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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/2/2017PVT. JOINT - ACC.. ESMT. TL 4301 LDR TLL04R00 TL 5000 LDR 0UO22017 I � Gm Submittal -W f ajoy vac ` , pta� Mod;-�c�.fi Jo�vl V&)Imtr m 1 of 16 ASSESSORS MAP #17-02-30 44 TAX LOT 100 W � W EXISTING PRIVATE FIRE HYDRANT SITE MODIFICATION J. P. HAMMER INDUSTRIAL PARK LOT 2 S.E.1 /4 S.E.1 /4 SEC.30, T.17S. R.2 W.,W.M. SPRINGFIELD, LANE COUNTY, OREGON APPLICANT / OWNER ACR PROPERTIES, L.L.C. JOHN HAMMER 555 LINCOLN ST. EUGENE, OR. 97401 PHONE: (541) 683-1166 PROJECT COORDINATOR ENGINEER / SURVEYOR \ OLSON & MORRIS 380 Q STREET STE. 200 \ SPRINGFIELD, OREGON 97477 \ PHONE: (541) 302-9790 GEOTECHNICAL PROFESSIONAL GEOSCIENCE, INC. P.O. BOX 2238 EUGENE, OR. 97402 PHONE: (541) 607-5700 ' PUBLIC WETLAND E4NANCE EASEMENT LVA I=R NmWr wlI� NOTES: ii ii i 100, 200$ wpm 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1161 F AND 41039C1162 F AND IS IN AN AREA DETERMINED TO BE OUTSIDE 500—YEAR FLOOD PLAIN. 2. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI). ALL PROPERTIES WITHIN 100 FT. ARE ZONED HEAVY INDUSTRIAL (HI). 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C5. PRIVATE UTILITIES (ELECTRIC, PHONE, NATURAL GAS & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY FRANCHISE UTILITY PROVIDERS. 4. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM BENCHMARK #128. A LEAD AND TACK AT THE 1/2 DELTA OF THE CURB RETURN AT THE SOUTHWEST CORNER OF 42nd AND E STREET. ELEVATION = 482.22. 5. THERE ARE NO LTD FACILITIES NEAR THE SITE. 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. 8. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND COMPLEX, WITH SLIGHT EROSION FACTOR. 9. 1200 C AND LDAP FOR LOT 2 COVERED UNDER ACR INDUSTRIAL STORAGE. LEGEND UTIL EXISTING UTILITIES (I.E. TV, PHONE, mm ELE & GAS) �--- —� EXISTING CULVERT 12"W EXISTING WATER LINE EXISTING WATER METER f';tt„iNG WATER VALVE tiYa EXISTING FIRE HYDRANT � ---8"WW EXISTING WASTEWATER SYSTEM 10' PRISfi 24"SD — — EXISTING STORM DRAINAGE SYSTEM VA \ STORM DRAI GE EXISTING CLEANOUT EASEMENT \ PRIVATE B —SWALE EXISTING AREA DRAIN \ \ Qj EXISTING CURB INLET \ 10' P. .E. EXISTING STREET LIGHT \ \ M EXISTING TV PEDESTAL \ \ © EXISTING TELEPHONE PEDESTAL \ ® EXISTING ELECTRICAL VAULT \ © EXISTING GAS RISER \ \ EXISTING GAS VALVE \ EXISTING STREET TREE HI HEAVY INDUSTRIAL f \ LDR LOW DENSITY RESIDENTIAL TL 100 20.00' HI \ \ \ P.U.E. \ MAP 17-02-32 22 \ i TL 200 SHEET INDEX C 1. SITE ASSESSMENT PLAN C2. SITE DEVELOPMENT PLAN C3. SITE GRADING PLAN C4. SITE PAVING & LIGHTING PLAN C5. WASTEWATER/WATER PLAN C6. STORM DRAINAGE PLAN C7. CIVIL DETAILS C8. CIVIL DETAILS C9. CIVIL DETAILS C10. CIVIL DETAILS Cl 1. CIVIL DETAILS LA -1. PLANTING PLAN LA -2. SWALE PLANTING PLAN LA -3. PLANTING DETAILS A6.1. BUILDING ELEVATIONS 0 • r. o 0 co (11 v� • N N � 0 0 'Cor- O c� � O ��D Q CD z O C) o z W 0 Ncn ii ii i 100, 200$ wpm 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1161 F AND 41039C1162 F AND IS IN AN AREA DETERMINED TO BE OUTSIDE 500—YEAR FLOOD PLAIN. 2. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI). ALL PROPERTIES WITHIN 100 FT. ARE ZONED HEAVY INDUSTRIAL (HI). 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C5. PRIVATE UTILITIES (ELECTRIC, PHONE, NATURAL GAS & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY FRANCHISE UTILITY PROVIDERS. 4. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM BENCHMARK #128. A LEAD AND TACK AT THE 1/2 DELTA OF THE CURB RETURN AT THE SOUTHWEST CORNER OF 42nd AND E STREET. ELEVATION = 482.22. 5. THERE ARE NO LTD FACILITIES NEAR THE SITE. 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. 8. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND COMPLEX, WITH SLIGHT EROSION FACTOR. 9. 1200 C AND LDAP FOR LOT 2 COVERED UNDER ACR INDUSTRIAL STORAGE. LEGEND UTIL EXISTING UTILITIES (I.E. TV, PHONE, mm ELE & GAS) �--- —� EXISTING CULVERT 12"W EXISTING WATER LINE EXISTING WATER METER f';tt„iNG WATER VALVE tiYa EXISTING FIRE HYDRANT � ---8"WW EXISTING WASTEWATER SYSTEM 10' PRISfi 24"SD — — EXISTING STORM DRAINAGE SYSTEM VA \ STORM DRAI GE EXISTING CLEANOUT EASEMENT \ PRIVATE B —SWALE EXISTING AREA DRAIN \ \ Qj EXISTING CURB INLET \ 10' P. .E. EXISTING STREET LIGHT \ \ M EXISTING TV PEDESTAL \ \ © EXISTING TELEPHONE PEDESTAL \ ® EXISTING ELECTRICAL VAULT \ © EXISTING GAS RISER \ \ EXISTING GAS VALVE \ EXISTING STREET TREE HI HEAVY INDUSTRIAL f \ LDR LOW DENSITY RESIDENTIAL TL 100 20.00' HI \ \ \ P.U.E. \ MAP 17-02-32 22 \ i TL 200 SHEET INDEX C 1. SITE ASSESSMENT PLAN C2. SITE DEVELOPMENT PLAN C3. SITE GRADING PLAN C4. SITE PAVING & LIGHTING PLAN C5. WASTEWATER/WATER PLAN C6. STORM DRAINAGE PLAN C7. CIVIL DETAILS C8. CIVIL DETAILS C9. CIVIL DETAILS C10. CIVIL DETAILS Cl 1. CIVIL DETAILS LA -1. PLANTING PLAN LA -2. SWALE PLANTING PLAN LA -3. PLANTING DETAILS A6.1. BUILDING ELEVATIONS SHEET 0 • o z W 0 a 0 a d z as w W > as W W > as W W > SHEET 0 o z W 0 a 0 a d z as w W > as W W > as W W > SHEET Date OCf 02 2017 Odginal Submiftal, SITE DATA: TOTAL SITE AREA = 184,259 SQ. FT. (4.23 AC) TOTAL DEVELOPMENT AREA = 66,267 SQ. FT. (1.52 AC) LANDSCAPE AREA = 15,996 SQ. FT. (24.14%) IMPERVIOUS AREA = 27,771 SQ. FT. (41.91%) (EXCLUDING BUILDING) BUILDING AREA = 22,500 SQ. FT. (33.95%) TOTAL PARKING REQUIRED = 45 SPACES (1/500 SF) TOTAL PROVIDED = 42 SPACES HANDICAP SPACES REQUIRED = 2 HANDICAP SPACES PROVIDED = 2 BICYCLE PARKING REQUIRED = 5 (1/3000 SF) 75% SHORT TERM 25% LONG TERM BICYCLE PARKING PROVIDED = 5 (4 SHORT TERM, 1 LONG TERM) NOTE: 1. AREA DRAINS FOR INDIVIDUAL UNITS WILL BE PROVIDED. DRAINS WILL BE LOCATED INSIDE OVERHEAD DOORS AND CONNECTED TO THE WASTEWATER SYSTEM. 2. THE DEVELOPMENT FALLS IN THE 5 TO 10 YEAR TIME OF TRAVEL ZONE AND IS SUBJECT TO DRINKING WATER PROTECTION PROGRAM STANDARDS IDENTIFIED IN SDC 3.3-200. 3. SHORT TERM BICYCLE PARKING DETAILS SHOWN ON SHEET C9. LONG TERM BICYCLE PARKING DETAILS WILL BE INCLUDED ON ARCHITECTURAL PLANS AT TIME OF BUILDING PERMIT AND WILL BE LOCATED INSIDE STRUCTURE. TL 1600 ------- _ f MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK = CD W N Ll, EXISTING FIRE HYDRANT I 1�1 �Ic, spy N�jar INSTRUCTED --UTIL --' ---- --__ AS PART OF ACR STORAGE EXISTING RETAINING lil0�►f6 UTIL EXISTING UTILITIES (I.E. TV, PHONE, ELE EXISTING CURB INLET & GAS) t— CL W EXISTING STREET LIGHT — —� EXISTING CULVERT i on PROPOSED PARKING LIGHTING 12"W EXISTING WATER LINE []T EXISTING N PEDESTAL EXISTING WATER METER V © EXISTING TELEPHONE PEDESTAL !MM^ � EXISTING WATER VALVE ® z U � 0 C4 a a � F x W w > W w > EXISTING ELECTRICAL VAULT d O tiYo EXISTING FIRE HYDRANT rG-1 EXISTING GAS RISER LW�N'--8'WW — — EXISTING WASTEWATER SYSTEM EXISTING GAS VALVE ST 24"SD — EXISTING STORM DRAINAGE SYSTEM . EXISTING STREET TREE EXISTING CLEANOUT TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDUSTRIAL PARK EXISTING FIRE HYDRANT i t .ra ' tp: co ° P rn i ! 1 ' ttffj I P W; iL i _ i fJ t jj ` - k 1i �ii s �{ ! i i # i € r # : s r # ! �--- fI<i aN—�# t'�%.lE rJ„ f#)f(f 77 '�`"""` # i 't�E z #r!J{j(,� F-1 ? _-..._ •�• • �tf tL't i�� €1 t t' r f " s e-- i�i# E�f 1'� #II€ €�i. V t P ? r �• _• • __. ,„, ,# w .€ €� €I € s r--•# .—. �t �� € # r (€ t' s �_,_�__ tt t€ ({ �€ —_...` E,....,......j ti.—.._.,.t #.�. # s ( € ! € ! f i € �"�, t... , I O # e-- # j I P € € s € j 6 ._._.-.._.._._„' :# t """'� • !_ I f N x N t f - tit i? Uj N 10f fO't,3..�.� t f l 7' i j , r N i N r a� j�JtiJi i M MsiltNi�yiOi r+-- ' M �f �i{ f n " t €i n � DO 1"i • ., _ .� :__.�-I ..�. .� :__._i € ._ I # # fit t s j : € In TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK m��� SCALE 1 "-30' EX. 10' X 150' PRIVATE RAILROAD SPUR EASEMENT I t� rn o � ( U N (n ccl§, O C� E Wit- o oowv0 z 6i z p in SHEET C2 of 1 1 Q • I t— CL W SHEET C2 of 1 1 Q • I t— i V 1MM� IMmo' !MM^ 11 F" z U � 0 C4 a a � F x W w > W w > W w > C4 d O f SHEET C2 of 1 1 Q t— V 1MM� IMmo' !MM^ F" z U � 0 C4 a a � F x W w > W w > W w > C4 d O SHEET C2 of 1 1 \\ TL 1600 MAP #17-02-32 22 __ ___ LOT OF HAMMER INDUSTRIAL STRIRI AL PARK Z N ri -------- 4- 3r 3r 00 477.94 o GB 478.16 EX. 10, X /20 P.L CONC .00 TOB , �� Aj -`-`-• "-- -....: _ 478.46 11 �� �• LOADING DOCK 477.306 , . � BOTTOM M Of 1� 475A0 FLS ; GB - t :; :� 474. 6 - _ __4 6--� - - - PROPOSED BUILDING 479.09 GRATE= 75.75 478.46 FFE= 8.50 AC 478.7, A� u BW 478.39 478.46 AC 2 BREA IN CURB t `' � ,' 1 : � AC CONC � � �"` "��� BW FOR DRAT AGE ,1 t ` ".n g AC/ -_�`� '" W . � � � ,� � o \ , •.. .. • f� 478.39 476.00 ` t , o • .. , ,> :.� .,.:. ,: ,. �.. ; __._ _ AC/CONC TOB _ 76.00 477.93 477.55 , ,. ___ Tb �� AC AC 477.30 BREAK IN CURB t i v' % 477.30 :, ..• .,... :...< OR DRAT AGE j $ x ; 47.3 GRATE GRATE 477.75 l� GB 476.97 477.55 AC o 477.9 N GRATE } [ 477.63 ` FL � AC 477.55 �� [ j 477.83 j (( 476.OG t� AC - 4 6.._ _fiC X CONC TOB ( i i 477.77 475.0 FLS 75.75 i � � � o 476 ( 2' REAK IN CURB to FL-�--- w i OR DRAI AGE ' I I"' 477.32E 476.0 I GB o 477.5 �r j TOB to AC I b ® 47 .97 477.81 478.9 477.55 0 47 .97 FL 477.83 c v' AC AC CONC AC a FL 477.55 CONC 476.81 " .. / `.. , . c N AC o CONC i CONC 477.75 ## t I 1 476.73 r- • AC I �i �i , .. n i CONC cn cn BW .46 478.39 :: g .. .... 7 N i f i O a EXISTING TL 1700 20.00' MAP #17-02-32 22 P.U.E. ' LOT 1 OF HAMMER INDUSTRIAL PARK I x 9. �- I ... IM 411 1, i _ TL 1600 _.-~ -- MAP #17-02-32 22 LOT 14 OF CD __.___�_. HAMMER INDUSTRIAL PARK - ._____-_ ___-___._ x `ZJ "' i EX. it 62.00 # ROW EX. 40.00 ROADW '!111 10- -91 # i x TL 1700 MAP #17-02-32 22 LOT 1 OF x HAMMER INDUSTRIAL PARK 1 EX. 10' X 20' P.U.E. ' TIE INTO EXISTING CHAIN LINK FENCE ± Ali a # # r } #; } a , , t�#s O�} a-' #' E f # i # j ! -- �__ }' f I, a-#} ## �j# N� Ni# Pr3'i #i # d# # EX. 1Q X 15Q FI; ;I#i i #; ____ ! ,# •- I�# �;; ,c��# N'� NII N+(� �;i oor �,, 1' 'I it("y; PRIVATE 7t` jff p ,fit #`�# ! } # t {��! #!� N (�# N # (# O ' # .- #r '�'##' "'r; ter# �r # RAILROAD SPUR ! # #�I# eP�-- j ! M (± t'li i } j } I! # # } f # ill:°d .-I�} EASEMENT E.-_�1 r.�._,.,_.i ?...lilt IL ._.,..s j # # t D CURB t i j ! f ! ! (� i�k #�# } { t,# # # # 7 ......... `! L- , #; f $ i ! # i f 10"ST 10"ST c t ll, !o � #i } �,#rnf rnli�'� s} ;(# l; EXISTING I ? �� i #')1 rn ' # rn ,#' # LIGHTING # N # x !I i-�- 00 00 if I fill Co If if # O, f ----- _ I- 112"W _ x 11 1 iCy if # r---; - . __ ---- EXIS G _ x :lg# #��# j'11f c Lllitl l flVli it ---- 8 ST t/t � I #""'------�-•� "� } ! : t ! #� # j � # # # ! j ! i f i r � e . # # # t p � t #.± { i'--.._..7 1._.:....m.t r.""' --,n ......"_.--'_ '�'-----_...._. N {�± M itfi# cf' f �t f f II I 1 { } F_.."" `-,- f ?#� If# ifl# Ijf±} ## i# i �I I # f O 1 ! fill ()E fill, ��� • i._._ #± ilk # il# -Ali F_ # f # I I ( aM- flit ^ ll! if� Cp I I f i 'f i # J`_ t�ti i _ J _._ E_ t ij i f `� ' # . tr #lr+tij# CO illl O ! (Jj# O r+j+�i e- ! �- w••n•�, '. �..�!!� onr... -..� [.__.. # t { # ! # # # � #'I! 1 i # ! t�� � I.# 1� ##l� • �� __ # _._ti _! # ryli i N N} M N!') l# it Y # • _ !# # r`i ! 1± "J #'raj offill} # ## } t i __i! �t� }- _ t _'E ##f i; r# ;(i ;i "'il �Mii #�;;to, pi�i OI} . �» L.........�..J i...�-.....3 4 -...Jill, # # # 1 --if F t # f EX.t l #i 10.00 ?,cumy N { P.U.E. M N ' E" 0 EX. 75.00' RR ROW SCALE. 1"-30' LEGEND UTIL EXISTING UTILITIES (I.E. TV, PHONE, ELE ^� & GAS) )-- -� EXISTING CULVERT 12"W fZ W EXISTING WATER LINE CO O EXISTING WATER METER o ® EXISTING WATER VALVE tiYo EXISTING FIRE HYDRANT iI�-8"WW - EXISTING WASTEWATER SYSTEM ST 24"SD - EXISTING STORM DRAINAGE SYSTEM EXISTING CLEANOUT EXISTING CURB INLET EXISTING STREET LIGHT PROPOSED SITE LIGHTING M EXISTING TV PEDESTAL © Gil E" Q z W' 0 a EXISTING TELEPHONE PEDESTAL a W M fYl W W fA A w 0 EXISTING ELECTRICAL VAULT © EXISTING GAS RISER EXISTING GAS VALVE • EXISTING STREET TREE n PAVING N 1. CONST STD. CURB & GUTTER PER DETAIL REFER TO SHEET C7. 3. CONST 16" VERTICAL CURB AS PER DETAIL. REFER TO SHEET C7. 4. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C8. 15. CONST 4" AC OVER 12" 3/4"-0" CRUSHED ROCK PER DETAIL. REFER TO SHEET 6. 41. CONST 4" CONCRETE OVER 2" CRUSHED ROCK AS PER DETAIL. REFER TO SHEET C10. 42. CONST 6" REINFORCED CONCRETE OVER 2" CRUSHED ROCK W/#4 REBAR 12" O.C. BOTH DIRECTIONS SET 2" ABOVE ROCK GRADE. 90. PAINT DISABLED PERSON SPACE AS PER DETAIL. REFER TO SHEET C9. 91. CONST CONCRETE TRUNCATED DOME DETECTIBLE SURFACE. 92. PAINT 4" WIDE STRIPE TRAFFIC WHITE. 93. INSTALL U -LINE BIKE RACK. 100. INSTALL POLE MOUNTED DISABLED PERSON SIGN AS PER DETAIL. REFER TO SHEET C-7. 101. INSTALL POLE MOUNTED DISABLED PERSON W/VAN ACCESSIBLE SIGN AS PER DETAIL. REFER TO SHEET C-7. 105. INSTALL BOLLARD PER DETAIL. REFER TO SHEET C7. NOTES: 1. ALL PARKING SPACES ARE TO BE PERMANENTLY MARKED W/4" TRAFFIC WHITE PAINT. 2. LENGTHS, AREAS AND QUANTITIES SHOWN ARE FOR REFERENCE ONLY AND NOT INTENDED TO BE USED FOR BID PURPOSES. CONTRACTOR SHALL VERIFY ALL QUANTITIES. 3. ALL CURB TRANSITIONS SHALL TAPER 3' FROM TOP OF CURB TO FLUSH GRADE. LIGHTING NOTES: 1. TRW1 WALL PACKS WILL BE PLACED AROUND THE BUILDING WITH A MOUNTING HEIGHT OF 15' ABOVE PAVED SURFACE. SEE FIXTURE DETAIL I }, W --ll TL 200 ( -D? MAP #17-02-31 11 ON SHEET C8. Y,�'-- LOT 3 OF I HAMMER INDUSTRIAL PARK 2. POLE LIGHTING WILL BE PROVIDED IN THE LOCATIONS SHOWN. ® l CSX -2 LED FIXTURES WILL BE MOUNTED 20' ABOVE PAVED SURFACES AND PLACED ON FIBERGLASS POLES. SEE DETAIL ON SHEET C7. 3. ELECTRICAL DISTRIBUTION PLAN FOR POLE LIGHTING TO BE DESIGNED BY A LICENSED ELECTRICIAN DURING THE BUILDING PERMIT PROCESS. 4. SEE PHOTOMETRIC ANALYSIS FOR LIGHT LEVEL DETAILS ON SITE. Fq1t COPIj M41Y 5i;1 -e �Iatn MAdi Received " 2- 2017 SHEET C4 of 1 1 O 0 ^� o � U f `0 w • }moi N .� N n; O o O fZ W O Cy^ CO O ��vo o n r7 z w� z o Cl- SHEET C4 of 1 1 CrD `0 w W �. fZ W SHEET C4 of 1 1 O C) .II Gil E" Q z W' 0 a a O Q cUi� a W C4 A W fYl W W fA A w 0 SHEET C4 of 1 1 EX. DETENTION FACILITY o • 6" FL IN (S)=470.01 f 8" FL IN (E)=470.02 8" FL OUT (W)=469.97;jo1 RIM ELEV.=475.07 f 0 OCT 0 2 2017 LEGEND UTIL EXISTING UTILITIES (I.E. TV, PHONE, ELE & GAS)WLW --8"WW - EXISTING WASTEWATER SYSTEM ------ UTIL -- PROPOSED UTILITIES (I.E. TV, PHONE, ELE & GAS) 12"W EXISTING CULVERT EXISTING WATER LINE 6"W PROPOSED WATER LINE ♦�1 Q EXISTING WATER METER PROPOSED WATER METER EXISTING WATER VALVE PROPOSED WATER VALVE EXISTING FIRE HYDRANT (D-6"WW ST 24"SD am PROPOSED WASTEWATER SYSTEM EXISTING STORM DRAINAGE SYSTEM EXISTING CLEANOUT EXISTING CURB INLET EXISTING STREET LIGHT EXISTING TV PEDESTAL EXISTING TELEPHONE PEDESTAL EXISTING ELECTRICAL VAULT EXISTING GAS RISER Puic-nNr_ rec vel vF SCALE: 1"=30' ® WW CONSTRUCTION NOTES 209. CONNECT TO EXISTING STUB. 250. CONST STD. CLEANOUT WITH CAST IRON LID. 251. CONST ENCLOSURE TRAP DRAIN AS PER DETAIL. REFER TO SHEET C7. 279. CONST 4" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 280. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 281. CONST 8" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. (DWATER CONSTRUCTION NOTES 500. CONST 1.5" PVC SCHEDULE 80 WATER LINE. 502. CONST 2" PVC SCHEDULE 80 WATER LINE. 503. CONST 8" C900 CLASS DR -18 WATER LINE W/TONE WIRE. 510. CONST 1-1/2' WATER METER. 520. CONST 8" FIRE METER BOLTED TO DOUBLE CHECK WITH ENCLOSURE PER DETAIL. REFER TO SHEET C11. FIRE METER SHALL BE PROVIDED BY SUB. 530. CONST 8" GATE VALVE FLG X MJ WITH RETAINER GLANDS. 532. CONST 12" MJ X 8" FLG X 12" MJ TEE WITH RETAINER GLANDS. 536. CONST MODEL S3 WOODFORD BACKFLOW PROTECTED YARD HYDRANT WITH FREEZE PROTECTION PER DETAIL. REFER TO SHEET C9. 537. CONST FDC ASSEMBLY PER DETAIL. REFER TO SHEET C10. INCLUDE SIGNS TO DESIGNATE WHICH FDC SERVES EACH BUILDING. 545. CONST 1.5" REDUCED PRESSURE BACKFLOW DEVICE W/COVER PER DETAIL ON 4" THICK 36" X 22" CONCRETE PAD 3,000 PSI MIX. REFER TO SHEET C9. NOTES: 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CALL #811. 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL AND VERIFY, IN COORDINATION WITH THE PROJECT ENGINEER, FLOW LINE ELEVATION PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL COORDINATE TAPS TO CITY WATER MAIN WITH SPRINGFIELD UTILITY BOARD. 4. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH SERVICE PROVIDERS. CABLE - COMCAST ELECTRIC - SUB GAS - NORTHWEST NATURAL PHONE - CENTURY LINK 5. PHONE, CABLE, ELECTRIC & NATURAL GAS PROPOSED TO BE JOINT TRENCH PER DETAIL. 6. SEE SHEET C9 FOR THRUST BLOCKING DETAILS FOR WATER SYSTEM. 7. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED AND INSTALLED BY A LICENSED CONTRACTOR IN ALL LAWN, SHRUB BEDS AND SWALES. SIZE OF WATER METER FOR IRRIGATION WILL BE DETERMINED AT BUILDING PERMIT. 8. TRASH ENCLOSURE SHOWN WILL BE COVERED TO HYDRAULICALLY ISOLATE AREA DRAIN ROUTED TO THE WASTEWATER SYSTEM. SEE SHEET C9 FOR TRASH ENCLOSURE DETAILS. 9. LENGTHS, AREAS AND QUANTITIES SHOWN ARE FOR REFERENCE ONLY AND NOT INTENDED TO BE USED FOR BID PURPOSES. CONTRACTOR SHALL VERIFY ALL QUANTITIES. 10. EACH UNIT WITH AN OVERHEAD VEHICLE DOOR SHALL HAVE A FLOOR DRAIN TO THE INTERNAL BUILDING WASTEWATER SYSTEM. INTERNAL AREAS SURROUNDING THE DOOR WILL BE DIRECTED TO THE WASTEWATER DRAIN. GAS 12" MIN PHONE N DIRECT BURY OR GREY DUCT ELECTRIC ABLE OFF WHITE JOINT TRENCH DETAIL UTILITIES N.T.S. 9i Yrs 47. riadpp rg ats Y tev f _:Y f _�.p#9iYiY 0 _w (!1 o' o U m N .cn p o CJD o novo "' zw® z 0 9i Yrs 47. riadpp rg ats Y tev f _:Y f _�.p#9iYiY 0 t vsmsp�¢�,rp�,?. o xM h a' zF. W o � F w > w W w {`�✓i�7 w W U SHEET C5 of 1 1 I __ Date Received OU 02 2017 Odginal Submiffal EX. DETENTION FACILITY 15" FL IN (S)=468.28 36" FL IN (W)=468.28 42" FL OUT.....(NE)=468._1.7. RIM ELEV.= 475.02 UTIL EXISTING UTILITIES (I.E. N, PHONE, ELE D-8"ST PROPOSED STORM DRAINAGE SYSTEM 0 �J &GAS) PROPOSED CATCH BASIN )-- - ( EXISTING CULVERT VL O CO t j \fi 0 Mu- o zw® PROPOSED AREA DRAIN 12"W z o EXISTING WATER LINE OR EXISTING CURB INLET RW EXISTING WATER METER EXISTING STREET LIGHT az fil � EXISTING WATER VALVE Q EXISTING N PEDESTAL A W tiY° EXISTING FIRE HYDRANT © EXISTING TELEPHONE PEDESTAL LWV�1 --8"WW - EXISTING WASTEWATER SYSTEM X EXISTING ELECTRICAL VAULT ST 24"SD - EXISTING STORM DRAINAGE SYSTEM © EXISTING GAS RISER EXISTING CLEANOUT EXISTING GAS VALVE !' I# ;# f' 11i # EX. 10 X 150 { r1 i� jr }# f# #p # It"#�N{N}E'n+t o'r. {, I< ,; j ; PRIVATE �' °p ��' ` { RAILROAD SPUR CN 1 '_' { #Ilt�# tf, u, � EASEMENT tS 1 { , , . r x C� -- C fill,j� � jo{ o t If M :? x f! irR it { # I fj,��! j # jr { t Na #lif j j 1f� '�# t 0011 { �# i�} Ntti }{�t { -"-� �# ^� i(it r �� # If It #tlt f! !# # f t# #, -11 it I f I1 1(j, (( tf' _.; €..�.,._? LI_.._� 11-j ? _�_ji { t i # 3 j # ! i # { # ' iilf 3 a ; ! o } --- - _ OUTFALL 446 ---` ` `-- ! 1 _; __ _ ! } 1 i i t t r- . .6s W _ _ ,1 }' a } 1-1 f2 W x ""-- __-"--- ---_ _ 8-w ! if -• �0 4ex, SCALE 1 "=30' (D ST CONSTRUCTION NOTES 409. CONNECT TO EXISTING STUB. SEE NOTE 1. 400. CONST STD. STORM WATER MANHOLE. 411. CONST AREA DRAIN AS PER DETAIL. REFER TO SHEET C9. 412. CONST CATCH BASIN PER DETAIL. REFER TO SHEET C11. 413. CONST TRENCH DRAIN AS PER DETAIL. REFER TO SHEET C8. 443. CONST RAIN GARDEN AS PER DETAIL. REFER TO SHEET C10. REFER TO SHEET LA -2 FOR DETAILED PLANTING PLAN. 445. CONST CATCH BASIN W/STD GRATE & PUMP AS PER DETAIL. REFER TO SHEET C7. 446. CONST 6" ROUND ROCK SPLASH PAD. 450. CONST STD. CLEANOUT WITH CAST IRON LID PER DETAIL. REFER TO SHEET C7. 475. CONST 2" PVC SCHEDULE 40 PRESSURE PIPE. 476. CONST 6" SOCK WRAPPED PERFORATED PVC PIPE 477. CONST 6" STORM DRAIN PIPE ABS SCHEDULE 40 DWV W/SOLVENT WELD JOINTS. 478. CONST 6" STORM DRAIN PIPE, D3034 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. 479. CONST 8" STORM DRAIN PIPE, D3034 PVC WITH RUBBER GASKET JOINTS AND TRACER WIRE. 494. INSTALL "SPRINGFIELD WELLHEAD PROTECTION AREA" SIGN. NOTE: 1. CONTRACTOR SHALL POTHOLE EXISTING STORM DRAINAGE LATERAL, IN COORDINATION WITH THE PROJECT ENGINEER, AND VERIFY FLOW LINE ELEVATION PRIOR TO CONSTRUCTION. 2. LENGTHS, AREAS AND QUANTITIES SHOWN ARE FOR REFERENCE ONLY AND NOT INTENDED TO BE USED FOR BID PURPOSES. CONTRACTOR SHALL VERIFY ALL QUANTITIES. 3. A STANDARD SPRINGFIELD WELLHEAD PROTECTION SIGN SHALL BE POSTED AT THE SITE DURING CONSTRUCTION ON A FENCE OR STAND-ALONE POST IN A HIGHLY VISIBLE LOCATION (SUCH AS THE ENTRANCE TO THE CONSTRUCTION SITE OR IN CONJUNCTION WITH OTHER SITE SIGNAGE). APPLICANT MAY CONTACT SUB WATER DEPARTMENT (541-726-2396) TO OBTAIN SIGN STANDARD OR TO PURCHASE SIGNS DIRECTLY FROM SUB AT 15S/SIGN. 4. FINAL LOCATION OF SPRINGFIELD WELLHEAD PROTECTION SIGNS TO BE COORDINATED WITH AMY CHINITZ OF THE SPRINGFIELD UTILITY BOARD (541-744-3745). 5. FLOOR DRAINS SHALL BE ADDED INSIDE BUILDING AT EACH OVERHEAD DOOR LOCATION. DETAIL WILL BE SHOWN ON M.E.P. BUILDING PERMIT PLAN. WELLHEAD PROTECTION CONSTRUCTION NOTES: A. SITE IS LOCATED IN CLOSE PROXIMITY TO MUNICIPAL DRINKING WATER WELL: CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. B. DNAPL PROHIBITION: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDS'S FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDS'S THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPL'S). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPL'S. ----- ••........�, ' d =tj a Bi ;}}# �� ,� ,�i 1( i E# o #! i } f --- ____ ___#j'j 'ilr }, r}�, t� "' j C. CHEMICAL HANDLING STORAGE AND USE: CONTRACTORS/DEVELOPERS ' "* # ' C,4 SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF " C # ## pr {#tt?,�t�llfl�slft}pito# j# 3 -- UTIL c » " ---- ______ _ 12 ST = -- L-- {- _ t t ,', }; } ; r �' j�' i r� °�°;� #�� o '� , CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION SWALE CONSTRUCTED ---- 4 WW �_ , { } } r # j , # = o , o ; W AS PART OF ACR c -____ _ _ ! _ ; 4 } I # } ! { OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS v 8"ST - __ # __ 1 i ?; USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING STORAGE -_-- _ : ; ._ # ' !+f �•---- _____� " MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE f }'' Q ' -- __ I __ -` "- - ----_ _�- -- 8"ST STORMWATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE ilk {€ { - -�-- _ -- 8 ST SECONDARY CONTAINMENT. '` '' I ! 1111 1 r ! �- #` ` "# ~-_ `- - D. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN r ; j i -- `' ----_ `- 8"ST ----__ - ---_ TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM �,��! # { f #II{ ,� # # t { ? t # { • # { , r i ! # ; # }'."" ---- r- C # # ---- l� ; II' ,{ ## } ,, i# I# ' ;;;i}j jam___ ---_ LEAKING; INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND t ` "i `rt }I o , ►.,r} f 'r te' #' "--- "' } II } V 1 # ��� -- MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND tll i mf #{ #' j t ,# #{ 6t { i "t �..y �•�'� r"�.• .�.--.--}`__.__s't _#( f ## iiki #: �1fMi#�}'! lit, t;If i�M=f° I �; { �T MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING �.__�, _ # j, 1 i ,- j °,_° t rn;; o I r ,, - --_ " , i }t # rj i r TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. 'nom• ��� • L __ i f # N t i, t j f # # t ` e. '...... • '_--'t (_.. j # E{I N #II �% t # # { t r �" {( #� i1it t # " f + # N�`IIII` - VIII Y �M' -ry -- ' # ` # r # i ' `� # I" N # Co I I rn ; o .- #� ' i ' ` 1` --=j `` ' ` f EX' E NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL 8E USED j N N { };Nj#M}} }{ ii i __w # N ., 75.0 ro M tll ^- -"_ E CONSTRUC ED _ ? _- ! }_ __# i i + j } ; } I {t M II ill ; r, ill ao }; # ; a --ON THIS SITE. �' -� SWAL T #} M jl RR ROW w EX. AS PART OF ACR �, - t - �'-- ' _ (( .....,,� • fir• .111--_..f �_......(._.._.i }..._._ ! C"'"`" t j ` # i jet t }) C3 3 STORAGE o w r'#! ! I -I 10 .a0 I P.U.E. Q -..... j zl lil � � (o � N � ��N • - . .- z TL 200 j io IZI if o MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK # I I III W III I i ,i I I III bn 0 �W�73 SHEET C6 of 11 F W 0 �J o� .-. VL O CO t j \fi 0 Mu- o zw® z o SHEET C6 of 11 Co r� Z5 w W SHEET C6 of 11 O zM az fil Z ti a .W7 a Q W A W A W V SHEET C6 of 11 4� sis 8"ROUND GRATE DRAIN—RITE W/ 4" OUTLET CONCRETE PAD SLOPE TO GRATE 3/4" RADIUS TYR 4"PVC — WASTE WATER SERVICE LINE 4" CONCRETE FILLED STEEL PIPE PAINTED RED. MAINTAIN MIN. 3' PLACEMENT FROM HYDRANT. M al I CONCRETE FOOTING M 15" WIDTH MIN. 1-•— 15" —►l 2" PVC BULKHEAD — FITTING 2" PVC PRESSURE.— LINE WATERPROOF BOX FOR ELECTRICAL CONDUIT ELECTRICAL CONDUIT TO SWITCH PER PLAN 2" PVC UNION — BALL VALVE AND CHECK VALVE OPSC 710.4 Y2 HP ZOELLER 268— SERIES WASTE -MATE SUMP PUMP W/2" DISCHARGE & AUTOMATIC FLOAT CONTROL CeTZiliT�irlia�lil# SUFACE PER PLAN r STD GRATE d - N CATCH BASIN W/SUMP PUMP NTS NOTE: SECTION TO BE POURED SO THAT A MINIMUM COVER OF 4" EXISTS ON ALL SURFACES OF PIPE, 4" MIN MIN .` CLEAN OUT DETAIL NTS 2" PVC TEE W/PLUG FOR CLEANING 24" X 24" 10 GA. STEEL CATCH BASIN WITH 24" SUMP ASPHALT COATED INSIDE AND OUT 6" INLET FL=473.48 PROVIDE SMOOTH LEVEL COMPACTED CRUSHED ROCK FOR BASE OF CATCH BASIN STRUCTURE STANDARD STEEL FRAME & COVER MECHANICAL PLUG 4" MIN PIPE TYPE AND SIZE AS PER PLANS. EXTRA LENGTH TO EXTEND BELL BEYOND CONCRETE MECHANICAL PLUG " v 4'!1' 16" a , d •a.• d• a: d Qd• 16" VERTICAL CURB NTS PHOTOELECTRIC CONTROL LITHONIA LIGHTING CSX1 LED 60C 700 40K TFTM LOCATE HAND HOLE ON CURB SIDE EXPANSION JOINT IN NON -EXTRUDED —AC PAVING CURB, CONTRACTION JOINT IN PER PIAN EXTRUDED CURB 3 4"R 'TYP. 6" 12" BATTER 6:1 BATTER " 6:1 8=� 6 4' g% SLOPE 12." a< v d • 4• d' 18" JOINTS: EXPANSION JOINTS SHALL BE PLACED EVERY 30 FEET IN NON -EXTRUDED CURB. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS, C_1 & GUTTER DETAIL N.T.S. FIBERGLASS POLE W/ FINISH TO MATCH LUMINAIRE �- 10" SMOOTH INTERIOR CORRUGATED POLYETHLYENE SLEEVE (ADS) LIGHTING DETAIL NTS PAVEMENT SECTION DETAIL NTS 0 SURFACE PER PLAN 2" ROUND GALVANIZED POST THREADED ON ONE END � e'',P0.t 0 E i'ip v''"i0'' r,, �+n, s�i^�1l�Pd� KEYED NOTES/jam/j�/j�/%/%\\\/%\/%\/%\/ D4" ASPHALT PAVING- //��//��//��//��//��//�������� C /� cc O '000 "0 0 2" LEVEL 2, 1/2" DENSE HMAC OVER 2" LEVEL 2, 3/4" DENSE HMAC\//\//\//\//\//\//\//\//\//\//\// o . O 12" 3/4"-0" CRUSHED ROCK A �3 FABRIC UNDER ROADWAY (LINQ GTF OR EQUIVALENT.) IF REQUIRED DUE TO SOFT SPOTS. z w a in. O WELL -DRAINED SUB -GRADE g o� v w w x COMPACTION TO BE APPROVED o v BY GEOTECHNICAL PROFESSIONAL. PAVEMENT SECTION DETAIL NTS 0 SURFACE PER PLAN 2" ROUND GALVANIZED POST THREADED ON ONE END 2" GALVANIZED CAP 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL 2" ROUND GALVANIZED POST TREADED ON ONE END 3,500 PSI CONCRETE iTm t 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL VAN—ACCESSIBLE SIGN DETAIL NTS 2" GALVANIZED F, UPLER SET IN O CONCRETE �i �i �` b OD11 a1 TyPa UY 5 ak, [an "John Namur 18" CONCRETE POLE MOUNTED ADA SIGN DETAIL NTS rn z.? W o23 � e'',P0.t 0 E i'ip v''"i0'' r,, �+n, s�i^�1l�Pd� C /� cc O '000 "0 0 o o . C co A w F Q O z w a in. � g o� v w w x m A w x o v . f 2" GALVANIZED CAP 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL 2" ROUND GALVANIZED POST TREADED ON ONE END 3,500 PSI CONCRETE iTm t 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL VAN—ACCESSIBLE SIGN DETAIL NTS 2" GALVANIZED F, UPLER SET IN O CONCRETE �i �i �` b OD11 a1 TyPa UY 5 ak, [an "John Namur 18" CONCRETE POLE MOUNTED ADA SIGN DETAIL NTS rn z.? W o23 ?a. d76�.ibai.. � e'',P0.t 0 E i'ip v''"i0'' r,, �+n, s�i^�1l�Pd� C /� cc O '000 "0 0 M� o Z W z o C co ?a. d76�.ibai.. � e'',P0.t 0 ]aP 9r d�veE+.rir..•`�w''ir i'ip v''"i0'' r,, �+n, s�i^�1l�Pd� w F Q O z w a in. W v U) A w w x o� v w w x m A w x o v SHEET C7 of 11 4peldifications - t£WSAQW 61 ft2­ RIK 0X 43M: To& 12}' io cD t: V) rl") 0 Lorigthz 1411 �'PeIY '0' r tnV VmraV t � #I �,a i W L, b I Vi R + (m OWD NAW 0 r 4 Lij ISM 11vey M 2 -- CD 0 1L> Weight V Uz A� 0 Is ar"MM111 Aim] MAI irw RM, I A Introductim 'The Contour*$edes� luminaires offertraditional :square, 4aO V s6ftih ed ed, " 's 'fo 1, rA: T _ T_ Ve le_16ok, &atborh I tt e Mo - 'applications.. _1 :H Py The CSX1 combines the latest in LED technoloqy; L vjilh;the familiar aesthetic ofthe.Contoui* Series, _7 It is � i, al fur replacing tiadiiiar al rheftl 1-ialide, H in aria lightjnqa I �atio ithypi tpnoi!gy 00 .... w ... say.Mt of65%and 4k etted"somfce:life :of over 1,00,O3 hours, EXAMPLE. CSX1. LEIS 6X 1000:40K T3M:MVOLT W 60 700 1 00 nA 40K. MK JiW' 11�0 I JAVOLT Sh (Piia d 1 644 td shio e 4 111 5 a, I t 4 TenoriMounfing Sjipfitter** 015190 912 4210 =149 XM -40, AST;5-,-,V 3SI r 2a vls-w _Yvz-o fAAJMVMIA AllnjMsre owt-d- NAI ELEVATION VWjG,HT. 220 DS, 'CONCRETE: 4,0001'ptl Q,28,Pays- REINFORCiNG: (2j 44 RobOr AM Ai5 grade 60 MIJ of 101 DI Mv to] 0 SECTION Specifications McIth, -Height•. t£WSAQW 100MA RIK 0X 43M: To& 12}' io cD t: V) rl") 0 0 1411 �'PeIY '0' r tnV VmraV t � #I �,a i W L, b I Vi R + (m OWD NAW 0 r 4 Lij ISM 11vey M 2 -- CD 0 1L> W CL IFTWRr"d 0 Aw, i WBA WA040 iiS :Ibwmid� C'. z A7 Sbippeds"teiya I -q- 11 1 1malta, MIarlk4K14vo, 480, 3PUMBA < u �qtOF 10, 4WVJ, DPARXI) ldwxd M A ` Dmo latued U RFUMPA NWP0 , C W I QUO QftiA U w w lmla quo 0 a. U2 1:4 , bf0*4- W U tii TenoriMounfing Sjipfitter** 015190 912 4210 =149 XM -40, AST;5-,-,V 3SI r 2a vls-w _Yvz-o fAAJMVMIA AllnjMsre owt-d- NAI ELEVATION VWjG,HT. 220 DS, 'CONCRETE: 4,0001'ptl Q,28,Pays- REINFORCiNG: (2j 44 RobOr AM Ai5 grade 60 MIJ of 101 DI Mv to] 0 SECTION Specifications McIth, -Height•. 9. E ce U; cD t: V) rl") 0 0 CY E OC cc 0 r 4 Lij f 7;; 2 -- CD 0 1L> W CL 0 C'. z 1malta, MIarlk4K14vo, , N M A ` TenoriMounfing Sjipfitter** 015190 912 4210 =149 XM -40, AST;5-,-,V 3SI r 2a vls-w _Yvz-o fAAJMVMIA AllnjMsre owt-d- NAI ELEVATION VWjG,HT. 220 DS, 'CONCRETE: 4,0001'ptl Q,28,Pays- REINFORCiNG: (2j 44 RobOr AM Ai5 grade 60 MIJ of 101 DI Mv to] 0 SECTION Specifications McIth, -Height•. 9. E ce U; cD t: V) rl") 0 0 CY E OC IED M, H al, _umi aire Introduction Tho pqpular'l"WR,1 luminaim isnow available with lonq-ljnlihg, enerW-efficient LED technollc* '170tu'drIga classi.c_d ayforr",,th�TMILED.of I fers '.1d I, oo,a, appoarance-On, , is powered by: acivIanced LFOs- TheTVVR1 LED l0minaim, is�poweiful yet enerqy� Aoent,capable 6f replacing up toa.V_W/ meul halidellumi,mire while saving up to WX is energy casts 10ff&ing an,expeae4seNce life of more than 20 yearsthe TWRI LED eiliminates frequent tamp and ballast replacements associated with t ra c 4 4 o n a Lte ch n o 1041 es. rdrirer 6 tXAMkLE­-.�1WR1, L5D 15OKWOCT, 1, 7000wmff* 4A 400 Mvo&� MAY Womtroal (bWk) Darktiox PF'' tiY£Ikdtai4cisTt MWV, q lip,*,W , tagl� ftm 120-27YVd4 fLj. FEATURES &.SPE!t1F1CATf0N$: INTENDED brA4 wag Pa&� P46NIC amm� 4IMjWVIA wftlxom, pintiAosto $,szbA%y; Door kva 0 n - tt*! ik"4ro s rrn g tin%s rc WOLT 11*ftT lbitH�:'^,hkIL�D. I saghkttstf.gpnatoCaON mc!0"41, znfefor.?veO x ty M4 0,af&c6 widN via Wy, ov usnNGS Miivt-�,dtaus, aid Cal-<1(4r,t5a$t*,,itorw3e�fof Wo 1:06tori�;Twed ftuc dr iue *th and LAW Mnd-&_ I I =M WARRANIY FoMed at I 5k) Plan mod Jown hmtov' " y 6F �6 Date Received OCT 02 2017 Odginal Submiffai coa, �3 SHEET C8 of 11 O E ce U; cD t: V) rl") 0 0 CY E OC cc 0 r 4 Lij 2 -- CD 0 1L> W CL SHEET C8 of 11 O 0 C'. z ox U U w w w 0 a. U2 1:4 1:4 W U SHEET C8 of 11 U -LINE 1 -LOOP WAVE (U SHAPED) STYLE BIKE RACK, W/BLACK POWDER COATING, OR EQUIVALENT. 4"' THICK CONCRETE PAD 3,000 PSI MIX OVER 2" CRUSHED ROCK. BLUE BACKGROUND a on a k<4 Q � , 7'-0» 4. < BICYCLE PARKING DETAIL NTS DISABLED PERSON PAVEMENT MARKING NTS SIDEWALK PER PLAN 4" WHITE PAVEMENT STENCIL WHITE BORDER 1� V 4 r ' /i ct ° TRUNCATED DOME w TEXTURED SURFACE G. A 4 Q ti Q. w`r G %? <G Q C �S�{��C3�0 0 i � 4 A �_OC 0-0-0- v 4" WHITE STRIPE 60" MIN. (96" MIN. FOR VAN ACCESSIBLE LOADING PER ANSI A117.1) WHEEL STOP 2' PER PLAN (TYP.) 4" WHITE STRIPE DISABLED PARKING DETAIL NTS s�l I' 6 SIPECI.FICATION SUBMITTAL SHEET ' APPLI ATION Designed for ins:allatlonon potable water llnesto protege agaliiatbofh backelphonage and backpressuroof 6ohitalni, nated waterirto;the potable water st pply-Assiembly shall provitle protec#ion wherea pofenfiai health hazard ewsfa; FEATURES STANDARDS COMPLIANCE, Sizes; :33W a 1" 0 11/4" 0"1 1/2'% "0 2-" . ASS, E& Listed 1013 • IAPMO9 Listed Maximum Wgor,gwater pressure 175 PSI • ULO Classifred{lessstiut-atFt-&esorwittOS&Yva")' Masiimum workir water tem erah re t 6°F 9 P $ • C -ULA Classified -lydrostatic tos- pressure 350 PSI ♦ : GSAQ Csrtifled =nd_ connectioraThreaded ANSI 8120.1 . AMA Co •. Approved 6ythe=oundation for Cross Co rection OPTIONS Control and Hydm,Ulla Rasearch'af the:Uiiversi y,of (Suffcces'can be combined), Southern California • °NYC.ME442M941ti60L3 - with Jul I port QT ball,vals es {standard) L - less ball valves MATERIALS. :1 U - with union ball valves. Main valve body Cast BronzeASTMi B 584 3 MS - with integralselief valve'monitorswitch Access covers Cast Bronze ASTM B 584 ZI P for rectalmed water systems Festeners Stainless Steel, 300 Series 3 S - with bronzo "Y" type Warier Elastomers Silicone (FDAApproved". 3 BMS - v iih batar!`operated monitor,sw ic11 Buns Nlirae (FDAApRro'ied :3 FDC wifhfirahydrant connection; �Z only Polymers: Noryl- 1 SF.L'isted :I TCU' - with test eoeks Lp Springs. Stainless stool. 300 series; 3: V - with union swivel elbows (3r4" & 1"} 3: SE - with•sireet elbows 3 =T - with integral male 45°:flare SAE -test 11 -ting ACCESSORIES j Air gap((Model AG) J1. 3 kepair Wt (rubber only) F.. CD Them al expansion tanK il4lodei XT) 3 Sa3aeaeddock vaive.(Model40XL) b C S 3; 5hockarrester:(hitode11250) :3 QTSET QuickTost Fitting Set: A :1 Ball, vat ve Nandie lodes G 3' Test Cock Lock(Model TC L241 1161ef Valve dischargeport :0,0 sc,, in D1lNENSiRiJS & WEIGHTS {do not include pkg J 1114 - 2' - 1,1,9 sc, in:. - Fkiip I f 2` Wimluaa Zorn confpany, 11747 Commarce wsy, Paso Robes, CA'a*6 4w a:8061Y36-T1a6 F 8Q5/2386786 In Canada;ZURNMDUSMIi SLIFATE5,"3544 Nashua Dr:,K,&sissaugs,0rW:)L4Y11_2Phone:%W05-8272Fax90sf4054292 Product Support kelp Line f-877-13r1CKFLO,V1(1_477222;6366) • Webs IIto:hnp:ilrnvivxtctr" . � � FORD The Model $3 hydrant is designed for use anywhere Ba{�kfiow:Protected -61RIEtJS10NS,(appttatimatey ttl'E1GF{r MQDEL. StZB art. 'mit.. A tri mm is U1UON SALCYALYE§: in. mm. :B LESS, BALL G D E VAL`I65- in: 11Ytt In,. ^tm..ln., mm in: LESS V11TH F O aALL'. FALL VAj)lE$. �S�ALVES mm im_. 'mm in. rvn IC6�'k �- ID3.. k �4 YJ i2 3C6: f3,3J4. 34':- 7314 197 11181641 3 `76 3112' B8 6 127 1611& 410 to d:iS, 7Q 5.6,. 1 25 t3 350 14tt2 365. 7314:.197 2di8 ad- 3- 78 3.ik.89 6 12T 1738 44111314,5 td 6:d 1-014 22 - 17 452 1fi't31ffi'A6lt8: 278 23i� -TQ 3 f12 .a9 Y2J 16,14 -11, i 71 229!18 '573 22 :10' 28 12.7 -1`112. 4a 77318: 441 193/E� 492 1015/t6 2T8 2'3/� 70 3112--:69 5� `127 6314. 171 24.1116 :EN 22 '10: 2S 12T -.2- ,5�- 1612 474 -201f2, 521 a0�15/16 1278-12 3(= 70` 1312 69 b�; 6314 1?t 2Bfi2: 'R73 22--t0; 34 'ib.4 J FLOOR PLAN TRASH ENCLOSURE SECTION TRASH ENCLOSURE ROOFING, OVER STS @ 16" O.C. » - T.O. "x8"x16" CMU WALL """" "' 1-1. P.T. 4x4 BUMPER CONCRETE WITH WIRE :SH REINFORCEMENT OPE FLOOR TO DRAIN DRAIN TO CITY SANITARY SEWER LINE & PROVIDE WATER PRIMING SYSTEM SPECIFICATIQNSt HOSE CONNE".71 dN SA£iSt LOW P : EN ER (SFP) N1DELO1 Model 37HF 4ASSE 1052 • Fleld Testable (see instruction sheen * Two.Citeck Valves OPTIONAL*-ASSE 1057 listed - Consists of NIDELA) Model 34HF.Sir gle Check Vacuum Breaker 4}xder exainpta: S�- ,. �ut~ FWALE INLET- 1" N.P.Tfi CAIN PREaSI.I S - 20 psi MAX PRESSURE. -140 psi MAX TEMPEftP' TUBE --12V F Date Off 02 2017 e '.l►1 � � FORD The Model $3 hydrant is designed for use anywhere Ba{�kfiow:Protected �tabtewater is required. rn � Unlike conventional hydrants which drain the watrar int¢ Automatic Draining the ground, the;Model S3 employs a reservoir below Free`zele$s. frost line t000ritain the'water: The hydrant is completely seated to preventsurface andground water from'enter-Sanitary i'C� } $ ing reservoir or service Tina. The valve, With irs unigile, l 9• ventattda ri3n,remitveslfiesidr'edwatera[ongwithtfsti water beIN used. C -D The Model 33 is equipped with a diverter spout, which allows the hydrant to'be operated independently from the backflow preventer. When,the hydrant is to he used with a hose, the diveiter sleeve is pulled dawn during flaw anti wateris autgmatt it diverted to the b o IY ackii w fseventerhaseconneoGo'n.;The diverierwill workwith cr 0 Z U x Gil 14 co w Without a hose attached 16%a, baokf o'w revemerand p CA W W � W W W � rfila'utomatically' release atiytimethe hydrant Isshut off. A16impodantfeature ofthe:S3iseasy -maurienarice,The When the hydrant is ;opened to antMposttkznwater-wtttflaw entire-, orking portion of the hydrant .cai be.ternovea th"nthadi *40tpout from The resemir without any excavation, SPECIFICATIQNSt HOSE CONNE".71 dN SA£iSt LOW P : EN ER (SFP) N1DELO1 Model 37HF 4ASSE 1052 • Fleld Testable (see instruction sheen * Two.Citeck Valves OPTIONAL*-ASSE 1057 listed - Consists of NIDELA) Model 34HF.Sir gle Check Vacuum Breaker 4}xder exainpta: S�- ,. �ut~ FWALE INLET- 1" N.P.Tfi CAIN PREaSI.I S - 20 psi MAX PRESSURE. -140 psi MAX TEMPEftP' TUBE --12V F Date Off 02 2017 e '.l►1 to a#@YF rtPN,tS6iti �r aS�'�$.`elb@�° °i59e't"PSJp'A,� �7. 2=22°rai209 �� o ca o a co 5 co P4 w I C0 rn � X cV .� Vto �� W .,E L6e- 0LO� C -D z 0 V) C to a#@YF rtPN,tS6iti �r aS�'�$.`elb@�° °i59e't"PSJp'A,� �7. 2=22°rai209 o ca o a co 5 co P4 w W X sl �� W z 0 Cn W SHEET C9 of 1 1 O o `— W Aaa., 0 Z U x Gil 14 co w >0 w W a CA W W � W W W � U z 0 Cn W SHEET C9 of 1 1 BEARING AREA OF THRUST BLOCKS IN SQ. FT. FITTING SIZE TEE, WYE AND HYDRANT STRADDLE BLOCK 90° BEND PLUGGED CROSS TEE PLUGGED ON RUN 45° BEND 22° . BEND 11yq BEND 4 1.3 1.6 1.8 1.0 8 4.0 6 2.8 3.7 4.0 2.2 1.1 12 8 5.0 6.5 7.1 3.8 2.0 1.0 10 7.9 10.2 11.1 6.0 3.1 1.5 12 11.3 14.7 16.0 8.7 4.4 2.2 16 20.1 26.1 28.4 15.4 7.8 3.9 20 31.4 40.8 44.4 24.0 12.3 6.2 24 45.2 58.8 64.0 34.6 17.7 8.9 VALUES BASED ON 200 PSI WATER PRESSURE & 2,000 PSF SOIL BEARING CAPACITY. TABLE No. 1 HORIZONTAL BLOCKING THRUST BLOCK VOLUMES IN CU. YDS. FITTING SIZE 45° BEND 22 �° BEND 11y4 BEND 4 1.1 0.4 0.2 6 2.7 1.0 0.4 8 4.0 1.5 0.6 10 6.0 2.3 0.9 12 8.5 3.2 1.3 14 11.5 4.3 1.8 16 14.8 5.6 2.3 TABLE No. 2 VERTICAL BLOCKING FITTING SIZE ROD SIZE EMBEDMENT 12" & LESS #6 30" 14" - 16" #8 36" TABLE No. 3 REINFORCING ■:[$7 11 7ile]011r_1mI VERTICAL TEE HORIZONTAL CROSS VERTICAL CROSS HORIZONTAL WYE VERTICAL BEND BEND STRADDLE BLOCK NTS 19 ZURN MODEL Z348-77 DOME TYPE AREA DRAIN W/6" OUTLET WIRE MESH COVERED - 1" ORIFICE 0 FLOWLINE 6" C900 RISER--` 6" PVC ELBOW OR TEE RAIN GARDEN A AREA DRAIN DETAIL NTS 2' RING OF 3" ROUND ROCK 8" DEPTH 11 4 , -AC PAVING & EXTRUDED CURB WITH 2' BREAKS FOR DRAINAGE PER PLAN DOME TYPE AREA TOB DRAIN AS PER DETAIL TOB 476.00 FLS=475.00 476.00 - OUTFALL GRATE=475.75 PER PLAN 6" ROUND ROCK SPLASH PAD 9» 3:1 SCOPE MRX FIAT ROTTOM NOTE; SLOPE FROM AC/CONC TO TOP OF RAIN GARDEN VARIES 3:1 MAX OUTLET PIPE PER PLAN VARIABLE WIDTH r� 9' AT AREA DRAIN NOTE; GROWING MEDIUM SHALL BE 24" SUNMARK NATIVE WATER QUALITY MIX. APPLY 2" PEA GRAVEL AT BOTTOM FOR SOIL STABILIZATION RAIN GARDEN ONE SECTION NTS AC PAVING & WHEEL STOPS PER PLAN ZURN MODEL Z348-77 DOME TYPE AREA DRAIN W/6" OUTLET 5.5' 1" ORIFICE INTO PIPE AT OUTFALL FLOWLINE PER PLAN 2' 14" 24" GROWING NOTES: MEDIUM 1. GRATE AND FLOWLINE ELEVATIONS VARY, SEE 6" PVC STORM DRAINAGE PLAN FOR CROSS ELEVATIONS.\_6" PVC 2. RAIN GARDENS TO HAVE A ELBOW MINIMUM OF 2" FREEBOARD. RAIN GARDENS B & C AREA DRAIN DETAIL NTS 6" SOCK WRAPPED - PERFORATED PVC PIPE 24" GROWING MEDIUM 2' ROCK CHAMBER LINE W/FILTER FABRIC RAIN GARDENS 2 & 3 SECTION NTS Ne} copy Cvt 3 Gy lay JAA Date Receiveil OCT 0 2 2017 dein bD �W�23 SHEET C10 of 11 r,cn E r� ce a' v M N • *'-I .� C) � M O O O E o COuvco _ d M� CD w Z 0 E = y a SHEET C10 of 11 r O rn z a o a w W W W v SHEET C10 of 11 12" NOTES: T 1. FIRE ENCLOSURE SHALL BY DESIGN BY ARCHITECT. 2. ALL CLEARANCES APPLY TO OUTSIDE AND IN -BUILDING INSTALLATIONS. 3. INSULATION — FREEZE PROTECTION TO BE INSTALLED AND/OR HEAT SOURCE TO KEEP ENCLOSURE AT A MINIMUM TEMPERATURE OF 40-F (NFPA 13-4-5.4.1). 4. FIRE ENCLOSURE SHALL HAVE A MINIMUM HEIGHT (IN—BUILDING) 5.50 FEET. 5. BORE—SIGTHED DRAIN TO DAYLIGHT. 6. COMPACTED GRAVEL OR UNDISTURBED BASE. 7. TWO DOORS SHALL BE PROVIDED. 8. ALL ASSEMBLIES 242" AND LARGER SHALL HAVE FLANGE SUPPORTS. 9. ALL STRUCTURES TO COMPLY WITH LOCAL CODES. 10. FIRE DEPARTMENT PUMPER CONNECTION PER LOCAL FIRE CODE. FIRE ENCLOSURE NTS 0 Lq a-1.00' u') b ubde Check Detector<<Assembly, 10" Horif &,,V&t) MV itarials 5t3. H - with OS &;Y'gate valves (standard) less shut off,valvps "(flanged b94 , connschons` ❑ Lhil lessuratermeter' wrth;rsrnofe readitlg muter with':gallon rr`�ter.(starydard); ❑ CFf - 1�+i#h''eu=ft:rnrF ❑ AMM - witfit cu mtermeter n _ -With, roova��mdgatZ%,, lJ 2s. tFi flan9�d, inlet gate; conrieg6ola ra; obved otatfet gate:cdnnection th°Post Indicator Ga e,Vald"e(3°=1;0 rit fn jbbar,only) I gxpagsJon tank (NA,odsl XTj �afa ua11 � kam,pgr s rite isi{,1DE€ 0 24" 8" DOUBLE MIN. CHECK VALVE 1.00' e FIRE METER 12" Oto o MIN. 77177777 - in. . NOTES: T 1. FIRE ENCLOSURE SHALL BY DESIGN BY ARCHITECT. 2. ALL CLEARANCES APPLY TO OUTSIDE AND IN -BUILDING INSTALLATIONS. 3. INSULATION — FREEZE PROTECTION TO BE INSTALLED AND/OR HEAT SOURCE TO KEEP ENCLOSURE AT A MINIMUM TEMPERATURE OF 40-F (NFPA 13-4-5.4.1). 4. FIRE ENCLOSURE SHALL HAVE A MINIMUM HEIGHT (IN—BUILDING) 5.50 FEET. 5. BORE—SIGTHED DRAIN TO DAYLIGHT. 6. COMPACTED GRAVEL OR UNDISTURBED BASE. 7. TWO DOORS SHALL BE PROVIDED. 8. ALL ASSEMBLIES 242" AND LARGER SHALL HAVE FLANGE SUPPORTS. 9. ALL STRUCTURES TO COMPLY WITH LOCAL CODES. 10. FIRE DEPARTMENT PUMPER CONNECTION PER LOCAL FIRE CODE. FIRE ENCLOSURE NTS 0 Lq a-1.00' u') b ubde Check Detector<<Assembly, 10" Horif &,,V&t) MV itarials 5t3. H - with OS &;Y'gate valves (standard) less shut off,valvps "(flanged b94 , connschons` ❑ Lhil lessuratermeter' wrth;rsrnofe readitlg muter with':gallon rr`�ter.(starydard); ❑ CFf - 1�+i#h''eu=ft:rnrF ❑ AMM - witfit cu mtermeter n _ -With, roova��mdgatZ%,, lJ 2s. tFi flan9�d, inlet gate; conrieg6ola ra; obved otatfet gate:cdnnection th°Post Indicator Ga e,Vald"e(3°=1;0 rit fn jbbar,only) I gxpagsJon tank (NA,odsl XTj �afa ua11 � kam,pgr s rite isi{,1DE€ 0 o 0 `�'CJ ©�s1ElON. a x3ffmts e N. V p i Oto o tNEfC�[ R �p 3lE fY:- . . fm - in. . -fm it -mffi "$i. ' inffi '1f1: ifYil ` in. - fm in 'mm 3f1. rffiffi 4yfT t.VES 2112 65r ',31. 7$7, 157!8 '403 3314 95 ,.'$ 22911633: 416. 13718 rn w Q A Z w a a o U to 32 all 15718 .� w W 8�1� 95 `8 2295 18713: r79• 'fib` 8 397 ; 3112 89 .88 ;3AB '19B 8a , Y1t30 37 518 191x2 i�85 112 11Y 8" 229 ?23f: ".f8" 1811 $`. " '152 -1A6 45" 296 13x.4 6 X50 " .44- Y 1137 23112 ''597 5112 ! 40 10112 267 3fl 11 765 23 .603: t7$ X80 817" A90 219.9.. 9 . -200 60:314- 1543; 87314 x958 `101 '254 I, 3%;; 3731 059 120 1. ?43 $'iP1 216` 374. -190 "850 W., 10. 250. 638f4 46 $ 373!4: :959. 10:; 254 ..12. 45314 :4162- :35318` 893x $1Y2 216 404 ',188 '1222 554:8 12 3g0, 66114 "1683 88 965 `40 254 12 305- 531f3 4349 40518 1032 $ZI$ `226 .468< 210 ,1623 236:2` -► ZuCn,(rj�astttes,LG 1 Pubilfsins `RaV B 1747Commern6,Way Paso, Robles, CfiQ,'8,' .$344G Pit,$658`63;?9878, FaX�06-2381&66 Date !2/1:3, in Ganaaa brnlfidustries Limited% DocunSnt No: ,n,SODA 3544 4ashua{)nys Misslssaugaj, ntaito,L`4' It 2 Ph`805 4D5-8272; Fax 9054:0 i 2 Patent hiis. b;;913, 331'' f'idduct-No. Maiei 350RA z azar s tom ;Page, t ,.of,2 S�l'I�- ODDta'I-iyPa JDh�n t Date Received OCT 02 2017 Odglnal Subri�lttal CD .� C) ^� 0 o 0 `�'CJ o rn 0 e N. V p i Oto o O O c c O a Ld v o zw� Z 0 NCS 0 O N 0 rn w Q A Z w a a o U to F x w A til tY W W w W r as -i-D �y N O o N � 0 rn w Q A Z w a a o U to F x w A til tY W W w W O U 3)CN —/ 7)PO - Nil f11 III 11lf #llf # 71!! I 1 ! ! ! # # ! f PLANT LIST SYMBOL xisting street II� SIZE trees (3) Prunus TREES errulata �� 4 � ""' ' II Existing stree` 6 ---- •..... ,,,� trees 4) Acer macrophyllum As fl 4. Rain Garden areas should be clearly marked before site work begins to avoid soil disturbance and compaction M U -j z w� tf � allowed within 10 feet of swale areas. 1. f' 1)AP Cornus nuttalii 'Eddie's White Wonder' 2" Cal. As Shown 6. Apply 2" pea gravel to bottom of Rain Gardens to provide soil stabilization. 3" of bark mulch shall be applied White Wonder Dogwood j t II I jj JJ II! I III I III I II � I I I I j I' 111 I 11 I jjj 11 I III ! f7 ( { I� I f fl � li I• �-•-- I• II I Jjj(Jj 1 Ill � Ill I Ili I I � III 111 I I !I r J Gal. As shown lit11. Ill( Emerald Gaiety Euonymus " 12. Provide 3 of shredded bark mulch over planting beds. 511E +{` Illff illi f�ll1 f � # ! # #! ( fll! #III LA } Lavandula angustifolia 3 Gal. As shown � f � t 20)EI 1)AP - 7 Physocarpus opulifolius 'Diabolo' � � 1 7)tA As shown Diobol0 Ninebark SP 7 Salix purpurea 1 III Gal, i i 1)AP — � III III it � If l 1 1)FF(— 3)CN —/ 7)PO - Nil f11 III 11lf #llf # 71!! I 1 ! ! ! # # ! f PLANT LIST SYMBOL xisting street II� SIZE trees (3) Prunus TREES errulata �� 4 � II AP 6 Acer rubrum 'Pacific Sunset' 2" Cal. As fl 4. Rain Garden areas should be clearly marked before site work begins to avoid soil disturbance and compaction M U -j z w� Pacific Sunset Maple � allowed within 10 feet of swale areas. 5. After Rain Garden areas are cleared and graded, all disturbed subsoil shall be tilled before capping with 18" of CN 3 Cornus nuttalii 'Eddie's White Wonder' 2" Cal. As Shown 6. Apply 2" pea gravel to bottom of Rain Gardens to provide soil stabilization. 3" of bark mulch shall be applied White Wonder Dogwood j t II I jj JJ II! I III I III I II � I I I I j I' 111 I 11 I jjj 11 I III ! f7 ( { I� I f fl � li I• �-•-- I• II I Jjj(Jj 1 Ill � Ill I Ili I I � III 111 I I !I r J 3)CN —/ 7)PO - Nil f11 III 11lf #llf # 71!! I 1 ! ! ! # # ! f PLANT LIST SYMBOL QTY. BOTANICAL NAME SIZE SPACING TREES COMMON NAME N .� C> 2. Because of construction compaction of soil, completely clean area of construction debris and heavily amend shrub beds with a three to six inch layer of compost. Till entire area to a depth of 12". AP 6 Acer rubrum 'Pacific Sunset' 2" Cal. As Shown 4. Rain Garden areas should be clearly marked before site work begins to avoid soil disturbance and compaction M U -j z w� Pacific Sunset Maple o allowed within 10 feet of swale areas. 5. After Rain Garden areas are cleared and graded, all disturbed subsoil shall be tilled before capping with 18" of CN 3 Cornus nuttalii 'Eddie's White Wonder' 2" Cal. As Shown 6. Apply 2" pea gravel to bottom of Rain Gardens to provide soil stabilization. 3" of bark mulch shall be applied White Wonder Dogwood 7. Use only shrubs and varieties, as indicated on plan. Changes must be approved by designer. SHRUBS 8. Purchase healthy material at minimum sizes indicated on plan. 3` z w a i # 9. Placement of shrubs and trees should match design as close) as possible. Minor adjustments in plant 9 Y P J 1----' ' 1 EF 4 Euonymus fortunei 'Emerald Gaiety' 3 Gal. As shown lit11. Ill( Emerald Gaiety Euonymus " 12. Provide 3 of shredded bark mulch over planting beds. 511E +{` Illff illi f�ll1 f � # ! # #! ( fll! #III LA 21 Lavandula angustifolia 3 Gal. As shown English Lavendar PO 7 Physocarpus opulifolius 'Diabolo' 3 Gal. As shown Diobol0 Ninebark SP 7 Salix purpurea 5 Gal, As shown Alaska Blue Willow GROUNDCOVER AU 395 Arctostaphyllos uva—ursi 4" Pot 24" o.c. Kinnickinnick EFC 58 Euonymus fortunei 'Colorata' 4" Pot 24" o.c. Purple Leaf Wintercreeper f # r 1 f#lll( fi NOTES: T; ; �' 1. Automatic underground irrigation system will be designed and installed by a licensed contractor in all lawn, shrub beds and Rain Gardens. Rain Gardens should be zoned separately so that once are established water /� Cn plants con be applied infrequently. N .� C> 2. Because of construction compaction of soil, completely clean area of construction debris and heavily amend shrub beds with a three to six inch layer of compost. Till entire area to a depth of 12". QO C 3. Special care should be taken before planting trees. Excavate area to a depth of 24" and twice the size O of the root ball. Heavily amend site with compost. o 4. Rain Garden areas should be clearly marked before site work begins to avoid soil disturbance and compaction M U -j z w� during construction. No vehicular traffic, except that specifically used to construct the facility, should be o allowed within 10 feet of swale areas. 5. After Rain Garden areas are cleared and graded, all disturbed subsoil shall be tilled before capping with 18" of topsoil. If existing areas surrounding the stormwater facility are disturbed by construction, the top 18" of �— — shall be tilled. After tilling is completed, no other construction traffic shall be allowed in the area, except for ' # planting and related work. li 'll' Illi 6. Apply 2" pea gravel to bottom of Rain Gardens to provide soil stabilization. 3" of bark mulch shall be applied to swale side slopes. 7. Use only shrubs and varieties, as indicated on plan. Changes must be approved by designer. ` f !ff il(f# I k. 3:1 MAX. SIDE SLOPES EXISTING SUBGRADE 24" GROWING --f MEDIUM 3' FLAT — 3' ZONE 8 BOTTOM 3' ZONE B ZONE A 9, RAIN GARDEN PLANTING DETAIL NTS GROUNDCOVERS: CREEPING OREGON GRAPE ON BOTTOM 1.5' OR 2' OF SIDE SLOPES COASTAL STRAWBERRY ON UPPER 1.5' OR 2' OF SIDE SLOPES NOTE; ­/ SLOPE FROM AC/CONC TO TOP OF RAIN GARDEN VARIES 3:1 MAX NOTE; GROWING MEDIUM SHALL BE 24" SUNMARK NATIVE WATER QUALITY MIX. APPLY 2" PEA GRAVEL AT BOTTOM FOR SOIL STABILIZATION AC PAVING & WHEEL PER PLAN NOTE; GROWING MEDIUM SHALL BE 24" SUNMARK NATIVE WATER QUALITY MIX. APPLY 2" PEA GRAVEL AT BOTTOM FOR SOIL STABILIZATION 6" ROUND ROCK SPLASH PAD VARIABLE WIDTH 9' AT AREA DRAIN RAIN GARDEN A SECTION NTS DOME TYPE AREA DRAIN AS PER DETAIL FLS=475.00 GRATE=475.75 RAIN GARDENS B & C SECTION NTS 476.00 MAX � Fvvcqo ota"1 TYPa mc�ja� S�I-e Ptrnx� rnAd Join �' m 13 of t�* , r �gnal Submiifal M �'i°a4P.1� }e l � �9 t �',4YI9� 0 � o E � %�.a� 19.E $g � U 03 � •• X59@� •rf ��M 0 C O O E0 C VL COD 00 W O O M rC.D7'Z W os Z N S cl �'i°a4P.1� }e l � �9 t �',4YI9� 0 i lf$ f°i�.17 � %�.a� 19.E $g O � •• X59@� 411ffr` 0 O r__ COD os zz) Q 0cd N rn z a a N•y • cQ 0 W W W �'i°a4P.1� }e l � �9 t �',4YI9� 0 i lf$ f°i�.17 � %�.a� 19.E $g „>� � •• X59@� 411ffr` 0 r__ r rn z a a 0 W W W A a v U)a SHEET LA -3 of 3 � ELEY,4t I ONS SCALE:1I8" 180" W 24 mum • r u ��.. FRAME A • Sli= .. ry (.py� tt�t"1- uw al TPA nyy, &,(� PA4 join OU 0 2 2017 •Ike t� .�1' THE DOCUMENT AND THE IDEAS AND DESIGNS INC0RP0R4TED HEREIN ARE THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC, AND t5 NOT TO SE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC 0 7 Q ca a Z 1 O EXTERIOR TITLE: ELEVATIONS J08! 1283,0331201"I DDRAUN JSD 00-00-0000 n • 2 rl, m N 31'-6" ■ G 32' D 225' 32' E ■ 32' G 31'-t " THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREN ARE THE PROPERTY OF RODO HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC R 5 V FIRST TITLE: FLOOR FLAN JOS* 1283.03312011 GOEF1 T FLOOi� l FOLA &wrr.- fil JSD E= 114': ; I40:f 8' -- -- Date ec iv 0 OCT 02 2017 A - - ISSUE 00-00-0000 Original Submiffal 6A DATE: SCALE: 0/011=01 -011 Fik, �'Y1ajo� Sv1� Plate Y�'��d john tJ�'� aft 6 A 3. 1 NO Ad MUMUM mmmmom ELEVATION6 WON LNEW FRAMP -1 - ME R.— . . ............ .. ..... .. No I �tt ()Dp� Duo mo�)K 5; t PM MO ") I)WA Avwmw, P� \u o� Vo #dginal Submlftal--M�-- THE POCU'laNT AND Tf-F= lPEA5 AND OF -SIGNS INCORPORATED HEREIN ARE THE MWMWY OF ROOD WANSENI ARCHITECT, LLC' AND 16 NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITH= THE URITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC LY v ui 0 z :3 ca IM w- ff EXTERIOR TITLE: ELEVATIONS J050 -.12a3.03312011 D5YRA.- WN JeD ISULE 00-00-000# DATE : plwal' -4