]nx CIVIL UTILITY AND GRADING PLAN C100 W Z W U Cl) ti ti W (11 W O Y_ W w Cl) 1011- O m Lu Lu C7 EL Cl) LL (' O to > �CID m U) a 141e13:� He\ I i •] Y-49:713 i L•] I ISSUE DATE: 24 MARCH 2023 ISSUE: PERMIT SET PROJECT NO: 2239 DRAWN BY: AWS CHECKED BY: ILL QROGER1saN IMERWaao rAanEcrsPcml aucxusx[E19S]nx CIVIL UTILITY AND GRADING PLAN C100 LANDBCAPG CALCULATIONS LANDSCAPE AREA CALCULATIONS TOTAL SETIBACK AREA LANDSCAPE REQ'D TIREE PLANTING: S SHRUB PLANTING: aro (Per SDC 4.4-105 (xx: Two trees and 10 Shrubs per 1000 aq ft planting area) PARKING LANDSCAPE AREA (Per SDC 4.4-105 (F): I canopy trees and 4 Shrubs per 100 Sq. ft. parking planting area)REQ'D TOTAL PARKING AREA LANDSCAPE TOTAL PARKING CANOPY TREES ro TOTAL PARKING SHRUBS 23 IRRIGATION SYSTEM SPECIFICATIONS 0 X 1?L 0 N m p 0 ��. EXISTING LANDSCAPE TO REMAIN 3600 SQ. FT PROPOSED a PROPOSED 36 PAVING PROPOSED 11180 SQ. FT. 6 24 NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED z LANDSCAPE AREAS. PROVIDE HEAD TO HEAD COVERAGE. QZ IRRIGATION SYSTEM DESIGN IS CONCEPTUAL. EXACT DEVICE LOCATIONS AND SYSTEM LAYOUT MAY CHANGE AT TIME O° BUILDING PERMIT SUBMITTAL N COMPLIANCE WITH APPLICABLE CITY CODE STANDARD. ZZ0 IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAWN AND y E PLANT BED AREAS INDICATED ON THE PLAN. THE LIGATION SYSTEM W NEED NOT PROVIDE WATER TO LINPLANTED ALAS. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. as LOU) WATER CONSUMPTION SYSTEMS AM ENCOURAGED, INCLUDING THE USE wo OF WEATHER TRACKING CONTROLLERS AND DEVICES. THE LIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A MANNER THAT N PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE u MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RNUN-OFF. VO° CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION m PER LANDSCAPE ARCHITECT 4 OWNER) WITH MAIN SHUT-OFF VALVE, ~ BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER / PROOF LOCATION PER LANDSCAPE ARCHITECT 4 OWNER), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), 0 WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SAM SERIES OR APPROVED), AND/OR APPROVED ROTOR HEADS. INSTALL 12" POP -UPS M < A A SHRUB BEDS, 6" POP-LLPS IN TUR' AREAS. ALL VALVES TO BE LOCATED IN Q UNDERGROUND VALVE 15OX(CARBON OR APPROVED). LOCATE VALVE BOXES IN SHRUB AREAS. � (✓J WEATHER TRACKING CONTROLLER TO BE HUNTER O -G CONVENTIONAL SERIES WITH SOLAR SYNC MODULE OR ET SYSTEM,, OR APPROVED EQUAL. � P O IHY J 01MMAL NOTES -4 I. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A MANNER APPROVED BY LANDSCAPE ARCHITECT. 2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF (WRC PRIOR TO EXECUTION OF ANY WORK 3. LANDSCAPE ARCHITECT SHALL BE NOTIFIED 12 HOURS IN ADVANCE OF ANY SITE REVIEWS. 4. PROVIDE SLEEVING UNDER HARDSCAIM TO ALL IRRIGATED LANDSCAPE AREAS. 5. THERE SHALL BE REQUIRED REVIEWS BY LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK INCLUDING AFTER STAKING 4 LAYOUT, PRIOR TO CUTTING OR POURING CONCRETE, PRIOR TO BACffILLNG AND ROUGH GRADING, IN ADDITION TO REVIEW OF ALL REQUIRED SLEEVING. 6, BASE INFORMATION WAS PROVIDED BY ROBERTSOWSHERWOOD ARCHITECTS AND PLANNERS, INC. STANGELAND AND ASSOCIATES, INC. HOLDS NO OBLIGATION TO VERIFY AND / OR ADJUST BASE INFORMATION. 1. LOCATION OF PROPERTY LINES AND CORNERS ARE THE RESPONSIBILITY OF PROPERTY OWNER CONTRACTOR OR SURVEYOR STANGELAND AND ASSOCIATES, INC HAS NO RESPONSIBILITY FOR THEIR LOCATION. S. IMMEDIATELY NOTIFY ARCHITECT AND LANDSCAPE ARCHITECT OF ANY ITEM(S) DISCOVERED DURING SOIL DISTURBANCE THAT MIGHT BE CONSIDERED A HISTORICAL ARTIFACT. S. PLANTING PLAN IS CONCEPTUAL. EXACT PLANT SIZES AND SPECIES/CULTIVARS MAY CHANGE AT THE TIME OF BUILDING PERMIT SUBMITTAL N COMPLIANCE WITH APPLICABLE CITY CODE STANDARDS. 10. IF THE PROJECT IS PHASED AND THE PARKING LOT IS TO BE USED PRIOR TO THE CONSTRUCTION OF THE OFFICE BUILDING, ALL STOR'IWATER AND LIGHTING SHALL ISE CONSTRUCTED WITH PHASE I EXISTING FENCE TO REMAIN oa v• EX. PAVING EX. TURF TO BE REFURBISHED MURAL (tb.d.) EX. TURF TO BE REFURBISHED EX. TURF TO BE + REFURBISHED n • • OVERHEAD UTILITIES EX. PAVING I EXISTING TREES TO REMAIN I o�._m EXISTING LANDSCAPE TO REMAIN PLANT SCHEDULE am BOTANICAL / COMMON NAYS CONT S CORNUS KOUSA 'MILKY WAY' / MILKY WAY KOUSA DOGWOOD 2" CAL. 0 6 ZELKOVA SERRATA *VILLAGE GREEN* / SALLLEAF ZELKOVA 2" CAL. STREET TREES G= BOTANICAL / COMMON NAPE CONT 12 CORNUS KOUSA / KOUSA DOGWOOD 2" GAL. D UNDER POWERLINE5 b NYSSA SYLVATICA / SOUR GI1M 2" CAL - SHRUBS QTY BOTANICAL / COMMON NAME CONT 0 31 CALNMAGROSTIS X ACUTIFLORA *KARL FOERSTEW / FEATHER TEED GRASS I GAL 132 PERMSETUM ALOMCUROIDES *HAMELN* / HAMELN DWAIRF FOUNTAIN GRASS I GAL O 60 PRNNS LAUROGERASUS MOTTO LUYKEN* / LUYKENS LAUREL 5 GAL GROUND COVERS om BOTANICAL / COFIMON NAME CONT SPACING 68T OF LAWN / STORM CONVEYANCE SEED STOW CONVEYANCE NOT TFMATMENT El 4,441 SF LAWN 80D Em�^" 1529 SF LAWN -REFURBISHED / I�AHRBISHED SEED 'S"`� � � OV£RSEED EXISTING STORMWATER CITY BOTANICAL / COMMON NAME CONT SPACING 121 ARCTOSTAPHYLOS UVA-URSI / KINNIKINWCK I GAL 12" cn EX. TURF TO BE REFURBISHED 11111111 865 STOR'1WATER FACILIT' MIX I GAL 12" on t o 1�1� EQUAL QUANTITIES OF CALX OWWFTA, JLNCUS EFRZJS VAR GRAOLUS, JUNGIS PATENS. INTERMIX EQUALLY AT PLANTING. EX. PAVING EX. PAVING PLANTERS/PLANT BED aBUILDING TO BE REPLANTED EX. TURF TO BE REFURBISHED IRRIGATION VALVES I EX. PAVING 124" OAK TO BE REMOVED I IRRIGATION VALVES IRRIGATION MAINLINE JL ZIP --=------ � • OVERHEAD UTILITIES SMALL STREET TREES PER 4.2.140 TURF AREA (CURBSIDE PLANTING) 11 0 IRRIGATION CONTROLLER r POST MOUNT. PROVIDE L WEATHERPROOF OUTLET IRRIGATION POINT OF CONNECTION IRRIGATION BACKFLOW PREVENTER WILKINS g MODEL STSXL RP DEVICE, 13" MIN 18" MAPLE TO BE REMOVED. ......I PROPOSED FENCE C PROPOSED STREET( TREES TURF (STORM CONVEYANCE) FRC�CSED P' V'NG IRRIGATION SLEEVING Stormwater Faculty Mix Arctostophylos uva-ursi (I • 1 r �ririririrr �ri�1�" � I • 1 Irrrl r*rlrrrrrlrl Ir e IrI STORMWATER Irlr Irrll FACILITY Irlr 1r1r/ 1 l r l r l r l T r l rl rlr IRRIGATION MAINLINE AND IrlrlrlrrllrrrrrlrlrlI SLEEVING �'�L�rinmh�ri%i�lri(r/alh% • • PROPOSED FENCE AND GATES. �_------- --- W � ♦ W � ♦ � M1 � M1 � W � 4 � W Y � 1 � M1 � W ♦ � W � M1 � 5' WIDE SETBACK PLANTING AREA PROPERTY LINE PER 4.4.105 D OVERHEAD UTILITIES m 15TREET LIGHT I Nyssc SylvatIco STREET LIGHT LALRA ST. LEGEND GAROWN4 MEDIUM - STORMWATER FACILITIES LAWN AREA - CURISSIDt IRRIGATION MAINLINE 1 1 1 1 1 1 1 1 PREPARE WITH MINIMUM 12" IEXIUS PRO SWALE MIX. PREPARE WITH MINIMUM 6" SAND, 2" ORGANICS, PLAN FOR 30% COMPACTION OF NEW L LyL J I IR" UNLESS NOTED OTHERWISE rrr,r,r,r,r,r,rrr MULCH BOTTOM OF FACILITY WITH 2" DEPTH P-2" DIA. WASHED ROUND ROCK. ALL MATERIALS. EXCAVATE APPROX.5", TILL SUBGRADE PRIOR TO AMENDING TILL IN ri STOR'IWATER Ir STOWWATER PLANTING AREAS TO BE IRRIGATED WITH HEAD TO HEAD COVERAGE AND W ORGANICS, RAKE, ROLL, AND FERTILIZE PER MANUFACTURERS SPECS. THEN SOD. ALL LAUN D PER IRRIGATION NOTES. SEE CIVIL FOR CONSTRUCTIONMUD DETAILS. ' " ' " " . AREAS TO BE IRRIGATED WITH HEAD TO HEAD COVERAGE PER IRRIGATION NOTES BACIffLdU PREVENTION DEVICE rlrrrlrlrlrlrrrlr O IRRIGATION VALVE MANIFOLD PLANT BED AREA - LOCATE PER PLAN CLEAN AREAS COMPLETELY OF ALL EXISTING CONCRETE, PATHS, PIPING, BRICK BASE ROCK ETC. AND/OR OTHER EXISTING CONSTRUCTED ELEMENTS. REMOVE ALL EXISTING D IRRIGATION SLEEVES, (2) 4" BCH 40 BRUSH AND PLANT MATERIAL UNLESS OTHERWISE NOTED ON SITE PLAN. EXCAVATE LOCATE PER PLAN APPROX. 12" EXISTING 8011- IN ANTICIPATION OF INCREASED SOIL VOLUME BY ADDED AMENDMENTS. SCARIFY AND TILL SUBGRADES. PREPARE ALL PLANT BEDS WITH BLENDED MIX OF e" STEER MANURE AND e" SAND AND TILL. TILL IN FERTILIZER PER MANUFACTURERS SPECS INTO AMENDED SOIL. PLAN FOR 30% SETTLING AND COMPACTION OF NEW MATERIALS. MULCH WITH 4" GARDEN COMPOST. ALL PLANT BEDS TO BE IRRIGATED PER IRRIGATION NOTES. SEE PLANT SCHEDULE FOR QUANTITIES. © 2023, STANGELAND 4 ASSOC. INC. LANDSCAPE PLAN date '31623 db. MAIN dwg. rev. SCALE : 1" - 20'-0" 0 10 20 4 z QZ ZZ0 y E W m as wo a m N u 0 7 VO° m ~ rn m m m ZN 'Arc 0 w'n as < A A a Q T e V W � (✓J � P O IHY J Q $NRS 5 V1 � D p Z w N � E N d W LANDSCAPE PLAN date '31623 db. MAIN dwg. rev. SCALE : 1" - 20'-0" 0 10 20 4