05/11/2022 P&Z Packet - Laserfiche WebLink

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8"X2"TEE AND 2" GATE VALVE \ - CONSTRUCT CAP \ WITH 2" BLOW OFF CONTRACTOR TO - - PLUG AND CAPSEWER '�'-8M�••'-e e _ SANITARY BOUTT AGE AND UY F SE ENT \ INV. EL.=899.34' LAT OF 0 CR SI G OF R-35) 0% -� C-0 - PLUG & CAP INV ' - 91 rl - ME ER ME ER L 2" SERVICE LINE ±32 LF -PVC PIPE N89 5355 "E 530.00 -- --------------------------------------------------- T---�- I t / ,6W#2 8 NE WATER PIPE CONNECT TO EXISTING 8" k DIP WATER MAIN ) `I' ( I i-0 8"X8"TEE - ew:� ewe exv� ewe ew: ew nw� ewe envy exu� ew:� ew:� ewe I I \ I I CONTRACTOR TO COORDINATE WITH LOCAL UTILITY PROVIDER- / MEP ENGINEER ON WATER TAP CONNECTION AND INSTALL- i 1 -%4" IRRIGATION WATER METER IN BOX N89 535 1 - %4' BACKFLOW PREVENTER FOR IRRIGATION USE I I CONTRACTOR TO COORDINATE WITH LOCAL UTILITY PROVIDER MEP ENGINEER ON WATER TAP CONNECTION AND INSTALL I � 1 - 1 5" DOMESTIC WATER METER 1 - 1.5" BACKFLOW PREVENTER FOR DOMESTIC SERVICE m - / / / I I OWNER: BLINO, LLC n I N 0 I U L 0 I ±115' OF SDMH-1 8" PVC (SDR-3J \ SANITARY DROP MANHOLE @ 0.5n% RIM:915.45 INV (E) = 899.92 INV (W) = 899.92 ,a7 INV(S)=910.50 ---� / LO M 1) fo O o co u) o VACUUM SCREEN F.F.E. = 916.56 C-1 CLEANOUT INV (N) = 911.50 INV (S) = 911.50 0 11 ---------- +ri\� 20 10 5 0 20 1 "= 20' ------------------------ SITE INFORMATION: ADDRESS: NWC OF OTTER LAKE AND MAIN STREET, LINO LAKES, MINNESOTA 55038 PROPERTY AREA: 1.063 ACRES PROPERTY ZONING: BG - GENERAL BUSINESS e�;==---------- _-_-_----- BUILDING SETBACKS: ----------- - X-1 DRIVEWAY EASEMENT PER - LOCAL STREET (NORTH -REAR): 30' CONNECT TO EXISTING SANITARY STUB OUT M M DOC. NO. M595340.003 M COLLECTOR OR ARTERIAL (SOUTH -FRONT): 40' INV (W) = 899.35 PARKING LOT (EAST -SIDE): 15' Ss \ �SAN TOP=918.1 INV= 899.3 - 1 �J iS,% ;5----------------------------------------- ,•-�___--- _-_--------------z------------ - r � I \ N ;;______ ir1 -111 UTILITY NOTES 1. REFERENCE THE GRADING AND DRAINAGE SHEET C5.0 FOR ALL STORM DESIGN DETAILS. 2. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND STRUCTURES AND IS APPROXIMATE AND SHOWN FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE THIS INFORMATION. 3. ADDITIONAL BURIED UTILITIES / STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES / STRUCTURES. 4. BEFORE EXCAVATIONS ARE BEGUN, GIVE THREE WORKING DAYS NOTICE TO ARKANSAS ONE CALL PRIOR TO ANY EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE LOCATED AND PROTECTED. 5. A 10 FOOT HORIZONTAL AND 18 INCH VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN SANITARY SEWER LINES AND ANY WATER OR STORM LINES. WATER OR STORM LINES SHALL BE ABOVE ANY SANITARY LINES. 6. ALL SANITARY SEWER LINES SHALL HAVE A MINIMUM OF 1% SLOPE UNLESS OTHERWISE NOTED 7. FOR ANY WORK IN ARKANSAS DOT RIGHT-OF-WAY, AN ENCROACHMENT AND/OR UTILITY PERMIT MAY BE REQUIRED. 8. ALL METERS, VALVES, AND BACKFLOW PREVENTORS ARE TO BE IN COMPLIANCE WITH THE CITY OF HOT SPRINGS REQUIREMENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL. 9. ADJUST ALL TOP OF STRUCTURES ELEVATIONS (MANHOLES, CLEANOUTS, VALVE BOXES) TO FINISH GRADE ELEVATIONS 10. ALL SANITARY SEWER WORK MUST BE IN ACCORDANCE WITH THE CITY OF HOT SPRINGS STANDARDS AND SPECIFICATIONS. 11. LOCATOR WIRE AND DETECTOR TAPE ARE REQUIRED ON ALL SEWER LINES. PROPOSED LEGEND WATER LINE W W SANITARY LINE ELECTRIC LINE E E III d.t . . a. v w.' • • -•ac-. ,'. .:t GAS LINE III F•'i:: '•r• j. `: ,•..�•. •' :•t '.•. �•'� •d .•�, .� • f y G G G G III •e' . ' •. W I I ( ) PROPOSED WYE II .. • , . •• ' . I 6 PVC SDR-35 I I II a•I.'.•e,; .+ .. . A.,. ,. I*, � ,.:::i'�..•; ..�•:.� z W , 1.00°r° I I I \ II °'SA '4 ... e. . ''_ :'• a'.. STORM PIPE - I LJ I °� INV (N) = 912.13 - w ..• •• ' .'r,. ,••: :..' ..... '..f I I r` I INV (SW) = 912.13 I I I I I III j Fr___ / INV (S) = 912.13 I I N WATER TEE td z r' I /I I I O li '1i BLOW OFF n \ CINL Ln ±TOF \ O I M LLj , �, 66"" PVC %SDR-35) I (� i `:) GATE VALVE ►� O I m +I \ �� = LL 6" I i \ I 6" PVV C-3 BACKFLOW PREVENTERC (SDR-35) CLEANOUT \ I Q @ 1.00% I INV NE \ ( > = 912.20 /I i i WATER METER ME® I INV (W) = 912.20 \ m I/ II SANITARY MANHOLE c 5 /� N I/ I I r/1 �� ai �� TRANSFORMER U I/ I I I I Ili III III III •❑T \ \ PROPOSED BUILDING CONNECTION 0 +1CL/ I I III III III III INV (E) = 912.43 I II) iii iii STORM CATCH BASIN LU11LU11 f I I I I ul In ul In _ -914 O ' I III III III III STORM MANHOLE C-6 I I II III III III III 0 /' I I u1 In ul In PROPOSED WYE /{ I I I I III III III III INV (N) = 912.65 \ % I I III III III III PROPOSED CONTOUR 430 ±31' OF I I I I III III II 1 III INV (SW) = 912.65 III III C 8 6" PVC (SDR-35) / I I I III III III III PROPOSED TANK CONNECTION @ 1.00% ±7' OF I I III III III III EXISTING CONTOUR - - - - 430 - - - - INV (E) = 913.03 6" PVC (SDR-35) I I I III III III III 1.00°r° @ 1 III III I I 2.30% _------__ - c 7 DIRECTION OF FLOW 1 1 1 CLEANOUT I ❑T I \ \\ I I INV (NE) = 912.72 INV (W) = 912.72 T \ I 1 1 ELECTRIC TRANSFORMER 1 WITH SERVICE CONDUIT TO ------ - J 10.0' PROPOSED I I BUILDING � I SLOPING EASEMENT PER D 0 C. NO. 499617.001 ELECTRIC EASEMENT \ 1 I ------------------ _________-_--------------------------------_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--- (SHOWN PER PLAT OF OTTER CROSSING) \ I I I -N LINE OF PARCEL 1013, ANOKA COUNTY SILT FENCE I I I \\I H1 G-HWAY RIGHT-OF-WAY_PLAT_W0---Z5--------------------------------------- I--- ------------------------------ - - - 912- _ - - x --- X-_----- X --------------------- -- ° - - - - - - - -- - - -- -- -- ----- - - - -- ---------- --- PAR ------- „� -------__-_- - ------------- EL -------913---- --- ---------- -- _ - ---------------- ------ - _----- - 914 _ --- - OHE - ---� -915 OHE - -ellE _ - - -OHE - - - - _ _ OHE OHE E - - - - _ - - - - �tlE -- �H vHe _ OHE OHE OHE OHE- ------------- _ BSAH-AG�A1Q_6_UJl1T-C-EASEMt ENT----_-___- --- --------916------ - - - - - - --------------P-EF�-PLAT gF_O�TER--CI�SR+6- RESTRICTED ACCESS PER _ ---------- ------ '�------------- � � .001-- 17_ - PLAT OF OTTER CROSSING GH T_ _ WA Y PLA T NO. 75 \ __(DOC._N0. 498023 - - - - ANOKA COUNTY Rl _ _ __-_ __-----_=_____ = ==------__------� ____ ___ - -��- ------------------ ____--- ... ... - - - - - - - - - - - - - - - - - - ----------__------ ----==___-------- -------------------- - -917 - ---___ _----' C.S.A.H. No. 14 (MAIN STREET) \ ' / ------------------- ------------------------------------ \-------------------------------------------------------- T--------------------------------_ - - - - - _ - - - - - - - ----------------------------------------------- -----------_ ---------- ---- -------------------------------------------------------------------- --- w=�a�ii��iiiSesl�lf!=!i!! 91 USSf=��'�«Ci;�CiC---------------- -�z� 918 u w 2" SERVICE LINE °L - - - - - ±107 LF - PVC PIPE 3 I I / m 8" DIP FIRE SERVICE mJ � I Al I I ^ WATER SERVICE CONNECTION TO BUILDING I (SEE MEP PLANS FOR CONTINUATION) I f I m ✓; I, 7-4 CLEANOUT N i O O LO I, INV (E) = 912.39 INV (W) = 912.39 1 1- 00' C\4 I I (n / Z 0') +19' OF ±63' OF 6" PVC (SDR-35) a 1.00% ................. . ..... ----------------------------------------- ANOKA COUNTY RIGHT-OF-WAY PLAT N0. 6._ I--------- -------- I I I I I I I OWNER, BLINO, LI C ;LOT 1 4OCK 1 ---- ��- I I - -T-- 1-- I I -------L-- I I - -�--�- 1 I -�--- CONTRACTOR MUST REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF ALL OUTSIDE DOORS AND BUILDING UTILITIES. CONTRACTOR MUST COORDINATE ALL UTILITY CONNECTIONS SUCH AS ELECTRIC, GAS, CABLE, TELEPHONE, WATER, SANITARY SEWER, STORM DRAINAGE WITH UTILITY PROVIDER. CONTRACTOR MUST CONFIRM EXACT LOCATION OF ALL PIPES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE DISCREPANCIES WITH THE PLANS. 00 co � o J z Q � C 2 O c o a)U c � - mLL O w m Cz a J (.0 J Q 24J � U CC oLL _ (n r LU ( CD_ 6n o co � M M J 0-Fz� -0 J oo V OP M UT,p a c E: 0 C cz C5 0 a� Y � o ccz E 00 z 0 U Q W 0 LULU z Q w J O Cl) z z c0 J Q O LO z ' Q LO z z Q � Q O LU Cj) w �e Q � J � Q J w LU 0 � � Z Q 0 LL J 0 Q U 0 z z C LU Y Q J 0 z_ J I 040069-01-015 I PROJECT NUMBER 1 PLAN STATUS 1 0�0 Know what's below. DATE DESCRIPTION Call before you dig. /THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. JL JL KM DESIGN DRAWN CHKD SCALE: AS SHOWN JOB No. 040069-01-015 DATE: March 8, 2022 FILE: 09-040069-01-015-UTP.dw SHEET C8.0