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GENERAL NOTES <br />1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION <br />OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. <br />THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO <br />TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE <br />UTILITIES. <br />2. CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS <br />FOR EXISTING UTILITIES LOCATIONS. <br />3. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF <br />EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE <br />START OF INSTALLATIONS. <br />4. ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD <br />SPECIFICATIONS AND DETAIL PLATES. <br />5. ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. <br />6. PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ON <br />PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. <br />7. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF <br />CONSTRUCTION. <br />8. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL <br />BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL <br />UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY <br />COMPANY. <br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING <br />TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, <br />FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. <br />REVEGETATION SPECIFICATIONS <br />ITEM <br />MNDOT SPECIFICATION/NOTES <br />SOD <br />3878 <br />SEED ** <br />3876 <br />* FOR TURF ESTABLISHMENT <br />COMMERCIAL TURF <br />MNDOT MIX 25-131 (220 LBS/ACRE) <br />RESIDENTIAL TURF <br />MNDOT MIX 25-131 (120 LBS/ACRE) <br />TEMPORARY FALL COVER <br />MNDOT MIX 21-112 (100 LBS/ACRE) <br />SPRING/SUMMER <br />MNDOT MIX 21-111 (100 LBS/ACRE) <br />SOIL -BUILDING COVER <br />MNDOT MIX 21-113 (110 LBS/ACRE) <br />1-2 YEARS COVER <br />MNDOT MIX 22-111 (30.5 LBS/ACRE) <br />2-5 YEARS COVER <br />MNDOT MIX 22-112 (40 LBS/ACRE) <br />MULCH <br />3882 (TYPE 1 - DISC ANCHORED) <br />HYDROMULCH <br />3884 <br />FERTILIZER <br />3881 <br />WOOD FIBER BLANKET <br />3885 (CATEGORY 2) <br />* MOW A MINIMUM OF: <br />RESIDENTIAL TURF - ONCE PER 2 WEEKS <br />COMMERCIAL TURF - ONCE PER 4 WEEKS <br />** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY BIODEGRADABLE, NON <br />FIXED JOINT FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. <br />TIMING FOR EROSION & SEDIMENT CONTROL <br />ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR <br />IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY REQUIREMENTS. <br />PHASE I: <br />1. INSTALL STABILIZED CONSTRUCTION ENTRANCE. <br />2. PROVIDE TEMPORARY PARKING AND STORAGE AREA. <br />3. INSTALL SILT FENCE AS SHOWN ON PLAN. <br />3.1. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. <br />3.2. THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF <br />ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING <br />CONSTRUCTION. <br />3.3. SILT FENCE SHALL REMAIN IN -PLACE UNTIL SITE HAS BEEN STABILIZED. <br />3.4. CONTRACTOR TO PROVIDE ADDITIONAL SILT FENCE, BIOROLLS, EROSION <br />CONTROL BLANKET, OR OTHER APPROVED EQUAL FOR ANY SLOPES THAT <br />APPEAR TO BE FAILING. NOTE: EROSION CONTROL BLANKET MUST HAVE <br />NON -FIXED JOINTS AND BE FULLY BIODEGRADABLE, ANY BLANKET NETTING <br />MUST BE LOOSE -WEAVE.) <br />4. INSTALL INLET PROTECTION FOR ALL EXISTING STORM SEWER STRUCTURES. <br />5. PROVIDE TREE PROTECTION FENCING IN ACCORDANCE WITH CITY TREE <br />PROTECTION FENCE DETAIL (GEN-27). <br />6. PERFORM SITE GRADING ON AN AREA -BY -AREA BASIS TO MINIMIZE UNSTABILIZED <br />AREAS. <br />6.1. CONTRACTOR MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL <br />AREAS, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS <br />AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE <br />TEMPORARILY OR PERMANENTLY CEASES. <br />7. PAY SPECIAL ATTENTION TO ADJACENT PROPERTY LINES TO ENSURE THE EROSION <br />CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT <br />ONTO ADJACENT PROPERTIES. <br />8. STABILIZE SOIL STOCKPILES; STABILIZATION SHALL BE INITIATED IMMEDIATELY. <br />9. FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. <br />10. CONTRACTOR SHALL BE RESPONSIBLE TO SWEEP/SCRAPE ADJACENT STREETS <br />WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS OR <br />AS DIRECTED BY CITY. <br />PHASE II: <br />1. PROVIDE TEMPORARY SEED FOR DISTURBED AREAS. <br />2. INSTALL RIP -RAP AT FLARED -END SECTIONS (AS APPLICABLE). <br />3. INSTALL TEMPORARY INLET PROTECTION FOR ALL STORM SEWER INLET <br />STRUCTURES IN PAVING AREAS (AS APPLICABLE.) <br />4. INSTALL UTILITIES INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER. <br />5. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND/OR SOD. <br />6. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONLY AFTER <br />SITE HAS BEEN STABILIZED. <br />Know what's below. <br />Call before you dig. <br />LEGEND <br />AC <br />DENOTES AIR CONDITIONING UNIT <br />© <br />DENOTES CABLE PEDESTAL <br />6CO <br />DENOTES CLEAN OUT <br />ecs <br />DENOTES CURB STOP <br />❑E <br />DENOTES ELECTRICAL BOX <br />X 952.36 <br />DENOTES EXISTING SPOT ELEVATION <br />❑E <br />DENOTES FIBER OPTIC BOX <br />© <br />DENOTES GAS METER <br />�Ce <br />DENOTES HYDRANT <br />DENOTES MAILBOX <br />Os <br />DENOTES SANITARY SEWER MANHOLE <br />DENOTES SIGN <br />O <br />DENOTES SOIL BORING. (BY OTHERS) <br />0 <br />DENOTES TELEPHONE PEDESTAL <br />0 <br />DENOTES WELL <br />-X-X- <br />DENOTES FENCE <br />DENOTES RETAINING WALL <br />DENOTES EXISTING CONTOURS <br />> <br />DENOTES EXISTING SANITARY SEWER <br />DENOTES EXISTING WATER MAIN <br />E <br />DENOTES UNDERGROUND ELECTRIC LINE <br />GAS <br />DENOTES UNDERGROUND GAS LINE <br />CBL <br />DENOTES UNDERGROUND CABLE LINE <br />---BLDSB <br />DENOTES BUILDING SETBACK LINE <br />�L <br />DENOTES BITUMINOUS SURFACE <br />J <br />DENOTES CONCRETE SURFACE <br />DENOTES PAVER SURFACE <br />DENOTES PROPOSED CONTOURS <br />909.65 <br />DENOTES PROPOSED SPOT ELEVATION <br />GRADING INFORMATION <br />SITE AREA = 48,510 SF <br />AREA OF DISTURBANCE = 27,000 SF <br />= 0.62 ACRES <br />EXISTING IMPERVIOUS = 6,258 SF <br />NEW & RECONSTRUCTED IMPERVIOUS <br />LOT 2 DRIVEWAY * <br />= 1,210 SF <br />LOT 2 HOUSE / PATIO <br />= 2,000 SF <br />LOT 3 DRIVEWAY * <br />= 1,210 SF <br />LOT 3 HOUSE / PATIO <br />= 2,000 SF <br />TOTAL = 6,420 SF <br />* INCLUDES INSIDE RIGHT-OF-WAY <br />N2 <br />1.6 <br />Q <br />Z <br />20 <br />0 <br />10 <br />20 <br />40 <br />1 INCH = 20 FEET <br />HORIZONTAL <br />(22" x 34") <br />---------------- <br />_________________ n <br />' /A� I <br />\/v ---/ /��----��\\--- 909 -------------'��- <br />909.89 <br />TC 909.12 912.2 -- ------ - - _ - <br />908.44 <br />TC <br />-------- ----- ------ <br />x <br />- - - - - - - - - - - - - - - - <br />n _ <br />vI TC ---- 908---- <br />------'/ �_ <br />908.90 <br />\\� MHSAN <br />\% FILL FRONTAGE TO <br />909.94 I 909.81 909.68 / PROVIDE POSITIVE <br />EBIT TC TC \ TC - nTCB'S0 TOC9.40 909.30 909.17 908.95 908.87 - n 8.70 <br />TC TC TC TC TC c DRAINAGE TO CURB <br />nx--------------- <br />910.1 - <br />/- 1 $ 1 $ $ - $ $ $ 908-42 <br />IJ SIGN i I O �OO O O x909.5 09.3 //i 909.09.0 908.66EBIT TCx90H-- <br />O O O 09.8 MBOXS TC <br />n -__ �' g09 9oa.7 90809.6 O O O �- x908.9 -_ ------''�909.1-09 <br />9- <br />s C0,19 09.5 O O C, o <br />910.2 � ANSVC O O Ox909,5 ��� o _ TL <br />\� <br />��- 909.65 9oa.o �\ <br />3 1 . /�909.10 �- T c' 909`6 vY O O O C � 909.3 // 907.6 ---_- I <br />PINE6N /' x908.5 / <br />�\ F 303 x909.1, // <br />- 0 - - - , <br />7 T K - - - - } - - - _ / - - - - - - = 5-j I I I_.---- 910--- .909- <br />ICOTTONWOOD 16 (0 o� I 910.4 <br />909.00 p c5 YY I X \ <br />ROCK , �� //// I 9017 907.1 'I ^ , {I LU o I I <br />CONSTRUCTION 909 i o O O O 912 I o I 912 I i° ;- _-------911---- \�O <br />I ASH 10 O <br />ENTRANCE I 1 i\/ O O O N <br />- - -- --- - --90.1 <br />�q� Sa 9 v I I v <br />08.6 <br />LU o j I18 II \\ //' FRONT GAR 910.30 FRONT GAR 60f40 \ I y �q <br />I 8.9 I x908.�/ 912.5 x90 912.5 I^. 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L ` <br />I F 908 6 / x 907.3 0 3 I l <br />I I I I // OSB#3 <br />x4n7 R / x906.9 �907.1 I I. �i GARAGE I I <br />GARAGE i i oI 3212 908.50 x 9d0 PROVIDE EXTRA DEPTH 90 SB#4 1 oIx <br />I l of 908.9 j FOOTINGS AND EXPOSE I �o I x x907.1 \ 910.40 I I <br />SPRyCE6 FOUNDATION (TYP) �o o `\ o it <br />x906.6 0 �- CDI <br />CD <br />9�11 <br />EXISTING 911.6 I x91b.7 1 0 / 907.9 x907.2 \ / <br />HOUSE i x907.1 I I\ 90�7 I I <br />o EXISTING <br />/x910.1 � °' I x I W FLOOR = 909.4 ,-LOW FLOOR = 909.4 `\\ 90 ' HOUSE <br />908.q x LOW ENTRY = 909.4 I I 9 .2 x �� ,LOW ENTRY = 909.4 x906.8 .1 1 <br />908.00 <br />41 <br />����10.z I I 909 �xO 7.1 909 \ x9o7.o 60.00 9� - - - - - I L <br />910.9 -- - <br />'1908.3 <br />q o `\ x907.3 I x906.8 908- - 'T <br />908.0 x9o7.o I � - <br />908.6 � � 9oa.z 908 es - - 908 -- - - I <br />. - . - . - . - . - . - . x 1 I I \ 9- ------.-------------907_ <br />EXISTING PROVIDE BIOROLLS TO PROTECT ; 3,2_L -_ <br />SHED C6 x I BASIN FROM SEDIMENT I IOF: 907.2 _ ---_ gob <br />I I � I�-------- a <br />908.1 � � / -' <br />�-_908.2 I 907.50 / 9d7.1 / � /' \ <br />907.9 X 907.4 908.1 x 907.7 // \ x 8. -/ / J -907.1 x 907.2 ,mac � 0 3520 90E.5 <br />/ 1 907.3 L <br />---- - - - 907.9 x �- - - <br />908.3 \\ i HWL 907.4 \\ 0 <br />UCE12 \ <br />907.0_- -� x 907.0 907.1 x \\ 90 . 907 x9 7.0 C <br />_ x 7907.2- 996.8 2 906.9 \ .. ,.... <br />907 907 907.1 - - RELOCATE FIRE PIT TO BE: <br />x 907.2 907.0 <br />------ �- goal -- 908 _�/i I . 908 x9o7 907.2 (A) AT LEAST 20-FT FROM ALL PROPERTY LINES -------- <br />x - 908.1 908.2 x x �-$ \\ - - 0 - - - - - _ _---`�� IT REPIT (B) AT LEAST 25-FT FROM ALL STRUCTURES <br />3511 - - - - �� - �- \�--9p7- <br />RESTORE DISTURBED AREAS WITH p 907.a ''' -�-- <br />\ \3572 I� 9----'907 ----_ <br />TEMPORARY SEED MIX -ONCE BUILDING I x908.6 8 --_ -' � MnaL la 3523- 908 '-- <br />REMOVE TOPSOIL AND 908.9 9PRUCE16 (- <br />V7.5 908 <br />CONSTRUCTION HAS BEEN COMPLETED, LOT REPLACE WITH MIX OF 70% ''���- \`--' 908.6/'� _ <br />TO BE PROVIDED WITH SOD �-�sz, x ��`�PORTABL���,_---- <br />' 910.7 x908.3 x ° =,� 909 <br />SAND / 30% TOPSOIL 908.9 MAPLE34 \\ o~\ 1 / 88 \\may_------- <br />x 908.6 III SIVIC KE HOUSE <br />---------------------- 0�8 --8S0IH- - 8SMO-- 8S 8- 8S0l8-- - 65048- BSa� - - II -3.5 <br />v \�z-o� _ <br />-�0 \II. x9�,4�___, 11° 1 \��•______-�_ \ <br />q _ `\ _o09- x909.7 909.9 /910.4 , - x910.6 <br />I I EXISTING TREES SHALL BE ----- 910.4 irx 3524 I jj "MOVE BUILDING TO BE \\� <br />o' / 909.8 '09.1 <br />a PROTECTED IN ACCORDANCE CRAB9 I 11 I / ' x o x 910.3 910.6 e ° q / AT LEAST 5-FT FROM <br />WITH CITY TREE PROTECTION : ° a v°� 0 909.9 m II <br />x 910.1 d 911.0� `'�------�---- - i PROPERTY LINE \ <br />---- I FENCE DETAIL (GEN-27) - TYP. 91 .0 Imo910.5 910.7 . 910.7-___________, a / /\----- <br />_L___________ 910.4 - 910.6- 910.8 <br />/ 910.8 0) \ <br />\� j I x 909.2 350 / I . ° f <.. <br />9 .3 <br />x91 PLE22 N ^ EXISTING 1 <br />I�nnRn v� a -�" ° i o I91o.a HOUSE <br />910.7 I I TREE PROTECTION j x a 9 Q ' .� �g�9.1o.§. a I I / j I I <br />/ FENCING (TYP) <br />1 I I \ 916.8 0.l <br />o Q0 FFE EXISTING <br />EXISTING °' x 0909.2 0 9108 HOUSE GARAGE \� GARAGE / <br />HOUSE GARAGE 909.2 SB#1 \ I �, <br />ml 910.0 xl 912.3 1 I, <br />/ 910.7 / DOOR-FFE+- 911.2 I 6.0��- / <br />G FFE-GAR <br />\ 910.8 E o <br />910.0 A x _ _____ :�--------7.3 TO FACE OF BRIC LEDGE / <br />\ I I \ 910.9 __911.99'0.8 \__--'' 1 1✓ I °' iD O <br />\ \ WEST FACE OF ti <br />a .8 .° 91\1.2 , GQO Z1k1.2910.9 - 1 RETAINING WALL ON <br />\ \\ _---' a a I OR NEAR LOT LINE / <br />m x 909.1 x 909.5 \ 911.0 910.5 f / <br />910.8 <br />V } 91/ 3 x909.3 \ 910.4 F 910.3 o I / / <br />0 <br />a / \� e } , 1909.9. I r <br />Z 3: / v� U' Q 910.0 _--� I <br />FLU / ��� i 1 I I K911.0 UQ / <br />1 I - 9 x 909�, \-/ F WLu <br />x 1 6LL _0 p9 x909.4 ��� AB10 �G/ 4 � I I J I � <br />/ 909.9 x / --0.6 908.9 I x909.1 a 909.6 \ 909.4 \\-_____MNANTS OF OLD GRAVEL AREA. <br />1 \ - I x 909.2 <br />1 \\ e9= ti NOW OVERGROWN WITH GRASS. <br />_k\--- _� �� _ 909.0 5 I 909.3 909.5909.3 E.o x 909.2 \\ 0/ _ <br />V 3500 / x 9)9.4 T-/ <br />' GAS GAS GAS x F E 909.39. <br />/ <br />"� MAPLE30 GqS-GqS GAS GA GAS -- EDGE C <br />GAS GAS / LANDSCAPING <br />909.7OF <br />!C E TEL EL ~-_ _ <br />E E TEL TEL TEL <br />-GAS GAS--GAS--GAS E 909.6 E E E E\I`E E E E I I .909--- <br />%909.3 TEL TEL 7�L��TEL 909.25 909.08 909.05 - - - 909.14 // <br />CB L _ CBL C Li x - TC TC TC 9p9 � EBIT-TC <br />v I\ X <br />909.32 9009.47 909.37 909.66 909.60 909.46 909.18 909.18 <br />TC TC TC TC TC TC <br />1 I♦ 1 `� 1 A L 1 <br />I\1 / <br />- � _ <br />> 909.46 <br />MHSAN / <br />909.3 <br />Y <br />^ 909.01 / O$ i <br />TC ,.OJ <br />I / / <br />I / / <br />W(j v o <br />Z o N <br />�LO <br />L0 0o z > z <br />OW �C,Y <br />JZ <br />t� ��0 oX <br />a.W mcA� 0-, <br />© zz <br />ZZ <br />Z Lu <br />¢w <br />Z <br />D_ (D <br />� w <br />`n Cd <br />m � m N <br />zNZ� <br />N=2LooOQ <br />U 0 <br />O <br />O <br />0- <br />U) <br />U) <br />w <br />w <br />Uj <br />17 <br />0 <br />o <br />>, <br />E o <br />3 <br />E <br />O 03 <br />M <br />0 <br />Q 6 <br />Z <br />(�0 03 <br />.0 <br />Z <br />J <br />w <br />0) <br />Cn <br />m <br />Y <br />c <br />C: <br />Q <br />(D <br />J <br />a3 <br />(6 V 'a))W <br />Q <br />N <br />- <br />L N <br />-o <br />N <br />a�'i g <br />OL <br />a) E O <br />O <br />> -0� <br />C <br />0 <br />O V <br />z <br />a <br />J <br />a. <br />V <br />W <br />W <br />z <br />z <br />a <br />0 <br />Z <br />W <br />W <br />a <br />wY <br />�11 <br />V <br />a <br />N <br />L <br />J <br />Z <br />� <br />O <br />Z_ <br />a <br />O <br />LL <br />0 <br />J <br />13 <br />W <br />W <br />I.L <br />a <br />a <br />a <br />CD <br />0. <br />W <br />wN <br />LPL <br />a <br />2 <br />a <br />SHEET <br />C1.1 <br />S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG <br />Tuesday, October 15, 2024 5:23:38 PM <br />24-2164 <br />