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! <br /> ' LEGEND EROSION AND SEDIMENT CONTROL NOTES: 5 :____11 1 — J ~-`' 0 20 40 <br /> - ---PROPERTY LINE 1. REFER TO COVER SHEET FOR GENERAL NOTES. I Feet z <br /> —R7=—RIGHT OF WAY 2. REFER TO DRAWING NO.3 FOR EROSION PROTECTION OF STORMWATER MANAGEMENT SYSTEM. Y, p <br /> GAS LINE 3. CONFIRM PERIMETER AND OTHER SEDIMENT CONTROL ITEMS PRIOR TO CONSTRUCTION.NOTIFY > I ~ \ <br /> —---a—UNDERGROUND ELECTRIC ENGINEER OF ANY EROSION CONTROL MEASURES REQUIRED TO BE INSTALLED OR EXISTING <br /> -----OVERHEAD ELECTRIC MEASURES REQUIRING REPLACEMENT. I <br /> 4. INSTALL TRM AS SHOWN ON DRAWING NO. SEED AREA WITH DELUXE 50 TURF MIX PRIOR TO `` -. I fI y <br /> -.-'-UNDERGROUND TELECOM �,, <br /> INSTALLATION. ••-s--�-� I 1 <br /> -»-»-EXISTING STORMSEWER 5. NO LANDSCAPING OR PLANTINGS ARE REQUIRED IN THIS CONTRACT. ( I ti 1 <br /> EXISTING 6"DRAINTILE(APPROX) 6. DISTURBED AREAS WILL BE REVEGETATED WITH SOD,BY OTHERS. <br /> -I -I -WATERMAIN 7. PROTECT TEMPORARY STOCKPILES WITH PERIMETER BIOLOGS,AND COVER IF THEY WILL REMAIN II <br /> >-E-SANITARY SEWER UNDISTURBED FOR MORE THAN 14 DAYS. I I r----- <br /> - _ -. , I I <br /> -EASEMENT TJ L, -� II <br /> - EXISTING MAJOR CONTOUR J 1/" <br /> - ---\ \ I I I w <br /> EXISTING MINOR CONTOUR A `-- fy.— —SILT FENCE { <br /> - -4.-BIO LOG I I \ \ { i <br /> . - o <br /> DRAINAGE ARROW L • , <br /> DI HYDRANT GATE VALVE <br /> ( \ ( I _ <br /> WATER BOX , <br /> NOTE UTILITY SHOWN BASED ON APPROXIMATE LOCATION <br /> FROM LANDOWNER,CONTRACTOR'S RESPONSIBILITY COZ 4 ... yI—I`... II <br /> LOCATE UTILITIES PRIOR TO CONSTRUCTION. / 1 <br /> m / i11 I <br /> r' <br /> 1 <br /> II / � ! 1I 1 <br /> a� I1 � 2 ;, I 1 <br /> /' <br /> NOTE: A PORTION OF THE ADJOINING 14 <br /> • <br /> HOUSE LOCATION TAKEN FROM A SURVEY � I `L <br /> BY CARDARELLE DATED 3-18-18. I I /' <br /> I • <br /> L TER <br /> ? FES INV.ELEV. <br /> if <br /> ibi <br /> t1 i 1 y !�I m FOR INSULATION it / Il r + DRAINAGE&UTILITY •\ CC Ot C M a <br /> f 44 LF 6"ADS SINGLE « ///f -{" � EASEMENTS p ID 3 <br /> / 1� 1 ! �' WALL DRAINAGE PIPE ,....-'4--.-Y.. <br /> /s �' -.-I C-3 <br /> I REMOVE EXISTING •' Ai% I -j-- /.... - r 101. <br /> f <br /> 12"HDPE CULVERT R/v �y' / .�1-^� M _ <br /> \ /4 = fl+b VTC- =� ! to— _ 1 Alr.. TNH:(949.73) <br /> \ %%4.... <br /> J -"1 >�� SE&Re 1 _ ....,,,AS <br /> CONTRACTOR TO VERIFY <br /> 1 INSTALL AT E%IT _ LOCATION OF WATER lininninniMMI <br /> - BPRRIER _ FORCEMAIN PRIOR TO <br /> ""-• \` -_ __�,_S s'. ' FROM BED ' INSTALLING STORMTECH I I ) <br /> f!' - -� SYSTEM.ADDRESS ANY <br /> \� "`.<,_. KIK --aw"-'1 U�--WWI R I '��.�. \ CONFLICTS IN ADVANCE. w W O <br /> / <br /> H' -_. 111 �I� I UTILITY EFISEMENT w ¢ i7i w <br /> 7NH=(946.91) _ - y `_ 1 I PER DOC.NO.1024262 a o¢ u m a <br /> 11II 6, <br /> /11111111 <br /> Y <br /> �- LIMITS OF BED <br /> t 4"SINGLE O 6 Au <br /> r 18, <br /> " ���- .— I // LAYER IN BASEF18' 12 SAND 794 X22' MEETING ASTM fM�707 NO OPE TO TILE. <br /> L PIPE WITH SOCK <br /> ... r 3' BED.BOTTOM OF BED/SANG TILE ARE INSTALLED ON TOP OF <br /> GEOLAYER 938.D'MSL. ! TILE ARE IN AT INSTALLED <br /> N 8.0 <br /> TO O <br /> / 10'MINIMUM CLEARANCE <br /> pi <br /> BETWEEN STORMTKH BEDi } WFIVE 6 DRAIN TILE LINES 1V /IN SINGLE TRENCH,END ;y ' 8 SANITARY SERVICE j/11 (�• <br /> 4141 '' ` `' 'N. 0 CC <br /> IC I ^POINT ISAPPROX(M4TE /,j { i CC Iw <br /> { 1 <br /> Y f / %• ,, <br /> s <br /> Tmiiiiiiiismii- <br /> "///J/\/ i <br /> v / <br /> `, PROPOSED DRAINAGE _ E X I s J/I jF�(VI G / / <br /> c AREA=35,230 FTT I <br /> R HOUSE // // L O T 2 Q <br /> /i 40/. <br /> LL 6 <br /> cK <br /> Z <br /> /f PROPOSED �! C� Z <br /> %/' DRIVEWAY j / Q 8 <br /> o <br /> o y I / / 14 z <br /> W . m <br /> w a <br /> DRAINAGE&UTILITY EASEMENTS / Z 0 W <br /> -o <br /> �� / aa_ a 1-„,ski$ \ Ad. EXISTING / / / o a <br />