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DRAWN BY: DESIGN BY: M.Q.A. C.W.P. VICINITY MAP CHCKD BY: PROJ. NO. M.Q.A. 20-1952 ORIGINAL DATE: DECEMBER 23, 2020 Myrtle Ln Highl.:r TITLE SHEET, LEGEND, EXISTING CONDITIONS & REMOVAL PLAN 4v 4 P w Arlo Ln _ Highland MEADOWS PARK LINO LAKES, MINNESOTA Lr � SITE ASF Yard h 0 LEGEND Z 3 � Vito, O U 5 U) oHw EXISTING OVERHEAD ELECTRIC PROPOSED WATER PIPE Jj 908.56 V 0 TEL Z EXISTING UNDERGROUND TELEPHONE > PROPOSED SANITARY SEWER PIPE T FNDIP GreenwoodLn BarbaraLn O CBL EXISTING UNDERGROUND CABLE �� PROPOSED STORM SEWER PIPE Pat-A-Cake U) r-,�•,�:rm, rl > ❑T EXISTING TELEPHONE PEDESTAL «� PROPOSED DRAINTILE AND CLEAN-OUT V v v LU 0 1 q ti ❑E EXISTING ELECTRICAL PEDESTAL ELEC PROPOSED ELECTRIC SERVICE * qo NOT TO SCALE © EXISTING CABLE PEDESTAL GAS PROPOSED GAS SERVICE * q W I- EXISTING UTILITY POLE TEL PROPOSED TELEPHONE SERVICE * Q V V EXISTING LIGHT POLE p o 908.35 L OIS LANE O PROPOSED STORM MANHOLE �° MHSA >� EXISTING STORM SEWER ❑ PROPOSED CATCH BASIN 9035 > > > > > > > > > > EXISTING WATER MAIN Q INv ti PROPOSED FLARED-END SECTION LOIS LAW °'UTLER ADDITION I I I I I I I I I > EXISTING SANITARY SEWER >g PROPOSED GATE VALVE I I I I I A I I E N FM EXISTING FORCEMAIN PROPOSED HYDRANTm co a o o� q ti iv �D EXISTING STORM MANHOLE 90j6 "910.5 q - rn - 9 qp ❑-:5 U z SO PROPOSED SANITARY SEWER MANHOLE 908.1 n n n Og' ❑ I" EXISTING CATCH BASIN 928 PROPOSED CONTOUR o - J EXISTING FLARED-END SECTION 930 908 oa qo°j � Q©908.5 x 909.0 � � �•� 907.8'. 908.001578 ..,.........13&00..................... .. x •� W IL OJ x 908.2 105.00 908.29 co > 920.60 PROPOSED SPOT ELEVATION I 908.4 908.7 O FNDIP17765 Q ID O ?� g EXISTING GATE VALVE 907.5 =•soz9 ;,.•�907.8 - Q•- (GUTTERLINE,BITUMINOUS 90� to . .'i• PIN 11 - _ SURFACE,OR GROUND SURFACE 'T - - - - - - - - - 078 - ...�.. - W EXISTING HYDRANT UNLESS OTHERWISE INDICATED) 908 g r AP3 6"-8" ,,7 MAP36 908.1 1907.7 x 907..s U N O EXISTING WELL PROPOSED SILT FENCE i8x °,iti *.SPR14 I PIN 13 "' .9 a� _ g0 10 I 6 ti' Og.................... CO I 907.4 - I 5 U OS EXISTING SANITARY SEWER MANHOLE 0% PROPOSED DIRECTION OF DRAINAGE a�PeS ...""90$ I MAPS 2 ^� ` : x910.3 �O ................... f.; 907.8 ••• ....... I PIN11 928 EXISTING CONTOUR PROPOSED BITUMINOUS �907.8 I 3 Q J W ti °�a 906.9........ o L I- 930 ............ I _ 12. PIN6 MAP2-10-12 X CI•MPP x907.1 ;I U x 920 99 EXISTING SPOT ELEVATION �PIN6 1LJ GE w w w w PROPOSED FILTRATION MEDIA 60 I RS07G asa a- -9077 asapa-----asa e 9076 ^W 906.9 esa�e-----esa 8 `�--esa e-----asa e 07.I MA 12 9 3 x9o7.42 EXISTING SPOT ELEVATION O POPS +---- --- BIT 907.3 907.5 O : PROPOSED INLET PROTECTION 9 Ax lA n MAP16 Po °' �o06 (MATCH INTO ELEVATION) o� _ �? x 907.4 r m F��• m U 907.7 ^ Z EXISTING BITUMINOUS PROPOSED HEAVY-DUTY PAVEMENT . . �MAP2-11-15 Q O x907.6,.......,i m � EXISTING Z H 9�8..... I•..................... 908.1 9oz6 0 _ Qo HOUSE O O PROPOSED ENKAMAT ASHu 'N 906.9 0 EXISTING TREES I °�P°P12 y Z Z f.........P12 I I W PROPOSED RETAINING WALL I I ° m ~ Z Q n 907 ........... OU 901.0 Q 0 I 910 3 Z J �08.6 MA 44 C K ......x 907.0 EXISTING TREE TO BE REMOVED BUILDING REMOVAL �( MAP28 I 44,400 S.F. 907.8 x907{3 I aoq Z J `l I BOX24 907.6 CONCRETE SIDEWALK&BITUMINOUS o^y I o ro 9090' 2g.3 908.8 (1.02 ACRES) m P°P2-9 I Qi y U) j SURFACE DRAINAGE DIRECTION DRIVEWAY REMOVAL q o m I W 2i NMI LLJ x EXISTING FENCE a EXISTING 9o9•s _ 9073 � I H PROPOSED CONCRETE SIDEWALK DRIVEWAY r^ FFE-GAR r, n o P°P8 I W 14 GARAGE = co EXISTING RETAINING WALL "/ FLOOR=909.3 /r" ' I r m Z = WET EXISTING WETLAND m , m 24 975 S.F. o I I w "' o _907.1 (0.57 ACRES) _ : � 82 9os.o 910.6 * NOT ALL SYMBOLS ARE APPLICABLE. 9072 ---- ------- 41.5 -----07- ---- 909.1 ^ O *q ° POP2-8-9 y ' 909.3 909.3 0 19,425 S.F. I o ~ O m Q I 909.z° _^ 909. 909.5 e - �, 909,z Q (0.45 ACRES) PREPARED FOR: GENERAL NOTES 1 m 909E 909.5 gOg4 -----2 909.1', m I :x910.3 909. W E°M42-6"-7"-10" / 90g� 909.1 9Q I SCOTT BUTLER l a r 907.6 : i� x' 1909.4 A 909.2 cO THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT ELMza= I I DECK nr co o GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION -I ----- 39.6 --- --t-- - µu11�m x907 ,�„ 907.8 x907.1 co °° 908.7 AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. I a o 'II�FMAP3-10-11-12 o CALL"811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. I 900.5 EMI EXISTING O x908.4 co �� HOUSE i q m I ; THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING SANITARY SEWER, STORM SEWER,AND O I " N �`` o cn WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. I o I I t 908.8 m °i m I f MAP3-9" I INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. In go6.9 907.1 B�ais i AC gog.a > > n m I I m 908.0 m / / ALL UTILITIES THAT WILL BE OWNED AND MAINTAINED BY THE CITY AFTER CONSTRUCTION SHALL BE BUILT TO CITY 1 909•1 I STANDARDS. 1908.5' ASH10 gob. W DRAINAGE AND I ' O`D J0J 7 1 r x 907.0 SITE PLANNING 907.6 I ��: q q 10 12 913 UTILITY EASEMEN i THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ELM7 I ''..� a gOXZ 907.1 �I y &ENGINEERING ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. gIT 9077 go6.9 ELM2-8 0. """'909""'�""" m BLDSB-----BLDSB-----BLDSB- -BLDSB CURB - �•' x9o7.1 THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE CITY PRIOR TO ANY WORK. I 908.6 x908.7 a I ELM3->�-9-12" x 908.4 �'�� m PLOWE STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. ENGINEERING, INC. N W o 10 I.. ro M NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 907.6 m '."'."" 1 5 < 6776 LAKE DRIVE ALL ELECTRIC,TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE I ----BLDSB-�---BLDSB-----BLDSB- ---BLDSB) 9 x x x SUITE 110 Ll L_ UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY s0� - I B_1 ISHEET INDEX LINO LAKES, MN 55014 r o COMPANY. 907.23 - 9073 - - - x902.6 - - - - - -Y- - - - - - - - - - =- _ _ _ _ _ _ _ _ _ ❑T SETIP41578 Ln 9073135.0 gSH10 (n 907.� PHONE: (651)361-8210 pWj 9p6,7 9069 105.00 SETIP41578 CO TITLE SHEET, EXISTING CONDITIONS, & REMOVALS PLAN FAX: (651)361-8701 N x907.4 C1 GRADING, DRAINAGE & EROSION CONTROL PLAN N 907.4 907.o C2 UTILITY PLAN x907.8 C3.1-3.2 DETAILS NORTH N x 907.7 6 60 x 90 .5 N J x 907.1 I r x 907.7 � •> O w , 907.7 r s x907.3 x907.2 1 INCH = 20 FEET r' I 6 N ipk a below. N Call before you dig. TITLE SHEET, EXISTING CONDITIONS , & REMOVALS PLAN 7870 M EADOWVI EW TRAIL