10/13/2021 P&Z Packet - Laserfiche WebLink

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\ \ \\ 9 \ 2 I Q \\ 9 \ \ EXISTING PROPOSED c9 Z w \ \ PROPERTY LINE Z W V p EASEMENT LINE - - - - - - IX Z L V N \\ 9 '( =i CURB LINE -------- W W ZQ z Q \ BITUMINOUS PAVEMENT Z �LLF V \ 9 ` \ \ Q v of CONCRETE WALK � z =C W N W' - z - --- -� Z Z Z Z I --_-�e____� ° e J \ \9 STORM SEWER «-T� >> m \ 9 \ SANITARY SEWER -< < - >- Z O V ,o I WATER MAIN j O Ln \ \ 9 \ gill UNDERGROUND GAS ug ug - N mil Pt UNDERGROUND ELECTRIC e e w co ti UNDERGROUND CABLE ° ° > M \ \ 9 °i1 co > > 9 > > �I UNDERGROUND FIBER OPTIC ufo X \ 9 \ ROSEMARY WAY ROSEMARY WAY I OVERHEAD UTILITY onu LL • V WETLAND ---------- p POWER POLE Z � �I o GUY WIRE w co V CABLE PEDESTAL © , a - - - - - - - ;- - 9 -� - - - - - - - - - - - 9 \ �\ ` �\ of FIBER OPTIC BOXOD❑F , w 9 'I ♦♦ - V HYDRANT �' M 9 Is" ," % �% \ ♦ \ STORMWATER POND I V 25'-18" RCP �%�\\ tie ♦ \ (BY OTHERS) I UTILITY PLAN NOTES 9 \ \ Uj ♦ \ CL5 ® 0.70% �p \ \ 18" RCP FES I - of 1. SANITARY SEWER, WATER MAIN AND STORM SEWER CONSTRUCTION Z ♦ \ (TIE JOINTS) ��A\� \ \ PLACE 3.6 CY I SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE CITY OF \ \ \ RIPRAP CL.3 I IE 915.00 V LINO LAKES STANDARD DETAIL SPECIFICATIONS, CITY OF ENGINEERS STMH 101 \ \ \ \ \ \ RE 920.20 I � i ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS, & THE MINNESOTA PLUMBING CODE. V \ fl \ \ \ \ .�� IE 915.18-18" NE,SW Q \ �� \ \ IE 915.51-12" SE z a ./ \ \ �� \ \ ♦ °i 2. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR ALL p \ A\ ♦ WATER MAIN AND FORCE MAIN. W \\ \ 9 ♦ \ /� CB 102 v 3. A MINIMUM OF 2.0 FEET VERTICAL SEPARATION SHALL BE REQUIRED 60'-18" PE C \ \ RE 919.23 FOR ALL UTILITY CROSSINGS. a J C 16'-15" RCP \ 0.45% \\ 9 \G IE 915.83-12" NW CL.5 ® 0.70% \ \ \ 9 (TIE JOINTS) \ �) - - - - - - - - - - - - - -IE 915.94-10" S 4. ALL WATER MAIN WORK & TESTING SHALL BE COORDINATED WITH CITY V = OF LINO LAKES PUBLIC WORKS DEPARTMENT. H W m U) \ 9 W \ \\ 77 CONNECT TO EX. J V ) \ 41'-10" PVC 8" DIP WM STUB 5. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. \\ \ \ s.15" RCP FES \ 71 -12" PE 0 1.00% (FIELD VERIFY) ELEVATIONS SHOWN ON THE PLANS REFLECT THE BUMPED ELEVATIONS. W �"� J ° IE 916.00 1 1 11 \ \ 0 0.45% I II 6. ALL WATER MAIN MUST HAVE CONDUCTIVITY TEST, HYDROSTATIC TEST = W Z p \ \ 9 HYDRANT W/ G.V. CLEANOUT, I of AND BACTERIA TEST BEFORE THE PROJECT IS COMPLETE AND TURNED J J \ \ ND EL. 921.2 8" X 6" TEE 11 9 IE 916.35 I J i (TURN HYDRANT) W/ 6" G.V. & BOX 7 Q V \ �\ CBMH 103 n & 8" X 6" REDUCER I Z FINAL LOCATIONS OF BUILDING UTILITY SERVICES & M \ RE 919.33 I W DOWNSPOUT LOCATIONS TO BE VERIFIED WITH ARCHITECTURAL V .. AND PLUMBING PLANS. IE 915.45-18" NE � 6 DIP, C .52 WM I 8" DIP L5 I i � it O \ IE 915.89-15" W \\ 9 IE 915.78-12" SLLL \ _ �- PVC SCH.40 ------------\�'�, \ \9 108'-12" PE �\ a ® 1.00% N '�,,\` Z \ ® 0.45% IE 916.72 �I i CB 104 (ROOF DRAIN) �I V RE 919.43 J IE 916.26-12" N °i x I J IE 916.38-10" E 6" DIP CL.52 `=I rn ��- WATER SERVICE V (FIRE & DOMESTIC) I STORM SEWER SCHEDULE \ 9 Z STRUCTURE NEENAH I-I a CONNECT TO EX. I CASTING Q Ln \ 76'-10" PVC TYPE & No. SIZE or EQUAL J U) I \ \ @ 1.00% 6" SAN SWR STUB °i H \ IE 917.14 3'-6" PVC 'i STMH-101 60" DIA. R-1733 z I \ \ 9 \ (ROOF DRAIN) ® 2.0% \ G \ IE 910.46 II �; CB-102 24 X 36 R-3067-VB CO 00 \ 9 9MEDICAL\\ PROPOSED I I� I I CBMH-103 48" DIA. R-3067-VB W o W 4, -3067-VBBUILDING CB-104 24 X 36 R O E \ \ I I F TI p RC TOP V ° H 00 -> ---,> x J 6L 9 I lie V o N \ 9\ 32'-15" RCP \ 15" RCP FES / REVISIONS / DRAINAGE & CL5 ® 0.62% \ PLACE 2.9 CY J `° 1. 09/17/21 CITY COMMENTS UTILITY EASEMENT (TIE JOINTS) m RIPRAP CL.3 (TYP) \ 9 IE 917.30 �/ I\ S - - - - - - - - - - - - V ° i \ lb T L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� - - - - - \ 9 Y \ 15" RCP FES / I ° - - - IE 917.50 - V✓ I i 0 15 30 60 DRAWN BY: JTR - - - - - - - - - - - - o - - - - Y"� - - - - - - - u ohu ohu ohu ohu ohu ohu ohu ohu ohu ohu �� o° _ --- - - ufo fo of \\ ufo ufo ufo nu fo B ° 4�x91 c o ufo °hufo o' o u u6ho cohw - 9 o u uc ° (IN FEET) ISSUE DATE: 09/13/21 uc �So oly 0 9�9�3 1 ///\ , d ----�--�- ufo ufo --_--- -- --- u u \_ - ohu 014� UC ohu uc 4ac +� -�__- 9 9 4ohFJg�T ohu ohu - ohu ohu ohu ohu ohu �j ohu ohu oh ufo ufo _ufo __ufo - -ufo_- ufo- ufo _-_ufo-------------------- - �u�- g= �-- -- I u ohuW ohs} -Ya ufo ufo ufo ufo ufo ufo ufo-- -- _-- -- ___ _- ---_-_ i u --g ug ug u9 ug u9 _ug- U4 �+4-��'9 ug` I u�- - - _ 'fl u ug ug u9 u ufo - ---_--U- ------ u u9 u9 9 g - / BENCHMARKS u ug u9 u9 u9 9 o ---------- -- --- ------------------- -------- _ __ g --------------- --_ - MND �k \ � I hereby certify that this plan, specification " > _---->�----� -- --_-- - -__ -� -__ k 1. OT STATION NAMED 0282 S. or report was prepared b me or under my ��--_------ ---------- --------------- \ --_� ----3 --3>--- - _ ------------------------------ ___________ �-- - � \ � direct supervision and that I am a duly __------- I 9 ��=- J I `� ELEVATION = 931.461 (NAVD 88) Licensed Professional Engineer under the > -_> ` laws of the State of Minnesota n MAIN STREET I ° , I I ___ I \ > 9 ^ I \ I I CALL BEFORE YOU DIG Name: Joseph T. Radach, P.E. � -- _ -_ --- -------------------------- --- --------- ---- - - --------------------- ------ --------------------------------------------------------------------- Dat icense #e: 09/13/21 L� 45889 0 I \ I \\J Know what's below. 4 of I `, Call before you dig. 9