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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/15/2016A BLVD o E_< VICINITY MAI' SCALE r` 2a F, FENCE \ t , �\ v r /. N At 100' R ' 7 /r� Al I # f Cora O I 5HALL0 _\ r 1 j, �/( (11.511 SF) O SWAL L. 2A' hl l CONC GIRD O O' 808.3 b 12q 125.1 NC E145T.GRAVE RAMP % i j4yALL Aliv7NG 51 PERMEABLE CONCRETE {NE4V BLDG) O_ -1- I t Q 5' ONC 51DEWAL j� (2.159 SF) 5417 5F CONC S f `L 00 CONI. REINFORCED CONC. PERMEABLE SURFACE NW- 31, 4GP" D 1wILL ON 12" pocIj—�' -- t1"IfT0.IT FII QD (1O f�NO) • ^ tr^� �• t • Tom• : .'<r�~ • ,• +,, •�• ,F "J $r NOTE: TES r ROLL COMPACTED FILL FOR 80,000 L5 AS PER UNIFORM FIRE CODE 092.2.22 ri-- CURES P%TAIL Al 1"=1'-0" FL EL=4604' a � \ 215T AVE. 4 \ S1 16 s F r � 0 �a? c d 935�'s o 1 YD'pD 14` P.U. ..�iyF - a 22ND AVE. _ AJC DRIVE PARCE' 2 30' EWER EASEMENT RR NO 9822247 6i AL50 3O'ACCESS EASEMENT I R R, N0.9302537 LOT FLAN 2 10 1'=200' APPROX. i cv ' o U) � t u� LV 36.9 Z n O 0001 k p� 4 2- EXISTING BLDG 4193 SF 9 c F.F. --516.30 8 C 1 15 118 f) 'i' F.F. =516.30 -- (50i2 5� 7 [— y r F.F. =512.30 ' }{ _ t f NO PARKING- i `; 6 t J C4i GURB 14 19,T - (MFF LANE) i41 - -. -_ - - - - - - � PERMEABLE ! I' 13 CONCRETE 20tl i 1113 j -_ ! Its� - �, 9-011 I 12 21 (; 56' t' t (4.195 5F} i�',f -- -- ---- - 11 22 4 10 2 AK PERMEABL> NCRETE 3 10 123T I -� - fes, y j 1 I 7- ( I I i f� _ i _ 18X1 - f , -LF A3 AD PARKt , r \ WILL CALL PICKUP �— j I N --- 9'a t 1 5' PEOESTRlAAi - ---- -- 89-a' +l- 2*0" . Q — ._----- .. _ .. 14•-0" 11'-0°_I v""r_ �+37 'S�EWALK I aw ,•• _ r , w. r ,e rs.r ,ww.+o •. „w+ .s o ® wr ow s mr..."' ° *RlGd 7LRNA40.1W&UA) 7j'p 50569 N89 34'00"E 355.00' NO FARM* CURB }iYDRANT ! CSCR13 AIG D � WATER VALVE E FIRE LANE) RNE EXISTING ASPHALTIC COACRE7E DRIVE _ — - _ _--,, � {EXISTING) �- EXi5Tir;GGATE mm TRA5HCONVIINE.R5 LIGHTING Vt L�'+ EIV D STANDARD 1.5 YD EA WITH (t) 32 GA. CART - -" RECYCLING LA55 SYMBOL TYPE NOTES: � SITE PLAN `. -00 AREA STAND LIGHT SEE DETAIL 19/A3, 15'-0" +/- 4"HGT -T I BUILDING MOUNTED LIGHT MOUNTED 9 SHIPPING' 94" HGT WAREHOUSE: 21'-0" HGT 143 ? 10.83' 1 CONC. APRON & i ENTRY DRIVE \ ASPHALT ROADWAY 2 PARKING PLAN 'i h v W N \\� � Date Received \\ DEC 15 2016 ggynel Suem'uY__2W__ A GRAVEL ROADWAY - \ \ IMPERVIOUS SURFACE PAViNG)LTIC CONCRETE CONC 5IDEWALKIMPERVIOUS SURFACE g�r�p SF) (2,015 5F) (A5PHALTIC CONCRETE ,�r( EXISTING BUILDING PAYING) LO DI F.F. EL: 516.30 (5,920 Sr-) K /SyFl r K_rL.L! 1 i I I —/ 302-3 CLEANOLIF 40 (— ��,i — ,.s�ns �.e ,r, -- a rr .,rw® r r �wr„w ,r, o �. _ rr •err.re r w. .�.r,r •r _ w_a_an .w w r 1 AIC DR E N89 '00"E 355.00` ; , A/C DRIVE 1 1 CATCH BASINEX5ITNG ROADWAY CATCH BASIN I5 IMPERVIOUS SURFACE i TIN ATE TREE L.EGEN2 (ASPHALTIC CONCRETE EXISTIN 511F� AN SAPLING- 4" DIAMETER 9,9335F) • YOUNG - 10" 1"=30-0" NOTE A50VE INFO EASED ON DOC. PROVIDED ° MATURE - 24" $2� BY GOEBEL ENGINEERING & SURVEYING, AND KA ENGINEERING DATED JANUARY 17, 2009 Sza I INDEX LEGEND NOTES: 1) THIS SITE HAS NO DRINKING WATER PROTECTION RESTRICTIONS. THE PROPERTY I5 OUTSIDE OF THE TIME -OF -TRAVEL ZONE. SHEET Al SITE PLAN/ EXIST. SITE PLAN CARE SHOULD BE TAKEN DURING CONSTRUCTION TO PREVENT SHEET A2 FLOOR PLANS & ELEVATIONS BOUNDARY LINE CONI"AMiNANTS FROM ENTERING THE 501L OR SURFACE AREA, SHEET A3 MISC. DETAILS EASEMENT LINE r SHEET A4 EXIST, SITE, STORMth ATER DRAINAGE 2) THE ENTIRE VICINITY 15 OUTSIDE OF THE 100 -YEAR FLOOD PLAIN ® P/P EXISTING POWER POLE AS INDICATED BY THE 100 YEAR FEMA FLOOD MAP. SITE DATA O TOTAL SITE AREA: 4.81 AC (209,524 SF) 0 EXISTING WATER METER 3 DESIGN OF BUILDING FOUNDATIONS WILL BE IN ACCORDANCE WITH EXISTINGZONING: INDUSTRIAL U`` K & A ENGINEERING FOUNDATION REPORT AND GEOTECHNICAL ANALYSIS. EXISTING USE: WAREHOUSING 0-1 EXISTING F=IRE HYDRANT (2)#4 4) PU5LIC UTILITY LOCK WHICH MEETS FIRE MARSHALL STANDARDS WILL PROPOSED USE: WAREHOUSING ASSESSOR'S MAP#: 18030313 @ EXISTING WASTEWATER MANHOLE BE PURCHASED AND APPROVED A5 REQUIRED I3Y CITY. TAX LOT #: 3701 @ EXISTING WASTEWATER CLEANOUT T 5) NO PARKING -FIRE LANE SIGNAGE TO 13E POSTED A5 PER SPRINGFIELD STREET ADDRESS: 4000 EAST 22ND AVE SITE QVEFAC2E @EXISTING STORM MANHOLE FIRE CODE AT DRIVEWAYS CIRCULATING ON WEST AND SOUTH SIDE OF BUILDING, AS INDICATED ON THE SITE PLAN. TOTAL SITE AREA: 4,81 AC (209,524 SF) ® EXISTING CATCH BASIN GROSS BUILDING AREA: 10,4905F 6) SEE BUILDING ELEVATIONS FOR DOWNSPOUTS & DOWN LIGHTS TOTAL (NEW) PAVING: 18,683 SF GIG EXISTING GAS METER EXISTING ASPHALT PARKING AREA: 23,706 SF 1�J � EXISTING WASTEWATER 12" COMP. 7} FREE STANDING LIGHT FIXTURE 15' MAX 12' MAX IF WITHIN 50' OF A COMMON LANDSCAPED AREAS: 5F CRUSHED ; RESIDENTIAL DISTRICT WETLAND, RIPARIAN OR SIMILAR PROTECTED AREA EXISTING STORMWATER ROCK BASE ' U WITHOUT 8) DRAINAGE FROM LOADING DOCK & TRASH STORAGE AREA TO CONNECT PROJECT: 0512 EXISTING GAS LINE DATE: 12/18/12 r)NEG 1 TO SANITARY LINE. OCCUPANCY TYPE = F-1 DRAWN BY: 5? EXISTING WATER LINE DESIGNED BY: AP (lid SAO) � -�} �a /1f_AC"t'= ={Gj= �p _G s-tTOTA-' �� lt4 �a' - N - PARKING SPACES: 25 "ADA PARKING: (1) 9'X18' WITH 6'X18' LOADING V EXISTING OVERHEAD POWER/COMMUNICATION LINE Pty RN C7 I -•moi , - - - - - ----- -- - -- — AREA/ 25 SPACES 2 REQUIRED 10. See Revnolds Electric drawings, Al & A22, dated t46VC-N_ IMPROVED LOT AREA: =1290 5F f tiGFlEtfl, W' EXISTING CURB _t8_ _ B KEDSPACING ES: OSHOR VER TERM ,l4�UNG TERM Proposed Site Plan EXISTING BLOCK RETAINING WALL (HEIGHT VARIES) Existing Site Plan i' SHEET 1 OF 4 450 EXISTING CONTOUR EXISTING FENCE EXISTING IMPERVIOUS SURFACE FL EL=4604' a � \ 215T AVE. 4 \ S1 16 s F r � 0 �a? c d 935�'s o 1 YD'pD 14` P.U. ..�iyF - a 22ND AVE. _ AJC DRIVE PARCE' 2 30' EWER EASEMENT RR NO 9822247 6i AL50 3O'ACCESS EASEMENT I R R, N0.9302537 LOT FLAN 2 10 1'=200' APPROX. i cv ' o U) � t u� LV 36.9 Z n O 0001 k p� 4 2- EXISTING BLDG 4193 SF 9 c F.F. --516.30 8 C 1 15 118 f) 'i' F.F. =516.30 -- (50i2 5� 7 [— y r F.F. =512.30 ' }{ _ t f NO PARKING- i `; 6 t J C4i GURB 14 19,T - (MFF LANE) i41 - -. -_ - - - - - - � PERMEABLE ! I' 13 CONCRETE 20tl i 1113 j -_ ! Its� - �, 9-011 I 12 21 (; 56' t' t (4.195 5F} i�',f -- -- ---- - 11 22 4 10 2 AK PERMEABL> NCRETE 3 10 123T I -� - fes, y j 1 I 7- ( I I i f� _ i _ 18X1 - f , -LF A3 AD PARKt , r \ WILL CALL PICKUP �— j I N --- 9'a t 1 5' PEOESTRlAAi - ---- -- 89-a' +l- 2*0" . Q — ._----- .. _ .. 14•-0" 11'-0°_I v""r_ �+37 'S�EWALK I aw ,•• _ r , w. r ,e rs.r ,ww.+o •. „w+ .s o ® wr ow s mr..."' ° *RlGd 7LRNA40.1W&UA) 7j'p 50569 N89 34'00"E 355.00' NO FARM* CURB }iYDRANT ! CSCR13 AIG D � WATER VALVE E FIRE LANE) RNE EXISTING ASPHALTIC COACRE7E DRIVE _ — - _ _--,, � {EXISTING) �- EXi5Tir;GGATE mm TRA5HCONVIINE.R5 LIGHTING Vt L�'+ EIV D STANDARD 1.5 YD EA WITH (t) 32 GA. CART - -" RECYCLING LA55 SYMBOL TYPE NOTES: � SITE PLAN `. -00 AREA STAND LIGHT SEE DETAIL 19/A3, 15'-0" +/- 4"HGT -T I BUILDING MOUNTED LIGHT MOUNTED 9 SHIPPING' 94" HGT WAREHOUSE: 21'-0" HGT 143 ? 10.83' 1 CONC. APRON & i ENTRY DRIVE \ ASPHALT ROADWAY 2 PARKING PLAN 'i h v W N \\� � Date Received \\ DEC 15 2016 ggynel Suem'uY__2W__ A GRAVEL ROADWAY - \ \ IMPERVIOUS SURFACE PAViNG)LTIC CONCRETE CONC 5IDEWALKIMPERVIOUS SURFACE g�r�p SF) (2,015 5F) (A5PHALTIC CONCRETE ,�r( EXISTING BUILDING PAYING) LO DI F.F. EL: 516.30 (5,920 Sr-) K /SyFl r K_rL.L! 1 i I I —/ 302-3 CLEANOLIF 40 (— ��,i — ,.s�ns �.e ,r, -- a rr .,rw® r r �wr„w ,r, o �. _ rr •err.re r w. .�.r,r •r _ w_a_an .w w r 1 AIC DR E N89 '00"E 355.00` ; , A/C DRIVE 1 1 CATCH BASINEX5ITNG ROADWAY CATCH BASIN I5 IMPERVIOUS SURFACE i TIN ATE TREE L.EGEN2 (ASPHALTIC CONCRETE EXISTIN 511F� AN SAPLING- 4" DIAMETER 9,9335F) • YOUNG - 10" 1"=30-0" NOTE A50VE INFO EASED ON DOC. PROVIDED ° MATURE - 24" $2� BY GOEBEL ENGINEERING & SURVEYING, AND KA ENGINEERING DATED JANUARY 17, 2009 Sza I ► O O U`` OQ US I nay" 0 1�J � U PROJECT: 0512 DATE: 12/18/12 DRAWN BY: 5? DESIGNED BY: AP REVISION: 4!z/1q(1r0 V 1�T 10 FA JR. f tiGFlEtfl, W' F Proposed Site Plan Existing Site Plan SHEET 1 OF 4 SECOND FLOOR PLAN 1/16"=1'-0" 1,083 5F SNI FIRST FLOOR FLAN 1136"=1'-O" 6,627 5F 6F MTL ROOFING EXECUTIVE OFFICE, CONF. RM SERVICE, REPAIR, COFFEE INTAKE 0 DOWN5PdUT EXIST. RETAINING WALL - EXIST, CONC INTERLOCKING - RETAINING WAIL UNITS W-0" EXISTING BUILDING -EXPANSION —� JOINT to 1 C�' LEARAWE 471-411 _ - STINGRETAIMNG J WALL 4 3 2 1 —y Ct, 8" CMU BLOCK 131 $i -L EAR r 61, CURD SOUTH ELEVATION MTL 5IPING 8" CMU BLOCKING 'y CLEARANCE il, RA E EXPANSION OPG JOINT -------- /- - - - - 61 CMU R Cp WEST ELEVATION 1/16"=1'-0" KYNAR METAL SIDING Ct fL EAST 22ND EAST ELEVATION 11164-C' WAREHOUSE 3 5C C ah 12ev1-� ,lit o d ;-Fi cafl 61Ni1 ®ate Received DEC 15 20115 Original Submittal W EAST ELEVATION 1116"=1'-0" New A 1)V f Tf 0,N 0 CMU (� 13 BLOCK - - - DOWNSPOUT EX6TI— G BUILDING TRUCK GUARD RAIL r EXISTING — GRAPE SHIPPING { 6 5 NORTH ELEVATION 1/16°-1'--0" FIRST FLOOR FLAN 1136"=1'-O" 6,627 5F 6F MTL ROOFING EXECUTIVE OFFICE, CONF. RM SERVICE, REPAIR, COFFEE INTAKE 0 DOWN5PdUT EXIST. RETAINING WALL - EXIST, CONC INTERLOCKING - RETAINING WAIL UNITS W-0" EXISTING BUILDING -EXPANSION —� JOINT to 1 C�' LEARAWE 471-411 _ - STINGRETAIMNG J WALL 4 3 2 1 —y Ct, 8" CMU BLOCK 131 $i -L EAR r 61, CURD SOUTH ELEVATION MTL 5IPING 8" CMU BLOCKING 'y CLEARANCE il, RA E EXPANSION OPG JOINT -------- /- - - - - 61 CMU R Cp WEST ELEVATION 1/16"=1'-0" KYNAR METAL SIDING Ct fL EAST 22ND EAST ELEVATION 11164-C' WAREHOUSE 3 5C C ah 12ev1-� ,lit o d ;-Fi cafl 61Ni1 ®ate Received DEC 15 20115 Original Submittal W EAST ELEVATION 1116"=1'-0" New A 1)V f Tf 0,N 0 r Q�© U QQ0 C*� 00 U 0 > en 4e� C) 0 U " PROJECT: 0512 DATE: 12/18/12 DRAWN BY: 5P DESIGNED BY: AP REVISION: - I Ml (0 p JR. s 0 OF p Floor Plans Elevations SHEET 2 OF 4 A 0001h 2. 14'-0" 811 "CONIC. WALK ONC. CURE '® OVER COMPACTED QUARRY ROCK _ 61, 1% SLOPE 4X6 TRUSSES 0 4' 0/C 4" CONIC RAMP W -- — I 12 12 _ � _ 1~fl 6 16 LA F6qTp G LANDSCAPIN DETECTABLE WARNING , - rI 4X12LOP STRIP C° VARIES, VARIFY ON SITE PLAN STL COLUMN 4X12 DF SUPPORTED MTL ROOF 1% S1.0� .� 194, 1, /^11 �+ Lv a a. • ti GREEN WALL SCREEN n a o a o a u o e o�� Co 9 f\ . , W/ SURROUNDING A3 r -t 1:12 SLOPE , hH �• • ; , <_` ' ` 2X3 STL TUBE EXISTING ROADWAY p 6'-0" HIGH 1t � 3X4 5TL 4" CRUSHED ROCK C� (2) #4 -' '� �� �' o ( S ,,,, COLUMN 11 851a COMPACTION -TYP U/�O IM SON CRUSHED ROCK A3 AT ALL SIDEWALKS 6" 046 65% COMPACTION r a COMPACTED 12" DA5E ,I 10 DRIVEWAY Q P4 Cai ROADWAY AREA VVITI-�- 8 A3 PAYING 6 1^I N95 Qq iaAND� 1 ADA SIDEWALK �2AM�' � � 1 2 CUR[3 AS PER UNI ORM FIRE COPET ROLL E0922.2D FILL 0 & MEET PERMEABLE �35ECTION 4 SIDEWALK 5 13IKE COVER ELEVATION il_ i ,1 PAYER SUB BASE REQUIREMENTS ++ 1 ,+ "_' '° A3 11/2 -1-0 A3 1/4 =1-0 A3 1112 -1-0 CN � 1" 2" 111211w �► � 4x12 NOTES: U ' 121-61 6 1) 2 DIA. STEEL PIPE W/ P5-2 SEMI -GLOSS r-.., N PAINTED FINISH (2) COATS - BLACK 4X6 TRUSSES — 0 O @ 41 0/C 2) DIKE RACK PLACED ON 411 CONIC SLAD W/ � � 12 12 5" THICKENED SLAD C A. BOLTS OR ON TO A3 A3 op r'n 5 F— — 5 EXISTING SIDEWALK #4 916" 01C E.W. N ' 71-611 � - - - - - - - - u2" - - - - CJJ '� 41 2" DIA. r I , PIPE . 5 0 ❑ 2#1 A3 r I I I 4X12 DF r r r 3" x 4' x 118° i �' 3"X4" STL ' CQ STL TUB►E + ' ' GREEN WALL SCREEN COLUMN rI JOINT GINE - ❑ l I ❑ N N QQ'•:: 4 . a . Qa.: p. I GtY1 t�1, c4 WI SURROUNDING ki 2X3 STL TUBE 311 A L _ /YI l A3 ♦ ♦ r e I I 61-0„ HIGH 2;-0„ az, — --3,-0 3, p l 2�{y, ® ✓ �,� I ► i I I 1IMPSON CD46 DIKE STORAGE LOP " CONC. SLAB W/ #4 CONT {�, 3 a ♦ ` ♦ I i r I DIKE STORAGE PLAN 11 1� ♦ ♦ I I gra*=T-V W6--%*• 5HOPIT TERM #4 Q 16 O/C E.W. �i ♦ I I I � 61KE 574RACE 1112L ♦ r 3/4" 0 X 6' I X 118'ST5TL AB 1/2" DIA. X 45" A.D. g++ TUDE ' I g++ 10 W/ VANDAL A3 RESISTANT 41/2" X 41/2" X NUT TYP+� 318 STL PLATE 6IK COV— ''�"1 COLUMN DETAILS 8 SECTION 9 LOOS' HIKE BACK 10 COLUMN FOOTING A3 3/8"=1'-0" 5ECTION BEYOND EXISTING BUILDING A3 3"=11-O" A3 1i4" =1`-0 A3 A3 11/211=1L O" Mate Received DEC 15 2016 MTL ROOF 8 MTL ROOF SYS OVER SYSTEM A3 11/8" TSG PLY EXTERIOR RATED 5!' d nal Submift I SLAD DRAIN TO! 12 12 5'TQI4.M �4 N E+/-112" 6 4X12 m 1 -,- 4 -,- PARKING WITH D.M.V. FLARE FOOTING r I 4" CONIC. SLAB W/ DISABLED PERMIT ONLY -6 1`-6" ° #4 0 16" OIC E.W. Z 211 VIOLATERS SUBJECT TO � r r " 11'-2 1/2" 2'I RDDT BALL 11/2" GALV I r IMPSON 13C46 TOWING UNDERHEW ' FENCE PIPE W/ 8 ► E---- 2%SLOPE I `i GREE WOVEN FENCING A3 r I b 4" CON ORS 811.620 AND FINE SYST ' TYP I - 3"X4" STL C UP TO $450 UNDER i z ► I (3) SUPPORTING uj 4X6 P.T. COL TYP r a I TUBE TYP STACKS ORS 811.615.0 i 2/o SLOPE SiMPS 15-D WHEEL STOP ct� 5IMP50N _I_ — — TYP — — — — t_ `� c84� ` — 13 _ _ _ 1 C �^ A3 11/2"=1'-0" A3 - N n . ' n :.o : ° n=: ° VAN -ACCESSIBLE -- — — — 16 NOTE: SEE PLANTING 10 DR BELOW A3 10 PLAN FOR WIDTH OF A3 PAAVINGPING GRADE 11 3 A3 SIDEWALK TREE WELL A3 a3 1112" DIA. GALV. FENCE PIPE 6'-0" MAX , ", ,1 GRAVEL 15-A ADA PARKING Wi WOVEN METAL FENCING 5-0 MIN 4 - -�~ n A3 NTS SIGN 11 TRASH STORAGE ri2 TRASH RECEFTICAL PLAN 13 I /RASH STORAGE r14 TREE SECTION ION NOTE: FIRE LANE SIGN TO MEET SIZE AND LETTERING REQUIREMENTS PROJECT: 0512 APPROVED D ' Y SPRINGFIELD FIRE MARSHAL SEP PETAI L. Iol��p•'�-, cois RUC lom uoq A3 1/4"=1'-0" ELEVATION A3 114"=1'-0" NOTE: 1) CONC. STRENGTH 2500 PSI W/ 5" SLUMP A3 1/4'=1'-0" NOTE: SLAD DRAIN AND TRAP CONNECTS TO A3 11121=1'-0" DATE: 12/18/12 2 SLAD DRAIN AND TRAP TO 4" ADJACENT SANITARY LINE, STOMM1 LINE 12-0 DRAWN BY: SP 31-'i A 11 9-71 4� 11'-21/2" fl DESIGNED BY: AP VFY CLEARANCE WIDTH REQMT FOR TRASH CONTAINER 181-01 CONTRACTOR TO 5UDMIT REVISION: -liI SPECIFICATIONS ON STAIND LIGHT FIXTURE AND ANCHORAGE 13OLTING SYSTEM - - 15 TO CONCRETE PEDESTAL (4) 5/811 0 X911 GALVANIZED z (2) 51/8" X 10112" IN / ► BIKE PROOF, EAYY DUTY TRAFFIC GRATE R3 v SPPORTS AA5HTO H25 LOADING mi b v• ' CHAMFER CONC. EDGE ANCHOR DOLTS ~' GLDM, 2400 f ,165f z � w INDUSTRIAL GRADE w COILING { FLO-GARP PLUS FILTER INSERT(MODEL CONIC. WHEEL w 3X4X3/16 BRACE OVERHEAD Ib P FGP-24F) WITH HIGH FLOW 5YPA55 STOP NOTE: VORATE CONCRETE �' � w W/ 3116" PILLET WELDS DOOR o - TO ELIMINATE POCKETS OF z L `� UNCONSOLIDATEED ; g EA. END b ]Hoff GOA STONE -CEMENT MIX, SOLID DIAMOND PLATE Li ADA PARKING F SIGN 14" SQ CONIC. 6+-0++ _ Details PEDESTAL x ' r ILuCANOPY RAIN WATER NOTE; DOX FABRICATED FROM CONNECTED W! ¢ '� 10 GA MATERIAL ; FINISH GRAD N \_11/211 GATE FRAME 1 . ' ► DOWNSPOUT TO STORM ¢ TVP. CONC r 4} #4 EW. �" SYSTEM PIPING ¢ + ' I 314" SLEEP I ' ' I CURD 2" INTO PAVEMENT FOOTING ON 4" MI . 1'-0112" r 1'-2" r 1'-0112" i SANITARY DRAIN SLOPE �? j OF COMPACTED ROCK F—� NOTE: CONC MIX: 3500 P51 i r o 5" SLUMP - - •! - !� - -* 711 CONIC. SLAD WI 6' 0 SHEET 3 �F #4 @ 6'01C E.W. 16 TRASH KECEPTICAL ELEVATION 18 ADA PARKING�19 3,-3115 17 CATCH BASIN LIGHT �'OL� r2O DOCK LOADING A A3 A3 1/2"=1'-0" A3 3/1611=1'-011 A3 1!4"=1'-0" A3 1/2"=T -O" �_31/4 -1-0 it 1 II 11 1 II I1 OAKS (12) 5H UBS i I DOGWOOD -�-' i SHi SW i E t J � •1 1 i 24a.0 1f 1 16 7 c NO N o ,� ,p 1, rlt�� I..PiI'�, • LANDSCAPE FLAN 1'+=30,-0" U ;? �I 24 25 3 SHRUBS WAREHOUSE EARTHWORK ANALYSIS Job no. t'rojecr Cafew CUTS raw cut (includeS, 2" 5trlpping) PILL5 raw f1115 (after Stripping) Subtotal PERMEABLE PAVERS SECTION Subtotal SE - GRAVEL SECTION 5ubtotaE 5E TotaiNOTE: 1. SEE BUILDING ELEVATIONS FOR DOWNSPOUTS & DOWN LIGHTS 2. NO PARKING -FIRE LANE SIGNAGE TO BE POSTED AS PER SPRINGFIELD FIRE DAPARTMENT AT DRIVEWAYS. 3. FREE STANDING LIGHT FIXTURE 15' MAX 12' MAX IF WITHIN 50' OF A RESIDENTIAL DISTRICT WETLAND, RIPARIAN OR SIMILAR PROTECTED AREA c c 7 EXISTING SHIPPING 6 5 PERMEABLE I I t PAVER5 21 21 PERMEA5LE 1' t C PAYER5 I - 23 I 1 4 3 2 1 f -r - �T EXIST PAYING • -• _ - WOI CALL PICK-UP - (12) SHRUBS _ __�__-- - 4 MAGNOLIA - MIMOSA 5" DIA 4"PIA. '< SHRUBS (7) SHRUBS 3 MAGNOLIA 4" DUI. t r ► rtJ ^ N89 34'00" 355.04' ISTING AUTOMATIC At glr (2) CRAWLING VINES IRRIGATION CONTROL 13OX 1 NEW LANDSCAPING AREA 4300 SF PARCEL 2 EXISTING LANDSCAPING AREA 2400 SF TOTAL LANDSCAPING AREA 6700 SF , 24 P. HR FIR LEGEND 5. LANW DRAINAGE ALTERATION STANDARD NME CITY 01F-SP>W IF�6 ROOF AREA 6,718 S.F. = IMPERVIOUS SIDEWALK 1-}�ria�rtcrataf rgrctut ! clilturbanct on 1110 slit ona Ittspectiotawith LDA.Ia�st3lris Te1luit�. tlssuaante crf this plant dot's i1ot mlie°�c tho ptrmit holdtr and or 1ttk9 coritroclur fawn, all oiler psrrtiming re t:nts. Motto olhcrnoccsmry; spprovol; shall be obtiiratd, PERMEABLE PAVERS @ DRIVEWAY & PARKING AREA 13,148 S.F. 2. The erosion and sediment control intasures sho%aif an the place are the, rniaf-smum mgii[re rmcros rGr mriticipa:0 site coadititins. During, tht,corasiruction pgrWd, thest mawes thall ba tipg; idad as needed f6runexpec ed Storni aveenis D5 4" DIA. SCHEDULE 40 PVC PIPE and co ensw dtai sedimem astd seiimimtr14ion wal" do*$ fiat 14AYe,11kc site. ROOF DOWNSPOUT 3. The itmplefnatlatton €arlhe SSCP and tho constraartion, mttiaftena ace• replacement, and upgrad'atag of'the ;:russoa and sediment ciintrol meas>tras is the r> sponslbllity cif t: permit hpttl;r and or die cmiraactor until all consime4ion is - - - - - - - - -- - - - -- - 9ostt01dcrd and is ugtled 441d v-99=6614 Iattd=P.I as 1 t�014114dp 4. Thr, bo4n4arits of tlae cluting limits shcw►n on this platy shall; ba ch-arly tiagg td in th- t1eId by flit tngiarcr prior k+p ctznstrt;aakicett►, l�tarira�ttte �Coas�ttkigts 1icrlod, rro,dd�;trixi�asw:e ��ad Clic dla�;� ol�.cisrg >li,uits slaatl be pemaittc�, TI> e fiaggiog t fl lac icrseiratafnaad lay rho rttltii lauld;"r:arid or ftntsactor for dts >tEwatiV11 o!' cuaasirl.11C i 1) DOGWOOD � I , • 5. Tho erosion arid sodimcnt control me wcs on actlya sitra- Shall be ittsp "led and inobitaiind 4aily-ond wathian the 0 24 hours utti'r Aay sttsrm ftnt; ofgttswrt ih:an d -Sr irielics if tariff gsr 24 l oiw piri9d, Mcaj.urts 4toll be [nsp*cttjf by Ot pcxfttil. holdetW' d or tht 60' alaaotor, after each nainflill and at leas# wily during pralwg+,cd talttfoll, Aa y roquited 5' X O SETTLING BASIN lap dIcs or edjustintnts "I t� w4do i tmcallat dy. The erosion Arid 9cd1ment control Tnesmircs ori in.3clivc Situ shall Q 35' O/C +I- 5' hsps trd 4 r>'r; nimrisa:a ofonce cueryr two (2),wet:k3 ox �vilJA. SS houa foljowing m sivratz exsnt. 6. Alt- ermiai . and sc4imont +coniml mo ut4S chritll btt Pr*tccted fi)M t datrfage at all Bines. Con"I mea3uor s sh ill 3 remain In pluo iis'W porm, aaem trrr-vegaw0on kali beto stab114W,Ariy.ratc=aaro that is datsfagcdl or destroyed shall be BANK 1 t- itipIr�oa"xp1d,IraftTteliatc�y.. 7. Any amts of exposed sails, including mad"y emb an#maws, dtatt will met be disturbcd ror tsvo dzy. during Olf$ wct serasan (Cktobrr I to Aprif.,30) orseven days titasiog the dry �casaa (May I to Sclitvmbctr,30) sbal l 1C•41ln1,adiate1,y statb,ifind with an ;apprpved l C rttetFt i e�li �rtul�hlri . with praw, 'barb, ctrrnpost, or plastic eovc�(1�s cot.). 1 L - S. Sheet swacping shall loaf peai'onned as ncodcd or uthon dimia by:the City inspector to itasiam pRblic tight•of-wows +� we k 1 ctcan find f'rte satdebrk, Stmt iiuihan is phjbit:ed« HYDROSEED, � OUTFALL STRUCTURE , `� . g ` � - ' ECO -LAWN SW MIX 9� Wlhcn t!vcki saturated soiilt from the site, either Wates•-t"r ><t trucks shall bt toad or toad; shall be drained ora site 2' BEYOND SWALE +I-1, � � � ,-h 2'-0" 1'-0" 5'-0" MIN 5'-3" 21-0" until dnpping iotas �"n twucod to rto tiftore ftin arae gallon ptchow, Sed'Inio t. taadop wotoX w lI Rol be allowed to earlier the. sarin % ater systerrx o til. Ewactcd gwimd wav frcxn excavated trembts shall tiz. slispmmd ofiia a suitable manner without damage to adjacent propeaty, City's storm tiittrr syi"aw, water ftaturres, and retated naitua,l ressou=s> Approval ofa dewatering 1 GRASSY WA L 7 SQ Fr CUT 6y3tein does not guarwi= that it will nt ctt ompkilmt orbt,, uctplalalc for use Sar allsittrasia.•rt: lt9ocllrrc ftiasas to the x 230 FT LENGTH dr.wt ruing splem grill ba requjimd if entlapliancc cagy tftst be met, At rte time will stdiment laadt:rr iv€ f, f 64:11` ttv�ed 10 A4 1/21"= 1'-0" / 27 It=a� Matt sorlst�rt:tlotte sitcom = APPROX. 5& CU. YD I I- A supply of mawriils acc:osswy io mzct cornpliancc and implement tht LDAP or other best manaagemant erosion NOTE: TO MEET OBJECTIVES OF SPRINGFIELD'S M54 PERMIT, THE SPRINGFIELD Practtr:s.'rmt6xr all yvatlt t cotditls3tls Shall b* maintained at all tita�es on tlst< �41r1.�Ctsrrtt s3te� DEVELOPMENT CODE AND THE EPSPM, THE INFILTRATION SWALE SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO ISSUANCE OF 12. NO hvxdoos substances, such as paints, thhtne;s, fut it wW qtr .lwami.,4 s shall be mkascd onto Oka Live, FINAL OCCUPANCY AND COMMENCEMENT OF OPERATIONS. ALTERNATIVELY, IF TMSJaceilt pttaEtesCtlirf„ air iratcrat>rli fcutfare, fifeIty's Slestrlf! tit sytclts, axr rlatcti natal rczrces. CONDITION CANNOT BE MET, THE APPLICANT SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROLMATER QUALITY MEASURES ACCEPTABLE TO THE PUBLIC WORKS 13, The X50 raclliow shall ire iaaspccwd daily ba to cwitractor and tininwinud to ensure continued prOr DEPARTMENT THAT WILL SUFFICE UNTIL SUCH TIME AS THE SWALE VEGETATION BECOMES FULLY ESTABLISHED. THE INTERIM EROSION CONTROL MEASURES SHALL BE IN ADDITION TO THE REQUIRED - f'ctetctittatiing, 1htrltten rct�taa�.sltallE btr kopt oi~~.srcckt� r�viei'k� of tYae ��� d', s<alitios dxrrfri� t11� 'omen seasons PLANTINGS FOR THE SITE. f+pt torr ! tolpril3;1n of monthlytrtxiai�ra clttraa�g 41�:+dt;�� srasa:r Loy3 to Scpt�iul�cr 3til. GENERAL NOTES LAND DRAINAGE LEGEND ----- --- - SOILS - SERIES #43C PIXONVILLE-PHILOMATH HAZELAIR COMPLEX �1 CONSTRUCTION ENTRANCE EASTERN EDGE OF PROPERTY SERIES #11C W/ 2`-3" OPEN K, LINED WITH ROC NORTHEAST SERIES #43E DIXONVILLE-PHILOMATH FABRICK, N ROC' AREA. MINIMUM 6 CURB HAZELAIR COMPLEX (12 -357o SLOPES) AND EXTREME NORTHEAST SERIES #11C (3 -12% SLOPES) & 1102 CONCRETE WASHOUT 13ELLPINE SILTY CLAY LOAM (12 - 20%" SLOPES) USE HAYBALES TO ENCL05E A 4`X5' +!- EXISTING CONCRETE WASHOUT AREA WITH 10 MIL WALL PERMEABLE PROPERTY CHARACTERISTICS -ROLLING HILLS AND PLASTIC LINER DRAPED OVER THE CONCRETE AND TOE SLOPES, WITH SCATTERED WHITE OAK HAYBALES AND STACKED DOWN INTO AND DOUGLAS FIR INTERSPERSE WITH GRASSY BALES. REMOVE ALL WASTE CONCRETE MATERIALS FROM SITE. AND BUSHY AREAS. (DCATCH-BASIN SEDIMENTATION V - CITY OF SPRINGFIELD LOCAL WETLAND INVENTORY USE CITY APPROVED CATCH BASIN IDENTIFIES AS NOT WETLAND AREA. SEDIMENTATION BAGS FOR STREET CATCH BASIN PROTECTION OF 2*0" DISTURBED CONSTRUCTION AREA 15 LE55 THAN 1 ACRE. WATER RUN OFF OEXCAVATED SIDEWALK PROVIDE OPEN ROCK BASE, 4" DEPTH, AT ECO -LAWN (HOBBS & HOPKINS) ECOLOGY MIXES SIDEWALK LOCATIONS AT STREET SIDE OF 1. PROTIME: 705 PDX ECOLOGY SEED MIX PROPERTY. PR8820 PERENNIAL RYEGRA55 55% EUEKA HARD FESCUE 157. EROSION SEDIMENT FENCE CONTROL WILDFLOWER AND FLOWER SEED MIX: USE HAYBALES TO ESTABLISH BOUNPARY DWARF YARROW, PUTCHWHITE CLOVER, OF CONSTRUCTION SITE INFLUENCE ON s SALINA 5TRAWBERRY CLOVER, AND IMMEDIATE SLOUGH TOP OF BANK & SWEET ALYSSUM 257o PROVIDE INLET PROTECTION AT EXISTING THIS MIX 15 DESIGNED TO FORM A YEAR PUBLIC R.O.W. MARCOLA ROAD STORM CATCH ffig I ROUND GREEN COVER, WITH LITTLE OR NO BASIN & PROVIDE ROCK CONSTRUCION ENTRY 1 5'-0" 1 NO PARKING 0 CURB (FIRE LANE) PERMEABLE CONCRETE Q EXIST. PAVING A3 3" INE GAR 13AGEI DRIVE PLAN VAC -0" 26'-0' IRRIGATION REQUIRED. STARTER FERTILIZER 15 RECOMMENDED BUT ADDITIONAL FERTILIZER IS USUALLY NOT REQUIRED. :-T MOWING 15 OPTIONAL. SEEDING RATE IS 1.5 r: TO 2 105, PER 1000 SQUARE FEET, DEPENDING UPON SLOPE. 2. FLEUR DE LAWN- THIS ECO -LAWN MIX WILL BE LOCATED AT STREET SIDE OF UNIT I P-DRDLRNLRO-TAMEFLEUEAN DRIVE AT OSU, IS A LOW MAINTENANCE FLOWERING LAWN. IT REQUIRES LITTLE OR NO MOWING, NO IRRIGATION AFTER ESTABLISHMENT, & NO FERTILIZER AFTER ESTABLISHEMENT, SMALL FLOWERS & LOW -GROWING STRAWBERRY CLOVER COMBINE W/ A SPECAIL VARIETY OF DWARF PERENNIAL RYEGRA55. 3. The tong -term Operation and Maintenance of the vegetated swale and pervious concrete will be performed by Cafeto Custom Roasting. Cafeto Custom Roasting will sweep, rake, blow clean or water wash or some combination, all pervious concrete surfaces to maintain clean surfaces free of dirt, vegetative materials and any debris. This will be logged in a permanent record boob open for City of Springfleld inspection as per their requirements, and the maintenance procedure will occur on a quarterly basis, i.e. four times a year minimum.. also, the storm water management of the vegetated blo-swale, on the western side of the property, will maintain the eco -lawn in a similar fashion to the imperviou concrete and will maintain a log of such procedure and when it occurs, at least four times a year. ____4. The owner will be responsible for ongoing and perpetual maintenance of the private stormwater facilities as indicated in item 3 and Annual Maintenance Records will be available to the City of Springfield within a reasonable amount of time, normally within 5 business days. . S. The vegetated bio-swale and its' eco -lawn will be fully vegetated with established grassy structure prior to Final Site Plan approval. See detail IIA4 fes- See drawing A4 Landscape Plan & detail 1/214 of Grassy Swale eco -lawn vegetation. A (bew I -D M iandtn � ��� u Pq 4 DT - ®ate Received DEC 15 2016 Original Submittal, U � o r�t C) Q q!� "44 to � to �1p�N N i PROJECT: 0512 DATE: 12/18/12 DRAWN BY: SP DESIGNED BY: AP REVISION: - I2,/l; /ICQ , 0 JR. F� Landscape an Stormwater Drainage `� SHEET 4 OF 4 FLA ING LEGEND BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME ECO -LAWN SHADE & STREET TREES - (2" CAL. MIN. SIZE) REDBUO SHADE $ STREET TREES -(2" CAL. MIN. SiZE) ORNAMENTAL TREES -(AS SHOWN) ACER RUBRUM RED SUNSET RED MAPLE GROUND COVER JAPANESE SNOWBELL GROUND COVERS ORNAMENTAL TR��S - (A5 SHOWN) BARK -O -MULCH ARCTOSTAPHYL05 UVA URSI KINNIKINNICK (1 GAL.) ACER CIRCINATUM VINE MAPLE 6' WOOD FENCE p PLANTING, LANTING REQUIREMENTS NOT CONIFER TREES- (6'-6 HT. MIN. SIZE)- CONCRETE -A P5UEDOTSUGA MENZIESII PONDEROSA PINE SIDEWALK 1. ALL PLANTINGS USED FOR SCREENING AT PARKING AND PROPERTY LINES TO BE EVERGREEN AND 5 GAL. MINIMUM 51ZE TO MEET CODE REQUIREMENTS. (-jR(�UNj COVERS ALL STREET TREES TO BE SELECTED FROM CITY OF SPRINGFIELD APPROVED SHRUBS ew STREET TREE L15T AND PLANTED AT REQUIRED MINIMUM 2" CALIPER AT PLANTING SIZES OR LARGER. ARCT05TAPHYLOS UVA URSI KINNIKINNICK 0 GAL.) ❑ 2. DROUGHT- TOLERANT LANDSCAPING WILL BE USED CRAWLING 3. 13I0-5WALE GRA55 TO BE PROVIDED 8Y HOBBS & HOPKINS LTD. SHRU55 - (24"-36" HT. MIN. SIZE) E) VINE -PT✓525 BIO-FILTRARION DWARF GRASS COVER MIX ABELIA'EPWARD GOUCHER' EDWARD GOUCHER ABELIA 4. ECO -LAWNS TO HAVE ADEQUATE ONGOING MAINTENANCE (2 MOW1NG5 MINIMUM PER YEAR & ADEQUATE AZALEA'EXBURY' EXBURY AZALEA NEW TREE IRRIGATION DURING LAWN GERMINATION) IN ALL LANDSCAPED AREAS, CAMELIA JAPONICA CAMELIA 5. GATED POOR WAYS AT 10 LOCATIONS WITH PAP LOCKS, SEE SITE PLAN, CH0I5YA TERNATA MEXICAN ORANGE M10A110_N.5_Y5_TEkd DESCR1F1I0N ESCALLONIA'APPLE BLOSSOM' APPLE BLOSSOM ESCALLONIA ESCALLONIA COMPACTA COMPACT ESCALLONIA EXISTING TREE 0 1. ALL PLANTINGS USED FOR SCREENING AT PARKING AND PROPERTY LINES EUONYMUS ALATA WINGED EUONYMUS TO M EVERGREEN AND 5 GAL. MINIMUM SIZE TO MEET CODE REQUIREMENTS. HIBISCUS 5YRIACUS ROSE OF SHARON ALL STREET TREES TO BE SELECTED FROM CITY OF SPRINGFIELD APPROVED HAMMAMEL15 MOLLIS WITCH HAZEL STREET TREE LIST AND PLANTED AT REQUIRED MINIMUM 2 CALIPER AT PLANTING LLEX AQUIFOLIUM ENGLISH HOLLY SIZES OR LARGER. LEX CRENATA CONVEXA JAPANESE HOLLY RETAINING WALL 2. EXISTING AUTOMATIC IRRIGATION CONTROLLER TO BE USED FOR NEW AUTOMATIC MAHONIA AUQUIFOLIUM OREGON GRAPE IRRIGATION SYSTEMS. MAHONIA REPEN5 CREEPING MAHONIA MYRICA CALIFORNICA PACIFIC WAX MYRTLE NANDINA DOMESTICA HEAVENLY BAMBOO PHOTINIA GLA13RA JAPANESE PHOTINIA PIERI5 JAPONICA JAPANESE PIERIS \ POLYSTICHUM MUNITUM PRUNUS LAURACEAUS'OTTO LUYKEN' SWORD FERN OTTO LUYKEN LAUREL RHODODENDRON RHODODENDRON VACCINIUM OVATUM EVERGREEN HUCKLEBERRY = - -`� �' • VIBURNUM TINUS'SPRING BOUQUET' SPRING BOUQUET VIBURNUM I�\\\ 13I0-5WALE SEED MIX - I1 OAKS (12) 5H UBS i I DOGWOOD -�-' i SHi SW i E t J � •1 1 i 24a.0 1f 1 16 7 c NO N o ,� ,p 1, rlt�� I..PiI'�, • LANDSCAPE FLAN 1'+=30,-0" U ;? �I 24 25 3 SHRUBS WAREHOUSE EARTHWORK ANALYSIS Job no. t'rojecr Cafew CUTS raw cut (includeS, 2" 5trlpping) PILL5 raw f1115 (after Stripping) Subtotal PERMEABLE PAVERS SECTION Subtotal SE - GRAVEL SECTION 5ubtotaE 5E TotaiNOTE: 1. SEE BUILDING ELEVATIONS FOR DOWNSPOUTS & DOWN LIGHTS 2. NO PARKING -FIRE LANE SIGNAGE TO BE POSTED AS PER SPRINGFIELD FIRE DAPARTMENT AT DRIVEWAYS. 3. FREE STANDING LIGHT FIXTURE 15' MAX 12' MAX IF WITHIN 50' OF A RESIDENTIAL DISTRICT WETLAND, RIPARIAN OR SIMILAR PROTECTED AREA c c 7 EXISTING SHIPPING 6 5 PERMEABLE I I t PAVER5 21 21 PERMEA5LE 1' t C PAYER5 I - 23 I 1 4 3 2 1 f -r - �T EXIST PAYING • -• _ - WOI CALL PICK-UP - (12) SHRUBS _ __�__-- - 4 MAGNOLIA - MIMOSA 5" DIA 4"PIA. '< SHRUBS (7) SHRUBS 3 MAGNOLIA 4" DUI. t r ► rtJ ^ N89 34'00" 355.04' ISTING AUTOMATIC At glr (2) CRAWLING VINES IRRIGATION CONTROL 13OX 1 NEW LANDSCAPING AREA 4300 SF PARCEL 2 EXISTING LANDSCAPING AREA 2400 SF TOTAL LANDSCAPING AREA 6700 SF , 24 P. HR FIR LEGEND 5. LANW DRAINAGE ALTERATION STANDARD NME CITY 01F-SP>W IF�6 ROOF AREA 6,718 S.F. = IMPERVIOUS SIDEWALK 1-}�ria�rtcrataf rgrctut ! clilturbanct on 1110 slit ona Ittspectiotawith LDA.Ia�st3lris Te1luit�. tlssuaante crf this plant dot's i1ot mlie°�c tho ptrmit holdtr and or 1ttk9 coritroclur fawn, all oiler psrrtiming re t:nts. Motto olhcrnoccsmry; spprovol; shall be obtiiratd, PERMEABLE PAVERS @ DRIVEWAY & PARKING AREA 13,148 S.F. 2. The erosion and sediment control intasures sho%aif an the place are the, rniaf-smum mgii[re rmcros rGr mriticipa:0 site coadititins. During, tht,corasiruction pgrWd, thest mawes thall ba tipg; idad as needed f6runexpec ed Storni aveenis D5 4" DIA. SCHEDULE 40 PVC PIPE and co ensw dtai sedimem astd seiimimtr14ion wal" do*$ fiat 14AYe,11kc site. ROOF DOWNSPOUT 3. The itmplefnatlatton €arlhe SSCP and tho constraartion, mttiaftena ace• replacement, and upgrad'atag of'the ;:russoa and sediment ciintrol meas>tras is the r> sponslbllity cif t: permit hpttl;r and or die cmiraactor until all consime4ion is - - - - - - - - -- - - - -- - 9ostt01dcrd and is ugtled 441d v-99=6614 Iattd=P.I as 1 t�014114dp 4. Thr, bo4n4arits of tlae cluting limits shcw►n on this platy shall; ba ch-arly tiagg td in th- t1eId by flit tngiarcr prior k+p ctznstrt;aakicett►, l�tarira�ttte �Coas�ttkigts 1icrlod, rro,dd�;trixi�asw:e ��ad Clic dla�;� ol�.cisrg >li,uits slaatl be pemaittc�, TI> e fiaggiog t fl lac icrseiratafnaad lay rho rttltii lauld;"r:arid or ftntsactor for dts >tEwatiV11 o!' cuaasirl.11C i 1) DOGWOOD � I , • 5. Tho erosion arid sodimcnt control me wcs on actlya sitra- Shall be ittsp "led and inobitaiind 4aily-ond wathian the 0 24 hours utti'r Aay sttsrm ftnt; ofgttswrt ih:an d -Sr irielics if tariff gsr 24 l oiw piri9d, Mcaj.urts 4toll be [nsp*cttjf by Ot pcxfttil. holdetW' d or tht 60' alaaotor, after each nainflill and at leas# wily during pralwg+,cd talttfoll, Aa y roquited 5' X O SETTLING BASIN lap dIcs or edjustintnts "I t� w4do i tmcallat dy. The erosion Arid 9cd1ment control Tnesmircs ori in.3clivc Situ shall Q 35' O/C +I- 5' hsps trd 4 r>'r; nimrisa:a ofonce cueryr two (2),wet:k3 ox �vilJA. SS houa foljowing m sivratz exsnt. 6. Alt- ermiai . and sc4imont +coniml mo ut4S chritll btt Pr*tccted fi)M t datrfage at all Bines. Con"I mea3uor s sh ill 3 remain In pluo iis'W porm, aaem trrr-vegaw0on kali beto stab114W,Ariy.ratc=aaro that is datsfagcdl or destroyed shall be BANK 1 t- itipIr�oa"xp1d,IraftTteliatc�y.. 7. Any amts of exposed sails, including mad"y emb an#maws, dtatt will met be disturbcd ror tsvo dzy. during Olf$ wct serasan (Cktobrr I to Aprif.,30) orseven days titasiog the dry �casaa (May I to Sclitvmbctr,30) sbal l 1C•41ln1,adiate1,y statb,ifind with an ;apprpved l C rttetFt i e�li �rtul�hlri . with praw, 'barb, ctrrnpost, or plastic eovc�(1�s cot.). 1 L - S. Sheet swacping shall loaf peai'onned as ncodcd or uthon dimia by:the City inspector to itasiam pRblic tight•of-wows +� we k 1 ctcan find f'rte satdebrk, Stmt iiuihan is phjbit:ed« HYDROSEED, � OUTFALL STRUCTURE , `� . g ` � - ' ECO -LAWN SW MIX 9� Wlhcn t!vcki saturated soiilt from the site, either Wates•-t"r ><t trucks shall bt toad or toad; shall be drained ora site 2' BEYOND SWALE +I-1, � � � ,-h 2'-0" 1'-0" 5'-0" MIN 5'-3" 21-0" until dnpping iotas �"n twucod to rto tiftore ftin arae gallon ptchow, Sed'Inio t. taadop wotoX w lI Rol be allowed to earlier the. sarin % ater systerrx o til. Ewactcd gwimd wav frcxn excavated trembts shall tiz. slispmmd ofiia a suitable manner without damage to adjacent propeaty, City's storm tiittrr syi"aw, water ftaturres, and retated naitua,l ressou=s> Approval ofa dewatering 1 GRASSY WA L 7 SQ Fr CUT 6y3tein does not guarwi= that it will nt ctt ompkilmt orbt,, uctplalalc for use Sar allsittrasia.•rt: lt9ocllrrc ftiasas to the x 230 FT LENGTH dr.wt ruing splem grill ba requjimd if entlapliancc cagy tftst be met, At rte time will stdiment laadt:rr iv€ f, f 64:11` ttv�ed 10 A4 1/21"= 1'-0" / 27 It=a� Matt sorlst�rt:tlotte sitcom = APPROX. 5& CU. YD I I- A supply of mawriils acc:osswy io mzct cornpliancc and implement tht LDAP or other best manaagemant erosion NOTE: TO MEET OBJECTIVES OF SPRINGFIELD'S M54 PERMIT, THE SPRINGFIELD Practtr:s.'rmt6xr all yvatlt t cotditls3tls Shall b* maintained at all tita�es on tlst< �41r1.�Ctsrrtt s3te� DEVELOPMENT CODE AND THE EPSPM, THE INFILTRATION SWALE SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO ISSUANCE OF 12. NO hvxdoos substances, such as paints, thhtne;s, fut it wW qtr .lwami.,4 s shall be mkascd onto Oka Live, FINAL OCCUPANCY AND COMMENCEMENT OF OPERATIONS. ALTERNATIVELY, IF TMSJaceilt pttaEtesCtlirf„ air iratcrat>rli fcutfare, fifeIty's Slestrlf! tit sytclts, axr rlatcti natal rczrces. CONDITION CANNOT BE MET, THE APPLICANT SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROLMATER QUALITY MEASURES ACCEPTABLE TO THE PUBLIC WORKS 13, The X50 raclliow shall ire iaaspccwd daily ba to cwitractor and tininwinud to ensure continued prOr DEPARTMENT THAT WILL SUFFICE UNTIL SUCH TIME AS THE SWALE VEGETATION BECOMES FULLY ESTABLISHED. THE INTERIM EROSION CONTROL MEASURES SHALL BE IN ADDITION TO THE REQUIRED - f'ctetctittatiing, 1htrltten rct�taa�.sltallE btr kopt oi~~.srcckt� r�viei'k� of tYae ��� d', s<alitios dxrrfri� t11� 'omen seasons PLANTINGS FOR THE SITE. f+pt torr ! tolpril3;1n of monthlytrtxiai�ra clttraa�g 41�:+dt;�� srasa:r Loy3 to Scpt�iul�cr 3til. GENERAL NOTES LAND DRAINAGE LEGEND ----- --- - SOILS - SERIES #43C PIXONVILLE-PHILOMATH HAZELAIR COMPLEX �1 CONSTRUCTION ENTRANCE EASTERN EDGE OF PROPERTY SERIES #11C W/ 2`-3" OPEN K, LINED WITH ROC NORTHEAST SERIES #43E DIXONVILLE-PHILOMATH FABRICK, N ROC' AREA. MINIMUM 6 CURB HAZELAIR COMPLEX (12 -357o SLOPES) AND EXTREME NORTHEAST SERIES #11C (3 -12% SLOPES) & 1102 CONCRETE WASHOUT 13ELLPINE SILTY CLAY LOAM (12 - 20%" SLOPES) USE HAYBALES TO ENCL05E A 4`X5' +!- EXISTING CONCRETE WASHOUT AREA WITH 10 MIL WALL PERMEABLE PROPERTY CHARACTERISTICS -ROLLING HILLS AND PLASTIC LINER DRAPED OVER THE CONCRETE AND TOE SLOPES, WITH SCATTERED WHITE OAK HAYBALES AND STACKED DOWN INTO AND DOUGLAS FIR INTERSPERSE WITH GRASSY BALES. REMOVE ALL WASTE CONCRETE MATERIALS FROM SITE. AND BUSHY AREAS. (DCATCH-BASIN SEDIMENTATION V - CITY OF SPRINGFIELD LOCAL WETLAND INVENTORY USE CITY APPROVED CATCH BASIN IDENTIFIES AS NOT WETLAND AREA. SEDIMENTATION BAGS FOR STREET CATCH BASIN PROTECTION OF 2*0" DISTURBED CONSTRUCTION AREA 15 LE55 THAN 1 ACRE. WATER RUN OFF OEXCAVATED SIDEWALK PROVIDE OPEN ROCK BASE, 4" DEPTH, AT ECO -LAWN (HOBBS & HOPKINS) ECOLOGY MIXES SIDEWALK LOCATIONS AT STREET SIDE OF 1. PROTIME: 705 PDX ECOLOGY SEED MIX PROPERTY. PR8820 PERENNIAL RYEGRA55 55% EUEKA HARD FESCUE 157. EROSION SEDIMENT FENCE CONTROL WILDFLOWER AND FLOWER SEED MIX: USE HAYBALES TO ESTABLISH BOUNPARY DWARF YARROW, PUTCHWHITE CLOVER, OF CONSTRUCTION SITE INFLUENCE ON s SALINA 5TRAWBERRY CLOVER, AND IMMEDIATE SLOUGH TOP OF BANK & SWEET ALYSSUM 257o PROVIDE INLET PROTECTION AT EXISTING THIS MIX 15 DESIGNED TO FORM A YEAR PUBLIC R.O.W. MARCOLA ROAD STORM CATCH ffig I ROUND GREEN COVER, WITH LITTLE OR NO BASIN & PROVIDE ROCK CONSTRUCION ENTRY 1 5'-0" 1 NO PARKING 0 CURB (FIRE LANE) PERMEABLE CONCRETE Q EXIST. PAVING A3 3" INE GAR 13AGEI DRIVE PLAN VAC -0" 26'-0' IRRIGATION REQUIRED. STARTER FERTILIZER 15 RECOMMENDED BUT ADDITIONAL FERTILIZER IS USUALLY NOT REQUIRED. :-T MOWING 15 OPTIONAL. SEEDING RATE IS 1.5 r: TO 2 105, PER 1000 SQUARE FEET, DEPENDING UPON SLOPE. 2. FLEUR DE LAWN- THIS ECO -LAWN MIX WILL BE LOCATED AT STREET SIDE OF UNIT I P-DRDLRNLRO-TAMEFLEUEAN DRIVE AT OSU, IS A LOW MAINTENANCE FLOWERING LAWN. IT REQUIRES LITTLE OR NO MOWING, NO IRRIGATION AFTER ESTABLISHMENT, & NO FERTILIZER AFTER ESTABLISHEMENT, SMALL FLOWERS & LOW -GROWING STRAWBERRY CLOVER COMBINE W/ A SPECAIL VARIETY OF DWARF PERENNIAL RYEGRA55. 3. The tong -term Operation and Maintenance of the vegetated swale and pervious concrete will be performed by Cafeto Custom Roasting. Cafeto Custom Roasting will sweep, rake, blow clean or water wash or some combination, all pervious concrete surfaces to maintain clean surfaces free of dirt, vegetative materials and any debris. This will be logged in a permanent record boob open for City of Springfleld inspection as per their requirements, and the maintenance procedure will occur on a quarterly basis, i.e. four times a year minimum.. also, the storm water management of the vegetated blo-swale, on the western side of the property, will maintain the eco -lawn in a similar fashion to the imperviou concrete and will maintain a log of such procedure and when it occurs, at least four times a year. ____4. The owner will be responsible for ongoing and perpetual maintenance of the private stormwater facilities as indicated in item 3 and Annual Maintenance Records will be available to the City of Springfield within a reasonable amount of time, normally within 5 business days. . S. The vegetated bio-swale and its' eco -lawn will be fully vegetated with established grassy structure prior to Final Site Plan approval. See detail IIA4 fes- See drawing A4 Landscape Plan & detail 1/214 of Grassy Swale eco -lawn vegetation. A (bew I -D M iandtn � ��� u Pq 4 DT - ®ate Received DEC 15 2016 Original Submittal, U � o r�t C) Q q!� "44 to � to �1p�N N i PROJECT: 0512 DATE: 12/18/12 DRAWN BY: SP DESIGNED BY: AP REVISION: - I2,/l; /ICQ , 0 JR. F� Landscape an Stormwater Drainage `� SHEET 4 OF 4 .�GIAPLE � i / t J l l } 4 } 4 � 1 4 1 4 4 1 } } ' 1 j l l l l ! � � / r , .�... • �;, �.��II�E � \�, ".,,. �... r- "" "� / }14114}}11141„ l 42, 1 req W� 1r 12” 2' J!!l111 m I A/c DRIVE QST I(�JTOP}0� �,WYK } i 1 11 { 11 l C42" DEC! UOUs\ N 11 2 DECIDUOI� }} I 1 �N/ / // // ///�"-••-•_. � 4i}�}14}1}��}}�} 1 !1 l � / // r/ / r 4 4 4 } 4 4 4 4 4{/ II EXISTING STORMWATER BASIN { 1 1 GRATE=515, 78' 4 }} 1 1 1 1 }i 1 } 2" Is 5.76 /r r rrr r`1,/ //� ///�s 2jj CJDU04 r/ // �'--.�,� `"'''I I/ j/ //f Jl J111I t I fIJ j ,•-----.f 1 1/11111111 � 11 1 1 Ilf 1 1 / t 4 © Q - I ill � � i I EXISTING S1DNALK ll ! l # l —VICEVITY MAP`` / t/ ��o f! /t/ jtlt J// f f I Jig' . 4 B�tPJNE ! /I jJ 1 1» I 1 1 1 4 ° J v l 1 l NOT TO SCALE / / -. 1 J 1 t / / ! / / ! I f / j / / / ! ! ti ` I 1 4 50.0' 2 cD /DUO l l ( l 0 4 }l l l l # 1 FEMA J / rr /1 / JI // � 30' WIDE EWER EASEMENT THE SITE IS SITUATED IN ZONE X, AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C 1141 F DATED / / J J J / . 1 / / ! �� / / J r j // / / / / / / // r 1 - 1 1 1 i ' \ v 5 5, ,� r 1 EASEMENT R R. NO. 99247 JUNE 2, 1999. // / / f J t 111 j J !//,1 1 / / / / // // / / �' 1 1 1 1 I, ` } it 518 14 I ALSO: "-"• 30 WIDE ACCESS EASEMENT R.R. N0. 9302537 SOILTYPES �7 _ t 1 of / f Ii t o» YAPL J 1 J f J l I } (AZ ! / / / / _� 1 ��/ /. } o EXISTING BUIL DI G 4 SOIL TYPES. J11C BELLPINE SILTY CLAY LOAM 3-127 SLOPES / / / f / / J I t / /'R / / / fJI / I / / // - ' 1 l °0 1 # TO REMAIN 1 #11D BELLPINE SILTY CLAY LOAM 12-209' SLOPES / / 1 ! / / 1 ! / ! / / # { / / / /// / / J / !/ / - --" ! / j 1 \ 4,200 SF " 14JC DIXONVILLE-PHILOMATH-HALELAIR COMPLEX 3-127. SLOPES / // 1 I / J !J f / J t ! I /p' l i 1 f JI J J1 l (}» ,,{, ,�> / "-" J / f 1 \\ FLOOR EL. = 516.30 34.2' \ 1 lilt J / / 1 1" `, 1 J<� \ l 4 \ 1 2¢i D. FIR J Lu \ 5.5 WELLHEAD PROTECTION Jousll 1 1 •-�� l � �,- Il t SITE .�- IS LOCATED WITHIN THE ZONE OF CONCENTRATION (99 YR TOT).37 WALK=516 w '/ Jf /r /'r -✓`' 24" MAPLE l l ° . N li e /24' t FI l 1 { / 2 5 CEDAR r ,- ll / / / l l ( J r �` DOCK=51 &.22 ll 50.0' -- �` 1 / I / f / l / , /,OSx �-- •- ..— ..--�.,�,� ' .- V r / ! I / J / / 1 f J / ' f J 1 / f / / / 1 / (�''�}1"'' J -.�`r'"• ' l �. . =512.71 �' v l '• "�T' AC=512.92 l 4" D U }l A,C=512.92 \ ll , ll �� ! / 1 tx� RETAINING WALL , l 201 w IITO PROPERTY J J f J �` / ! 1 1 J J// 1 1 / 1 // J t! j BOUND RY '� I r � // ! ,jl 1/11 / t / / / / // // / / c��'//1/// ////// t/� " � li �•ll �.•�\ l} � � i ► � �� t / ,/ / / 1 J / 1 / / 1 J / / f f / t ! J,/ / l / // // J JI 1 • "i • i XI5WE G s TORMWATEI,, tATCHBA�W, DRAT 4511.69' / 4 114 t6 STM ,��`` / j Ij� ✓1/1/ /f11/// 1 l��/ / / //J // /� � 'fir C ll I� l 4, i GRAVEL PAi IgNG > 114" D U ll o l { �'' J / If j f!/ !f I /.'//r ,// J J / //•��1//, /////! /11/{ .� ,' •, t ll � 4\`, l!1 �- r � JJtf! /I r � / /8�'yl�� 1 .� .•l} rn lllft //r / //''/` 1 t l if r , z A/C PARKING LOCATION OF JOINT UTILITY TENCHH, CONTAINS ELECTRIC, R�/ r oo• f f� ! / 1 / / ! / / r / / / �d / f / I ! ll 4" WATER, 8" WASTEWATER. VERIFY LOCATION BEFORE DIGGING, . f i �i f/ /// /,//III/ J 1 !/ ,� //r/ire J /1 //'4 1 •� a' 1 �,'�y / / ,,,, r r I J f f 1 / . / 1 / J I / ! jll f 1, / r r // �; �` / I j J' l 1 • . 1 °' _ • !l l � ALL SITE STORM DRAIN PIPES `sr� ARE 6 DIAMETER LOCATION OF EXISTING EWEB 24" DI WATER MAIN BASED UPON EWEB MAPS. fJ/, VERIFY LOCATION BEFORE DIGGING. J24''I �'/ FIR 0/ / ~ •� \ � \ ~ `` �. ..-. -"" i' �• • is ' -- --- ..........._...._...�...._......... ..,._ ...". ........_. _.._. \ /' � f / / / J r , f / % / / 1 � �r(3`I' / / / . � J / t r J J / !' 1 /� \ \ `•- -- •" `."' ..`. --•• "" ~`` ,,.,�- �. r' f l _„" ...". -,., �`.-•..;�\ \ 1/ — \ �"�-----... Ali, CEL 2 T 1// LPP 1993—�'f�340 ' / Y J / � !' / ! � / / / /f {# #{ f / J % 1 ... _' .�' '-. --- �. � _" ' •- �•• .. '` `� � ., `` "� -� ..� �. '�' -. ,, r / \ _` `_ �- 1 07 -- _. � '�r2 l RETAINING WALL- -; ^w {w / � \ EXlSTING'I' P OF BANK % 1 j ; : / f / / r / / 6i 1 j / r 1 # ` '� ! ° • �`'' • } :, i TEMPORARY VEHICLE TURNAROUND EASEMENT •,�ONgRETE PAD.'. CONCRETE l l l PAD / ,' i i/i' % ! � t � i # � j / //// r, % r / r } j � ! ~,� \ 1`•�,` I 1 vb f a .��tl t•e cr 1 :, � « �� rVs3 l fl '• i I f i I ;' i r r / f 1 k \ ., t Y l' l b+ EX TING STORMWATER CATCHBASIN � J 77, ._ , l [/ EXISTING WASTEWATER MANHOLE , f �n t�, 1 \ \ l j u p TE -507.14 l { 8N FL IN (S -TOP) EL. =504.03' 1 ! # r r r / J / \ \ -- i {. �' w t BACKFLOW DEVICE \ 8„ FL IN (S -DROP) EL. =501.28 \\ \1 kPPJ 1993—P0e..14i� .� l `` ® l A/ DRIVE f8„ FL IN (NE) EL.=501.13' I r / J \ 8 FL OUT (W) EL. •-499.98' / ' F FL - 2 'J t / / 1 J \ \ \ ETAINING LL\ ` \ l J RIM EL.=507.53' I 1 / , 1 # \ ' ,, EXISTING TORUWATER MANHOLE l / EXISTING STORMWATkR MANHOLE l ! # 4,2" FL IN (S) EL. =4 .42' \ , 12 FL 1 (E) EL. =496.79 ` _ / I1'/ /., # 1 I , I `c.r 12 FL 0 T (N) EL.=499.69 w ! 1X FL OUT N EL.=48 37 \ i EXISTING GATE () - \ �, ; JRIM EL. =06.14 (BURY 1.0) ( 5 p t RIM�E-488.57' \ y� 14' WIDE PUE rt �` 17" OAK » a_ t� ` ' _ l 8 OAK R �.,9 17) !V41S ,Z4 x i• t�Ci l � IX 6 KIS ` � 14" OAK t ut NOO'10'38"E 443.28' e \ r� RETAINING WALL 2-9" OAK _. 16 "_ ASSESSOR MAP 18-03-03 12. TAX LOT 3701 �fyp (il�-pbD�3 rAq)4 moor {�I berms �iYr�� ®ate Received DEC 15 20113 Original Submittai_UC:::� L Z�� O o BOUNDARY LINE - --- — - EASEMENT LINE p/P EXISTING POWER POLE 0 EXISTING WATER METER o - j EXISTING FIRE HYDRANT EXISTING WASTEWATER MANHOLE C�) EXISTING WASTEWATER CLEANOUT CT) EXISTING STORM MANHOLE 111111 EXISTING CATCH BASIN u EXISTING GAS METER -- 8$) WW - - " EXISTING WASTEWATER " - - - STM -- EXISTING STORMWATER EXISTING GAS LINE _,...GAS-�� w EXISTING WATER LINE - -- - - Oil ---- -" - EXISTING OVERHEAD POWER/COMMUNICATION LINE - - - - -- - - EXISTING CURB EXISTING BLOCK RETAINING WALL (HEIGHT VARIES) zo_ ___ w". " EXISTING CONTOUR i / t J l l } 4 } 4 � 1 4 1 4 4 1 } } ' 1 j l l l l ! � � / r , .�... • �;, �.��II�E � \�, ".,,. �... r- "" "� / }14114}}11141„ l 42, 1 req W� 1r 12” 2' J!!l111 m I A/c DRIVE QST I(�JTOP}0� �,WYK } i 1 11 { 11 l C42" DEC! UOUs\ N 11 2 DECIDUOI� }} I 1 �N/ / // // ///�"-••-•_. � 4i}�}14}1}��}}�} 1 !1 l � / // r/ / r 4 4 4 } 4 4 4 4 4{/ II EXISTING STORMWATER BASIN { 1 1 GRATE=515, 78' 4 }} 1 1 1 1 }i 1 } 2" Is 5.76 /r r rrr r`1,/ //� ///�s 2jj CJDU04 r/ // �'--.�,� `"'''I I/ j/ //f Jl J111I t I fIJ j ,•-----.f 1 1/11111111 � 11 1 1 Ilf 1 1 / t 4 © Q - I ill � � i I EXISTING S1DNALK ll ! l # l —VICEVITY MAP`` / t/ ��o f! /t/ jtlt J// f f I Jig' . 4 B�tPJNE ! /I jJ 1 1» I 1 1 1 4 ° J v l 1 l NOT TO SCALE / / -. 1 J 1 t / / ! / / ! I f / j / / / ! ! ti ` I 1 4 50.0' 2 cD /DUO l l ( l 0 4 }l l l l # 1 FEMA J / rr /1 / JI // � 30' WIDE EWER EASEMENT THE SITE IS SITUATED IN ZONE X, AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C 1141 F DATED / / J J J / . 1 / / ! �� / / J r j // / / / / / / // r 1 - 1 1 1 i ' \ v 5 5, ,� r 1 EASEMENT R R. NO. 99247 JUNE 2, 1999. // / / f J t 111 j J !//,1 1 / / / / // // / / �' 1 1 1 1 I, ` } it 518 14 I ALSO: "-"• 30 WIDE ACCESS EASEMENT R.R. N0. 9302537 SOILTYPES �7 _ t 1 of / f Ii t o» YAPL J 1 J f J l I } (AZ ! / / / / _� 1 ��/ /. } o EXISTING BUIL DI G 4 SOIL TYPES. J11C BELLPINE SILTY CLAY LOAM 3-127 SLOPES / / / f / / J I t / /'R / / / fJI / I / / // - ' 1 l °0 1 # TO REMAIN 1 #11D BELLPINE SILTY CLAY LOAM 12-209' SLOPES / / 1 ! / / 1 ! / ! / / # { / / / /// / / J / !/ / - --" ! / j 1 \ 4,200 SF " 14JC DIXONVILLE-PHILOMATH-HALELAIR COMPLEX 3-127. SLOPES / // 1 I / J !J f / J t ! I /p' l i 1 f JI J J1 l (}» ,,{, ,�> / "-" J / f 1 \\ FLOOR EL. = 516.30 34.2' \ 1 lilt J / / 1 1" `, 1 J<� \ l 4 \ 1 2¢i D. FIR J Lu \ 5.5 WELLHEAD PROTECTION Jousll 1 1 •-�� l � �,- Il t SITE .�- IS LOCATED WITHIN THE ZONE OF CONCENTRATION (99 YR TOT).37 WALK=516 w '/ Jf /r /'r -✓`' 24" MAPLE l l ° . N li e /24' t FI l 1 { / 2 5 CEDAR r ,- ll / / / l l ( J r �` DOCK=51 &.22 ll 50.0' -- �` 1 / I / f / l / , /,OSx �-- •- ..— ..--�.,�,� ' .- V r / ! I / J / / 1 f J / ' f J 1 / f / / / 1 / (�''�}1"'' J -.�`r'"• ' l �. . =512.71 �' v l '• "�T' AC=512.92 l 4" D U }l A,C=512.92 \ ll , ll �� ! / 1 tx� RETAINING WALL , l 201 w IITO PROPERTY J J f J �` / ! 1 1 J J// 1 1 / 1 // J t! j BOUND RY '� I r � // ! ,jl 1/11 / t / / / / // // / / c��'//1/// ////// t/� " � li �•ll �.•�\ l} � � i ► � �� t / ,/ / / 1 J / 1 / / 1 J / / f f / t ! J,/ / l / // // J JI 1 • "i • i XI5WE G s TORMWATEI,, tATCHBA�W, DRAT 4511.69' / 4 114 t6 STM ,��`` / j Ij� ✓1/1/ /f11/// 1 l��/ / / //J // /� � 'fir C ll I� l 4, i GRAVEL PAi IgNG > 114" D U ll o l { �'' J / If j f!/ !f I /.'//r ,// J J / //•��1//, /////! /11/{ .� ,' •, t ll � 4\`, l!1 �- r � JJtf! /I r � / /8�'yl�� 1 .� .•l} rn lllft //r / //''/` 1 t l if r , z A/C PARKING LOCATION OF JOINT UTILITY TENCHH, CONTAINS ELECTRIC, R�/ r oo• f f� ! / 1 / / ! / / r / / / �d / f / I ! ll 4" WATER, 8" WASTEWATER. VERIFY LOCATION BEFORE DIGGING, . f i �i f/ /// /,//III/ J 1 !/ ,� //r/ire J /1 //'4 1 •� a' 1 �,'�y / / ,,,, r r I J f f 1 / . / 1 / J I / ! jll f 1, / r r // �; �` / I j J' l 1 • . 1 °' _ • !l l � ALL SITE STORM DRAIN PIPES `sr� ARE 6 DIAMETER LOCATION OF EXISTING EWEB 24" DI WATER MAIN BASED UPON EWEB MAPS. fJ/, VERIFY LOCATION BEFORE DIGGING. J24''I �'/ FIR 0/ / ~ •� \ � \ ~ `` �. ..-. -"" i' �• • is ' -- --- ..........._...._...�...._......... ..,._ ...". ........_. _.._. \ /' � f / / / J r , f / % / / 1 � �r(3`I' / / / . � J / t r J J / !' 1 /� \ \ `•- -- •" `."' ..`. --•• "" ~`` ,,.,�- �. r' f l _„" ...". -,., �`.-•..;�\ \ 1/ — \ �"�-----... Ali, CEL 2 T 1// LPP 1993—�'f�340 ' / Y J / � !' / ! � / / / /f {# #{ f / J % 1 ... _' .�' '-. --- �. � _" ' •- �•• .. '` `� � ., `` "� -� ..� �. '�' -. ,, r / \ _` `_ �- 1 07 -- _. � '�r2 l RETAINING WALL- -; ^w {w / � \ EXlSTING'I' P OF BANK % 1 j ; : / f / / r / / 6i 1 j / r 1 # ` '� ! ° • �`'' • } :, i TEMPORARY VEHICLE TURNAROUND EASEMENT •,�ONgRETE PAD.'. CONCRETE l l l PAD / ,' i i/i' % ! � t � i # � j / //// r, % r / r } j � ! ~,� \ 1`•�,` I 1 vb f a .��tl t•e cr 1 :, � « �� rVs3 l fl '• i I f i I ;' i r r / f 1 k \ ., t Y l' l b+ EX TING STORMWATER CATCHBASIN � J 77, ._ , l [/ EXISTING WASTEWATER MANHOLE , f �n t�, 1 \ \ l j u p TE -507.14 l { 8N FL IN (S -TOP) EL. =504.03' 1 ! # r r r / J / \ \ -- i {. �' w t BACKFLOW DEVICE \ 8„ FL IN (S -DROP) EL. =501.28 \\ \1 kPPJ 1993—P0e..14i� .� l `` ® l A/ DRIVE f8„ FL IN (NE) EL.=501.13' I r / J \ 8 FL OUT (W) EL. •-499.98' / ' F FL - 2 'J t / / 1 J \ \ \ ETAINING LL\ ` \ l J RIM EL.=507.53' I 1 / , 1 # \ ' ,, EXISTING TORUWATER MANHOLE l / EXISTING STORMWATkR MANHOLE l ! # 4,2" FL IN (S) EL. =4 .42' \ , 12 FL 1 (E) EL. =496.79 ` _ / I1'/ /., # 1 I , I `c.r 12 FL 0 T (N) EL.=499.69 w ! 1X FL OUT N EL.=48 37 \ i EXISTING GATE () - \ �, ; JRIM EL. =06.14 (BURY 1.0) ( 5 p t RIM�E-488.57' \ y� 14' WIDE PUE rt �` 17" OAK » a_ t� ` ' _ l 8 OAK R �.,9 17) !V41S ,Z4 x i• t�Ci l � IX 6 KIS ` � 14" OAK t ut NOO'10'38"E 443.28' e \ r� RETAINING WALL 2-9" OAK _. 16 "_ ASSESSOR MAP 18-03-03 12. TAX LOT 3701 �fyp (il�-pbD�3 rAq)4 moor {�I berms �iYr�� ®ate Received DEC 15 20113 Original Submittai_UC:::� « r r 40 0 L Z�� O o a 7 S�' tOas z W W CQ z Z (w Ca O W b 0 4? � � z W CO W N O N N W N N � •��. m m N �y o ¢ W Z (f)w z p o uvi a o a [Z « r r 40 0 L Z�� O o a 7 S�' « r r 40 0 EXIST. 1?" 0 ST, DRAIN TO APPRIIVED OUTFALL CONNECT NEW 6"OVERFLOW PIPE TO IX T. CATCHBASIN NV. ELEV. 485.0' NEW 6" 10VERFLOW PIPE APPR.82.4'Co) 12,0% :ONNECT NEW 6" 0 TO6"0PI P.M.. mI i NEW RAIN APPROX.38.3' 8.4% NEW 6" 0 STORM DRAT 4 C.O. INV. ELEV. 5023 REMOVE EXIST. CON . SLAE NEW 6" 0 ST. DRAIN APPROX, 67.5' 8.4% END EXIST. RET AT RET SURROUNDING TRASI CONNECT NEW 6'0 ST. TO EXIST, 12" 0 ST. APPROX INV. ELEV. CONNECT 6'0 OVEf FLOW TO 6" 0T. DRAIN APPROX. INV. E . 497.0'- 6" 0 X 6,0' OVERF OW PIPE CONNECT 6" 0 PERF PIPE TO 6'0 SOLID OVERFL W PIPE 6" 0 X 59.0' P F. PIPE SEE TYP. SECTION APPROX. ER (TYP.) MATCH SIDEWALK GRADE TO EXIST. GROUND SURFACE AT PROPERTY BOUNDARY t 6" CONC. CURB (IgP.) MATCH EXIST. PVMT. GRADE AT RASE OF CURB. 4" CONC. SLOPE (-) 2% FROM UNLESS OTHER" SGALE 1 "-20' iV 1.. 4 ,. ,, . , .,, „.... GENERAL NOTES \ 1. THIS PROJECT CONSISTS OF CONSTRUCTING NEW PERVIOUS PAVEMENTS, SIDEWALKS, AND STORMWATER FEATURES TO SUPPORT THE EXISTING BUILDINGS AND NEW PROPOSED WEST AND EAST ADDITIONS. \ 2. THERE IS NO NET INCREASE IN IMPERVIOUS SURFACE WITH THE PROPOSED IMPROVEMENTS, NEW IMPERVIOUS SURAFACES ARE CONSTRUCTED IN LOCATIONS OF EXISTING IMPERVIOUS SURFACES. ' o 3. THE NEW PERVIOUS PAVEMENT CONSISTS OF APPROXIMATELY 6,662 -SQ. FT. OF PERVIOUS MASONRY PAVERS AND APPROXIMATELY 12,200 -SQ. FT. OF PERVIOUS CONCRETE. \ \ ' \ 4. NEW PERVIOUS PAVEMENTS ARE TO BE SUPPORTED BY 1.5 -FEET OF COMPACTED CRUSHED AGGREGATE BASE ROCK, `\ ` ' ` ` , •�, ' 5. THE AGGREGATE BASE ROCK IS TO BE CONSTRUCTED ON NATIVE SUBGRADE SOILS APPROVED BY THE PROJECT ENGINEER, NATIVE SUBGRADE SOILS SHOULD BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF MAXIMUM AS �"`"' -•.,,� ` ` �� DETERMINED BYASTM 0698. 6. AGGREGATE BASE ROCK SHALL CONSIST OF DURABLE, ANGULAR, CRUSHED, WELL -GRADED ROCK HAVING A MAXIMUM PARTICLE SIZE OF 3 -INCHES AND HAVING LESS THAN 5% PASSING THE NO. 200 SIEVE (BY WEIGHT}. 7. AGGREGATE BASE ROCK SHALL BE APPLIED IN LAYERS NOT EXCEEDING 12 -INCHES AND SHALL BE COMPACTED USING A VIBRATORY STEEL DRUM ROLLER TO A MINIMUM DRY DENSITY OF 95% OF MAXIMUM AS DETERMINED BY FUTURNDSIDLE`EXTENS}ON' ``` ` "' ` , \ ASTM 01557. OF TRUCK R P , '' ` ` ` , ` , , B. PERVIOUS MASONRY PAVERS SHALL MEET THE ARCHITECTURAL SPECIFICATIONS AND SHALL BE INSTALLED ACCORDING TO THE MANUFACTURE'S SPECIFICATIONS. 9. UNLESS OTHERWISE REQUIRED BY THE MASONRY PAVER MANUFACTURER, MASONRY PAVERS SHALL BE PLACED ON A WELL -GRADED BEDDING SAND THAT NAS BEEN COMPACTED AND GRADED SMOOTH. 10 WRINKLE SpAVEMENT R DAMAGED AREAS. GEOTILE SHALL BE ED ON THE EXTI E SHALL BE REPLACED.OVED, AND GEOTEXTI E SHALL HAVE IAP SPLICES MPACTED SUBGRADE kOR TO PLACEMENT HAVING A MINiMUMOF THE OF 12 -INCHES GATE BASE CK. THE GEOTEXTkLE SHALL BE PLACED WITH NO TEARS, OF OVERLAp� 11, PAVEMENT GEOTEXTILE SHALL BE A SLIT -FILM WOVEN POLYPROPYLENE FABRIC HAVING PROPERTIES SPECIFIED IN THE PROJECT NARRATIVE. 12. SOILS CUT FOR PREPARATION OF THE SUBGRADE FOR PERVIOUS PAVED SHALL BE REMOVED FROM THE SITE. 13, PERVIOUS PAVEMENT SHALL BE A MINIMUM OF 6 -INCHES IN THICKNESS AND SHALL MEET THE SPECIFICATIONS N THE PROJECT NARRATIVE AND SHALL BE REINFORCED WITH CONTINUOUS GAGE 60 #4 BAR SPACED AT 24 -INCHES EACH WAY. AX o 496,\6 \ ` 498:1 496.2 499.7 \` �'' `'�. \ �`'• .�. \, '� 497.9 ' ' / \ fir. -- �. ` ` •` �' `\ ``` ^\`= a '\ `'•`` `\ ; ''\ `� � �'• :.,,, �. t 501 !� o ",so. \ APPROX. BOU70 yX& ,,iV•Clif 499.5\ Y 2H .1V FILL \ 501.5 �. ` �` • .� ,� 501.1 42.7 i \ \ 0' APPROX. BOUNDARY !BEAGLE 2H :1V CUT 504,3 IEETC4 505.0 5062 ` APPROX. BOUNDARY 2H :1V FIf.L`` 505.1 �� 107.1 OX. BOUNDARY 2H :1V FILL 1 S \ `• �\ ` 507.�$4507 \ IEW 6"0 ST. DRAIN PIPE 507.1 / APPROX 66 @ 1.5% O \~, NE*24".X 24" CATCH BASIN WITH FILTERS J 6"0 STORM DRAIN C.O. GIBSON MODEL MPCBF.10 42HB : INV. ELEV. 505.5 GRATE ELEV. 508.0 ry 6" 0 INLET ELEV. 506.5' 6° 0 Ol1TLET' ELEV 506.5' :t d " N" 507.9 ? ` • ` \ • a \ - - - ~ - - '.� - --NEW-CONC. STAT 'tANDkNG ° - LANDINGAEV.512A\, ` `,,..� .,...� ,,,.... •-.-.•. "'"�` `,�. '\„ BOTTOM STEP ELEV, 508,3 \ ~`'`' �^ �. O �-- •-..,, 50.7 508.8' 508,3 9 510.2. 508.3 508.3 x REMOVE EXIST. RET. WALL`, 09.8 1-E 0 •4e • h' o • I<AST OF INTEI3SECff&N `_ /, a WITH NEW STAIRWAYAANDING. -' ,, - ``.'' .-•"`` -,..,, /y '�--• '., t••tG , • " T f.`... a.: ..�.. i•�'.;F `,aa�. r.. =M•'� i. `\` - _•�,.' ter'`" _ _ ._ .. � - . - ,1�"� 'OV�'.� , ,, \• ^~+ -1 •• •i. '` • .�., i:a•� ;�... .ate;•;",.. rYt•.: i. • .i •ti'•r � ., .. � `\ _ ` ' • . \ ✓11':3 " : r "'°-.- ./- �. ' °` �• ..,.r _ _ �..a. 512.3 EXIST. RETAINING lNAiLLS NEW LOADING HOCK ! , _ '•r SURFACE ELEV. 512.3 1�-"" ..„.' `; '� ♦ ~`' 61 ` °' 'd• fes''ffff ` . ;r `' 0 ' _�` �� " •.►. STM--�-•, - ©� ._._.- •-�• � .. _ ,.,.,,. 510.8 TOP STEM WALL TO BE 03% MIN. ST - `r , TOPADJUST C.O. LID �CURB ' : / HIGHTER THAN GROUND 4 ° X11.4 /; SURFACE 0�/ 9 . • \ \, , �`� . • \ \ e r! 'o Jt TO, EFE '� � �\..''\ .� ,c"\,.�� :... �. \ l �. � \ ; r -"ti's.. •�...�„ \\ `\' \ _ ''� 512.5 -;i ' 4 •..,,s .;,..::..� t I f NEWBLDG. \ 4 , 2H :1V 0+ Q .f FFE 512.3'` r ; } 507.6 ;' CUT NEW BLDG. CB GRATE ELEV. :'x REMOVE C�1 Cf� SIN / FFE 516.3 511.7 >: f CAP STORK LI`� Q .' EXIST. BUILDING / h ,` MOVE CLEANOUT FFE 516.3 512.8 c £' SOUTH OF PATIO ` a ` I TO UR / ' (2)2.5 RET. 507.9 B f; / TOW ELEV. 514. AREA 507.8 512.2 12,6 �f " F 513.0 ABANDON a' " TOP RAMP EXIST. ST. DRIN rel k 516.3 \ `` J MATCH GRADE AT ;: 51 ,1 �; MATCH FFE 512.y \} LLZ4\ 4 v"" CURB P CUR$516; a tk 513.5--� €' r - �' . \ APPROX. 512.2 '' M 7CH EX."'PV T;GFi., 513.0 a �2. APPROX. 12.9 509.5 7 s TIM 509 , 51 " `512.0 i S• - , ; _ ; S _ ;: , , `�TCi :. ; _k STM MATCH EX, PVMT. RA tg• . 51 8 APPROX. 512.2 : r ; !. - ---- ` 511.0 12. , "' : ` ,. •.. EM -� ,, `' �.� -::"`� ' .., i•y: ;a t ::a 7 - ..� ..�;.:..��.,; .:,,ra`,, :: + "� ti t; ' � NEW 4" X 4' NCH DRAIN 512.3 ELEV. 516.fl' 1 512,6 NEW 4.5' RETAINING WALL CONNECT TO EXIST. 6" 0 ST. DRAIN NEW 24" 0 CATCH BASIN - GIBSON MODEL 3092-20H13-6 l� Lr� GRATE ELEV 511.7 un 4,5' RETAINING WALL NEW PERVIOUS MASONRY PAVER SUR E CONNECT 6" OUTLET TO EXIST. 6" 0 STORM DRAIN MACH GRADE EXIST. T.O.W. ELEV 512.5' SEE TYP, SECTION 3 SHEET C2 APPROX. INV. ELEV. 507.6 PA EMENT APPROX. 510.3 NEW CONC. SIDEWALK -- 6" CONC. CURB -MATCH EXIST. PVMT. GRADE AT BASE CURB {TYP.} SLOPE 2% FROM TOP OF CURS (TYP.) Cl 11 i �' -� l _i h -i i � 1h IF v,- cqv NPi«c-oaf, Si -k, Play wtiuw Moi, aniro� Albertro nni�andw, Caf�to ®ate Deceived DEC 15 ?Uju "C" Original Submiftal'�_ = et' _l Co d7 Co ap �m®pl" low e!• a Z o CD W L C! `�• yj Cl) C.7 CJ Co y r- � Q CMT- C" MTC" Da:]Yt`7lS EORES _ 12/31/2012 PROJECT: OATS 0_�L2009 1 DRAWN BY: MDR CHECKED: SCALE: SCALE I"_- 2 5 H E 2 E R ®f T a • w � �s Da:]Yt`7lS EORES _ 12/31/2012 PROJECT: OATS 0_�L2009 1 DRAWN BY: MDR CHECKED: SCALE: SCALE I"_- 2 5 H E 2 E R ®f T a � Q 1 G2 15" ROUND BIKE PROOF, HEA' DUTY GRATE `- 6"0 OUTLET Llixlixi (CURVED) FRAME PLAN VIEW co � ROUND if o�csa C l 10 6"0 OUTLE' JML 12" RM SIDE VIEW r v n mTKTr NOTES: BOX FABRICATED FROM 10 GA. MILD STEEL L*lixi FRAM: SEDIMENT TRAP W1 HINGED LID 10.0'@ - 4.0 % ISOMETRIC Kliflall ,C\2 r FLOGARD TM - FILTER INSERT (MODEL FFGS24DS) WOVEN MESH _ FILTER BODY PLAN VIEW 29" SQUARE 24" SQUARE SIDE VIEW 2 MIEN C2 BIKE PROOF, HEAVY DUTY TRAFFIC GRATE SUPPORTS AASHTO H25 LOADS GRATING NEOPRENE GASKET (TWO SIDES) . NOTES: SILT & DEBRIS CONTAINMENT Al HIGH FLOW BYPASS �z 1 I OUTLET SEDIMENT TRAF W/ HINGED LIE REPLACEABLE ABSORBENT POUCHES BOX FABRICATED FROM 1.0 GA. MATERIAL L22x22x3 ISOMETRIC SECTION HORIZONTAL SM£ 1'° = 20' Y£RAML Z4LE l " = 10' 10' O 10' 20' ataaun VERTICAL: 111=10' co dm �cn a A PAVEMENT GEOTEXTILE L PREPARED SUBGRADE I n o� a ¢ u, 6" 0 PERFORATED SCHED. 60 PVC OVERFLOW COLLECTOR 6" 0 SCHED. 60 PVC SOLID PIPE STORM DRAIN Q Ig, Q o � 5 is W 0. E3 ZD 0 ZDui m 0 C"7rn Qcii ire w cnm CD CD •x #4 GR. 60 REBAR @ 24" EA. WAY n AllCLAMIT f+GnTLVrll G 6" 0 PERFORATED SCHED. 60 PVC OVERFLOW COLLECTOR 6" 0 SCHED. 60 PVC SOLID PIPE STORM DRAIN le cry J cmw lie t x Obi o. o� UJIW0 �°``• W . =2 m CD r. v CL) rA 06"v- wo cmv- on PNOFFs`S'v UR 6 ams WIRES 12/31/2012 PROJECT: _ _233.06 DATE 612/2009 DRAWN BY: MDR CHECKED: sCAIE: AS ND7ED s E `;`2 E Q 7 s y w•r r • PNOFFs`S'v UR 6 ams WIRES 12/31/2012 PROJECT: _ _233.06 DATE 612/2009 DRAWN BY: MDR CHECKED: sCAIE: AS ND7ED s E `;`2 E Q 7