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TAX MAP PARCEL REVISIONS
REFERENCES O4600-00-00-019A0 RE� DATE COMMENT BY
♦ BOUNDARY&TOPOGRAPHIC/ALTA SURVEY:
"ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS,INC."
PREPARED BY:ROUDABUSH GALE
PROJECTNUMBER:V152000 LOCATION OF SITE
DATED:OCTOBER 18,2016
(LAST FIELD VERIFIED JANUARY 19,2019)
. �°°E °F °E�E�°PMENT: ROUTE 29 (SEMINOLE TRAIL ROAD) AND
PREPARED BY:COLLINS ENGINEERING
ZMA201500007
DATED:JUNE 15,2015
(REVISED OCTOBER 13,2016) S TAT E R O U T E 64 3 (P O L O G R O U N D S R OA D)
(APPROVED NOVEMBER 9,2016)
♦ SPECIAL USE PERMIT:
SP201500025 R I VA N N A M A G I S T E R I A L D I S T R I C T
♦ ROUTE 29 IMPROVEMENT PLANS:
"PLAN AND PROFILE OF PROPOSED STATE HIGHWAY"
PREPARED BY VIRGINIA DEPARTMENT OF TRANSPORTATION A L B E M A R L E C O U N TY, V I R G I N I A
PROJECT NUMBER:0029-002-135
DATED:10/22/2015
♦ VIRGINIA STORMWATER MANAGEMENT REPORT WP0201700027 •
"BROOKHILL STORMWATER MASTER PLAN&OVERLOT GRADING PLAN"
PREPARED BY:BOHLER ENGINEERING
PROJECT NUMBER:V152000 1 �
DATED:03/14/2017
(REVISED 10/25/2017)
(APPROVED 11/07/2017) /
KNOW WHAT'S BELOW
♦ VIRGINIA STORMWATER MANAGEMENT PLAN WP0201700037 ALWAYS CALL 811
"BROOKHILL SECTION 1,BLOCK 4A AND BLOCK 8A,ZMA2017-007 BROOKHILL"
PREPARED BY:BOHLER ENGINEERING
PROJECT NUMBER:V152000 RE
DATED:09/27/2017 , ' aia�oaT ,`��` >iu ' � IYS fBSt. IYs free. IYS th2 18W.
♦ ROAD IMPROVEMENT PLAN N �% �`� \ _ 43 V ���5� � -
:, �__,E� _ � a. �� � ���-i�,w '
"STATE ROUTE 643 POLO GROUNDS ROAD AND BROOKHILL SECTION 1 BLOCK 4A" �.j �'o �{����"�,, � c ur°ER' i s'"z� � NOT APPROVED FOR
CONSTRUCTION
PREPARED BY:BOHLER ENGINEERING C�i 'O� � ���tj�,��, � ,� � ����� � �� - o �� �
PROJECT NUMBER:V152000 i ':-�, _- ,9. ,`y� � , �E., �,� ,p�o . :
DATED:10/26/2017 � g3f�, � , , ��
REVISED:10/30/18 - � - - �� —� .� �.� `� f - --
� `� � PROJECT No.: V182023
APPROVED:11/16/18 �' � I ° " � �� SH E ET I N D EX
� ` � ' �o,, - sos A�°�, h'�2 , '�a� ` ,,;� �sas���� DRAWN BY: CPH
��- 5° \'�°.9i s tI . Id4 � ff ag
♦ VIRGINIA STORMWATER MANAGEMENT PLAN WP0201800013 � � � ' � a��" `°� � � �� 3� 3 � � ��' CHECKED BY: RTY
„ r�� � - s'-�'� �' ° - �� �� � �-_ - SHEET TITLE SHEET NUMBER
ROAD IMPROVEMENT PLAN-PHASE I;STATE ROUTE 643 POLO GROUNDS ROAD AND BROOKHILL '�O�`�� _, _ � ; � li , � �„� � DATE: 1/25/19
SECTION 1" ��. °�'\ I ' "' � � s" `„
�` � x� °� �� � � �`j �4 � � COVER SHEET C-100 SCALE: AS NOTED
PREPARED BY:BOHLER ENGINEERING �`� � - ��"' ���� ��� g �e `
PROJECT NUMBER:V152000 \ , � �°F '� � � I �����.������8 �� Es�s � CAD I.D.: SDO
DATED:12/15/2017 � - ' �
� `� " � � '�� ��� � ���� --�-� GENERAL NOTES C-101 -G102
REVISED:09/27/18 � � � � i�,�°'� � {�, � � ���* ���
;:o� � ��w a ���
� �� � y ,� � sas PROJECT:
aaa � � � ,� � -'� � ��. � gk^ APPROVED PROFFERS C-103-G104
APPROVED:12/21/18 O_ � �� - � � V I RG I N I A
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F� , i�'�"4�
'�" �'+� 4 �' ' � P °` y�' %� �, ,�a APPROVED ZONING MAP AMENDMENT PLAN G105
� ��� STORMWATER
♦ VIRGINIA STORMWATER MANAGEMENT PLAN WP0201800050 — �^ '= ' - 30 '
, ---- — 9� f� -
"BROOKHILLBLOCK3ICERINK" RI��� � * � � J 7;'
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aa � � F� h,o OVERALL BUFFER EXHIBIT C-106 M A N A G E M E N T P L A N
PREPARED BY:BOHLER ENGINEERING y sa @ ,�:* ,�`
: y�.�� � � � ���s,� , � r � G� � FOR
PROJECT NUMBER:V152000 I �% �� s��,��� ��`� �` �
'4� � � �' ° � - � � ^^s �`� ,'� OVERALL KEY SHEET C-107
DATED:04/02/2018 0 - -
REVISED:10/24/2018 o s �.6� � � ���"" � ���e� 8�3�'
'�` ���`'� »��i ��� %*°`�" ����� EROSION&SEDIMENT CONTROL PLAN-PHASE I G200 ������[]����
♦ VIRGINIA STORMWATER MANAGEMENT PLAN WP0201800051 '�����- � �a��'� ° �:l��- JL JL
"BROOKHILL BLOCKS 4AAND 4B APARTMENTS" g�TE :_ ��€������y��F E r 74�_ EROSION&SEDIMENT CONTROL PLAN-PHASE II C-201 �����p �Q�
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PREPARED BY:BOHLER ENGINEERING �°"���` ��'�'
PROJECT NUMBER:V152000 � I �,�° e�'� �g�' `O EROSION&SEDIMENT CONTROL NOTES G202 ������ ���y���j'�
DATED:09/28/2018 �°� � ��� � � � � „� 649 � ��
REVISED:10/19/2018 e �_--..- - ,, � . .._ � �� s�� E�- -- �-�� -
APPROVED:12/21/18 ,� i yr � � .�; - s ,� �, �, - EROSION&SEDIMENT CONTROL DETAILS G203
�� ��� ,� s �. � �����` ���� �� �_9 �� � ��� sa SEDIMENT BASIN DETAILS G204 ��������
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GOVERNI NG AGENCI ES ;,����,I,�� �'���'_��� �a� � $�����sRo�� � ,��' ��� _ STORMWATER COMPLIANCE SHEET C-900-G904 ROUTE 29 SEMINOLE TRAIL RD
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♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT �� 0 — ' x � $ POND 11 DETAILS G905 AND STATE ROUTE 643
401 McINTIRE ROAD ,M., � � �'� 9��'= �$ I ��� POLO GROUNDS ROAD
CHARLOTTESVILLE,VA 22902
TEL: 434 296-5832
CHARLOTTESVILLE
� � L OCAT I ON MAP
FAX:(434)972-4126
ALBEMARLE UNTY, VA
COPYRIGHT ADC THE MAP PEOPLE
♦ ALBEMARLE COUNTY SERVICE AUTHORITY PERMIT USE NO.20602153-5
168 SPOTNAP ROAD
SCALE: 1"=2000'
CHARLOTTESVILLE,VA 22911
TEL: (434)977-4511 ��, B O H L E R
FAX: (434)979-0698
E N G I N E E B I N G
♦ VDOT CHARLOTTESVILLE RESIDENCY ♦ OWNER: ♦APPLICANT:
701 VDOT WAY CROCKETT CORPORATION CA SENIOR LIVING 28 BLACKWELL PARK LANE, SUITE 201
CHARLOTTESVILLE,VA 22911
TEL: (434)293-0011 435 PARK ST. 130 EAST RANDOLPH STREET,SUITE 2100
CHARLOTTESVILLE VA,22901 CHICAGO,IL 60601 WARRENTON,VIRGINIA 20186
(704)578-3161 Phone: (540)349-4500
CONTACT:CHRIS RUSS,PE Fax: (540)349-0321
VA@BohlerEng.com
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PREPARED BY
V R N YA R y
.p Lic. No. 0402056625 �
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SHEET TITLE:
E N G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201 COV E R SH E ET
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321 SHEET NUMBER:
www.BohlerEngineering.com C- 100
CONTACT: RYAN T. YAUGER, P.E.
H:\15\V152000\DRAWWGS\PLAN SETS\SECTION 1\BLOCK 8A-SENIOR LIVING FACILITY-FINAL SITE PLAN\WPO BLOCK 8A-SENIOR LIVWG FACILITY\V182023SDO.DWG PRINTED BY:CHEDGES 128.19 @ 10:59 AM LAST SAVED BY:CHEDGES
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G E N E RA L N OT E S. CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE 2 Z z "' � o � a w
STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE Z U O � LL J LL �
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR pROJECTAND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE CONTROL OVE�R ANY ONSTRUCTION CONTR CITOR OR ITS EMPLOYE SSON CONNECTION WITH THOEIRI WORK OR ANYI HEALTH u a Q 'L � a a ~ � o m
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IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. U` � � � v a� � ap n o
REQUIREMENTS. 14.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTWG CONSTRUCTION OR BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL a/ � U a ������ �g
PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN � w�
1. THE DOCUMENTS LISTED ON THE COVER SHEET ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, NOTE 19 FOR JOB SITE SAFETY. rT, Z zQ � �o
REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ��'� r�
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PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE o
ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED 21.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, w `�
DOCUMENTS REFERENCED. THIS IS CONTRACTOR'S RESPONSIBILITY. DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE W w � Q Q � a a ��
EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE � w w a z v � �7 z ��
2. ALL ACCESSIBLE(A/K/A ADA)PARKING SPACES MUST BE CONSTRUCTED TO MEET,AT A MINIMUM,THE MORE STRINGENT OF EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL Z �U �w m �� �� �w
THE REQUIREMENTS OF THE"AMERICANS WITH DISABILITIES ACT"(ADA)CODE(42 U.S.C. § 12101 et seq.AND 42 U.S.C. §4151 CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD � � �� a� x �z z> �w
et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 � � Q� =w o o w w a o=
AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED z Q� c7� p �� �� ��
CONSTRUCTION. TO SAME. �1� � �Z W o w ¢O o w �a
3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND V � �� � m cn z c� z w
APPROVALS HAVE BEEN OBTAINED THAT SHALL INCLUDE (BUT NOT BE LIMITED TO):THE VSMP PERMIT ISSUED BY THE DCR; 15.ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS 22.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS Z �~ ������� �'
THE STREET CUT PERMIT ISSUED BY CHARLOTTESVILLE PUBLIC WORKS(970-3830);AND TRAFFIC CONTROL PERMITS ISSUED UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S .�,i Q C7� ��
BY THE CITY TRAFFIC ENGINEER (970-3329). NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR PRICE. J 0 w ��,
HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND 16.THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY � � a a � "J N
APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OR FOR THE CONSTRUCTION MEAN, METHODS,TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED 23.ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY w � � � a a'&
OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS APPROVED SUPPLEMENT. �- � w z Q � z } a =<
RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT � cn z � � Y Y w a o�
4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL �w w � z� � � J ��
OF CONSTRUCTION. 24.ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR z � z O o w w w=
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. o � w o } } � Q o w
CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR `/,\ w� a w O w w w = �"
17.THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND �� >m � z m z z z a o w
5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER �� �Q
AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY INCURS. �' �z ������� ��
OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. JOB SITE SAFETY ISSUES,AT ANY TIME. p� �m
25.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS �
6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION 18.ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S)AND DESIGN AND, FURTHER ENGINEER ¢c�i�
DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS
RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES REV I SI ON S
IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD REV DATE COMMENT BY
HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER 26.ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT,OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE.
ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING
7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER 27.ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL
THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER THE COMPLETION OF CONSTRUCTION. IN ADDITION,ALL CONTRACTORS WILL,TO THE FULLEST EXTENT PERMITTED UNDER REGULATIONS, LAWS,ORDINANCES, RULES AND CODES,AND ALL APPLICABLE OSHA REQUIREMENTS.
ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE
THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, 28.CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF
8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER
CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES DAMAGES,TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES,CAUSES OF ACTION, LIABILITIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS'FEES AND DEFENSE COSTS,ARISING OUT OF OR IN OF SAID FAILURE.
WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL
PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN 29.CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION
HEREUNDER. REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL
9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS,ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED
DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY 19.BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS
LOCATIONS. SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT APPROPRIATE.
ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION
10.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES 30.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY
REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL
MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE
AMBIGUITIES WHICH EXIST. WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT STANDARDS OF PRACTICE,AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.
BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER •
11.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY
WASTE)MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE
WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN 1 �
RECEIVED.
12.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING �
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY 20.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING
ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, KNOW WHAT�S BELOW
STRUCTURES AND PROPERTIES. PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ALWAYS CALL 811
13.THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL
CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION BEFORE YOU DIG
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING,
IYs fast. IYs free. IYs the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V182023
DRAWN BY: CPH
CHECKED BY: RTY
DATE: 1/25/19
GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION SCALE: N/A
G E N E RA L G RA D I N G & U T I L I T Y N OT E S REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS CAD I.D.: SDO
PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS 22.WHERE RETAINING WALLS(WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION)ARE IDENTIFIED ON PLANS,
TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS PROJECT:
1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL V I RG I N I A
CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE
SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY �oNSTR��T�oN o���Rs. ST O RM WAT E R
THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH
IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES 23.STORM DRAINAGE PIPE: M A N A G E M E N T P L A N
LOWEST INVERT(POINT OF CONNECTION)AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS(CROSSINGS) INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE
WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, UNLESS INDICATED OTHERWISE,ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP)CLASS III WITH FOR
CONSTRUCTION. ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST
FOR ROADWAY CONSTRUCTION(LATEST EDITION)AND ANY AMENDMENTS OR REVISIONS THERETO. CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS)WITH GASKET FOR SILT ���������
2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED ����� ��
LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. 11.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE OTHERWISE.
WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE,WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE ������ ���p��4�
TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL 24.SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC)SDR 26 OR DIP (P401 LINED) IF UNDER THE ROW OR CITY �i l�
UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND MAINTAINED ROADWAY, EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SDR 26 UNLESS ��������
UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. INDICATED, IN WRITING,OTHERWISE.
WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. FURTHER,CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE.
25.STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR L OCAT I ON OF SI T E
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT 12.THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, MANHOLES STRUCTURE TO CENTER OF STRUCTURE. ROUTE 29 SEMINOLE TRAIL RD
NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR
TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR IS RESPONSIBLE FOR DETERMINING THE"MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE 26.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS AND STATE ROUTE 643
DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. POLO GROUNDS ROAD
CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO
RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR EXCAVATION AND TRENCHING PROCEDURES. 27.SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CHARLOTTESVILLE
DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER ALBEMARLE COUNTY, VA
ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO 13.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE SUITABLE MATERIAL.
COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE
AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION �.�� B O H L E R
14.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE /
4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL N E C E S S A R Y, T O M A T C H P R O P O S E D G R A D E S I N A C C O R D A N C E W I T H A L L A P P L I C A B L E S T A N D A R D S, R E Q U I R E M E N T S, BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH E N G I N E E B I N G
ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RULES,STATUTES, LAWS,ORDINANCES AND CODES. JURISDICTION OVER SAME.
RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING
REMOVED/RELOCATED DURING SITE ACTIVITY. 15.DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST • WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN 28 BLACKWELL PARK LANE, SUITE 201
MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF WARRENTON,VIRGINIA 20186
5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE Phone: (540)349-4500
IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES Fax: (540)349-0321
PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE UNDER A SEWER,ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED.
AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPLETION OF WORK. VA U�BO�'lI@PEi1g.COm
COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND 28.WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE
CODES. 16.WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS,SOME OF WHICH MAY BE BUILT AT A LATER DATE, LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED
THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE �TH 4F
6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. � ��
GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4,AND
MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST 29.CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING � C�
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY V R N YA R y
EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND AND/OR VDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED
EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST 17.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.
COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% .p Lic. No. 0402056625 4i
ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS,AND CURBS; 1.0%ON ALL CONCRETE SURFACES;AND 1.5% MINIMUM 30.WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR � `�.-
INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE O 1/25/19 v
CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER,ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL �� ��
CONNECTING TO THE EXIST NG UTILIOTY SIERVICEo. WHEORE A ICONFL CT S EXISTS BETWEEN HOESE SI EOPLANS AIOND THE SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE SS'O LG�G
� ) WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM NA �'
ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT
MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING,AND PRIOR TO CONSTRUCTION, RESOLVE SAME. INJURIES,ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. BLOCKAGES CAN BE ADDRESSED.
SHEET TITLE:
8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY 18.PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS 31.FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF .075% GUTTER GRADE ALONG CURB FACE. IT IS ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL
REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES G E N E RA L
APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING INSTALLATION OF SAME. BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING.
CONSTRUCTION. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND
19.REFER TO SITE PLAN FOR ADDITIONAL NOTES. ALL OTHER APPLICABLE REQUIREMENTS, RULES,STATUTES, LAWS,ORDINANCES AND CODES. N O T E S
9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED
UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE 20.IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS,THE SITE PLAN 32.LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN
WRITING,OF ANY DISCREPANCIES AND/OR CONFLICTS. 33.CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE
10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER SHEET NUMBER:
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS 21.CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL THE PROPERTY. C 101
RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO
THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK.
H:\15\V152000\DRAWWGS\PLAN SETS\SECTION 1\BLOCK 8A-SENIOR LIVING FACILITY-FINAL SITE PLAN\WPO BLOCK 8A-SENIOR LIVWG FACILITY\V182023SDO.DWG PRINTED BY:CHEDGES 128.19 @ 10:59 AM LAST SAVED BY:CHEDGES
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WITH LIGHT �
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Zoning Information: Neighborhood Model District (ZMA201500007 Approved 11/09/2016) LIGHT CF CUBIC FEET R/W RIGHT OF WAY
REVI SI ONS
� TRAFFIC p� CL CENTERLINE S SLOPE
LIGHT REV DATE COMMENT BY
Site Topography Field Verification Date: 01/19/19 CMP CORRUGATED SAN SANITARY SEWER
� UTILITY Q METAL PIPE
POLE
� TYPICAL � CONN CONNECTION SF SQUARE FEET
Magisterial District: Rivanna District LIGHT
� ACORN � CONC CONCRETE STA STATION
Special Use LIGHT
SP2015000025 (Approved 11/09/2016) CORRUGATED
Permits: � TYPICAL � CPP STM STORM
PLASTIC PIPE
SIGN
PARKING CY CUBIC YARDS TBR TO BE REMOVED
Parcel ID Owner Owner Address TMP DB/PG Area (AC) � couNTs �
DEC DECORATIVE TBRL TO BE RELOCATED
Crockett 435 Park St. �EP DEPRESSED TC TOP OF CURB
04600-00-00-019A0 Corporation Charlottesville VA, 22901 46-19A 4997/724 18.35
— —�70— — CONTOUR � DIP DUCTILE IRON PIPE TELE TELEPHONE
-------------�6I------------ LINE �$
TC 516.4 SPOT C516. TC 516.00 DOM DOMESTIC TPF TREE PROTECTION FENCE
OR 516.4 ELEVATIONS BC 515.55 •
ELEC ELECTRIC TW TOP OF WALL /
�
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=�aN SANITARY $�N ELEV ELEVATION TYP TYPICAL �
n LABEL $�
KNOW WHAT'S BELOW
/� EP EDGE OF PAVEMENT UG UNDERGROUND
STORM X ALWAYS CALL 811
�.,'�.� LABEL #
BEFORE YOU DIG
ES EDGE OF SHOULDER UP UTILITY POLE
SL SANITARY SEWER a IYs fast. IYs free. IYs the law.
LATERAL
EW END WALL W WIDE
�y UNDERGROUND ,N NOT APPROVED FOR
WATER LINE
EX EXISTING W/L WATER LINE CONSTRUCTION
E UNDERGROUND E FLARED END
ELECTRIC LINE FES SECTION W�M WATER METER
PROJECT No.: V182023
� UNDERGROUND G DRAWN BY: CPH
GAS LINE FF FINISHED FLOOR ± PLUS OR MINUS CHECKED BY: RTY
DATE: 1/25/19
�y OVERHEAD a..� FH FIRE HYDRANT ° DEGREE SCALE: N/A
WIRE CAD I.D.: SDO
FG FINISHED GRADE fd DIAMETER
j UNDERGROUND T PROJECT:
TELEPHONE LINE G GRADE # NUMBER
GARAGE FLOOR(AT V I R G I N I A
� UNDERGROUND C GF DOOR) ST O R M W AT E R
CABLE LINE
- STORM GH GRADE HIGHER SIDE M A N A G E M E N T P L A N
SEWER OF WALL
FOR
S SANITARY S GL GRADE LOWER SIDE ���������
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� HYDRANT � GRT GRATE ����� ��
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OSANITARY /�; GV GATE VALVE ��������
MANHOLE 1`._ � HDPE HIGH DENSITY
� POLYETHYLENE PIPE L OCAT I ON OF SI T E
���� MANOHOLE �,OO,% ROUTE 29 SEMINOLE TRAIL RD
WM '-' HP HIGH POINT AND STATE ROUTE 643
� WATER �
METER POLO GROUNDS ROAD
W� HOR HORIZONTAL CHARLOTTESVILLE
� WATER •
VALVE Hw HEADWALL ALBEMARLE COUNTY, VA
� GAS �
VALVE INT INTERSECTION
� GAS � INV INVERT ��, B O H L E R
METER ENGINEEBING
LF LINEAR FOOT
� TYPICAL END � LOC LIMITS OF CLEARING 28 BLACKWELL PARK LANE, SUITE 201
SECTION WARRENTON,VIRGINIA 20186
LIMITS OF
��� HEADWALL OR �oR� LOD DISTURBANCE Phone: (540)349-4500
ENDWALL Fax: (540)349-0321
��� YARD O LOS LINE OF SIGHT VA@BohlerEng.com
�� INLET
�s CURB LP LOW POINT LTH OF
O �
� INLET L/S LANDSCAPE � �C
I
Q CLEAN O MAX MAXIMUM Q 2
ouT C� R N YA R y
O MA HOLE O MIN MINIMUM .� Lic. No. 0402056625 4i
O TELEPHONE O MH MANHOLE �OI� 1/25/19 �v�
MANHOLE MJ MECHANICAL JOINT �SS�ONAL��G`
EB E�B�X�C EB OC ON CENTER
EP ELECTRIC EP PA POINT OF ANALYSIS SHEET TITLE:
PEDESTAL
PC POINT CURVATURE
POINT OF G E N E RA L
PCCR COMPOUND N OT E S
� MONITORING � CURVATURE,CURB
WELL RETURN
� TEST �
PIT �� POINT OF
P� INTERSECTION SHEET NUMBER:
� BENCHMARK � C 102
� BORING �
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{}I'IS�lll[]� I�:'L11�CI5 � Asi�wood C.UnneElir�n for dedicatinn. ❑r iii] a Vf3C)T af[�icial other�vise �on3inns that tl�ey are luca[��i. ['fn-ks an�J t=iL�ic �p,�ce� sltal{ !_� C;17J31`�L'l'S� [��. afid nZaiittsir�ed I��� �1�� L�11'[323� 5 � � � Q�
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L7, I�i[t Mill; Road CO11[1CCI�OIi. �7lli'S[i8111 10 rv�d pj�ns il�7F}ffY4'C� I)V VQ(]T, the dwner s�ial! �. C':�til� F'rnfftr fur Capital Irnprnvemenis Ptaiects. Eie�;inning 7anuaE3� ! af�ach ycar fo!lativing thz approvai nf I!�1t1 2U15�U07, l]ze ainount oT each cash �J, ? �v w w w � Q �� o�
c�nlribuliar� re uieed b PrcafFers 3 and � icoifectively,tiie"Cash Contribt�#ions"ar�d indi�iduall}� "Cash ^ � w� �� C° u.i z z> �w
r PRDFFER �'I',�TEh1.CV`i' ccroscruct a two lane road coni�eotiaii fr�n� Riu Mills Rv�d to th� nc��l}�-cnnstructed, BerkEnaf q Y �� Q� � �
D.�jZ� 4JL'CL�I�L'I� �?. ?��3(. Drivc Ls�cnsion in #he appraxirnate locatian shc�w•�i�» Exhihit D, Rin Mil�s Ruadway Cunnection :1. The Cl�r•ncr shall eontrit�uce cash on a per '�mari;e:-ratc'- dtm•elli�ts! �uut �rt��s in e�ces.� o� iht Cot�tributian")shall be adjustec!artirtually unlil paid,to refleci any ii��rease or decr�ase fpr the proceedii�g � Q w �w o o w w Q �
�� r,ui��hcr of uni[s tl�al are allosved b ri �l under[hr fni�in= i �"� Z� =x m � = x� z�
741�� No.2{}i�-�Or Bronkf�ikl (``Ri�s;Nills Road C�nnec:iiun ). The Ri�Mills Roa�Canneclion sl�ail be sui�s�antia�ly cr7m�le�ccl Y g �, � +:x3sG�:ncz gr�nr z❑ tl�� appraval i�f' calendar year in the Marshall ��nd S�r�iii B�sil�ing Cost fndex Far masonry �❑alls 3n che Mid-A�laz�tic z Q� c�j o � ? �� �
-!'.�.� I�iflp and ParcC9 }Vu�ih�r{s}:{]�bUU-0{>-00-U1R.411,E}46f10.{14-DO-Ul�[113 aud Qd6�0-�tl-p[I-p9�ilU ��rior ta: i) i5suance of the two hundredtii {200t�] Pcrniit fnr a dweltinQ unil{oitier ihan ;�m�slk�- �I>i+ ��I�1 2U15-f]07 for the purposes o1' zeadressing t��e fiscal i�n�acts r�f deveZopment on ihe { M51"}. The 3rynt�al adj��stm�ent shali he made b�i �nul[iplying the proffcred Cash Contributfcans arrrounl r� � �? w o w ¢ o o w �g
Cnuni 5 ublic facilitizs atid ii�frastr�ict��re, i.e., s�ltoal5. ui�lic saTezy. lik�raries, ar}:s and di�c for lhe�recedin e�r b a fraction l�c numeratar of whiclS s�t�-�l� be ihe 1V1S1 �s oFDecernbee i ir3 �he V o �� �� � m u� z� z�
1.I.S 4(8�l a11d Parccl�lomber(;}�Il�h SChaQI 5i(e:U�#bt)[l-pp-(Ip-pY���And U4�Oil-UIM-�U-U18DU tamily dw�llinb, Assist�:d �-iWin�, r�ursing homc, rest ho��1e or ca�i���kescent facililv). qr �i} the �' �' �' P' g Y �' > Z Q� •�����♦ �w
octupancy of ttivent�� �ve t�ousand (�S,O[1D) �quar�e fcet ar n�ore of n�tin-re5icaentia! s�ace tivi#hir� t�anspnrtalinn. �c�r eh� purpvses of li�is I'roff�r 3, da.;nu�titaer uf unils allcrtticcl by right u��dzr rlt� precedin� cal�ndar year, the de��omi�lator at whi�h sEia[I be the MSI as af []ecembcr I ii� the ye�7r Q �� _
ft-1 Res.ide�itja7 xnning�s ��wo hlxndred sixEy-nin� (2by) single-fa��iiEy defacl�ed tiiniEs. r1 •`uiarkei pr�cedin�th�calendar year most rectnliy ended(the"Aiitit�n� Pertenta��C;hdn�e''). 8)� �ay oFexample. � ��� w¢
i-14����er{s7 �f Rec;ord: CIIARI,F:S �t. �-Ir1La�Ii & �L1�A�ETii A\�' ❑G`LESBY [iAL:[�Fi• 131�aek I uf[Iie Prc�jec.i. wliicli evcr�rsi orc��rs, p w ��
rate" unil is anv d4velIin unit in the 1'ro'eet t}iat is not�i[her a lior-Sale AfForda�ie I-Iousrrt LJni� lhr. rirst ann�al �q�jU5#i7t�tli Shal� bG$?,333,�� x ?U17 1�I5113f}fG MSI_ E�ch annual ad'tistment sl�alf be > �� Y �
C'ilAttLFS 1i. HAL!C�I, & E. J. dC;LN�413Y,JR., TRU5TEE5; CR(lCii;ETT C'UR]'[7RA'flC3ti, ;s � ' � b��ed on tf��airtie�i�nt af�he rOffcred Gas}� C.ontribution d�3e f'or thz immediatelV reced n w v � o ° a =>
4'1liC:I;ti2A C�RP�IL'�TI(lN; H[IRItiE 1.A1VD CORPORA'Tli71V, a 471t[sj\'I,A C'[}�tP4k.4�1'll�� 1'Vilh �e r i - ar For -Re3}t Afforda�le [Init as des�rib�d '€r3 Praf'ier 4 (.`R�3arkct [tate I,�13kS"). T�1e casl� F w p �Y'ear hascd an � r � a s�
t fi s Final subdivisifln plat, or fir5l Fi�ial yite ��la�� for any n1 t�ie Prc�p�rty, exCludln� El�e ch� tnr�n�ila caritained �n this ��rofter 5 {tl7e arrkount derivcd from suc�� tormula shall 17e referred tn w z � w } d �
.3�1)C1�.�4F�Oti CC}til'{)�iATI��,�VTRf�1N�.�{'[3RI'OR:�TIOti sul�di�isinr� nf Biock i�, D4i�ne� st�all �ledicaie sufficient ian� tn �eri��it tl�e �anstr«etion U{'the ����«b�tions sl�a[1 Ue 5evert 1lious2nd Three Hundr�d 'l-hiny-lhree and 13+1�t1 Dn]]ar: � � w z Q � z } _ �}
f�7,33�.1R} (or rach sing�e Yainily dctached Mar�Ce� �air �'nii, ❑ihcr ll}aa� cqnstrucfed T'or-Sal� her�inall�r as the "Cash C�sitiErihuticr�� Duz'")_ pravided, hn��•ewer. in n� eaen� sl,all the Cash L:❑„trih�cion � �� z � � � �� a o 0
Rin Miiis Ro-ad Corntiection (i,ycluc�ing ri�*ht of way and �rading casements} as cn�3ecptuaRky an�ount .iid b the dw»cr he fesa than 5even r'Elousat�d `I'hree ]lun�fre�! Tiiirt w w �' z � w w
f?,:lc of`1'roffer 5igrtature- �� �f}]Ci �lY��rdable T3we]Iin� Unit withii� tise Fraject qtialilyiiig as such und�r Proffcr 4. In u#Iter u'orda, A' Y y-tlSree l811D0 13n11�rs Z � z o o w _
� s1Zo«'n oii Exhibit D, {Th� dedication �lat fc�r the Rifl M ills Rflad C�or�nection sha[] nat L�e Ene cas� cnntrii�uticyn for market r.ite single famlly uni#s sliall hcgin aRcr the Sssuance of a CC]t'or �?,333.1 Sper single family detad�ed Ma�•ket Kdte �'nit �and Fit�e Thousand Fnur Hundre� Forty-sewen and }� � w o } } � J o z
t� rovad until all ruad and infrasti•uctur� la�ts are a rave�l and cc�nswcteci or hnn�ed . �wrter ; � �1\ w� a w o w w w = a�
:1r�prnximately 277.5 acres co be rexi,ncd f'r�in R-1 Residen[ial to \1�111 Plei hbarEsau�i hlodel �p � �� , } rl�L 269t�� si�� l., t��ni� dw��lin unis and ri�r fo ti�c issti�noe vl�a C[) far Ihe 270th sir��le faniil 7�]O[] I7nllars �5,�47.57 per sin�le fatnilw arixefled 41ar�:et Ita#e fJr�it ar�d 5evcn �Cl�ousand Fc>ur 1•
[ g • g ' Y � P 1 >m � zmzzza ow
shall bear the eosts assaeiated tivitji prc�aralion aftl�e Rio Mills Koaci Lnnrtiect�c}n dedication piat ;lwcllire unit, The eas� eantribu�ions for each sia le famil a�tached IYlarket Rate Unit shulf bL fl�ndred ;�Tfnetee�� ar�� 91100 llollars $7,414.91 per muiEifamily Marker Rate Unit iinder f'raFFer 3 or ��
Tlistricl} . € g Y .� �Z ♦�����♦ �o
for �-eview rina appro�a� hy Albcma�'l� Coun�y (t}�� "Coi�nty}. 'I'he Ri� Mills Raad G�?nnecti�n ?�ive Thausand Four IIur�dred and ['�nrt}�-scven an[! 571100 Dollars [$5,A47.�'7], nthcr th,�zi ri 'I'��'ei�ty-Four Tfro-usand and']'hree Hundred 5e�•e»ty 1=i��e I3of lars�2A.375.�0 per affordahle d+n�elliag unit �Q �m
sliall b� determined ic+ bc sub�ta�ztially cc�mplered by: i} the Albemarle Cnunty );ngineer, ar ils �canstr�crted F�+r-Sale llffarda[�1e 1-lousii�g Unil or a Far Rent flffnrdahlc Hnusiii�; Llnit wit�ii����1e �i��dcr E'rc�ffer 4(ihe"Uinirnun�CaSh C:[�i7iri�utiprt"}, "�he Arnival Percen�a�e C'hange sha�l be�alc�tEa[�d �� -
C13ARLES R. fIAIJ[.:I-[ & ELI�ABE7'Il A��I CJGLE88!' HAL:UH are the c3w•ncrs nF Tax Ma, desi nee ar ii whei7 it is cnnstructed, ins c��ec# hnd �'D{J"F has acce ted the Rio fVliils eacE� year usin tl�e Casl� Cai�trib�ation D�3c, eti�en [huu ]i it maw 6e less tl�an tiie T��i«irmi�n Casi� Q� �
l'arceJ D4GUU-OU-04-4]SA4; C1�AFilsw;5 R. HAUGII & E. J. {](:i_�SSY, JR_ TRL�S'F'k;�;5 are tlie � � _ P _ p f'rnjec:t qualifyin�as such under F'rof�er�}. The cash contrihu�ic�t�ti for e�s:h inultif'mnily Markct � � J�
owners U!'Tax Map Parcel 0�#6fHt-il{1-44-U]84U; and CR{]C�i1�1"I" CO1l�Ol2.A'I'�{}IV r5 �he owner ot' Cunncctio�� for dedictintiaii, e�r iii] a V�701 ofticial ��therwise contirms tliat fhey are suUstantiafi` Rate L1nit sl�all be 5er•en Thousand H'our iit�i�dred t+firyeteen and 9lilf}4 T?�,Ilars(�7.419.91},otlier C.❑�7i�•�bution, HDWFVEEt. �he a�no�nc pgid �y t�ie C7wner sh�t�! not he less ihan chc 14�1ini3�7um C'�sh
`I'ax Map Parcel DQ6U[I-L}U-f1U-{31400; ai] ot'�lzc owners c�F�ueii ��arcels arc rcFerret� [v l�erein,co[leotively �`����4#�' Tha7n a consiructed Par 5a�c Afforda�lc Hnu�sn�llni! c�a•Far R�nt Afford�b!e�IC1l15lllr Unit �vithin {:onfribution. For e�ch cash contri6i�ti��1 that i& heing �ai�! in increlnenls, t�te Ein�aid increnlentaf
as Eh� "(}�t�3i4�'' �nd the parccls �re ref�rred t�+ herein a� the "Pr+?periy". f�URNF LANI} tl�e Project qualifyiit�as sucli uueEer Pro�lc•r 4, payntents sliall Ue corres�o�ldingly adj�Estecl�aG�i ye�ir. REV I SI ON S
CE}RPQH,�'i'Iill� is thz otivI�er nl' Ta:. Viap Par4cl U4�rD�}-0{3-�i0-018FiD and CI{AFTUn F. Trzr�ait Sta�, Thc d4vner s��all construct a Transit Stop wit.hiii tl�e generdI luc:�tion shn����z as a
ra��v�a►�rivnr is lhe aw�ncr nf�1'at Vf�p P�rCet D=[GU4-�lU-D{I-f}181}U. T'he Property is �he sua1ect oi' prop�sed Trsnsit StOp nn ki�c ElppIicatian Plan (ihe "lrti�is3t 5top"}. The Tr;�15it S[trp sli�ill �e •�. ;�1'f'urcEablc Housin�. (�. Credi[F�r in-Kind Cootribk�tionc. REV DATE COMMENT BY
►I�e reconin a licaiion identilieJ by AlUeit�arie Counh�(�he`�Ca�unc�"j�.s"�,MA 2015-007" for a�rttije�l cEesi�nec� and cnnstructed in eoordii�ati�n with, and apgrnval by� thc Ca�i»ty Uireetor nl"
� Pp � Not}r�ithstat�d�r77 ihe rovisions of these Pr��l'�rs �o �he cn��trai��, lln {}�+Rcr's c�laJi
known as ••13rookhill"(#��e "Prn�eci'j, N�liic� inc�udes the app�icaiion plan re ared b � Cuflins Commrnxity Development and Itegianal Ti•ansit Aullyarity �if in place} and shall irYcorp�trate a �!ixe U�rner s�SaL] prc��iti�: ��I'fur:iahlc hnusinr� e.a�u,,i �4 fiE;e�n gerceii� �]�•a1 n1' tl�c E�ti�al nur�ti�er E}f � P . �ation to ��a}' C:ash
f=.n finecrin � eiitit]ed "Broo�hill Nci+Irhnrh��n�i Mode] District NM ] p � � � shelier, including a resi �cnch, destrsAn access, and si n�e�;e e i�al t� or �aetter�l�an tl�e cur��nt �-zsidencial units co�istruccr�l cm �he I'ruperiy. F'ar example, it' on� tt3ousaE�d � I(1{�1]} �c,tal unirs are Contrih�itior�s shafl nci� comme»ee unti] the riumbc.r nF �uiits, to ti,�hich sucll t,ash ConlriUi�[ion� a�ply
L� � �. ( � ) Applicalion Plan,' last re�isccl � � � 9
5eptctr�h�r i�, 2Q1G {Fhe '`Ilppiieatinn Alan"}, a Code pf �Jeti�2la 3r�cn4 entitled [kie "8r�ukhill transit staps for Charl�ttesville Area Trai�sit (CAT}, "�lie '1 ra��sit 5tnp s3�a�l 6c installed ,�ncf c•anstrueted i�i t��e Pra�#ec[,ozze Itundseci lil'ly{15p)iinils,nr their�q�iit�ale�3t,ar�required in 6e pmvid�d �r3 I�34•�: �7��T7 Ct]IT1�]���ed Illc'li fCSlI�XS 11� tiVI�aL wauld Qtl�erwise I�ave been a tocaE Cash Contribu�ion eqiia! to
p ,; , ;atitify lhis Nroffer�, subject fo garagraph�C. '1'he(}wner n�its suc�essors itz inkerest reserve#i�e n�hc [o i}�e tat�3� vililte U�: i}t�rC C�IC�i7Ct1fSCW SC�1p4I �jt�,and related '€mprav�mrnts to be cain�alet�d i�y€}sti�ner.ii}
:�eigliborh❑cad Madel C:ode uf Develop�nzni." �sst revise�i C}ctaber 13. 2[I16 {1he Cndc �7f �amplcicc� cviicurrciZtEy with the installation u�st�rroundin�raads and sidewalks �vi4f�in �3ic�ek 3. _
� 'I"he Z"raFisit STo and aboVe referor�c�d features shfill he dedicated to ubl�c use, ur lhe [14vner m�r[ �he affordahle hausin�objactiFe thrnu�lti a varie�}'�f�hrlusing l��es, incltidin�but npt liniited la� l��r ih� �li�ii Schnn� Site, iii)the Rio M�IIs i2uad (:anne�tio��, iw1 t�ic F'�io Grourtds F{oad lmprovements, v}
L3evelo�mer3t"J_ Capilali�.ed lerms,nat ott�erth�isc dcfi»ed in lhesc i�affers �h�ll laa��tEie 4iI�I1L'deCt�iti�}it� P � _ _ - 1�aute 29 lntersectian Im rovem�its �,•i A }� � -
as set forr�i i��eitf�er the Cude uf t}evclopn�ei3t or tltie A��plis�atinn P[r:�,_ shall grant an easen�ent as necessary€o a�low for�lie p��bli�acccss and usa e nf s��cl� faeilities, s<<l� uriit_r. r��la1 uizi�s, acces,ory unils and C�r�ia�e U���rs. {��A�#'ordah�r lJnits"} or th�c�u�I� casi� p i , } s �aod Boulevard Cnnnectian, ancl viil tl�e �raii Nettiticrrl;,
� cnn[�•i€�utinns,as ntnre parli�ularly des�nbecl ii�sectioi�s�111,4B and�C.helow. {cnlleLtiveiy referred lo as ZY7� "'IIl-�CIi1i� C�r�tribulit�il")_ TI7e Iis-Ki�d C.onlrihutlon sl�all i�c
�3Z,OSti,6fi2,$6, T]7e In-kind Contri��utit�ri reflacts !he +��alue nf t3�e improvements tltat ZF�e D��ner I�as
Yursuan� t�> Se�tion �3.+ of thc Alisemurle County Zoni�g (3rdi�ta.���. thc. (1«>>�er Eitr�t�ti ���71��n�arily F, Pu�lic T'ransil flpera�ti��Expenses. Wiihin sixty {�{1] days nf'tr��nsit ser��ices to tl7e Peoperty _ - -
1. F�r-Ss�ae Af-tordable_FIousin� Ui�its. All nurcl��scrs of Ehe ror-Sale Attorda6le Hausin� L.r�iEti. cammitted tn r7tiake jn Iliese prof�'ers that are for thc bcnctit af the publ�i. �n o�hcr words,ih�Ov+�ner shall
A
� - -
,� f i
rol7ers lhe ��onditians ii-ted ] u v '
� a be o ti lnch shxll bc 3�'7�7II�d �:p IhC �CU�3CI'Iy' ]f Il i5 T[:lL1I7tlI !U I�1� 7.OI12L1� hfiving c4m�T3cnced by Cr1"�, a re�io��al lransit autE�ari��, ar Dii��T p!'Ot�ld�r d{� [ransif ser��ice noi b� rc uired ta a an er u�li; Casl1 Contril�utions ur�til the tiive al"the issuan- ' �
(d�fined below] s�all be appraved by the f�I�74'TT1ETIt= Gnunty Ho�sing Off�ce or its desi�,�t���, � p Y Y F Le of the bt�ildu�o
C�FS[S1C�[ ideniiiie¢ :��S�vC. "I'ftese C011�l[10115 8Y'C pri�ffered �5 a pan L?f l�lt �arcrpc�s�r� Le'L€7I7iI1�, �11d �}1t° �elected �ry' t�l� �OlJrt�l+, [�]C �WI]Bi' SFI��� ca�ytrib�Ete f i fty Tlious��3�d Uollars {�ti�,{�[}{}} }p tlte • , _ - - ermit f�r a new t�nit cvm �eted after a .ivin r a credit for#hc�13-}f I +
•roR�-5ale f1FFordahle HousrnL �.lnita" shall he dtirelling uniis t�ffcrcd fnr sate a1 �ri�:as Is�r ti�•}lz��t � P Pn, � nd C:oniribu[ion. ln the e�ent tl�;�t the
[]wner nekt�owledges �hat the ro3it�iti�ns ai•t r�asn„ahlr.. County Fo hc uscd �i�r a�erafine cxpcnses r�lating to rransit senrice to the l'r[a(�erly; aititi C�tivi�ea' ,,,� Proje�t is �om�lelcd prior t� the hal�nce o! tl�e In-kind Coi�tribiZtion being cxhausl:etf, .iny+ remaiiiirlt�
sh.tll caiitril��ite Fifty `l���otisa��d Dnilars �50,440 tu ll�c C��uot eaci� e�r �Izerea�ter€ar a eriue� ��nusctinIds with in�a�r�es less[han eigl�ty percent(84},�k of tl�e arca ynedian incc+�ne may r�ualii'w. c
l. 7'rans�or[ati�n lmp�o�emen[ti, � } r 3 p aitd s�iall nra! execed sixty-five percent [Gi"�o) nf VH[7A's Ma:cimui�i Salea Pnc� for �ir�!-�iT��a b�lat�ce of t��e fn-kind C�nntribiiEiot�inati »ot be ap{�lied tUr at�y otf�e� projeci nr deti��lu�meni.
of nine(9}additional ycars, s�icl7 E17nt the cash cQntrii�uEed to tl7e C:aunry �ursuant to ti�is Proffer l���metsuyers. Zh�Uwi�cr shall pravide ihe C'c�unty or its desi�ee a period ofan<l�ur�dr�d twejlty
i�, shall not exceed Five HundreJ 'T'�vusand Dallars (�SU0,00[3]. Tl�e menet�ry cvntributiors in 1?� dagrs to idemit'i: a�id r� ualif an eIi �hle �. Elemcn�ar Scho�l 5ite.
� _ } p �q y �, purrhaser For-Saie Aff'qrdable Housing Units.
:1. PoIo (�rnur��s Raad [i�urt��-�m�•nrw. I'ur:uan� ;o �-o�d p.ans a}�}�rt�ti•�cl ]�� �i�r �'ir�ini� Ile��ar+m�°i�i years t�vo ('�j ihrrsu�h lc�� (IOJ sltal� he puid hy the anitiiversary date ofihe firsl coniributit��t arrd Tf�e oiie hu�i��•ed t�a•e�S�v ]Z0 da�� e.riod sha�l cairnnrn�e u on writie� nntice from die Owr�cr
_ i � J P � 4Vitiiin one e�r aftcr u�ritten re uesi b1•the Co�qit .�7tiY; df� r�U ew�iii carlicr � � c .
af 7'rai��portatiott [''VL]UI''}, ille Q�s•ncr sl�a�l �o2i4tr«ct all i��lrr��ctio» a�ld �i�rr� laiie eacfi sEich cantributinn si�all bc canditioned u �tin transii ser�ice bein rotr'rded tn tlic Pr��. rty i
i�n rovenzeiils,includin*iin iro�•ements to ttie hori�an[a�a�i p � p � �h�t lhc umE{�} shaII �ie awailable for sale. Tliis nnticc shal] nol he b�ivon more than r�ineiy {Jfi) Y 9 }' t ls n ot�e ,c�r aftcr the d:�r�of
P �, � Knrnent.�ertical align�zien� and cros,- [#rtrin the tw�elve 12 mont[� erir�d r�or to such co��tri�ution. rss���ence of lhe fiest (1°`} C{] issned far a dwclling 4vi�hiii 11�e PrujecE, the [7wner stt�;ll dedicatc io tl�e
s��tion of Paio [rrounds I�oad {��Polo Grourcds R{�ad Impruvements"j. [-lre l�oln Gruunds Roac! � � } � � d�ys prinr co r�ccipi oF Ihe Ccrti�cate of 4ceupancy �or tt�e appiicah]e For-5ale �lifur�f�tsiw Co�mt}', by Gcperal t�arranty Lleed and tivitE�nut corisiderii,ion, F�c sin� Ie title ta a �rcel of land i'or ��
�mpro�cinents sl�all he campl�ted in «vcr phases. Clwner sllall bebrirl consFructiozi af Phase !. as Iloustatg LJnit; d7c�'ounty or i�s�dcsibmec ma��then hati�e thi�ty[_i0)days within which tcf prati�ydz P P
[i. C:n�7stfucEin71 `r�r�ff�c___�1:1�n3�e�zie�i4. 7he flwner sha23 establish C{���;ti�uclin[i Enirai�ces tc� t}}t pu6lfc e��menta�y s�hook of, as 5�1U4V��z ozl �'igure I;: Firookhill Sc11vQl Sites �xhibit and lat�ele�i
_.� ,� yunl�fied pui�chaser Far su.�h Fnr-Sa1c AfFaardab3e Housing linit. lf tl�e Cauniy nr ns des�gn�e
dcpic�ced on �he Fi�ure A. Brookhill 1 ral'iic Phasint� Pfai� d.`'Tratfic Phasing Plan"}, prior zn ihz � "�lementar Scliovl Site" �lte "Elcmentar ScltQu! Si[e" . T13e �tcmcntary �chool site sha�l r�nt
issuance ❑f a huildin� pen�iit {"p�rmif��) t't7r fhe �rst I'�) dwelli�i¢ wilhin lhc Prn'eri. .�nd rt�z Prnperty in lacatians as arproved by ihe Co�f�z#ti �nd VllUT as parl of lhz Erns�on a�id Sediit�ent di�cs i�ot �+roride a q��alitied purchaser €lurine rlie one hundred twenty f 1?4� d�y pc,�riod, tt�c �` � 5' � be le�� •
{ ` •� C.ontro! �'Ian and 5itc Plait rocess, !]�triri� the eriod in �v�ich nll ro�ds wiil be constructed {}a��n�:r slz;�l] ha�•e the ri�l�[ to se�l thz uuit s widiout an reslri •�ic+ ��n ti•• � • , • tl�an se�en t7} acres, �nci sh�l! �but a pubiicly-dz�icaied n�h� o�'way. Ti�e flementary 5chovi �ite sha]]
Pf�ase 1 Polo Crnunds R��,�if 1rnFyro��ei2ieiits sl�a�l h� ,ub5�anii�]lv ca�npl�ted pnnr �u issul�ice ��t p � � � � � y � n . ,�.ic. piice or in�r�7�< <3f' b�a s�raded a3id cn�ia�ta�ked�a[i siie wit11 u�arer,se��er and electri�ity ulility cnnnc.etiu�Ss con�lrix.t��i ts��lxe ,
wi�i�in the Prnperty (and until C�rn�l�[lDl]}. CRS]SlrllCtl011 tra�fic sh;al� be reyuired tn use the �
Corisu�ctiaii En[rances as dusign�tt:d in tl7e app��nved [?resit�n ai�d Sedi�i�en� C:nnlr��l Plan. T"f�e �
Ps�c 5 uf�U
Pa�e 7 oi l(� /
Aa�o 3 uf"19
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
IYs fast. IYs free. IYs the law.
NOT APPROVED FOR
CONSTRUCTION
� ���
PROJECT No.: V182023
>> - - - - ,. , - -
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t � • ii ��14� L'. ti i! 7.1• 1' . .,� ti ` Y 1 + �
ccll�cr � a I�n.n .t i �� f i � u.°' i • . n r,l� Il ti.iiE�l surh ..�n.Iru�[ic n [rilf� � • � , ti �i i
! I . � � Ii�e�li�._ 1 � ��!€n�{e�i��r[lzan ari A.,,���sl [.iL>>��„iiursiii� l�t���tc, rt�i F � 4 #rtm c•itiretin� the ��c���.a ta ,1.ii� a c�I Nut�leti�,ird tlte �urcha�er[sl. Caeria�e i]r�its, as cletirlec� in t�1e Code. sl�a�] nnt exe�e� t�ee�iEy-{i��c perc.e�tt ed�e of tiie paree] tn acco�nmodate an clementar}' s�Iloal aciordiTt� trr sta��darc�v ol'Ils� L:t�unt}' Scliool DRAWN BY: CPH
f;nn,c nr cem�alesc:ent iacil�tti} ���itfiin che Pr�sje��, nr ii} a cenilica�e nE'oceu}�ancy iar a�iy un��� ��ZrE l�fontgoinery Ridgc I2nad_ [Jn�r Iha roacfs .3re con�picted and dcdics:ed �or p�biic use th� (?5°�a)of!he tatai Af�'arda�le iJ��iis. Divis�o»'s 13uilding 5eiviccs #]�partn�ent. At rl�e opt�on oT the Cnunty, Aa�d i« 1i�u nf the COn3trt�C[ipn U!� CHECKED BY: RTY
wi�hin a cnulti-fai»ily dweIliiig wiilsi�a t3ie PrajecE, N�isirheti�cr first o�curs. i'hase IV. as depic[�C E y«'ner shall iio InEiger have lhr su�honty or responsil�ility to regu�ate Iral�iie Ihereon. s schna7l,s puhlic parEc tnay I�e est�l�lished by tlie Counly on 71}e Elerneititary 5el�oo�5tle. DATE: 1/25/19
on ti7e Tra#�ic Pl�asir�g P3ari. s�ali bc �mnpletc�i prior to issua���c o�any Yenr�it for a d�r�ell�i�� B. �r�r•E2ent AfFnrdable Housin�Llnits. SCALE: N/A
toth�r tt�ael a muiti-family [lwelling, Assis�ed Liviis�, i�ursing Itiome_ r�st I�ome or cnnvalescenr 1-�. 12�rud ]mprt�vcments. G_eneral2v. Tlie rnad impravemen[s lislc� in para�raphs 1C atfd I Cl {1Elr CAD I.D.: SDO
f��iiity} u+illtin �ilt�eks 14-1$ of' [he Prn,jeut. '�`hc �'nln Graun�is �oad Irupratiremcnis tihall h� "Raad lmprowemeilts")_ahnve skxali be cairstructed in accc�rdancc with r.�ad �lans subniilted bi (i) �{ent�l Rr�ies. The eniYinl net rc:rr4 For eacl? reni�l t�oiising ui�it far ��lZic�i Qtir�n�r s�eks $_ i'u61ic F[i li Sr.liool ar raistitutinnai Clse 5ite_
ilCtiia ed and cviistructed to applieaUie VI]i')`1-standare�s, inclt�din�, witho�t limitatinn, Vf]D'I'�s tlsz Own��r a�tid appmved hy VD{}'f, and shall �ie dedicated to public use, Af� ❑t�the Finad [�ualif�cation for the gurpvsas �f fhis Froffer 4, ("For-R�:n; Affordahle i{ousin� PROJECT:
Gcomctric I�sign. "f'he Polu Grnwids Road Tmprovcincni, sI��11 l�e deten�sir�zd tn !3c li���tirnvemenls shall 6e desi�mrd and co�str�icted �n applic,�hle �'f7C1T �T3F1d9C[I�, SnLlii(�lil�. L�llli")sl�a�1 C1Qf CYCe�d �Il� lll�fl-CilCfK]1C 2�iC� $p��]Ga�7IC iriflXlRll]!11 I1�I rent r�ite approwed Wi�hin one year x[�cr wrilt�n r�yucst !�y the Cqun[y, lhe C3w�ler sh�ll c�edic�le [v El�e C;otmiy, by Geneeaj
substa���i�liy 4u�rpleted by: i} the Albe�narle C'ouiit?° Cn�incer. or itti dcsi�rnee, or ii i �o��n t}��w t�itf�[�tti liznitfilio�l,VI70T's{ic«metrir []csi�i�. by lhe Al6emarl�Co�ilty �io��sin�Of�ice. lii eacl�stibseque3�t calcndar year. lhe irtnn#hl; 1��nn'�nty' Deed aizd wit�lout considerati4n, fee si�aiple tit�e tn a parcel nf laz�d For � pubii4 �i�ii s�hoo�, V I R G I N I A
are Eonstruc�ed, ins�cclea and ti�c VllU"I'catislruelio�� b❑n�l �� r�]easco, rn ;i�} ,� V�)[)T ��fiic�ia� net reni for eacEt Fo�'-Rei�t A!�'orcEabE� ��{ausing Unit may he increased up lo thrce percent andfor s��ch otl�er use as the [.ounty �nay deteriniEle suitable, af nat �ess lhan sixty (60J a�res a�uttin�;a �T RM WAT ER
c�ti�ens'is.e tonfirms thai thcy are s�hstantially complete. i, }'a�io Graunds �toad tLaiiroad Cl��erpass. Within nin�ty I��{1] da}•ti after Ihe rzi;uesl �y the �'c7�ni�• (�°�o), F'or pur�ose of lhis PrUff'er=t�3_ the term "net ren!" rneans that the rent does nol �uhlicly-dUdieatcd ri�hr of way,as shawn on Fi�ure�': FSraokhiE! 5nhaol5 5ites Exhibtt and laUeled"Ffi�;� `� O
anr� ilic aprruval hy��i7C7T,�wner shail cause t�7 [�c insial��es, at p���ners c��pensz, a iraf�ic si�,,il i�3c�udc tenat�t-�aid utiii�ies. Tl�e requirerrtent tha#t1�e rents for such Fvr-f�ent Affardahle Seltanl Site" (the '`Nigh Scl�nn! Site"]_ �-Ite Hig�t ti.hoal 5it� shall be conveyee� as-is, �����,�t�t a��� M A N AG E M E N T P L A N
�ursuant to appror�af by VDOT, P❑ia �r❑unds Rpad lmprnv4imcnls sh.ili includc sa{a�nar�rier ��i Ehc Pc}]o Grounds Ruad and�arfolk Soutliern Ra�lroad C��erpass. lf,wichin ten{Ip}years aiirE• Hausiiig LJnirs rnay nat excecd the rna�imum rents estah]istted in this para�,raph 4II shal� improti�ements or warrantk�as to suiiabiiiiy.
�unne�s, sh4awn c�nceptually in Fi�ure S, ("SalamandeF{'ros�in� Exitibil'"1. Maiarei�anc� of�h4 'h� date oF €ssuancc af the firci (1�!} C(3 for a singl� fatnily dwelIin� within the 1'raject. tlzc �p�1}' far a period af teEl t�0� years Fnilawin� the date die ceMificate af o�cupan�y is FOR
s�ia�nandcr ci�ni�eis s13ak1 be tkae respoi�sihi]�ty o} lhc �wner, and a inaintc��ance a�*reemcnt s��ali C'ounty ��as nnt so reyuested, (or �'DU7" has not apprnved the tral'iic si�nal �.•ithin th3� riane is5ued by !he County fnr each �'or-iicnt AFfor�fablc: Houszng Gnit. ar until the uni�s are 9. Hisluric•Resue�rces.
be establish�d a3id appra�ed by �f10'T during the VI}t7T rcvieu�� c�f Ihe rt�a[i �lans for th� i'��ln p4riod)the iJv�ro�r 517al1 he rei�cved nf aizy ohligaticsi�in i3�s1�11<� traf��c signal. sold tis la�w or moderate cast units [�uaZityin�as s�ch �inder t;i[11er Zhe Virgi�Zia F-�n�51r7� ���������
(;rounds Koad Improvements. L}erelopment Authorily, Farrners Floma Admi❑istration. ar Housii�� ��d Urb�tFi A. ltirationa! €tcgistcr of 1-listaric I'laces E:lieihilit�. f'rse existin� Brool4hi11 dweliin� is eii�,ih�e tnr
2. Ta•ails, f'ar�► and Ce�ir �pares, Tt7e [7unrr sh�i�l pr���idc 311c tt�llakai��� i:1i>>�•o�•emen�; ���iziii�i il�t ❑evelvpmeizt,Sectiai7 8, whichev�rcnm�s Eirst[d�e"�f�°ordable T�rm'-)_ #Ize Na�1011c�I R��,iStet' n# Hisroric Places, Owner slittl! ad�Ires, a�r• adverse iT��pae� ta tf�is ����� ��
�S, RUute 29 Lntersection Imprc���ctnersts_ Yursuant ta road ��nns appror•ed l�p 473{]7. Ihe flti�,�ncr >>rn��ny: +�esignation as �art ofthe 5ection T�6 Revie4v uncier tlie R's�tions�] IIistoric Preservation Act of' ������ ������
shall construct ail intersection aud tum lanc imprcrvemenis a1Qn�3tot�t�29,conceptually�epicted f�) ennwc �a��c.e of frncres[. All de��s Gonveying an�� in[erest in the �'or-Raitt Af�nrcl�hle l96fi(�IHF'A}, whi�h is admi�isiered t�y lf�[:Vir�inia Deparlment of'Elistoric Resatitirces{C}T-iii}. }� �P
trn tl�c A��plicalior� Pian ("FZoute �9 lntersecdan [Ettproveii�inis"]_ �'}te Ro�j[e �9 lnierscctin�i A. '1'ratl I��.14��ori:. .A pri�nitivc �rail i�crwtiork iihe "Trail Net�+�ork"�, col�sistci�; u�it13 �liL ('t}��i.lti�'� 1�vusin�, Units durir�g the Af'fnrdable 'f'erm sl�ail cantai�ti languflge recitin�thtil such ur.it ��1����� �I
imrrrr�vemenls sh�1l be subslantial�y cataipleted prinr lc� is�uanec nf either i} � Pe�rnii Cor the dzsigii siai�dards Fnr a ['lasti 13- iy��c ] priinilit�e il�EfL1Fs: trail, s�ai! I�� �s1�[�Iishe�E tt•ithin tlie is sub�eci to tt�e tcrms of paragraph 4f3. in additio��, all C«rltr.'jCfs pertaining to a �i, Cemet Delineation, Owner shalE i) delin.eate a��y cei�ieteries errenuntered within the Projact
iiflie[�� (54''') ttwelFi�ig [other il�an a�� �.ssisted Living, �yursireg home, rest �ome r�r [:onvalescent C'sreenw�y as desvribed u�1IF13R �hc Code c�f L}evelflp�itieisl_ Tl�e generai ]ucatian ❑f the 'Tr<�il convcyance of any l�or-Rent Af'fordahIe i-�ousing ��nif, or a�tiy part therenf, durin� Et�e on ti�e site pl�n or subdivision plat for tl�e area to be develo�ed whieh �ant�eins suth ccmetery or L OCAT I ON OF SI TE
iaciiityl wathin lhc Yrnject �>r ii} a �c;rlificate aF accupancy for any unets wilhin r� multi-familv Nclwnr[; is shcswn 4�n Il�e App�ication Plan; however exacl lr�il locations shali be dctermined hy AffordaUle 'E'crm s�iall contnin a camplete and fu[1 disefosure o!' ti�e r�sYrictions. ar�d �emeYcrics, and ii) suhmiE a treatment pERn for any suclt cemetery for approval i�y t1�e C'ouniy ROUTE 29 SEMINOLE TRAIL RD
r�u�etltn� u'ithin ihe �YUJC(:t, W}liCFi���cr first occurs. "I-lie Aoute 29 Iniersecliu�� ]mprc�ti'4En��x{ti �he Uu�er based ❑n site eonditio�is siid �n cpnrdinaiion wii� l.he Cnuiity. IuStallafl(��l S�I'Gl�c Trail controls escab}ished 6y iliis para�rapli �38. At Ie�Fs� ihirt}� 4:i0} d�'►ys rrior �n Ihe Dircc?nr nf Cn�zitnuniEy Ueueloprrtent ,or its[Cesi�,>nee al the p�an orpfai revie«,•. AND STATE ROUTE G43
sh��l be desigited aiid cotistn�c#ed to applecs�hlc VC�]'! siandarc�s, in��tiding. wit�tau� lirrti�;�li�sn. �etwork sha32 ca�nmcn�e coneurrertily witl� the site u�ork Tor t�c first }31�xk��veloped ti�•ithi.ti crc cortueyance a!' fln�' inlcrrst in any For-Rent Afforda}�14 Np��jn� Unil d�iring the
1'�DT's Geometrie �css�n. �"he ftnute 29 Intersectivn Impra��enicnts sliall he detern7inzd �n bc Yrojcci aiid the entire lrail ne4wark shall be s►��istantia�ly cornpl4��.r� pnt�T !a issu�ttce ae ckie ��t Affor�e�l�1e Tern�, fhc tI��i�-curr�nt D�i•ner shall notify thG Cnuniy in writing �S� tFi� C:. (ireenv�a�Are� 41'obdlarids Camp. There shal] hc nn land disturbance by Uwnzr or by a�iy oF its POLO GROUNDS ROAD
>ubs�antialiy cnmpleted l�y: i) t��e tl.l�ieiziarle Couniy Hn�ineer, ar its dcsi�.mce, [�r ii} w�ien thLv l�undredth (S[}[1lh) I'�nnit IE�r a d�vellsnb �nihcr than a Multi-family du•eliing, Assisted I..i4�in_�. c�nve��an�e t�nd provide the i�ame,a�dress an�i Eelephonc n�n�iber ofthe potential �raniee, licensees, or successors vf'the lnroadisnds Camp �ncated i�i the Greeriway Area and idcntifed ir� CHARLOTTESVILLE
are constr�c[ed, ins�ected and Ihe VDD'i' CU115SRICE1Q11 �1411� is released, nr iii�} a VDO'T Q�cial n�rs�ng l�ome,ress liome or conr•alescer�t faciIityJ within Ihe Prc�ject. The Trail Nctw�ork sha�l bu and state tha!�l�c reyufr�mencs oi'fl�is�ar<��raph�II{2)have hcen satisFed. the P]iase I �listori� Resourecs S�udy f��r the ISroGcct_ ALBEMARLE COUNTY, VA
ntlierwis�cnnfirms thu�lhe�are substantially canplcte. de�eFmined ta be substantiaily coznpleted by the Alhemarle Cauiz�y Enginecr,nt'i4s desigriee.
{3} H�c aorEin�; Ftcn�al ltat�s, i]uring Ehe Af'f'ordabie "fcr�n, tivitl�it� ihirty (30} day�s of eticlt l his F'roffer Siate�nent may he exeeutcd in an}`31i3I11�JL'F p�C04�f1LPr�731K5.�c�CFI C7f Si+I71C�3 511$�, bL'c1R C}CI�1113I
C. Ashtivoa� $ouie4�ard Cannectinn_ l�ursuant [o road plans approt�ed by V17�T and a tempnrarti• lipnn u�ritten requesl 6y �he Couniy, but iiot pr'sor tn the issuance nF the fivc hundredt3i {50flihi re3tt�1 or lease lcrm fc�r each For-Rent ,Affordahle Fdowing Unit_ t�e tliei�-current (3wner .ind all of whicli to;etl�er sii�ll canscitutc h�rt nnc a.nd the sa�iie ��istrun�znl.
cans�uctian ease�itei�t a�id suainter�arice a�cment �pprnvcd by the County, d�e Owner sh:�i1 P�nni� fisr a dwelling u�ithin Ihe !'t•uject,slic Ow�ier skiall dedicate tc� lhe County ai�eas��izei�t i'or shail provfde to tl�e All�emarie �ounty I Eausing �fiice H ropy uf tlZe re��tal ar tcase ���
�onstruct the As�wood Buulevard Comtection_ as cnncepivally depict�El witl't inj�sr��•eineiits sncl i�ublic use awer the Greenway area, as s�rown on lhe Application Plan. Prior ta tltie [:opniy'v agrecmen[ For eac�i sucti tanit renled il�at shnws the renF�I r�te for sucl� unil and lhe term B O H L E R
faizdscapirig shown ai3 �:xhibit C. Asl�wond Boule�ar� Conne�tivn ("Asl�wund Qouievarrf request to dedicac� sucl� easemen�, t�e Uwner �nay �edicate partinns nF ti�e Greem+•ay �3y DI� IIlB renra� ar lease a�-eement, In additinn, dun�� t�e Af'f'nrdahlc '1-crm, �l�c thea�- �/ E N G I N E E R I N G
C.�1v7ecti�l�"}. I'he Ash�unod Boulevard {:onne�tio�7, �vhicl� inc2udes � pcdestrsan c��n3ie�tion. casc�nent cvncurre.�it3y with one or more subdi�isinn plats for ar�as lying adjacent tn ti�t ci3rr�t�t CSt�'i�er si}�11 �rovi�i� to �he Cv�inry, if re[�ue5led, �ny re��rts, copies of rznta] or
stia]I�e bonded priar to r��ad plan apprc�vdl�nd substantiaily coinpleted prior[n� i]lhe issuance nt' �areenu'ay: pmwided huure�er, diat �=ner aia}' res��ve in such easements, r�y;iits of'a�cetis fnr l.,ase a�reements. or otl�er tiala EScrta�r7in� in rent�l r�ttes �5 tiie Caunty ma�• reasoi2�61t• 28 BLACKWELL PARK LANE, SUITE 201
the fivr Fitiindredtlt (StlOtki] Pen3iic Far a d�s•elling (ot��r than a in�lti-faini]_y du'ellin Assist�d gra�[ing, utililies anri maintc3�ai��e. �-ach sul�dl�isio�� plat 5�»jl dt�aic[ ihc Greentiva t�rea Eo h� require,
�' � y �i nature P�� is lu I+ultmv WARRENTON,VIRGINIA 20186
l..s��in�_ nursi:i� hnme, resi ho�ne vr eom�aleseent faeility} nr ii] th� iti$uance af the ri�l�l cieclie{iied and slzall bear a nalstion zha� ihe C�re�nu��y area is cledi�atetl £nr public use. lf af the C � �' � Phone: (540)349-4500
1lundredlh �SUUih) �'ern�it for any dwellia��t}�pe wili�in Ihe Prc�jpCl, whi4hetirr Fii_4t occi�rs. 4n any� tirne tF�e�C:outity rcqt�ests dedicatinn tsf the{�recnw�y,any part ❑t'the Cireettuway tha!has nnl h�cr C. {=���17 in lie�i nl�Ct,nstri�ctin.�rlfford��,le�]wel lin,g Llnils. Fax: (540)349-0321
e�-eiit, �wz�cr s}ialt have �nsnpl�led t��e nshwt�od Boulevaid C:vnne�tion prit�r• tcti tltie enn�plecioii �odicated by subdivision �fat. sltall he fwilhin six (6) mniiths c��such �'eqpest} ,ii Ds�r��r s tr�;t. ln licu nf cnnslrs�t[ing Por-SaIe, or For-f��nt AfFort3able Dwvc�Eing LJn[ts for titic�n perc�ent (1�%} o�il�e Vi4 BohlerEn .com
of tiie w�sYern extcnsinn c�f 11�h�Uvvd FiouIevard tn IIer}:mar I}ri�re�xteittiir�n. Si�rt'uy�d,p1all�d and recnrded a°it1�one ar inar�d�eds nf ea5emer�l dedicalioo. carai �iutnber af Units, rF�� Qwi��a•Izas lfie Qptian tt�makc�casli cortitribuiioii tu Alberriarle Cc�urity faa ihz @ g
al�fnrdable lwtising �rogram in the arn�}vnt uf T�vent}'-I=oitr T'E3ousartid and Three Hundred S�ve�[y Fivc
t�nlil su��1 [ime ss tlie Counry detennines kn stihmiC lhe Ashwoad Bovlei�ard C'onnet�ion f�,r f'�usuan[ to signa�c p�aiti a�proti'aj hu Ihe Rivaau�a Water aiid 5e�aer Aulhority ([he '`R4�'S:'�"'i,thc I7vllars{$�Q..375.00}�ti�e"Afft�rda�le Fiousi�ig Cash}'raffcr"} for eaclti such unii as fal�ows' tl�e Owncr �„TH Q
publi� dedication, t1Ze Chvnez sha13 he responsi�l4 for all lnaintcnance, rcp�i�s. haryuin� ��tcl Owiicr shull install sign�ge along li�e Trail tierwork tiz•it�sin tlie Dan� Iire�ic IaZundatFo-n la��� 5}3:tll exerei5e ti��. aption tn maice, an[l 111ereby sh�l] pn}' [he AfFordalale Housin� Cns}� Proffer lo ilze F`
i�is��rance vf the As�w�rrd finulevarrJ Cc�iinecfion. �e �wner shall su6niit � 4empai'ar}- designa#in�e��acu.'►tic�n routes. 5ignage sha�l be instaIIed as[hc"fr�il Rttworl�is establishcd. C'o�tn#y, iF lhe Affarda�Ee llousing requiremen! h�.s noi been proportinnaliy met otherwise, in fo�r (�) � �
consin�cEian easement and �ttaintcr�ance a�-ee�nent that is acceptablc tn �he C[�unty priar tn instai�rrtents; �ifEer ai1 �nsp�ctioi� a�td ���•ic�r to [he iss�tance af app�•oVa! of a C� far each nf dte twv � Cj
a}�p�•ova{ of raad ��lans f«r �hasc 1 ruac�wa} improu�n�enEs. I'�ie UZ�ner's in�prc�vements shall he H. Parks and Ci4�ic Sgaces. The Uwner shal! �arovide n[+t less lhan 3,2 acres of land within Iltit� lutncfeedth(200th}, live hundredtiz(�f1Qt11},eight huntlre�l[h{800th}_and one tlrousa�deli(1QO�th}dr�•e[lii�� � Z
cl�[�icdted, lo�ed�er�vith the County-owned ri�xht-nf-wa�ay at such t�me as the Co3inty d�termints to Pro�ecl for Parks and C`ivic tipaces as descrihec�in die Code of U�E�elo�menl artd generally shar��r� �mil wilhin ll�e Project. Thc tntal {.asl� iis lieu cs�ntributiun due to Al��marlL t�uuniy �i each of the fnur V R N YA R y
tiubmil lh.e Asitw�ood I3ou�e�ard Cnt�sz�.�Eii�n Fnr F�uhler dedi�ation. The Ashu=nad FSc�z�lcward oii tlie Applieation Plan. Far.h Par�: or i'iwic Spaee si�ali Uc saibsia�itial]y ea�ti�plet�d prior tp t9iz (4} payme�� periods as noted a�a�e sl�al! he �at�.ulated h�sed c�n the Eora� �7t�mi�er oi-C�r�ii�caaes �f
C onne��;�,n sltal[ t�e �ic��.tn�i�iecf In 13t. suhsta��ti<�liy �cunpl�[c�i l�y: i1 !hr �'l]hrr;l,irle C011f7l1 15,^}i]il[SCt' nf �he fc�rtieiE� [�#{)th] C'Cl for a resideniiaf d�ve�3i�y� wtit i�ti fil�e �iioci: in �•hiclt ii i� C7cct��anc}� isst�ed for Markct Kate an�!.�lFford�bie�-Iousin,�Units. �LIC. N0. 0402056625�Qi
['a�e 2 �E li} 1'ace 4 a#�][! I'��e{�nf I!I Pa��S ai'I{i 0 ��/
.t� 1/25/19
�SS�4NAL E�G�
SHEET TITLE:
APPROVED
PROFFERS
SHEET NUMBER:
C- 103
H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\BLOCK 8A-SENIOR LIVWG FACILITY-FINAL SITE PLAN\WPO BLOCK 8A-SENIOR LIVING FACILITY\V182023SDO.DWG PRINTED BY:CHEDGES 1.28.19 @ 10:59 AM LAST SAVED BY:CHEDGES
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WHEREAS,tl�e Owners of T�Map Parcels 04600-00-00-01800 and 04600-40-00-018A0 � � f `l�� °� • L � ��
S ��p14ti LANE Oi11 POLq GRpI3N05 ROAq � ` .� ry �. Z Q � � U Q H � � o 0
` P H A S E I I I N 7 E i t 5 E C T I Q N f � I __ F R O M 5 v'D F S�O R A G E T O t o a`D F _ ` �i �/ U
(coliectively,the"Properiy")�led an applieation for a speeial use permit to permit grading aetivities within - �, sTo4p��. � , � ' ° w o c�n ������ ��
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tl�e floodplain that would expand the floodplai��limits,and the replaeements of culverts within the l� � � • COhfVERT�t ID 3�fYLLS ROAI]Tp p , ' , „ r/ w Z Q �o
floodplain,on the properiy,and the application is identified as Special Use Permit 2015-00025 Broo k hi l l(SP R I G H T I h!�R I G N T-O L t T O P E R A T I O N. - - : � z
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WFIEREAS,on Au st 16,20 I 6,a ft�r a du l notice d u b lic hearin , t l�e A l bemar le Couu t ,�a Roaow�aY,FROVIdII�fG(i y � � �� �,�-. � �,.__, h't y � w w Z� } �Z =
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Planning Commission recommen de d approva l o f S P 2 0 1 5-2 5 wi t h s ta f f-recoznmen de d con di tion s;an d LA�vE. � �_ ,•, ' '-�._ "' _�,._.=.� � � ` .__ _ _ �
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WHEREAS,on November 9 2015,the AIbemarle Count Board of Su ervisars held a dul noticed � - • _ _ � IMPRDVEMENTS_ - GROJN�S R�A�WaTH x�a FEEf QF i � - � r.. `",i���:`�--; t•-=� � -�-;�:: �9�� - � . ;>'� p Q Z =� ° � � �z �g
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ublic hearin on SP 2015-25. _ � ,� � `' ���--'� '�' � �`.--' `��'. �`* � v
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THEI2EFORE BE IT RESOLVED that u on consideration of the fore oiii ,the sta#�f - _ 3 ' +� ��-- _, f �- `�'� 5iTE
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re port pre pared for SP 2015-25 and all of its attachments,the information presented at the public hearing, � � CflNSTRlJC7A NpRTHBOl1N0 R1GN' � � �`� � (�4 �'�;. _ __ . �. �`�-�� `: � � � >�� Y w�
and the factors relevant to a s pecial use permit in Albemarle Coun ty Code §§ 18-30.3.11 and 18-33.8,the �� -; P HASf II RpADWAY 1M�RQVE#ylEfV7S TUR�u u�.rvE oti Us:gwirx,00�oF ry - � _ � `�
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A l bemar le Coun t y Boar d o f Supervisors here by appro v e s S P 2 0 1 5-2 5,s u b j e c t t o t h e c o n d i t i o n s a tt a c h e d IIvIPROVEM�NTS " L J ~ I�" � � ' f 1 + Ex 7�P4 6-z$� � �.-- Z o w z a �
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hereto. � PHASEIIINT�R5ECTIdN � �� �� ��,. . ;';�s- ,f' � � � CQRApRATION � �w w � � � � � a o z
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i,Claudette K.Borgersen,da I�ereby certify that the foregoing writmg is a true,COI'1'eCt CO]ly Of 3 ROApWRY T6 PROVIDE{i�LEFi } - �r` " ` -r' � � ` � [cf j,. w
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Resolution duly adopted by the Board of Supervisors of Albemarle County,Virginia,by a vote of five to � , RESTREPE PAIN7FD ME�IAN Tp � `� IMPRq MENTS-SW �i � j� � - • �` Q � '� �� �z •�����• ��
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zero,as recorded below,at a regular meeting held on November 9,2016. PNAS�IV INTER5EC710N 1 pROVlpE WE578aLIN�LEF7-7lJRN � � r � i� �- Q
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Ms.McKeel Y xn�,� MPRQVEhAENTS IMPR�V�h�lENTS ��� - � - - � : �� 1. �''`?;,
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Mr. Sheffield Absent r _ � , -' � � . r � �' � E�E� 5ED�AC�R�
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FTGUR� E: BRQOK�IILL SCNQ�L SITES EXHI�IT
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,� � `� 5H�WPI!N THiS ExH1g1T IS FOR ILLilSTRATII�E PURPpSES 6NLY.7H1 � ' .` i
__- __ _- _ _ _ _ _ _______ ' f,�� �; ; FINAL f]FS1GN R�1D L,hNE CONFIGURA714NS OF POLO GR4UND5 ALWAYS CALL H��
l20AAWAYIMPROVEMEhiTSWILLBEINACCOilOAtJCEWfTHTHE 1� BEFORE YOU DIG
, � ,' �'� �_ APpR4VED7RAFFlC IMPACTANALYSIS ANO F3NAL APPItOVE!]RpAC
�}��1►iEll�uf'Tax 14Iap PartelU4GUU-0�-00-f11$Oa: � ,'' .� L• C4N5fRUCTiONPLAN5FORTHEROAUWAYIMPROYEMEhlTS. ' TIIAP(�6-Ys
- � ;- :� �. IYs fast. IYs free. IYs the law.
� ` ::� . , -_ PRQ�45ED5ALAMAN�ER
SP-2015-04025 Broo�chill Conditfons �y� - - - �
_ _ , �
;� :: � : cRass�M��TorA�� NOT APPROVED FOR
�[��►tt[.rS R. � H xUs�rF�: , ,,� _-
`•� .� -- � 1
]. Prior to final road pian appraval or permitting of a Land disturbance in t1�e floodplain,tlie applicant shall _ er�rruraceroou,a�rer � /i
{ CONSTRUCTION
obtain from the Federal Emergency Management Agency(FEMA)a Conditional Letter of l�fap Revision ����; �� �� � ", �Z ' � ' +� 1� TMP45-zr+A
Based on Fill(CLOMR-F),and prior to road acceptance,the applicant shall obtain from FEMA a Letter of -- �� - � �`,� � � ��''•? _ �--__�- - . _. � �ivrP�S-�s � ` PROJECT No.: V182023
Map Revision based on Fiil(LOMR-F). In addition,the applicant shal]copy the County Engineer on all � � . -- -- _ - _ .
ROCFCYDALE CHARLOT7E5V4LLE I DRAWN BY: CPH
'� ,,,�,. � � PR4P05Ep ROAp CdNI�ECTIJ� �f
, '._ � � � � `, '-�°a-� -' -- - - . OUARi�Y BE'f''JVE�f�!Rf4 MILLS RflAD Ah1D ' I CHECKED BY: RTY
correspondence with FEMA. Construction ofthe road shall be in campliance with approved road plaaas ()Whrlt oi'Tax Map i arcel 0�l6QiF-00-Ua-O]9�30: � � � �,ti � ,..,� � � ` __` � � INVERTE�i2ETAINING � �ER�fMA�2 C�RIVE � ;f DATE: 1/25/19
and the FEMA approved CI.OMR-F. ' _ ti '-� _ _-__ �_ _. `�-.__
�-'�,' , �_i � �,� _ � � _ WALL�1+lDCULVERT �!
� � ��--. �. � r I SCALE: N/A
2. Any residential or commercial lots and associated streets(public or private)resultang from the subdivision CRDCKETT CdRpURATIaN,a Virginia eorparation r-�"-�,r . � z � "�:�-_, �` � �Fi�,�p Wq�L SYSF�M ��p���-x8� �'
of tI�e Property,with the exception ofthe stream crossings;shall be located outside of the 100 foot stream ' � ' � � t� �'�'-_ _ �� �~- _ __ I -- �f�RNE GAIWp :� !f , CAD I.D.: SDO
buffer(as shown on the Brookliill Special Use Permit& CLOMR Plan Existing Couditions, SlZeet 2,last _ I �'~����� � � � � � _ l'� � �_ ����������� ;j� ;
� r ��l-, ��; ��'���-. t� I�a�n ` � ~ 1 �� ,���., - � 4 y-
revised 6/15/16),the Flood Hazard Overlay District,and preserved slopes on the property. Approval of �}. �� � � ,Q������ � �.� _ w� �N� � `l � _ -- _ -- PROJECT:
� ;� �� � - GRp� � � � ' ��_� ,f
l o t s l o c a t e d w i t h i n t h e s t r e a m b u f f e r s h a l l b e s u b j e c t t o S u b di vi sion A gent a p proval. - = ~_- � `_--� ' �g R � � 4 ---- ` �-�._ I 1 rr V I R G I N I A
Ann f1. [lau�h,President - - -_ �.4p� -- _ -- _.__.
� -- ' - -�� � =� �,�t� �M� ' : TP�APy6-�$B � � STORMWATER
� � 4' � _ ��r�� — � � L �5-60 "", HORNE�.ANa � M A N AG E M E N T P L A N
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- �- -
ti�G `x`��-� - ���`� ,. � � � — � CRAFTON `� �' � FOR
� ��--• CORPDRATI�N
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[}�►�v��orTa�n�rAn ra�r��o�a[�a-o[i-na-aisr�a: �_ cRosswG_� -� - - _ - _ J���• �-- _ _ � _ � � � — — _ 4 4� � �� ���������
HU1�lYE LA1�D C[3RP[7R117��{71\,a Vir�inia cnrporation ' - --ff _' ��' - - - -- - - - 0� q'4 • ,�r�
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_ ����:�,ti�nr:n�a• � -. _- � �4 ., ����Jiv �d�1
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E3}. SALAMAN�ERTU�INEL LRDs5u+�G� �� _ _ � ��������
;1��n D. Haug�, President _ ,
U �� � � , _ - � � � LOCATION OF SITE
o$te: _.� � r _ s��Ari,AF;�����,i � ROUTE 29 SEMINOLE TRAIL RD
_ � � "'`�_� � f; _ ' .� ��r�a�auc�vw��nrr a�r��a�sr�,aR � �� AND STATE ROUTE 643
i i[ DRIVE Td BE CO�ISTRUCTED BY xai�
_ � !',, ��:;��'«. I : �+� {pER VDOTxoo'!'oCC1N5TRLJCTTDN PLA1�5J '� � POLO GROUNDS ROAD
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CHARLOTTESVILLE
� � � � ' ~�'� = ALBEMARLE COUNTY, VA
UW�^�EF2 c�f 7'ax lYlap Yarrel lW(,41(1-U4-U#1-U1#�lU;
" '� TMFt�S-z8Q � i
CRAFTOiV � �'�
c�z��r��vco��orra•rio�v,aVirgiitiacor�orafian FIGIlf�E B; P�L� GRQUNDS RO1�D SALA�ANDER CROSSING EXMIBIT j ��� CflRPC?RATlQIU
, �� ' %�� BOHLER
� � � �;�
��,. � �• '���� ��� j + �v} ��. � ENGINEERING
Ann�.!laugh, Presidenf ' �� �
�' .� ` � ! 2$ BLACKWELL PARK LANE, SUITE 201
❑ate:_ �C������� 1 �� R°v,� . ' WARRENTON,VIRGINIA 20186
�� ���� ' Phone: (540)349-4500
� � Fax: (540)349-0321
�.� �' �� VA@BohlerEng.com
f3Rd�I{HILL IIYVESTMi:?�'I'S,L€�C,a'Vir�,inia iimited liability�arrsnai3} (C:nnEract�ur�i��ser) ,'� f
1 � :� f I
� � .:: .
_ _ .� � LTH OF
�„�f �
�3y� 12i�er�end Management,Inc..IvFanager • `-��,��'� �
r E FIGfJFtE D: RIO MILLS ROA❑ RCIADWAY CONf�ECfIQA� _ � � `/
gy: �"`"�i �—�--� '� CZ
�ai.��, ?� -r,,�,,,�. r3���:,<<ic�«� V R N YA R y
.� Lic. No. 0402056625 �
€)aee: ' `' � �-i ff 7.� t �
��it� 1/25/19 `�1��
3058] i91_ �SS�ONAL`�G
SHEET TITLE:
APPROVED
PROFFERS
SHEET NUMBER:
C- 104
H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\BLOCK 8A-SENIOR LIVWG FACILITY-FINAL SITE PLAN\WPO BLOCK 8A-SENIOR LIVING FACILITY\V182023SDO.DWG PRINTED BY:CHEDGES 1.28.19 @ 10:59 AM LAST SAVED BY:CHEDGES
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MINIMUM STANDARDS: ADEQUATE,THE APPLICANT SHALL: � � > � s�,
1. TEMPORARY PAVED CONSTRUCTION ENTRANCE-3.02 T�
- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM V � � Z o � �"
MS-1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS (1) IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN(10)YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO(2) _ _ STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA - � a � ��
RIGHTS OF WAY. THIS MAY REQUIRE PERIODIC SWEEPING AND WASHING AS CONDITIONS DEMAND AND REPAIR AND/OR
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE.TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS;OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED,WASHED,OR TRACKED REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. Z U O z � c�LL o LL =w
SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR � - =p F � � k w
LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) YEAR STORM IS CONTAINED WITHIN THE FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. Q Q W � Q a� � o m
MORE THAN ONE(1)YEAR. APPURTENANCES;OR 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. � 1�1 � � � Q = F Q o a a�
2. SILTFENCE-3.05 �/ ZQD � � a� v� o o�
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE,SECTION X.STABILIZATION. (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO (2) YEAR - SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. Fry � uVj � �����• �a
STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. w 0 z o�
MS-2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN (10)YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A - CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCES RESULTING FROM END RUNS AND 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT W z Q � a�
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT RESPONSIBLE FOR THE TEMPORARY PROTECTION AND MAN-MADE CHANNEL;OR UNDERCUTTING. NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION � J ~ w o
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY - SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. w w � Q¢ � Q Q ��
TRANSPORTED FROM THE PROJECT SITE. (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURE WHICH IS LIFE AND THE BARRIER STILL BE NECESSARY,THE FABRIC SHALL BE REPLACED PROMPTLY. C7 Z w a a v } ?a w�
SATISFACTORY TO THE PLAN-APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. Z w U }� w �Q �� �w
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN THE LEVEL OF 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO �- �w m �� �� w�
ACTION: STOCKPILES SHALL COMPLY WITH MS-2 BY PROVIDING SILT FENCING AROUND THE BASE OF THE STOCKPILE. DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIERS. PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. � w� J� x w z z> �w
TEMPORARY SOIL STABILIZATION MEASURES NOTED IN MS-1 ABOVE SHALL APPLY. d.THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. � a � �� �� m°°
- ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO � Q w �w o o w w a J
MS-3:A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED. e.ALL HYDROLOGIC ANALYSES SHALL BE CASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE CONFORM WITH THE EXISTWG GRADE,PREPARED AND SEEDED. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND ~ � Q C�7 =� o �� �Z �g
PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS DEVELOPMENT OF THE SUBJECT PROJECT. DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. rF� C� �? w o w ¢O o w �,
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UNIFORM,MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 3. SUPER SILT FENCE-N/A � z Q� ������� ��
f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION THEY SHALL OBTAIN APPROVAL - SUPER SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED 8. DURING DEWATERING OPERATIONS,WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. I� Q �g ¢�
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE,SECTION X.STABILIZATION. FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. F-� � �� g w
MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. - CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SUPER SILT FENCES RESULTING FROM END RUNS AND > �a n N
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING �
MS-4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP UNDERCUTTING. W U a o � a a>
RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL } � a Q�
S E D I M E N T S H A L L B E C O N S T R U C T E D A S A F I R S T S T E P I N A N Y L A N D-D I S T U R B I N G A C T I V I T Y A N D S H A L L B E M A D E F U N C T I O N A L g.O U T F A L L F R O M A D E T E N T I O N F A C I L I T Y S H A L L B E D I S C H A R G E D T O A R E C E I V I N G C H A N N E L, A N D E N E R G Y D I S S I P A T E R S - SHOULD THE FABRIC OR METAL BACKING ON A SUPER SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END DEVICES SHALL BE MADE IMMEDIATELY. r Z � z w z a =<
BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY,THE FENCE SHALL BE REPLACED PROMPTLY. � � '-" a a � w = �'
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FROM THE FACILITY TO THE RECEIVING CHANNEL. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN THE LEVEL OF �w w � z� � J
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE,SECTION VIII.SEQUENCE OF CONSTRUCTION, PHASE I. 10.ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED DESIGNATED BORROW AREA. z o � z O o w o ��
DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIERS. ¢ w o } } � o w
h.ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SUPER SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED I,\ w� a w O w w w = ��
MS-5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS - 11.ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, �� >m � z m z z z a o w
IMMEDIATELY AFTER INSTALLATION. i. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. FREE OF ROOTS,STUMPS,WOOD,RUBBISH,AND OTHER DEBRIS. ,��' �Q ������� ��
SHALL BE DIVERTED TO A STABLE OUTLET,ADEQUATE CHANNEL,PIPE OR PIPE SYSTEM,OR TO A DETENTION FACILITY. �Z o m
ACTION:NOT APPLICABLE.NO EARTHEN STRUCTURES ARE PROPOSED WITH THIS PLAN. 4. STORM DRAIN INLET PROTECTION-3.07 12.BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. Z�
j. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL,COMMERCIAL OR - THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRS MADE AS NEEDED. Q� �
MS-6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE - SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS 13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. J�
AREA TO BE SERVED BY THE TRAP OR BASIN. DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE
PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE.
a.THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND CALCULATIONS. - PROTECTIONS SHALL BE REMOVED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND APPROVAL 14.BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF REV I SI ON S
THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. IS GIVEN BY COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. 7:OOAM TO 9:OOPM.
k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES REV DATE COMMENT BY
b.SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE 5. CULVERT INLET PROTECTION-3.08 15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR
EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A STATE. ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE
SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A - THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRS MADE AS NEEDED. TO ANY PUBLIC STREET BECAUSE OF SLIDES,SINKING,OR COLLAPSE.
MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE,SECTION XI.STORM WATER RUNOFF CONSIDERATIONS. - AGGREGATE SHALL BE REPLACED OR CLEANED WHEN INSPECTION REVEALS THAT CLOGGED VOIDS ARE CAUSING PONDING
DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION PROBLEMS WHICH INTERFERE WITH ON-SITE CONSTRUCTION. 16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER
OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. EROSION AND SEDIMENT CONTROL NARRATIVE - SEDIMENT SHALL BE REMOVED AND THE IMPOUNDMENT RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN THE SALE OF ANY LOT, UNIT,BUILDING OR OTHER PORTION OF THE PROPERTY.
ACTION:ACKNOWLEDGED.SEE SEDIMENT BASIN DETAILS SHEET. I. PROJECT DESCRIPTION: SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS.
- TEMPORARY STRUCTURES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE,BUT NOT BEFORE THE 17.TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE,AND IN THE
MS-7: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THE SUBJECT SITE IS LOCATED WITHIN THE BROOKHILL DEVELOPMENT ALONG US ROUTE 29 SEMINOLE TRAIL ROAD.THE SITE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED AND APPROVAL IS GIVEN BY THE COUNTY EROSION AND SEDIMENT
THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1)YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED IS LOCATED ADJACENT TO STELLA LANE BETWEEN THE INTERSECTIONS WITH SALAMANDER STREET AND POLO GROUNDS CONTROL INSPECTOR. MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN
WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. ROAD. THE TOTAL DISTURBED AREA FOR THIS PLAN IS 5.17 ACRES.THE PURPOSE OF THIS PROJECT IS TO DEVELOP BLOCK 8A MARCH AND APRIL TO CONSIST OF ANNUAL RYE,OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH
BY CONSTRUCTING A SENIOR LIVING FACILITY.TO SERVICE THE PROPOSED DEVELOPMENT THIS PLAN WILL ALSO INCLUDE THE IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
ACTION:THE CONTRACTOR SHALL STABILIZE THE ULTIMATE CUT AND FILL SLOPES AS FINAL GRADES ARE REACHED. INSTALLATION OF SANITARY SEWER,WATER LINES,AND STORM INFRASTRUCTURE THAT WILL SERVE THE PROPOSED SENIOR 6. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE INSPECTOR.
LIVING FACILITY.RUNOFF FROM THE SITE WILL BE CONVEYED TO POND-11 BEFORE OUTFALLING AT THE LEVEL SPREADER AT FERTILIZED AND RESEEDED AS NEEDED.
MS-8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE POI-11.THE TOTAL PROJECT IS ANTICIPATED TO TAKE NINE(9)TO TWELVE(12)MONTHS TO COMPLETE. 18.PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE
TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 7. NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN(7)DAYS. LIMESTONE SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE
II. EXISTING SITE CONDITIONS: APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR
ACTION:NOT APPLICABLE.THERE ARE NO PROPOSED CONCENTRATED FLOW AREAS WHICH ARE NOT STABILIZED. 8. NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE, OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY
THE SUBJECT SITE IS CURRENTLY UNDEVELOPED AND HAS BEEN PREVIOUSLY ROUGH GRADED TO ALLOW FOR THE WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. THE COUNTY EROSION CONTROL INSPECTOR.
MS-9:WHENEVER WATER SEEPS FROM A SLOPE FACE,ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. INSTALLATION AND GRADING TIE OUT OF THE ROADS MENTIONED ABOVE. THE REMAINING UNDISTURBED PORTIONS OF THE
SITE ARE PRIMARILY ROLLING TERRAIN WITH SLOPES THAT RANGE FROM APPROXIMATELY 1% TO 50%. NO PART OF THE g, ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES. 19.MAINTENANCE:ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO
ACTION:THE CONTRACTOR SHALL IDENTIFY AND ADDRESS ANY WATER SEEPAGE AREAS. SUBJECT SITE CONTAINS AREA IN THE 100-YEAR FLOODPLAIN,AND NO WETLANDS OR STREAM CORRIDORS ARE IDENTIFIED. STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET
MS-10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT III. ADJACENT PROPERTY: 10.MONITORING REPORTS WILL BE SUBMITTED TO ALBEMARLE COUNTY BY THE RESPONSIBLE LAND DISTURBER. STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A •
SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT
TREATED TO REMOVE SEDIMENT. THE SITE IS BORDERED TO THE NORTH BY THE BLOCK 4A APARTMENTS, TO THE EAST BY SEMINOLE TRAIL (RTE. 29), TO THE X. STABILIZATION: MUST BE CLEANED AND REPAIRED IMMEDIATELY. / �
SOUTH BY POND-11 AND OPEN SPACE, AND TO THE WEST BY STELLA LANE. �
ACTION:CONTRACTOR TO INSTALL AND MAINTAIN ALL INLET PROTECTIONS AS DETAILED IN THE EROSION AND 20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE
TEMPORARY SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT CONSTRUCTION. FINAL STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL �
SEDIMENT CONTROL PLAN AND NARRATIVE. IV. OFFSITE AREAS: SEEDING AND SODDING INSTALLATION PER THE SPECIFICATIONS PROVIDED ON SHEET C-617 WILL OCCUR ONCE THE SITE HAS
THE PROPOSED PROJECT HAS BEEN DESIGNED TO MINIMIZE THE IMPORT AND/OR EXPORT OF DIRT FOR THE SITE.HOWEVER, IT BEEN FINAL GRADED AND THE IMPROVEMENTS ARE COMPLETE. INSPECTOR. KNOW WHAT�S BELOW
MS-11: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, IS ANTICIPATED THAT THERE WILL BE EXCESS CUT GENERATED DURING CONSTRUCTION THAT WILL NEED TO BE
ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN TRANSPORTED TO AREAS WITHIN THE PROPOSED DEVELOPMENT THAT WERE INCLUDED IN THE PREVIOUSLY APPROVED WPO 21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER ALWAYS CALL 811
BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. PLAN #WP0201700037. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY DISTURBANCE OFFSITE AND FOR ANY XI. STORMWATER RUNOFF CONSIDERATIONS: PROTECTION ORDINANCE SECTION 17-204G.) BEFORE YOU DIG
REQUIRED PLANS AND PERMITS THAT MAY BE REQUIRED.
ACTION: CONTRACTOR TO INSTALL AND MAINTAIN OUTLET PROTECTION AS DETAILED IN THE EROSION AND SEDIMENT REFER TO SHEETS C-900 TO C-905 FOR STORMWATER RUNOFF CONSIDERATIONS. 22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE IYs fast. IYs free. IYs the law.
CONTROL PLAN AND NARRATIVE. V. SOILS: LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B.)
MS-12:WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, A GEOTECHNICAL STUDY HAS NOT BEEN PERFORMED AT THIS TIME. A STUDY WILL BE PREPARED AT A FUTURE DATE. PER x��. ca�cu�AT�oNs: NOT APPROVED FOR
CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING THE USGS WEB SOIL SURVEY,THE SOILS OF BLOCK 8A ARE ENTIRELY HSG B.THE ONLY OTHER SOILS RELEVANT TO THIS PLAN REFER TO SHEETS C-900 TO C-905 FOR STORMWATER RUNOFF CONSIDERATIONS.
CONSTRUCTION. NON-ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. ARE HSG D SOILS, LOCATED ADJACENT TO AND SOUTH OF POLO GROUNDS ROAD,AT POI 11,AS SHOWN IN THE STORMWATER CONSTRUCTION
EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NON-ERODIBLE COVER MATERIALS. COMPLIANCE CALCULATIONS.
XIII. OTHER IMPORTANT NOTES: PROJECT No.: V182023
ACTION:THE CONTRACTOR SHALL BE RESPONSIBLE TO MINIMIZE ANY ENCROACHMENT INTO THE EXISTING STREAMS VI. CRITICAL AREAS: DRAWN BY: CPH
AND WATERCOURSES. 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. CHECKED BY: RTY
CRITICAL AREAS ARE KNOWN TO CURRENTLY EXIST ON SITE ALONG THE 2:1 SLOPES AROUND THE PERIMETER OF THE SITE DATE: 1/25/19
MS-13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX (6) WHERE THE BLOCK 4A APARTMENTS AND POND-11 GRADES TIE INTO EXISTING GRADES. 2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT
MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON-ERODIBLE MATERIALS SHALL BE SCALE: NA
PROVIDED. VII. EROSION AND SEDIMENT CONTROL MEASURES: NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CAD I.D.: ONO
CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
ACTION:ACKNOWLEDGED. UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE PROJECT:
CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NOT
MS-14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE ADHERED TO UNLESS OTHERWISE SHOWN HEREON THAT ARE DEEMED NECESSARY BY THE APPROVING AUTHORITY AND/OR SITE INSPECTOR. V I R G I N I A
WATERCOURSES SHALL BE MET. WAIVED OR APPROVED BY A VARIANCE. ST O R M W AT E R
SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING: 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND
ACTION:ACKNOWLEDGED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS FOR �RAo�N�. M A N A G E M E N T P L A N
LIVE WATERCOURSE CROSSINGS. 1. CONSTRUCTION ENTRANCE-3.02
A PAVED PAD LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR FOR
MS-15:THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS TO ENTERING THE PUBLIC RIGHT-OF-WAY.WATER TRUCKS SHALL BE UTILIZED IN THE EVENT THAT A PUBLIC WATER SOURCE
COMPLETED. 2. SILT FENCE-3.05 IS NOT AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE STREETS AND TAKE WHATEVER MEASURES ���������
ACTION:ACKNOWLEDGED.
A PROTECTIVE BARRIER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN AND DUST-FREE CONDITION AT ALL TIMES. ����� ��
CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE.
MS-16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT THE ������ ��R y���v
TO OTHER APPLICABLE CRITERIA: 3. SUPER SILT FENCE-N/A WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES. D' ��r
REINFORCED SILT FENCE TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING ��������
a.NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE. 7.THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN APPROVED EROSION
AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING,SEDIMENT TRAPS,OR SEDIMENT FILTER BAGS. L OCAT I ON OF SI T E
b.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 4. STORM DRAIN INLET PROTECTION-3.07 ROUTE 29 SEMINOLE TRAIL RD
A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. EROSION AND SEDIMENT CONTROL NOTES
c.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT AND STATE ROUTE 643
TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS 1. UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED
OR OFFSITE PROPERTY. 5. OUTLET PROTECTION-3.18 AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND POLO GROUNDS ROAD
STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES SEDIMENT CONTROL HANDBOOK(LATEST EDITION). CHARLOTTESVILLE
d.MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND OR PAVES CHANNEL SECTIONS.
PROMOTE sTaBiuzaTioN. ALBEMARLE COUNTY, VA
6. TEMPORARY SEEDING-3.31 2. FOR ADDITIONAL DETAILS AND SPECIFICATIONS NOT SHOWN HEREON, REFER TO THE LATEST EDITION OF THE VIRGINIA
e.RE-STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON A DISTURBED AREAS BY SEEDING WITH APPROPRIATE EROSION AND SEDIMENT CONTROL HANDBOOK.
RAPIDLY GROWING ANNUAL PLANTS. �� B O H L E R
f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 3. ALL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. �
ACTION:ACKNOWLEDGED. 7. P E R M A N E N T S E E D I N G-3.3 2 E N G I N E E B I N G
THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. 4. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY
MS-17:WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS,PROVISIONS SHALL BE MADE VEGETATION COVER.
TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS 28 BLACKWELL PARK LANE, SUITE 201
8. DUST CONTROL-3.39 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY WARRENTON VIRGINIA 20186
TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND CONSTRUCTION ACTIVITIES. '
EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A TO PREVENT POSSIBLE FUTURE OFF-SITE CONTAMINATION. Phone: (540)349-4500
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS Fax: (540)349-0321
MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ALL MATERIALS INDICATED ON THIS PLAN SHALL CONFORM TO THE SPECIFICATIONS AND INSTALLATION GUIDELINES SET FORTH IN 6. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES DAILY. ANY DAMAGED CONTROLS SHALL VA BohlerEn COm
ACTIVITIES. THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK(LATEST EDITION)AND THE DETAILS AND SPECIFICATIONS SHOWN BE REPAIRED OR REPLACED BY THE CLOSE OF EACH WORKING DAY. � g�
HEREIN.
ACTION:SEE EROSION AND SEDIMENT CONTROL NOTES,NUMBER 10. 7. THE CONTRACTOR MUST NOTIFY THE LANDSCAPING SUPERVISOR PRIOR TO THE INSTALLATION OF ANY TREE PROTECTION LTH
VIII. SEQUENCE OF CONSTRUCTION: OR PLANT MATERIAL. OF
MS-18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL � �/
SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY PHASE I 8. ALL STORM AND SANITARY SEWER LINES, NOT IN STREETS, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER Cj
THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE BACKFILL. Q 2
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND 1. OBTAIN ALL REQUIRED PERMITS. V R N YA R y
SEDIMENTATION.
2. ATTEND PRE-CONSTRUCTION MEETING. 9. ELECTRICAL POWER, GAS SUPPLY, AND TELEPHONE TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14
ACTION:ACKNOWLEDGED. 3. CONTRACTOR SHALL CONTACT JURISDICTION AT LEAST 1 WEEK PRIOR TO COMMENCING CONSTRUCTION. DAYS AFTER BACKFILL. .� LIC. NO. 04O2OJC62�J 4i
4. CONTRACTOR SHALL STAKE AND FLAG LIMITS OF DISTURBANCE. `.-
MS-19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT 5. CONTRACTOR TO INSTALL SEDIMENT FILTER BOOT ON POND-11 RISER ORIFICE. 10.AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ANY BOND RELEASE,ALL TEMPORARY SEDIMENT CONTROLS SHALL �
DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER �I� 1/25/19 v
RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS 6. CONTRACTOR TO INSTALL ALL PERIMETER CONTROLS AND PERFORM GRADING SHOWN IN PHASE I TO INSTALL THE BE REMOVED AND ALL DENUDED AREAS STABILIZED. �s G G`�
CONSTRUCTION ENTRANCE PRIOR TO THE START OF ANY MASS EARTH MOVING ACTIVITIES. S'ONAL`�
AND CRITERIA: 7. CONTRACTOR TO BEGIN MASS EARTHWORK OPERATION TO REACH PROPOSED PAD ELEVATION. AS EARTHWORK IS BEING 11.WORK WITHIN THE RIGHT-OF-WAY SHALL BE PERFORMED IN A MANNER SO AS TO LIMIT THE DISTURBANCE TO PUBLIC
a.CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN PERFORMED,CONTRACTOR TO ENSURE THAT ALL TEMPORARY DIVERSIONS ARE MAINTAINED TO KEEP RUNOFF DIRECTED TO TRAFFIC INCLUDING PEDESTRIAN AND BICYCLE ACCESS.
ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN IN PHASE I OF THE EROSION AND SEDIMENT CONTROL PLAN. SHEET TITLE:
RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE $� CONTRACTOR TO PROVIDE TEMPORARY SEEDING AND DUST CONTROL OF ALL DISTURBED AREAS AS NEEDED. E R O SI O N VC
PIPE OR PIPE SYSTEM SHALL BE PERFORMED.
NOTE: CONTRACTOR SHALL NOT COMMENCE PHASE II OF THE EROSION AND SEDIMENT CONTROL PLAN PRIOR TO THE COUNTY
b.ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: EROSION AND SEDIMENT CONTROL INSPECTORS APPROVAL AND COMPLETION OF ALL PHASE I CONSTRUCTION. SE D I M E N T
(1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE PHASE II CO N T RO L
CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION;
OR 1. CONTRACTOR TO BEGIN BUILDING CONSTRUCTION AND INSTALL WATERLINE,SANITARY MAIN,AND STORM SEWER. N OT E S
�2� 2. CONTRACTOR TO INSTALL STORM INLET PROTECTION IMMEDIATELY AFTER PROPOSED STORM INLETS ARE INSTALLED.
(a)NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO (2)YEAR STORM TO VERIFY THAT STORMWATER WILL 3. CONTRACTOR TO BEGIN CONSTRUCTION OF CURB AND GUTTER. SHEET NUMBER:
NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS;AND 4. CONTRACTOR TO BASE PAVE THE PARKING AREAS. � 202
5. CONTRACTOR TO INSTALL ALL PROPOSED SIDEWALKS. _
(b)ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM 6. CONTRACTOR TO PERMANENTLY SEED ALL DISTURBED AREAS AS SOON AS FINAL GRADE IS MET.
TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS BY THE USE OF A TWO (2) YEAR STORM TO
DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS;AND NOTE:CONTRACTOR SHALL NOT REMOVE EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO COUNTY EROSION AND
(c)PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY THAT SEDIMENT CONTROL INSPECTOR APPROVAL. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS:
STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM.
H:\15\V152000\DRAWWGS\PLAN SETS\SECTION 1\BLOCK 8A-SENIOR LIVING FACILITY-FINAL SITE PLAN\WPO BLOCK 8A-SENIOR LIVWG FACILITY\V1820230NO.DWG PRINTED BY:CHEDGES 1.28.19 @ 11:09 AM LAST SAVED BY:CHEDGES
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Crownvetch 9$ 65" Z �� W w m �� >� �w
TASLE 3.31-C L,espedeza, Karean �7 85"' � � w� a� = w z Z> �w
� ~ �� �J m
"FEMPaEiARY SEEDING PLANT MATERIALS,SE�I]iNG RATFS, AND f]ATFS L.e5pedeza, SeriCea 9$ 85" F�I c�n Z cn == m �_ _� =N
ZQ� c�� o �� �� ��
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SEEA�NG RAT� NdRTI3a 50IITH� � o �~ r�
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PLANT Q �� �z
�i� siz sris a�is sn 9�� CHARA�'['&RISTICS Bluegrass, Kentucky 97 SS .�,i � �_
SPECIFS A�re �aDo ft� w co co io �o to J O w a�,
ai3a aii5 �u� a�3o �r� iins Fescue, Tall (Irnpraved, > �a Y w�,
Tur€-Type Cultivars} 9$ $5 w � a o � a� Q�
�ATS 3 bu.(up to 100 lhs., Z Ihs. X - 7C - - L`se sprin�varieties{e.g.,Nohle}. F�e5Ct1E, Tali (Ky-31] �� $� w � � w } Q �
(Avena sa[i�'a} not less than SO lbs.] Fescue, Red 98 g5 � w a a � Z w = ~J
� �(n Z � � YY� d o0
Ry£`� 2 bu.[up to 110 3h�., 2.5 Ihs. X - X ?C - 7C [1se fnr late fall seedings,winter R�{���� 9� $Q Z w � z z O O w w w"
cover_Tolerates cold aod law � Q w O } } � 0 o w
L.�-� rnoisture. R�£Ci �allc�lf��r35S g� g� , w w cn � c� � � � � o�
Secale cereale not I�ss[han 50 16s.} H H Q
PC��nnidl Ry��ra�5 9$ �� /�\ � a w o w w w x �w
GERMAI�E MILL.HT 50 16s. approz_ 1 ib_ - X - - Y. - Warm-season aanual.Dies at first ��. �Q � z m z z z a
o,�
Setaria italica] fivs[. May be adcled to sumsnes W e e p i n g I.o�e gr�s s g� �7 '' �Z ������� o m
mixes. Q
� -
ANNUAL l2YEGRA55` GO lbs. l'fe lbs. 7i - X X - K Zviay be edded in mixes.W'sll �1111Jaj5 Z� �
Q�
� lium multi-florum) mDW ovt of mos[stand�s. J�
w����n�c �s ies. s��o�. - x - - x - w�„-���t�. r�ay A.nnual Ryegrass 97 9a
Lv��G�ass 6unc�.Tolerates hai,ary 5�0�5 German Miltet 98 8S
fEra¢rostis urvula and acid, inFertile soils.May kx: REV I SI ON S
�a�ea�o m;K�. Dats 48 $U
KOREAN 2s i�. ar,n�ua. i�� x x - x x - wa��n����iegua�. Cereal Rye 9$ 85 REv DATE COMMENT BY
LESPEDSZA� lbs. Tnlerates acid soils. May be
L.as • exa stioulacea3 a�lr3ed[o mixes.
* Seeci containin�prohibited or restrictecl n��xious we�.�.s should not be accepted.
a Northem Piedmont and Mountain regian. See Plates 3.22-1 as�d 3.22-2. Seed should not cQntain i�� excess af U.S�o weed seed. Tn cal�ulate percent pure,
b Svuthern Piedmoat and Coastal Plasn. �1VC SCC�, muttiply germination times purity and r�ivide by :00.
� May be used as a co�er erop with spring seeding.
d May be used as a cover crnp with fall seeding. w Example: Ky-31 `I'al] Fescue with a germinata[�n af$5 percent and a purity of
}C May be planted between t�ese dates_
- May n�,�be glanted between these dates. `'' 97 percent,
.�
97 x 85 = $245. 8245 � laQ = 82.45 percent pure live seed.
� I '* Inclvdes "hard seed"
1
GutterBuddyT""General Specification
1A Description
�.1 This work shall consist of{urnishing,placing,maintain'mg and remo�ing the GutterBuddy`"'
sediment control de�ice as dfrected by the engfneer and as shown on the contract drawings ��� - 3�l
�.° ^^atFr;a�: CONSTRUCTION OF A SILT FENCE 3.05 E2 GRAVEL CURB INLET SEDIMENT 3 07T g �
Z.1 GutterBuddy�"'
The�utterBuddyN s�a����5ynt�e#��f����r ma�u���ture�fro�,���Y��ed synt��t��f��ers. (WITHOUT WIRE SUPP ORT) FILTER �
�
Z.1.1 The Gutter8uddyTM'will be manufaetured to be 9"in diameter and are a�ailable In 4',6',8`,10', 1
1 Z',14'and 15'lengths and a mfnfmum of twenry-four�24�fnches longer#han the�urb inlet �, SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH -� _�-
opening. This will a31aw for sufficient length#o�o�er the€nlet with twelve(12)inches beyond �- �
the inlet o�i i�ath ends. UPSLOPE ALONG THE LINE OF �
STAKES. � KNOW WHAT'S BELOW
3.o Constru�tian 5equence 6'�""X /�'� / ALWAYS CALL 811
3.1 Genera! - � � � --- � � /\ �
�,� � � � �� � � �, _ BEFORE YOU DIG
3.1.1. Instalf the GutterBuddyT"'in front of the curb inlet opening. Each end of the Gutter6uddyT'�' -�� �/� _ II� � �/� �
/ - � �� / � IYs fast. IYs free. IYs the law.
should o�erlap the curb iniet approximately 12". �� � � � � ��II
�i / / -
3.1.2 The GutterBuddy"�should be�leaned if a visual inspectian sf�aws silt and debris build�p � �-� � NOT APPROVED FOR
around the GutterBuddy�"'. �W � � �_ � � -
� � CONSTRUCTION
3.1.3 To remove the GutterBuddy'"',!fft out of the opening. - III - '" III - '"� � / /
a' r
3.1.4 The Gutter8uddy'�'is reusable. �n�e the constrUctian project is complete and it is no longer 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT �� PROJECT No.: V182023
TO STAKES AND EXTEND THE EXCAVATED SOIL.
needed For sediment control,rema�e,ciean and store out of the suniight until needed fln IT INTO THE TRENCH. DRAWN BY: CPH
the next project. CHECKED BY: RTY
r GRAVEL#FILTER DATE: 1/25/19
3.1.5 Ponding is likely if sediment is not remo�ed regularly. Inspection of Gutter6uddy�"'should be i 12" SCALE: NA
on a regular basis and Immediately after major rain events. j j RUNOFf WATER WIRE MESH
/� /� WITH SEDIMENT CAD I.D.: ONO
4.0 Basis af Payment /�- / � - / FILTERED WATER
4.1 The payment for any GutterBuddy"�'used during the canstruction is to 6e induded in the bid / � IIII � ���� o a PROJECT:
of the overall erosion and sediment control pEan and pri�ed�y the linear foot. � � I_ �W�� � i_ ,i °e = V I RG I N I A
� -
- ,,, _ ���� _ ,,, ��� ' I I � � ` �� o - STORMWATER
SHEET FLOW INSTALLATION III I-�I � � � - MANAGEM ENT PLAN
�PERSPECTIVE VIEW) - o a � -�
� SEDIMENT �IIII I I a "� FOR
A 3 MAX. A � �
.J�il�ei,"��_. e ��\ CONCREfE GUTTER ���������
/ _ 12 CURB WLET ����� �,Q�
Albemarle County Design Standards Manual - Engineering SIMILAR PRODUCTS IN THIS FAMILY: _ �y
GUTTERGATOR GU7TEREEL // �j//\ \ \ ������ ����}�Y/fV
b l��\JJ
� - �`,�►�� � I IIII�I I SPECIFIC APPLICATION -�°a��"���°�°�
,' � _� i ��� . �+a�x POINTS A SHOULD BE THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE
��, HIGHER THAN POINT B. PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE LOCATION OF SITE
.�,;r,�F � �,;� � 80�.448.3635 � ��� ,
. ti ir�. a�f�""'r°nme�ta'.�°"�' . DRAINAGEWAY INSTALLATION OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ROUTE 29 SEMINOLE TRAIL RD
uv�r�sr=�,.��u-Tiah
,�,�=;,��r,`; � �` �•' �4µ!-Lri a�,i��,�T -,�� (FRONT ELEVATION) AND STATE ROUTE 643
` �,,�f �'f��"��'r ��XI:;"If*:G NOTE: APPLICANT REQUESTS TO INSTALL GUTTER BUDDY INLET PROTECTION * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. POLO GROUNDS ROAD
SOURCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR
`�'' �`�r '� P�'�.'�����NT PER THE ABOVE MANUFACTURERS SPECIFICATIONS. GUTTER BUDDY'S TO BE CHARLOTTESVILLE
`- � SEDIMENT CONTROL,VA. DSWC, SHERWOOD AND WYANT SOURCE: VA DSWC
;� c_- +� t r'"' .."" - .. -�-�'--: � :i=•:- .;.`'. :' �i �
��'� �'������ `� '' � �` � '�--- LOCATED AS SHOWN IN EROSION AND SEDIMENT CONTROL PLANS.
�(��������'�fi � ALBEMARLE COUNTY, VA
. . 1992 3.°5 pIpE OUTLET CONDITIONS 3$TE,
� J�. �';� �li �3�J.� .�' 'JL'•�-�.;15I- L�:u�IL
p���-IL� Curb Inlet CONSTRUCTION OF A SILT FENCE A A
(WI TH WIRE S I�PPOR T) ``, B O H L E R
1. SEi POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE Posrs. E N G I N E E B I N G
TRENCH UPSLOPE ALONG THE LINE
,7�'' fa"� h;J. - OF POSTS. 3d�
vr��`4t ���` 28 BLACKWELL PARK LANE, SUITE 201
'���'�`;���-�'� i�'�� ,�,;� �A�PI�,4�T F�.�+��;'C� `�;,� O d0 WARRENTON,VIRGINIA 20186
,�,C^E�S ��.�' !h',4.�Hh.�;;� \ _
�.�r ��;.�` __j j ' PIPE OUTLET TO Phone: (540)349-4500
� ; � �;:� , ,, �� � j i ���,\\ \ �� � � 1 FLAT AREA WITH NO VAX. BohlerEn9-�com
� _/ � � DEFINED CHANNEL
��v�-�.�`,�t�:,� ex��T �vu ,� a�o _ �-� /� _ � I l � PLAN VIEW @ g
� � �.��._-,�r �r, �� 2;c P°��v�F`dF•�TJ� �\\ I � �f LTH
,,.�`i���.��_L�:���� -~ "Ll 'z' P.4 hJ.*' � ;'� J + �I (� � ���� - ��� ` ' II��
� ��'�` � '��,� � r �� V 1 - �� � � OF
�'( :�1����.,� Minimum 1 foot overlap / / - /' /� - ° `
�,�. s�.�.- ���, `�� f c�� _ c�i /
�, �_ - � � I �= o%-� _ � �� �2
F�t�:ir•��+r r.�i�.�ir,ar,r�r , ,
*r,r��- E;�r-s�J� r���- �,��i�7� �. I d V �
l r ;E��I`.'Ev7 - I�GI�
C�F I@JC•RC;S AN�'• CCRE�� I A� FLow i'"' IIII��'�� I I �
e�F�r�,�ii���v x Tr��. ��r,ir� n�„i�� R NYA R �
4,.
SECTION A-A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED w Lic. No. 0402056625 4i
PI AAI 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FOR ENTIRE PERIMEfER "V �
Lf'S1 V
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
A ��it�� 1/25/19 G�1�
'- 1 i' 4°I V. 3d (MIN.) ss�O ��`
�-- �N��-�i i •�v�t ��i���i ri„c.� G U T T E �t� �' p a NAL
..,n ��v��vr R g � �
TC� .�E
� Lf h� F'I�J _`v'It_t �
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FILTER FABRIC SHEET NUMBER:
�,�,���������� ��tt,���, ����� r�-� r������}��� �etl`utier�t � 4��������r ����u�z,ti��5����r������,��� G U TT E R B U D DY R C u rb I n let D ra i n F i I te rs SECTION A-A FILTER CLOTH �
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�IIIL I I " W�R�I � NOTES: FOR ENTIRE PERIMEfER �
ry �*l# up PROJECT: � �'-�
���ELJ l��f'A��l 1���K -I - 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4.
��, }4� � CITY: DR. BY: Source: Adapted from Installation of Straw and Fabric Filter 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES.
STATE: DATE: DR. N0: Barriers for Sediment Control, Sherwood and Wyant Plate 3.05-1 SOURCE: VA. DSWC
H:\15\V152000\DRAWWGS\PLAN SETS\SECTION 1\BLOCK 8A-SENIOR LIVING FACILITY-FINAL SITE PLAN\WPO BLOCK 8A-SENIOR LIVWG FACILITY\V1820230NO.DWG PRINTED BY:CHEDGES 1.28.19 @ 11:09 AM LAST SAVED BY:CHEDGES
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EMERGENCY SPILLWAY DESIGN (NIA) ^ � � � ������ �a
WITH OR WITHOUT AN EMERGENCY SPILLWAY w o z ��
� � 21. REQUIRED SPILLWAY CAPACITY Qe = Q25 - Qp = NIA [_] Z Q � �o
SEDIMENT BASIN SCHEMATIC PLATE � (� J � Q�
3.1 4-2 w w � Q � Q a ��
PROJECT: BROOKHILL SENIOR LIVING FACILITY PLAN WPO 22. BOTTOM WIDTH(b) = N/A � Z w a a v } ?a w o
EXIT CHANNEL SLOPE(S) = E LE VAT I O N S � Z g U W� w �Q �Z-U' o w
LOCATION: SOUTHWEST AREA OF SITE J �� a Q � �� �� m w
EXIT CHANNEL MINIMUM LENGTH(x) _ � Q w �w O O w w a m
(FROM TABLE 3.14-C) ~ � Q� =j � �j �Z �N
U �Z w O w ¢O O w �a
TOP OF DAM � � �v� � m cn z c� z w
EL. 403.25 0 � r w
ZQH ♦�����♦ �
ANTI-SEEP COLLAR DESIGN (IN USE) � Q �g w Q
BASIN#: POND 11 23. DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST(Y) = 11.25 FT j �a Y a�=
DESIGN HIGH WATER � � w a � a Q �o
SLOPE OF UPSTREAM FACE OF EMBANKMENT(Z) = 3.00 FT (25-YR. STORM EL. 401.25� } Q�
U O � a o
(3.6 0 A C R E S O F D I S T U R B E D R U N O F F 2.0 M I N. w Z o w } =Q
DRAINAGE AREA: 17.02 ACRES BEING TREATED WITH THIS PLAN) SLOPE OF PRINCIPAL SPILLWAY BARREL(Sb) = 0.0358 FTIFT 3.0' MIN. ~ C� w a Q g Z w = �'
� (n Z � � YY� a o0
LENGTH OF BARREL IN SATURATED ZONED(Ls) = 92 FT 6 7 C.Y.�A , 0.5 MIN.� 1.0' MIN. ?p a w O � � w � ��
BASIN VOLUME DESIGN °DRY'� STORAGE T /,\ w� a w O w w w = �"
EL. 400.25 T �' >m � zmzzza w
ow
24. NUMBER OF COLLARS REQUIRED = 3 67 C.Y.�AC. RISER CREST EL. 402.75 e�� �Z ������� �o
WETSTORAGE �WET" STORAG �Q o°°
DIMENSIONs = 8.0'x 8.0' x 8.0'x 8.0' EL 399.00 DEWATERING DEVICE p -
1. MINIMUM REQUIRED VOLUME=67 CU.YDS.x TOTAL DRAINAGE AREA(ACRES) EL. 399.00 Z� �
(FROM PLATE 3.14-12) Q�
67 CY x 17.02 ACRES = 1,140.34 CY SEDIMENT CLEANOUT POINT J�
EL. 395.10
FINAL DESIGN ELEVATIONS R E V I SI O N S
2. AVAILABLE BASIN VOLUME= 1,560.35 CY AT ELEVATION 399.00 DESIGN ELEVATIONS WITHOUT
(FROM STORAGE-ELEVATION CURVE) 25. TOP OF DAM = 403.25
EMERGENCY SPILLWAY REV DATE COMMENT BY
DESIGN HIGH WATER = 401.25 (RISER PASSES 25-YR. EVENT)
EMERGENCY SPILLWAY CREST = N/A
3. EXCAVATE 1,560.35 CY TO OBTAIN REQUIRED VOLUME*
PRINCIPAL SPILLWAY CREST = 40025
*ELEVATION CORRESPONDING TO REQUIRED VOLUME
DEWATERING ORIFICE INVERT = 399.00
=INVERT OF THE DEWATERING ORIFICE.
CLEANOUTELEVATION = 395.10 SOURCE: VA DSWC
4. AVAILABLE VOLUME BEFORE CLEANOUT REQUIRED
ELEVATION OF UPSTREAM TOE OF DAM = 389.00
33 CY x 17.02 ACRES = 561.66 CY
(EXCAVATED BOTTOM OF"WET STORAGE AREA"IF EXCAVATION WAS PERFORMED)
5. ELEVATION CORRESPONDING TO CLEANOUT LEVEL = 395.10
(FROM STORAGE-ELEVATION CURVE) ELEV. AREA ACC.VOL. ACC.VOL.
(SF) (CF) (CY)
389.00 645 0 0.00
6. DISTANCE FROM INVERT OF THE DEWATERING ORIFICE TO CLEANOUT LEVEL = 3.9 FT
(MIN.=1.0 FT) 390.00 111 378 14.00
391.00 1,699 1,283 47.52
DRY STORAGE 392.00 2,417 3,341 12374 •
7. MINIMUM REQUIRED VOLUME = 67 CY x TOTAL DRAINAGE AREA(ACRES) 393.00 3,257 6,178 228.81
67 CY x 17.02 ACRES = 1,140.34 CY 394.00 4,229 9,921 367.44 / 1 �
395.00 5,320 14,696 544.28 /
8. TOTAL AVAILABLE BASIN VOLUME AT CREST OF RISER = 2,176.73 CY AT ELEVATION 40025 396.00 6,547 20,629 764.04
(FROMSTORAGE-ELEVATIONCURVE) 397.00 7,905 27,855 1,031.67 KNOW WHAT'S BELOW
398.00 9,596 36,606 1,355.76 ALWAYS CALL 811
BEFORE YOU DIG
9. DIAMETER OF DEWATERING ORIFICE = 6 IN. 399.00 1,452 42,130 1,560.35
IYs fast. IYs free. IYs the law.
400.00 20,724 53,218 1,971.02
10. DIAMETER OF FLEXIBLE TUBING = 8 IN. 401.00 23,709 75,434 2,793.85 N OT AP P ROVE D FO R
(DIAMETER OF DEWATERING ORIFICE PLUS 2 INCHES). 402.00 27,957 101,267 3,750.63
CONSTRUCTION
403.00 31,403 130,947 4,849.89
PRELIMINARYDESIGNELEVATIONS 404.00 34,584 163,941 6,071.87 PROJECTNo.: V182023
DRAWN BY: CPH
11. CREST OF RISER = 400.25
CHECKED BY: RTY
TOP OF DAM = 403.25 DATE: 1/25/19
SCALE: NA
DESIGN HIGH WATER = 401.25
CAD I.D.: ONO
UPSTREAM TOE OF DAM = 389.00
o � PROJECT:
c � VIRGINIA
BASIN SHAPE n
12. LENGTH OF FLOW(L) m HOLESUR�2R DIAF y
� STORMWATER
EFFECTIVE WIDTH(We) - ZZ 56 n A � A � � TOP STIFFENER (IF REQUIRED) o M A N A G E M E N T P L A N
N IS _X_X_ANGLE WELDED TO � FOR
IF>2,BAFFLES ARE NOT REQUIRED X N O p TOP AND ORIENTED PERPENDICULAR TO
CORRUGATIONS. � ���������
IF<2,BAFFLES ARE REQUIRED �
O O � O TOP IS _ GAGE CORRUGATED METAL �'C ����� ��
RUNOFF O OR 1/8" STEEL PLATE. PRESSURE
RELIEF HOLES MAY BE OMITTED, IF � ������ ������
ENDS OF CORRUGATIONS ARE LEFT �
PLAN VIEW ATTACHEDEN WHEN THE TOP IS � �[,°�����°�°Ry
13. Q 2 = 55.65 CFS (FROM CHAPTER 5) �� al� JL )r
(0.65 X 5.03 X 17.02)
�- � � � LOCATION OF SITE
ALLAAROUND r � WE DED CYLINDER IS _ GAGE CORRUGATED METAL � ROUTE 29 SEMINOLE TRAIL RD
PIPE OR FABRICATED FROM 1/8" STEEL
14. Q 25 = 82.75 CFS (FROM CHAPTER 5) H PLATE. � AND STATE ROUTE 643
(0.65 X 7.48 X 17.02) �
� POLO GROUNDS ROAD
PRINCIPAL SPILLWAY DESIGN 8" MIN. NOTES: � AL EMARL�E CO NI TY� VA
1.THE CYLINDER MUST BE
#s x ��" FIRMLY FASTENED TO �
15. WITHEMERGENCYSPILLWAY,REQUIREDSPILLWAYCAPACITY Qp = Q2 = NIA SPACER BAR THE TOP OF THE RISER.
(lYPICAL) SUPPORT BAR SIZE
WITHOUT EMERGENCY SPILLWAY,REQUIRED SPILLWAY CAPACITY Qp = Q25 = 8275 CFS (RISER AND BARREL) �#6 REBAR MIN.� Z.SUPPORT BARS ARE
WELDED TO THE TOP OF "', B O H L E R
RISER DIAMETER THE RISER OR ATTACHED E N G I N E E B I N G
16. WITHEMERGENCYSPILLWAY: BY STRAPS BOLTED TO
w
ASSUMED AVAILABLE HEAD(h) = TOP OF RISER. � �
SECTION A-A ISOMETRIC � � 28 BLACKWELL PARK LANE, SUITE 201
h = CRESTOFEMERGENCYSPILLWAYELEVATION - CRESTOFRISERELEVATION o r^ WARRENTON,VIRGINIA 20186
Phone: (540)349-4500
WITHOUT EMERGENCY SPILLWAY: FBX: (540�349-0321
VA@BohlerEng.com
ASSUMED AVAILABLE HEAD(h) = 1.0 FT(USING Q 25) N O T E.
h = DESI�NHIGHWATERELEVATION - CRESTOFRISERELEVATION IF PREVIOUSLY INSTALLED ANTI-VORTEX DEVICE HAS BEEN REMOVED AT THE TIME OF CONSTRUCTION, �.TH Q
CONTRACTOR SHALL INSTALL AND MAINTAIN ANTI-VORTEX DEVICE ON SEDIMENT BASIN SHOWN ABOVE UNTIL F`
THE COUNTY INSPECTOR APPROVES THE TRANSITION TO A PERMANENT FACILITY AND RISER STRUCTURE. �
17. RISER DIAMETER(Dr) = 96 IN. ... ACTUAL HEAD(h) 1.0 FT �
CI
(FROM PLATE 3.14-8) NOTE:AVOID ORIFICE FLOW CONDITIONS Q Z
RISER CALCULATED USIN�THE TOTAL FLOW-82.75 CFS V R N YA R y
.p Lic. No. 0402056625 �
18. BARREL LENGTH(I) = 220.00 FT
HEAD(H)ON BARREL THROUGH EMBANKMENT = 21.0 FT �
�it�� 1/25/19 G`�1�
(FROM PLATE 3.14-7) ��'ONA���
19. BARREL DIAMETER = 601N. - REINFORCED CONCRETE PIPE(RCP) SHEET TITLE:
(FROM PLATE 3.14-B[CONCRETE PIPE]OR PLATE 3.14-A[CORRUGATED PIPE])
20. TRASH RACK ANTI-VORTEX DEVICE S E D I M E N T
DIAMETER = 126 IN. B A S I N D E T A I L S
HEIGHT = 451N.
(FROM TABLE 3.14-D)
SHEET NUMBER:
C- 204
H:\15\V152000\DRAWWGS\PLAN SETS\SECTION 1\BLOCK 8A-SENIOR LIVING FACILITY-FINAL SITE PLAN\WPO BLOCK 8A-SENIOR LIVWG FACILITY\V1820230NO.DWG PRINTED BY:CHEDGES 1.28.19 @ 11:09 AM LAST SAVED BY:CHEDGES
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STORMWATER NARRATIVE
PRE D E�/ EL OPED D RAI NAGE AREAS � � w � � Qo ��
H (n z 0 2� ��„
PRE DEVELOPED CONDITIONS � �s�8� � A � � � � - _ �� � � � � � �� �� � '� Z �O i� Q� � '��, �w
c� a � �
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IN ORDER TO ACCURATELY REPRESENT THE EXISTING CONDITIONS,AND FOR THE PURPOSE OF DESIGNING THE STORMWATER � I I , -'�,_��,-___\�����`,����� � \'� ' ��� � \ � \ � � � � � \� �� -_�-'_\; �i i ; _ `, ��� `���\\ 1 \ M..,� w � � Q J g � J o�
MANAGEMENT SYSTEMS NEEDED TO MEET THE REQUIREMENTS SET IN CHAPTER 870 OF THE VIRGINIA STORMWATER MANAGEMENT 'i'I�, I I '---- --- . � � �� ` \ �' ��`--�-�_------ �` � ' �' -'- � � ' - ' ` ` �`�
. _ __ __ _
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li i y -- � � � �� � `� � ` � �\ �` � � - \ -------- i �'' �� > � � � Z a � s w
PROGRAM VSMP REGULATIONS,THE EXISTING CONDITIONS DO NOT TAKE INTO ACCOUNT THE IMPROVEMENTS PROPOSED WITH ,��;��I��II __ �` ` ` \` �� �� � � �� � ` � �� � ` � � _ �� i �--�_ �. . ' �/
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THE FOLLOWING PLANS: ��� � I I I ���� � � � ' � �--- _ �� ` � � � � \ � � A � � ' ••'' � I � �
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iiii ii i � i � i oo � �,\'�� ` ' i i � � i J � i i � � � '. _ � � __----• � � � � \ w Z Q � a�
• ROAD IMPROVEMENT PLAN TITLED"ROAD IMPROVEMENT PLAN FOR STATE ROUTE 643 POLO GROUNDS ROAD AND BROOKHILL I I � \ --- 1 1 1 --'' � / I - -- � � }_
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SECTION 1 BLOCK 4A"DATED 7/31/2017, REVISED 3/7/2018 � �:+'p �� ' � ; ; i ; 1 ; � � / ; � � � _ '' ' `. w � `�
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• WPO PLAN TITLED"VIRGINIA STORMWATER MANAGEMENT PLAN WP0201800013 FOR BROOKHILL ROAD IMPROVEMENT PLAN � ,, �,�, �, `,_, ----_- � / , � . ,� / .' �: ; ; 0 � , � \ � - �` _ w w a ¢ -
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PHASE I STATE ROUTE 643 POLO GROUNDS ROAD&BROOKHILL SECTION"DATED 12/15/2017, REVISED 4/12/18. �„��� -�',��; ` �--__ _ , � , ,% , pc1� ' �� k6 �� : � ,�� � �' � � \ � \� � --" `'\\ \\�•, � �` \ � Z w a a v } c�z ��
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• WPO PLAN TITLED"VIRGINIA STORMWATER MANAGEMENT PLAN WP0201800051 FOR BROOKHILL BLOCKS 4A AND 46 -- I���� ''----- /-' �' �.-'' �' .' ,' �/ `, \ � � � � \ '�\ �`,\ � �\ �. � g- w w w g a -c� J
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APARTMENTS"DATED 6/8/2018, REVISED 9/24/18. 1r,- `��\ ` � �- � ' �' ,�� .j ; ,- ,,- , �' ,' ,' , �CJ ; � � � � � � __ �,� , � � x ��� Q c~i> x w z z> �m
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• WPO PLAN TITLED"VIRGINIA STORMWATER MANAGEMENT PLAN WP0201800050 FOR BROOKHILL BLOCK 3 ICE RINK"DATED �"" � `--- -------- �, ,- � � . /----�, � � ` � Q w �w o o w w Q J
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4/2/18, REVISED 10/24/18. %;`-_' 1 r �`�' ---'-- ----------- �--"_ '�. .'� '� /,-�,,-_�-'',-- �':�_-i•,� ' . \� � ', \ -_ \�__. � ~ z Z� c�� O � � �� �
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THE EXISTING CONTOURS SHOWN IN THIS PLAN ARE FROM THE FOLLOWING: � �. , /,.-___;, 470- �,'� -'��� ;%.� ,-___---__ , � - '� '� \ � - � --- � v g H �
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• ROAD IMPROVEMENT PLAN TITLED"ROAD IMPROVEMENT PLAN FOR STATE ROUTE 643 POLO GROUNDS ROAD AND BROOKHILL "- I I I� I \`,` � ;��_____/;,,-�� ' ' _� ' "' ' %%'"-'�� ;�,- r , � -�`\ ��,,____ // � � � �\ \ � \ � w � d� � <�
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SECTION 1 BLOCK 4A"DATED 7/31/2017, REVISED 3/7/2018 �_-- � \` � � � �________ __-' � ;;�i, i i�_\�,� � � ���_ _-'� � \\ � _ _ _\ � � \� w r � a a�
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THIS PLAN SHOWS CONTOURS AND EXISTING CONDITIONS FROM THE BLOCKS 4A AND 4B APARTMENTS PLAN AND ROAD "_i��;�i� � � � � � I� �'�` � � � --''�� '� \� � \ �\\ � U` w w � � � � � a ��
IMPROVEMENT PLAN REFERENCED ABOVE TO CONVEY THE EXISTING CONDITIONS ON SITE WHEN THIS SENIOR LIVING FACILITY ----- �,�„� - � � � - i i� � � --- ___-- � z W w z
ii�in� � - � � i --� � � � ---- ____,-'��` � � J ` Z� QwO � � � � �
PORTION OF THE DEVELOPMENT BEGINS CONSTRUCTION.WHILE THESE CONDITIONS ARE SHOWN RELATE TO THE APARTMENTS �_,������I���� �\ / � � ,��_ _ _/ � - \ �� _ �_ ,, , \`� � '� w w � � � � � � � o�
AND ROAD IMPROVEMENT PORTIONS OF THE PROJECT,PRE-DEVELOPED CURVE NUMBERS FOREST AND MEADOW ARE USED FOR ,' u"�'n" � rl -�/ ', i - - � ,_ � ______ , , � � -� a w o w w w = a w
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THE SUBJECT SITE HAS ONE(1)POI, POI-11.THE EXISTING CONDITIONS OF THE SUBJECT AREA ARE MOSTLY FOREST AND MEADOW _.,__;; ��, - ����� � \ �� � _ Z� �
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AREAS.THERE ARE NO KNOWN EXISTING STRUCTURES LOCATED WITHIN THE SUBJECT AREA.THE EXISTING TOPOGRAPHY IN THE l°�\����'� �\�� - - ��- � - - - � ��� - - -_ � � _ \ \� Q c�i�
SUBJECT AREA HAS SLOPES RANGWG FROM APPROXIMATELY 5%UP TO 40%WITH AREAS OF PRESERVED AND MANAGED SLOPES U%`-�`�`� i�°',i � i -� I � � \ $
AS SHOWN ON THIS SHEET. %"^`.`�`�\\��;� - - - � �� � _ ' �- __,��. � - � � �
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DRAINAGE AREA 11 HAS A PRE DEVELOPED AREA OF 42.34 AC.AND A CURVE NUMBER OF 61.THE PRE DEVELOPED FLOWS FOR THE � / ; �I��� I � i � � � _ _ � I ^ i.� \\ _ � � � �� �
1-YEAR,2-YEAR,AND 10-YEAR STORM EVENTS FROM DRAINAGE AREA 11 ARE 10.76 CFS,23.44 CFS,AND 76.55 CFS, RESPECTIVELY. �.',. %; ','� I � � �. �� � �l- � '� � � � , � l $ REV DATE COMMENT BY
ALL OF THE RUNOFF FROM DRAINAGE AREA 11 IS CALCULATED TO FLOW DIRECTLY TO POI 11,WITHOUT BEING ROUTED THROUGH I� ,'% 'j�'', �.� \ _ �/ �I � ` - ,, � � -- - � ,_� ' ���"
POND 11 TO PRESENT THE CONDITIONS BEFORE THE PROJECT COMMENCES. ` � � ;; � � / , � � -
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I�I��II�� �I�� I I I � i '. , . � � , , , , � , � � � „ � ___ � , , , , , , , � , � ,� , , +,--"�.;�, � LOCATION OF SITE
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I I �1 I I� I I 1 i I \ \ 1 � / � � � � / � / � I I 1 I I � / 1 � \ � \ \ � 1 ��`� � ♦
Albemarle County Virginia(VA003} ilii� ii i I i i i i i��� �� ` � \ I� ,i^ � i i �` � � i i /ii i � i i� � ��i i � �"��� i `�\ � � � � � �\ � r`�-� oi
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i / / / / / i // l� I 1 1 \ \ � \ \ 1 � I t
I I� I� I��� �1 �I � / / / � / / 1 � -� � � / I � � / / / / � / �%�� / ��1 1 � � � � � I / \
� I 1 1 I / / /� � � i /i i i � i � � � � � � � � i
Ih 1 I II � � r � � i � � i �i i -- � � � / l � � � i ��� � �.-�� �I I � � � � � � � � � 1 � I � I �
Map llnit Symbol Map llnit Name Acres in AOI Percent ofA01 �q ��� �,�� �� ,� � -- '� / � � � � � ( � ` ' � ' - � � 1 � � � I ' ' �,o POLO GROUNDS ROAD
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q � � � i i i i � � � � � i i
i if��� ���� ��ii o � \ \ \ � � � i i i i � � ` � i i � � i i i Dc i
16 Chewacla silt loam 7.1 2.2% lii� ��`������` ��i / i� � � � ,_ \ ` � � � � � �
i �� i � � i �� , � � i � i i � i � � � � � � i i i i i ,
� � � CHARLOTTESVILLE
ii�i "��` ���` i��� ` � ���� � � 1 � � ` _ ' � � � � � � � � i i � i � � �� �� �
P o �i/�\ ����\�� ii I =_ i���\ i � � _ ' � �/ i / \ _ � X � � i i � i I i i i I I i � . i
27B Elioak loam, 2to 7 ercent 54.3 167/0 � y�� ��.� �.�� ,�. APPROX.BLOCK8AAREA 1�`�� � �� `` ` % % ' I � ` � ' � ' � ' ' � ' � � \� �• •' - ALBEMARLE COUNTY VA
S�O ES j��i���������� \� ��I� I � � �� ,J i � � � i i � � I /\� \� � � � i � � � � i � �� �� �� i' i e
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27C Elioak loam, 7 to 15 ercent 46.9 14.4% �'' � � `•••�,'„'�` � \ • _-----' / ' ' � � , ` � � , , ' � ' � � ' � \ ` � � ' ' �
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\ 1 I I ` / � '� ��' � � ♦ �/ / ' I I I 1
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27D Elioak loam, 15 to 25 ercent 9.0 2.8/o u , , . k � � � , , � , � � � , � , /
SIO es �\\�� ��. u u�u ihi . , ,�. . i,'/ •;•' I �r . .\ . ; � i � i i i � i � � � � � ` � \ �� � .
P \ �` � � ������I'��� / ' : :; '/�,'.' � � ' � ' ' � � ' ` � � \ �
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\����\ \� U iii�iid r --' i i i i i ��i� i� � � �� �I� �\ \�`�-------- .' /� i i i j i I � j �� � I � � �� � � � �� � i � �,
o `��a`� `�i i�i ii���iiPi O i � i i i � i �i , ` \ ___ � /�� \ / i i � i i � � � �� � �� � �� /���,
28D3 Elioak clay loam, 15 to 25 2.0 0.6/o �� ����� i� iiliiu iiii o �_, � '/i i 'i i':.�.% _ � . \�� -- ' .,i/ � i i i i i � i �� �` � � � \ �� ` � --- ','�
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percent slopes,severely ����\, � �� �n�'I�"� ---- J � ' �� ¢O ��3(t� _ � I � � � � � � ' ' � � , � � ���--- '
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34B Glenelg loam, 2 to 7 percent 10.0 3.1% ���`'�„\`��'� ��u„I�,;, ' � - r � • , � � � \\ � \ `, , -_��___ _ ',�,' Phone: (540)349-4500
slo es �i �`���"��` ii"�i o / \ . \'-----� _ � „ \ ������ �•�`;, -- ,-_ ------� � %/
p 'i1� ���`\liiu i o '� , �4-2�;-,'"-'.-'� _ � � \ ` � �` ---' �-_ , ., / FaX: (540)349-0321
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34C Glenelg loam, 7 to 15 percent 41.8 12.9% 1,��,'���`�`\\\��; ',',',il�',�� ��� � �,\-�-````-= ,�,--'� - � 1'� � , \`,•� •��---�, _-� �'---'�, VA@BohlerEng.com
slopes �',���� �����`„�� n�' -' i` ,�\' :-_� / ,-'. � /� `.�� �.� �---,-'" ---, �__
� ��� , � � � � \ ' _-----,,�� / \ . . `. �, , ,�,
�',���� ����� ,',���\� � � � I -_x �___-�`;�;: 1�",-'� � 1 �.`.� \` � ----- ,,- �,,�--
34D Glenelg loam, 15 to 25 percent 47.9 14.8/o ��'�� �������1�`��� I J���� �, ,'� � i�� �� ; _ __;; ,. � ' � � , ,, -=' � LTH p
slo es � I,� �� �u� I � . ����- , ,----- / �'� _ � ' \ .\ ' -,-`, p►
p ii1`11iii ����'� 1 I I �� � �\•�� .! n, \ � i i l /J � �� ✓_ ��\�` �/ � � I .��,/� ,_``_ / /
���i ���� ��� ,\ � �\� iii ��C ��,,,. _-�ii � -- w�� ) � ���
o �i �����i ����� ���i � \� . . \J jj ��`\ �����i�-- i i i i �� � � , - , �'� �/�� \ \�` \ -__�-', \ �
39D Hazel loam, 15 to 25 percent 80.2 247/o I �� � �� � � � , �� �� _ i. � � ' � � \���\ � �/i � C
S�O 2S � �������� ��������� - � � ���� �����������i i � � � � � � ���` � �,A' -- i i � � � �� I
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P ���� ����� �� � ��� � � _ � -� ���:\��;�___ ' ' / Q ?.
� �1�111 11\1 1� �\ \\�`____�I I II 1 � 1 i�/�i���;�� `\_ / l � / / � /
� � \ ��- II I `i i�����
39E Hazel loam, 25 to45 percent 7.8 2.4% � ;I� �" `��� , \ ____-.. , �� � `� � .; � �'� % �I _ _ � � R N YA R
SlOpes i i i i i��`������'�� � ;`� --- ii � � •.;%./�`��'�__ , , � � / _ _ - - �
0 III II \\�`,\1111I111II11 r\ �\ `� ' ____/�/'� \\ � ^ 1 ��1�`<(�� \1 � \ / � ' _ - - - - ._ - -- V
76 Riverview loam 0.4 0.1/o I �\i i i i i�i i � \ � .'i � ��\\.` ,,J, � � �.
Lic. No. 0402056625
I � ,������� � �� ___�;;:, � 1 � I � •,,, ,;, - �., _ �J �4
83 Toccoa fine sandy loam 0.3 0.1% I � ; ������ ��u� I � � i I . •�� � � i J
, , ,��� �,�� � ,_ � \ �`;, .�----i � O� 1/25/19 ��ll
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� ` � `��� ���� � „ � I � �`' - � , O�YR lLb/A � O ♦
95 Wehadkee silt loam 16.5 5.1% i � � '��� i��� ( ` � I I ' `�` - � � G'
, ; , �,�,,���;;�� �: � � �- -� � I �i � i �� �.,� %=-� i � � � .o� ���� 'Q'� �`�� NALE�
� ,�� � � � �� -i;==;== � ��
96B Worsham loam, 2 to 7 percent 0.7 0.2% I���� �� ' \ \ - \ � � �=,='�--?'r �� fAD 11P� �
� �
slopes " % ' � � - � ��p�R� � � � � �100 � - - -�.
�, , � , � � � -
Totals for Area of Interest 324.8 100.0% I',"� ; I � \ - � �\\ �� ___ 1 �____
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WAT ER QUANT I TY ANALYSI S � � w � � Qo ��
POST DEVELOPED DRAINAGEAREAS � � z o � �z
I' = Z UW Q � � zw
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STORMWATER NARRATIVE , � � ` � , � _ � ���, '. ', ; ;', � ', , ' ~ w ~ � � a� � o ��
, � � � � � a � a = �aoa �
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i i iii ` � i � � i�`-� i W (A �
CHANNEL PROTECTION \- ---� - \ -- ' 'I� \• ` � ' 1� �--- / - � z ��
�� � � � � � � � � � '�� / � W Z Q o
'I . .� � � �� �� � `� ` �� `• �'------ � w Z Q � a�
�-q ,�' � _ � :� �_ � � �` \ \ ______� s � (9 J H
CHANNEL PROTECTION REQUIREMENTS FOR POI-11 ARE BEING SATISFIED BY RELEASING THE POST DEVELOPED 1-YEAR STORMWATER RUNOFF AT A RATE LESS THAN THE ������ �������'-d I � �\ �--- r= � �\ ��` �� ��\ \ � �� � ___� rT, z Q o z Q o z
ALLOWABLE RATE CALCULATED USING THE ENERGY BALANCE EQUATION PER SECTION 9VAC25-870-66-B-3A.OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM.THE ` � ' I` / �� � ` \�'C / ____--_ ��'� w ~cn a a = � z Q �o
CONTRIBUTING DRAINAGE AREAS AND ASSOCIATED MAXIMUM ALLOWABLE FLOW RATES ARE SHOWN IN THE ENERGY BALANCE CALCULATION AND THE STORMWATER � q �i, °� � \\ �`� \\ `� 1 ,� / �--_� z w v w� w o Q �� o�
4B-3 - UNDETAINED
OUTFALL TABLE ON THIS SHEET. IN ORDER TO RELEASE THE POST DEVELOPED 1-YEAR STORMWATER RUNOFF AT THE RATE SHOWN,THE VIRGINIA RUNOFF REDUCTION � � � w � �-
METHOD WORKSHEET WAS USED TO DETERMINE AN ADJUSTED CURVE NUMBER(SEE SHEET C-902)FOR THE BMP DEVICES ONSITE.AS THE POST DEVELOPED RUNOFF TO Site: Brookhill P014B-1 and 11 (TO P01-11) '� � � , �\ \\ \�\`��� / � ��� Q c~n x w z z> ��
-T � � , . � w >a � � � �� m
POI-11 IS ABLE TO BE CONTROLLED AND RELEASED AT A RATE LESS THAN THAT REQUIRED RATE PER THE ENERGY BALANCE EQUATION, NO FURTHER ANALYSIS IS REQUIRED � � \ � .�--� � � � Q� =w o o w w Q z�
FORPOI-11. �� \ `, ZZ �� 0 � � �� ��
C o u n t y: A l b e m a r l e D A: 0.2 1 A C. � �
c�- Q c� �
CN=61 � ' ' ° �? wowaoow �a
Storm Event: 1 Year I I � \ � ��, � m � Z c, _�
IT IS THE OPINION OF THE ENGINEER THAT BECAUSE THE CHANNEL PROTECTION REQUIREMENTS SET IN SECTION 9VAC25-870-66 OF THE VIRGINIA STORMWATER � � \ �,,-- z Q� ������� ��
MANAGEMENT PROGRAM HAVE BEEN MET,THE SITE IS IN COMPLIANCE AND NO FURTHER ANALYSIS IS REQUIRED. 24-Hour Rainfall Depth: 3.0" DA11 - UNDETAINED - ' 4B-5 �� Z ¢�� �a
J � �o
TO POND 11 � >°� Y �
FLOOD PROTECTION (B L O C K 4 A D E V T O P 0 1-1 1) ( ) w
d � p <�
FLOOD PROTECTION ANALYSIS FOR POI-11 WAS CONDUCTED AS PART THE WPO PLAN TITLED"VIRGINIA STORMWATER MANAGEMENT PLAN WP0201800013 FOR ROAD AREA: 2.15 AC. , DA: 0.53 AC. w w Z � o w } Q a�
IMPROVEMENT PLAN PHASE I"AND FOUND TO BE ADEQUATE DURING THIS ANALYSIS.THE 10-YEAR PEAK FLOWS ASSOCIATED WITH THE PROPOSED IMPROVEMENTS MADE IN � � w z Q g z } _ �}
BLOCK 8A ARE ADEQUATELY CONVEYED THROUGH THE EXISTING AND PROPOSED STORM NETWORKS TO POND-11,WHERE IT IS DETAINED AND RELEASED FROM THE POND Point of Interest ID 1� Comments CN: 73 CN=67 ��.` � � z � � Y Y� d o 0
INTO CHANNEL C-6,WHICH IS ADEQUATELY SIZED TO CONVEY THE 10 YEAR FLOW WITH NO FLOODING,AS SHOWN ON"CHANNEL REPORT-C-6 10 YEAR"ON THE FOLLOWING \��` �' Z❑ Q w o � � w � o�
SHEET.THEREFORE, IT IS THE OPINION OF THE ENGINEER THAT BLOCK 8A IS IN COMPLIANCE WITH SECTION 9VAC25-870-66-C-1 AND 9VAC25-870-66-C-3C OF THE VIRGINIA � ' � }w � � � � � � � o z
STORMWATER MANAGEMENT PROGRAM,AND NO FURTHER ANALYSIS IS REQUIRED. Pre-Development ROW (POND 11) ; , �� >m � z °m z z z a o w
4A-3 - UNDETAINED � -''� -�' �Z ••'•"• ��
ADEQUATE OUTFALL NARRATIVE Q, FIOW(CfS� 10.76 � ° � _,� (B L O C K 4 A D E V T O P 0 1-1 1) � �/ , � cn Q ffi m
DA: 0.24 AC. AREA: 4.15 AC. ' ;% ,�"� ' Z;
IN ORDER FOR THE RUNOFF TO CONVEY TO THE LIMIT OF ANALYSIS, IT MUST TRAVEL THROUGH A SERIES OF MANMADE PIPES AND SWALES TO POND 11 TO ULTIMATELY CN,Curve Number 61 � �
O U T F A L L A T P O I-1 1.A D E Q U A C Y O F T H E S T O R M W A T E R S Y S T E M F R O M B L O C K 8 A T O P O N D 1 1 S H A L L B E S H O W N I N T H E B L O C K 8 A F I N A L S I T E P L A N W I T H T H E D E T A I L E D CN=61 I I C - � C N: 8 9 ,' ' '1' � a�
STORMWATER COMPUTATIONS AND ANALYSIS. FROM POND 11, RUNOFF WILL OUTFALL INTO THE EXISTING NATURAL STREAM.THE STREAM INTERSECTS POLO GROUNDS RV, Runoff Depth(in) 0.37 � '� '/ � �
ROAD AT CULVERT A01 TO A40,WHICH OUTFALLS TO THE LEVEL SPREADER AT POI-11.CHANNEL AND CULVERT COMPUTATIONS CAN BE FOUND ON SHEET C-902.SINCE BLOCK I � , ~ R EV I SI O N S
8A HAS BEEN FOUND TO BE ADEQUATE WITH THE EXISTING STORM NETWORK AND THE 10-YEAR STORM RUNOFF IS CONTROLLED AND CONTAINED IN THE MANMADE AND � ' ,' %+ +�
NATURAL SYSTEMS DOWNSTREAM OF BLOCK 8A, IT IS THE PROFESSIONAL OPINION OF THE ENGINEER THAT THE ADEQUATE OUTFALL REQUIREMENTS FOR POI-11 HAVE BEEN Drainage Area,Ac 42.34 , � � � " � \ �% % �
r� � -�' 4A-� �' ' " REV DATE COMMENT BY
RV,Runoff Volume(Ac-In) 15.46 �- ; , a ��^f i
MET.
WATER QUANTITY CONCLUSION � DA: 5.40 AC. I I
IT IS THE OPINION OF THE ENGINEER THAT BECAUSE THE CHANNEL PROTECTION, FLOOD PROTECTION,AND ADEQUATE OUTFALL REQUIREMENTS HAVE ALL BEEN SATISFIED, Post-Development ;��\�,� L CN=87 i I I
THIS SITE IS IN COMPLIANCE WITH THE WATER QUANTITY SECTION 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM AND NO FURTHER ANALYSIS OR I'�ii� � '
CALCULATIONS ARE REQUIRED. !;;�^; �. i �� � -
Q, Flow(cfs) 4.82 N
III �� O�V � � �
I I� �� - �
I.F. 0.80 Improvement Factor ������� ; � ; � ; � - -,_, '�"� � --
�� �� � � �r_ , , POND 4A: , �e=� ,�
CN,Curve Number 69 �;�', ` ' � �
I ����,'� � PROP. DETENTION POND W/ ' �
��� , � � �
Rv, Runoff�eptn��n� o.s� '�� ` � � UNDERGROUND STORAGE � ; ,�;
II
I I�
II 1 � i
Area,ac 36.22 ;;I; � �� (DP-4A) ; , I ; �'� I 1 � ��
I;��,���� � I 4A-2 (POND 11) � �� ;� I;' ; ;'1 � \ J � ; j;,
RV, RunoffVolume 24.26 '�%;� � DA: 1.68 AC. - �"-�^�� � � � � � % �j�' % ' � I � � ' � �
I�i i%� \ � � ���`�� I .\ �� � i � � � i i i � i � � �
'"'' ' CN=65 - -- , ��;�I�� , �, � ; �+; ; � � � � � `, �,
��;� ; � � g �,� ., , , , , , . , � , , , ,
, l �I, , , , l , , „
Energy Balance(EB) � ��� � � � - � '�; � � I � I' � \ �, \, / , ; ; �/ � ' � , �\`� \•
;; �;� ; -''� �� ;����� �} ; I '' ' '� � ��, �� �, `,
Q, Post-Dev(cfs) 4.82 � I�' � � o� ' . . �� %� � _ , `� �� � ; � �, � � / / � �, � � �`'
� � � � � � �� � , ,� , �, � �
, ,/ /
„ I y r ' /�
�
f 1� � - � J J / \ J � � 1 I /� � \ 1 / J' ` �\ \ \ \
�`�1�,I � � f � \/� i \\\, \\ \ �, \� \� \1 II •
i `� � �_/ `� � �� �� �� �� V ! �� � �i �i i
I.F.*Q pre"RV pre ';;;,�� � �� C�� o� �� �� � , ;� �� � i - - � �� � � ; � 1
5.49
,�•�,� \ � �1 � � , `, / , ; , � � o
RV post Q, Post-Dev Allowable(cfs) ,���',�, \ I � / � ' \ � �� \ /�,�-�'�/ , ' � , � � � I ' ' �
�,,�, -� �- d� , , , � �, �, �, ; � � ; ; ; �� �� ,, , �
**See Note 1 ��1 � � , ,� �� �, ; � I � ; � ', '� �� \
� � � �--_ ` � � � � �, � � � � ; � � � 1 �, � `, � KNOW WHAT'S BELOW
EB Achieved Yes ;,`�� I �II BLOCK 8A (POND 11) 1/' � �I 1 � - - \ 1 , ,, , , �, , , ,, ,`1 \ , ,, �
�'�` ; ___ - AREA: 3.76 AC. � � � � � - - �� � � � I � ' ` �, I ,� �, ' � �� ALWAYS CALL 811
�,1 u I � � , \
\�,`,��;\ _ CN�92r � �; �30- %�' ��� � , �, ', ', '', `,,'', ', `, \ '' BEFORE YOU DIG
� -� � � \ � ------ �% , � , .
Notes: ��"�u � �i � �- � � � ______,-_ � �`��� � � ��1 `� �� � � IYs fast. IYs free. IYs the law.
�i���\\ � � I � o o � 1 __-- '_,j�� /, \ ` ��`�`� ` ` �. \•
1.Q Post-Dev must always be less than or equal to Q Pre-Dev ����\�, I � _ � ---� _;,-,-'i'� � �,`,\��,\,`�
1';�;�, I \� - - --- -- -- - � �"���"�� � > - 1 ��';'�'�'� � NOT APPROVED FOR
. . - . `1\�`\ \ .._.y..,rJ- ��., '�.__.� _ ��/' �
2.Q Post-Dev is not required to be less than that calculated in ��� - -- - - - _ _ � � '
„�;�,, � �� `� �` - :;;:: __- --�� ' � � '�� � ;��:' �.� CONSTRUCTION
the equation(Q forest x RV forest)/RV Post Dev �„ �,�\ � � i � � ______ �� / �� i ,\ .;�
���� �� � � � _�' / ���� .
3. I.F.=0.8 for sites> 1.0 acre,0.9 for sites<_1.0 acre � ',�� � � I / /�' �� , =__=�� \ � � \`�;.��\ PROJECT No.: V182023
����'��'� , � POND � � ��� l � �_� �- � ' � ) DRAWN BY: CPH
4. RV tables per VA SWM Handbook,CH 11,App 11-C '��� f ��, \ -_�`\
���� \ CHECKED BY: RTY
I����\�\�\ � _ BUILT WITH �� I � � -Q � \ ,,,:\\�- � � DATE: 1/25/19
I���i' II 1 � � ''' '�•,a;,��;�- - � SCALE: 1"=150'
;;' WP0201800013 \ � \ � l '%�`` , � \ / _ _ - - - CAD I.D.: SWO
�°�I°��l��A�7I°JE� �1C77I°JF�JL�L 7CA��JL�E , i,'',, � � , � _ � \ � , � � �;\' �� i � , - , - - -
,, � � , PROJECT:
TOta�DI1SIte/�I"2a (ACI"2S� `� ��� � \ �� � � � � ! `%"��� � � �
� � � � I � ; , � �% �� , - VIRGINIA
Outfall P01-11 1�`, i � _� � - � � � � � � � � �- ��
� � �
'� ��, DA11 - UNDETAINED - � � I DA11 - UNDETAINED � � ! '� _ /�� ST O RM WAT ER
DrainageArea (Existing) 42.34 � ; I � � ---'�" � MANAGEM ENT PLAN
; , ��, - (BLOCK 4A DEV TO P01-11) �� (BLOCK 4A DEV TO P01-11) , �_ i��"` �-�..� �
Drainage Area (Developed) 36.22 `�°'/; I I AREA: 0.61 AC. � ��a,� AREA: 12.90 AC. � �/�6"`� d FOR
I CN: 61 \ CN: 58
Runoff Reduction (cf) 29,984 �' � � � .� ,� � �' ' \ ��---� �� /�� - ��� �IM�T � � �' ]�]���]��[][]�,][,
Receiving Channel Type(Natural, I�� � �v � `���.� SP�8 26 ]��,��"]� ��
Natural � , � � � � i TN�S� 1 P' / .
Restored,or Manmade) ��; � �� •�� � , ID _ _ , �;'-�"
, ,
, , - - % � -" � (W N� �.8. ; , ��E�T���$ �����TC�
Channel Protection Compliance Method Meeting Energy Balance requirements `���� �; � u� \ _ - � � MP ---------' - '��
� ;\, DA11 - UNDETAINED ,,_____- �� �,, ]F�(�][]1e][��
Runoff conveyed in adequate __-___ _, �� \� $ \ (BLOCK 4A DEV TO P01-11) ,---�--" �'�� L OCAT I ON OF SI T E
Flood Protection Method channels/culverts to mapped floodplain � V � � --__ -'" o \ AREA: 3.09 AC. , ROUTE 29 SEMINOLE TRAIL RD
9VAC25-870-66-C-1,9VAC25-870-66-C-3c � ,__---�'-'�--'-�-':;
�
�a� CN: 81 ,,--� ,, ;=-,�\ AND STATE ROUTE 643
, I - � � ,__� , �
� - - '� POLO GROUNDS ROAD
� I - ' P01 - 11 EX. LEVEL SPREADER " �"� "��
1-year 2-year 10-year / I I � _ , - , - � --- �"�� ' ���"�� CHARLOTTESVILLE
CN Existing 61 61 61 � o _ ��� �����°��� � � , � ALBEMARLE COUNTY, VA
Q_Existing(cfs) 10.76 23,44 76.55 $ ��� '� �~�� � ,M
�
�
�
SLOPE LEGEND 150 �5 37.5 0 150 :�% BOH LER
CN Developed 69 �� 71 E N G I N E E R I N G
Q_Developed (cfs) 4.82 10.28 55.09 1"=150� 28 BLACKWELL PARK LANE, SUITE 201
Q_Allowed (cfs) 5 49 _ _ PRESERVED SLOPES WA RR�ENTON540R�N A 2�0186
Fax: (540)349-0321
VA@BohlerEng.com
MANAGED SLOPES pLTH p
F`/
�S� G1�
O 2
V R N YA R y
.� Lic. No. 0402056625 �
��it� 1/25/19 ����
�s`s��NAL��G
SHEET TITLE:
STORMWATER
COM PL I AN CE
SH EET
SHEET NUMBER:
C- 901
H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\BLOCK 8A-SENIOR LIVWG FACILITY-FINAL SITE PLAN\WPO BLOCK 8A-SENIOR LIVING FACILITY\V182023SWO.DWG PRINTED BY:CHEDGES 1.28.19 @ 11:11 AM LAST SAVED BY:CHEDGES
PON D 11 OU T FAL L D I T CH VRRM - RU N OF F RED U CT I ON COM PU TAT I ON � w ~ �
�U
� � � � o�
�h U � � ��
Vi�gir.�a Runa�f Poerl�ict:nr.�.ieth��4':nrl4;r�P�l V � �w z o � o w
DRAINAGEANALYSIS a � � a�
~j U O z � c9 JO LL zw
F-{ � _ _� Q� � � Gw
u Q Q w � z a � Q �m
� �
1�1 W � J Q J� � J �cn
Channef Repvrt DEQ VJrginia R�r�cff Redueti�n�41�#l�ad New Devel4pr�e�t��mplia�te 5pr�adshee# -Vers'r�n 3.Q N OT E. � � a � � � a� ° � ��
4B-3- UNDETAINED ` I� � , � Z �a ...... =o
Hya�ar�owExpressErtensionro�nw��esk�AutocAoc�civi�soc�tiynutodesk,�nc. artoneay,�an�azo�s �J�/���['Si'r�S tt�!Ct��ivr75 Zrs[• �U11Std5&5 �CS THIS TABLE TO BE USED FOR RUNOFF REDUCTION VALUES ONLY.SEE ry ' r � I � � �Z o a
� �� � � SHEET C-903 FOR STORMWATER QUALITY TABLE. �TO POI-��� ,_T l` � I � w �
� � � I \�� � w Z Q � �o
CS-G 2-Year Storm ������„��,��, DA: 0.21 AC. � �
User-defined Highlighted CN=61 w w � a � a a ��
Invert Elev{ft = 36D2D de th ft = D.76 I I � z cn a a = � Z a �
) P [ ) ���al Ftainfaal- 43 in�hes � c9 w � r --
5lope(%) = 2_14 Q(cfs) = 7.620 , Z w U w� w � Q �� o H
N-Value = 4.040 Area(s c�ft} = 2.7s _ DA11 - UNDETAINED - '.�.� w o 0
Ve lo�i#y(ft 1s} = 2.7 3 S 4 t e �a r�d�a v e r S u m r r r a r w T O P O N D 1 1 � Q w >W o o w w Q m m
C a l c u l a t i o n s W e�t e d P e r i m f 1 = 7.5 1 � w> J� m � � x� o=
� a (BLOCK 4A DEV TO P01-11) ( ) �� Q� = Z Z>
A soils S 5�ijs �5oi�s �Soiis Tata�s 96 of T�t�l DA: 0.53 AC. ~ Z Q c9 �� o � � �� ��
Com pute h y: Known Q Crit ae�th,Yc(ft) = D.69A R E A: 2.1 5 A C. TI� ° �? w o w a o o w �g
Knawn Q(cfs) = 7.62 Top Width(ft) = 7.35 Farest{�pen�acres} �.00 0 00 �.U4 D.L� i]C�� o C N-6 7 v v � �� � m u� z� z�
EGL(ft) = D.88C N: 7 3 0 � r w
{Sta,�I,nJ-(Sta, EI, n)... hAanaged turf�acres� ;�.ixt �3.{,U cl_UU U.��] ��.8�1 a€, zQ �� ♦�����♦ �
L O.OL`,358.40)•(4.fiCl,35fi.60,0.040)-(8.8�,364.00,0.040F{13,3a,35Z.�0.Q-£4d)•(2q-50,364.Z0,0.040�(30.7a,36Z.Op,p.046J•(36-�0,36-0.p0.O.OAO) � (� �a
-[41.3�.366.a6.OA-0G1-[48.UV.368.D0.0�040}
�mpervinus Cov2r���ees� i}.'.}��i ��._) fl.Q❑ .r}.1� L�_��S �.� I � J �' �o
� �'d Y ��
��a� �aa ROW (POND 11) w � � o o Q ��
S4t�T►r an� �and Cover r�utrie�t l.oads 4A-3 - UNDETAINED '� � � _� (BLOCK 4A DEV TO P01-11) w z } o w } Q a�
��tQ Rw o t,� DA: 0.24 AC. � AREA: 4.15 AC. � ��-, Z � � Y Y� J o 0
c�w w � Z� � � W w
CN: 89
o=
�.- }w � � � � � � J o�,
Elev{ft) �epth(ft) �P Lo d(Ibf o l��me #t' �7.6$ CN=61 � I '� w� ~ w o wo ow w = <
5ection W � �
>m � zmzzza ow
369.Ofl 8,86 TN i4��{E�]�]�F� �.69.5�1 � I � I • I � �Z ♦�����♦ �o
; : �, � � � a �,� om
368.fl0 i i � 7,86 � � � �� % i� �
' 4A-1 � ' Z;
: : . '� � '- �, ! � � Q�
� � � DA: 5.40 AC. ��
367.P0 - � I' W 6 80 � '
. . �';,�` � � CN=87 � i
� � � � �Ft�Compl�ance 5umm�ry � � � , L
� 1 f ' II\1� I
36fi.00 : i : 5,80 Iiilu� \ � . - REVISIONS
. . � A�� � � � -
365.00 - i r i a 80 Totaf aunaff►+alume Reduc#ran(fk�y �9,9�� I��1 _
�� ';,; �� / I REV DATE COMMENT BY
'� a �,'
��� „ ,o � ,
364.00 ' 380 r.�.t osa,..+�....nrY.:a..aa reF.�u�L._ �� i ini\' �S� �' �l ' POND 4A. ~
�I 1
� ��,', � PROP. DETENTION POND W/ '
ssa oa � � 2 so ��'", �� ' '�"
' � ;; '�,1 UNDERGROUND STORAGE
, -
ssa.00 � -� � sa �ma- - en[TP Laad "��' ' � � (DP-4A)
� ' ; . --------__-_- 1�.3 7 ';� ; �;l �
3�100 : ; :� : oaa ;��1���--------- I�' ��fl I 4A-2 (POND 11) � �
� i - i RemalnirlgTPi.aad�Redu�tion�lbfyr� '�`�''i h ( � i
.� ��,�, DA: 1.68 AC. - ��-��,� 1 d , ,
f � Re�y uired ' i i;%,' \ ;�';\�I �� � ' J
sso aa -- -a za I "' I I CN=65 -- ' S `�' ' �, •�. , /
��� ' I , � ,;� �i\ ,,
i I��� � � � ,� � I � � � �������� �� �
359.00 1.20 ��� � I i � `� ��
-5 0 5 10 95 20 25 30 35 40 45 50 55 Drain��eAreaS�rr►m�r� iIi �
��I;11�,\ � I � �---,�� • ► �� � J � , 'I'1�� �` � � 1 � /
Sta (ft) �-A-A �,A_B R-A-� �,�k.P �.A-� Total ;����'�`\ � - • �� � - �i '� ��
��� � � � � � � ��� � �
FOFL�St���}�li��tP�i} 0.00 tJ.� Q.4Q Q QO �.S�CI Q.{�T �\ ��� -- � �
,;. ,, � . _ -�__ _ �� �� ,, �, �
�,;,,�; � , �, � � , , .,.,� ,
M�rlagCdT��'f[�C�'eS� 1f hx7 i1.{h} L}.C}Q O.UO {1.U[J ��.kF7 �I/,'\1'�1�\ �\ \ I I � i `� ���\ � \
Channel Report im��rVlnui Cohrer(afres� 1�.?� �.� C.GCti U.00 {1.�70 12.35 ��'�`�t�`�` I i � � �,�.111III ��I (� � ) /��
HytlrallowEzpressExtensionlor,4�totlesk�:AvloCA�C�Civi13O��t�yF��iodesk,lnc. Tvesday,Jan2220'.9 �bta�+arC'��3GCL'y� 3fi.22 �.{}"a �.aQ a_aa �.{}"� 3�.�� ����,� ,`�`1i I I I � 1 / I I 1.1 --/ I
{} {} �\
';,`,',,;��,,' " I � BLOCK 8A (POND 11) /' � , �� ' �� - - •
CS-6 10-Year Storrn - ;'�������� ,\ % l � I � _ _-��, \
Drain�e�Area [omoliance Summ�ry ���„ � � _ AREA. 3.76 AC. �/ \ � ' , '
N I `� J \ ��\\�- �� i � ,
User-defined Wlghl[ghted \��;��������\ �-= CN. 92 � C �� � \ �'� ',�'�' �
Invert Elev{ft) = 360.2D D�pfh{flJ = 1.53 \\\��`\\\�1�1� i� �-- � �� � i �3P�_; ,/ �
�,�_,� �,,�_� ����c o,,�, � �.,�.� rot�� , �'� /
SlOpe�%) = 2.1a Q(Cfsy = 49.66 1��� ���� ,�`� � � � ----"-;---
N-Value = 4A40 Area{sqft} = i1.31 T�L��d Rtdu€ed Ib r �531 D.!}G d.QQ 0.00 fl.{]❑ �4.}L \,`�`�`�'�������1 I __ �I ____ -'/_"/�'�' /
Velo�ity(ftls) = 4.39 ����`,`,1;��\`; � ,_-- \ �;;' ' ' KNOW WHAT'S BELOW
TN L4dd Fk�d1,1{�d{lb�y�} 160.77 {:..".{} C.L7D 0 00 fl.41�7 L60.77 '��� ���� � �T ��� - �'�'�
1�� �n �--'- - -- - - -„_ =",'.r/-�'---"
ca�cu�ations WettedPerim�ft) = iS,1'f "�� �"` � �� - ALWAYS CALL 811
COmpUte 17y: Known Q Crlt Depth,YC(ft) = 1.46 I I1��!�I�\\�\�i�`� I �� Lv � L�- \ ;�\ � ' 1^/ / BEFORE YOU DIG
KnOwn Q{CfS} � 49.66 Top Width(ft) = 14.79 � �����ili�� _ � � / ��,_ ^
EGL(fity = 1.83 �r�inage 14r�a A Sumrr�ar�r �� �i�� ��� � / �/ �`-_---- �� � � �
(5ta,EI,n)-(Sta, EI, n)... ���',I��1�����1,� 1 I / � � � _�\ \' IYs fast. IYs free. IYs the law.
(0.00.3fi8.a01-{4.50,366.00,�.04�j-�B.80,3fi4.00,0.040r{13.3€}.3$2.00,C1.440J-(20.5f1,36t12F1,0.(]40}[30.7a.362.OQ,{F.44aJ-�3Fi.00,364.00,0.040J I 1�11 1111`1 1� I I PO N D 11 / (( � � /V \ _�\\ \ /
-{41.30,366 E}0.4.D40]-�A8 40,368_D0,O,OAO) land�aver Sum�naev �i 1 ��� � ___,��
� , ,,, r � , ;,
�'��II,'',�'� ' � BUILT WITH �� I � � �`�� \ ���- NOT APPROVED FOR
A SoiIS �50 ll3 C 50195 �Soils y'b[�I �'o of Tv#3� ��i � \`�� - ���\``` `
\�=;
�;� III � � -� � �� , ����; - CONSTRUCTION
�'������ ����,� WP0201800013 � , �;�������
Far�st f�pen��cre5} :}.{}i.? O.Ot� 4A0 D.06 O.OQ 0 il il i I i i; r � �� \ � � I \ � '%�`� ,
ii l
f4lana��d Turf{�cres� ii.�3{'r 73.�0 fl.{]❑ G.7.7 7.3.€i7 66 'ii i � ��'�, 1 � � � \ � �• ��� '�- PROJECT No.: V182023
Im rvlous Cover GaCI�� 0,00 a� 17 0.00 D.�B 1� 35 .�4 ��i�'�' �'����'� i I l � � � � � � � � ,:�� ,- DRAWN BY: CPH
Ele�{ft) �epth(ft} pe ] -\ "-� CHECKED BY: RTY
5eciion 36-22 'i���� � � A �� � � � � � ��-i
CS-6 � � ==� - DATE: 1/25/19
369.00 i � -- 8,86 dlq �� � I � - �� I /
� � � I �,, I l , SCALE: 1"=150'
' `' �r��s��ec.tio�s Ijl�;�, �'� ��, I DA11 - UNDETAINED � � DA11 - UNDETAINED � � CAD I.D.: SWO
368A0 i i 7,80 iiPlp � �
� �„�;�, ,% ; � - (BLOCK 4A DEV TO P01-11) �� l���-,.�.�(BLOCK 4A DEV TO P01-11) ,� � .�i� PROJECT:
367A0 - I ; , - 6 so hRana�d Tu rf Irrep�rvi ous TP Load frnm �aw����� I������`�°' ' �� AREA: 0.61 AC. � 'a a /��^`.
BmP�reatmen� Unlr�ak�d YP Ebad 7��te�rraYc�d 7p R�*m�ining ���,��, � I �,I ,� AREA: 12.90 AC.
�ract�ce ��ed�t Ar�a �ovef�red�# , UpstFea r� Tr��#me M1#ta be „�� �
! ± ! Vo3ume(ft � to P1'�Etiee(Ib#} �Ibfyr} {Ib��r� �u��� , CN: 61� \ CN: 58 ���
, � ��--
: �I���,� _ �� � � ,� �.� � �- , � � _, / � STORMWATER
366.fl0 ; � s.so tncres] Area{acresM �ractices(lbs� �mploycd ',u�� � �
� i 4,a,SNeetflow to Corrs�r�alion Ar�a,A{8 ''�'��I i � � � - �,� �
365.afl - � - 4 So � P � ��,���_�z �.�� �_�o �.�� �_�� !��'�'������ ��� - __ , � �� '' � , M A N A G E M E N T P L A N
�4�as s �{uz ,�I,�
364.00 3,SQ 9,�,Sh�etf�b4v tU A{9 �II�```�1; �� \� � � � � � � �ID
13_ _UI� t P nd itl e�114 3.35 0_�5 15 33_i2 5.A1 i_ i A.� �_41 S il Ca� rua#�an �'i �� \ � � M FOR
� � ° ���� M �� � � ° $� � ' " -� `� j� � DA11 - UNDETAINED
�'�'�\�, ��, , � 8� ���������
�
s63_aa �so �`F�� ;�,'��� , ( �� �-----___ �� � (BLOCK 4A DEV TO P01-11)
��.�, I4�311Uf�L[Uf��FfC3XR1CFIS QLVIGL• I����,u :�----- ����� ��
, s_�� �_� iz,���.�i a.�n $-Oi i.�a �_ai !�_a_tiA1�tPnnd#1 �,,��, \.�-_-------,- f AREA: 3.09 AC.
ssz.ao - � ° .-. � Sa H rad namM� ,�\\` z '� �_� CULVERTA01 TOA40
� � - �1�� " � �� c�
: : - ; � �,,_ �a� CN: 81 ���� �����
361.00 • � � o so tataE Irnper4in�s C�v�r treate��a�res} 1�"35 '�� `- - / � ��������P
i i � i ��� �
� P01 - 11 EX. LEVEL SPREADER ��
i ; To#�f Tvrf�4fe8 Tr��ked��sr�5} ��.l31 ��`'- � �
sso.flo --� -a.za ----- __ ���V�� � � I I , - ' � _ -- ' � .c,o� � LOCATION OF SITE
Tot��R�d�trtin�A�hiQv�d In __
N�f ---------- - ���'i �` � _ ��c� �a"�°�� � �' ,�� ROUTE 29 SEMINOLE TRAIL RD
359.OD -L20 �' ��� ���
-5 0 5 10 �5 za z5 30 s� ao a5 50 55 �a��+�i�w���n u.n- 16�ti f.� -� " , � � � �;�� ,,, AND STATE ROUTE 643
--- , , � � �.,- ,-
sta(ft) � � � � i� i ___,.,,-'"-''"-- POLO GROUNDS ROAD
-------------------------------------------------------------------- � �. � i, i
,
---------------------------------------------------------------------------------------• _ CHARLOTTESVILLE
�unof#vofu�ne an�CH Calcuta#rar�s -'m� �� f
ALBEMARLE COUNTY, VA
CS-6 FLOW CALCULATIONS:
QZ=(1.8 AC)(4.23)(0.40)=3.05 CFS+4.57 CFS�=7.62 CFS 1- car starm 2• �ar s[orm �O-y�C�f S[OfR1 SL O P E L E G E N D
Q�o=(1.8 AC)(5.66)(0.40)=4.08 CFS+45.58 CFS*=49.66 CFS Target Rainfall E�rer�#�iny 3,{r"v �G� �.�� B O H L E R
�OUTFALL FLOW FROM POND 11 150 75 37.5 0 150 �.��
C u l�e rt R e p o r t DraEnage l�r�as RV&CN Aralna�c Area A araina�c Arca S Uralna�c Area C �ralr�agc Arca D Draknag�Area E �/ E N G I N E E R I N G
Hydra9ow Erpeess Ex[ension for Autadesk�7 Au[oGA��7 Civil 3O(�hy Ru[odesk,lnG. Tuesday,Jan 222049 �� f A � � f] n PRESERVED SLOPES 1"=150'
�R�ft°} a�,g��: a c o c 28 BLACKWELL PARK LANE, SUITE 201
Cul�ert A01 to A40 [1t} yr] �v,,,o��{,�r�-,,,� ��1 o.ao a.�o ,,.�,� c.�u WARRENTON,VIRGINIA 20186
Phone: (540)349-4500
In�ert Elev Qn�ft] = 348.63 Calculations i-ye�r rexum�eriod �v w rtA�ws-inl �5s ti.Co C.�O o.f�G+ C�.�:i Fax: (540)349-0321
Pipe Lengih{ft) = 67.41 Qmin (cfs) = 85.D0 [N ndJusied nR � n p ii MANAGED SLOPES VA@BohlerEng.com
Slope [%) = 0.55 Qmax(cfs} = 85.0� a�r„„v aa��,;�a ; 3i u[x7 r;.[;n n�a r;.c}u
Invert Ele�LJp�ft) = 349,afl Tailwater�{ev (ft) _ (dc+Q�12
R�se�in) = 48.4 �•ye�r re�um�erGo� av����w��Fl� i ia o.ao �.��o o.�a c.�n pLTH OF
Shape = Circuiar Wighlighted 4N adjasted 7Q � 0 C� Q `j
Span[in} = 48-� Q#otal�cfsJ = 85.D0 Rv,,,o�xq,,,�-;,,� a_7� o.en o.o� tl.�o L`.[1J �
No. Barrels = 1 Qpipe(cfs} = 85.00 � C�
n-Vafue = �.a13 ao�e�ro�t�Fs� = o oo ld�yrgar r�tum p�ri4d AV w RR{ws-Inl r ti� ii C�� i:t]u c��a�' �:ca;� � 2
i
Cul�ert Type = Circular Concrete Vel�c On{fUs) = 7.47 cr��di�.tsd 1� n n n n V R N YA R y
Cul�ert Entrance = Grvo�e�nd projecting�C} Veloc Llp�ftls) = 9.08 .� Lic. No. 0402056625 �
Coeff.K,�v1,c,Y,k = p.pD45,2,Q.p317,Q.69, 0.2 HGL �}n {ft} = 352.D3
HGL Up�ft} = 35�.79 �O ��
�mbankment Hw Ele�{ft} = 353.�7 � 1/25/19
Top Elevaiion �FtS = 358.00 HwI� (ft) = 1.07 �s G��
Top Wirffh (ft} - �d.4Q Flpw R�gime = Inlet Contral s/�NAL��
Cresi Width{ft) = 2D.00
SHEET TITLE:
o�,��r na�e��nn�e�nanEiny�, ��...�.��.,���: ST O RM WAT E R
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H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\BLOCK 8A-SENIOR LIVWG FACILITY-FINAL SITE PLAN\WPO BLOCK 8A-SENIOR LIVING FACILITY\V182023SWO.DWG PRINTED BY:CHEDGES 1.28.19 @ 11:11 AM LAST SAVED BY:CHEDGES
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WATER QUAL I TY ANALYSI S ';�� ' ', ���' � a � '� ' � � � � � ��
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VI RGI N I A RU N OF F RED U CT I ON M ET H OD CAL CU LAT I ON S � ��'� � �� � . � � � � � z �o =��� � � =w
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STORMWATER NARRATIVE BL OCK 8A � � � -- --- - _ _ __ _ � ��
��� I !�7 W J Q J� � J �cn
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1 �r�� �\ i 1�' I I /� I � \ I I I Z Q O K U Q H O � s�'i,
11 / 1 1 I I L \ \ '• \ I� �-� I I I � � � ♦����♦ p
WATER QUALITY/BMP ANALYSIS '�i:� ' �' I� Y I I 71 � I w � z o a
TO MEET THE WATER QUALITY REQUIREMENTS SET BY THE VIRGINIA RUNOFF REDUCTION METHOD(VRRM)FOR THE AREA DISTURBED V� 'I I ' I � I W Z a � a�
DURING THE DEVELOPMENT OF BLOCK 8A, MULTIPLE BEST MANAGEMENT PRACTICES(BMPs)WILL BE IMPLEMENTED AND SEVERAL OF THE DEQ Virginia Runoff Redurtion Method New Development Compliance Spreadsheet -Version 3.0 ` �II � I � � � Z J ~ o Z Q o 0
BMPs WILL BE ROUTED IN SERIES AS SHOWN IN THE VRRM WORKSHEET ON THIS SHEET. . � � - - - - - - - - - - - _ - - - - - - - - - __ / I w w a a -
B M P D e s i g n S p e c i f i c a t r o n s L f s t: 2 0 1 1 S t d s&S p e c s �I r � // � w w a Z� � �Z ��
FOR BLOCK 8A,RUNOFF FROM THE SITE WILL BE CONVEYED INTO THE PROPOSED STORM NETWORK AND ROUTED TO POND 11 WITH A \�I L - - -�- � - - - - - - � � Z g U w� w � a �c� o�
SiteSummary �i �� � � � � w> J� = wzZ> �s
S M A L L P O R T I O N B Y P A S S I N G T H E S T O R M N E T W O R K A N D B E I N G C H A N N E L E D D I R E C T L Y T O P O N D 1 1.A D D I T I O N A L L Y,0.6 8 A C R E S O F e I� I _ _ _ _ �� Q
PERVIOUS LAND COVER WILL BYPASS THE EXISTING AND PROPOSED STORM NETWORKS AND BE CHANNELED TO THE LEVEL SPREADER ' � I I � - - I � � w >a ~ � � �� m m
AT POI-11.BY IMPLEMENTING THE BMPs AS NOTED ABOVE,THE STORMWATER MANAGEMENT DESIGN IS ABLE TO ACHIEVE A PHOSPHORUS I I I ~ O Q� =j p � ? �z =�
REMOVAL RATE OF 5.71 LB/YR.THIS DESIGN REMOVES THE TOTAL AMOUNT REQUIRED AND NO FURTHER ACTION FOR STORMWATER Tota!Rainfa!!= 43 inches � � � � �
QUALITY COMPLIANCE IS WARRANTED. �\ ,� � � II v o �� �
� � � � � � � � � � � � v �z wowaoow =a
Site Land Caver Summary . � _ _ z Q_ J� � m � Z�
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CONCLUSION m � \` '�� - I I ,�,i �a
A soils B Soils C SoEls D Soils Totals �of Total �. ` � I �O�
I - - - - - - - - - - - - - ¢ �� o
WITH THE AREAS AND LAND COVERS NOTED ABOVE THE TOTAL PHOSPHORUS LOAD REDUCTION REQUIRED FOR THIS LAND DISTURBING Fores#/Open {acres} 0.�0 D.00 0.00 0.00 0.00 0 � I � - - - -t - � �\ � w v �� o � a �o
ACTIVITY IS 5.72 LB/YEAR.THE BMP MEASURES NOTED ABOVE ARE ABLE TO ACHIEVE A PHOSPHORUS LOAD REDUCTION OF 571 LB/YEAR, `� .I� �� I - - - - - - - - - - � I w r � ��
\ - - - - - - - - - - � � � U w za Q � ?w x �r
Managed TurF(acres) 0.00 1.70 0.00 0.00 1.70 35 � ,-� - - - - �" - z o w }
WHICH IS WITHIN 0.005 LB/YEAR OF THE REQUIRED AMOUNT,WHICH IS CONSIDERED ACCEPTABLE BY THE VIRGINIA RUNOFF REDUCTION � ,�
METHOD. IT IS THE OPINION OF THE ENGINEER THAT ALL WATER QUALITY REQUIREMENTS HAVE BEEN SATISFIED FOR THIS LAND Impernous Cover(acres) 0.00 3.21 0.00 0.00 3.21 fi5 �.c � I . � I � �u� z � � Y Y � W z o
DISTURBING ACTIVITY AND NO FURTHER ANALYSIS IS REQUIRED. 4.91 100 I � I � � I I w w � z� � �z
. . `\ ' � � ��� � I P � 'J c � }� � w O � � w Q ��
Z , - � � � �z
S i t e T v a n d L a n d C o v e r N u t r i e n t L o a d s �`,\ --"�� � � � , '�I �__ __;��-' � � I � /�,\ �m � Z m z Z z a o�
Siie R� 0.69 4��. I I I -- ; � �z o m
Trea tmen t Va lume{f t3� 1 2,3 0 4 I �I -I_- -_ � � � `,� p Q ••••••• ¢
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TP Load(fb/yr� 7.73 I`• ' � � I I ; ~S- _ __-- _.--I i I I Q� �
I �i I y� � a r �. � � I �
TN Load(Ib/yr) 55.30 4Ao i�il I I I ,, , . \\ \ � i I I
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g � � � t � \�� i- � � I REVISIONS
Total TP Load Reduction Required(Ib/yr) 5.72 �� \ I � I - !__ _ � I
� �
�----' � ' � I REV DATE COMMENT BY
� �
.,�3� �
5ite Compliance Summary "- � I l��!',______ i - ---� �- ��- - I I
� I , �-, - -� �
�� � ��_ ', II � . __ ;, i � �� � � �
Total Runoff Volume ReducYion [ft3) 6,152 `�6� �. I � I � ? i ;�U I I �
, � � � �
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Total TP Load Reduction Achieved{Ib/yr) 5.71 - • � I ' I
,, ��r ' � � � � �� I � � � � � \
� I I c� i..n....r=
�� � -- "-- -- � I ' I �
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Total TN Load Redudion Achieved(ib/yr) 35.57 --- -� I � �
BLOCK 4A TREATMENT TRAIN DIAGRAM . . , ,�� ; � , ► � . ,,� � �/ � ;� ,
Remaining Post Development TP Load �I `` J - ,� � � `� � I
� ' ' �
��b�Yr� 2.02 � I�� � I i � ���' �- � e �' � i � - -I �
Remaining TP Load Reduction(Ib/yr} �I �I I - � -� � � � � I �
Re uired 0.00 **No further TP load reduction required(Required-Achieved<0.005 Ib/yr) I I'� �i I� � I �
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�3� r``� I Sp� ��" i . I I I .\ � ��k� I
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Draina�e Area Summary ',�'_� i ; � � � --- _ � o � ., -- _..� ;'� � i � � �`. � ; � � �
BLOCK 8A BLOCK 8A (BLOCK 8A) ,�• ��'�� � I I y '''' ' /' I II i ; j / / I
BUILDWG AREA �� � ~ �' � ; I I i '� � �' /
D.A.A D.A.B D.A.C D.A.D D.A.E Total �-_. I � �
IMPERVIOUS AREA I I 0 � � �� f9i ,
(1.71 AC.) (1.50 AC.) � I '� I I II � � � � � � � �
ForeSt/Qpen(aCr�s) 0.00 0.00 0.00 0.00 0.00 0.00 '�, ���s. i � � � � � � ' � ' ' ' �
�` � I , c� ��C i / I I � � � \� �
Managed TurF(acres� 1.70 0.00 0.00 0.00 0.00 1.70 � f � �I %� �__. _° / ' n ,� I ', ��` 3�- ' � �
I I � � - : � _ I � � � ! /
Imper�ious Cover(acres) 3.21 O.OQ 0.00 0.00 0.00 3.21 I �� ��� �� � � I � J_�_n_(-=-�I_�_ '�__I_,_ �_I=�_n_'�1-1�1-�L�_ i I I -� �� �� � ,
Total Area{acres) 4.91 0.00 0.00 0.00 0.00 4.41 � � ��; - I I � I �� \ �. ? � i �
I � � � '� ;, do, ao o, a , aa, ao, , J �., , . � �
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, � , `' -� ,, .
Draina�e Area Compliance Summary '�,-�'��, � , , - � � "
�-- � ao� � �'�� � � KNOW WHAT'S BELOW
D.A.A D.A.B D.A.C D.A.D D.A.E Tota! I II � I"f I �� � �/ �1�r_ �"" � �� \ �\� � I ALWAYS CALL 811
�'� g I ° ° �1 ,�_ _ ! , ��, �`� � � I �� BEFORE YOU DIG
BLOCK 8A MANAGED TURF STORM SEWER TP Load Reduced(Ib/yr) 5.71 0.00 0.00 0.00 0.00 5.71 � � _ II -� \ 1+ � ` �
(1.02AC.) NETWORK , , �, oo �� � �� � � � �
TN Load Reduced{Ib/yr) 35.57 0.00 0.00 0.00 0.00 35.�7 ,�� � , , I � � � I I � ,�_ �� '� �, `, �� , � � IYs fast. IYs free. IYs the law.
i� � �+ i� L - �_, I � II�.O I '�\ �1 �1 w i i� I
i�,, �x�` � i I I
,'�, �� � 'j I ,° � � i� i ;'�','�, �'� �',, � �`� � '�, NOT APPROVED FOR
"'� � I J I � � ' �
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(BLOCKBA) araina�e,4rea,45ummary - � �,��j�_� �L � ' � � CONSTRUCTION
� ��
Land Cover Summary BLOCK 8A MANAGED URF � I�' J BLOCK 8A BUILDING AREA I �� PROJECT No.: V182023
TREATED BY PO D-11 I �� TREATED BY POND-11 � ' DRAWN BY: CPH
� '�, ��0�� _ _ _ �
A 5oils 6 Soifs C Soifs D Soils Tota! °�of Total 1.02 ACRES � I � J � r- 1.50 ACRES � CHECKED BY: RTY
BLOCK 8A MANAGED � � �� I� � I � � �I DATE: 1/25/19
POND 11 Forest/Open (acres} 0.00 0.00 0.00 0.00 0.00 0 I � � ,' � SCALE: 1"-100'
TURF UNDETAINED I I i i;, I -
_ _, , /;� � � �' � �
_ , �
� I �, �
i. CAD I.D.: SWO
TO P01 11 Managed TurF(acres) 0.00 1.70 0.00 0.00 1.70 35 II , II I II I , � � � ���� � �
(0.68AC.) � � � � � � L �I I� � -� �/' � ��' ` ��� ���,
Imper►rious Co�er(acres) 0.00 3.21 0.00 0.0� 3.21 b5 �I i � � I ;'�, � ��\�`�\�� \����`,`� � PROJECT.
4.91 �4,_ � � � �
, II /
I � � ,.� VIRGINIA
g""P Se'e��°^S =- � � - ' � � � ST O R M W AT E R
BLOCK 8A IMPERVIO�S AREA - - / BLOCK 8A MANAGED TURF
TREATED BY OND-11 � � - - - -� ��/� UNDETAINED TO POI-11 MANAGEM ENT PLAN
Managed TurF Impervious TP Load from Downstream 1.71 ACRES � �ti - - __� � 0.68 ACRES
BMP Treatment Untreated TP Load TP Removed TP Remaining �
Practice CreditArea Co�erCredit 3 Upstream Treatmentto be ( - _ _ -- .�� _ _- `__ - ====- ���, FOR
(acres) Area{acres� Volume(ft ) practices�Ibs� to PracYice(Ibs) {Ib/yr� (lb/yr} Employed `� II � 1 - �'� I - - � = � �
LEVEL SPREADER I I -1- � `��� ``` � �
� � ,,,� ,,;\� �����]H[�]I.��L
9.6.Sheetflow to Conser�ation Area,C/D g �� ����`� .�,`� `�
(LS-11) 0.68 12,303.89 3J1 0.31 2.01 2.01 ��, - �1 -�` ``` � ``` � �
5oils{5pec#2} i � .,. I I � �� � i �����::•`� `::.`\ �p Q }�
� - � �.. ...`, ����Jiv C?�d71
9.b.Sheetflow to C/D � -- � , `�;•�. `::• �y /(�
(POND 11) 13.a.Wet Pond#1(Spec#14) 1.02 3.21 11,810.21 0.00 7.41 3J1 3J1 Soil Conser�ation I II � „ , � � .\\ � I I � � � � /�/ �� � � 1 � - �����,`,�`�\`��\ �� ������ �� �Y ��\UT
Area ,,��'�.��� � � n,� . \ � � , � \ \ �:. .�`::�`` ��1���� JL �I
i l � � � \ ,.� ..
Total Im ervious Cover Treated acres 3.21 \ � I\ ' ° � � ( � � ' � \ \ ;�;`;�% L OCAT I O N O F SI T E
p � � � �oo � / � � \� � � , � \ � i`'�;�-� ROUTE 29 SEMINOLE TRAIL RD
TotalTurFAreaTreated{acres} 1.70 � � � POND-11 II � � �
Total TP Load Reduction Achieved in D.A. 5 71 / � \ \\ I � V , � �
�
� �� a� '� � �� � AND STATE ROUTE 643
{�b/yrJ , �� � , � �' � O � \ \ � ;� POLO GROUNDS ROAD
8 ; _ � 1
,- ; -_ �.
Total TN Load Reduction Achieved in D.A. _ ; , , \ II � \ � � CHARLOTTESVILLE
{Ib/yr) 35.57 - � � � ��� � I \ I � ' ! ' � I � � , I � .
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1-year return period RV w RR(ws-in) 1.24 0.00 0.00 0.00 0.00 4 , ; o � � - $s� � � 8 ,"� � ,/
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Phosphorus Removal Amount of Offsite Percent of Total Phosphorus Removal achieved Anticipated Amount of Offsite w z Q �o
Section SWM Facility ID proposed w/master Total Development Amount of Offsite Credits Purchased (Ib/yr) Development Offsite w z Q � a�
Section Block Common Name SWM Facility ID Type of Facility achieved w/proposed Plan# Credits Purchased Development Offsite w/proposed plan(Ib/yr) Credits Purchased (Ib/yr) � � Q�
Offsite Credits % Credits % � w o
o p l a n(I b/Y r) ( ) ( ) � Q a = � Z Q �o
plan(Ib/yr) (Ib/yr) Credits(/o) 4 Pond 13A Treatment Total 14.05 TBD w z w� }�Q o � �Z o 0
1 4 A A p a r t m e n t s P o n d 1 1 W e t P o n d 4.0 1 W P 0 2 0 1 8 0 0 0 5 1 Z �_ w w � a _� o�
4 Sheet Flow to Open Space Treatment Total 0,04 TBD �� Q� _ � ,� w J
1 4A Apartments DP-4A Detention Pond w/Underground Storage 0 WP0201800051 � � Q� =W o o w w Q m m
1 4A Apartments CDS-4A CDS Unit(Manufactured Device) 1.60 WP0201800051 S e c t i o n 4 T r e a t m e n t T o t a l 1 4.0 9 T B D o �Z =� o � � �Z =z
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Section 4 Nutrient Credits Total 6.8 3.87% TBD TBD � o �� �o � m o o� Q o
1 4A Apartments LS-11 Sheet flow to open space 2.06 WP0201800051 z Q~ """' ��
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1 46 Apartments Pond 11 Wet Pond 0.18 WP0201800051 Phosphorus Removal Amount of Offsite Percent of Total w � �� o o Q =>
A a r t m e n t s - I s o l a t o r R o w M a n u f a c t u r e d D e v i c e � r � a s�
1 4 B p U D 4 B ( � 3.3 8 W P 0 2 0 1 8 0 0 0 5 1 Sec tion B loc k Common Name S W M F a c i l i t y I D T y p e o f F a c i l i t y a c h i e v e d w/p r o p o s e d P lan# C r e d i t s P u r c h a s e d D e v e l o p m e n t O f f s i t e � z � o w } Q �Q
1 4B Apartments Pond 4B Extended Detention Pond 0.79 WP0201800051 plan(Ib/yr) (Ib/yr) Credits(%) � ��-, Z � � Y Y� J o 0
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1 - ROW LS-11 Sheet flow to open space 1.67 WP0201800013 1.09 3.2% 5 18 TBD TBD TBD TBD TBD TBD TBD o� �m
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1 - ROW LS-11 Sheet flow to open space 1.64 WP0201800013 Section 5 Master Plan Comparison Q�
1 - ROW Pond 10 Wet Pond 0.60 WP0201800013 Phosphorus Removal Anticipated Percent of Percent of Total
Phosphorus Removal achieved Anticipated Amount of Offsite REV I SI ON S
Section SWM Facility ID proposed w/master Total Development Amount of Offsite Credits Purchased (Ib/yr) Development Offsite
1 - ROW LS-10 Sheet flow to open space 0.45 WP0201800013 -0.15 -0.4% lan Ib r W/proposed plan(Ib/yr) Credits Purchased (Ib/yr) Offsite Credits % Credits %
p ( /Y I ( � ( I REV DATE COMMENT BY
1 - ROW LS-10 Sheet flow to open space 0.22 WP0201800013
WP0201700037 5 Pond 14A Treatment Total 4.81 TBD
1 3 Section 1 Mass Grading Pond 4 Wet Pond 3,72 (FR-1) 5 Pond 146 Treatment Total 6.42 TBD
-4.6 -13.5% 5 Pond 15A Treatment Total 5.16 TBD
WP0201700037
1 3 Section 1 Mass Grading LS-4.1 Sheet flow to open space 2•�9 FR-1
( ) 5 Pond 156 Treatment Total 5.14 TBD
1 3 Ice Rink ROW Pond 11 Wet Pond 0.38 WP0201800050 -0.08 _0.20� 5 Pond 16 Treatment Total 11.75 TBD
1 3 Ice Rink ROW LS-11 Sheet flow to open space 0.19 WP0201800050 5 Grass Channel Treatment Total 2.1 TBD
1 3 Ice Rink ROW Pond 4 Wet Pond 0.89 WP0201800050 5 Sheet Flow to Open Space Treatment Total 1.43 TBD
1 3 Ice Rink ROW LS-4.1 Sheet flow to open space 0.67 WP0201800050 Section 5 Treatment Total 36.81 TBD
-0,68 -2.0%
1 3 Ice Rink Pond 4 Wet Pond 2.20 WP0201800050 Section 5 Nutrient Credits Total 6.8 3.87% TBD TBD
1 3 Ice Rink LS-4.1 Sheet flow to open space 1.79 WP0201800050
1 8A Senior Living Facility Pond 11 Wet Pond 3.71 WP02019000XX Overall Treatment Total 141.56 38.71
0 0.0%
1 8A Senior Living Facility LS-11 Sheet flow to open space 2.01 WP02019000XX Overall Nutrient Credits Purchased 34 19.37% -3.15 -9.26% �
Section 1 Master Plan Comparison ,
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Phosphorus Removal Anticipated Percent of Percent of Total Anticipated Treatment Total With SWM Master Plan 175.56 �
Phosphorus Removal achieved Anticipated Amount of Offsite
Section SWM Facility ID proposed w/master Total Development Amount of Offsite Credits Purchased(Ib/yr) Development Offsite �
plan(Ib/yr) W/proposed plan(Ib/yr) Credits Purchased (Ib/yr) Offsite Credits(%) Credits(%) Notes: KNOW WHAT'S BELOW
1. Even though we are currently only proposing to purchase 34 Ib/yr or 19.37%,the total offsite credits available for purchase are 25%of the total 175.56 Ib/yr required for the development, or 43.89 Ib/yr ALWAYS CALL 811
1 Pond 4 Treatment Total 6.77 6.81
2.Actual credits purchased to date is 2.21 Ib. Negative values shown in the "Amount of Offsite Credits Purchased"column reflect overtreating and this"credits"to be banked for the future due to onsite overtreatment. BEFORE YOU DIG
1 Pond 7 Treatment Total 8.11 TBD
IYs fast. IYs free. IYs the law.
1 Pond 10 Treatment Total 7.22 0.6
1 Pond 11TreatmentTotal 9.68 11.61 NOT APPROVED FOR
1 Pond 46 Treatment Total - 0.79 CONSTRUCTION
1 Manufactured Devices Treatment Total 2.62 4.98 PROJECT No.: V182023
DRAWN BY: CPH
1 Infiltration Treatment Total 21.71 O CHECKED BY: RTY
1 Sheet Flow to Open Space Treatment Total 9.74 13.92 SCALE: 1/25NA
Section 1 BMP Treatment Total 65.85 38.71 CAD I.D.: SWO
Section 10ffsite Nutrient Credits Total 6.8 3.87% -3.15 -9% PROJECT:
VIRGINIA
Phosphorus Removal Amount of Offsite Percent of Total
STORMWATER
Section Block Common Name SWM Facility ID Type of Facility achieved w/proposed Plan# Credits Purchased Development Offsite M A N AG E M E N T P L A N
plan(Ib/yr) (Ib/yr) Credits(%) FOR
2 11 TBD TBD TBD TBD TBD TBD TBD ]�][���]�]�j[][]I,][,
2 11 TBD TBD TBD TBD TBD TBD TBD ]B]I,�C]� �A�
2 11 TBD TBD TBD TBD TBD TBD ��E�T�I�� ��I��I�T�
Section 2 Master Plan Comparison ��������
Phosphorus Removal Anticipated Percent of Percent of Total L OCAT I ON OF SI T E
Phosphorus Removal achieved Anticipated Amount of Offsite ROUTE 29 SEMINOLE TRAIL RD
Section SWM Facility ID proposed w/master Total Development Amount of Offsite Credits Purchased(Ib/yr) Development Offsite
plan(Ib/yr) W/proposed plan(Ib/yr) Credits Purchased (Ib/yr) Offsite Credits(%) (° )
Credits / AND STATE ROUTE 643
2 Pond 12 Treatment Total 8.06 TBD POLO GROUNDS ROAD
CHARLOTTESVILLE
2 Sheet Flow to Open Space Treatment Total 1.67 TBD ALBEMARLE COUNTY, VA
Section 2 Treatment Total 9.73 TBD
Section 2 Nutrient Credits Total 6.8 3.87% TBD TBD B O H L E R
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E N G I N E E R I N G
Phosphorus Removal Amount of Offsite Percent of Total
Section Block Common Name SWM Facility ID Type of Facility achieved w/proposed Plan# Credits Purchased Development Offsite 28 BLACKWELL PARK LANE, SUITE 201
WARRENTON,VIRGINIA 20186
plan(Ib/yr) (Ib/yr) Credits(%) Phone: (540)349-4500
Fax: (540)349-0321
3 13 TBD TBD TBD TBD TBD TBD TBD
_ VA@BohlerEng.com
3 13 TBD TBD TBD TBD TBD TBD TBD
3 12 TBD TBD TBD TBD TBD TBD TBD LTH �/�
Section 3 Master Plan Comparison � `�
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Phosphorus Removal Anticipated Percent of Percent of Total
Phosphorus Removal achieved Anticipated Amount of Offsite V R N YA R y
Section SWM Facility ID proposed w/master Total Development Amount of Offsite Credits Purchased(Ib/yr) Development Offsite
.� Lic. No. 0402056625 �
plan(Ib/yr) W proposed plan(Ib yr) Credits Purchased (Ib/yr) Offsite Credits(%) Credits(%) � �
3 Pond 13A Treatment Total 9.13 TBD 0 ��
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3 Sheet Flow to Open Space Treatment Total 5.95 TBD s`S�ONAL��
Section 3 Treatment Total 15.08 TBD
Section 3 Nutrient Credits Total 6.8 3.87% TBD TBD SHEET TITLE:
STORMWATER
Phosphorus Removal Amount of Offsite Percent of Total CO M P L I A N C E
Section Block Common Name SWM Facility ID Type of Facility achieved w/proposed Plan# Credits Purchased Development Offsite
plan(Ib/yr) (Ib/yr) Credits(%)
4 14 TBD TBD TBD TBD TBD TBD TBD SH E E T
4 14 TBD TBD TBD TBD TBD TBD TBD SHEET NUMBER:
4 14 TBD TBD TBD TBD TBD TBD TBD C V O�
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DETAILS PROVIDED FOR REFERENCE ONLY.TRASH RACK TO BE CONSTRUCTED P O N D 11 AND STATE ROUTE 643
WITH WP0201700037. 30 15 7.5 0 30 POLO GROUNDS ROAD
CHARLOTTESVILLE
1"=30� ALBEMARLE COUNTY, VA
PON D 11 PROF I L E PROP. PON D 11 RI SER D ETAI L �.� B OH L E R
NOT TO SCALE ���
NOT TO SCALE E N G I N E E R I N G
PROP.TRASH RACK SEE 28 BLACKWELL PARK LANE, SUITE 201
DETAIL SHEET C-905 WARRENTON,VIRGINIA 20186
PROP.TOP=402.75 Phone: (540)349-4500
100 YR WSE=403.23 ----�---
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10 YR WSE-402.38 �-- ----_____�'• ' ____________ _-----------� Fax: (540)349-0321
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2 YR WSE=401.63��==:_____ -----�� ___________! VA@BohlerEng.com
1 YR WSE=401.35 --
TOP OF DAM=405.00 PROP.WEIR=16'WIDE INV=401.50
RIM=408.00 PROP.6"DIA ORIFICE
EMERGENCY SPILLWAY INV=403.25 PERMANENTIBMP POOL=399.00 LTH
100 YR WSE=403.23 INV=401.00 �F
10 YR WSE=402.38
2 YR WSE=401.63 _ $�� PROP.6"DIA ORIFICE � �
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BMP/PERM POOL WSE=399.00 g" PROP. 33.95'-60"RCP @ 2.95%
ELEV.=398.00 - �TO EX.STRUCTURE D11B .p Lic. No. 0402056625 Qi
29.67'-60"RCP @ 1.01% PROP.INV=389.00 SEE POND 11 PROFILE IN WPO � !L,(-/
RIPRAP INLET 33.95'- PLAN WP0201700037 FOR 0 �/
CHANNELPROTECTION 153.54'-60"RCP .t� 1/25/19
60"RCP o ES-1 ENDWALL REMAINDER OF OUTFALL PIPE. � G�
18"CLAY LINER @ 2�95% @ 4.17/o a a a a a � a
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POND BOTTOM INV.OUT=381.12 °
ELEV.=389.00 ° c� 'r' 'I' �
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STABILIZED OVERFLOW � ° ^ � a �
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SPILLWAY(RIPRAP) ' CONCRETE CRADLE (OUTFALL PROTECTION)
ELEV.=403.00 INV.OUT=389.00 ° a a '
�2� �2� P O N D 11
DETAILS
NOTE:
CONTRACTOR TO INSTALL AND MAINTAIN ANTI-VORTEX DEVICE ON SEDIMENT BASIN NOTE: BOLDED TEXT WITHIN THE POND 11 SHEET NUMBER:
SHOWN ABOVE UNTIL THE COUNTY INSPECTOR APPROVES THE TRANSITION TO A RISER AND PROFILE DETAILS INDICATE
PERMANENT FACILITY AND RISER STRUCTURE.(SEE SHEET C-203 FOR DETAIL) MODIFICATIONS FROM WPO PLAN � n05
WP0201700013. `�
H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\BLOCK 8A-SENIOR LIVWG FACILITY-FINAL SITE PLAN\WPO BLOCK 8A-SENIOR LIVING FACILITY\V182023SWO.DWG PRINTED BY:CHEDGES 1.28.19 @ 11:12 AM LAST SAVED BY:CHEDGES