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Home My WebLink AboutPlansi '1999 Westwood Professional Services, Inc. R€!Wk ROAD SOUTH 'SU6G c.rn unllc�-�_ l _ PAD LOCATION, GRADE, � ff ' ! l t f.7 k STYLE (TYP.) r ! PROTECTION FENCE (TYP.) 1000' setbac Long Lake Creek Ali 3 f / Aims 9„ D _ tC,--� .-\ `� ! =938.00 i 1 H=940.64 / SILT FENCE (TYP.) Qe ' / / NOTE: SEE DETAIL PAGE 2 \\) 92 1 IT IS VERY CRITICAL THAT THE SOILS IN THE SEPTIC SITES SHOWN ON THIS PLAN RE]MAJN i I ! / / SEPTIC SITES TO BE MARKED WITH HIGHLY VISIBLE< � s SAFETY AFETY FENCE.� 1 1 26' WETLAND � BUFFER (TYP.) / C� 18" RCP APRON AL 27'-18" CMP O 0.00% A` P ♦ l ,,, 0 TON ENTRANCE I D At EET 2 48" DIA. STMH A RE=940.60 2 \ SEE PAGE 2 FOR \ ' I IE SE=938.00 LOT 1 GRADING DETAIL / _ l 1� �tt 25'R -) / IE�NW)=936.00 SAWCUT & REMOVE EXIST. BIT. PAVEMENT REMOVE EXISTING 12" CMP alr� APPROXIMATE LIMITS 18" CMP APRON INSTALL 50'-18' CMP ® 1.30% OF EXISTING TREES / i IE=940.80 (TYP.) REPLACE AGG. AND BIT. IN KIND i ! AL// `` j J, t 60'-18' CMP 00.35% SEE DETAIL SHEET 3 EX. — 0{ EL=944.0 E=937 3APRON 18" CMP APRON GENERAL GRADING & DRAINAGE NO �Ik / \ +�' IE=941.01 ROCK CONSTRUCTION ENTRANCE • ALL a SEE DETAIL SHEET 2 GRADESRS AND SPOT UNLESSOTHERWISETELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER 100V setback from / French Lake '� , • REFER TO THE SITE PLAN/RECORD D PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. AL IL ` • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD —VERIFY �- PRIOR TO, CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 941 _ 1L _ 11 — — — EROSION CONTROL NOTES: / • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN —PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON —SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED [ INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE OUTLOT A AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. 99 i LOT NUMBER TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. WALKOUTAOOKOUT GRADE ELEVATION • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END 10' FBWO ( IF APPLICABLE) OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED 524.0 ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS- 6 DSEEEDIDI G & MULCHING AFTER GRADING OS DISTUREBED LEGEND BENCH AREAS TO BE COMPLETED WITHIN 10 10Ck BENCH NWL } FRONT GRADE ELEVATION DAYS SILT FENCE SHALL BE REMOVED AFTER VEGETATION HAS BEEN SUFFICIENTLY RESTORED. - o DENOTES EXISTING CONTOURS DRIWEWAY A ------- DENOTES PROPOSED CONTOUR FEIWO — GRADOOR 0. ' DIFF�FlWHm C -.,a—z DENOTES EXISTING STORM SEWER FLOOR GRADE ELEVATION. DENOTES PROPOSED STORM SEWER FBLO = GRADED FOR 3.D' DIFFERENCE FROM BASEMENT FLOOR ELEVATION M FlMSHED GRADE ELEVATION. " DENOTES EXISTING TREE LINE F9— GRADED FOR &V DIFFERENGE FROM DENOTES PROPOSED TREE LINE BASEMENT FLOOR ELEVAIWN TO FNSNED GRAPE ELEyATpN„ — —•—•— — DENOTES TREE/SEPTIC PROTECTION FENCE DENOTES SILT FENCE POND GRADING EXISTING TREES TO REMAIN DETAIL TYPICAL LOT EXISTING TREES TO BE REMOVED rn s a N.T.S. 0 100 200 300 RLwsloras Westwood mttrrtmoa FYoressiond S. t` 1D4 —,(Hive Suite ] Bun ' „—3 ` 612 682-288J ereby c tH, that this plop was prepared by — a antler my PRtlPAAND Paq; DATE dtrect super•rlslon a"d that I p a,iy regi,trsed PROFESSWNH oy.—. BCM _EC FDH. R GRADING, DRAINAGE �$ ErecRUEEa �pd�r tr,e lows o, the 51— L.., Mi.we I. --_.—------------------._--- BOHLAND DEVELOPMENT, INC. 4i2v9e ,!JMl`" ° eR"" "" R, WA E 420 UPLAND LANE CARRIAGE HILL STREET CONSTRUCTION DATEO. _ REG. ryQ__ 177 6 _ PLYMOUTH, MINNESOTA 55447 ORONO, IvfN. PLAN SHT. 1of3 8795 OF1.DW'G I 01999 Westwood Professional Services, Inc. EXTRA STRENGTH FILTER FABRIC TYPE 11 -ADD HIRE MESH BACKING TYPE III - ADD WRE MESH AND HAY BALES �yy STEEL OR „�c6a WOOD POST 6'-0• MAX. SPACING WITH .W SUPPORT FENCE 4'-0' MAX. SPACING WTHOUT WIRE SUPPORT FENCE PONDING HEIGHT 9- MAX. RECOMMENDED FILTER FABRIC, STORAGE HEIGHT JvATTACH SECURELY STEEL N TO UPSTREAM PONDING F1ElGHT 38' HIGSIDE OF POST. PRUNOFF RUNOFF 24 47x6" TRENCH 24" MIN. PATH COMPACTED6- BACKFILL GRAVEL STANDARD DETAIL TRENCH WITH NATIVE BACKFILL ALTERNATE DETAIL TRENCH WITH GRAVEL NOTE 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. Z REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. XT PENCE 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAIOMIZE PONDING EFFICIENCY V`e, 12" MINIMUM J 1'-Y WASHED ROCK NOTE ROCK CONSTRUCTION ENTRANCE SHOULD BE A MINIMUM HEIGHT OF 1.6 AND CONTAIN MAXIMUM SIDE SLOPES OF 4.1. [ROCK CONSIRUCTIOI4 ENTRANCE LEGEND —938-- DENOTES EXISTING CONTOURS ��936 DENOTES PROPOSED CONTOUR o--�— DENOTES EXISTING STORM SEWER —��-� DENOTES PROPOSED STORM SEWER l DENOTES EXISTING TREE LINE ✓ DENOTES PROPOSED TREE LINE ...... — — DENOTES TREE/SEPTIC PROTECTIVE FENCE DENOTES SILT FENCE EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED BEGIN PRIVATE CONSTRUCTION BITUMINOUS AT STA. 0+15 — WIDEN DRIVEWAY 6.0' MATCH EXISTING DRIVE & PROVIDE POSITIVE DFjAIj1A TO SOUTH _ T SILT FENCE (TYP.) RETAINING WALL (TIP.) LP=94D.6 ---� TIN 940. a `• BW 938.0 \ /t\ NO GRADING WITHIN r/- 26' OF WETLAND \� X BROWN / IcTI CE .) TW 940.4 BW 935.5 938— �g427 44-- ��—{15C I000' SETBACK FROM LONG LAKE CREEK OWNER TO INSTALL FENCE/GUARDRAIL ABOVE RETAINING WALL AS REQUIRED. EDGE OF WETLAND -APPROXIMATE LIMITS OF TREE REMOVAL (TYP.) 'di, l� REVISIONS tthhaat t.ss dect twt Imdly PROFESIONA pe„ya mo,a � pMad egtered ��I�FFk—u„tditey, pto-thas,optr• OMa--- BC — _FE—ED—— F, I—IWpStwOO^— DRAINAGE &BOHLAND DAISGRADING, �a C25 l , 114 Mort, �A� DEVELOPMENT, INC. 4121/99 fh+w Suite 3 �1etaq wk u3,d - W}I/ Mc RF _D Aw« a*«ah 42D UPLAND LANE CARRIAGE HILL STREET CONSTRUCTION a,z eaz-zsei DATE _______ __. RFG N0.—_ 17716___ PLYMOUTH.M`INNESOTA 55447 ORONO,NIN. PLAN sHT. N0. 2 of 3 °1999 Westwood Professional Services, Inc A U 970 960 950 940 DATUM ELEV 930.00 PVI STA = 3+50 PIA ELEV = 959.00 A.D. _ -3.19 K = 31.34 r— 100.00' VIC --I 0 0 0 0 a � m PA ELEV 946.00 r+> v`Di 5 A.D. 3.20 Q m i a a K = 5.94 / 200X EXISTING C GRADE i / w o+ C/L SUBGR E N U / � / a / FINISHED CA GRADE 0 N �-0 m �O 'nb u>ID rpm cps 0+00 1+00 2+00 3+00 4+00 CARRIAGE LANE C 25' 25' R 2' SHOULDER 12 PAVED 12 PAVED 2' SHOULE 2' MIN 'j�6' CROWN 0.03'/ET MIN F 6 M _ 6 5�! 4 3" MNDOT 2331 TYPE 41 BIT. WEAR COURSE B` MNDOT 2211 CLASS 5 AGGREGATE BASE APPROVED COMPACTED SUBGRADE WIDEN KING STREET 6' PRIVATE STREET SECTION DETAIL N.T.S. 970 960 950 940 930 DATUM ELEV 9zo ao O H.P. ELEV = 960.86 H.P. STA = 1+50.81 PM STA = 1+55 PIA ELEV = 961.90 A.D_ = -17.13 K = 2.92 50.00' VC F- PM STA = 5+65 PM FI FV = Q�i RR m l 0.0G' vc m + v Q N ® W Q m a a- a_ vt w a a 0 � rn / - + r 5 i \ L. .ELEV = 9 STA = 3+ .57 1.60 N \\ VI STA = 3 80 p102 a J // \ P ELEV = 9 9.40 / ! 50.Do' VC \ 0 / a FINISHED C/L GRADE \\ W EXISTING C/L GRADE i rn Q' m a'rn rn Q'rn m m a'rn a'm O1 to °' m 0+00 1+00 2+00 3+DO 4+00 5+00 6+00 14' I LOT 1 PRIVATE DRIVEWAY 2' SHOULDER 10' —2' SHOULDER 2001. L2" MNDOT 2331 TYPE 41 BIT. WEAR COURSE 4" MNDOT 2211 CLASS 5 AGGREGATE BASE APPROVED COMPACTED SUBGRADE LOT t PRIVATE DRIVEWAY SECTION DETAIL N.T.S. 0 50 100 150 REVISIONS W W e s t w o o d IN ..,t rroress;"S s>.,;�es. hr` toa Moray Iki5" suite a e12 682 tr+ ss3ia etz saz-zsa� I hereby —Ily lnol tlds pun ,.us w y 119 by me er under my direct s p Ms o and that I Prn a duly registe ed PROFESSIONAL ENGINEER „near tna �u.e of the store of ralnnaeoto oE9 E� Bum CnE xFD F[ M, II w+AwR MW CM. oRA... er !�"" PYWA-PORE goHI pND DEVELOPMENT, INC. 420 UPLAND LANE PLYMOUTR, MINNFSOTA 55447 CARRIAGE MILL ORONO, MN. GRADING DETAIL $. PROFILE PLAN DATE 4�zvae SHT. NO. 3 of S DATE __—._ REG. N0. 1771E _ e»scoF3_oxc I— Q c� a_. Cu 6J 0_l 4 CD m u �r- 0 3 u CU Iy all 01999 Westwood Professional Services, Inc. NOTES e PLAN SHOWS ALL TREES EQUAL OR GREATER THAN 6 " IN THE PROXIMITY OF THE GRADING AREA IN LOT 1. REVISIONS # ^_ TYPE SIZE 3091 OAK 33 3092 OAK 26 3093 OAK 26 3094 ASH 6 3095 ASH 7 3096 ASH 7 3097 ASH 8 3098 ASH 8 3099 ASH 11 3100 ELM 10 3101 3102 ASH ASH_ 8 6 3103 ASH_ 6 3104 ASH 110 3105 ASH 3106 ASH _7 10 3107 ELM 8 3108 ASH 8 3109 ASH 6 3110 BASS 13 3111 BASS 9 3112 ASH 6 31 -13 3114 CDR OAK 9 22 3115 OAK 22 3116 BASS 9 7 3117 BASS 6 15 3118 ASH 6 3119 ASH 7 3120 ASH 7 3121 ASH 8 31._22_ 3123 BASS 8 31241 3125 3126 ASH__ BASS BASS 6 14 19 7 3127 BASS 6 312 OAK 3^ i 3129 3130 3131 3132 POPL POPL POPL POPL b 7 6 6 3133 POPL 6 31 4 POPL ' 7 3135 POPL 8 �3136 3137 POPL POPL _8 8 3138 POPL _ 7 3139 POPL 6 3140 3141 P 0 P L 1POPL 8 3142 POPL 6 3143 ELM _ 9 3144 ASH 12 3145 1 ASH 8 _3146 3147 OAK ASH _ 8 -- - 8 3150 3151 OAK BASS 14 9 BASS 12 17 _3152 3153 OAK 20 26 3154 BASS 12 3155_ 3156 BASS ASH 8 11 12 315577_ 3158 3159 3160-j_ 3161 3162 3163 ASH ' ASH ASH ASH i CDR ASH ASH 9 7 8 _ 99 6 2X:10 TYPE_ I SIZE 3164 ASH 9 3165 ASH ;13 3166 ELM 8 3167 ASH 6 3168 ELM _ 9 3170 ASH 8 3171 CDR 8 3172 ASH 12 3173 BASS 2X8 3174 ASH 9 3175 3176 ELM BASS 8 8 3177 1 BASS 7 3178 BASS 10 3179 1 BASS 10 3180 1 ELM 7 3181 BASS 12 3182 ELM 17 3183 ELM 8 3184 ASH 10 3185 BOX 9 3186 ASH 8 3187 ASH 1 1 3188 ELM 9 3189 ASH 9 3190 ELM 6 3191 ASH 8 3192 ELM 10 3193 ASH � 8 3194 ASH_ 8 3-195 ASH 7 3196 _ 3197 ELM ELM _ 9 7 3198 _ BASS 7 10 3199 BASS 14 3200 3201 3202 ASH BASS AS_' 10 9 10 3203 ' BASS 23 16 3204 BASS 10 3205 ASH 15 3206 ELM 6 3207 BASS 6 3208 3209 3210 3211 3212 ASH BASS 6 ELM 10 BAS_S9 10 OAK 32 3213 3214 3215 BASS 10 C R _r_ 10 BAS') 3216 + 3217 3218 3219 3220 BAS`3 . 10 BAS`3 10 ASH 8 ASH �10 PINE r 8 Westwood Westwood Professional Services, Inc 104 Marty Drive Suite 3 Buffalo, MN 55313 612 682-2587 I hereby certify of this plan was prep d by me or under my direct supervi and that i am a d egisred Land Surveyor un th I of St f at(]. DATE R V3. NO.— 23002 j h�P Edge of Wetlan / 9 I x C) �, --- 938—___G-n3.din x DESIGNED BCM CHECKED SAG DRAWN 3CM RECORD DP.AWlNC BYfDATE r a d i, i g,,J`iX/ rr it S PREPARED FOR: BOHLAND DEVELOPMENT, INC. 420 UPLANID) LANE PLYMOUTH, MINNESOTA 55447 x CARRIAGE HILL ORONO, MN. C� i �) rn 0 40 80 120 TREE INVENTORY PLAN DATE 4/22/99 SHT. NO. _I of 1 R7S�T� Q