HomeMy WebLinkAboutSDP200600121 Plan - Approved 2006-12-19OLD TRAIL
GOLF COURSE CLUB HOUSE SITE PLAN
MINOR SITE PLAN AMENDMENT
6WYV 'RAL NOTE'S
1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGIN/A
DEPARTMENT OF TRANSPORTATION"S SPECIFICATIONS AND STANDARDS.
2 ANY CONSTRUCTION TO
EXIS77NGBS7ATE MAINEDAN AINED RIGHITIOF WAYR(INCLUDING ACCESS).TAOM THE WRCNA DEPATMENT OF TION PRIOR 70 BEGINNING
J. VOOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING KITH INITIAL CONSTRUC7ION ACTIVITIES.
4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL
FEDERAL, STATE AND LOCAL AGENCIES.
5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT
EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDINSION AND SECONDARY ROADS /N VIRGINIA. THE COMPLETED DESIGN WORKSHEET
APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED
SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE.
6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY
LINES, WATERLINES ETC. , PRIOR TO CONSTRUCTION.
7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES,
THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VOOT. THESE AREAS SHALL BE EXCAVATED BELOW
PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE
WITH CURRENT VDOT SPECIFICATIONS.
8. ALL STORM SEWER DESIGN AND CONSTRUC7ON TO BE IN ACCORDANCE WITH VDOT I AND I LO -94 (D) 121.13.
9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN
THE RIGHT OF WAY SHALL BE MINIMUM CLASS ll/ OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE N077FIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR
REVIEW. CERTIFICATION AND VOOT STAMP WILL BE REQUIRED ON ALL UNITS.
11. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI).
12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS RESIDEN77AL LOT
ACCESS SHALL BE PROVIDED PER THE FOLLOWING CR17ERIA:
• ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE 15" DIAMETER x 20" LONG PIPE AND SHALL CONFORM TO PE -1
PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO
BE INSTALLED WITHIN FIE (5) FEET OF PROPERTY CORNER.
• VDOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER NEIGHBORHOODS THE SAW CUTTING REMOVAL
OF THE STANDING CURB IS UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EXISTING CURB AND GUTTER.
CONTACT VDOT FOR INSPECTION 48 HOURS PRIOR 70 ENTRANCE INSTALLATION.
13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS.
14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED
TO VDOT PRIOR TO PROCEEDING W77H THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR
THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, 70 VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER.
15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ON PLANS IN AREAS OF
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT
SHOWN ON PLAN, IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN,
CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION
OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT
16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS AND/OR
LOCATED A MINIMUM OF 5.5' BEHIND THE DITCH LINE ON OPEN DITCH S7REETS.
17. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES.
18. THE INSTALLAT70N OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR
TO THE PLACEMENT OF AGGREGATE BASE COURSE.
19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN ELOC177ES EXCEED C1niRENT VDOT DESIGN CRITERIA OR WHEN
DITCH SLOPES ARE LESS THAN 0.75% WHERE DITCH SLOPES EXCEED 5.OX 7HE DEVELOPER MAY CHOOSE TO IMPLEMENT EROSION AND
SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL STABILIZATION WHILE ACKNOWLEDGING THAT ADDITIONAL PAVED
DITCH LININGS MAY BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS. PAVED
ROADSIDE DITCHES SHALL CONFORM TO VDOT PG -2A STANDARDS AND SPECIFICATIONS
20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL
21. FVDOT AES AS PPROVAAL DEEMED
OF THESE PLANS WILL EXPIREANCE THREO (3) YEARSF THE DFROMTO THE THE DATED OF ACONDARY ROAD SYSTEM.
APPROVAL.
22. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT OF AGGREGATE
BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE
BASE COURSE(S).
23. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF
0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
24. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST
WEA 7HER CONDIT70NS PER SECTION 315 OF 774E ROAD AND BRIDGE SPECIFICATIONS
25 INSPECTION (PROOF ROLL) PRIORETOGPLACEMENT OF ANYGREGA TE BASE SURFACET7
CE COURSE(S). CONTACT VDOT FOR INSPEC7FOR DEP 774, TEMPLA TE AND PERFORMED THE0NEFOREFIELD
FOR THE
AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
26. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED 70 VDOT IN CONJUNCTION WITH FINAL PAVEMENT
DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION
OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA.
27. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CER77FY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT
STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE.
28. ALL VEGETA77ON AND ORGANIC MATERIAL MATERIAL /S TO BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING
OF THE SUBGRADE.
29. CER 77FICA TION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO VDOT FOR ALL MATERIALS AND BE IN ACCORDANCE WITH
THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS.
30. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION AND/OR MODIFICA77ON
UNDER AN ACCOUNT RECEIVABLE WITH VDOT.
31. 774E NECESSITY AND LOCATIONS FOR ADDITIONAL VOOT STANDARD UNDERDRAINS TO BE DETERMINED AT THE 77ME OF
SUBGRADE INSPECTION.
32. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE
IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION W17HIN VOOT
MAINTAINED RIGHT OF WAY.
33. VDOT SHALL BE PROVIDED DOCUMENTATION THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT
DESIGN THICKNESS PRIOR 70 STATE ACCEPTANCE.
34. GRADE LINES ON PROFILES DEN07E FINISHED GRADE OF CENTER LINE OF ROAD,
35. OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. ROADS WILL
BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY BEFORE CONSTRUCTION.
ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE.
36. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.
37. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET /N CONJUNCT70N K17H ROLL FACE CURB AND GUTTER OR CG -7,
THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET.
ALBEMARLE COUNTYf
VIRGINIA
WHITEHALL DISTRICT
VICINITY MAP
SCALE. 1" = 21000'
THIS MINOR SITE PLAN AMENDMENT IS FOR;:
1. REVISIONS TO THE LOCATION OF THE CLUBHOUSE BLDG.
2. REVISIONS TO THE SIDEWALKS AND DART STAGING AREA.
MARCH MOUNTAIN PROPERTIES L.L.C.
Owner & Developer
NOVEMBER 27, 2006
SHEET TITLE
SHEET NO.
COVER SHEET ................................... 1
SITE PLAN SHEET.. ....... ...................2
APPROVALS
COLLINS ENGINEERING IS NOT
RESPONSIBLE OR LIABLE FOR ANY
CONSTRUCTION OR DAMAGES TO THIS
PROJECT PRIOR TO ALL FINAL PLAN
APPROVALS.
CURRENT DEVELOPMENT: PLANNING AND ZONING
CURRENT DEVELOPMENT: ENGINEERING (INCLUDES VDOT APPROVAL)
ARB
FIRE OFFICIAL
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF HEALTH
BUILDING OFFICIAL
APPROVED
by the Albemarle County
Community Development Depadment
Date 12/19/2006 _
Fib Seezbos•cia%
ZONED: RA RURAL AREAS
MAP #'s: 05500-00-00-08300
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bV TO CNARIO;
VICINITY MAP
SCALE. 1" = 21000'
THIS MINOR SITE PLAN AMENDMENT IS FOR;:
1. REVISIONS TO THE LOCATION OF THE CLUBHOUSE BLDG.
2. REVISIONS TO THE SIDEWALKS AND DART STAGING AREA.
MARCH MOUNTAIN PROPERTIES L.L.C.
Owner & Developer
NOVEMBER 27, 2006
SHEET TITLE
SHEET NO.
COVER SHEET ................................... 1
SITE PLAN SHEET.. ....... ...................2
APPROVALS
COLLINS ENGINEERING IS NOT
RESPONSIBLE OR LIABLE FOR ANY
CONSTRUCTION OR DAMAGES TO THIS
PROJECT PRIOR TO ALL FINAL PLAN
APPROVALS.
CURRENT DEVELOPMENT: PLANNING AND ZONING
CURRENT DEVELOPMENT: ENGINEERING (INCLUDES VDOT APPROVAL)
ARB
FIRE OFFICIAL
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF HEALTH
BUILDING OFFICIAL
APPROVED
by the Albemarle County
Community Development Depadment
Date 12/19/2006 _
Fib Seezbos•cia%
ZONED: RA RURAL AREAS
MAP #'s: 05500-00-00-08300
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GENERAL NOTES I I I I (0
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1. OWNER \DEVELOPER. MARCH MOUNTAIN PROPERTIES L.L.C. 'l/ 11 '�' '/ I'll / , "I "". 11, I I " I �' ) I / I I �p_ I 61�
C
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BEIGH TS DEVELOPMENT CORPORATION I " ." 11 /1" . 11 ll�j _" I �"" , I
I ", '.I "I / / I SCOTT R. COLLINSZ
800 E. JEFFERSON STREET / / / / I ' Z I/ 'i\�' " 1. �,' (.0
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� I I I I , "I - - I I , U No. 35791 '�- 0
CHARLOTTESVILLE, VIRGINIA 22902 /I " ' / . " ' I I " ' - / A� 1�lc
-WAD
TELEPHONE.- (4,34) 245-0100
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FAX.- (4J4) 245-0300 �� 11 .11., I l/ // I
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- MR. GA BEIGH75I " ", /I I /I " I I lb
CONTACT /��' I I / I / I", / I IONAL >
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2 ENGINEER. COLLINS ENGINEERING . I I / / z
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800 E. JEFFERSON STREET , /' I "\" 1, ." / I , )
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A 22902 , , , ,/ , - I I
CHARLOTTESVILLE, V . I I .. - I I I I . :3
TELE. (434) 987-1631 / I/ 1p , / I / () I - I / I 0
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E-MAIL: Sco t t0collins- engineering. com I ; " � " , /' I I-,' \ _j
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CONTACT- MR. SCOTT COLLINS 1: I I 'I-,' \ I " / ,
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-00-00-08300 ,; , 1, I .. I I N , V: 1 0 ." ,�
J. TAX MAP NO.: 05500 I I I 11 / � z b / '.o a
D.B. 2035, PG. 728 � I 1, ; _�'; I .11 ) ,- - /'ll , 1.1,; 1� . I .1 �' \\ 'I', I / z
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MARCH MOUNTAIN PROPERTIES LLC e I : I I , , � � '\ _ 11, I / / PROPOSED CART PARKING,-' � .� \ "I " " / "I -
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800 E JEFFERSON STREET ,. I ! " , I C ; '�- . I, '4 . I I / \� -.1 36 " - 0
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CHARLOTTESVILLE, VIRGINIA 22902 ,� (. ,-, , , � ... I . I'll , / . \ 'I-,' \ \ .", 1-0- '' " _j
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4. GPIN NO.: 421012905814 :1 I 11 I .! . / / �1,1/1_ _U. N;
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5. ZONING : RA RURAL AREAS (SPECIAL US PERMIT) I I I ,. / ��" " / 1\ 'Z"'.",_ ,. I _0
I I �' % �'' j I � 1 '7�� � _�
/� I / 1. " _ ,
, , "� 41"Ap"
. I I 1! � 50' O." M_ ,
j/ ;l' / I "', I �' PROPOSED DRIVEWAY
; ," - - z r-:
; , t'; �"
" - 7,5 � I ,
" " � ( - '19��-: � 'S FOR CATERING - " -1 t - /I 0
SP -02-16 / I SETBACK CK ACCES � / , /. 7 � 11 c\l
I I 1, I'll 11
/ - i - - " �"_� / '/ " , i_ '� I-
, I I I , , -, '�� � - I /'.,
I , " TRUCKS , � _-, . I
SP -02-79 . / " I i l/ \ I--,' 60.7' \ 1�11 I I ,�� - � -,-'�� - I E
. A ov '(ASPHALT TYP.) � 1, , , .. � I "I I �/"_.' '; 7 1 � 7
6. USE : GOLF COURSE DEVELOPMENT Z, I '�_ _ ! (A w
1/1 1; " 71 ) _'. - " �'\ I �' , - u �
AL I , / ' I I ! I I - �\-1- 11 '7 .*- " . U) c
7 NUMBER OF BUILDINGS : 2 TOTAL , I - 4" ICK Lu Q)
I . . I I z
CLUBHOUSE.• 6,850 SO. FT � (TYP.) - \ I I a E
" I - -_ I i I 11 _0
MAIN7ENACE BLDG. 7,488 SO. FT ' � /I I 11 I . . "/" 0
� '.�;'?� I / - Q)
11 ,. 1
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I Lk I I I I ,/ _� '.
I , -..- I ; m 4
; .) - ' I � � 84' --*'7,- , 11 "�' \ I � � I . > 0
8. MAX. NUMBER OF EMPLOYEES.• 10 I I " I " �i /;� I "� � .� I � I ,I 7M , ". " � ' --- LLJ c
I r"' � , '! , , I 1 � kOPOSED HAND. � �/ "I
, . , I" - r / - / �."' � I ��
9. PARKING SPACE REQUIRED: 82 (4x18 HOLES + 10 EMPLOYEES) _" � _� '00: , � �"'. ENTRANCE I . I - \ : (A w 0
1 I I ": I I � I 'a
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10. PARKING SPACE PROVIDED. 90 / ; I ; - "il. I � . f �� i " ,� I' a \ , � , I
�� � , �. t", �_ I � I., 1, 1� , I
i -1 . " IZ ', 39.3'
11. MAXIMUM STRUCTURE HEIGHT- 35' � e 11 � I �' � - - , 1, A I -_ - -_ - - - _ -_ - - - - �' " I I/ > U)
12. BUILDING SETBACK.- ALL BUILDINGS ARE SET BACK GREATER ; � ." �� - 'z 11 Y,.T I-734- PROPOSED HVA , I '�/ N06*29'57"E uj a)
. : � I U)
I ; . I �'. , '� PROPOSED HAND. , I DENOTES BENCHMARK :3
0 50' FROM CLUBHOUSE PROPERTY LINE. . I I, 11-1 AMP LOCATION.,AN PAD - - - � �,2 - -_ 1. 0
THAN OR EQUAL T ; : k 1� . � 11 7M.&5 AND ACCESS ' - - -_ - - I COR. CONC. PAD i &a -C
\. I ''. - -
1.3. PARKING SETBACK. 20' PARKING SETBACK ADJ. TO RESIDENTIAL OR RURAL DISTRICT I � � 1. I ( . - "I \ , tLEVATION=729.03 ■6 1. ,32�"_ �, /I .", -0
14. MAXIMUM HEIGHT OF PROPOSED RETAINING WALLS.• 4" ABOVE GROUND I 11, � I 11 \ "I 11 I �
0
" 1_261N .. " (
\1 1, - /
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IMPERVIOUS AREA: 2.59 A C � , . / 14 . .- �'� 0 � I 1
15. MAXIMUM AMOUNT OF IMPERV � , � PLANT BE 5 RISER PLANT BED I �l
� : '�� -11 I . 0
16. ALL AREAS INTENDED TO BE DEDICATED OR RESERVED FOR PUBLIC USE. ; % I ... 1114 : I- j, _� - I.-
! I I / I i 6' CONIC. ...", '�' - .. I ''. �. --, _. - -_ -_ �� z � I
� I - ', ", " - ft- I - - I " _0
JZ UTILITIES. SEWER. COUNTY SEWER - AVAILABLE ON THE S17E **PRIVATE SYSTEM i I � - .. r= I I �Ah�z� -11.1. _____.'. I ; , I -
WATER: COUNTY WA TER - A VAILABLE ON THE SITE 1, . % ""'� PROPOS RT PATH / I DWK 1 141� - " \-728--'_-_ __' - - -1 - � . � /
� (ASPHALT TYP.' '_� - � - - 6' BRICK 3' -734 , , 'I�. � � I
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1& DRAINAGE.• ROADSIDE DITCH & STORM SEWER I �, 11 �". I 1. - - I I SDWK(TYP.) - 31 � � �� ;, I Cn
. 1, , � , -1 _� - I I I " 0 I " 3:
, � I 11, I, 1I 1 �'�M'0813%11'1 - 1 I \ � . . "tl ; %, _0
19. DRAINAGE DISTRICT LICKINGHOLE DRAINAGE BASIN (WATER RESOURCE PR07EC77ON AREA) 11 I I 211INP 'r IN IOSED R AINI G �' . �. I 0
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/ WALL ARO TIN "I i I __ , - i
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20. WATERSHED. S. RIVANNA RESERVOIR 6' P"N77NO BED ELEC. T NSF MER �' � I 0
11 I I I 1, , � I 0
1
21. DRAINAGE: : I \ \ , I � \1 1, " 4 . .1 . � 72' EXISTNG GOLF - - - [ - : � I "I "
� I \ . -1, I /"jo I .1. .,-EMPLOYEE PARKING I I I I
i � I � I ,� / 1� � I " 1� I
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THIS S17E WILL CONTRIBUTE TO A REGIONAL STORMWATER BASIN. COMPLIANCE , -11 , 1, - '. c
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WILL BE ACHIEVED THROUGH A PRO -RATA SHARE CON7R1BU77ON BASED ON ' � - 1. 1. 1 732 E
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I . I 1) ""t li 11 - ". ; .� � 7 6'�_ _-v- � � 11 '' -0
1, I I �� ( , - . .. i I - . �' I , � I I "._�; i t
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THE INCREASE IN VOLUME AND VELOCITY OF THE STORMWER. ! 11 I - ' ' c
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RIO-RETEN77ON AREAS MAYBE U77LIZED ONS17E TO HELP ACHIEVE WATER '�' I I �' , �� _'�i " , ''I 11 . ,� /_ ��' - Al I I .; i� 11 � 11 ; I _ I -_ .. : E
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11 , I I � � � i � 0
11 / � 3 R* rR6 I " i ; . I '�' I � I
QUALITY COMPLIANCE. THE SITE WILL DRAIN TO AN EXIS77NG FARM POND. - 11 I \1 '� - �' j?'9 �111' I 1: I i , I I � ; I ; -
I � I - \ PROPOSED HAND. .- ri I c
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22. TOPO & SURVEY TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR , I / \ ' RAMP ANp . ,� \ '..__'�: �'�� �'_
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