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LEGEND <br /> EROSION AND SEDIMENT CONTROL NOTES: $ I I "---"— 0 20 40 <br /> ------- LINE 1. REFER TO COVER SHEET FOR GENERAL NOTES. I --PROPERTY Feet <br /> —n`—RIGHT OF WAY 2. REFER TO DRAWING NO.3 FOR EROSION PROTECTION OF STORMWATER MANAGEMENT SYSTEM. <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 I ~— ► <br /> —.—.—OVERHEAD ELECTRIC MEASURES REQUIRING REPLACEMENT. 4 ( '� I <br /> 4. INSTALL TRM AS SHOWN ON DRAWING NO.03.SEED AREA WITH DELUXE 50 TURF MIX PRIOR TO -► o <br /> -'-�-UNDERGROUND TELECOM �•• ' F, <br /> -»-»-EXISTING STORMSEWER INSTALLATION. F �.._.w_�, I w <br /> 5. NO LANDSCAPING OR PLANTINGS ARE REQUIRED IN THIS CONTRACT. AJ I \. I '' <br /> EXISTING 6"DRAINTILE(APPROX) ~ <br /> 6. DISTURBED AREAS WILL BE REVEGETATED WITH SOD,BY OTHERS. j ` m <br /> -I -I-WATERMAIN 7. PROTECT TEMPORARY STOCKPILES WITH PERIMETER BIOLOGS,AND COVER IF THEY WILL REMAIN I I �� \ I I I <br /> —.—>-SANITARY SEWER UNDISTURBED FOR MORE THAN 14 DAYS. ; I ' • ='�� I <br /> i <br /> EASEMENT TJ »\, I <br /> EXISTING MAJOR CONTOUR 44 �, / -�-r-� 1 I w <br /> EXISTING MINOR CONTOUR f ! I i l 4 1 0 <br /> -.—.-SILT FENCE @7t (/ ` <br /> -.-w-BIO LOG I '-'-1 II \ 1 I ( I z <br /> DRAINAGE ARROW I ` i <br /> I I <br /> DQ HYDRANT GATE VALVE ( I <br /> i \ <br /> -45. WATER BOX I <br /> D ` <br /> ONOTE:UTILITY SHOWN B45E0 ON APPR0RIMATE LOCATION I 4 f 1 <br /> .LANDOWNER,CONTRACTOR'S RESPONSIBILITY TO r!y{ <br /> LOCATE UTILITIES PRIOR TO CONSTRUCTION. 1 II 6 <br /> II <br /> I 6 Ca <br /> I <br /> I I > I <br /> NOTE: A PORTION OF THE ADJOININGI 1 j <br /> 4/ <br /> HOUSE LOCATION TAKEN FROM A SURVEY i I ' <br /> I \ i �� <br /> BY CARDARELLE DATED 3-18-18. <br /> w II <br /> I . <br /> S 11 • I <br /> tat <br /> y� .� - FES INV.EIEV." ^^,,•l <br /> �/ /� 1 -� 937.65 FT MSL .� f' 4. V ^ ,,....... E Jam` i I _. -� f I> CO,C t f In c <br /> \ 01 <br /> I$ -. ir L�FOR INSULATION/ DRAINAGE&UTILITY0.1L4i NGLE W ' /f _4 1 EASEMENTS PIPE %�, .'�/ W <br /> /I. 1 REMOVE EXISTING <br /> i iK i 1 ' w--w a-w- ... A f <br /> 12"HOPE CULVERT - f -^� ' a w - <br /> •4E w-w- <br /> ww TNH=(949.76) <br /> `` / � +' - i w -.l• ."°1::EE—GE 1 _ ...— '-L— CONTRACTOR TO VERIFY <br /> �.. \.. " ~ ` I—' iR Rq1 EXIT -.may".. - i ...-� FORCELOCATIM4IN PRIORON OF TO 411.1.0111 <br /> i ,..,....`"-- <br /> 1 <br /> ._.__..- --,� › %` _'r'"'"c:7:1I <br /> > -.-s FROMBEO • 1t .. INSTALLING STORMTKH I I 1 <br /> - _- .-4 <br /> -- ........... <br /> _ %- _ SYSTEM.ADDRESS ANY <br /> r"�_.--_0.¢ ~��� I �` - CONFLICTS IN ADVANCE. w us <br /> W O <br /> / L O <br /> ` �. .. . iii UTILITY EASEMENT W a m rc <br /> TNH:(946.911 i 1 - -� I PER DOC.NO.1024262 o n o Q 8 U m a <br /> r i <br /> _.�-\ --_ 111...... 404111111., <br /> LIMITS OF BED <br /> . .�'I-_J.I / __ .�� \ r 1$� '18' 4"SINGLE WALL CORRUGATED, <br /> 12"SAND FILTRATION <br /> • ]$' PERFORATED,HOPE PIPE WITH SOCK <br /> '`� / - I , LAYER IN BASE OF 99'%22' MEETING ASTM D6707.NO SLOPE TO TILE. <br /> a—_ L� r BED.BOTTOM OF BED/SAND <br /> i 3' // TILE ARE INSTALLED ON TOP OF <br /> tall • <br /> • ' 'I // LAYER 938.0'MSL. GEOTEXTILE AjIID <br /> !/I <br /> n 410% --' : <br /> It (i > / LST I f � Da <br /> / PROPOSED <br /> r, rj it <br /> /- \ ` / DRIVEWAY I 2 <br /> `11111111\ / ` I wZ z <br /> • <br /> / 1'4 <br /> I . <br /> \„,, PROPOSED DRAINAGE // \ r / / <br /> s \ AREA=15,230 FT7 _ _ .44, ..^ E X I S G // �,i,. <br /> HOUSE //�/ 4 LS 2 I IL <br /> g <br /> II ce <br /> .,..3.- �� <br /> // T LL <br /> ' ./ PROPOSED W <br /> / / <br /> / / . DRIVEWAY If / C� Z o <br /> w w <br /> 3 DRAINAGE&UTIUTY EASEMENTS r A Ir t '/// 2 a <br /> tx <br /> O a <br /> as /._/z EXISTING h ii 1 ! / ) 8 - <br />