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<br /> ` - .� , \ 4. . ° Graphic Scale: l"=20'
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<br /> . a W EXISTING WATER LINE
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<br /> ST EXISTING STORM SEWER
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<br /> Revisions: Date:
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<br /> I + i I i I `rC f E SIS • 0 EXISTING INLET 1 REVISED PER CITY COMMENTS 3/31/06
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<br /> 5491 EXISTING CONTOUR 2
<br /> EXISTING POND #2 ► ! 1 ► 1 /{, 1 5491 PROPOSED CONTOUR 3 TOP OF POND = 5483± } * �' + I "�,BOTTOM OF POND = 5473.5± ! ' ' I I
<br /> ' ' ; d X 5491.1 PROPOSED SPOT ELEVATION 4a , 1 ' 11I I
<br /> INV =5477.70± 1 1 5
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<br /> PROPOSED INLET PROTECTION
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<br /> ' i fiP SIGN ' !�mat PROPOSED STONE CHECK DAM 6
<br /> EXISTING 52'-30" PVC i #._ ._.... i ' ST' + �-
<br /> @ 0.5% �' , I + /-->.''''-'''''''
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<br /> EX. INLET
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<br /> TG = 54::,17'± I o : dCo 111
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<br /> INV IN = 5478. 18± 1. + • - >n ; GRADING/EROSION CONTROL NOTES. .°
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<br /> INV OUT= 5477.%± \ i i : i
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<br /> ' C ACGUS 1:4 GN
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<br /> �,, 1. ALL DISTURBED AND CONSTRUCTED SLOPE AREAS TO BE SODED WITH TURF
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<br /> r / TO MATCH EXISITNG, IMMEDIATELY AFTER CONSTRUCTION HAS BEEN COMPLETED. �E \; x I
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<br /> SE VICE GAS 1 t� a �/ N `'/ / o) /6 \ Ns'
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<br /> 1 1 \ ` EXISTING GAS 11 f ��- 2. THE STOCKPILED TOPSOIL SHALL BE SPREAD TOA 4"THICKNESS TO BRING THE t1;42
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<br /> 3 + SERVICE EASEMENT •
<br /> SITE TO FINISHED GRADE ELEVATIONS IN ALL AREAS TO BE SODED t o:4.
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<br /> : 1 / \ 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VER/EYING RIM ELEVATIONS IN A,r�'••..®.®
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<br /> 1 -- 1es, � itoRELATION TO PROPOSED GRADE PRIOR TO INSTALLATION 2 �1
<br /> ' 1 ' ,' ,' -' `- `" ; ' "° m� -' � 4. ALL CURB INLETS, FIELD INLETS END SECTIONS AND OTHER SIMILAR DRAINAGE Seal Seal
<br /> / ----_ `. " """"' .5 . ` ' INLET STRUCTURES SHALL BE PROTECTED FROM SILTATION BY STAKED BALES PROJECT MANAGER DATE
<br /> EXISTING 370 21 PVC - , ;,, � \ \ 1 ,� ..,m�a
<br /> @ 0.6% _ Is' S ' °--1 "- " AND FILTER FABRIC OR OTHER TOWN ENGINEER APPROVED EROSION CONTROL
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<br /> 1 i , ' -- -'`\ �� �`\ � `s//p� S484 - « ,\ ,,, . . \\ i PR POSED STONE MEASURES.
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<br /> I 1 11-1 -" -_ -�\ ��\``, �\ l� --\- -- -- - -- �' \\ I C CK DAM PR / RCHITECT E
<br /> II - _ - r^ OJEC E GI A DAT
<br /> fi 1 ' 1, II ' _- ` 8C� . --__ `-,-_ 1 \1` ' + ( E DETAIL)(TYP.)/ W � 5. ALL SITE WORK SHALL CONFORM TO THE CLEARING,STRIPPING AND EROSION
<br /> 0 ir 1 1 $ i 1_1_ 11 I . ,, -- - - - ��, + ' CONTROL SPECIFICATIONS OF THE CITY OF LOUISVILLE. S��g�bL
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<br /> : I I , I 1 I I 1 `. ``111 ��� --- --__ --_ ------_-_- I 1 I , + DESIGNER DATE
<br /> 1 'I 1 1 I I 1 - - - --__, ___- - , r , , , I if OPOSED INLETi 1--------.___ 1 6. THE CONTRACTOR SHALL NOTIFY THE TOWN OF THEIR TIME SCHEDULE IN PROJECT
<br /> i 1 1 i ' 1 1 1 1 4 6 = _;__ _ `- _"-------- - i I + ' ' + ' ROTECTION REGARD TO CLEARING, STRIPPING AND EROSION CONTROL TO PROVIDE FOR j�� -1 �y
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<br /> VIIIIII‘ , , I I , , 1 , - - _ __ ___, ___ ! I + I + , I SEE DETAIL) �, I PROPER CITY INSPECTION. I '
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<br /> 1 1 1 i I I 1 1 -_-_- --_ __ _ I 1 + i I
<br /> ICright © 2006
<br /> , 1 1 ' I I 1 1 -_ , , 7. MASSGRADESITEASFOLLOWS:I - _ - L , 1/111111/11
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<br /> ---•-•� I 1 I ' 1 �4 - ;t � � ' + i ' i I ' "` �. A. STRIP AND STOCKPILE TOPSOIL FROM PAVEMENT AND CUT AREAS.
<br /> -• ' 1 ' 11 i ' ' ' ' ,'/ ---_- fj4/�.��� - - ••, I �.. 1 ! r�I ' 1 1 I , Drawing Alteration
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<br /> III', I , 1 I 1 1 -- �•• , , + 1 + I I 14 STOCKPILE LOCATIONS AS SHOWN ON THE PLANS ORAS DIRECTED BY licensed Architect,Professional Engineer,Landscape Architect, c Lana
<br /> iiii __-- __ "' , , , I It is a violation of law for any person,unless acting under the direction of
<br /> �. I 1 ----' ' _-- ; 4•�-- - -- I i i s ��" OWNER S REPRESENTATIVE, ALL STOCKPILES SHALL BE COVERED WITH
<br /> '^ M. �.�_ I I I 1 -' - - _ \ , , 1 + 1 , I , F Surveyor to alter any item on this document in any way.
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<br /> I_I _=/ %%; i% -_= - --- \ I ' + ' III rI I /I + ` + An licensee who alters this document is re Y fired law Y affix his or
<br /> " " ,,. I - - - ga- , I ` TA 0 MINIMIZE THE POTENTIAL SEDIMENT RUNOFF. y q w
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<br /> I I her seal and to add the notation'Altered B followed b his or her
<br /> .•••., Ytl `a" ' ""r y4a-�. 1 1 I :: ' I - -- - _- - - I I ' s �"""`d - { signature and the specific description of the alteration or revision. i
<br /> I \ \ \ _ _ - -'-,' - - I 1 '• •+ I ' ' 1 ' --.�-. I -�§ ���-q B. CONSTRUCT TEMPORARY DIVERSION SWALES WHERE NECESSARY TO
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<br /> -_________-- ,-' ;4 ` ___ ' ! ' ' r I ' i / INSURE THAT THE AREAS THAT ARE PROPOSED FOR PAVEMENT WILL DO NOT SCALE PLANS
<br /> � \ ' - - 54 - - -- - v I I I I ' + REMAIN STABLE DURING CONSTRUCTION. Copying,Printing,Software and other processes required to produce
<br /> ' -- -- ,-' , + + + these pants can stretch or shrink the actual a r or layout. Therefore, C 1
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<br /> ' -\ . - I + r + � # scaling f this drawin may be inaccurate. Co tact APD Engineering 0
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<br /> t _ -'' C` \- ` I I ! ! �'' / C. STONE CHECK DAMS SHOULD BE USED TO COLLECT SEDIMENT WITH wrth any need for additional dimensions or clarifications. D omi
<br /> �� T MAIN `_--' �� �� !-, + I 1,,,______ EXISTING AND PROPOSED DIVERSION SWALES. P 7i c
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<br /> . •' a ,- -------___- ' i ' i �" ��"� T_......____._..„...,,r,___._.__, �""` A A-'• .�...�__i 8. DISTURBED AREAS SHALL BE AS SMALL AS PRACTICAL,AND SHALL BE {`�
<br /> ' - -1'4°F -J 1 �I ! m.iriffiriorixe �•,- RESTORED, IMPROVED OR TEMPORARILY STABILIZED AS SOON AS POSSIBLE. „pi!�i
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<br /> + } _, -- -______ 1 ,..,,.._,g 9. CONTRACTOR SHALL TAKE THE NECESSARY MEASURES, INCLUDING , _
<br /> � ariorimiour
<br /> 5480 - a a - -�.�� WATER SPRINKLING TO PROVIDE DUST CONTROL DURING CONSTRUCTION. Ililu v
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<br /> -M .,.m .CITY EXIST/ AND " ,'"" 445 Winton Place-Suite 20$
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<br /> _.. °-• """ Rochester NY 14623
<br /> - --. 4 GAS LINES TO BE PROTECTED .1r----- -- '
<br /> .� „V6w �a-� � , -� -..� If 585.273.0273
<br /> w , ��.� , DURING CONSTRUCTION . tis_ _-_- / 585.273.0276.fax
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<br /> w�. .. TOP = 5480.10'± Lowe's Drive Aisle
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<br /> �. -� ,..'�`m"..,. .•� b,.... �" .� INV OUT = 5474,50± -.,-, �...v...� �`..'"_'...•w ,.,"'��.
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<br /> Project Name & Location:
<br /> REFERENCE: Stormwater Management
<br /> 1. EXISTING PUD DEVELOPMENT PLAN PREPARED BY LANCE, MUELLER&ASSOCIATES,
<br /> INCLUDING"SITE PLAN" LAST REVISED ON 06/11/96. Facility Grading Plan � ., � r
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<br /> 2. EXISTING PUD DEVELOPMENT PLANS PREPARED BY DHM, INCLUDING"LANDSCAPE PLANS" DrawingName: o O ,-
<br /> L1 AND L2, LAST REVISED ON 05/10/96. RI
<br /> Project No. 9,<3c•
<br /> 3. EXISTING PUD DEVELOPMENT PLANS PREPARED BY BUCHER,WILLIS&RATLIFF, INCLUDINGDate: 1/11/06
<br /> "MASTER UTILITY PLAN", LAST REVISED ON 05/13/96, AND"FINAL GRADING PLAN", 05-0259 . m
<br /> LAST REVISED ON 05/13/96. a) eD
<br /> Type: CA
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<br /> 4. PHOTOGRAPHS PROVIDED BY LOWE'S COMPANIES INC.,TAKEN ON VARIOUS DATES I
<br /> AND RECEIVED VIA MAIL ON 8/18/05. Drawn By_ BWM C 2.1 1 ,
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<br /> 5. SITE VISIT AND SITE PHOTOGRAPHS COMPLETED BY APD ENGINEERING ON 3/09/06. Scale: 1".20' Drawing No.
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