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HomeMy WebLinkAboutPlan, Final APPLICANT 3/3/2015N-1 T1 9✓0 H rf PVT. JOINT ACC. ESMT� Till U)IR TIL 4400 I I L.)R At' - SITE REVIEW PLAN SET ACR INDUSTRIAL STORAGE S.E.1/4 S.E.1/4 SEC.30, T.17S. R.2 W.M.M. SPRINGFIELD, LANE COUNTY, OREGON 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 SUITE 200 SPRINGFIELD, OREGON 97477 PHONE. (541) 302-9790 \fAX: (541) 485-3253 l e4 ti AqqFqqnPq MAP Al 7-09-30 44 TAY LOT 1 OnMAP 17--O,I--"l I I" plol I oll 101 � 11005 0 a tilW, _ GEOSCIENCE, INC. P.O. BOX 2238 EUGENE, OR. 97402 PHONE: (541) 607-5700 LANDSCAPE DESIGNER SUSAN CRABTREE LANDSCAPE DESIGN 89618 ARMITAGE ROAD EUGENE, OREGON 97408 PHONE: (541) 484-4912 25.00' I WETLAND MAINTENANCE EASEMENT 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. bn YEA 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. 5E 4 rl E C� 8. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND COMPLEX, WITH SLIGHT EROSION FACTOR. t 7; c S3 LEGEND 0 alO E —UTIL— 00 uj EXISTING UTILITIES (I.E. TV, PHONE, r4') U_ Lij m: Of C:) CL :3= co ELE & GAS) co CL EXISTING CULVERT 12"W EXISTING WATER LINE 04) N EXISTING WATER METER EXISTING WATER VALVE , •� EXISTING FIRE HYDRANT 10' PRIVAT i�' STORM DRAINAGEiV 8 " WW — C/) EXISTING WASTEWATER SYSTEM — EASEMENT cn PRIVATE BIQ-SWALE C 24 SD — EXISTING STORM DRAINAGE SYSTEM — <// OC EXISTING CLEANOUT 10' E. > P-41 EXISTING AREA DRAIN EXISTING CURB INLET *c4l EXISTING STREET LIGHT EXISTING TV PEDESTAL EXISTING TELEPHONE PEDESTAL Z EXISTING ELECTRICAL VAULT LG > > EXISTING GAS RISER u w EXISTING GAS VALVE w 0 EXISTING STREET TREE (n zl� C4 a., u HI HEAVY INDUSTRIAL I 100 LDR LOW DENSITY RESIDENTIAL 20.00' xHl P.U.E. SHEET INDEX MAP 17-02-32 C 1. SITE ASSESSMENT PLAN C2. SITE DEVELOPMENT PLAN C3, SITE GRADING PLAN C4. SITE PAVING PLAN C5. WASTEWATER IWATER PLAN 200rA IQTni?Aj npAlAlAr-g- AI AN -NP;i15- 00004 /1l.o pyt��h<S,LIC slit e1w Keww AA Fa�cl lof- lLf SHEET C) co bn YEA ci 5E 4 rl E C� cn O t 7; c S3 0 alO E cn 00 uj 4 r4') U_ Lij m: Of C:) CL :3= co Lo co CL SHEET C) co CD SHEET C) CD C� �j O alO c) 4 o Lo 04) •� o C/) cn z > P-41 *c4l SHEET C) CD C� c) Lo z > > > > u w w w 0 (n zl� C4 a., u SHEET -01 Ko TL 1600 MAP 17-02-32 22 # LOT 14 OF HAMMER INDUSTRIAL PARK C,:) C) tA C19 cc 0=24'04'37" & 011 CH=N83*33'41 ......... S 84!47'05" E 50.0 R=535.00' AL=224.82 CL=223.17' EXISTING RETAINING WALL S 05*36#00)) W 337.46't EX. BUILDING-,/'[ \\A 13.09' r3 341-58' PROPOSED EXTENSION OF EXISTING RETAINING WALL (PHASE TWO) Co A 363.09 sit N 0 PROPOSED GATED SECONDARY ACCESS (TO BE CONSTRUCTED 351 94 AS PART OF PHASE - ONE FUTURE _k DEVELOPMENT PROPOSED FIRE HYDRANT 344.70' LLJ 1-v V) PROPOSED SWALE PROPOSED SWALE 8' X 90' �4 10' X 132' PROPOSED GATED Ft- SECONDARY ACCESS PROPOSED PROPOSED 3 GATED ENTRY 3 VALLEY GUTTER 4' GAP /-R=15.00' THROUGHOUT FOR ELE. R=28.00' --- EX.' 62.00 OW LAND SCA A R PE EX R=5.00' 40 00' INK" UTIL- EXISTING CURB INLET EXISTING UTILITIES (I.E. TV, PHONE, ELE EXISTING STREET LIGHT *0 & GAS) ,- -- - ---- EXISTING CULVERT 12"W- Z EXISTING WATER LINE FG] EXISTING GAS RISER EXISTING WATER METER EXISTING GAS VALVE EXISTING WATER VALVE r-fL EXISTING STREET TREE EXISTING FIRE HYDRANT �8„ WW YK) - EXISTING WASTEWATER SYSTEM -24"SD - EXISTING STORM DRAINAGE SYSTEM OC EXISTING CLEANOUT r TL 1700 EXISTING MAP #17-02-32 22 EXISTING FIRE 20.0o' LOT 1 OF EX. BUILDING P.U.E. HAMMER INDUSTRIAL PARK HYDRANT 9.00BREAK FOR FIRE S 05*136'001) DEPARTMENT 3_j i'oo" W PN 84!24'00" W 22.28' W ACCESS PROPOSED 147.71' rrkjfr. (PHASE E7 FENCE (PHASE uj TWO) N co a - C:, C.) CN c%j S 05*36100' W 126.72 LANDSCAPE 00' NI L 71- F -W, 17 r 7r Im 17 c-ol w-1, I i1. 11, l# I U I 1 fl Ili t11 tsl y 1,1 , I'E t Int 11! �-- f If fill CN C.0 lit oc) )[E C*" F4 1�1,� c cl D 41 13 it) if TEMPORARY FENCE C.) J4 it U, 7: C) 06 -7- R=15.00 EX. CN_ 2' CONCRETE V16BO LINK FENCE AT AC GRADE PHASE TWO oc) I Ir 77 00 f;l fjtFpjj CN, oo m m I I m o 11, ij� I m 0 1 11 11 11, 111, fill 11�� m Co t-1 d) co C:>. CN �jj IF - 11 ©fl 11 o 1, 1 1 X c) c-) 8 I 11 co'i' III 11 ^ 11 u. if11111 00 If C:) jill r if CD 1L 11 �j4 1. C� C) .00s CONCRETE POADV�y R=60.00' 9.00, rq ot RIBBON AT Ac j PROPOSED "__oADE SIGNAGE ll, PROPOSED PHASE LINE �.-_,,H_YQRANT c� u') c) I 00 CLr CO CN if r, 00 Lo C) C114 n 00 00 ft N 0 co LANDSCAPE co Ir n C> c1q CN N, PROPOSED PARKING N 05*36 UO E PROPOSED SWALE 5t 10' X 105' b CMU TRASH 13 f1 ui 11011 czRECYCLING G fr w 1110 ENCLOSURE CN -5 TL 200 L J, � t LuhEX. MAP #17-02-31 11 , 0.00 LOT 3 OF uj 1 P.O.E. HAMMER INDUSTRIAL PARK _j pi, V) 41 if LANDSCAPE 56�5.0 9.00' BREAK-------' FOR FIRE DEPARTMENT ACCESS u 00 CC) 00rn flo F L0 co C) Lo C) PHASE ONE u IAN - -111, LANDSCAp SETBACK X X: x X 15.001 101 X 150 PRIVATE ILROAD SPUR EASEMENT EXISTING CURB INLET 3� EXISTING STREET LIGHT *0 PROPOSED PARKING LIGHTING [_T1 EXISTING TV PEDESTAL [p] EXISTING TELEPHONE PEDESTAL Z EXISTING ELECTRICAL VAULT FG] EXISTING GAS RISER Or E C EXISTING GAS VALVE co 0 r-fL EXISTING STREET TREE C -D U -i a -0 1 fl Ili t11 tsl y 1,1 , I'E t Int 11! �-- f If fill CN C.0 lit oc) )[E C*" F4 1�1,� c cl D 41 13 it) if TEMPORARY FENCE C.) J4 it U, 7: C) 06 -7- R=15.00 EX. CN_ 2' CONCRETE V16BO LINK FENCE AT AC GRADE PHASE TWO oc) I Ir 77 00 f;l fjtFpjj CN, oo m m I I m o 11, ij� I m 0 1 11 11 11, 111, fill 11�� m Co t-1 d) co C:>. CN �jj IF - 11 ©fl 11 o 1, 1 1 X c) c-) 8 I 11 co'i' III 11 ^ 11 u. if11111 00 If C:) jill r if CD 1L 11 �j4 1. C� C) .00s CONCRETE POADV�y R=60.00' 9.00, rq ot RIBBON AT Ac j PROPOSED "__oADE SIGNAGE ll, PROPOSED PHASE LINE �.-_,,H_YQRANT c� u') c) I 00 CLr CO CN if r, 00 Lo C) C114 n 00 00 ft N 0 co LANDSCAPE co Ir n C> c1q CN N, PROPOSED PARKING N 05*36 UO E PROPOSED SWALE 5t 10' X 105' b CMU TRASH 13 f1 ui 11011 czRECYCLING G fr w 1110 ENCLOSURE CN -5 TL 200 L J, � t LuhEX. MAP #17-02-31 11 , 0.00 LOT 3 OF uj 1 P.O.E. HAMMER INDUSTRIAL PARK _j pi, V) 41 if LANDSCAPE 56�5.0 9.00' BREAK-------' FOR FIRE DEPARTMENT ACCESS u 00 CC) 00rn flo F L0 co C) Lo C) PHASE ONE u IAN - -111, LANDSCAp SETBACK X X: x X 15.001 101 X 150 PRIVATE ILROAD SPUR EASEMENT EX. 75.00' RR ROW GENERAL NOTES: 1, LOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090, ONE CALL PHONE NUMBER 811, 2, CONSTRUCTION OF ALL PRIVATE SEWERS SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING CODES, THE LOCAL AUTHORITY AND AS SPECIFIED HEREIN. SEWER AND MANHOLE TESTING SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING SPECIALTY CODES AND THE LOCAL AUTHORITY. 3. THE CONTRACTOR SHALL OVEREXCAVATE ALL AREAS WHERE SUBBASE COMPACTION DOES NOT MEET THE REQUIRED STANDARD -SPECIFICATIONS, AS DETERMINED BY FIELD INSPECTION AND TESTING. THE CONTRACTOR SHALL OVEREXCAVATE AT 6" BELOW SUBGRADE, LAY APPROVED GEOTEXTILE FABRIC AND COMPACT GRANULAR BACKFILL MATERIAL. CONTRACTOR SHALL COORDINATE ALL INSPECTION AND TESTING WITH THE PROJECT GEOTECHNICAL PROFESSIONAL. 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES. 5. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION PRIOR TO LAYING NEW PIPE. 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTING ENGINEER AND THE OWNER BEFORE THE CHANGES ARE IMPLEMENTED. 7. THE CONTRACTOR SHALL EMPLOY CONSTRUCTION PRACTICES WHICH WILL MINIMIZE THE EROSION OF DISTURBED GROUND DURING THE CONSTRUCTION ACTIVITY. THE PRACTICES SHALL COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. PURSUANT TO ORS 468,740 AND THE FEDERAL CLEAN WATER ACT. 8. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF OAR 952-001-0010 TO 952-001-0090, WHICH INCLUDE REQUIREMENTS THAT THE CONTRACTOR HAND -EXPOSE (POT -HOLE) UNDERGROUND FACILITIES AND USE REASONABLE CARE TO AVOID DAMAGING THEM. 9. PROVIDE DUST CONTROL AT ALL TIMES. SITE DATA TOTAL SITE AREA = 184,259 SQ. FT. (4.23 AC) TOTAL DEVELOPEMENT AREA = 117,992 SQ. FT. (2.71 AC) LANDSCAPE AREA 24,420 SQ. FT. (20.70%) IMPERVIOUS AREA = 46,257 SO. FT. (39.20%) STORAGE UNIT AREA = 47,315 SO. FT, (40.10%) REQUIRED PARKING: TOTAL REQUIRED NA TOTAL PROVIDED = 3 SPACES HANDICAP SPACES REQUIRED = 1 HANDICAP SPACES PROVIDED = 1 NOTES: 1. BICYCLE PARKING SHALL BE PROVIDED UPON THE COMPLETION OF ONSITE MANAGERS RESIDENCE. 2. PARKING LIGHTING AS SHOWN. PAC LIGHTING WILL ALSO BE PROVIDED ON THE STORAGE UNITS. 3. STORAGE UNITS SHALL BE ANCHORED TO FOOTINGS TO MEET CURRENT BUILDING CODE. 4. REFER TO SHEET LA -1 AND LA -2 FOR PLANTING INFORMATION. 5. PROPOSED EXTENSION OFRETAINING STRUCTURE TO BE COMPLETED AS PART OF PHASE TWO. SPECIFIC DESIGN TO BE COMPLETED BY QUALIFIED DESIGN PROFESSIONAL AT THAT TIME. 6. THE PROJECT IS INTENDED TO BE CONSTRUCTED IN TWO PHASES AS SHOWN ON THE SITE PLAN. HOWEVER, PIPE WORK, ROCK BACKFILL IN THE DRIVEWAY AREAS, AND SOUTHERN LANDSCAPE WILL BE PLACED WITHIN THE PHASE TWO AREA DURING PHASE ONE CONSTRUCTION. File CopU 1 T P?1v5_Dob6q RcQ Prope��es,U�co w Sete Plavl V-1. e vi ------- ---- C) co co cc cn �tS'1�� Gd W O I— cl� C) W 0 Or E C coIn co 0 r-fL C -D U -i a -0 cr; 014 4� Q) o '� o co CD 0 W w Cl O V - rw w co C)> LLJ > > < C,- u cUn 0. cri EX. 75.00' RR ROW GENERAL NOTES: 1, LOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090, ONE CALL PHONE NUMBER 811, 2, CONSTRUCTION OF ALL PRIVATE SEWERS SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING CODES, THE LOCAL AUTHORITY AND AS SPECIFIED HEREIN. SEWER AND MANHOLE TESTING SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING SPECIALTY CODES AND THE LOCAL AUTHORITY. 3. THE CONTRACTOR SHALL OVEREXCAVATE ALL AREAS WHERE SUBBASE COMPACTION DOES NOT MEET THE REQUIRED STANDARD -SPECIFICATIONS, AS DETERMINED BY FIELD INSPECTION AND TESTING. THE CONTRACTOR SHALL OVEREXCAVATE AT 6" BELOW SUBGRADE, LAY APPROVED GEOTEXTILE FABRIC AND COMPACT GRANULAR BACKFILL MATERIAL. CONTRACTOR SHALL COORDINATE ALL INSPECTION AND TESTING WITH THE PROJECT GEOTECHNICAL PROFESSIONAL. 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES. 5. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION PRIOR TO LAYING NEW PIPE. 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTING ENGINEER AND THE OWNER BEFORE THE CHANGES ARE IMPLEMENTED. 7. THE CONTRACTOR SHALL EMPLOY CONSTRUCTION PRACTICES WHICH WILL MINIMIZE THE EROSION OF DISTURBED GROUND DURING THE CONSTRUCTION ACTIVITY. THE PRACTICES SHALL COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. PURSUANT TO ORS 468,740 AND THE FEDERAL CLEAN WATER ACT. 8. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF OAR 952-001-0010 TO 952-001-0090, WHICH INCLUDE REQUIREMENTS THAT THE CONTRACTOR HAND -EXPOSE (POT -HOLE) UNDERGROUND FACILITIES AND USE REASONABLE CARE TO AVOID DAMAGING THEM. 9. PROVIDE DUST CONTROL AT ALL TIMES. SITE DATA TOTAL SITE AREA = 184,259 SQ. FT. (4.23 AC) TOTAL DEVELOPEMENT AREA = 117,992 SQ. FT. (2.71 AC) LANDSCAPE AREA 24,420 SQ. FT. (20.70%) IMPERVIOUS AREA = 46,257 SO. FT. (39.20%) STORAGE UNIT AREA = 47,315 SO. FT, (40.10%) REQUIRED PARKING: TOTAL REQUIRED NA TOTAL PROVIDED = 3 SPACES HANDICAP SPACES REQUIRED = 1 HANDICAP SPACES PROVIDED = 1 NOTES: 1. BICYCLE PARKING SHALL BE PROVIDED UPON THE COMPLETION OF ONSITE MANAGERS RESIDENCE. 2. PARKING LIGHTING AS SHOWN. PAC LIGHTING WILL ALSO BE PROVIDED ON THE STORAGE UNITS. 3. STORAGE UNITS SHALL BE ANCHORED TO FOOTINGS TO MEET CURRENT BUILDING CODE. 4. REFER TO SHEET LA -1 AND LA -2 FOR PLANTING INFORMATION. 5. PROPOSED EXTENSION OFRETAINING STRUCTURE TO BE COMPLETED AS PART OF PHASE TWO. SPECIFIC DESIGN TO BE COMPLETED BY QUALIFIED DESIGN PROFESSIONAL AT THAT TIME. 6. THE PROJECT IS INTENDED TO BE CONSTRUCTED IN TWO PHASES AS SHOWN ON THE SITE PLAN. HOWEVER, PIPE WORK, ROCK BACKFILL IN THE DRIVEWAY AREAS, AND SOUTHERN LANDSCAPE WILL BE PLACED WITHIN THE PHASE TWO AREA DURING PHASE ONE CONSTRUCTION. File CopU 1 T P?1v5_Dob6q RcQ Prope��es,U�co w Sete Plavl V-1. e vi -------------- ------- ---- C) co co cc cn �tS'1�� Gd W O I— cl� C) r31 (n CD 0 0 Or E C coIn co 0 r-fL C -D U -i a -0 -------------- ------- ---- --- co co cc LU �tS'1�� Gd W cz of 10 C) CD C) � c) czs 4� Q) o '� 0 co CD 0 W w O rw w Lj cz of 10 C) CD C) 0 W w rw w Lj C)> > > < C,- u 0. cri cz of 10 ROW } �.... Ey �w 4o.'<00 �w ROW ROAD y 1 1 474.97 BW E" 474.76 EX AC 474.J76' woil 11 47495 Z71 An Ex AC iz f CD 11XILUI SCALE- I "3Q' 0 PROPOSED AREA DRAIN E3 PROPOSED CATCH BASIN NOTE: 1. MATERIAL UNDER RUNNERS TO BE PLACED AND COMPACTED TO A DRY DENSITY EQUAL TO OR EXCEEDING 95% OF MAXIMUM AS DETERMINED BY ASTM D698. ESTIMATED CUTIFILL VOLUMES CUT = 3,011 CU. YD. OF EXISTING ONSITE MATERIAL FILL = 1,770 CU. YD. OF EXISTING ONSITE MATERIAL ONLY IMPORT INTENDED TO BE CRUSHED ROCK FOR USE UNDER ROADWAYS AND CONCRETE RUNNERS. NO EXPORT OFFSITE ANTICIPATED. ( 6- 0 C)!Dq pac. 3 c+ 14 bz Cc 0 0 co PROPOSED FLOW DIRECTION S=0.40% PROPOSED SLOPE AC ASPHALT ELEVATION BW BACK OF WALK CONC CONCRETE ELEVATON EX TC EXISTING TOP OF CURB FLS FLOW LINE OF SWALE GRATE ELEVATION OF CATCH BASIN GRATE TD TRENCH DRAIN TOF TOP OF FOOTING VG VALLEY GUTTER ELEVATION NOTE: 1. MATERIAL UNDER RUNNERS TO BE PLACED AND COMPACTED TO A DRY DENSITY EQUAL TO OR EXCEEDING 95% OF MAXIMUM AS DETERMINED BY ASTM D698. ESTIMATED CUTIFILL VOLUMES CUT = 3,011 CU. YD. OF EXISTING ONSITE MATERIAL FILL = 1,770 CU. YD. OF EXISTING ONSITE MATERIAL ONLY IMPORT INTENDED TO BE CRUSHED ROCK FOR USE UNDER ROADWAYS AND CONCRETE RUNNERS. NO EXPORT OFFSITE ANTICIPATED. ( 6- 0 C)!Dq pac. 3 c+ 14 bz Cc 0 0 co C) im c- co co r. ............ cr.) CN4 o;-4 0 c) E 0 cri to 00 r7 uj -r V)C:) Q - MAR 0 3 2015 0riainal submittaL SHEET C3/-,*A �5CN of 10 co co r. ............ MAR 0 3 2015 0riainal submittaL SHEET C3/-,*A �5CN of 10 ............ c) c)C) C14 O--1 MAR 0 3 2015 0riainal submittaL SHEET C3/-,*A �5CN of 10 r1��l � i V TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK 4. �® t.,_; • z g WAIN IQ - n t z C' ` ' ,� � � .x.....11 �. } 10 LF 3 ; Y ij ,f 106 107' } f Ni -4 ... 17 LF Fj 45 I€ s k(s 746 SF 41 ' f } { { r f # i r ss { } f E , 3 3 l £ # w.� EX. 62.00.,.,. } I ROW , EX. , t� J-4 40.00 ROAD j! �t #1 u r S f� 5 g 11 Wawar d I } 3 T_ LLJ { s 3 l 3 IJJ �� } F F i �n[{jjjs 10.00, -5 t F fl P.U.E. F X iz 11 1 Wig; 0 } a { If gf(j s YSi `.`.'w.."..`.... ' ` �7.'i 15 8,705 S 123 IF 105 7 0\6/\/l 0 10•0us 90 4 3 TYP. n o `oo C.0Q—'s; n Uj wQ 105 350 LF ExlsTING � TL 1700 20.00' MAP #17-02-32 22 P.U.E. LOT 1 OF HAMMER INDUSTRIAL PARK EX. 10' X 20' P.U.E. # ®® r �r a, I x ' pp +), M,1111,1 © i ! I'?Itf,� : f r, f P£{I1 f 1 p rt N it M3, I�#i#j};{ t#` 1, (��'f �iCN r«�Ir#aQIlls ) #� ir F.f t It It 1.3 ll f -IE ."," v;'"^' �-•,_.. ,,,..,,«. .`�' •,.....� ,,......, 4-.,:.... '.�� �' ffi �,� z, . � MSV ��`� �£ # Y ) , t IT ! 262 LF 105 -- Y=,�-� �- PHASE TWO '0000n JICo rtl ` list l Nj tl iff ## fil { 7=1I I II17, I�ll(�#c,I Lo 1-4 I'l it' ill, 2 11ill Sr -211,l V�J CO CO arr# f f'. l_ #'rj rlj l#1 t(itIt#w,tlil tt If' 15 7 621 S _ I i�;. c� <If fill 158 LF 45 212 L . 3'jj 3,517 SF 15If,} N f N t s _ . _,.,. 1 023 SF �n ►� � T , 5 � rrryry 5 W r , 4 z r �- 42 5 LF Yom,1 001 19 f � _ _. 3 k s 3 �.» 2 , cp END CURB # A . .. 45 f, a 9 590 SF 15 , PHASE ONE 195 LF 1 . d PROPOSED 2 i �.. r 3 f a• 17 RESIDENT '�... w r 3 45 £F f:s F .� MANAGER s s £ w t I 3 s# Ja , y > 3' ,j s #. s # J D ELLIG ' s # 105 350 LF TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK 43 Pi in II TIE INTO EXISTING CHAIN LINK FENCE EX. 10' X 150' PRIVATE RAILROAD SPUR EASEMENT 43 43 45 EX. 75.00' RR ROW TIE INTO EXISTING CHAIN LINK FENCE LEGEND 15 o E .. EXISTING UTILITIES (I.E. TV, PHONE, ELE -i LU cc 187 LF } EXISTING CULVERT 12"W - - ._ 45µ£ EXISTING WATER LINE .F 4 EXISTING WATER METER r EXISTING WATER VALVE d. , E EXISTING FIRE HYDRANT W�8"WW — EXISTING WASTEWATER SYSTEM 524"SD Lo EXISTING STORM DRAINAGE SYSTEM OC EXISTING CLEANOUT EXISTING CURB INLET of -•-p EXISTING STREET LIGHT t T� e f [ EXISTING TELEPHONE PEDESTAL /{�y.�� i EXISTING ELECTRICAL VAULT EXISTING GAS RISER EXISTING GAS VALVE Y EXISTING STREET TREE 0 ca 00 If jrjjj+ J(ijl,,^ ,# 3'jj 3,517 SF 15If,} N f N t s _ . _,.,. 1 023 SF �n ►� � T , 5 � rrryry 5 W r , 4 z r �- 42 5 LF Yom,1 001 19 f � _ _. 3 k s 3 �.» 2 , cp END CURB # A . .. 45 f, a 9 590 SF 15 , PHASE ONE 195 LF 1 . d PROPOSED 2 i �.. r 3 f a• 17 RESIDENT '�... w r 3 45 £F f:s F .� MANAGER s s £ w t I 3 s# Ja , y > 3' ,j s #. s # J D ELLIG ' s # 105 350 LF TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK 43 Pi in II TIE INTO EXISTING CHAIN LINK FENCE EX. 10' X 150' PRIVATE RAILROAD SPUR EASEMENT 43 43 45 EX. 75.00' RR ROW TIE INTO EXISTING CHAIN LINK FENCE LEGEND o E UTIL EXISTING UTILITIES (I.E. TV, PHONE, ELE -i LU cc & GAS) W EXISTING CULVERT 12"W - - ®- EXISTING WATER LINE Cn 4 EXISTING WATER METER r EXISTING WATER VALVE d. , E EXISTING FIRE HYDRANT W�8"WW — EXISTING WASTEWATER SYSTEM 524"SD Lo EXISTING STORM DRAINAGE SYSTEM OC EXISTING CLEANOUT EXISTING CURB INLET EXISTING STREET LIGHT T� EXISTING TV PEDESTAL [ EXISTING TELEPHONE PEDESTAL EXISTING ELECTRICAL VAULT EXISTING GAS RISER EXISTING GAS VALVE Y EXISTING STREET TREE 0 ca # CONSTRUCTION NOTES 2. CONST VALLEY GUTTER PER DETIAL. REFER TO SHEET C7. 3. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C7. 4. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C7. 15. CONST 4" AC OVER 12" CRUSHED ROCK. 41. CONST 4" CONCRETE OVER 1" CRUSHED ROCK AS PER DETAIL. REFER TO SHEET C9. 42, CONST 6" REINFORCED CONCRETE OVER 1" CRUSHED ROCK W/#4 REBAR 12" O.C. BOTH DIRECTIONS. 43. CONST CONCRETE RUNNER PER DETAIL. REFER TO SHEET C8. 44. CONST CONCRETE RUNNER W/2' RIBBON PER DETAIL. REFER TO SHEET C8. 45. CONST CONCRETE RUNNER W/5' RIBBON PER DETAIL. REFER TO SHEET C8. 90. PAINT 4" WIDE STRIPE 'TRAFFIC WHITE'. 101. INSTALL POLE MOUNTED DISABLED PERSON SIGN. 105• CONST STD. 6 HIGH CHAIN LINK FENCE. 106. CONST STD. CHAIN LINK GATE, 107. CONST CONCRETE GATE GLIDE. NOTE: 1 MATERIAL UNDER RUNNERS TO BE PLACED AND COMPACTED TO A DRY DENSITY EQUAL TO OR EXCEEDING 95% OF MAXIMUM AS DETERMINED BY ASTM D698. c %oP ��ypai5-cbyovy A� ProVevties,uG o�%e Plw� �eaeulpa c SHEET Date Received: 1 Original Submittal C4 of 10 o E p cis (a I -i LU cc p W Cn 4 W 0 o r Uj d. o SHEET Date Received: 1 Original Submittal C4 of 10 0 LU cc t^' W SHEET Date Received: 1 Original Submittal C4 of 10 0 t^' 11 d. o Lo CN z 0 ca , o w w ¢iR u w Q 0 CL u, x w x U SHEET Date Received: 1 Original Submittal C4 of 10 Al N tt � ' \ w t ,t ti 7 ' w .4 ,,.... s �-=- ©�-' w.. EX. 10 X 20 P.U.E. , a; t , m 1 TL 1600 k MAP #17-02-32 22 10 . 1 >>T 14 OF HAMMER OINDUSTR AL PARK 01 k 7 si z` 509. � k i } 3 } i # { y EX. DETENTION £y 5=z 534 FACILITY i i I EX 6 529 531 535 # # � 209 FL=470.8± 2 s� ii 10 LF S=0.50 280 6" FL OUT 98 LF w, „ r '�- 220 250 502 i i # (NE)=470.85 h h I RUN 2" DOMESTIC WATER LINE , # F 4 } e I x x i � 510 532 JOINT TRENCH NCHFIREt t � 530 N R W LINE WITH k 23 LF I t I w 502 503 62 LF }` 8 I 2 5 0 0 � 2 ,J 5-0.50 114 LF 5-2.00 s : 279 fr 44 LF 23 LF { 502 503 500 „ 4 FL OU T E ...... 219 250 X(NE)=473. 44 u__ w. 62,00' u, ,_ 219 le ROW 260 LF EX. ~ e 502 503 534 533 219 €# 40.00' 6" FL IN (S)=470.01 # =1 1, _. „ 8" FL IN (E)=470.02 OADWAY I j UTI[If WW m , r. µ 2"/8 "W FL OUT =469.97 8 (W} 534m .. RIM ELEV.=475.0700 530 5 UTIL - EXISTING UTILITIES (I.E. TV, PHONE, ELE (D-6 "WW 501. & GAS) - UTIL 502. PROPOSED UTILITIES (I.E. TV, PHONE, ELE 503, & GAS) Q h! EXISTING CULVERT -12 IW . 510. EXISTING WATER UNE r-°--- 6 11 520. PROPOSED WATER LINE i R EXISTING WATER METER " Q PROPOSED WATER METER py Lo N EXISTING WATER VALVE 0 PROPOSED WATER VALVE ?- EXISTING FIRE HYDRANT z 77 CONST 8" GATE VALVE FLG X MJ WITH RETAINER X. 10, X 150' r PRIVATE 531. PROPOSED FIRE HYDRANT i�AILROAD 7. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED . GLANDS. SPUR EASEMENT 532. " �, �s C12 MJ X $ FLG X 12 MJ TEE WITH RETAINER f EXISTING DETERMINED AT THAT TIME. TL 700 ' 20,00' 533. MAP #17-02-32 22 p.0 E 534. LOT 1 OF p� �5 535. HAMMER INDUSTRIAL PARK r 536. CONST STD. 1" HOSE BIB ON 1" GALVANIZED RISER. r. r. >5 tY h tti Ck7 k x n� r f WSW----8"WW - -- EXISTING WASTEWATER SYSTEM (D-6 "WW 501. PROPOSED WASTEWATER SYSTEM $ - 24"SD 502. EXISTING STORM DRAINAGE SYSTEM 503, EXISTING CLEANOUT Q h! EXISTING CURB INLET LINE ELEVATION PRIOR T4 CONSTRUCTION. 510. EXISTING STREET LIGHT 520. EXISTING TV PEDESTAL i 124 EXISTING TELEPHONE PEDESTAL " 528. EXISTING ELECTRICAL VAULT py Lo N EXISTING GAS RISER rb PYKTIMr_ r_ec vei VP 00 # 11I I fill Ifrf I�;j04 ©IC1Ji � irk Co X11{#`,� �r -- #�" Il, ,� _, I i� j -ir , C I �• N #; � j c� l 11 1111 Ill# IIII II #ll`� 11 Il ¢ -,, N CN I N 11 11 ®; # 11 .... I I I#11 l� �l �i�l ° I l l lel 11 li 111 lel I I l Ill I I l I I `I 1111 !`l 11 II 1111 111 ll 1111lll i 11 �" �� --� --�==� •__._� �:... � � �:.=n ���: �� � .�� � � � . ` .5", I# I 11 198 LF 502 509 z 248 LF }: Yt501 PHASE TWO Ito ^ 02 11 rjj(�}i l 11 Cq v - C -4 0,a,c 01# I f N 1.1 ll II l I$ i ,II 11 Ill I#1 III ©i°iI Q ll o f(©il �- I � iii � I 00 ( If I llI I I I I#: 11 II 11 j I lal I} 11►, "'j(I I x .' y li #�i }ti` i# f ltt3f(3lli!E� ,j a �- I . I{� 11 11 IlS I � 1 �.�, I _} l:.l 228 LF I . ..., . ._T 503 r....�..._� ._ , : -«_, 312 LF • 501 PHASE 41VE 5 3 k 3 k , M Y4 yMYI YI YY k v 3 , l rjjjtJ t, £ , « £f ti r., t/ s ti 3 R h „ t .. rt i 5 i t { k \ f f jjjJff # _ o � fi r. g {{ F MM s > ''„ .." 1, \ '• { , l+ W r \ , N °t , } ti ,0 6 FL OUT E (NE)=471.16 250 20 LF S=5.00% 279 Q v 12 LF S=2.00 3279 4" FL OUT f pl, € >< LL1 � 251 co I = =474.44 CN jx jjjfl 10.00' P•U.E, w '� TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL R I L PA K F-t�f WW CONSTRUCTION 209. CONNECT TO EXISTING STUB. 219. CONST 4"0"X4" WYE. 220. CONST 6"X4"X6" WYE. 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. # )WATER CONSTRUCTION NOTES 500. CONST 1" PVC SCHEDULE 40 WATER LINE. 3 i 501. CONST 1.5" PVC SCHEDULE 40 WATER UNE. 502. CONST 2" PVC SCHEDULE 40 WATER LINE. 503, CONST 8" C900 CLASS DR -18 WATER LINE W/TONE WIRE, Q h! CAP END OF PIPE. LINE ELEVATION PRIOR T4 CONSTRUCTION. 510. CONST 3/4" WATER METER. 520. CONST 8" DOUBLE CHECK AS PER DETAIL. REFER i 124 TO SHEET C8. " 528. CONST 8" X 6" REDUCER MJ X FLG WITH RETAINER py Lo N GLANDS. 529. CONST 6" GATE VALVE FLG X MJ WITH RETAINER ?- GLANDS. z 77 CONST 8" GATE VALVE FLG X MJ WITH RETAINER X. 10, X 150' r PRIVATE 531. GLANDS." " sr CONST 8 MJ X 6 FLG X 8 MJ TEE WITH RETAINER i�AILROAD 7. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED . GLANDS. SPUR EASEMENT 532. " �, �s C12 MJ X $ FLG X 12 MJ TEE WITH RETAINER ca W Q U DETERMINED AT THAT TIME. r. 5 533. CONST 8" MJ 45' ELBOW WITH RETAINER GLANDS. 534. CONST 8" MJ 90• ELBOW WITH RETAINER GLANDS. 535. CONST STD. FIRE HYDRANT. ` 536. CONST STD. 1" HOSE BIB ON 1" GALVANIZED RISER. r. r. >5 tY h tti Ck7 k x t t t f rn 0 °° c Qd 00 � k , , 5 , ( # i , 1 ten, Ike" W 5 ._ , : -«_, 312 LF • 501 PHASE 41VE 5 3 k 3 k , M Y4 yMYI YI YY k v 3 , l rjjjtJ t, £ , « £f ti r., t/ s ti 3 R h „ t .. rt i 5 i t { k \ f f jjjJff # _ o � fi r. g {{ F MM s > ''„ .." 1, \ '• { , l+ W r \ , N °t , } ti ,0 6 FL OUT E (NE)=471.16 250 20 LF S=5.00% 279 Q v 12 LF S=2.00 3279 4" FL OUT f pl, € >< LL1 � 251 co I = =474.44 CN jx jjjfl 10.00' P•U.E, w '� TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL R I L PA K F-t�f WW CONSTRUCTION 209. CONNECT TO EXISTING STUB. 219. CONST 4"0"X4" WYE. 220. CONST 6"X4"X6" WYE. 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. # )WATER CONSTRUCTION NOTES EX.3' 75.00' ------ -.. RR ROW GAS 12" MIN AMPHONE DIRECT BURY OR GREY DUCT f ELECTRIC ABLE l OFF WHITE JOINT TRENCH DETAIL UTILITIES N.T.S. Fi le 0009 DDn 7VD;�-15- �}-a Pnpwfies, U,C 6,11t, F19A Aw,&w p t g of 14 cn b 0 o 0 ?�.)WQ3 500. CONST 1" PVC SCHEDULE 40 WATER LINE. 3 i 501. CONST 1.5" PVC SCHEDULE 40 WATER UNE. 502. CONST 2" PVC SCHEDULE 40 WATER LINE. 503, CONST 8" C900 CLASS DR -18 WATER LINE W/TONE WIRE, Q 509. CAP END OF PIPE. LINE ELEVATION PRIOR T4 CONSTRUCTION. 510. CONST 3/4" WATER METER. 520. CONST 8" DOUBLE CHECK AS PER DETAIL. REFER i 124 TO SHEET C8. " 528. CONST 8" X 6" REDUCER MJ X FLG WITH RETAINER ELECTRIC - SUB Lo N GLANDS. 529. CONST 6" GATE VALVE FLG X MJ WITH RETAINER ?- GLANDS. z 530. CONST 8" GATE VALVE FLG X MJ WITH RETAINER X. 10, X 150' r PRIVATE 531. GLANDS." " sr CONST 8 MJ X 6 FLG X 8 MJ TEE WITH RETAINER i�AILROAD 7. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED . GLANDS. SPUR EASEMENT 532. " �, �s C12 MJ X $ FLG X 12 MJ TEE WITH RETAINER ca W Q U DETERMINED AT THAT TIME. GLANDS. 8. PHASE TWO IS DEFERRED PAVING, CONCRETE AND RETAINING 533. CONST 8" MJ 45' ELBOW WITH RETAINER GLANDS. 534. CONST 8" MJ 90• ELBOW WITH RETAINER GLANDS. 535. CONST STD. FIRE HYDRANT. ` 536. CONST STD. 1" HOSE BIB ON 1" GALVANIZED RISER. EX.3' 75.00' ------ -.. RR ROW GAS 12" MIN AMPHONE DIRECT BURY OR GREY DUCT f ELECTRIC ABLE l OFF WHITE JOINT TRENCH DETAIL UTILITIES N.T.S. Fi le 0009 DDn 7VD;�-15- �}-a Pnpwfies, U,C 6,11t, F19A Aw,&w p t g of 14 cn b 0 o 0 ?�.)WQ3 NOTES: �. o 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CALL #811. 64 AQ n.; >` L 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL Q AND VERIFY, IN COORDINATION WITH THE PROJECT ENGINEER, FLOW := C LINE ELEVATION PRIOR T4 CONSTRUCTION. 52g 529 535 3. CONTRACTOR SHALL COORDINATE TAPS TO CITY WATER MAIN WITH SPRINGFIELD UTILITY BOARD. ;2 4. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH SERVICE 124 PROVIDERS. " CABLE - COMCAST ELECTRIC - SUB Lo N GAS - NORTHWEST NATURAL PHONE OWEST ?- 5. PHONE, CABLE, ELECTRIC & NATURAL GAS PROPOSED TO BE z JOINT TRENCH PER DETAIL. 6. SEE SHEET C8 FOR THRUST BLOCKING DETAILS FOR WATER m SYSTEM. 7. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED w U Ur AND INSTALLED BY A LICENSED CONTRACTOR IN ALL LAWN, SHRUB w BEDS AND SWALES. SIZE OF WATER METER FOR IRRIGATION WILL L BE ca W Q U DETERMINED AT THAT TIME. 8. PHASE TWO IS DEFERRED PAVING, CONCRETE AND RETAINING CCS WALL, PIPE WORK AND BASE SHOWN TO BE CONSTRUCTED PART OF PHASE ONE. EX.3' 75.00' ------ -.. RR ROW GAS 12" MIN AMPHONE DIRECT BURY OR GREY DUCT f ELECTRIC ABLE l OFF WHITE JOINT TRENCH DETAIL UTILITIES N.T.S. Fi le 0009 DDn 7VD;�-15- �}-a Pnpwfies, U,C 6,11t, F19A Aw,&w p t g of 14 cn b 0 o 0 ?�.)WQ3 MAR 0 3 205 Original Submiftal i -m �. o Q • r"� 64 AQ n.; >` L Q := C co (:::; G 0 No mF� z z � 1►- o V) MAR 0 3 205 Original Submiftal i -m 6 0 $::44 L MAR 0 3 205 Original Submiftal i -m 6 0 $::44 Qo cz O 1►- o hii Lo N ?- z -�o m w 0. w U Ur w w W 2' ca W Q U CCS CCSCfD Qd MAR 0 3 205 Original Submiftal i -m 6 1►- o hii Lo N ?- z -�o m w 0. w U Ur w w W 2' ca W Q U MAR 0 3 205 Original Submiftal i -m STORM DRAINAGE STRUCTURE TABLE ST CO # 1 15" FL OUT (E)=471.82 ST CO #2 12" FL OUT (NE)=472.06 ST CO #3 12" FL OUT (NE)=472.36 ST CO #4 12" FL OUT (NE)=472.66 ST CO #5 12" FL OUT (NE) -472.74 ST CO #6 10" FL OUT (NW)=474.79 ST CO #7 10" A OUT (NF)=475_99 y� 14 S k " ST CO ' 10" FL a AV x\ E� i, , t 15" FL IN (S)=468.28 36" FL IN (W)-468 28 I EX. 62.00 ' ROW EX. 42" FL OUT (NE)=468.17 ROADW RIM ELEV.=475.02 # # 6 FL= # 445 =473.80 t w Lo g loll f L > E If i ST CO #9 8" FL OUT (NE)=475.92 ST CO #10 8" FL OUT (NW)=474.30 ST CO #11 8" FL OUT (NE)=474.80 ST CO #12 8" FL OUT (NE)=475.30 ST CO #13 8" FL OUT (NE)=475.80 ST CO #14 8" FL OUT (NE)=476.22 CB #1 6" FL OUT (SE)=475.20 GRATE=477.74 CB #2 6" FL IN (NW)=475.80 6" FL OUT (SE)=475.80 GRATE=477.74 CB #3 6" FL OUT (SE)=476.24 GRATE=477.74 CB #4 6" FL OUT (NW)=476.33 GRATE=477.74 CB #5 6" FL OUT (NW)=475.80 GRATE=477.74 CB #6 6" FL OUT NW)=475.27 GRATE=477.74 CB #7 6" FL OUT (NW)=474.65 GRATE=477.74 CB #8 6" FL OUT (SW)=476.09 GRATE=477.74 AD #1 6,FL OUT (N)=471.82 GRATE=473.55 AD #2 10" FL OUT (NW)=472.83 GRATE=474.00 AD #3 PROPOSED STORM DRAINAGE SYSTEM bD PROPOSED CATCH BASIN 8" FL OUT (E)=472.32 UTIL -- EXISTING UTILITIES (I.E. TV, PHONE, ELE GRATE=473.68 EXISTING STREET LIGHT �T & GAS) TO 1 EXISTING TELEPHONE PEDESTAL EXISTING CULVERT REFER TO SHEET C7 " 12 W ------ EXISTING WATER LINE FOR DESIGN SPECIFICATIONS C-4 .C/3 o a EXISTING WATER METER 0 EXISTING WATER VALVE = n a CL EXISTING FIRE HYDRANT W�8"WW -_ _ - EXISTING WASTEWATER SYSTEM a %--24"SD vc�.� tf EXISTING STORM DRAINAGE SYSTEM a G.'. a w GL' a w U Q; EXISTING CLEANOUT 0-8"ST PROPOSED STORM DRAINAGE SYSTEM bD PROPOSED CATCH BASIN 0 PROPOSED AREA DRAIN EXISTING CURB INLET o b EXISTING STREET LIGHT �T EXISTING TV PEDESTAL EXISTING TELEPHONE PEDESTAL EXISTING ELECTRICAL VAULT �. EXISTING GAS RISER EXISTING GAS VALVE EX. 10' X 150' PRIVATE RAILROAD SPUR EASEMENT A EX. 75.000 -----.. RR ROW SCALE 1 '=JO' #� ST CONSTRUCTION NOTES 409. CONNECT TO EXISTING STUB. SEE NOTE 1. 411. CONST AREA DRAIN AS PER DETAIL. REFER TO SHEET C9. 412. CONST STD. CATCH BASIN AS PER DETAIL. REFER TO SHEET C7. 413. CONST TRENCH DRAIN AS PER DETAIL. REFER TO SHEET C7. 443. CONST VEGETATED SWALE AS PER DETAIL, REFER TO SHEET C9. REFER TO SHEET LA -2 FOR DETAILED PLANTING PLAN. 444. CONST VEGETATED SWALE AS PER DETAIL. REFER TO SHEET C9. REFER TO SHEET LA -2 FOR DETAILED PLANTING PLAN, 445. CONST 6" ROUND ROCK SPLASH PAD. 450. CONST STD. CLEANOUT WITH CAST IRON LID. 476. CONST 4" SOCK WRAPPED D3034 PERFORATED PIPE WITH RUBBER GASKET JOINTS. 477. CONST 4" STORM DRAIN PIPE, D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 478. CONST 6" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 479. CONST 8" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 480. CONST 10" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 481. CONST 12" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 490. CONST 6" GATE VALVE. 491. CONST 8" GATE VALVE. 492. CONST 10" GATE VALVE. NOTE; 1. CONTRACTOR SHALL POTHOLE EXISTING STORM DRAINAGE LATERAL, IN COORDINATION WITH THE PROJECT ENGINEER, AND VERIFY FLOW LINE ELEVATION PRIOR TO CONSTRUCTION. SHEET C6 of 10 `1 0riginal bittl bD �. o b o �s x �. cri ° T C-4 .C/3 o a co = n a CL SHEET C6 of 10 `1 0riginal bittl �. o SHEET C6 of 10 `1 0riginal bittl o �. N a Z w 0. vc�.� tf = a G.'. a w GL' a w U Q; O u SHEET C6 of 10 `1 0riginal bittl 6.0' 3.5" SURFACE AS PER PLANS--\ , . . ..... . . SURFACE AS PER PLANS LOCATED 12" BELOW GRATE DIAMETER AS PER PLAN 6" MIN, WATER SEAL WITH HINGED LID ON TRAP OUTLET PIPE ELEVATION AS SHOWN ON PLANS T -0 1 NOTE: WHEEL STOP IS TO BE 6" IN WIDTH WHEEL STOP DETAIL N.T.S. a s ' 24" SQUARE 10 GA. STEEL CATCH BASIN WITH 24" SUMP. ___T ASPHALT COATED INSIDE 24" AND OUT. SUMP PROVIDE SMOOTH LEVEL COMPACTED CRUSHED ROCK FOR BASE OF CATCH BASIN STRUCTURE mn('`IT�1Ci Cl�TE71r^ CONTI AUTOBAHN SERIES 20BLEDE 70 R3— FIXTURE. DRAIN—RITE W/ 4" OUTLET CONCRETE PAD SLOPE TO GRATE LOCATE ' ` Y..a: •: '' .•. :.: ' ' '° 4:•' " ON CUR 4"PVC--� U TRAP 4"PVC l 0 WASTE WATER SERVICE LIlIE TRASH ENCLOSURE TRAP DRAIN �-- EXTRUDED CONCRETE WHEEL STOP CLASS 3000 - 1/2" CONCRETE, AC PAVING SHALL BE CLEAN AND FREE FROM FOREIGN MATERIAL BEFORE APPLYING EPDXY. GROUND LEVEL NOTE: SECTION TO BE POURED SO THAT A MINIMUM COVER OF 4" EXISTS ON ALL SURFACES OF PIPE. STANDARD STEEL FRAME & COVER - MECHANICAL PLUG 4"MIN TYPE AND SIZE 'R PLANS, EXTRA LENGTH TO EXTEND BELL BEYOND CONCRETE CLEAN OUT DETAIL N.T.S. MECHANICAL PLUG TOPSOIL MATERIAL LANDSCAPE AS PER PLANS EXTRUDED CONCRETE CURB CLASS 3000 — 1/2" CONCRETE. AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL -�-6" BEFORE APPLYING EPDXY. ��vy SURFACE AS PER PLANS 11 LIGHTING DETAIL NTS 2" GALVANIZED CAP SURFACE AS PER PLANS 7" THICK CONCRETE PAVER 3500 PSI FIELD STRENGTH BASE ROCK AS .. PLANS CONCRETE VALLEY GUTTER NTS • t. s • .. •y.T •' y `'i♦ t 'y• y. :R. _;y ,'� •y' '•• f. .•'^. •• v•y. •y• J.~J.'' :y y ' ,� .ts.•♦ •. •y. . •y .y' :..` ,y:` ..Y. •• •• y• . { •t' , . ' •,� • •y y KEYED NOTES �..:.! 4„ ASPHALT PAVING— i\ 2;; LEVEL 2, 1/2” DENSE HMAC OVER jJJ\\Jf\\/f\\f/`\f/\\//\\f�\\,rJ\\/f\\/J`,\ff 2 LEVEL 2, 3/4 DENSE HMAC\\,\\/�\\f\\,\`�j�\\i�\�\`�j\\i 12" (MIN.) CLEAN, GRADED AND COMPACTED STONE (NO SLAG). �3 FABRIC UNDER ROADWAY (LINQ GTF OR EQUIVALENT.) IF REQUIRED DUE TO SOFT SPOTS. WELL—DRAINED SUB—GRADE COMPACTION TO BE APPROVED BY GEOTECHNICAL PROFESSIONAL. � , q IV4,1101 '' I � �� �km- Imlogolklm"I Ov C6 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AN SYMBOL 2" GALVANIZED COUPLER SET IN CONCRETE SURFACE PER PLAN 18" CONCRETE 2" ROUND GALVANIZED POST TREADED ON ONE END POLE MOUNTED ADA SIGN DETAIL N.T.S. N -c Coplie )-15 - D2z��y AU2 fropeAPS , t_t.0 446 !'WA �2�v► ew w bjD o bjD � SHEET C7 of 10 Date Received: MAR 0 3 2015 original bmi I �CD COD � U _ o 4 COD �- 00 UJ Lo cf) C) Lij 0 �_ SHEET C7 of 10 Date Received: MAR 0 3 2015 original bmi I F7 o �- W C z V a WW> W > w Q W u O SHEET C7 of 10 Date Received: MAR 0 3 2015 original bmi I APPLICATION Designed for installation or, potable water conriectiQns it-, fire sprinkler systems to proler-t against both bpi *,slpno- nam and bac�prassure of polluted water into the potibje water supply. Model 350DA shall provide protection heel a potential health hazaird does rzot exist. lncotporw,�-nmc,­ tered by -pas% to detect ieaks and unauthorized wet ,t use, FEATURES Slwes, J 2 V2' J 3' J 4' U 6 J 8 J t0 J I STANDARDS COMPLIANCE 1Size,0 102'.101' Horiz. &Vert,) ki axirntgrt woWng water pressofe P S 1, (12" Horizontal Only) maxin-lurn tempenal me 140`F 4 ASSEi�' ; Listed 1048 (Si7es 2 1f?' It10") Hydi, ostalic test pressure 3150 PSI grid connections (Gro I oved far steeh�, NOPWA 0606 GsAe Certified B64,5 I'Si?fas 2 1/29" aerie W) ANSI 816,1 AWWA Compliant C51 D ,,Sizes 214' ihru 10",,, Class 125 t LILO; Gla_ssified (Siees 2 1i2,'Ihru 12") OPTIONS (,suffixe-, can tie i"Ounbmwd) C-ULO Classified lSizes-112" thni 12') with OS & Y gatevalvas (slandard) MC ?,, Aproved (Si;tes,2 1: 2'lhru I U' p) L ss - leshred-olivaives (flangeJ body connections� Fi Appfoved by the Fodatiop I or Cross Conne-ion ffie MU=r, un I j - vilb remote reading meter Control and Hydraulic Research at the Univeesity (if . with gpm meter (standard) cull em California(Sizes 2 1,;2'thru IW) j - Mth cu t0nin Ineter MATERIALS J G - with groove end gatevalves Main varve body Djoil,- fron 4STIA A 536 Gradi. 4 :3 FG - with flanged inlet gate ronnection and grooved Access covers Ductile fron ASTNI A 536 Grade 4 Outlet gate Connection Coatings FDA Approved fusion epoxy firlisil J PI - with Post IndicatorGate Valve 14'-10') Into" gals, Stzlirile6s -Aeel, 300 Series ACCESSORIES NORYU, CSF I-isted U Repair til only) Fasteners Stainless Steel, 300 Series 'J 'o iexpans.� n farik (Model W 7P) Thermot Elastorners _PPDM (FDA apprvved) OS e, Y Gate =valve tamper Suna Nitrile (FDA approved' 101 Test Cock Lo(Model TCL24) Polymers NORYL",', INSF Listed Springs Stainless Steel, 30Q Series NIODEL 350DAG S40WN ABOVE DIMENSIONS & WEIGHTS (do not include pkg.) Attention: Model 3500A (flange body,� and !Aod��13:50ADA (grooved body) have difterent lay leogths. _WM4GkJT_ WITHOtwY 350DA LESS GATE C D OS&Y OS&Y G GAIT, GA7F VALVF,')OPEN, ciosEr) VALVES VALVES mm it "un 'rM 'n, M1111 in, ron" kf; 41, nim, 4-- 2 61�. 3l 402 $,,114 Mq 42 iRT M q IG W8 3" 1 4_ 4 i I fxj 37s, ZA 10 250 61 W4 161�� a' qr,�� in nF.", _�N, 17,m 1 �Zvi An Z7,, Y:.. 7 page I of 2 AtIlln BFP3,, BFP4, BFP6, BFP8 J CD it A* 10 €t see A H g - mm MORINO, 2 V2" ma_l Length 149- `N Inside Dimensions l OUtsida Dimemsions Suggested Concrete Snip 1, 'i No. Description - i L W H L W H Pad Dimensions Velght 34#2 6 dFP3-N I 2 -Door Panel Desli gn 74" 2W� 40�' 77, 27" 42� 8 9" L x -33 8'AT111 x 6�T` 2,98 0 7T 84- 24' 3' P,7- 42- 9S�L x .4.vwx 6'T rrrl"3_0 2 -Door Panei Design -'2 74 24 5Z* 77' 27- 64" 8,q"L x ST�Y,! x 6"T 21 _84' Pyr 'O -Door Pinel Desicia T' 27- E4` �P`L x S9,"iN x V'T 2254 BFP4-N 2 -2 -Door Panel Desi pri 88" 2$1� ell 311, 46' 103"Lx 43'W x 6'T 2254 2339 13F£14 -INS L, 2 -Door Panel Design !02' 28" 44" 05�' 31 4V 117 � L x 43 X 6 "T 'i`� SFP4-0 i 2-Doc,,r Pwiol Desl2n FEATURES <M> -APPLICATION Loccablo, for %Jand'a� Protecflior, Aqua Shie;ld Enclosures are di�,�sz�gnad as provide Ffe�,,ze and Vandal Rrowc&ori for Freoze Peolocton F) Backflow Preventon Asserr.nF,es installed (2) Rernovable acce,ws parlets Outside and above ground, Nlon-corrosivo A'Urmisnum Construc*­,on i -P6-O l 2 ,or Pan, -Door Pana5, asi n SiMple I teals INSTALLATION Nio subassembly req,.��red Aqua Shipid rew I rnmends Enc�osijres bet • Oversizad Drains at Enclosure Grade rnounted ' on a Concrete pad 12'Jaiger than toe _31 142' 38' Se` 1 146�' 41" 3B " I 5T1 x 15TW X 91' outside d'imensions of the enclosure by Wlhick, • 145tructzirolly Rigid inst,,lation PC r 81 120, 38- -all 44 53`101*6.7 1510011 I t 10 Alternative to 0 irislal�at, < -CODES 11 142'1,%, 63 1"", X 6 " T 38" 7$�'. 145' 41" 83 157 Aqua Shiekl BM,,'I0st;ro5 Comply with the Aqua ShWd providi' -,s thermostaticaily �iMF, ✓1_ia. 'Ciwi Nor 0ES';0KZ11) To PqSVENT F�EEZNS or 1080AA 2910FR 1910 Confirlod Sp400 Standard, PHYSICAL PROPERTIES Off ician't freeze projection. d <,a>-ASSE 1060 ,0501 18 Ga, X Aqua Sh.,eld Encl'os ure-s tire ASSEcertMed * (2) Acce ss Pane is to mool the ASSE ; Owl pedormance * Alurninurn sung art 0'laflnels requirements for outdoor en�losijras protecting * sla:lnless: $teel Fasteners * Rigid Closed Cell lnsuOavon baclkficm, preventior, assemblies, 'lass 1, Class J, il;lass IRI (C " Insulation R -Value 10 - "Nabs Mo R-`Ealuo 20 - Roof ncirpue- sza 4aW,'y v N"q .0-M k LQ APPLICATION Designed for installation or, potable water conriectiQns it-, fire sprinkler systems to proler-t against both bpi *,slpno- nam and bac�prassure of polluted water into the potibje water supply. Model 350DA shall provide protection heel a potential health hazaird does rzot exist. lncotporw,�-nmc,­ tered by -pas% to detect ieaks and unauthorized wet ,t use, FEATURES Slwes, J 2 V2' J 3' J 4' U 6 J 8 J t0 J I STANDARDS COMPLIANCE 1Size,0 102'.101' Horiz. &Vert,) ki axirntgrt woWng water pressofe P S 1, (12" Horizontal Only) maxin-lurn tempenal me 140`F 4 ASSEi�' ; Listed 1048 (Si7es 2 1f?' It10") Hydi, ostalic test pressure 3150 PSI grid connections (Gro I oved far steeh�, NOPWA 0606 GsAe Certified B64,5 I'Si?fas 2 1/29" aerie W) ANSI 816,1 AWWA Compliant C51 D ,,Sizes 214' ihru 10",,, Class 125 t LILO; Gla_ssified (Siees 2 1i2,'Ihru 12") OPTIONS (,suffixe-, can tie i"Ounbmwd) C-ULO Classified lSizes-112" thni 12') with OS & Y gatevalvas (slandard) MC ?,, Aproved (Si;tes,2 1: 2'lhru I U' p) L ss - leshred-olivaives (flangeJ body connections� Fi Appfoved by the Fodatiop I or Cross Conne-ion ffie MU=r, un I j - vilb remote reading meter Control and Hydraulic Research at the Univeesity (if . with gpm meter (standard) cull em California(Sizes 2 1,;2'thru IW) j - Mth cu t0nin Ineter MATERIALS J G - with groove end gatevalves Main varve body Djoil,- fron 4STIA A 536 Gradi. 4 :3 FG - with flanged inlet gate ronnection and grooved Access covers Ductile fron ASTNI A 536 Grade 4 Outlet gate Connection Coatings FDA Approved fusion epoxy firlisil J PI - with Post IndicatorGate Valve 14'-10') Into" gals, Stzlirile6s -Aeel, 300 Series ACCESSORIES NORYU, CSF I-isted U Repair til only) Fasteners Stainless Steel, 300 Series 'J 'o iexpans.� n farik (Model W 7P) Thermot Elastorners _PPDM (FDA apprvved) OS e, Y Gate =valve tamper Suna Nitrile (FDA approved' 101 Test Cock Lo(Model TCL24) Polymers NORYL",', INSF Listed Springs Stainless Steel, 30Q Series NIODEL 350DAG S40WN ABOVE DIMENSIONS & WEIGHTS (do not include pkg.) Attention: Model 3500A (flange body,� and !Aod��13:50ADA (grooved body) have difterent lay leogths. _WM4GkJT_ WITHOtwY 350DA LESS GATE C D OS&Y OS&Y G GAIT, GA7F VALVF,')OPEN, ciosEr) VALVES VALVES mm it "un 'rM 'n, M1111 in, ron" kf; 41, nim, 4-- 2 61�. 3l 402 $,,114 Mq 42 iRT M q IG W8 3" 1 4_ 4 i I fxj 37s, ZA 10 250 61 W4 161�� a' qr,�� in nF.", _�N, 17,m 1 �Zvi An Z7,, Y:.. 7 page I of 2 AtIlln BFP3,, BFP4, BFP6, BFP8 J CD C) 10 €t see A H g - mm MORINO, 2 V2" ma_l Length 149- J-7! Enclosure Inside Dimensions l OUtsida Dimemsions Suggested Concrete Snip 1, 'i No. Description - i L W H L W H Pad Dimensions Velght 34#2 6 dFP3-N I 2 -Door Panel Desli gn 74" 2W� 40�' 77, 27" 42� 8 9" L x -33 8'AT111 x 6�T` 2,98 Dosi2n 7T 84- 24' 3' P,7- 42- 9S�L x .4.vwx 6'T rrrl"3_0 2 -Door Panei Design -'2 74 24 5Z* 77' 27- 64" 8,q"L x ST�Y,! x 6"T 21 _84' Pyr 'O -Door Pinel Desicia T' 27- E4` �P`L x S9,"iN x V'T 2254 BFP4-N 2 -2 -Door Panel Desi pri 88" 2$1� ell 311, 46' 103"Lx 43'W x 6'T 2254 2339 13F£14 -INS L, 2 -Door Panel Design !02' 28" 44" 05�' 31 4V 117 � L x 43 X 6 "T 'i`� SFP4-0 i 2-Doc,,r Pwiol Desl2n 88.1-e^- F 54' 91" 3VI 1 . 103'L x 43'W x 616 2364 IT 8FP4-OS I 2-D-ocr Panel Pa§.!_gp V 2F 1051, 3,1,; 56 1 11 7'L x 43"W x VT 278# as UP644 I 2 -Door Panel 0 41 5P4- I I 7'L x 53`10V x 6"T 3$641 B FP6-NS 2 -Door Parief Do 120 1 S5.>I 123, 41$' 6V' '13,5`Lx5TWx6'T 42.6# i -P6-O l 2 ,or Pan, -Door Pana5, asi n 41 6P� 0 X W rN x 77 4,351i z 8 _OS 2 -Door Panel Design $3 FP r Panel 00�iqlfl 120" 35 67" f 193" 41' Gal' 135-L X W,117x 5 2T 4504 1201, 123' 41 1,38"L x 63`Wx WT 430# _31 142' 38' Se` 1 146�' 41" 3B " I 5T1 x 15TW X 91' on ii P8_0 PC r 81 120, 38- -all 44 53`101*6.7 1510011 SI -F3 -CS 4 -Door Panel Design 11 142'1,%, 63 1"", X 6 " T 38" 7$�'. 145' 41" 83 157 C�>---HEATINQ EQUIPMENT LIMITED WARRANTY Aqua ShWd providi' -,s thermostaticaily �iMF, ✓1_ia. 'Ciwi Nor 0ES';0KZ11) To PqSVENT F�EEZNS or contr6led corn.marcial type heaters designed to #nsure top quality energy that IN4, jmadwS if; N,�, Off ician't freeze projection. d <_--CUSTOM DESIONS Aqua Shield Can design and manufacture ee mlv4� to,, V�e t,.iv 1,01 tf 1:-,e shalba lhe %P�r *1 Enclosures for dt�af irsmilations, meters mplunemead "� weswm mdl wy �,,Oar llli� Aq);i sx-told in "Is r,4 divv­aSm. 410 vlSWnwr 10 ,aptiil v AA'j or any appiv.-ation $pacificat.,ons required. U <m> --CUSTOM COLORS Aqua Shield Enclosures are -available in�1% P�3ii,,0147 aE UASUE FOR ANY PROPEI-11TY (18) AllurriaKiad colors, tat 'vol�� .<'#'S1 inl.,, �hl� £.`laim fin ptqery dxuage 4.�» i'a# CYL"'C<'sw>'.-s , zwu L:s t'#Tii4`€3 :1 ;t. Eb1 EX£ tMzvs rr ncirpue- sza 4aW,'y v N"q .0-M k FLOW CHARACTERISTICS MODEL 350DA 2 1/2", 3" & 4" (STANDARD & METRIq) FLOW RATES (Y&) 2512 V1 3l no 400 600 $00 0 FLOW RATES (GPMl MODEL 3500A 6*'& 8" (STANDARD & METRIC) rJ,0WRATES iVsi us 7777=r- U4 A 89 K $00 *000 1500 2000 2500 FLOW RATES (GPM) MODEL 350DA 10" & 12- (STANDARD AND METRIC) FLO'W'RATES <Vs� 1 1$9,3 220,8 MIA n,9 ..... . .... ....... . .. 6a . . . ..... - 1000 1500 2000 2500 3000 3500 4W 45,00 FLOW RATES fGPM-1 TYPICAL INSTALLATION Local codes shall govern installation requirements. Uniess othenvise specified, the assembly shall be mounted ata rninirrll.im of 12" (305111m) and,-, Maximum est 30` 1762,mm) VERMAL INSTM,LATIO above adequite drains with sufficent side clearance for 'lasting and The irWaflation shall be riadle so haat no Pan of the, until cari be, submerged. Capacity thro S-01rowle 40 Pipe "Gpm) ry CD C) 10 €t see 15 tj„ec; 2 V2" 75 11 r 149- 224 1, 'i 173 23C, 34#2 6 00 to 0 198 2,98 191 595 45 L0 Cl - l 9 2339 C14 1229_1843 , 'i`� 2458 --7525 3687 IT i fK 2a�_447_ as 5288 SPECIFICATIONS "J `tae Double Check Deteclof Bac ktio,,v Prevention Assembly ishall be ASSEa Listed 1048, and suppriecl with full port gate valves, The rnain bodyand access cover shall be epox y coated ductile i rort (ASTINA A 5S6 G rade 4l, the sea t t ingar, d check valveshall be Norylll,' (NSF Listed), the stem shall be stainless steel (ASTM A 276St and- the seat disc elastomars, shall be EPI)M, The firstarid secorld check valves stvall fir: accessibie for maintenance wilhout rernaving the devi.-r.'t fmm In e line. The Double Check Detector Bacidlow Prevention Assembly Shall be a WILKINS Modet 350DA, Page 2 of 2 WA JLKINS a Zurn company, i?47 CA 93r146 IN CANADA., ZURN INDUSTRIES LIMITED. 3544 NXio� , 1�a Dr" t4syswuga, onlaro L4V its 2,92 Product Suppoo Help Line. 1-877-SACKFLO° 0 website. SHEET Original $Ubmittal_fq� CD C) L) C114 C) Lij 0 C�, E 00 to 0 �j Q) 0 C) 0 tIJ L0 Cl - SHEET Original $Ubmittal_fq� C) Lij SHEET Original $Ubmittal_fq� C) �j Q) L0 C14 O 'i`� as 92 -4--D � z •cam o 0 r -W4 r�> 41 W O U Lj LQ LLI W W .C41 SHEET Original $Ubmittal_fq� C) L0 C14 z Lj 41 W U Lj LQ LLI W W < > > > < < U W W W 0 0 0. (/1 x CC., x U SHEET Original $Ubmittal_fq� 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 1 1Y� 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 1 45.2 58.8 64.0 34.6 17.7 8.9 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 FITTING SIZE ROD SIZE EMBEDMENT 12" & LESS #6 30 14" - 16" #8 36ss Site PUi1� R�v�wJ ��Cj2 � dF 1�} i -ft"o 7- SHEET C9 of 10 MAR 0 3 2015 Original %siubmittal 115� cd � u SHEET C9 of 10 MAR 0 3 2015 Original %siubmittal 115� 40.0' nnAlKlArr nerrrni l 40.0' 1 3:r STORM DRAINAGE PIPE PER PLAN 1 1.1.11 Vr}i slVv V VI I. -I{ 1 VIAI VIV-Il4-L., DRAIN PIPE TO ROUND ROCK DRAIN PIPE TO STORM SYSTEM STORM SYSTEM CONTAINER DRAINAGE SIDE VIEW --- - --- - - -----NTS I I_ A E4 CONTAINER DRAINAGE REAR VIEW NTS APPLY 2" PEA GRAVEL FOR SOIL STABILIZATION 3:1tfll'_�-rcrT 2.0 BOTTOM' go 8.0' WIDTH REFER TO PLANTING PLAN FOR DETAILED LANDSCAPING OUTFALL PER PLAN CHECK DAM PER DETAIL SPACED 25' 6" ROUND ROCK DOME TYPE AREA SPLASH PAD DRAIN AS PER DETAIL /1 SLOPE 0.50% ------..- 55' LENGTH VEGETATED SWALE 443 DETAIL NTS OUTLET PIPE PER PLAN WIDTH VARIES NTS ZURN MODEL Z348-77 DOME TYPE AREA DRAIN W/6" OUTLET SLOPE 0.507 ---.. REDUCING COUPLER ---- AS NEEDED PVC TEE SIZE PER PLAN PVC CAP SIZE PER PLAN A in T7 A T\" 1 TAT TlT'IM A TT REFER TO PLANTING PLAN FOR DETAILED LANDSCAPING 2' RING OF 3" ROUND ROCK 8" DEPTH 3:1 St{}P[ i i 1:1316=1W. -Him i i - VEGETATED SWALE 444 DETAI NTS RGR ?mewheS�U,G 5�k� plav, viRj pW LD �f W i i i + ikim uaie Keceivec: MAR 0 3 2015 § r ire l Submittal —" --\-- . ce uj ;--4 >1 Cc d- o r. o rn u rn i vs Cr� N . �NOC3 .--�. E �•� � j Lo ua Li CLS ami uaie Keceivec: MAR 0 3 2015 § r ire l Submittal —" --\-- CJ co co co C-5 uj d- o uaie Keceivec: MAR 0 3 2015 § r ire l Submittal —" --\-- d- o N 54 r— Z x a a a 0 w � � w w w v uaie Keceivec: MAR 0 3 2015 § r ire l Submittal —" --\-- GENERAL SITE INFORMATION 1. TYPE OF DEVELOPMENT: INDUSTRIAL WITH PRIVATELY OWNED AND MAINTAINED PARKING, WASTEWATER AND STORM DRAINAGE SYSTEMS. 2. CONSTRUCTION ACTIVITY WILL CONSIST OF: - PRIVATE DRIVEWAY, CURB, ASPHALT PAVING, AND FOOTINGS - PRIVATE WASTEWATER AND STORM DRAINAGE SYSTEMS. 3. PROPOSED CONSTRUCTION SCHEDULE: BEGINNING DATE: MAY 2015 COMPLETION DATE: OCTOBER 2015 4. DEVELOPMENT AREAS TOTAL AREA: 4.23 ACRES PERCENT OF SITE DISTURBED = 64% CUT = 3,011 CU. YD. OF EXISTING ONSITE MATERIAL FILL = 1,770 CU. YD. OF EXISTING ONSITE MATERIAL 5. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND COMPLEX, WITH SLIGHT EROSION FACTOR. (,"D CONSTRUCTION NOTES 175. CONSTRUCT CRUSHED ROCK ACCESS PAD. PROVIDE 6" MINIMUM DEPTH 2"-3" CRUSHED ROCK COMPACTED TO 90% MAXIMUM DENSITY. PAD SHALL BE 15' MIN WIDTH BY 100' LONG. 176. CONST SEDIMENTATION CONTROL SILT FENCING PER DETAIL, 177. INSTALL 810 -BAGS AT CATCH BASIN OPENING, PLACE BALES TO AS PER DETAIL. 178. CONSTRUCT CONCRETE WASHOUT AREA. LEGEND EXISTING CURB INLET W/PROTECTION El PROPOSED CATCH BASIN ....... EXISTING CONTOURS PROPOSED DRAINAGE PATTERN THREE LAYERS MIN. STAKE PLASTIC 01' O.C. 10 MIL. PLASTIC TO GROUND TO ENCLOSE WASHOUT NOTE: WASHOUT SHALL BE CLEANED AND REPAIRED AS NECESSARY TO PROTECT AGAINST SPILLS AND LEAKS. SAND BAGS STACKED 2' HIGH. LINE WASHOUT WITH THREE LAYERS MIN 10 MIL. PLASTIC TO COMPLETELY ENCLOSE WASHOUT SUPPORT POST 10' O.C. - 2"x 2"x 5' DOUGLAS FIR OR APPROVED EQUAL. INSURE POST IS STABLE AND CAN SUPPORT FENCE. PROTECTED - DOWNSTREAM CONCRETE WASHOUT DETAIL N.T.S. SEDIMENTATION CONTROL FABRIC, AMOCO 2122 OR APPROVED EQUAL. SECURE FABRIC TO POST WITH TIE WIRE AT TOP, CENTER, AND BOTTOM OF POST. DISTURBED GROUND DUE TO 71� ONSITE CONSTRUCTION. BACKFILL BOTTOM 6" OF FABRIC WITH CU NATIVE TOPSOIL. MINIMIZE DISTURBANCE OF SILT DURING REMOVAL OF FENCE. SEDIMENTATION CONTROL FABRIC TYPE SILT FENCE -77 __476 NTS VICINITY MAP Curb Inlet Curb NTS 5CALf.' 1 "=40' 40' 0 40 80' GENERAL NOTES: 1pl�ylwffl I 1. Prior to any ground disturbance on the site one inspection with LDAP staff is required. Issuance of this plan does not relieve the permit holder and or the contractor from all other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained. 2. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment -laden water does not leave the site. A copy of this ESCP must be kept on site. Changes to the ESCP must also be submitted in the form of an Action Plan to DEQ or its Agent for approval. (Schedule A.7.f.) 3. The implementation of the ESCP and construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit registrant until all construction is completed and approved by the local development agency and vegetation / landscaping is established. The permit registrant shall be responsible for maintenance after the lots are approved, until the lots are sold and the 1200-C permit is terminated. (Schedule A.4.a.) and (Schedule D.3.) 4. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit holder and or the contractor until all construction is completed and accepted and vegetation / landscaping is established. 5. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field by the engineer prior to construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the applicant / contractor for the duration of construction. 6. The erosion and sediment control measures on active sites shall be inspected and maintained at least once every seven (7) calendar days, before weekends & hollidays and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24-hour period. Measures shall be inspected by contractor Curb Inlet after each rainfall and at least daily during prolonged rainfall. Any required repairs or adjustments shall be made immediately. sedimentation dam 7. All erosion and sediment control measures shall be protected from damage at all times. Control measures shall remain in place until permanent re -vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediately. Bio -bags 8. Any areas of exposed soils, including roadway embankment, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry season (May 1 to September 30) shall be immediately stabilized with an approved ECS method (seeding & mulching with straw, bark, compost, or plastic covering, etc.) 9. Street sweeping shall be performed as needed or when directed by the City inspector to insure public right-of-ways are kept clean and free of debris. 10. When trucking saturated soils from the site, either water -tight trucks shall be used or loads shall be drained on site until dripping has been reduced to no more than one gallon per hour. Sediment laden water will not be allowed to enter the stormwater system. 11. Extracted ground water from excavated trenches shall dispose of in a suitable manner without damage to adjacent property. Dewatering systems shall be designed and operated so as to prevent removal of the natural soils and so that the groundwater level outside the excavation is not reduced to the extent that would damage or endanger adjacent structures or property. Approval of the system does not guarantee that it will meet the outcomes or be acceptable for use in all situations. Modifications to the system will be required if the compliance can not to met. At no time will sediment laden water be allowed to leave the construction site, 12. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under all weather conditions shall be maintained at all times on the construction site. 13. The site lies within the 5 to 10 year time of travel zone for the Drinking Water Protection Overlay. No hazardous substances, such as paints, thinners, fuels and other chemicals shall be released onto the site, djacent properties, or into water features, the City's storm water system, or related natural resources. INLET PROTECTION DETAIL NTS 14. The ESC facilities shall be inspected by the contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly EXISTING TL 1700 20.0' MAP #17-02-32 22 P.U.E. LOT 1 OF HAMMER INDUSTRIAL PARK xuilzl: 7 IV, EX. I O'l X 50 1' 4- RA PR TE ILft SPUR EASE Jil, ENT 77 ....... . 47b,�I--4 W 4_1 14 1477' 1 1 1 7 55 5f Zzz_ -A. 177 % 17 1100 LF 176 TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (May 1 to September 30). 15. Approval of this Erosion Sediment Control Plan (ESCP) does not constitute an approval of permanent road or drainage design systems (e.g. size and location I it of roads, pipes, channels, retention facilities, utilities, etc.). 16. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) must be constructed in conjunction with all clearing and grading activities in such a manner as to insure that sediment and sediment laden water does not enter the stormwater system, roadways, or violate applicable water standards. 17. All work performed by utility companies for this project, including placement of appropriate erosion and sediment control measures, finished grading, seeding, mulching and clean up is governed by the conditions and requirements of this erosion control permit. The assurance that these requirements are met will be the responsible of the permit holder. 18. Soil stockpiled during the wet weather season (October 1 through April 30) shall be covered with polyethylene plastic sheeting and secured tightly in place with an approved anchoring system, to ensure the stockpile is not exposed to rain or creating sediment laden run-off. Energy dissipaters and other control measures may be required to slow runoff. 19. Stabilized construction entrances / exits shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to insure that all paved areas are kept clean for duration of the project. 20. Catchbasin / curb inlets shall be protected by an approved method to prevent sediments from entering the stormwater system. Approved barrier methods include filter fabric inlet barriers, block and gravel inlet barriers, gravel and wire mesh inlet barriers, and mesh bags filled with wood chips. 21. Temporary grass measures must be fully established by October 1 or additional cover measures will have to be implemented until adequate grass coverage is achieved. 22. Issuance of the erosion permit does not relieve the permit holder from all other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained. 23. BMPs that will be used to prevent or minimize stormwater from being exposed to pollutants from spills, no discharge of concrete truck wash water, vehicle and equipment cleaning, vehicle and equipment fueling, maintenance, and storage, other cleaning and maintenance activities, and waste handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, as well as debris, leftover paints, solvents, and glues from construction operations. (Schedule A.7.6.(2)) 24. Solid Waste and Hazardous Materials Management. Follow project written spill prevention and response procedures, employee training on spill prevention and proper disposal procedures; regular maintenance schedule for vehicles and machinery; and material delivery and storage controls, training and signage, material use, covered storage areas for waste and supplies. (Schedule A.7.64(3)) 25. The permittee must properly manage hazardous wastes, used oils, contaminated soils, concrete waste, sanitary waste, liquid waste, or other toxic substances discovered or generated during construction and meet all state and federal regulations and approvals. (Schedule A.7.e. iii.(4)) 26. Sediment must be removed from behind Bio Bags and other barriers it has reached a height of two (2) inches and before BMP removal. (Schedule A.7.f.ii.(2)) 27. Removal of trapped sediment in a Sediment Basin or Sediment Trap or Catch Basins must occur when the sediment retention capacity has been reduced by fifty (50)% and at completion of project. (Schedule A.7.f.ii.(3) & (4)) 28. Should all construction activities cease for thirty days or more, the entire site must be temporarily stabilized using vegetation or a heavy mulch layer, temporary seeding, or other method. (Schedule A.8.a.) 29. Should construction activities cease for fifteen (15) days or more on any significant portion of a construction site temporary stabilization is required for that portion of the site with straw, compost, or other tackified covering that prevent soil or wind erosion until work resumes on that portion of the site. (Schedule A.8.b.) 30. Daily inspections when rainfall and runoff occurs of the BMPs and discharge outfalls must be the project ESCP Inspector. These inspections and observations must be recorded in a log that is available on site. (Schedule A.6.b.i.) & (Schedule 13.1.b(1)) 31. All ESCP controls and practices must be inspected visually once to ensure that BMPs are in working order prior to the site becoming inactive or in anticipation of site inaccessibility and must be inspected visually once every two (2) weeks during inactive periods greater than seven (7) consecutive calendar days. (Schedule B. 1 b.(2)-(3)) File (APS TNJ P9- I'S - 000�I /t�K Pwrw-I�esU,(, 5L1e. tw 4V UA) pole II of �y SHEET EC I of I Date Received'. MAR 0 3 205 ori ginai Submittal- %/Vl C:1 E w w UJ CIO C> LU CN r"; 15:23 E Cn co 0 UJ :rl � 0 Cl-W ( n COE SHEET EC I of I Date Received'. MAR 0 3 205 ori ginai Submittal- %/Vl E6 C.0 5 w w UJ Cd T__4 C> LU SHEET EC I of I Date Received'. MAR 0 3 205 ori ginai Submittal- %/Vl C) LO Z > > W W W 0 a. C/) z af x U SHEET EC I of I Date Received'. MAR 0 3 205 ori ginai Submittal- %/Vl PLANT LIST SYMBOL QTY, BOTANICAL NAME SIZE SPACING TREES COMMON NAME ARO 11 Acer rubrum 'October Glory' 2" Cal 30' o c Red Maple, October Glory BH 3 Betula jacquemontii 2" Cal. As Shown x Himalayan White Birch CN 8 Cornus nuttalii 'Eddie's White Wonder' 2" Cal. 30' o. c. If X White Wonder Dogwood 5 �edoens's 'Akebono PY 1 Prunusi ' Cal. As Shown "_ 2' + �• � 1 X Flowering Cherry r SHRUBS Y { # , { CS 20 Camellia sasanqua 'Yuletide' S Gal. 5' o. c. { Yuletide era + CT 8 Choisya ternata 5 Gal. As Shown ._ sy 4 t ; u _ , Mexican Orange s GP 19 Genista pilosa 1 Gal. 3.51 Pilosa Broom t� IC 26 Ilex cornuta 'Burfordii' S Gal. 3' 0. C. Borfordii Holl -p- ; _ 4" BARK MULL £ Vernon' € { {. { ##{£= __ H PL 30 Prunus laurocerasus Mount Vernon 5 Gal. 3 o. c. Mount Vernon English Laurel ,1 } Existing street w #{ {f ! ` f#{ ,�j {•f �r-- �= g trees 4} Acer #,1 j u ��I� ���� ��� ��� �� i` �� ,� �,� _�� _ = J J macro h llum(['# (. {.[{ }( ^ PO 42 Ph socar us o ulifolius Diabolo 5 Gal. 5 o. c. t 1 { s £ P Y D i o bo 1 o Nin bark II(l I1 RAR 8 Rhododendron 'Anna Rose Whitney' S Gal. As Shown ~� !1 l }x £ {.,.„, ,�,� ,z , • x. ^--•i....„., .,. # �,,, ... '{_,_ ,,, # } { � y{ tt (tt 1}CN - _ _ __.. '3 i# It !Ft i t lf# £ , J I< `jp- -_ ,� _3i`{ [ #'it< { RPJ 17 Rhododendron PJM 5 GaI. 4 0.c. 'Sk �""--.-..,~`""'^^ .,....,.'- ---.,.,.-.,..," `--....... _.,...,, Asa .�^ m.•'� .- �� f { }j #t{ E# _-�-- ''- f SP 42Salix purpurea 5 Gal.5 0.c. � 1)CN_ _ :�,. _M -. w_ �- Alaska Blue Willow .t -�~ -� - - _ 3}ARO, Ai # GROUNDCOVER t f fit AU 500 Arctostaphyllos uva ursi 4 Pot 24 O.C. If1t;, { 1I, illfi Kinnickinnick <� � 3 ARO�. +F# £#{ J, flf f ', i'I: ( HSO 4 Hemerocalis 'Stella de Oro' 1 Gal. As Shown j. !1 t II i Stella de Oro Daylily fil t AFI ` £ {# {( ##�f { ## I I , J -' {� - jj° j '°i # f f [f { s jj (j1 }jI j HSW 4 Hermerocalis Summer Wine 1 Gal. As Shown f { 4 7}PO �"^^,." `{,.,....,..i• 3 Fj{((J {.#[' ( 1 t #f) jt ijt� {{+ 5 ?._3# �µ J-4 _L JL!`tF#IjfiiijjjI (J# Summer Wine Daylily ....�.-,..t{ Existing s reetPJ SHEET_—---`-- # '11trees 3 Prunus ew. SEE; { serrulate t► # LA 2 7}SP ' w w_ NOTES • i# # y d. i } i t 1, Automatic underground irrigation system tem will be designed and installed by o licensed contractor radar in all lawn 1 � I 7 P 0 f 7 0} U shrub beds and bio- wales. Swales should d be zoned separately so that once plants are established water con be #applied infrequently. I� P 3 7 fa S £ # } Ha 3 £ _ 2. Because of construction compaction of soil completely lean area of construction debris and heavily i „ s • '•i :, al s :. depth of 12 A amend shrub beds with a three to six inch layer of compost. Till entire area to a de . . 1. 5 • Y P P 35 3 ARO 3)CN f , F \v 5 f mo ,Y 3. Special care should be taken before planting trees. Excavate area to a depth of 24 and twice the size • 7 CT z # of the root ball. Heavily amend site with compost. � s , , Lf 3 i• £ {3 ' £# #_ t+ s � a ,3 < # 3¢ f{ 4. Swale areas should be clearly marked before site work begins to avoid soil disturbance and compaction 7 P0 Pf i # 7P 0 F # $ f. r F f during construction. Na vehicular traffic, except that specifically used to construct the facility,, should be7 SP 7 PO allowed within 14 feet of Swale areas. { HSO,w., _ 7 SP , 5 P # f 4 SW wn. }' £ _. r� } f ... x� . ,-, N w.,.... So AU { 3 1._ � �� � .: } 5. After Swale areas are cleared and graded, all disturbed subsoil shall be tilled before .capping with 18 of } .Nw, 7~� 7 # topsoil. If existingareas surroundingthe stormwater facilityare disturbed b construction, the to 18 of � SEE SHEET BARK . ;.. � ;='--• 1 }BH .w, � . „ � . �. , . � �....r. ,. , w. ;-' `; shall be tilled. After tillingis completed, no other construction traffic shall be allowed in the area, except for # P P s s anti and related work. ., 5 planting � fl19 GPJ1 s s < f , ' ' S 'S t ; I 'n E AU t t , , z { w # JJ : • 17 RPJ < , 3 5, <:•: i _ :. z "' A• .:'w Yo-• e 2f° 24)lt 6, Apply 2 pea ravel to bottom of swales to provide soil stabilization. 3 J of bark mulch shall be applied to SWaIa side 5IapeSa VISION 8RAR r i 3 f e s2 t 3 f # 3 7 d f i , i r + TRIANGLE lA GLE ,.,. 5 £ 5 e 7 Use only shrubss and varieties,'esJ as indicated onPI n. Changesn es must be approved by designer. ner i 3 , t . b t 8. Purchase health material at minimum sizes indicated on plan, Y P z ;s' ~4 #5 tjfjj y ff t. 1 3 • Placement of shrubs and trees should match design as close) as possible. Minor adjustments in plant g Y P 1 3 F s spacing P is acceptable. i s 2}BH „ .._w. < # 4 BARK MULCH 4 10. Plant 1 quantity should be based on planting pla , not plant list. f { 11. Designer is not responsible for plant failure. # 12. Provide 3" of shredded bark mulch over planting beds. x-15` DO 00LA I OL SHEET LA - 1 of 3 O 0 aj O © t� w w C'• � CCS � � N � Z w LJ W 'N SHEET LA - 1 of 3 O © t� w w C'• N � Z w LJ W U1 w w >�C w x U .�, Q ca 2 co x v SHEET LA - 1 of 3 SYMBOL TREES QTY. BOTANICAL NAME COMMON NAME SIZE SYMBOL QTY. LARGE SHRUBS & SMALL TREES BOTANICAL NAME COMMON NAME SIZE SYMBOL SHRUBS QTY. BOTANICAL NAME COMMON NAME SIZE SYMBOL HERBACEOUS QTY. PLANTS BOTANICAL NAME COMMON N� SIZE SYMBOL QTY. GROUNDCOVERS BOTANICAL NAME SIZE COMMON NAME AG 6 Acer griseum 1 1/2 cal. AC 25 Acer circinatum 3 Gal. CS 37 Cornus sericea 1 Gal.,; 138 Carex rupestris 1 Gal. FC 931 Fragaria chiloensis 1 Gal. Paperbark Maple 2}RN Vine Maple - k • , Red twig Dogwood6 , ., 2}RN Curly Sedge AREA DRAIN NO w. r �� , ♦ ..,,� Coastal Strawberry FL 4 Fraxinus latifolia 1 1/2 cal. RS 32 Ribes sanquineum 3 Gal. MA 22 Mahonia aquifolium 1 Gal.,' , + 138 Juncus ensifolius 1 Gal. MR 931 Mahonia repens 1 Gal. Oregon Ash 2}RN Red—flowering Current Oregon Grape 4 z , Da erleaf Rush 99 "— Creeping Oregon Grape MF 4 Malus fusca 1 1/2 cal. SD 29 Spiraea doulasii 3 Gal. RN 48 Rosa nutkana 1 Gal. 137 Polypodium glycrrhiza 1 Gal. , 4. O w Pacific Crab Apple Douglas piraea z cd x Nootka Rose Licorice Fern 2 SD r* 138 Scirpus microcarpus 1 Gal. 1 }AC 3)MA 2}RS 1 }MF Small Fruited Bulrush 2}CS y SIGN 1 }AC--/ 3} 3}RN - -I )AU SWALE 444 ..,.,.. SWAM 443 v,...: v,vv MIN. SWAM PLAN'T'ING LIST ZONE A 192 SQ. FT. I132 HERBACEOUS PLANTS ZONE B 613 SQ. FT. 3 TREES 19 LARGE SHRUBS / SMALL TREES I24 SHRUBS x.429 GROUNDCOVERS lk'119 -1 11*1 MY1�[l 11 ZONE A 213 SQ. FT. 245 HERBACEOUS PLANTS ZONE B 916 SQ. FT, 5 TREES 28 LARGE SHRUBS / SMALL TREES 37 SHRUBS 641 GROUNDCOVERS 3}RS AREA DRAIN NO PLANT ZONE 137 Sisyrinchium californicum 1 Gal. Yellow—eyed Grass 680 TOTAL HERBACEOUS PLANTS. PLANT 1 GAL. POTS AT 12" ON CENTER IN A 1,685 TOTAL GROUNDCOVERS. PLANT 1 GAL. POTS AT 12" ON CENTER IN A TRIANGULAR PATTERN AND DISTRIBUTE PLANTS EVENLY THROUGH DESIGNATED AREA. TRIANGULAR PATTERN. BOTTOM 1.5' OR 2' OF SIDE SLOPE SHALL BE CREEPING OREGON GRAPE, TOP 1.5' OR 2' OF SIDE SLOPE SHALL BE COASTAL STRAWBERRY. NOTE: RECOMMENDED SWALE PLANTINGS COME FROM THE PORTLAND STORMWATER MANAGEMENT MANUAL (APPENDIX F). NOTES: i 4)RN 1 }RS 1}FL1)RS 1 }AC 2}RS 3)SD 1 }AC 1 }RS 792}FC MR 1}RS 1}FL 1}AC 2}RS �3}SD 1 }AC 1 RS SWALE 444 ZONE A 270 SQ. FT. 311 HERBACEOUS PLANTS ZONE B 1,132 SQ. FT. 6 TREES 34 LARGE SHRUBS / SMALL TREES 45 SHRUBS 792 GROUNDCOVERS �% -( ����1-`� �►''�` �'�. •.yrs., • • • � �r�t'Y . , 4 '�� ,� aT ,,04 IVA .•ire,,, � 1rr wi �i►►' �J �� � �J � 711► rr ���...,'� _� F 6tp. L' , N 7 VIA r� `". — 1 }AC 2}MA 4}SD 1 }FC MR 1. Automatic underground irrigation system will be designed and installed by a licensed contractor in all lawn, shrub beds and bio—swales. Swales should be zoned separately so that once plants are established water con be applied infrequently. 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". 3. Special care should be taken before planting trees. Excavate area to a depth of 24" and twice the size of the root ball. Heavily amend site with compost. 4. Swale areas should be clearly marked before site work begins to avoid soil disturbance and compaction during construction. No vehicular traffic, except that specifically used to construct the facility, should be allowed within 10 feet of swale areas. 5. After swale 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 shah be tilled. After tilling is completed, no other construction traffic shall be allowed in the area, except for planting and related work. 6. Apply 2" pea gravel to bottom of swales 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. 8. Purchase healthy material at minimum sizes indicated on plan. 9. Placement of shrubs and trees should match design as closely as possible. Minor adjustments in plant spacing is acceptable. 10. Plant quantity should be based on planting plan, not plant list. 11. Designer is not responsible for plant failure. 12. Provide 3" of shredded bark mulch over planting beds. 1R u2. vyx) pt(jn t(.71 LLL' V1�x� 'Avi 2u> P "),c, 1 3 0f 1� 1 }AC 2}RS 2}CS 1 }AG 3 3}RN. f r 'J 2}SD 3 ».�..�, ..,.........«. ,,.�.... s• O 2}RN -�-�-� Obk 92 N.a=r ct 2}RN ., m.,, N - k • , {S 2}RN •' + AREA DRAIN NO w. r �� , ♦ ..,,� "� N ♦ ,. PLANT ZONE 2}CS 2 CS ,t ;... 1}AG ;" '. 2}RN } , {, z , , "— s: 1)MF 2}MA { 1 � U , 4. O w o z cd x U ) 2 SD r* 1 }AC 3)MA 2}RS 1 }MF 2}CS 1 }RS 1}FL1)RS 1 }AC 2}RS 3)SD 1 }AC 1 }RS 792}FC MR 1}RS 1}FL 1}AC 2}RS �3}SD 1 }AC 1 RS SWALE 444 ZONE A 270 SQ. FT. 311 HERBACEOUS PLANTS ZONE B 1,132 SQ. FT. 6 TREES 34 LARGE SHRUBS / SMALL TREES 45 SHRUBS 792 GROUNDCOVERS �% -( ����1-`� �►''�` �'�. •.yrs., • • • � �r�t'Y . , 4 '�� ,� aT ,,04 IVA .•ire,,, � 1rr wi �i►►' �J �� � �J � 711► rr ���...,'� _� F 6tp. L' , N 7 VIA r� `". — 1 }AC 2}MA 4}SD 1 }FC MR 1. Automatic underground irrigation system will be designed and installed by a licensed contractor in all lawn, shrub beds and bio—swales. Swales should be zoned separately so that once plants are established water con be applied infrequently. 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". 3. Special care should be taken before planting trees. Excavate area to a depth of 24" and twice the size of the root ball. Heavily amend site with compost. 4. Swale areas should be clearly marked before site work begins to avoid soil disturbance and compaction during construction. No vehicular traffic, except that specifically used to construct the facility, should be allowed within 10 feet of swale areas. 5. After swale 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 shah be tilled. After tilling is completed, no other construction traffic shall be allowed in the area, except for planting and related work. 6. Apply 2" pea gravel to bottom of swales 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. 8. Purchase healthy material at minimum sizes indicated on plan. 9. Placement of shrubs and trees should match design as closely as possible. Minor adjustments in plant spacing is acceptable. 10. Plant quantity should be based on planting plan, not plant list. 11. Designer is not responsible for plant failure. 12. Provide 3" of shredded bark mulch over planting beds. 1R u2. vyx) pt(jn t(.71 LLL' V1�x� 'Avi 2u> P "),c, 1 3 0f 1� SHEET LA -2 of 3 Uate Re-coived., , MAR Original �. CDCD_ 0 CD O ct Obk 92 ct CCScc "� N O SHEET LA -2 of 3 Uate Re-coived., , MAR Original �. CDCD_ CD U W w O w o z cd x U SHEET LA -2 of 3 Uate Re-coived., , MAR Original �. HERBACEOUS PLANTS: TYPE - AND SPACING AS SHOWN ON PLANTING PLAN LA -2 SMALL TREE LARGE SHRUBS: TYPE AND SPACING AS SHOWN ON PLANTING =; PLAN LA -2 y w f r ✓ ;0.� <+a" RB td 3:1 MAX. SIDE SLOPES EXISTING SUBGRADE SSL STORM DRAINAGE PIPE PER PLAN c 24" GROWING --� MEDIUM 2' FLAT 3' OR 4' ZONE B BOTTOM ZONE A a 3'OR4'ZONE B VEGETATED l PLANTINIG ! REFER TO PLANTING PLAN FOR DETAILED LANDSCAPING OUTFALL PER PLAN f --CHECK DAM PER DETAIL 6" ROUND ROCK SPLASH PAD TREES: TYPE AND SPACING AS SHOWN ON PLANTING PLAN LA -2 SHRUBS: TYPE AND SPACING AS SHOWN ON PLANTING PLAN LA -2 GROUNDCOVERS: CREEPING OREGON GRAPE ON BOTTOM 1.5' OR 2' OF SIDE SLOPES COASTAL STRAWBERRY ON UPPER 1.5' OR 2' OF SIDE SLOPES SPACED 25' DOME TYPE AREA DRAIN AS PER DETAIL SLOPE 0.50% ---#- 55' LENGTH REFER TO PLANTING PLAN FOR DETAILED LANDSCAPING A&A wj F4,1#3 8 WV an 1114,11 [OIL'S TOPSOIL 1. Furnish topsoil containing no substance detrimental to the growth of plants and that is free of plants designated by the Oregon Department of Agriculture as type "A" or type "B" weeds. 2. The composition of topsoil shall be any blend of loamy soil, sand, and compost that is 40-50% organic matter (by volume). 3. A sieve analysis of the blended material, including compost, shall be conducted in conformance with ASTM C117.C136, AASHTO T11/T27 of ASTM D422/D114O. 4. The pH (Power of Hydration) of the blended material shall be tested and be between 6 to 8. DRAIN ROCK 1. 1 1/2"-3/4" washed. FILTER FABRIC LINQ125EX or equivalent. VEGETATED SWALE 443 DETAIL NTS W I LLL rlrC PER PLAN ZURN MODEL Z348-77 DOME TYPE AREA DRAIN W/6" OUTLET SLOPE 0.50% REDUCING COUPLER AS NEEDED PVC TEE SIZE PER PLAN ME PVC CAP SIZE PER PLAN 2' RING OF 3" ROUND ROCK 8" DEPTH we WIDTH VARIES 3.1 SLOPE er rI r . r , CHECK DAM DETAIL NTS APPLY 2" PEA GRAVEL FOR SOIL STABILIZATION 3:1 J VEGETATED SWALE 444 DETAIL NTS SHEET LA -3 of 3 Date Received, 21 Original Submittal C: tet - 1 LO ` ;.. L O c U y LIJ W W W .41 W >0 SHEET LA -3 of 3 Date Received, 21 Original Submittal