Loading...
HomeMy WebLinkAboutSDP200500125 Letter of Revision Letter of Revision 2 2014-07-14 eafill OF A lll' IIII� C711KM COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Eric Wooley 22 E. High Street Charlottesville, VA 22902 July 14, 2014 RE: SDP 2005-125- Kenridge- Letter of Revision#2 Mr. Wooley: This letter is to approve the letter of revision: 1. Adjus:ing the storm drainage piping system based on in-field site conditions. as shown and iescribed in the revised plan dated May 28, 2014 and letter of explanation dated June 18, 2014.No other changes that may show on the plan are approved with this letter of revision. This approval is viewed as your second Letter of Revision for the above- mentioned final site plan, entitled SDP2005-125 Kenridge Final Site Plan. Please note that a total of three (3) Letters of Revisions are allowed before all changes to the site plan are required to be submitted in the form of a new site plan amendment. If you have any questions please feel free to contact me. Sincerely, Megan Yaniglos Senior Planner IrAll WOOLLEI ENGI\EERI\G Transmittal via Hand-delivery Date: June 18, 2014 To: Megan Yaniglos, Senior Planner County of Albemarle, Virginia Regarding: Kenridge: Letter of Revision to Site Plan SDP 2005-125 Attachments: (4) full-size review set of plan documents Megan, Attached to this memo, you will find an LOR to the Kenridge Site Plan for the purpose of adjusting the storm drainage piping system based on in-field site conditions. Prior to previously submitted LOR in October 2013, all surface storm drainage for Kenridge subdivision lots 62-65 flowed to the storm drains located in the yards fronting Colridge Drive. This LOR returns the storm drainage back to this original piping system. The last letter of revision submitted in October of 2013 included the addition of a retaining wall design, which necessitated the introduction of yard drains and stormwater drainage traveling across the rear of the houses through new yard drains, (#321 to #320) which, would then tie into existing storm sewer structure#34. After encountering subsurface rock on lot 65 between yard drain#320 and existing storm sewer #34, the plan was revised to re-route the stormwater back to the front of the lots through the addition of yard drains #320B and#27B. Stormwater collected and originating at junction box #320B travels in a southward direction for 85 feet, along the property line for lots 64 and 65, through a 12" RCP pipe at a slope of 1.19%to Junction box#27B, which is a doghouse tie-in to the existing storm pipe that runs from storm drain#28 to #29. This letter of revision does not require any changes to storm watershed drainage areas and does not alter the existing downstream pipe capacity. If you should have any questions during your review, please do not hesitate to ask! Sincerely, .' ,A ) Eric Woolley, PE .................c WOOLLEY ENGINEERING 220 East High Street (434) 973-0045 Charlottesville,Virginia 22902 Application for 8wo?,, Letter of Revision �%gC,{4AP 121 Letter of Revision=$100 Final Site Plan Name and Number: V-44?-%V / jP 2DS — I ZS • Contact Person(Who should we call/write concerning this project?): Ili WOO LL.€1 �r� Address 220 E• 4-tc.►-1' City l `vii-t` State VA Zip 22932_. Daytime C— Phone/)r 9 73 'O 1 'Fax#( ) E-mail e440011 Gt� 1.1n0 I 1 Pei t-.e+t •C. i Owner of Record F-'C C l D 0 LAX- Address .1 �] P.O•1:3 • 9 City C l that. State V'A Zip 22�5 Daytime Phone( ) Fax#( ) E-mail Applicant(Who is the Contact person representing?): \NOO-L \.( et-41 b E T-1 N E' Address '''"---644Ae AS /�✓P City State Zip Daytime Phone( ) Fax#( ) E-mail SUBMITTAL REOUIREMENTS: [?( The appropriate fee, CAI The site plan number that the change applies to, A request letter describing the proposed changes from the owner or authorized agent, LZ 4 copies of the plan that shows the proposed changes, f V. Changes must be shown on the sheet or sheets from the approved final site plan,or on an 11"X17"copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my Imo e and belief. ZeUe 13 (.1 UNe 24 14 •gnature of Owner,Agent Date - wooLl,ey 434-• 973 • cia4-S Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR# Fee Amount$1. • Date Paid 10)2d11 1By who?WO a'1.e/ L.P3) Receipt# 9 c -O•' Ck# &3 By: �� County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 1/1/2013 Page 1 of 1 ,� �"'� . \" •• ' FIND (2) JUNIPERUS virginia q, [Ht = 5] /r 320 Xtt 3? 0 63>L/ �\ 6� .95 - - _-- s3� ;04 ST RM ST . #3 0 / �F~ "" r EX- STORM STR. #34 6 R F DR INr r `.._. 00 ..� 2 Y R� DRAT 10 /ell TOR STR. #321 I - 4" - �` __- LEADER WITH TOP EL V: �29.5 / CORE NEW INVERT IN y I I �/ / ---- _ AN -OUT TYP -� �- 2�k YAR DR 'IN `" -�- _I ( ) INV. OUT' 6 b.5p EX. TOP: 625. /1 / J /� 632.05 __--- "" % / TOP ELEV: 629.50 � � ----'- 3 / i1 PROPOSED TOP: 623.25 OT/6_--�J 1 INV IN: 619.00 INV IN: 6 6.70 f , - - EX. INV. OUT. 615.00 INVlOU 626.50 \ EMOVErT (Sm /HEMLO EE% STORM STR. #320B 10 24 YARD DRAIN/ LOT 12 � � / ,,% TOP ELEV. 630.50 ,� / VIL III � ` m ,� I INV IN: 625.30 640. 6 w / // \ _ /� IV L I I.1'- P VILLA I INV. OUT: 625.30 l I \ I I� I OPEN SpCE ,-- . I _ LOT 6�� � .----. N 631 04 f o „� 632.14 E 09 j 62 `630.25 I 8.5 -` ' 629 60 ✓ ' j 1 6`30 `__-- s2 7 08 / f STORM STR. #27B I �` # -.:•: - " .- I I 1 24" JUNCTION BOX a- I TOP ELEV: 628.60 INV IN: 624.30 / .0 INV. OUT: 624.24 1 _.--' 628.27 630.00 628,90 - _ --- (3 0 ) -~_�-626 -- 208 `~ 628 (629 Ex. 12"" HDPE @ 2.629 F "Fall 75%62 35 TV 6627.42 2 626. ✓ 62534 624.04 628.66 628.26 627.33 2 625.�- - �r - _y - 23.95 _ l i } NRELOCATE EX. COLRIDGE DRIVE DRIVE ENTRANCE I (224) EX. STORM STR. #28 EX. STORM STR, #29 r-- PROPOSED TOP: 627.50 PROPOSED TOP: 625.50 EX. INVERT: 623.44 EX. INVERT: 621.63 (PRIVATE ROAD) I I I I - i LOT 2 LOT 1 LOT 3 EX. STORM STR. #28 EX. STORM STR. #27 PROPOSED TOP: 628.50 PROPOSED TOP: 627.50 EX. INVERT: 625.29 EX. INVERT: 623.89 6�1 ( 2 7) 26.83 626 75 r I - 325.6,1 5t�QONC. / 325.53 ' WA WboLLEY ENGINEERING Consultuig Civil Eugineeis 220 East High Street Charlottesville • Vigima 22902 p (434) 760 • 5050 1 E (4i34) 295. 7540 www.woolley-eng.com Prepared For: Craig Enterprise 338 Rio Road West Charlottesville, Virginia 22901 LETTER OF REVISION Z � I Q oNz s o >o> Q -►� � W � 00 Q Q U.J co L.1J _j Q ILL 0)01 z .� 0 AJ U GRADING AND SITE PLAN Job Number: 1370 OP 1% C If. WOOLLEY LIC. NO. 3708% o��ssl o NA Date: October 23, 2013 Revision: OQQ GOD Scale: - - - - - - Sheet No.: LOT 5 LOT 6 LOT 4 10 0 10 20' C-3,00 2of5 copyright © 2013 by Woolley Engineering i