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HomeMy WebLinkAboutOCPB agenda 030613-2I. ECE GENERAL NOTES GENERAL NOTES 1. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY DATA SUPPLIED BY R. S. JONES AND ASSOCIATES, INC. 2. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL MEASURES. FOR ALL WORK W /IN PUBLIC R/W PER THE AND B:ff- AND LOCAL CITY INSPECTORS DIRECTION. 4. ALL CONSTRUCTION SHALT. BE. PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND /OR SPECIFICATIONS, LOCAL STANDARD DETAILS AND CONSTRUCTION STANDARDS, STATE CONSTRUCTION STANDARDS, AND OTHER APPLICABLE CONTRACT DOCUMENTS, 5. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND ASSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL NC ONE CALL (PREVIOUSLY ULOCO) AT 1-800-632-4-949 FOR UTILITY LOCATING SERVICES 48 HOURS PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 6. UNDERGROUND UTILITIES SHOWN USING BEST AVAILABLE INFORMATION. ALL LOCATIONS SHALL BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE MORE UNDERGROUND UTILITIES THAN ARE SHOWN HEREON. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATIONS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES TO REMAIN DURING ALL DEMOLITION AND CONSTRUCTION ACTIVITIES. 8. ALL CLEARING, GRUBBING AND UNSUITABLE FILL MATERIAL SHALL BE DISPOSED OF LEGALLY. 9. ALL PAVEMENT, CURB, STORM- DRAINAGE PIPE, AND STRUCTURES TO BE REMOVED SHALL BE HAULED OFFSITE AND DISPOSED OF LEGALLY. 10. ALL SHALL BE SERVED BY WELL AND SEPTIC. CONTRACTOR SHALL NOT MAKE ANY MODIFICATIONS TO THE APPROVED DRAWINGS WITHOUT PRIOR APPROVAL OF BOTH THE DESIGN ENGINEER AND LOCAL. INSPECTOR. GRADING c4c STORM DRAINAGE - NOTES__ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL CONSTRUCTION STANDARDS, SPECIFICATIONS, AND PROCEDURES AND THE NCDENR'S SEDIMENTATION AND EROSION CONTROL STANDARDS, SPECS., AND PROCEDURES. 2. CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE STATE AND LOCAL PERMITS REQUIRED FOR THE COMMENCEMENT OF GRADING OPERATIONS HAVE BEEN OBTAINED PRIOR TO START OF GRADING. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES PRIOR TO THE BEGINNING OF DEMOLITION AND /OR CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES TO REMAIN DURING ALL CONSTRUCTION ACTIVITIES. 5. ALL STORMWATER MANAGEMENT FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO MEET ALL STATE AND LOCAL REQUIREMENTS, INCLUDING 2007 STATE STANDARDS FOR WATER QUALITY AND DETENTION FACILITIES. 6. EROSION CONTROL MEASURES SHALL BE PROVIDED AS NEEDED TO PROTECT ADJACENT PROPERTIES. 7. CONTRACTOR SHALL PROVIDE ALL STAKING, FLAGGING AND /OR FENCING NECESSARY TO PROVIDE PROPER PROTECTION OF THE STREAM BUFFER. VICINITY MAP (NOT TO SCALE) P:\12- 0171s12 -017 Drawings\Review\l2. -017 RevieW.dwg, Cover, 2/21/2013 1100:10 MAJOR SLTBDIVISON - PRELIlV1INAR1' PLAN FOR:. N DALE A N Nil A I I AT CREEK WOOD ROJECT DAT SITE INFORMATIO PIN NUMBER: 9880-28-1953 DEED REFERENCE: BOOK 5368, PAGE 194 ACREAGE: 36.46 ACRES ZONING: RB -- RURAL BUFFER WATERSHED: JORDAN LAKE UNPROTECTED OVERLAY TOWNSHIP: 7 SCHOOL DISTRICT: CHAPEL HILL - CARRBORO FIRE DISTRICT: NEW HOPE PROPOSED SITE DATA: NUMBER OF LOTS. 11 WELL & SEPTIC LOTS AVERAGE LOT SIZE: 2.06 ACRES MIN. LOT SIZE: 2.00 ACRES OVERALL DENSITY: 11 LOTS / 36.46 ACRES 0.30 UNITS PER ACRE LINEAR FEET OF NEW ROADS: 1,260.84 LF ACRES IN OPEN SPACE: 12.16 ACRES SLOPES >15% DISTURBED: 1,732 SF FRONT SETBACKS: 40' SIDE & REAR SETBACKS: 20' LAND USE BUFFER: 75', TYPE B, OPTION 1 MIXED PROPOSED ROADWAY DATA: DUMFRIES LANE 0.49 ACRES RIGHT-OF --WAY 314 LINEAR FEET OF CENTER LINE 11,977 SF IMPERVIOUS AREA LOCKWOOD COURT 1.11 ACRES RIGHT -OF- -WAY 853 LINEAR FEE OF CENTER LINE 26,542 SF IMPERVIOUS AREA OPEU SPACE CALCU ATI NS: 75' LAND USE BUFFER ALONG WHITFIELD OPEN SPACE LOCATED EAST OF LOCKWOOD OPEN SPACE LOCATED WEST OF DUMFRIES OPENS SPACE LOCATED AROUND STREAM OPEN SPACE LOCATED IN POSA TOTAL OPEN SPACE PROVIDED IMPERVIOUS SU FA E CALCULATIONS: PROPOSED IMPERVIOUS SURFACE LIMIT TOTAL LOT AREA TOTAL IMPERVIOUS ALLOWED IMPERVIOUS AREA FOR DUMFRIES IMPERVIOUS AREA FOR LOCKWOOD T TOTAL ROADWAY IMPERVIOUS AREA IMPERVIOUS ALLOWED FOR EACH LOT TOTAL NUMBER OF PROPOSED LOTS SUBTOTAL IMPERVIOUS FOR ALL LOTS 10% OVERAGE ALLOWANCE •= TOTAL IMPERVIOUS FOR ALL LOTS TOTAL ROADWAY IMPERVIOUS TOTAL LOT IMPERVIOUS W TOTAL PROPOSED PROJECT IMP. 2.61 LEGEND 0.24 ACRES 2.22 ACRES iFl ACRES EXISTING 12.16 PROPERTY LINE SF 0.88 ACRES (38,519 SF) EASEMENT _ (11,000 - - X 11 SETBACK 2.78 ACRES RIGHT -OF -WAY SF) 0.2a - 1210 SF CENTERLINES --�- -- ACRES - �" 0.88 ACRES -- CURB & GUTTER 3.06 -- --� SF EDGE OF PAVEMENT SIDEWALK CREEK STRUCTURE NO. (1 c CATCH BASIN ■ z YARD INLET 13 STORM DRAINAGE JUNCTION BOX 0 CURB INLET Lw ID SANITARY SEWER MANHOLE O > Z C.Q. SANITARY SEWER CLEANOUT ! -- -- -- METER BOX w VALVE 0 ILL FIRE HYDRANTo FIRE DEPARTMENT CONNECTION z LIGHT POLE qp UTILITY POLE AND GUY WIRE 1---�p F"p CABLE TV LINE �- CU _ __�_ xTV -- UJ TV ELECTRIC E .....r..xc a Z�-U�U.I FIBER OPTIC CABLE F0 --XFO - GAS LINE ---- G --xG I OVERHEAD UTILITY LINE : CJ --XQH- ? --OH SANITARY SEWER - xss- "-'�"" " ss- STORM DRAIN PIPE sa W - xso TELEPHONE --XT © T WATER LINE -- w -xw - - -- GRAVE CONTOUR 400 ---- ° FINISHED GRADE SPOT ELEVATION +356.44 x 356.44 CLEARING LIMIT /TREE LINE 0 LIMITS OF DISTURBANCE Ck 10L U DITCH OR SWALE FLOWLINE --� -� - - - "' TREE PROTECTION FENCE N c%I ce) 0 SILT FENCE SF SF SF FENCE X X RIP RAP APRON CHECK DAM SEDIMENT FENCE OUTLET EIP EXISTING IRON PIPE 0 EIR EXISTING IRON ROD IN INLET PROTECTION IPS IRON PIPE SET Q WHEELCHAIR RAMP WCR NS PK NAIL SET X ELECTRICAL TRANSFORMER Q CP COMPUTED POINT R/W 0 ROJECT DAT SITE INFORMATIO PIN NUMBER: 9880-28-1953 DEED REFERENCE: BOOK 5368, PAGE 194 ACREAGE: 36.46 ACRES ZONING: RB -- RURAL BUFFER WATERSHED: JORDAN LAKE UNPROTECTED OVERLAY TOWNSHIP: 7 SCHOOL DISTRICT: CHAPEL HILL - CARRBORO FIRE DISTRICT: NEW HOPE PROPOSED SITE DATA: NUMBER OF LOTS. 11 WELL & SEPTIC LOTS AVERAGE LOT SIZE: 2.06 ACRES MIN. LOT SIZE: 2.00 ACRES OVERALL DENSITY: 11 LOTS / 36.46 ACRES 0.30 UNITS PER ACRE LINEAR FEET OF NEW ROADS: 1,260.84 LF ACRES IN OPEN SPACE: 12.16 ACRES SLOPES >15% DISTURBED: 1,732 SF FRONT SETBACKS: 40' SIDE & REAR SETBACKS: 20' LAND USE BUFFER: 75', TYPE B, OPTION 1 MIXED PROPOSED ROADWAY DATA: DUMFRIES LANE 0.49 ACRES RIGHT-OF --WAY 314 LINEAR FEET OF CENTER LINE 11,977 SF IMPERVIOUS AREA LOCKWOOD COURT 1.11 ACRES RIGHT -OF- -WAY 853 LINEAR FEE OF CENTER LINE 26,542 SF IMPERVIOUS AREA OPEU SPACE CALCU ATI NS: 75' LAND USE BUFFER ALONG WHITFIELD OPEN SPACE LOCATED EAST OF LOCKWOOD OPEN SPACE LOCATED WEST OF DUMFRIES OPENS SPACE LOCATED AROUND STREAM OPEN SPACE LOCATED IN POSA TOTAL OPEN SPACE PROVIDED IMPERVIOUS SU FA E CALCULATIONS: PROPOSED IMPERVIOUS SURFACE LIMIT TOTAL LOT AREA TOTAL IMPERVIOUS ALLOWED IMPERVIOUS AREA FOR DUMFRIES IMPERVIOUS AREA FOR LOCKWOOD T TOTAL ROADWAY IMPERVIOUS AREA IMPERVIOUS ALLOWED FOR EACH LOT TOTAL NUMBER OF PROPOSED LOTS SUBTOTAL IMPERVIOUS FOR ALL LOTS 10% OVERAGE ALLOWANCE •= TOTAL IMPERVIOUS FOR ALL LOTS TOTAL ROADWAY IMPERVIOUS TOTAL LOT IMPERVIOUS W TOTAL PROPOSED PROJECT IMP. 2.61 ACRES 0.24 ACRES 2.22 ACRES = 6.76 ACRES 0.33 ACRES 12.16 ACRES 10.81% 36.46 ACRES 0,5$8,198 SF 3.94 ACRES (171,684 SF) 0.27 ACRES (11,977 SF) 0.61 ACRES (26,542 SF 0.88 ACRES (38,519 SF) 0.25 ACRES. (11,000 SF) X 11 2.78 ACRES (121,000 SF) 0.2a 6CRES 1210 SF 3.06 ACRES (133,100 SF) 0.88 ACRES (38,519 SF) 3.06 ACRES . (.1.33.10 SF 3.94 ACRES (171,619 SF) OWNER /DEVELOPER:. WHITFIELD LOTS, LLC C/O TOM HEFFNER 200 KENILWORTH PLACE PHONE: (919) 929 --9633 MOBILE: (919) 880- -6279 TOM @CH AP ELH I LLN C. COM ENGINEER: CHARLES P. KOCH P.E. EARTHCENTRIC ENGINEERING, INC. 204 WEST CLAY STREET MEBANE, NC 27302 PHONE: (919) 3639041 FAX: (919) 304-3234 PHIL. KOCH@EARTHCENTRIC.COM SURVEYOR: ROBERT S. JONES R.S. JONES @ ASSOCIATES, INC. 121 WEST CLAY STREET SUITE A MEBANE, NC 27302 PHONE: (919) 563 - --3623 FAX: (919) 563-0086 BOBBYJ@RSJONESANDASSOCIATES .COM LAND PLANNER: THE DESIGN RESPONSE 1616 EVANS ROAD SUITE 205 CARY, NC 27513 PHONE: (919) 678- -8050 FAX: (919) 678 -8150 LKING@THEDESIGN RESPONSE, COM INDEX OF DRAWINGS: C--1 COVER SHEET C -2 EXIST, COND. / DEMOLITION C -3 SITE & UTILITY PLAN C-4 GRADING & STORM DRAINAGE P--1 DUMFRIES LN PLAN & PROFILE P-2 LOCKWOOD CT PLAN & PROFILE D-1 STORMWATER DETAILS D-2 DOT ROADWAY DETAILS CALL BEFORE YOU DIG... IT'S THE LAW. CALL. N.C. ONE-CALL(1 -- 800 - --632- -4949) FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING GRADING OR TRENCHING. NORTH CAROLINA GENERAL STATUTE 87 --102 APPROVAL M. Q� M MM/P� w M 0 T� CU .w 71! w� PIN 49880- 28•-19 0 w U E U c N �- mo � co Crl W ��� 0 c c� En o �U a rn �Z� -SSE Co c: 'co -� O y� N cc: 2 Ip,iiaaiof W ;cC Qa. 4. z W Z U z d tJ � a z z o U ��ev) 0) Lun.vvU. U cn (q U) IL LL c ¢ z a. > Z m w ILL LLJ z Q CU W UJ a Z�-U�U.I I Q : CJ w ? t n O W _ cn © W it > W aat:W00 0 aC Ck 10L U ..3 N c%I ce) 0 0 u j C) *- C] 0 0 LU N ce) d u) t� DATE.: ow SEPTEMBER S 2012 HORIZONTAL SCALE: VERTtCAL.SCALE: NIA PROJECT MANAGER: CPK DRAWN BY: OPK !' PROJECT NO: 32 -417 DRAWING NAME: 12.017 REVIEW' THIS DRAWING AND THE DESIGN HEREON ARE THE PROPERTY OF EanhGenub Englneaft, Ino, THE INFORMATION ON THIS DRAWING IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE REPRODUCTION OR OTHER USE OF THS DRAWING IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENr OF EeithGen* Engineanng, Ina, :g IS PHOHIBITED. COPYRIC T 2013 EaahGont& Englneedng, Inc. SHEET NO. t PRELIMINARY MAJOR SUBDIVISION PLAN , 1 /2 "EIP r- N 59'47' 52" W 32.13' EDWARD N. TOSTANOSKI, JR. DB.1885 P.324 ZONE: RB N DUKE UNIVERSITY L \ DB.109 P.355 r GRID NORTH NAD 83(2012) \ Toy UP i 91\ r \\ \ s S2 o 'a ° a Tye c '/c, Xl. 'AIL { CALL BEFORE YOU DIG... IT'S THE LAW. CALL N.C. ONE-- CALL(1 -- 800 -632 -4949) FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING. GRADING OR TRENCHING. NORTH CAROLINA GENERAL STATUTE 87 -102 P:\12- 017\12 -017 Drawings \Review\12 -017 Review.049, Exist-Demo, 2/21/201311:00:26 AM ZONE: RB , S81'27_ , u, W --r Al - .1621.99' MaN f �UM T 1 UP -i�vj= --_� Q _ -= --rte �-•-Y -°`'�� _ X °" S CONCRETE MONUMENT -w.�. P �-�-- -' CONCRETE MONUMENT 1 ti 190 w 1 /2 "REBAR TRIANGLE LAND CONSERVANCY DB.1953 P.580 LOT 2 PB.83 P.166 ZONE: RB 1 /2 "EIP ._ � -2'iE r 3/4 "EIP 47 03 VICINITY MAP (NOT TO SCALE) CURVE TABLE LINE CURVE RADIUS DELTA ARC ITANGENTCHD. PB.85 P.130 BEARING CHORD Cl 1090.92' 54'08'00" 1030.70' 557.45' S75'24'30 "E 992.79' C2 3018.50' 3'43'01" 195.83' 97.95' S45'08'1 0 "E 195.79' C3 525.00' 12'28'13" 114.27' 57.36' N22'29'52 "W 114.04' C4 475.00' 12428'13" 103.38' 51.90' N22'2952 "W 103.18' C5 375.00' 30'14'33" 197.94' 101.33' S13'36'42 "E 195.65' C6 425.00' 3014'33" 224.33' 114.84' S1 3'36'42 "E 221.73' C7 25.00' 48411'23" 21.03' 11.18" 525'36'15 "W 20.41' C8 50.00' 19'54'10" 17.37' 8.77' N39'44'52 "E 17.28' C9 50.00' 59'20'26" 51.78' 28.49' N00'07'33 "E 49.50' C10 50,00' 27'48'21" 24.27' 12.38' N43'26'50 "W 24.03' C1150.00' 38.33 42'51'18" 37.40' 19.62' N78 "46'40 "W 36.53' C12 50.00' 50'56'01" 44.45' 23.81' 554'19'40 "W 43.00' C13 50.010' 75`32'29" 65.92' 38.74' S08'54'35 'E 61.25' C14 25.00' 48411'23" 21.03' 11.18' N22 635'08 "W 20.41' C15 175.00' 6'46'07" 20.67' 10.35' N35'48'01 "E 20.66' C16 175.00' 34 "04'32" 104.08' 53.63' N15'22'42" :E 102.55' C17 175.00' 2'50'34" 8.68' 4.34' NO3'04'51 "W .8.68' C18 25.00' 48'11'23" 21.03' 11.18' S1 9'35'34 "W 20.41' C19 50.00' 23'41'46" 20.68' 10.49' N31 °50'22 "E 20.53' C20 50.00' 71'13'01" 62.15' 35.81' N1 5'37'02 "W 58.22' C2150.00' 76`40'32" 66.91' 39.54' N89 "33'48 "W 62.03' C22 50.00' 104 "47'27" 91.45' 64.92' 500417'47 "E 79.22' C23 25.00' 48'11'23" 21.03' 11.18' N28'35'49 "W 20.41' 024125.00' 43'41'13" 95.31' 50.11' N1 7'20'29 "E 93.02' C25 1692.02' 10'32'37" 311.37' 156.12' S47'44'02 "E 310.93' C2611.015.92'1 24'44'13" 438.61' 222.78'1,, S81'22'55 "E 435.22' GRAPHIC SCALE a0 180 ( IN FEET ) ], inch = 80 ft. 2M LINE TABLE LINE LENGTH PB.85 P.13C (D 46.10 PB.85 P.130 L2 ELIZABETH A. MANSFIELD S16'1545 "E DB.2091 P.308 29.60 .ZONE: RB L4 79.30 S01 "30'34 "W L5 22.83 S01 *30'34"W L6 56.47 501'30'34 "W L7 98,42 p r EOP L8 EOP C(?VCRETE N33'20'57 "W MONUMENT �,,.' • CONTROL CORN Ef3 °- 122.43 N60'11'28 "W 1-10 64.75 S88'4258 "W CONCRETE 55.32 �i MONUMENT L13 GRAPHIC SCALE a0 180 ( IN FEET ) ], inch = 80 ft. 2M LINE TABLE LINE LENGTH BEARING L1 46.10 S16'15'45 "E L2 51.97 S16'1545 "E L3 29.60 N61 '36'33"E L4 79.30 S01 "30'34 "W L5 22.83 S01 *30'34"W L6 56.47 501'30'34 "W L7 98,42 N29'23'36 "W L8 94.26 N33'20'57 "W L9 122.43 N60'11'28 "W 1-10 64.75 S88'4258 "W L12 55.32 N21'19`32 "W L13 30.66 580'26'07 "W L14 50.34 580'26'07 "W L15 113.79 S80'26'07 "W L16 55.19 N,39'1 1'05"E L17 91.43 504'30'08 "E L18 91.43 N04'30'08 "W L19 48.57 N39`1 1'05 "E L20 84.46 S43 "16'39 "E L21 90.33 N14'56'29 "E L22 88.12 N06'10'51 "W L23 21.28 N50'07'09 "W L24 62.38 N07'42'23 "W L251 77.55 N14'14'06 "W L261 67.101 N54409'51 "W L27 38.33 N50'07'09 "W PIN #9880 -28 -1953 M °Q d U U E' {U eel c U to w to CD 6 W . N M C!y9 � d' `. .}..+ C. N {r3 C Z Z - T- �Z a ' cz w CO 0 N rL lL LU 061A� .. w N w M . CL CL M °Q d U U U� eel Lu U to w to Ll- h Z (OZ) u- W 0 M °Q d U U Lu U to w to Ll- u- z 0 ac LU U) c" oMZ�o Lu ji LL z to 0 � ' �1)X a < 0c_U cul c z cn w o w cc > i.-- ©ccLu0 0 d a. 0.. (1) _! cj N 0 0 cl) W--- � w c.4 c l t LO a DATE: SEPTEMBER 5 2012 DRAWING NAME: 12.017 REVIEW THIS DRAWING AND THE DESIGN HEREON ARE THE PROPERTY OF EarlhCanlrk Engtnearing, Irw: THE INFORMATION ON THIS.DRAWiNG IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE REPRODUCTION OR OTliER USE OF THIS DRAWING IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF EarlhCenalc Englnearing, Inc., IS PROHIBITED. COPYRIGHT 2043 Fact Centric Engtnaering, Ina. SHEET NO. PRELIMINARY MAJOR SUBDIVISION PLAN N ZC� w 1 /2 "EIP Ivi N59 47 52 W 32.13' GRID NORTH NAD 83(2012) 1 /2 "EIP EDWARD N. TOSTANOSKI, JR. DB.1885 P.324 ZONE: RB UP OPEN SPACE > 106,836 SF 245 AC DUKE UNIVERSITY DB.109 P.355 ZONE: RB 1 "EIP 99' ;. .:.:, :...,- ^...... ... 0 Crt10N AAA i '.'. -5Cl' IRFE PIR .: . V. �' .39' ....... ra............. t + / 1 /2"REBAR ' ' .': •�. ................. n7 .�� ;�,. ...-� + + + + + + •.. . ................. . . ..... . + + + + f + 81'27'10AW i64.8d' t`yf`' .t :.:............. + .. + + + . + + + + + + + + o .. / �• \ it W� p + + + + + �`s k + + + + + + + + + fl :.'.'.'.; :..:.:� .. ".`.'... pN RREA ......... + + + + ` \ ., ""� \ + + + + + l LOT 3 I+ + + + .� ,...�..,.. 1/2 "REBAR :�;. .:.......5Q •REE PRQ , .... -.-- + + + + + + e� ` " y \: \ + + + 1 2.0i 87,418 AC F / o o V. . .......... + + + + + ^ �s s,�� LOT 4+ �' + + + # �•h n..•,, 1 I ti ± + + + + :% TRIANGLE LAND CONSERVANCY ... �r9,r�F\ OPEN SPACE- °�.. 1 87,198 SF � � �. � .: :' 397,748 SF 2.00 AC •� r� + + + + + a Df3.1953 P.580 + + + + ! \ LOT 11 + + + + ~� + + + + 9.14 AC �`'• f LOT 2 90,027 SF ••�,G�• PB.$3 P.166 1 2.09 AC + + + :1 ZONE: RB t 1 + + + + + + 11 �� / LOT 2 :' :' :': / / 87,371 5! rn 7fi + } `f + -F � 2.01 AC _\ .g5, yr, .J + + + 4 + + + +� 1.5. x Poss113LE HOME / ��, + + �ry 000, � ` '- I + + + + + + + + \� \ •A • I... LOCATIONS SHOWN / ` + .{ -w�1 f° \ /'.".'•'... TYP. '� j 87120 SF / i / \ \ r 074.0' G--G i - -- TYPICAL WELL rk, + + + + �� G ;; „ /2 "EIP 2.00 AC/ LOCATION t,.. g / + + + I N8' 59 38 ! DUMFRIES LANE / h d LOT 5 ( , 0.49 ACRE R/W � � \ rf- � • M . 87,121 5F OPEN SPACE (POSH) � 314 LI• --�' .. -- ' ' ° ,, no , f + + + 2.00 AC 14.228 Si- \ block wail a �1 E P \N86'44'47`W EO C21Q � �' ..�. • - .,,,. • N r � + / � 0.33 AC N89'59'37 "E ..... � �, �"' � �.. -.� ,. • Af • .�•- � - ' GGE�S � �gEM� � � � � - . i `• � • "tA�5•q �� r� t . vf +' .-•- -,t �-- + t -.� r 72;12' -- ' o + + . ¢ • ' �. �. �- .�- ; „w • ' 1- 20' AG r-- 40.0' + + + + + c� 40.0' LOT 9 + .� 36 1$g - + + + r •'. 87.7'53 Si= � �,- 'c - + + + + + t 2.01 AC rn + + ++ �, • 1 + + + + + + I LOT SF N o m v + { `� � 9 \r C + + + + + 1 200 AC I 1 + 50A j + + , t . a + + + 50.0` . O�VCRETE\ 1/2 EIP 10'x70 ` + MONU ENT SIGHT �/ , + �. + + + F . _ 1 ..... . \ �,% \ LOT 6 ... . � ' -\ •� �.. \ � - 87.964 S r� _,...� . .. ........ I \ TRIANGLE, �.� /r� + + C \ ,. 2.00 AC _.. �' ..-- r............ ... -l... CALL BEFORE YOU DIG... IT'S THE LAW. CALL N.C. ONE- CALL(1 -800 -- 632 -4949) FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING 'GRADING OR TRENCHING. NORTH CAROLINA GENERAL STATUTE 87 -102 . Site Plan, 2(2-S /20131: w � .. �. \ I � � � � .:: E 1/2 UP `5 I -... + + + rte.. } - --,4 `` ' *�` � -t 1 �� ��':�. ..�•.. ..�.... ....�•� -• """'"' 147.03 + + r -�-•� './ \ / �.,��.. • •'.... 80, 5� g /4'EIP VICINITY MAP (NOT TO SCALE) CURVE TABLE LINE CURVE RADIUS DELTA ARC TANGENT CHD. BEARING CHORD C1 1090.92' 54'08'00" 1030.70' 557.45' S75 424'30 "E 992.79' C2 3018.50' 3'43'01" 195.83' 97.95' S45'08'10 "E 195.79' C3 525.00' 12 "28'13" 114.27' 57.36' N2229'52 "W 114.04'. C4 475.00' 12'28'13" 103.38' 51.90' N22'29'52 "VII 103.18'` C5 375.00' 30"14'33" 197.94' 101.33' S13'36'42 "E 195.65' C6 425,00' 30'3433" 224,33' 114.84' S1 3'36'42 "E 221,73' C7 25,00' 48'11'23" 21.03' 11.18' S25'36'1 5 "W 20.41' C8 50.00' 19'54110" 17.37' 8.77' N39`44'52 "E 17.28' C9 50.00' 59'20'26" 51.78' 28.49' N00'07'33 "E 49.50' C10 50.00' 27'48'21" 24.27' 12.38' N43'26'50 "W 24.03' C1 i 50.00' 42'51'18" 37.40' 19.62' N78 °46'40 "W 36.53' C12 54.00' 50'56'01" 44.45' 23.81' S54 "1 9'40 "W 43.00' C13 50,00' 75'32'29" 65.92' 38.74' S08'54'35 "E 61.25' C14.25.00' = 48'11'23" 21.03' 11.18' N22'35'08 "W 20.41' C15 175.00' 6 °46'07" 20.67' 10.35 N35'48'01 "E 20.6.6' C16 175.00' 34'04'32" 104.08' 53.63' N15 *22'42 "E 102,55' C17 175.00' 2'50'34" 8.68' 4.34' NO3'04'51 "W 8.68'. C18 25.00' 48'11'23" 21.03' 11.18' S1 9'35'34 "W 20,41' C19150.00' 23'41'46" 20.68' 10.49' N31 '50'22"E 20.53' C20 50.00' 71`13'01" 62.15' 35.81' N15'37'02 "W 58.22' C2150.00' 76'40'32" 66.91' 39.54' N89'33'48 "W 62.03' C22 50.00' 144'47'27" 91.45' 64.92' 800'17'47 "E 79.22' C23 25.00' 48'11'23" 21.03' 11.18' N28'35'49 "W 20.41' C24128.00' 43'41'13" 95.31' 50.11' N17'20'29 "E 93.02' C25 1692.02' 10'32'37" 311.37' 15612' 547'44'02 "E 310.93' C26 1015.92` 24`44'13" 438.61' 222.78' 581'22'55 "E 435.22' i / \ LOT 8 �. ' + 3/4 EIP 102,2538E f j `�,. LOCKWOOD COURT 'r \ 2.35 AC / 1.11 ACRE R/W t f ; 853 LF TYPICAL SEPTIC %30 `� \, 4J \ / FIELD LOCATION . ! \ $Q a 26.0 G- G J, 2 PB.85 PA 30 ONCRETE 703.96. JIS \ \ a 3 MONUMENT / »w _. • r� ON ` \ �'�� �/ I'. . . . /' t . c'x a� \s�,� �� ` PB.85 P.130 �F��.•/ I ��� \ o5 fi ELIZABETH A. MANSFIELD DB.2091 P.308 ZONE: RB CID fps ro► RO ♦ t "'' /�'f I '�sa l= �Q�� . OPEN SPACE + X63 r `so \ 10,334 SF %TIP C� �..� �N 0.24 ACRES + + + + + LOT 7 97 298 Si" i ' �� + + . + + + 2.23 AC / \ \ 6� ~6 � o. EOP 10'x70' SIGHT EOP \ TRIANGLE, T1YP. CONCRETE Ct P� L13 MONUMENT J OwER EgSEM~ ' MONUM9 Lis R3a' ,4 "GO oL CORNER "� ENT. ,.-�" CONCRETE � � -- �- " ,. •''' MONUMENT CONCRETE , rr. = •° ' MONUMENT A CONCRETE ""• ' ' MONUMENT r r `ipsT r r GRAPHIC SCALE r so 0 70 8D 180 320 Ao r ( IN FEET ) I inch = 80 ft. .r LINE TABLE LINE LENGTH BEARING L1 46.10 516'15'45 "E L2 51.97 S16'15'45 "E L3 29.60 N 61 '36' 33 "E L4 79.30 S01'30'34 "W L5 22.83 S01 *30'34"W L6 56.47 807'30'34 "W L7 98.42 N29'23'36 "W L8 94.26 N33'20'57 "W L9 122.43 N60"1 1'28 "W L10 64.75 S88'42'58 "W L12 55.32 N21'1'9'32 "W L13 30.66 S80'26'07" W. .L14 50,34 S80'26'07 "W L15 113.79 S80'26'07 "W L16 55.19 N39#1 1'05"E L17 91.43 SO44'30'08 "E L18 91.43 N04'30'08 "W L19 48.57 N39'11'05" E L20 84.46 S43'1 6'39 "E L21 90.33 N1 4'56'29 "E L22 88.12 N06'10'51 .'W L23 21.28 N50'07'09 "W L24 62 -38 N0742'23 "W L25 77.55 N14'14'06 "W L26 67.10 N54'09'51 "W L27 38.39 N50'07'09" W PI.N #9880• -28 --1953 � o x W z a o Cam-, o � Q W � w � H Q } mot' w N . Wye,, cn (1) i �Zw uj z.. i in uJ Li.. (,) U . U ' z JC ;i0�s'� w a, U cJa � o x W z a o Cam-, o � Q W � w � H Q } v7 cn (1) cn in uJ Li.. (,) U . U (] U cJa to to to U. CA z o a� >zz O = � - O p z�I 0) - z o < © >¢ r0 z5() ulz 2 U Z ¢ Cam.) t: n 0 w ..j cn 0w(r>F Ll w ❑irw0p❑ N cm CO) .r) ra 01 w r r +•- r r ,•- r- C3i CV r- r CV Cm 0 r• C) C3 Ci O a w -Nm"St L0 �b �r DATE- SEPTEMSEFi 8 2012 a CPK E DRAWING NAME: 12-017 REVIEW i THIS DRAWING AND THE DESIGN HEREON ARE THE PROPERTY OF EaNhOentrlc Engineering, Iraq, THE INFORMATION ON THIS DRAWING IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE REPRODUCTION OR OTHER USE OF THIS DRAWING iN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF EarlhCentric Engin -ing, Inc.. IS PROHIBITED. COPYRIGHT 2013 Ew1hCenOic Engineering, ine. SHEET NO.. u 3 PRELIMINARY MAJOR SUBDIVISION PLAN. N s GRID NORTH NAD 83 (2012) INV IN: 520.36 83.0 15" RCP INV OUT: 518.00 81.0 15 RCP 1 block wall s �� \ CB STA:11 +55.55 OFFETDOT38R RIM: 528.89 TBC INV IN: 524.65 B4.0 15' RCP INV OUT: 524.55 B2.0 15" RCP B4.0 _ NCDOT CB STA. 11 +55.55 OFFSET: 12.38L RIM: 528.90 TBC \ INV OUT: 524.90 83.0 15" RCP RIP -RAP APRON J CLASS A EC STONE - 4.51 x4.5'Wx12 "T .\. INV: 527.54 54.00 EF \\ Sys 18" RCP \ \ 01.00% 1 s�o IN' CALL BEFORE YOU DIG... IT'S THE LAW. CALL N.C. ONE- CALL(1• -- 800 - •632•••4949) FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING :GRADING OR TRENCHING. NORTH CAROLINA GENERAL STATUTE 87 -102 2 -017 Rev emdwg, G & 5D Plan, 2/21/201311.00:50 74 "'VICINITY MAP (NOT TO SCALE) CURVE TABLE CURVE RADIUS DELTA ARC TANGENTCHD. BEARING CHORD C1 1090.92' 54'08'00" 1030.70' 557.45' 575'24'30 "E 992.79' C2 3018.50' 3`43'01" 195.83' 97.95' S4508'10 "E 195,79' C3 525.00' 12'28'13" 1141 57.36' N22'29'52 "W 114.04' C4 475.00' 12'28'13" 103.38' 51.90' N22'29'52 "W 10318' C5 375.00' 30'14'33" 197.94' 101.33' S1 3'36'42"E 195,65' C6 425.00' 30'14'33" 224.33' 114,84' S1 3'3642 "E 221.73' C7 25.00' 48'11'23" 21.03' 11.18' S25'36'1 5 "W 20,41' C8 50.00' 19'54'10" 17.37' 8.77' N39'44'52 "E 17.28' C9 50.00' 59'20'26" 51.78' 28.49' N00007'33 "E 49.50' C10 50.00' 27'48'21" 24.27' 12.38' N43'26'50 "W 24.03' C1150.00' 36.39 42 "51'1.8" 37.40' 19.62' N78'46'40 "W 36.53' C12 50.00' 50'56'01" 44.45' 23.81' 554'19'40 "W. 43.00' C13 50.00' 75 032'29" 65.92' 38,74' 508'54'35 "E 61.25' C14 25,00' 48 °11'23" 21.03' 11.18' N22'35'08 "W 20.41' C15 175.00' 6'46'07" 20.67' 10.35' N35`48'01 "E 20.66' C16 175.00' 3404'32" 104.08' 53.63' N1 5'22'42 "E 102.55' C17175.00' 2'50'34" 8.68' 4.34' NO3'04'51 "W 8,68' C18.25,00' 4811'23" 21.03' 11.18' 519635'34 "W 20,41' C19 50.00' 23'41'46" 20.68' 10.49' N31 °50'22 "E 20.53' 020 50.00' 71'13'01" 62,15' 35.81' N1 5'37'02 "W 58.22' C2150.00' o 76'40'32" 66.91' 39.54' N89'33'48 "W 62.03' C22 50.00' 104'47'27" 91,45' 64.92' S00'17'47 "E 79.22' C23 25.00' 48'11'23" 21.03' 11.18' N28035'49 "W 20.41' 024125,00' 43'41'13" 95.31' 50.11' N17'20'29 "E 93.02' C2511692.02' 10'32'37" 311.37' 156,12' S47 °44'021 310.93' C2611015.92'. 9 24'44'13" 438.61' 222.78' S81 '22'55"E 435.22' / \ F + ¢F `� � �� c5,0 -- NCDOT cs / \ a x'37' • 1 \ _STA:15 +06,66 OFFSET. 12.37R RIM; 528.10 TOC INV IN: 524,48 C6,0 15" RCP INV OUT: 524.38 C4.0 15" RCP C6 j �.. ,0 - NCDOT CB \ \ P -RAP APRON ! I STA:15 +06.66 OFFSET. 12.38L ! \ .ASS A EC STONE \ TYPICAL SEPTIC X , RIM:528,10 TBC ! \ FIELD LOCATION INV OUT.524.60 C5.0 15 RCP \ \ "a L x 7.5'W x 12 "T � ,y y -� � � 04.0 - NCDOT CB '% >, \ \ \ \ STA:13+32.26 OFFSET: 12.38R �� \?� 174.40 LF 15" \ \ RIM : 527.03 TBC t��' �> RCP 00.50% \ \'� \ INV IN: 523.50 C5.0 15" RCP INV OUT: 523.40 03.0 15" RCP AZ .k �: _. OF \ 174.40 LF 15" RCP 0 5.937o STA:11 +57.86TOFFSET:12.37R RIM: 525.16 TBC y �✓ i� REP -RAP APRON \ \ �, \ INV IN:521.78 C4.0 15 RCP '•''' F1•.4'� CLASS A EC STONE \ \ J�s1 \INV OUT: 521.60 02.0 15" RCP i �, t w4 5'L x 6.5'W x 12 "T + + + 31.20 LF + + + + + n� 15" RCP ` _ - 24,75 LF f. y 00.50% � s 0 2.00% 1 15" RCP + -3 \\ .0 �� 15" FES INV OUT, 520.83 \ ' + + + + C2.0 -- NCDOT CB \ ,1I_ STA:11 +57.86 OFFSET:12.38L ! , �; RIM: 525.16 TBC INV IN. 521.56 C3.0 15" RCP \ ay INV OUT-521.46 C1.0 15" RCP _-- ti GRAPHIC SCALE 80 0 40 80 160 320 ( IN FEET ) 1 inch - 80 ft. LINE TABLE LINE LENGTH BEARING L1 46.10 516'15'45 "E L2 51.97 S1 6115'45"E L3 29.60 N61 '36'33"E L4 79.30 S01 '30'34 "W L5 22.83 S01 "30'34 "W L6 56.47 501'30'34 "W L7 98.42 N29 "23'36 "W L8 94.26 N33'20'57 "W L9 122.43 N60"1 1'28"W 110 64.75 S88'42'58 "W L12 55.32 N21'19'32 "W L13 30.66 S80 "26'07 "W L14 50.34 580`26'07 "W L15 113.79 S80'26'07 "W L16 55.19 N39'11'05 "E L17 91.43 SO4'30'08 "E L18 91.43 N04'30'08 "W L19 48.57 N39'11'05 "E L20 84.46 S431 6'39 "E L21 90.33 N14'56'29 "E L22 88.12 N06"10'51 "W L23 21.28 N50'07'09 "W L24 62.38 N07'42'23 "W L25 77.55 N14 *14'06 "W L26 67.10 N5409'51 "11 L27 36.39 N5007'0.9"W._ w lwl.wn a W C CD 0 PIN #9880 --28 -1953 � � 80, NIA OPK CPK III DRAINING NAME: 12.017 FIPVIEW II THIS DRAWING AND THE DESIGN HEREON ARE THE PROPERTY OF EarthCen €rb'Englneedng, Inc. . THE INFORMATION ON THIS DRAWING IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE REPRODUCTION OR OTHER USE OF THIS DRAWING IN WHOLE OR 1N PART, WITHOUT WRITTEN CONSENT OF EaithCenlrfc Enpinearing, Inc., IS PROHIBITED. COPYRIGHT 2013 Eaft0awk Engineering, Ifs. SHEET NO. Nr r� �yE/y.: rV V.' 'ss rug -�.,a. yl M t i'`��°R•Y -afy .° U` ''S r s 01. - . b CY) LIB' ..) Q NI T C? ti 47 C`7 cr7 nr (00 U w U Z co (0 w z .. W 't C7. Q1 C\1 :i G a_ U- W1. � � 80, NIA OPK CPK III DRAINING NAME: 12.017 FIPVIEW II THIS DRAWING AND THE DESIGN HEREON ARE THE PROPERTY OF EarthCen €rb'Englneedng, Inc. . THE INFORMATION ON THIS DRAWING IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE REPRODUCTION OR OTHER USE OF THIS DRAWING IN WHOLE OR 1N PART, WITHOUT WRITTEN CONSENT OF EaithCenlrfc Enpinearing, Inc., IS PROHIBITED. COPYRIGHT 2013 Eaft0awk Engineering, Ifs. SHEET NO. Nr r� LLI 01 a"�.. 'ss rug -�.,a. yl M t i'`��°R•Y -afy .° Lu ''S W U z. s CL. - . ..) ti a. � � 80, NIA OPK CPK III DRAINING NAME: 12.017 FIPVIEW II THIS DRAWING AND THE DESIGN HEREON ARE THE PROPERTY OF EarthCen €rb'Englneedng, Inc. . THE INFORMATION ON THIS DRAWING IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE REPRODUCTION OR OTHER USE OF THIS DRAWING IN WHOLE OR 1N PART, WITHOUT WRITTEN CONSENT OF EaithCenlrfc Enpinearing, Inc., IS PROHIBITED. COPYRIGHT 2013 Eaft0awk Engineering, Ifs. SHEET NO. ..) 0 w v cn co (0 C7 46 w h IL � H O U LL �i � � 80, NIA OPK CPK III DRAINING NAME: 12.017 FIPVIEW II THIS DRAWING AND THE DESIGN HEREON ARE THE PROPERTY OF EarthCen €rb'Englneedng, Inc. . THE INFORMATION ON THIS DRAWING IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE REPRODUCTION OR OTHER USE OF THIS DRAWING IN WHOLE OR 1N PART, WITHOUT WRITTEN CONSENT OF EaithCenlrfc Enpinearing, Inc., IS PROHIBITED. COPYRIGHT 2013 Eaft0awk Engineering, Ifs. SHEET NO. w v cn co (0 IL LL a z 0 Lij zL0 oro 0 � fk! Imo' z 7E I- Z o � ww z 0 z aL �- (.5 U) w u- p U w 9 (- 0w..j 0) QWM>F- w 0 f w O 0 0 d4-CL0 Cu cm (y) r> rs w 0 C) � � 80, NIA OPK CPK III DRAINING NAME: 12.017 FIPVIEW II THIS DRAWING AND THE DESIGN HEREON ARE THE PROPERTY OF EarthCen €rb'Englneedng, Inc. . THE INFORMATION ON THIS DRAWING IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE REPRODUCTION OR OTHER USE OF THIS DRAWING IN WHOLE OR 1N PART, WITHOUT WRITTEN CONSENT OF EaithCenlrfc Enpinearing, Inc., IS PROHIBITED. COPYRIGHT 2013 Eaft0awk Engineering, Ifs. SHEET NO. PA12-017N12 -017 Drawings\Pre1im112-017 Details.dwg, D1.0 SW Details, 2.25:07 PM 0 o m Z O -r1�� :L -n,> T _ c�qa -I � O , m , rn c � ro � mmCl, M r tmli V z Cv CD a 1-4 Q :0 z .03 43" NOTE: USE TYPE "E", 'IF" AND "G" GRATE UNLESS OTHERWISE NOTED. PLAN FRAME,GRATE, & HOOD ASS'Y SECTION_ - HII 94 it I, „ nlr SECTION -_KK ALIGN FRAME WITH BIDE EDGE OF WALL TO ALLOW 76%, FOR VERTICAL ADJUSTMENT WALL SECTION '9 SECTXON - Be 8ETU M L Y� SECTxoN - rP Sul v r nnrerc: a- a.n.. .R 1 V2" it „ 2' -Q,r G,r - -0144,? . Y R HCDD ELFeVATION 5�8 n t`rr 3't R �L jeY SCTO - fro" 0 C) LL 0 Z MaF- d >n [] to .n 0 W w U LL rr C'j 47 om C.i DETAIL SHOWING TYPES OF GRATES 2` -1139 rr `f P A o USE ACCORDING TO WATER FLOW. 1 � � � O p h co JO (0= Im mz - .. y� m TYPE "G" TYPE 'rElr TYPE "Fir A A 1 Ir� l g�rr p H Lu -0off `�'lrLL.O" nor H n -� WATER FLOW - SAG = WATER FLOW -�- - I �S %$rr � Co Dc b h 1.-1 -I CL p Q- _-------- -_.- -- -- ..._..- -- -- .»... - -- -�" �y�II � r � S �YG --•�� j `Y4 rr _..-------•• •----- '.- '.------- -..._..... -_ ��2rt �Ber SECTXON B »B _ O ----------------- .----------- •- ___' -_ 14/4 21fit � � O z "!1 z�+ WATER FLOW -= SAG -�-- WATER FLOW -K LL � m I„• SECTION A -A t-i C 3 C) In TYPE IrF,r TYPE "Er, TYPE nGrr TYPE » E �. Q C3 -I RAISED rFLOWG ARROW 23� It t Co /s H 4 -4 � RAISED FLOW ARROW 0/ rt � W d v m f6" HIGIi ' 4-. 1/B it a O IV/6 rr c H U3 _ I " 1 rr 0 . hit Q u z y A V. 1/p„ 1 11 "R LLJ q„a K7 r� © :rI Ir u $ LL O " 1 1 �2' -11." 11/2,, 1�Lr't►I �$�f 1�er 1 It y HIM tj t Ns 13/4 rr SECTION A -A 5 %8rr TYPE - F SECTION A -A iSHEET 2 OF 2 SHEET 2-OF 2 TYPE ,- 840.03 840.03 0 om { o "n -10 "'� -•1 > .-� m 0-n 1T '> T r- A Co III �C m -mrn m>z a C- 0 W H Ci C7 � r•1 �° �� °bus w--1 ]> 1 _n H �M CA Y BACK OF CURB rr a A -� 9� PLAN Llo.x t SECTION Y -Y RISER HT. VARIES o •ed .0 O• WHERE 30" TO 36" PIPE IS USED RISER HT. VARIES__ a A .q. WHERE 42" TO 54" PIPE IS USED DETAIL SHOWING METHOD O IS R CSICTI�O l S-*] PLAN OF TOP SLAB S C� ._ N xi _x ORAL NOTES: USE CLASS "B" CONCRETE THROUGHOUT. 1'.RQVIDE ALL CATCH BASINS OVER 3' -8" IN DEPTH WITH STEP8 12" ON CENTER, USE STEPS WHICH COMPLY WITH STO. DRAWING 840.66. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR !14 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. IF REINFORCED CONCRETE PIPE IS SET IN BUT70M SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD, NO. 840.40, USE TYPE "E ", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. FOR 8'•0" IN HEIORT OR LESS USE 6" WALLS AND 13OT10JA SLAB. OVER 8' -0" TO 16'-0" IN HEIGHT USE S" WALLS AND 80TTOM SLAB. ADJUST OUANTITIES ACCORDINGLY. CONSTRUCT WITH PIPE CROWNS MATCHING. OHAMFER ALL EXPQSFD CORNERS i °. ONAWINO NOT TO SCALE. rl.wn Fitr3 r, 17 % l�l1 WHERE 42" TO 64" PIPE IS USED • ti. L A -A u °f m P� PLAN ?� N � PLAN _j I u CURB AND GUTTER WITH GATCH BASIN ON STEEP GRADES rr p TUP „ w USE ON FLAT ELEV, EXPANSION JOINT - GRADES 2% AND UNDQH DEPRESSED GUTTER LINE EXPANSION . JOINT C0 SECTION S -S "r m z G7 CA OF BOX AND '4 Z COVER DIMENSION u p n � w U B" E J!6 "W" HARE IN BOX DEDUCTIONS ONE PIPE O.M. H.C. S40 @PMFS SPAN �m� C LLI LL 3 MIN. HEIGHT BARS n „ RARE -V BMWAMR eTIN- TOTAL LBS. diy BOTTOM SLAB !091 �0 OR MMIA r d SECTION R - IH v B C O H F 1 SECTION - NN- NN F No. v r nnrerc: a- a.n.. .R 1 V2" it „ 2' -Q,r G,r - -0144,? . Y R HCDD ELFeVATION 5�8 n t`rr 3't R �L jeY SCTO - fro" 0 C) LL 0 Z MaF- d >n [] to .n 0 W w U LL rr C'j 47 om C.i DETAIL SHOWING TYPES OF GRATES 2` -1139 rr `f P A o USE ACCORDING TO WATER FLOW. 1 � � � O p h co JO (0= Im mz - .. y� m TYPE "G" TYPE 'rElr TYPE "Fir A A 1 Ir� l g�rr p H Lu -0off `�'lrLL.O" nor H n -� WATER FLOW - SAG = WATER FLOW -�- - I �S %$rr � Co Dc b h 1.-1 -I CL p Q- _-------- -_.- -- -- ..._..- -- -- .»... - -- -�" �y�II � r � S �YG --•�� j `Y4 rr _..-------•• •----- '.- '.------- -..._..... -_ ��2rt �Ber SECTXON B »B _ O ----------------- .----------- •- ___' -_ 14/4 21fit � � O z "!1 z�+ WATER FLOW -= SAG -�-- WATER FLOW -K LL � m I„• SECTION A -A t-i C 3 C) In TYPE IrF,r TYPE "Er, TYPE nGrr TYPE » E �. Q C3 -I RAISED rFLOWG ARROW 23� It t Co /s H 4 -4 � RAISED FLOW ARROW 0/ rt � W d v m f6" HIGIi ' 4-. 1/B it a O IV/6 rr c H U3 _ I " 1 rr 0 . hit Q u z y A V. 1/p„ 1 11 "R LLJ q„a K7 r� © :rI Ir u $ LL O " 1 1 �2' -11." 11/2,, 1�Lr't►I �$�f 1�er 1 It y HIM tj t Ns 13/4 rr SECTION A -A 5 %8rr TYPE - F SECTION A -A iSHEET 2 OF 2 SHEET 2-OF 2 TYPE ,- 840.03 840.03 0 om { o "n -10 "'� -•1 > .-� m 0-n 1T '> T r- A Co III �C m -mrn m>z a C- 0 W H Ci C7 � r•1 �° �� °bus w--1 ]> 1 _n H �M CA Y BACK OF CURB rr a A -� 9� PLAN Llo.x t SECTION Y -Y RISER HT. VARIES o •ed .0 O• WHERE 30" TO 36" PIPE IS USED RISER HT. VARIES__ a A .q. WHERE 42" TO 54" PIPE IS USED DETAIL SHOWING METHOD O IS R CSICTI�O l S-*] PLAN OF TOP SLAB S C� ._ N xi _x ORAL NOTES: USE CLASS "B" CONCRETE THROUGHOUT. 1'.RQVIDE ALL CATCH BASINS OVER 3' -8" IN DEPTH WITH STEP8 12" ON CENTER, USE STEPS WHICH COMPLY WITH STO. DRAWING 840.66. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR !14 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. IF REINFORCED CONCRETE PIPE IS SET IN BUT70M SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD, NO. 840.40, USE TYPE "E ", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. FOR 8'•0" IN HEIORT OR LESS USE 6" WALLS AND 13OT10JA SLAB. OVER 8' -0" TO 16'-0" IN HEIGHT USE S" WALLS AND 80TTOM SLAB. ADJUST OUANTITIES ACCORDINGLY. CONSTRUCT WITH PIPE CROWNS MATCHING. OHAMFER ALL EXPQSFD CORNERS i °. ONAWINO NOT TO SCALE. rl.wn Fitr3 r, 17 % l�l1 WHERE 42" TO 64" PIPE IS USED • ti. L A -A u °f m P� PLAN ?� N � PLAN _j I u CURB AND GUTTER WITH GATCH BASIN ON STEEP GRADES rr p TUP „ w USE ON FLAT ELEV, EXPANSION JOINT - GRADES 2% AND UNDQH DEPRESSED GUTTER LINE EXPANSION . JOINT C0 SECTION S -S "r m DIMENSIONS OF BOX AND PIPE Z COVER DIMENSION n � w U B" E J!6 "W" HARE IN BOX DEDUCTIONS ONE PIPE O.M. H.C. S40 @PMFS SPAN �m� C MIN. HEIGHT BARS n „ RARE -V BMWAMR 8-W TOTAL LBS. TOP SLAB BOTTOM SLAB !091 �0 OR MMIA r d SECTION R - IH v B C rnNf'ie H 0 O m r NORMAL CURB AND GUTTER ON LIGHT GRADES NORMAL GUTTER LINE EXPANSION JOINT 04 BAR USE ON GRADES OVER 2% ELEwV• M .- DEPRESSED GUTTER LINE iL1rs 6r_Orr Gil EXPANSIOt4 JOINT On I MAX. DOWEL ELEVATION NORMAL'CURB AND GUTTER ON STEEP GRADES ■INIMUNI DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH 9ASIN 9ASED ON MIM. HEIGHT H WITH NO RISER).+ DIMENSIONS OF BOX AND PIPE . COVER DIMENSION w U C0.Y09:;CUNC. IN BOX DEDUCTIONS ONE PIPE O.M. H.C. PIpE SPAN WIDTH IwiDTH SPAN MIN. HEIGHT BARS -U RARE -V BMWAMR 8-W TOTAL LBS. TOP SLAB BOTTOM SLAB !091 �0 OR MMIA r d 0 A B C O H E F No. LENGTH N0. LENGTH ISO. ENQTH 12" 3' -Q" 2' -2" 2,_ga - 0.24S 0.772 0.015 0.026 16" W -0" 2' -2,r 3.0" 0.235 0.629 .0.025 0.038 16" W -O" 2' -2" D` 3' -S" O 0.236 0.807 0.033 0.049 24" 3' 0" 2' -2" J 3' 9" LL 0.238 1.OD 0.059' 0.085 30" 3' -0" 2' -2" S' -4" 4'•3 1' -2" 4' -0" 4 1'•6" 2 3'•9" 3 `: 3 -9" 3S 0.123 0.321 1.433 0.092 0.127 3 5 3`-0" 2' -2" 3' -10 ". 4 -9" 1' -8" '- 40" 4 V -11" 3 r 3' -9" 3 S' -9" 43 0.181 0.358 '1.714 0.132 0:170 . 42" 3` -0" 2' -2" 4.. -$" 0 -3 ir_S" 3' -2" 4 i' - ©" 2 W -1i' S 2 -11" 32 0,112 0.318 1.75E 0:166 -0.243 48" 3' -0" 2'•2" 6' -0" 8' -9" 2' -O" 3' -2" 4 2' -3" 3 2' -11' 3 2 •11" 35 0.145 0:352 2.0 ? 0.235 0.317 64 ". 3' -Orr , r,2rr j _.514„ 6' -31 2' -7" 1 3'-2" 4 2' -10" 1 5 - W-11" 3 :: ''2 -11" 41 0.180 0.386 2.387 0.297 0.401 # A ------ " RISER HAS .290. CUBIC YARDS OF CONCRETE PER FOOT HEIGHT O� F--I d Q H�C3� 0 0 3 } LL 1j- Off„ I Z II-1 F- > CL n c� LL. � O N �mLu 0- w� �h ©v It It L4- FW- to W.�r�- Flea to H Z w z w w z O H � a� LL. _J Imo. Q O u) = f -o 0 wi you LIJ , O r� ca � LL. � � m � rL L(i < w W F-- W; CC cm .Zr r C'3 O w WHEN THE AREA BELOW THE OUTLET IS NOT A DEFINED CHANNEL, BUILD A FLAT APRON TO DISPERSE RUNOFF. SCETIONB„ H FILTER BLANKET B WHERE A DEFINED CHANNEL EXISTS, PLAN VIEW WRAP AND SHAPE THE APRON TO FIT THE CHANNEL. IF NECESSARY, LINE THE ENTRANCE TO PROVIDE A TRANSITION INTO THE RECEIVING CHANNEL. PIPE END RIP RAP LENGTH OF -MINIMUM `�_ -- APRON DEPTH OF FLOW STONE \ a FILTER APRON WIDTH BLANKET SLOPE OF EXISTING CHANNEL SECTION A -A 5ECTION R s THERE DUST BE NO OVERFALL AT THE ENO OF THE APRON. RIP RAP APRON NTS PIN# 9880 --28 -1953 a� l r � ,. }gyp• War. �1 U C3� L cu © N W . a c° Co art - c f) too M o Ca Co m 0-) _ W .. L_ CO Cz N a- u- w .k w N Lu Ld 8 <k SLR z �Z U w w U O Z Y X68 1111 � -� a. z II_­I O w U r O� F--I d Q H�C3� 0 0 3 } LL 1j- Off„ I Z II-1 F- > CL n c� LL. � O N �mLu 0- w� �h ©v It It L4- FW- to W.�r�- Flea to H Z w z w w z O H � a� LL. _J Imo. Q O u) = f -o 0 wi you LIJ , O r� ca � LL. � � m � rL L(i < w W F-- W; CC cm .Zr r C'3 O w WHEN THE AREA BELOW THE OUTLET IS NOT A DEFINED CHANNEL, BUILD A FLAT APRON TO DISPERSE RUNOFF. SCETIONB„ H FILTER BLANKET B WHERE A DEFINED CHANNEL EXISTS, PLAN VIEW WRAP AND SHAPE THE APRON TO FIT THE CHANNEL. IF NECESSARY, LINE THE ENTRANCE TO PROVIDE A TRANSITION INTO THE RECEIVING CHANNEL. PIPE END RIP RAP LENGTH OF -MINIMUM `�_ -- APRON DEPTH OF FLOW STONE \ a FILTER APRON WIDTH BLANKET SLOPE OF EXISTING CHANNEL SECTION A -A 5ECTION R s THERE DUST BE NO OVERFALL AT THE ENO OF THE APRON. RIP RAP APRON NTS PIN# 9880 --28 -1953 a� l r � ,. }gyp• War. �1 U C3� L cu © N W . a c° Co art - c f) too M o Ca Co m 0-) _ W .. L_ CO Cz N a- u- w .k w N Lu Ld 8 <k SLR z �Z U w w U O Z Y X68 1111 � -� a. HORIZONTAL SCALE:. NIA VERTICAL SCALE: N/A PROJECT MANAGER: CPK DRAWN BY: CPK PROJECT NO: 12.017 DRAWING NAME 12 -017 DETAILS THIS DRAWING AND THE DESIGN HEREON ARE THE PROPERTY OF EarlhCenthe EnOinoering, Inc. 'fl IE INFORMATION ON THIS DRAWING IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE REPRODUCTION OR OTHER USE OF TFIIS DRAWING.IN WHOLE OR IN PART, WITHOUT W€ ITI-EN CONSENT OF EarthCentric Enpinaehng, Inc. IS PROHIBITED. GOPYfItGHT 2012 €artllContric EnUlneering, Inc. SHEET NO. D 0 PRELIMINARY MAJOR SUBDIVISION FLAN z II_­I O w U oz U" r©l HORIZONTAL SCALE:. NIA VERTICAL SCALE: N/A PROJECT MANAGER: CPK DRAWN BY: CPK PROJECT NO: 12.017 DRAWING NAME 12 -017 DETAILS THIS DRAWING AND THE DESIGN HEREON ARE THE PROPERTY OF EarlhCenthe EnOinoering, Inc. 'fl IE INFORMATION ON THIS DRAWING IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE REPRODUCTION OR OTHER USE OF TFIIS DRAWING.IN WHOLE OR IN PART, WITHOUT W€ ITI-EN CONSENT OF EarthCentric Enpinaehng, Inc. IS PROHIBITED. GOPYfItGHT 2012 €artllContric EnUlneering, Inc. SHEET NO. D 0 PRELIMINARY MAJOR SUBDIVISION FLAN a. w U U" LL U d D` m O LL Z O_ to 0 L11 0 Q c� cv Lu C) Oa. N LL1 N DATI : SEPTEMBER 5, 2012 HORIZONTAL SCALE:. NIA VERTICAL SCALE: N/A PROJECT MANAGER: CPK DRAWN BY: CPK PROJECT NO: 12.017 DRAWING NAME 12 -017 DETAILS THIS DRAWING AND THE DESIGN HEREON ARE THE PROPERTY OF EarlhCenthe EnOinoering, Inc. 'fl IE INFORMATION ON THIS DRAWING IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE REPRODUCTION OR OTHER USE OF TFIIS DRAWING.IN WHOLE OR IN PART, WITHOUT W€ ITI-EN CONSENT OF EarthCentric Enpinaehng, Inc. IS PROHIBITED. GOPYfItGHT 2012 €artllContric EnUlneering, Inc. SHEET NO. D 0 PRELIMINARY MAJOR SUBDIVISION FLAN t:) m r-t Z ,r 61o, `2' ^0" " $,r 9" 3VA" RAD. � RAD. © J� RAD . _ l�s RAD . m s" RAD, co RAn. ,_ tp �'0 4 ' :G• Ate. °b .a, I.,.�.........•. -- 'r- •Q ••` °4 :a'' A ice• 0 z , O„ 1,% RAD. 11-61, PAVEMENT SURFACE I.° 1" PAVEMENT SURFACE RAD -311 p•. 211 131 " RAD. z �Q Q� CAc- 00m= i- H Lu -� v _ rr > • r '1�r -6" CURS AND GUTTED; 1' -6" CURB AND GUTTER rj�-►� rr 11 rr r wcl X a OR g n N RE E CURB CQNCRETE Ct1R8 W -0" rP'A)EOM -O,r 2,_ � 2rr. R 2' -0„ F2l 4" MIN. rr RADIUS 1,r it LO 12 qc}° Y „ r=`• 71' nom• ri ;a•' 7 Q 0 .4' a6 •a• v' •i}. :a.• p :a: .1: ..... C Mgt•' y,s LL r 8 i••- w n L E BERM G TTE w 0 EXPRESSWAY GUTTER ID U rr rt � c all 6 MEDIAN CURS VALLEY GUTTER Di1'1 � Cm�G7 SECTION VIEW OF C RB OR RBS D G T1�S a od W0° C FILL 4/0" x 1" DEEP 5 ca ..900 W C) GENERAL NOTES: GROOVED OR SAWN y -PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT JOINT WITH JOINT w m A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SEALER JOINT SEALER W G) $ SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED 1 /g" RAD. GUTTER D= -1 C WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS, " PAVEMENT SURFACE m - -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. 1�8 RAD. � ` •' °-' �.... SURFACE - CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF 0 o TEMPLATES flR FORMED BY dTHER APPROVED METHODS. :a;; . :v : ,v; : ° .u- yr iv Lu m CONSTRUCT NON - TEMPLATE FORMED JOINTS A MIN, OF 11r2" DEEP. ' o' , p'; ' ' 'A y- -FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8 "x8" MEDIAN GURU, ;v•; a v " 4 '•' P' ° WITH JOINT FILLER AND SEALER. PROPOSED CURB 8t GUTTER PROP. i °.� JOINT FILLER -SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO PAVEMENT ALL RIGID OBJECTS. JOINT TRANS VDaRSE EXPANSION JOINT LONGITUDINAL JOINT IN CURB AND GLITTER RFrTTON VIEW OF JOINTS ISHEET 1 OF] .01 $46.01 F., .02 .02 0 �� _... _ ca ��0UCn 0 A' 5 .OB .OB r X29 - X00 Q v :a: ; uo .p 'a. :a• �' LL _1 ►� -rte �z -•e�� 12r, �.10 rr 22- 7rr 03_� /•D3 - LU5: 0 0 Q LL C7 •VFW •0 .C. 1 •- H F -i> 2 � 34 .05 5 _02 0_ 2�r -.02 5�1 _ a :a '. a p. :a F- (D y 12,r . OS �r " 12" .02 7,r Q2 k LO r .02 02 0,2 6 02 NOMAL . SO t- . 0 .00 "'.05 12 + 7r rn - r 7 z �W o z�w vx.04 �t / 10 00- �.02 0 S2 •03 .03 _.02 0.25 _,04 .03 Ca cc %3 C m 1 " .07 7,r 12'+ .00 7r, �, O 0.0� o v too 5 Im- t� z Z. C3 - 02 0.3 .02 02 0.25 4 04 T L v p 0 x. t. 12rr �.OB 7rr 12" .00 ,7" OT J 24 m-40 C'30 M m BERM VARIES 2'-0' 2r_drr z V M 8' -0" NORMAL _ _ 0 .02 .05 -- � �„ O1 .01r ...,.. 0,25 -.OAr •-•- � � .C, .o;•:. � ca ;p ° .p. ..p v• i1 12„ .05 7„ 12" 00 7r, SECTION VIEWS OF SECTION VIEW O1F SHEET OF 3 EXPRESSWAY GUTTER IN SUPER ELEVATION 2' -6'r CURB AND GUTTER SUPEREILEVATION `RATES S$4fi •01 B4fi . 01 z a� h- 0 -! � A A 10.3 a x =- >m _ L a C� 0_1 B a y CURB AND GUTTER OR AS T AN 10 P PAY DIRECTED BY ENGINEER �� APRON SLOEES .UP z 5 LIMITS A II EE (AS SHOWN CL C IN RADII a -, •� ; PAY LIMITS PI ANS j r tu:� 1-4 ON PLANS) k�; " i`kr „t �, c+' r;� t IN RADII G I a A� 2r Drr r > ^fv r+ ^ii'r I 2r D" r" in., Y'� ,ty. n_ ;.,�............ Y�..+i� 'N)3r�'r . _I ..... _ _.. . - - FACE OF CURB GUTTER --' / 2'_O a 4, C A DRIVEWAY WITH EXPRESSWAY GUTTER. TRANSITION DRIVEWAY WITH 2' -6" CURB AND GUTTER � sZl o PLAN VIEW OF TYPICAL CURB AND GUTTER OCCURENCES zHW ©w= (_n4 rr 2rOrr 2 E f 0.04 12 „� p pc ad LTl Ci 12'f 12" VARIABLE - 10' SUGGESTED VARIABLE - 10' SUGGESTED I� ° w S GTIbN_A »A SECTION B -6 &ECTI4 C -G w A g G P ES Y U T TRA,N$TTIOH GUIDE 2'- GUTTER � W� cc a ^^I C: SEALER DINT SEALER In SURFACE OF SU C m "1 "I RAD OF UTTER 0 M -n .�,�.,� EDGE OF PAVEMENT C F10L TO 12, 1" „'ti W B P• o. C0NF0AGIy- I JO U T A PLAN VIEW OF TRANSITION NOTES: EXPRESSWAY GUTTER TO 2' -6" CURB AND GUTTER - INTHE TRANSITION FROM 4' -0" CONCRETE EXPRESSWAY GUTTER TO 2' -6" CONCRETE CURB AND GUTTER, PLACE 11�" EXPANSION JOINTS AT 26' INTERVALS. IOINTS. -PLACE 61100VE JOINTS 1" D "EOFATHE2EXPANSION JAOIN TS AND ETWEEN 1" OEXPANSION ONTRACT ON -FILL AND SEAL THE TOP 3t JOINTS WITH APPROVED JOINT SEALING COMPOUND, SHEET 3 OF SHUT 3 OF 3 846. 0' 846.01 P:112- 017\12 -017 Drawingws -\7 li 12 -017 Details.dwg, D2.0 Site Details, 127672012 2:2$:03 P[+1 R/W * 2' -6" CURB & GUTTER NCB ` END TREATMENT � T off, R/W END CURB & GUTTER 70.0' _ 1 1 - T - yR3U * 1 RM.O' SIGHT TRIANGLE R/W - R/W E DGE OF PAVEMENT EDGE OF PAVEMENT EXISTING ROAD EDGE OF PAVEMENT EDGE OF PAVEMENT NOTE: DRAINAGE EASEMENTS MAY BE REQUIRED TO ACCOMODATE DRAINAGE BEYOND THE RIGHT -OF --WAY. FIGURE 3 RECOMMENDED ROAD CONNECTION TO STATE MAINTAINED SYSTEM NEW RESIDENTIAL LOCAL ROAD OR RESIDENTIAL COLLECTOR ROAD WITH CURB & GUTTER AND EXISTING STATE MAINTAINED ROAD WITH SHOULDER SECTION m *w6la MAX SLOPE: LEVEL = 2:1 ROLLING = 2:1 MOUNTAINOUS 1.5:1 22' RESIDENTIAL LOCAL ROAD .AL CURB & GUTTER SEC SCALE: 1"=10' * SLOPE 2:5" SF9.5A 8 AGGREGATE BASE COURSE PIN# 9880 --28- '-1953 W A 1 , E O (D C) w Cif C.) aNW U)NLOM Q U N CL Cz I1.1 S3 U CC) O =E CV DZLL -W f- a�t $� : ccoo W CV Lu � Z.' � 4+ LU IL Z 00 0� _..1 CL 1 0 0 0 { 0 �- CL w U ILL ILL Q w Lu a co LL -z o<CL Lh o r w¢a- Ctit CV w , m < cm LLJ C�! DATE: -- 8LPTEMBEFt6 2012' HORIZONTAL SCALE: NIA[ ' VERTICAL SCALE: N/A,'. PROJECT MANAGER: � CPK° DRAWN BY: C; PROJECT NO: 12.017 DRAWING NAME: 12 -017 DETAIL 5 THIS DRAWING AND TI iE DESIGN HEREON ARE THE PROPERTY OF EnHhCanlriC.Enginaering Inc THE INFORMATION ON THIS DRAWING IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE fiEPRODUCTION OR OTHER USE OF THIS DRAWING IN WHOLE OH IN PART, WITHOUT WRITTEN CONSENT OF EariheanLic Englneoiing Ina IS PROHIBITED. COPYRIGHT 2012 Farfl%Genlric Enginoaring, hcu SHEET NO. " 0 0 PRELIMINARY MAJOR SUBDIVISION PLAN