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Plan, Tentative APPLICANT 5/20/2014 (2)
NUNN 1 i © 0 KDA E SEWA D (,)I MANSFI LD �P o OAKD LE ¢ KIRK z CROS Y �, cl cQ � J CLOVER cn � o J ¢ `P BLAC ST 0 -j `'' w 4' E ROYAL DEL � v R DELROSE AVE S w _ y ALLEN --i � > ALLEN - cn RIVER KNOLL Ui S YOLANDA 2500 HAYDE n BRIDGE `� o v CAMBRID MP w o w o °a �' RD MINT MEDOW V r = CHEEK F-- 0- YENTA N o ,,� GREEN VALE J w 2500 OLD ORC w AR _ `t "� c° _ .- - GUY LEE Q Q � WOODLANE w° m m HAYDEN � BRIDGE m SCHOOL w LINDALE s O V T. a: V) V ST ST �S' o o ¢ PAGE Lu o < 1T0 OU i _ = m w m SCHOOL m GREEN v~i LOCHAVEN , i < T T coo o° °' E G 0 nw LAWNRIDGE M g�iNG�"� - THR NOR i RoA N SCOTTS GLEN z j- < SHAD vii 0 SHELLY r o v T SST ST. T S o CARRIAGE o SST S = T T. F. ST. r�- - °r-- -- ST. _ -< 2000 R ST °' 2000 INTERSTATE 105 ST. � J V m o R - r - ,_QUtNpLT o Cp eO�L �` Q ST m DR QUINALT MGHTHAW MOFFIT MOFFIT z PLE SANT PIEDMONT � Q SPRINGFIELD J MALL OLYMPIC z PACIFI OL MPIC SCHOOL 1500 OLYMPIC = N o S T. ST. w F- CENTENNIAL M = N HAMLIN c~n N '` ST. Q - <- ST. C/) FIELD M ST. Y v SCO T ST. LVD HAMLIN � m 1500 EN o� SCHOOL o L ST. :2 a 6- K T. o o ° © L ST PG4. o P�� cn -D BROADW Y CENTENNIAL JANUS w v J T. o f ST. PARKER ry •- co I � Vlu""-NlNtTY MAP NO SCALE NOTES: 1. TAX LOT 17- 03 -26 -14 -3808. THE SUBJECT SITE IS NOT LOCATED WITHIN THE WELLHEAD PROTECTION AREA. 3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED AT THE SOUTHEAST CORNER OF THE SITE 5. IMPERVIOUS AREAS: TOTAL = 6,549 S.F. (BUILDING = 1,962 S.F., PAVING = 3,617 S.F., SIDEWALK = 970 S.F.) 6. TOTAL AREA = 11,641 S.F. 7. SOIL TYPE: SOUTH SITE IS #32 COBURG URBAN LAND COMPLEX. THE NORTH PORTION OF THE SITE IS #76- MALABON URBAN LAND COMPLEX. BOTH TYPES TYPICALLY HAVE GOOD HYDROLOGIC AND INFILTRATION CHARACTERISTICS. ivm. TV T.V/ I.E.; 452.77'(S) 452.67'(N,E) 452.57'(W) Q STREET (MARCOLA ROAD) -T� 5 l TF PLp t-� WT--� 1 � \J W i (A) i e- ch-e� Cu-s>�DwL *,!u� l v pal cs b w O w a a CV O co M co O cn P.- 0 Q � w O c� z { 3: w Sri Q O 0 0 r-) p w w z V 0 v vi w w = r) U 0 z '` A r1yo (o W w� L J ¢ Lo Uoo �o ti z 00) LU o 0 o M w Z w 0 w ,A ra r • , m R&Q PROFFss2 #18240 PE a-ON �Ny J P� EXPIRES DEC. 51, 2015 SHEET 1 OF 3 i b w O w a a CV O co M co O cn P.- 0 Q � w O c� z { 3: w Sri Q O 0 0 r-) p w w z V 0 v vi w w = r) U 0 z '` A r1yo (o W w� L J ¢ Lo Uoo �o ti z 00) LU o 0 o M w Z w 0 w ,A ra r • , m R&Q PROFFss2 #18240 PE a-ON �Ny J P� EXPIRES DEC. 51, 2015 SHEET 1 OF 3 Vlu"'�INIT V, MAP CONSTRUCTION NOTES NU OWALC 0 CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK I2 CONSTRUCT 6" CURB & GUTTER �3 CONSTRUCT 6" CURB ONLY 0 CONSTRUCT 4" THICK CONCRETE SIDEWALK CONSTRUCT STANDARD DRIVEWAY PER CITY SIDS. 3 -22 CONSTRUCT 3' WIDE CONCRETE VALLEY GUTTER O7 INSTALL 3" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL �8 INSTALL 6" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL INSTALL 12" DIA. INLET PER DETAIL HEREON 10 INSTALL 6" CLEANOUT 11 INSTALL 6" PVC SDR 35 SANITARY SEWER OR APPROVED EQUAL 12 CONSTRUCT BIO -SWALE PER DETAIL HEREON 13 CONSTRUCT 2' WIDE OPENNING IN CURB 14 INSTALL 2' WIDE RIP RAP APRON 15 CONNECT TO EXISTING INLET 16 CONSTRUCT 1/2" LIP IN CURB 17 INSTALL 6" CAST IRON DRAIN 18 INSTALL 6" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL 19 INSTALL WHEEL STOP 20 INSTALL 6" CAST IRON WATER LINE, GATE VALVE AND FIRE HYDRANT @) INSTALL 4" CAST IRON FIRE LINE AND DOUBLE CHECK DETECTOR BACKFLOW ASSEMBLY 22 INSTALL 2" WATER SERVICE, METER AND REDUCED PRESSURE BACKFLOW ASSEMBLY 30 INSTALL 2" PVC ELECTRICAL CONDUIT @) INSTALL 3" PVC ELECTRICAL CONDUIT 32 INSTALL "J" BOX 33 ELECTRICAL TRANSFORMER BY OTHERS 01-11*601 PVC AREA DRAIN BY NYLOPLAST OR APPROVED EQUAL 45° PIPE SIZE PER PLAN IE =PER I 45° PLAN 1. TAX LOT 17- 03 -26 -14 -3808. THE SUBJECT SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION AREA. 3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED ON THE SOUTHEAST CORNER OF THE SITE. 5• IMPERVIOUS AREAS: TOTAL - 25,450 S.F. (BUILDING = 6,990 S.F., PAVING = 15,820 S.F., GARAGE = 2,640 S.F.) 6. TOTAL AREA = 45,350 S.F. 7. ESTIMATED EARTHWORK: FILL = 150 C.Y., CUT = 50 C.Y. 8. GROSS RESIDENTIAL FLOOR AREA = 17,760 S.F., REQUIRED OPEN SPACE - 4,440 S.F., OPEN SPACE PROVIDED = 4,995 S.F. WELLHEAD PROTECTION NOTES: Any chemical spills or leaks must be cleaned up immediately and clean -up materials disposed off -site and in accordance with Lane County and DEQ requirements. In every case, care shall be taken to prevent groundwater contamination. DNAPL Prohibition: The contractor and all subcontractors are required to provide the owner's engineer with copies of MSDSs for all chemicals proposed for use on -site prior to use or delivery to the property. Based on these MSDSs, the engineer will determine if the chemical is approved for use on this site (i.e., whether or not the product contains DNAPLs). The engineer may contact the SUB Drinking Water Source Protection Coordinator (744 -3745) with any questions about evaluating products for DNAPLs. A copy of the MSDS for all chemicals used on the project will remain on the job site as required by law. Chemical handling, storage, and use: Contractors /developers shall be responsible for the safe handling and storage of chemicals, petroleum products, and fertilizers and the prevention of groundwater and storm water runoff contamination. Chemicals used during construction, including point and cleaning materials /wastes, must not enter the soil or be washed into the storm water system. All chemicals should be stored in adequate secondary containment. Equipment maintenance and fueling: Precautions must be taken to prevent fluid - containing equipment located outside from leaking, including providing a dedicated area for fueling and maintenance Of equipment. This area should be prepared and maintained in a way that prevents spills or leaks from migrating to the soil or storm water drainage system. No fill materials containing hazardous materials shall be used on this site. LINE TOP OF SWALE WITH LLJ EXISTING ;j, Q JUTE EROSION BLANKET � 3:1 SLOPE GROUND Q TYP. It ----- - - - - -- rr -F „ _ -iii ----- - - - - -- -- - - - - -- ----- - - - - -- - - - - -- �r - 24" TOPSOIL 6" SAND J 2' � NATIVE SOIL TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS: 75 -80 PERCENT TALL OR MEADOW FESCUE 10 -15 PERCENT SEASIDE /COLONIAL BENTGRASS 5 -10 PERCENT REDTOP 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOH LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40 -50 %) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM fOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. 12 BIO-SWALE DETAIL NO SCALE DOOMED GRATE (NOT SHOWN) REMOVABLE ELBOW T C CN z 12 NOTES: 1 - TRAP TO BE REMOVABLE TO ALLOW FOR FULL ACCESS TO OUTLET PIPE. 2 - FRAMES, GRATES, HOODS, &BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 -50 -05 3 - THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321. 4 - PVC AREA DRAIN BASIN SHALL BE OREGON PLUMBING CODE APPROVED. g INLET SCALE DETAIL NOTES 1) PRELIMINARY TITLE REPORT FROM CASCADE TITLE COMPANY, REPORT NO. 0274580, DATED AS OF APRIL 24, 2012 WAS USED TO LOCATE EASEMENTS SHOWN HEREON. 2) RESERVATION OF 1/2 OF THE OIL AND MINERAL RIGHTS TO UNION CENTRAL LIFE INS. CO. BY INSTRUMENT RECORDED JUNE 27, 1944 IN BOOK 269, PAGE 651 AND NOTICE OF INTENT TO PRESERVE MINERAL RIGHTS, RECORDED DECEMBER 20, 2002, RECEPTION NO. 2002- 099258 MAY EFFECT THE SUBJECT PROPERTY. 3) COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED FEBRUARY 7, 1945 IN BOOK 282, PAGE 538 MAY EFFECT THE SUBJECT PROPERTY. 4) DEVELOPMENT AGREEMENT FOR IMPROVEMENTS ALONG "Q" STREET RECORDED FEBRUARY 6, 1979, RECEPTION NO. 7907150 MAY EFFECT THE SUBJECT PROPERTY. ELEVATION DATUM ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD VERTICAL CONTROL POINT NO. 340 (11TH /Q), A CHISLED SQUARE AT THE SOUTHEAST CORNER OF THE CURB INLET LOCATED NEAR THE SOUTHWEST CORNER OF THE SUBJECT PROPERTY. ELEVATION = 454.55' INITIAL POINT FOUND 2" IRON PIPE go M1_ I a y-Mmm" Item .. f .. D ....... e LOT ..... 1 CD SITE .... N.......... Q i r Q �� • • 0 KDA E SEWA D 0� MANSFI LD C/) PROPOSED 7' a OAKD LE w KIRK CROS Y PUE 4, � - SPACE - 4, 95 S.F. J� M CLOVER < CLO 2OPFN o o w J ���P w BLAC ST E D�L AL v R QELROSE AVE S. T i y � ALLEN > ALLEN (n 456.50 45.6.50 Np�l 2500 HAYDE a- F. S. r . BRIDGE >- o v CAMBRID RIVER RIVER KNOLL -R© S �- MP w JOLANDA n °a w o o ¢ RD MINT ME DOW � = CHEEK F=- n YENTq ° > o 'n ° GREENVALE � w 2500 OLD ORC AR _ C° _ GUY LEE < WOODLANE a Q °w (A HAYDEN V BRIDGE V) SCHOOL Lu LINDALE Z V ST o _, V ST. _r 0 ,,i U -- U ST �? o M Q PAGE o OTTO Q� w m SCHOOL m �� GREEN t i LOCHAVEN , � 0 Z T T. C° °� GE ° �AWNR�DGE B�iNG�� Z SCOTTS GLEN z ° Q - NORTHRf RAM �v N ° o SHAD S ST T ST. T S ° CARRIAGE SHELLY Q z S ST S oo T T. '- °o ST. 2000 R ST � ST 2000 INTERSTATE 105 �' '- _' _, Li o R QU�NAL _ � _ ~ � � _ o � r Q ST (0 QM-� DR QUINALT CE NIGHTHAW MOFFIT MOFFIT z PLE SANT PIEQMONT SPRINGFIELD MALL OLYMPIC z PACfFi OL MP C SCHOOL 1500 � OLYMPIC �y N Co ST. ST. w Ez CENTENNIAL M = N HAMLIN N '' Sr. Q ST. FIELD v~i M ST. Y U SCO T ST. 13LVD 7-1 HAMLIN cun) 1500 N SCHOOL ° L ST. a GIN LO ti G K ST. ° ° ,°n h 'z' '- o~ cN �� L ST o P�' x _ U' --D BROADW Y pp a, Z� CENTENNIAL JANUS w J T o o° J ST. PARKER -- r v m F- -ri Vlu"'�INIT V, MAP CONSTRUCTION NOTES NU OWALC 0 CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK I2 CONSTRUCT 6" CURB & GUTTER �3 CONSTRUCT 6" CURB ONLY 0 CONSTRUCT 4" THICK CONCRETE SIDEWALK CONSTRUCT STANDARD DRIVEWAY PER CITY SIDS. 3 -22 CONSTRUCT 3' WIDE CONCRETE VALLEY GUTTER O7 INSTALL 3" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL �8 INSTALL 6" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL INSTALL 12" DIA. INLET PER DETAIL HEREON 10 INSTALL 6" CLEANOUT 11 INSTALL 6" PVC SDR 35 SANITARY SEWER OR APPROVED EQUAL 12 CONSTRUCT BIO -SWALE PER DETAIL HEREON 13 CONSTRUCT 2' WIDE OPENNING IN CURB 14 INSTALL 2' WIDE RIP RAP APRON 15 CONNECT TO EXISTING INLET 16 CONSTRUCT 1/2" LIP IN CURB 17 INSTALL 6" CAST IRON DRAIN 18 INSTALL 6" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL 19 INSTALL WHEEL STOP 20 INSTALL 6" CAST IRON WATER LINE, GATE VALVE AND FIRE HYDRANT @) INSTALL 4" CAST IRON FIRE LINE AND DOUBLE CHECK DETECTOR BACKFLOW ASSEMBLY 22 INSTALL 2" WATER SERVICE, METER AND REDUCED PRESSURE BACKFLOW ASSEMBLY 30 INSTALL 2" PVC ELECTRICAL CONDUIT @) INSTALL 3" PVC ELECTRICAL CONDUIT 32 INSTALL "J" BOX 33 ELECTRICAL TRANSFORMER BY OTHERS 01-11*601 PVC AREA DRAIN BY NYLOPLAST OR APPROVED EQUAL 45° PIPE SIZE PER PLAN IE =PER I 45° PLAN 1. TAX LOT 17- 03 -26 -14 -3808. THE SUBJECT SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION AREA. 3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED ON THE SOUTHEAST CORNER OF THE SITE. 5• IMPERVIOUS AREAS: TOTAL - 25,450 S.F. (BUILDING = 6,990 S.F., PAVING = 15,820 S.F., GARAGE = 2,640 S.F.) 6. TOTAL AREA = 45,350 S.F. 7. ESTIMATED EARTHWORK: FILL = 150 C.Y., CUT = 50 C.Y. 8. GROSS RESIDENTIAL FLOOR AREA = 17,760 S.F., REQUIRED OPEN SPACE - 4,440 S.F., OPEN SPACE PROVIDED = 4,995 S.F. WELLHEAD PROTECTION NOTES: Any chemical spills or leaks must be cleaned up immediately and clean -up materials disposed off -site and in accordance with Lane County and DEQ requirements. In every case, care shall be taken to prevent groundwater contamination. DNAPL Prohibition: The contractor and all subcontractors are required to provide the owner's engineer with copies of MSDSs for all chemicals proposed for use on -site prior to use or delivery to the property. Based on these MSDSs, the engineer will determine if the chemical is approved for use on this site (i.e., whether or not the product contains DNAPLs). The engineer may contact the SUB Drinking Water Source Protection Coordinator (744 -3745) with any questions about evaluating products for DNAPLs. A copy of the MSDS for all chemicals used on the project will remain on the job site as required by law. Chemical handling, storage, and use: Contractors /developers shall be responsible for the safe handling and storage of chemicals, petroleum products, and fertilizers and the prevention of groundwater and storm water runoff contamination. Chemicals used during construction, including point and cleaning materials /wastes, must not enter the soil or be washed into the storm water system. All chemicals should be stored in adequate secondary containment. Equipment maintenance and fueling: Precautions must be taken to prevent fluid - containing equipment located outside from leaking, including providing a dedicated area for fueling and maintenance Of equipment. This area should be prepared and maintained in a way that prevents spills or leaks from migrating to the soil or storm water drainage system. No fill materials containing hazardous materials shall be used on this site. LINE TOP OF SWALE WITH LLJ EXISTING ;j, Q JUTE EROSION BLANKET � 3:1 SLOPE GROUND Q TYP. It ----- - - - - -- rr -F „ _ -iii ----- - - - - -- -- - - - - -- ----- - - - - -- - - - - -- �r - 24" TOPSOIL 6" SAND J 2' � NATIVE SOIL TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS: 75 -80 PERCENT TALL OR MEADOW FESCUE 10 -15 PERCENT SEASIDE /COLONIAL BENTGRASS 5 -10 PERCENT REDTOP 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOH LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40 -50 %) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM fOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. 12 BIO-SWALE DETAIL NO SCALE DOOMED GRATE (NOT SHOWN) REMOVABLE ELBOW T C CN z 12 NOTES: 1 - TRAP TO BE REMOVABLE TO ALLOW FOR FULL ACCESS TO OUTLET PIPE. 2 - FRAMES, GRATES, HOODS, &BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 -50 -05 3 - THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321. 4 - PVC AREA DRAIN BASIN SHALL BE OREGON PLUMBING CODE APPROVED. g INLET SCALE DETAIL NOTES 1) PRELIMINARY TITLE REPORT FROM CASCADE TITLE COMPANY, REPORT NO. 0274580, DATED AS OF APRIL 24, 2012 WAS USED TO LOCATE EASEMENTS SHOWN HEREON. 2) RESERVATION OF 1/2 OF THE OIL AND MINERAL RIGHTS TO UNION CENTRAL LIFE INS. CO. BY INSTRUMENT RECORDED JUNE 27, 1944 IN BOOK 269, PAGE 651 AND NOTICE OF INTENT TO PRESERVE MINERAL RIGHTS, RECORDED DECEMBER 20, 2002, RECEPTION NO. 2002- 099258 MAY EFFECT THE SUBJECT PROPERTY. 3) COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED FEBRUARY 7, 1945 IN BOOK 282, PAGE 538 MAY EFFECT THE SUBJECT PROPERTY. 4) DEVELOPMENT AGREEMENT FOR IMPROVEMENTS ALONG "Q" STREET RECORDED FEBRUARY 6, 1979, RECEPTION NO. 7907150 MAY EFFECT THE SUBJECT PROPERTY. ELEVATION DATUM ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD VERTICAL CONTROL POINT NO. 340 (11TH /Q), A CHISLED SQUARE AT THE SOUTHEAST CORNER OF THE CURB INLET LOCATED NEAR THE SOUTHWEST CORNER OF THE SUBJECT PROPERTY. ELEVATION = 454.55' INITIAL POINT FOUND 2" IRON PIPE go M1_ I a y-Mmm" Item LIJ w 5' WIDE P.U.E., REEL 1073R, INSTR. NO. 8025022 14' WIDE SANITARY SEWER EASEMENT REEL 541R, INSTR. NO. 55841 •iii It E 92.00' ;\ f TIJ"._rT I \-A4556..31 45631 - - -- 0 454.2 456.30 456.24 456.31 T N FL 3.21' , T.C. T. C. 3 T. C. ------------------------- 456.63 3 456.1 456.07 456.07 11 T. C. . T C. F. S. � - 4 -- - - - - -- � 56.01 ' � T. 455.99 456:30 455.94 T. C. 1 T. C. �,. C. T. C. 455.63 � 455: 60 455.0 _2 INV. T.C. 11 455.55 � � ,per, � �.; , R �' 3 455.50 T. C. All, T. C. $s 455.57 � T. C. 32 T.C. 3 7 I 2 456.30 455.94 TRASH 45d 48 SANITARY SEWER MAN14OLE RIM: 456.67' h-1-1 44 T. C. 16 T. C. T. C.:: T. C. I ------------------- - - - - -- NCL. 18 ( 17 A.G. ' 13 12 455.52 19 454.84 9.85' z 3 T. C. F.L. °o CD 32 I ------------------- - - - - -- 14 0 456.30 455.94 456.05 C. T. C. 455.67 3 T. C. 7 I T. C. 3 7 PROPOSED 7' II Y PUE II 456.30 455.94 T.C. y SCALE: 1" = 20' co b. I T.C. 1 % CD o� 0__I 3 1 o, x" z ;j � O Lo t { I 456.30 455.98 o 45-6--. F. F. C. T. C. F v y_ 6 d- z I I III 32 3 U' o L� III 456.30 456.04 0 31 I T. C. T. C. CD - -- 18 I I { 456.30 3 II{ T.C. _-G. B.___ 7' III 18' 1 24' 10' 1% �. - -- ------------------ 21.01' ' ' I CL T.C. 456.05 7 I - ------------------ f- � T. C. i (I 9.99 I � 12 30 - 456.00 ----------------------- ' T. C., H.P. 456.12 4 I I 2 455.82 3 T. C. 00 N 12 T. C. &453.95 T.G. 6; I I - ------ - - - - -- ---- - - - - -- 8 455.32 ----- - - - - -- -- - - 454.7 F.L. 454.05 455.05 455.16 455.62 455.7 TOP BANK 53.05 INV. INV. I I T.C. T C T. C. T.C. 455.15 T. t (:�k 15 453.0 ( T.C. T.C. -_ _ 454.2 INV. FT- INV. - - - - - 454.4 455.32:, 45.38 7 �, 8" PIPE. 9 °00'00" E LE_ 4!3 01� ....... -� 175.00' w.r{ ,._.._.- _._._._.. - --- __._..... ___...._.._... 8° S D i 8° S D 30 e , Ex - - / y I _J r _ _._ ........_._.__.__._ _____.____ _.__.._.._ .__. EX. 6" C.I. WATER PROPOSED 7' WIDE P.U.E. 5 EXISTING 5' WIDE P.U.E. PROPOSED 7' WIDE P.U.E. CURB INLET M: 454.57' 454.52 455.10 455.16 454.58 - RI I.E.: 452.77'(5) 22 21 20 F. L, F. S. F. S. F.L. 452.67'(N,E) 452.57'(W) RELOCATE GUY WIRE (BY OTHERS) 4" STREET (MARCOLA ROAD) 4 ■ J10yWA FOUND 5/8" IRON REBAR n i i w p-, i .. f .. ....... e LOT ..... 1 CD .... N.......... i r • • r C/) PROPOSED 7' s PUE `° - SPACE - 4, 95 S.F. o M 2OPFN FF C_n rn z { ^ PROPOSED 7' r PUE 456.50 45.6.50 $' F. S. r . EX. 8" S.S. F. S. LIJ w 5' WIDE P.U.E., REEL 1073R, INSTR. NO. 8025022 14' WIDE SANITARY SEWER EASEMENT REEL 541R, INSTR. NO. 55841 •iii It E 92.00' ;\ f TIJ"._rT I \-A4556..31 45631 - - -- 0 454.2 456.30 456.24 456.31 T N FL 3.21' , T.C. T. C. 3 T. C. ------------------------- 456.63 3 456.1 456.07 456.07 11 T. C. . T C. F. S. � - 4 -- - - - - -- � 56.01 ' � T. 455.99 456:30 455.94 T. C. 1 T. C. �,. C. T. C. 455.63 � 455: 60 455.0 _2 INV. T.C. 11 455.55 � � ,per, � �.; , R �' 3 455.50 T. C. All, T. C. $s 455.57 � T. C. 32 T.C. 3 7 I 2 456.30 455.94 TRASH 45d 48 SANITARY SEWER MAN14OLE RIM: 456.67' h-1-1 44 T. C. 16 T. C. T. C.:: T. C. I ------------------- - - - - -- NCL. 18 ( 17 A.G. ' 13 12 455.52 19 454.84 9.85' z 3 T. C. F.L. °o CD 32 I ------------------- - - - - -- 14 0 456.30 455.94 456.05 C. T. C. 455.67 3 T. C. 7 I T. C. 3 7 PROPOSED 7' II Y PUE II 456.30 455.94 T.C. y SCALE: 1" = 20' co b. I T.C. 1 % CD o� 0__I 3 1 o, x" z ;j � O Lo t { I 456.30 455.98 o 45-6--. F. F. C. T. C. F v y_ 6 d- z I I III 32 3 U' o L� III 456.30 456.04 0 31 I T. C. T. C. CD - -- 18 I I { 456.30 3 II{ T.C. _-G. B.___ 7' III 18' 1 24' 10' 1% �. - -- ------------------ 21.01' ' ' I CL T.C. 456.05 7 I - ------------------ f- � T. C. i (I 9.99 I � 12 30 - 456.00 ----------------------- ' T. C., H.P. 456.12 4 I I 2 455.82 3 T. C. 00 N 12 T. C. &453.95 T.G. 6; I I - ------ - - - - -- ---- - - - - -- 8 455.32 ----- - - - - -- -- - - 454.7 F.L. 454.05 455.05 455.16 455.62 455.7 TOP BANK 53.05 INV. INV. I I T.C. T C T. C. T.C. 455.15 T. t (:�k 15 453.0 ( T.C. T.C. -_ _ 454.2 INV. FT- INV. - - - - - 454.4 455.32:, 45.38 7 �, 8" PIPE. 9 °00'00" E LE_ 4!3 01� ....... -� 175.00' w.r{ ,._.._.- _._._._.. - --- __._..... ___...._.._... 8° S D i 8° S D 30 e , Ex - - / y I _J r _ _._ ........_._.__.__._ _____.____ _.__.._.._ .__. EX. 6" C.I. WATER PROPOSED 7' WIDE P.U.E. 5 EXISTING 5' WIDE P.U.E. PROPOSED 7' WIDE P.U.E. CURB INLET M: 454.57' 454.52 455.10 455.16 454.58 - RI I.E.: 452.77'(5) 22 21 20 F. L, F. S. F. S. F.L. 452.67'(N,E) 452.57'(W) RELOCATE GUY WIRE (BY OTHERS) 4" STREET (MARCOLA ROAD) 4 ■ J10yWA FOUND 5/8" IRON REBAR n i i w p-, i LLJ °f CL IL • r N o M pp O co 0 Q X o � :. 0 N z I Q Li U) � Qo 0 0 0 0 w w Z W z 0 U o 0 ® A o Ww� d- W Q � Z U 00 �o ti Z O� W Zo 0 LO 11j )Z W r► Z Z Cn P Q CL CD C/5 j o IX Re #18240 PE ON ���� �F�• 31,�9�� ONY J EXPIRES DEC. 31, 2015 SHEET 2 OF 3 i r • • LLJ °f CL IL • r N o M pp O co 0 Q X o � :. 0 N z I Q Li U) � Qo 0 0 0 0 w w Z W z 0 U o 0 ® A o Ww� d- W Q � Z U 00 �o ti Z O� W Zo 0 LO 11j )Z W r► Z Z Cn P Q CL CD C/5 j o IX Re #18240 PE ON ���� �F�• 31,�9�� ONY J EXPIRES DEC. 31, 2015 SHEET 2 OF 3 wo :re a W C) (1) 's S f 5 £ EXAMPLE BIOSWALE GROUND LAYER JUNCUS EFFUSUS (RUSH) 2 ROWS, 24" O.C./4" POTS. SIDE SLOPES 1. CORNUS STOLONIFERA (REDTWIG DOGWOOD) 1 GALLON. 2. SALIX PURPUREA (DWARF PURPLE OSIER WILLOW) 1 GALLON. 3. SPIREA JAPONICA (GOLD MOUND SPIREA) 1 GALLON. 4. PHYSOCARPUS CAPITATUS (NINEBARK) 1 GALLON. SIDE SLOPES TO BE PLANTED AS FOLLOWS: IN GROUPS OF 3 OR 5 LIKE SHRUBS, PLANTED 36" O.C., STAGGERED ALONG SIDE SLOPE. SOD GRASS ON EITHER SIDE OF SWALE TO BE INSTALLED ALL THE WAY TO TOP EDGE OF SWALE. I�rM 24" TOPSOIL 6" SAND LINE TOP OF SWALE WITH JUTE EROSION BLANKET EXISTING Ln 3 :1 SLOPE GROUND ? TYP. -- --- -- -- --- - -- -- 1� -i t i ---- - --- 2' NATIVE SOIL 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM Of 0.20 (I.E., 40 -50 %) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. B10—SWALE1 DETAIL NO SCALE PLAIT LEGEND k 3r�x„ RUSH (4" POTS) REDTWIG - 1 GALLON (49 EA.) SPIREA - 1 GALLON (46 EA.) NINEBARK - 1 GALLON {39 EA.} -. WILLOW - 1 GALLON (38 EA.) Y fk STREET TREES ON "Q" STREET SHALL BE ACER RUBRUM(RED MAPLE) 1.5 GALLON (4 EA.) ARBORVITAE - 1 GALLON (94 EA.) 1. TAX LOT 17- 03 -26 -14 -3808. THE SUBJECT SITE IS NOT LOCATED WITHIN THE WELLHEAD PROTECTION AREA. 3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED 300 FEET TO THE WEST ON THE NORTH SIDE OF MAIN STREET. 5. IMPERVIOUS AREAS: TOTAL = 25,450 S.F. (BUILDING = 6,990 S.F., PAVING = 15,820 S.F., GARAGE = 2,640 S.F.) 6. TOTAL AREA = 45,350 S.F. IQ" STREET (MARCOLA ROAD) i W i <c W ° .' z cn t5� (D LLJ D �..{ V t S f 5 £ EXAMPLE BIOSWALE GROUND LAYER JUNCUS EFFUSUS (RUSH) 2 ROWS, 24" O.C./4" POTS. SIDE SLOPES 1. CORNUS STOLONIFERA (REDTWIG DOGWOOD) 1 GALLON. 2. SALIX PURPUREA (DWARF PURPLE OSIER WILLOW) 1 GALLON. 3. SPIREA JAPONICA (GOLD MOUND SPIREA) 1 GALLON. 4. PHYSOCARPUS CAPITATUS (NINEBARK) 1 GALLON. SIDE SLOPES TO BE PLANTED AS FOLLOWS: IN GROUPS OF 3 OR 5 LIKE SHRUBS, PLANTED 36" O.C., STAGGERED ALONG SIDE SLOPE. SOD GRASS ON EITHER SIDE OF SWALE TO BE INSTALLED ALL THE WAY TO TOP EDGE OF SWALE. I�rM 24" TOPSOIL 6" SAND LINE TOP OF SWALE WITH JUTE EROSION BLANKET EXISTING Ln 3 :1 SLOPE GROUND ? TYP. -- --- -- -- --- - -- -- 1� -i t i ---- - --- 2' NATIVE SOIL 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM Of 0.20 (I.E., 40 -50 %) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. B10—SWALE1 DETAIL NO SCALE PLAIT LEGEND k 3r�x„ RUSH (4" POTS) REDTWIG - 1 GALLON (49 EA.) SPIREA - 1 GALLON (46 EA.) NINEBARK - 1 GALLON {39 EA.} -. WILLOW - 1 GALLON (38 EA.) Y fk STREET TREES ON "Q" STREET SHALL BE ACER RUBRUM(RED MAPLE) 1.5 GALLON (4 EA.) ARBORVITAE - 1 GALLON (94 EA.) 1. TAX LOT 17- 03 -26 -14 -3808. THE SUBJECT SITE IS NOT LOCATED WITHIN THE WELLHEAD PROTECTION AREA. 3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED 300 FEET TO THE WEST ON THE NORTH SIDE OF MAIN STREET. 5. IMPERVIOUS AREAS: TOTAL = 25,450 S.F. (BUILDING = 6,990 S.F., PAVING = 15,820 S.F., GARAGE = 2,640 S.F.) 6. TOTAL AREA = 45,350 S.F. 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