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SUB201300045 Plan - Approved Road Plan and Comps. 2005-08-10
Z) 00 D cr- Wo Z 0 F- V) c Z 0 0 F- 0 0 0 0 x E 0 E 0 0 0 :3 Z 0 in CJ03 C: rb ZY Q) END JFAI ROADS STB 3-7-1STRAW BAIL BARRIER PROPOSED CUL VERT WF30 TEMPORARY CULVERT 3.09 DROP INLET & STRUCTURE NO. CLEAN WATER DIVERSION CURB @ mpmwmm CURB & GUTTER L ----- ...... _: --- PROPOSED PA YEMEN T EC -JA DITCH LINING CHECK DAM DEPTH OF RIP -RAP DITCH 5 EA JUTE MESH EC -2 TEMPORARY FILL DIVERSION DEPTH OF JUTE MESH DITCH EARTH DITCH PERMANENT SEEDING DRIVEWAY CULVERT AND SIZE TO BENCH MARK CLEARING LIMITS xs VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR PR OPOSED CON TOUR 240.55 PROPOSED SPOT ELEVATION - 7BC DEN07ES TOPIBACK CURB TSW DENOTES TOP SIDEWALK giKe.1110MI'l I . 7EMPORARY STREAM CROSSING 3.24 GENERAL.AOTES 1. OWNER \DEVELOPER: BEIGHTS DEVELOPMENT CORPORA77ON clo MR. THOMAS SINCLAIR 800 E. JEFFERSON S7REET CHARLOTTESWLLE, VIRGINIA 22902 TELEPHONE: (4J4) 245-0100 FAX: (4J4) 245-OJOO 2. 77MA40NS CONTACT: MR. SHAWN A. SMITH, P.E. 7ELE. (804) J79-6142 E-MAIL:shown.smith@timmons.com J. TAX MAP NO.: 89-73, 89-73A, 89-73B, 89-7JC, 89-7JCI, i9 i. 4. ZONING : R A RURAL AREA (EXISIING) 5. USE SINGLE FAMILY RESIDEN77AL 6. ACREAGE: 566.308 AC. (EXCLUSIVE OF CEMETERY TRACT) 7 NUMBER OF LOTS : 37 8. coNmAcToR SHALL VERIFY LOCA 77ON AND ELEVA 77ON OF ALL UNDERGROUND UT'LITIES SHOWN ON PLANS IN AREAS OF CONS7RUC770M PRIOR TO STAR77NG WORK. CONTACT ENGINEER * IhIMEDIA TEL Y IF LOCA 770M OR ELEVA 77ON IS DIF- FERENT FROM THAT SHOWN ON PLAN, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN. ROAD NOTES GRADING 1. THE LA 7EST E0177ON OF THE ROAD & BRIDGE SPECIFICA 77ONS, 7HE ROAD BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA17OMS SHALL GOVERN THE 4A7ERIAL AND CONS7RUC77ON ME7HODS OF THIS PROUECT 2. WHERE UNSUIXABLE MA 7ERIAL IS ENCOUN7ERED IN 7HE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WDTH AND REPLACED WHERE NECES;SARY WTH SUITABLE MA7FRIAL TO THE SA77SFACTION OF THE ENGINEER. J. ALL GROWTH (OF TTEES AND VEGETA77ON SHALL BE aEARED AND GRUBBED FOR THE EN71RE EASEMENT OTHER 7REES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTAN?CES AT ROAD 1N7ETSEC77ONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PR?1OR TO 7HE CONS7RUC77ON OF THE SUBGRADE. QRAINA 1. ALL PIPE CULIVERTS, EXCEPT PRIV47E EN7RANCES, SHOW HEREON ARE TO BE RCP WTV A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4S) TO BE PROWDED.AS INDICATED ON 7HE PLANS, OR WHERE FIELD COND177ONS INDICA7E. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE WRGINIA DEPARTWENT OF 7RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL, DRAINAGE EASEMENTS SHALL BE CLEARED AND GRADED TO THE SA 77SFAC77ON THE ENGINEER., DRAINAGE EASEMENTS. SHALL EXTEND TO A POINT DEEMED AS A NA TURAL WA TER COURSE. PA VEVENT - I ACTUAL COPY OF 774E C8R REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OIF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS TVAN 10, THE' DEVELOPER WILL 8E REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THIE PROPOSED ME77400 OF CORREC770N. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND C014PAC717ON BEFORE BASE IS PLACED. J. TEST REPORTS,' ON SELECT MA7ERIALS MUST BE SUBMIT70 SHOWNG 774E MA7ERIAL MEETS THE REQUIRED GRADATION FOR TYPE /, fl, OR N PRIOR TO PLACING A GGREGA 7E &A SE. 4. THE USE OF AIN AGGREGA7F SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 5. BASE MUST BE7 APPROVED BY ENGINEER FOR DEPTH, TEMPLA7E, AND COMPAC770N BEFORE SURFACE TREA 774EN T IS APPLIED 6. BITUMINOUS SbIRFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT WRGINIA DEPARTMENT O)F TRANSPORTATION SPECIFICA TONS. 7 ENCROACHMEN'T POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUC77JRES THAT D NOT ENHANCE,A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMIT7ED WTVIN 77 -IE RIGHT OF WAY. ONLY THOSE S7RUCTURES SPECIFICALLY AUTHORIZED BY PERA41T ISSIUED BY VIRGINIA DEPARTMENT OF TRANSPORTA77ON MAY BE LOCA7ED WTHIIN 7HE STREETS RIGHT OF WAY JFAI ROAD &-DRALEAG STB 3-7-1STRAW BAIL BARRIER 3.04 DD P, TEMPORARY DIVERSION DIKE 3.09 X X CLEAN WATER DIVERSION 3.05, @ mpmwmm TEMPORARY SEDIMENT TRAP J. 13 S8 dffnft SEDIMENT BASIN 3.14 7EMPORARY STREAM CROSSING 3.24 GENERAL.AOTES 1. OWNER \DEVELOPER: BEIGHTS DEVELOPMENT CORPORA77ON clo MR. THOMAS SINCLAIR 800 E. JEFFERSON S7REET CHARLOTTESWLLE, VIRGINIA 22902 TELEPHONE: (4J4) 245-0100 FAX: (4J4) 245-OJOO 2. 77MA40NS CONTACT: MR. SHAWN A. SMITH, P.E. 7ELE. (804) J79-6142 E-MAIL:shown.smith@timmons.com J. TAX MAP NO.: 89-73, 89-73A, 89-73B, 89-7JC, 89-7JCI, i9 i. 4. ZONING : R A RURAL AREA (EXISIING) 5. USE SINGLE FAMILY RESIDEN77AL 6. ACREAGE: 566.308 AC. (EXCLUSIVE OF CEMETERY TRACT) 7 NUMBER OF LOTS : 37 8. coNmAcToR SHALL VERIFY LOCA 77ON AND ELEVA 77ON OF ALL UNDERGROUND UT'LITIES SHOWN ON PLANS IN AREAS OF CONS7RUC770M PRIOR TO STAR77NG WORK. CONTACT ENGINEER * IhIMEDIA TEL Y IF LOCA 770M OR ELEVA 77ON IS DIF- FERENT FROM THAT SHOWN ON PLAN, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN. ROAD NOTES GRADING 1. THE LA 7EST E0177ON OF THE ROAD & BRIDGE SPECIFICA 77ONS, 7HE ROAD BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA17OMS SHALL GOVERN THE 4A7ERIAL AND CONS7RUC77ON ME7HODS OF THIS PROUECT 2. WHERE UNSUIXABLE MA 7ERIAL IS ENCOUN7ERED IN 7HE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WDTH AND REPLACED WHERE NECES;SARY WTH SUITABLE MA7FRIAL TO THE SA77SFACTION OF THE ENGINEER. J. ALL GROWTH (OF TTEES AND VEGETA77ON SHALL BE aEARED AND GRUBBED FOR THE EN71RE EASEMENT OTHER 7REES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTAN?CES AT ROAD 1N7ETSEC77ONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PR?1OR TO 7HE CONS7RUC77ON OF THE SUBGRADE. QRAINA 1. ALL PIPE CULIVERTS, EXCEPT PRIV47E EN7RANCES, SHOW HEREON ARE TO BE RCP WTV A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4S) TO BE PROWDED.AS INDICATED ON 7HE PLANS, OR WHERE FIELD COND177ONS INDICA7E. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE WRGINIA DEPARTWENT OF 7RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL, DRAINAGE EASEMENTS SHALL BE CLEARED AND GRADED TO THE SA 77SFAC77ON THE ENGINEER., DRAINAGE EASEMENTS. SHALL EXTEND TO A POINT DEEMED AS A NA TURAL WA TER COURSE. PA VEVENT - I ACTUAL COPY OF 774E C8R REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OIF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS TVAN 10, THE' DEVELOPER WILL 8E REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THIE PROPOSED ME77400 OF CORREC770N. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND C014PAC717ON BEFORE BASE IS PLACED. J. TEST REPORTS,' ON SELECT MA7ERIALS MUST BE SUBMIT70 SHOWNG 774E MA7ERIAL MEETS THE REQUIRED GRADATION FOR TYPE /, fl, OR N PRIOR TO PLACING A GGREGA 7E &A SE. 4. THE USE OF AIN AGGREGA7F SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 5. BASE MUST BE7 APPROVED BY ENGINEER FOR DEPTH, TEMPLA7E, AND COMPAC770N BEFORE SURFACE TREA 774EN T IS APPLIED 6. BITUMINOUS SbIRFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT WRGINIA DEPARTMENT O)F TRANSPORTATION SPECIFICA TONS. 7 ENCROACHMEN'T POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUC77JRES THAT D NOT ENHANCE,A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMIT7ED WTVIN 77 -IE RIGHT OF WAY. ONLY THOSE S7RUCTURES SPECIFICALLY AUTHORIZED BY PERA41T ISSIUED BY VIRGINIA DEPARTMENT OF TRANSPORTA77ON MAY BE LOCA7ED WTHIIN 7HE STREETS RIGHT OF WAY JFAI ROAD &-DRALEAG EROSION COST BO INLET PROTECTION J.07 ti X X SILT FENCE 3.05, E no cq CONS7RUCTION. ENTRANCE J,02 CD CHECK DAM 3.20 5 EA TEMPORARY FILL DIVERSION 3.10 54" CL IV RCP PERMANENT SEEDING 3.32 TO TO TOPSOILING 3.30 cIP 36" CL IV RCP CULVERT INLET PROTECTION 3.08 61 EA JO" CL N RCP UTILITY STREAM CROSSING 3.25 7EMPORARY STREAM CROSSING 3.24 GENERAL.AOTES 1. OWNER \DEVELOPER: BEIGHTS DEVELOPMENT CORPORA77ON clo MR. THOMAS SINCLAIR 800 E. JEFFERSON S7REET CHARLOTTESWLLE, VIRGINIA 22902 TELEPHONE: (4J4) 245-0100 FAX: (4J4) 245-OJOO 2. 77MA40NS CONTACT: MR. SHAWN A. SMITH, P.E. 7ELE. (804) J79-6142 E-MAIL:shown.smith@timmons.com J. TAX MAP NO.: 89-73, 89-73A, 89-73B, 89-7JC, 89-7JCI, i9 i. 4. ZONING : R A RURAL AREA (EXISIING) 5. USE SINGLE FAMILY RESIDEN77AL 6. ACREAGE: 566.308 AC. (EXCLUSIVE OF CEMETERY TRACT) 7 NUMBER OF LOTS : 37 8. coNmAcToR SHALL VERIFY LOCA 77ON AND ELEVA 77ON OF ALL UNDERGROUND UT'LITIES SHOWN ON PLANS IN AREAS OF CONS7RUC770M PRIOR TO STAR77NG WORK. CONTACT ENGINEER * IhIMEDIA TEL Y IF LOCA 770M OR ELEVA 77ON IS DIF- FERENT FROM THAT SHOWN ON PLAN, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN. ROAD NOTES GRADING 1. THE LA 7EST E0177ON OF THE ROAD & BRIDGE SPECIFICA 77ONS, 7HE ROAD BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA17OMS SHALL GOVERN THE 4A7ERIAL AND CONS7RUC77ON ME7HODS OF THIS PROUECT 2. WHERE UNSUIXABLE MA 7ERIAL IS ENCOUN7ERED IN 7HE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WDTH AND REPLACED WHERE NECES;SARY WTH SUITABLE MA7FRIAL TO THE SA77SFACTION OF THE ENGINEER. J. ALL GROWTH (OF TTEES AND VEGETA77ON SHALL BE aEARED AND GRUBBED FOR THE EN71RE EASEMENT OTHER 7REES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTAN?CES AT ROAD 1N7ETSEC77ONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PR?1OR TO 7HE CONS7RUC77ON OF THE SUBGRADE. QRAINA 1. ALL PIPE CULIVERTS, EXCEPT PRIV47E EN7RANCES, SHOW HEREON ARE TO BE RCP WTV A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4S) TO BE PROWDED.AS INDICATED ON 7HE PLANS, OR WHERE FIELD COND177ONS INDICA7E. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE WRGINIA DEPARTWENT OF 7RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL, DRAINAGE EASEMENTS SHALL BE CLEARED AND GRADED TO THE SA 77SFAC77ON THE ENGINEER., DRAINAGE EASEMENTS. SHALL EXTEND TO A POINT DEEMED AS A NA TURAL WA TER COURSE. PA VEVENT - I ACTUAL COPY OF 774E C8R REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OIF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS TVAN 10, THE' DEVELOPER WILL 8E REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THIE PROPOSED ME77400 OF CORREC770N. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND C014PAC717ON BEFORE BASE IS PLACED. J. TEST REPORTS,' ON SELECT MA7ERIALS MUST BE SUBMIT70 SHOWNG 774E MA7ERIAL MEETS THE REQUIRED GRADATION FOR TYPE /, fl, OR N PRIOR TO PLACING A GGREGA 7E &A SE. 4. THE USE OF AIN AGGREGA7F SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 5. BASE MUST BE7 APPROVED BY ENGINEER FOR DEPTH, TEMPLA7E, AND COMPAC770N BEFORE SURFACE TREA 774EN T IS APPLIED 6. BITUMINOUS SbIRFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT WRGINIA DEPARTMENT O)F TRANSPORTATION SPECIFICA TONS. 7 ENCROACHMEN'T POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUC77JRES THAT D NOT ENHANCE,A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMIT7ED WTVIN 77 -IE RIGHT OF WAY. ONLY THOSE S7RUCTURES SPECIFICALLY AUTHORIZED BY PERA41T ISSIUED BY VIRGINIA DEPARTMENT OF TRANSPORTA77ON MAY BE LOCA7ED WTHIIN 7HE STREETS RIGHT OF WAY FF A QUAN7777ES AS SHOWN ARE JFAI ROAD &-DRALEAG EROSION COST BO 10 FF A QUAN7777ES AS SHOWN ARE JFAI ROAD &-DRALEAG EROSION COST BO A 1 EA 1.5" ASPHALT -SM 9.5A 27, 936 S Y SIL T FENCE 10, 500 LF J" BM- 25. 0 6" 27,936 SY INLET PROTECTION 18 EABASESTONE -21A DI -5 30,709 Sy CULVERT INLET PROTECTION 5 EA18EA 54" CL IV RCP 344 LF TEMP. SEDIMENT TRAP 2043.5 CY(WET) 48" CL N RCP 336 LF A I m I 14 EA 36" CL IV RCP 144 LF ROCK CHECK DAMS 61 EA JO" CL N RCP 452 LF PAVED WASH RACK I EA 160 LF PERMANENT SEEDING 32 AC 18" CL N ROP 15" CL Ill RCP 108 LF 1981 LF DUST CONTROL ALL SECTION EW -1 20 EA D/ VERSION DIKE 13, 730 LF EW -2 EW -6 4 EA 1 EA STREAM DIVERSION EA EW- 7S EA CL. / RIPRAP J90 CY AV CL. H RIP -RAP 64 CY 4 law" AM FF A QUAN7777ES AS SHOWN ARE APPROXIMATE ONLY CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN TAKEOFF ROAD &-DRALEAG EROSION COST BO CONSTRUCTION ENTRANCE 1 EA 1.5" ASPHALT -SM 9.5A 27, 936 S Y SIL T FENCE 10, 500 LF J" BM- 25. 0 6" 27,936 SY INLET PROTECTION 18 EABASESTONE -21A DI -5 30,709 Sy CULVERT INLET PROTECTION 5 EA18EA 54" CL IV RCP 344 LF TEMP. SEDIMENT TRAP 2043.5 CY(WET) 48" CL N RCP 336 LF OUTLET PROTEC77ON 14 EA 36" CL IV RCP 144 LF ROCK CHECK DAMS 61 EA JO" CL N RCP 452 LF PAVED WASH RACK I EA 160 LF PERMANENT SEEDING 32 AC 18" CL N ROP 15" CL Ill RCP 108 LF 1981 LF DUST CONTROL ALL SECTION EW -1 20 EA D/ VERSION DIKE 13, 730 LF EW -2 EW -6 4 EA 1 EA STREAM DIVERSION EA EW- 7S EA CL. / RIPRAP J90 CY CL. H RIP -RAP 64 CY ROADSIDE DITCH GRA ' SS 6,940 LF EC -2 15,420 LF EC -JA 2,830 LF Mountain Valley SubdiVision I'leld Observation of Impounding StructurejJanuary14, 2004 m THE DIVISION OF THE LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND IN ACCORDANCE AND WITH THE DESIRE OF THE UNDERS(IGNED OWNERS, PROPRIETORS AND 7RUS7EES. ANY REFERENCE To FUTURE P07EN77AL DEVELOPMENT IS TO BE DEEMED AS THEORE77CAL ONLY. ALL ST47EMENTS AFFIXED TO THIS PLAT ARE 7RUE AND CORRECT TO THE BEST OF MY KNOWLEDGE, OMER AGENTT COMWOAVEALTH OF VfRCIMA I COUNTY . OF A LBEAM RLE TO WIT: A NO TAR Y PUBLIC IN AND FOR THE COUNTY OF ALBEMARL& COMMONWEAL TH OF WRGINIA, DO HEREBY CERTIFY 7HAT EWROREEN LAND COMPANY WHOSE NAME IS SIGNED TO 7HE STATEA4ENT OF CONSENT TO DIVISION HAS ACKNOWLEDGED ,THE SAME BEFORE ME INMY - AND COMMONWEAL774 AFFORESAID. GIVEN UNDER MY HAND THIS DAY OF -2003 NOTARY PUBLIC MY COMMISSION EXPIRES V\ v x ItJJ CP f 7) j J It It C o 91 Z N Z Z > I—b 4- I N tl Ir L — — — — — — — - At* zy 0 cy 6 - - — - - - - - V( I t fill 111111 LOTL Aj k\k Ir 0 0.37- Ad 7 AqP-R. 7 cl —40 > H k NOO Lo 71- \8 3.67 XqRf, LO 31 4L LP kPA A409A qu 70ey, 24 r 1W6 t t16TP240T 7 A isf 19 cis tr[ 2 1. 4p 40AM jy J 0. A LUT 88' ACRES-- 40T LqT 30 ---- 23.9f- ACPJS7-AOJW A V T\19 /r2rA#W 74,37 L A - 4L ---------- ACRES T- I I A7j 126 55 gN41 w Ito ACXq7g ( 0 ------- LO r to 02 jACMS 72 ------ 58, S, 36 57. 0 2093 LQT til - 0 j f 0 LO T__23 W.00 7,6 g I 2 5' 0 1-303 67s 01S4 t1/1) eel 6' sr g < YP 0 9 0" OPOSED MOSBY MOUNTAIN SUBDIVISION TH 0 EVAN K WU No. 24803 DESIGNED BY S. SMITH CHECKED BY SCALE 1 "=300' JrArdd DATE 6111103 DRAWN BY D. COLEY DESIGNED BY S. SMITH CHECKED BY SCALE 1 "=300' I I I . -- - I __ - - - I 11. - -- - - -_ . - - - .1 1- I - I .... - 1 1. - -------- 1!___ -_ - ____ I - . - I -, - " --- , --, " -, "". - - - - _--_ / / - ---,V- I I . 11 - ".1 -, -_' I - -- -,. - ,_ , --- - ", - - 11, -1 ,,,, 11- -_ __ I , ", I " - - I I -1 - --,- I 11 -_ ,,,,, '_ / / 1 1-1 . I - ,-, - -- - 7- , " "' - "' - . - - - __. 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" - - - vd - Z& I " , ___ , , __ - - - - - _._ - __ -, . " I I , - 1 - _ , l I Z- 11 - - 1 _ L. __ ____, __ -11 11 - - 11 , ,, _-, - , __ 11, __ - __ - , , '_ - -_ - 60 5' 11 - , 11 . R 6 - - - , 1, ' ,, - __ -- - - 1 , 11 .- 1, . . - 1 -, I 11 , - , -1 ,, __ __ - _", , I '1 - - - - -_ -- - - _ .-,- " ll l l " l - I 11 " 11 *1 ' I-, - - - 1 , -1 , __ " 1 1 " ." , - I 1, - - _ - - - -(OXAL11 - - - - . " -1 . / - , - . l " I . _ - 11 - 1 l - _ - 1 __ __ ------_ - - - __ _. __ _ -, __ __ - _ ,-, \ . , , " I , I / 1 - I I - - - _ 7 , I "I ., I . 1 - , - .I- -_ , I ,., ,_ . . _ - __ ----I, " l " - 11 -, - , - - ,-,. _ - __ l - - , e " ------__ - - " __ I- . , ___ -, - 1 - - "' ___ -, __ 1 l " - j -, .,-- _ - I'.,, " , , _____ , " " - __ .- - - - __ __ I - - ___-_ , - . , - , - ,, " 11 l . - I _ ", . I , " __ - " l 1 I 11 z I - ', , I I . '----- ,. _ I------- - __ - __ __ - __ __ I . -, I- .- -_ - - - - -1 " , ,_ " --- . . ---"----- - l , - -, _ - -, - I , 1 . . , I - __ - " ., - - 1, - - - 1 I I _ -- 11 --_--____l ___ - 1, . - - 11 . , I 11 .- f - ' , 1, - - - _____ " "I -_ .___._4- ........ t__ " , . .- -, - 11 I I` I -, ,_ -- -1 . 11 -. 1 __ - _ _- _ .,,, 11 - - - __ - __ -, ,_____ l __ - - __ - - - - - __ _- __ - - __ __ lz 11 1 . " i , . / . , 11 . 1 " I 1 , - 1 660 "' "' _---,..,_-_ r-'-, _ , - 1, ,/, 1 - __ I - / / I - , - , 11 ___.;,_,_---_--;--,-_- , --- 11 '. , _ k 11 . - . 11 E I I I i -_ . __...."_-- _>_ ll 0 I- - 1 ,____ , - - . - 11 i'll" - 1. ;I ", I - I_ ___ - _ - __ - 1 _ ---__ I - -_ I " , < u >- I,- - 11 11 11 -—- , - 1 1__ _ ' " I - I . - - I- - __ :: I - - — , - - I ----------`z I ^ .l I I I , I 11 . . I I" - I 1, _ 1, I __ - 11, . 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" _ , 1, \ \,\ I- "' \ " \ 1\ ' l l __ - - - 1- LLJ m :D C 7:._.c._-- - . - - -.- - - -, l " / / I., . \ \, __-, _ I I \ \ \ ; l 1 l . 1 t; = rq I I -, - - " . -, \ - _ I- . i - - -_ - / . 660 " 1\ I \ I \\ \ 1 _ 11" 1, . - 1 - 1 - __ - m i .0 1. 1. " I- . - - __ 11 , _ I 11 I z / 7 - \ \ \ \ \ '6, l / --- .-- - - - - _-.- ,.- uj [-- I .. I - 11 - I " I ) -, . l I . \ \ \ __,_ )___ " : u 1 . . __.-_ - - -_ - - - -- -- 1. _ . - , I . I'. I . - __ -, l \ I \ _ . - ---. - 11 1\ I -::: -- 3: ! m i *. 3: 0 1 l . " " - ----__ - . . ,_ - __ - - , ./ - ,,, _ . . l . ) . , I I . I \_ - \ _ " \ _\_ ___ 0, //-r I , . - ---- I / - ou ,0, - I I 1 I --_-'_ .__ __ - -_ - -."-, __ I I . I- '-\ ------- --___ 1 11 , I- - _- , . . - - - -- _ ____ __ - __ - -, -, _ _ .- - - . ,,, _-_ - , 11 . , - 1. _ ___ , /H _ -- __ - I - --- I I . " I " \ I \ \ I _ ------- - , \ . , _ 1__ uj -,=:, 'm I < &L 0 r, - 11 " I - . - 1, ___ --- - --- - --- -_ - - L - _ - - " al . I I \ I I -.- 11 , , z , M lz c . I ____ __ . - _ - - __ __ . -_ I - - I . --- _-__ _ I / - , 0 11 \ I . ___ ___ __ -*,--,]-, -, - . II < I \ — \ ___,- k ---t— , " -_ - 11 a. 0 E qT * \ I ____ , - 1\ " I I / 'l Lu UJ = 0 W I - -- — __/ --- 11, , . . . 1 - I - - , . -, - . - - ----(,I / H - -- - - _ -------- __ ___l__-_ __ __ ------- t ____ [ . — — 1 7:: It _____- " I., . . 11 \ I , . " 1, c _.y r, , 1 - . - - , -,,— I — — I 7T_ I . I 1 \ I . / / C) ce I - 1 . . - - . ______) , _+ -11;7— ___ -------- I- , 11 . I ' . . ) I 11 ce a- 1__ — I( -I / 1: i \ \ 't -lbs, \ \ \1 , / . / / , 3 (9 il - C'S = r 11 _ _ r " — It I . I I .% \ I 0' ,\, 1, 1 \ , I \ / I I I - J, — -- ll - ,a 0 0 IT \ It \ - __. 4- __..__,4._ — —,—,.,,. --r-/-- -- = 3: I,-,- ____ __ - 4 —, , I - - - _ - I / / . I " \ _ ..."_ -,._, - . tE ; oce LL &. i 02 119 I -, - _ . I I, I" - - 1-1 i _ l.— . lr—. --- - - - ___ I I — ._ / , , C) I = E ZL :z i I __ , __ - __ - - I / . . I . I I '' I _,1(71, le 'i 1. I I/ l 1 7_77 — V) 0 0 L, U Lij7K -- 0 a U w C) 4a I',- . ., - - - - - - - I __ - ...... , , -:_E __ I --- 1 / " - 11 I — l l I , I \ I IT - __ - - - _ ,-,-- - I ) I / — T -_ 1. I I r / / \ / 7 / , - 1 PR9 I . __ — __ 7, I i I - z re z z z z 11 / I yy- ry-y-y-y-y-', (n = Ln m U Z Z Z Zi _______ . - _ __ * 1_ __ l .- I" - I I \ . I \ I / / . 0 i / / " - - - --rr'';, ;, 71`i 777 Y-Y-Y-r Y T v v I / . / . I . m , 1. x"r!'7-7 , I 11 . . / I = IM 4 sm wi . 1 36+00 '- . 11 . 37-1-00, _- . -- - - / _ . t . I / . - t M. u, lu) lu) Ou 803 POSE9 12" WATERLINE _, " --r ,, I38+00 , . 39+00 \ I "..—I — i / 11 _ . — — . , :!7;7!7 I 35+00 — l ... I,- "", - ' / 1_rl r p I i - - - - r 11 )_ - . I / I i \ . I / 1 / F_ = 3 CA c a _ _ _ I- 34+00 i / I — 1, l lill'' j, - =MONO =00*110/ I i 't - < I — I ,- ,- -. l - 11 iioilliii Immmom I - / I . / I \ \ , / / / , I 1-1 of- Z C) C) 0 C) 3,4-00 - . l 1 I I-- /I - 11 , / / .- I I 124 r - ---7- _- -r- I I& I ,----/ I , \ \ I I 21 u 4 I . / , I/ 11 NhL / I I Z , , , , . . ;i CD 0 1,l R R Q 1 I " 2 00 w7' - mli!Pll,PVI,r!,lllllll!lllllllllll!lvlllllliliiiiiiiiiiliiiiiiiiiililll!lllli k . 11 .. ' 1 / --/\- \_ __ __ , — - __ -, 11, . / I- - I--,-' I / il — \ \ \ f , I LOT 35 i _ _j — i-qv . r \ / / N . . (I N </, , ' Ji. lf% . ' . I \ 11 . y . / , , . I \ _4 r-i I Q i / .-\ I I / , > v-i LU 2 2 2 zX l i * . ,-,--- *B-QM LOTS J4, 35," 36, AND J7 \ \ , - - 11, l \ \ \ i / / - - I I - " , \ I , j / / / / I . I I ( IIZK 'IT, ,;:K llz I I \ \ I '_ - I \ " I I - w 11 > . ,\ I lxl i " _MUST BE A(XESSED FROM i / I I . w - l \ \ \ k I ,- , / \ . . . I . " f\, , L ,,,..i- . . _ I I I I ,., O/ . 1 4i : z _ I . . , -- , IRIDGETOP DRIVE 1 / / I I \ " ____=,_ , I I I I/ \ \ I " ,, - - I . / 1* / / c ;z Z I . x / 0 , -'r, _---__ 11 / . / . I " . z z I \ \ < . . / / \ \ . . , , ,_ I 41 - PROPOSED / : Z.FC) . 4) I- \ ,-' / \ \ X I _____ , / . I I / l I'll',., \ _ - - -_ LXISITNG VARM - _x , l I ________ . 1 1 / I _ I 11 \ \ 1, " I \ \ \ I CE ,. , i - k_ l . 11-1 I / / I I I / , I t -_j -,-J / I vK7 - __ - I i . - . ui . 13 I / - - I I I1 \ 1 \ .1-1 \ \ -MANENT - lj I" -/, ' ` ' ` I __ / ceIZ Q1,11 "\\ 6 01 ) , , . -, - - -- B - 1 i ", :: 7,::7-- -- , I I . 1 8888 1 \ \ . 111 .1-1 /I -WIQTH PER - -- . I I -,, , ., . - - - . l/ I I \ M (h 04 ck Q rl 1 \ \ \ . ----_, .." lo, i \ \ - -, I" I rr I __ X. % \ - I/ I I I , 0- . / 0 0 lu I' ll I . 11 \ . "' / 11 '\ ,, / i . l - I' ll \ \ . 1, r - -_ I - . "I . I \ w1, I \ \ l ,l IT . - - - ___\ N __ I I I I . N \ \ / UTILITY EASEMEI\J- I— _, / I -,- fa m \ \ (im P c L ual T c , I , - -, - , . 1 , k \ \ \ \ - . . = 1 \ I \ \ I ____ - - ---.11 \ - I- " __ - I ,:,, _\,-< r_- - -- . - -- - f \ \ I 1_l - - 1 9 I , - -1 -- '\ , - - - I --- - C 1 I - I I., I .- --_ - , I -,< I Lij / WQ LQU Lul2 I, I"v- \ \ , -_ I / r, _ ---i-,\,,\ -_-:,- - - L_ D - I . -1. _ .- __ 11- - - . k, \ m r -77-- u ( f . / I - I , -, __ _ - - __ I l 11 \ 1, , __ - - - - . - 1 . X , - - . / _[ I \ \ , L_lj .I Ln . f) U) l - - --- -_ -_-_l___._ " I I 11 - I / - .- - \ " _ - " . - I I \ - 1 0 3 - . ___—, - __ F, -------- I- - -_ . 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RlDdE TOP DRI VE , , 11 -.--* , - I I ', - - - i hll_ - -1 1-11 - _- ____ __-1-1- -_ -;- -_ -- - __- ____ -_ --_ -_ --- ::--7,_--::-1."-.-11.1-r,zz,--..,-- - r "I - - - ________ - - \\ I _,, " ,\ - _-1 I- - _;;; - - '_ / - 7-K __ __ . -,--;., < I - -4, .,; ') v- "'r .,I- I, \ I, " -, __ _ - -,. - - 1 -1 7 __', ___ - - - -,-, z;- - - - lL__,_ ---- --I \ ,1,,-__-_.a-- ___ \ "", l' , - - - __ __ - __ ,. I __ __ ____ ----,-.- __ __ " Nzt 7 __ = -1 - - - - _:.:-.;:4-;-_ =z - , - ____ __ _ - _,__ . r-1 rN r, "-,- 7A,_ L"_,__,,_ ' Z '-- L \ . - - _: 71, ___ I IA " I I 1100 i I \ m -,*4 1 - 3 6 l -, l .- -,-,-- - I I-- -1 < . I /,_ wN - - - . I I _\ I .. _ L _,,_ _- , - __ - -/= -=a - - _. I - / z a7 -,-,- - __ __ ____ __ ___ --_-t7 :=_ - _: _r_, I" __ __ _tl ' 7__ ___ _,- --..- - I— -.-- - -- ---_-r-r-_l_ --- I_- - -iE-n-z=,=----------'---.;--z-"-,----z,-.5.z::,.z--7;---:-,:!-,- -1 . - - - _11- --.-.---. - - -- Z 1 11. \ - - - - - __ __ - _ " 11i - t - , __ -,- _7 - _ - -- 7,- -- -- z- -"- --- 77f-7;-_7!ft --- ; - - _- "---.. -77 7,-f! - --_.__ - - _- - __ --- -- 0 :b I --- -_ -- -,I,- \ -!,-,_..\, - .,-r- --- \ / -1 i-i I 'r,, __ ____ - ____ - - - 1,- __ll - -- - .. __ - _ __ - _I!E _____llz.___ __ , 11 - , - , , -=-:- . __ .- -1- -_-: .7-1-1 -i - ---1l1-l,_,l - - - --------- -, __ -,--- _ ---. - d".__ .... - -- -_ (nI-T-11 --l- . . .... --. I—- 111.-- _-, __ -.- ------ -.1 I ___ - ...... l_._l_-____ __ I , - _ l' - , - -__-` , , / - , I '-. - - -_ - - -- z:__ - - - . L -- -- __ l __ --. - - _.'_ , - '-,__.. 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I . ----.. > - 1--.1-1111- 'i _.________. -_'-_ ' - _ , - - __L, =-- __ - __ ._-__--_ -1 ",---- , - - - DATE Z,_ ___ I - - - - A\ J:__-- ` 7 ;- - ---.- , , - _ , _ _ I -, \, - _ - 4 \ -, - - __ - // 7 - - - - __ -1 - -1 - - "" , , I _,,!_,-,--_- ------- __ I-- _ , ___% __%__,_:=, -_ - - + \ \ ------ - . o__\ Q T I ; . __ I - _ _ - __, z __-___,_______-- 64 mt. . _- I 1- '", 11 I - __ __ .- __ __ .-- - -, I __ - . _ -, -,- - - - - - - _,,- P k_,-" I - __ . 1, - I- \ __ l I- \ , rL __ , - __\_ k I __\___ - __ i 50- -_ 1A I __ . - / ___ 1, , " "_ '_ - . - __ - ,-. - - - - ,- .1 ", __ - " . - I—— i I 4- , _______ - - __ 2n"' - , . - - -_ " I7- - - - - _7 -, __ __ - - - - - -_ _ ,- _ -- .1 -1 -- - - -_ - -_ -_ I - --- t 11 / - - --- I . 11 - -_ "' -, - " I 1 _ __ .- _ _ __ _ _ __ _ - - - _ . - - - __ I . _ __ (L.'J_ - - I- __ - I - - -, .. . I ) I . i - 0 I f",50- __ - - - _. . _____ - _ ?i - I- -- - -- - -- -1 --I -- -,j,=- - --- - --- - :7.- - -- -.- -- - -,-'- -- --- --- -_:= __ - __ -, - - -, I i I r__ __ L__ _ - I_ _ > 1 , " , I ___ __ - __ -, . ---------- _ - - "i, i - I - -_ __ -1 .., t - - I - - . ' -- - - -_ I ----I .7 __ - - .- __ ___l I . IR .1 j--, I . r I 10 6111103Qi . 13 ____T ___ -,- __ -1 - l 1, 1, ' 1 11 ", I _ 11 - - __ - . ___ - - __ . - __ ____ - . - - - -, - - - , - -_ - __ __ -_ - -, - - - 4. _ -L i I' I— . . I - 1 _i , I - -, - Ikv i _ I - - j , I _____ 1 - - - - - - - - - - 1 __ _ -, . __ I " - __ I , - - - _ - - --I - - -- 1 I., ", - - - - - - - __ - _ __ _ - - .__ __ - - __ - - - - , , - T- -- ,-,- I I - . _ - -_ I ---I--- 1 1 1 1 1 . 1 - __ __ _. - __ _ - - __ _ - . _ I __ 0, - F i -_ -_ - -_ _ , ---- -] . - __ -, I.- - I_ - , -_ I , -1 - I ___ I . I I -- __ --i -i,-,. 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L'ot "Mcl _ 111 -----I , __ -1 L , 1 — ) JLJ _ 102, L(L I i--21 L__ __ I - --- I , - w _ __ - ___ 1 (_ - __ ___ - __ - _ - I __ ) - - , , r1 , - - - - - _ - __ _ .- - - - - - __ - - - _. - - __ - _ - - `1 ?_tt--!F, -'-- --?rF,_'2l0 , F -, ' I !-- -20-210 -".F' 207, - S1. - - __ __ , - _, , __ - -- ' A i _ ) I I - __ __ - - -, - - I ll, - - 1.11 __ _ _, __ __ __ __ __ _ _, r r-,-r.- --l- ,,_- - - __ - I I , _ - - 1-1 __ _ -, " -,-- __ - __ - __ _ -.,-- _ __ _. __ - ------ __- , Al-, ._z'-_:Z-T,l _ - - -'_ -_ - -_ '_ ,, . - _ - I ) 0A _1 - -v - - "_ I I I _ - I __ - t - 1- ___ L_ - - F -,.-,-- - -- __ -I--. .,-- - - __ -,.- - _-_- -, - 1 __ -, _ - - 4 __ I l . !-Y lve_ _ __ - . f __ __ I2 _pPqi4F- - ]- - -1 --- _I* - I -1 - " -- - ,.,r -- I- - - - - _:_ '' -_ -''- - -- - - - _ I I_ _1 . - - - _ _t . -_ __ - 1- -,- - -,- -,- - - _ 1 - _ __ _ - - __ -.,-,- __-, - - 1 - I - __ - - _- -, , - - - -,--- - i I __ __ _,__ , - --:,- - __ __ - __ - __ - J_ - - I , - [ - __ .__ _ 1 g __ -, L, -z-.--- - - -- 4 I I - 7 - __ - - '_ - --- - 1 4- __ - __ -:7- - __ __ - . _., - . l - -01-4 i __, L __ - , - __ __ , - I'm 40 _7 -: _ - .- - - i - I - .__ , _ " -, - - - - '_ 11.1r, -,_ - - - -I - - -- i I, I , - l-, --- - _j _ ___1 , ,-, f - __ _ __,__ 1 1 - 1- 7 __ F - I I - i ; I 1 ,, _t .---- "I .- 11 - - _ - . 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I , " I 11 I, - I 4- . __ - " \ ...... 1, _, . ........ _-- _--- 11 R _-_-T__ - I , , I, I - - - 640 . -- -_ --, I -1 -- . - - , _ - - l - _ - _ - '__ -_ _ C-_9 -_ (T', 0 t) - -, - 1. . -_ . - - , ,___,-_...,_-_" .. I I , I I . , , I - , - - 11 I- - - - 1 - ----_ I - - . - -- ,_ -- F- -nnent QB- .)9 - - - ,- ' t I . .7 1 1 1 11 11. I- ' ll - - .- - ____ _. __ - - 1, __ , . - - 1 I _,_ ,_ - I - - , - -- -- m _ -_ - . -,. . 508" pg F 2.,' 59,) - . 1 I I 1 -, I , ,_ , , I _. -- - - " - ------ - - __ - \\, t e, - I I . . -, 1 1, , I I-- , 11, ', , ', 7. II - -_ _ , - 11I ,_ - ,-- - ____ --,,.. -1-1 11-1 11.1 Z_ - . I " . - __ ", , . - 11- - I -, 1, '. ____ l 1 __ - _) C6, --asp I - , I 11 - ' - -, __ - .,-- I- _ 1- - _ - - " I - - 1. - 1-1 I 111. - _- ___ __ _' - _--- '. _ . - "'. l _ - 1. - . - 11 -11 - , , I, 1 . . - - - - - I . - ,, . -, - I,- _ . "', __ - __ __ -, \ 1 1, ", _ - 11 - -, I- . - -, -- .- - -_ 11 -_ -- I . -_ 11 I -,, 1. ,,, ttll-_ -_ __ - I - -- ' ''I -___ --- -- --- -, I - - -- - ----__ - 1 - - " I, -, 1, -, 1 I, " ". 11. '__ 1, -- , I , , -- t- --", - 1 '_ -, , . l , I',, - - '_ - _____ ' 1 , , 11 I',- -, I ' I-, " I , 11 , _,_ -, _ -.,- - - ---_--. -.;;;I-- I 1-1-1 __ __ - __ . , , ", __ 1 __ Zll - - I - 7 I , _ , -, _ -, - - _____ l , - , , 11, _ 11, 1-1 , - , ,_ _ 1- :: I- I . . . _ , , , , I - 1 I . .. .... ". I __ I.... - __ - . _ __ - . . I I --- - - - _. , I " ',.- - 1, . , : I'' 1:-A " -- - - - - 11 " 1, 1 _ -_ - I ,__ __ . - - . a- - 1, ,_ l ", I 11 "I I - " . -,., - -_ -"-.t,: - - _. I -1 - -4- _:7 1 - I- 11 , 11 11 11 -1- - .- - -- _ - _ " I ;,, . . . . . . . . ,,,,, l ... llll,l 1, ! 11, I 11 . 11 ` 1, 1, I _____ - - , I , - - - . _ ". \ . . .- - 1 . - - ,- I' ll - 1 , ' \ . 1% \ I N \ "I I , \, z-- I - . I" -- - . _ - - ",___ I '- - - . - - _ - 1 . -_ I I \ I I , _. -- - 6,51). _-_-._-__.__---. . ll- - - -,- 1_, 1 1 , , e!-- - . . I - " - 1 , II- ., - I I'', Jj 1, - 1 ' " I ,, \ 11 1 1 "_ . - - - __ - I 1, \. \ I_ - - . _ I "I ' , '_ 1 \ \ , __,. __ ___-___._ l I , . , -- . I l . . . . " I I ) \ .1, - _)- - _ _ Nw -_ 1 _ I 1\ ,_ I., 11 , 1, \ 11 \ .\ 11 . '1 "I 11 1, I I \ ,- - - -, -, '_ .- - 11, 11, "I \ . " - _ N '4 .....i - - -_ - / - _ - -_ _. _- 1 -_ -_ - N__ -_ I /,, "I 1, 1. 1, I l I \ \ \ 1 "I \ . " I l ' I- 11 I- __ . I 1_ - - - -- - I 11, _/\_ ----- 7_--_-----_ __:-- -------- --- - -- _( 241 , = 11 / \ \_ 1 , N \ I 1, - - - - I _ __ --- - :_,_-: 0 \ i I I 11 - - I - , . ___ k, ___- , . l " I 1\ -1 ,,, \ \ " \ l l " I - 1, -, - - . -_ -- I . " - - --,-- --,-- _- -_ - i:___:7 , 11 ', , ,_ " 11 l \ I I N , I I'. ' l . \ ", \ I . 11 ll "I I " . - - - - I -,- ---:,-- - : ___:_ I ___==., ----== - -_ - ____ - , i i i \ \ I / - _ - _ . ..... __ __ _ v.__,_ _ ___ ____ =; - - N 111. I - -- ,_ - ,_ -'- __ ____ l 1,- \ 11, l. _- -1- - - I ---- 477L l I / . ----__ I- I H 680 ,,, , l 1 \ \ \ I \ \ - " t -- ____.__.___----_- _____,_ \. I \ I , , \ \ I-- =-- - -..,- -_ - 7_ I , ., I / . _ -, I --- I 11 - 1 - , "I - 11 " I \ \ \ 1,, \ ', \ I . . \ 1 - 1, 1\ . 1( . " I \ 1 , _ - - . ...... - I- '_l , '_ 11 11, -1 ___ ll 7_, " " I \ \ " I 11.1 - _ , _____ 611-i, -- , __ __ I \ ' \ " V / - --.-''-. __ - , " 11 , \ , \ 11 \ I— I \_ - -- 1 N . -----'- ----_ "I 4 I 11 ,, "I I \ \ . I 1-1- I _ - -1: - . -I - . I—- _-, \ - . l \ \ \ . , \ \ \ N.- , --_ ----.I- ____,_ . . I I . I_ _-_.._-"7 \ --- I -,, 1 . I 1% \ \_____ - _< 7:7 . --- , . . I ___ . 11 \ \ \ 11 '_ . I - 1_ I \ \1 " I . \ \ I I" . \ \ I 1, . / . \ I . .- I - '_ " I \ \ I 11 - _- -- I I . 1 I V, __ - \ l - 11 I - t- . " - ,,, I- . _,_ 11, \ \ \ \ -1. . - 1 I I \ T-_ I \ \ 1% 1 _____ , " I I " - - . - - _:k- --N.- ---i-, - -'T , \ 1, - .- - I 7 _- 4- I 11 \ / , / 11 \ "I . - - - - - -, . _..'._'- , I \ \ \ 1 " I , I I . _,,,", \ . \ - I ,- r-v-'I - 1 n % I1 ___.,- N i I -1, . \ _.. / " - 1__:,__- - '' - - _;, __.. T , -, \ \ t - I I I 1 , 11 \ \ \ \ i I I / . / / . ' * N, \ \ \ \ I 1, \ - - __ _- - I , - .11, ," ! I , y_ry_,ry_ry77y i --)FA-Cy-(-v-y-l' ' \ \ \ \ \ \. , 11 1 - ,-, , I , - ' - - , ,-\--.,, 'v I" ,,, , " I I _Y_ I ._ , - - " '\ 1_ 1 \ \ \ I " I \ I I k X, . I 1\ / I -. \ - - , \ I '' I v , " . 11 " I 1, I 11 \ \ \ \ I i I . " I \ \ '\ I __..", - 1 .. - --r-.,;--' - -\ , _ Y\ , . I , 11 \ . \ 1, \ \ \ i I. 610 \ \ \ . ) I I / If ., \. \ ,,, . \ I I . I . I ilii; 11 , I \ I . 1 I ........... , — lr .. ....... . 7 \ 'C",, r-,\ \ l 7y . / / 11 " \ \ \ 1 \ \ , I \ \ \ I __ \ — -- y—, , I / \ / Aki!''"w" l . / I __ - _ __ __ - __ - __ - I I - \ \ \ . \ di'', ii 1 1 - 777-r Ij;p,, - \ \ / . \/ - - - - "-- ---- T! L_ \ . \ \ \ \ 1 I. - - - — . I r . I i i — I ; ,\ \ , /I ,_ - , , \ —\ I I li I I "'. , , , , , \ \ \ , 7 ... ... .. /20, \ I A \ IN I/ / \ I \ \ \ ` 1 iil . . I I I 11 , I -/,Y', , / , v , F777-y- ." - . . `\ " I \ I v \ c'y / \ . [ \ \ \ i 11. . _ T -_ __z _ ., / = _7 \ \ , \ _I----- 11 -- I 7 \1 N \ \ \ \ . l i , 0 ( I / i i \ . \ k / / . . l\ .,\ , 1\ ., I 11 , " \ \ \ 7\ ,\ , \ \ i I I , I \ \ i If If . . \ \ . \ N 1\\ \\ ll __ - __ __ - ,_._ / t - . - -1. , . . 11 \ . \ \\ . \\ I \ \\ I \ 1\ \ i I _ _ - -_ , 1, . ,_ 111. '\ .\ 1, I * I I \ . - I / . - . I . \ \ \ . . _ 1 . / - - - - _. I l . - __ , I " I . I I \ \ \ \ \ \ \ I 1 / \ . -- . 1_lIt: S_% 5 - . "I - I I - 1 '. . 1 \ , , % \ z I \ \ / L 0" r, I \ \ . \ \ __ - -1 ../ \ I - - - . I l ll \ \, \ % \ \ 1 1 1 , , - -1. .- 1-11 . -1 I \ \ \ I I I I \ I I \ ) I j1 1 / / / I . I I . I \ \ ' 4, 1 . \ 1\ \." I- * AQlE7, LOTS 34, 35, 36, AND 37 \ , - . . 11 " - I . 11 l -,, \ " I \ \ . \ I \ \ \ \ \ \ \ \ - \ I., 1 \ - . . - - \ 1 I \ \ . \ 1 ,le / I ) I / i I 11 11 4i A,Q I IN I., l I I , - , MUST BE A CC SSED FROM ' - - - \ I - ,_ 1, \ \ 1% \ \ \ I 1, Lr) \ I I I / I f I / . :: I Z- k . . / I . 11 __ - N " I `- 11 , - - PROPOS D_RIDGETOP PRIVE ____ — .-----__ I \ \ 1, \ \ . \ \ \ . \ '. I 8 -_-Fc,l _ l , — ." --- . - I \ 11 11 I \ \ \ Lljl Ll i 11 l I / / I I ( / I / I I ._j 1_ . / I _l I \ - . I 11 . ___ -----__ 1 I I \ \ 1 " I \ \ IN \ \ \ \ " I - --- 1, I I . I . 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'_ I I _ I , " - \ _ I , 11 _ - 1 -_ ____ r;,./!,n i3,11' \ \ \ \ l' 1:> 11 -- - - " ",; Z__ - - ". - - ., IDGE-10E DRIME - __ - -___ - --=_ -.-- __ _ . - -_ __ -, I - . ___---, ----! __ I __ -- - - - - -, - --,-- __ I ...- . I_— -1 ] ... .... 1> : /_ - __ I -_l;Z_ ,-" _ =: - - - I 11 - I -, I. _ --? ---,- - ./- I f,, - --- - ,_ . 1. T- -- - I I - - - .1-1. I_- ,_ - =.= ,-! t_-,----_". - - - - - - - -_ - __ -___ - - - / - - - 1 - -_ . 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DEEP PIT IS REQUIRED IN BASE OF MANHOLE TO BE FILLED MTH CLASS I DRY RIP RAP. -_ .- - -- -, _ _ _ -_ - - -_ - - __ - - - - -- - - I . .11 " "I / / / I / f ) I I ! 1 / 1. A 774REE FOOT (3 - -11 __ __ - __ . . - - _ - - - _ - .11 x . " - 1 /I / / f / I / / It t1.1 - - __ - ,z 11 - 1 / / / I 1 , I I , I I 1, / I I / i I I t . . RIM ELEVATION REFERS TO TOP OF MANHOLE COVER FOR STANDARD MANHOLES, AND TOP OF INLET BOX FOR STORMWATER INLETS. I - - ____ - - ,-- - __ . . _ ,_ __ __ _-, __ -- - , __ --- - -, --- - ,_ - Y - - - - - - -- - , x - I " . 11 - X , / / / / I / / I / , I i / / / I f I/ It j I I , i I I I I I I t . c VDOT STANDARD ST -1 STEPS SHALL BE USED FOR ALL STRUCTURES MTH A DEPTH OF 4- Om OR GREATER. -9 .- __ __ _: __ . _____ -, _ _ _., _ _ __ _ ______ - - -.,- - .- - __ - I- ___ \ - _. __ - __ - - - "I , __,___ / 11 11 11 , 1_ , 11 ./ / / / / / , I , / / / f / / I I I / t f / / I I I I 1 - I I ... 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I I III DATE 611110 H619/ ! / f i' r' 'f ! ` '! °' ' : i ( } i , \. \ \ \ \ .,,, 0 bn IVAN WUK o -j No. 24803 4 1 ZONAL E Clio 8 0 0 E E c630- uj 2 F0f6--N01-'ES- a: SEF-SHEEt N E 7-ON-PLAN.56tNPMFNTHABIIfw. 4mp- 0 E t2 fu TRACT 17 z P6. 454 3: an IOU ba ti ' •-` .,\ ,\ ,. •,\ ,\ ..-_ •-. „\ , \ \ `,^----•.." \,. \ \ \ l A r o 0 E uj Uj Lu Uj 3: LUF 0) u z z z z 0 UJ LUf k k t 650 c re cy, cl Q 0680 70 UQJ IfU, L u 40 Liu W U-1 LQ w 0 0 --------- uj 720 10~\ \0 0 U) DATE A ID TH A 6111103 DRAWN BYzoR SL OPE, & T,7 D. COLEY EA c 0 DESIGNED BY S oel . -• SMITH 2- woo 12 'EG..2 cF E EC PROPOSE SCAL 12 DRAINF'IELD VDOT %TD. 1 "=50' vDor" C AWARD R[VA tE, ISION 12 er- P ROAL)ISTPEET ENTRANCE OUIREDpROPOSE% IV tiwTEESLI , 12- 10- ul CULVE 2 EC -21 0mitcl < m 4 z Ap z co 5OSED / I" " I / y DR INFItLDI y _Tj 12 12 C) EC - 2 12 2 VDOT GR1716 2 VA P.' 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" 11 7 . . 11, \ \ \ \ \ \ , \\ \ . \ " I '. - j i / I I _ -_. .. ,v NO, DIA LENGTH SLOPE INVERT INVERT MATERIAL INLET NOSE INLET SLOT RIM * . . _Q 550, 00' 206. 11 '- 21-28'16' - 1 104 . . , 28' .1 IJJ+88.79 , ,. -- ,_ - - ,/ \ .1 "I , / ill/, f " - _ ,.- 1\ \ ,,, \ " ", I \ \ N N, \ , I I I I I ,,, 1- -- -L-L ,m, I TYPE TYPE STATION LENGTH ELEV. - ___ - - ',-. -, ___ _ -, - I I " I, . - __ 11 - / " ,- _ - - 1 . __ \\ ",' \ - I-- - _- 1-- f - - A11n.5 (ft.) (7.) IN OUT . _ _ ,_ " , I . \ ,, 11 1-1 / ,_ -_ -_ \ , 1, \ \ \ \ \ , , j \\ \ \ , "I . \ I I f "IN , 1\ "' ,- _ -_ - I I 11 \ 1 1< _ , , I , .\ I \ 1_11- - I-, - 1 - . - ` I \ \ --, \ - -_ _ 723, I ., " ., I I / I . I \ . ' - - , ? 13 15 i I 16. 06 13.64. 723.80 7OZ 98 CL Te -1 I I ,,,, 1 I. _ _ -----, I 11 _ , - - - __ \ / . . 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I ---, _ . . ,-- --- I- _____ _____ ---------- , I — — __----- - -_ - _ _ __ qc , . — _ - - _ - _ _ _ _ - - __ - __ _ -_ -_ I - - --- - . --- -_ -_ . - _-, - - _. -_ -, - - - _. _ --- __ _ I \ . 11 " ___" . - _ ,-^-- , ------, --- - - -_ - _ _ - _ _ -_ -_ .- , . - - __ -_ -_ - -- - t 1 3 k ( 1' I I ---__ _. _ - - i - I— -, " , 1 11 _ _', ___ — -------' __ --,--, - . - __ _ - -, ,-- I_ __ 1 ;,-- _ _ -_ - ----- -- -_ I \ i . -, . 1 11 - , -_ -_ _ - . _ '_ - -_ _ _ _ __ -_ -, - _____ - -_ - - - - _ -_ _', - - I 11% . _'__ - -_ ,-"- -, " - -_ -_ - -_ - - - - I _ - I . - -_ , -_ -_ _ —_ -_ --ftft- -_ - f \1 \ I t . ` \ "I " - - - -_ _ _ __ - _ _ -_ _ - _-, - - _ _ - - - - I - , _ , - *-,- - - i I \ \ -,, - - _ - __ _ 11 , "" _ - - 1 - I- - - - -_ _680— _ _ ---- - - , , - -_ - - - -_ - - - - - -_ I , _ , I " 1 _ '__ - -_ _ -, __ -_ - . -_ - '. - 1 -_ - ____ ItI 1, 1-11 . 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I '\ " I " 1 _,- - -, , RA_P_H_JC _S_CALE._- '_ -_ I - __ ___ - -_ . --, . ,,, , -, - " - 11 -_ __- _ 1_ _ - - 11 / _. .1., -_ , - -_ - .- 1-1.1.1 1-1- - - -_ _ _ -_ _ - - - -_ - - -_ - — 1 V' \ , _, - I .- __ 1 _, __ __ . \ ,-. -- -, I /I - ,.", Z / I/ . - _- __ __ _ - 1 '_ - - 1 __ - 1 - 1-1 - - -__ ____ , I . ,(. . 1 50-- - - -,- 0 2i' - -50- -- -- - - - loo - - _- - -_ - I— - _____ ___ 1 i I \ \ . 11 - _ 1 __1 __ - - , - 1 - ,_ _ - - , 1 , I-. __ __ - - . ' I i f il I I 11 N. I" "' " 11, I -, .- - . -, - _ . ---_ \ -, -, 1 I _____ , __ __ / ".- - ,- __ __ -, _ - .- "I I / / / - .1. 1-1 - ,_ " - - - _- -1 -1 - - 200 - ,-. ___ _- - - _ -,. k _ - • I` / _ . - -4 _ - - -_ I , . - I -,- / 1! IN, _M777-777-7 w_______ - - . ,-.-,-. -. 1 -1 I _ __ - - -_ _ I \ \ \ " 1 I - - -_ _. -, - — 11% 65) . "I - f, -_ , 11 " , / / / _____ i , [ - _-, - , , - -_ ---------, I , " \ , _ . % - ____ - - - - .- _ _ _ -_ - " - -_ -_ -_ _ - __ - - , / I " / - 1-11 -_ -_ -, ,,- / /./ -_ --- - -- - - _ - -_ - -_ - - _ I I I 1 . - '11 - - / .... I -_ -_ --- --- ,_/ 11 I - - - I — e— - ___ . I — - , " _ , I i . II k, \. -_ "",_ I----- - .- " 11 - / , / --- , , -, -- - - -_ , - - - - _ 11 _V _ r- - --- I I / I I N " _. - - , I -- '- . . - __ - , -,- - - - -, / / I I" - -_ _", -_ - - -_ -- -_ ( IN -,FEET-')- - . . , _ _ - - -,- _ _ -_ . I. i i \ \ I ,,, , - -, I------- , - - .- - - -_ -_ -_ -_ ___ - _ , -, -_ - - 1 - _ - __ _ ,_ - -_ __ - __ -_ _ -_ / - _- " -_ - - _- -_ - - - - i - I , . - . ` 1 I '_ -_ _. " I I - 11 - 1. = I - _, - , I - _. _ , _ - - , _ -_ _ _ -_ -_ ___ - I i 1) \ I -, - 1, 11 1 1 _- -, '.. __ - -,- __ __ ,_, . I", _ - 1 / ____ __ __ - __ _ ' - .11 - ,,, I;- .1 / / / - - '_- __ - - '-''- - - - --- - f J- -h _- - 50F - ft --' _ . - . 11 _ .- - 11. - - 11 / , -- -_ --- - - - . -.-,- . .- 1 lj - - " - - 1 -, __ , __ , pl --, - __ ,_ 1 I/ __ _ __ .7 --.-- -- - 149 _ -, - 1 -_ - -_ 11 I f \ , \ - - - _ '- 'N -, 1 1 1 __ -- 1, - -_ - _. - _ " _1 . , . 11 / - 11- - ,,- " / z - -__6 _, - - __ __ -_ - - _ - - -------., - __ - -_ __ _ - - _ -_ - _ - 11 . I I I - . , I - 1 -_ - - 11 11 / , .- - -_ -_ 1- __ . _ _ - - 1 / I - ,, "I \ - - 11 11 - - _ - -, -_ I , - .- - -,- _ _ __ - -_ .- -_ .- I --------, -_ _ 50--- - -- .- _ _ -,-' - _ - - - . I - * . i I !, -_ , " "' , - , _ _____ - ., -, -_ , _- , _ - .-- --- P G&E-D- ------_ IIi f , \ \ \ - \ \ . 11 . "., - - _ _ - - -_ -,- - - - / _ ,- _ - - I -_ -_ 11-1 - -------- 11 ' 1 ,, - _ - _ _ _ ______ --- _. _ -_ - ._ _ I ,,/ - - - . - , , - -_ _ .-, .- - - - - I,- -_ - __ - -_ _,_ -, -_ _, - -, -yam 7 " . - 11 - , / 1 1 I/ ,_ - -, . I - - __ - I., - 1. - " 1. -------_ I I" ---------------- _. _ _ -,-. , , , ,/ / -,- -- - - . 1- - _ -.- .-- _. _ - .- , -, .,_ - ... I , - , __ 1 - _ _ - - - - _ - . A_ I _ - - I - - -_ - -_ - , - . - . - I - :,--. --- - -UTI-L" E I , 11 . A - - ')-> \, \ ., \ , - - -_ - 1 - ,_ - ------- , / / / , / 660 " , . ', , -_ - - :-_ - IT -PERMANENTI -, \ , - ,_ - _ - - _ ------__ __ / , . 11 ____-__ I -_ _ -, . _ i I I / i " \ 11 / , 11 . - - -- - - -_ - 1 ___----- 1___ . - , , _-, -_ _ 1 ", 11 / " _ - - -_ ,- -_ -- - 1, " / / I i / /\ I , 11 -, /. / I - - 1 . - - 1 - " I, _/ ", -// / _ _1 _ _ I , _ I .- --, I - ) - - EASEMENT . -----, I I I i I _ ,_" _ __---- -, ___ - - --- . ", , _ I - I_ - / __ - _ I- — I - -_ -- - -.- - I--.-- - _ - -,, - - - --, I - 630 i / . \ -_ -_ -_ - -, _ -_ -_ -_ , - -_ - I - , / " , - 1 0____ - _ -_ - - ----, , 1 I I I I I / il , \\,\- , , - / I 1 __ __ -.1 ---- ---- F,Icj _- __ _ __ _ I------- , __ .--- __ - 1 __ _ - - - - .- -_ I 1 " I , , - 1 -, 1- -. 1.-. _. ,, / / .... 1 64 -1 _* IiI 11 - - 1 1. I _.-, 1- I - ., I I , I 11 -_ _- 1-1 - - ------- , 1, 11 , 1L1, L -1 I- \. I- —1/ 1111 , 1 • c c I_ 0 0a: klk 00 0 Q) w V) 0Z 0 M V 2 co z c: F- 0 4- r_ 0 Aglmmwk 4 A , 0 rZj V) I r (1) 0 ! 0 r t () 0 N mmma z D O_ aW s t IQ" 0 u 0 _ L_ 3: N uj I— 0 W c L_ a. x J; x s ' z x Lu Lu a) a 00 0, D a o0 0- .t L_ V) AOL uj po a a- c 0 0 E 0 0 :3 Imw Ar ce E < L_ 0 02002 6- y C a - 0 rl 0 L_ X 0 U) o uj 0 D V) a0 X. Z cn r - p -aa lgmlmmmb j 0 , 1c0 Q) .4, 0_0 0 :3 Ui a. 11 z X c 0 0 1: 0 0 2 V) o 0 x -00) 4) w -,, L_ z 0 0 Q) C 41.w D r :3 a) () E3 6 I 0 I 0 > 0 rn 0:1 00 2: E_: 41 2 L: 0 >0 Q) I 0co 0 c c I_ 0 52+75 HIGH POIN ELEV = 543.65 PM ELEV 544.73 - TH HIGH POINT STA = 42+ 4.17M A.D. = 4,24 NC14PVI S A == 42+25 Pv STA = 48 " 50 K = 23.8 '0. 00 `° CSI o PVI EL7-V.-= 547.98 PVI ELEV = 540.48 - IVAN M. 1 570 j y `, o M 0 00 Lo A.D. _ -13.20 = ° ° 570 l GlJ P®l J EY 539.71 A.D. = "3<8 e a o r ® `o N r` u K = SO.83 OW POINT TA = 46+0 K = ;39.47 No. 24803 HIGH POl T STA = 27 S5 , r` A_' ° Fq-®y - PVI STA 46+00 ry Po S A = 27+ 25to a.?o0 2 5.0() VC PVI ELEV = 528.48 `150°010 VC - ONAL Pill E 1/ = 551.0 1 0zz F- lA(A®zz A.D.= 10.00 N N to 560 • ® - to M N .. ®. E K - 41.67 cq eq Lo to 6 5 00' VC r- + _ t M Lo Lo oo to vi L;j w 00 550 ®r o "? , ,- U > + t6 + _---- 550 , zzz N ,- ® oii `r t%i `' , to M t D d+aim +c OW POINT E EV = 503°1 ®s' > > , '- c 1' Lrul0aoMz ® L W POINT ST = 35+79.0 - o a Pa- o PM STAa 36+00 - \ > > > 1.00% # z to to t- ° '' --w- j 540 0 - 540 - - A.D. 14.06 CD -1 ,r Co -1 CD -1 i af ' PROPOSED i ' aPROPOSEDK1.34 PROPOSED . / y CD -'2 o GRADE CIL OF s r ta, w w a e GRADE t PROPOSED / I ? DITCH . j # W ® W z d ` PRQPQSEp 3fl0. 0 VC f CIL Of I D® s r # f ; Ln u CA OF < i19TCH CD-' a o CJ DITCH 9, sss tJ ca 53 tS ; 530 PROPOSED i RADE 0 ao u GRADE FOR I MQSBY G C®® to ! j I Y S - ca MOUNTIAN - I Ico MOSB Y SUBDI 1/ISION p ` PR 'POSED I o rm p®' i ti0OUNTIANfQioCD- 7 SUBDIVISION i I j ' CIL; OF + M ` _ I } ? a- v , ; i DITCH z ' 0 va 520 520 . p v v STR.23 = f I IIt, p ` CD -1 > M M 216.7'6 L, F. I f 15in. CL. III RCPMol0 f L Q 510 " f i ON i - ; 510 gyp, t, to i SO. 18® ` ` i 4 i f i J 3 LEGEND: ra F j 130.10 L.F. 1:2.40% I - --' cn 151n. CL. 111 RCP f j EX. GROUND ® RfW LEFT _CL 5®®` 500 f - EX. GROUND ® R/W RIGHT 1 o STR.21 PROPOSED FINISHED = - I j s 168.00 L.F. ? i GRADE CIL DAT 1 I 1168% 151n. CL. Ifl RCP I t L- ROADSIDE` DITCH LEFT: m 6111103 490of \ -- R- ROADSIDE DITCH RIGHTDRAWN BY t i i i i S s i • i Y I ' ' +•'``+. t{ 0..J COMMONS 4 I f DRIVE O. COLEY s E 20 A[P DDES7GIY F - f DESIGNED BY s F: z S. SMITHf k'r,'.. •r;;; 5 yam; S''F . R"°''., fi':y :":Sfr' c.op j°fS 4:K,i,a. '.trf 6a . .f .•: .,13 Wig, f,'' k ;:„ ;_k'- s. yq ®py :.nF•- .>riA.. 0p 00 _ yy + coW M %! y y 3,...:.. ,ra. s ®.... y ifi >-F: {, 1. ,s& (+ p '`; N i ` aV to ® F . 2'-,. ' J to U-) N h 1 W ;W W W r W w .y,r Y `tl ". VJ y4r V :( ;;N P,! e, Ui to M ® MM V .y / tQ ® q q 'd' q qy $7? t pq y qty dX? iJpCi i DCl a-y W Oie r C! lv Oy OU 00 p:, 0 7q QO `- Iw t® `pyo Op ® . C°' aW .1 ',,"! T' 3"' s i® ® ;;:. W e'J ::e N r ;:.ie Y/ b/d ':... 0) 0 _,, '0/i e o '. ^:;'. Q "1..• V 5 ° W N `. iL s,.. aa! 3.;0 iM, iKV,. :!.,V .,gb.`I 7. +,Wi000cd h t d- • d- p7 . M '? # z• N N . N ; ° et rn r`+ M e ,Q N to ® !° aY : . (7 U -, t. co CHECKED -BY--, tv io ° -- N to M 0 R d- M M tt9 Oi M I" vi r j -' f -° tmj t w) .= ° :.=; ® ° 7 M e- iCltoto; t' i M sl' ,) N r! st rn >n N h c0 r i Frn N ° ° rn cg rsl app N ; ®i M M @t' .d- `# d d d M M M N N r •- Ci ® , Cs ® ,- ® ® r- N N N M M d d- M M M 'tt) M M M ri r i s d- . 'd- t dN- Vii' ='` d a i d",two) to M totototf3totoMintouitp , M u; Lo to M Lo tt3 Lo to to M Lo 0 0 u7 it') tc; to to tci !n x ;,_ to to to to to to to to tel to tC1 ti to : k2 u to Bt9 to to to to kn r to to et7 to t 26+00 28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00 ' 48+00 50+00 52+00 54+00 V. ef6y9 63 630 M 00 _ M M 0)MO©Q n M M to to 0 f'4 Lf) Lo MQ?to No000000 - 62 d 6 C6 ®o to F- 620 t a t- F p >% >: >: _ v g 0 ( null-ZZZZ _ c9 p !GH POINT ELEV = 577.4 OW POINT E EV = 559.4 _ Z HIGH POINT SIA = 76+10.2 fii146111NTST PVI STA 76+00 LO P®INT STA 80+33.8 d "' Lo - wcW PVI STA 66+00 PVI ELEV = 577.96 a CSD W PVI ELEV = 557.19 PVI STA 81+00 + co Z HIGH POIN ELEV = 56 .68 A.D. 9.48 IGH POINT E EV = 563.5 A°D° = . -4.0 PVI ELEV = 569.96 cc co Lo W > K = 21.10 HIGH POINT S A = 68+02.1 K = 4.99 0 + too W A.D. 6.80 H ®> It 00 - tHIGHPOINTSTA = 63+ 6.35 .- z W 80 PVI S A = 63+25 200. Oa VC PVI ELEV = 564,95 PVI ELEV 56 .15 800 5 41 PVI ELEV = 572.5 A.D. _ -7.48 b. = -1.4 HIG POINT ELEV = 562.54 OW POINT ELEV = 555.1 A.D. = -10.40 LOW POINT ELEV 560°94 250° 0' VC m m HIGH POINT STA 56+67.39 K = 21.63 K = 0.05 K = 71.54 0 0 ® co LOW POINT ST = 59+12.0 LOW P INT STA = 9+47.97 to N o L. L PVI STA = 6+75 a ' P STA = 69 50 to r PVI STA 59+00 150.0 VC 100.00 VC 14 59 -' PVI ELEV = 552.19 VI ELEV = 55 .55 +n 0) 590 A.D. -- -1 .24 A.D. 10.80 ` o A.D. - 7®40 va w rn K = 20.2 K = 0,83 , ® s` K = 20.27 n > w w , 2 225.00' C 225. Oa VC ' (o tii 150°00° VC 0 r- '® co 580 n 0 ® w + c w> 0 m + N + ' > CD -7-1 / f es- - ,, 03 Uo9 coq a ryy Lyyry ur r `n `ca ` o M oto r°y/ cei o T^ ul o o p e / O „r ' CD 1E ul 57 cn .- -- v L / \ - 570 0 ff 0m ' 5 PROPOSED 1 ? ' 11L> ` C -- 9 D-2 ® GRADE ® _ - Q o ' PROP®SEDT o ® s 3 1 GRADE \ \E D- F a' t ; k '! i 0- 56 \\ t D-) CD -2 PROPOSED % ° % I 3 - i 560 n 0 i _ ' CIL OF - C PROPOSED i # DITCH € 1` j s 1 STR.35 " I STR.3 12! 26 L.F. F CIL OF ' 15.00% / 108.78 L.F. f DITCH I 15in. CL. III RCF 15.00% in. CL. I11 RSP - a 550' # i i B; ; i 550 t i i S i 2 {' i i .i f I i y ; t i i i Q% 1 { 3 ; r 1 k t s ° - 54054tq00 0" 4D OMMONSAMBRO' DRIVE V V JdPH Dzs7G ! W8 i ; t { s ' { i • L 41 l-" , tg :k'i =,,,e""'.'e : if,' x'_, s . ,.., '.,.`.: -,. ;x„41t ? Co ;. N N h OD ,' QD i1U "r s CO N ie to to 0) o ® tea ` tf) 00 s_2 to to to to to to CU CCD io '* til Co ccD y; Joh dt7. o F r @ ® 5h to M M M M N 0) CfD M O 0) 00 to t' lf) Q }- (p. tCl r ?l', kf? h, N I\ 00 t tiD to N Oi M . tel Co t co tD to 0 0 V_ # 04 0 N - . N ti) ° o M' . - ki} te> ft} Q to . r` ti} tf} F* .. t? OD . to ° . to E37 . (a _a... N t t tr} „. Fe CIT gr} . ` . M til . EFs ., e-- M `' Co e d & : E1$ € ``, } t34 . tE3 - rp a. : . N ° ®00 tta 0' tri to r re t7D r, o " 01 th eQ aca M M N - d-- N M tri ® N to corNoto0) t ' 00 to M N ® fie} t3D tiD " .- N ODM N °D - o _-- M h to 9t3 tri. ` CD - M r o tf3 ' I\ r® ® >n ;00 v= r- o { 3r v ? to co to 0 co eo to u u tra t° tel to o to . '° eo 0 h co co (o to to to to ' co s0 to eo to to (o cra c0 co r\ e0 (o c0 co i0 o r r n r. r< as r, r; r,, re eo rm 'r• r. r. r~ h ' r® r r' r4 r o0 oa ao al , to ul to ? tia + u' °r' ul aes to 'n tca to to `n to to to tra u to to Lo to 'n U) to ?, to ' to Lo to luo `n to to ? to 'n to to Lo Lo tsl trl ,, n , 'n to t0 to ` 0 to to ! to tr' 'n an a F. CL SHE r Cl, is Q> 1 56+00 58+00 60+00 62+00 64+00 66+00 68+00 70+00 72+00 74+00 76+00 78+00 80+00 82+00 84+00 NIGH POINT STA = 128+69.44 _ i PVI STA = 126 50 WAN M. WU PVI ELEV = 76" 41. 81 = A.D. —18 0 — N° 24803 780 — — 780 i 350.00 VC— 101VAL i 8 e Lo ty 770 s + _ 770 'T E Lo 0 Lo E Lu10 RA LA M,. } ; •, PVI STA 134+00au w f `°o PM ELEV - 723°61 760 = ° > f I = 760 0 m a°'` - ` 0 E4K = 3.33. ice. LU 200f 0' VC _ Vi STA - 135+75 - C D i PVI ELEV — 720 31 W ' uj W uj 75®_ i o \ - - 750 ® ca f ® co - M o i i_ t \ Lu W, Q \ - 150.00' C _ z ®3 E } _ 740 740 PV! STP, = 1 1+75 + PV! STA 139+00 _ PVI ELEV 697.56 _ PVI ELEV = 00 31 A.D. 00 25 > 730 L. 5®00 C ®i I ®` i ; ` -- ? r., ' WeL250. ' VC 730 ® a I ® I r \ ° 1 1 LOW POINT ELEV = 689.411- Uj Uj LU LuLu L®Hf OINT STA 143+65.38- PVI ST - 143+25-ce- 20_ s i i t _ = 720 t 04! l , " ` _ t13 W A.D.04 2.60 i 1 i I s { t3 K 57 69 = w O 3 eta 1 0.0® VC — s 71®_ i - _ i ° ®y 710 DATE i_ Pill S A - 119+25 `co QIIiII o PVI ELEV — 670.31 l I , I ` , ° + ` cs ® ° 6`11,103 i K 25.00 _ CLARK 70®- 5 00' VC e / ' i i 700 C i j S. SMITHSMI s c69® ° S s i w q 690 C6@qq9 W° Il ` t I i 7 1 3 i ' t S ! F i ! { ; ? '` F=100' A Del e . i S 1 eP= Si t r i is 680Li 80 00 67®_ 70 660 } s i 3 i ( = 660 < F- 0 D 65041650Li 41 hagLu CL 0 6.. 640 40 Lu 630 1® s ;' ; t 4 630 uiR7 620 til # # f ' ; a f f = 620 Q uj 0 9T 610 i — 610 t78 p 0 EX GROUND 0 R/W LEFT ! ' U EX GROUND 0 CIL } i 600 i ee - -I ) ? ----j I } EX, Gf?O,UO ID R/W IRIGHT 6 0 PR®P®SED FINISHED GRADE- 0 CIL J E ROADSIDE ®lTCh! LEFT41 4 ROADSIDE DITCH RIGHT 590_ 590 580 I 580 may r r r r r Sia co A<, lC3 s p e r r r r- " Ir. a-- arrr ,.`.;;. r 1(y > $ ':: L;; '_ . s s— a— r r e': (7a 00 Cj 0i del ?Q) x, " Std C ''' tOB ¢ C 9 g s E 9 Lie '.' (te d (6 4 1+3 c 0( qf3 N OCd D+? h B °9 N t '7co D aQ 00 tP1 'Cts ¢n 00 I° 0 UO ati CQ c Ca '/{ t ;p (o u') til a0 iV JO NgoV :• v e :,ns • e e .a. ,ts o o ...° o .,. a a o e e e o 0 0 r.:o e ° J Fi:Y WO YJ .:i/ Lo Lo t - y pqy M y yy q y ® 0 u'q 09 g 4y yl 00 co ( e " ® a (^ y @+. 9 o t I tr% (Lpi p x,ri p /p 90 6 0 S(.o @ v— ^N, 0 ( gCgi q® ^ y p M Pt e' } ,may tn-: ..meg °^ ( ° e-! ' VBi.W f a "° '.o' J Y 7 " ;Qe •. '':Yy ,b v®9 Bp g Vg oa V 8 y' /W gV. g, / aLg g q • ,L+/Vq ig - ¢ e p i. , yp,p @'"' L i ,' d y uA .o t'^° . g i? gs' Jy ,q+d' { "Vy @'op' LW ¢p s,M v..' V y`. a -:. V p .:-. ° may. Wy ,v 9 pie sry, O'y 'CV 8 " aV 9' 6 8 '.CQ 1 ® b'b ;_; I b'8 6tl 4M1J +'d e'® •'!3J 8 d Li, odd A d 4bl °+ d wd mid {\, `7 s ;`.Y a•'d ;T gm -.® 0 'O LP} 'V T •"J atl 0-' r i..a , E N cv lo Lo Lo co c co oo °m 0 _ w - c cv co gra u cv W' o °_LU Lig (o tq, {D (o Lo Lfe LD LD co (O co co ;`CD (D (o iO c LD h I® B 61 !`® P< B\ t° 8° r` P CP h d' P 6\ i` !° i® b I`= i® g @s I t t B { s S e3a Os aC1 Op 02092 t: LD LO tD LCi SHEET NO. a 116+00 118+00 120+00 122+00 124+00 126+'00 128+00 130+00 132+00 134+00 136+00 138+00 140+00 142+00 144- °' co M 570 570 r-,1. o® A o 6c6 g r r- SAN 'i1 tozzO No> 24303 565---565 520 z z z 520 740 740 //A 0)0 PROPOSED o o 0 GRADE' <c r`- ® CL 0 4CA 560 560 515 ® 515 735 m Z 735 C) Emom EW -1 vU Qg > E55Lu PROPOSED o 555 .555 510 510 730. GRADE730 0 N WWW® 9 E4 If,n 5 2.2 550 505 725 725 w Lu U, 550 505 zElf -1 m Ln STR.9 23.80 It Cl m n 135.00 L.F. o d NO Zfl00 36.0 L.F. 0 ami 545 CD30in. CL. (1I RCP 545 500 S 1 500 720 720 r a ® ®q p 544.09 15(n. 1 LS® RCP r oo a* 4 ZZ 04 ` ° C%4010 o Nottoz i a tr Qn _® cnv)I-K Z winI-zz STR.13 535 535now 540ly- 01 TLET PROTECTI , La=10 540 495 495 Q 6 C.Y. VDOT EC- CLASS I! -- 715 118.00 L.F 715 0w Lu AP 0 O9' =2.0' 1N 13.64% CL.C, ® L @ WRPRa / EW 51n. CL. ((9 CP , , , G OTEXTILE FABR C =' cn UNDERLINING. w ua w 535 535 490 490 710 710 530 530CLK707.98 96.0 J. ® z 485 15in. 1 Cl. 0 RCP 485 705 705 525 ST 248 525 OUTLET PR TECTION, La=8 36.79 J. to cot u; 0 04 C.Y. VD T EC -1 CLASS 200% rE li r q, 4 cit RIP -RAP =2.0 w/ 15in® L. II( RCP toto to to GEOTEXTIL FABRIC// to UNDERLINING. . IaRA vN B' RK 2+00 1+00 480 _ l - 480 700 700 600 479.70 13 C.Y. VDOT E' _1 CLASS rn 04 0) C. Its 600 . I RIP -RAP % D=2.0' cd tei et I?ESIi NED Y W/ GEOTEXTILE FABRIC LO L N UNDERLINING. S. 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I 1 I ,- _ ,______ e \ / / r -- ______. -- 6 Z All z A La,4\ e 1A1rep(GC4= .71 U XCc - j in) - /8' Im, n uq P CO D *L / / / / ' ____ ---~ v` ' ' / ---' — zz /X/ Of f A(.o Pc Ll 0.13 A 16 ArG,\ _,ot 00010 Lot -f6 AIF kQ IJ A UO AL, A 0.26 AC 10 Arl 0.06 to 02 Lot 18 740 0 CD cj Cot 19 a: D 0 rK 0 V) M 0 13c0 w CLx i 0 as 00 0 03 W0 CL CL CL D 0 ILI 0 V) z 0 0 D va0 cr 4141 0 0 zs 17 0 4j 0 c C) U) C CL rA I C Z) 0 as z 0 00 0 E 0 a AND NARRATIVE: PURPOSE: THE PURPOSE OF THE LAND DISTURBING . ACTIVITY IS TO CREATE A SINGLE FAMILY LARGE ACRE LOT SUBDIVISION WITH ONE ACCESS ROAD WINDING THROUGH THE DEVELOPMENT. THE AVERAGE SIZE FOR EACH LOT IS ABOUT 10 ACRES, WITH ONE PAVED ROAD ACCESSING THE LOTS. ROADSIDE DITCH AND CULVERTS WILL DiVERT RUN—OFF TO THE STREAMS AND LAKES LOCATED IN THE PROJECT AREA. THIS PROJECT WILL CONTAIN 37.44 AC OF LAND DISTURBANCE. EXISTING SITE CONDITIONS: AT PRESENT, THE MAJORITY OF THE SITE IS WOODED WITH A COUPLE OF DIRT ACCESS ROADS. THE SiTE TERRAIN IS EXTREMELY HiLLY, WITH MOST OF THE DRAINAGE FROM THIS SITE DRAINS TO ONE OF THE THREE EXISTING PONDS ON THE SITE. THERE IS A STREAM SYSTEM ON THE PROPERTY CONNECTING THE PONDS AND SERVING AS AN OUTFALL FOR DRAINAGE FROM THE PROPERTY. OFFSITE LAND DISTURBANCE: THERE WILL BE NO OFFSITE LAND DISTURBANCE ACTIVITY ASSOCIATED WITH THIS PROJECT. CRITICAL AREAS: DUE TO THE LARGE SiZE LOTS, THE MAJORITY OF THE LAND DISTURBING ACTIVITIES ARE ASSOCIATED WITH THE ROAD CONSTRUCTION. THE STREAM CROSSINGS CREATE CRITICAL AREAS WHERE LARGE FILL SECTIONS ARE CREATED AT THE CROSSINGS. SPECIAL ATTENTION NEEDS TO BE GIVEN TO THESE AREAS. TEMPORARY SLOPE DRAINS NEED TO BE INSTALLED TO REDUCE EROSION ON THE STEEP SLOPESWHILE VEGETATION IS BEING ESTABLISHED. ADDITIONAL CRITICAL AREAS INCLUDE THE WETLANDS LOCATED UPSTREAM OF THE EXISTING PONDS, SPECIAL CARE WILL y NEED TOBE pTAKEN IINg THESE AREAS. 1. NOTIFY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A PRE—CONSTRUCTION MEETING AS REQUIRED. 2. FLAG THE CLEARING LIMITS. 3. NO EROSION CONTROL ITEMS MAY BE REMOVED DURING THE CONTRUCTION PROCESS WITHOUT THE APPROVAL FROM THE INSPECTOR . ON THE PROJECT. 4. INSTALL THE CONSTRUCTION ENTRANCE WHERE, CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR) TRACKING ONTO THE PAVED SURFACE, WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT, SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND DISTURBING ACTIVITIES. STANDARD AND SPEC. 3.02 IS ADEQUATE DUE TO THE LACK OF AVAILABLE WATER TO THE SITE, SHOULD THE TEMPORARY CONSTRUCTION ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNT OF SOiL FOUND TRACKED ONTO THE PUBLIC TRUCK WN H2 PRESSURp WASHERS CANDN A SETTLING AREA MAYNBER REQUIRED BY THE EROSION AND SEDIMENT CONTROL PROGRAM ADMINISTRATOR 5, INSTALL THE CONSTRUCTION MEASURES AS SHOWN ON THE EROSION CONTROL PLAN. THESE ITEMS INCLUDE THE SEDIMENT TRAPS 1-12 & 15-24, & 26-34, DIVERSION DIKES, BERMS, AND SiLT FENCE. SEDIMENT BASINS #1 AND #2 (EXISTING PONDS) SHALL BE USED TO FiLTER THE RUN—OFF BEFORE IT LEAVES THE SITE. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBANCING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE, INSTALL UPSTREAM SILT FENCE AND DIVERSION DIKES THAT DIVERT CLEAN RUNOFF. 6, CLEAR AND GRUB THE ROAD, AFTER THE PROPER EROSION CONTROL MEASURES HAVE BEEN INSTALLED. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, .DIKES; AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION, 7. ROUGH GRADE THE ROADS, ROADSIDE DiTCHES, AND CULVERTS. INSTALL THE ADDITIONAL EROSION CONTROL MEASURES AS SHOWN, SUCH AS THE CHECK DAMS, SLOPE DRAINS, CULVERT INLET PROTECTION, . OUTLET PROTECTION, AND ADDITIONAL SEDIMENT TRAPS 13, 14, & 25. 6. FINE GRADE, SEED, AND FERTILIZED THE DENUDED AREAS. 9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 10, ONCE THE SITE IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, REMOVE THE SEDIMENT TRAPS AND CLEAN OUT THE SEDIMENT FROM THE SEDIMENT BASINS, RESTORING THE BASINS TO THEiR ORIGINAL FORM BEFORE THE PROJECT BEGAN. 11. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR .AFER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR, TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FUTHER EROSION AND SEDIMENTATION. PERMANENT STABILIZATION: LAND DISTURBING ACTIVITIES WITH THIS PROJECT ARE LIMITED TO THE ROAD CONSTRUCTION. UPON COMPLETION OF GRADING THE ROAD AND ROADSIDE DITCHES, THE DISTURBED . AREAS SHALL BE SEEDED AND FERTILIZED, STORMWATER RUN—OFF. CONSIDERATIONS: THE CONSTRUCTION OF THIS PROJECT SHALL HAVE MiNIMAL EFFECT IN PEAK RUN—OFF RATES. THE IMPERIOUS AREA IS BEING INCREASED DUE. TO THE CONSTRUCTION OF THE ROAD, HOWEVER, THIS IS VERY SMALL COMPARED TO THE AMOUNT OF REMAINING OPEN SPACE. IN ADDITION, THE PONDS ON THE PROPERTY WILL HELP CONTAIN THE ADDED RUN—OFF OF THE PROJECT. WITHOUT CAUSING A MAJOR INCREASE IN RUN—OFF, DOWNSTREAM FLOODING, OR DEGRADATION OF THE STREAMS. MAINTENANCE: THE CONTRACTOR SHALL COORDINATE BI—MONTHLY INSPEIn 13"S WI TH THE INSPECTOR FROM ALBEMARLE COUNTY TO ENSURE THAT ALL EROSION 'CONSTROL MEASURES ARE IN PLACE AND FUNCTIONING PROPERLY. 0", .. `'; f . fffil ES -1: Unless otherwise indicated, all vegetative and structural erosion and sedirment control practices will he constructed and maintained according to nainimum standards and specifications of the Virginia Brosion and jm n antro] HandhQgk and Virginia*Regulations AVA>C50-301 Erosion and Sediment Control Regulations. ES -2: The pian approving authority mast be noted one week prior to the pre- consi,truction conference, one week prior to the commencement of land distusrbing activity, and one week prior to the final inspection. ES -3: All erosion and sediment control treasures are to. be placed prior to or as the ffiirst step in clearing. ES -4: A copy of the approved erosion and. sediment control plan shall be rnaimtained on the site at all times. ES -5a Prion to- commencing land disturbing activities in areas other than indivated on these plans (including, Mixt not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plata to the owner for review and approval by the plan approving _authority. ES -6: The contractor is responsible for installation of any additional erosion contrrol measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES -7: All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until fenali stabilization is achieved. ES -8: Duffing dewatering operations, water will be pumped into an approved filteiring device. ES -9: The contractor shall inspect all erosion control measures periodically and afteir. each runoff -producing rainfall event. Any necessary repairs or deatnup to maintain the effectiveness of the erosion control devices shall be nnade immediately, V1- is TABLE 3.32—D SITE SPECIFIC SEEDING TAHLK 3.35—A ORGANIC MULCH MATRIUALS AND APPMCATION RATES BATES: MULCHES: Per Acre Per 1000 sq. ft.. NOTES: Straw or Hay 1 a — 2 tons 70 — 90 lbs. Free from weeds and course 1. CULPEPER-FINE SANDY _I OAM-2% TO 7% SLOPES, THIS SOIL IS DEEP, Minimum 2 matter. Must be anchored. tons for Spread with mulch blower Per Acre winter cover) or by hand. Fiber Mulch Minimum 35 lbs, Do not use as mulch for 1500 lbs. winter cover or during hot, AN 11, dry periods.* Apply as Commercial or Residential 175-200 lbs, slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6w Kentucky 31 or Turf— Type Tall Fescue. 95-100%® IRREGULARLY ELONGATED, AND THEY RANGE FROM 3 TO ABOUT 100 lengths. Air—dried. Do not No. 24303 use in fine turf areas. Apply Improved Perennial R e teas 0--5% ACRES. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. with mulch blower or by Kentucky Bluegrass 0-5% hand. Wood Chips 4 — 6 tons 185 — 275 lbs. Free of coarse matter. Air— High—Maintenance Lawn 200- 250 lbs. 2. CULPEP.ER—FINE SANDY -LD -AM -7% TO 15% SLOPES, THIS SOIL IS DEEP, dried. Treat with 12 lbs pONAL nitrogen per ton. Do not Kentucky 31 or Turf— Type; Tall Fescue 100%® STRONGLY SLOPING, AND WELL DRAINED. IT IS ON NARROW, CONVEX use in fine turf areas. Apply with mulch blower, chip RiDGETOPS AND ON SHORT SIDE SLOPES. SLOPES ARE SMOOTH AND handler, or by hand. Bark Chips 50 — 70 cu. 1 2 cu. yds, Free of coarse matter. Air— or yds. dried. Do not use in fine Shredded Kentucky 31 Fescue 128 Ilbs. COMMONLY ARE LONG AND WINDING, AND THEY RANGE FROM 10 TO turf areas. Apply withBarmulchblower, chip handler, Red Top Grass 2 lbs. ABOUT 50 ACRES. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE Z or by hand. When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum raute of 2000 lbs./ac. or 45 lbs./1000 sq. ft.' TABLE 3.32—D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. 1. CULPEPER-FINE SANDY _I OAM-2% TO 7% SLOPES, THIS SOIL IS DEEP, Per Acre GENTLY SLOPING, AND WELL DRAINED. IT IS ON NARROW TO BROAD Minimum Care Lawn CONVEX RiDGETOPS. SLOPES ARE SMOOTH AND RANGE FROM ABOUT 100 AN 11, WU tzl Commercial or Residential 175-200 lbs, TO 300 FEET IN LENGTH. AREAS OF THIS SOIL COMMONLY ARE OVAL OR Kentucky 31 or Turf— Type Tall Fescue. 95-100%® IRREGULARLY ELONGATED, AND THEY RANGE FROM 3 TO ABOUT 100 No. 24303 Improved Perennial R e teas 0--5% ACRES. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. Kentucky Bluegrass 0-5% RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE. High—Maintenance Lawn 200- 250 lbs. 2. CULPEP.ER—FINE SANDY -LD -AM -7% TO 15% SLOPES, THIS SOIL IS DEEP, pONAL Kentucky 31 or Turf— Type; Tall Fescue 100%® STRONGLY SLOPING, AND WELL DRAINED. IT IS ON NARROW, CONVEX RiDGETOPS AND ON SHORT SIDE SLOPES. SLOPES ARE SMOOTH AND General Slope (3: for less RANGE FROM ABOUT 200 TO 400 FEET IN LENGTH. AREAS OF THiS SOIL IE Kentucky 31 Fescue 128 Ilbs. COMMONLY ARE LONG AND WINDING, AND THEY RANGE FROM 10 TO Red Top Grass 2 lbs. ABOUT 50 ACRES. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE Z M VA 4M Seasonal Nurse Crop 20 lbs.. MODERATE. RUNOFF IS RAPID, AND THE HAZARD OF EROSION IS SEVERE. 0 150 lbs. 3. CULPEPER—FINE SANDY LOAM -15% TO 25% SLOPES, THIS SOIL IS DEEP, r, E Low—Maintenance Slope (Steeeper. than 3:1 ) MODERATELY STEEP, AND WELL DRAINED. IT IS ON CONVEX SIDE SLOPES, w Kentucky 31 Fescue 108 llbs®' SLOPES ARE SMOOTH AND RANGE FROM ABOUT 200 TO 600 FEET IN in x Red Top Grass 2 lbs. LENGTH. AREAS OF THIS SOIL COMMONLY ARE LONG AND WINDING, AND Lu Seasonal Nurse Crop * 20) lbs. THEY RANGE FROM 10 TO ABOUT 25 ACRES. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. RUNOOF IS RAPID, AND THE Uj l Crownvetch 20 lbs. . HAZARD OF EROSION IS SEVERE. LL 0150lbs, 4. WEHADKEE—SILT LOAM—THIS SOIL iS DEEP, NEARLY LEVEL, AND POORLY z ua Use seasonal nurse Drop In accordance with DRAINED. IT IS ON NARROW TO BROAD FLOOD PLAINS. SLOPES RANGE C j •" seeding dates as stated bellow: FROM 0 TO 2 PERCENT. AREAS OF THIS SOIL COMMONLY ARE LONG AND 0 ` February 16th through April,. Annual Rye NARROW. THEY RANGE FROM ABOUTE5TO20ACRES. PERMEABILITY Is 0. ce Z 0 May 1st through August 151th , Foxtail Milletygg MODERATE, AND ABAILABLE WATER CAPACITY IS HIGH. SURFACE RUNOOF IS SLOW. THE HAZARD OF EROSION IS SLIGHT. o W L I_ P August 16th through Octobter..Annual Rye 5. LOUISBURG—SANDY LOAM -25% TO 45% SLOPES, THIS DEEP, STEEP, z su W W November through February 15th Winter Rye WELL DRAINED TO EXCESSIVELY DRAINED SOIL IS ON POINTS OF RIDGES o Lnca I U Substitute Sericea lespeceza for Crownvetch AND ON SIDE SLOPES. AREAS OF THIS SOIL ARE SLIGHTLY ELONGATED OR east of Farmvillet Va. (May through September LONG AND WINDING. THEY RANGE FROM 10 TO ABOUT 50 ACRES, c use hulled Sericeat ail othelr per! dst use PERMEABILITY IS RAPID, AND AVAILABLE WATER CAPACITY IS LOW. 4 q unhulled Sericea). If Is used in lieu SURFACE RUNOFF IS VERY RAPID. THE HAZARD OF EROSION IS VERY C) R I, Flatpe;a of Crownvetcht increase rat:e to 30 lbs./acre. SEVERE. 6. HAZEL—VERY STONY LOAM -25% TO 45% SLOPES, THIS MODERATELY Q Q All legume seed must be properly inoculated, DEEP, STEEP, EXCESSIVELY DRAINED SOiL IS ON SIDE SLOPES. STONES, 3 Uj Weeping Lovegrass may be added to any TO 10 FEET APART, COVER ABOUT 3 TO 15 PERCENT OF SURFACE. AREAS slope or low—maintenance mix during warmer OF THIS SOIL ARE WIDE AND WiNDING. THEY RANGE FROM ABOUT 30 TO seeding periods; add 10-20 Ibs./acre in 100 ACRES. PERMEABILITY IS MODERATE. AVAILABLE WATER CAPACITY IS 8 mixes. LOW. SURFACE RUNOFF IS VERY RAPID. THE HAZARD OF EROSION IS VERY 80 SEVERE.0 a- CL U7. CULLEN—LOAM-2% TO 7% SLOPES, THIS DEEP, GENTLY SLOPING, WELL DRAINED SOIL IS ON NARROW TO BROAD CONVEX RIDGETOPS, AREA OF THIS SOiL COMMONLY ARE IRREGULARLY ROUNDED OR OBLONG, THEY Q2 U2 QW 2 RANGE FROM 3 TO 15 OR MORE ACRES. PERMEABILITY AND AVAILABLE a WATER CAPACITY ARE. MODERATE, SURFACE RUNOFF IS MEDIUM. THE C HAZARD OF EROSION IS MODERATE. 8. CULLEN—LOAM-7% TO 15% SLOPES, THiS DEEP, STRONGLY SLOPING, WELL DRAINED SOIL iS ON NARROW CONVEX RIDGETOPS AND ON CONVEX SIDE SLOPES. AREA OF THIS SOIL ARE COMMONLY LONG AND WINDING. U 0 LU THEY RANGE FROM 3 TO ABOUT 20 ACRES. PERMEABILITY AND AVAILABLE am WATER CAPACITY ARE MODERATE. SURFACE RUNOFF IS RAPID. THE M Ln HAZARD OF EROSION IS SEVERE. 9. CHEWACLA—SILT LOAM—THIS DEEP, NEARLY LEVEL, SOMEWHAT POORLY DRAINED SOIL IS ON FLOOD PLAINS ALONG STREAMS AND LARGE DATE DRAINAGEWAYS IN THE PIEDMONT. AREAS OF THIS LOW—LYING SOIL ww s= COMMONLY ARE. LONG AND NARROW, THEY RANGE FORM 5 TO ABOUT 50 D ACRES. SLOPES ARE 0 TO 2 PERCENT. PERMEABILITY IS MODERATE, AND AVAILABLE WATER CAPACITY IS HIGH. SURFACE RUNOFF IS SLOW. THE DRAWN 3Y HAZARD OF EROSION IS SLIGHT. a 1J1'it 10> CATOCTiN—VERY STONY SILT LOAM -25% TO 45% SLOPES, THIS SOIL IS MODERATELY DEEP, STEEP, AND WELL DRAINED. IT IS ON SIDE SLOPES OF THE BLUE RIDGE AND SOUTHWEST MOUNTAIN. STONES, 3 TO 10 FEET o sZCNEO APART, COVER 3 TO 15 PERCENT OF THE SURFACE. AREAS ARE S. ZTIRREGULARLYELONGATEDANDRANGEFROM5TOABOUT50ACRES, PERMEABILITY IS MODERATELY RAPID, AND AVAILABLE WATER CAPACITY IS LOW. SURFACE RUNOFF IS VERY RAPiD. THE HAZARD OF EROSION IS VERY CHECKED BY SEVERE. 11. FLUVANNA—SILT LOAM -7% TO 157. SLOPES, THIS DEEP STRONGLY SLOPING, WELL DRAINED SOiL IS ON NARROW CONVEX RIDGETOPS AND CONVEX SIDE SLOPES. MOST SIDE SLOPES ARE COMPLEX, AND THEY SEAL COMMONLY ARE LONG AND WINDING. THEY RANGE FROM 3 TO ABOUT 20 AS NOTEDACRES. PERMEABILITY IS MODERATELY SLOW, AND THE AVAILABLE WATER CAPACLITY IS MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. 12. HAZEL -LOAM -15% TO 25% SLOPES, THIS MODERATELY DEEP, MODERATLEY STEEP, EXCESSIVELY DRAINED SOIL IS ON NARROW RiDGETOPS AND SiDE SLOPES. AREAS OF THE SOIL ARE WIDE AND 0WINDING. THEY RANGE FROM ABOUT 20 TO 75 ACRES. PERMEABILITY IS THIS SOiL iS MODERATELY RAPID. AVAILABLE WATER CAPACITY IS LOW. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. 13. WORSHAM—LOAM-2% TO 7% SLOPES, THIS SOIL IS DEEP, GENTLY SLOPING, AND POORLY DRAINED, IT IS IN DEPRESSIONS, AN THE HEADS OF DRAINES, AND ALONG INTERMITTENT STREAMS. AREAS OF THIS SOIL v COMMONLY ARE IRREGULARLY ELONGATED. THEY RANGE FROM ABOUT 5 U TO 15 ACRES. PERMEABILITY IS SLOW TO VERY SLOW, AND AVAILABLE cn WATER CAPACITY IS MODERATE, SURFACE RUNOFF IS MEDIUM. THE ZHAZARDOFEROSIONISMODERATE. Z Nd O L U 0 3 0W o k v Z LUv a O c U s ck— a Lij 7 O E o s a oLIJR0 s c Z a E C x , ,. ME), 4 OMii UNITY DEVELOPMENT o Uj0 C a X m e 141 OWN 0 0 0 . ra C 0E NO. 20922 f 39 cn SHEET NO. a a GRA VEL AND WIRE MESH THDIVERSIONCHANNELCROSSING. 0. DROP INLET SEDIMENT FORY&T LOCAAWNFILTER i 3 of r°zow BARRIER TUAN m ' e tz SILT F" wcE CONS rR r1 SILT ) . a3 Q 5-2&-o er WI TH WIRE SUPPOR T) s 10NAL 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. FILTER TRENCH UPSLOPE ALONG THE LINE 1s MIiV E FABRIC CQMPACTED SOIL OF POSTS. GRAVEL (12 MIN. DEPTH) . 0 FENCE CROSSING, STD sPEc 3z4 RVINOFF WATER 00 UNDJSTURBE DISTURBED AREA ' WITH SEDIMENT ko EAR Fl W ^ FLOW :. - --. .. U) m r Uj 4• a ..r ( fi• ` y I i -.. e. py.t 4 "K7 $°n FILTER FABRIC _ t e /j !"" , / ' - i d P II < 6 o EMBEDDED 3 , ® s j - - .sQ- ® E JNTO GROUND = .- a* &WRTS DISTURBED RUN®Fr ONLY _`- I I I'/l- TElt li'oRAR DI VERSION DIKE 3. ®s-1 s' = I- "" -1 I RP`' < NO SCALE - l , - 1 AT SEDIMENT ®: WIRE MESH U 20 OR z 1- - i I 1-1 11= I rRANsmoN FILTERED WATER w FLOW - =11 i- -- I 1=4 I I-1 I- i 0 IV C, -w 0 FLOW INSTALL EC -3 4 / 9UeRtER lul WHERE UNDISTURBED COMPACTED SOIL / 0 CRIClnua. cs AREAS ARE DIVERTED J. ATTACH THE FIL TER FABRIC TO 4, BACKFILL AND COMPACT THE mFm ; Z ® 0 0 THE WIRE FENCE AND EXTEND EXCAVATED SOIL- UNOtSPtIRBED DISTURBED AREA AREA IT INTO THE TRENCH. A > > z z SPECIFIC PLICATION . .-, - Q Q Q FLo NON -ERODIBLE FLOW " - 2 tj 2 \ THIS METHOD OF 1 T PROTECTION IS APPLIC LE 4.5 Mn. - I1 N - `\ WHERE HEAVY CONCENTRATED FLOWS E EXPECTED, EMBEDDE" . BUT NOT WHERE POND G AROUND THE STRUCTURE MIGHT CAUSE EXCESS INCONVENIENCE ORD GE 9 CuINTOGROUND. .v'-.. as . DIVERTS BATH UNDISTURBED AND DISTURBED RUNOFF --- .. _ row eARRrNR TO ADJACENT STRUCTURES AND UNPROTECTED EAS. RrPRAP, +N®arcs, cw CLEAN WATER DIVERSION IK I '' j ° = _ '' B* ERS OR sEE' NO SCALE I I is PILING) morA STATE STAWA D F ,' - " i =i I I , W77ON c I T( PLACE TRENCHING OPERATION =II W ILt ul FLOW ) I I- FORMER LOCATION * GRAVEL S BE OT 3, #357 OR #5. COARSE. . I I Iii 11, ; OF fLOW RIS .AGGREGATE. LU PERSPECTIVE VIEW LLJLUI- ENDWALL SOURCE., VA. DSWC PLATE. 3.25-1 TOE' OF FILL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH , SOURCE: ` A. D O PLATE. 3.0'7-2 0 CUL VERT RL TER FABRIC- DATE T1 1 6111103 1992 ,3.18 DRAWN BY PLATE 3.05-1 PIPE' OUTLET CONDI NONS , ALx DESIGNED BY TOE OF FILL S. SMITH 6' MIN. AT?ACH FILTTR FABRtC 3d® CHECKED BY d® t XTE'ND1T NATO TRENSCH PIPE ovTLET Teo FIAT SIL T FENCE WOODEN STAKE AREA WITH No DEFINED STEEL POST PLAN VIEW CHANNEL. SCA LENGTH = 5' MIN AS NOTED SIL T FENCE A 70' MIN. EXlSTTNG o x CUL VERT INLET P ETI IV 3.08-1 ° PAVEMENT C1P NO SCALE a 5:1 d ; . SECTION A -A FILTER CWH HEY IN W -V-: PEC®1968 DED poa pesuciim EXCA+ATED SOIL FILTER CLOTH 6" MIN. A'' MOUNTABLE BERMBACKFILLEDAND ::: cGMP.4cTEo (nPT7nNAL) SIDE ELEVATION EXlSTI G GROUND . A. M6:(MIN.) 4 x4" 1R1NCH 70' MIN SIL T FENCE S t MIN. d--=- --- --- HH p DTI IV PIPE QUTLE'f T® wI.I, SF WI THOU T IRE SUPPORT) 3®05-2 REFINED CHANNEL ED T TRAP DIMENSIONS NO SCALE 8 EX STING ptAnt vlEw 0 REQUIRED PROVIDED 12 MIN. 1 n MIN. APPROX. DRAJNAGE m "" OL. "B" C D E F G H 1 K BOTTOM o PAVEMEN L. g o AREA AC. VOL. A & VOL• A V IDIMfNSIONS " " BEA. CY CY CY LL DI ENSI S IN ET o x =-- 34' x t4' CLASS I X DRAINAGE AREA - 6.0 25 3 VDOT #1 , r d ST-) 1.0 67.0 Tay 67.0 3 2 40 48 20 28 RIPRAP IN ACRES) COARSE AGGREGATE POSITIVE DIRAJNAGE 10 MMI SECTION A -A - 5T-2 fat 80.4 96.1 80.4 3 2 44 52 21 29 Z2 25 . 3 38 x 15' m TO SEDIMEAV T pMLTSR CLM ny IN e°-er ' IMCOMMU IM FOR maw pouasift a UMUSTEXTENDFULLWlDTIiTRAPPINGDEVICENaTEs: I. APRON LINtNo bIAY of RIYR7P, cxouTED RIPxAP, cA>IION ST -3 a7 46.9 64.5 °& 9 3 2 34 42 17 25 4.2 ,2,5 3 28'x 19' / OF INGRESS AND EGRESS OPERATION sASIT> OR CONctteTE. 0.3 7 a4 25 3 32 x 13' ; .` PLAN VIEW z Ian LIItaTH of THE RIPxAP. APRON As cALCIItATED. ST -4 a9 6a3 77.6 6 3 2 38 46 19 .? USING PLATES 3.1e-3 eri0 0.16-. 0 3 e ® LESS THAN 8 INCHES. ST 5 a 5 3.35 51.0 3.35 3 2 29 37 15 23 3 0 25 3 < -223x9 12' M/N. 0. = 1.6 TucEs THE MAxuaUM STONE DiAUEr. scrc NOT a ' r ®, .` moo r r °® ® ao G V MJeY® I A ST --6 a4 26.8 44.0 26.8 3 2 26 34 14 22 24 25 3 20 x 8 .. J , , .,-',_,,, o' q, , soIIICe r$. swc 46.9 64.5 46.9 3 2 34 42 1T 25 4.2 25 3 28'x 11' 3" M!> .Piave 3:1-i ST -T 0.7 VD0T J'4357 `` e 4 °o° e c sr -8 1.2 80.4 96.1 80.4 3 2 44 52 21 29 7.2 25 3 38 x 15' OR &, DARSE ` `` ` `b°® c j' 8 '°fib` 3 16°x 7, AGREGATE FILTER CLOTH ®`oo°o ° FILTER CLOTH 1.8 5 0 ,SECTION A®A air -1sT ® 0 ST -9 0,3 20.1 Jae 20.1 3 2. 22 30 13 21 20 L ST -10 a2 1314 2a3 114 3 2 19 27 11 19 1.2 25 3 13'x5' (®®WNSTREAM VIEW} ST -11 a3 2a1 Jae 2a1 3 2 22 30 13 21 1.8 25 3 1s°x ' / 1AT# 1 e 9 pD CVI1diJ o •.° v i; •'.j=•!' ti vi .t •i ,t: i ••-• .Y 'K" ST -12 a4 26.8 44;0 26.8 3 2 34 14 22 4 25 3 2 X ® , ' ' AGGREGATE a ;J• ' y= > y1.®. -: _ r c ap ti.,; ,. .„ 6J c ST -13 25 167.5 174.2 167;5 3 2 63 71 29 37 1a0 25 3 57'x 23' ORIGINAL a ° : a::: •r• .t.'a. al:, - d t PUl V GROUND 1 CLASS l FLOW . g ° ° °, 194.5 2 67 75 31 39 17.4 2.5 3 61' x 25' R/PRAfST -14 9 194.3 195. a3 ELEV' "F,e11 5715 I.J. 87.1 101.6 871 3 2 45 33 22 30 78 . 25 3 39' x 16' • , 8 ° o° REINFORCED CONCRETE DRAIN SPACE ST 16 a3 20.1 219 20.1 3 1.5 22 28 83 19 1.8 25 25 16' x 7' ORIGINAL SECTION E -E ST -17 a8 5.36 Tag 5,36 3 2 44 18 26 8 25 3 3n' x 12' VOL. "A" R UND D R CHECK DAM 3.20- X o s7 CU, YD. ACRE DRY STORAGE `' L t1 STONE CONSTRUCTION ENTRANCE .02 1Ln ST -18 a5 33.5 32.2 3,35 3 1. 35 )5 21 310 25 25 23' x 9' ( 2 ACRES OR LESS of ®RA/NAGE AREA NO SCALEUj 5 23 x 9 VOL. "B" v FILTER CLOTH NO SCALE 0 ST -19 0.5 .3.35 345 335 3 1.5 29 35 15 21 10 25 2 ° s7 CU. YD:/ACRE . a2 1.34 14.5 134 3 1.25 19 24 1) 16 1.2 2>5 225 13' x 5' WET STORAGE) VDOT 3, p + M ST -20 ° ad ca OG 41, O EGA , SE LU ST -21 0.4 26.8 29 6 26.8 3 1.5 26 32 14 20 4 2.5 5 20 x 8 E Gfpl ST aa 55.6 gg,1a6 3 1.75 36 43 18 25 4.8 25 275 30' X 12' o ST -23 a2 114 14.5 13.4 3 1.25 19 24 1 t 16 1.2 2.5 2.25 13' x 5' Lj ST -24 26 174.2 177.0 174.2 3 2 64 72 29 37 !a6 2 5 3 58'x 23' 1 say .325 66' X 27' .. .. _ > ° ST -25 33 221.1 254.3 221.1 3 2.25 72 81 33 42 9.8 < 0 1 ST -26 at a7 1a0 6.7 2 1,3 21 9 17 a6 25 3 7'x 3' O ST -27 Oi6 40.2 M 7 40.2. 3 2 31 39 16 24 3.6 25 3 25'x 10' FLOW7"LLW A p, ! ST -28 a l s 7 !ao 6.7 3 2 13 21 9 17 a6 25 3 7' x 3' $ ST -29 0.7 46.9 539 46.9 3 1.75 41 17 24 4.2 2.5 2.75 28'x 11' 01 ST -30 a2 1.34 1405 13,4 3 1.25 19 24 11 16 1.2 2.5 2.25 13'x 5' ST 31 fa) T3.7 T7<3 737 3 1.75 42 49 21 28 6>6 25 275 36'.x 15' o ST -32 1.5 f0Q5 1141 10a5 3 2 49 57 23 3) 9 0 2.5 3 43' x 17' c ST -33 a3 2a 1 2,39 20.1 3 1.5 22 28 13 19 1.8 25 Z 5 16' x 7' *Fm 1 1 2 53 61 25 fab 25 3 47° x 19' ST -34 1.8 12x6 13. 12a6 3 0 y PLN VI l TRAP 0 7®E NO. 2002 N a SHEET X10, 4 w > 7rt i 'r i '' ' i / i r r + " r mum NOW 14 r i ii r i r r+ i i i ri '- ' ice ) / ,- - . ; :: i..« , - / «: . , / , w r f // + / , err/.• / / i •: )i " ) / •i/ f • r its , •- ; . r , . a r' ; / / r' r i.:+ / • +• i r i i err / + AWIffIff i r , r.. i r i + r r it i -. rr , . ':` + : + 11 fflik 4' r r + . . ... ; / if . i/:Lir -VA i / ' ' '/ i / .ill / i . , " / / ' / tri ,; /, , /' ! '; /' A . ; i •, , r+, ). )r , i off',. pill 11 f 'fiA • ; ) POINT OF FINISHED GRADE cr' Mie 11, __.....__ 114 "'/ 1 ` ( WHERE REQUIRED), Ira ' 1J yJe°.jI 00 0 0 C&O QDO Vo pCp i BASE 1.0' q pg SUBBASE . D' 40 4' 1 10J 8y 50' j HALF SECTION IN CUT SECTIONHALF / FILL SEE BELOW FORDTCHESINFLL SECTION) NOTE't WHERE DITCHES ARE DEEPENED TO TYPICAL ROAD SECTION ACCOMODATE CULVERTS, THE SLOPE SHALL BE MAINTAINED 0 7:I, THEREBY NO SCALE FMOVING R7 0ERTHE FROM C/L. (AkBROST COMWOWS W .,tai) z th DESIGN r , E% © SPEED PVA4*T WDTH: i is t -is SUBBA SE BASE SURFACE RIW AMBROSE COMMONS DRIVE I CENTER LINE SECTION illr•Ile ALLDUE TRENCH PLACEMENT SHILM um m W nu TO SOIL COND177ONS AT 71ME OF CON57RUC770N, NCE WITH VD.O.T. STANDARDS. a. • rer o•olsreo soross000.(,%1%!i MIN, DJ BEDIDING MATERIAL Y' DIMENSION TO BE MAINTAINED TO THE NORMALTOP OF PIPE i y 77ON MAY BE EUMINA IED UNDER WHERE ,. , BY ENGINEER. PB— ww " DETAIL INSTALLATION OF • AND STORM SIMM NO SCALE p64Tt'OI p-1 AT $ qR8 qff untars rp•eHratt itweatwi enn ltistran In whit tat aw tomw at this pont CENTER LINE SECTION N•n heti t11lYY•fo ow 4101Mh typ• t s t•at dat•rlal! ra at•bPtt!•t& TRENCH PLACEMENT tAs Pea i m.._. veto" 100wist 1 or III 1° mise ft 9 r %& W Allviogi to iiroit+trs P•ttrte _ ftvwms al ~ i ism R` • ®$e"SS• ! lr.t} • ..,®tact ItnMrtst typs 11 or or LIP• Siobitraw= ft 41 iY M NON -PERFORATED OUTLET PIPE a Thld•Mas (tori ® Irch" b11411 Twad •cowillnp to AM i -841t 0 = tis o"*$*% m j G.n".6t Not" Tromh alistt M vetted With so reoNr stilt qty h" "twin to 1"mv cow v+p• it Wal" •t treeanMwN+ auth°Asprtacret ae • pmraltet taps t4S en. prabD. a bcd W~ oval sl•n It isis, b aww HM pP•Nldf OH41i4le for. e aril b res torat•4 s• as to rn in tntws rr rwltirta: It It is neer!"w"ry fAW thye PISIs is wAf•tt inle 0, m t A11r •f Ilisi+®em0 Olt W10" at vowitud awtlsr i" ar•a wipe anto kw low WiM arty. LOWER. STANDARD COMBINATION UNDERDRAIN r OF CUTS) RlW J. 5' 1 4.0' UT7LI V> 7 Virginia Department of 7 °=Vortddbn Minimum Standards ofEntrances tri State Highways STANDARD PRIVA'T'E SUBDTwIST(3N ROAD /STREET ENT NCP, Plots: " pit 1 ( AX 4citraxs irk rhaA via% back offibs Jkaar+t anneo.YNb® onw v ••die n"a®Lida at righ& als9" ®f Wieder or•r p`, or aho,m EritraROR Char be vmnd to • akdth of 24% leAtronas 9r"" as to bs rmoot+rp the intotharoadwaybyrohrldh9asn•tessory° a 1 res reams to btsoamabier•osed rat w® er p. qw ®Ionto, R•rtdsnt1 ar Obtrtat Teaftl4 n9 taer, " 1 . S Entraitst h Ira ;• ba sometwnanoa1i •Mcspt,totatton of twvart natesraryr.. 4 . ' ftM SMvMte PP s••it•ary It -m , tin6wes 2W R" LH® t.Wdt •ail 4 d•+Vaal fedi s>wwt+ IIA:Q ROaowAT rAV6totHT wvwm m mawu 12. 9 !G< 1 C®IVC. SIDEWALK Ratnr•d Citah YeritedC• 0 _ _t8ormdbltch F®6! ppGr' 91 . ....... .... SEC77ON IN FILL USE THIS FiLL CROSS SEC77ON WHEN DITCH IS LOCATED iN FILL ALTERNATE METHODS FOR. PLACING PiPES UNDER ENTRANCES ROLL -FACE CURB & GUTTER EXISTING. GROUND 9 GOD` Ccp O& ® 0 C7DM O RIW ROLL -FACE I CIL POINT OF CURD & CUTTER *7' FILL FINISHED GRADE *4' CUT SURFACE SHOULDER 1.14 1 ' 1-- p -09 BASE ® cl181t3ASE ®' 23 29' 50' HALF SECTION IN CUT HALF SECTION IN FILL rP1Q,4Z ROAD es'' O NO SCALE RZOOFTOP. ((.r I .I MIST R/W RIW 55' 55' SEE PLAN VIEW FOR GRADES JIN CUL° -DE -SAC C/L FOR PA VEMENT DESIGN SEE ROAD ' CLASSIFICA TION TABLE 1' EX/S J77NG GROUND T ° X° e 1.0MIIV 4 sJ 4' -- — _ HALF SE'CT70N IN CUT HALF SECTION IN FILL 4 ° 4 m ` Q• 4 4. . O 15' PIPE 4 4 4 4 A- 4- 4' 4- 4 a A 4 NOT NEEDED t1 S7R. 12 4 4 4 4° FO.,l,' fM NOT TO SCALE OMM USE ALL DIMENSIONS AND SPEaRCARONS PER WOT STANDARD EXCEPT FOR CHANGES NOTED ABOVE Jjmwl illsI SPECIRCARW FOR 91 ra-.-•-s-s-e- 36.' MAVULM LENGTH ALLOWABLE FOR ANY 9'516N MESSAGE t2' SPACE 18' MINIMUM LENGTH ALLOWA$LE FOR ANY Q' -VON MESSAGE 9' WDTH SIGNS 48' MAXIMUM TOTAL LW7H ALLOWABLE FOR ANY 9' "W]DIH SIGN 30' MINIMUM TOTAL LENGTH .AU:OWA" FOR .ANY 9' KfD7H SIGN LAO BOL7N SHAPE Horizontal Rectangte OR BOLT COLOR ROAD NAME SiGN 7HRU POST massage: white re8ogtorked field green relleatocJzed, blue or hrown 4,/ SIZE H0MZONTAL 3p° MINIMUM LENGTH FOR 9" WIDIN SIGN> J(t ATICAL 9' 48' MAXIMUM LENGTH FOR 9' NfDTH SIGN MESSAGE -PREFIX AND S'UF'f7X- J' capitols ROAD NAME 6' coptials LENGTH" DEPEND,$ ON .CHARACTERS W THE LECIENDD" PLA:7E`etched :v1,4ttiiruetn " 24 30 36 42, 48 r 7 2' __!_ SC5 M3B 50¢175 alloy cr jne9ts t90T Spectflcatorrs I i" APPROX 4` HOLES - 3/8" DIA 3/4' to 1 1/2' CGIRN'm RADIUS. NOTE ALUMINUM THICKNEWS EiMTm 00WAM Cab in ma is t -is 119 9F till ytUTcumi LII[ • •®•® tt e fg CENTER LINE SECTION tYtth tYpr 1 EytrCt trt•rPa15• am tg TRENCH PLACEMENT SHILM um m W nu fo . • • • ® to titP-aS iY•t dr • .—=etces latrr+•ttt or lil PLAN YTEW SHQWTNG PLACEMENT QF t° aeai• ®'®"•" N0. ®a +•A tt7 tr CD -2 UNDERDRAIN tta ttr•irM®e fatM'ea Genii Q Tr•thCh ld th• •rifled Wirth t Iy h" two" e. i w • • or csnrnr sub$ II=d sW(•+ p• 044 hsti as *a •mts of o°s:::' •'' ®' " select *Awl•43*w is o- tawm* Liss "W1 6A1° ft t W. 11• A'•I d* pW i 1, w attt'rt -Tp0. lt griAYijd• l OR arh,OW ••attar;. It Is 6tprsslbtr t3 •LPm 0$46 p_mwlrk otAlatr ViaMro aInr„ rr• b i• taCat•i sm •• t• eMa+n auto tnirW ar Pewamtss. It 1t is for Mie peso to antvat to MMI dlteh tM PLACEMENT OF CD -2 UNDERDRAIN AT a stM 1° BRIDGE APPROACH SLABS Dn twpsr•1 arst+ana is to Is t •ra• with pipe an I tendWill NON -PERFORATED OUTLET PIPE Tgps M Pipe no 7Mw its, mm Nil ms. s i'd1 wi Atte bYatt 1lIICi•INi 6t1IN . +rlNl•s 00 Tester •ao•vtlni to WIN "18 •t It def t•atlan E11AT1Ot STANDARD COMBINATION UNDERDRAIN ON FILLS AT SAGS AND BRIDGE APPROACHES ROLL -FACE CURB & GUTTER EXISTING. GROUND 9 GOD` Ccp O& ® 0 C7DM O RIW ROLL -FACE I CIL POINT OF CURD & CUTTER *7' FILL FINISHED GRADE *4' CUT SURFACE SHOULDER 1.14 1 ' 1-- p -09 BASE ® cl181t3ASE ®' 23 29' 50' HALF SECTION IN CUT HALF SECTION IN FILL rP1Q,4Z ROAD es'' O NO SCALE RZOOFTOP. ((.r I .I MIST R/W RIW 55' 55' SEE PLAN VIEW FOR GRADES JIN CUL° -DE -SAC C/L FOR PA VEMENT DESIGN SEE ROAD ' CLASSIFICA TION TABLE 1' EX/S J77NG GROUND T ° X° e 1.0MIIV 4 sJ 4' -- — _ HALF SE'CT70N IN CUT HALF SECTION IN FILL 4 ° 4 m ` Q• 4 4. . O 15' PIPE 4 4 4 4 A- 4- 4' 4- 4 a A 4 NOT NEEDED t1 S7R. 12 4 4 4 4° FO.,l,' fM NOT TO SCALE OMM USE ALL DIMENSIONS AND SPEaRCARONS PER WOT STANDARD EXCEPT FOR CHANGES NOTED ABOVE Jjmwl illsI SPECIRCARW FOR 91 ra-.-•-s-s-e- 36.' MAVULM LENGTH ALLOWABLE FOR ANY 9'516N MESSAGE t2' SPACE 18' MINIMUM LENGTH ALLOWA$LE FOR ANY Q' -VON MESSAGE 9' WDTH SIGNS 48' MAXIMUM TOTAL LW7H ALLOWABLE FOR ANY 9' "W]DIH SIGN 30' MINIMUM TOTAL LENGTH .AU:OWA" FOR .ANY 9' KfD7H SIGN LAO BOL7N SHAPE Horizontal Rectangte OR BOLT COLOR ROAD NAME SiGN 7HRU POST massage: white re8ogtorked field green relleatocJzed, blue or hrown 4,/ SIZE H0MZONTAL 3p° MINIMUM LENGTH FOR 9" WIDIN SIGN> J(t ATICAL 9' 48' MAXIMUM LENGTH FOR 9' NfDTH SIGN MESSAGE -PREFIX AND S'UF'f7X- J' capitols ROAD NAME 6' coptials LENGTH" DEPEND,$ ON .CHARACTERS W THE LECIENDD" PLA:7E`etched :v1,4ttiiruetn " 24 30 36 42, 48 r 7 2' __!_ SC5 M3B 50¢175 alloy cr jne9ts t90T Spectflcatorrs I i" APPROX 4` HOLES - 3/8" DIA 3/4' to 1 1/2' CGIRN'm RADIUS. NOTE ALUMINUM THICKNEWS TH IVAN R WU ORAL f E f 5' - 2,6 -0 7 7y E7cg F- ro 11 lu u f u0iV,) A 0 -i U 00 -w 0 LL, LLI u LLJt U, zu C, 0 2 > LU > c a a U U-10C11- 0 - LLALU0 . ......... 014 5 1A r7 LLJ LLI UA1785 LU — — — — — — A, cy) cv u W I f < FORI BMP -,GA, S. 0L02 DATE 6111103 DRAWN BY v 0 7,11 3,-) 0. COLEY U DESIGNED BY o S. SMITH CHECKED BY LOT 312A,C L 0 T -- CAVES 1 "=300' 2) VA TRA 7) x, T X A -0 LO 2, NJ. B10FIL 7FR CON,VEP 7 U/ V) LO' z - r J OF11 V, ryIf (CON TA P 4) 7- -0.2-7, N, p15 0 0:2 f mT -- AIN,' :-o,,PEj. ,H, fz,,7A- -1 Z' s p A 2: DRr LOT -1FQ- P CABY o - J V I0JTLOT1 1911.-", E uj j (c A E—A-- tD- SEDIMENTB10FIL7E*R BIOFIL TER 13 Fol, 0 < roAjCON TED CONVER-7 p MPSEDIMEivAVT AN LOT(, 37 LT7' 1 B T-2`-'7---- A( fncoAJ -j LU 0 (D Mum 1274 41 ff win T IfLO -_2 0 16 -- ---------- 0 4' X 9T` -24-- h o 0 u 0397 0 < A - 61, 0 J1 w z LLJ U J, Q1 0 LOT( 23 7- V LU :28L4r --- M71-1 ........ e 2 67' + r s-41-42 26* W 1303 Z' w Cli U) 61 EA )M 17E BMP DRAWAGEAREAS q 01 UMA'4NAGE AREA'5' f -UM V, DESIGN CA If LcuLA 77oNs OEM% EZ e GAAPH-1C"'-'SCAV,/ f -A 150, JOB NO. 20922 Are", V aSHEETN 36 L bKu"FILTER 1 (.'%037-1) 00 0 AREA REQUIRED = 300 SQ. FT. PLANTS REQUIRED = 7 QTY. TREES SYMBOL SCIENTIFIC COMMON SIZE I AR ACER RUBRUM RED MAPLE 1" CALIPER I BN BETULA NIGRA RIVER BIRCH 4`-S' CLUMP 1 AR ACER RUBRUM SHRUBS 1 " CALIPER I BN BETULA NIGRA RIVER BIRCH QTY, SYMBOL SCIENTIFIC COMMON SIZE 3 BT BERBERIS THUMBERGII JAPANESE BARBERRY 2 2 EA EUONYMUS ALATUS WINGED EUONYMOUS 2 HERBACEOUS GROUND COVER 5 Z& PLANTS REQUIRED = 12 SCIENTIFIC COMMON SIZE 10NAL TREES AGROSTIS ALBA REDTOP SEED- 61bll,600SQ.FT. COMMON SIZE LABIUM PERRENE RYEGX4S5 SEED- 6MI1,000SQ.FT, 1. BIOFILTERS ARE NOT TO BE INSTALLED UNTIL THE DRAINAGE AREA IS ADEQUATELY STABILIZED ACCORDING TO WATER RESOURCES PERSONNEL (434) 296-5861 2. THE BIOFILTER SOIL MIX MUST BE LUCK BIOFILTER MIX OR TESTED AND APPROVED 1EQUIVALENT FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 29(6-5861, 3. THE BIOFILTER SOIL MIX MUST BE STABILIZED WITH EC -2 BLANKETS AND A NATIVE WILDFLOWER MIX ALONG WITH THE TREES AND OR SHRUBS LISTED ON THE PLAN. 4. THE INTERIOR SLOPES OF THE BIOFILTER ARE TO BE A MAXIMUM OF 3:1 5. TREES AND OR SHRUBS LOCATED WITHIN THE BIOFILTER SHALL NOT BE INSTALLED, DIRECTLY OVER THE PERFORATED PIPES, Bj"'%TLTER (ST—' a" " Iu ILTER -6ulA BIORLTER PLANTING SCHEDULE 14 (ST -14) TABLE OFaEvATIONS FOR BIORLTERS AREA REQUIRED = 225 SQ.Fr. TOP OF TOP OF I SOIL MIX ELEVA770 WEIR LENGTH TREES QTY. SYMBOL SCIENTIFIC COMMON SIZE 1 AR ACER RUBRUM RED MAPLE 1 " CALIPER I BN BETULA NIGRA RIVER BIRCH 4'-5' CLUMP SHRUBS QTY, SYMBOL SCIENTIFIC COMMON SIZE BIOFILTER PLANTING SCHEDULE AREA REQUIRED = 150 SQ. FT Na: 24803 AREA REQUIRED = 500 SQ, FT PLANTS REQUIRED = 4 5 Z& PLANTS REQUIRED = 12 TREES 10NAL Bj"'%TLTER (ST—' a" " Iu ILTER -6ulA BIORLTER PLANTING SCHEDULE 14 (ST -14) AREA REQUIRED = 225 SQ.Fr. PLANTS REQUIRED = 6 TREES QTY. SYMBOL SCIENTIFIC COMMON SIZE 1 AR ACER RUBRUM RED MAPLE 1 " CALIPER I BN BETULA NIGRA RIVER BIRCH 4'-5' CLUMP SHRUBS QTY, SYMBOL SCIENTIFIC COMMON SIZE 2 BT BERBERIS THUMBERGII JAPANESE BARBERRY #2 2 EA EUONYMUS ALATUS WINGED EUONYMOUS #2 HERBACEOUS GROUND COVER SCIENTIFIC COMMON SIZE AGROSTIS ALBA REDTOP SEED- 61b1l,000SQ.FT, LABIUM PERRENE RYEGRASS SEED- 6tb12,606lSQ.FT- LEGEND: U TREES 0 SHRUBS ElHERBACEOUS GROUND COVER BIO-FILTER BIOFILTER 14 (ST -14) H 20' 1 20' IVAN M WU Z BIOFILTER PLANTING SCHEDULE AREA REQUIRED = 150 SQ. FT Na: 24803 AREA REQUIRED = 500 SQ, FT PLANTS REQUIRED = 4 5 Z& PLANTS REQUIRED = 12 TREES 10NAL TREES QTY, SYMBOL SCIENTIFIC COMMON SIZE QTY. SYMBOL SCIENTIFIC COMMON SIZE I AR ACER RUBRUM RED MAPLE I CALIPER 2 AR ACER RUBRUM RED MAPLE 11 CALIPER 1 BN BETULA NIGRA RIVER BIRCH 4 `-5' CLUMP 2 BN BETULA NIGRA RIVER BIRCH. 1#14_51 CLUMP SHRUBS SHRUBS QTY, SYMBOL SCIENTIFIC COMMON SIZE QTY. SYMBOL SCIENTIFIC COMMON 2 BT BERBERIS THUMBERGRI JAPANESE BARBERRY 2 4 BT BERBERIS THUMBERGII JAPANESE BARBERRY 2 2 EA EUONYMUS ALATUS WINGED EUONYMOUS 2 4 EA EUONYMUS ALATUS WINGED EUONYMOUS 2 HERBACEOUS GROUND COVBR uj 3: d) SCIENTIFIC COMMON SIZE SCIENTIFIC COMMON SIZE AGROSTIS ALBA REDTOP SEED- 6011,000SQ.Fr REDTOP SEED- 61bl1,000SQJ7a LABIUM PERRENE RYEGRASS SEED- 6fb1la00SQ.FT LABIUM PERRENE RYEGRASS SEED- 6tb/l,0C76rSQ. FT. o F- 0 fA u U) Lu C) 0 0 0 0 21 Ell Cll c_ 11 C2 2 2 2 pu 80 0 r D 12 cull ucl, 12 X ill W LIA LLI ui uiff 20f CL 1)°'t v. 't u B10FILTER PLANTING SCHEDULE z 0 a < AREA REQUIRED = 730 SQ.FT v' DATE PLANTS REQUIRED = 17 TREES 0 U) 6111103 QTY, SYMBOL SCIENTIFIC COMMON SIZE DRAWN BY AR ACER RUBRUM RED MAPLE I CALIPER 3 BN BETULA NIGRA RIVER BIRCH 4'-5' CLUMP C. CLARK SHRUBS DESIGNED BY QTY. SYMBOL SCIENTIFIC COMMON SIZE S.A,SMITH 6 BT BERBERIS THUMBERGII JAPANESE BARBERRY #2 6 EA EUONYMUS ALATUS WINGED EUONYMOUS CHECKED BY HERBACEOUS GROUND COVER SCIENTIFIC COMMON SIZE AGROSTIS ALBA REDTOP SEED- 61bll,000SQ.FT, LABIUM PERRENE RYEGRASS SEED- 61b11,000SQ.F1. AS NOTED b "A"'FILTERu 13 oil: 14- D 20' 1 20' 810FILTER PLANTING SCHEDUILE BIOFILTER PLANTING SCHEDULE AREA REQUIRED = 150 SQ. FT AREA REQUIRED = 500 SQ, FT PLANTS REQUIRED = 4 PLANTS REQUIRED = 12 TREES TREES QTY, SYMBOL SCIENTIFIC COMMON SIZE QTY. SYMBOL SCIENTIFIC COMMON SIZE I AR ACER RUBRUM RED MAPLE I CALIPER 2 AR ACER RUBRUM RED MAPLE 11 CALIPER 1 BN BETULA NIGRA RIVER BIRCH 4 `-5' CLUMP 2 BN BETULA NIGRA RIVER BIRCH. 1#14_51 CLUMP SHRUBS SHRUBS QTY, SYMBOL SCIENTIFIC COMMON SIZE QTY. SYMBOL SCIENTIFIC COMMON SIZE 2 BT BERBERIS THUMBERGRI JAPANESE BARBERRY 2 4 BT BERBERIS THUMBERGII JAPANESE BARBERRY 2 2 EA EUONYMUS ALATUS WINGED EUONYMOUS 2 4 EA EUONYMUS ALATUS WINGED EUONYMOUS 2 HERBACEOUS GROUND COVBR HERBACEOUS GROUND COVER SCIENTIFIC COMMON SIZE SCIENTIFIC COMMON SIZE AGROSTIS ALBA REDTOP SEED- 6011,000SQ.Fr AGROSTIS ALBA REDTOP SEED- 61bl1,000SQJ7a LABIUM PERRENE RYEGRASS SEED- 6fb1la00SQ.FT LABIUM PERRENE RYEGRASS SEED- 6tb/l,0C76rSQ. FT. m FORESTED RIPARIAN BUFFER ENHANCEMENT AREAS MITIGATION FOR WETLAND IMPACTS FOR DEQ 1.4'5 ACRES LEGEND I I I m WA TERS Ll EXISTING TYPICAL m Ill FA I 1 , I s " I I I I I "I I i I, I I I " I 1 11, g I, I -va! wil I I., - I . WA=AIW & I ligg - 1111 11 FOR ALBEMARLE COUNTY O, 78 ACRES IN FEET ) I inch = 50 fte D M it Lu E Lu 0 Ce DATE 1120104 DRAWN BY D.ARRINGTON DESIGNED BY Ca DOD50N CHECKED BY SC 110 = Sol D M Lu E Lu 0 Ce DATE 1120104 DRAWN BY D.ARRINGTON DESIGNED BY Ca DOD50N CHECKED BY SC 110 = Sol y GENERAL CONSTRUCTION NOTES CLEARING, CONSTRUCTION AND OPERATION 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 10 DAYS PRIOR TO THE START OF CONSTRUCTION, SO THAT THE NON -IMPACT WETLAND.` AND WATERS OF THE U.S. WITHIN 50 FEET OF LAND DISTURBANCE CAN BE CLEARLY STAKED, THESE AREAS ARE DISTINCTLY DELINEATED ON THESE PLANS AS EXIS17NG WETLANDS AND WATERS OF .THE U.S AND NO DISTURBANCE SHALL OCCUR WITHIN THD"SE AREAS. 2. THE CONTRACTOR SHALL NOT TRAVEL ACROSS, STORE SPOILS ON, OR OTHERWISE IMPACT THE WATERS OF THE U.S UNAVOIDABLE IMPACTS TO THESE AREAS DURING DEVELOPMENT OF THE PROPERTY SHALL BE MINIMIZED, ONLY TEMPORARY iN NATURE, AND ANY TEMPORARILY DISTURBED AREAS SHALL BE RETURNED TO PRE -DISTURBANCE CONTOUR AND STABILIZED. J. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING AND MAINTAINING APPROPRIATE CONSTRUCTION ACCESS WITHIN THE CONSTRUCTION AREA FOR THE DURA TION OF THE PROJECT: 1. THIS PROJECT SHALL BE CONSTRUCTED ACCORDING TO THE SEQUENCE OF CONSTRUCTION DESCRIBED BELOW. THE CONTRACTOR SHALL NOT DEVIATE FROM THIS SEQUENCE UNLESS APPROVAL IS OBTAINED FROM TIMMONS GROUP OR BEIGHTS DEVELOPMENT CORPORATION, 2. THE CONTRACTOR SHALL ARRANGE A PRE -CONSTRUCTION MEETING WITH 771,4MONS GROUP AND BEIGHTS DEVELOPMENT CORPORATION 72 HOURS PRIOR TO THE START OF ANY WORK. AT THiS TIME, THE CONTRACTOR SHALL INFORM THE AFOREMENTIONED PARTIES THE SEQUENCE IN WHiCH THE PROJECT DESCRIBED BELOW WILL BE CONSTRUCTED, ALONG WITH A CALENDAR SCHEDULE FOR EACH. 3. PRiOR TO BEGINNING WORK, THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND DEVELOP A PLAN FOR UTILITIES RELOCATION, IF NECESSARY. THE CONTRACTOR SHALL RE RESPONSIBLE FOR NOTIFYING THE ALBEMARLE COUNTY SERVICE AUTHORITY TO SCHEDULE A PRE-CONSTRCUTION MEETING AT LEAST 72 HOURS PRIOR TO STARTING ANY WORK ON THIS PROJECT. 4, SEED AND PLANT FORESTED RIPARIAN BUFFER AND WETLAND ENHANCEMENT AREAS ACCORDING TO SCHEDULE #1. MI TI GA TION AREA NOTES 1. THESE NOTES APPLY TO AREAS INSIDE THE MITIGA77ON AREA LIMITS INCLUDING BUT NOT LIMITED TO BANKS OF SLOPES AND SOiL STOCKPILE SITES. 2. SEEDING AND FERTILIZING SHALL BE DONE iN CONFORMANCE WITH SPECIFICATION 3.32 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. MULCHING SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS 3.35 OF THE 'VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD ED177ON, 1992. 3. FER77LIZE THE AREA PRIOR TO SEEDING WITH A COMMERCIAL 10-10-10 FERTILIZER AT THE RATE OF 23 LBS. PER THOUSAND SQUARE FEET. WORK FER77LIZER UNIFORMLY INTO THE SURFACE TO A MINIMUM DEPTH OF ONE INCH. 4. SEEDING TO OCCUR BETWEEN THE DATES OF FEBRUARY 15 AND JUNE 15 OR BETWEEN SEPTEMBER 15 AND DECEMBER 15, EXCEPT AS MAY BE OTHERWISE DIRECTED BY THE DESIGNER. 5, RAKE TO MAINTAIN MICROTOPOGRAPHY ALONG RIDGES AND DEPRESSIONS, TO ACHIEVE THIS THE SURFACE SHALL BE LIGHTLY RAKED IN ORDER .TO COVER SEED NO DEEPER THAN 2" AND SPRINKLED WiTH WATER, THE SEEDED SURFACE SHALL BE COVERED WITH STRAW OR HAY TO PREVENT EROSION AND PROTECT SEEDING. THE ENTIRE SEEDED SURFACE SHALL BE ROLLED WITH A CORRUGATED ROLLER AFTER SEEDING AND BEFORE COVERING WITH STRAW. CONTRACTOR SHALL PROTECT SEEDED SURFACE UNTIL A GOOD STAND OF GRASS IS OBTAINED. THE SEED SHALL BE SOWN AT A RATE OF 30-50 LBS. PER ACRE. 6. THE MITIGATION AREA IS TO BE SEEDED BY A HAND CYCLONE SEEDER OR EQUIVALENT HAND SEEDING METHOD. FLOODIPLAIN SEED M/X AND FERTILIZER SPECIFICATIONS THESE NOTES PERTAIN ONLY TO THE MITIGATION AREAS 1. TOTAL AREA TO BE SEEDED IS APPROXIMATELY 328 ACRES. 2. SEED MiX IS COMPRISED OF.° 9 by Number of Seeds Botant7cal Name Common Name Size Notes 5.0 Agrootis alba Redtop Seed Mix 30-50 lbs. 4.0 Aster umbellotus Flat Topped/ Umbrella Aster Seed Mix 88 6,0 Bidens cemuo Nodding Bur Marigold Seed Mix 4.0 Carex comoso Bristly/Cosmos Sedge Seed Mix 4.0 Carex lurido Lurid Sedge Seed Mix 20.0 Carex vulpinoidea Fox Sedge Seed Mix Vaccinium corymbosum 73.0 dymus riporius Riverbank Wild Rye Seed Mix 13.0 Elyrnus virginicus Virginia Wild Rye Seed Mix 3.0 Eupotorium perfoliatum Boneset Seed Mix 3.0 Onoclea sensibilis Sensitive Fern Seed Mix 99 5.0 Mimulus rinaens Square Stemmed Monkey Flower Seed Mix 5.0 Ponicum virgotum Switch Grass Seed Mix 15.0 Polygonum pensylvanicum Pennsylvania Smartweed Seed Mix J. SEED MIX SHOULD BE APPLIED AT A RATE OF 30-50 LBS PER ACRD. SUBS77TUTE SEEDING MIXTURE MUST BE APPROVED BY THE ENGINEER PRIOR TO ORDERING DRY FER77LIZER SHALL BE APPLIED TO THESE AREAS AT THE TIME OF SEEDING, 4. FERTILIZER SHALL BE APPLIED UNIFORML Y A T THE RA TE OF 5,400 POUNDS OF 10-20-10 FER77LIZER, OR EQUIVALENT QUANTITY OF 1-2-1 FERTILIZER PER ACRE. THE METHOD OF APPLICATION SHALL BE APPROVED BY 7HE ENGINEER PRIOR TO FERTILIZATION. MAINTENANCE AND WARRALTTY 1. MAINTENANCE OF THE WETLAND CREATION AREAS SHALL BE COMPRISED OF CONTROL OF NOXIOUS OR INVASIVE PLANT SPECIES AND INSURANCE OF AT LEAST 809 VEGETATIVE COVER OF THE WETLAND CREATION AREAS MAINTENANCE PROTOCOL SHALL BE DETERMINED BY THE ENGINEER BASED ON ANNUAL INSPECTION OF THE WETLAND 2. THE WARRANTY OF THE WETLAND SPECIES SHALL CONSIST OF GUARANTEE FOR A PERIOD OF ONE YEAR OF COMPLETION OF PLANT INSTALLATION OF 909 VEGETATIVE COVER OF THE ENTIRE. WETLAND CREA77ON AREA. UPON COMPLE77ON OF THE IST GROWING SEASON, THE ENGINEER WILL MONITOR 77.1E WEILAND CREATION AREAS AND N077FY THE CONTRACTOR OF WARRANTY REQUIREMENTS AND PROVISIONS AS DETERMINED BY THE .RESULTS OF THE MONITORING. 1-011"' INf u 1 AND WETLAND 1. THE PLANTING LAYOUT FOR THE M1 TIGA TION AREAS SHALL BE CONSISTENT WI TH THE SAMPLE LA YOU SHOWN ON THIS SHEET. 2. MITIGATION AREA PLANTING SHALL BE LIMITED TO THE PERIOD BETWEEN SEPTEMBER 15 AND NOVEMBER 15, OR MARCH 15 TO MAY 30. THE MITIGATION AREA SHALL BE SEEDED AND PLANTED DURING THE FIRST PERIOD FOLLOWING COMPLETION OF AMBROSE COMMONS DRIVE. 3 THE M177GA 77ON AREA PLANTING SHALL FOLLOW SCHEDULE J1, 4. TREES SHALL BE PLANTED IN GROUPS OF THREE (3), AS SHOWN IN THE TYPICAL PLANTING LAYOUT, WITH A MINIMUM SPACING BETWEEN INDIVIDUAL PLANTS OF 5' CENTER TO CENTER, THE DISTANCE BETWEEN GROUPS SHALL BE NO LESS THAN 10; CENTER TO CENTER 5. THE FiNAL PLANT LAYOUT SHOULD RESEMBLE A RANDOM AND NATURAL PLACEMENT OF PLANTS RATHER THAN A STANDARD LANDSCAPED APPROACH WITH TREES IN ROWS OR OTHER ORDERLY FASHION, 6. THE CONTRACTOR SHALL WARRANT THAT A MINIMUM OF 859 OF ALL PLANTINGS SHALL SURVIVE FOR A PERIOD OF ONE YEAR FOLLOWING PLANTING COMPLETION. 7 774E CONTRACTOR SHALL FURNISH NURSERY GROWN PLANTS CONFORMING TO ANSi 2601, WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING TREES AND SHRUBS SHALL BE WELL SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE FROM DiSEASE, INSECTS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS AND DISFIGUREMENTS 13 NURSERY STOCK SHALL COME FROM A LOCAL NURSERY OR BE ADAPTED TO LOCAL GROWING CONDITIONS AND BE GUARANTEED BY THE NURSERY AS SUCH. Dm THE CONTRACTOR SHALL CLEAN THE TOPSOIL OF ROOTS, SODS, STONES, CLAY LUMPS, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 10. THE CONTRACTOR SHALL PLANT TREE SPECIES ACCORDING TO THE DETAIL SHOWN ON THIS SHEET 11. TREE TUBES AND BRUSH MATS MUST BE USED WITH THE RIPARIAN PLANTINGS 5' 5' S' , 58 5 5' l08 70° E E- A PLANT SCHEDULE #1 --- MITIGATION AREA (400 STEMS/ACRE) Planting Area: 3.28 ACRES Habitat/Cl ossification: Riparian ,Forest & Paiustrine Forested Wetland Qnt A Botanical Name Betula Nigro Common name River Birch Spacing 5' O.C, Size 2'-3' Planting Zone Random Notes Bare & Protected Root Bfe Quercus phellos Willow Oak 89 D9 88 9f BA C Plantanus occidentalis American Sycamore DP 99 98 9 19 8 D Cornus racemosa Craystem Dogwood 99 9 9, 89 99 99 E Vaccinium corymbosum High -Bush Blueberry 99 99 89 87 89 99 F Clethera ainifolic Sweet Pepper -Bush C Alnus serrulate Common Alder 99 9 9, 99 88 fD H Sambucus canadensis Common Elderberry 99 99 98 98 g, „ I Viburnum dentatum Arrow -Wood D9 99 91 99 9 9f J Ilex verticulata Common Winterberry 98 9D 98 89 1120104 DRAWN BY 91 r Y r M s Y 4 z E i 1120104 DRAWN BY