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<br /> / -5489 I r PROPOSED INLET
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<br /> �P ;r ' --- .- - - ST - - - EXISTING STORM SEWER# �' APPRGXIMATE LOCATION OF -' -� Revisions: Date:
<br /> Z (") ' f + EXISTING 103'-21' PVC " "� _ I ❑ EXISTING INLET 1 REVISED PER CITY COMMENTS 1/11/06/Z CI:* 3 / / tf / ` - - - REVI ED PER CITY COMMENTS 2/24/06I I I -5490 EXISTING CONTOUR 2 S# �\ I jJ{ �g 5491 PROPOSED CONTOUR $ REVISED PER CITY COMMENTS 3/31/06$Ia )��. PROPOSEDYARDINLETMANHOLE4 REVISED PER CITY COMMENTS 4/21/os
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<br /> ,-� ,/ � pr 's � � �>�� �#�� �::: .,� UTILITY NOTES: � mo# s. .. / I -:; :�� ea 1. ALL EXISTING BUILDING, SITE, GRADING AND UTILITY INFORMATION SHOWN ON THIS o c
<br /> 1 Lu
<br /> 4 -� d1.'/ : '` �' ' PLAN IS REPRESENTED BASED ON USE OF THE LISTED REFERENCES. .�0
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<br /> ' '' �� r' 2. NO IMPROVEMENTS TO THE EXISTING SANITARY, GAS, ELECTRIC,AND TELEPHONE „ .� ,a, ''▪ --0 zi i \'')/1/: 1 1 • + �� x SERVICES ARE ANTICIPATED FOR THIS EXPANSION PROJECT. UTILITY IMPROVEMENTS oEFGif 9 ,* APPRGXIMATE LOCATION F J ,. INCLUDE THE ADDITION OF TWO INLET MANHOLES OVER THE EXISTING STORM �®'@�' �►. ` vf 11 1f* �f EXISTNG 339 21 PVC ��. . `� �~��� m@ 0.6% r I �g�� SEWER SYSTEM AND THE REMOVAL/RELOCATION OF EXISTING IRRIGATION LINES OR / '° ��/ 0 11 : PROVISION OF NEW IRRIGATION LINES TO MAINTAIN ADEQUATE COVERAGE. _,,c
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<br /> : 3. EXISTING UTILITIES AND GRADES SHOWN ARE APPROXIMATE. CONTRACTOR IS ®•� n
<br /> •
<br /> 9:::f 1 ,t d I A ' f 9L i --, a1# /71/ ' a" 1fra:
<br /> f 1 RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITY LOCATIONS AND PERTINENTs! -I FINISHED GRADE ELEVATIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE Seal :::;74 Seal
<br /> / // t '..,e -----_-...,--,--/ i i, ' j m� i OWNER OR OWNER'S REPRESENTATIVE'S ATTENTION WITHIN SUFFICIENT TIME TO PROJECT MANAGER DATE
<br /> I I 7 , ALLOW FOR REDESIGN.
<br /> '/ I I.1 ! � p EXISTI G 's? l } 4. ALL WORK ASSOCIATED WITH THE MODIFICATIONS TO SAID UTILITIES SHALL BE DONE PROJECT ENGINEER/ARCHITECT DATE
<br /> ? . `` i 1 I IN ACCORDANCE WITH ALL LOCAL GOVERNING AUTHORITIES AND/OR AGENCIES'
<br /> t )(D'' '1°3'
<br /> REQUIREMENTS AND SPECIFICATIONS. GENERAL CONTRACTOR SHALL HAVE NO �" s/l9/oL
<br /> / I I LE1WE ' S STORE
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<br /> I. APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS SYSTEM DATE
<br /> / UI DI \ G A EA - 183384+/ SI1 / PRIOR TO INSTALLATION. PROJECT DESIGNER
<br /> APPROXIMATE LOCATION OFa
<br /> a ! EXISTING IRRIGATION LINES - - �� ,�' I % I ICI\06
<br /> / '1 TO REMAIN AND BE PROTECT D G A R D E \ C E \ T E R A R E A - 18 164+/ S F
<br /> / I 71 5. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES PY .g0 •
<br /> J 4--- / Co rl ht C 2006
<br /> r / - -4 DURING CONSTRUCTION (TY .) _ *1,r;tflaq 11vr I DURING CONSTRUCTION, IF SAID UTILITIES BECOME DISTURBED OR DAMAGED, IT APD Engineering
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<br /> •
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<br /> ;r' - 5489 P O ��/�t �� fr� � :61'''''
<br /> IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE SAID UTILITIES AT �: 1Singlu
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<br /> r / 9 >. THE CONTRACTOR'S EXPENSE AND PER THE LOCAL GOVERNING AUTHORITIES'AND/OR Drawing Alteration
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<br /> PIt is a violation of law for any person,unless acting under the direction of
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<br /> AGENCIES REQUIREMENTS AND SPECIFICATIONS. licensed Architect,Professional Engineer,Landscape Architect,or Land
<br /> 11 P Surveyor to alter any item on this document in any way.
<br /> ��1 11'
<br /> ____ I sf , Any licensee who alters this document is required by law to affix his or I;
<br /> 111
<br /> /11 - 4: 1:47"-11\''
<br /> f6. ANY NEW PAVEMENT SECTIONS THAT ARE TO BE REPLACED SHALL MATCH THE her seal and to add the notation"Altered By"followed by his or her '
<br /> low
<br /> ' ' / -�- EXISTING PAVEMENT SECTION AND MATERIAL SPECIFICATIONS. signature and the specific description of the alteration or revision.
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<br /> f / ' //` / ;$. i° / A #flii-
<br /> ° i L07- #5 . _ °� d 1 I DO NOT SCALE PLANS
<br /> / _ r ' if r 7. CONTRACTOR TO PROVIDE AND MAINTAIN ALL EROSION AND SILT CONTROL DEVICES Copying,Printing,Software and other processes required to produce
<br /> F / EXISTING CANOPY ; these nr>tscanstretchorshrinktheactualpaperorlayout. Therefore, Q
<br /> ( / `I / j. -`= ...... w 1 it I AS NECESSARY PER THE LOCAL GOVERNING AUTHORITIES'AND OR AGENCIES' scaling of this drawing may be inaccurate. Contact APD Engineering
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<br /> f f with any need for additional dimensions or clarifications. m o
<br /> 54
<br /> �+ REQUIREMENTS AND SPECIFICATIONS. o
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<br /> ;' / / !77 \ , F 8. APDENGINEERING ISONLY RESPONSIBLE FOR THE PROPOSED SITE IMPROVEMENTS m
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<br /> I /{ \ / HP 5491.1 117
<br /> L RELATED TO THE DRIVE AISLE ADDITION. APD ENGINEERING DID NOT PERFORM THE G)j / I ..J I 'I } ORIGINAL SITE DESIGN OR SURVEY AND ACCEPTS NO RESPONSIBILITY FOR EXISTING Etf' \ I / � I J/ SITE CONDITIONS OR FEATURES THAT WERE DESIGNED AND BUILT PREVIOUS TO THE IIS'1` , / Ft r-----` -- + ' r PREPARATION OF THESE PLANS. Illilil ▪ m- / , /
<br /> I f,sh { 9. CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION OF ANY IRRIGATION LINES PDE eerlKr / I
<br /> ��" # AND SPRINKLER HEADS WITHIN THE LIMITS OF WORK. FOUND IRRIGATION LINES .A ngin ng
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<br /> r 1 3445 Winton Place-Suite 208 Ei / - :01,
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<br /> OR SPRINKLER HEADS SHALL BE RELOCATED/REMOVED OR ADDED TO MAINTAIN 623
<br /> • • ' �x . / Rochester, NY 14
<br /> . i v, r 14 • •• ADEQUATE COVERAGE OF THE LAWN AND LANDSCAPE AREAS.
<br /> r :. {� . '�=�.,,�...-.,�„„� +�!#[ � � �� �:� �� 585.273.0273
<br /> �� f 585.273.0276.faxr ' 1 f= �" ' i " "°;' a'f't• 10.....11_ `- p 10.ALL TRENCHING PIPE LAYING AND BACKFILLING SHALL BE IN ACCORDANCE WITH www.apdcom
<br /> P/ rn /:. . ���� • IIF) m!�- 0� :: FEDERAL OSHA REGULATIONS.
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<br /> �►„ PROPOSED YARD INLET MA OLE , ,_ 11.ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE S •
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<br /> E `'� OVER EXISTING PIPE - i i "� I I , STANDARD SITE SPECIFICATIONS.
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<br /> �iINV= +/-5481.12' / E, - ? '-_ " :1 j ` ' 12.THE LIMIT OF DISTURBANCE SHOULD BE LESS THAN±17,800 SF FOR THIS PROJECT.
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<br /> �; r Ii # ,� iITHIS REQUIRES THE CONTRACTOR TO MAINTAIN ANY AND ALL CONSTRUCTION
<br /> --�, �. Ofill" EXISTING SIAMESE CONNECTIONS, #3t� it I tit F T N I PAVEM T. 1171 Dillon Road
<br /> d �.� �.� S AGING 0 THE EX STING EN._. • MANHOLE, IRRIGA ION VALVES) { � . / d t / I 1 I?r f F AD APPURTENA ES TOREMAIN { f p I 1 µ ` ¢ 13.ALL EXISTING WALL MOUNTED FIRE DEPARTMENT CONNECTIONS ARE TO REMAIN City of Louisville
<br /> • / ANDBEPROTECTDDURING4' , i � Boulder Coun , CO
<br /> / '�' �- ONSTRUCTION. �w� _�- u� �; :/ / i AND BE PROTECTED DURING CONSTRUCTION.
<br /> _II
<br /> '" "- �. APPROXIMATE LOCATIONO -- -- t , - f '..1 ' �-n�� ,. f li # Project Name & Location:
<br /> `� �" �: EXISING 118'-21" PVC4tD l ;////
<br /> �� �.� / '�.� / � @ o.6% �� � �/ #' / � r'`- REFERENCE:� � �1 1 L , � � ct-----\,l4� � � Grading, Erosion and' ivupyi / } °� 1. EXISTING PUD DEVELOPMENT PLAN PREPARED BY LANCE MUELLER&ASSOCIATES
<br /> f °,1 c Orr ` _ f` .�z yl ' ' r INCLUDING"SITE PLAN" LAST REVISED ON 06/11/96.
<br /> Sediment Control Plan o
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<br /> - .-.- - ,' , " " �' e�.. / ' ` 2. EXISTING PUD DEVELOPMENT PLANS PREPARED BY DHM, INCLUDING "LANDSCAPE PLANS" o o
<br /> _ DrawingName: z D
<br /> _�- i k., / "` L1 AND L2, LAST REVISED ON 05/10/96. 9 ►-s
<br /> I EX. MANHOLE - APPROXIMATE LOCATION OF / { rlf j' Project No. C
<br /> I \ !� - - / it TR - 5491 .02'- EXISTING 3701-21' PVC I / .
<br /> I I i 3. EXISTING PUD DEVELOPMENT PLANS PREPARED BY BUCHER,WILLIS&RATLIFF, INCLUDING Date: 12/14/05 wi,.- :19., P
<br /> N, INV = 5480.42±
<br /> 4,3:
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<br /> I / _. ��` - SNV = 5480.22 I{, MASTER UTILITY PLAN", LAST REVISED ON 05/13/96, AND FINAL GRADING PLAN", 05 0259
<br /> _ `--___. , ' Type:
<br /> LAST REVISED ON 05/13/96. T
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<br /> f }s ed - _ - I j I 1, , t i \ 4. PHOTOGRAPHS PROVIDED BY LOWE'S COMPANIES INC.,TAKEN ON VARIOUS DATES
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<br /> , -� - _ 3AND RECEIVED VIA MAIL ON 1 Q5, Drawn BWM
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<br /> 'Y b- �" 1 5. SITE VISIT AND SITE PHOTOGRAPHS COMPLETED BY APD ENGINEERING ON 3/09/06.
<br /> �� / � 'fs - T - / -- - - - ' ---- .. s Scale: 1"=301
<br /> Drawing No.
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