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CENTURY FARM NORTH PUD/PRELIMINARY PLAT AMMENUMENT ATH ADDITION VICINITY MAP TITLE SHEET, NOTES & LEGEND LINO LAKES, WIN GENERAL NOTES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. WATER MAIN NOTES EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18" OF WATER MAIN. PROPOSED WATER MAIN SHALL BE PVC (PRESSURE CLASS AWWA C900 WITH DR RATING OF 18). PROPOSED WATER SERVICE PIPE SHALL BE 1" COPPER TYPE K. TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, AND HYDRANTS. kI_3I01r�I00•IIZIInIl]LfA.'fl299KH•I21:iLOIN 1.l99•]W111111IMM121IN:a•1_11ZE91» SANITARY SEWER NOTES EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35. PROPOSED SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26. STORM SEWER NOTES FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HDPE PIPE MAY BE USED. (SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS. USE SAND/GRANULAR MATERIAL FOR BACKFILLING AND COMPACTION OF HDPE/PVC PIPE IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM 2321. STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. CURB & STREET NOTES REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. Know what's below. Call before you dig. 5 n „ N1a1n S[ ^'^`" ss Main St x et" Aighla d T % SITE AMI. 5 ;• a 4" CM st LNM1"H l,aa,r+Ln 'n Thw Sl Mh $, W urc st pi- my - Sib SHEET INDEX CO TITLE SHEET, NOTES & LEGEND C1-1 GRADING, DRAINAGE & EROSION CONTROL PLAN C1-2 GRADING, DRAINAGE & EROSION CONTROL PLAN C2-1 UTILITY PLAN NOTES C2-2 UTILITY PLAN C2-3 UTILITY PLAN - WATERMAIN LOOP PROPOSED PLAT ZONING PUD C3 DETAILS C4-1 STORMWATER POLLUTION PREVENTION PLAN EXISTING PLAT ZONING R & PUD C4-2 STORMWATER POLLUTION PREVENTION PLAN L1 LANDSCAPE PLAN MINIMUM LOT DEPTH 125 FEET PP PRELIMINARY PLAT MINIMUM LOT WIDTH 60 FEET RI RESOURCE INVENTORY MINIMUM LOT AREA 7,500 S.F. B/P BUILD -OUT &PHASING PLAN 2 of 8 CERTIFICATE OF SURVEY BUILDING SETBACKS STREET (LOCAL) = 25 FEET STREET (COLLECTOR) = 40 FEET REAR = 25 FEET SIDE (PRINCIPAL) = 10 FEET SIDE (ACCESSORY) = 5 FEET I I NW CORNER OF SW 1/4 OF NW 1/4 OF SECTION 7, T31, R22 09 I ROw i � i co r_______ --_ ---- I �1 r- L I DWYI (APR ) ._ --------I r----- 1 r I I I I I I I I I I 1 I -- �---- z I L O it III ; �20 1 'rTa'S' I I I I I 9 1 1 ID A 4 5 6 I 7 I 8 ,�(°• I I 1 I I 1 I I I A I 9i 2 3 I I I Q I I I I I I I I I I 0 I I 1 I I I I I I I I I I I I 1 I I I 1 ---I -----------------� L--------I L-------------�---------� I I 1 I I----- --- _ 1 I F- ROBINSON DRIVE ID - - - -- --- ------ ------ - -_ Q POLE -----, r- I , 1 r--------"1 r 1 r- I I 0 N POND I II V1 1111 1 I I I I m li it 1, 11 1 I I I 6 7 I 8 m l c 11 11 1 1 II 11 2 11 3 4 8 11 I I 11 I I it ,�i II III I W .� II IIII Z I I I 4 N Q L O v I LLJ W -- c -- - w j WETLAND \ I I� I� I�I HOUSE I LU -ELC EXISTING OVERHEAD ELECTRIC >� EXISTING STORM SEWER I EXISTING WATER MAIN ®— EXISTING SANITARY SEWER QD EXISTING STORM MANHOLE EXISTING FLARED -END SECTION H EXISTING GATE VALVE EXISTING HYDRANT n EXISTING SANITARY SEWER MANHOLE .................9•••••. 28.......... ...... EXISTING CONTOUR x EXISTING FENCE -WL DELINEATED WETLAND EDGE DELINEATION BY "WENCK ASSOCIATES" B-#/3 IV TEST PITS/BORINGS PERFORMED BY WENCK ASSOCIATES LEGEND PROPOSED WATER PIPE >— PROPOSED SANITARY SEWER PIPE >� PROPOSED STORM SEWER PIPE « PROPOSED DRAINTILE AND CLEAN -OUT 0 PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN p PROPOSED FLARED -END SECTION m PROPOSED GATE VALVE PROPOSED HYDRANT QS PROPOSED SANITARY SEWER MANHOLE 928 PROPOSED CONTOUR 930 X920.60 PROPOSED SPOT ELEVATION (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) s PROPOSED SILT FENCE o— PROPOSED DIRECTION OF DRAINAGE PROPOSED RIP -RAP O PROPOSED INLET PROTECTION -----------------�, r- I 11 I I I II, I I O C I I 2 1 i 3 1 1 I 11 I I I I 11 I I 1 Il I I � Il I I I I I I I 1 ----� L----------J J---- i - ROBINSON DRIVE CENTURY FARM f'\ 5TH ADDITION ----- r-------� r-------- r- -------� r-- I -------- I I I -- I I 1 B L C K IB L 11 I j l I I i i i 5 6 7 1 1 8 1 2il 3 4 I I 4I I 2 3 I I 11 I I 11 I�� I I I1 11 I I � � I I I I I ROBINSON DRIVE r -----� r--------i r---- - -- 38 I it I 'I--------� 'I 1 I I I I I I - - -, I -- — —- - I 37 --- - — — — - ------- I I 3 _ - --- i 1 I ---- �+=,�, 1 2 I �� I, �— — 2� 36 1 \ it — — — — — — - C — z . • �` O C I J `� ��, POND �'I II 3 I �� I 35 - `--='- Jrainagc\n& Ut Y ` I �' asenr \ i------------------------ I� 4— — — z — — — I I J -_= I I /I O _ — ' I it W�` LAND ----------------------------- - - - - 7 j ----� L- -- �------ I - -------_______--`________ — — —I Im 34 — — — — — — — — — — — — — — — 1- — HIGH-UNE POLE CENTURY WETLAND F4M ------------------- — — — I 33 ii f, I 6 I --- — 1I I I i I I\ it i M�RGAN --------------------- - — — — —I LANE POND ------- - POND ��• -=__ I 7 8 I 9 I 10 I 11 12 1 3 14is / / ---- -_---------- -------------- -------- --- POND I I I I II II1 I I r ,II I 111, I I r r rr -------------------------------------------------------- / / J /----------_-- --------- - '--- ---------------- H ■,— �__j—r.,�-f�� HIGH -LINE POLE 177 N _----------------------- - -- -- UNDER GROUND '--------- GAS POST o OR� J1 i I I TITLE SHEET, NOTES &LEGEND CENTURY FARM NORTH - 6TH ADDITION DRAWN BY: DESIGN BY: A.G. C.W.P. CHCKD BY: PROJ. NO. C.W.P. 14-1460 ORIGINAL DATE: MARCH 10, 2014 z O i= a LL U LU w o w z O LU LU � U W o 4 m ce) E m rn E L co ^' O O ca _ 3 •° wLU J ca m 5 (D (� �0.�� U) Q 't O � U 0 O " d Q N N ) It E c o L U N - W L 0 0-0 � � a Z 0 LU = C z mm = LU �Q LU w W CA w LU z Z C W O = U) W W � � J Q Q 1-0 W Ca PREPARED FOR: CENTURY FARM NORTH DEVELOPMENT, INC. SITE PLANNING & ENGINEERING ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 0 40 80 1 INCH = 80 FEET CO