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/1 / <br />1 / / 1 1--I <br />1 -t <br />® LANDFORM 2017 <br />ENLARGED AREA <br />'A' <br />ROCK CONSTRUCTION <br />ENTRANCE <br />INLET PROTECTION <br />(TYP) <br />1 A L 1 r- <br />1 I_\ 1 \ 1 1- - <br />I__ / % 1 Y L- <br />L IAI <br />1\I Ulf <br />1 Y Y Y <br />0 <br />CO <br />00 <br />1 <br />c9. <br />tviai <br />L-J <br />L-J <br />1. ." <br />Li- <br />. 1 <br />L.LJ <br />_-J <br />\_/ <br />L1J <br />L1- <br />/ <br />4 <br />TREE PROTECTION <br />FENCE (TYP) <br />VALLEY <br />CUTTER <br />03 <br />STAGE DUI .DING A <br />1- _EVE <br />1,5? S.� <br />FFE =377.6 <br />c am,c.:).-0,_--,0 , 8> , o0-40.4t swop, <br />r% 1 IL II / <br />F< 1 1 1\I IA. <br />L., ♦., 1 Y 1 \ <br />III\Y%, II /\ <br />C7.1 )SILT FENCE, JTURE <br />I 1 <br />(TYP) EIGHBORHOO <br />�MMERICA <br />(� ,670 SF 1 <br />SIDF SETPACK <br />15TRAIL EASEME <br />FUTURE TRAIL <br />A1 / r _ <br />I 1-! 1 !\ \ I-- <br />L 1 \ L_ / \ \ L- <br />! /♦ /� 1 ILI -1- \ / <br />A 1 1 1 1 1 : i\1 1 Y <br />v v v Iv 1 1 <br />r 16♦ 1 1 1 r-t / A r\r' <br />I-: 11 11 1-- \/ /\ 1-! 1` I <br />r% eN A r- /11/� <br />I-( I I/\ 1 1 I I Y\ 1 <br />3 <br />L I t A / <br />I\1 \/\/ <br />1 v Y Y <br />♦ I IL ITS/ r\ -6- es \ <br />r- III • • ♦• • -6-`"1 11\1 1 V 1-f 11 4 1 _ 1 11-- _ 1/1/ /\ Y I. / ` ;-\ 1 1\11 1 �i <br />I ♦/ I Y I 1 1\ 1 / -/ 1 Y Y /-\ 1 _ I 1 1 <br />n <br />A <br />SURMOUNTABLE <br />CURB AND GUTTER <br />2 <br />INLET <br />PROTECTION <br />(TYP) <br />8" DIP <br />C7.1 <br />I <br />CID <br />/1 / / \ -I- I I <br />I / )l I 1--I /_\ \/ 1-- 1\I 1 11-- <br />/ \ L- <br />1 -t \J I I 1 <br />32D <br />_L_ <br />A \/ r- L 1 1 1 r- <br />2 <br />1 \ <br />z <br />(\i <br />POND <br />NWL=870.5 <br />HWL=872.93 <br />SURMOUNTABLE <br />CURB AND GUTTER <br />(1 <br />(72.4) Z <br />CL <br />C5 <br />N <br />2 <br />FUTURE <br />SOUTH <br />ACCESS <br />I <br />6 <br />5 <br />4 <br />TREE PROTECTION <br />FENCE (TYP) <br />3 <br />/ <br />/ <br />T <br />L I t / <br />I\1 \l <br />1 Y Y <br />\DDIT <br />l <br />/ <br />2 <br />/ <br />ENLARGED AREA 'A' <br />76.Iq <br />76.24 <br />76.27 <br />20 SCALE <br />GENERAL NOTES <br />I. FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM <br />PROFESSIONAL SERVICES AT 612.252.9070. <br />EROSION PREVENTION AND SEDIMENT CONTROL NOTES <br />2. INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR <br />DURATION OF CONSTRUCTION. REMOVE CONTROLS AFTER AREAS CONTRIBUTING RUNOFF <br />ARE PERMANENTLY STABILIZED AND DISPOSE OF OFF SITE. <br />3. LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO <br />MINIMIZE LENGTH OF- EXPOSURE OF- DISTURBED AREAS. <br />4. MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN <br />ADDITIONAL CONTROLS AS WORK PROCEEDS TO PREVENT EROSION AND CONTROL <br />SEDIMENT CARRIED BY WIND OR WATER. <br />5. EXCAVATE PONDS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENT FROM <br />PONDS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY <br />STABILIZED. <br />6. ALL EXPOSED SOIL AREAS MUST BE STABILIZED WITHIN 72 HOURS OF COMPLETION OF - <br />WORK IN EACH AREA. <br />7. SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS <br />MODIFIED. <br />ITEM SPECIFICATION NUMBER <br />SOD MNDOT 38781 <br />SEED MNDOT 3876 <br />MN TYPE 22-III @ 30.5 LB/AC - TEMPORARY EROSION CONTROL <br />MN TYPE 25-151 @ 120 LB/AC - PERMANENT TURF <br />MULCH (MNDOT TYPE I @ 2 TON/AC, DISC ANCHORED)MNDOT 3882 <br />FERTILIZER MNDOT 3881 <br />GENERAL PLACEMENT MNDOT 2575 <br />8. SEE LANDSCAPE SHEETS FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT. <br />9. SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY. <br />GRADING NOTES <br />10. CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS <br />PRIOR TO BEGINNING GRADING. <br />II. REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR <br />REUSE. MATERIALS MAY BE MINED FROM LANDSCAPE AREAS FOR USE ON SITE AND <br />REPLACED WITH EXCESS ORGANIC MATERIAL WITH PRIOR OWNER APPROVAL. <br />12. REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF <br />STABLE FOUNDATION MATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE. <br />13. ROUGH GRADE BUILDING PAD TO 12 INCHES BELOW FINISHED FLOOR ELEVATION (877.5). <br />14. REFER TO STRUCTURAL SPECIFICATIONS FOR EARTHWORK REQUIREMENTS FOR BUILDING <br />PADS. <br />15. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND <br />UNSUITABLE SOILS, SOIL CORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS <br />TO THE OWNER. <br />16. PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND <br />COMPACTION EQUIPMENT TO OBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT. <br />17. COMPACT COHESIVE SOILS IN PAVED AREAS TO I5% OF MAXIMUM DRY DENSITY, <br />STANDARD PROCTOR (ASTM D6018) EXCEPT THE TOP 3 FEET WHICH SHALL BE <br />COMPACTED TO 100%. COMPACT TO q8% DENSITY WHERE FILL DEPTH EXCEEDS 10 <br />FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR <br />SOILS ALL PORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN <br />q5% OF MODIFIED PROCTOR DENSITY (ASTM D 1557). <br />18. COORDINATE WITH ARCHITECTURAL FOR BUILDING STOOP LOCATIONS. SLOPES SHOWN ON <br />ADJACENT WALKS AND PAVEMENTS SHOULD CONTINUE OVER STOOPS. <br />Iq. REFER TO DETAIL C7.4/I FOR TOPSOIL REQUIRMENTS <br />PAVING NOTES <br />Iq. SPOT ELEVATIONS AT CURBLINES INDICATE FLOWLINES UNLESS NOTED OTHERWISE. SEE <br />SHEET C4.1 FOR RIM ELEVATIONS OF CATCH BASINS. <br />20. GRADES BETWEEN PROPOSED SPOT ELEVATIONS SHALL BE CONTINUOUS AND <br />NONVARIABLE. SPOT ELEVATIONS SHALL GOVERN OVER CONTOUR LINES. <br />21. PAVING <br />a. <br />SECTIONS (PRELIMINARY) <br />BITUMINOUS PAVING (LIGHT DUTY) <br />1.5-INCH BITUMINOUS WEAR (MNDOT <br />TACK COAT (MNDOT 2357) <br />2.5-INCH BITUMINOUS BASE (MNDOT <br />IQ -INCH AGGREGATE BASE (MNDOT <br />COMPACTED SUBSOIL <br />2360, SPWEA240B) <br />2360, SPNWB230B) <br />3138, CLASS 5) <br />22, CONCIT <br />INSRETETALLJOJOINTS AS SHOWN AND ALIGN ACROSS SIDEWALKS, CURBS, AND PAVEMENT, <br />PAYING ATTENTION TO SPACING OF EXPANSION JOINTS. JOINT SPACING SHALL <br />BE AS FOLLOWS: <br />a. TOOLED JOINTS: DIVIDE PANELS INTO NOMINALLY EQUAL AREAS UNLESS SHOWN <br />OTHERWISE. <br />b. EXPANSION JOINTS: SIDEWALKS - 40 FEET MAX.; CURBS - 60 FEET MAX.; <br />PAVEMENT: 80 FEET MAX.; ADJACENT TO BUILDING FOUNDATIONS AND STOOPS. <br />c. CONTRACTION JOINTS: SIDEWALKS - 8 TO 10 FEET; CURBS AND APRONS - 12 <br />TO 15 FEET. <br />NPDES AREA SUMMARY <br />LOT I <br />EXISTING <br />PROPOSED <br />ULTIMATE <br />PERVIOUS <br />4.45 ACRES <br />2.5 ACRES <br />2.05 ACRES <br />IMPERVIOUS <br />0.0 ACRES <br />I.c15 ACRES <br />2.4 ACRES <br />TOTAL <br />4.45 ACRES <br />4.45 ACRES <br />4.45 ACRES <br />LOT 2 <br />EXISTING <br />PROPOSED <br />ULTIMATE <br />PERVIOUS <br />1.75 ACRES <br />1.75 ACRES <br />0.65 ACRES <br />IMPERVIOUS <br />0.0 ACRES <br />0.0 ACRES <br />1.1 ACRES <br />TOTAL <br />1.75 ACRES <br />1.75 ACRES <br />1.75 ACRES <br />LEGEND <br />SYMBOL <br />DESCRIPTION <br />ESTIMATED QUANTITY <br />■ <br />• <br />• <br />:INLET PROTECTION <br />■ :SILT FENCE <br />:TREE FENCE <br />X <br />000.0 <br />:VEHICLE TRACKING PAD <br />:PAVEMENT SAWCUT <br />:CONSTRUCTION LIMITS <br />:GATE <br />II EACH <br />1,760 FEET <br />550 FEET <br />I EACH <br />:DENOTES EMERGENCY OVERFLOW <br />:DENOTES ROOF DRAIN LOCATION <br />NORTH <br />Know what's Below. <br />CaII before you dig. <br />0 50 100 <br />DEVELOPER <br />NATIONAL SELF -STORAGE, LLC <br />2827 107TH AVENUE <br />BLAINE, MN 55449 <br />MUNICIPALITY <br />RAMSEY <br />PROJECT <br />REGENCY <br />COMMONS <br />RAM SEY, MN <br />SHEET INDEX <br />SHEET <br />TITLE <br />CO.1 CIVIL TITLE SHEET <br />C1.1 EXISTING CONDITIONS & DEMO <br />C2.1 SITE PLAN <br />C3.1 GRADING, DRAINAGE,& EROSION CONTROL <br />PAVING PLAN & NOTES <br />C3.2 SWPPP NOTES <br />C4.1 UTILITIES <br />C7.1 CIVIL CONSTRUCTION DETAILS <br />C7.2 CIVIL CONSTRUCTION DETAILS <br />C7.3 CIVIL CONSTRUCTION DETAILS <br />C7.4 CIVIL CONSTRUCTION DETAILS <br />C7.5 CIVIL CONSTRUCTION DETAILS <br />L1.1 TREE PRESERVATION PLAN <br />L 1.2 TREE PRESERVATION TABLE <br />L2.1 LANDSCAPE PLAN <br />L7.1 LANDSCAPE DETAILS <br />ISSUE / REVISION HISTORY <br />CONTACT ENGINEER FOR ANY PRIOR HISTORY <br />DATE <br />ISSUE / REVISION <br />REVIEW <br />03 JAN 2017 SITE PLAN SUBMITTAL <br />XXX <br />PROJECT MANAGER REVIEW <br />BY XX <br />DATE XX.XX.XXXX <br />CERTIFICATION <br />I hereby certify that this plan wa <br />itti <br />supervision, and that <br />the laws of theestate of <br />_IL <br />0)1. <br />Randall C. Hedlund <br />License No: 19576 <br />Signature shown is <br />this plan on file <br />available upon r <br />/81$ <br />under my direct <br />rofessional Engineer under <br />uction of original. Wet signed copy of <br />fessional Services, LLC office and is <br />IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT <br />VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED <br />READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT <br />THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. <br />SITE PLAN SUBMITTAL <br />01-03-2017 <br />• <br />1. <br />• • <br />A <br />From Site to Finish <br />• <br />105 South Fifth Avenue <br />Suite 513 <br />Minneapolis, MN 55401 <br />FORM <br />Tel: 612-252-9070 <br />Fax: 612-252-9077 <br />Web: landform.net <br />FILE NAME <br />C301 KRZ001.DWG <br />PROJECT NO. <br />NSS16001 <br />GRADING PLAN <br />C3.1 <br />SHEET NO. 5/15 <br />Landform®and Site to Finish are registered service marks of Landform Professional Services, LLC. <br />