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STORM WATER POLLUTION PREVENTION PLAN NOTES:
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<br />1. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL
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<br />UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION.
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<br />2. ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND
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<br />SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, SEDIMENTATION BASINS
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<br />OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE
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<br />IN THE FOLLOWING ORDER:
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<br />A. ROCK CONSTRUCTION ENTRANCES A MINIMUM OF 50 FEET.
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<br />B. SILT FENCE.
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<br />C. TEMPORARY CULVERTS.
<br />ECHINECEA/CONE FLOWER
<br />D. TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES.
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<br />E. STORM WATER POND CONSTRUCTION. I
<br />- - - - - - -
<br />F. COMMON EXCAVATION AND EMBANKMENT (GRADING )
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<br />G. SEED AND MULCH OR SOD. 1
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<br />H. BIO -ROLL BARRIERS IN FINISHED GRADED AREAS.
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<br />I. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER WORK.
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<br />3, GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES IN ACCORDANCE
<br />1023.2
<br />WITH CITY AND NPDES PHASE II PERMITTING REQUIREMENTS AS WELL AS EROSION CONTROL MEASURES AS
<br />STORM
<br />MAY BE SHOWN ON THESE PLANS OR SPECIFICATIONS. GRADING CONTRACTOR SHALL IMPLEMENT ANY
<br />PLAN I
<br />ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED TO PROTECT ADJACENT PROPERTY.
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<br />4. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE
<br />SCHEDULE OF INSTALLATION + MAINTENANCE 1
<br />CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY FACILITIES WHICH
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<br />ARE To BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS
<br />SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE
<br />ENGINEER. THE GRADING CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY
<br />DISTURBED AREA IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.
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<br />5. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT
<br />CERTIFICATION OF ALL CONTROLLED FILLS WILL BE FURNISHED TO THE OWNER
<br />DURING AND UPON COMPLETION OF THE PROJECT. 1
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<br />6. ALL DISTURBED AREAS, EXCEPT AREAS TO BE PAVED AND/OR SPECIFICALLY DESIGNED BY A LANDSCAPE
<br />ITEM
<br />PLAN, SHALL BE COVERED WITH A MINIMUM 4" OF TOP SOIL. ALL DISTURBED AREAS SHALL BE SEEDED
<br />INSPECTION & MAINTENANCE
<br />REMOVAL I
<br />& MULCHED AT THE PRESCRIBED RATES WITHIN 72 HOURS OF FINAL GRADING UNLESS OTHERWISE NOTED. 1
<br />SEED MIX: MNDOT NO. 50B 50#/ACRE
<br />AFTER TRIBUTARY
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<br />MULCH TYPE 1 2 TONS/ACRE (DISK ANCHORED) I
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<br />FERTILIZER: 150#/ACRE RATE OF APPLICATION 20-10-10
<br />PRIOR TO COMMENCEMENT
<br />ALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 LINEAL FEET OF ANY
<br />DRAINAGE AREA IS
<br />SURFACE WATER, MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER FOR THE EXPOSED
<br />SILT FENCE
<br />SOIL AREAS YEAR ROUND, ACCORDING TO THE FOLLOWING TABLE OF SLOPES AND TIME FRAMES.
<br />EVENT. REMOVE SEDIMENTS
<br />RESTORED.
<br />TYPE OF SLOPE TIME (Maximum time an area can remain open when the area is not
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<br />actively being worked)
<br />STEEPER THAN 3:1 7 DAYS
<br />AS REQUIRED.
<br />10:1 TO 3:1 14 DAYS 1
<br />FLATTER THAN 10:1 21 DAYS
<br />7. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS SHOWN ON THE PLAN WERE TAKEN FROM A PLAN I
<br />PRIOR TO COMMENCEMENT
<br />FURNISHED BY OWNER.
<br />PRIOR TO PAVING.
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<br />8. CONTRACTORS GRADING AND EROSION CONTROL OPERATIONS SHALL TAKE PLACE WITHIN THE CONSTRUCTION LIMIT$.
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<br />9. IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE CLEANED DAILY FROM PAVED
<br />OF EARTHWORK OPERATIONS.
<br />ROADWAY SURFACES THROUGHOUT THE DURATION OF CONSTRUCTION. I
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<br />10. PROVIDE TEMPORARY SEDIMENTATION BASINS AS DIRECTED BY THE ENGINEER.
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<br />11. ALL REQUIREMENTS OF THE LOCAL WATERSHED DISTRICT SHALL BE SATISFIED PER THE APPROVED PERMIT.
<br />OUTLET SKIMMER
<br />AFTER POND GRADING
<br />12. ALL EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN AND
<br />PERMANENT. I
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<br />IMPLEMENTED IN THE FIELD AS DIRECTED BY THE ENGINEER SHALL CONFORM TO THE MP AC' S
<br />STRUCTURE
<br />IS COMPLETED.
<br />MAINTAIN AS NEEDED.
<br />"PROTECTING WATER QUALITY IN URBAN AREAS: BEST MANAGEMENT PRACTICES FOR MINNESOTA".
<br />13. DEWATERING AND/OR BASIN DRAINING DISCHARGE SHALL BE DIRECTED TO SEDIMENTATION BASINS
<br />WHEREVER POSSIBLE. ALL DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FORM EROSION &
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<br />SCOUR THROUGH USE OF APPROVED ENERGY DISSIPATION DEVICES.
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<br />14. ALL SOLID WASTE/ CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH MPCA
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<br />REQUIREMENTS. HAZARDOUS MATERIALS SHALL BE STORED/ DISPOSED OF IN COMPLIANCE WITH
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<br />MPCA REGULATIONS
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<br />15. CONTRACTOR SHALL USE RAPID STABILIZATON METHODS PER MnDOT 2573 AS NEEDED DURING THE COURSE OF
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<br />THE WORK TO MAINTAIN CONFORMANCE WITH THE CITY AND NPDES II PERMIT REQUIREMENTS.
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<br />THIS WORK SHALL CONSIST OF OPERATIONS NECESSARY TO RAPIDLY STABILIZE SMALL CRITICAL AREAS, TO
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<br />PREVENT OFF SITE SEDIMENTATION AND/OR TO COMPLY WITH PERMIT REQUIREMENTS. THE WORK MAY BE
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<br />PREFORMED AT ANY TIME DURING THE CONTRACT AND DURING NORMAL WORKING HOURS. THIS WORK WILL BE
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<br />CONDUCTED ON SMALL AREAS THAT MAY OR MAY NOT BE ACCESSIBLE WITH NORMAL EQUIPMENT. THIS WORK
<br />SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE MnDOT STANDARD SPECIFICATIONS,THE DETAILS SHOWN
<br />RAINFALL EVENTS.
<br />IN THE PLANS, AND THE FOLLOWING:
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<br />THERE ARE FIVE STABILIZATION METHODS APPROVED FOR THESE OPERATIONS. THESE METHODS MAY BE
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<br />CONDUCTED INDEPENDENTLY OR IN COMBINATION.
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<br />METHOD #1: APPLY TYPE 1 MULCH AND DISC ANCHOR
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<br />METHOD #2: APPLY TYPE 1 MULCH AND TACK WITH TYPE 5 HYDRAULIC SOIL STABILIZER
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<br />METHOD #3: HYDROSPREAD SEED,FERTILIZER AND TYPE 6 HYDRAULIC SOIL STABILIZER
<br />DETENTION POND
<br />METHOD #4: HAND INSTALL SEED, FERTILIZER AND EROSION CONTROL BLANKET CATEGORY 3 -
<br />- - - - - - 05 - - - - - - - - - - - - -a
<br />METHOD #5: PLACE GEOTEXTILE AND RIP RAP CLASS II IN VARIOUS CONFIGURATIONS
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<br />THESE EFFORTS WILL BE INCIDENTAL TO THE EROSION CONTROL BID ITEM.
<br />16. CHANGE OF COVERAGE: FOR STORM WATER DISCHARGES FROM CONSTRUCTION PROJECTS WHERE THE OWNER OR I
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<br />OPERATOR CHANGES, (E.G.,AN ORIGINAL DEVELOPER SELLS PORTIONS OF THE PROPERTY TO VARIOUS BUILDERS)
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<br />THE NEW OWNER OR OPERATOR MUST SUBMIT A SUBDIVISION REGISTRATION WITHIN 7 DAYS OF ASSUMING I
<br />OPERATIONAL CONTROL OF THE SITE, COMMENCING WORK ON THEIR PORTION OF THE SITE , OR OF THE LEGAL
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<br />TRANSFER, SALE OR CLOSING ON THE PROPERTY.
<br />SEDIMENTS AS NEEDED.
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<br />17, INDIVIDUAL SITE BUILDERS SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL NECESSARY EROSION I
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<br />CONTROL MEASURES AS MAY BE REQUIRED. REQUIRED ECM'S SHALL CONSIST OF BUT NOT BE LIMITED
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<br />TO THE FOLLOWING:
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<br />A. STAKED FIBER LOG ROLLS AT BACK OF ALL CURB EXCEPT AT CONSTRUCTION/DRIVEWAY ENTRANCE.
<br />B. SILT FENCE ON ALL DOWN GRADIENT SLOPES FROM CONSTRUCTION AREA. SILT FENCE SHALL HAVE
<br />INSPECT & MAINTAIN
<br />THE BOTTOM DUG IN WITH SOIL FIRMLY COMPACTED.
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<br />C. ROCK CONSTRUCTION ENTRANCE HAVING 1" TO 2" CLEAR ROCK OVER GEOTEXTILE FABRIC.
<br />D. STREET CLEANING AS MAY BE REQUIRED SHOULD VEHICLE TRACKING OCCUR. I
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<br />AFTER HEAVY RAINS.
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<br />INDIVIDUAL SITE BUILDERS ARE REQUIRED TO MAINTAIN ECM'S UNTIL SUCH TIME AS INDIVIDUAL 1
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<br />YARDS/ VEGETATION ARE ESTABLISHED.
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<br />PROVIDE A TEMPORARY SEDIMENTATION BASIN ON SITE FOR CONSTRUCTION WASH OUT USE. I
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<br />18. CONTRACTOR SHALL
<br />TEMPORARY BASIN SHALL BE LOCATED AS TO PROVIDE EASY ACCESS FOR CONSTRUCTION VEHICLES AND
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<br />CONCRETE TRUCKS AS NECESSARY. I
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<br />19. INLET SEDIMENTATION CONTROL IS TO BE PROVIDED TO ALL STORM SEWER CATCH BASINS THROUGHOUT
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<br />CONSTRUCTION. MEASURES APPLIED SHALL COMPLY WITH BEST MANAGEMENT PRACTICES FOR MINNESOTA AND
<br />APPLICATIONS OF NPDES PHASE II AS APPROPRIATE FOR PHASE OF CONSTRUCTION. I
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<br />NOTE: CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND
<br />REMOVAL OF ALL APPLICABLE EROSION & SEDIMENT CONTROL ITEMS.
<br />RECEIVED
<br />JUL 2 0 2009
<br />CITY OF ORONO
<br />CALL 48 HOURS BEFORE DIGGING:
<br />GOPHER STATE ONE CALL
<br />CALL 811
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<br />2 17-17-091 CITY ENGINEER FINAL COMMENTS - PAVE SECTION PRIVATE
<br />1 16-18-091 CITY ENGINEER COMMENTS
<br />NO. I DATE I DESCRIPTION OF REVISIONS
<br />PHASING:
<br />1. INSTALL EROSION CONTROL MEASURES PER
<br />SWPPP SCHEDULE OF INSTALLATION. PHASE AREA 1 (RAIN GARDEN)
<br />I 2. REMOVE & SALVAGE EXISTING GRAVEL. 2-3 WEEKS.
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<br />I 3. CONSTRUCT RAIN GARDEN AND OVERFLOW.
<br />SEED & MULCH ALL RELOCATE FENCE TO LOCATE SILT FENCE TOP OF BERM RAIN GARDEN DEPRESSION
<br />I 4. PREP. SUBGRADE FOR NEW PAVING. DISTURBED AREAS. EAST SIDE OF RAIN ON PROPERTY LINE. 1022.7 STORMWATER CONTROL
<br />GARDEN. MAY USE BIO -ROLLS
<br />5. INSTALL SUBBASE GRAVEL FOR NEW PAVING. AS ALTERNATE.
<br />I E:" DRAINTILE 2' DEEP X 5' WIDE
<br />RIPRAP WEIR OVERFLOW
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<br />U. INSTALL ASPHALT PAVING - BASE COURSE. o scALE IN FEE
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<br />I ' 7. INSTALL ASPHALT PAVING - WEAR COURSE.
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<br />8. CONSTRUCT BERM. -------------- - ____ ---- ---------
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<br />9. SEED MULCH PER SWPPP NOTES. - ---- - ----
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<br />10. FINAL CLEAN UP ------1-9
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<br />11. PORTIONS OF PHASE ITEMS 2 THRU 4 MAY _ ^ - - -------------------------------------- ------------ -----------`_----- ^ ---------------
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<br />EXISTING 10' CONTOUR
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<br />1023.2
<br />PROPOSED ELEVATION
<br />STORM
<br />WATER POLLUTION PREVENTION
<br />PLAN I
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<br />SCHEDULE OF INSTALLATION + MAINTENANCE 1
<br />DRIVE AISLE PAVING SECTION
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<br />INSTALLATION
<br />INSPECTION & MAINTENANCE
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<br />INSPECT & MAINT.
<br />AFTER TRIBUTARY
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<br />PRIOR TO COMMENCEMENT
<br />AFTER EACH RUN-OFF
<br />DRAINAGE AREA IS
<br />SILT FENCE
<br />OF EARTHWORK OPERATIONS.
<br />EVENT. REMOVE SEDIMENTS
<br />RESTORED.
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<br />INSPECT REGULARLY.
<br />PRIOR TO PAVING.
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<br />ENTRANCE
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<br />MAINTAIN AS NEEDED.
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<br />OUTLET SKIMMER
<br />AFTER POND GRADING
<br />INSPECT REGULARLY.
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<br />STRUCTURE
<br />IS COMPLETED.
<br />MAINTAIN AS NEEDED.
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<br />UPON COMPLETION OF
<br />INSPECT & MAINTAIN
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<br />POND GRADING, CONC.
<br />AT LEAST ANNUALLY
<br />PERMANENT.
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<br />AND AFTER HEAVY
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<br />INSPECT & MAINTAIN
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<br />AFTER FINAL GRADING
<br />AFTER HEAVY RAINS.
<br />NECESSARY.
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<br />OPERATIONS.
<br />REPLACE WASH-OUT
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<br />INLET PROTECTION
<br />UPON INLET CONSTRUCTION
<br />WHEN 1/3 CAPACITY OF
<br />AFTER TRIBUTARY AREf S
<br />w
<br />BMP IS REACHED
<br />ARF FIJI I Y RFSTnRl`n
<br />OO
<br />NOTE: CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND
<br />REMOVAL OF ALL APPLICABLE EROSION & SEDIMENT CONTROL ITEMS.
<br />RECEIVED
<br />JUL 2 0 2009
<br />CITY OF ORONO
<br />CALL 48 HOURS BEFORE DIGGING:
<br />GOPHER STATE ONE CALL
<br />CALL 811
<br />I �Z I
<br />I
<br />= W
<br />I-_
<br />ow
<br />z
<br />I
<br />I
<br />2 17-17-091 CITY ENGINEER FINAL COMMENTS - PAVE SECTION PRIVATE
<br />1 16-18-091 CITY ENGINEER COMMENTS
<br />NO. I DATE I DESCRIPTION OF REVISIONS
<br />PHASING:
<br />1. INSTALL EROSION CONTROL MEASURES PER
<br />SWPPP SCHEDULE OF INSTALLATION. PHASE AREA 1 (RAIN GARDEN)
<br />I 2. REMOVE & SALVAGE EXISTING GRAVEL. 2-3 WEEKS.
<br />I
<br />I 3. CONSTRUCT RAIN GARDEN AND OVERFLOW.
<br />SEED & MULCH ALL RELOCATE FENCE TO LOCATE SILT FENCE TOP OF BERM RAIN GARDEN DEPRESSION
<br />I 4. PREP. SUBGRADE FOR NEW PAVING. DISTURBED AREAS. EAST SIDE OF RAIN ON PROPERTY LINE. 1022.7 STORMWATER CONTROL
<br />GARDEN. MAY USE BIO -ROLLS
<br />5. INSTALL SUBBASE GRAVEL FOR NEW PAVING. AS ALTERNATE.
<br />I E:" DRAINTILE 2' DEEP X 5' WIDE
<br />RIPRAP WEIR OVERFLOW
<br />N
<br />0
<br />A44 R
<br />T
<br />H
<br />0 10 20 40
<br />U. INSTALL ASPHALT PAVING - BASE COURSE. o scALE IN FEE
<br />�-/ eanO 'ONOO
<br />I ' 7. INSTALL ASPHALT PAVING - WEAR COURSE.
<br />6------SIOL------- ------ ---------- M QNOQ
<br />8. CONSTRUCT BERM. -------------- - ____ ---- ---------
<br />\gyp ----- -----o o _ - In N ^
<br />R-03
<br />I 1 -------- ----------------------------- - -----SLOT--- ----------------- - - - - _
<br />--------------- ------------------ --- -
<br />9. SEED MULCH PER SWPPP NOTES. - ---- - ----
<br />-------- -------- ----------------------- ------------- _
<br />i x -- - ------- -------------------- ---------------
<br />10. FINAL CLEAN UP ------1-9
<br />----------------------------
<br />----- ----- x,
<br />11. PORTIONS OF PHASE ITEMS 2 THRU 4 MAY _ ^ - - -------------------------------------- ------------ -----------`_----- ^ ---------------
<br />N - - - - - - - - - - - - - - �- - Z
<br />O
<br />RUN CONCURENTLY DEPENDING ON WEATHER. o -- o ------------------------------------------------ ` --------��---------- -- r�� ------ --X22------
<br />---- ----------- ----- --- -
<br />p X ------- - ---
<br />Off' \6
<br />-- �_____---�----------------------------�- _
<br />O N -
<br />/ -
<br />♦----
<br />S LT FENCE ♦ 'Ni o N ° N ----- �---� ------------------ -
<br />I o- O N„- O ° --T822.5 °
<br />I .... \-l----\ ♦ r x N ----- _ 1021 10 ` o \ \ I C \\\
<br />_ ♦ + _ _ o _ 1020,--- _ --- 8
<br />I ------------------ N --------------------------------- - - - - - - -
<br />--- ----- --- ----- I \
<br />w w \ ♦ -1 I o o ♦ \
<br />�? ---------------_- -----101 5-------------------�r= �-=_-�_______-- ----T°
<br />Imo' Dt � p .. --------------------
<br />----- --- o \-------n W'' r' r ♦♦♦ o , 1021 1020 --
<br />, x
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<br />p� ------------------
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<br />i I Z z a \ y Ir o�-----------
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<br />c, to 1 I x O ��
<br />�I IQ �I I \ �� o .�• 'o L.P. o N ---
<br />o ��I I I \ w� I �� [� ^ o m \ I o
<br />�? r' 10 3 m to ! 1 I \\ \
<br />Z I w N Nko x N ( 0 1 1 \ \
<br />� � I K% � o r O / \ ��• j I \ x \ I
<br />zl / ` • x o I �! 170
<br />22\ I \ INSTALL 8 CY
<br />• d EDGE OF N NW
<br />01 of I \ i N : -r - p -\ o s PAVE ENT CL 3 RIPRAP
<br />01 N N ( I I i ,I' o PROP SED ; I ; \OVERFLOW SWAL� (TIE
<br />b k- I I �4 _ :Q 0 O
<br />O N
<br />I \
<br />O h
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<br />x, x''' ASPHALT
<br />x
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<br />I N �
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<br />;::. _
<br />x / e R T N N. VERTICAL SEPARATION
<br />W _c- �.,:� '_.. c o m I I 1 I \
<br />I EQUIP. STORAGE m - - X - - - N
<br />o I / rl�GEBITUMINOUS o I BETWEEN TOf4- OF
<br />STAGING AREA ' 1_ x OVERLOW R1�'RAP AND
<br />Nii i x o PHASE AREA 2 o i & 1 s BOTTOOV OF FENCING.
<br />I ? % MNO N...�:/,/1\ ( AVIN
<br />%\ ,T. I o o to q I\ x 1� 2 WEKS I a I I SILT I FENCE
<br />ao
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<br />---- ---- ��-- - - - - ----------- _ GR=== ---------------- w 31V0 /
<br />EDGE OF AVEL
<br />N 0 3/' 3 3 -------'- ^I/
<br />N - lu. 1 \ ----- ____- }_- N
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<br />\ 1 x ___ �=0 441.12'- /
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<br />DRAINAGE ARROW
<br />------910-------
<br />EXISTING 10' CONTOUR
<br />-------------
<br />SILT FENCE
<br />902
<br />PROPOSED CONTOUR
<br />> >
<br />EXISTING SAN. SEWER
<br />��10-
<br />PROPOSED 10' CONTOUR
<br />> >
<br />PROPOSED SAN. SEWER
<br />-
<br />CL STREET
<br />I I
<br />EXISTING WM
<br />ECHINECEA/CONE FLOWER
<br />CURB & GUTTER
<br />-I-i-
<br />PROPOSED WM
<br />- - - - - - -
<br />0)
<br />>>
<br />EXISTING STORM SEWER
<br />-
<br />D & U EASEMENT LINE
<br />»
<br />PROPOSED STORM SEWER
<br />I
<br />1
<br />r of
<br />� x
<br />1023.2
<br />PROPOSED ELEVATION
<br />I
<br />\ \ 4
<br />o
<br />o
<br />"
<br />DRIVE AISLE PAVING SECTION
<br />DELINEATED WETLAND UNE
<br />I
<br />\\
<br />\\
<br />\
<br />EDGE OF
<br />NEW' ASPHALT
<br />\\
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<br />\
<br />\
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<br />x
<br />0
<br />1
<br />1 --�
<br />o \\ \\yl ^\\ \\ - - - - - WEST LINE OF THE EAST HALF OF THE SOUTHWEST / EDGE OF BITUMINOUS
<br />\\ \ \ ---------------023----- \\\ QUARTER OF THE NORTHEAST QUARTER OF SECTION
<br />\ \
<br />z \ \\ \\\ \\ CONC. CURB \ ---- I / \
<br />Lq
<br />� X\\ / N -\ \ \ ^ / GONG. CURB /F -o
<br />w A A x
<br />S I T U M -Id O U S
<br />� \ \ --_
<br />----------------------
<br />0 d.
<br />0 \ N p
<br />O
<br />)OT 41B. BITUMINOUS
<br />IIN.) (MNDOT 2331.3)
<br />41B. BITUMINOUS
<br />(MNDOT 2331.3)
<br />',GGREGATE BASE
<br />ECYCLE BASE
<br />APPROVED SUBGRADE
<br />PRNATE DRNE AISLE
<br />TYPICAL PAVEMENT SECTION
<br />NOT TO SCALE
<br />LEGEND
<br />------902------
<br />EXISTING CONTOUR
<br />� �
<br />DRAINAGE ARROW
<br />------910-------
<br />EXISTING 10' CONTOUR
<br />-------------
<br />SILT FENCE
<br />902
<br />PROPOSED CONTOUR
<br />> >
<br />EXISTING SAN. SEWER
<br />��10-
<br />PROPOSED 10' CONTOUR
<br />> >
<br />PROPOSED SAN. SEWER
<br />-
<br />CL STREET
<br />I I
<br />EXISTING WM
<br />ECHINECEA/CONE FLOWER
<br />CURB & GUTTER
<br />-I-i-
<br />PROPOSED WM
<br />- - - - - - -
<br />BLDG. SETBACK LINE
<br />>>
<br />EXISTING STORM SEWER
<br />-
<br />D & U EASEMENT LINE
<br />»
<br />PROPOSED STORM SEWER
<br />VERONICA-SONJA
<br />WETLAND & POND
<br />1023.2
<br />PROPOSED ELEVATION
<br />16.5' BUFFER UNE
<br />"
<br />DRIVE AISLE PAVING SECTION
<br />DELINEATED WETLAND UNE
<br />DESIGNED: i HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS
<br />MBB PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM
<br />A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
<br />DRAWN: STATE OF MINNESOTA.
<br />PRINT NAME: MICHAEL B. BRANDY P. E.
<br />PSH
<br />CHECKED BY: SIGNATURE:
<br />DATE 5-19-09 LICENSE # 41258
<br />3 1/2- POT
<br />3 1/2- POT
<br />3 1/2- POT
<br />3 1/2- POT
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />PLANT SPACING:
<br />2.5 FT ON CENTER
<br />TOTAL PLANTS: 576
<br />PLANT NOTES:
<br />USE FIBER MAT BLANKET
<br />STAPLED IN PLACE WITH
<br />CUTOUTS FOR PLANTS
<br />AND PLUGS.
<br />©BOTTOM ELEYAIION 1019.5
<br />18"- -
<br />©AMENDED SOIL 60TTOM = _
<br />AMENDED SUB -SOIL TO
<br />PERFORATED 6" PROMOTE INFILTRATION
<br />DRAINTILE IN 80% SAND/20% PEAT OR
<br />FILTER SOCK COMPOST
<br />RAIN WATER GARDEN CROSS-SECTION (NOT To SCALE)
<br />Anderson Engineering of Minnesota, LLC
<br />C I V I L E N GI N E E R I N G A N D L A N D S U R V E Y I N G
<br />13605 1st AVENUE NORTH, SUITE 100, PLYMOUTH, MN 55441
<br />TEL (763) 412-4000 FAX (763) 412-4090
<br />O.E. ELEVATION AS
<br />PER PLAN (1022.5)
<br />18" `0'2 FT (1022.7)
<br />SUBCUT 4
<br />1�
<br />CLASS III GEOTEXTILE
<br />RIP -RAP LINER
<br />AS REQUIRED
<br />5 FT
<br />RIP -RAP OVERFLOW WEIR
<br />WIRE MESH
<br />REINFORCEMENT
<br />(OPTIONAL)
<br />METAL OR
<br />WOOD POST
<br />OR STAKE
<br />ENGINEERING FABRIC
<br />FABRIC ANCHORAGE
<br />TRENCH BACKFILL WITH
<br />TAMPED NATURAL SOIL
<br />DIRECTO 4 OF
<br />RUNOFF
<br />NA.`TtlF��tls`-MIN: ' `
<br />0- !Rdk�WNIMUM
<br />'-6 INCH 'MINIMUM
<br />NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC
<br />TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE
<br />WIRES, OR WOOD POSTS WITH STAPLES.
<br />TYPICAL INSTALLATION FOR SILT FENCE
<br />('I�CTION 6.3, MPCA'S 'BEST MANAGEMENT PRACTICES')
<br />SPENSA
<br />ORONO, MINNESOTA
<br />SPENSA DEVELOPMENT GROUP, LLC
<br />800 'ON00
<br />n
<br />M
<br />m
<br />0
<br />0
<br />B. BITUMINOUS WEAR
<br />T 2331.3)
<br />U.0 ILAJJ 0 AkiIoKLUA It CAJt
<br />OR, CLASS 7 RECYCLE BASE
<br />APPROVED SUBGRADE
<br />PRNATE PARKING
<br />TYPICAL PAVEMENT SEC -1710N
<br />NOT TO SCALE
<br />SITE, PHASING, GRADING,
<br />UTILITY & DETAIL PLAN
<br />COMM. NO. PLOTTED:
<br />11586
<br />DRAWING NO.
<br />1 OF 2
<br />PLANTINGS:
<br />�):
<br />GRASSES:
<br />SWITCH GRASS
<br />20
<br />BLUE STEM/LITTLE & BIG
<br />20
<br />INDIAN GRASS
<br />20
<br />PRAIRIE DROPSEED
<br />20
<br />PERENNIALS:
<br />NEW ENGLAND ASTER
<br />55
<br />FALSE INDIGO -BLUE.
<br />55
<br />ECHINECEA/CONE FLOWER
<br />55
<br />DWARF JOE PYE WEED
<br />55
<br />LIATRUS-KOBOLD
<br />55
<br />PENSTEMON-VARIE1ES
<br />55
<br />RUDBECKIA
<br />55
<br />SALVIA-CARADONNA
<br />55
<br />VERONICA-SONJA
<br />55
<br />ADUPPER ELEVATION 1022.0_---
<br />3 1/2- POT
<br />3 1/2- POT
<br />3 1/2- POT
<br />3 1/2- POT
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />2" PLUG
<br />PLANT SPACING:
<br />2.5 FT ON CENTER
<br />TOTAL PLANTS: 576
<br />PLANT NOTES:
<br />USE FIBER MAT BLANKET
<br />STAPLED IN PLACE WITH
<br />CUTOUTS FOR PLANTS
<br />AND PLUGS.
<br />©BOTTOM ELEYAIION 1019.5
<br />18"- -
<br />©AMENDED SOIL 60TTOM = _
<br />AMENDED SUB -SOIL TO
<br />PERFORATED 6" PROMOTE INFILTRATION
<br />DRAINTILE IN 80% SAND/20% PEAT OR
<br />FILTER SOCK COMPOST
<br />RAIN WATER GARDEN CROSS-SECTION (NOT To SCALE)
<br />Anderson Engineering of Minnesota, LLC
<br />C I V I L E N GI N E E R I N G A N D L A N D S U R V E Y I N G
<br />13605 1st AVENUE NORTH, SUITE 100, PLYMOUTH, MN 55441
<br />TEL (763) 412-4000 FAX (763) 412-4090
<br />O.E. ELEVATION AS
<br />PER PLAN (1022.5)
<br />18" `0'2 FT (1022.7)
<br />SUBCUT 4
<br />1�
<br />CLASS III GEOTEXTILE
<br />RIP -RAP LINER
<br />AS REQUIRED
<br />5 FT
<br />RIP -RAP OVERFLOW WEIR
<br />WIRE MESH
<br />REINFORCEMENT
<br />(OPTIONAL)
<br />METAL OR
<br />WOOD POST
<br />OR STAKE
<br />ENGINEERING FABRIC
<br />FABRIC ANCHORAGE
<br />TRENCH BACKFILL WITH
<br />TAMPED NATURAL SOIL
<br />DIRECTO 4 OF
<br />RUNOFF
<br />NA.`TtlF��tls`-MIN: ' `
<br />0- !Rdk�WNIMUM
<br />'-6 INCH 'MINIMUM
<br />NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC
<br />TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE
<br />WIRES, OR WOOD POSTS WITH STAPLES.
<br />TYPICAL INSTALLATION FOR SILT FENCE
<br />('I�CTION 6.3, MPCA'S 'BEST MANAGEMENT PRACTICES')
<br />SPENSA
<br />ORONO, MINNESOTA
<br />SPENSA DEVELOPMENT GROUP, LLC
<br />800 'ON00
<br />n
<br />M
<br />m
<br />0
<br />0
<br />B. BITUMINOUS WEAR
<br />T 2331.3)
<br />U.0 ILAJJ 0 AkiIoKLUA It CAJt
<br />OR, CLASS 7 RECYCLE BASE
<br />APPROVED SUBGRADE
<br />PRNATE PARKING
<br />TYPICAL PAVEMENT SEC -1710N
<br />NOT TO SCALE
<br />SITE, PHASING, GRADING,
<br />UTILITY & DETAIL PLAN
<br />COMM. NO. PLOTTED:
<br />11586
<br />DRAWING NO.
<br />1 OF 2
<br />
|