west circle storage

WEST CIRCLE STORAGE Rochester, Minnesota

WSB & Associates, Inc. Project No ....... . Issue Date ............................................... .

011637-000 JUNE 11th, 2018; ISSUED FOR RESTRICTED DEVELOPMENT CUP

THIS PLAN SET HAS BEEN PREPARED FOR:

TOWNER COMPANIES 3059 LAKE VISTA DRIVE NW

ROCHESTER, MN 55901 (507) 993-9351

Sheet List Table SHEET NUMBER SHEET TITLE

CJ001 CIVIL TITLE SHEET

CD101 EXISTING CONDITIONS & DEMOLITION PLAN

CS101 SITE PLAN

CS110 SITE PHOTOMETRICS PLAN

CS111 LIGHTING DATA SHEETS

CS501 SITE DETAILS

CS502 SITE DETAILS

CS503 SITE DETAILS

CS504 SITE DETAILS

CG101 GRADING PLAN

CG102 STORM SEWER PLAN

CG110 EROSION CONTROL PLAN

CG501 GRADING & EROSION CONTROL DETAILS



CG111 SWPPP

CU101 UTILITY PLAN

CU201 PUBLIC WATERMAIN PLAN

CU501 UTILITY DETAILS

LS101 LANDSCAPE PLAN

A201 ARCHITECTURAL BUILDING ELEVATIONS







GENERAL NOTES

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND REQUIREMENTS OF THE DETAILED SPECIFICATIONS.

2. OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PAY ALL PERMIT AND OTHER ASSOCIATED FEES REQUIRED BY LOCAL, STATE AND FEDERAL AGENCIES.

3. EXISTING SITE INFORMATION WAS TAKEN FROM A BOUNDARY AND TOPOGRAPHIC SURVEY COMPLETED BY WSB & ASSOCIATES, ROCHESTER, MN DATED MARCH 7TH, 2016. ACTUAL FIELD CONDITIONS MAY VARY. VERIFY ALL FIELD CONDITIONS INCLUDING LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. NOTIFY THE OWNER AND ARCHITECT OF ANY DISCREPANCIES AFFECTING THE SCOPE OF THIS CONTRACT. SEE SURVEY FOR BENCHMARK INFORMATION. PROTECT ALL PROPERTY CORNERS. RELOCATE BENCHMARKS AS NECESSARY WITH NEW BENCHMARK LOCATIONS WITHIN A TOLERANCE OF 0.010 VERTICAL FEET.

4. REFER TO GEOTECHNICAL REPORT PREPARED BY CHOSEN VALLEY TESTING, INC. ROCHESTER, MINNESOTA DATED MARCH16, 2018 FOR SOIL BORING LOCATIONS AND RECOMMENDATIONS.

5. THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY MARKING AUTHORITY PRIOR TO CONSTRUCTION.

THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES HAS BEEN

DESIGNATED UTILITY QUALITY LEVEL D. THESE QUALITY LEVELS WERE

• WSB WSB PROJECT NO.:

011637-000

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DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, 0 ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND ~ /tn

DEPICTION OF EXISTING SUBSURFACE DATA". THE CONTRACTOR IS~ e /, DETERMINE THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MA <:f'\ (91"\,

DEEMED NECESSARY TO AVOID DAMAGE THERETO. -<:: x:.~vv ..,,,. CIVIL TITLE

SHEET

EXISTING LEGAL DESCRIPTION: LOT 1, BLOCK 1, CIVIC CENTER PLAZA 1ST ADDITION

OLMSTED COUNTY, MINNESOTA

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CJ001

I '

EXISTING CONDITION/DEMOLITION NOTES

1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID TO BECOME FAMILIAR WITH ALL SITE CONDITIONS. ALL SURFACE FEATURES THAT CONFLICT WITH PROPOSED CONDITIONS SHALL BE REMOVED OR RELOCATED WHETHER OR NOT SHOWN ON SURVEY OR SPECIFICALLY CALLED OUT. THIS INCLUDES BUT IS NOT LIMITED TO CLEARING AND GRUBBING.

2. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION (SEE GRADING AND DRAINAGE PLAN).

3. MAINTAIN FIRE ACCESS WITHIN 150 FEET OF EXTERIOR AREAS OF ALL BUILDINGS DURING CONSTRUCTION.

4. THE CONTRACTOR SHALL REFER TO THE MUTCD FOR TRAFFIC CONTROL REQUIREMENTS. THE CONTRACTOR MAY BE REQUIRED TO PHASE CONSTRUCTION TO MINIMIZE DISRUPTION TO TRAFFIC AND MAINTAIN SITE SAFETY. CONSTRUCTION OPERATIONS SHALL BE PERFORMED IN A WAY TO MINIMIZE THE DISRUPTION TO THE NORMAL FLOW OF TRAFFIC ON ALL STREETS, ALLEYS, AND PUBLIC BUILDING ACCESS.

5. THE CONTRACTOR SHALL OBTAIN AND CONFORM TO ALL PERTINENT CITY, COUNTY AND STATE DETAILS, SPECIFICATIONS, PERMITS, AND COORDINATE INSPECTIONS AS REQUIRED BY THE GOVERNING BODY DURING THE ENTIRE PROJECT DURATION

6. CONTACT PUBLIC AND PRIVATE UTILITY OWNERS A MINIMUM OF 72 HOURS PRIOR TO THE START OF WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT ALL EXISTING UTILITIES AND TOPOGRAPHIC FEATURES NOT SCHEDULED FOR REMOVAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR REPAIRING DAMAGE TO EXISTING UTILITIES, RELOCATING, WORKING AROUND, OR PROTECTING EXISTING UTILITIES OR OTHER APPURTENANCES.

7. COORDINATE WITH PRIVATE UTILITY COMPANIES (ELECTRIC, GAS, COMMUNICATIONS) FOR TERMINATION REMOVAL AND OR RELOCATION OF EXISTING SERVICES THROUGHOUT SITE AND REPLACEMENT WITH NEW SERVICES FOR THE PROPOSED DEVELOPMENT.

8. REMOVE TOPSOIL WITHIN LIMITS OF CONSTRUCTION. STOCKPILE ON-SITE FOR USE IN AREAS NOT SCHEDULED FOR BUILDING, PAVEMENT, OR SIDEWALK.

9. A DIAMOND EDGE SAW BLADE SHALL BE USED FOR CUTTING ALL PAVEMENT MARKED FOR REMOVAL.

10. SAWCUT EXISTING PAVEMENT WHICH ABUTS ALL NEW PAVEMENTS TO PROVIDE A STRAIGHT VERTICAL EDGE.

11 . PROTECT BY WHATEVER MEANS REQUIRED ALL FENCES, SIGNS, STRUCTURES, DRIVES, SIDEWALKS, STREETS, BUSHES, TREES, ETC. WHICH ARE NOT DESIGNATED FOR REMOVAL, OR OUTSIDE THE LIMITS OF CONSTRUCTION.

12. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE INCURRED DURING CONSTRUCTION . THIS INCLUDES, BUT IS NOT LIMITED TO, DAMAGE CAUSED BY SUBCONTRACTORS TO THE GENERAL CONTRACTOR. REPAIRS SHALL EQUAL OR EXCEED THE QUALITY OF EXISTING CONDITIONS.

13. CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL ITEMS NECESSARY TO ACCOMMODATE THE PROPOSED IMPROVEMENTS WHETHER SPECIFICALLY CALLED OUT BY NOTE OR NOT.

14. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES ARE APPROXIMATE OR MAY NOT BE INDICATED IN THESE PLANS. UNDERGROUND FACILITIES, WHETHER INDICATED OR NOT, SHALL BE LOCATED PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, PAVEMENT AND OTHER IMPROVEMENTS. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED STREETS CAUSED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, IN ACCORDANCE WITH ST. LOUIS PARK PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION .

15. ALL DEBRIS AND REFUSE RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE HAULED OFF-SITE AND DISPOSED OF PROPERLY AT THE CONTRACTOR'S EXPENSE.

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NORTHWEST COMMERCIAL CENTER OUTLOT F (18.32 ACRES)

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GENERAL NOTES

1. ALL WORK SHALL .BE DONE IN ACCORDANCE WITH THE PLANS AND REQUIREMENTS OF THE DETAILED SPECIFICATIONS.

2. OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. THE CONTRACTOR

~~ti~ ~~6 ~~~~~~~~c:EN~c?E~HER ASSOCIATED FEES REQUIRED BY LOCAL,

3. EXISTING SITE INFORMATION WAS TAKEN FROM A BOUNDARY AND TOPOGRAPHIC SURVEY COMPLETED BY WSB & ASSOCIATES, ROCHESTER, MN , DATED MARCH 7TH, 2016. ACTUAL FIELD CONDITIONS MAY VARY. VERIFY ALL FIELD CONDITIONS INCLUDING LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. NOTIFY THE OWNER AND ARCHITECT OF ANY DISCREPANCIES AFFECTING THE SCOPE OF THIS CONTRACT. SEE SURVEY FOR BENCHMARK INFORMATION. PROTECT ALL PROPERTY CORNERS. RELOCATE BENCHMARKS AS NECESSARY WITH NEW BENCHMARK LOCATIONS WITHIN A TOLERANCE OF 0.010 VERTICAL FEET.

4. THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY MARKING AUTHORITY PRIOR TO CONSTRUCTION.

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EXISTING CONTOURS

EXISTING WATERMAIN

EXISTING WATER MANHOLE

EXISTING HYDRANT

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER MANHOLE

EXISTING SANITARY SEWER FORCE MAIN

EXISTING STORM SEWER

EXISTING STORM SEWER MANHOLE/CATCH BASIN

EXISTING UNDERGROUND TELEPHONE

EXISTING TELEPHONE MANHOLE

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD ELECTRIC

EXISTING UNDERGROUND GAS

REMOVAL LEGEND

--cL--

0 D

CONSTRUCTION LIMITS

SAW CUT BITUMINOUS PAVEMENT (FULL DEPTH)

REMOVE ALL PAVEMENT & CURBING

REMOVE CURB & GUTTER

0 40 80 H:

SCALE IN FEET

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~ WSB

WSB PROJECT NO.: 011637-000

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EXISTING CONDITIONS &

DEMOLITION PLAN

CD101

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KEYNOTES

(D B618 CURB AND GUTTER. (SEE 5/CS502)

0 URBAN TYPE CURB & SIDEWALK (SEE 1/CS501)

® CONCRETE PAVEMENT SECTION. (SEE DETAIL 4/CS501)

© CONCRETE JOINTS, TYPICAL. (SEE 2/CS504)

® CONCRETE SIDEWALK & SECTION. (SEE DETAILS 3/CS502)

© CONCRETE SIDEWALK JOINTS. (SEE 4/CS502)

0 COMMERCIAL CONCRETE DRIVEWAY APRON. (SEE DETAIL 3/CS501)

© ACCESSIBLE PARKING STALL AND SIGNAGE. (SEE DETAILS 6/CS501, 7/CS501 , 8/CS501)

® ® ®

@

® ® ® ® ® ® ®

ACCESSIBLE CURB RAMP. (SEE DETAIL 6/CS501)

PAINTED PARKING STRIPE, 4" WIDE, WHITE; TYPICAL.

MEET & MATCH EXISTING PAVEMENT AND CONCRETE CURB & GUTTER. WHEN REMOVING EXISTING CURB. CONTRACTOR SHALL REMOVE A MINIMUM OF TWO FEET OF BITUMINOUS TO ENSURE PROPER COMPACTION.

RETAINING WALL TO BE DESIGNED BY OTHERS. (SEE DETAIL 5/CS503).

6' BLACK WROUGHT IRON FENCE & GATES. (SEE DETAIL 1/CS504).

6' CHAIN LINK FENCE (PROVIDED & INSTALLED BY OWNER).

PROPOSED PROPERTY LINE.

PIPE BOLLARD (SEE DETAIL 5/CS502)

ELECTRICAL TRANSFORMER PAD. (SEE DETAIL 6/CS503)

ELECTRICAL SWITCHGEAR PAD. (SEE DETAIL 6/CS503)

LIGHTING STRUCTURES. SEE SHEETS CS110 & CS111 FOR LIGHTING INFO AND SPECIFICATIONS.

22

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LABEL AC

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0 MR -' cc 0 IC Zo D IO::: DC u- E UJ I EC I- I- F o::: ~ FC UJ ex: G I- <( GC <f) a...

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0 OFFI

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@ MONUMENT SIGN LOCATION. (SEE DETAIL 7/CS503).

@ BUILDING SETBACK LINE

DIMENSIONAL PARKING STANDARDS STANDARD PARKING STALL DIMENSION - 9FT x 17.33FT

ACCESSIBLE PARKING STALL DIMENSION - 9FT x 17.33FT

@ LANDSCAPE AREA (REFER TO LS101 FOR LANDSCAPE PLANT MATERIAL)

@ ENTRY/EXIT KEY PADS OFFSET 15' FROM IRON GATES & FENCE.

DIMENSIONAL DRIVE AISLE STANDARDS ALL DRIVE AISLE ARE TO BE CONSIDERED TWO WAY TRAFFIC UNLESS NOTED WITH DIRECTIONAL ARROWS TO BE PAINTED ON THE SURFACE NOTING ONE WAY TRAFFIC DIRECTION.

SITE CAPACITY CALCULATIONS LOCATION: EXISTING PARCEL PIN:74.28.20.80106 ZONING: EXISTING M-2 INDUSTRIAL DISTRICT PROPOSED M-1 MIXED COMMERCIAL AND INDUSTRIAL DISTRICT ZONING DISTRICT STANDARD USE: SELF SERVICE STORAGE

BASE SITE AREA: 142,653 SF 3.27 ACRES RESOURCE PROTECTION AREA: POND: 3,245.0 X 100% = 3,245.0 SF TOTAL RESOURCE PROTECTION: 3,245.0 SF NET BUILDABLE AREA: 139,408 SF 3.2 ACRES

BUILDING SUMMARY: (REFER TO TABLE BELOW) BUILDINGS A-K 53,390 SF REFER TO SHEET A201 AND A207 FOR BUILDING HEIGHTS OF INDIVIDUAL STRUCTURES

FLOOR AREA RATIO (FAR) : RATIO SQUARE FEET PERMITIED F.A.R: • SO 69,427.85 SF PROPOSED F.A.R: .38 53,390 SF

PARKING PER STORAGE FACILITY: 1 PER EMPLOYEE (LARGEST SHIFT) 2 STALLS 1 PER 200 UNITS (382 UNITS) 2 STALLS TOTAL REQUIRED: 4 STALLS TOTAL PROPOSED: 5 STALLS

594.55 OUTLOT E

REQUIRED SETBACK PROPOSED SETBACK FRONT YARD (SCOTT ROAD NW) 25' 117.5 SIDE YARD (EAsn O' 6' SIDE YARD (WEST) O' 10.94' REAR YARD (NORTH) O' 10.56'

BUFFERYARD VII: SCOTT ROAD NW= S1 BOULEVARD TREES 167.76 LF/35 =5TREES

ORDINANCE REQUIREMENT FOR G BUFFERYARD BETWIEEN USE AND MAJOR ROAD NOT APPLICABLE. SCOTT ROAD IS CLASSIFIED "OTHER LOCAL ROAD"

NO OTHER BUFFERYARDS ARE REQUIRED.

LANDSCAPE AREA: REQUIRED 8% PROPOSED 21%

11 ,412 SF 30,311 SF

SIGNAGE:TYPE C (REFER TO SHEET CS503 FOR MONUMENT SIGN DETAIL AND SHEETS A207 AND CS503 FOR BUILDING EXTERIOR)

__ <i!f _____________

I N00-00'2 1 "W 533 .23 L---------------------

EXTERIOR LIGHTING: TYPE B (REFER TO SHEETS CS110 AND CS111 FOR LIGHTING DATA SHEETS)

EXTERIOR STORAGE: TYPES ALL STORAGE WILL BE CONTAINED WITHIN THE BUILDINGS. REFUSE WILL BE CONTAINED WITHIN BUILDING A

HOURS OF OPERATION: 24 HOUR

0 BOULEVARD TREE PLANTING TO BE FULFILLED WITH THE CASH IN LIEU OF PLANTING PAYMENT

LEGEND

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->-->-

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-- UGT--

-- UGE--

--FIO--

-- GAS--

SITE PLAN NOTES

CONCRETE WALK

CONCRETE PAVEMENT

6' BLACK WROUGHT IRON FENCE

6' CHAIN LINK FENCE FENCE


EXISTING STORM

EXISTING WATER MAIN

EXISTING HYDRANT



EXISTING FIBER OPTICS


WATERMAIN EASEMENT LINE

1. SEE SHEET CJ001 FOR CIVIL GENERAL NOTES.

2. SEE SHEET CD101 FOR EXISTING CONDITIONS & DEMOLITION PLAN .

3. SEE ARCHITECTURAL PLAN AND LANDSCAPE PLANS FOR ADDITIONAL SITE PLAN FEATURES .

4. DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT AND EXTERIOR FINISH FACE OF STRUCTURES UNLESS OTHERWISE NOTED.

5. REFER TO ARCHITECTURAL AND/OR STRUCTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS, STOOP AND RAMP LOCATIONS.

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30

IN

60

FEET

PHASE I & 2 - UNIT MIX UNIT SIZE # UNITS % SQ. FEET INSULATED

PROPOSED STORMWATER

BASIN -on ~ 5 X 5 2 0.5 50 y 5 X 10 40 10.5 2000 N 5 X 10 35 9.2 1750 y

?)'.

~'%>-5 X 10 3 0.8 150 y 5 X 15 8 2.1 600 y 10 X 5 4 1.0 200 y 10 X 10 72 18.8 7000 N 10 X 10 51 13.4 5100 y 10 X 15 29 7.6 4350 N 10 X 15 12 3.1 1800 y 10 x20 50 13.1 10000 N 10 x20 23 6.0 4600 y 10 X 25 21 5.5 5250 N 10 X 25 10 2.6 2500 y 10 X 30 3 0.8 900 N 10 X 30 4 1.0 1200 y 12 x30 14 3.7 5040 N 30 X 30 1 0.4 900 N

SQ.FT. NON-INSULATED SQ.FT. INSULATED TOTAL 382 100

e, DENOTES HANDICAP/WHEELCHAIR ACCESS,lijl@

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SITE PLAN

CS101

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HEADER SECTION

f- 6" -I

~

1/J~l~R[~ED

DOWEL BAR 6-3/4" X 2'-6'

~ SEE S.D.P 1-01 FO • I CATCH BASIN DETAIL

1 _:1_ -=1=- =F~~:t= l--~== - (!) t Jii,- - e;I 1W~~~I I~ ..

S_ ~ ~~~ ~--u

OOWEL EMBED TYP. 10

• ~'-2" 4'-2" IO' ~~ED \~1:-4

@ LOT LINE -----j / -SIDEWAU< - I SIDEWALK-

! 4 • (RES.) I s· (RES.) \ 5" (OTHER) I 7" (OTHER)

B I TYPE OF ENTRANCE RESIDENTIAL COMM., IND., ALLEY, R- 4

NOTES

WIDTH I R IT 12'-32' 4'-6" 6" 12·- 32· I 6'-6" I r

CD TRANSVERSE CONTRACTION JOINT REQUIRED WHEN ·o· = 10·-o· OR GREATER, PLACE AT THE CENTER OF THE APPROACH.

@ CONTRACTION JOINTS SPACED SO THAT MAXIMUM SPACING BETWEEN JOIIITS DOES NOT EXCEED 1.5 "D" OR 12' WHICHEVER IS LESS, MEASURED AT FLOW LINE.

G) EDGE OF APPROACH AT SIDEW,IJJ( LINE MUST BE WITHIN THE LOT SERV£0.

(D PAID FOR AS CONCRffi DRIVEWAY PAVEMENT • @ PAID FOR AS CURB & GUTTER THRU ENTRANCE. @ SHADED AREA INDICATES CURB TRANSmON

FROM FULL EXPOSURE TO ZERO EXPOSURE. (J) CONTRACTION JOINT FOR RESIDENTIAL, 1 /2"

PREFORMED JOINT FlllER. @ 36' MINIMUM WALK WIDTH REQUIRED OUTSIDE

OF ORIVE TRANsmoN AREA.

f- 6" -I

STRAIGHT CURB U-1A

USE WHERE SIDEWALK EXISTS AND ON CURVES

CURB & SIDEWALK U-2A

~~

1

- ~ - Co'- 6' J'- 6" -=:j~" DEFORMED BAR •

3 PLAN 3

DOWEL EMBED lYP. (STRUCTURE TYPE 1)

G) 1/2" PREFORMED JOINT FlllER. B

I 1/2" R.

~l'/~ PAY QUANTmES · URBAN TYPE CURB, • GUTIER, & SIDEWALK

1/2" R.

'b U-lA STRAIGHT CURB "' LINEAL FEET

1 U- tB STRAIGHT CURB

LINEAL FEET U-2A HE'ADER SECTION

SJ LINEAL FEET SIDEWALK SECTION SQUARE YARD

l--9"~

STRAIGHT CURB U-1B

USE WHEN THERE IS NO SIDEWALK AND CURB & GUTTER IS NOT DESIRABLE

NOTES CD INCLUDED IN PAYMENT FOR

U-2A CURB PER LINEAL FOOT.

@ INCLUDED IN PAYMENT FOR SIDEWALK CONSTRUCTION PER SQUNlE FOOT.

3. THESE DETAILS SHALL ONLY BE USED FOR RESTORATION OR PARTIAL RECONSTRUCTION WORK. HEW CONSTRUCTION SHALL USE CURB & GUTTER PER S.O.P. 2-01 OR CURB INTEGRAL TO CONCRffi PAVEMENT.

NOTES 1. DOWEL BARS SHALL BE PER

MN/DOT SPEC. 3302 (EPOXY COATED).

2. DEFORMED BAR SHALL BE PER MN/DOT SPEC. 3301 (EPOXY COATED).

0 ~~~a~lf cg~~ ~~:P~o~~ FORM COATING MATERIAL MEETING MN/DOT SPEC. 3902 NOT MORE THAN THAN ONE HOUR BEFORE COVERING WITH CONCRffi, OR WRAP WITH TEFLON TAPE.

URBAN TYPE CURB & SIDEWALK CURB & GUTTER REINFORCEMENT AT CBs

NO PARKING SIGNAGE.~ B'-0' MIN.

• " LANDING ACCESSIBLESTALLSIGNAGE.~ 6 -0 RAMP I ~

SEE DETAIL (7/C501) J' ....tl-~1' 1'

,I' ' "4 1 'ifl_!:1' <B.33% O O 'ifl_!~ A'

4 8.33% 'ifl_t>(

• I' ;l ~ MAX. l] ~ ::e q MAX" ;l ~ " ,• , ," • , SIDEWALK 0

• • ' sl , 6'-0" MIN. &r ~ 000000000000000000~( ~ <J : l

G "1 2'-0" ~i~iigij~gJMg§~: 2'-0" MIN. , 1 0,....0,.,.0,...o"o,..,. o ,... o ,,o,,o,, o '1 <:1

--.- .

PRECAST CONCRETE WHEEL STOP. / ALIGN BACK OF WHEEL STOP WITH

6'-0" CURB TRANSITION. SEE DETAIL (1/CS503)

LIP OF CURB. SEE DETAIL (4/CS503)

INTERNATIONAL SYMBOL FOR

ACCESSIBILITY. SEE DETAIL (8/CS501) 6-

RIBBON CURB. SEE DETAIL (2/CS503)

4" WIDE WHITE STRIPE ON ASPHALT, YELLOW ON CONCRETE (TYP)

2.35" (TYP)

00

NOTE: DOMES TO BE CAST IRON OR PRECAST CONCRETE

1 f 0.4"1

.,f----- 8'-0" MIN. __ ,,__ __

~ ~ I

It. ~ ~ ~ ~ 112· ~

~2·---,¥

0.2> ~ ~L-----!

~ 0.9"-;} DOME SECTION

12" HIGH WHITE LETIERS

NOTE: STALL DIMENSIONS ON SITE PLANS ARE TO 'L TRUNCATED DOMES

TYPICAL ACCESSIBLE STALL LAYOUT

COi 11

~

IKEOFf ONt --·-

_l_ ( GUTTER FLOW LINE

,~wu~ T; :. :>:, ;~ \ ·:·

I • 1--·--·- DR:'t~ ~:i~r --r 1 2 EXP. JT. :j 24"

r 1T--~R]\. ~1;/44f"

l--_~---;~-SECTION B-B

5-107. DESIRABLE 151. MAX. Dlff.

12"

SECTION A-A / 1 ri-/ /

_ L --~

DEPARTMEITT OF PUBLIC WORKS CITY OF ROCHESTER, MINNESOTA

CONCRETE DRIVE APPROACH TYPE A

CONCRETE DRIVE APPROACH TYPE 11A11

SIGN

3/8 " DIA. HOLES

RESERVED

II ~"VAN ACCESSIBLE" SIGN PARKING

~ I 3"X3"-11GAUGE I SQUARE SIGN POST

~ I BREAK AWAY BASE 5/16" PLATE (5" WIDE X 7.5" LONG WITH (4) 5/8" DIA. BOLTS). BASES FOR SIGN POSTS ARE TO BE 30" LONG AND SET IN

VAN II ~LOPE 1:11 CONCRETE. ACCESSIBLE ONCRETE\

FINISHED GRADE

NOTES: 1. ACCESSIBLE SIGN TO FOLLOW AMC EXTERIOR SIGN STANDARDS FOR COLOR AND DISPLAY

REQUIREMENTS. 2. SIGN POSTS SHALL BE PAINTED DARK BROWN. 3. SIGN FRONTS SHALL BE DARK BROWN WITH WHITE REFLECTED LETIERING. 4. BACK OF SIGN SHALL BE DARK BRONZE.

7 ,ACCESSIBLE PARKING SIGN .CS501/SCALE: NOSCALE

£1 <I.) .,":, • ~ 5" CONCRETE ~ L;? ' ~

12" AGGREGATE BASE

CONCRETE PAVEMENT SECTION SCALE: NO SCALE

5' N

5' '

"'

~ AISLE END OF ~ PARKING STALL

NOTES: 1. PAINT COLOR BY SURFACES

c-:,\er 01 ':.(::-0 l"J] ! l'(ECt.\\JED ,s,1,,o-

}\)\.. \ , 1.~W, '"U ~

.:::, ~ ~ "'~ v"·

~l-1edaO ~

~ OF PARKING SPACE

PVMT SURFACE PAINT COLOR CONCRETE YELLOW BITUMINOUS WHITE

2. PAINT SHALL CONFORM TO FEDERAL SPECIFICATION TI-P-115 (2 COATS).

ACCESSIBLE STALL PAVEMENT SYMBOL

~ WSB


SCALE: DESIGN BY:

. VA!f.lES

PLAN BY:

Cl) z 0 u5 > w 0:::

RCB

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g

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SITE DETAILS

CS501

DEPTH OF SEALANT = 0.5 TO 1.0 TIMES THE WIDTH OF SEALANT

RESERVOIR (1/4" MIN) OR AS RECOMMENDED

BY THE MANUFACTURER; MIN

DEPTH =114"

3/8"TO 1/2"

------.M~.....,...,__._

T/4

L

DEPTH OF SAWCUT AS REQUIRED FOR SEALANT, SEALANT RECESS, AND BACKER ROD

FINAL SAWCUT FOR JOINT SEALANT RESERVOIR

1/8" MIN. INITIAL SAWCUT

T = PAVEMENT THICKNESS

CONTRACTION JOINT

POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT

DEPTH OF SAWCUT AS REQUIRED FOR SEALANT, SEALANT RECESS, AND BACKER ROD

NON-MOISTURE ABSORPTIVE, NON-REACTIVE BACKER ROD TO FIT SNUG IN JOINT

CONSTRUCTION JOINT

COMPLETED CONSTRUCTION JOINT SEALANT DETAIL

COMPLETED SEALANT DETAIL

POURED JOINT SEALANT RECESSED 118" TO 1/4" BELOW TOP OF PAVEMENT

DEPTH OF SEALANT= 0.5 TO 1.0 TIMES THE WIDTH OF SEALANT RESERVOIR (114" MIN) OR AS RECOMMENDED BY THE MANUFACTURER


DEPTH OF SEALANT= 0.5 TO 1.0 TIMES THE WIDTH OF SEALANT RESERVOIR (1/2" MIN) OR AS RECOMMENDED BY THE MANUFACTURER

POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT

i-------+--DEPTH AS REQUIRED FOR

COMPLETED EXPANSION JOINT SEALANT DETAIL

JOINT SEALANT, SEALANT RECESS, AND BACKER ROD


PREFORMED NON-EXTRUDING JOINT FILLER

JOINT SPACING FOR STRAIGHT RUNS 3/8"

1/4"R ?\d;...: _ _,..__{_" ---·J-1 I ,. , l . .,. : . f_ c

' -l- " '/>

~ _1/8" •" " • :! j" V .-1~

TOOLED CONTROL JOINT

JOINT SEALER (TYP}-BITUMINOUS HOT POURED JOINT SEALANT, USE 0.25" CLOSED CELL CROSS LINKED POLYETHYLENE BACKER

: • ';, ,,,, ' • ".//>, 4"

:, ~ .... ~ ------~~--~----· ...... 1-1 CONSTRUCTION JOINT

USE ONLY WHERE WEAKENED PLANE JOINTS WOULD NORMALLY OCCUR

WALK WIDTH CONTRACTION JOINT ' PACING

TRANSVERSE LONGITUDINAL

4' 4' NOT REQUIRED 5' 5' NOT REQUIRED

6' 6' NOT REQUIRED

8' 4' 4' 10' 5' 5'

12' 6' 6'

1/2"

;--,..,,-------,,;.>,,i--~,2"----,,-,' ~

l ., ,1 ~1t4"R ~ j I :: ••• ,J a i 4"

...... -_....._ ____ .....__ _______ ----,i_J NON-BITUMINOUS JOINT FILLER

EXPANSION JOINT MAXIMUM SPACING 60'-0". USE AT ABUTTING BUILDINGS, CURBS.

ALLS AND OTHER STRUCTURES AND AS SHOWN

CONSTRUCT WITH REVERSE SLOPE GUTTER TO MATCH PAVEMENT

GRADE WHERE PAVEMENT SLOPES AWAY FROM CURB.

NOTE: EXTEND AGGREGATE BASE FROM PAVEMENT SECTION UNDERNEATH CURB AND GUTTER AS SHOWN. IF PAVEMENT SECTION INCLUDES SAND DRAINAGE LAYER, DRAINAGE LAYER SHALL EXTEND ALSO.

2 CONCRETE CURB AND GUTTER CS502 SCALE: ND SCALE

4" NOMINAL STEEL PIPE EXTRA STRONG ASTM

A 53 GRADE 8, FILL WITH CONCRETE

PAVEMENT

I ,, ... . ,, . 1/2" EXPANSION

JOINT Cl

·' N

J 2'-0'

VARIES SEE PLAN

• I

1% SLOPE MIN. 2% SLOPE MAX.

il "

SECTION A-A

• I,.

. J

CONCRETE ENCASEMENT.

(TYPICAL FOR ALL INSTALLATIONS)

IN PAVEMENT AREA

@~!~~s~LLARD

4' BOLLARD (TYPICAL)

PAINT POST YELLOW

GRADE

CURB AND GUTTER

4" NOMINAL STEEL PIPE EXTRA STRONG ASTM A 53 GRADE 8, FILL WITH CONCRETE

2'-0" ~ 7

IN LANDSCAPED AREA

~ WSB


SCALE: DESIGN BY:

VARIES

PLAN BY:

CLS

CHECK BY:

RCB CLS

Cf)

~ z ~ 0 ~ ci5

> ; ~ w 13

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1" AT LAYDOWN CURB O" AT ZERO HEIGHT CURB l .,,.,..,--- CONCRETE CURB

6" AND GUTTER

6"ATCURBANDGUTTER7" t __J AT DRY CURB AND GUTTER

L, -A---,·~·

1/4" R

FLOWLINE ON PLANS

MATCH FLOWLINE ON

\_ ___ _iA~D~J~AQCE§N~T[.!C~U,i!Rs!;BL-:,;~~:=:=:=:==f=:=:=~1/4"

6"[ j :

18"

RIBBON CURB AND GUTTER CS503 SCALE: NO SCALE

4" BRASS G.V. AND GALV. NIPPLE

PLAN INVERT

1'-0" ,,

w~ c..~ g~ U) ~

__ A

I ~ '----A

SECTION A-A

,, I'

SLOPE 1'-0" 0.5% MIN

'

\ X'-X"

\_PAD X'-X"

rCDITTAINM~

I "' SLOPE

0.5% MIN

TRANSFORMER PAD WITH DRAINAGE CHANNEL

#4@ 12"0C TOP & BOTTOM EACH WAY

w~ c..::!': g~ (/) iq

0

THICKENED BITUMINOUS AT CONCRETE CS503 SCALE: ND SCALE

4 PRECAST CONCRETE WHEEL STOP CS503 SCALE: ND SCALE

CONCRETE PAVEMENT

AGGREGATE BASE

CAP UNIT. MECH. FASTEN W/CONST. ADHESIVE

MIN. 1/4" SETBACK PER COURSE

5

NOTES:

3/8" TO 3/4" CRUSHED STONE BACKFILL (FREE DRAINING)

KEYSTONE B"STG. UNIT OR APPROVED EQUAL

(9) 1/4" HIGH STRENGTH FIBERGLASS PINS (2 PER UNIT)

co i---~ -·,:J~JL:,;~~L~ 4"0 PERFORATED DRAIN TILE

3/8" TO 3/4" CRUSHED STONE co----~+---~-~

2'-0"

CORE FILL (FREE DRAINING)

POURED IN PLACE CONG. LEVELING PAD OR AGGREGATE BASE.

1. DETAIL IS PROVIDED TO SUMMARIZE MINIMUM REQUIREMENTS FOR THE WALL AND IS NOT INTENDED TO EXCLUDE OTHER WALL BLOCK MANUFACTURERS. CONTRACTOR SHALL PROVIDE STRUCTURALLY ENGINEERED AND SIGNED DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. WSB MAKES NO ASSURANCES REGARDING THE ADEQUACY OF SAID DESIGN OR OF THE CONDITIONS WHICH MAY AFFECT WALL PERFORMANCE. SUBMIT COLOR SAMPLES FOR APPROVAL BY ARCHITECT.

SEGMENTAL BLOCK RETAINING WALL SECTION WITH DRAIN TILE CS503 SCALE: NDSCALE

THE COLCRS SHOWN IN THIS DRAWING ARE FOR ILLUSTRATION PURPOSES ONLY /,NO MAY NOT BE A TRUE REPRESENTAm~ Of ACTUAL COLORS · THE ELEVATION SHOWN IN THIS DRAWING ARE FOR ILLUSTRATION PURPOSES ONLY AND MAY NOT BE A TRUE REPRESEIJTATION OF ACTUAL S12ES

,\ \

One monument sign with two identical display faces facing out at a right angle to each other. mounted on lop of a shroud of equal length and depth with a 2" reveal separating them.

32 square feet per side 64 square feel total.

8'

f.-~·· .. ________ li_op- vi-ew- ~ J'aool

--r~ __ _j_ 8' --··-·-·-·---

Face 1·- 1 8'

l Face 1

4'

2·~

I 2'

I

8'

Face 2

; -,-

4'

---- ----

r 2"

2'

I

Drav.rng Dale 05 30 18 I Rev 1

WIIH lffl!IIIJ. IJ nus OUWING I HEREBY 11\'E SCHAD TOO SIGIIS PERMISSION 10 B[GIH 1IOOUCT10NIJ111ESIGN.IGI ILIUSTWEDINTH1S OOCUMElll llGREETIIATAll THESIEaFWlOH~ SPEWH~ ((I.ORS AIIO [tr/ATTONS umo 1H THIS DRAIYIHGAlfCDHICTANDAIPIOVED. ANY CIIIHGES IOTH~ORAWINGAITERPROOUOIOIIHAS mme l'llll RESULT IN ADDITIONAL OIAll!.I.

ADDITIONAL PRODUCTION NOTES:

PRIMARY ELECTRICAL POWER TO SIGH TDBEIYOTHERS. Al1P0WfflT0BE 12.0VOLTUNLBSOfHmWlSESTArED.

® ElECTRICALTOUIE'~ ULUITIDCOMJl!lllEKR -Alf~~AN~f Di!

!~~~Vo:ir~1:.~o~~:r:t:::

}2, MINNESOTA AVE. N. r.o. uoxm

ORONOCO, MN ll960 PHONE / l07,J67 ,26JJ

FA.X I m7-l67,26Jl

161D E. CLIFF RD. BURNSVILLE, MN l'nff PHONE / 9'2-694-2421

FAX 19)2,694,2746

~ WSB


SCALE: DESIGN BY:

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PLAN BY:

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SITE DETAILS

CS503

TABLE 2: JOINT SPACING

CONCRETE PAVEMENT MAXIMUM JOINT THICKNESS SPACING

6" 12'

8" 16'

1 O" OR GREATER 20'

REINFORCING

: e (l --------......,· :r f, ' <--.--------===~""-"" , 'I~ T

,,_ -·----+--------~--T-12_,l__j_

JOINT SEALER SEE 1/CS502

CONTRACTION JOINT MAX. CONTRACTION JOINT SPACING: SEE TABLE 2

CONCRETE PAVEMENT JOINTS

L I I

TABLE 1: DOWEL SIZING CHART

PAVEMENT MAXIMUM DOWEL MINIMUM DOWEL MINIMUM DOWEL THICKNESS (in) SPACING LENGTH DIAMETER

LESS THAN 8 12" 16" 0.75"

RAGHmAND SWINGS OUT

AG# 10564

1-------- 2-10• [201 FACE OF OPERATOR TO FACE OF YOKE:-------< 3" SETBACK (MIN,)

STYLE "D'" YOKE

36" (3'.0") PED. GATE WITtl LOCKS ET BOX

~

CUSTOM MASTED WIND BRACING

RIGHT HAND l L.

___ o_·_·RA-TO_R __ ___, Jo· [4

1

- S" SETBACK (O" MIN.) (31 l'ENCE S[CTION W/(4) UNIVERSAL FENCE CUPS (SHIPPED LOOSE)

1-----------2!1" [1D'-l1PADTOPAD------------,I----- S4"(71-l

ELEVATION VIEW Viewed from the PRIVATE SIDE

CUSTOMER PROVIDED AUTOGATE WITH A SITE DRAWING OR SKETCH ( __ YES_K._NO)

DATE SIGNED:

BUCKEYE 500 VPG 20'-4" x 61-0 11

MATERIAL• STEEL COLOR • BLACK

CONCRETE OPERATOR PAD

C S504 SCALE: NO SCALE

BTO 11 12"

12TO 15 15'

LONGITUDINAL CONTRACTION JOINT


SEE TABLE 1

DOWELED CONSTRUCTION JOINT

REINFORCING

USE WHERE CONCRETE PLACEMENT OPERATIONS STOP FOR MORE THAN 30 MINUTES, END FOR THE DAY, OR WHERE CAST AGAINST PREVIOUSLY PLACED OR EXISTING CONCRETE.

16"

20"

I I o

1"

1.25"


I '4

'1', ' = 2.5"=1±;~=== r

1"

REINFORCING

LONGITUDINAL CONSTRUCTION JOINT AT CENTER LINE OF DRIVES ONLY


END CUT & BENT

• 7j-1' REINFORCING 1 .1.a ~ t, ~.-~~--'-"-----''----i-~~ { T

e-' _Tl_?--+----t---'"-1'-----'---__,.~-...,":--{

EXPANSION JOINT PLACE EVERY 3RD CONTRACTION JOINT.


BOND BREAKER MATERIAL (30 LB. ASPHALT FELT

UNPERFORATED)

JJOINT SEALER SEE 1/CS502

JOINT FILLER

EXPANSION JOINT USE AGAINST BUILDINGS OR OTHER STRUCTURES

REINFORCING

I


I o

KEYED CONSTRUCTION JOINT


REINFORCING

REINFORCING

,, . I I

'1\. 4

1

TIED JOINT AS SHOWN ON PLANS OR FIRST JOINT PARALLEL TO UNSUPPORTED PAVEMENT END

A WSB


SCALE: DESIGN BY:

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PLAN BY:

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REVISIONS

WEST CIRCLE STORAGE TOWNER COMPANIES

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

NO. DATE DESCRIPTION

07/11/2018 CITY SUBMITTAL

ROCHESTER, MINNESOTA CHRISTOPHER L. SONMOR

DATE: 07/11/2018 LIC. NO: 44599

D 0)

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Luminaire Locations

Location Aim

No. Label X y z MH Orientation Tilt X y z 1 A 605478.00 179228.80 8.00 8.00 90.00 0.00 '305478.00 179228.80 0.00

2 A 605478.00 179178.30 8.00 8.00 90.00 0.00 p05478.00 179178.30 000

3 A 605478.00 179127.00 8.00 8.00 90.00 0.00 '305478.00 179127.00 0.00

4 A 605543.30 179228.80 8.00 8.00 90.00 0.00 '305543.30 179228.80 0.00

5 A 605543.30 179178.30 8.00 8.00 90.00 0.00 p05543.30 179178.30 0.00

6 A 605543.30 179127.00 8.00 8.00 90.00 0.00 '305543.30 179127.00 0.00

7 A 605412.30 179228.80 8.00 8.00 90.00 0.00 p05412.30 179228.80 0.00

8 A 605412.30 179178.30 8.00 8.00 90.00 0.00 '305412.30 179178.30 0.00

9 A 605412.30 179127.00 8.00 8.00 90.00 0.00 p05412.30 179127.00 0.00

10 A 605477.80 179045.30 8.00 8.00 90.00 0.00 p05477.80 179045.30 0.00

11 A 605477.80 178994.80 8.00 8.00 90.00 0.00 p05477.80 178994.80 0.00

12 A 605477.80 178943.50 8.00 8.00 90.00 0.00 p05477.80 178943.50 0.00

13 A 605544.00 179046.00 8.00 8.00 90.00 0.00 '305544.00 179046.00 0.00

14 A 605544.00 178995.50 8.00 8.00 90.00 0.00 p05544.00 178995.50 0.00

15 A 605544.00 178944.30 8.00 8.00 90.00 0.00 p05544.00 178944.30 0.00

16 A 605544.00 178868.50 8.00 8.00 90.00 0.00 p05544.00 178868.50 0.00

17 A 605544.00 178818.00 8.00 8.00 90.00 0.00 ~05544.00 178818.00 0.00

18 A 605544.00 178766.80 8.00 8.00 90.00 0.00 p05544.00 178766.80 0.00

19 A 605477.50 178890.80 8.00 8.00 90.00 0.00 605477.50 178890.80 0.00

20 A 605477.50 178840.30 8.00 8.00 90.00 0.00 605477.50 178840.30 0.00

21 A 605477.50 178789.00 8.00 8.00 90.00 0.00 605477 .50 178789.00 0.00

22 A 605477.30 178742.00 8.00 8.00 90.00 0.00 605477 .30 178742.00 0.00

23 A 605431 .80 179061 .30 8.00 8.00 0.00 0.00 605431 .80 179061 .30 0.00

24 A 605523.30 178894.00 8.00 8.00 0.00 0.00 605523.30 178894.00 0.00

25 A 605440.50 178898.00 8.00 8.00 0.00 0.00 605440.50 178898.00 0.00

26 A 605425.00 179279.50 8.00 8.00 180.00 0.00 605425.00 179279.50 0.00

27 A 605456.80 179250.00 8.00 8.00 0.00 0.00 605456.80 179250.00 0.00

28 A 605524.00 179249.50 8.00 8.00 0.00 0.00 605524 .00 179249.50 0.00

29 A 605490.80 179279.80 8.00 8.00 180.00 0.00 605490 .80 179279.80 0.00

30 A 605557.50 179279.30 8.00 8.00 180.00 0.00 605557 .50 179279.30 0.00

31 A 605522.30 179066.30 8.00 8.00 0.00 0.00 605522 .30 179066.30 0.00

32 A 605522.30 178751 .50 8.00 8.00 180.00 0.00 605522 .30 178751.50 0.00

1 B 605416.80 178704.80 20.00 20.00 90.00 0.00 605417.80 178704.80 0.00

1 C 605401 .00 178633.30 20.00 20.00 326.82 0.00 605400.40 178634.10 0.00

LUMINAIRE LOCATIONS CS 111 SCALE: NO SCALE

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GRADING NOTES

1. SEE GEOTECHNICAL REPORT FOR REQUIRED EXCAVATION FOR BUILDING FOOTINGS AND FLOOR SLAB.

2. BUILDING FLOOR ELEVATION (FFE) AS INDICATED ON THE DRAWINGS CORRESPONDS TO ELEVATION 100'-0" ON ALL OTHER DISCIPLINE SHEETS (ARCHITECTURAL, STRUCTURAL, ETC).

3. THE PROPOSED GRADES SHOWN ON THE GRADING PLAN ARE FINISHED GRADES. SPOT ELEVATIONS ALONG CURB LINES REPRESENT THE FLOWLINE UNLESS OTHERWISE NOTED.

4. GRADING ACTIVITY WIHICH BLOCKS TRAFFIC OF ANY STREET, ALLEY, OR DRIVE IS SUBJECT TO APPROVAL BY THE CITY.

5. SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THIS PLAN DO NOT REFLECT 2" CASTING SUMP AND ACTUAL RIM ELEVATIONS. SEE SHEET CG102 FOR ACTUAL RIM ELEVATIONS.

6. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER AND OWNER IF CONTAMINANTS ARE FOUND IN THE EXISTING SOILS.

7. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0% AND LONGITUDINAL SLOPES SHALL NOT EXCEED 5.0%.

8. IN AREAS WHERE NEW FILL IS TO BE PLACED ON SLOPING GROUND, BENCHING THE SURFACE SHALL BE COMPLETED PRIOR TO PLACING THE FILL. BENCHING SHALL BE COMPLETED WIHERE SLOPES ARE STEEPER THAN 4:1 (HORIZONTAL:VERTICAL).

9. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS.

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EXISTING LEGAL DESCRIPTION:

LOT 1, BLOCK 1, CIVIC CENTER PLAZA 1 ST ADDITION OLMSTED COUNTY, MINNESOTA

10. UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE SIX INCHES BELOW FINISHED FLOOR IN NON-PAVED AREAS. GRADE SHALL SLOPE AWAY FROM BUILDING STRUCTURES AT FIVE PERCENT FOR A MINIMUM DISTANCE OF TEN FEET IN UNPAVED AREAS.

11 . THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA REGULATIONS IN THE EXECUTION OF WORK UNDER THIS CONTRACT.

12. THE CONTRACTOR SHALL APPLY FOR A CITY OF ROCHESTER GRADING PERMIT BEFORE STARTING WORK. THE INSPECTOR AND THE CITY OF ROCHESTER PUBLIC WORKS DEPARTMENT SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS BEFORE START OF CONSTRUCTION. NO WORK MAY BEGIN UNTIL THE PERMIT HAS BEEN RECEIVED AND THE CONTRACTOR MUST COMPLY WITH THE TERMS OF THE PERMIT.

13. ALL NON-PAVED AREAS SHALL RECEIVE A FOUR-INCH (4") LAYER OF TOPSOIL. REFER TO LS101 FOR AREAS TO RECEIVE PERMANENT SEED, SOD, TREES, & SHRUBS.

14. THE CONTRACTOR SHALL ADJUST TO GRADE ALL MANHOLE STRUCTURES AND APPURTENANCES THAT FALL WITHIN THE LIMITS OF THIS CONTRACT. THE CONTRACTOR SHALL KEEP ALL SAID EXISTING UTILITIES AND THEIR APPURTENANCES FREE OF DEBRIS AND OPERABLE AT ALL TIMES DURING CONSTRUCTION.

15. ALL GRADES WITHIN THE LANDSCAPED AREA SHALL NOT EXCEED 3 HORIZONTAL TO 1 VERTICAL AND HAVE A MINIMUM GRADE OF 2%, UNLESS OTHERWISE NOTED. GRADED SWALES MUST HAVE A MINIMUM BOTTOM SLOPE OF2.0%.

16. SLOPES GREATER THAN 4:1 ARE STABLE FROM LAND SLIDING AND SURFACE EROSION.

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17. GRADING EASEMENT TO BE REQUESTED FROM ADJACENT PROPERTY OWNER.

TABULATION OF PROJECT AREAS

TOTAL PROJECT AREA (BOUNDARY) 3.27 ACRES

IMPERVIOUS BEFORE DEVELOPMENT O.OOACRES

IMPERVIOUS AFTER DEVELOPMENT 2.57 ACRES

TOTAL DISTURBED AREA 3.57 ACRES

EARTHWORK

UNADJUSTED CUT 7,792 CY

UNADJUSTED FILL 530 CY

NET CUT 7,262 CY

THIS IS AN ENGINEER'S ESTIMATE AND DOES NOT INCLUDE HOLD DOWNS OR ANY REQUIRED SOILS CORRECTIONS. CONTRACTOR RESPONSIBLE FOR VERIFYING ACTUAL REQUIRED EARTHWORK FOR SITE.

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EXISTING CONTOURS


@ STORM SEWER STRUCTURES

- > -->- EXISTING SANITARY SEWER

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EXISTING WATER MAIN

HYDRANT

-- JGE--




ABBREVIATIONS

TC TOP OF CURB GL GUTTER LINE SW SIDEWALK EO EMERGENCY OVERFLOW HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TW GRADE AT TOP OF WALL BW GRADE AT BOTTOM OF WALL

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STORM SEWER PLAN DETAIL NOTES 1. CONTRACTOR SHALL INSTALL THE STORM SEWER STRUCTURES PER CITY DETAILS.

SEE DETAILS 1, 2 ,3, 4, 5 & 6/CG502.

2. FOR PIPE BEDDING. SEE DETAILS 1 & 2/CG503.

3. FOR HDPE (ADS PIPE) AND NYLOPLAST BASIN. SEE DETAILS 3,4 & 5/CG503.

4. REFER TO SHEET CG101 FOR PROPOSED AND EXISTING GRADES.

5. REFER TO DETAILS 7 & 8/CS502 FOR TRASH GUARDS AND RIP-RAP AT FLARED END SECTIONS.

6. ALL LATERAL STORM SEWER CONNECTIONS FOR ROOF DRAINS SHALL RUN AT A MINIMUM 2% GRADE. CONNECTIONS CAN BE EITHER AT A STRUCTURE OR THROUGH THE USE OF A PREFABRICATED INLINE WYE. LATERALS SHALL BE BROUGHT TO FINISHED GROUND ELEVATIONS AT ALL DOWNSPOUT LOCATIONS. SEE ARCHITECTURAL PLANS FOR CONNECTION DETAILS.

ST MH 525 (18" DIA) RIM : 1057.56 TLOT E

UTILITY NOTES

1. EXISTING CONTOURS ARE NOT SHOWN TO MAINTAIN CLARITY OF SPECIFIED INFORMATION. REFER TO SHEET CG101 FOR RELATIONSHIP OF STORM SEWER TO EXISTING GRADES.

2. ALL UTILITIES WILL BE CONSTRUCTED PER CURRENT CITY OF ROCHESTER SPECIFICATIONS.

3. COORDINATE INSPECTION AND TESTING FOR ALL UNDERGROUND UTILITIES WITH THE APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES. COMPLY WITH ALL LOCAL REQUIREMENTS. CONDUCT ALL TESTS TO THE SATISFACTION OF THE LOCAL AUTHORITIES.

4. COORDINATES ARE TO END OF PIPE, CENTER OF APPURTENANCE, OR CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.

5. ALL UTILITIES AND CONDUITS SHALL TERMINATE 5' OUTSIDE THE FACE OF THE BUILDING UNLESS OTHERWISE NOTED.

6. ALL EXISTING UTILITIES AND SERVICE LINES SHALL BE KEPT IN SERVICE AT ALL TIMES DURING CONSTRUCTION OF THIS PROJECT, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF ROCHESTER.

7. REPORT ANY DISCREPANCIES TO THE ENGINEER . RECONNECT ALL SERVICES NOT MARKED FOR REMOVAL OR AS DIRECTED BY THE OWNER.

8. IN THE EVENT OF A CONFLICT BETWEEN WATER LINES AND STORM OR SANITARY SEWER PIPING, ADJUST THE WATER LINE DOWNWARDS IN SUCH A MANNER SO THAT THE PIPE MANUFACTURER'S RECOMMENDATIONS ON PIPE DEFLECTION AND JOINT STRESS ARE NOT EXCEEDED.

9. THE CONTRACTOR SHALL ADJUST TO GRADE ALL WATER AND GAS VALVE BOXES AND MANHOLES THAT FALL WITHIN THE LIMITS OF THIS CONTRACT. THE CONTRACTOR SHALL KEEP ALL SAID WATER, GAS AND EXISTING SEWERS AND THEIR APPURTENANCES FREE OF DEBRIS AND OPERABLE AT ALL TIMES DURING CONSTRUCTION.

10. 10-FOOT HORIZONTAL SEPARATION REQUIRED BETWEEN SEWER LINES AND/OR STRUCTURES AND POTABLE WATER LINES.

11 . CONTRACTOR SHALL IDENTIFY, FIELD VERIFY AND COORDINATE ALL EXISTING AND PROPOSED UTILITY CROSSINGS IN THE FIELD. REPORT CONFLICTS REQUIRING REDESIGN TO THE ENGINEER OF RECORD.

ST MH 527 (18" DIA) RIM: 1055.53

ST MH 510 (48" DIA) ST MH 526 (18" DIA) INV:1052.89 (N) RIM : 1056.53 RIM: 1056.20 INV:1052.89 (E)

INV:1054.34 (N) INV:1053.66 (W) INV:1052.89 (W) INV: 1053.60 (W) INV: 1053.56 (S) INV: 1052.79 (SW)

INV:1055.02 (W) NEENAH R-2533-+---- NYLOPLAST BASIN NYLOPLAST BASINl_•_• __ ~ --iiiiiiiiii~ INV: 1054.92 (S) - - - ----·------.,....... ....... ~~,- -a<-t--,.~......---~-~--,-,~- ~-----1e----,-~..-,.-~~~I--"!

ST MH 518 (15' DIA) RIM: 1059.84 INV:1056.13 (N) INV: 1056.13 (S) NYLOPLAST BASIN

CONNECT TO DOWN SPOUT (TYPICAL)

NYLOPLAST BASIN, F ' i O 86' - 6" RCPJ ·, o, l; 0 i O i 0 , l ;, -·----·------~ ____ _; _____ .'. _____ : _____ _ !__ CL V@ 0.67%~---+e-"'"-=---=--="-,,;,_;;:: ___ ~-~b,.,;,,,,~=~~~-~~=l=""'=~="""=~~-""=~'n:='3:,..

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LEGEND

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PROPOSED WATER MAIN AND SERVICE


EXISTING HYDRANT

PROPOSED HYDRANT


PROPOSED SANITARY SEWER PIPE


SANITARY MANHOLE


PROPOSED STORM SEWER PIPE


STORM SEWER STRUCTURES







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TEMPORARY EROSION AND SEDIMENT CONTROL PROVISIONS

ITEM

SILT FENCE, PERIMETER PRIOR TO CONSTRUCTION AND CONTROLS IMMEDIATELY AS DICTATED

COVER CROPS

INLET PROTECTION

MULCH

MnDOT SEED MIX 21-111 (SPEC 3876) 100 lbs/ac WITH 2 tons/ac.

PER STANDARD DETAILS

(LESS THAN 4:1) - TYPE 1 MULCH, DISC ANCHORED. (GREATER THAN 4:1) - HYDRO MULCH @ 750 LBS. PER ACRE IF BLANKET CANNOT BE INSTALLED WITHIN 14 DAYS.

EROSION & SEDIMENT WEEKLY INSPECTION & AFTER EACH CONTROL MAINTENANCE RAIN EVENT-CORRECTIVE WORK AS

NECESSARY

ALSO SEE INSPECTION AND MAINTENANCE REQUIREMENTS CONTAINED IN GENERAL PROVISIONS OF SWPPP.

PERMANENT EROSION AND SEDIMENT CONTROL PROVISIONS (THE LANDSCAPE PLAN SHALL GOVERN PERMANENT EROSION AND

SEDIMENT CONTROL PROVISIONS)

SOD

SEED

ALL AREAS NOT PAVED OR BLANKETED

25-131 (SPEC 3876) AT 220 LBS/AC (WHERE BLANKET IS INSTALLED)

EROSION CONTROL NOTES

1. A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS INCLUDED WITH THIS PROJECT. FAILURE TO IMPLEMENT THE CONTROLS AND PRACTICES OUTLINED WOULD RESULT IN VIOLATION OF THE ENVIRONMENTAL POLICY ACT AND CLEAN WATER ACT AND IS GROUNDS FOR PENAL TIES.

2. ESTABLISH EROSION CONTROL MEASURES AT THE BEGINNING OF CONSTRUCTION AND MAINTAIN DURING THE ENTIRE LENGTH OF CONSTRUCTION. AREAS WHICH ARE SUBJECT TO SEVERE EROSION AND OFF-SITE AREAS WHICH ARE ESPECIALLY VULNERABLE TO DAMAGE FROM EROSION AND/OR SEDIMENTATION ARE TO BE IDENTIFIED AND RECEIVE ADDITIONAL EROSION CONTROL MEASURES AS DIRECTED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY REMOVALS.

3. LOCATIONS OF STABILIZED CONSTRUCTION ENTRANCES INDICATED ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL ADJUST LOCATION AND SIZE OF ENTRANCES TO ACCOMMODATE CONSTRUCTION VEHICLES AND ACTIVITIES.

4. COORDINATE ALL LAND DISTURBING ACTIVITIES AND CONDUCT SO AS TO MINIMIZE THE SIZE OF THE AREA TO BE EXPOSED AT ANY ONE TIME AND MINIMIZE THE TIME OF EXPOSURE. MASS CLEARING AND GRADING OF THE ENTIRE SITE SHOULD BE AVOIDED. COORDINATE ALL LAND DISTURBING ACTIVITIES SO AS TO MINIMIZE OFF-SITE SEDIMENTATION DAMAGE. RESTABILIZE DISTURBED AREAS AS SOON AS POSSIBLE AFTER CONSTRUCTION IS COMPLETED.

5. PERIODICALLY CLEAN OUT AND DISPOSE OF ALL SEDIMENT ONCE THE STORAGE CAPACITY OF THE DRAINAGE FEATURE OR STRUCTURE RECEIVING THE SEDIMENT IS REDUCED BY ONE-HALF. CLEAN OUT AND DISPOSE OF ALL SEDIMENT AT THE COMPLETION OF THE PROJECT. ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. ANY SEDIMENT OR DEBRIS SHALL BE REMOVED WITHIN 24 HOURS, OR AS OFTEN AS NEEDED TO ENSURE PUBLIC SAFETY.

6. INLET PROTECTION WILL BE INSTALLED AT ALL CATCH BASINS WITHIN THE PROJECT

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AREA. THE CONTRACTOR SHALL PROVIDE APPROPRIATE EROSION CONTROL DEVICES FOR STOCKPILE AREAS, INLETS, AND DITCHES MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING TO SURFACE WATER.

7. REMOVE THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND VERIFY THE CLEANING OUT OF ALL STORM DRAINAGE STRUCTURES, INCLUDING FLUMES, PIPES, AND DITCHES ONCE FINAL STABILIZATION HAS OCCURRED.

8. PIPE OUTLETS NEED TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF GOING ONLINE.

9. WHERE GROUND WATER EXISTS, CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE ENGINEER FOR APPROVAL. THE PLAN MUST INCLUDE A DEWATERING SYSTEM PRIOR TO DISCHARGING INTO RECEIVING WATER. THE DEWATERING PLAN MUST ENSURE THAT THE DISCHARGE WATER IS FREE OF SEDIMENT AND TURBID WATER.

10. ADDITIONAL EROSION AND SEDIMENT CONTROLS MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER.

11 . THE CONTRACTOR SHALL PROVIDE PERIMETER CONTROL DAY-TO-DAY AT DISTURBED, UNSTABILIZED AREAS WHERE EROSION OR SEDIMENTATION COULD BE A PROBLEM. THE ENGINEER SHALL DIRECT THE CONTRACTOR AS TO WHERE PLACEMENT OF PERIMETER CONTROL WILL BE REQUIRED.

12. THE CONTRACTOR MUST COMPLY WITH ALL NOISE AND DUST CONTROL ORDINANCES OF THE CITY OF ROCHESTER.

13. EROSION CONTROL FEATURES MAY NOT BE REMOVED UNTIL 75% OF THE AREA HAS BEEN FULLY DEVELOPED. FULL DEVELOPMENT SHALL MEAN INSTALLATION OF PAVEMENTS, BUILDINGS, STORM SEWERS, LANDSCAPING, AND SEEDING.

.-t'-r--'-"-,,-,'; ,....-..,,. .... ~~...,_4-i,.....,.,.,._,=~~,.-=',,-'=,,~~~"~J~-----~_}'..,.,,:=---~L-0,,.,,-;~;:,,.,..,.,.,!,,-..,..;.._~*--~~~'="~',;,;-.1,="'.,..;..! -'-i~o,.,;J,..,,o~F- •~/ -·~l_'~ -·~l_''~..t,~l .,_, b....~"'9f--f+~b......;....=...,,.i.~~..i..;.-;..[ _• ...;;C;..o......;,j_•,.,.;,.i _•,..,;_~;....~,.i,.;.,~;....,,.;..;~ :"":=~

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SILT FENCE. (1 ,700 LF) (SEE DETAIL 1/CG501)

INLET PROTECTION. (21 EACH) (SEE DETAIL 2/CG501)

ROCK CONSTRUCTION ENTRANCE. (1,500 SF) (SEE DETAIL 3/CG501)

EROSION CONTROL BLANKET ON SLOPES 4 1 AND STEEPER AND IN AREAS OF CONCENTRATED FLOW IF TEMPORARY STABILIZATION IS PROVIDED PER THE REQUIREMENTS OF THE SWPPP. (16,240 SF) (SEE DETAIL 5/CG501)

PHASE II LINE

PHASE I - ADD 3" TOPSOIL & SEED OVER BASE TO SUPPORT VEGETATION (IF PLANNED TO HAVE BASE FOR BUILDING FOOTPRINTS)

PHASE I - RECYCLED ASPHALT FOR FIRE TRUCK ACCESS TO HYDRANT

FLOW ARROWS

EXISTING CONTOURS




SANITARY MANHOLE

EXISTING WATER MAIN

HYDRANT



EXISTING UNDERGROUND GAS \.e{ 0/fr} <be:, ,s~

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PLASTlC ZIP TIES (50 LB. ITNSILI) _____.LOCAlID IN TOP 8" ~ ·

POST LENGTH, 5' MIN. AT 6' MAX. SPACING

I/ACHIN[ SLICE 8"-12" DEPTH

SILT FENCE TYPE MS (MACHINE SIJCED)

OfSIGN GIIIQfllNFS· TO PROTECT AREAS FROM SHEET FlOW. MAXIMUM CONTRIBUTING AREA: 1 ACRE

/;

GEOTEXTILE FABRIC, 36" WIDE

' WITH TAMPED NATURAL SOIL

e!r ~f

/

FABRIC ANCHORAGE !RENCH. BACKALL

QFSIGN GUIPFJ INFS· TO PROTECT AREAS FROM SHEET FlOW. MAXIMUM CONTRIBUTING AREA: 0.25 ACRE SILT FENCE TYPE PA

(PREASSEMBLED)

DEPARTMENT OF PUBLIC WORKS CITY OF ROCHESTER, MINNESOTA

SILT FENCE DETAILS TYPES MS AND PA

REmENCE: MN/DOT SPEC. 3886

SILT FENCE - TYPES MS & PA

PUBLIC ROAD

RADIUS AS REQUIRED@

8 ~MENT 0)

~ II

I :z 2

Q) SURFACE FlOW

I ENlRANCE WIDTl1 AS REQUIRED

~ SLASH MULCH, CRUSHED ROCK, SHffi PAD, OR OTHER PER SPECIACATION.

SLASH MULCH, CRUSHED ROCK, OR SHEET

PAD CONSTRUCTION EXIT ®CD

6" MIN. DEPTH OF 1" TO 2" ~

'"""m "'" ., "-"' """" ~ """"-' """ f ;;';\ ""' /<lb ~n~~ 'a d#?J&o /~ J /~ /~ /~

6" MIN. INPLACE GROUND

SLASH MULCH OR CRUSHED ROCK

DEPARTMENT OF PUBLIC WORKS

sLAS!ilTYMfi~?Ru~~TARocK, OR SHEET PAD

SEE SHEET 2 or 3 FOR DETAIL NOTES

CONSTRUCTION ENTRANCE

NOTES

B" \ US£ REBAR OR STEEL ROD\ FOR REMOVAL (FOR INLITS • WITH CAST CURB BOX REPLACE ~ ROD WITH WOOD 2" X 4').

EXTEND 10• BEYOND GRATE WIDTl1 ON BOTH SIDES, LINGTH VARIES. SECURE TO GRATE WITH

WIRE OR PlASTlC TIES

OVERFLOW HOLES (2" X 4" HOLI SH.All BE HEAT CUT ll'ITO ALL FOUR SIDE PANELS).

G) ALL GEOTEXTILE USED FOR INLIT PROTECTION SH.All BE MONOfll.AMEtfl IN BOTH DIRECTIONS, MEETING MN/DOT SPEC. 3886.

Q) FINISHED SIZE, INCLUDING POCKET'S WHERE REQUIRED SHALL EXTEND A MllllMUM Of 10 INCHES AROUND THE PERIMETER TO FACILITATE MAIWTENANCE OR REMOVAL

@ FlAP POCKET'S SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 IN . X 4 IN. OR USE A ROCK SOCK OR SANO BAGS IN PLACE OF THE FLAP POCKET'S.

4 INSTALLATION NOTES: DO NOT INSTALL ALTER BAG INSERT DEPARTMENT OF PUBLIC WORKS IN INLETS SHA1.LOWER THAN 30 IN., MEASURED FROM THE CITY OF ROCHESTER, MINNESOTA

BOITOM OF THE INLET TO THE TOP Of THE GRATE. THE INLET PROTECTION-~~DB~~[~:i; ;~u!g'~/~CE FILTER BAG INSERT MEASURED AT THE BOTTOM Of THE O'iffifl.OW HOLIS. w WHERE NECESSARY' THE CONTRACTOR SHALL CLINCH THE • ' I BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3• SIDE CLEARANCE.

INLET PROTECTION - FILTER BAG INSERT

NOTES

ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED N;GREGATE FILL SECURED WITH 50 PSI. ZIP TIE.

~N/OOT SPEC. 2573

MANUFACTURED ALTERNATIVES LISTED ON MN/DOT'S APPROVED PRODUCTS UST MAY BE SUBSTITUTED.

(j) GEOTEXTILE SOCK BETWEEN HO FEET LONG AND 4-6 INCH D~ETER. THE SEAM IS TO BE JOINED BY TWO ROWS OF STTICHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FlLL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLI PARTICLES OF COARSE AGGREGATE CONFORMING TO MN/DOT SPEC. 3137 TABLE 3137-1; CA-3 GRADATION.

INLET PROTECTION - ROCK LOG/COMPOST LOG

.l.ill.L

MAINTENANCE: INSPECT ALL MULCHES PERIODICALLY, AFTER RAINSTORMS TO CHECK FOR HILL EROSION, DISLOCATION, OR FAILURE. WHEN EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.

TYPICAL STAPLES #8 GAUGE WIRE

G *~ 1.5"

.l.ill.L ~

.l.ill.L

.l.ill.L

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PRESS ENDS 6 INCHES INTO THE SOIL AROUND STRUCTURES AND STAPLE SECURELY

WHEN USING NETIING IN CHANNELS, ROLL OUT STRIPS OF NETIING PARALLEL TO THE DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.

EROSION CONTROL BLANKET

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o0 RECE.\\JE.D ~~ 0: 0-

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NOTES: 1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. 2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT

DOWN THE 2. GRADE. ALLOW NETIING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES- DO NOT STRETCH. MAT OR BLANKET-TYPE PRODUCT SHOULD PROVIDE AT LEAST 30% COVERAGE OF THE SURFACE WHERE IT IS APPLIED.

3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY AS SHOWN. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 FOOT AROUND THE EDGES AND BOTIOM. WHERE 2 STRIPS OF NET ARE LA YEO SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETIING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FOOT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES.

4. TO JOIN TWO STRIPS, CUT A TRENCH AND ANCHOR THE END OF THE NEW NET. OVERLAP THE END OF 4. THE PREVIOUS ROLL 1 B INCHES, AS SHOWN, AND STAPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT.

.l.ill.L

FLOW

.... .... .... .... ....

~

.... .... A. BURY THE TOP END OF

THE MATIING STRIPS IN A TRENCH 6 INCHES OR MORE IN DEPTH.

B. TAMP THE TRENCH FULL OF SOIL SECURE WITH ROW OF STAPLES, 10 INCH SPACING, 4 INCHES DOWN FROM THE TRENCH .

C. OVERLAP - BURY UPPER END OF LOWER STRIP AS IN "A" AND "B". OVERLAP END OF TOP STRIP 18 INCHES AND STAPLE_

D. EROSION STOP· FOLD OF MATIING BURIED IN SLIT TRENCH AND TAMPED DOUBLE ROW OF STAPLES.

~ WSB


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GRADING, DRAINAGE &

EROSION CONTROL DETAILS

CG501

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SECTION B-B

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NOTES

(D REFER TO PLANS AND S.D.P. 1-11 & 1-12 FOR lYPE OF FRAME, GRATE AND CURB BOX.

(D ADJUSTING RINGS SHALL BE PER S.D.P. 1-13, AND BE FULiY MORTARED. HEIGITT OF RINGS SHALL BE 2• MINIIAUM-8" MAXIMUM WITH 2 RINGS MAXIMUM.

CD ~}IN[i~~~NtJ~[E ~R~1N~Zi11~c HAVING AN AREA OF NOT LESS THAN 0.12 SQ. IN. PER FOOT OF HEIGHT.

4. NO STEPS REQUIRED.

0) :~;iriME Ji:i~/1~T1iEITT

AND TO DIRECT THE FLOW TO OUTLET AT MINIMUM SLOPE OF I /4" PER FOOT. MINIMUM CONCRffi THICKNESS AT OUTLET 1 1/2".

@ SEE s.o.r. 2- 01, 2- 05 AND 2-06 FOR CURB, GUTlER AND REINFORCEMENT DETAILS AT CATCH BASINS.

(J) SEE S.O.P. 1-08 FOR SUBDRAIN OETl'JLS AT CATCH BASINS.

@ A PROTECTIVE COATING SHAli BE APPUEC TO THE STRUCTURE WALLS, FROM THE CASTING TO THE FULi DEPTH OF THE STORM STRUCTURE AS SPECIFIED.

STRUCTURE TYPE 1


CASTING REFERENCE NUMBERS

il.~f___f,!; YM-l~w-~ . ASST. CITY ENGINEER DIRECTOR

CASTING REFERENCE NUMBERS

NOTES CD CONE SHALL BE CONCENTRIC. REFER

TO MN/DOT S.P. 4005.

(D ,R_TzRF~i ~:~tRDEOSU~R~o.1c~:o

SHALL BE 80L1EO TO CONCRETE IN FIELD APPLICATIONS.

CD ADJUSTING RINGS SHALL BE PER S.O.P. 1-13.

(D REINFORCING SHALL BE A MIN. OF A SINGLE LINE STEEL l\1RE F/IBRIC HAVING AN AREA OF NOT LESS THAN 0.12 SQ. IN. PER FOOT OF HEIGHT.

@ STEPS ARE SPACED 15• O.C. MAXIMUM AND SHALL CONFORM TO MN/DOT S.P. 4180. STEPS SHALL BE ORIENlED ON THE UPSTREAM LEFT SIDE AS SHOWN.

@ ALL JOIITTS TO BE GASKETEO. REFER TO MN/DOT SPEC. 3726.

(J) PROVIDE CONCRffi FILLETS TO ITT BOTTOM PORTION OF PIPE TO DIRECT FLOW TO OUTLET AT 1/4" PER FT. MINIMUM SLOPE. SHAPE CHANNELS TO HAVE SMOOTH ROUND INVERTS. DEIPTH OF CHANNELS SHALL NOT BE LESS THAN 1/2 THE PIPE SIZE.

@ MINIMUM CONCRffi THICKNESS AT LOWEST INVERT SHALL BE 1 1/2'.

9. IAAXIMUM PIPE SIZE: 24" FOR STRAIGITT THRU TO 135' 18" FOR 90' BEND

10. A PROTECTIVE COATING SHALL BE l'JPPUEC TO THE STRUCTURE WALLS, FROM THE Cm!NG TO THE FULi DEPTH OF THE STORM STRUCTURE AS SPECIFIED.

rFINISHED PAVEMENT

SEE COY STANDARD PLATES 1-02 THRU 1-05 FOR MANHOLE DETAILS.

SIZE CHART

A B C

21 3/4 23 7/B 5 3/4

21 3/4 23 7/8 7 1/4

21 3/8 23 7/8 9 1/4

24 1/2 25 3/4 6 1/2

SIZE USED IS DEPENDENT ON MATERIAL THAT MANHOLE IS CONSTRUCTED OUT OF.

INTERNAL WATER BARRIER

NOTES CD INTERNAL WAlER BARRIER PER ASTM D4976. MUST

~ATCH PRE-CAST CONE DIAMETER.

@ ~i ~R:;AlER BARRIER WRAP (ALL JOIITTS)

3. TRIM TOP OF SEAL TO 1 • saow CASTING LID. CmlNG SHALL NOT REST ON SEAL

(D PLACE SEALANT ON TOP OF CONE SECTION ANO BENEATH SEAL

® USE POLYETHYLENE ADJUSTING RINGS vnTH INTERIOR BARRIER.

6. SET TOP OF RING CmlNG TO 1/2" BELOW FINISHEC PAVEMENT.


MANHOLE WATERPROOFING PAVED AREAS

MANHOLE WATERPROOFING IN PAVED AREAS

NOTES CD MANHOLE COVER SHALL CONFORM TO

MN/DOT S.P. 4020.

(D MANHOLE BASE SHALL CONFORM TO MN/DOT S.P. 4011.

CD REFER TO PLANS AND S.O.P. 1-11 ANO 1-12 FOR CASTING REQUIRED. CASTING SHALL BE BOLTEC TO CONCRETE IN FJELD APPUCATIONS.

(D ADJUSTING RINGS SHALL BE PER 5.0.P. 1-1 J, ANO WATERPROOFING FOR SANITARY MANHOLES PER S.O.P. 1-07.

® :~~~RB~~=-!~/ F:~1~u~A~~l AN AREA OF NOT LESS THAN 0.12 SQ. IN. PER FOOT OF HEIGHT.

SEE SHEET 2 FOR MANHOLE DIMENSIONS

® STEPS ARE SPACEC AT 16" O.C. MAXIMUM AND SHALL CONFORM TO MN/DOT S.P. 4180. STEPS SHALi BE ORIENTEID ON THE UPSTREAM LEFT SIDE.

(D ALL JOIITTS TO BE GASKETED, IITTH 2 ROWS AT TOP SLAB. REFER TO MN/DOT SPEC. 3726.

@ PROVIDE CONCRffi FlliETS TO ITT BOTTOM PORTION OF PIPE TO DIRECT FLOW TO OUTLET AT 1/4" PER FT. MINIMUM SLOPE. MINIMUM CONCRETE THICKNESS AT LOWEST INVERT SHALL BE 1 1/2".

@ WATERTIGITT SEAL PER IIN/DOT S.P. 4007. REQUIRED FDR SANITARY SEWER USE.

DEPARTI.IENT OF PUBLIC WORKS CITY OF ROCHESTER, I.IINNESOTA

STRUCTURE TYPE 4 (XX in.)

SEE MN/DOT S.P. 3145 FOR TIE BARS

NOTE:

SEE MN/DOT S.P. 3100 & 3110 FOR CONCRETE APRON ~

", ANCHOR CUP "'

ANCHOR BOTH SIDES

BAR SIZES

PROVIDE 3 ANCHOR CUPS TO FASTEN TRASH GUARD TO FLARED END SECTION HOT DIP GALVANIZE AFTER FABRICATION

PIPE SIZE ROUND ARCH

12· 2 1 2· 15' 3•

10·-24• 22"-29" 4• 27"-36" 36"-44" 5.-

42"-54" 51"-65" 6' 60"-72" 73• -88" 7" 78"-90' 8"

STANDARD DESIGN HEAVY DESIGN PIPE SIZE

ROUND I ARCH 12"-24" I 22· -29· 27"-48" I 35• -59" 54"-90" I 65"-BB"

HOLE DIA. BOLT BAR PIPE SIZE HOLE OIA. BOLT BAR REQ'O DIA. SIZE ROUND I ARCH REQ'D DIA. SIZE

3/4" 5/8" 5/8" 12·- 1a· I 22· 3/4' 5/8" 3/4" 7/8. 3/4" 3/4" 21"-42" I 29"-51" 7/8" 3/4" ,·

1 1;a· ,· 1" 4a• -90" I 59• -88" I 1/8" r 1 1/4" BOLT LENGTH = PIPE WALL THICKNESS + 2 1/2"


TRASH GUARD FOR FLARED END SECTIONS

TRASH GUARDS ARE REQUIRED ON ALL INLETS AND AS D1REC1ED FOR OUTLETS.

TRASH GUARD FOR FLARED END SECTIONS

MANHOLE TOP SLAB

ALTERNATE TOP SLAB FOR MANHOLE

\J '

~ANHOLE TOP SLAB MANHOLE DIMENSIONS MAXIMUM PIPE SIZE L w X y z A B C D E 135"-180' 90'

14• 6" 9• - 58" 48" 5• 64" 5• 6" 27" 18" 14.5" 6" 6" - 55• 54• 5.5" 72• 8' 8" 33• ~

15' 7" 3• - 72• 60" 6" 78" 8' 8" 36" 24" 15.5" 7" o· - 79• 66" 6.5" 85" 8" 8. 42" 30' 16" a· - 3• 86" 72• 7" 92" 8" a· 42" 33•

16.5" 8" - 6" 93· 78" 7.5" 100· 8" 5· 48" 36" 17" 9• - g• 100· 84" 8" 106" 8" 8" 54• 42"

11.s· g" - 12· 107' 90" 8.5" 114' a· a· 60" 42" 18" g• - 15" 114" 95• 9• 120· 5• 8. 60" 42"

18.5' g• - 16" 121' 102· 9.5· 127' 8. 8' 60" 46' 18" 10· - 21· 126' ioa· 10· 132" 9• 12' 60" 54• 22· 1r - 24" 140· 120· 10· 146" 12· 12· 60" 60"

STRUCTURE TYPE 4 XX in MANHOLE DIMENSIONS

FLARED END SECTION

1 2 3 4 5 6

FLARED END SECTION

DIMENSIONS

MIN. RIPRAP LENGTH MIN. RIPRAP DEPTH {FEET) {INCHES)

7 9 6 9 9 9 17 22 9 9 6 9

PLAN VIEW

SECTION 1

NOTES:

d50 STONE SIZE (INCHES)

6 6 6 14 6 6

_J

1. RIPRAP SHALL CONFORM TO SECTION 2511 "RIPRAP" OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION .

2. FILTER FABRIC SHALL CONFORM TO SECTION 3733 "GEOTEXTILES" OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION.

RIPRAP INSTALLATION


SCALE: DESIGN BY:

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GRADING, DRAINAGE &


CG502

0 z

~

"' 0

g §

D w 4" 21 "

6" 23"

8" 26"

10" 28"

12" 31 "

15" 34"

18" 39"

24" 48"

LINE OF TRENCH

NOTES:

FINAL BACKFILL SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS

CONSTRUCTION SEQUENCE: 1. PLACE BEDDING MATERIAL. DO NOT COMPACT UNDER PIPE INVERT. (Do/3) 2. COMPACT OUTER BEDDING 3. INSTALL PIPE TO LINE AND GRADE 4. PLACE AND COMPACT THE HAUNCH AREA TO SPRINGLINE 5. COMPLETE BACKFILL TO SPECIFICATIONS.

NOTES: 1. BEDDING THICKNESS t=Do/24, BUT NOT LESS THAN 3" IN ROCK t=Do/1 2, BUT

NOT LESS THAN 6" 2. ALL PIPE SHALL BE PROTECTED DURING CONSTRUCTION BY THREE FEET

OF COVER. APPROACH RAMPS SHALL NOT EXCEED ONE FOOT IN SIX FEET. 3. IF UNSTABLE TRENCH BOTIOM SUBGRADE CONDITIONS ARE

ENCOUNTERED, ADDITIONAL CRUSHED ROCK FOR BEDDING AND EXTENT SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER. (THE COST, MEASUREMENT, AND PAYMENT FOR ADDITIONAL CRUSHED ROCK FOR UNSTABLE TRENCH BOTIOM SUBGRADE PIPE BEDDING CONDITIONS SHALL BE PAID FOR PER SECTION 1 OF THE CONTRACT SPECIFICATIONS.)

4. TRENCH SHALL BE BRACED, SHEETED OR SLOPED AS NECESSARY FOR THE SAFETY OF WORKMEN AND PROTECTION OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS.

TRENCH BACKFILL ENGINEERED FILL: SEE SPECIFICATIONS FOR MATERIAL AND COMPACTION REQUIREMENTS

1. WHERE TRENCH BOTIOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321 , LATEST EDITION

HAUNCHING AND INITIAL BACKFILL: ENGINEERED FILL 1" MAX. PARTICLE DIA.

BEDDING MATERIAL 2. HAUNCHING AND INITIAL BACKFILL SHALL BE CLASS I, II OR Ill AND INSTALLED AS

REQUIRED IN ASTM D2321 , LATEST EDITION. 3. MINIMUM COVER= 12" TO FINISH GRADE SURFACE MOUND AND COMPACT TO 48"

COVER DURING CONSTRUCTION MIDDLE BEDDING PLACED LOOSELY

PVC/HDPE PIPE BEDDING CONCRETE/DUCTILE IRON PIPE BEDDING

NYLOPLAST DRAIN BASIN WITH SOLID COVER

(1 , 2) IITTEGRATED DUCTILE IRON FRAJAE & COVER TO MATCH BASIN OD

18" IMN WIDTH GUDBJNE

8" IAIII THICKNESSGUIDEUNE

(3) VARIABLEIIMRT HEJGHTS AVl'JLABLE (AC=NG TO

PLANS/TAKEOFF)

IAINIMUM PIPE BURIAL DEPTH PER Pl'E MANUFAClURER

RECOMIA8 1DATION (MIN. MANUFACTVRING

REO. SAME AS IMN. SUMP)

(41 VARIOUS TYPES OF Im.ET & O\ITl.ET AOAPTIRS AVl'JLABLE: 4" · 30" FOR CORRUGATED HOPE

(ADS N-1:IJHANCOR DUAL WAl.l, AOS/HANCOR SIIIGLE WALL), N-12 HP, PVC 5EIVER (El<: SOR 35),

PVC rm/ (EX: SOi 40), PVC C900/C905, CORRUGATED & RIIBED PVC

WATERTIGHT JOlt/T (CORRU GATED HOPE SHOWN)

0 1 • 4" · 3D"50Ll)CQVERSSHAl..l8EDUCT1.fRON PfRASTM A5.l6GRAOEio-»o5. 2 -12'-~FRM£SSKALLBEDUCTURlNPEHA.SD.IA5J6GRA[IE Jl)-50-05.

tr I, 10" SOOD COVERS m o~cnvorro DRUIB.lSIISY/ITH lHE USE Cf APVC BOOYTOP. SEE DRA't111G IIO. R01-110-0.S..

3 • OFWIBASfl lO BE CUSlo,Jf.WIJFACT\.REDACC()fU)l{GTO F\.NI DETAI.S. RlSERSME NEEDEDFOflBASNSO\'ERB,!'"[lUE10 SHfftlG REmucTIONS. SEEDRAWIIGtf0.7001•110-0M.

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REVISIONS BY DAD

ST'D-201

~ WSB


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rn;.MINNESOTA ~ : 55901 lATrTUOE/LONGITUOE: 44.0499481-92.515546

CONTACT JNFORMA110NfRESP0NSIBLE PARTIES TOWNER DEVELOPMENT OWNS THE tAND. THE CITY OF ROCHESTER OWNS THE ADJACENT ROADS .\ND EASEMENT AREAS ASSOCtATED WfTH THE PROJECT. TOWNER OEVEL.DPMENT IS THE OWNER PERMITTEE APPL YING FOR PERMIT COVERAGE AND WILL BE RESPONSIBLE FOR DEVELOPING THIS SWPPP AND THE LONG•TERM MAlliTENANCE PLAN OF THE PERMANENT STORMY/ATER MANAGEMENT SYSTEM FOR nus PROJECT (IF APPLICABLE). THE OWNER WIU ENSURE THAT THE DESCRIBED WORK IN THE SWPPP IS BEING COMPLETED BVTHE OPERATOR PERMITTEE.

OWNERTPERMITTEE: TOWNER DEVELOPMENT (GREG TOWNER) 3059 LAKE VISTA DRIVE NW ROCHESTER, MN 55go1 [email protected]

THE PRIMARY COITTRACTOR Will ENTER INTO A CONTRACT WITH TOWNER OIM!LOPMENT TO COMPLETE THE REQUIRED WORK FOR THIS PROJECT. THE PRIMARY COITTRACTOR WILL SECONE (UNDER CONTRACT) THE OPERATOR CO-PERMITTEE ON THE NP DES PERMrT {THROUGH EXECVTtON OF A NPOES PERMIT MODIFICATION FORM), AND THEREBY AGREE TO l~MENT THIS SW PPP IN COOPERATION WITH THE ONNER THE OPERATOR IS RESPONSIBLE FOR DEVELOPING A CHAIN OF RESPONSIBILITY PRIOR TO STARTING CONSTRUCTION (REFER TO SW PPP AMENDMENT SECTION). THE NPOES PERMIT MODIFICATION FORM SHALL BE SUBMITTED TO THE MPCAAFTER THE PROJECT IS AWARDED TO THE PRIMARY CONTRACTOR, PRIOR TO LETTING lltE PROJECT.

THE OPERATOR WILL INSURE THAT INDIVIDUALS OVERSEEING OR IMPLEMENTING THE SWPPP HAVE BEEN PROPERLY TRAINED ANDlHAT CERTIFICATIONS W!LLBE MADE AVAILABLE UPON REQUEST. THIS INCLUDES A1N SUB·CONTRACTORS THAT THE OPERATOR EMPLOYS UNDER SEPARATE CONTRACT. TI-IE EROSION CONTROL SUPERVISOR SHAl.LHAVE AlJTI,IORllY OVER ALL OPERATOR OPERATIONS WHICH INFLUENCE NPDES PERMIT COMPLIANCE, INCLUDING GRADING, EXCAVATION, CULVERT INSTAliATION. UTILITY WORK, CLE/1.RINGJGRUBBING, DEWATERING,AND ANV OTHER OPERATION THAT INCREASES THE EROSION POTENTIAL ONll-lEPROJECT.

TliE OPERATOR WILL IMPLEMENT AND MAINTAIN BMPS FOR TI1E DURATION OF CONSTRUCTION PROJECT. THE OPERATOR WILL COMPLETE THE REQUIRED SITE INSPECTIONS, AND IS RESPONSIBLE FOR.NPDES PERMIT REQUIREMENTS PART 11.B, II.C, 111.B,F, JV, V, AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A. PART C TO REMAIN IN COMPllANCE WITH NPOES PERMIT.

OPERATOR/PERMITTEE: (TO BE DETERMINED lliROUGH TRANSFER OF NPOES.CSW PERMIT)

CHANGE Of CQYFBAGF· FOR CONSTRUCTION PROJECTS WHERE THE OWNER OR OPERATOR CHANGES, (E.G., AN ORIGINAL DEVELOPER SELLS PORTIONS OF THE PROPERlY TO VARIOUS HOMEBUILDERS OR SB.LS THE ENTIRE SITE TO/\ NEW OVJNER) THE CURRENT OWNER ANO THE NEW OWNER OR OPERATOR SHALL SUBM£T A COMPLETE PERMIT MODIFICATION ON A FORM PROVIDED BY THE COMMISSIONER. THE FClRM MUST BE SUBMITTED PRIOR TO THE NEW OWNER OR OPERATOR COMMENCING CONSIBUCTION ACTIV1TYON SfTE OR IN NO CASE LAlER THAN 30 DAYS AFTER TAKING OWNERSHIP OF THE PROPERlY. THE OWNER SHALL PROVIDEASWPPP TO THE NEW OWNER ANO OPERATOR THAT SPECIFICAU. Y ADDRESSES THE REMAINING CCN'IISTRUCTION ACTIVITY.

nus SWPPP WAS PREPARED BY AN INDIVIDUAL THAT HAS BEEN PROPERLY TRAINED IN ACCORDANCE TO PART IIIFOFTHE NPOES PERMIT.

SWPPP DEVELOPER: WSB & ASSOCIATES, INC. (MICHAEL RASK) 3701 -40™ AVENUE tNI, SUITE 100 ROCHESTER, MN 55901 507•21&--3380/[email protected]

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PROJECT F.NGINF.ER• wse &ASSOCIATES, INC. (CHRIS SONMOR) 15574 EDGEWOOD DRIVE ST. CLOUD, MN 56425 320-534-5964/[email protected]

APPLICABLE Fl;DERAL TRIBAL STAI§ OR LOCAL PROGRAMS· THE MORE smlNGENT OF LOCAL vs. STATE vs. FEDERAL RULES SHALL APPLY WHERE THEY CONFLICT. TiiE OPERATOR IS RESPONSIBLE TO COMPLY WITH ALL APPLICABLE PERMITS. MN DOT SPECIAL PROVISIONS, MNOOT SPEC BOOK (2018 EDITION), AND MNOOT SPECIFICATIONS 1717.

NPDES.CSW #COOOXXXXX. /j/h_ ---

BASICIACIDIC PH LEVELS FROM CURB AND GUTTER, MANHOLE STRUCTURES, SIDEWALKS, DRIVEWAY APRONS, FOUNDATIONS, BRIDGE ABUTMENTS, WET/ORV PAVEMENT CUTIING, MASONRY WASHOUT/CLEANOUT, EXCESS Nl.ITRIENTS FROM lANDSCAPING INSTALLATIONS, SOILADDmVES, FERTILIZATION, MULCHING. HYDROCARBONS FROM smEET CONSIBUCTION, DEMOLITION/REMOVALS, WET/CRY PAVEMENT CUTIING.

COtf§JRUCTTQN ACTIYOY Ali9lJIAEMENJS (PART IV.): EROSION COHJROL PRACTICES PROCEDURES & MAINTENANCE STANDARDS TiiE OPERATOR IS RESPONSIBLE FOR THE INSTAU.ATION, OPERATION, ANO CONTINUED MAINTENANCE OF All TEMPORARY ANO PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTRCH.. BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE, UNTIL FINAL STABILIZATION IS ACHIEVED. ALLEMPS MUST BEAOEQUA.TELY LOCATED, DESIGNED, INSTALLED, AND MAINTAINED TO PREVENT EROSION FROM A MINIMUM 0.5 JNCHTOTAL RAINFALL EVENT WITHIN 24 HOURS.

ALL NONFUNCTIONAL Bl.!PS MUST BE REPAIRED. REPLACED. OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS CAY AFTER DISCOVERY, OR AS SOON AS FIELD CONOmONS AUCH/ ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED IN TI-IE SWPPP. AU.ERODED UATERlAL THAT LEAVES THE SITESHAL.1. BE COLLECTED BY THE OPERATOR AND RETURNED TO THE SITE AT THE OPERATOR'S EXPENSE AND INCIDENTAL TO THE PROJECT COST.

TEMPORARY OR PERMANENT STABILIZATION SHALL BE INITIATED AS SC]QN AS POSSIBLE BUT NO LATER JHAN THE END Of JHE NEXT ~ FOUCM'ING THE DAY EARTH+OISTURBING ACTIVTTIES IN THAT PORTION OF THE SITE HAS TEMPORARILY OF PERMANENTI..V CEASED. ALL EXPOSED SOIL AREAS SHALL BE STABILIZED WITHIN ~AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. JNrrtATED STABILIZATION JS DEFINED AS COMPLETING ONE {OR MORE) OF THE FOLLOWING: SOlLPREPARATION FOR VEGETA110N, MULCHING (OR OTHERlEMPORARY NON-VEGETATIVE BMP), SEEDING/PLANTING, OR SCHEDULING STABILIZATION MEASURES TO BE FULLY INSTAUED AND COMPLETED WITHIN THE 14 DAY TIMEFRAME.

TEMPORARY & PERMANENT EROSION CONTROL BMPS PlEASE REFER TO THE EROSION COITTROL PLAN FOR TEMPORARY EROSION CON1R0LPROV1SIONS PLEASE REFER TO THE LANDSCAPE PLAN FOR PERMANENT EROSION CONTROL PROVISIONS

RAPID STABILIZATION METH00#1: THIS METHOD SHALL CONSIST OF TYPE 1 MULCH (2 TON PER ACRE) WITH DISC ANCHORING BE SPREAD IN AREAS THAT HAVE BEEN UN'NORKEO FOR 14 DAYS. THIS METHOD SHALL BE USED ON SLOPES OF 3:1 AND LESS. OPERATOR MUST APPLY MULCH IN A UNIFORM PATTERN OVER THE DISTURBED SOILS TO ACHIEVE A MINIMUM OF 90% GROUND COVER.

RAPID SJARII IZATION METHOD #2: THIS METHOD SHALL CONSIST OF TYPE 3 MULCH (1.5 TON PER ACRE) OR 3884 TYPE HYDRAULIC MULCH (750 LBS PER ACRE) BE SPREAD IN AREAS THAT HAVE BEEN UNWORKED FOR 14 DAVS. THIS METHOD SHALL BE USED ON SLOPES GREATER THAN 3:1 AS lEMPORARV COVER.

SOD/SEED Ml)(: MNOOT SEED MIX ANO/OR SOD WITH APPROPRIATE MN COT FERTILIZER WILL BE USEC AS PERMANENT COVER FOR ALL EXPOSED GROUND AREAS PER MANUFACTURERS SPECIACATIONS.

fROSION CONJROL BLJ\NKET: A MNOOT CU\SSIFIEO EROSION CONTROL BLANKET SJJ.J\LL BE ADDED IN COMBIN/\TION WITH SEED MIX/FERTILIZER TO ALL AREAS SLOPED AT 3:1 OR GREATER, HIGH PRIORITY AREAS, AS WELL AS IN OR NEAR DITCH BOTIOMS TO ESTABLISH PERMANENT EROSION CONTROL THE CITY OF ROCHESTER REQUIRES SLOPES STEEPER THAN 4:1 AND 4:t SLOPES LONGER THAN 30 FEET ARE SEEDED ANO PROTECTED Wini EROSION CONTROL BLANKET OR SODDED ANO STAKED~ PERMANENT COVER.

IfMPORARY WINIER COYER: AREAS OF EXPOSED SOILS THAT ARE NOT COMPLETED BEFORE THE WINTER Will BE STA.B!LlZED Win-I TYPE l¥J (CERTIFIED NS W1ID FREE) ADJACENT TO WETLAND OR STORMWATER PONDS. All OTHER DISTURBED AREAS SHALL BE STABILIZED WITH TYPE #1 MULCH, UNLESS ALTERNATIVE MORE PROTECTIVE BMPS ARE SPECIFIC Will11N THESW"PPP. AU EXPOSED SOILS SHALL BE STABILIZED BEFORE CONSTRUCTION IS COMPLETED FOR THE SEASON.

STORM SEWER Otm,E[S· PIPE OUTLETS MUST HAVE TEMPORARY OR PER.Mo\NE/'fT ENERGY DISSIPATION WITHIN 24 HOURS AFTER HYDRAULIC CONNECTION TO A REC EM NG SURFACE WA TEA.

CONSTRUCTION ACTIVITY REQUIREMENTS (PART IV.): SEDIMENT CONTROL PRACTICES PROCEDURES & MAINTENANCE STANDARDS PERIMETER CONTROL BUPS SHALL BE INSTALLED ON ALL DOWN GRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER AREAS, PRIOR TO INITIATING UPGRADIENT LANO CISTURBANCEACTIVmES. UPLAND PERIMETER CONTROLS BMPS SHALL Be PLACED AS CLOSE AS POSSIBLE TO FOLLOW A SINGLE CONTOUR ELEVATION, ALL SILT FENCES ~UST SE REPAIR£0, REPLACED, OR MAINTAINED WHEN THEY BECOME NONFUNCTIONAL OR TI1E SEDIMENT REACHES 1/Z OF THE HEIGHT OF THE FENCE. ALL REPAIRS MUST BE COMPLETED BY THE ENO OF THE NEXT BUSINESS CAY AFTER DISCOVERY, ORAS SOON AS FIELO CONDITIONS ALLOW ACCESS. FLOATING SILT CURTAIN SHAU BE INSTALLED AS CLOSE TO THE SHORELINE AS POSSIBLE FOR SHORElANDIIN·V/ATER SHORT•TERM CONSTRUCTION ACTIVITIES. A.FTER TI-IE SHORT-TERM ACTIVITY IS COMPLETE, AN UPLAND PERIMETER CONTROL MUST BE INSTALLED IF EXPOSED SOILS CONTINUE TO DRAIN TO THE SURFACE WATER.

SURF="ACEWATERS INCLUDING OFF.SITE AND DOWNSTREAM DRAINAGE DITCHES, CATCH BASINS, Atm CONVEYANCE SYSTEMS, fJUST BE INSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. THE REMOVAL AND STABILIZATION OF EXPOSED SOILS MUST TAKE PLACE WiTl-llN SEVEN(7) OAVS OF DISCOVERY UNLESS PRECLUDED BV LEGAL, REGULATORY, OR PHYSIC/\1.ACCESS CONSTRAINTS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE PERMITTEES ARE RESPONSlflLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE, ANO FEDERAL AGENCIES AND RECEMNG ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK.

IF THE DO'v\lN GRADIENT TREATMENT SYSTEM IS OVERLOADED, ADDITIONAL UP GAAOIENT SE:DIMENT CONTROL PRACTICES OR REDUNDANT BMPS MUST BE INSTAUED TO ELIMINATE THE OVERLOADING. ANO THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES.

TEMPORARY & PERMANENT SEDIMENT CONTROL BMPS PLEASE REFER TO THE EROSION CONTROL PLAN FOR TEMPORARY SEDIMENT CONTROL PROVISIONS PLEASE REFER TO THE LANDSCAPE PLAN FOR PERMANENT SEDIMENT CONTROL PROVISIONS

pRQJEc:T D&:SiCAtPTION & SC:HEDUL§ THE PROJECT INCLUDES GENERAL SITE GRADING, INSTALLATION OF lfl1L£TES, RATE CONTROL POND CONSTRUCTION ANO CONSTRUCTION OF A MULTI-UNIT SELF-STORAGE FACILITY LOCATED IN ROCHESTER, MINNESOTA. THE ENTIRE SITE IS PLANNED TO BE GRADED ANO UTILffiES INSTALLED DURING PHASE I OF THE PROJECT. SELF-STORAGE BUILDINGS A, B, C, E, F, I AND J ARE PROPOSED lO BE CONSTRUCTED DURING PHASE I OF THE PROJECT. SELF-STORAGE BUILDINGS D, G, H AND KARE PROPOSED TO BE CONSTRUCTED DURING PKME II OF THE PROJECT WHICH IS TO TAKE PLACE APPROXIMATELY ONE YEAR AFTER CONSTRUCTION OF PHASE I IS COMPLETE.

PERMANENT STORMWATER MANAGEMENT SYS'reMS THE NPDES PERMANENfWATER QUALITY VOLUME (PART 111.0) FROM THE NET NEW IMPERVIOUS SURFACES OF THE PROJECT IS PROVIDED IN THE EXISTING REGIONAL STORPdWATER POND ADJACENT TO THE PROJECT (NW COMMERCIAt POND - POND ID: 360). A ORY PONO IS A.LSO PROPOSED TO BE CONSTRUCTED ON.SrTE FOR RATE CONTROL INTO THE EXISTING STORMWATER PONO. HVDROLOGIC ANO WATER QUALITY MODELING DATA IS AVAILABLE UPON REQUEST.

EXISTING SITE CONDIDONS SOILS & WATER RESOURCES EXISTING SITE CONDmONS: THE SITE IS CURRENTl Y VACANT LAND THAT WAS GRADED AS TliE NVV COMMERCIAL CENTER SUBOIVJSION DEVELOPED SEVERAL YEARS AGO.

SOILS AND NATIVE TOPSOIL.: NATIVE TOPSOIL MAY BE STRIPPED ANO 5TOCKPILEC FOR FINAL GRADING Qtl'ERATIONS THOUGH AN APPROVED SW PPP AMENDMENT. EROSION AND SEDIMENT CONTROL BMPS MUST BE IMPLEMENTED WHeN THE STOCKPILES ARE NOT ANITCIPATEO TO BE ACTIVELY WORKED WrTHIN 14 DAYS. PLEA.SE REFER TO-rEMPORARY AND PERMANENT EROSION CONTROL BMPS. ANO "TF.MPORARY ANO PERMANENT SF.OIMF.NTCONTROL AMPS" SECTION~ IN THIS SWPPP FOR FURTHER INFORMATION

MACHINE SLICED §Ii TFENC~ SILT FENCE WIU BE PLACED IN ACCORDANCE TOTI-IE PLAN SHEETS WHERE THE SITE SLOPES OFF OFlHE PROJECT LOCATION ATMORE THAN 1:3 GRAOIENT AS WRL AS NEAR CRITICAL YIETI.AND AREASW£TH A SECONDARY REDUNDANT BMP. TI-IE BMP Will BE CLEANED OUT OR REPLACED WHEN THE SEDIMENT REACHES 1f2. THE HEIGHT OF THE FENCE.

IEMPOAABX STOCK PH es· ALL STOCKPILES MUST HAVE Sil T FENCE OR EQUIVALENT PERIMETER SEDIMENT CONTROLS IMPLEMENTED ANO MAINTAINED AT ALL T1Pv1ES. PILES CANNOT BE PLACED IN BUFFER AREAS OR SURFACE WATERS, INCLUDING STORM'NATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS ANO OJTCHES UM.ESS THERE IS A BYPASS IN PLACE TO PREVENT STORMWA"TER RUN-ON INTO THE STOCKPILE.

CONSTRUCTION SITE ENTRANCFNFHICl E TRACKING: OPERATOR MUST MINIMIZE SEDIMENT FROM LEAVING THE CONSTRUCTION SITE (OR ONTO STREETS WITHIN THE SITE) BY IMPLEMENTING BMPS SUCH AS ROCK PADS, SLASH MULCH, CONCRETE OR STEEL WAfiH RACKS, OR EQUIVALENT SYSTEMS. STREET SWEEPING MUST BE USED DAILY DURING CONSTRUCTION OPERATIONS If SUCH BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEJNGTRACKEO ONTO THE smeer. TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED SURFACES (ON AND OFF-SITT:) WITHIN 24 HOURS OF DISCOVERY, OR SOONER AS DIRECTED BY THE PROJECT ONNER MULTIPLE smEET SWEEPINGS ATTliE OPERATOR'S EXPENSE MAY BE REQUIRED ON All ENTRYIEXIT POINTS TO ntE SITE AT THE DISCRETION OF THE PROJECT OWNER.

INLET PROTECTION: AU STORM DRAIN INLETS (INCLUDING DOWN GRADIENT, OFF.SITE) MUST BE PROTECTED av APPROPRIATI;. BMPS OURl~lG CONSTRUCTION UNTIL ALL SOURCES Wini POTENTIAL FOR DISCHARCING TO THE INLET HAVE BEEN STABILIZED. SILT FENCE IS NOT AN ACCEPTABLE CATCH BASIN INLET PROTECTION BMP. CONTACTORSHALL CLEAN, REMOVE AND DISPOSE OF SEDIMENT, ANOJOR REPLACE STORM CRAIN INLET PROTECTION ON A ROUTINE BASIS TO ENSURE THE DEVICE IS FULLY FUNCTIONAL PRIOR TO THE NEXT FORECASTED PRECIPITATION EVENT (30,. OR GREATER). INLET PROTECTION MAY BE REMOVED FORA PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED AND THE PERMITTEE(S) HAS RECEIVED WRITIEN CORRESPONDENCE FROM THE JURISDICTIONALAUTHORllY {E.G. CITY/COUNTY/TOWNSHIP/MNDOT ENGINEER) VERIFYING THE NEED FOR REMOVAL WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP ANO AVAILABLE W£THIN 72 HOURS UPON REQUEST. PERMISSION TO REMOVE INLET PROTECTION BASED ON A SPECIFIC SAFETY CONCERN MUST STILL BE OBTAINED FROM THE LOCAL JURISDICTIONAL AUTHORITY WITlilN 30 DAYS OF REMOVAL

DUSI CONTROL: THE CONTRACTOR IS REMINDED TO REAOAtlD UNDERSTAND THE FOLtOWINC3 MINNESOTA RULE 701t.0150ANO THE FOLLOWING: NO PERSON MAY CAUSE OR PERMIT TI-IE HANDUNG, TRANSPORTING OR STORING OF ANY MA.TERIAL IN A. MANNER WHICH Alla-NS OR MAY AU.CJW CONTROL!ABLE PARTICULATE MATTER TO BECOME AIRBORNE. EXCEPT AS OTHERWISE PROVIDED, THE CONTRACTOR MAY NOT CAUSE NOR PERMIT THE CONSTRUCTION, REPAIR. DEMOLmON, OR USE OF UNPAVED OR UNTREATED AREAS WITHOUT RRST PUTTING INTO EFFECT AN ONGOING PROGRAM USING THE BEST PRACTICAL METHODS TO PREVENT PARTICULATE MATIER FROM BECOMING AIRBORNE. OUST FROM THE SITE WILL BE CONTROLLED BY INCREASED STREET SWEEPING AND/OR USING A MOBILE PRESSURE-TYPE C1STR1BUTOR TRUCK TO APPLY POTABLE WATER TO DISTURBED AREAS. THE MOBILE UNITWILLAPPLV WATER AT A RATE NECESSARY TO PREVENT RUNOFF AND PONDING.

D§WATEAING STREAM DIVERSION AND BASIN DRAINING WHEN OEWATERING OR BASIN DRAINING IS REQUIRED. THE CONTAACTORSHAU SUBMIT A OEWA.TERING PLAN ANO NARRATIVE TO THE PROJECT F.NmNEER FOR APPROVAL PRIORTOUNOF.RTAKING THF.fiF. Ar.nvmF..S, nEWATERING Pl.AN MUST INC'~ W)F. AMP'S TO PRF.VFNT SEDIMENT TRANSPORT, EROSION, AND ADVERSE IPA PACTS TO DONNSTREAM RECEIVING WATERS. THE DEWATERING PLAN MUST ALSO INCLUDE ANY SPECIFIC CHEMICAL TREATMENTS (FLOC, POLYMERS, ETC.) THAT WILL BE USED. IF AN APPROVED TMOL WASTE LOAD ALLOCATION IS ESTABLISHED FOR CONSTRUCTIONACTIVmEs ON A RECEMNGWATERBOOY, THE OPERATOR MUST IMPLEMENT AlL NECESSARY BMP"S TO MEET THE A.SSIGNEO Wl.A THE DEWATERING PLAN ANO ONR APPROPRIATIONS PERMIT WILL BECOME PART OF THE SWPPP. WATER THAT IS TURBID OR HAS SEDIMENT MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN {ANDIOR OTIER APPROPRIATE BMPS) ON THE PROJECT SITE WHENEVER POSSIBLE. DISOtARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASIN MUST SE VISUALL V CHECKED TO ENSURE ADEQUATE TREATMENT IS OBTAINED IN TI-IE BASIN AND THAT NUISANCE CONDmONS (SEE MINN. R. 7050.0210, SUBP. 2), IMPACTS TO WETlANDS, AND EROSION IN RECEIVING CHANNELS CRON DOWNSLOPE PROPERTIES WILL NOT RESULT FROM THE DISCHARGE... THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIP RAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES AND ADDITIONAL FILTRATION BMPS ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS, OIL. OR GREASE.

FINAL STABILIZATION FINALSTAB1UZATION IS ACHIEVED WHEN NP DES COP PARTS IV.G.1·5, ARE COMPLETED PRIOR TO SUBMISSION OF THE NOTICE OF TERMINATION TO MPCA. SEE PERMANENT EROSION CONTROL PROVJS!ONS FOR SPECIFIC UETliOOS .A.ND APPLICATIONS.

1. 701',Vl;Gl;TATIVE COVE:R• All SOIL DISTURBING ACTMTIES AT THE SITE HAVE BEEN COMPLETED ANO .A.LL EXPOSED SOILS ARE STABILIZED BY A UNIFORM. LIVE PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE PERVIOUS SURFACE A.REA, OR On-lER EQUIVALENr MEANS NECESSARY TO PREVENT SOIL FA.I LURE UNDER EROSIVE CONDITIONS.

2. FINAi CLEAN OUT OF PERMANENT STORM'NATER MANAGEMENT SYSTEMS & CONVEYANCE SYSTEMS· All SEDIMENT MUST BE REMOVED FROM PERMANENT STORMWATER MANAGEMENT SYSTEMS, CONVEYANCE SYSTEMS, AND DITCHES MUST BE STABILIZED W£TH PERMANENT COVER.

3. REMOVAL Of All JFMPORARY SYNJHfillC BMPS: AU TEMPORARY SYNTHETIC AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED ON THE PORTIONS OF TI-IE SITE FOR WHICH THE PERMITIEE IS RESPONSIBLE'. SMPS DESIGNED TO DECOMPOSE ON SITE (SUCH AS SOME COMPOST LOGS) MAY BE LEFT IN Pl.ACE.

-4. OPERATOR PROVIDES THE OWNER ALL INSPECTION AND SWPPP AMENDMENT RECORDS FOR THE PROJECT. OWNER IS RESPONSIBLE FOR KEEPING ALL RECORDS (AS DEFINED IN PART 11.E.1·5) ON FlLE FOR THREE YEARS AFTER SUBMITIAL OF Tt£ NOTICE OF TERMINATION.

THE FOLLOWING USOA-NRCS MAPPED SO!l.S ARE SHOWN AS "NOT HIGHLY ERODIBLE". POTENTIALLY HIGHLY ERODIBLE, AND HIGHLY ERODIBLE· ON THE SWPPP SITE MAP.

P.ERCENTAOE APPROXIMATE PARTICl:E SIZE RANGE mm

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QFSCRtPIJON OE BFCflVJNG WATFBS O OCAifPWfIHIN H11Lf)· STORMWATER FROM THIS PROJECT WILL BE CONVEYED INTO SEVERAL CONSTRUCTED DITCHES AND CATCH BASINS WHICH DISCHARGE INTO THE PROPOSED RATE CONTROL PONO. PROJECT DISCHARGE POINTS (OVERFLOWS FROM POND) DISCHARGE 10 THE t,tN COMMERCIAL REGIONAL STORMWATER PONO (PONO ID: 360) LOCATED SOUlll OF THE PROJECT. THIS REGIONAL PONO UL TIMAlEL Y DISCHARGES INTO A TRIBllTARY OF CASCADE CREEK SOUTJ-t OF THE PROJECT.

QfSCBIPIION Of IMPAIRED WA.IF RS OB WAIFR SI/R..IFCT ID IMP! S· A SPECIAL AND IMPAIRED WATERS SEARCH WAS COMPLETED USING THE MPCA SEARCH ENGINE (HTIP:I/PCA-OIS02.PCA.STATE.MN.USJGSW/INDEX.HTML} ON 07!0~'2016. BASED ON THIS REVIEW, TI-IEREARE NO SPECIAL OR IMPAJREOWATERS \WITH CONSTRUCTION RELATED IMPAIRMENTS) LOCATED WITHIN ONE MILE OF, AND DOWNSTREAM OF ANY PROJECT DISCHARGE POINTS,

POTENTIAL FOR SEPl'dENTANP/DR 9Il15B POLLLITANTISl Dl5GHARGING fRDM Il1E PROJECT .SITE TI--iE TEMPORARY EROSION AND SEDIMENT CONIBOL BMPS IN THIS SWPPP HAVE BEEN DESIGNED TO MINIMIZE THE POTENTIAL OF SEDIMENTS DISCHARGING OFF-SITE FROM A0.5 INCH RAINFALL WITHIN A 24 HOUR PERIOD. THE NOAA An.AS 14 POIMT PRECIPITATION FREQUENCY ESTIMATE FOR THE PROJECT LOCATION WAS REVIEWED AND USED FOR ANTICIPATED INSPECTION FREQUENCY, BMP DESIGN, AND ESTIMATING CONSTRUCTION ACTIVmEs IN THIS SWPPP. ATLAS 14 RESULTS DO NOT NECESSARILY REFLECT ANY DESIGN CRITERJA IN THE PERMANENTSTORMWATER MANAGEMENT SYSTEM.

ROUTINF. INSPFr.TION AND AMP MAINTFNANC.F RY THf: OPFRATOR: IS CR\JC.!AI IN FNS\JRING THF FIINCITIONAlJTY OF FAr.H AMP. STF.FP SLOPES ANO OTiiER ENVIRONMENTALLY SENSrTIVEAREASTHAT ARE AT A HIGHER RISK OF SEDIMENTATION ARE DEANED IN THE SWPPP (IF APPLICABLE).

CONSffiUCTION PHASINGJSTAGING THE PROJECTS CONSTRUCTION SCHEOULING!PHASING IS DEFINED BV ll-lE PHASING INFORMATION CONTAINED WITHIN THE EROSION CONTROL PLAN ANO WITHIN THIS SW PPP. THE ENTIRE S1TE IS PLANNED TO DE GRADED AND UTILITIES INSTAU.EO DURING PHASE I OF THE PROJECT. SELF-STORAGE BUILDINGS A, B, C, E, F, I ANO J ARE PROPOSED TO BE CONSTRUCTED DURING PHASE I OF THE PROJECT. SELFSTORAGE BUILDINGS 0, G, HANO KARE PRO?OSEO TO BE CONSTRUCTED DURING PHASE II OF THE PROJECT WHICH IS TO TAKE PLACE Af!PROXIMATELV ONE YEAR AFTER CONSTRUCTION OF PHASE I IS COMPLETE. PLEJ\SE REFER TO THE CONSTRUCTION PLANS J\ND THE CONSTRUCTION Tl MELINE CONTAINED WITHIN THIS SWPPP FOR DETAILED CONSTRUCTION SCHEDULING/PHASING. THIS PHASING SCHEDULE IS SUBJECT TO CHANGE AT THE DISCRETION OF THE OWNER. TiiE SCHEDULE FOR INSTALLING TEMPORARY BMPS SHALL BE INCORPORATED INTO THE OPERATOR'S WEEKLY SCHEDULE FOR EACH CONSIBUCTION STAGE AND PRESENTED TO THE OWNER'S REPRESENTATIVE

BlJFFERS & AREAS NOT TO Bf D1$TIIRBED NO PRESERVED AREAS CF EXISTING VEGETATION OR AREAS TO NOT BE DISTURBED ARE IDENTIAEC ON 'n-lEPLAN SHEETS. SOIL DISTURBANCE SHALL NOT EXTEND BEYOND THE GRADING LIMITS AS DESCRIBED IN THE APPROVED GRADING PLAN.

ENVIRONMENTALLY 8ENS111Vf AREAS STEEP SLOPES: THERE ARE NO EXISTING OR PROPOSED SLOPES 1 IN 3 (:JJ,33':ft AND STEEPER) THAT ARE ANTICIPATED TO BE DISTURBED. STEEP SLOPES MAYBE TEMPORARILY CREATED DURING GRADING OPERA.TIO NS, AT WHICH TIME TEMPORARY BMPS MUST BE IMPLEMENTED BY THE OPERATOR [11iROUGH A SWPPP AMENDMENT) WITHIN 14 DAYS OF CEASING WORKtNG ON THE STEEP SLOPE.

CONTAMINATED PROPERTIES: THE MPCA "WHArs IN MY NEIGHBORHDDD' D.A.TABASE (PCA-GIS02.PCA.STATE.MN.USIVIIMN2/INDEX.HTML) WAS REVIEWED ON 07/0~018, THE RESULTS Of THIS REVIEW SHOW NO KNOWN COITTAMINATED PROPERTIES OR LEAK SOURCES LOCATED WITHIN ANO ADJACENT TO THE PROJECT LIMITS.

CONTAMINATED SOILS· IF CONTAMINATED SOILS ARE DISCOVERED DURING GRADl~JG OPERATIONS, THE CONTRACTOR MUST IMMEDIATELY SUSPEND WORK ANO NOTIFY THE ENGINEER ANO OWNER.

STORMWATER POUUTION MmGATION MEASURES (AS tOENJIFIEO FROM ENVjRONIAENTAL REVIEWI; NO FORMAL ENVIRONMENTAL REVIEW Wf.S REQUIRED FOR THIS PRWECT;THEREFORE, NOADDnlONALSTORMWATER RELATED MITIGATION MEASURES APPLY.

KARST AREI\S: THERE ARE NO KNOWN KARST A.REAS WITHIN OR ADJACENT TO THE PROJECT LIMITS.

SITE PLAN REQUIRED AREAS: NO AREAS OF 9HIGH ENVIRO~ENTAL RISKS" ARE KNCVIN TO BE LOCATED WITHIN OR IMMEDIATELY ADJACENT TO THE PROJECT LIMITS.

FLOOD CONTINGENCY PLAN: NO PROJECT ACTIVmES ARE LOCATED WITI--IN A 100-YEAR FLOODPLAIN ORFLOOChYAY, n-tEREFORE, A A.ODD CONTINGENCY PLAN IS NOT REQUIRED. THE PROJECT ENGINEER (AT THEIR DISCRETION) MA.Y REQUIRE A PREVENTATIVE FLOOD CONTINGENCY PLAN FOR SPECIFIC PROJECT ACTIVITIES ANO AREAS THAT ARE NOT LOCATED IN A 100-YEAR FLOODPLAIN OR FLOOOWAY.

AO\IADC JM(ASIYf SPfClf§" ALL IN.STREAM AND DEWATERING EQUIPMENT SHALL BE DECONTAMINATED OF AU.AQUATIC PLANTS MID PROHIBITED INVASIVE SPECIES PR!OR TO USING WITHIN SURFACE WATERS ON-SITE ANO TRANSPORTING OFF-SITE. A!J. DECONTAUNATION ACTIVITIES SHALL MEET THE CHAPTER 1 STAN DAROS OF THE MINNESOTA ONR'S BEST PRACTICES ktANUAL FOR MEETING DNR GENERAL PUBLIC WATERS WORK PERMIT GP 2~1.

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INSPECTION swppp AMENDMENTS RECORD KEEPING & TRAINING I. THE SWPPP CtwN OF RESPONSIBILITY MUST BE AMENDED BY ntE OPERATOR WHEN THE IDENTITY OF RESPONSIBLE SITE

OPERATORS (EROSION CONTROL SUPERVISOR, SUB.CONTRACTORS, ETC.)ARE KNOWN.

2. THE OPERATOR MUST INSPECT THE ENTIRE CONSTRUCnON SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION ANO WITHIN 24 HOURS AFTER A RAINFALLEVENf GREATER THAN 0.5 INCHES IN 24 HOURS. THE OPERATOR SHALL PROVIDE A RAINFALL GAUGE ON-SITE. WITHIN ONE MILE OF THE SITE, OR SOURCE OF THE WEATHER REPORTING SYSTEM THAT USES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES. THE LOCATION ANO SOURCE OF THE RAINFALL GAUGE OR REPORTING SYSTEM MUST BE DOCUMENT IN THE FIRST S\VPPP INSPECTION REPORT. THE INSPECTION FREQUENCY MAY BE REDUCED TO ONCE PER MONTH, IF SITE CONDITIONS MEETPARTIV.E.3 OF THE NPDES PERMIT. ALL INSPECTIONS ANO fMINTENANCE CONDUCTED MUST BE RECORDED IN WRITING BY ll-lE OPERI\TOR AND RETAINED WITH THE SWPPP. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCWOE:

A. DATE, TIME. AND NAME OF PER50N(5) CONDUCTING INSPECTIONS; B. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; C. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES. TIMES. AND PARTY COMPLETING MAINTENANCE ACTIVITIES); INCLUDING DOCUMENTATIONIPHOTOSOF IMPLEMENTED BMPS IITTENDED TO CORRECT A PROBLEM BUT FAJLED. D. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER nfAN 0.5 INCHES) IN 24 HOURS; E. DOCUMENTATION OF CHANGES MADE TO THE SWPPP.

3. SW PPP AMENDf¥1ENT5 AND SITE PLANS WILL BE PREPARED BY THE OPERATOR AND SUBMITTED TO THE OWNER FOR REVIEW AND WRITTEN APPROVAL BY THE PROJECT OWNER (OR DESIGNAT'ED REPRl::SENTATTVE). All OWNER ACCl!PTED ANO DENIED SWPPP AMENDMENTS ANO SITE PLANS MUST BE RECORDED IN WRmNG RETAINED WITH THE SWPPP.

4. THE SWPPP SHALL BE AMENDED 10 INCLUDE ADDITIONAL OR MODIFIED BMPS, DESIGNED TO CORRECT IDENTIFIED PROBLEMS OR ADDRESS SITUATIONS (UNDER PART 111.B OF THE NPDES PERMID, PRIOR TO CONDUCTING SPECIFIC STAGES/PHASES OF THE PROJECT, AS REQUIRED BY lliE OWNER AND DEFINED IN THIS PROJECT SW PPP.

5. THE SW PPP (ORIGINAL OR COPIES), A1..l. CHANGES TO THE SWPPP, PROJECT MANUAL AND INSPECTIONSIMAINTENANCE RECORDS MUST BE KEPT ATTHE: SITE DURING CONSTRUCTION BY THE OPERA.TOR WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SW PPP CAN BE ~EPT IN THE AELD OFFICE OR ON-SITE VEHICLE DURING NORMAL WORKING HOURS.

6. THE OPERATOR MUST ASSIGN A TRAINED INOIVICUAl(S) (PURSUANT TO PARTS lllAJ & 111.F) TO OVERSEE THE IMPLEMENTATION. MAINTENANCE, AND REPAIR OF DMPS. THIS INDIVIDUAL(S) SHAU.ALSO PERFORM INSPECTIONS, REVISE/.a.MEND THE SW PPP (DOCUMENT IN SWPPP AS NECESSARY), ANO BE AVAILABLE FOR AN ON SITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE PERMITTEO OWNER (OR ITS OESIGNEE), LOCAL GOVERNMENT UNITS, OR MPCA

POLLUTION PREVENTION MANAGEMENT MEASURES OPERATOR WILL COMPLY WITH ALL OF THE POLLLJTION PREVENTION A.NO MANAGEMENT MEASURES IDENTIFIED IN THE NPOES·CSW PERMIT. PART rv.F.1~. IN ADDmON. OPERA.TOR WILL COMPLY WITH STATE RULE 7011.0160 ON DUST PREVENTION REQUIREMENTS. OPERATOR WILL SUBMIT A SPILL PREVENTION AND RESPONSE PLAN (SPRP) TO THE ENGINEER PRIOR TO ANY CONSTRUCTION ACTIVITY. STORAGE AND DISPOSAL OF CONSTRUCTION AND HAZARDOUS WASTES MUST BE IN COMPLIANCE WITH MPCA REGULATIONS.

NO..EXPOSURE:. CONSTRUCTION ANO BUILDING PRODUCTS (THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS), PESTICIDES, HERB ICIDES, INSECTICIDES, FERTILIZERS, IBEATMENT CHEMICALS, ANO LANDSCAPING MATERIALS MUST BE UNDER COVER (PLASTIC SHEETING OR TEMPORARY ROOFS)TO MINIMIZE CONTACT WITH STORMWATERAND PRECIPITATION.

~ (SEDIMENT, ASPHALT, CONCRETE MIWNGS, CONSTRUCTION, ANO OEMOLnlON OEBRIS)AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND SHALL COMPLY WITH MPCA DISPOSAL REQUIREMENTS (CH. 7035).

HA2ARDQUS MAJERIAL§· (E.G. GAS, DIESEL, OIL. ANTIFREEZE, PAINT SOLVENTS, SOAPS, CETERGENTS, WOOD PRESERVATIVES, CLEANING SOLVENTS, CURING COMPOUNDS, ACIDS, ETC.) MUST EE STORED IN SEALED CONTAINERS IN RESTRJC'TED ACCESS AREAS TO PREVENT VANDALISM. SECONDARY SPILL CONTAINMENT IS REQUIRED FORALLMATERIAlS IF STORED ON-SITE FOR MORE THAN 24 CONSECUTIVE HOURS (DOUBLE WALLED TANKS ARE ACCEPTABLE FOR SECONDARY CONTAINMENT), STORAGE AND D!SPOSAL OF HAZARDOUS WASTES ANO MATERIALS MUST BE IN COMPLIANCE WITH MPCA REGULATIONS (CH. 7045).

PQBJARI E JOll ETS' MUST BE POSmONED AND SECURED SO THEY ARE NOTTJPPEO OR KNOCKED OVER

EQUlpUIH{WlsHICLS fU§LING EXJiANAL WASHING, AND P,(AINJENANCE PRACTICES· WHEN VEHICLE FUELING, MAINTENANCE, OR EXTERNAL WASHING MUST OCCUR ON-SITE, THE ACTMlY IS LIMITED TO A CONTAINEO PORTION OF THE STAGING AREA. UNLESS INFEASIBLE THROUGH A SW PPP AMENDMENT. PROCEDURES FOR SPILL RESPONSE AND MATERIALS FOR CONTAINMENT AND CLEAN UP (DRIP PANS, ORV ABSORBENTS, AND SPILLKITS)WILL BE AVAILABLE AT All. TIMES ON-SITE. ENGINE DEGREASING IS PROHIBITED ON-SITE.

CONCRETE STIJCCO PAINT CIJRING COMPOUNDS SOLVENTS AND OJHfBWASMOUT WASTES·OPERATOR MUST SUBMIT A CONCRETE WASHOUT PLAN TO TI-IE PROJECT ENGINEER FOR APPROVAL OF ALL ON-SITE WASHOUT LOCATIONS. ON-5£TE WASHOUT LOCATIONS MUST BE LOCATE02DOFEET FROM AN ENVIRONMENTALLY SENSITIVE AREA ANO SURFACE WATERS, HAve·coNCRETE WASHOUT AREA· SIGNAGE. AND BE CONTAJNED IN A LEAK PROOF CONTAINER OR IMPERMEABLE LINER. LIQUID AND SOLID WASTES SHOULD NOT CONTACT THE GROUND (UNLESS PERMITTED IN THE CONCRETE WASHOUT PLAN), BE CONTAINED TO PREVENT RUNOFF FROM THE WASHOUT LOCATION, AND MUST SE DISPOSED OF PROP ERL V ANO IN COMPLIA.NCE WITH MPCA REGULATIONS.

OTHER POTENTIAL SOURCES OF POLLUTANTS FROM CONSmUCTION ACTIVITIES INCLUDE:. SECIMENT AND FUGITIVE DU5TGENERATED FROM CLEARING AND GRLBBING, IMPORT/EXPORT OPERATIONS, REMOVALS/COMPACTION, MASSIFINEGRACING, EXCAVATIONS, TRENCHING, TOPSOIL STRIPING STOCKPILING, WETfDRY PAVEMENT CUTTING, STREET CONSTRUCTION.

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UTILITY NOTES

1. COORDINATE INSPECTION AND TESTING FOR ALL UNDERGROUND UTILITIES WITH THE APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES. COMPLY WITH ALL LOCAL REQUIREMENTS. CONDUCT ALL TESTS TO THE SATISFACTION OF THE LOCAL AUTHORITIES.

2. COORDINATES ARE TO END OF PIPE, CENTER OF APPURTENANCE, OR CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.

3. ALL UTILITIES AND CONDUITS SHALL TERMINATE 5' OUTSIDE THE FACE OF THE BUILDING UNLESS OTHERWISE NOTED.

4. ALL EXISTING UTILITIES AND SERVICE LINES SHALL BE KEPT IN SERVICE AT ALL TIMES DURING CONSTRUCTION OF THIS PROJECT, UNLESS OTHERWISE AUTHORIZED BY OWNER.

5. REPORT ANY DISCREPANCIES TO THE ENGINEER. RECONNECT ALL SERVICES NOT MARKED FOR REMOVAL OR AS DIRECTED BY THE OWNER.

6. INSTALL ALL WATER MAINS AND APPURTENANCES IN ACCORDANCE WITH CITY OF ROCHESTER STANDARDS, AWNA AMERICAN WATERWORKS ASSOCIATION AND THE NATIONAL FIRE PREVENTION ASSOCIATION (NFPA) STANDARDS.

7. PROVIDE ANY ADDITIONAL BENDS WITH THRUST BLOCKS AND OTHER APPURTENANCES REQUIRED TO ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALS. PROVIDE A VERTICAL TIE-DOWN BLOCK FOR ANY VERTICAL BEND DOWN AND PROVIDE A CRADLE FOR ANY VERTICAL BEND UP.

8. IN THE EVENT OF A CONFLICT BETWEEN WATER LINES AND STORM OR SANITARY SEWER PIPING, ADJUST THE WATER LINE DOWNWARDS IN SUCH A MANNER SO THAT THE PIPE MANUFACTURER'S RECOMMENDATIONS ON PIPE DEFLECTION AND JOINT STRESS ARE NOT EXCEEDED.

9. CONDUCT A PRESSURE TEST ON ALL WATER MAIN AND FIRE PROTECTION LINES TO THE SATISFACTION OF THE LOCAL APPROVAL AUTHORITY AND THE OWNER'S INSURANCE CARRIER.

10. PROVIDE ALL WATER AND FIRE LINES WITH A MINIMUM DEPTH OF COVER OF 7 FEET.

11 . HYDRANTS PLACED WHERE THE GROUNDWATER TABLE IS ABOVE THE DRAIN HOLE OUTLET SHALL HAVE THE DRAIN HOLE PLUGGED AND BE EQUIPPED WITH A TAG STATING THE NEED FOR PUMPING AFTER USE.

12. ALL POTABLE WATER PIPES, FITTINGS AND FIXTURES SHALL MEET THE 'REDUCTION OF LEAD IN DRINKING WATER ACT' WHICH ESTABLISHES A MAXIMUM LEAD CONTENT OF 0 .25 PERCENT BY WEIGHTED AVERAGE OF THE WETTED SURFACES. HYDRANTS AND WATER DISTRIBUTION GATE VALVES 2 INCHES IN DIAMETER OR GREATER ARE EXEMPT.

13. SEE 5/CU501 & 6/CU501 FOR PIPE BEDDING DETAILS.

14. THE CONTRACTOR SHALL ADJUST TO GRADE ALL WATER AND GAS VALVE BOXES AND MANHOLES THAT FALL WITHIN

/ Noo·oo'2, ''w 594.55

THE LIMITS OF THIS CONTRACT. THE CONTRACTOR SHALL KEEP ALL SAID WATER, GAS AND EXISTING SEWERS AND THEIR APPURTENANCES FREE OF DEBRIS AND OPERABLE AT ALL TIMES DURING CONSTRUCTION.

15. A #11 AWG TRACER WIRE SHALL BE INSTALLED ON ALL NON-METALLIC PIPES, THE WIRE SHALL BE TAPED TO THE PIPE EVERY 20 FEET, AND SHALL BE CONTINUOUS AND ACCESSIBLE ABOVEGROUND AT ALL VALVES AND BUILDING RISERS.

16. SEE SPECIFICATIONS FOR WARNING TAPE REQUIREMENTS.

17. REFER TO MECHANICAL PLANS FOR CONTINUATION OF UTILITIES INTO THE BUILDING.

18. 10-FOOT HORIZONTAL SEPARATION REQUIRED BETWEEN SEWER LINES AND/OR STRUCTURES AND POTABLE WATER LINES.

18.a. WHERE THIS PROVISION CANNOT BE MET BETWEEN SEWER LINES AND POTABLE WATER LINES, SEWER PIPES SHALL BE A MATERIAL APPROVED FOR WATER DISTRIBUTION PER TABLE 604.1 OF CHAPTER 6 IN THE 2016 MINNESOTA PLUMBING CODE.

18.b. UNDER NO CIRCUMSTANCES SHALL POTABLE WATER LINES BE WITHIN 10' OF SEWER STRUCTURES UNDER THE JURISDICTION OF THE DEPARTMENT OF LABOR & INDUSTRY (DLI) . SEWER STRUCTURES WITHIN 10' OF POTABLE WATER LINES THAT ARE NOT UNDER THE JURISDICTION OF DLI SHALL BE CONSTRUCTED TO ENSURE WATER TIGHTNESS MEETING MINNESOTA DEPARTMENT OF HEALTH STANDARDS.

19. MINIMUM 6-INCH VERTICAL SEPARATION REQUIRED AT ALL UTILITY CROSSINGS. POTABLE WATER LINES SHALL BE MINIMUM 18" ABOVE OR 18" BELOW SEWER LINES AT CROSSINGS. WIHERE POTABLE WATER IS LOCATED BELOW OR LESS THAN 18" ABOVE SEWER LINES, SEWER PIPES SHALL BE A MATERIAL APPROVED FOR WATER DISTRIBUTION PER TABLE604.1 OF CHAPTER 6 IN THE 2016 MINNESOTA PLUMBING CODE.

20. CONTRACTOR SHALL IDENTIFY, FIELD VERIFY AND COORDINATE ALL EXISTING AND PROPOSED UTILITY CROSSINGS IN THE FIELD. REPORT CONFLICTS REQUIRING REDESIGN TO THE ENGINEER OF RECORD.

21 . REFER TO ELECTRICAL AND MECHANICAL PLANS FOR CONNECTIONS AT BUILDING FOR GAS, POWER AND COMMUNICATIONS. CONTRACTOR TO COORDINATE SERVICES WITH LOCAL UTILITY PROVIDERS.

22. CONTRACTOR SHALL INSTALL PUBLIC WATER MAIN AND THE HYDRANT WITH GATE VALVE & BOX PER CITY DETAILS. (SEE DETAIL 1/CU501 , 2/CU501, AND 3/CU501).

23. CONTRACTOR SHALL INSTALL THE SANITARY SEWER, LATERAL CONNECTION & CLEANOUT PER DETAILS 7/CU501 & 8/CU501 .

24. REFER TO SHEET CG101 FOR PROPOSED AND EXISTING GRADES.

I OUTLOT E

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BELL HOU:S SHAil BE KEPT TO A MINIMUM SIZE

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WATERMAIN

OEPARlMENT OF PUBUC WORKS cm OF ROCHESTER, MINNESOTA

WATERMAIN INSTALLATION DETAIL

WATERMAIN INSTALLATION DETAIL

D w

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6" 23"

8" 26"

10" 28"

12" 31"

15" 34"

18" 39"

24" 48"

LINE OF TRENCH

NOTES:

FINAL BACKFILL SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS

1. WHERE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321 , LATEST EDITION

2. HAUNCHING AND INITIAL BACKFILL SHALL BE CLASS 1. 11 OR Ill AND INSTALLED AS REQUIRED IN ASTM 02321, LATEST EDITION.

3. MINIMUM COVER= 12" TO FINISH GRADE SURFACE MOUND AND COMPACT TO 48" COVER DURING CONSTRUCTION

PVC/HDPE PIPE BEDDING

~ CONNECTIONS TO

EXISTING WATERMAIN INSTAUATION OF TIE-RODS FOR

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MECHANICAL JOINT GlAND

1/2~" 5/8" X 3 1/2" / BOLTS

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PIPE JOINT RESTRAINER SHAil BE USED ON All SUP- ON JOINTS. SEE CHART BELOW FOR MINIMUU DISTANCE TO RESTRAINED mTING

dt APPROVED RETAINER G!NlOS OR PIPE JOINT RESTRAINER

All ffiTINGS

,,vm.u~" v,· 1.JJ ..- l.\VJJt.J J.\.a:.,ae:Vil\DJJ

~PE 12' 14• 18' SIZE AND ANO AND 24"

INCHES l.fSS 16" 20·

NUMBER OF 2 4 6 8

RODS

PIPE FITTINGS MINIMUM DISTANCE TO CLOSEST UNRESTRAINED JOINT (L IN FEET)

TYPE OF FITTING 6' 8' 10'

11 1/4' BEND 18.0 18.0 18.0

22 1/ 2' BENO 18.0 18.0 18.0

45' BEND 18.0 18.0 18.0

90' BEND 19.6 19.6 24.0

TEE 18.0 18.0 18.0

PLUG 18.0 18.0 18.0

NOTES

PIPE SIZE 12· 1+' 16' 18'

18.0 18.0 18.0 18.0

18.0 18.0 18.0 18.0

18.0 19.0 21.4 23.8

28.2 32.4 36.6 40.8

18.0 20.0 25.0 36.0

18.0 20.0 25.0 36.0

DEPARTMENT OF PUBUC WORKS CITY OF ROCHESTER, MINNESOTA

20'

18.0

18.0

26.0

H.8

40.0

40.0

1. RODS TO BE GALVANIZED. RESTRAINED JOINT DETAIL

RESTRAINED JOINT DETAIL

CONSTRUCTION SEQUENCE: 1. PLACE BEDDING MATERIAL. DO NOT COMPACT UNDER PIPE INVERT. (Do/3) 2. COMPACT OUTER BEDDING 3. INSTALL PIPE TO LINE AND GRADE 4. PLACE AND COMPACT THE HAUNCH AREA TO SPRINGLINE 5. COMPLETE BACKFILL TO SPECIFICATIONS.

NOTES: 1. BEDDING THICKNESS t=Do/24, BUT NOT LESS THAN 3" IN ROCK t=Do/12, BUT

NOT LESS THAN 6" 2. ALL PIPE SHALL BE PROTECTED DURING CONSTRUCTION BY THREE FEET

OF COVER. APPROACH RAMPS SHALL NOT EXCEED ONE FOOT IN SIX FEET. 3. IF UNSTABLE TRENCH BOTTOM SUBGRADE CONDITIONS ARE

ENCOUNTERED, ADDITIONAL CRUSHED ROCK FOR BEDDING AND EXTENT SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER. (THE COST, MEASUREMENT, AND PAYMENT FOR ADDITIONAL CRUSHED ROCK FOR UNSTABLE TRENCH BOTTOM SUBGRADE PIPE BEDDING CONDITIONS SHALL BE PAID FOR PER SECTION 1 OF THE CONTRACT SPECIFICATIONS.)

4. TRENCH SHALL BE BRACED, SHEETED OR SLOPED AS NECESSARY FOR THE SAFETY OF WORKMEN AND PROTECTION OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS.

Do/6 12"MIN

TRENCH BACKFILL ENGINEERED FILL: SEE SPECIFICATIONS FOR MATERIAL AND COMPACTION REQUIREMENTS

HAUNCHING AND INITIAL BACKFILL: ENGINEERED FILL 1" MAX. PARTICLE DIA.

BEDDING MATERIAL

MIDDLE BEDDING PLACED LOOSELY

CONCRETE/DUCTILE IRON PIPE BEDDING

NOTE CARE MUST BE TAKEN NOT TO PLUG THE HYDRANT DRAIN PORT WITH CONCRETE. DRAIN PORTS TO BE PLUGGED IF REQUIRED BY SPECIAL PRO'IISIONS.

RESTRAINED VERTICAL BENO CAN BE USED ON TEE (TIPPING TEE UP) TO MINIMIZE HYDRANT ANO VAi.VE llEPT1{

PIPE JOINT RESTRAINT SHAil BE USED ON All SUP-ON JOINTS c ~n: ONE FULL PIPE LENGTH ~M GATE VAi.VE

RETAINER ~OS (f(P.) All RTTINGS ON HYDRANT

LfAO & MAIN TEE

OEPARlMENT OF PUBLIC WORKS CITY OF ROCHESTER, MINNESOTA

HYDRANT BRANCH DETAIL

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PLUG AT ANGLE AND TERMINAL POINTS

1. FRAME AND COVER TO BE CAST IRON. APPROX. WEIGHT IS 70 LBS. 2. COVER TO HAVE THE LETTERS "C.O." CAST ON TOP. 3. CONCRETE REST BLOCK SHALL BE 2'-0" LONG x O.D. OF PIPE + 6" ON EACH SIDE.

1 SANITARY CLEANOUT CU501 SCALE: NO SCALE

FlNISHED PAVEMENT

NOTES

THICKENED EDGE IN CONCRETE

PAVEMENT /SIDEWAI..K

CURB BOX

1. A VAi.VE BOX TOP SECTION SHAil BE USED AS A CURB BOX COVER WHENEVER THE CURB BOX FAI.LS INTO NEW OR REPLACED CONCRETE SIDEWAU(, ORNE Al'PROACH, OR BITUMINOUS PAVEMENT AAEAS.

0 VAi.VE BOX TOP SECTION SHAil BE OF THE SCREW lYPE, HAVE A MINIMUM INSIDE SHAFT Dw.lETER OF 5 1/4", AND HAVE A CAP WITH THE WORD "WATER" PLAINLY MARKED ON TOP.

3. VAi.VE BOX COVul SHAil BE OF THE LOCKING lYPE.

© CURB BOX RISER CAP IS TO BE A MINIMUM OF 4' ANO A MAXIMUM OF 6" BELOW THE FlNISHED PAVEMENT GRADE.

5. CURB BOX RISER ADJUSTMENT, AND THE FURNISHING & INSTAUATION OF VAi.VE BOX TOP SECTION ANO COVER, SHALL BE INCLUDED IN PAYMENT FOR CURB BOX COVER.

4 CURB BOX COVER CU501 SCALE: NO SCALE

DEPARTMENT OF PUBUC WORKS cm OF ROCHESTER. MINNESOTA

CURB BOX COVER

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RISER PIPE AS NECESSARY

STANDARD WYE OR TEE, OR STANDARD CUT IN

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ANGLE VARIABLE MAX.45',

PREFERRED 30', MIN.15'

1. PLUGS SHALL BE CEMENTED IN WITH CEMENT MORTAR, OR SHALL BE NEOPRENE STOPPER OR APPROVED EQUAL.

2. IN NO CASE SHALL A LATERAL CONNECT TO THE SEWER MAIN DIRECTLY ON TOP OF THE PIPE.

3. WHERE A STANDARD "CUT IN WYE" OR TEE IS USED, IT SHALL BE SURROUNDED WITH 6" OF PORTLAND CEMENT CONCRETE.

SANITARY SEWER LATERAL CONNECTION

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GENERAL NOTES

1. LANDSCAPE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID TO BECOME FAMILIAR WITH SITE CONDITIONS. THE LANDSCAPE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO ANY DIGGING. THE LANDSCAPE CONTRACTOR SHALL COORDINATE INSTALLATION WITH GENERAL CONTRACTOR.

2. ALL PLANTING BED SHALL BE PREPARED IN THE FOLLOWING MANNER:

• REMOVE EXISTING VEGETATION, ESPECIALLY GROUNDCOVER • TILL TO A DEPTH OF 12 INCHES AND INCORPORATE FERTILIZER • TRENT THE EDGE OF THE PLANTING BEDS • INSTALL EDGING WHERE APPLICABLE • REMOVE ALL ROCKS AND DEBRIS • INSTALL PLANTS PER PLANTING DETAIL AND SPECIFICATIONS • INSTALL SPECIFIED MULCH TO SPECIFIED DEPTH • WATER AS PER DETAIL AND SPECIFICATIONS

3. CONTRACTOR SHALL NOT PLANT TREES OR SHRUBS IN PLANTING PITS WHERE HIGH WATER OR OTHER UNFORESEEN CIRCUMSTANCES ARE ENCOUNTERED. CONTRACTOR SHALL NOTIFY OWNER/LANDSCAPE DESIGNER IMMEDIATELY IN SUCH INSTANCES.

4. ALL PLANT MATERIALS SHALL CONFORM WITH THE MOST RECENT ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60) AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE, AND DISFIGURATION.

5. ALL PLANT MATERIAL SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE.

6. IN INSTANCES WHERE THERE IS A DISCREPANCY BETWEEN THE NUMBER OF PLANTS IN THE PLANT SCHEDULE AND NUMBER OF PLANTS SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.

KEYNOTES

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0 i D

7. ALL DECIDUOUS TREES NOT PLACED IN PLANTING BEDS SHALL RECEIVE A FOUR FOOT (4') DIAMETER SHREDDED HARDWOOD MULCH RING, 3" DEPTH. ALL EVERGREEN TREES NOT PLACED IN PLANTING BEDS SHALL RECEIVE A SIX FOOT (6') DIAMETER SHREDDED HARDWOOD MULCH RING, 3" DEPTH. EDGING IS NOT REQUIRED AROUND TREES NOT INSTALLED IN PLANTING BEDS.

8. ALL TURF AND PLANTING AREAS SHALL BE TILLED TO A DEPTH OF 12 INCHES.

9. PLANTING SOIL FOR BACKFILLING PLANTING PITS SHALL CONFORM TO SPECIFICATION SECTION 329200 "TURF AND GRASSES".

10. LANDSCAPE CONTRACTOR IS TO COORDINATE WITH GENERAL TO ENSURE DESIGN GRADES ARE MET AS SPECIFIED ON THE GRADING PLAN(S) .

11 . THE LANDSCAPE CONTRACTOR IS TO FOLLOW ALL LANDSCAPE DETAILS AS SHOWN UNLESS OTHERWISE NOTED ON PLANS.

12 IRRIGATION TO DESIGNED, INSTALLED AND INSPECTED BY OTHERS.

RESTORATION NOTES 1. ALL DISTURBED AREAS WITHIN CONSTRUCTION LIMITS

THAT ARE NOT HARD SURFACED, OR INDICATED OTHERWISE, SHALL BE HYDROSEEDED WITHIN 14 DAYS OF FINISHED GRADING OPERATIONS, IN ACCORDANCE WITH THE PLAN AND SPECIFICATIONS.

2. ALL AREAS OUTSIDE OF CONSTRUCTION LIMITS THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE HYDROSEEDED BY THE CONTRACTOR, AT CONTRACTOR'S EXPENSE.

N00'00 '2 1 "W 594-.55

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3. REFER TO THE SPECIFICATIONS FOR DETAILED DESCRIPTIONS OF THE SEED REQUIREMENTS AND FORE ADDITIONAL REQUIREMENTS.

4. REUSE SITE TOPSOIL FOR ALL PLANTING, SOD, AND SEEDED AREAS, MIN. 6" DEPTH.

5. ALL AREAS LABELED "TURF SEED" SHALL BE SEEDED WITH MNDOT SEED MIX 25-131 AT A RATE OF 150 LBS I ACRE.

6 . FOR SEEDING METHODS, PLEASE REFER TO "ESTABLISHING NON-NATIVE SEED MIXTURES - SEEDING METHODS" IN THE

MNDOT SEEDING MANUAL 2014 EDITION.

KEYNOTES

0 PROVIDE THREE-INCH (3") DEPTH DOUBLE SHREDDED HARDWOOD MULCH IN ALL PLANTING BEDS EXCEPT AS SPECIFIED. CONTRACTOR TO PROVIDE GRANULAR WEED PREVENTION IN SHREDDED MULCH BEDS PER MANUFACTURER'S RECOMMENDATIONS.

0 © 0

0 © 0

BIKE RACK TO BE INSTALLED BY OWNER

STEEL LANDSCAPE EDGING. COLOR: BLACK

TURF: SOD ALL AREAS NOT PAVED OR BLANKETED WITH EROSION CONTROL MEASURES

MONUMENT SIGN (REFER TO SHEET CS503)

TRANSFORMER LOCATION

STORM POND (REFER TO SWPPP PLAN SHEET CG110 FOR PERMANENT EROSION AND SEDIMENT CONTROL PROVISIONS FOR SEED MIX

REQUIREMENTS

0 BOULEVARD TREES ARE REQUIRED 1 PER 35 LF OF ROW.CASH IN LIEU OF PLANTING PAYMENT SHALL BE MADE TO THE ROCHESTER PARK DEPARTMENT. SPECIFICATION OF BOULEVARD TREE SPECIES SHALL NOT BE INCLUDED WITHIN THIS LANDSCAPE PLAN

OUTLOT E

N00'00'21 "W 533.23

PROVIDE THREE-INCH (3") DEPTH DOUBLE SHREDDED HARDWOOD MULCH IN ALL PLANTING BEDS EXCEPT AS SPECIFIED. CONTRACTOR TO PROVIDE GRANULAR WEED PREVENTION IN SHREDDED MULCH BEDS PER MANUFACTURER'S RECOMMENDATIONS.

COHT!V.CTOft ~HAU. BERef'O)ISIII.E FOR t.WNTAUIH'JTREES l).IAPLUMBPOSITI0/1 THROUGHOUTTI-EWARRAIITYPERJal.WRAP TIU:ETIU.N<SONL'l'UPOtl APPfta./J.l.51'( u\NOSCAPEARCHlrECT.

EACH m.EE SHALL DE fVM'ED SUCH THATlHEROOTflARESSVISIBLEATTHE TOPOF THioROOT BAU.. 1F 1HEAOOT FI..ARE ISNOT 'llSIDLE. THESOLSIIAll. l!E REMOVED IU A LEVELi.WiNER FROM 1HE ROOTa.tU l OWHEREllEFRST UAIN

@ BIKE RACK TO BE INSTALLED BY OWNER

@ STEEL LANDSCAPE EDGING. COLOR: BLACK.

@ TURF: HYDROSEED ALL AREAS NOT PAVED, BLANKETED WITH EROSION CONTROL MEASURES, OR NOTED AS SODDED. RECOMENDED SEED MIX: BWSR SHORTGRASS MIX IS 35-621 (DRY PRAIRIE SE) AT 11 LBS/ACRE.

0 MONUMENT SIGN (REFER TO SHEET CS503)

G) TRANSFORMER LOCATION

0 STORM POND (REFER TO SWPPP PLAN SHEET CG110 FOR PERMANENT EROSION AND SEDIMENT CONTROL PROVISIONS FOR SEED MIX

ii~

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PLANT SCHEDULE

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RlverBlrch Mulll•Trunk 1 15 gal

BOTANICAL NAME I COMMON NAME QTY

Acer ginnala ' Flame· I Flame Amur Maple 3

Amelanchier x grandiflora 'Autumn Brilliance'/ 'Autumn Brilliance' Serviceberry 3

Betula nigra I River Birch Multi-Trunk 4

Celtis occidentalis I Common Hackberry 3


Berberis thunbergii ·orange Rocket' I Orange Rocket Barberry 4

Juniperus chinensis ' Mint Julep' I Mint Julep Juniper 5

Juniperus x media ' Daub's Frosted' I Daub' s Frosted Juniper 9

Spiraea japonica 'Goldmounct· I Goldmound Spirea 6

Syringa meyeri ' Palibin' I Dwarf Korean Lilac 3

BOTANICAL NAME/ COMMON NAME QTY

Sedum x ' Purple Emperor'/ Purple Emperor Stonecrop 12


Miscanthus sinensis ' Purpurescens' / Flame Grass 5

Mi~eral Sod 7,250 SF \\ \\ \\

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OG,

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/ '' /

/ '' :-,7

~ ~ 0 ster 0 ~ %

(;~ ~

0:0 RECEIVED --0

% <'.)

\\ \\ \\ \\

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3 River Birch Mul ti-Trunk 15 ga

JU 1 1 2018

60

IN FEET


011637-000

SCALE: DESIGN BY:

VARIES

PLAN BY:

CLS

CHECK BY:

Cl) z 0 ci5 > w a:::

RCB

~ z 0

I Ii: §

~ ~

~ § §

w (!) CJ')

~~ 0 <( .... a.. "' ~ WO ...J 0 0 0:: a::: w oz .... s "'0 w 1-3:

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CLS

0: 0 ::. z 0 Cl)

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~ 5: ::c (.l

LANDSCAPE PLAN

LS101

0 z cJ ::::;

BUILDING A- WEST ELEVATION

~----- TOWER FEATURE BEYOND - SEE WEST/SOUTH ELEVATIONS

BUILDING A- EAST ELEVATION

BUILDING A- NORTH ELEVATION

WALL-MOUNTED SIGN, AREA s 66 SF. -------

EIFS - - - ------- ------~

PREFINISHED METAL FASCIA --- ----~

PREFINISHED METAL PANEL ROOF - - --

PREFINISHED METALGUTTER - ----~

PREFINISHED METAL CONCEALED - ---t-1--FASTENER PANEL

WALL-MOUNTED METAL ENTRY CANOPY

PREFINISHED METAL ACCENT BAND -+"'+-- !;&;I;.;;;; ANODIZED ALUMINUM STOREFRONT -+-+---IE'!'!

- - --- ,

~--------- WALL-MOUNTED SIGN, AREA= 66 SF.

~ --------- - EIFS

-------- PREFINISHED METAL FASCIA

~ ------ PREFINISHED METAL PANEL ROOF

STATIONARY DOOR PANEL (TYP. THIS ELEVATION) l --·--·-····-··-··--·-- PREFINISHED METAL PANEL ROOF

~---- PREFINISHED METAL GUTTER t= PREFINISHED METAL DOWNSPOUT

/ I PROFILED METAL WALL PANEL

~----- PREFINISHED METAL GUTIER

·1111111rUIIIWl,rllllllll1rllllll,rHlllll1rllllllll1 rlllllDl,rDllllll1rlllDlll1!~-=- .,-1~-;;1• ~~1! _ ~~ l 1:=·· 'I ·1,, , .. ~= --------------- --------------·- --- ----- ---·---------------- ~i~~~:,~~~~JI

r----+-t-- PREFINISHED METAL CONCEALED FASTENER WALL PANEL ~

"--+--+-- WALL-MOUNTED METAL ENTRY CANOPY

N

=5!31---"''°-t-+ - PREFINISHED METAL ACCENT BAND

;;!;;;;;;lll----+-+-- ANODIZED ALUMINUM STOREFRONT

------- ROOF EDGE BEYOND PARAPET

PREFINISHED METAL FASCIA

FLUSH METAL WALL PANEL

1

INSULATED SECTIONAL OVERHEAD DOOR

K

COLOR I FINISH LEGEND

METAL ROOF PANEL (BLDGS. A AND D): BLACK

METAL ROOF PANEL (ALL OTHERS): GALVANIZED METAL

METAL FASCIA: BLACK

METAL GUTTER: BLACK

METAL DOWNSPOUT: LIGHT GREY

PROFILED METAL WALL PANEL: LIGHT GREY

EIFS WALL PANEL (BLDG. A TOWER, AT SIGNAGE): WHITE

METAL ACCENT BAND (BLDG_ A TOWER): BLACK

FLUSH CONCEALED FASTENER WALL PANEL (BLDG. A TOWER): BLACK

ENTRY CANOPY FEATURE (BLOG. A TOWER): BLACK

METAL HEADER PANEL (OVER UNIT DOORS): LIGHT GREY

FLUSH METAL WALL PANEL (BETWEEN UNIT DOORS): LIGHT GREY

INSULATED SECTIONAL OVERHEAD DOOR: BLACK

ROLL-UP OVERHEAD DOOR: BLACK

HOLLOW METAL DOORS AND FRAMES (BLDGS. A AND D): WHITE

ALUMINUM STOREFRONT: BLACK

STONE: GREY LEDGESTONE

~------J----~ ~-----F----~ ~-----C----~ ~

~~I ~I _E_I ~I _B_

0 z

~I~ A_

H

~----G---~

BUILDING A- SOUTH ELEVATION "" Key Plan \ ~ ,;,60'-0"

SHEET NOTES

1. REFER TO CIVIL SHEETS FOR HORIZONTAL DIMENSIONS

2. REFER TO SHEET A201 FOR KEY PLAN FOR REFERENCING EXTERIOR BUILDING ELEVATIONS

3 . BOLLARDS NOT SHOWN FOR CLARITY. REFER TO CIVIL SHEETS FOR LOCATIONS ANO DETAILS.

~ WSB


SCALE: DESIGN BY:

VARIES

PLAN BY:

RCB

Cl)

~ z 2

0 0

I en ~ > ~ ~ w Ct'.:

~ ~ ~

g

w C, Cf)

~w oz I- <(

(/) ~ WO ...J (.) 0 0::: ~ LU oz I- $ (/) 0 Wr 3:

CLS

CHECK BY:

CLS

<( r 0 Cf) LU z z ~ 0:::-LU r Cf) LU I (.) 0 0:::

ARCHITECTUAL BUILDING

ELEVATIONS

A201

k:_:. [: ·.·.

c: ·--

BUILDING D - WEST ELEVATION

- PREFINISHED METAL PANEL ROOF

PREFINISHED METAL GUTIER

~ PREFINISHED METAL DOWNSPOUT

I / I PROFILEDMETALWALLPANEL

.-------- PREFINISHED METAL FASCIA

.------- PROFILED METAL WALL PANEL

~ HOLLOW METAL DOOR

/ I ROLL-UP OVERHEAD DOOR

BUILDING D - EAST ELEVATION

PROFILED METAL WALL PANEL



ROLL-UP OVERHEAD DOOR 12

114 r--~-..... ~ .... - ~~~--,..i---..,.,--.,,---r.,-.,.r---i'i-1'

BUILDING D - SOUTH ELEVATION

PROFILED METAL WALL PANEL -----

.------- PREFINISHED METAL FASCIA

~ FLUSH METAL WALL PANEL

I I ROLL-UP OVERHEAD DOOR

~~~~r ..," !::

1 r1 1 r 1 1 · BUILDING D - NORTH ELEVATION

SHEET NOTES



3. BOLLARDS NOT SHOWN FOR CLARITY. REFER TO CIVIL SHEETS FOR LOCATIONS AND DETAILS.

rri-,;,.

~

~

ester 0 ~ . ~

cf O RECEIVED ~~ ~

JUL f 1 2018 0..

COLOR I FINISH LEGEND


METAL ROOF PANEL (ALL OTHERS): GALVANIZED METAL --------------------------·-t-------·••

METAL FASCIA: BLACK

METAL GUTTER: BLACK




METAL ACCENT BAND (BLDG. A TOWER) : BLACK


ENTRY CANOPY FEATURE (BLDG. A TOWER): BLACK




ROLL-UP OVERHEAD DOOR: BLACK 1---- --------------.. -·- ------- ------




~ WSB


SCALE:

VA11.IES

PLAN BY:

RCB

g

w (!) Cl)

~w oz t- <(

U) ~ WO ...J (.) 0 0:: ~w oz t- s U) 0 w I-~

DESIGN BY:

CLS

CHECK BY:

CLS

<( I-0 Cl) UJ z z ~

ot w I-Cl) w I (.) 0 0::


ELEVATIONS

A202

--METAL HEADER PANEL



ROLL-UP OVERHEAD DOOR

12

1/4 r--

BUILDING E - NORTH ELEVATION BUILDING H - SOUTH ELEVATION BUILDING I - NORTH ELEVATION

~ --- - METAL HEADER PANEL

- - -- PREFINISHED METAL FASCIA



· I I I I I BUILDING E- SOUTH ELEVATION BUILDING H - NORTH ELEVATION

----- METAL HEADER PANEL

---- PREFINISHED METAL FASCIA


ROLL-UP OVERHEAD OOOR

12

--i 114

BUILDING B - SOUTH ELEVATION BUILDING I - SOUTH ELEVATION

BUILDING B - NORTH ELEVATION

SHEET NOTES




/I STATIONARY I DOOR PANEL

~-- -- METAL HEADER PANEL

- I



ROLL-UP OVERHEAD DOOR STATIONARY DOOR PANEL

\ · 1-1 I . r I __ L __ J __ I I I I I I I r11

BUILDING B -WEST ELEVATION

---- PREFINISHED METAL DOWNSPOUT

BUILDING B - EAST ELEVATION

---- PREFINISHED METAL DOWNSPOUT


- --- PREFINISHED METAL GUTTER



PREFINISHED METAL ROOF PANEL l II

BUILDING E - EAST ELEVATION

PREFINISHED METAL DOWNSPOUT

JUI 1 1 2018

A WSB


SCALE:

VA~IES

PLAN BY:

RCB

Cl) z z

0 ~

~ ; w a::

g

w (!) Cf)

~~ 0~ I- a.. u, ~ WO .J (.) 0~ a:: w oz I- s U,Q w 1-:s:

DESIGN BY:

CLS

CHECK BY:

~ 0 Cf) w z z

CLS

~ ~~

w I-Cf) w I (.) 0 0:::


ELEVATIONS

A203

1 ·'

-----·


PREFINISHEO METAL GUTTER



PREFINISHED METAL ROOF PANEL l ' I

BUILDING C - WEST ELEVATION BUILDING J -WEST ELEVATION

---- PREFINISHEO METAL FASCIA


BUILDING C- EAST ELEVATION BUILDING J - EAST ELEVATION

BUILDING C - SOUTH ELEVATION BUILDING F - SOUTH ELEVATION BUILDING G - SOUTH ELEVATION BUILDING J - SOUTH ELEVATION

SHEET NOTES






12

/4 r--

lE :,. .,

BUILDING C - NORTH ELEVATION BUILDING F - NORTH ELEVATION BUILDING G - NORTH ELEVATION BUILDING J - NORTH ELEVATION

PREFINISHEO METAL DOWNSPOUT

"' .,

J 1 1 2018

COLOR / FINISH LEGEND

METAL ROOF PANEL (BLDGS. AAND D}: BLACK


METAL FASCIA: BLACK

METAL GUTTER: BLACK



EIFS WALL PANEL (BLOG. A TOWER, AT SIGNAGE}: WHITE

METAL ACCENT BAND (BLOG. A TOWER}: BLACK






ROLL·UP OVERHEAD DOOR: BLACK

HOLLOW METAL DOORS AND FRAMES (BLDGS. A ANO 0): WHITE


STONE: GREY LEOGESTONE

~ WSB

WSB PROJECT NO.: 011637·000

SCALE:

VARIES

PLAN BY:

RCB

w (!) (./)

~w oz .... <(

Cl) ~ WO ..J (.) On::: a::: UJ oz t-s Cl) 0 w I-~

DESIGN BY:

CLS

CHECK BY:

CLS

<( I-0 (./) UJ z z ~

c:{ UJ I-(./) UJ I () 0 0::::


ELEVATIONS

A204

'


PREFINISHED METAL GUTIER



PREFINISHED METAL ROOF PANEL DOWNSPOUT

PREFINISHED l METAL

~ L I I .-1- L_J ~ I I I I I _I ___ ~ _ I _I

I '!. rs , rs ;.

~

io

BUILDING F -WEST ELEVATION

~----- PROFILED METAL WALL PANEL

~--- PREFINISHED METAL FASCIA

BUILDING F - EAST ELEVATION

PREFINISHED METAL GUTTER PROFILED METAL WALL PANEL

"~"""WM&~~~,,wa l \IJ

I '

I

I

BUILDING G -WEST ELEVATION

. .. - .. • - I ' • •

I I

I

I

io

DOWNSPOUT

PREFINISHED l METAL

~r

·· I J I J _I _L_ I I I I _ l _J__ i I I I I ·· BUILDING G - EAST ELEVATION

SHEET NOTES




Ul. 1 1 2010

COLOR/ FINISH LEGEND


METAL ROOF PANEL (ALL OTHER~ --------l-G_AL_V_A_NI_ZE_D_M_ET_A_L_11

METAL FASCIA: BLACK

METAL GUTIER: BLACK




METAL ACCENT BANC (BLOG, A TOWER): BLACK










TOWNER COMPAN!ES

~ WSB


SCALE:

VA~IES

PLAN BY:

RCB

w (!) (f)

~~ 0 <C I- a.. "' ~ WO ...J (.) 0 0:: 0::: UJ oz I- s "' 0 w I-~

DESIGN BY:

CLS

CHECK BY:

CLS


ELEVATIONS

A205

METAL HEADER PANEL

PREFINISHEO METALGUTIER


ROLL-UP OVERHEAD DOOR PREFINISHEO METAL DOWNSPOUT DOWNSPOUT lfF ~'""""'"'"~-·-111 --··----··-•1•------········-·--··--·-···-·········-·····---··-·-··-·-·- ··-·----

J I I I I I I I I I I I I I .. ·· PREFINISHED l METAL

BUILDING H - WEST ELEVATION

' ....... .... . ' ..

·I I I ! I I I I I I I I I I I I ·

BUILDING H - EAST ELEVATION

~----- METAL HEADER PANEL

PREFINISHEO METAL FASCIA

FLUSH METAL WALL PANEL ' ,,,~,=~-= 1-1-1-1-1-i-rrri-11-1-1-1-1 ·-------------------BUILDING I - WEST ELEVATION

PREFINISHEO METAL DOWNSPOUT


PREFINISHEO METAL GUTTER



PREFINISHEO METAL ROOF PANEL l I PREFINISHEO METAL DOWNSPOUT

I I m ... ••---•••---•---• ... -•-•••-----•-•••••••••••••-----•• -•••-•••-•••-•••-•-•---••-·------

.. I I I I I I I I I I I I I I BUILDING I - EAST ELEVATION

SHEET NOTES





es\er O;, ~ ~

cf u RECEIVED \SI~

0-UL 1 1 2018

METAL ROOF PANEL (BLDGS. AAND 0): BLACK

METAL ROOF PANEL (All OTHERS):

METAL FASCIA:

GALVANIZED METAL

BLACK

METAL GUTIER: BLACK



EIFS WALL PANEL (BLOG. A TOWER, AT SIGNAGE): WHITE

METAL ACCENT BAND (BLOG. A TOWER): BLACK

FLUSH CONCEALED FASTENER WALL PANEL (BLOG. A TOWER): BLACK

ENTRY CANOPY FEATURE (BLOG. A TOWER): BLACK





HOLLOW METAL DOORS ANO FRAMES (BLDGS. A ANO OJ: WHITE


STONE: GREYLEDGESTONE

~ WSB


SCALE: DESIGN BY:

VARIES

PLAN BY:

CJ) z 0 1i5 > LU a:::

RCB

w C> en ~w oz I- <(

Cl) ~ WO ..J (_) 0 0::: ~w oz I- s Cl) 0 w I-s:

CLS

CHECK BY: CLS

<( I-0 CJ) w z z ~ 0:::-w I-CJ) w I (.) 0 0:::


ELEVATIONS

A206


\I




-II __ I r I I I I I _ I I I I I I -BUILDING K- SOUTH ELEVATION

~ --- PREFINISHED METAL GUTIER

--- PROFILED METAL WALL PANEL

PREFINISHED METAL ROOF PANEL ~l PREFINISHED -METAL DOWNSPOUT

PREFINISHEO -METAL DOWNSPOUT

----- --------------------------------------------- -------- ---- - ---- - -- ---- -------- - ---------------- -- -- ------ -

BUILDING K- NORTH ELEVATION


--- PROFILED METAL WALL PANEL

12

1/4 r--

-----------------

BUILDING K - WEST ELEVATION

SHEET NOTES

1. REFER TO CML SHEETS FOR HORIZONTAL DIMENSIONS



~rs-


~ I PROFILED METAL WALL PANEL

12

~ 1/4

v I

:, I

I

"

;:,,

::

BUILDING K - EAST ELEVATION

• U)

-~ -

JU _ 1 1 2016




METAL FASCIA: BLACK

METALGUTIER: BLACK




METAL ACCENT BAND (BLDG. A TOWER): BLACK










~ WSB


SCALE: DESIGN BY:

VARIES

PLAN BY:

Cl) z 0 ci5 > w 0:::

RCB

g

w C) Cf)

~w oz I- <C (I) ~ WO ..J () 0 0::: ~w oz I- $ "' 0 w I-~

CLS

CHECK BY:

CLS

<C I-0 Cf) w z z ~ 0:::-w I-Cf) w I () 0 0:::


ELEVATIONS

A207

~I r,1

west circle storage

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