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HomeMy WebLinkAboutSDP201000084 Plan - Other (not approved) Minor Amendment 2010-10-13ZONING TABULATIONS TAX MAP ZONE SITE AREA MINIMUM BUILDING SEPARATION FOR SFD MINIMUM SETBACKS FOR SFD AND TH FRONT SIDE REAR MAXIMUM BUILDING HEIGHT 32G -PORTION OF PARCEL 1 PRD (ZMA 2005-009) 46.97 AC. (2,045,817 SF) 12 FEET 20 FEET 6 FEET 5 FEET 35 FEET MINOR SITE PLAN AMENDMENT FORSITE PLAN NOTES AREA TABULATIONS TYPE OF DWELLING TOTALS TOTAL REQD. SFD DUPLEX TOWNHOUSE TOTAL (PROVD.) 1A* 28 - 22 50 1A (EXISTING SUBPHASE 1 AND 2) - SINGLE TOWN 1B* 15 OPEN OPEN TH OPEN OPEN IMP 96 AREA AREA FAMILY HOUSE TOTAL DENSITY SPACE SPACE SPACE SPACE COVER 18 (AC.) (SF) LOTS LOTS LOTS (#IAC) (AC) (SF) (%) (°!o) (AC) P HAS E 1 A-1 TOTALS 2.61 113692 0 22 22 8.43 1.33 579351 51.0% 51.0% 0.96 PHASE 1A-2 5 -UNIT ALDERSGATE 6.86 298740 39 0 39 5.69 0.00 0 7 -UNIT COMPOSER 0.0% 98-104 PHASE 1A 20' 9.47 412432 39 22 61 6.44 1.33 57935 16' 14.0% 8 -UNIT COMPOSER PHASE 1E;-1 2.76 120226 0 25 25 9.06 1.05 45738 38.0% 38.0% 1.27 PHASE 1 S-2 3.59 156265 20 0 r 20 5.57 0.87 37897 24.3% PHASE 1B a' 6.35 276491 20 25 45 7.09 1.92 83635; o 30.2% G PHASE 4 19.01 828076 2 0 2 0.11 8.68 378101 45.7% PHASE 8 12.14 528818 0 124 124 10.21 4.35 189486 35.8% 35.8% 4.82 TOTAL 1 46.97 2045816 61 171 232 4.94 16.28 709157 38.4% 34.7% 7.05 APPROVED LOT MIX (ZMA-2004-014) PHASE NO. UNITS (2 BR) TYPE OF DWELLING TOTALS TOTAL REQD. SFD DUPLEX TOWNHOUSE TOTAL (PROVD.) 1A* 28 - 22 50 1A (EXISTING SUBPHASE 1 AND 2) - 48 - 48 1B* 15 - 31 46 2 EXISTING - 96 - 96 3,3A, 3B, 3C (EXISTING) - 70 37 107 4 52 - - 52 5 18 - - 18 6 31 - - 31 7 (EXISTING) - 78 - 78 8* - - 135 135 TOTALS 144 1 292 225 661 * = TOWNHOUSES SHOWN ON THIS SITE PLAN PARKING TABULATIONS (TOWNHOUSES ONLY) PHASES 1A�l, 1B�l, L AND • RIVANNA MAGISTERIAL DIS7RICT ALBEMARLE COUNTY, VIRGINIA SPD -2006-00041 ZMA 2005-009 PHASE NO. UNITS (2 BR) PARK REQD. 2 PER UNIT PARK REQD. GUEST 1 PER 4 UNITS TOTAL REQD. PARK PROUD. GARAGE DRIVE PARK PROV. SURFACE TOTAL (PROVD.) 1A-1 22 44 6 50 26 (13*) 24 50 113-1 25 50 7 57 10 (5*) 49 59 8 127 254 32 286 192 (96*) 95 287 * = NUMBER OF GARAGE UNITS WITH DRIVEWAY PARKING SPACE VICINITY MAP SCALE: 1 "=2000' WOODBRIAR ASSOCIATES P.O. BOX 5548 CHARLOTTESVILLE, VIRGINIA 22905 (434) 975-3334 CONTACT: MR. WENDELL W. WOOD DEVELOPER WENDELL WOOD (434) 975-3334 CHARLOTTESVILLE, VIRGINIA 22905 P.O. BOX 5548 CONTACT: MR. WENDELL W. WOOD 1. OPEN SPACE SHALL BE PROTECTED BY LEGAL ARRANGEMENTS TO ENSURE ITS MAINTENANCE AND PRESERVATION. SUBDIVISION COVENANTS MEETING THE LEGAL REQUIREMENTS OF SECTION 14-313 OF THE ALBEMARLE COUNTY SUBDIVISION ORDINANCE SHALL BE RECORDED AND SHOWN IN DETAIL ON THE SUBDIVISION PLAT. 2. SEE SHEET 4 FOR LOCATION OF 25 ADO'S PROVIDED 3. PER PROFER #11 (ZMA 2005-009) 4. ALL SIGNS ARE SUBJECT TO A SEPARATE PERMIT. 5. OUTDOOR LIGHTING WILL NOT EMIT MORE THAN 3,000 LUMENS WITHOUT THE APPROVAL OF A PHOTOMETRIC PLAN. 6. BENCHMARK PROVIDED ON SHEET 6. 7. THREE TOT LOTS ARE PROVIDED ON THIS SITE PLAN. EACH TOT LOT SHALL INCLUDE THE FOLLOWING AMENITIES: A. ONE (1) SWING (FOUR (4) SEATS) B. ONE (1) SLIDE TWO (2) CLIMBERS C. ONE (1) BUCKABOUT OR WHIRL D. TWO (2) BENCHES 8. ALL PRIVACY FENCES ARE TO BE 8' IN HEIGHT, BOARD -ON -BOARD FENCES. FENCE MATERIALS ARE TO BE PRESSURE TREATED WOOD, PAINTED WHITE OR BEIGE, OR UNPAINTED TO MAINTAIN A NATURAL WOOD APPERANCE. 9. ALL TOT LOTS MUST BE AT LEAST 2000 SQIUARE FEET IN AREA. STREETSIDE FENCING SHALL BE WOOIDEN, WITH 8' CENTERED POSTS AND 2 HORIZONTAL CROSS MEMBERS. 10. FOR TOT LOT GROUND COVER, DEVELOPER TO PROVIDE A 6" TO 8" LAYER OF WOOD CHIPS 11. ALL AREAS THAT ARE STEEPER THAN 31-1:1 V� SHALL BE PLANTED WITH A GROUNDCOVER TAKEN FROIM THE VESCHB TABLE 3-37C OR ALTERNATE APPROVED BY' ALBEMARLE COUNTY. 12. RETAINING WALLS AS SHOWN ON THIS PLAN ARE FOR HORIZONTAL AND VERTICAL LOCATION ONLY. CONSTRUCTION OF RETAINING WALLS ARE SUBJECT TO SEPARATE BUILDING PERMIT. 13. ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER SHALL BE CONSTRUCTED WITH A HANDRAIL. 14. THE PUBLIC STREETS ARE "HEREBY RESERVED FOR DEDICATION UPON DEMAD OF THE COUNTY" 15. IF THE CONTRACTOR/OWNER DETERMINES THAT AN ERROR, DISCREPANCY, OMISSION, ETC. EXISTS ON THE SITE PLAN, THE CONTRACTOR/OWNER SHALL NOTIFY THE ENGINEER PRIOR TO PRECASTING, STAKEOUT, INSTALLATION OR CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THE SITE PLAN. THE ENGINEER WILL REVIEW THE PLANS AND PROVIDE A CLARIFICATION OR AN ADDENDUM AS PROMPTLY AS POSSIBLE. APPROVALS ALBEMARLE COUNTY PLANNING/ZONING DATE ALBEMARLE COUNTY ENGINEER DATE ALBEMARLE COUNTY BUILDING OFFICIAL DATE ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD ALBEMARLE COUNTY FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) DATE DATE DATE DATE PROPOSED TOWNHOUSE SCHEDULE LOT NUMBER TOWNHOUSE TYPE UNIT WIDTH PHASE 1A-1 1-5 5 -UNIT COMPOSER 20' 6-13 8 -UNIT COMPOSER 20' *14-22 9 -UNIT AUBURN 16' PHASE 18-1 1-5 5 -UNIT ALDERSGATE 20' 6-12 7 -UNIT ALDERSGATE 20' *13-20 8 -UNIT AUBURN 16' 21-25 5 -UNIT COMPOSER 20' PHASE 8 1-8 8 -UNIT COMPOSER 20' 9-16 8 -UNIT COMPOSER 20' 17-24 8 -UNIT COMPOSER 20' 25-32 8 -UNIT COMPOSER 20' 33-39 7 -UNIT COMPOSER 20' 40-44 5 -UNIT COMPOSER 20' 45-52 8 -UNIT COMPOSER 20' 53-58 6 -UNIT COMPOSER 20' 59-64 6 -UNIT COMPOSER 20' 65-69 5 -UNIT ALDERSGATE 20' 70-75 6 -UNIT ALDERSGATE 20' 76-80 5 -UNIT ALDERSGATE 20' 81-87 7 -UNIT ALDERSGATE 20' 88-90 3 -UNIT COMPOSER 20' 91-97 7 -UNIT COMPOSER 20' 98-104 7 -UNIT COMPOSER 20' 105-108 4 -UNIT COMPOSER 20' I 109-111 3 -UNIT ALDERSGATE 20' *112-119 8 -UNIT AUBURN 16' 120-127 8 -UNIT COMPOSER 20' * DENOTES AFFORDABLE DWELLING UNITS SHEET INDEX 1. COVER SHEET o ,A I IS 4. PROJECT OVERVIEW 4B OPEN SPACE EXHIBIT o 5.-1-2A�, UTILITY PLAN (SHEETS 5-10 INCLUDED) Ln 13.-29A-. GRADING PLAN (SHEETS 13-18 INCLUDED) �+ O 21.--26-B- STORM SEWER PROFILES (SHEETS 21-25 INCLUDED) 27.-28. co oo STORM SEWER COMPUTATIONS 29.-35, p SANITARY SEWER PROFILES (SHEETS 29-31, 34-35 INCLUDED) 36. SANITARY LATERAL SCHEDULE 39.-40. w PLAN AND PROFILE -ELM TREE COURT 41. ^�---,PLAN x PLAN AND PROFILE -ELM TREE KNOLL & POCOSON ANI PROPLE ' WOOD COURT 43. 4• 44B. PLAN - jgRSEY PINE RIDGE P PLAN AND PROFILE -SILK WOOD WAY, & SILK WOOD AND PRGFII E SUNSETDRIVE'& ST IVES P eAH AND E rIRPVC COURT ATC 44Q 49. PRGFISUNSET RT 2Q---INTEIRS€rTIQ_ISI IMPROVEMENTS (COLLINS ENGINEERING PLAN) 46. WATERLINE DETAILS ILS 47.-`_-_ A POST DEVELOPMENT DRAINAGE PLAN (SHEET 47 & 49 INCLUDED) 51-51 A. CONSERVATION/LANDSCAPE PLAN, DETAILS, NOTES, & COMPS 52.-53. 53A. 6�. CONSERVATION/LANDSCAPE PLAN PGN9 DETAIL PLAN * LINED OUT SHEETS NOT INCLUDED IN THIS REVISION SET. SHEET NUMBERS IN (" ") ARE INCLUDED IN THIS PLAN REVISION. OF Y ®� 0C, S. MA IK Z. Lic. No. 19 98 ENGINEERING GROUPIE PROJECT STATUS 2/22/11 IREVISED PER COUNTY COMMENTS 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED ®�®� p��l ��� LOT LINES 59-90, 105-11 & REGRADE ®� Ir q��'A TO ELIMINATE RET. WALLS ���®0 00W###+444044" 14%" 5/21/10 REVISED LOTS AND GRADING 2/4/10 ADDRESS COUNTY COMMENTS DATE: 4-18-07 06-19-09 ADDRESS COUNTY AND ACSA COMMENT''SCALE: N A 03-06-09 ADD PHASE 4 ROADS 12-12-08 ADU REVISIONS DESIGNER: JDT 5-13-08 ADDRESS ACSA COMMENTS DRAFTSMAN: JAC 3-31-08 ADDRESS COMMENTS FILE NO. 2-14-08 ADDRESS COUNTY AND VDOT COMMENT SP -024F DATE I ACTION SHEET 1 O 53 G:\PRO]EC"RBriarwood\ENG\DWG\00-KOOOI.dwg, COVER, 3/3/2011 10:06:3E AM, frankj, 1:1 0 00 o w N � w o Ln �+ O + 0 E co oo I� 00 p 0 u �n C/DCD �Q r- Ln �_ w 00 Ln ai x zn .o tom,, !� o u W Z W • 1� cn ti✓`�J u C o N W CL a��No cd a� 00 00 ono V� oc 4 CD cri 00 a' In o �n o G OF Y ®� 0C, S. MA IK Z. Lic. No. 19 98 ENGINEERING GROUPIE PROJECT STATUS 2/22/11 IREVISED PER COUNTY COMMENTS 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED ®�®� p��l ��� LOT LINES 59-90, 105-11 & REGRADE ®� Ir q��'A TO ELIMINATE RET. WALLS ���®0 00W###+444044" 14%" 5/21/10 REVISED LOTS AND GRADING 2/4/10 ADDRESS COUNTY COMMENTS DATE: 4-18-07 06-19-09 ADDRESS COUNTY AND ACSA COMMENT''SCALE: N A 03-06-09 ADD PHASE 4 ROADS 12-12-08 ADU REVISIONS DESIGNER: JDT 5-13-08 ADDRESS ACSA COMMENTS DRAFTSMAN: JAC 3-31-08 ADDRESS COMMENTS FILE NO. 2-14-08 ADDRESS COUNTY AND VDOT COMMENT SP -024F DATE I ACTION SHEET 1 O 53 G:\PRO]EC"RBriarwood\ENG\DWG\00-KOOOI.dwg, COVER, 3/3/2011 10:06:3E AM, frankj, 1:1 cc o w w o v> Q E r� I� > c � w (_D zn o w � W Z W z C o CL o Qz w Y O ry Li o 0, z L0 tw- O v w V)Z z z 0 J w Q I - Lu 0 0 0 Li r-- � Q o - O z OF Y ®� 0C, S. MA IK Z. Lic. No. 19 98 ENGINEERING GROUPIE PROJECT STATUS 2/22/11 IREVISED PER COUNTY COMMENTS 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED ®�®� p��l ��� LOT LINES 59-90, 105-11 & REGRADE ®� Ir q��'A TO ELIMINATE RET. WALLS ���®0 00W###+444044" 14%" 5/21/10 REVISED LOTS AND GRADING 2/4/10 ADDRESS COUNTY COMMENTS DATE: 4-18-07 06-19-09 ADDRESS COUNTY AND ACSA COMMENT''SCALE: N A 03-06-09 ADD PHASE 4 ROADS 12-12-08 ADU REVISIONS DESIGNER: JDT 5-13-08 ADDRESS ACSA COMMENTS DRAFTSMAN: JAC 3-31-08 ADDRESS COMMENTS FILE NO. 2-14-08 ADDRESS COUNTY AND VDOT COMMENT SP -024F DATE I ACTION SHEET 1 O 53 G:\PRO]EC"RBriarwood\ENG\DWG\00-KOOOI.dwg, COVER, 3/3/2011 10:06:3E AM, frankj, 1:1 cc E r� I� " p � zn o 1= i W Z W OF Y ®� 0C, S. MA IK Z. Lic. No. 19 98 ENGINEERING GROUPIE PROJECT STATUS 2/22/11 IREVISED PER COUNTY COMMENTS 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED ®�®� p��l ��� LOT LINES 59-90, 105-11 & REGRADE ®� Ir q��'A TO ELIMINATE RET. WALLS ���®0 00W###+444044" 14%" 5/21/10 REVISED LOTS AND GRADING 2/4/10 ADDRESS COUNTY COMMENTS DATE: 4-18-07 06-19-09 ADDRESS COUNTY AND ACSA COMMENT''SCALE: N A 03-06-09 ADD PHASE 4 ROADS 12-12-08 ADU REVISIONS DESIGNER: JDT 5-13-08 ADDRESS ACSA COMMENTS DRAFTSMAN: JAC 3-31-08 ADDRESS COMMENTS FILE NO. 2-14-08 ADDRESS COUNTY AND VDOT COMMENT SP -024F DATE I ACTION SHEET 1 O 53 G:\PRO]EC"RBriarwood\ENG\DWG\00-KOOOI.dwg, COVER, 3/3/2011 10:06:3E AM, frankj, 1:1 RIVANNA WATER AND SEWER AUTHORITY pmolpd SAN 32 SAN SE 33 SEWER (TYP.) @SAN� 77 - ISI SAN 36 K�Wl SAN 37 SAN 38 63 64 10 f 16 ^� Q / \ AREA PASSIVE RECREATION c Ft4 SPACE) 46 Ac.) J 847,840 �70 � PHASE 5 �\ (FUTURE DEVELOPMENT) (ZMA-2004-014) s, \66 \ 26 27 30 31 32 33 PROP. SAN \ hr SAN SEWER (TYP.)_ AN001 46 45 44 43 ° 42 41 40S,37 / AN 42 SAN �'� � � �-Q ''O47 45�; 2 'y r 9 ADU cs� to 48 m 10 i .y \ �9 �\ \ ,\ SAN 49 _ l ` / 43 nm r' r— 0 50 ,, 6 vr'°► HASE 1A l ® 18 52 \ 2 1 17 53 SAN r SA / ' / , J 15 S5 00 t 3� oll 57 30 56 „A 58 i01 ODg pR/V PH S 13 1 12 1/ 2 8 4 6 7 8 9 1f I `9 JJ i r i WIN WIN /! oil meow MIN _■ A.____•_., •I�11•---JIB.\-� �• : .. ? •% a , OTE: 1 i PROP. SAN PLUG MH PER ACSA SEWER (TYP,) SPECIFICATIONS SA 2 TRACT B ,r.r100 DE3 In A^^1\1\I I1ATI/11.1 IAIl� nJ.:V vn IVlV IIVv '- Inn IVInp --ll n CI PV 2-vJ L.VIV1_V• ` „A1\A AIT ` V vL. vnvnlVl -` SPACE 081 `_— SEMINOLE TRAIL U.S. ROUTE 29 -- _�- SOUTHBOUND LANE z ---- Cr - O v 00 00 G1 - t - Ln O O N � 1-4 N O � 00 O U �j O r1- w '41 - Ln r -i v (�I ON O +�-' 1 v�Nn J N v oLno U O 4�4� o O O cn Ln Ln O � x w rr, z a O v7 d W 0 F o °' w a z w 0) L z O U F ZLd� J W L Ld OJ O o_ w o p I T--1 O z / 0 `FDE \NEWJ CONNECTIO TO F ISITNG MH - ,PER ACSA ( SAN �'- / SAN REQUIREMENTIS:\PLUG SA SEWER (TYP-) TO BE ABANhDONED. i i � ' /N TRS A A ' 10 i ir'vvuCRinR n��v1 iAiE /lI ATIA1 Allam ' A�'V vin 11 11V.V Itv � In/\ IVIn� v \7 nf\vLL. I I 1 V.B. 2904, PIG.235 -]11AIED: �: wA L'VvLI I 1.A AfT n jj� %Ilk OAF AV i I _ SAN JOHN S. SIK Lic. No. 9998 n n n_ n n n n n n n n n n n n n n ®s,iQO / / /.4z-�® 2/22/11 ENGINEERING 2 REVISEDPER COUROPROJECT NTY COMMENTS STATUS 000, � �Sf/0NA1/L � 0����1 �� 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED LOT LINES 59-90, 105-11 & REGRADE DATE: 4/18/07 GRAPHIC SCALE 5/21/10 RO SED OTS AND GRADING ELIMINATE RET. WALLS - SCALE: 1" = 100' 100 °50 100 200 10-08-09 ADDRESS COUNTY COMMENTS DT 6-19-09 ADDRESS COUNTY AND ACSA COMMENT DESIGNER: J DRAFTSMAN: JACAC ( IN FEET) 03-06-09 ADD PHASE 4 ROADS FILE NO 1 inch = 100 ft. 12-12-08 ADU REVISIONS SP -024F DATE ACTION SHEET 4 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KO401.dwg, overview (4), 3/2/20113:35:03 PM, frankj, 1:1 1 inch = 60 ft 00 00 A*V*A Is "2 6. r r-1 U 0 P-4 Ln , rzl bb L i None V in E- E- Lr) -ell I -Ell p-1 Qj -4 U r-- 0 sz) 0 O C) Ln Cn 1 inch = 60 ft 011. r4 WfH I 6)`O000jllo. 00 51 JOHN S. M SIK 0-4 Lic. No. 19998 11" STATUS 000,,0 OO&IONAL tC'�111111 ENTS L., REVISED DATE:: � EGRADE 4-18-07 SCALIE: 1 "=601 � COMMENTDESIGNER: JDT DRAFTSMAN: JBG FILE NO. SP -024F I DATE I ACTION I SHEET 4B OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KO601 OpenSpace.dwg, Open Space Sheet 2, 2123/2011 11:00:44 AM, frankj E- E- -ell 011. r4 WfH I 6)`O000jllo. 00 51 JOHN S. M SIK 0-4 Lic. No. 19998 11" STATUS 000,,0 OO&IONAL tC'�111111 ENTS L., REVISED DATE:: � EGRADE 4-18-07 SCALIE: 1 "=601 � COMMENTDESIGNER: JDT DRAFTSMAN: JBG FILE NO. SP -024F I DATE I ACTION I SHEET 4B OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KO601 OpenSpace.dwg, Open Space Sheet 2, 2123/2011 11:00:44 AM, frankj G:\PROJECT\Briarwood\ENG\DWG\00-K0300,dwg, UTILITY PIAN (5), 2/23/2011 2:45:59 PM, travisb, 1:1 00 00 x. R.O.W. 4� u P -q Ln cl�l �w V .8 co CA Lf� z(D / O u (u —6— u -7LIMITS OF CLEARING r r -n fJ AND OR GRADING < Will CA 480-26 f �5 .20 5" HDPE @ IN�474 u ::: illillilillillllllll 253 L INV - EX. R.O.W. 0 4-7 50 10, S b 'D ESMT @ 9 Ou 2027J u C) M/ IN 448.12 '3 19 2u (Z) INV OUT 447.21 0 A ��r�r`" ��„ /// ..- i i�'} j i i � � , I I ( I ( W 3 u U \0 '60 co "Co O CTt rQ ca co to (c) 00 0i 0 o co Ln co 41 41 C) 00 I)o -t 0 CC) 00 0 0 0 00 0 Ul 0 0 0 00 fL 41 1 a lu CD G) I & 0 00 SIP Ln L/ P-1 bi c� > cy LjJ CD -12A Of Lj 1 6" V cr V) <Z Ni 1-8"X TEE z CL 0 V) cn T -D 15" RP Q0 m � LLJ LLJ Ld 1 13 'o E:D co - ss LL -1 20B Lr) < -0, U) 0 10- 1:13 cp 0 (J) 0 LLJ 10 < I Lli 0 0 10,fz� CL _j 0-6 0 c ✓ , , D P\� 1 00 o Q0 � 0) 15, RCPc-p wj Cil �, 1 a S N• sE 11 t ,,�N w N —'� = 00 -,o 1-1 N T— , - < o �D cr) A� 0 c—cl -0- TM 0 CV /15 P 4 A5 ES T. DF LIMITS OF CLEARING --- OPESTM TOT LOT #1 D�EN SF "A AND OR GRADING 20 STM• C, 4z - DRAIN ES�T- 10 2196 S.F. I -STM Ea. -w 30' VE TATION Bt 11B LIMITS -7- OF CLEARING AND OR GRADING20' VEGETATION BUFFER ;ow < EX. 20' LA USE BU 6" TEIE 1-6" VALVE X. 2 LAND USE BUF ER IOTE: 1 -FHA LUG MH PER ACSA co SPECIFICATIONS w J-1 to W z z P. AP A, TR A CT B ',A,' 00 Du 8 R 1 R nJJv viralA -Kll451.8 Inn -A -Ap P A R,.GL_ B W 2K,r, 32 uc- 449.8 Ar ve —j- -E -E E AYEE E E E- ........ - ------- GRAPHIC SCALE 30 0 15 30 60 120 IN FEET I iuuu - ov is op000 00. 00 JOHNSIK u1 -Q c., 0. 9998 E -E- E E t'll-�-m- .go �m, 7 m E E -X PROJECT STATUS 000, rx O.W. ENGINEERING GROUPIE 00000% 2/22/11 REVISED PER COUNTY COMMENTS ICNAL 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED DATE: LOT LINES 59-90, 105-11 & REGRADE 4-18-07 TO ELIMINATE RET. WALLS SCALE: 1"=30' 5/21/10 , REVISED LOTS AND GRADING 10-08-09 ADDRESS COUNTY COMMENTS ESIGNER: JDT �6--19-09 ADDRESS COUNTY AND ACSA COMMS � TKAFTSMAN: JBG 03-06-09 ADD PHASE 4 ROADS FILE NO. SP -024F 12-12-08 ADU REVISIONS A A A A DATE ACTION SHEET 6 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KO300.dwg, UTILITY PLAN (6), 2/23/20112:47:46 PM, travisb, 1:1 E - CIO E- E. rW op000 00. 00 JOHNSIK u1 -Q c., 0. 9998 E -E- E E t'll-�-m- .go �m, 7 m E E -X PROJECT STATUS 000, rx O.W. ENGINEERING GROUPIE 00000% 2/22/11 REVISED PER COUNTY COMMENTS ICNAL 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED DATE: LOT LINES 59-90, 105-11 & REGRADE 4-18-07 TO ELIMINATE RET. WALLS SCALE: 1"=30' 5/21/10 , REVISED LOTS AND GRADING 10-08-09 ADDRESS COUNTY COMMENTS ESIGNER: JDT �6--19-09 ADDRESS COUNTY AND ACSA COMMS � TKAFTSMAN: JBG 03-06-09 ADD PHASE 4 ROADS FILE NO. SP -024F 12-12-08 ADU REVISIONS A A A A DATE ACTION SHEET 6 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KO300.dwg, UTILITY PLAN (6), 2/23/20112:47:46 PM, travisb, 1:1 SHEET SHEET----/ \12A l 12 = SHEET ----<SHEE 10 BRIARWOOD PHASES 1A, 1B AND 8 SHEET In SHE E7 SHEET INDEX H 9 7/1 SHEET SHEE SHEET 5 6 8 x, 000� Z olo 15X\ X (V loll -A /Z m tk/ 10 1-8"X6" TEE 1-6" VALVE 1 -FHA N. 77 I- "X6" TEE 1-6" VAL V I—F 7 g V, '0 cN .00 'Z CAKI '0 ST 8:')\ U 71 \ r / \\ \ \ \ / \ ''i '` % \ \ \ s Z/ li 00 Ln A 'N P-( N 5' R loll INA AS MENT F 0 \ j ( \ / \ / \ �/Z� 4 < > �14 LLJ N O\ w -7 X \ /C —1 43 0 V rp -12.8 y J >\ > r > 0 i J LLJ LO < \ \ \ / \ \ j �P� / '/ \ / ' \ 0 LLI LL, LLI 0) --j 17 4- 30 Lf) 0 (D LJ 41,ro LLJ LLI w0 0 1;ice0 v 10 LLJ X i 0\ �2 /` \ < > \ / /%'" / > \ \ 0 SAN '1 8" t7 - Q) 07 A - Ir I X6" RE VALVE r �\\ \ \ \ / / �� -FHA lool -01 /> AN 11 0) 35 4 100, 7 --3, CPO z \IA 0 > v \\ �\ / �'"(� Or -a E. Z 0. 0 r r X560 �4 SIOF E m 9-C7 N z pq OPEN SPACE \0 IW ro 01 i\Y STM 3 -1 23 CESS SMT. 010 201 STM. 7 ESMT, 31 B / \ \ �`� "� 41C 4' Zip 92.6 4? L 'A J—/ / 00000 35' STM. p 1 00 0 0, 0 0 cv) N 41 CD 00 0 to 0) 32 DRAIN ESMT. > 1<1; 0 LO 00 -t 00 n — -0 00 0 C -A %%- to TOP=452.6,3 cn INV 1INT JOHNS. SIK 22 POP. W. 01 tic. No, 9998 L TZ '17"Ta7FTE R'000 I RT6 ENGINEERING GROUPE PROJECT STA -us 2/22/111 REVISED PER COUNTY COMMENTS 4-18-07 I T- GRAPHIC SCALE 8T AN, E 11 ACS 9 S 10/13/10 REALIGN ELM TREE KNOLL REVISE SCALE: 1"=301 --F---FT- -8" S LOT LINES 59-90, 105-11 & REGRADE 30 60, 120 TO ELIMINATE RET. WALLS - DESIGNER: JDT 5/21/10 REVISED LOTS AND GRADING DRAFTSMAN: JBG 10-08-09; ADDRESS COUNTY COMMENTS FILE N0- 1 inch = 30 IN FEET ft 6-19-09 . ADDRESS COUNTY AND ACSA COMMENT7� SP -024F z 011 MATCHLINE H LET SHEET 7 OF 53 Kl.## DATE ACTION G-,\PROJECT\Briarwood\ENG\DWG\00-K0300.dwg, UTILITY PLAN (7), 3/3/2011839:49 AM, ftanki, 1:1 00 N llu -1 �> '-4-4 (D 00 L r-� ®ter o A P-4 U 0 0 u C) O N JJJJJJ 4� '5 Cq N m P-4 Cn C) U U 61 r- I - - 1; �' 15 "'4 '0 ST 8:')\ U 71 \ r / \\ \ \ \ / \ ''i '` % \ \ \ s Z/ li 00 Ln A 'N P-( N 5' R loll INA AS MENT F 0 \ j ( \ / \ / \ �/Z� 4 < > �14 LLJ N O\ w -7 X \ /C —1 43 0 V rp -12.8 y J >\ > r > 0 i J LLJ LO < \ \ \ / \ \ j �P� / '/ \ / ' \ 0 LLI LL, LLI 0) --j 17 4- 30 Lf) 0 (D LJ 41,ro LLJ LLI w0 0 1;ice0 v 10 LLJ X i 0\ �2 /` \ < > \ / /%'" / > \ \ 0 SAN '1 8" t7 - Q) 07 A - Ir I X6" RE VALVE r �\\ \ \ \ / / �� -FHA lool -01 /> AN 11 0) 35 4 100, 7 --3, CPO z \IA 0 > v \\ �\ / �'"(� Or -a E. Z 0. 0 r r X560 �4 SIOF E m 9-C7 N z pq OPEN SPACE \0 IW ro 01 i\Y STM 3 -1 23 CESS SMT. 010 201 STM. 7 ESMT, 31 B / \ \ �`� "� 41C 4' Zip 92.6 4? L 'A J—/ / 00000 35' STM. p 1 00 0 0, 0 0 cv) N 41 CD 00 0 to 0) 32 DRAIN ESMT. > 1<1; 0 LO 00 -t 00 n — -0 00 0 C -A %%- to TOP=452.6,3 cn INV 1INT JOHNS. SIK 22 POP. W. 01 tic. No, 9998 L TZ '17"Ta7FTE R'000 I RT6 ENGINEERING GROUPE PROJECT STA -us 2/22/111 REVISED PER COUNTY COMMENTS 4-18-07 I T- GRAPHIC SCALE 8T AN, E 11 ACS 9 S 10/13/10 REALIGN ELM TREE KNOLL REVISE SCALE: 1"=301 --F---FT- -8" S LOT LINES 59-90, 105-11 & REGRADE 30 60, 120 TO ELIMINATE RET. WALLS - DESIGNER: JDT 5/21/10 REVISED LOTS AND GRADING DRAFTSMAN: JBG 10-08-09; ADDRESS COUNTY COMMENTS FILE N0- 1 inch = 30 IN FEET ft 6-19-09 . ADDRESS COUNTY AND ACSA COMMENT7� SP -024F z 011 MATCHLINE H LET SHEET 7 OF 53 Kl.## DATE ACTION G-,\PROJECT\Briarwood\ENG\DWG\00-K0300.dwg, UTILITY PLAN (7), 3/3/2011839:49 AM, ftanki, 1:1 00 00 c" cj (N 4-4 CD 22 w! w4v 11 4b. V \Pxb P.R.W. u 1J 0c) AMR& CIO me z 0 P Lq < 4 4 PROP. Vj CIO T LINE E SWM ESM CD -rj I- ;-4 Ln -t 't Z 00 1.14 JTM ]EWj AN� AJCNJESMT. ", 1-8 jXB­ JEE� 71 OPG NC. 31 ter\\ \ \ j / / P - �?c ;�� \ E X. 0 I. / \ V cu) Zz > N " , 1 \ \ `'MAT 21 �tH x \ , \11-� Av -iICA QIN Iw 0 CTt rQ X\ C) p - ! 0 Cn Q - " (0 01 0 z 0 CA) --j IN' c cn (3) a -TM x )S 8 5' \< tJ1 S W4 Cq ac i i I 1 I I I i j j I I I i i I \e �P� \ \ \ �� >1 bi- � \ S �� �6 % 4 li LOCO) 19 15" RCP 15" RCP Q 27 .\ �� / \ / p "�'.� U s� U c"?c R R C) C T URE 00 Ln 4 5 rSTM`I Q� STM 7 A AKI B c- FFER CIE- Cl �N X\ 30' VE TATION BU 30' VEGETATION BUFFER OPEN SPA 40' STM. 429-0 DRAIN ESMT.55 w LLJ > a; cs V) 6-� USE BUFFER"// 1��EX. 20' LAND USE BUFFE%R I; i MR, 20' LA R R15 tf BE Li (D -J Z LO < Or ui C5 A U-1 LIMITS OF CLEARING --------_D AND OR GRADING LO 0 R.9 wi sn < Jjj W 15.0' CD CLI X. SAN SEW ESMT 449.69 O08 wl RIPR PVDOT ­ < Lu 0 ou �mq WEIA CON T =449-" Z Lllvll S R 0 AN NG PROP. R.O.W. 1)4, qc, 0 "/Vl FSS `2 0 F 0 40 EX. 20' STORM DRAINAGE 1111 STORM SEWER, TO B-E- VACATED CONTRACTOR TO PUMP AROUND TRENCH, MAINTAINING SEWER SERVICE AT AwL TIMES. 's \ 1 EX. 20' STORM DRAINAGE �- \� /` a QJ \ �- TO BE VACATED Pb TRA "k"CODBRIA R co A Cv \ 1 '� -All IIAP -'El 42(3 PARC D.B. 2904, PIG 32-,551 SA ZONE-. A' EX. 20' WATERLINE ESMT EX. TEMP. SWM EASEMENT ���i� / PUBL 2 TMTIR-A-t - tv'1100DBR�A ACI DRAIN -R ASSOCIATES 1-8"X6" TEE OP. INV=404-00 A TA L�l A P 32', PARCEL E- 1-61.1 -6" VALVE STM vl- 2CIA, P11 30-35 1 -FHA STM '41 1 (1011 6 PROP. P= 10 E- R PREX. 20' STORM DRAINAGE EASEMENT PROP. TO C/D INV=404.75 N 5 D G. BEND 0 STM TOP OF DAM 1 '0 TM 37 36 3,281 SF HEREBY LQ c = 0-4 EX. R. 0. DEDICATED TO 1:4 THE COMMONWEALTH z E- CO TE R �Y SWM EASEMENT J— OF VIRGINIA 411le EX. INV=396.49' E WA E TO B TE"Aa-P' N �D�� EIS REMOVED EX. STM PROP. R.O.W. W. DRAIN ESMT. z WZ SAN 9 R,�q 0--( f 'v/ E\< 11 45 DEG, END 3 06C --R-0 - - SNOWS= WAS09MM 7\7'�, v E E 425-3 R INV =403.7 398.9 By OTHEI'::11'­­, VDOT STD. ES -1 SAN 24" RCP� 8 @ 1,0% S SEW TOP=409.0 130 L.F. INV.=405,0 WATERLINE TO BE EX. R.O.W. EX. R.O.W. 492.0 INSULATED AT CROSSING 401, Ld- SHOUL.=498.20 01�mMeff%m rm5,72NOW, S�ZRLWHM` pff9mmO iL•20� wmi-il'a'awm E929 -mom PANIffiffilya" m7fimmma ERIONEW NWAWREM MUANNnm MENEM= Malmmm= mffmmmmw nammmon* < 4:�C-AT4 U) OZZIE= C7' -L------- -a 151 1 �lr -�-414.7 409.3 4071 402.8- 400.8 400.3 /-400.9 NOTE BOULDER ROAD INTERSECTION IMPROVEMENTS PC -27,80 STK 4 AND CONSTRUCTION WILL BE 30�1 PERFORMED BY OTHERS 301 EXIST NG LOCATION _---o INV. = 490.00 STM TRAFTC SIGNAL POLE 1' +00 '12+00aaaaaaaO 7+00 9 104-00 1 EX. ACSA 11+00 13+00 "14+00 15+00 16+00 %,Ok '�TH 0p0000 11 0", 11-TS&V tE xx N EX RWSA�------ VALVE- 1-8" VALVE STM 7-1/vo BYPASS V LVE EX. 12" Rvtv&,,l W/L S W— \1 0 EX. RWSA Q�CONTRACTOR SHALL COORDINATE WITH SA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE INLINE VALVE -Existing 12" RWSA WL TO REMAI 0 NOTE: 407.0 EXISTING RWSA 12" WATEfRLINE. CONTR TOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" -j;,EI7E-R TO SHEET 30 FOR �'X -�WATERLINE DURING CONST -RUCTION AND PPING� 71-- APPROX. LOCATION 01 P41T ELEVATIONS. 413.0 410.7 405.4ONTRACTOR SHALL VERIFY THE HORIZON JA�,YERTICAL LOCATION, THE OUTSIDE DIAMETER AN8014�PE --NORTHBOUND LANE MATERIAL OF THE 12" WATERLINE PRIOR T ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 THE EXISTING 12" WATERLINE SHALL BE COMPLETELY EXPOSED BY THE-SLBUSINESS DAYS IN ADVAN[CE OF THE TEST IT AND SHALL PRESENT DURING THE TEST PIT. TTHEJARRIN-G- - CONTRACTOR FOR THE ENTIRE DURATION OF THE JACK AND BORE EVE--SAtL-B-ff H-AP-PROVED-� BY --BY-- �F7BEING 0 -G ORDERED.THETAPPINGCONTRACTORCONTRACTOR SHALL BE OCESS TO CONFIRM SEPARATION BETWEEN THE EXISTING WATERLINE APPROVED BY RWSA PRIOR TO THE TAP. V F THE i' v ANW­ GIII 3H POSED O CASING PIPE. RWSA SHALL BE CONTACTED A NIMUM OF' 1, EU INE B� AiIV&"P-R�IR TG �o 'n ON' OF THE TA�ING SLEEVE. MINI�"Akbf BSESDINESS DAYS IN ADVANCE OF THE START OF THIS ORK-S �A- S,SHALL BE PRESENT WHILE THE CONTRACTOR IS THE 12"X8" TAPPING SLEEVE AND VALVE SH L BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT OF THE EXPOSING�'ZRL NE 12"X8" TAPPING SLEEVE, A CONCRETE PAD A THRUST B�Q?C. EX. 10" SAN, SEW. AND DURING THE JACK AND BORE PROC��S gLL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO CURE FOR RS PRIOR TO CONDUCTING THE TAP. \ / NO PERMANENT CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY FOR SERVICE. SEE RWSA GENERAL NOTES ON SHEET 2. GRAPHIC SCALE PO 00 30 0 15 30 60 120 -4- JOHN S. SIK IN FEET Lic. No. 19998. 1 inch = 30 & S ENGINEERING GROUPE PROJECT STATUS COUNTY �e Zk " 10 13 10 2 22 11 REVISED PER MME&O REALIGN ELM TREE KNOLCOL PL.NTS 00 , REVISED 0000I0#111,NAL 400440 LOT LINES 59-90, 105-11 & REGRADE TO ELIMINATE RET. WALLS DATE: 4-18-07 5/21/10 REVISED LOTS AND GRADING SCALE: 1',=30, 2/4/10 ADDRESS COUNTY COMMENTS 10-08-09 ADDRESS COUNTY COMMENTS DESIGNER: JDT 6-19-09 ADDRESS COUNTY AND ACSA COMMENT! -DRAFTSIVIAN: JQG 03-06-09 ADD PHASE 4 ROADS FILE NO. 12-12-08 ADU REVISIONS- SP -.024F DATE . ACTION SHEET 8 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KO300-dwg, UTILITY PLAN (8), 3/3/20118:45:29 AM, frank, 1:1 SHEET SHEET�� 12A 12 / �_­<�SHEE SHOEET BRIARWOOD 11 PHASES 1A, 1B AND 8 SHEET INDEX SHEETSHEET 7 9 SHEET SHEET 5 6 SHEET 8 l I _ i " -TH SAN. SEW �,,,,,•� PROP• V IAB�E WID l00 618' W 1,912; m' X/ 1,843 ¢ h yrs k 1 2,630 ¢ 1 \1 N 3 OR Ty i" TOT LOT ACCESS ESMT. STM / ASPHALT,t Op9/ `V j 09 PATH It` I 1/ r,� S a g it 1 /P � � 109 ._..- O � --_. j � r� VA 0 2-45° BEND / S W(l—bAdATERE�LINE LUG) -ACONN C �T TO1pg 3g S��N O . GRAPHIC SCALE 30 0 15 30 60 120STM �40 PUBEE*,0 DRAINESMT 09 \ O 1X6 ATEE LVE OSS o ; \\\\ \C p�/g�/C qi 1N FEET 1-6 ) STM 1-FHAy 1 inch = 30 n. 107 O� 20' W/L �> e`� N SPAC\_ w� SS /'ESMT. ®KE STM.^ v 106 1� -FHA 0 // o hi C, /loll 2 meg' �P 2�vq 1 °c lol LIMITS Or- CLEARING / AND OR RADING Ui �' Y / 1�i-'�STM •Q D`,,E10 <�'p R%W� .� \<o�o / {�'� HH -2 / \ Pia L i (i 8"X6" T / •-- V � c� Com, <z_ .s 15" RCP _® \ ~ \, — S� 484.7 J O�� 'SC DRAIN O �• \ IN ESMT. 484. Imo\\ A\ PUB 7C STM � Ir A i s f ^ \ AN48 0 �� ` i \ g' D A,• BE STM \ � Cc '� STM s �k j � fi \ �, � ? :��•--fes ,�� /� \ \ \ eFNp � ti l STM yG' \ STM i. \\ \ .;� 0 � OO � \ \ (� \ � f V 1 ENPA OF O 10 t 5 \ \ cv 3,\ Ly�q,�� Sg F /IleTM 6, HI CHAIN S� TO OiOtijF••i- �F �F O 2 STM —yT>> 09TFOcF°mac' 05 10' *S ASPHALT ACCESS ROAD 101\ \ '/-1 STM I 05 � ` NV. 46 dQ> S " \ \ / 20' w STMLo m1 6" A E \\ A 191 X 10'W 9, Fc �� 4b STD. VDOT EC -1 fO q / / / / �/ F� CL I RIPRAP FX 8 N. SSW X— �- 00 00 N O (Z; uw�� O -0 or -0 0 t O U t ' � o N o d �- 00 o w t -n \o 3'a G� � N � vvO�o U ; o Ln o c� o w w o Q > cy- U) � z -' O o Q w Y Ln oLLJ ° � L z Ln O C/,)Q U W Z z z � c� Lij J Lr 0 0 0 Li M_ I— \ Q O � O Z FpE F� R B BRI,^-RPV`1'OOD X 1 Int QI"TjI ER' ��VIVILVYVIVLI\.: /` \ m � lam` `J \'__ '// �✓� � A �1 ^^/l/.,ATI/'\A1 IAI/, 1/ I D `tel --- �I -1I-lY I�Nv Y � / I V)z /' �I _, z, � T �' / •... PARCEL p32Gp-02—vv — p 97, v O 13 •Y �9/ r� \I->lltED: PP.� L_IYLV. . 'f1C vJL: vPEiv SPw^E PH ii SAN I/ l 06 s 5000 � Os oo 17 S�� + O / % " S Tc S JOHN S. ATUSIK `\ /i ` FF , `. 61 ®� Uc. No. 19998 Aq� A l \� 00,% ON '�� "� \ _ Or I ENGINEERING GROUPE PROJECT STATUS -- 2/22/11 REVISED PER COUNTY COMMENTS DATE: 2 \ 1 `, 4 �_ '- 5/21/ 10 REVISED LOTS AND GRADING 4-18-07 / SCALE: 2/4/10 ADDRESS COUNTY COMMENTS 1n \, 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS �r / \ / � � �` t ��---�---'� `-. DESIGNER: JDT / _� I i lvl� 1 ' - 8-31-07 ADDRESS ACSA COMMENTS \ i 7-31-07 REVISED PER COUNTY COMMENTS DRAFTSMAN: JBG FILE NO. SP -024F s 4-18-07 REVISED PER COUNTY COMMENTS SHEET g OF 53 DATE ACTION G:\PROJECT\Briarwood\ENG\DWG\00-KO300-5.dwg, UTILITY PLAN (9), 2/24/20113:31:06 PM, frankj, 1:1 ►-�-i E-+ E� O V 1 rW V 1 FpE F� R B BRI,^-RPV`1'OOD X 1 Int QI"TjI ER' ��VIVILVYVIVLI\.: /` \ m � lam` `J \'__ '// �✓� � A �1 ^^/l/.,ATI/'\A1 IAI/, 1/ I D `tel --- �I -1I-lY I�Nv Y � / I V)z /' �I _, z, � T �' / •... PARCEL p32Gp-02—vv — p 97, v O 13 •Y �9/ r� \I->lltED: PP.� L_IYLV. . 'f1C vJL: vPEiv SPw^E PH ii SAN I/ l 06 s 5000 � Os oo 17 S�� + O / % " S Tc S JOHN S. ATUSIK `\ /i ` FF , `. 61 ®� Uc. No. 19998 Aq� A l \� 00,% ON '�� "� \ _ Or I ENGINEERING GROUPE PROJECT STATUS -- 2/22/11 REVISED PER COUNTY COMMENTS DATE: 2 \ 1 `, 4 �_ '- 5/21/ 10 REVISED LOTS AND GRADING 4-18-07 / SCALE: 2/4/10 ADDRESS COUNTY COMMENTS 1n \, 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS �r / \ / � � �` t ��---�---'� `-. DESIGNER: JDT / _� I i lvl� 1 ' - 8-31-07 ADDRESS ACSA COMMENTS \ i 7-31-07 REVISED PER COUNTY COMMENTS DRAFTSMAN: JBG FILE NO. SP -024F s 4-18-07 REVISED PER COUNTY COMMENTS SHEET g OF 53 DATE ACTION G:\PROJECT\Briarwood\ENG\DWG\00-KO300-5.dwg, UTILITY PLAN (9), 2/24/20113:31:06 PM, frankj, 1:1 6:\PROJI:CT\t3riarwood\ENG\DWG\00-K0300-5.dwg, UTILITY PLAN (10), 3/2/20113:33:38 PM, frankj, 1:1 r ! E I i i i f i a•, r/r- -- / 00 Lq '1 , , 1 r i , t 1 /1 ! I r r I I 1 ;. I I 1 t t ! - ";:., _: �.". 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J P, Zg R��� G s�� z�y 6, / �, \\� / ° :----- w 5vv�' �•v� rn t- ` ,\ --� ^,�- ��t0�c� �u�e� moo\ Q, 3�C\ J o 0 o��� o " •,�° - PERMANENT W.S.E.=403.2 ` 14 o R\�S� 9� 6� �' Z KY U Gf�AS 1'ERI�z1NE � >,/1,',,'\• ,%� o' / a��-- ,' SF- � F r'' Gj / < ! KEN1'1JC � _ / 12 r GRAVELENr /rJ / r / 2� i�`�ii o� �y \N I gE°t (' P �`��\\� / r �• / CHANNL 015 lz YR Wi S E =404 ♦ f AC6_--` m 10 YR Y� 97 r CESS r, r r J♦ Q� \ c�'\\ 2 ___ ___ _ - ---- z 55,L X"2 aW 1 ` \POND#fi\\ I�ERGENCY``S It�L \\ S ESMT. r r' r ti� / ��M b cSP! / `g9 '�'; ,. S ST ` SEE DETA l gt 97t \ 97A` E i F\ F5 v t ' ,' r' /! 1/8 --s APPROXIMATE LOGATQN OF PONQ•,PROFILE C%1L 1 V TIDE ,1 i A 4ymmawm � `, •'� � r Oljh..REiI E ,'' � "' U T � 14- c; RISER`,STRUCTk�RE � 97A , ', ,! ; :1 � ` ~` _`-. _�„►..- �""" -_._. _ D ` , ' `� r' r %! ,,L*� j '=a y �� i r1 �,� f Cy; ' #- /.%' ' p�t\ i ,J !` '�t3` X i k—� !y` �' ♦ 7 b3 J J• r s4 \ t ` tY ': \ -J"K, ,r ' C 1 r I• r I ! , 1 f ! ! 1 E I / � ,r000r, / - cp 000 /'' ,r' r � � 1 I , ' k I if1 , , - 3 I ��- ^t!__ ,.� ..- r '�. s c ) tit , t'' - 1, y -',5. ,..�,•_- 14 ! , I I 1 \ '�, . a . x w r ✓ n 1 , y ;v .. �. l ,,, GG , ,/ t;l' , , r , 1 ! , , , 4'1 ___v - r!f ,•/ !' 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I r o , ( ' ` / '\ O EX. 20' 5ANITAIY 1 / I J ; SEWER EASEMEINt, , , } k ♦ -ell DRAINAGE ESMT: -------------------- _ M ll/!\/\I'\r IA ArCn/•IhTf-C^ \ nOO'L/BREnR nJJV vIn1 LJ ` \ ------------ SO 404.9 `, `\ `. ` AC`C(♦I,I A TI nAI 11.1/\ - I t / `,,\ ` \` 1 `! ,11 ` `l `` \` \ \\ , \\`\ ��\ `� _v � V . nJJv.JlnllVly nv. a3 1 y `, ` ~Tc?: IYiAP .;2G PnRC'EL 1 0 V.a, 2904, 3e \ S \—NOTE- ALL �,,^j LVIY III\I-V / ` `, `\ k \ ' \ VJE: `Y —„VT ` \ \ +. \ \ / }: \ ♦ ALL OPEN SPACE AREAS THAT HAV.; PROPOSED SCOPES Cn \ \ ' ,' EXISTING MODIFIED YARD INLET `. ' `, ;, r THAT CONVEYS RUNOFF FROM � ; ` \ `. OF 2:1 OR GREATER ARE TO HAVE DAYLILY, ENGLISH, IVY OR \ 'RAtt= —JAPANESE IHGN.�YSUCKLE OR EQ l ALENT USED AS - j I ;e "CAW",PIPE SYSTEM.-_ _ GROUND COVER PER THE�VIRGINIA EROSION AND SEDIMENT CONTROL EXISTING TEMPORARY CONSTRUCTION EASEMENT I ' �' � ,� ; \ DEED BOOK 3579 PZE.A129 -- - r ' HANDBOOK TABLE 3.37-C. ` IN 06.8 \ I I > CJ \ \ \ EXISTING PERMANENT i Al ER LINE EA,SEME JT _ _ I ` E E I I E E E E E E E E DEED BOOK 357{9 PAGE 129 '', `} `_- E ��E E \ _ �1 \ E E E € T — 7— ANIN W _ W _ 15" RCP`` �— _ c `= `ate' ��\���\`- \���� 2H O�g��0 I ` 05.) / .,.,1 y�.��.,.�.--!_�'�- ,• �— ,' , '� ! �0�f`\ — �_ ! / 30 'y0f 15 34. ` 6Q' 120 ®� r / ` J` ®� J Uc. No. 19998K W 1 P IC STOR�vi N �`- r' I EX. WA /' `~ - _ %'' r' //1 inch = 30 ft 1 r �z t'NO NSTRUCTION ACCE S ALLOWED DRAINAGE ESMT. ? .' /' !,!! <` - ��-- _ ,'' ENGINEERING GROUPE PROJECT STATUS 0000 J /' / % f '� l - 2/22/11 REVISED PER COUNTY COMMENTS %0 �IONAI, +k10 _/ 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED ��+������� O 407.d- 409.5 i tij i' i \ `,\ LOT LINES 59-90, 105-11 & REGRADE DATE: PHOT -O 1 PHOTO 2' t \ 3 \ TO ELIMINATE RET. WALLS 4-'�-07 \ ,1 \ S,EMINOLE TRAIL U.S. ROQTTE 29 \ SCALE: =30 5/21/10 REVISED LOTS AND GRADING \ \ - \�` - \ _ y- 0,08, 09 ADDRESS SCCOUNTYOCOMMENTS DESIGNER: JDT ' - --~"" 7— DRAFTSMAN: JBG 06-19-09 ADDRESS COUNTY AND ACSA COMMENT `\ .` _ — — __ — -- �• t--- -=— �" — 1 `_y ~ DD PHASE 4 ROADS FILE N0. SP -024F y� --DESIGNATES- cA-M€i,A-LCCATi____ 0R _?HOT__0 S ABf3��t 3-06-09 A P A -- -------------- _ DATE ACTION SHEEN 13 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K0600.dwg, GRADING PLAN (13), 3/1/2011 3:52:03 PM, frankj, 1:1 i — — 00 Loll 00 Lq CD _ I f R.O.W. \ I _ _ -� - ; W �j C3 N '++ �-----'"`---'`_✓- a� � cCl' �• I 1 I I Ln co I i I \ - LIMITS OF CLEARING f �� �; 000 � o j AND GRADING ��� - ---------------- -- -- -- d W ,d� OR GRAD �y0 tA �'^'------ �`--`\\ MOP=480•L.�.20 \ C5 - `\. ,.. --�''a �' HDPE 1. ` ---- -- ��w~ - �- ---------------- 0 r � =4 ' - 253 LF -15 -- — --- - --- - Q cn v ® 8 CA INV. OUT=4.74.00 ' -- /'\ \ r ~ - a EX. R.O.W. -------------- i ri v 'l ` �y:. �t OUB 1 1 4 - :� r / pF/y15 ✓h46R j \/ \ \ _ ------------------ 77- N a 'i- r Q0`- '� 0M — v 1 \/ ------- 465._ ------ --- __ ----------- 0.00' _ - \160.00' \j/ 784- 824 81 ++7 g 0'%` +. 792 $ 79$- BD r + 10' BRL 11 F" + 7� 73a � - 7 • El. E © R1P I 78� + 79+ -8r 79 j_ f _ _ 74 10' BRL 3a l ( TOP- 2.26 ` 1 1`� HD sem►', ENING ST r6 + c81 81 z 0� 7 f t 4 th Nvr 2027 , , ,/\ 7\LF �CR� z 8 8 4 COMPOSER 762 w o e \ bN = 448.12 �.6g 19 / 0' r 7 80'- COMPOSER SER _ "_I __ _ - COMPOSER CflM OSE C POSER 7 2 74$ 7 74'1 7 0 � INV bUT = 447.1 \OP 2 gR� 77 792 C MPOSER COMPOSER COMPO oo P �___�__ fl0 1d COMPOSER COMPOSER SERIES n-- ERIE SERIES ,no SERIES RIES SERBS - COMPOSER \ N N / % CAM 55• �� i W n SEfI€S _ -- ii -1i~ S REV. r�P PtA (p E S OMPOSE POSER +tea COMPOSER S ES 11 11 REV NIT s~`�uO UNI ERP pLA SERIES ,no COMP�S£R v SERIES RER�ES II II it UNIT F -.-o °p SERIES c� y SERIES REVl u n UNIT REV. �, J co r' UNIT G a �E �o U �d t`? UNIT �r I NH A J REV. ,� SERIES PER, PLAN', --SERIES as SER u� SERIES k� 6 1$ II NIT B P P REV. I� B J Co UNITE J ELEV. D p c,+ v Owo ELEV. _ f:CI V. F 11 II of N V. II E V. eco _ - T H hQs PER PG4 �M APER ALAN cp SER PLA - P , W v O ` 1 REV. 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COMOS S !ER1E 1�P \� C wp a ti _- a3.. 6 8,c' S E a=6" VA E _ _ - --- - _ SA CG -1A � w U) 88.90' 9y/ 61� COMpO S SERCE�,C F u UNI1 f o rn� x 66 °R S _ ` _� J o POSER SERO E N V D �/ Env ;� N 63� `; i.� 65g V) LR COM S Epi. R N\C E �\ ELE �''I °''>\ a t 3 `\ -, > W 5 C SERB V� NIT D!P �' v o >z 55 � 0 � � � 1t EV• N <''� 'c9, o � � �° -iM '72 'i° 7" ,1- , 3S� COMP` - SV• n 1 C EL i ?%o �,. N11 4 ' p l 7i,> $ 6 M BRL'+ w ter I Z 5 544 R N\S A i E o �c� a -- �' 67$ Y6 68 9 1 ,' z 20B + z 5z rn w 49 501 COMP9SE0' / ' s, 644 �` tom\ I i5 n Q O. COMPOSER CO POSER SERIES oa, w \ cs 61 0 C cn rn 20 6� <� y , 5 7 ; ' ,� RL �r �\ 662 w z COSER RIES RIES EPEp p PLAN rnU, �o ¢ s� i� - �� �,, r ' r rn� c� +s Ao z w MPOSE COMPO -9 �E 1 ' IES SERIES ` _ EV/ a) I� YNIT H 0 0 \t -� 6p w ` 1 ' o i �, ..s ° "'�'' 4 0 1 �;h 1 \\ °T� Qo' c�i� a rn o S� REV. -n R ,� o .+� 2 <v cp „y, o - W V. UNIT it UN1 G 11 rn ELEV. 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STM TO'r LO -.-#1 -63 6 � 6h, ` �6 / -- \ ._____ _ ---- - -Al ESMT. 10 STM 3 _ ti / 30 VE TATION Bl _- =----"� \ � D R �`i �' �. 2196 S.F. r r r t \ , , \ 11B61' - LIMITS OF CLE \RINGnTo0 _ `\ _ - f \ AND OR GRADING _ 0 EGETATION B:1FFE\ .# .tea"" .As�''..a. — -i�` - _ - / t 7' r. r \ \ \ ` \ \ \ _ \ \ EX: ,20' USE BL \ m : - - --- ------------------ ---------- IV / / ' / J , , J . l ! \ ` \ \ - , \ \ \\ \ •tel' -8" 6» TEE --- "" - �C©NT-R OTOR--TO- , t CARE UL NOT~""~y - / �I�>T�. : r ------T 1-6" VALVE X. 2 LAND USE SUF ER r, __--" _ -" s LU/G 7I PEf� AC'A \ --- ------ � TO TURB AI AICENT CELS 1 �\ W �, \ 1 -FHA 1-4 - ING coG�ll`R�tC�Tro - _ - /�` �I JA ,�I J \ \ \\ W \ _--------- -- - ----- - ---- �- E- ----------------- - E- -------------------------- �- - - - - - - - / : _ _ \`y 45.6 --------------- Z z Q y (./ _\_ _ _ ^ l,, ` ` /j�•�`+-� / _ — "" _ w\o ` , _ ' j ,` ,' ,r` j -- \\ \ \ \, \ ', \\ \\\vVV\\ \ \, `, "\��, Yom" a \ � � / ✓ � / i r/ / � `` ��/' / / ' ' ' `/ / / - -'---_ 1 `�\ t \ \ \ `\ \\ \ \ \C'``am \ ,\ \\ „\ �' J''� `. WOO' ^'lI n A ^^Fl ` n+%r=vvinl Nlv IIvY v i ♦ env MAPpn", e n/. tvin w nh u . C t vacs. 0 r, v `\V JL. Vnvnlvl \ \ •\ I\,� 1 1 ! NOTES ' , , ,'' /'' r ���.., `\ ` I ` � ' ' \ ALL OPEN SPACE AREAS THAT HAVE PROPOSED SLOPES \ OF 2:1 OR GREATER ARE TO HAVE DAYLILY, ENGLISH IVY OR " \ HALL'S JAPANESE HONEYSUCKLE OR EQUIVALENT USED AS GROUND COVER PER THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK TABLE 3.37-C. � ' l fitR� @� T}yT d \ J ` _ ����—"��� -'� ��—._� �V_�—"y -cam �"•—� _� + �'-_—�� - � GRAPHIC SCALE 30 0 15 30 60 120 IN FEET — —/ \- - � Orr fig, JOHN SIK �--� - - - Lic. No. 1 998 ORM a 'falglelklm --c- 1 \ "..0. STATUS ���N EX ENGINEERING GROUPE PROJECT 2/22/11 REVISED PER COUNTY COMMENTS ,00 Wim' 99114®f0a� 10/13/10 REALIGN ELM TREE KNOLL PL., REVISE G' LOT LINES 59-90, 105-11 & REGRADE DATE: / 4-18-07 TO ELIMINATE RET. WALLS SCALE: '�>,-3Q' - \\ `` `+ `\ `\ 5/21/10 REVISED OTS AND GRADING J - _ y ------------------------ --------- -- - �L -----_----- 10 TY COMMENTS � 08 09 ADDRESS COON DESIGNER: JDT -----------_---_ _------~-------- 6-19-09 ADDRESS COUNTY AND ACSA COMMENT - -------------------- -------------------- - -� _--- RAS SMAN: JBG r f I \ __._----------------------------------------- -I ; 6 0 HA 4 ROADS FILE NO. -` -- _ _` -_ 12-12-08 ADU REVISIONS - I ` _ � r S 4F -- `\ A— --- -- l _ - 't --- - - - - - - _ _ - - � _ h DATE ACTION SHEET 14 OF 53 1 inch = 30 ft. - - - G:\PROJECT\Briarwood\ENG\DWG\00-K0600.dwg, GRADING PLAN (14), 3/2/20119:47:11 AM, frankj, 1:1 N ET 1 TEE 1 -FHA VALVE / o' / SA 3 R11.29 1- "X6" TEE / CO114 RAGTO - rt} BE CAREFUL NOT'' \ 44 _ / T��S VALV .� DIST ADJACENT PARCELS \� 1—F ✓DUIRI %CONSTRU N. - '/ \ \ \` •` `J .\ \ , / t : �.�_\ `. \ ,�:. i? / \ 1,\ `" 7 IN i l SAN CONSTRUCTION _ ACCESS IF ALLOWED fRA oz` ENT Ati�A A v v / A , t '', \ '` / rel i` .\,.` • ' . �. ` \,\� --' ;� . j,c _, j - - - - - - - - �-....- � -\\ ` '' t` ` � !r � '' ' fj� / ' x1i '11A U01 (10 r// f I -Q 2 i s 1~ � � N O u �C\ o xLq U C/)VJ _, Ln Cd � C� cn O s t�, 0 O t • 1w Cn t h T�7 O cn U r- �> O Q N u � CD�� O 0 00 Ln Ln 1 -- C ti r -i tTi 0 W W � Q W n= W V) � z o D_ o a w r}y Y O I— cr 0 z L . 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SAN -•;8"X6 -� � � � ' ;�` S ,,` �, �� .. � \\ `\ .\ \ OREALIGN ELM TREE KNOLL PL, REVISED SCALE: 1"-30' 30 0 15 30 60 120 63 R P C LOT LINES 59-90, 105-11 & REGRADE 62$ 1' ��' \ ' ' TO ELIMINATE RET. WALLS 6 3 ° er �� �J // \ -EX. 0 / 5 21 10 REVISED LOTS AND GRADING DESIGNER: JDT }N �� 61� z `\ \ _ _ DRAFTSMAN- JBG ( IN ter) �N '" ° '` ''. /-"+ '` \ \ �. \ '�' r FILE N0. °� S1 , '� ` S 10-08-09 ADDRESS COUNTY COMMENTS I inch — 30 1t.\ 0' B n �� r n I ' //'�tf }� _ / ` 06-19-09 ADDRESS COUNTY AND ACSA COMMEN SP -024F DATE ACTION SHEET UN 15 OF 53 G:\PRO]ECT\Briarwood\ENG\DWG\00-K0600.dwg, GRADING PLAN (15), 3/3/20118:37:04 AM, frankj, 1:1 ` 21, , 1 ; t '1 I I ) / _ U7 -. - IIV V IN =-,�` 66 1 ` \ ,\ \ ,\ .� ,\ \ -, "I ` T - - - - _ i ' �J/' r s / r r - 'L_,_ `'� I 22 �' O p '� LL I , ' _- - �I1 _ \ `` \ \ \ \ \'\ P' R W.-- , / ° r i r ! ' s' rr, r r' r QQ V.(� 1 I\ ! 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TIt41ES y _."_ ---` ^�\ ^'7 / _ / / , / --- ' , ,\ , A Sty. _ / ,� , // , , , ' ,' \ / , ' , I t ', y .�C` _ I �o '! -' STORM' DR"(4N GE I l ' i _ t� 1 `S _ , _ - - �����=- y - - - -- �[��' Q i ;' -- I cP -- 'TO,BE VACA(ED% ''\ I I z .� : '-._1r.+.-1-fir _. _ / / / V _ rrvvVG'111nry , _,_n, / / :i , r / 1 / / r / / / It/ r r v i'� r I ---' _ nJ.:V vinllVly Ilvv 'i5 / ` /� ' , --- _ �� ' `-- / --mac T -^ yin--�•-y-/: _.Pn ! rrl / / / / /' T7 i�• _ _ _ / / .., i i ' I i V i /` r l I \ /' / J / / , r I , I � V 5 I 'r^„ IIP - R �1 � ° _ A Y SEDIMEN? BA 4.54, - ___ _____ TEMPOR R SIN TO �BE REMOVED AND 7 / �v 3 ��` \ _-__������. „_, '�- '� -_ ,' _ `''.2-YR.-W.S.E.-405., , , -----___ �_V1VL� v r / \ // _ _REPLACED WITH AN UNDERGROUND SWM/BMP FACILITY �, �� - I / I` , � 1 i O_ - - ,__ - 'v vnlvl -x - E AT �I L sM ' _ _YR�'vr.s..•=4.70-- E .M A-E - -`s6-- AS TO BE SHOWN ON THEFT , ' ` , -���`'1 ''u7: ^ \ J� - U URE APPROVAL OFA I t __ -- _ _ _ . _ 10iT YR W.S:E.. ---- \ -_ _ _ _ - _ _ ` // _ - __-__ J -_---------- - SITE PLAN FOR THE UNDERLYING COMMERCIAL I \ \ti _ . ` __ plc . - / ' j � , �p _' n �` % �T - \ r, ^ PROPERTY. THE PURPOSE OF THIS SEDIMENT BASIN 1S - // �il� \ \ '� - ---- - - - -_-_ B P , . E WATER UALITY G.- ; \ ('', \� TO PROViD Q CONTROL FORT , - �� _ = EX� NATI "LMERGIN , ASSCC1nTION' In I \ \ ' �` - 1- 'X (OP. INV �, \ ^'" '^""'"n' _UNDETAINED PORTION OF BRIARWOOD DRIVE THAT IS i \ �� y � VEGETATION t- E , Ul I \ \ _ - - .,n n - J \ \ 11" - _? o -- 1 _ �` =r vrrt� , �\] . n{ vCt_ _ - j� - STM k CONVEYED TO THE BASIN VIA STORM SEWER PIPE _ - /� _ _ _ -a PH ; \ -- ,L�--_--_-_ -_ _' _ - "CONNECTING STRUCTURES 38 TO 37 TO 36. THE \ - p ERROR. 2 �. n1- 11 - _(__ - ,/ S„ Y FUTURE UNDERGROUND SYSTEM W4 L DE AT 7 - L PROM LEAST " ` - p i �� ,' („ P INS? -444.7 426-------- THE WATER QUALITY \ ,�,,IIS�II �� / COVERAGE FOR THIS PORTION OF \ _<y g?��' \ \ _ --- � _�- - --- _ gyp* __ 4��- -_--- -- _ _- AR 0 _ \ - - ,-------- E R P. ,, ,>` ,' \ I I � BR WO f �\ \ E (/ T STM TO DAM b \ + 2- -- - ----------- / /' \\ �/ '� <C _ - -% I 36 3,281 -SF HEREBY _ / / .1 i \ \ 1 ") EX. /R.O. \ - 2{} IDEDLC�TE-D T0' - - / i / �,/I I \ `-, \ - �i ' -- -D- - --------- THE COMMONWEALTH_-- - / / // / 1, i \` Edi s --I � __ .� ��---\---'I\---__/ \ry- -4 O-V1RGiNI/� / / \ \ / / - v / I , I a�a / "' _ ��----------------PROP: hETA{NING WALLU_ ,- r,' I \ y, ��"� = � _- - -� ,\ / / """\ I R _,_ EX. DI E6--_ i J C >% --- _ -- _ - - o (`���� TE` OR Y SW�E-AMENT __ ---- - - 11 / \ r -a _ __ E F E E --- __ _--- E ' _ i 1 X. 'W/C+ ES' FP . 1NV=396.49' Tt? BE VAC TFIT 41 k- --- n� --- r f` o j E EX. STM IS REM01/ED PROP. R.O.W. - - --------- ---- - -- - / ` � / r' - •, \ 0 DRAIN-ESPv4T W 25-'7� W.S.E.- X96.63 W I/ / \\\ - -- -_- - _ To, - _ N% 2 _ E --- _ _---BW - / _ � `, , it .- f '/' / I t 11 i- .(��� - -'---'---"-'----'---- - --- _ / f I \ _ ��jlU�4 - /' `, ,' X11%------- .(S, / ;' '• -'- ! / 1 .-{- \ �='i'�, _ - _ �"___� ' \ �- i; '`� - _ -- ' \\- ` ------ --- 'I 4 DE(v ENb, , /0:3- �, \ 36C � _ - - _ _ �� �!i PQ 1.4 / _ _ ' CP_ B OTHERS .�6� IDO'-SOs,7E _ � ' / ' 02 ° ` 02 014- 4-0% --- - - _99 2 ' 82 "r� I \\ c � ,� ,� _,- -mow -' --- S - _ 24' R>=1 - "_ D'. S, 11 --------- -- `` ------ -- -- - - _ -- _ - ----. 8 - a F. p 1.0% R 10' ----- -- -- -A- EX. 10 SHOULDER _ -98� - _ -3. p -. --S' -SEW.- - --1 -Y Q 1_3 - o Q - -- - - _ W - i0" _ SHOULDER _ --- ------------- -- - - --6v - --- - �WAT KEINE TO "BE -'07 0 0 - I - - EX. R. -PLOP. DITCH C/L -- 99� 99Q -- P4 - - - f�- --- - - _ ��\ ' -� /" - -- fNSU1 ATED'AT CROSSING -- , - - - - - 4 p Z"'�_ -- - ----- EX: Era- __------- - - -- -- w ----- _ - - - _✓ rr / O _ � g \ - - _ 98 -- __. _ ✓ - ------ - - f - - - }0 00_x- - - � I` , __ _ , - - \.\ \ -� `i , wiwU4•Yk , .�, ..Aa #.,,3xx sbb`>�. '=TSMki . ' w' m- i:''r :_L.v�.�_ ,`"`:Aa t T -1 -•�1 .. - "k','�Y, "SaSJ`�..�-3YA°:B4"A _ fi.. _ n �. F' rhe. 't'•;�'.�a:`t�r.%rTE*'.-Fb -Si#OdL =4 0 \ z Q:, I - - _ __- __-- - _ '_ --- _ __, _-_ -�-_ -- - -- - ---- - - - - - _ _ _ _ 41 11-i I I- --- - �� 7) - 4T 1 �,7 - 7 41 G.g / 0 40` 9.3 407.1 EX., -SOUTHBOUND LANE 402.8 - 400.8 400.3 400.9 1 _ _!. _ ` ___ - ------------ - - - - - -__ __--------------__ __ ._ - _-._ --­_�_____.- --- -- - - NOTE: / _ _ / -PROP. DITCH C/L _ - -- --- - -.-- - - ---- - ---.._------ ______._1-___ - - _ - - - _ _._ - - - _ - - - - - - -=_v� - - - - - - -� - - _ __-- --- __- BOULDER ROAD ; -' _ __. _- -- - -- - - ------------------ - - _ " _ ' - - - - - - -- -- - -- -- - - -- _ -__ _ --� - ",_124 11Q INTERSECTION yMPROVEMENTS PC =-Z7'.d0 `" -_.__ --- ----- ----- --- LEFT TURN LANE-_- - -- -- - ---- --- -- ---- - - �- - ------------------------------------------------- --------------------------------------- ----- ---- _ - STNI AND CONSTRUCTION WILL BE l - -% _ - - _ ---- ----- ----- - - -- p D\__ "- - - --- --------- _�-' __--'`� ;' �tPROP:-€J?.- -`� 1 !,J �. PER,�CIRME / BY OTHERS ,'' ,-_ ;� -._-_ -- ----_ - -- 1-�--____-------- -___-- -- _ __ __-- -_~�-- -. - _ ^ ~---- -- _ __ __ _--------------------------------------------------- ---------------------- __ ---- ___------------- ------ - _- __ EX 5TF;,,- i _� -_- _ "" -- - _-----­_-------------" - - - - - - --- --- ------ -' - - -- - - --------------- -------------------------- _ ------------------------- ----- __ v _- __ i - _ - 3FZOP. 4'.S%i0 LDE RAE Sl 36,000 VPD / _" -_ -- - __-__ -_--_________________________----_______ NV 490.00-- 11 S - -- ---- -- _ - --� - - / -.__%.___________ -- - -- - --- - - I - ----- / Z 11 - - - �'� -_ 8 / 9 -0 8 1 m00 1z --,__--- -__12I 0 13x00 15+0� - ---- - -"" 2% I � OO - 0 14 +OG 16 - - -- � �T, 2Cr_. -- - - - _ ---- ---- __ V- ` -_-_ _ - ----- - �A--------- - ----- --- - __- - - / 12 -- - / 10$ 08 ___ � EX HWSA,, VALVE-- 1-8 �VAc'VE --- --- - -- - _- - -- --------------- ----_____-_.--_--- - ----m - -_-- ( X')r� -- ^ _ Z (`, I- . STM ) <v i - __ - --- - `-- - X. - _. _ - _ - - ---- - _ - - - --- - - - - - _w - ---------- --- - M- G BYPASS VALVE - ,_X �2"-R4^r54, w r- 1 1 4 1 --- _ - _ _ - � /S - _ W W - - - -. - - - - - - - - - -- -- -- - - -_ - _ _ _ ,''l --c^r- W \ ' W - ._ W_ - ` W - --�--W � - _ �✓ _ � -W - �J- l� W' '-- ._ , 092. 08j- 300 \\ ,` EX. RWSA CONTRACTOR_SHALL COORDINATE WITH VSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE -' _ __ / EX. EP � INLINE VALVE - EXfSTING RWSA 12" WATERLItNE. CONTR CTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" t I - NOTE: `\ 407.0 WATERLINE DURING' IONSTRUfCTION AND PPING. _ APPRCX. LOCATION OF C 'L _- _ r_ x ----- - r REFER TO SHEET 30 FOR --- - ---- -- -_ _ -- _--- --_ / ____ ._ ._ _ E T PIT ELEVATIONS. �- I ) 0 410.7 1 9.4 X405 CONTRACTOR SHALL VERIFY THE HORIZON L , VERTICAL LOCATION, ?HE OUTSIDE DIAMETER ANDOT4 PIPE 413.0 - > , --___.__ NORTHBOUND j MATERIAL OF THE -,1Z" WATEFRLINE PRIOR T ORDERING THE TAPPING -SLEEVE. RWSA SHALL BE CONTACTED 3 EX. EP .- - BUSINESS --DAYS IN ADVANCE OF THE TEST _ IT AND SHALL -PRESENT DURING THE TEST PIT. THE TAPPING __�__ �- l - --`" Q o THE EXISTING-12�_ WATERLINE SHALL BE COMPLETELY EXPOSED -BY THE __ _ --. ---_-- __ -_�-� ____-_--_ - _- - G TU �C COtITRAC fi0R FOR THE ENTIRE DURATION OF THE JACK AND' BORE J A OVED BY RWSA PR OR Tf0 THENTAPI TO BEING- ORDERED. THE TAPPING CONTRACTOR SHALL BE - _``w OCESS TO CONFIRM SEPARATION BETWEEN THE EXISTING WATERLINE - ' _ -" - _-..-_. . __._ ------� AN T POSED CASING PIPE. RWSA SHALL SE`'GQNTACTED A ' ' ( oC� =- _ = i - --- -- ------ --- `� "�� --r a `r�~Y - __ _ - - -_ _- - - __ __ - - _------------ --'-- - - - - - GI - ,, I�iNIMUtvi 0 3,I�.E?� N ICEH B LVA -PR ' R _TGi=II1S-TALLAII.ON WOE_INE_TA'��lG SLE V:) ". - - _ ----------- - _______________________ MINIp IP�1 OF BUSINESS DAYS IN ADVANCE OF THE START, OF THIS _� ; - -_ __ ___.._-------___________ -"---------- 1-8 j" THE 12 .X8 TRP131NQ_SLEEVE hND_-VALVE SH L%E-If�SJE-P( LIMB_---FQLlp1^IING_TH P ME T -- _.-_---------_--- WOR41\'�(SA S FF SHALL BE PRESENT WHILE THE CONTRA�TQR IS ---- --- --- ---------- ---- - - - - TEE- _"_-- -- _.-_ 12, X8 TAPPING -SL -VE; A <CONCRETE\ PAD Q- TWUST-BL -- - ALL_B.EFLACED UNDER AND E-___-__.---" ----- - _------------------- -- - _.. E �' - - -Skil QF THS - - __--- `, EXPOSING TH W TERLINE AND DURING THE JACK AND BORE PROC'E TAPPING SLEEVE AND AktOW D T0`CURE FOR, 4 iiM I tV rC� EZS PRIOR TO CONDUCTING THE TAP. _ "_ -' - __ - - - i -_____ ------------------ E-h--TtJ- SA?� - - - _ ._.--____------ _--__-T_.-------- -------- -----------_ _ _ ---------------- - --- r -- -- - ----- - - - - -- ------------ ------ _______-- --------------- ----- -M1_ ry \\ / I}O PERMANENT CONNECTIbNSi T01 THE 'PGT�B�E, WATER SYSTEM-'ARE--ALLQWED' ANTIC THE NSW WATERLINES ARE---- -- _ --- -- \ 11 i FE D READ I F S _ RAI�NOTES ON -S EET 2.. __.__------------------------------ ---'--'----- � 1 / TES�ED�; DISH CTEV AN � D 0 E�VI ! � GENE--------------------------- ---NOTE--------------- - - R - _-.-- -- ---- \ , - _ - - , 1 r- .g ,' 0 Is. AV �� .�`® le.® JOHN S. M IK +-+ � 4 V Uc. No. 19998 �161, � j 1) ul ENGINEERING GROUPIE PROJECT STATUS ®q / �'Z 2/22/11 REVISED PER COUNTY COMMENTS 1'000` ��y" . 10113110 REALIGN ELM TREE KNOLL PL., REVISED ®��g $CONAL 880®�� LOT LINES 59-90, 105-11 & REGRADE TO ELIMINATE RET. WALLS DATE: 4-18_07 ___ ALL QPEN_SPAGE-RREAS--_ff AT -HAVE PROPOSED_SL.OPE�- ---- . - _ t / � \ , \ ,( 10" - ` --- - 5/21/10 REVISED LOTS AND GRADING \\ \ ', ', ,` r E - - - _ - - - SCALE: 1 =30 ----OF._2 1_®R_ GREAT€R-AIZE -T4 MAa/E-f}kYL1LY�_E�IGLISH-RVY-�2R �_ I GRAPHIC SCALE 2/4/10 ADDRESS COUNTY COMMENTS _ /' ` 1 - �_ -- _ 0-08-09 DDRESS COUNTY COMMENTS HALL'S JAPANESE HONEYSUCKLE OR Ea( (VALENT USED AS - = GROUND COVER PER THE VIRGINIA EROSION AND SEDIMENT CONTROL 30 0 15 30 60 120 06-19-09 ADDRESS COUNTY AND ACSA COMMENT DESIGNER: JDT HANDBOOK TABLE 3.37-C. � DRAFTSMAN: JBG /I 03-06-09 ADD PHASE 4 ROADS FILE NO SP -024F (INFm) 12-12-08 ADU REVISIONS i inch = 30 ft DATE ACTION SHEET . 16 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KO600.dwg, GRADING PLAN (16), 3/3/2011 8:38:07 AM, frankj, 1:1 pt \SHEET/ SHEET 2 2 SHEET BRIARWOOD \191 PHASES 1A, 1B AND 8 SHEET INDEX SHEET �SHEET\ I': 1/ 15 7 SHEET SHEET SHEET 13 14 16 x 00 0 9 70 m 12,z a 00 cq z +co el 'I Q �4 C) - 6.4% /-- r" u --j6.4% GAR.= :< cf) FTi rrl✓Ln > z no BF=509� 9 k 0 ui bZ - 0 .I ID XpT-- ak 00 z Q 0 75 cn 0 + 00 + 6. co � GAR.= :<:qr- imm C) gn 508.67 cc co > v) — cl-) 0 -'u, low QD U — 1 BF=508610 0 0 f3 0o -cs 2,63 m -m r IVA 00 �lj, 0 Q + ' 83 Ln GAR.= No"y p-, 6' BRL 85.00 , o TOT LOT ACCESS ESMT ---2'NO XIT" SIGN STIVI ASPHALT uu .- UY i5 PATH M AV_ OP. \I P. 109 _ — -------- o-- -s - _ / � 1!x'1 (u C-11 u c 12 EX. J'� UN A CONN E GRAPHIC SCALE I U 6 r-- 30 0 15 30 60 120 0 --z ( IN FEET 6" T 90 1 inch 30 -T-6" VAL 0 C) 20' EN,\$PAC � S`GN� b LLI LLJ X 0 �Ll < Lij ly- LLJ u- > A\ - Z T Lu NTRACTbR BE CA'OtFUL,, OT Q� 0) 71 ACENT PARCE S\-, :D sEW EMT 0 DISTURB A F- I 0) HIRING CONS7RUCTION. Lo F-- 0 W z:7 (D < Lli LLJ 0 0 ------ -EARIN19\11 OP/ GRADING-"', ,2 c� M H 2 71 v .v QL' 15" 484.7�-l-' STM D 0' co Q) OA, A 0) 14 X ---------- coy V, E- A E- E--( �D 7 -Z) (,V, w 4r\ X, J fc- c 0 ---------- ---------- - ------ ----- W Ll� - i /' �G> zip F \ \ - r�'� - v c��' �� 'Mh / r1 ES ( i i�✓� a4 ?85 cf) i �- _ - 1 / AP /' / ,' '/ j // �X ��N S S�W r� . �`\ � �'g� RFL E �g J� �' 6�� ,' / � r r ,,, X , ' }'t \(b 4 A(J) mv) AW, ' � � � ���� / \,�� 1-�-1 ` ._.- a �,' '' / 0:1. t .� .6, � ' � , r � � + .0 -- --------- F— �q -( ------------ 07� \p\ 5. �0\ 4' 61 / 0, .1 Op loo c AC Z CONSTRUCTION.-' PA LS I S-TORB ADJACENT' PA T TO BE C�Rf-i OT, OR �D 6, , j" -71\114G .6 'o 17 -� / -,\ r, /C A�/_ / / / Lic. No. K -j 1 )9 ,Y_:'YII1 ,, /' /' ' ,� I ' ��W /' % '' / /' /✓ �\ \ /// // �^ ' \' `1 \ '' \-__-_-._ �� , �I.-- f �.i/.� 0 -9 'J // r r \ / /'/ '� r000 ✓ -7" 004ok", V'K ,� o _ _ � i o`'ti�,�,��,;' % i ,� 4 / i � __� = � _ F�;T` ' � \, 4 �-- �� O� (�ENGINEERING GROUPE PROJECT STATUS ; w cam' i ; !� / _ , /` ! < O ; —18-07 2/22/11 REVISED PER COUNTY COMMENTSDATE: 4 5/21/10 REVISED LOTS AND GRADING L26 2/4/10 ADDRESS COUNTY COMMENTS SCALE: 1 ')=30' -j 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JDT ADDRESS ACSA COMMENTSDRAFTSMAN: JBG 31 7 REVISED PER COUNTY COMMENTS 8-31-07 7- -0 FILE NO. —024F I -A v - I vw�� k 4- 14-18-07 REVISED PER COUNTY COMMENTS SP DATE ACTION SHEET 17 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K0600-5.dwg, GRADING PLAN (17), 3/1/2011 4:00:48 PM, frankj, 1:1 G:\PROJECT\Briarwood\ENG\DWG\00-K0600-5.dwg, GRADING PLAN (18), 3/2/20113:40:31 PM, frankj, 1:1 r r i i , ! �- I- i I i- 4_ 1 I _ - - I 1 _. _..__ _ .__.. _ ..___ .. _ . _._ _ ___ _ __ __.__ ._. _, ...._ . _-_ ( I I , _. _ ,_-".'-_1_,__-___-_ . .._._ ._.---.-._. _ _..__ . ___ . _ - - ._____ __ _..___ _ �..__ .__ ..... ___,._ _ _--. _ . _____. _ ____ _.._.__._ , I _.---___._. _.___._ _ -_ ___._ - 1 __.. __-__ _...__.___�._ I __.. _ ..____ _._ .__ . _ I I I - I _ I _.. _-,__-_ _.___,.._ I 00 o° 0*11 I I . j i 1 I , I I I F ! I I I ! ! I I i I I I 1 �, o a "t I I ; i � i I I I r-, I I ( j I 1 ; ��o Ij { I { I I I i + j a I 1 ! I L_ I ! i I { , ' I r v��� �H 1 -._.__________._._____,__ _ _ __.-..--------- J..___ __.____.___.____.-____1.__-,___ ! I ___ __ _ ___-.__�_._ __ ___- i _�-___-+_ _.-_—__. -__ _-_ _�_ _._j _-____ ,_ .-_... ._..__._.-._._-_____. _-._' `__ �._ ___ �-, I.- Ij _-----_._...._ ,___. _ _ _-..-.__ _' __.__ .--.-___ _--_ _..___..___._.._ _+�_ _'_- --._.-.__ _.____ �_. __ .-__- __-._ __-_ ._...___ - - �_ �- _ �- ..___ .__ �' i _ I �i VY a O l -I 1 I I ( i i I ` I 1 j I i 1 I i- { f { i I I I �; I I i I I j I I ;.3 G1i C) ;:j urn 1 1 i 1 i j I i i i I , : j I I I 1 I I { i 1 i � o•�co ;meq sem- C/Do I _�___-�__._____4 ___-____ ______._-('�) i _______�____ -___ __ ____._ __ -�__ __,.��__'' -._-- --_____ _ _ _ _ _ _ _ _ Q I�_ I I I STM STM I STM i STM I STM I SjfM STMT I I I I STM I ! STM I I I STM TM I 1 } M 1 47 o 1A _ O r 2 _ Q O TIOP I ( 1 8 9 o00 oo, n �i i i 1D I I � j 11 o0o o EX. RADE C/L OF PIPE 1 13 4 I 5 �o -"-. aj -14__+ I 10 �- _ -_-_.. .. _ _.__-_.._.----_.__--_ .._ _ __ - _ N i N __ ___ r-___.-_.__' _ _ _. _ __.._ -_____ _-.__-___ _ . -_ __-___.._ �_� — _ -� - . _ _ _ I �._.__-, .__�. _ ' �_ _---___,� _,__- — I � _ JF--_ * - (---- Ir - p _p O � __47-5__ - _ ---------- - (� it i p II II II j I II I 11 I '�� - - - - i III v o II I I O { fl I CL I I O CL I I I I a! a O O I i O ~ a f Q i I , I Q � 01 \ I I I I bfJ 1 i ; i 1 I I I I I I I 1 1 I/ ; % I \ I ',, �� I I I I I I ; 1 ; ; - i i i I _. . __--._..._.. _..___....... _ _._ _.-__-_. ___ -_.__-_-_.. - __. ___.__._.. __. _ ___- __ __ _-_--___ --__, --_ - ____-_ _.__.._ ____ I -.---_ _ ___. _ _ _____ __ _-_ _ __ __—_____ _ i _._.__-----_ -._._7___ I 110 ! I I I i I I 1 1 i ; I I ! I I 1 I I y / 11 j PROP. (GRADE © I C/L QF PIPE I ` \ \\ 1 i i v o oN N O 1 1 I I i I I I I i ; i j I i I I I / i / i I I I \ i I I I t- N S , /' rte+ U r- i /� 765 I _.:- , 1 I I 1 • I j { _.__.. I I _._..._ _._ r i / ... _._ _ _._._ _._.-_____..__. _-.__ _____.___-- -.-._-.__�._._ _. \ i` (Di. :z, I I. + 1 i i l i I I j i i j I I / / j I I I \ \ I ' I 1 I Almond ,--, Q Q� It bj� Ln a� i i ` i i I I I I I i I I I I I I i / / i I i I I i i771 i \ I I I I C'. � ,�0� U o ,n O U� o i I r r I j 1 I I I i / / I f I j r I ( I o� 0 � o r ___ ._._---_. ____...___.___. _ .___ ______ __ - - __.__ __-----_ __._._.____ _._ __.__: ____._ __...___-- ___._ _ ( - _ ___..-..__._ __.._._-._-____._.. __ __..- .____ ___ _ - __--____--. __ __. _._ __. _ _._. ...-_ __ _�_. - - 1 - - - � - - I »»�- - � O I 1 I I 1 { ( I I I . / PROP. GRADE. @ / 1 C/L OF PIP I I I I j ! i I m - 'S , I j I I I i i i I I i E I i i I 1 1 / i / I i ! ! / r I i L__ ' T . - \ - i -_-_.__,_45_ . _-_ _._ -_ . _ _ , _- _.__.-_ _ , i I I I _ _ _ ,____ __._ ____ __._ __.,_-_- _.._ ___ .___- _.______ _-___-_ -.___ --L �( - - _-._._ I I .___.___ 1.___ ___._ __. ______ __-- i __________i__ ___-_____ __.__ _ ____�__ ; I I I I __.. ___.... _._____- _ .._._ _____._.._--_ __-__ ______.___.___.__- _-_____ ________.__ _ _ _- ._ m i i / _..____ __.._.--......._. _._ _._.____._._ . __._-_._.__ ___._.._ _.__. ____..---_ ._ -.. . _.-__. ! EX GRADE ® 1 / I ____._.. ___ '.. __ -._._ _ __ ___ _. _________.______ ._..__.__ _. _ i I .__.-.__.. _____ _ -- . I ___ - -- __-' -8.35'- _ I 149.23'{ ___-_ _ _ -- _{o 15" RCP CL III1 - __ _ �� ___. ** w____ _ _ _ _ __.___- ___ - I 95___. w 1 wo i 1 1f i I I i , OF PIPE ' C IRE / i i RCP CL III 189.22' 13" I i 15„ RC 111 P I i �% : 0.5 1 I ; - >� w Q c I I I I I ; 4 i ? I I I -/ i 90.72'_15" R CE' CL III d.66% 1cn ; I ! I I i z I j I @ 1 oa% I ; !I I I a_ o r 0__-_I I ! r r -;'__ ____ _ ____ ___.._____._ i I -_ _i ____.__ __ ; I , _ -..__. __._ ___ ; I / / i : I i I ' I I 1 I j i i i J J i n J J � - > Ld I I II I I I I ,/ I i I - I I - i I - 1 i ; Y o f i I ` I ! I I I // I , i i I j i ! w o z i i t 1 I I i 1 I I I { i i I I I I i I I I I y/ 1.0' !MIN ul\\ I G I i i I j { { I . 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I i _.._, j ._ -- i ! _ _--..__,_ _ __._.w _; I I _ -__-_. _ _________. -.- f - '.. 1 _ _ _ _. �'-I Z c� w z Z - � _, j I I I I I i I 6 ���� I I I I I I I w I ! i 1 I I I I @ � I I I I I I ��� Q I I I A ^ i I I I I I ( I I I I _ -- -- - __ _ l j I i I I _______ / 1 I i / I/ _.. _._ _..________-__ I --__._ �____ _ .__T ,__._ ' - _HGL 1 I ( 1 _ __ _. __.___._ _ ___._.. :_ ..__- __ .. __ _..___.______ _.__' __ _____. _ _ ___-__... --- --- ! i 1 i - __. I I I __ _ v I -__.� ___. ____ � f i _ _ i i I I _ i I ~� I I i o � w Q �_—_.-_ - -- - I I I I ( I I / I i / I I i 1 I I I j i I { I i TT O I ! I I I PR01 GRADE @ 1 /' /I i I I I I I i I I i I I Ii I I C/ OF PIPE �' I I 1 I I j 1 1 1 I' k I I __ L____ _____---- J, - _---------------- -__._ _ __ J _ __-_ —__ _ __-___________ j _-__ _ _ ___ -_v._ _ 1 // _ _ / _____1._..__. J _ _. ` __ - - ------_, c/ 17.217% i 39.76' _ _ 5 SCP---.Cl--la.!_.__. ___.___ __-_...__-___L._____-__._ ___...___ _I.-.__-__-._--.___ __ '._-.__.-__._. ___._ I I j I I I I I __..---_---_.__..__..___ _.�_ _____;_ 1 I I _ I _ _--_- _ ._ �� �� ____ -_..- __ 1 ___ _- I- -" - -I_ i i ------____1__________j i __ _____.- 1 I _ I __. , I I I i 1 / ' I I I _- _ - _ _ _ _ _ - __ ( -__ _ I - — _ _ I _ __-___I - _ / i / / I _� �_'' _ r _ -1 IT. I I r ! I r �� _ - _ __ _ - - - -- i I i I i ! i __ , , , 1 , ,. _. __ _ I I I - i I I { _ I - _ j r 1 1 i _ '430 t�0 1 f I I 1 % I i I I I I I I , I / �� G� I I I I i I I I I I I , j i i I J __.__ ..__ _ __ I _-4-_____-.______-_.-_._ .______ _ __ i _ __ _ _._. I iii I 1 _ I I / _ Q ; G j I I __ - ____.Y_._ _ __ _ _-__ _ a___.-.__ _ ____ _ I © j I I I ` _ __ _.. __. ._ _ __ ____ __ ___ ___ 1 I..._ -. I _ _ _ _.w I _ I I _ _ _- 1 i __ , � I I I __.. _r 1 i i I I I I � I I I .. I fF E GRADE @ /. 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I f _—_ ___ I 1 I ___ _ _ __ I i I I I . J ___ I I _ _ _ _ I I I I I �' r , h+y E-4 ;�; cx I POND #1 I I I a4• ® I I NOTE ALL M�iNHOLES THAT i ARE DEEPER 12 FEET 1 I I I 1 I ( 100 -YR WSE = 405:52 ! I I C \\\ CL I 1 I i I { j :I 1 THAN 1 . ; i REQUIRE SAFETY SLAB (VDOT I ( i i I I I _-.-_ _ _Tt7 -E . . __-_ _____ -_- -___— I - ____... _-_._ I - - __ _� I , V, 36% 1 -----_ _ - L _ _.�_-_ - i - _ _ - - _ _.�_ i I i I I 1 STD. SL -1) -__..____ 1 r ___--.____-__ 1.� _ _ _ _ __� -�---'— _ __ _� i_ _ _ _- -- 1 _ I - __ ___ - — _ __ I _ _ ___.__ _ - I(_5 �� V) i I I I ' j i i I j 1 j 404.51 2 -YR WSE = 404.15 I 92' 24 95. -@ I. 0 P CL tli. { 1 I I I I I I i i I i NOTE:' ALL IN��ETS MUST HAVE 1 INLET SHAPIN (VDOT STD. I I i 1 1 i 1 I 1 I I I I i F� 40.0 0._ 30" RCP ul I I i I IS -1) IF THE ROP FROM THE I SURFACE (OR (PIPE) IS 4 FEE ( I I 1 i I 1 1 I I i 1 I WSE I ©0.53 I I i I i OR GREATER. I nn 4-0-10- PERM. - 403.25 I '21' RIP t-_.____-__ �_________ i _ i _.___ I __..__ -_ I _ -_—I._ _ . •.-__ i I _.____.__ ___.__ __.__- ____..- __ _._{..______... __.__-___.__._- I -- --- } I I __Y __.__._.,___ _- _. _.__ _- .___.__.____-. ____. _ __-___._____ _._ __.______ ___.__-__ __ i I i I i I ___b_____ �___-_ _.._ __ __ -._ I .___.____ I __. ___. __ _- r- - r ' ---,___._ �-__._ I 1 r i . _ _. -i _ _. __ _ __ _. _ - - I 1 L x 11' W CL ON FILTER FABRIC d50=6 MAX 4" THICK ON FI -1 -RAP @ 0.00% 12" -TER CLOTH If , I I i i I I I i I I I I I i I ** CONTROLLED FILL TO BE I COtPACTECI TO 95% MAX. I i i I ; I I 1 I I j l I I I I I I I I i - i I 1 i 1 I CD I I I I 1 DENSITY ATI OPTIMUM I I I, I Lj c I I i z I i i I I { I 44 I MOISTURE �ONTENT 1 i I i 1 r I I 4 I -._-._.__._W 3- _ _--__ I ..___----_ ___ (_______. _____ __.__.__._,�._ 2S �__�—___ I __�__ _-__. _ f - __.__.__. I _.__ -i_.. _._ ._.--___. ___ __, _.. _. _ _____ _, _.___ ___ __._ ____ ___ i i i ___-___... ---_-. - -I _ _ -I .. _ _..,_ ___ - -__- _ _ I _ _ i _ __.-_ ____ i __ _____-_ __-______._ �_ -�-_ _ _.__-_ ___ ____- -_ 1 I � z � N o, { I I 1 I ; I I N I I I I I I t ' I I i . I ®�������������� ��,TH of ��®0 I i I w I X Z �I J iii co z ...___._ __-___-____-..__.._.__._ I _____�.-_ __.._-...._W_.-_,_._.__.._.._._,_..._.,.._.�__._ ` -. I ( I .__�� _ 1 I i _ __ ..___..__...._.,_-.v.___ _,-___.�._._ .__ ._,� _. I r i i 1 `_zt° i I ___ I I __�.._ _ _._.._. _._.--__. __ ___.._. _ _ — + . I I ( I ._ ___. ._ I ____ ._._._._._: _� -, _. __._ --�--- I _ _-._ ___ ,.� ..�i - -. I I� _ i 1-I I s I. .- ..- I� _ - { - - II o - `� i I ®�®�� ®� Y0 ®offer® 1%, � _. _i_.__---- - 1 w w X o` I i W 1 { Q m '1 i Q JOHNS SIK y J lile� II I (Lj N r� [L Iri � f I 1 I I o r _j I I N i II ( J I } I r I I I I J c� I I Z I _ _ i II I J iI 1 I I I _ T r� Q OIQ , I I Q M d I Q Q ± '! 1{AV _-�; z I I Uc. No. 19998 .01 1/1 i � I/ I I = t~ m + + = - _ rL I. m� tf) r I I i m I o I I � J I m i i I Z - � I �I� �i�f� x 1 � ��i I o Ir 1 I ENGINEERING 24 GROUPE PROJECT STATUS m�j �11 m 00-% ____.____3K_.,__'_�-_ .- ____.__ __ _.. _.. __•_. o o _. .___ _ ___._ 110 _. ,� _. I _ _._ un i _o_._. __. n_..� `- I r c �, _._..__.._ _ - -i_ I �- I j ,.r, _..___._.A..____w_.___.___.�_._._..________._ n. _..-:._____ _1m_L.____.__._..�__...__.-_.._ _.._ I o _. ._ j__ _ .___.-. p `n _ �11) 4 n _______..._____.._.�._._ _-.___.-__..__._. ____.___.__.____.. _..___. ____ .... v� r 9) I I _...-_._..___._._.____.__.._.__ N 1 Q � r-- �(D _._____a____� ____________.._�. I _ .�_ { _ _ ; _ _ �.__�,____.-_ - o ! . __---_ U) r -__ 2/22/11 S ®� IWAL �� REVISED PER COUNTY COMMENTS ~ ff)o h ~ o � � cn o- a I q N � a r i (0; I o �n ,• ~ N {n �n 1� � r7 Ire Nin LQ I 10/13/10 II � r7 : 11 0' 11 i � o II. II �r I 1 II N � � o + lu II o�� d N N - - II If 6, d ( ; � N II `� p tet" Iy II I r- "I coI-III i II I II 11 4 i f i i I ) II , i If I �I+n tet• d_Id II I I I I II �,n 11 II; rr Il �t { I REALIGN ELM TREE KNOLL PL., REVISED LOT LINES 59-90, 105-11 & REGRADE DATE: 4-18-07 TO ELIMINATE RET. WALLS Cy)rn i rn :co o ~ II �QZ n T1- cn II oz r7 4 oDCJz N +�> - it m cvOZZ +>z> o��? II II j( 1 HOZ - N I II z _ 0- 1 I `t co, �� � I I Q "� �0 I I. N' I I > �' +> II �� Z N I 6Q--- + II II zzz »>I> II I I co �0-- cfl + II II r, zz. : » Z) II z 0- >> 5/21/10 , SCALE "=50' _ H v REVISED LOTS AND GRADING + o+> j, z z L__._._.___ +» Z Z N -� =� z Z Z -_ -�_ z>z� 10zz � r - _ - - l_ a_ .__- ___ � - _ z - >± I _______w_. __. _.._� -1__ _ _._____-__ � _ _______. __-�___ z z Im __� � _ z z z1Z _- �I N zzz 4 I.z_ z 0-08-09 �" ADDRESS COUNTY COMMENTS DESIGNER: Ju ADDRESS COUNTY AND ACSA COMMENT _,____________L_____ o __ .__.- = ___ � ___ _.____,_______..� .�-__ .__ _ �____ _._ ---J-____-.__ - _ _ __. _ - - _ _ __.___ ___ __ 06-19-09 DRAFTSMAN: JC 10 + 11 + 12 + 13 + 14 + 15 + 16 iQ 1 + 17 + 18 T 1 19 "7' 20 '�'•' 21 + J 22 -l- 23 3-06-09 ADD PHASE 4 ROADS FILE N0. SP -024F DATE ACTION SHEET 21 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K2800.dwg, STM (21), 2/'23/2011 3:26:37 PM, frankj, 1:1 G:\PR03ECT\Briarwood\ENG\DWG\00-K2800.dwg, STM (22), 2/23/20113:27:23 PM, frankj, 1:1 OF RIPE / ; '+I - 'I ARE DEEPER THAN112 FEET REWIRE SAFETY (VDQT J ON Ln � NO --jm -- IS- SU ALL !INLETS ( FACE (OR PIPE) UST HAVE - --- 1--THE- IS 4 FEET EATER. ----- (D0 � 0 ~u 0 ~ Qo -_-___ _ CONTROLLED ILL TORE �n co COMPACTED T, 95% MAX. 37.71'- 3.47% ,I o --A00 o Cn 0' MIN 42.08' h CyDmm 5" (ICP CL III --X. GRADE C L OF PI 00 00 J ON Ln � m — -- j m h s uu 71O (D0 � 0 ~u 0 ~ Qo o _ o0 0 CyDmm 5" (ICP CL III --X. GRADE C L OF PI qJ.� PO U m dt YZULJt h o z oII a ®0 JOHN S. M SIK UT' Lic. No. 19998' it�z vz 0 0 01 0 �'� r �' 000oo oIONAL `�-4 4 iENGINEERING GROUPIE PROJECT STATUS DATE: �-�- 4-18-07 2/22/11 REVISED PER COUNTY COMMENTS 1 "=50 tt Ii i 5/21/10 REVISED LOTS AND GRADING SCALE: (i ��Fi) j o 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS 8-31-07 DESIGNER: JV ADDRESS ACSA COMMENTS + �> �--I DRAFTSMAN: JC � z z z ! 7-31-07 REVISED PER COUNTY COMMENTS FILE N0. 10 4-1 -07 RVI PER COUNTY COMMENTS SP -024F SHEET 23 OF 53 DATE ACTION G:\PROJECT\Briatwood\ENG\DWG\00-K2800.dwg, STM (23), 3/1/20119:44:24 AM, frank, 1:1 00 00 ON Ln � w N s uu 71O (D0 � 0 .i 00 Ai-' �n co cf) r 00 r Ln r� [r O i� U w O 3 c%i w U) e �1 u o N N � z N � O a O w M 00 'FAr�y, v 00 o U � 7 o o"o arm W Ln o m r� V1 G qJ.� PO U m dt YZULJt h o z oII a ®0 JOHN S. M SIK UT' Lic. No. 19998' it�z vz 0 0 01 0 �'� r �' 000oo oIONAL `�-4 4 iENGINEERING GROUPIE PROJECT STATUS DATE: �-�- 4-18-07 2/22/11 REVISED PER COUNTY COMMENTS 1 "=50 tt Ii i 5/21/10 REVISED LOTS AND GRADING SCALE: (i ��Fi) j o 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS 8-31-07 DESIGNER: JV ADDRESS ACSA COMMENTS + �> �--I DRAFTSMAN: JC � z z z ! 7-31-07 REVISED PER COUNTY COMMENTS FILE N0. 10 4-1 -07 RVI PER COUNTY COMMENTS SP -024F SHEET 23 OF 53 DATE ACTION G:\PROJECT\Briatwood\ENG\DWG\00-K2800.dwg, STM (23), 3/1/20119:44:24 AM, frank, 1:1 c in w w 0 �n Q a r r > [r w w U) e �1 W of z a O w M 1 'FAr�y, V1 W V1 0 Y _o W O ~ x z I �w O J q w cn Z Z _z J J -t Lel Q I- 0 Ld 0 O i-' a <t 0 0 z qJ.� PO U m dt YZULJt h o z oII a ®0 JOHN S. M SIK UT' Lic. No. 19998' it�z vz 0 0 01 0 �'� r �' 000oo oIONAL `�-4 4 iENGINEERING GROUPIE PROJECT STATUS DATE: �-�- 4-18-07 2/22/11 REVISED PER COUNTY COMMENTS 1 "=50 tt Ii i 5/21/10 REVISED LOTS AND GRADING SCALE: (i ��Fi) j o 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS 8-31-07 DESIGNER: JV ADDRESS ACSA COMMENTS + �> �--I DRAFTSMAN: JC � z z z ! 7-31-07 REVISED PER COUNTY COMMENTS FILE N0. 10 4-1 -07 RVI PER COUNTY COMMENTS SP -024F SHEET 23 OF 53 DATE ACTION G:\PROJECT\Briatwood\ENG\DWG\00-K2800.dwg, STM (23), 3/1/20119:44:24 AM, frank, 1:1 c a r r e �1 W w M 1 'FAr�y, V1 W V1 qJ.� PO U m dt YZULJt h o z oII a ®0 JOHN S. M SIK UT' Lic. No. 19998' it�z vz 0 0 01 0 �'� r �' 000oo oIONAL `�-4 4 iENGINEERING GROUPIE PROJECT STATUS DATE: �-�- 4-18-07 2/22/11 REVISED PER COUNTY COMMENTS 1 "=50 tt Ii i 5/21/10 REVISED LOTS AND GRADING SCALE: (i ��Fi) j o 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS 8-31-07 DESIGNER: JV ADDRESS ACSA COMMENTS + �> �--I DRAFTSMAN: JC � z z z ! 7-31-07 REVISED PER COUNTY COMMENTS FILE N0. 10 4-1 -07 RVI PER COUNTY COMMENTS SP -024F SHEET 23 OF 53 DATE ACTION G:\PROJECT\Briatwood\ENG\DWG\00-K2800.dwg, STM (23), 3/1/20119:44:24 AM, frank, 1:1 G:\PROJECT\Briarwood\ENG\DWG\00-K2800.dwg, STM (24), 2/23/20113:28:21 PM, frankj, 1:1 G:\PRO]ECT\Briarwood\ENG\DWG\00-K2800.dwg, STM (25), 2/23/20113:29:04 PM, frankj, 1:1 G:\PROJECT\Briarwood\ENG\DWG\00-K3501.dwg, 00-K3501 (27), 3/1/2011 9:47:20 AM, frankj, 1:1 STORM INLET DESIGN COMPUTATIONS 1-15 416 BRIARWOOD BRIARWOOD INC. ACC.LENGTH 7.1 INC. "Q" ACC. "Q" PIPE DIA. 2/1112008 15 DRAIN- 3/1/2011 NUMBER LENGTH (ft) TYPE DRAIN- AGE AREA (acres) C CA (acres) I (in/hr) Local Rational Flow (cfs) Total Bypassed Flow (cfs) Total Flow To Inlet (cfs) S GUTTER SLOPE (%) Sx CROSS SLOPE (ft/ft) T (SPREAD ) (ft) W (ft) Sw (ft/ft) E (#16) (%) Q; INTER- CEPTED (cfs) Total Carryover Flow (cfs) d (ft) Bypass Target 15 0.59 Grate DI -7 0.08 0.6 0.05 4 0.19 0 0.19 3.76 0.02 3.78 0 0.02 100 0.19 0 0.08 14 14 0.41 Grate DI -7 0.15 0.69 0.1 4 0.42 0 0.42 10.86 0.02 5.06 0 0.02 100 0.42 0 0.1 4.5 13A 10 Curb DI -36 0.36 0.81 0.29 4 1.18 0 1.18 2.77 0.02 3.6 2 0.083 100 1.18 0 0.2 11A 11 B 0.57 Grate DI -7 0.13 -0-.09 1.82 4 0.36 0 0.36 4 0.02 4.75 0 0.02 100 0.36 0 0.09 14 11A 12 Curb DI -313 0.56 0.78 0.44 4 1.76 0 1.76 2.77 0.02 4.96 2 0.083 100 1.76 0 0.23 10 10 14 Curb DI -313 0.7 0.7 0.49 4 1.98 0 1.98 3.1 0.02 5.16 2 0.083 100 1.98 0 0.23 9 9 12 Curb DI -313 0.31 0.86 0.27 4 1.07 0 1.07 7.81 0.02 1.91 2 0.083 100 1.07 0 0.16 7 7 2 Curb DI -3A 0.21 0.9 0.19 4 0.76 0 0.76 15.06 0.02 7.18 2 0.083 100 0.76 0 0.27 6 5 0.03 Grate DI -7 0.97 0.62 0.6 1 4 2.42 0 2.42 1 0.02 12.01 0 0.02 100 2.42 0 0.24 14 4 10 Curb DI -313 0.24 0.78 0.19 4 0.75 0 0.75 6.5 0.02 1.74 2 0.083 100 0.75 0 0.14 1 STORM INLET DESIGN COMPUTATIONS 17-35 416 BRIARWOOD BRIARWOOD INC. ACC.LENGTH 7.1 INC. "Q" ACC. "Q" PIPE DIA. 2/1112008 15 DRAIN- 3/1/2011 NUMBER 35 LENGTH (ft) TYPE Grate DI -7 DRAIN- AGE AREA (acres) 0.30 C 0.5 CA (acres) 0.15 I (in/hr) 6.5 Local Total Rational Bypassed Flow (cfs) Flow (cfs) 0.98 0 S Total Flow GUTTER To Inlet SLOPE (cfs) (%) 0.98 Sx CROSS SLOPE (ft/ft) T (SPREAD ) (ft) W (ft) Sw (ft/ft) E (#16) (%) 100 Q, INTER- CEPTED (cfs) 0.98 Total Carryover Flow (cfs) 0 d (ft) 0.14 Bypass Target 34 12 Curb DI -313 0.59 0.61 0.36 4 1.44 0 1.44 5 0.02 3.76 2 1 0.083 100 1 1.44 0 CEPTED Carryover 33 14 Curb DI-3BB 0.41 0.77 0.32 4 1.26 0 1.26 5 0.02 10.86 2 0.083 100 1.26 0 0.41 0 32 4.5 Grate DI -7 0.16 0.55 0.09 6.5 0.57 0 0.57 8 Curb DI -313 0.36 1.0.65 0.23 4 0.94 0 0.94 100 0.57 0 0.1 0.083 100 31B 0 0.19 Grate DI -7 0.57 0.49 0.28 6.5 1.82 0 1.82 26 26C 4 Curb DI-3BB 0.38 0.59 100 1.82 0 0.22 10.2 31A 14 Curb DI-3BB 0.74 0.64 0.47 4 1.89 0 1.89 8 0.02 3.89 2 0.083 100 1.89 0 0.02 1.81 31 14 Curb Di -313 1 0.79 0.75 0.59 4 2.37 0 2.37 8.9 0.02 4.46 2 0.083 100 2.37 0 0.18 24 29 14 Curb DI -313 0.51 0.67 0.34 4 1.38 0 1.38 6.1 0.02 2.82 2 0.083 100 1.38 0 0.18 24 28A 409 Grate DI -7 1.08 0.51 0.55 6.5 3.61 0 3.61 30 0.02 15.06 0 0.02 100 3.61 0 0.3 97 28 6 Curb DI-4BB 0.03 0.9 0.03 4 0.11 0 0.11 4.6 0.02 0.9 2 0.083 100 0.11 0 0.07 24 27 14 Curb DI-3BB 0.43 0.62 0.27 4 1.07 0 1.07 8.8 0.02 1.87 2 0.083 100 1.07 0 0.16 24 26 6 Curb DI-4BB 0.33 0.61 0.2 4 0.81 0 0.81 8.8 0.02 1.69 2 0.083 77.1 0.63 0.19 0.14 24 25B 0.09 Grate DI -7 0.10 0.4 0.04 6.5 0.26 0 0.26 9.86 0.02 4.22 0 0.02 100 0.26 0 0.08 0.6 25 6.46 Grate DI -7 0.33 0.54 0.18 6.5 1.17 0 1.17 16.3 0.02 8.14 0 0.02 100 1.17 0 0.16 0.05 23 7.1 Grate DI -7 0.61 0.54 0.33 6.5 2.16 0 2.16 408.61 0.02 11.26 0 0.02 100 2.16 0 0.23 6.85 22 0.94 Grate DI -7 0.04 0.4 0.02 6.5 0.1 0 0.1 406 0.02 3.11 0 0.02 100 0.1 0 0.06 0.22! 21 12 Curb DI -3B 0.80 0.64 0.51 4 2.06 0 2.06 1.2 0.02 6.74 2 0.083 100 2.06 0 0.26 24 20 15 Grate DI -7 0.18 0.73 0.13 6.5 0.86 0 0.86 51.5 0.02 7 6.5 1.53 100 0.86 0 0.14 4.144 19 0.083 Grate DI -7 0.32 0.67 0.21 6.5 1.4 0 1.4 415A 0.02 8.95 E020.02 2 100 1.40 1 1.07 1 0.18 15 18 0.013 1 Grate DI -7 0.12 0.63 0.08 6.5 0.5 0 0.5 0.12 0.02 5.44 6.5 2 100 0.5 0 0.11 3.411 17 0.083 Grate DI -7 0.19 0.71 0.13 6.5 0.88 0 0.88 3.26 0.02 7.09 1.97 2 100 0.88 0 0.14 0.013 STORM INLET DESIGN COMPUTATIONS 36-38 416 BRIARWOOD BRIARWOOD INC. ACC.LENGTH 7.1 INC. "Q" ACC. "Q" PIPE DIA. 2/1112008 15 DRAIN- 0.013 15 28 INV DRAIN- S Sx FROM TO S Sx CA CA I (in/hr) AGE (cfs) Local Total Total Flow GUTTER CROSS T AGE LOWER Q; INTER- Total Total Flow GUTTER LENGTH AREA CA Rational Bypassed To Inlet SLOPE SLOPE (SPREAD 8.17 E (#16) CEPTED Carryover Bypass NUMBER (ft) TYPE (acres) C (acres) I (in/hr) Flow (cfs) Flow (cfs) (cfs) (%) (ft/ft) ) (ft) W (ft) Sw (ft/ft) (%) (cfs) Flow (cfs) d (ft) Target 38 12 Curb DI -3B 0.39 0.88 0.34 4 1.38 0 1.38 4.5 0.02 3.33 2 0.083 100 1.38 0 1 0.19 36 37 8 Curb DI -313 0.36 1.0.65 0.23 4 0.94 0 0.94 2 0.02 3.41 2 0.083 100 0.94 0 0.19 36 STORM INLET DESIGN COMPUTATIONS 26-26D 416 BRIARWOOD RUN - OFF INC. ACC.LENGTH 7.1 INC. "Q" ACC. "Q" PIPE DIA. SLOPE 15 2/11/2008 0.013 15 28 INV DRAIN- UPPER Flow/ Full FROM TO S Sx CA CA I (in/hr) (Cfs) (cfs) (in) (%) N (Cfs) Vel. (ft/s) OF RUN AGE LOWER Local Total Total Flow GUTTER CROSS T (acres) (acres) 0.2 Q, INTER- Total 1.46 8.17 18 LENGTH 0.013 AREA CA Rational Bypassed To Inlet SLOPE SLOPE (SPREAD "C" 0.32 E (#16) CEPTED Carryover 7.1 Bypass NUMBER (ft) TYPE (acres) C (acres) I (in/hr) Flow (cfs) Flow (cfs) (cfs) (%) (ft/ft) ) (ft) W (ft) Sw (ft/ft) (%) (cfs) Flow (cfs) d (ft) Target 26D 6 Curb DI -313 0.24 0.67 0.16 4 0.65 0 0.65 10.2 0.02 3.56 0 0.02 59.9 0.39 0.26 0.07 26 26C 4 Curb DI-3BB 0.38 0.59 0.22 4 0.9 0 0.9 10.2 0.02 1.71 2 0.083 52.7 0.48 0.43 0.14 26 26B 14 Curb DI -313 0.39 0.67 0.26 4 1.05 0 1.05 10.2 0.02 1.81 2 0.083 100 1.05 0 0.15 26 26A 10 Curb DI -3B 0.23 0.65 0.15 -4-0.6 0 0.6 9.7 1 0.02 1 1.48 j 2 1 0.083 1 100 1 0.6 0 1 0.12 26 1.38 7.1 * DESIGNED AS A DI -3C INLET. CONTRACTOR TO CONSTRUCT DI -3B INLET DUE TO LOCATION OF STRUCTURE ON PLAN. 0.013 1933 8.08 31.59 403.47 403 1 411 1 51 442 90.1 409 408 0.68 0.5 0.34 4.97 7.1 6/11/2009 35.56 30 0.8 0.013 STORM SEWER DESIGN COMPUTATIONS PHASE 4 8.51 177.6 431.35 429.93 BRIARWOOD 97 408 407 0 0.6 0 SEE CULVERT RY TABLE THIS SHEET 417 416 DRAIN- AGE RUN - OFF INC. ACC.LENGTH 7.1 INC. "Q" ACC. "Q" PIPE DIA. SLOPE 15 MAX "Q" 0.013 15 28 INV INV UPPER Flow/ Full FROM TO 416 415 CA CA I (in/hr) (Cfs) (cfs) (in) (%) N (Cfs) Vel. (ft/s) OF RUN UPPER LOWER TOP (ft) Cap. (%) 474.3 31.7 AREA COEF. (acres) (acres) 0.2 1.14 7.1 1.46 8.17 18 5.55 0.013 (ft) (ft) (ft) 458.77 452.45 465.2 33 (acres) "C" 0.32 0.6 0.19 1.33 7.1 1.37 9.54 18 6.77 _ 0.013 27.32 14.08 164.78 452.2 441.05 4228 422 0.65 0.6 0.39 0.39 7.1 2.79 2.79 15 0.71 0.013 5.46 4.47 42.03 436.15 435.85 440.4 51.1 422 421 0.17 0.6 0.1 0.91 7.1 0.73 6.48 15 8 0.013 18.27 13.62 82.5 424.85 418.25 440.1 35.5 421 420 N/A N/A N/A 0.91 7.1 N/A 6.48 15 5.01 0.013 14.46 11.46 24.54 409.23 408 422.5 44.8 420 419 0.76 0.45 0.34 1.25 7.1 2.45 8.93 21 0.7 0.013 13.25 5.91 290.45 405.75 403.72 412 67.4 419 418 0.29 0.45 0.13 1.38 7.1 0.93 9.87 21 1.49 0.013 1933 8.08 31.59 403.47 403 1 411 1 51 417 416 0.29 0.45 0.13 0.13 7.1 0.93 0.93 15 5.6 0.013 15 28 6.89 63.4 472.05 468.5 476.3 6.1 416 415 1.46 0.45 0.66 0.79 7.1 4.7 5.64 15 7.56 0.013 17.76 12.84 75.57 464.73 459.02 474.3 31.7 415 414 0.34 0.6 0.2 1.14 7.1 1.46 8.17 18 5.55 0.013 24.74 12.56 113.9 458.77 452.45 465.2 33 414 413 0.32 0.6 0.19 1.33 7.1 1.37 9.54 18 6.77 _ 0.013 27.32 14.08 164.78 452.2 441.05 456:7 34.9 413 412 0.99 0.5 0.5 1.83 7.1 3.54 13.09 24 3.68 0.013 43.38 12.09 162.32 440.55 434.58 445.3 30.2 412 411 0.67 0.5 0.34 2.16 7.1 2.4 15.48 24 0.7 0.013 18.9 6.71 44.4 434.48 434.17 440.4 81.9 411 410 0.12 0.6 0.07 2.24 7.1 0.52 16 24 0.71 0.013 19.09 6.8 25.28 434.07 433.89 440.1 83.8 410 409A 0.38 0.5 0.19 4.4 7.1 1.36 31.48 30 0.81 0.013 36.86 8.43 118.87 433.39 432.43 440.2 85.4 409A 409 0.46 0.5 0.23 4.63 1 61 1.65 33.13 30 0.8 0.013 36.75 8.47 109.63 432.33 431.45 442 90.1 409 408 0.68 0.5 0.34 4.97 7.1 2.43 35.56 30 0.8 0.013 36.67 8.51 177.6 431.35 429.93 444.2 97 408 407 0 0.6 0 4.97 7.1 0 35.56 30 0.8 0.013 36.62 8.5 184.37 429.83 428.36 447.5 97.1 407 406 0.38 0.6 0.23 5.33 7.1 1.63 38.18 30 3.45 0.013 76.15 15.52 224.81 424.5 416.75 441.3 50.1 406 405 0.39 0.6 0.23 6.04 7.1 1.67 43.2 30 1.5 0.013 50.28 11.52 47.25 416.5 415.79 422 85.9 405 404 0.15 0.6 0.09 6.13 7.1 0.64 43.85 36 0.95 0.013 64.91 9.86 33.78 413.1 412.78 421.1 67.5 404 403 0.12 0.6 0.07 6.46 7.1 0.52 46.25 36 1.1 0.013 70.09 10.59 16.3 412.53 412.35 421.1 66 403 402 0.09 0.6 0.05 6.52 7.1 0.39 52.08 36 1.01 0.013 66.93 10.47 121.14 408.61 407.39 421.3 77.8 402 401 0.22 0.6 0.13 6.85 7.1 0.94 54.48 36 1.33 0.013 1 77.06 11.82 96.64 407.29 406 420.7 70.7 6.5 0 0 0 0.11 0.02 0.22! 2 0.083 100 0 0 0.02 407 407 16 Curb DI-3BB 0.38 0.6 422A 422 0.69 0.6 0.41 0.41 7.1 2.96 2.96 15 0.79 0.013 5.76 4.72 62.97 436.35 435.85 440.6 51.5 0.6 0.23 6.5 1.53 0 1.53 3.4 0.02 4.144 2 0.083 99.2 1.52 0.01 0.21 405 405 8 Curb D1 -4C 415A 415 0.25 1 0.6 0.15 0.15 7.1 1 1.07 1 17 15 1.01 0.013 1 6.49 1 3.91 32.66 459.35 1 459.02 1 465.6 1 16.5 Curb DI -4C 0.12 0.6 0.07 6.5 0.47 0 0.47 100 0.02 3.411 2 0.083 100 0.47 0 0.19 0.62 403 410A 410 3.26 0.61 1.97 1.97 7.1 14.12 14.12 24 2.99 0.013 39.12 11.44 27.75 436.2 435.37 438.5 36.1 402 6 Curb DI-4BB 0.22 0.6 0.13 6.5 0.86 0 0.86 2 0.02 3.122 2 0.083 96.9 0.84 0.03 0.19 407A 407 0.23 0.6 0.14 0.14 7.1 0.99 0.99 15 4.99 0.013 14.43 6.73 39.45 436.65 434.68 442.9 6.8 120 12 422A 12 Curb DI -3B 0.69 1 0.6 1 0.41 6.5 2.71 0 2.71 1.56 0.02 7.593 2 0.083 99.8 2.71 406A 406 1 1.04 0.45 0.47 0.47 7.1 3.35 3.35 1 15 5 0.013 14.45 1 9.58 1 105.32 1 424.02 1 418.75 1 431.5 1 23.2 1.3 0 0.19 111 415A 8 Curb D1-313 0.25 0.6 0.15 6.5 0.98 0 0.98 7.89 0.02 1.851 2 0.063 404A 404 0.44 0.6 0.26 0.26 7.1 1.89 1.89 15 1 0.013 6.46 4.57 1 35.01 417.35 417 421.6 29.3 2 8.33 85.4 0.75 0.13 410A 111 ES -1 3.26 0.61 1.976.5 0.6 12.93 0 12.931 0 1 1 1 403C 4038 0.15 0.6 0.09 0.09 7.1 0.64 0.64 15 0.6 0.013 5.02 2.81 41.46 410.3 410.05 416.55 12.8 4038 403A 0.23 0.6 0.14 0.23 7.1 0.99 1.63 15 0.6 0.013 5.01 3.65 98.18 409.95 409.36 416.55 32.6 403A 403 0.17 0.6 0.1 0.33 7.1 0.73 2.36 15 0.61 0.013 5.04 4.04 90.35 409.26 408.71 421 46.9 0.27 4 1.1 0 1.1 2 2 3.91 2 465.6 406A 100 Grate DI -7 1.04 0.45 0.47 6.5 3.07 0 402A 402 0.34 0.6 0.21 0.2 1 7.1 1 1.46 1.46 1 15 1.01 0.013 1 6.48 1 4.26 163.56 413.64 413 1 419.3 22.5 STORM SEWER INLET COMPUTATIONS PHASE 4 BRIARWOOD 6/11/2009 LENGTH NUMBER (ft) TYPE DRAIN- AGE AREA (acres) C CA (acres) I (in/hr) Local Total Rational Bypassed Flow (cfs) Flow (cfs) Total Flow S GUTTER to Inlet SLOPE (cfs) (0) Sx CROSS SLOPE (Oft) T SPREFAD (ft) W (ft) Sw (ft/ft) E(#16) (%) Q; INTERCEPTED (cfs) Total Canyo>,er Flow (cfs) d (ft) Bypass Target 422B 12 Curb D1-313 0.65 0.6 0.39 6.5 2.56 0 2.56 1.41 0.02 7.555 2 0.083 100 2.56 0 0.28 422 422 10 Curb DI -3C 0.17 0.6 0.1 6.5 0.67 0.01 0.67 1 2.281 1 0.02 3.87' 2 0.083 100 0.67 0 0.2 0.38 420 0.27 Grate DI -7 0.76 0.45 0.34 6.5 2.24 0 2.24 2 0.083 100 1.07 0 402A 6 Curb DI -3C 1 0.35 0.6 419 6.5 Grate DI -7 0.29 0.45 0.13 6.5 0.86 0 0.86 1.34 0 0.28 100 0.92 0 0.16 105C 0.26 4.2 Grate DI -7 0.53 0.54 0.29 4 1.15 0 1.15 9.99 0.02 8.09 1.6 0 0.02 100 1.15 0 0.16 164.778 108 417 Curb DI-3BB Grate D1-7 0.29 0.45 0.13 6.5 0.86 0 0.86 0.03 0.8 21 2 0.083 100 0.09 0 0.26 105C 416 10 Grate DI -7 1.46 0.45 0.66 6.5 4.3 0 4.3 4.8 0.02 2 404.64 2 0.083 100 0.94 0.46 0.17 415 12 Curb DI -3B 0.34 0.6 0.2 6.5 1.34 0.1 1.43 7.47 0.02 2.62? 2 0.083 99.3 1.43 0.01 0.18 414 414 14 Curb DI -3130.32 6 0.6 1 0.19 6.5 1.26 0.01 1.27 7.89 0.02 2.14{ 2 0.083 100 1.27 0 0.17 413 413 166urb DI -360.99 106 0.5 0.5 6.5 3.24 0 3.24 5,45 0,02 5.91' 2 0.083 98 3.18 0.07 0.24 412 412 12 Curb DI -313 1 0.67 0.5 0.34 6.5 2.19 0.07 2.26 1.53 0.02 6.92? 2 0.083 100 2.26 0 0.27 411 411 6 Curb DI -3C 0.12 0.6 0.07 6.5 0.47 0.02 0.49 7.82 0.02 3.95i 2 0.083 100 0.49 0 0.21 409A 410 6 Curb DI -313 0.38 0.5 0.19 6.5 1.24 0.24 1.48 0.43 0.02 7.741. 2 0.083 98.7 1.46 0.02 0.28 411 409A 6 Curb D1-3BB 0.46 0.5 0.23 6.5 1.51 0 1.51 2 0.02 4.985 2 0.083 84.3 1.27 0.24 0.23 410 409 12 Curb DI -3138 0.68 0.5 0.34 6.5 2.23 0 2.23 1.9 0.02 6.465 2 0.083 100 223 0 0.26 409A 408 2.5 Curb D1-3AA 0 0.6 0 6.5 0 0 0 0.11 0.02 0.22! 2 0.083 100 0 0 0.02 407 407 16 Curb DI-3BB 0.38 0.6 0.23 6.5 1.49 0.04 1.54 7.3 0.02 2.885 2 0.083 100 1.54 0 0.18 406 406 10 Curb DI -3B 0.39 0.6 0.23 6.5 1.53 0 1.53 3.4 0.02 4.144 2 0.083 99.2 1.52 0.01 0.21 405 405 8 Curb D1 -4C 0.15 0.6 0.09 6.5 0.59 0.01 0.6 3.08 0.02 3.99) 2 0.083 100 1 0.6 0 0.21 0.32 404 8 Curb DI -4C 0.12 0.6 0.07 6.5 0.47 0 0.47 100 0.02 3.411 2 0.083 100 0.47 0 0.19 0.62 403 6 Curb DI -486 0.09 0.6 0.05 6.5 0.35 0 0.35 1.4 0.02 1.744 2 0.083 100 0.35 0 0.15 404 402 6 Curb DI-4BB 0.22 0.6 0.13 6.5 0.86 0 0.86 2 0.02 3.122 2 0.083 96.9 0.84 0.03 0.19 402A 0.79 0.67 0.53 4 2.13 0 2.13 4.7 2 4.71 2 0.73 8.33 100 2.13 0 0.22 111 120 12 422A 12 Curb DI -3B 0.69 1 0.6 1 0.41 6.5 2.71 0 2.71 1.56 0.02 7.593 2 0.083 99.8 2.71 0.01 0.28 422 12 Curb DI -313 0.48 0.67 0.32 4 1.3 0 1.3 4.7 2 3.05 2 1.2 8.33 100 1.3 0 0.19 111 415A 8 Curb D1-313 0.25 0.6 0.15 6.5 0.98 0 0.98 7.89 0.02 1.851 2 0.063 90 0.88 0.1 0.15 415 111 119 6 Curb DI-4BB 0.33 0.66 0.22 4 0.88 0 0.88 1 4.6 2 1.96 2 8.33 85.4 0.75 0.13 410A 111 ES -1 3.26 0.61 1.976.5 0.6 12.93 0 12.931 0 1 1 1 2 1 2 8.33 0.78 0.45 0.01 0.13 111 117 6 Curb DI -413 0.1 0.56 0.06 4 0.23 0 0.23 2 2 1.38 2 8.33 100 407A 8 Curb DI -36 0.23 1 0.6 1 0.14 6.5 0.9 0 0.91 5.84 1 0.02 1 2 1 0.083 1 95.3 0.86 1 0.04 1 0.16 1 407 100 0.46 0 0.15 111 115A 10 Curb DI -313 0.4 0.68 0.27 4 1.1 0 1.1 2 2 3.91 2 465.6 406A 100 Grate DI -7 1.04 0.45 0.47 6.5 3.07 0 3.07 0.69 0.17 6.5 1.09 0 1.09 2 2 0.4 2 3.91 8.33 100 1.09 0 0.2 1 111 STORM INLET DESIGN COMPUTATIONS 101-104 BRIARWOOD 410A 2/11/2008 NUMBER 404A 10 Curb DI -38 1 0.44 1 0.6 1 0.26 1 Local Rational Flow (cfs) 1.73 0 1.73 1 2.2 1 0.02 15.293 2 0.083 99.8 1.73 0 0.23 404 403C 6 Curb DI -313 0.15 0.6 0.09 6.5 0.59 0 0.59 1 2 1 0.02 1 1.97' 2 D.083 100 0.59 1 0 1 0.16 1 403B 4038 8 Cu b DI -313 0.23 1 0.6 1 0.14 1 6.5 0.9 0 0.9 2 0.02 3.27' 1 2 1 0.083 1 100 1 0.9 1 0 0.19 403A 403A 6 Curb D1-3BB 1 0.17 1 0.6 1 0.1 1 6.5 0.67 1 0 1 0.67 1 2 1 0.02 1 2.281 1 2 1 0.083 1 99.7 1 0.67 1 0 0.17 403 10 Curb DI -313 0.38 0.7 0.27 4 1.07 0 1.07 4.6 0.03 2.31 C 2 0.083 100 1.07 0 402A 6 Curb DI -3C 1 0.34 0.6 1 0.2 1 6.5 1.34 0 1.341 1 0.02 1 7.71 1 2 1 0.083 j 100 1.34 0 0.28 STORM INLET DESIGN COMPUTATIONS 105-110 INLET DESIGN COMPUTAII-IONS CAM 1 B BRIARWOOD 10/11/2010 BRIARWOOD Length (ft) Energy Slope (ft/ft) DRAIN- Hydraulic Grade Line Out (ft) Velocity In (ft/s) Intercepted Rational Flow (cfs) Velocity Out (ft/s) Bend Angle (degrees) 2111/2008 NUMBER LENGTH (ft) TYPE DRAIN- AGE AREA (acres) C CA (acres) I (in/hr) Local Rational Flow (cfs) Total Bypassed Flow (cfs) Total Flow To Inlet (cfs) S GUTTER SLOPE (%) Sx CROSS SLOPE (ft/ft) T (SPREAD ) (ft) W (ft) Sw (ft/ft) E (#16) (%) Q; INTER- CEPTED (cfs) Total Carryover Flow (cfs) d (ft) Bypass Target 109B 12 Curb DI -313 0.58 0.65 0.38 4 1.52 0 1.52 4.6 0.03 3.1 AREA 2 0.083 100 1.52 0 0.2 105C 109A 10 Curb DI -313 0.38 0.7 0.27 4 1.07 0 1.07 4.6 0.03 2.31 C 2 0.083 100 1.07 0 0.18 105C 109 10 Curb DI -313 0.30 0.76 0.23 4 0.92 0 0.92 5.6 0.03 1.92 0.128 2 0.083 100 0.92 0 0.16 105C 108A 4.2 Grate DI -7 0.53 0.54 0.29 4 1.15 0 1.15 9.99 0.02 8.09 1.6 0 0.02 100 1.15 0 0.16 164.778 108 4 Curb DI-3BB 0.03 0.74 0.02 4 0.09 0 0.09 5.6 0.03 0.8 21 2 0.083 100 0.09 0 0.07 105C 107B 10 Curb DI -3B 0.44 0.53 0.23 4 0.94 0 0.94 4.8 0.02 2 404.64 2 0.083 100 0.94 0 0.17 105C 107A 12 Curb DI -360.54 21 0.64 0.35 4 1.39 0 1.39 4.8 0.02 3.25 440.4 2 0.083 100 1.39 0 0.19 105C 107 6 Curb DI-3BB 0.05 0.72 0.04 4 0.15 0 0.15 5.8 0.03 0.96 411 2 0.083 100 0.15 0 0.08 105C 106 8 Curb DI-3BB 0.13 0.84 0.11 4 0.44 0 0.44 6.7 0.03 1.41 435.85 2 0.083 100 0.44 0 0.12 105C 105B 6 Curb DI-3BB 0.14 0.47 0.07 4 0.27 0 0.27 1 2.6 0.02 1.39 1 2 0.083 1 100 0.270 7.10 0.12 105C 474.30 118.817 0.67 435.3 434.79 7.82 7.10 6.56 0.82 433.00 0.51 0.95 8.43 409A 30 1.65 434.79 434.29 STORM INLET DESIGN COMPUTATIONS 111-124 1.65 BRIARWOOD 442 0.5 Standard 1 409A-409 2111/2008 NUMBER LENGTH (ft) TYPE DRAIN- AGE AREA (acres) C CA (acres) S Sx Local Total Total Flow GUTTER CROSS T Rational Bypassed To Inlet SLOPE SLOPE (SPREAD I (in/hr) Flow (cfs) Flow (cfs) (cfs) (%) (%) ) (ft) W (ft) Q; INTER- Total E (#16) CEPTED Carryover Sw (%) (%) (cfs) Flow (cfs) d (ft) Bypass Target 124 8.47 Grate DI -7 0.69 1 0.56 0.39 6.5 2.53 0 2.53 2.43 2 12.31 0 0.54 2 100 2.53 0 1 0.25 23A 6 Curb DI -313 1 0.72 0.42 4 1.68 0 1.68 4.6 2 3.95 2 30 8.33 69.9 1.18 0.51 0.21 111 23 6 Curb DI-3CC 0.1 0.71 0.07 6.5 0.47 0 0.47 2 3.84 2 430.35 8.33 100 0.47 0 0.2 1.51 2A r12113 1.08 Grate DI -7 0 0.49 0.18 6.5 1.19 0 1.19 8.72 2 8.21 0 441.3 2 100 1.19 0 0.16 22 224.831 Grate DI -7 0.84 0.56 0.47 6.5 3.08 0 3.08 7.2 2 13.76 0 406 2 100 3.08 0 0.28 418.69 9.46 14 Curb DI -3B 0.47 0.68 0.32 4 1.29 0 1.29 6.8 2 2.43 2 418.69 8.33 100 1.29 0 0.18 111 121A 12 Curb DI-3BB 0.36 0.62 0.22 4 0.9 0 0.9 6.8 _2 1.84 2 8.33 100 0.9 0 0.15 111 121 8 Curb DI -313 0.12 0.63 0.08 4 0.3 0 0.3 6.3 2 1.24 2 9.86 8.33 100 0.3 0 0.1 111 120A 16 Curb DI -3B 0.79 0.67 0.53 4 2.13 0 2.13 4.7 2 4.71 2 0.73 8.33 100 2.13 0 0.22 111 120 12 Curb DI -3C 1 0.56 0.34 6.5 2.2 0 1 2.2 411.56 2 7.84 2 8.78 8.33 100 2.2 0 0.28 119B 12 Curb DI -313 0.48 0.67 0.32 4 1.3 0 1.3 4.7 2 3.05 2 1.2 8.33 100 1.3 0 0.19 111 119A 12 Curb DI -3B 0.49 0.66 0.32 4 1.3 0 1.3 4.7 2 3.07 2 96.644 8.33 100 1.3 0 0.19 1 111 119 6 Curb DI-4BB 0.33 0.66 0.22 4 0.88 0 0.88 1 4.6 2 1.96 2 8.33 85.4 0.75 0.13 0.16 111 118 6 Curb DI-4BB 0.19 0.6 0.11 4 0.46 0 0.46 4.6 2 1.54 2 8.33 97.2 0.45 0.01 0.13 111 117 6 Curb DI -413 0.1 0.56 0.06 4 0.23 0 0.23 2 2 1.38 2 8.33 100 0.23 0 0.11 111 116 6 Curb DI-4BB 0.18 0.64 0.12 4 0.46 0 0.46 2 2 1.8 2 8.33 100 0.46 0 0.15 111 115A 10 Curb DI -313 0.4 0.68 0.27 4 1.1 0 1.1 2 2 3.91 2 465.6 8.33 100 1.1 0 0.2 111 115 8 Curb DI-4CC 0 0.69 0.17 6.5 1.09 0 1.09 2 2 3.87 2 3.91 8.33 100 1.09 0 0.2 1 111 STORM INLET DESIGN COMPUTATIONS 101-104 BRIARWOOD 410A 2/11/2008 NUMBER LENGTH (ft) TYPE DRAIN- AGE AREA (acres) C CA (acres) I (in/hr) Local Rational Flow (cfs) Total Bypassed Flow (cfs) Total Flow To Inlet (cfs) S GUTTER SLOPE (%) Sx CROSS SLOPE (ft/ft) T (SPREAD ) (ft) W (ft) Sw (ft/ft) E (#16) (%) Q, INTER- CEPTED (cfs) Total Carryover Flow (cfs) d (ft) Bypass Target 104 437.55 Grate DI -7 0.63 0.51 0.32 6.5 2.11 0 2.11 0.61 0.02 1 11.11 0 0.02 100 2.11 0 0.22 103A 6 Curb DI -313 0.25 0.71 0.18 4 0.72 0 0.72 1 0.02 3.64 437.11 2 0.083 100 0.72 0 0.2 101 103 8 Curb DI -313 0.30 0.81 1 0.24 4 0.98 0 0.98 2 0.02 3.53 6.73 2 0.083 100 0.98 0 0.2 101 1028 10 Curb DI -313 0.19 0.9 1 0.17 4 0.69 0 0.69 5 0.02 1.76 2 0.083 100 0.69 0 0.15 101 102A 10 Curb DI -3C 0.52 0.5 0.26 6.5 1.7 0 1.7 0.02 7.24 15 2 0.083 100 1.7 0 0.27 102 6 Curb DI-3CC 0.13 0.9 0.12 6.5 0.77 0 0.77 0.02 5.36 2 0.083 100 0.77 0 0.23 STORM INLET DESIGN COMPUTATIONS 3613 -outfall BRIARWOOD 418 417.9 3.66 1.89 3.66 2/11/2008 NUMBER LENGTH (ft) TYPE DRAIN- AGE AREA (acres) C CA (acres) I (in/hr) Local Rational Flow (cfs) Total Bypassed Flow (cfs) Total Flow 7GUTTER To Inlet (cfs) OSS OPE ft) T (SPREAD ) (ft) W (ft) Sw (ft/ft) E (#16) (%) Q, INTER- CEPTED (Cfs) Total Carryover Flow (cfs) d (ft) Bypass Target 368 4.57 Grate DI -7 3.191-0 44 1.4 6.5 9.21 0 9.2 0.5 2.56 0 0.5 100 9.2 0 1.28 0.64 STORM INLET DESIGN COMPUTAII-IONS CAM 1 B BRIARWOOD 10/11/2010 Total inlet Rational Flow (cfs) Length (ft) Energy Slope (ft/ft) DRAIN- Hydraulic Grade Line Out (ft) Velocity In (ft/s) Intercepted Rational Flow (cfs) Velocity Out (ft/s) Bend Angle (degrees) Top Elevation (ft) S Sx Velocity Head In (ft) Average I Velocity (ft/s) 422B 15 2.79 63.41 4.92 436.96 436.82 4.16 2.79 AGE 33.61 440.4 0.13 Local Total Total Flow GUTTER CROSS T 42.023 0.7 436.82 Q; INTER- Total 1 4.47 87.51 LENGTH 0.34 AREA 0.27 CA 422 Rat J;lal Bypassed To Inlet SLOPE SLOPE (SPREAD 6.01 1 0.73 E (#16) CEPTED Carryover 1 0.28 Bypass NUMBER (ft) TYPE (acres) C (acres) I (in/hr) Flow (cfs) Flow (cfs) (cfs) (%) (%) ) (ft) W (ft) Sw (%) (%) (cfs) Flow (cfs) d (ft) Target CAM 1B 8 Curb DI -3B 0.32 0.7 0.128 4 0.512 0 0.512 4.18 0.02 2.49 2 4.2 100 0.512 0 0.01 410.26 STORM SEWER HGL COMPUTATIONS PHASE 4 BRIARWOOD 6/11/2009 Label Tailwater Section Elevation Size Total inlet Rational Flow (cfs) Length (ft) Energy Slope (ft/ft) Hydraulic Grade Line In (ft) Hydraulic Grade Line Out (ft) Velocity In (ft/s) Intercepted Rational Flow (cfs) Velocity Out (ft/s) Bend Angle (degrees) Top Elevation (ft) Gravity Element He (ddl ss Headloss Method Velocity Head In (ft) Average I Velocity (ft/s) 422B 15 2.79 63.41 4.92 436.96 436.82 4.16 2.79 4.16 33.61 440.4 0.13 Standard 0.27 6.89 4228 TO 422 15 4.7 42.023 0.7 436.82 436.48 4.16 1 4.47 87.51 474.3 0.34 Standard 0.27 4.47 422 15 0.73 1 7.49 426.16 425.88 6.01 1 0.73 6.01 79.78 440.1 1 0.28 Standard 0.56 12.84 422 TO 421 15 1.46 82.51 5.81 425.88 418.76 6.01 1.46 13.62 6.77 465.2 7.11 Standard 0.56 13.62 421 1 18 10.412 113. 9 5.52 410.54 410.26 6.01 0.110 6.01 11.68 422.5 0.28 Standard 0.56 12.56 421 TO 420 15 1.37 24.54 2.5 410.26 408.65 6.01 1.37 9.99 79.97 456.7 1.6 Standard 0.56 11.46 420 18 inch 2.45 164.778 5.63 407.1 406.86 5.55 2.45 5.55 0.03 412 0.24 Standard 0.48 14.08 420 TO 419 21 3.54 290.415 0.7 406.86 404.9 5.55 3.54 5.18 89.24 445.3 1.96 Standard 0.48 5.91 419 24 0.93 162.332 3.51 404.9 1 404.64 1 5.78 1 0.93 5.78 0 411 0.26 Standard 0.52 12.09 419 TO 418 21 2.4 31.599 1.06 404.64 403.93 5.78 2.4 7.58 0 440.4 0.71 Standard 0.52 8.08 418 24 0.22 44.41 0.41 404.4 403 0 1.40 0 0 409 1 0 401.97 0 6.71 417 Culvert Discharge (cfs) 0.93 Inlet Control Depth (ft) Outlet Control Depth (ft) 472.5 472.43 2.97 0.93 2.97 outlet Velocity (ft/s) 476.3 0.07 Standard 0.14 CL II 417 TO 416 15 418 403.00 63.41 4.92 472.43 468.71 2.97 0.63 6.89 33.61 2.230 3.72 5-S2n 1 0.14 6.89 416 1.610 4.7 0.000 15.93 465.93 465.69 5.56 4.7 5.56 0.868 474.3 0.24 Standard 0.48 0.000 416 TO 415 15 438.66 75.517 7.49 465.69 460.14 5.56 1.044 4.85 79.78 0.000 5.55 17.74 0.48 12.84 415 5-S2n 1.46 1.512 1.078 460.14 459.88 5.84 1.46 5.84 438,91 465.2 0.27 Standard 0.53 1.550 415 TO 414 1 18 10.412 113. 9 5.52 459.88 453.7 5.84 0.110 5.17 11.68 1.588 6.17 1.610 0.53 12.56 414 20.46 1.37 2.984 0.110 453.7 453.39 6.33 1.37 6.33 10.639 456.7 0.31 Standard 0.62 3.133 414 TO 413 18 inch 1.030 164.778 5.63 453.39 441.66 6.33 22.27 14.08 0.03 3.289 11.73 5-S2n 0.62 14.08 413 1.610 3.54 0.000 23.17 442.14 441.85 6.04 3.54 6.04 1,082 1 445.3 0.28 Standard 0.57 0.000 413 TO 412 24 0.34 162.332 3.51 441.85 436.43 6.04 486.50 1 4.31 0 0.53 5.42 0.29 0.57 12.09 412 495.00 2.4 25 0.33 436.43 436.21 5.37 2.4 5.37 445.00 440.4 0.22 Standard 0.45 0.28 412 TO 411 24 0.22 44.41 0.41 436.21 436.08 5.37 1.40 5.01 0 0.64 0.13 401.97 0.45 6.71 411 0.47 0.52 3.34 0.31 436.08 435.85 5.41 0.52 5.41 0.18 440.1 0.23 Standard 0.45 497.36 411 TO 410 24 0.45 25.2E8 0.44 435.85 435.78 5.41 412.25 5.21 0.45 0.45 0.08 7.10 0.45 6.8 410 30 1.36 0.29 1 435.78 435.3 7.82 1.36 7.82 1 440.2 0.47 Standard 0.95 7.10 410-409A 0.39 474.30 118.817 0.67 435.3 434.79 7.82 7.10 6.56 0.82 433.00 0.51 0.95 8.43 409A 30 1.65 434.79 434.29 8.03 1.65 8.03 442 0.5 Standard 1 409A-409 109.653 0.6 434.29 433.92 8.03 6.77 6.41 0.37 1 8.47 409 30 2.43 433.92 433.37 8.35 2.43 8.35 444.2 0.54 Standard 1.08 409 TO 408 177.E6 0.7 433.37 432.4 1 8.35 7.26 17.3 0.98 1 1.08 8.51 408 30 0 432.4 431.85 8.35 0 8.35 447.5 0.54 Standard 1.08 408 TO 407 184.337 0.8 431.85 430.35 8.35 8.5 18.5 1.51 1.08 8.5 407 30 1.63 427.18 426.59 8.72 1.63 8.72 441.3 0.59 Standard 1.18 407 TO 406 224.831 3.31 426.59 419.39 8.72 7.78 2.82 7.2 1.18 15.52 406 30 1.67 419.39 418.69 9.46 1.67 9.46 422 0.7 Standard 1.39 406 TO 405 47.2E5 1.21 418.69 417.67 9.46 10.88 88.95 1.02 1.39 11.52 405 36 0.64 415.76 415.26 8.06 0.64 8.06 421.1 0.5 Standard 1.01 405 TO 404 33.7ffi 0.69 415.26 415.28 8.06 6.98 90 -0.02 1.01 9.86 404 36 0.52 415.28 414.75 8.26 0.52 8.26 421.1 0.53 Standard 1.06 404 TO 403 16.3 i 0.73 414.75 414.33 8.26 9.35 68.73 0.42 1.06 10.59 403 36 0.39 411.56 410.96 8.78 0.39 8.78 421.3 0.6 Standard 1.2 403 TO 402 121.14 0.81 410.96 410.32 8.78 7.42 72.1 0.64 1.2 10.47 402 36 0.94 410.32 409.69 9 0.94 9 420.7 0.63 Standard 1.26 402 TO 401 96.644 1.05 409.69 407.93 9 11.35 0 1.76 1.26 11.82 401 1 1 1 408.4 406 0 0 412 0 0 422A 2.96 437.18 437.04 4.25 2.96 4.25 440.6 0.14 Standard 0.28 422A TO 422 15 62.977 0.78 1 437.04 436.49 4.25 4.72 92.49 0.56 0.28 4.72 415A 1.07 460.15 460.14 1.31 1.07 1.31 465.6 0.01 Standard 0.03 415A TO 415 15 32.663 1 0.03 460.14 460.14 1 1.31 0.92 89.391 10 0.03 3.91 410A _+_24 14.12437.86 437.55 6.24 14.12 6.24 438.5 0.3 Standard 0.61 410A TO 410 27.7 1.4 437.55 436.31 6.24 9.68 67.27 1.24 0.61 11.44 407A 0.99 437.11 437.04 1 3.02 0.99 3.02 442.9 0.07 Standard 0.14 407A TO 407 15 39.45 1 4 437.04 434.9 1 3.02 6.73 43.53 2.14 0.14 1 6.73 406A 3.35 24.91 424.76 4.44 3.35 4.44 431.5 0.15 Standard TO 406 15 105.3:2 4.25406A T_i2_476 419.16 4.44 9.58 89.03 5.6 0.31 j 9.58 404A 1.89 418 417.9 3.66 1.89 3.66 421.6 0.1 Standard 0:21 404A TO 404 15 35.011 0.91 417.9 417.46 3.66 4.57 0 0.43 0.21 4.57 403C 0.64 410.67 410.61 2.67 0.64 2.67 416.55 0.06 Standard 0.11 403C TO 403B 15 41.460 0.34 410.61 410.55 2.67 1.4 92.49 0.06 0.11 2.81 403B 0.99 410.55 410.46 3.5 0.99 1 3.5 416.55 0.1 Standard 0.19 403B TO 403A 15 98.183 0.56 410.46 409.99 3.5 2.61 50.8 0.46 0.19 3.65 403A 0.73 409.99 409.87 3.93 0.73 3.93 421 0.12 Standard 0.24 403A TO 403 15 90.35 0.61 409.87 409.31 3.93 4.04 73.62 0.56 0.24 4.04 403 0.39 409.22 409.13 3.39 0.39 3.39 421.3 0.09 Standard I 0.18 402A 1.46 1414.21 414.12 3.38 1.46 3.38 419.3 0.09 Standard 0.18 401 to 402A 15 63.50 1 0.96 414.12 413.4 1 3.38 1 1 4.26 50.07 1 1 0.71 1 0.18 4.26 10 -YR. FLOW--> STORM STRUCTURE 410A Table 2 - Culvert Summary Table: Culvert 1 Total Discharge (cfs) Culvert Discharge (cfs) Headwater Elevation (g) Inlet Control Depth (ft) Outlet Control Depth (ft) Flow Type Normal Depth (ft) Critical Depth (ft) Outlet Depth (ft) Tailwater Depth (ft) outlet Velocity (ft/s) Tailwater o Velocity (ft/s) 401 406.00 36 14.36 CL II 7.07 Type B 9.0 Sq. Yds. STD EC -1 CL II REQ'D w/ Type B Installatior 418 403.00 21 8.08 CLI 2.40 Type A 3.1 5q. Yds. STD EC -1 CL I REQ'D w/ Type A Installatior 0.63 15.02 438.43 2.230 2.230 5-S2n 0.841 1.397 0.973 1.610 9.907 0.000 15.93 15.93 438.64 2.341 2.341 5-S2n 0.868 1.435 1.008 1.610 10.034 0.000 16.84 16.84 438.66 2,457 2.457 5-S2n 0.895 1.474 1.044 1.610 10.158 0.000 17.74 17.74 438.78 2.579 2.579 5-S2n 0.923 1.512 1.078 1.610 10.284 0.000 18.65 18.65 438,91 2.707 0.110 5-S2n 0.950 1.550 1.111 1.610 10.412 0.000 79.55 19.55 439.04 2.842 0.110 5-S2n 0.977 1.588 1.145 1.610 10.519 0.000 2(1.46 20.46 439.18 2.984 0.110 5-S2n 1.005 1.618 1.177 1.610 10.639 0.000 27.36 21.36 439.33 3.133 0.110 5-S2n 1.030 1.645 1.209 1.610 10.757 0.000 22.27 22.27 439.49 3.289 0.110 5-S2n 1.056 1.672 1.238 1.610 10.900 0.000 23.17 23.17 439.65 3 452 0.110 5 S2n 1,082 1 1.698 1-270 1.610 11.024 0.000 Inlet Elevation (invert): 436.20 ft, Outlet Elevation (invert): 435.37 ft Culvert Length* 25.89 ft, «««Culvert «Slope: 0.0321 CULVERT OUTLET PROTECTION ROAD AND BRIDGE STD EC -1 STR. INV PIPE Outlet EG1 Hydraulic Installation PLAN DESCRIPTION # OUT (FT) DIA.(IN) Velocity (FPS) Class opening (SOFT) Type 401 406.00 36 14.36 CL II 7.07 Type B 9.0 Sq. Yds. STD EC -1 CL II REQ'D w/ Type B Installatior 418 403.00 21 8.08 CLI 2.40 Type A 3.1 5q. Yds. STD EC -1 CL I REQ'D w/ Type A Installatior Dimensions Based on Type of Installation STR. Installation Length Width # Type (FT) (FT) 401 Type B 9.00 9.00 418 Type A 5.25 5.25 Type A - 3H Length & 3S Width Type B - 5H Length & 3S Width H = Height of Cui\,ert S = Spam of Culeert *for circular pipe H = S CLASS OF OUTLET PRTOECTION EC -3 TYPE B MAXIMUM VELOCITY IS 6 FPS EC -1 CL Al MAXIMUM VELOCITY IS 8 FPS EC -1 CL I MAXIMUM VELOCITY IS 10 FPS EGA CL II MAXIMUM VELOCITY IS 19 FPS OUTLET PROTECTION MATERIAL STD EC -3 Type B Class Al - Class Al Dry Riprap Gass I - Class I Dry Riprap Class II- Class II Dry Riprap WDOT DRAINAGE MANUAL (HYDRAULIC DESIGN ADVISORY, HDA 06-03) ENGINEERING GROUPE PROJECT STATUS 2/22/11 REVISED PER COUNTY COMMENTS 0/13/10 REALIGN ELM TREE KNOLL PL., REVISED LOT LINES 59-90, 105-11 & REGRADE TO ELIMINATE RET. WALLS 5/21/10 REVISED LOTS AND GRADING 6-19-09 10-24-07 8-31-07 7-31-07 DATE 1. N O > Ln o O 5b w 76 � >� 00 � _"4 Ln Q0 o OC r� N oar. Ln o 0 � at • rWAq c,0 rrTT +� N U U a� cl ULo>n U 0- (� O O o � 00 0 Lr) 0 L,J CO w o >>C)f ry w V) z a O U) 71 o Lo Q CY 0 L o r - W z to � O W to Q Z z z � J J L!J d F- � 0 0 II1111-111OZI M� NO DI -7 w/type III grates HEADWATER COMPUTATIONS STR DRAINAGE NUMBER AREA (AC) C CA IN/HR Q INCR 10 -YR (CFS) DEPTH OF WATER (FT) TOP OF STIR (FT) 10 -YR HWE (FT) 5 0.97 0.62 0.60 7.10 4.27 0.37 419.00 419.37 11B 0.13 0.68 0.09 7.10 0.63 0.10 463.00 463.10 13 0.15 0.73 0.11 7.10 0,78 0.12 467.00 467.12 14 0.15 0.69 0.101 7.10 0.731 0.11 467.00 467.11 15 0.08 0.60 0.05 7.10 0.34 0.07 469.00 469.07 17 0.19 0.71 0.13 7.10 0.96 0.13 450.00 450.13 18 0.12 0.63 0.08 7.10 0.54 0.09 470.00 470.09 19 0.32 0.67 0.21 7.10 1.52 0.18 461.00 461.18 20 0.18 0.73 0.13 7.101 0.93 0.13 463.00 463.13 22 0.04 0.40 0.02 7.10 0.11 0.03 464.30 464.33 23 0.61 0.54 0.33 7.10 2.34 0.24 472.00 472.24 25B 0.10 0.40 0.04 7.10 0.28 0.06 433.00 433.06 28A 1.08 0.51 0.55 7.10 3.91 0.34 441.00 441.34 35 0.30 0.50 0.15 7.10 1.07 0.14 482.00 482.14 32 0.16 0.55 0.09 7.10 0.62 0.10 458.76 458.86 104 0.34 0.55 0.19 7.10 1.33 0.17 486.50 1 486.67 108A 0.53 0.54 0.29 7.10 2.03 0.22 495.00 495.22 25 0.33 0.54 0.18 7.10 1.27 0.16 445.00 445.16 31B 0.57 0.49 0.28 7.10 1.98 0.22 467.59 467.81 366 3.19 0.44 1.40 7.10 9.97 0.64 401.33 401.97 122 0.84 0.56 0.47 7.10 3.34 0.31 483.20 483.51 122A 0.37 0.49 0.18 7.101 1.29 0.16 497.20 497.36 420 0.76 0.45 0.34 7.101 2.43 0.25 412.00 412.25 419 0.29 0.45 0.13 7.10 0.93 0.13 411.00 411.13 417 0.29 0.45 0.13 7.10 0.93 0.13 476.30 476.43 416 1.46 0.45 0.66 7.10 4.66 0.39 474.30 474.69 406A 1.04 0.45 0.47 7.10 3.32 0.31 433.00 433.31 `ASSUMED 50% CLOGGED. PERIMETER = 12.80 FT *FROM VDOT DRAINAGE MANUAL VOL I APPENDIX 9C-12 ENGINEERING GROUPE PROJECT STATUS 2/22/11 REVISED PER COUNTY COMMENTS 0/13/10 REALIGN ELM TREE KNOLL PL., REVISED LOT LINES 59-90, 105-11 & REGRADE TO ELIMINATE RET. WALLS 5/21/10 REVISED LOTS AND GRADING 6-19-09 10-24-07 8-31-07 7-31-07 DATE 1. N O > Ln o O 5b w 76 � >� 00 � _"4 Ln Q0 o OC r� N oar. Ln o 0 � at • rWAq c,0 rrTT +� N U U a� cl ULo>n U 0- (� O O o � 00 0 Lr) 0 L,J CO w o >>C)f ry w V) z a O U) 71 o Lo Q CY 0 L o r - W z to � O W to Q Z z z � J J L!J d F- � 0 0 II1111-111OZI M� NO W;1110r0` 11 t ®a JOHN S. MATUSI r -- ®v Lic. No. 19998 'D 00�% 1 ttt ��� ® 000;0 &CNA ta,"A%ffi% DATE: 04/18/07 SCALE: N A ADDRESS COUNTY AND ACSA COMMENTS DESIGNE ADDRESS ACSA COMMENTS DRAFTSN REVISED PER COUNTY COMMENTS FILE NO ACTION SHEET SP -024F 28 OF 53 G:\PROJEC7\Briarwood\ENG\DWG\00-K3502.dwg, 00-K3502 (28), 3/'1/2011 10:39:31 AM, frankj, 1:1 !� I- H W Zi U.2 w �1 W;1110r0` 11 t ®a JOHN S. MATUSI r -- ®v Lic. No. 19998 'D 00�% 1 ttt ��� ® 000;0 &CNA ta,"A%ffi% DATE: 04/18/07 SCALE: N A ADDRESS COUNTY AND ACSA COMMENTS DESIGNE ADDRESS ACSA COMMENTS DRAFTSN REVISED PER COUNTY COMMENTS FILE NO ACTION SHEET SP -024F 28 OF 53 G:\PROJEC7\Briarwood\ENG\DWG\00-K3502.dwg, 00-K3502 (28), 3/'1/2011 10:39:31 AM, frankj, 1:1 A. A r �AKIMUM �PO STUB E DENSl_-Y -CONT;rNT-- @ OD T IM UNI .---_ _- bZ . ..... 00 oeozo_ N u Lq CIO (Z) TJ� 00 E-4 _21 1-4 cn 0 U 0 Z 4-4 (u ON u o cq cq ENGINEERING GROUPE PROJECT STATUS 2/22/11 REVISED PER COUNTY COMMENTS 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED LOT LINES 59-90, 105-11 & REGRADE TO ELIMINATE RET. WALLS 10/8/10- REV. SAN. MH S-4 THRU S-6 & LATERALS 5/21/10 REVISED LOTS AND GRADING 11 I I I I 1 1-1 1 1 01— 1 Kel c) bZ u Lq CIO (Z) TJ� 00 E-4 _21 1-4 cn 0 U 0 Z 4-4 (u ON u o cq cq U N 'n U 00 [--�Q) 0 0 0 o 00 Lf) o I I I I 1 1-1 1 1 01— 1 Kel Ofi r JOHN S. slK Lic. No. 19998 "00d­s,10000"�'Nts�,,O% 0 DATE: 4-18-07 11 U) �_ 11 11 00 �- 11 1 Z= u 11 11 1 06-19-091 ADDRESS COUNTY AND ACSA COMMENTS (D it (01-- , Z)- - __ , __ -,- J + ------ -- ---- SCALE. 1 50 H 0) roo a) 0 00 +0 1 3-06-091ADD PHASE 4 ROADS "=5' 0 > 0� r-- �0_ C-1 ccol I - > 12-12-081ADU REVISIONS DESIGNER- IT /SM it + 5-13-08 JADDRESS ACSA COMMENTS DRAFTSMAN: JAC 0 0 -- ------- + _c\l IMENTS FILE NO. ------- -- qP—n94F 10 + 11 + 12 + 13 + 14 + 115 + 16 + 17 + 18 + 19 + 20 + 21 + 22 Z_ - UMLZ)�) WUN I T 1AINU VUU I UU I DATE ACTION SHEET 29 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K2200.dwg, SANITARY PROFILES (29), 3/2/20113:19: 11 PM, frankj, 1:1 c) E-4 _21 Eo- Z Ofi r JOHN S. slK Lic. No. 19998 "00d­s,10000"�'Nts�,,O% 0 DATE: 4-18-07 11 U) �_ 11 11 00 �- 11 1 Z= u 11 11 1 06-19-091 ADDRESS COUNTY AND ACSA COMMENTS (D it (01-- , Z)- - __ , __ -,- J + ------ -- ---- SCALE. 1 50 H 0) roo a) 0 00 +0 1 3-06-091ADD PHASE 4 ROADS "=5' 0 > 0� r-- �0_ C-1 ccol I - > 12-12-081ADU REVISIONS DESIGNER- IT /SM it + 5-13-08 JADDRESS ACSA COMMENTS DRAFTSMAN: JAC 0 0 -- ------- + _c\l IMENTS FILE NO. ------- -- qP—n94F 10 + 11 + 12 + 13 + 14 + 115 + 16 + 17 + 18 + 19 + 20 + 21 + 22 Z_ - UMLZ)�) WUN I T 1AINU VUU I UU I DATE ACTION SHEET 29 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K2200.dwg, SANITARY PROFILES (29), 3/2/20113:19: 11 PM, frankj, 1:1 G:\PROJECT\Briarwood\ENG\DWG\00-K2200.dwg, SANITARY PROFILES (30), 2/24/20113:34:47 PM, frankj, 1:1 G:\PROJECT\Briarwood\ENG\DWG\00-K2200.dwg, SANITARY PROFILES (31), 2/24/20113:35:27 PM, frankj, 1:1 G:\PROJECT\Briarwood\ENG\DWG\00-K2200.dwg, SANITARY PROFILES (34), 3/2/20113:21:34 PM, frankj, 1:1 C,-XPP )IFMRriarwnnri\FNr\fowl,\M-K�k,)nn rhnin CANrrevv DRncri 9=c (';ZEZ) 2/'2/7nii O.A2.in AfA r ,,+ MH "S-24" TO MH "S -24A" SANITARY LATERAL SCHEDULE 112.07 FEET OF 8" SAN. @ 6.15%: LOW END INV.= 452.11 Lq �C CD .N o W BRIARWOOD 109 0+09 452.64 453.92 28 454.50 466.9 458.75 12.40 42) 5 4.83 110 0+28 453.84 455.12 28 455.70 467.6 LOT NO. MH "S-5" TO MH "S-6" STATION INVERT @ MAIN 157.39 FEET OF CROWN ELEV. 8" SAN. @ 2.29%; LATERAL LENGTH LOW END INV.= 453.90 LAT. ELEV. @ END. GROUND ELEV. BSMT. FLOOR ELEVATION COVER ACTUAL DIFF 1 N AIN TOBF DIFF. 32 0+12 454.17 455.45 22 455,91 468.1 470.68 12.19 14,77 1 33 0+37 454.74 456.02 24 456.52 468.4 471.83 1192 15.31 15.81 119 0+47 454.98 456.26 24 456.75 468.6 461, 08 11.87 433 4.82 118 0+50 455.04 456.32 24 456.82 468.7 461.08 11.86 426 4.76 34 0+72 455.55 456.83 26 457.37 469.2 472.50 11.79 15.13 15.67 117 0+78 455.68 456.96 23 457.44 469.3 461.08 11.87 3.114 4.12 116 0+82 455.78 457.06 22 457.52 469.4 461.75 11.90 4.23 4.69 35 0+92 456.01 457.29 27 457.85 469.7 473.17 11.85 15.32 15.88 115 01+11 456.43 457.71 22 458.17 470,2 461.76 110 1 3.59 4.05 36 01+12 456.47 457.75 27 458.31 470.3 473.17 11.91 11.80$14.09 5.42 114 01+14 456.51 457.79 22 458,25 470.3 462.48 12.05 4.23 464.3 37 01+32 456.92 458,20 27 458.77 470.7 473.84 11.81) 1.5".075.(}4113 464.3 467.00 01+43 457.16 458.44 22 458.90 470.8 463.08 11.94 4.184.(4 464.5 112 01+46 457.25 458.53 23 459.00 470.9 463.08 11.91 1.084.>3 464.8 38 01+53 457, 39458.67 14.61 26 459.21 471.0 474.50 11.81 15.29 15.83 39 01+61 457.59 458.87 26 459.41 471.1 474.50 11.73 15.09 15.63 467.00 12.ti 1 14.74 11,97 48 0+78 450.97 452.25 21 452.69 465.0 MH "S-4" TO MH "S-5" 1-) ) 346.00 FEET OF 8" SAN. @ 1.50%; LOW END INV.= 448.50 0+81 451.02 452.30 11 452.53 465.4 17 0+29 448.94 450,22 9 4K 40 458.3 460.33 7.90 9.93 10. 1 l 18 0+43 449.14 450.42 8 450.59 458.8 461.00 8? 1 10.41 10.58 19 0+62 449.43 450.71 7 450.85 459.5 461.67 8.65 10.82 10.96 20 0+82 449.73 451.01 7 451.16 460.1 462.34 8.94 11.18 11.33 21 01+02 450.03 451.31 8 451.47 460.6 46101 9.13 1L54 11.70 22 01+22 450.33 451.61 9 451.79 461.2 463.68 9.41 11.811 1..07 23 01+42 450.64 451.92 10 452.12 461.7 464.35 9.58 12.?3 12.4) 24 01+59 450.89 452.17 12 452.41 462.2 465.02 9.79 12.61 12.S5 127 01+88 451.33 452.61 17 452.95 462.8 465.11 9.85 1..16 12.50 25 01+96 451.45 452.73 16 453.06 463.1 466.66 10.01 I,.6c.i 1 .>> 126 02+08 451.63 452.91 14 453.20 463,4 465.78 10.18 1258 1..87 125 02+28 451,93 453.21 12 453.46 463.9 465.78 10.47 13.32 12.57 26 02+35 452.03 453.31 19 453.70 464.8 466.66 11.10 1..96 13.35 124 02+48 452.23 453.51 11 453.74 464.5 467.11 10.76 13.37 13.60 27 02+54 452.32 453.60 20 454.02 464.7 467.33 10.68 13.31 13.73 123 02+68 452,53 453.81 10 454.02 465.1 467.11 11.12 13.09 13.315 28 02+75 452,63 453.91 21 454.36 465.4 468.00 11.01 13.64 14.09 122 02+87 452.81 454.09 10 454.29 465.8 467.78 11.51 13.19 13.69 29 02+95 452.93 454.21 22 454.67 466.1 468.67 21 14.00 14.46 121 03+07 453.11 454.39 10 454.59 466,5 468.45 11.95 13.86 14.06 30 03+14 453.22 454.50 22 454.96 466.8 469,34 11.80 14.38 14.84 120 03+26 453.40 454.68 10 454.88 4673 468,45 12.,9 13.57 13.77 31 03+35 453.53 454.81 1 22 455.26 467.5 470.01 12.26 14.75 15,20 457.00 8.12 11.75 12). t9 93 0+14 443.35 444.63 11 444.86 454.1 MH "S-3" TO MH "S-4' 927 193.37 FEET OF 8" SAN. @ 7.11%; LOW END INV.= 434.56 0+34 445, 44 446.72 21 447.15 455.9 9 0+24 436.27 437.55 10 437.76 443.0 445.33 5.24 7.57 7.78 10 0+44 437.69 438.97 10 439.18 444.8 446.67 3.62 7.49 7.70 11 0+64 439.09 440.37 10 440.58 446.3 448.01 3.72 7.43 7.G4 12 0+84 440.52 441.80 10 442.01 447.9 449.35 5.89 7.34 7.55 13 01+04 441.95 443.23 10 443.43 449.5 451.37 6.07 794 8.14 14 01+23 443.34 444.62 9 444.81 451.0 452.70 6.19 7.89 8.08 15 01+44 444,79 446.07 9 446.26 452.6 454.71 6.34 5.43 8.64 16 01+74 446.93 448.21 10 448.41 454.9 456.72 6.49 831 8.51 4.25 5.19 12 0+68 MH "S-20" TO MH "S-21" 483.63 93.62 FEET OF 8" SAN. @ 5.13%: LOW END INV.= 435.20 500.16 13.09 MH "S-2" TO MH "S-3" 16.53 169.31 FEET OF 8" SAN. @ 8.03%; LOW END INV.= 420.76 0+29 436.69 437.97 9438.16 -4 449.8 2 0+40 423.96 425.24 11 425.45 430.4 432.98 4.95 7.53 7.74 3 0+60 425.55 426.83 11 427.05 432,0 434.32 4.95 737 7.49 4 0+80 427.16 428.44 11 428.65 433.6 436.33 495 7.68 7.59 5 01+00 428.77 430.05 11 430.27 435.1 437.67 4.83 7.40 7.62 6 01+20 430.40 1 431.68 1 11 431.90 436.7 439.01 4.80 7.11 7.33 7 01+40 431.98 433.26 11 433.48 438.3 440.35 4.82 6.87 7.09 8 01+58 433.45 434.73 11 434.95 440.1 441.69 5.15 6.74 6.96 17.15 17.38 MH "S-45" TO MH "S-46" MH "S-26" TO "S -26A" 8" SAN. @ 0.50%; 232.92 FEET OF 8" SAN. @ 5.19%; LOW END INV-= 456.20 MH "S-1" TO MH "S-2" 138.81 FEET OF 8" SAN. @ 2.25%; LOW END INV.= 414.42 0+10 456.72 458.00 20 458.42 470.1 1 0+98 416.63 417.91 6 418.02 424.1 43t64 6.08 13.62 13.73 473.00 12.17 1,.57 14.00 63 0+49 458.75 460.03 21 460.45 473,0 MH "S-18" TO MH "S-19" 1. .55 103.00 FEET OF 8" SAN. @ 7.34W LOW END 4W.= 492.44 0+61 459.37 460.65 21 461.07 474.2 1 0+37 495.16 496.44 9 496.62 504.5 508.33 1 7.89 11.71 11.89 2 0+57 496,62 497.90 8 498.07 505.6 509.00 7.51 10.93 11.10 3 0+77 498.09 499.37 7 499.52 506.5 509.67 6.95 10.15 10.30 4 01+07 500,29 501.57 9 501.75 506.9 510.33 5.17 8.58 8.76 5 01+07 500.29 501.57 19 501.96 507.0 511.00 5.01 9.04 9.43 480.42 12.56 14.98 15.78 85 01+51 464.05 465.33 29 465.92 477.5 MH "S-17" TO MH "S-18" 157.58 FEET OF 8" SAN. @ 5.34%; LOW END NV.= 483,81 84 01+60 464,50 465.78 29 466.38 59 0+20 484.88 486.16 7 486.30 496.8 465.14 10.5(,5 39 467.22 57 0+54 486.67 487.95 7 488.09 499.6 465.65 11.51 39 467.73 481.1 483.08 13.37 15.35 16.15 83 01+91 466.11 1 467.39 29 467.99 MH "S-16" TO MH "S-17" 91.72 FEET OF 8" SAN. @ 4.68%: LOW END INV.= 479.32 394 82 02+00 466.58 467.86 29 468.46 479.9 472.67 11.4-1 4.2 1 4.81 MH "S -26A" TO MH "S-27" 481.47 100.12 FEET OF 8" SAN. @ 6.05%: LOW END INV..= 468.70 MH "S-15" TO MH "S-16" 133.04 FEET OF 8" SAN. @ 10.57%; LOW END NV _= 465.06 25 01+39 81 0+06 469.07 470.35 8 0+23 467.49 1 468.77 4 468.85 477.8 80 8.9p 469.43 470.71 9 0+75 473.01 474.29 5 474.39 483.1 70 8.69 470.64 471.92 39 472.72 484.8 486.58 12.08 13.86 14.66 71 0+41 471.15 472.43 MH "S-14" TO MH "S-15' 139.16 FEET OF 8" SAN. @ 10.32%: LOW END INV.= 450.50 11.77 14.02 14.82 79 0+48 471.61 5 0+12 451.70 452.98 5 453.08 461.4 3.11 8.110 0+52 471.85 6 0+61 456.83 458.11 4 458.19 466.9 ,.54 8.73 0+75 473.25 7 01+15 462.41 463.69 3 463.75 472.5 14.05 8.79 0+79 473.49 474.77 39 475.57 487.0 489.92 11.43 14.35 15.15 77 0+88 1 474.03 MH "S-13" TO MH "S-14" 125.38 FEET OF 8" SAN. @ 13.83%; LOW END INV.= 432.96 478,00 10.20 2.10 2.69 76 0+95 3 0+38 438.27 439.55 4 439.64 451,0 2.34 11.39 75 01+04 4 0+90 445.43 446,71 5 446.81 456.5 3.08 9.65 74 01+04 475.00 476.28 39 477.09 488.8 491.25 11.71 14.16 14.97 MH "S-12" TO MH "S-13" 182.76 FEET OF 8" SAN. @ 5.70%; LOW END INV.= 420.20 EX MH "2067A" TO EX MH "206713" 137.28 FEET OF 8" SAN. @ 1.98%, MH "S-22" TO MH "S-25" 1 01+32 427.70 428.98 5 429.08 442.2 471.72 13.11 35 473.72 2 01+83 430.62 431.90 4 431.98 447.2 471.95 15.19 MH "S-29" TO MH "S-30" 473.73 37.80 FEET OF 8" SAN. @ 6,28%; LOW END INV.,=493.09 13.72 11.22 14 0+60 472.19 473.47 13 0+28 MH "S-11" TO MH "S-12" 496.10 55.92 FEET OF 8" SAN. @ 1.07%; LOW END NV.= 419.40 13 6.85 472.56 473.84 56 0+46 495.99 497.27 57 498.46 504.3 5.86 55 0+57 MH "S-10" TO MH "S-11" 497.94 130.65 FEET OF 8" SAN. @ 7.10%; LOW END IMV.= 409.93 MH "S-49" TO EX MH "2067A" 5.81 8" SAN. 9 1 1 .18%; 7_77 I 0+75 497.83 499.11 8 499.27 505.9 1 0+59 6.61 466.95 61 54 0+92 MH "S-9" TO MH "S-10" 500,14 121.70 FEET OF 8" SAN. @ 4.75%; LOW END INV.= 403.95 1 0+74 5.111 468.71 58 469.91 477.1 1 486.8 7.19 16.87 1 18.07 18 0+90 469.20 470.48 55 MH "S-28" TO MH "S-29" 478.4 MH "S-8" TO MH "S-9" 8" SAN. @ 6.83%; 168.55 FEETOF 10" SAN. @ 0.98%; LOW END INV.=402.09 01 +06 470.97 472.25 52 10 0+16 488.61 489.89 7 490.02 496.5 6.43 11 0+22 MH "S-7" TO MH "S-8" 490,33 131.44 FEETOF 10" SAN. @ 1.62%; LOW END INV.= 399.83 6.41 8" SAN. @ 0,00%: LOW END INV.= 456.19 58 0+40 490.24 491.52 58 492.72 498.0 5.30 456.52 7 1 12 0+63 MH "S-11" TO MH "EX 2065' 181.56 FEET OF 8" SAN. @ 15.42%; LOW END INV.= 420,76 500.1 C,84 EX MH "2066" .TO MH "S-48" 145.97 FEET OF 8" SAN. @ 1.06 % ; LOW END INV.= 454.49 MH "S-16" TO MH "S-28" MH "S-24" TO MH "S -24A" 112.07 FEET OF 8" SAN. @ 6.15%: LOW END INV.= 452.11 Lq �C CD .N o W 109 0+09 452.64 453.92 28 454.50 466.9 458.75 12.40 42) 5 4.83 110 0+28 453.84 455.12 28 455.70 467.6 460,08 1 L(X) 4.38 4. X 44 0+48 455.06 456.34 21 456.78 468.4 471.66 11.62 14,88 15. 111 0+49 455.12 456.40 28 456.99 468.6 460.75 1 L61 3.76 66 43 0+67 456.23 457.51 20 457.93 469.6 472.33 11.67 14.40 14.;;2 42 0+87 457,46 458.74 21 459.18 470.7 473,00 11.52 13.82 14.26 FUTURE LOT 0+98 458.14 459.42 28 460.00 471.4 465.64 11.40 5.64 6.22 FUTURE LOT 01+05 458.57 459.85 28 460.43 471.8 465.64 11.57 5.21 5.79 41 01+07 458.69 459,97 20 460.39 472.0 474.33 11.61 13.94 14.36 FUTURE LOT 01+16 459.24 460.52 31 461.17 472.5 465.64 1L28 4.47 5.1. 40 01+16 459.24 460.52 23 461.00 472.5 475.00 11.45 14.00 14.48 O ?1 MH "S-36" TO MH "S-37" MH "S-23" TO MH "S-24" 114.10 FEET OF 137.24 FEET OF 8" SAN. @ 1.57/0: LOW END IMV .= 449.75 W O 105 0+11 449.92 451.20 11 451.42 464.3 466,33 12.85 14.91 15.13 51 0+19 450.05 451.33 21 451.75 464.3 467.00 1.54 1> 25 15.67 50 0+38 450.35 451.63 21 452.05 464.5 467.00 12.46 14.95 15.37 106 0+44 450.44 451.72 11 451.94 464.8 466.33 12.0 1439 14.61 49 0+58 450.66 451.94 21 452.37 464.7 467.67 11 1() 15.30 15.73 107 0+64 450.75 452.03 11 452.26 465.1 467.00 12.ti 1 14.74 11,97 48 0+78 450.97 452.25 21 452.69 465.0 467.67 1-) ) 14.98 15.42 108 0+81 451.02 452.30 11 452.53 465.4 467.00 12.87 14.47 14.70 47 0+98 451.29 452.57 21 453.00 465.4 468.33 12.3)8 1534 15.76 46 01+18 451.60 452.88 21 453.31 465.9 466.33 1?.59 13.02 13.45 45 01+36 451.89 453.17 21 453.59 466.6 1 469.00 13.02 15.41 1.5.53 0 167.57 FEET OF 8" SAN. @ 2.00%, LOW END INV.= 413.56 M H"S-22" TO MH "S-23" w 211.54 FEET OF 8" SAN. @ 0.51 %: LOW END INV.= 448.47 r2 MH "S-43" TO MH "S-44" 97 0+19 448.57 449.85 11 450.07 461.7 464.00 11.(_; 13.93 14.15 98 0+36 448.65 449.93 14 450.22 462.4 465.67 12.14 15.45 15.74 58 0+47 448.71 449.99 21 450.42 462.6 465.67 12.16 15?5 15.68 57 0+67 448,81 450.09 21 450.52 462.8 465.67 12.32 1.5.15 15.38 99 0+75 1 448.85 450.13 11 450.35 462,9 465.67 12.37 15.32 15.54 56 0+87 448.91 450.19 21 450.62 463.0 465.67 12.42 li.05 15.4 100 0+94 448.95 450.23 11 450,45 463.1 466.33 12.(1(1 15.88 16.10 55 01+07 449.02 450.30 21 450.72 463.2 466.33 12.52 15.61 16.()3 101 01+15 449.06 450.34 11 450.55 463.3 466.33 12.76 15.75 15.91) 54 01+27 449.12 450.40 21 450.83 463.4 467.00 12.R) 16.17 16.60 102 01+34 449,15 450.43 11 450.66 463.5 466, 33 12.77 15.67 15.90 103 01+54 449.26 450.54 11 450.75 463.7 465.67 12.76 14.9_' 1 5. 13 53 01+65 449.31 450.59 1 21 1 451.02 463.8 467.00 1_'.68 15.98 16.41 52 1 01+81 1 449.39 450.67 21 1 451.11 464.0 467.00 12.70 15.89 16.33 104 01+84 449,41 450.69 11 450.92 464.0 467.67 13.05 16.75 16.08 0+64 475.86 477.14 5 477.25 484.0 6,77 48 MH "S -21A" TO MH "S-22" 476.96 60.76 FEET OF 8" SAN. @ 10.58%: LOW END INV..= 441.84 485.0 5,59 21 89 0+16 443.53 444.81 21 445.25 453.4 457.00 8.12 11.75 12). t9 93 0+14 443.35 444.63 11 444.86 454.1 454.67 927 9.81 10.I>4 90 0+34 445, 44 446.72 21 447.15 455.9 459.00 8.76 11.85 L28 94 0+ 34 445.40 446.68 11 446.90 456,4 458,00 5.53 11.10 11.1121 95 0+54 447.56 448.84 11 449.07 458.2 460.00 9.ci9 10.03 11.16 96 0+81 450.41 451.69 11 451.91 459.8 462.00 790 10.09 10.31 471-2 0 472.48 60 473.72 480.2 6.51 MH "3-46" TO MH "S-47" MH "S-21" TO MH "S -21A" 8" SAN. @ 4.68W 47.04 FEET OF 8" SAN. @ 3.06%; LOW END INV.= 440.20 13 0+42 92 0+41 441.451 442.73 7 1 442.87 1 452.1 454.67 9?0 i 1.80 11,94 88 0+44 441.54 442.82 26 443.37 452.2 456.33 8.53 12.96 13.51 481.40 482.68 45 483.62 496.3 487.87 12.69 4.25 5.19 12 0+68 MH "S-20" TO MH "S-21" 483.63 93.62 FEET OF 8" SAN. @ 5.13%: LOW END INV.= 435.20 500.16 13.09 16.30 16.53 16 0+76 91 0+29 436.69 437.97 9438.16 -4 449.8 453.33 11,01 15.17 15.36 482.90 484.18 39 484.99 . ..... . .... - 489.21 13.91 4.22 5.03 11 0+81 MH "S-12" TO MH "S-20" 484.24 66.39 FEET OF 8" SAN. @ 16.57/"; LOW END INV.= 420.20 501-49 13.48 17.0? 17.25 18 01+07 484.18 485.46 35 486.19 499.3 489.88 1111 3.69 4.42 10 01+08 MH "S-25" TO MH "S-26" 485.52 49.60 FEET OF 8" SAN. @ 0.56%: LOW END INV..= 455.70 502.16 11.59 16.41 16.64 19 01+12 59 0+32 455.88 457.16 1 22 457.62 467.2 471.00 9.58 13.38 1,.84 60 0+49 455.97 457.25 19 457.66 468.8 471.00 11.14 13.34 13.75 487.50 488.78 1 1 489.01 50-2-9---T 506.16 13.89 17.15 17.38 MH "S-45" TO MH "S-46" MH "S-26" TO "S -26A" 8" SAN. @ 0.50%; 232.92 FEET OF 8" SAN. @ 5.19%; LOW END INV-= 456.20 41 40 0+49 0+94 61 0+10 456.72 458.00 20 458.42 470.1 472.33 11.68 13.91 14.31, 62 0+29 457.72 459.00 21 459,43 471.6 473.00 12.17 1,.57 14.00 63 0+49 458.75 460.03 21 460.45 473,0 474.33 1. .55 13.88 14.3() 64 0+61 459.37 460.65 21 461.07 474.2 476.33 13.13 15'6 15.68 65 0+99 461.31 462, 59 39 463.39 476.4 479.08 13.01 15.69 16.49 87 01+11 461.97 463.25 29 463.85 475.5 467.33 11.65 3.48 4.08 86 01+20 462.40 463.68 29 464.28 475.8 468.67 11.52 439 4.x1 66 01+29 462.87 464.15 39 464.95 477.8 479.75 12.85 14.80 15.60 67 01+38 463.36 464.64 39 465.44 478.0 480.42 12.56 14.98 15.78 85 01+51 464.05 465.33 29 465.92 477.5 469.33 11.58 11.41 40) 84 01+60 464,50 465.78 29 466.38 477.8 470.67 11.42 4.29 4.89 68 01+72 465.14 466.42 39 467.22 479.9 481,75 12.68 14.53 15.33 69 01+82 465.65 466.93 39 467.73 481.1 483.08 13.37 15.35 16.15 83 01+91 466.11 1 467.39 29 467.99 1 479.5 471.33 11.51 3.34 394 82 02+00 466.58 467.86 29 468.46 479.9 472.67 11.4-1 4.2 1 4.81 MH "S -26A" TO MH "S-27" 481.47 100.12 FEET OF 8" SAN. @ 6.05%: LOW END INV..= 468.70 491.00 6.67 1.09 9.53 25 01+39 81 0+06 469.07 470.35 29 470.94 482.2 474.00 11.26 3.06 3.65 80 0+12 469.43 470.71 29 471.30 482.4 475.33 11.10 4.03 4.62 70 0+32 470.64 471.92 39 472.72 484.8 486.58 12.08 13.86 14.66 71 0+41 471.15 472.43 39 473.23 485.0 487,25 11.77 14.02 14.82 79 0+48 471.61 472.89 29 473.48 484.1 476.00 10.62 2.52 3.11 78 0+52 471.85 473.13 29 473.72 484.4 476.67 10.68 2.95 ,.54 '72 0+75 473.25 474.53 39 475.33 486.8 488.58 11.47 1,.25 14.05 73 0+79 473.49 474.77 39 475.57 487.0 489.92 11.43 14.35 15.15 77 0+88 1 474.03 475.31 29 475.90 486,1 478,00 10.20 2.10 2.69 76 0+95 474.45 475.73 29 476.33 486.4 478.67 10.07 2.34 2. 94 75 01+04 475,00 476.28 31 476.92 487.6 480.00 10.68 3.08 3.72 74 01+04 475.00 476.28 39 477.09 488.8 491.25 11.71 14.16 14.97 EX MH "2067A" TO EX MH "206713" 137.28 FEET OF 8" SAN. @ 1.98%, MH "S-22" TO MH "S-25" 69.30 FEET OF 8" SAN. @ 9.48%: LOW END INV..= 448.55 16 0+36 471.72 473.00 35 473.72 479.7 487.45 5.97 1 13.73 14.45 15 0+48 471.95 473.23 MH "S-29" TO MH "S-30" 473.73 37.80 FEET OF 8" SAN. @ 6,28%; LOW END INV.,=493.09 13.72 11.22 14 0+60 472.19 473.47 13 0+28 494.82 496.10 7 496.24 503.1 13 6.85 472.56 473.84 56 0+46 495.99 497.27 57 498.46 504.3 5.86 55 0+57 496.66 497.94 57 499,13 504.9 MH "S-49" TO EX MH "2067A" 5.81 8" SAN. 9 1 1 .18%; LOW END INV.= 459.12 14 0+75 497.83 499.11 8 499.27 505.9 1 0+59 6.61 466.95 61 54 0+92 498.86 500,14 64 501.47 506.6 1 0+74 5.111 468.71 58 469.91 477.1 1 486.8 7.19 16.87 1 18.07 18 0+90 469.20 470.48 55 MH "S-28" TO MH "S-29" 478.4 78.30 FEET OF 8" SAN. @ 6.83%; LOW END INV. := 487.54 16.30 17 01 +06 470.97 472.25 52 10 0+16 488.61 489.89 7 490.02 496.5 6.43 11 0+22 489.05 490,33 7 490.46 496.9 6.41 8" SAN. @ 0,00%: LOW END INV.= 456.19 58 0+40 490.24 491.52 58 492.72 498.0 5.30 456.52 7 1 12 0+63 491.84 493.12 7 493.26 500.1 C,84 EX MH "2066" .TO MH "S-48" 145.97 FEET OF 8" SAN. @ 1.06 % ; LOW END INV.= 454.49 MH "S-16" TO MH "S-28" 102.70 FEET OF 8" SAN. @ 7.81%; LOW END INV.== 479.32 63 0+35 454.86 456.14 18 456.31 468.0 11.69 62 0+88 455.42 456.70 8 456.87 MH °S-40" TO MH "S-41" 246.62 FEET OF 8" SAN. @ 0.53%: LOW END INV.== 473.66 30 0+08 473.70 474.98 8 475.15 492.2 8" SAN. @ 1.24%; LOW END IM/.= 451.08 31 0+18 473.75 475.03 8 475,20 492.9 452.92 17.70 453.13 457.1 39 0+85 474.11 475.39 49 476,41 496.6 453.58 '10?U 453.72 461.2 38 0+95 474.16 475.44 49 476,46 497.0 454.48 20.55 454.76 462.9 32 01+08 474.23 475,51 8 475.68 497.5 454.84 21.80 455.12 460.6 33 01+18 474.29 475,57 8 475.73 497.8 455.48 8 455.65 459.5 37 01+41 474.41 475.69 49 476,70 498.1 21.41 34 01+98 474.71 475,99 8 476.16 498.1 LOW END INV.= 448.69 '198 35 02+08 474.76 476.04 8 476.21 498.1 12 450.50 457.1 6.615 70 0+53 449.76 451.04 12 451.28 461.2 M H "S-39" TO M H "S-40" 97.75 FEET OF 8" SAN. a 0.71 %; LOW END INV.= 472.77 Lq �C CD .N o W 28 0+05 1 472.81 474.09 8 474.25 486.5 j 12.25 29 0+15 472.88 474.16 1 8 474.32 487.1 v 1' 79 w 00�Ln Z.7 1 O � rn v N MH "S -38A" TO MH "S-39" 28225 FEEL' OF 8" SAN. @ 5.29%; LOW END INV.= 457.64 F cy w (1) 66 01+11 463.52 464.80 8 464.96 478.8 ONO cq ON 13.80 r- 26 01+62 466.19 467.47 8 467.63 480.9 13.24 45 01+85 467.44 468.72 52 469.80 481.9 12.14 44 01+95 467.97 469.25 52 470.33 482.4 12.06 27 02-1-06 468.53 469.81 8 469.97 482.9 12.91 O I --1 Ld MH "S-37" TO MH "S-38" 137.20 FEEL- OF 8" SAN. @ 3.80%; LOW END INV.= 457.13 Y1� O ?1 MH "S-36" TO MH "S-37" 114.10 FEET OF 8" SAN. a 3.80%; LOW END INV.= 452.48 W O a- w w Z MH "S-35" TO MH "S-36" 196.89 FEET OF 8" SAN.2(7 3.90%, LOW END INV.= 444.60 Ir MH "S-34" TO MH "S-35" Q 400.00 FEET OF 8" SAN. O 1.00%.1 LOW END IM/.= 440.40 z MH "S-33" TO MH "S-34" 152.53 FEET OF 8" SAN. @ 1.00%; LOW END INV.= 438.67 z z_ NIH "S-32" TO MH "S-33" 201.63 FEET OF 8" SAN. @ 1.96%; LOW END INV.= 434.52 J J W ¢ a - MH "S-31" TO MH "S-32" 349.84 FEET OF 8" SAN. L 4.92% LOW END INV.= 417.11 W O O !Y J (- EX MH TO MH "S-31" 0 167.57 FEET OF 8" SAN. @ 2.00%, LOW END INV.= 413.56 w r2 MH "S-43" TO MH "S-44" 225.90 FEET OF 8" SAN. @ 7.75%; LOW END INV.= 481.49 20 0+1 Q 482.24 483.52 4 483.60 490.7 0 7.10 49 0+49 485.27 486.55 62 487.83 494.0 6.17 19 0+65 486.55 487.83 5 487.92 495.9 7.98 50 0+98 489.06 490.34 62 491.63 498.7 7,07 18 01+08 489.85 491.13 5 91.24 499.4 8.16 51 01+43 492.59 493.87 62 495.16 502.6 7,4.8 17 01+55 493.48 494.76 6 494.88 503.6 8.67 52 01+70 494.68 495.96 62 497.25 504.6 7.35 16 01+9g 496.82 498.10 6 498.23 506.4 8.17 53 02+12 497.92 499.20 62 500.49 506.7 6.21 15 02+30 499.31 500.59 4 500.67 507.1 6.43 MH "S-42" TO M H "S-43" 138.32 FEET OF 8" SAN. @ 7.30%; LOW END INV.= 471.19 23 0+1 3 472.14 473.42 7 473.56 480.9 7, 32 22 0+64 475.86 477.14 5 477.25 484.0 6,77 48 0+79 476.96 478.24 56 479.40 485.0 5,59 21 01+11 479.29 480.57 5 480.68 487.4 6.71 MH "S -38A" TO MH "S-42" 164.40 FEET OF 8" SAN. @ 5.14%; LOW END INV.= 462.54 25 0+52 465.21 466.49 7 466.63 474.5 7.86 24 01+06 468.00 469.28 7 469.42 478.1 8.69 46 01+55 470.52 471.80 61 473.06 479.6 6.53 47 01 +68 471-2 0 472.48 60 473.72 480.2 6.51 MH "3-46" TO MH "S-47" 185.00 FEET OF 8" SAN. @ 4.68W LOW END INV.= 479.17 13 0+42 481.14 482.42 11 482.64 495.9 498.83 13.21 16.19 16,41 14 0+44 481.21 482.49 45 483.43 496.1 487.87 12.68 4.44 5,38 15 0+48 481.40 482.68 45 483.62 496.3 487.87 12.69 4.25 5.19 12 0+68 482.35 483.63 11 483.86 497.0 500.16 13.09 16.30 16.53 16 0+76 482.71 483.99 39 484.80 497.7 489.21 12.90 4.41 5.22 17 0+80 482.90 484.18 39 484.99 497.9 489.21 13.91 4.22 5.03 11 0+81 482.96 484.24 11 484.47 498.0 501-49 13.48 17.0? 17.25 18 01+07 484.18 485.46 35 486.19 499.3 489.88 1111 3.69 4.42 10 01+08 484.24 485.52 11 485.75 499.3 502.16 11.59 16.41 16.64 19 01+12 484.39 485.67 35 486.40 499.5 491.22 13.10 4.82 5 55 9 20 8 21___T_ 101+44 7 22 01+21 01+40 01+41 01 +61 01+82 484.81 485.70 485.75 485.89 486.68 487.67 486.09 486.98 487.03 487.17 487.96 488.95 11 35 11 35 11 35 486.31 487.71 487.25 487.90 488.18 489.68 500.0 500.9- 501.0 501,11 501.9 502.8 503.49 504.16 493.23 505.49 493.90 13.64 13.19 1;.70 13.30 13.74 13.16 17.18 4.18 16.91 5. ;� 17.31 4.22 17.40 4.91 17.13 6,06 17.53 4.95 6 01 +78 487.50 488.78 1 1 489.01 50-2-9---T 506.16 13.89 17.15 17.38 MH "S-45" TO MH "S-46" 119.20 FEET OF 8" SAN. @ 0.50%; LOW END INV.= 478.11 41 40 0+49 0+94 478.36 478.58 479.64 479.86 10 11 479.84 480.09 488.9 494.0 11;.92 d1 MH "S-39" TO MH "S-45" 151.24 FEET OF 8" SAN. [t 3.41 %, LOW EMD INV 472.51 42 01+-3-7---T 477.18 11 478.46 10 478.67 1 486.4 7.77 43 01 +47 477.52 478.80 10 479-01 1 486.5 7.4.8 MH "S-52" TO MH "S-53" 135.00 FEET OF 8" SAN. @ 1.93%; LOW END INV.= 477.51 5 0+40 478.28 479.56 29 480.15 485.1 495,05 4.95 14.90 15,49 21 0+84 479.13 480.41 21 480.85 485.9 488.33 5.02 7.48 7.92 4 0+78 479.02 480.30 29 480.90 486.0 495.72 5.09 14.82 15.42 3 0+83 479.11 480.39 29 481.00 486.2 496.40 5.17 15.10 16.01 22 01+05 479.53 480.81 21 48124 487.2 489.00 5.92 7.76 8.19 2 01+11 479.65 480.93 29 481.54 487.4 497.73 5.90 16.19 16.80 23 01+18 479.79 481.07 21 481.50 487.8 490.33 6:32 8.83 9.26 1 01 +39 480.19 481.47 29 482.08 488.6 498.40 6.50 16.32 16.93 24 01+39 480.19 481.47 21 481.91 488.6 491.00 6.67 1.09 9.53 25 01+39 480.19 481.47 21 481.91 488.6 492.33 6.67 10.42 10.86 MH "S-51" TO MH "S-52" 164.18 FEET OF 8" SAN. @ 1.10%; LOW END INV.= 475.50 12 0+00 475.37 FEET OF 476.65 29 477.24 487.0 495.65 9.76 118.41 1 19.00 11 0+07 475.58 476.86 29 477.45 487.0 495.65 9.50 18.20 1 18.79 10 0+41 475.96 477.24 29 477.83 486.6 495.65 8.81 17.82 18.41 9 0+47 476.01 477.29 29 477.88 486.6 494.98 8.71 17.10 17.69 8 0+83 476.41 477.69 29 478.28 486.3 494.98 7.97 16.70 17.29 7 0+87 476.45 477.73 29 478.33 486.2 494,31 7.89 15.98 1658 6 01+26 476.89 +_478.17 29 478.76 485.9 494.31 7.09 15.55 16.14 EX 'MH "2067B" TO MH "S-51" 78.67 FEET OF 8" SAN. @ 2.00%; LOW END INV.= 473.73 EX MH "2067A" TO EX MH "206713" 137.28 FEET OF 8" SAN. @ 1.98%, LOW END INV.= 471.00 16 0+36 471.72 473.00 35 473.72 479.7 487.45 5.97 1 13.73 14.45 15 0+48 471.95 473.23 24 473.73 480.5 487.456.78 13.72 11.22 14 0+60 472.19 473.47 13 473.74 481.4 487.45 7.64 13.71 1 13.98 13 6+79 472.56 473.84 6 473.97 482.7 487.45 8.69 13.48 1 1;.61 MH "S-49" TO EX MH "2067A" 105.37 FEET OF 8" SAN. 9 1 1 .18%; LOW END INV.= 459.12 20 1 0+59 465.67 466.95 61 468.21 475.4 486.8 7.15 18.57 1 19.83 19 1 0+74 467.43 468.71 58 469.91 477.1 1 486.8 7.19 16.87 1 18.07 18 0+90 469.20 470.48 55 471.62 478.4 486.8 6.74 15.16 16.30 17 01 +06 470.97 472.25 52 473.32 478.9 487.5 5.54 14.13 15.20 MH "S-48" 0.00 FEET OF 8" SAN. @ 0,00%: LOW END INV.= 456.19 E61 E��E0+00 456.19 456.52 7 1 456.66 478.0 21,34 EX MH "2066" .TO MH "S-48" 145.97 FEET OF 8" SAN. @ 1.06 % ; LOW END INV.= 454.49 63 0+35 454.86 456.14 18 456.31 468.0 11.69 62 0+88 455.42 456.70 8 456.87 470.0 13.13 MH "S -11B" TO EX MH "2066" 269.85 FEET OF 8" SAN. @ 1.24%; LOW END IM/.= 451.08 68 0+45 451.64 11 452.92 10 453.13 457.1 3.97 67 0+98 452.30 11 453.58 7 453.72 461.2 7.48 66 01 +71 453.20 454.48 14 454.76 462.9 8.14 65 02+00 453.56 454.84 14 455.12 460.6 5.48 64 02+52 454,20 455.48 8 455.65 459.5 3.85 MH "S -11A" TO MH "l 1-13" 108.76 FEET OF 8" SAN. @ 2.01 %: LOW END INV.= 448.69 71 0+14 448.97 450.25 12 450.50 457.1 6.615 70 0+53 449.76 451.04 12 451.28 461.2 9.92 69 01+07 450.84 452.12 112 452.37 462.9 10.53 ENGINEERING GROUPIE, PROJECT STATUS 2/22/11 IREVISED PER COUNTY COMMENTS 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED LOT LINES 59-90, 105-11 & REGRADE TO ELIMINATE RET. WALLS 5/21/10 REVISED LOTS AND GRADING e 10-08-09 ADDRESS COUNTY COMMENTS 6-19-09 ADDRESS COUNTY AND ACSA COMMENT 3-06-09 ADD PHASE 4 ROADS 12-12-08 ADU REVISIONS 5-13-08 ADDRESS ACSA COMMENTS 3-31-08 ADDRESS COMMENTS 2-14-08 ADDRESS COUNTY AND VDOT COMMENT 1-7-08 REVISED PER ARB COMMENTS 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS 8-31-07 ADDRESS ACSA COMMENTS 7-31-07 REVISED PER COUNTY COMMENTS DATE I ACTION m CO Lq �C CD .N o W M N O U^ K_ W 0 C)00 OLn U ¢ C) 'u O v g -7p w 00�Ln Z.7 1 O � rn v N o F cy w (1) w UO ° ONO cq ON z r- N con C) 2/22/11 IREVISED PER COUNTY COMMENTS 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED LOT LINES 59-90, 105-11 & REGRADE TO ELIMINATE RET. WALLS 5/21/10 REVISED LOTS AND GRADING e 10-08-09 ADDRESS COUNTY COMMENTS 6-19-09 ADDRESS COUNTY AND ACSA COMMENT 3-06-09 ADD PHASE 4 ROADS 12-12-08 ADU REVISIONS 5-13-08 ADDRESS ACSA COMMENTS 3-31-08 ADDRESS COMMENTS 2-14-08 ADDRESS COUNTY AND VDOT COMMENT 1-7-08 REVISED PER ARB COMMENTS 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS 8-31-07 ADDRESS ACSA COMMENTS 7-31-07 REVISED PER COUNTY COMMENTS DATE I ACTION m O W W 0 vi ¢ w cr- Z.7 1 � F cy w (1) w r z a. 4s O �a cn O I --1 Ld ¢ Y1� O ?1 W O a- w w Z I Ir ,an' Q O z z z_ J J W ¢ a - W O O !Y J (- 0 w r2 0 0 a O z 2/22/11 IREVISED PER COUNTY COMMENTS 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED LOT LINES 59-90, 105-11 & REGRADE TO ELIMINATE RET. WALLS 5/21/10 REVISED LOTS AND GRADING e 10-08-09 ADDRESS COUNTY COMMENTS 6-19-09 ADDRESS COUNTY AND ACSA COMMENT 3-06-09 ADD PHASE 4 ROADS 12-12-08 ADU REVISIONS 5-13-08 ADDRESS ACSA COMMENTS 3-31-08 ADDRESS COMMENTS 2-14-08 ADDRESS COUNTY AND VDOT COMMENT 1-7-08 REVISED PER ARB COMMENTS 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS 8-31-07 ADDRESS ACSA COMMENTS 7-31-07 REVISED PER COUNTY COMMENTS DATE I ACTION m a JOHNMA SIK +-- U Lic. N . 19998 AV 0�H� 00o®:SIUNAi�®a DATE: 04/12/06 SCALE: N A FILE NO. SP -024F SHEET 36 OF 53 G:\PROJEMBriarwood\ENG\DWG\00-K3401.dwg, san Tats, 3/3/20118:47:28 AM, frankj, 1:1 Z.7 1 � F w �a a JOHNMA SIK +-- U Lic. N . 19998 AV 0�H� 00o®:SIUNAi�®a DATE: 04/12/06 SCALE: N A FILE NO. SP -024F SHEET 36 OF 53 G:\PROJEMBriarwood\ENG\DWG\00-K3401.dwg, san Tats, 3/3/20118:47:28 AM, frankj, 1:1 00 00 tq' c L cq ���� NPS � Q w •� � Q Q 0 U sfl � v o w 1-8"X8" TEE P-1 3-8" VALVES — Q��� C/L CURVE DATA C/L CURVE DATA 4+17.79 BRIARWOOD DRIVE % RADIUS = 410' RADIUS = 630' p 10+00 ELM TREE COURT i LENGTH = 361.92' LENGTH = 428.83' U DELTA = 50'34'38" DELTA = 39'0'00" �0 TANGENT = 193.71 TANGENT = 223.09' CHORD = 350.29' CHORD = 420.60' 1-8"X6" TEE S CH. BEARING = N 336'28'28" W CH. BEARING = N 2744'13" W 1-6" VALVE '� ` 2- 1 -FHA 5 STOP SIGN n u 126 20' STM. � \ STM 20' STM. ° + 3-8" VALVES DRAIN ESMT. \ 123 ` 124 125 J, I� o 1 DRAIN ESMT. ti 1 S oopll 1-8"X8" TEE 2 ' STM. 1 , 120 \ 121 \ 122 ENO &U N N p S TM � G I DR1A NTE T. DAIN EMT. I ( ( o i 118' 119 ' 6 CP i,ri�� ! , S M 2 Wcry u o 92 93 94 95 96 9 98 99 100 101 102 103 104 105 106 109 112 y c 107 108 S M - r� 9 _ _ rn � M�G O Q bA Ln AN S 20 °� °' , yt^ 42" 0c)O Q' d 21A 2218 \ U ILI �o 13 , STM L2 Q o \31 S N \ \ cA O 1 M _ = - - \ 26 \ 25 \ So cn Ln 0 2 ,� i 28 \ 27 \ \ �o ' � 20' STM. =cam tvoa + v1T. = -� ��_` -��-� � y :. .. .. . \ 30 RAIN ESA 31 \ 29` 1r _ \�T32 3+1 _ 4+43.37 i 1 -� .C.T.(. P.C.T. C. e22 , n ST. N ME c)+ STOP j \ ` w n / SIGN -{ SIGN STM i 11 r I 39 38 3736 35 1 34 33 w Er 32 ! C = 10 II I j 56 ( 55 54 1 53 (� 52 51 I 50 ( 49 1 48 47 46 ( 45 1 44 Q;'r 41 40 1 1 ` � cn / V I �xl�> > 8 TE -� �3 O o � -FHA 20' STM. o' 1- ALVE _ V) O / 1�-6" VALVES DR IN ES T. 1 H o Lo Q w 13+40.63 = ELM TREE COURT 1-8"X6" TEE ' o 3 10+00 ELM TREE KNOLL COURT w o ELM TREE D KNOLL COURT W z o z z � ELM TREE COURT J w ~ � W 0 o Li_ J F— (10+00.00 TO 22-x-00.00) 30'-48' ACCESS EASEMENT GRAPHIC SCALE \ w DESIGN SPEED = 20 MPH to �— SEE SHEET 2 FOR TYP, SECTION 50 0 25 50 100 zoo _71 - IN 0 ( IN Fm o 1 inch = 60 1t. i n E-4 - Q+ w 465 460 o",�1'f l OF "'000, ®� JOHN > ENGINEERING GROUPIE PROJECT STATUS Lic. No. 1 998 :s - 2/22/11 REVISED PER COUNTY COMMENTS 10 13 10 REALIGN ELM TREE KNOLL PL., REVISED LOT LINES 59-90, 105-11 & REGRADE X000 - TO ELIMINATE RET. WALLS l, oo9�004 0144kh�® 5/21/10 REVISED LOTS AND GRADING 10-08-09 ADDRESS COUNTY COMMENTS DATE: 4_18_07 06-19-09 ADDRESS COUNTY AND ACSA COMMEN 75--767-0-9 ADD PHASE 4 ROADS SCALE: H: 1 "=50' V: 1"=5' 12-12-08 ADU REVISIONS DESIGNER: SM JT 5-13-08 ADDRESS ACSA COMMENTS DRAFTSMAN: FK 3-31-08 ADDRESS COMMENTS FILE NO. 2-14-08 ADDRESS COUNTY AND VDOT COMMEN S SP -024F DATE ACTION SHEET 39 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K1600.dwg, 00-K1602 (39), 3/3/20118:36:02 AM, frankj, 1:1 1-8"X6" TEE 1-6" VALVE 1—FHA C/L CURVE DATA RADIUS = 800' LENGTH = 228.28' DELTA = 16*20'59" TANGENT = 16*20'59" CHORD = 227,51 CH. BEARING = S 12*28'22" W :1 ­1� �AOFV Npu B C/L CURVE DATA RADIUS = 110' LENGTH = 30.39' DELTA = 15*49'45" TANGENT = 15*49'45" ELM TREE COURT (22+00-00 TO 27+63.37) 30'-48' ACCESS EASEMENT DESIGN SPEED = 20 MPH SEE SHEET 2 FOR TYP. SECTION GRAPHIC SCALE 50 0 25 50 100 200 (INS) 1 inch = 50 fL Z PROP.' GRADE -- - --- - ------ ------ 3' MIN COVER SEPAATION Lc) EX. GRADE R C/L STREET 00 00 S- 4 - ----------- - - i II 0 > _l U P-4 Ln 0 ......... ... ..... . - ------ O Lc)' ------- > (c) < < 4� 0�1 �j _L4 Ln nC/D --------------­ Q-) r 1-40- ----- --- --- _465- _450- EX GRADE @L (11 _EE T /Sf 1 ! - x < LJ _.__ __I_____.__A 4. -430 - ------ 0 Di cf) u u CD ON � �a OQ �w EX. GR_APE--- IN -------- ------------ -- ---------- lb 00 'c' 44 O'�) - ------- Lo cn c 0 Li @ BIRL LT. — vi C) —2, Ld EX. GRADE (9 BR IL RT. ui A -W A&Si 0) Ir _Q 5,._EX. GRADE_ I A QTEC-r-T I D (y) Ld Z PROP.' GRADE -- - --- - ------ ------ 3' MIN COVER SEPAATION Lc) ig -- ------- ---- ALL 00 00 01\ Lr) i II 0 > _l U P-4 Ln 0 11) O Lc)' 00 > (c) < < 4� 0�1 �j _L4 Ln nC/D c) Q-) r 1-40- E- 1 0 x LJ 0 ig -- ------- ---- ALL 00 00 01\ Lr) < of _l U P-4 Ln 0 11) O Lc)' 00 (c) < 4� 0�1 �j _L4 Ln nC/D c) ig -- ------- ---- ALL %4 NTH W0000, 00 JOHN S. M UI Lic. No. 9998 ENGINEERING GROUPIE PROJECT STATUS 2/22/11 IREVISED PER COUNTY COMMENTS 11000­'N� 00oo ClINAL 10/13/10 11REALIGN ELM TREE KNOLL PL.REVISED tkkk _OT LINES 59-90, 105-11 & REGRADE TO ELIMINATE RET. WALLS DATE: 4-18-07 5/21/10 REVISED LOTS AND GRADING SCALE: H: 1 "=50' 10-08-09 ADDRESS COUNTY COMMENTS 06-19-09 ADDRESS COUNTY AND ACSA COMMENT3 V: DESIGNER: SM JT 03-06-09 ADD PHASE 4 ROADS DRAFTSMAN: FK 12-12-08 ADU REVISIONS FILE NO. SP -024F 5-13-08 ADDRESS ACSA COMMENTS DATE ACTION SHEET 40 OF 53 G:\PR07ECT\Briarwood\ENG\DWG\00-KI600.dwg, 00-KI603 (40), 2/23/20113:35:17 PM, frankj, 1:1 00 00 01\ Lr) Feil U P-4 Ln O 0 g-, 00 < 4� 0�1 �j _L4 Ln nC/D c) Q-) r CD 00 E- E- LJ 0 0 Di cf) u u CD ON � �a OQ �w � U bQ Lin 7� lb 00 'c' 44 O'�) 0 Lo cn %4 NTH W0000, 00 JOHN S. M UI Lic. No. 9998 ENGINEERING GROUPIE PROJECT STATUS 2/22/11 IREVISED PER COUNTY COMMENTS 11000­'N� 00oo ClINAL 10/13/10 11REALIGN ELM TREE KNOLL PL.REVISED tkkk _OT LINES 59-90, 105-11 & REGRADE TO ELIMINATE RET. WALLS DATE: 4-18-07 5/21/10 REVISED LOTS AND GRADING SCALE: H: 1 "=50' 10-08-09 ADDRESS COUNTY COMMENTS 06-19-09 ADDRESS COUNTY AND ACSA COMMENT3 V: DESIGNER: SM JT 03-06-09 ADD PHASE 4 ROADS DRAFTSMAN: FK 12-12-08 ADU REVISIONS FILE NO. SP -024F 5-13-08 ADDRESS ACSA COMMENTS DATE ACTION SHEET 40 OF 53 G:\PR07ECT\Briarwood\ENG\DWG\00-KI600.dwg, 00-KI603 (40), 2/23/20113:35:17 PM, frankj, 1:1 0 Feil Ld c> LI) < > E- E- LJ E- Di cf) 0 > di _j__j 0 Li < C) Ld ui Ld 0) Ir I D (y) Ld 0 < C) zui 0 I < Ld 0 0 ly- 0 %4 NTH W0000, 00 JOHN S. M UI Lic. No. 9998 ENGINEERING GROUPIE PROJECT STATUS 2/22/11 IREVISED PER COUNTY COMMENTS 11000­'N� 00oo ClINAL 10/13/10 11REALIGN ELM TREE KNOLL PL.REVISED tkkk _OT LINES 59-90, 105-11 & REGRADE TO ELIMINATE RET. WALLS DATE: 4-18-07 5/21/10 REVISED LOTS AND GRADING SCALE: H: 1 "=50' 10-08-09 ADDRESS COUNTY COMMENTS 06-19-09 ADDRESS COUNTY AND ACSA COMMENT3 V: DESIGNER: SM JT 03-06-09 ADD PHASE 4 ROADS DRAFTSMAN: FK 12-12-08 ADU REVISIONS FILE NO. SP -024F 5-13-08 ADDRESS ACSA COMMENTS DATE ACTION SHEET 40 OF 53 G:\PR07ECT\Briarwood\ENG\DWG\00-KI600.dwg, 00-KI603 (40), 2/23/20113:35:17 PM, frankj, 1:1 Feil c> E- E- E- > di %4 NTH W0000, 00 JOHN S. M UI Lic. No. 9998 ENGINEERING GROUPIE PROJECT STATUS 2/22/11 IREVISED PER COUNTY COMMENTS 11000­'N� 00oo ClINAL 10/13/10 11REALIGN ELM TREE KNOLL PL.REVISED tkkk _OT LINES 59-90, 105-11 & REGRADE TO ELIMINATE RET. WALLS DATE: 4-18-07 5/21/10 REVISED LOTS AND GRADING SCALE: H: 1 "=50' 10-08-09 ADDRESS COUNTY COMMENTS 06-19-09 ADDRESS COUNTY AND ACSA COMMENT3 V: DESIGNER: SM JT 03-06-09 ADD PHASE 4 ROADS DRAFTSMAN: FK 12-12-08 ADU REVISIONS FILE NO. SP -024F 5-13-08 ADDRESS ACSA COMMENTS DATE ACTION SHEET 40 OF 53 G:\PR07ECT\Briarwood\ENG\DWG\00-KI600.dwg, 00-KI603 (40), 2/23/20113:35:17 PM, frankj, 1:1 20' STM. DRAIN ESMT. 57/7 58 / STM � , 18 1 -FHA 1-6" VALVE 1-8"X6" TEE SAN 22 3-8" VALVES 1-8"X8" TEE NAD 83 '` I NORTM 20' STM. DRAIN ESMT. II I 1 i 65 ; 66 1 67 / 68'1 591 ( � � I , 1 1 � 69 470 � 71 � 721 73� 74 �60 61 62 63 I 64 1 J flTM 1 i I1RJ1 I I I D! // 11 I R — f. SA t �•C STM 31 -' 7C"6 88 �� ST • sr2 t C 11) I I .0 7n Z-� 20 � ' STM. C/L CURVE DATA DRAIN ESMT. RADIUS = 800' `��:�� , , � LENGTH = 228.28' ,0 DELTA = 16'20'59" j / TANGENT = 16'20'59" CHORD = 227.51 CH. BEARING = S 12'28'22" W =TwmmAQ1kNkw (10+00 TO 14+76.44) 30'-66' ACCESS ESMT. DESIGN SPEED = 20 MPH SEE SHEET 2 FOR TYP. SECTION 1�1111111111lissm `" 78 77 76 75 I 79 I 90' BEND 1-8'X6" RED 1-6" VALVE 1 -FHA GRAPHIC SCALE 50 0 25 50 100 200 (INS) 1 inch = 50 ft. ! . �Lr� . .. • (10+00.00 TO 14+66.27) 30'-62' ACCESS ESMT. DESIGN SPEED = 20 MPH SEE SHEET 2 FOR TYP. SECTION GRAPHIC SCALE 0 0 25 50 100 2( ( nr FEET ) 1 inch = 50 fL - 00 00 _�. --_ ..... --__. _- LO I. - ----- _-----� o CO to I CZ [- >n �-,o - __-- -_-- .-4 N I +� r- Cqo w � NO - i rt ___-. _,_._.__..�_.. to � 00 , is <f' U � G `_ (n _ :__....._.. : ���w -- Y - - ---------___-. 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O J _Q O J J z .k-�__ OjJ _!; -}_____ 0 p z. J �- 2/22/11 > R 9 S A 00 �ONAL q� P A __-.. p Z i- p ______ t X Cp _ ___ ---- ---- ---- ---- -------- -- i` " ; U) REVISED PER COUNTY COMMENTS -- x ---w . r„ J N Q (� N I �> �c Q cn M Q �t rr cn N Q v v� J v� (n ¢ v> Q Q r> CO r7 d cn cn yr rn v I a _-- 1= -'� p oo r�� W a cn cn U >s, W I cn x Z W `. ,_ rn V) cn - ao _ -- -- - -- Q o 4 _Q _Q o cn a, v) - rn ¢ O U ~'a N(n - z» N m �n w vi -- - ----- --- - -- - r0�8 - -i r� `t io - Q - Q > -N� 10/13/10 REALIGN 08 �8 PL, REVISED cn ELM TREE KNOLL r7 - = w > U : In a n I :U I; - r r : i I- U `r ai _ d o d > U - �t �i a �t - - tt m- r` U a U A d �—,— - <r r�i �' In U d r U N : n > cow a eo 0 -� > oL a _ _ - - o > n �a U 00 _.__ y a_ a- -_; o ^� ci ofa _ __-, r; �r �r - (o �t o �t �f" d r�';;� J cv U o rn c c 1 ,- - ca o0 - 0i LOT & REGRAQE DATE: 4-18-07 LINES 59-90, 105-11 ELIMINATE RET. 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N0. 9998 ar "04 i d 1 a i OTtAL ENGINEERING GROUPE PROJECT STATUS DATE: 4-18-07 2/22/11 REVISED PER R COU NTY COMMENTS SCALE: H: 1 "=5 5/21/10 REVISED LOTS A D N GRADING V: 1"=5' 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: SM JT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: FK /M TR 7-31-07 REVISED PER COUNTY COMMENTS FILE N0. 4-18-07 REVISED PER COUNTY COMMENTS 5P -024F DATE I ACTION SHEET 43 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K1600.dwg, 00-K1606 (43), 2/24/20113:37:48 PM, frankj, 1:1 00 00 i�--CONTROLLED-F LL----T"E---- I ___COMPA TED T 95% M XI_MUM I______— DENSI -- 0 OPTIMUM M_ ISTURE -r-EON- Tito--}s-To-B �-rpt---- ACCORDANCE WITH VDT ROAD AND BRIDGq SPECIFICATION SECTION 303 M��I7 0 �` a o oo USIK *-+ -- LiC. N0. 9998 ar "04 i d 1 a i OTtAL ENGINEERING GROUPE PROJECT STATUS DATE: 4-18-07 2/22/11 REVISED PER R COU NTY COMMENTS SCALE: H: 1 "=5 5/21/10 REVISED LOTS A D N GRADING V: 1"=5' 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: SM JT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: FK /M TR 7-31-07 REVISED PER COUNTY COMMENTS FILE N0. 4-18-07 REVISED PER COUNTY COMMENTS 5P -024F DATE I ACTION SHEET 43 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K1600.dwg, 00-K1606 (43), 2/24/20113:37:48 PM, frankj, 1:1 00 00 c" Ln O W N �{M O U G Ln 1� 0 Q +�J oc Q O U Ln cl` CD oc w ,Ln 14 W Cf� U Qj 0 i� CI � E� � � >z z E- O E 4✓ U r �Q > � , 'a' 0 4 c" o 00 Ln 0 x o M��I7 0 �` a o oo USIK *-+ -- LiC. N0. 9998 ar "04 i d 1 a i OTtAL ENGINEERING GROUPE PROJECT STATUS DATE: 4-18-07 2/22/11 REVISED PER R COU NTY COMMENTS SCALE: H: 1 "=5 5/21/10 REVISED LOTS A D N GRADING V: 1"=5' 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: SM JT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: FK /M TR 7-31-07 REVISED PER COUNTY COMMENTS FILE N0. 4-18-07 REVISED PER COUNTY COMMENTS 5P -024F DATE I ACTION SHEET 43 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K1600.dwg, 00-K1606 (43), 2/24/20113:37:48 PM, frankj, 1:1 0 W W 0 Cn Q Q > 14 W i� W(n E� � � >z z E- O E 4✓ W E. U�1 V) o 4 w w � � I•--� O wo ~ rn � Z i °i � O Q CJ W z z z :2 ca � J � Q F Li p O 0r J t O Li. d O 0 M��I7 0 �` a o oo USIK *-+ -- LiC. N0. 9998 ar "04 i d 1 a i OTtAL ENGINEERING GROUPE PROJECT STATUS DATE: 4-18-07 2/22/11 REVISED PER R COU NTY COMMENTS SCALE: H: 1 "=5 5/21/10 REVISED LOTS A D N GRADING V: 1"=5' 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: SM JT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: FK /M TR 7-31-07 REVISED PER COUNTY COMMENTS FILE N0. 4-18-07 REVISED PER COUNTY COMMENTS 5P -024F DATE I ACTION SHEET 43 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K1600.dwg, 00-K1606 (43), 2/24/20113:37:48 PM, frankj, 1:1 C Q H 14 i� E� � � n E- E 4✓ W E. U�1 w � � I•--� M��I7 0 �` a o oo USIK *-+ -- LiC. N0. 9998 ar "04 i d 1 a i OTtAL ENGINEERING GROUPE PROJECT STATUS DATE: 4-18-07 2/22/11 REVISED PER R COU NTY COMMENTS SCALE: H: 1 "=5 5/21/10 REVISED LOTS A D N GRADING V: 1"=5' 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: SM JT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: FK /M TR 7-31-07 REVISED PER COUNTY COMMENTS FILE N0. 4-18-07 REVISED PER COUNTY COMMENTS 5P -024F DATE I ACTION SHEET 43 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K1600.dwg, 00-K1606 (43), 2/24/20113:37:48 PM, frankj, 1:1 - --- . - - 1, "_ 1, I � l I I . / , , , I I ; i t , - I ,­ - ,j � - I \� - ----'--- ___""_. - - '�./ / ,- ,.._'-' - _ �/ /--'-_.-- / \ /1 + ' / rr, II ' I I li, i i I Q 'I /I '/ �I "' (\ \f -Y{ - - -' - j \ I rl/L S- I '` _ / - _ -- ` ,,I ell ; I /' I I I ,( {l ! , 1, :t I it, '^ v - - - -- __- - I-' , ' II i ! r / i I ++ C 4' it ` ] - 4 / - '\ I I ' I I I I r ' ` 1 ,' XyR,O,W. t �W I I, ^> / - i -- // - I I I I t �,<1 P ~ ! 1 1311 \ °- = a G ____ 7 �, I �' i I 7 - _ -= �° - I it I s p/ - �` /I I - - / v _7____, / ✓�~ / - i / r X cP o 1 �" `� / . - 11 / I I__ :- _ / _ _ .. __ z / _ ! - _ ' - - - 'r raj i __ - - __ - ! r l / - .:.:5v .. % ""'Y - ,/ / , " - , -� f / , -�" �.- '`. 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DA #4 C -Value Past -Development DA #11A C -Value Post -(Development DA #13A C -Value Post -Development DA #19 C -Value Post -Development DA #7 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Type Coverage C -Value Area (sf) Area (AC) C*A Type Coverage C -Value Area (sf) Area (AC) C*A Type Coverage C -Value Area (sff) Area (AC) C*A Grass 0.40 2510.00 0.06 0.02 Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 6652.00 0.15 0.06 Grass 0.40 3652.00 0.08 0.03 Grass 0.40 9874.90) 0.23 0.09 Impervious 0.90 7805,00 0.18 0.16 Impervious 0.90 9112,75 0.21 0.19 Impervious 0.90 18574.92 0.43 0.38 Impervious 0.90 17492.14 0.40 0.36 Impervious 0.90 5806.70) 0.13 0.12 Totals 0.24 0.18 Totals 0.21 0.19 Totals 0.58 0.44 Totals 0.49 0.39 Totals 0,36 0.21 Weighted C -Value = 0.78 Weighted C -Value = 0.90 Weighted C -Value = 0.77 Weighted C -Value = 0.81 Weightted C -Value = 0.59 DA #5 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 22237.28 0.51 0.20 Impervious - 0.90 20225.00 0.46 0.42 Totals 0.97 0.62 Weighted C -Value = 0.64 DA #9 C -Value cc Post-Develo ment p DA #11B C Value I1I Post -Development DA #15 C -Value Z1 Post -Development DA #21 C -Value Lu Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Type Coverage C -Value Area (sf) Area (AC) C*A Type Coverage Grass C -Value Area (sf) Area (AC) C*A Type Coverage C -Value Area (sf;) Area (AC) C*A Grass 0.40 1110.00 0.03 0.01 Grass 0.40 2382.05 0.05 0.02 Impervious 0.40 0.90 3900.74 1431.00 0.09 0.03 0.04 0.03 Grass 0.40 13823.60 0.32 0.13 Impervious 0.90 12593.98 0.29 0.26 Im erVious p 0.90 3137.00 0.07 0.06 O w -4 D VD 11� Impervious 0.90 13619.20 0.31 0.28 Z ­� P� P� Totals 0.31 0.27 N W Totals 0,13 0,09 O Totals Weighted 0,12 C -Value = 0.07 0.53 N N G, r- a� i` Totals 0.63 0.41 i 4��`r'N W Weighted GValue = 0.86 Weighted C -Value = 0.68 OQ �w J Weightted C -Value = 0.65 DA #10 C -Value U R,:� 00 o Post -Development DA #14 C -Value �-0 U o Q Post -[Development p DA #CAM1B C -Value Post -Development DA#20B C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Type Coverage C -Value Area (sf) Areca (AC) C*A Type Coverage C -Value Area (sf) Area (AC) C*A Type Coverage C -Value Area (sf)I, Area (AC) C*A Grass 0.40 12158.79 0.28 0.11 Grass 0.40 3404.68 0.08 0.03 Grass 0.40 6988.00 0.16 0.06 Grass 0.40 5418.10 0.12 0.05 Impervious 0.90 18359.35 0.42 0.38 Impervious 0,90 3930.00 0.09 0.08 Impervious 0.90 7717.00 0,18 0.16 Impervious 0.90 $956.70 0.21 0.19 Totals 0.70 0.49 Totals 0).17 0,11 Q Totals 0.32 0.22 Totals 0.33 0.23 Weighted GValrle = 0.70 Weighted C-Vaflue = 0.67 Weighted C -Value = 0.70 Weighted C -Value = 0.71 op 1,000 cc 00 00 Q I1I ON [,- 'n I& Z1 R N tom' j� °y✓, Rb Lu No /�1 d� � G ��, ��'��J !, 4-I yam,( � YY t1Z _ Q �� 8 41 (c u O � r° � � 5-13-08 ADDRESS ACSA COMMENTS 0 3-31-08 ADDRESS COMMENTS i� L cn 7-4 ' U O G/U W IP4 W O °b I - ' Y' 1 �w� d r -1 PL� ,. N S� - d cn E% �, cn U °^ H 0 cw IP z u O w -4 D VD 11� � I = - = 7_.� Z ­� P� P� w l� I tou N W C) O � cn - bJJ N N G, r- a� i` 0 N i 4��`r'N W OQ �w J 0.0 Ln 3-I U R,:� 00 o � U �-0 U o Q 0 Q CD r-- 1�x Y � H op 1,000 cc � �P"TH P 00. ®� 00 Q I1I , I& Z1 JOHN S. iJIAA SIK _ Rb Lu o 2/22/11 REVISED PER COUNTY COMMENTS et 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED 00- , \ ����00000� Q-4 ®��� TO ELIMINATE RET. WALLS _ Q �� 06-19-09 ADDRESS COUNTY AND ACSA COMMENTS DATE: 4/18/07 u i-, 12-12-08 ADU REVISIONS � 5-13-08 ADDRESS ACSA COMMENTS 0 3-31-08 ADDRESS COMMENTS i� L 2-14-08 ADDRESS COUNTY AND VDOT COMMENTS 7-4 H W IP4 W I ' Y' 1 ,. N S� W cn E% �, {w�1 le, P4 °^ H 0 cw IP z .--a `� � w -4 � � � .4 O = 7_.� Z ­� P� P� w l� N W C/D � cn V) 0 V ) J Z � Q r Y � � W LLJ 0-1 � Of z I D � O :2� Q Li V) Z zz J _:1 J w W O O J t- O W � 1< n O TR61 .-Tfl- op 1,000 cc � �P"TH P 00. ®� 00 1% r' , I& Z1 JOHN S. iJIAA SIK _ Rb ENGINEERING GROUPS PROJECT STATUS Il 2/22/11 REVISED PER COUNTY COMMENTS et 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED 00- , \ ����00000� Q-4 ®��� TO ELIMINATE RET. WALLS ���� 10-08-09 ADDRESS COUNTY COMMENTS �� 06-19-09 ADDRESS COUNTY AND ACSA COMMENTS DATE: 4/18/07 u i-, 12-12-08 ADU REVISIONS � 5-13-08 ADDRESS ACSA COMMENTS 0-14- P4 3-31-08 ADDRESS COMMENTS i� L 2-14-08 ADDRESS COUNTY AND VDOT COMMENTS 7-4 H W IP4 C I ' Y' 1 ,. N S� t+� ,4 E% �, {w�1 le, P4 °^ H 0 cw IP -e!� .--a `� � w -4 � � � .4 :> = 7_.� Z ­� P� P� w l� N W C/D � cn 0 V ) op 1,000 � �P"TH P 00. ®� 00 1% r' , I& JOHN S. iJIAA SIK _ Rb ENGINEERING GROUPS PROJECT STATUS Uc. No. 1 998 � 2/22/11 REVISED PER COUNTY COMMENTS j & _0 - � ) - l� �� % ;P,1 1 �v 10/13/10 REALIGN ELM TREE KNOLL PL., REVISED 00- , \ ����00000� LOT LINES 59-90, 105-11 & REGRADE ®��� TO ELIMINATE RET. WALLS ���� 10-08-09 ADDRESS COUNTY COMMENTS 06-19-09 ADDRESS COUNTY AND ACSA COMMENTS DATE: 4/18/07 03 -06 -09 -ADD PHASE 4 ROADS SCALE: 1"=50' 12-12-08 ADU REVISIONS 5-13-08 ADDRESS ACSA COMMENTS DESIGNER: JDT 3-31-08 ADDRESS COMMENTS DRAFTSMAN: JM JAC 2-14-08 ADDRESS COUNTY AND VDOT COMMENTS FILE N0. SP -024F 1-7-08 REVISED PER ARB COMMENTS DATE ACTION SHEET 47 OF 53 G:\PRO)ECT\Briarwood\ENG\DWG\00-K3503.dwg, k3503 RP 2, 2/24/2011 3:50:16 PM, frankj, 1:1 IN in MATCHLINE SEE SHEET 48 I GRAPHIC SCALE 50 0 25 50 100 200 PMR PMR low ( IN FEET ) 1 inch = 50 ft. DA #25 C -Value Post -Development Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 10420.40 0.24 0.10 Impervious 0.90 4101.80 0.09 0.08 Impervious 0.90 4896.70 Totals 0.33 0.18 Totals 0.23 Weighted C -Value = 0.54 DA #2513 C Value Post -Development Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 4216.90 0.10 0.04 Impervious 0.90 0.13 0.00 0.00 DA #34 Totals Totals 0.10 0.04 C -Value Weighted GValue = Weighted C -Value = 0.40 DA #26 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Gras>s 0.40 8341.10 0.19 0.08 Imperviious 0.90 5922.20 0.14 0.12 Weighted C -Value = 0.65 DA #26B C -Value Post -Development Type Cowerage C -Value Area (sf) Area (AC) C*A Grass 0.40 7657.20 0.18 Totals 0.33 0.20 Totals 0.39 Weighted C -Value = 0.61 DA #26A C -Value Post -Development Type Cowerage C -Value Area (sf) Area (AC) C*A Grass 0.40 4938.90 0.11 0.05 Impervious 0.90 4896.70 0.11 0.10 0.38 Totals 0.23 0.15 Weighted C -Value = 0.65 DA #26B C -Value Post -Development Type Cowerage C -Value Area (sf) Area (AC) C*A Grass 0.40 7657.20 0.18 0.07 Impervious 0.90 9177.30 0.21 0.19 Totals 0.39 0.26 Weighted GValue = 0.67 DA #26C C -Value Impervious 0.90 8180.20 0.19 Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 10275.40 0.24 0.09 Impervious 0.90 6395.80 0.15 0.13 0.90 4571.00 Totals Totals 0.38 0.23 0.57 Weighted C -Value = Weighted C -Value = 0.59 DA #26D C -Value Post -Development Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 4946.00 0.11 0.05 Impervious 0.90 5663.40 0.13 0.12 0.77 DA #34 Totals 0.24 0.16 Type Coverage C -Value Weighted GValue = 0.67 DA#27 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 10725.30 0.25 0.10 Impervious 0.90 8180.20 0.19 0.17 Totals 0.43 0.27 Weighted C -Value = 0.62 DA #28 C -Value Type Coverage C -Value Area (sf) Post -Development Typre Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 2930.40 0.07 0.03 IrmpeNous 0.90 1132.00 0.03 0.02 0.60 0.90 4571.00 Totals 0.03 0.02 Totals 0.57 Weighted C -Value = 0.90 DA #28A C Value 0.40 Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 36206,00 0.83 0.33 Impervious 0.90 10749.80 0.25 0,22 Totals 1.08 0.55 Weighted GValue = 0.51 DA #29 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 10207.90 0.23 0.09 Impervious 0.90 11855.10 0.27 0.24 Totals 0.51 0.34 Weighted C -Value = 0.67 DA #31 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 10000.00 0.23 0.09 Impervious 0.90 24412.40 0.56 0.50 0.40 20354.00 Totals 0.79 0.60 0.90 4571.00 Weighted C -Value = 0.75 DA #31A C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 16370.00 0.38 0.15 Impervious 0.90 15646.00 0.36 0.32 Weighted C -Value = 0.49 DA #17 Totals 0.73 0.47 C -Value Area (sf) Weighted C -Value = 0.64 DA #3113 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 20354.00 0.47 0.19 Impervious 0.90 4571.00 0.10 0.09 0.88 Totals 0.57 0.28 Weighted C -Value = 0.49 DA #17 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 3009.60 0.07 0.03 Impervious 0.90 5074.00 0.12 0.10 Totals 0.19 0.13 Weighted C -Value = 0.71 DA #18 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 2850.70 0.07 0.03 Impervious 0.90 2520.00 0.06 0.05 Totals 0.12 0.08 Weighted C -Value = 0.63 DA #19 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 9874.90 0.23 0.09 Impervious 0.90 5806.70 0.13 0.12 Totals 0.36 0.21 Weighted C -Value = 0.59 DA #21 C Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 13823.60 0.32 0.13 Impervious 0.90 13619.20 0.31 0.28 Totals 0.63 0.41 Weighted C -Value = 0.65 DA #22 C -Value Post -Development _T e Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 1875.10 0.04 0.02 Totals 0.04 0.02 Weighted C -Value = 0.40 DA #23 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 13324.90 0.31 0.12 Impervious 0.90 2792.30 0.06 0.06 Totals 0.37 0.18 Weighted GValue = 0.49 DA #38 CA/'alue Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 797.60 0.02 0.01 Impervious 0.90 16268.35 0.37 0.34 I� Totals 0.39 0.34 DA #33 Weighted C -Value = 0.88 DA #37 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 7766.60 0.18 0.07 Impervious 0.90 8065.19 0.19 0.17 DA #32 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 4831.00 0.11 0.04 Impervious 0.90 2090.00 0.05 0.04 o Totals 0.16 0.09 I� 3-31-08 Weighted C -Value = 0.55 DA #33 C -Value IPost-Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 4756.00 0.11 0.04 Impervious 0.90 12950.00 0.30 0.27 Cn ' 0 Totals 0.41 0.31 E -+ H Weighted C -Value = 0.77 DA #34 C -Value Post -Development Type Coverage C -Value Area (sf) Area (AC) C*A Grass 0.40 15020.00 0.34 0.14 Impervious 0.90 10680.00 0.25 0.22 Totals 0.59 0.36 >w Weighted C -Value = 0.61 Totals 0.36 0.24 Weighted C -Value = 0.65 ENGINEERING GROUPE PROJECT STATUS 12-2� REVISED PER COUNTY COMMENTS o w W o V) Q w e' w Lr z o v� o i _j > w ry u w o I w °' rr z I D � L0 F_ O w � z U z z J J W LLJ O o o_ M W O O0 wl ADDRESS COUNTY AND ACSA COMMENTS 00 00 4%18/07 03-06-09 r~ SCALE: 1"-50' 12-12-08 ADU REVISIONS o 5-13-08 ADDRESS ACSA COMMENTS DESIGNER: I� 3-31-08 ADDRESS COMMENTS DRAFTSMAN: JM /JAC Q o r FILE NO. 'n� REVISED PER ARB COMMENTS I Lq u F-+ SHEET 49 OF 53 0wLf) 6 � H o Cn ' 0 F -;-I E -+ H IF IW � co cn w zw >w Ln U�o0 r` o C) a ,n o m cf) x o w W o V) Q w e' w Lr z o v� o i _j > w ry u w o I w °' rr z I D � L0 F_ O w � z U z z J J W LLJ O o o_ M W O O0 wl %%0, "Poo 00, JOHN S.M USIK Lic. No. 19998 �000. o o,,ONAL S: ?4%% ®*ft 06-19-09 ADDRESS COUNTY AND ACSA COMMENTS DATE. 4%18/07 03-06-09 ADD PHASE 4 ROADS SCALE: 1"-50' 12-12-08 ADU REVISIONS 5-13-08 ADDRESS ACSA COMMENTS DESIGNER: I� 3-31-08 ADDRESS COMMENTS DRAFTSMAN: JM /JAC 2-14-08 IW FILE NO. F REVISED PER ARB COMMENTS SP -024F DATE F-+ SHEET 49 OF 53 F -;-I E -+ H IF IW � co 0 w zw a cf) %%0, "Poo 00, JOHN S.M USIK Lic. No. 19998 �000. o o,,ONAL S: ?4%% ®*ft 06-19-09 ADDRESS COUNTY AND ACSA COMMENTS DATE. 4%18/07 03-06-09 ADD PHASE 4 ROADS SCALE: 1"-50' 12-12-08 ADU REVISIONS 5-13-08 ADDRESS ACSA COMMENTS DESIGNER: JDT 3-31-08 ADDRESS COMMENTS DRAFTSMAN: JM /JAC 2-14-08 ADDRESS COUNTY AND VDOT COMMENTS FILE NO. 1-7-08 REVISED PER ARB COMMENTS SP -024F DATE ACTION SHEET 49 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K3503.dwg, k3505 RP 2, 2/24/2011,3:51:49 PM, frankj, 1:1 a LANDSCAPE TABLE CALCULATIONS SCALE: 1 "= 50 (H 00 JM DRAFTSMAN: JM COVERAGE BOTANICAL/COMMON NAMES SYMBOL SIZE QTY. ROOT SPACING REMARKS AT 10 YEARS UNIT TOTAL cc 4u. DECIDUOUS TREES (COMMON NAME/BOTANICAL NAME) T-1 NORTHERN RED OAK (LARGE) 3 1/2" 83 B&B SEE PLAN FULL" 541 44,903 QUERCUS RUBRA Ver/ CAL. CROWN • T-2 SWEETGUM (LARGE) 3 1/2" 77 B&B SEE PLAN FULL 329 25,333 CnV U ',4 / IUQUIDAMBAR STYRACIFLUA CAL. 01 tQ Ln CROWN T-3 HACKBERRY, MAGNIFICA (LARGE) 3 1/2" 58 B&B SEE PLAN FULL 735 42,630 / CELTS X OCCIDENTALIS CAL. I I CROWN T-4 SUGAR MAPLE (LARGE) 3 1/2" 59 B&B SEE PLAN I FUL 254 14,986 EVERGREEN TREES (COMMON NAME/BOTANICAL NAME) TOTAL: 20,711 / ACER SACCHARUM SOUTHERN MAGNOLA (MEDIUM)�+� CAL. 5' 12 B&B CROWN 54 T-5FLOWERING 177= ORNAMENTALFULL / CORNUS FLORIDA / MAGNOLIA GRANDIFLORA 7' 36 B&B SEE PLAN CROWN 124 4,464 EVERGREEN TREES (COMMON NAME/BOTANICAL NAME) TOTAL: 132,316 T-6 SOUTHERN MAGNOLA (MEDIUM) �� , 5' 244 B&B SEE PLAN 54 13,176 / MAGNOLIA GRANDIFLORA *` T -g EASTERN RED CEDAR (MEDIUM) 5 38 B&B SEE PLAN 16 608 T-7 / JUNIPERUS VIRGINIANA T-8 LEYLAND CYPRESS (MEDIUM) S i 5' 29 B&B SEE PIAN SEE PLAN 23 667 3,400 / X CUPRESSOCYPARIS LEYLANDII / SYRINGA X CHINENSIS T -g JAPANESE HOLLY (MEDIUM) FORSYTHIA (MEDIUM) 24" 89 B&B SEE PLAN SEE PLAN 16 .1,424 896 / ILEX CRENATA / FORSYTHIA X INTERMEDIA DECIDUOUS SHRUBS (COMMON NAME/BOTANICAL NAME) TOTAL: 15,875 S-1 CHINESE LILAC (MEDIUM) 24" 88 B&B SEE PLAN 50 4,400 / SYRINGA X CHINENSIS S_ FORSYTHIA (MEDIUM) 36" 117 B&B SEE PLAN 16 1,872 / FORSYTHIA X INTERMEDIA 6,272 GRAND TOTAL: 154,433 TREE SAVE CALCULATION PHASE 1A-1 TREE SAVE AREA . . . . . . . . . . . . . . . . . . . . . 10,948 S.F. PHASE 1B-1 TREE SAVE AREA . . . . . . . . . . . . . . . . . . . . . 3,306 S.F. PHASE 8 TREE SAVE AREA . . . . . . . . . . . . . . 11,568 S.F. ON SITE OUTSIDE OF PHASES 1A-1, 113-1, & 8 AREA . . . . . . . 55,836 S.F. TOTAL AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 81,658 S.F. SITE PLAN AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,287,020 S.F. CANOPY REQUIREMENT CANOPY REQUIREMENT (MIN.) . . . . . . . . . . . . . 257;)+04 S.F. (20%) EXISTING CANOPY COVERAGE . . . . . . . . . . . . .81,658 X 1.25=102,073 S.F. CANOPY COVERAGE REQUIRED . . . . . . . . . . . . . . . . . . . . 155,331 S.F. TOTAL CANOPY COVERAGE . . . . . . . . . . . . . . . . . . . . . . 177;242 S.F. PARKING LOT LANDSCAPING (5% OF IMPERV. AREA S.F.) IMPERVIOUS AREA -PAVED PARKING AND VEHICULAR CIRCULATION . .39,)96 S.F. LANDSCAPE REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . 1,9)9.8 S.F. PARKING SPACES PROVIDED . . . . . . . . . . . . . . . . . . . . . . .122 SPACES TREES REQUIRED PER PARKING . . . . . . . . . . . . . . . . . .12.2 1CANCPY TREES TREES PROVIDED . . . . . . . . . . . . . . . . . . . . . . . . . . .13 CANOPY TREES SCREENING - CAMELOT DRIVE (DOUBLE STAGGERED ROW OF EVERGREENS, 15' OC) REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . 236 SCREENING TREES PROVIDED . . . . . . . . . . . . . . . . . . . . . . . . . . 236 SCREENING TREES LANDSCAPING MAINTENANCE NOTE THE OWNER OF FEE TITLE TO ANY PROPERTY ON WHICH PLANT MATERIAL HATS BEEN ESTABLISHED IN ACCORDANCE WITH ANY APPROVED LANDSCAPING/PLANTING PLAN SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE APPROVED PLANT MA-TERIALS, AS REQUIRED BY THE ALBERMARLE COUNTY ZONING ORDINANCE. LEGEND p p TREE PROTECTION FENCE LANDSCAPE TABLE (INTERIM PLANTINGS) CALCULATIONS SCALE: 1 "= 50 (H 00 JM DRAFTSMAN: JM COVERAGE BOTANICAL/COMMON NAMES SYMBOL SIZEQTY. r ROOT SPACING REMARKS AT 10 YEARS UNIT I TOTAL cc 4u. DECIDUOUS TREES (COMMON NAME/BOTANICAL NAME) T-1 NORTHERN RED OAK(LARGE) (LARGE) 1/2" 15 B&B SEE PLAN FULL 541 8,115 QUERCUS RUBRA Ver/ CAL. CROWN • T-2 SWEETGUM (LARGE) 3 1/2" 18 B&B SEE PLAN FULL 329 5,922 CnV U ',4 / LIQUIDAMBAR STYRACIFLUA CAL. 01 tQ Ln CROWN T-4 SUGAR MAPLE (LARGE) 3 1/2" 17 B&B SEE PLAN FULL 254 4,318 / ACER SACCHARUM CAL. CROWN T-5 ORNAMENTAL / CORNUS FLORIDA 7' 19 B&B SEE PLAN FULL CROWN 124 2,356 EVERGREEN TREES (COMMON NAME/BOTANICAL NAME) TOTAL: 20,711 T-6 SOUTHERN MAGNOLA (MEDIUM)�+� 5' 12 B&B SEE PLAN 54 648 / MAGNOLIA GRANDIFLORA T-8 LEYLAND CYPRESS (MEDIUM) 5' 1 B&B SEE PLAN 23 23 / X CUPRESSOCYPARIS LEYLANDII T -g JAPANESE HOLLY (MEDIUM) 24" 62 B&B SEE PLAN 16 992 / ILEX CRENATA DECIDUOUS SHRUBS (COMMON NAME/BOTANICAL NAME) 16 1,663 S-1 CHINESE LILAC (MEDIUM) 24" 68 B&B SEE PLAN 50 3,400 / SYRINGA X CHINENSIS S_ FORSYTHIA (MEDIUM) E) 36" 55 B&B SEE PLAN 16 896 / FORSYTHIA X INTERMEDIA Tree Planting and Staking Detail Not To Scale Evergreen Tree Planting Detail Not To Scale 4,296 GRAND TOTAL: 26,670 DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/'3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" K1H. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL SH Ai_L BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE 1,1.1 LH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES \NFH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION, AMENDED SOIL MIX COMPACTED SUBGRADE TREES UP TO 4" CAL, SHALL BE STAKED WITH 2�-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, DOUBLEE STRAND #12 GAUGE WIRE WITH HOSE AND TWRNBUCKLES. LOOP HOSE AROUND TRUNK.. FLAG WIRES WITH COURVEY TAPE, REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIR;ES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDIED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPA(CTED SUBGRADE NOTES: 1. TREE LOCATIONS SHOWN ARE ,APPROXIMATE. 2. TREES SHALL BE LOCATED AWAY FROM SANITARY SEWER LATERALS & WATER SERVICE LINES CONNECTING TO THE HOUSE. 3. BACKFILL TREES AND SHRUBS WITH TOPSOIL AND PEAT MOSS (OR LEAF MOLD) 3:1 RATIO BY VOLUME. 4. ALL PLANT MATERIAL TO BE NURSERY GROWN AND COMPLY WITH CURRENT "AMERICAN STANDARD FOR NURSERY STOCK" PRACTICES. 5. SPRAY TREES AND SHRUBS WITH ANTI -DESICCANT, IF FOLIAGE IS PRESENT. 6. ALL DISTURBED AREAS SHALL BE SEEDED. 7. TREE PROTECTION FENCES (TREE PROTECTION AND SILT FENCE) SHALL BE INSTALLED AS A FIRST ORDER OF CONSTRUCTION. 8. TREE COVER IN EXCESS OF THE REQUIRED AREA FROM THIS SECTION MAY BE USED TO MEET CANOPY COVERAGE REQUIREMENTS FOR FUTURE SECTIONS. 9. THE PROPERTY OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL OPEN SPACES AREAS AND LANDSCAPING INCLUDING REPLACEMENT OF DEAD AND DYING PLANT MATERIAL, AND THE UPKEEP OF ANY BERMS, WALLS, OR FENCES. 10. A SEPARATE BUILDING PERMIT SHALL BE REQUIRED FOR RETAINING WALLS OVER 2' IN HEIGHT. CONSERVATION PLAN MEASURES: 1. ALL TREES TO BE SAVED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. 2. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR, 3. TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 7. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 8. SILT FENCING USED AT DRIPLINE OF TREES SHALL ACT AS PROTECTIVE FENCING FOR TREES TO BE SAVED. 9. FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO THE COMMENCEMENT OF GRADING OR CONSTRUCTION. 10. TREE WELLS ARE TO BE USED WHEN GROUND LEVELS MIDST BE LOWERED OR RAISED WITHIN DRIPLINE OF TREES TO BE SAVED. 11. PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVE) DURING FINAL CLEANUP. 12. DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION, OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. 13. TRENCHING AND/OR TUNNELING, WHEN REQUIRED, SHALL. BE DONE AS FAR AWAY FROM THE TREE DRIPLINE AS POSSIBLE. 14. TUNNELING UNDER A TREE SHIALL BE CONSIDERED AS Alli ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp I11-284111-297 for complete specifications) 1. The following items shall be sthown on the plan: ® Trees to be saved; ® Limits of clearing (outside i dripline of trees to be saved); ® Location and type of protewtive fencing; Sl~F_r- E it SG ?LAAj ® Grade changes requiring treee wells or walls; ® Proposed trenching or tunnteling beyond the limits of clearing. ' 2. Markines: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin untiil the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference:: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Stotraee: ® Heavy equipment, vehiculair traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater IDetention Devices: N Such devices shall not adversely affect trees to be saved. 6. Fires: El Fires are not permitted withtin 100 feet of the dripline of trees to be saved. 7. Toxic Materials: (� Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencine: Trees to be retained within 4(l feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place atnd shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: When the ground level musa be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneline: ® When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the fmal cleanup. 13. Damaged Trees: 0 Damaged trees shall be treatted immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPEW'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION `��, �g REOU iREMENTS. '_ .✓I -�/�2 ��/�- - �_. sz-.� J `� 1 �3 V off, SIGNATURE , _P,:x l{ (DATE) ENGINEERING GROUPIE PROJECT STATUS 2/22/11 REVISED PER COUNTY COMMENTS 5/21/10 REVISED LOTS AND GRADING 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS 8-31-07 ADDRESS ACSA COMMENTS 7-31-07 REVISED PER COUNTY COMMENTS CONTRACT PURCHASER SIGNATURE (DATE) I l DATE ACTION M Mil in w W0 V) Q ry w J J Q � o � w o � >r w � I ry 0) ljj Q z Z _z C� W JO O0 to z 0 to w rz z O 0 0 LU M a o 0 O z 04/18/07 SCALE: 1 "= 50 (H 00 JM DRAFTSMAN: JM i SP -024F SHEET ya N-4 r + U00 000 .- o � v rn V) o cc 4u. rn Ver/ • o r- T1 t N N O N CnV U ',4 G > � �U 01 tQ Ln co � 0 0 o.� ,n O M t` r P.+ M Mil in w W0 V) Q ry w J J Q � o � w o � >r w � I ry 0) ljj Q z Z _z C� W JO O0 to z 0 to w rz z O 0 0 LU M a o 0 O z M JOHN S. tVUSIK +-+ Lic. No. 19998' 00a SZONAL DATE: 04/18/07 SCALE: 1 "= 50 (H t JM DRAFTSMAN: JM i SP -024F SHEET • � t • M JOHN S. tVUSIK +-+ Lic. No. 19998' 00a SZONAL DATE: 04/18/07 SCALE: 1 "= 50 (H DESIGNER: JM DRAFTSMAN: JM FILE NO. SP -024F SHEET 51 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K6600.dwg, LANDSCAPE PLAN (51), 3/3/2011 10:01:04 AM, frankj, 1:1 0 O TREE PROTECTION FENCE GRAPHIC SCALE 0 25 50 100 I (INF') 1 inch = 50 1t. i--- ^ _- _ j j ./711 ------------------------ t � 200 1.1AD 1983 NOR 1000— _ ._.- 0 I G .. - vvvvy- 2/22/11 REVISED PER COUNTY COMMENTS DATE: 04/18/07 d L.LJ (n > C\ 00 (0 z ADDRESS COUNTY COMMENTS N o 10-24-07 O F�1 0 '0 ADDRESS ACSA COMMENTS DRAFTSMAN: JM _0 p O n N C7 4-18-07 00wLr) "Q+ DATE ACTION A z > w O Y O_ Q cn • T � O N O W Z O J t/j v N O Ld Q W u C) C'.'� Q Qt - I O' >ncn r 0 I G .. - vvvvy- 2/22/11 REVISED PER COUNTY COMMENTS DATE: 04/18/07 d L.LJ (n > W Q 0-' w C (0 z ADDRESS COUNTY COMMENTS SGALIE: 1 = 50 H 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS F�1 W ADDRESS ACSA COMMENTS DRAFTSMAN: JM _0 REVISED PER COUNTY COMMENTS FILE N0. 4-18-07 REVISED PER COUNTY COMMENTS "Q+ DATE ACTION A z > w O Y O_ Q W W Z O J o) V w Z_ Ld Q W }� z 0 Qt - W W 0 0 �I 0 �I �f a W ill � 0 Q O z 0 I G .. %L% '414p-jn OFyp000 01 JOHN S. SIK e--+ Lic. No. 9998 10 000'j, ONAL �.0 ENGINEERING GROUPE PROJECT STATUS - vvvvy- 2/22/11 REVISED PER COUNTY COMMENTS DATE: 04/18/07 H REVISED LOTS AND GRADING 2/4/10 ADDRESS COUNTY COMMENTS SGALIE: 1 = 50 H 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS F�1 W ADDRESS ACSA COMMENTS DRAFTSMAN: JM 7-31-07 REVISED PER COUNTY COMMENTS FILE N0. 4-18-07 %L% '414p-jn OFyp000 01 JOHN S. SIK e--+ Lic. No. 9998 10 000'j, ONAL �.0 ENGINEERING GROUPE PROJECT STATUS - vvvvy- 2/22/11 REVISED PER COUNTY COMMENTS DATE: 04/18/07 5/21/10 REVISED LOTS AND GRADING 2/4/10 ADDRESS COUNTY COMMENTS SGALIE: 1 = 50 H 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JM 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JM 7-31-07 REVISED PER COUNTY COMMENTS FILE N0. 4-18-07 REVISED PER COUNTY COMMENTS "Q+ DATE ACTION A z > w 0 W �I �I �f O� ill %L% '414p-jn OFyp000 01 JOHN S. SIK e--+ Lic. No. 9998 10 000'j, ONAL �.0 ENGINEERING GROUPE PROJECT STATUS - vvvvy- 2/22/11 REVISED PER COUNTY COMMENTS DATE: 04/18/07 5/21/10 REVISED LOTS AND GRADING 2/4/10 ADDRESS COUNTY COMMENTS SGALIE: 1 = 50 H 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JM 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JM 7-31-07 REVISED PER COUNTY COMMENTS FILE N0. 4-18-07 REVISED PER COUNTY COMMENTS SP -024F DATE ACTION SHEET 51A OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K6600.dwg, LANDSCAPE PLAN (51A), 3/3,/2011 10:01:55 AM, frankj, 1:1 -0001* THIS SHEET TO BE USED FOR � F N __,_ - ___3" \ ___�__ - I � �P i nnine�noini� of iocneGc nnn v m I /5. � -- v,� /`�.ra- � � � '�_ I ! =I / �\ ' �,/ ,y% /t l " A �, __ __ _/_ - I 1_____ / "__ __ 0 1,,,,I,_ , V - /rte �.f . fit_ - \ ,\ ' 9a3- -- - \\ \ \ �� � U �'4 �' Y \ •\ _ 7"=4-"✓ /! t -1y _ o '+' r• `d, _/ \y \. -BR`' k9E+- ,C}, , 4_ \\\ K�` `1 • \ \ \ _ i ` „7-' - ¢a-0 (` \ `-1_J 1, . -_ -_ ' Y/ / \ tea' 'l i p / �� _ - si /C�/� / Yl ~ J t}� ; r _ -- -r1A5' - - t O poi ♦ \ \ i r- to O • �u O t4 ♦ O \ ♦ \ \ / \\ v� ��i \\ Ln ) - " "' -! / `i p , ,0k''r _ / _ ` \ /�w \ t �, _ _ -. v °r98 -�•.. 1 `\ \ jC\ "a d' \ 1\ , __1 i 1( " _,�, \ ( -1 - i I 1, �:i 1, i T i �? ! 5 RAI` GE / ' c _ \ / \ \ , `V I I \ \% \_ \ t v'' __ i jl 7 AS ENT �.r-'' I _ t / ,`\ _ �' It �• \ `\ y \i F. \ ' ) ' \ \ \ \ y t.� , /.' 1 1` cr; r i /' / - -J • � " z AC SS 87 �• _ ' I t \ � , \ ��\�\ / ° / / / "v - rte+ t `\' `) \ \� \\ \` _-_ ,� IB12.8� ? / / \ g U11/. /r / j CES 'a _ f� - // t` - - -- - I I • �JC�� ` `\ \ \ 1 \� \ \ \ !may I T" r _ _ / t I `\ \ \ ti '\ `` �\ �. 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DITCH C/L BOUL* ROAD / ' ---- ----_ ._. _-_ ___ 511 v - - _ _ - --_-_- - �:� ._-400.8 1`M100.3 ' - -_ ..�7"2 A 1 t s INTQ25EtC710N - PRObFlAE?I'TS PC = -2,Y80 ... _ _ _ _. _ _. _ _. _ -_ - -' -" - ._--- ---- - ___ 400.3 �- 404.7 $�60099f� --� -_ - -- - __-- -I _ �^ �— ENGINEERING GROUPE PROJECT STATUS � JJMM __ - 403.1 ' '� 407.0 /' .J _I 411.2 I I /' /,PROP- Ee. - -- AND COfN51Rt1C710N MILL BE "- _ _ - - - _ _ -__ ___ ___ _ __ -_ -_ . _- ___ - ___ - ._ - __ __- ..._-_ �._ _ _� - _-_ �_ ___ - ___ 4__ -\r=te-_ __-- - s- �--�" _ __ _ - _ - 5/21/10 REVISED LOTS AND GRADING y� s --- 3s.ouo vFPD -' -'-----.... -- _ - -- - -- -- _ --- 1---- - - -------- - -- - _ SCALE: 1 — 'JO H /_- _ __--- _ tNv, '�soo�/--------.--- L _ - --�w� _ `` - 2 4 10 ADDRESS COUNTY COMMENTS &-F - i- 4-9 9+ 8 B=T----�� '0 00 i � �..-- 4'y --_ ,______ -._�- - I _".____.. _. __-______- _ _ -_ _ _ - % _ __ �'____ r--__ -- -' ___________ __` __ - / (/ _ ADDRESS COUNTY AND ACSA COMMENTS 2`~0 - / , \I7+06- �__-----•- a<_.____-_-- 12+00 -___ .. -__�- f - -r_-- - - - - - _ /. l � -1_ �� ^' - �- - n--' _ LLL _ _ _ f —y / & - �. 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I t ``E -X CSA -T52�V \ ,`_ _ _ _ 13+00 74ro0-�.._-�...�-„_._� _ _-_ ,_- _ _._.----_-_- �- T-- --, �- - - - - ------------ ---- _ DESIGNER: JM -k10 /% EX WSA VALVE ---_._._-.--'--_-.___-----------"----- -'- -- -- - - '" 1 -24 07 _.___ . 0 ___ _ _ s+o T= _ sTM - - _-- ___ _ Z x.41 - l -- _ _ 8-31-07 ADDRESS ACSA COMMENTS __ �_ ' gYP ss �gL'JE - - ---- --- - ------------- -------- - --- '-- _ _ ----- --- -- -- ----- ---- -- — --- --- ------r J DRAFTSMAN: JM MTR o j _ Ex. 1z m spa/t -- --------- - - -- ----- - ------------ - Z z D _= w ;= —�-tiT - - - -. - ---- ---- -------------------------------------_ ----------- -------------------- �- J�� -- - - - - =` _ 7-31-07 REVISED PER COUNTY COMMENTS ro 09 OB EK R WSA . - _--U----. --. -_ -- 4•. ----•---.�_-_ -\ra _-._ - - _-__ .. __ _ ._ - _ __'-- ?t "'T --q ._ _ _ _ - _ _ - _' -_ _ _ _ _ _ _ _ _ - _ _...-�.�-7 - _ _ _ __ _ _ _ _"_ _ _ _ _ _ _ _ _ _ — —_ -- ,e.__- — -- — — —------- — FILE NO. -..,.. ___'-`--- ----------- _ - _ - - - - " vim-_ .._____�..__..,_��..___ - - - - - _F,- - '-/'-� -- -- _ -- --- ____ ��� 11 � En. EP- � `�- - ,, COPITRACI`0$ SHALL COOP.pINATE WITH SA APlD ACSA DURING COfJS7RUCT1Ori F _ �--' �---"-'-"`-�-"- ----- ---'=L-�=�_---�`�-=�-<_��-- - _ __ SP -024E -�--- = n/�� a tom}----- J __ _ 4-1 - 7 REVISED PER COUNTY MM N _Iz" t= - INLINE VALVE ® EXISTING RWSA�-1?"--_'----___ - --v_-^-^ _I_ R 0 THE HF RWgA 1 TO THE -- NATERLINE. CONTRI{ TGR SHALL USE DUE DILIGENCE TG PR07ECT THP RWCA 19" -.__ � "` �-� `- _ --+--- .' -------REFER TO SHEET 30 FOR ,/ 40Z0 , - -`._ ,- ____ --�^ ---. -„-' _'- �-•- __.'- _____ �C _ __ ___ _ _ WATERT INF nllRlnrr._rnnlcTni,^„^., ...`-....... -` _ --__ �T _ �J DATE ACTION SHEET 52 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K6600.dwg, LANDSCAPE PLAN (52), 3/3/2011 10:02:51 AM, frankj, 1:1 \- SOURCE PROTECTION AREA _ ---- --- y'\'"� '•': �i• ;: :`� '�\` � � � ,...,,,_ ._. -_ __ ,�.�..,^lam _ '_—� ___-------- . .ice .........•. .� \ \.\ '; :_. .. ,-�-. ��'_��,_ ...... ...... ------ - -- tezA - --- �,f \:. .. ..'.'.'.'.'.'.'........... .................:. ------ -~--- _ . . . . . .. . . . . . . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... 62, \\ TIO/j / / ' / r / ,/' /' is - ��j ,\\\ \\\\�\\\ \ '` \\ ',' ,'/' '/�; / / f , OR A(N .ESMT. o \\ I 1 V I , I RAlti\. If If t 1 I t I r i r ` � r � � �\'��/' , �� -�. � ��\ �� �[tMiTs-cr>•-etC-n�1rd�1 !I �' I � / / ( I i I LEGEND 0 p TREE PROTECTION FENCE THIS SHEET TO BE USED FOR LANDSCAPING PURPOSES ONL.Y!!! GRAPHIC SCALE 50 100 ( IN FEET ) 1 inch = 50 ft. 200 TH NAD 1983 NOR m •m LJ Ld Q W 0 H wz C) a-, > ^ 0 O Zw W O LO Q Y O }� w o ~ !— rn C Z I � O U . W V) z Z z 0 J W LliO 0 0 � ►w- \ Q � O O 1 Z 1 •m 4yTH00p 0%,, 00 JOHN S. MA SIK �--+ Uc. No. 1 998 Iffo J 00. ENGINEERING GROUPE PROJECT STATUS 2/22/11 REVISED PER COUNTY COMMENTS DATE: 4-18-07 5/21/10 REVISED LOTS AND GRADING SCALE.: 1 50 (H) 2/4/10 ADDRESS COUNTY COMMENTS 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JM 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JM 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. 4-18-07 R V1 P R COUNTYCOMMENTSSP--024F DATE ACTION SHEET 53 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K6600.dwg, LANDSCAPE PIAN (53), 3/3/2011 10:04:05 AM, frankj, 1:1 H wz C) > ^ Zw 4yTH00p 0%,, 00 JOHN S. MA SIK �--+ Uc. No. 1 998 Iffo J 00. ENGINEERING GROUPE PROJECT STATUS 2/22/11 REVISED PER COUNTY COMMENTS DATE: 4-18-07 5/21/10 REVISED LOTS AND GRADING SCALE.: 1 50 (H) 2/4/10 ADDRESS COUNTY COMMENTS 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JM 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JM 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. 4-18-07 R V1 P R COUNTYCOMMENTSSP--024F DATE ACTION SHEET 53 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K6600.dwg, LANDSCAPE PIAN (53), 3/3/2011 10:04:05 AM, frankj, 1:1