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HomeMy WebLinkAboutSDP201600048 Plan - Approved Minor Amendment 2016-10-21iLai ;IIE-01.1 URN U of I C WAI il� F4 � I " il� F4 � 11: � 0 M -J MalamIMA TM • 2 P RCEL 25 ziTM 78,� P RCEL 59 & 59 TM 78E, -V L= l .al I • . �„LA t Yv � ': tlrttad: 4 �,1 H;mse C3[1ia'jG' Gar, COrdoa 'g^tgr,�� . ', fi0 i:nndes '"rnb {dY t,larr;3x'a �rot2 r�a�g� da.sry;�ritb$FtN County of Albemarle Conservation. Plan Checklist - To be placed on.Laudscape Plans (Handbook, pp 111-284411-291 for complete specifications) I. The following items shall be shown on the ntan: C-" 1'rees to be saved Vits Of clearing (Outside drip#Ina of trees to be saved); nation and type of"trot ctivu [encinb; Cs"cad elzanerequiring tree wells or walls; 'rcrppsctl leertc}aing or tunneling beyond the limits of clearing: 2. Markin s: ,,/All trees to be saved shall be marked with print 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. Pre-Construcfion Canfersnce: free preservation and protection measures shall be reviewed with the contractor on site. 4.E d ent t3 er t'0 aria Star e-1Reavysquipiltent, v>eliidl£ltar trFz('tic and storage of construction materials including soil shall not be permitted within the driplines oftrees to be saved." 5. Soil Erosion gird. SwroiWatet Iiaten#ion Deviegs: Such debicesshall nni"adversely,att'cct trees to be saved. 6. pine - Fires are not permitted within 100 feet of the dripline of trees to be saved, '7. 'Poxi lidaferiais: I'o is materials shall not be, stored within too f'ecl of the dripline of trees to be saved. 8, Prot tine Feneitts: be retaned wilhin 40 feet of a propbsed building or grading activity shall be protected by fencing. £mes)shall be in place. and shall be inspected and approved by a County Inspector prior to grading or construction: 9. Tree alis: When the ground level must be raised within the dripline; of a tree to be saved, a tree well shall be provided and a construction.detail submitted for approval. I@. Tree _ aur: 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. Tran rnE and i'unnelin�: t& When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling. under a large tree sliall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. CIe Protective fencing shall be the last items removed during the final cleanup. 13, ed 3 tease Damaged trees shall be treated immediately' by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. ! � r OWNERSIGNA t (DA'T'E) CONTRACT PURCHASER S NA y , 5/V06 Page 1 of 1 E Course Bearing Distance L1 S 76'09 34 E 11.47' L2 N 82'98 49 E -l-&-2T- L3 8.2L3 N W4711" E 24. L4 N 54'3417 E 51.77 L5 N 635310 E 24.6 L6 N 78'35 38 E 53.53 L7 S 8854!21' E 14.91 L8 S 54'53 41 E 54.5 L9 S 43'W'13* E 141.55 L10 S 53-4227' E 102.8 FL12 S 17'4615 E 166.2 S]0'�18w89.51S 26'3407E 85.75 S 11'1150E 193.39S 42'5815E.97 5 03'27 49 W 97.2 L97 S 3513'W E 69.16 L18 S 2018 E 65.59 L99 S 02'4516 w -C9.-84'- L20 9.84120 S 39'4904 E 53.80 L21 5 39'4904 E 13,70 L22 S 25'0139 W -266 �18 L23 N 64'58 21 W 192.44 L24 N 6#'S8 2] w 347.14! L25 S 49 20 31 W 113.71 L26 S 22'5158 W 53.92 L27 N 22'5158 E 61.25 L28 N 1332 43 E 64.09 L29 N 64'5821 W 322.64 L30 N 401158 E 53.79 L31 N 38'2458 E 181.21 L32 N 07'0910 E 908.09 L33 N 1419'047 E 88.36 0 ry MON. FOUND O +~7 h N >� t TMP 78E -H x����- FONT'ANA LAND TRUST NEW PERMANENT - DRAIN. EASEMENT 2436 PG 623 20' RWSA ESMT. DB 859 PG 53 DB 742 PG 195, 197 PLAT TMP 78-57A C KMH PROPERTIES LLC. DB 3222 PG 519 re... ~' TMP 62-25C TMP 62-25C1 BROADUS MEMORIAL BAPTIST CHURCH DB 1109 PC 353 DB 1078 PG 97 10' PRIVATE EASEMENT TO BROADUS CHURCH PROPERTY DB 3662 PG 44-4 Slg 2()'51,°�. 123 t r �r NAIL SET IN `N000 BRIDGE L TMP 62-26 CASON, W ILLIAM DB 793 PG 106 r , TMP 62-25 ,r TMP 78-59A 20' SANITARY SEWER EASEMENT � .. 0 DB 3662 PG 444 \ \, 20' SANITARY SEWER EASEMENT DB 3662 PG 444 ''---- CASCADIA DEVELOPMENT, LLCP C "PARVCEL TWO" TM1t' 78-59 � v TMP 78-59A - � TMP62-25 e'o DB 4209 PG 088 NF @ 18" POPLAR 55.266 ACRES (TOTAL) TMF' 78-59 ^,• Ns9 a9, ® 59" ' CASCADIA DEVELOPMENT, "PARCEL ONE" TMP 78E -H1 DB 4209 PG 088 5.506 ACRES TMP 78E-II FONTANA LAND TRUST J 21®5 6O, FONTANA LAND- 1,96'TRUST j "`----TMP 78E -C ^` FONTANA OWNERS _POWER A, ASSOCIATION, � 896 j DB PC 281 O.N�AN� 100' VIRGINIA ELECTIRC & Bj�jyjSjO !,i P`4C^�' i �ti'1 COMPANY 'TMP 78E -H EASEMENT DB 269 PG 284 SEE ALSO DB 867 PG 337 �� TMP 78-57 �*® PANTOPS-LAKERI DGE LLC. DB 2805 PG 70 Lo cr ry CJi CA C3 O tp The purpose of this revisionto provide i•. i buildings f. • i - lots 185-205. • for lots storm236-241. For Lots 192-205, the location of the gaps between townhouse units changed, and therefore, the awer design and computations and domestic wateri sewer connectionswere adjusted accordingly. For lots 185-191 and 236-241, there were no changes to the utilities. SP I Cover Sheet � 3 W s 3 i i o (:i� .€ �..+" 1.:..i c? � `,...Y i � s & 0D i�'' '' i' l o �' 'r � 's 1 F '� 5 f e SP5 Subdivision Overview �.. SPSA Building Block Plan /Phasing Pian SP6 Site Plan SP7 Site Plan SP8 Site Plan SP9 Site Pian ',.J £ i +,w3 L.A 1...3 . s t @ - � _ . "ems :_. - r "sr 1 a r 3 3 �, , .:3, a 1,.., SP 12 Road and Waterline Plan -Marietta Drive ..;�� 1 �a Road��,Ii,^.^l� ;gtt�E�;;l.•(irt;1 Nan _.`SP . �(;��3`�§'r,.��=% � ��i� SP 1 +..d f "n .r '�,..�? F..s? �..�tA._A } � Waterline }�' a n _" p e }"r;. ..I c, g 3 1_.1....� i i �)1 t6 Priva;e Rntw.i(.� o,d }+frVa-`-e(?ne Pga:..I ..- K in 011 1.,.'?ne S " 1 3 hState tate°O .✓uq ', Z F 0 R ' o M. 3 i nJ rov"!c e y 1 ' �1' d 1i""'�. ,t li z✓ V F"�V art rf `<%i V V �✓ i i i7'.."W.."'.Y v V 'V `./'�1/�\/.."1/'.`Oi '\/'\/ SP19 Storm Sewer Profiles SP20 Storm Sewer Profiles SP21 Storm Sewer Calculationl S{(P� 23j �Storm Sewer Drainage Areas F9 °�,.. � "y Fy"t F '� w� Y , � ri !"+;"�,+'�_ f '^e }' !''�.,.� ^,.�`,?�+.^,.�. 8 BB 3 9 yyw�`'t,.... '� � 'S. i 1 3 ✓ 66 iii ... E : I � 2 6 Plan ie i a a� I P 2 l ) ,�g i,._ £w-�gg ?�' (dd..'i ._> �..... tv.� �.. � `� P Plan y3I Pkan ¢y'� y SP31 Sewer Lateral Detail/Schell. SP34A Details., L F. MYERS Lac, No, 33028 • s0 4�4 W y a UJ S L) INDEX TITLE: SHEET NO: 1 OF 38 Curve Radius Tangent Length Delta Chard Chord Bear. C] 175.6o' 9.65 19.29 6'1856 ] 9.28 S 26'0] 23 W C2 35.00 33.50 53.44 877912 48.40 S 20'5255 E C3 545.00 90 -71 -TI -301-2r 12'000 112.91 N 76-T7'51* W C4 35.00 29.63 49.18 803010 to N 63'002C5225.0112.4124.796"184N 26'0124E C6 1472.40157.98314.7612'1454 N 1314'2(r E 88.36 0 ry MON. FOUND O +~7 h N >� t TMP 78E -H x����- FONT'ANA LAND TRUST NEW PERMANENT - DRAIN. EASEMENT 2436 PG 623 20' RWSA ESMT. DB 859 PG 53 DB 742 PG 195, 197 PLAT TMP 78-57A C KMH PROPERTIES LLC. DB 3222 PG 519 re... ~' TMP 62-25C TMP 62-25C1 BROADUS MEMORIAL BAPTIST CHURCH DB 1109 PC 353 DB 1078 PG 97 10' PRIVATE EASEMENT TO BROADUS CHURCH PROPERTY DB 3662 PG 44-4 Slg 2()'51,°�. 123 t r �r NAIL SET IN `N000 BRIDGE L TMP 62-26 CASON, W ILLIAM DB 793 PG 106 r , TMP 62-25 ,r TMP 78-59A 20' SANITARY SEWER EASEMENT � .. 0 DB 3662 PG 444 \ \, 20' SANITARY SEWER EASEMENT DB 3662 PG 444 ''---- CASCADIA DEVELOPMENT, LLCP C "PARVCEL TWO" TM1t' 78-59 � v TMP 78-59A - � TMP62-25 e'o DB 4209 PG 088 NF @ 18" POPLAR 55.266 ACRES (TOTAL) TMF' 78-59 ^,• Ns9 a9, ® 59" ' CASCADIA DEVELOPMENT, "PARCEL ONE" TMP 78E -H1 DB 4209 PG 088 5.506 ACRES TMP 78E-II FONTANA LAND TRUST J 21®5 6O, FONTANA LAND- 1,96'TRUST j "`----TMP 78E -C ^` FONTANA OWNERS _POWER A, ASSOCIATION, � 896 j DB PC 281 O.N�AN� 100' VIRGINIA ELECTIRC & Bj�jyjSjO !,i P`4C^�' i �ti'1 COMPANY 'TMP 78E -H EASEMENT DB 269 PG 284 SEE ALSO DB 867 PG 337 �� TMP 78-57 �*® PANTOPS-LAKERI DGE LLC. DB 2805 PG 70 Lo cr ry CJi CA C3 O tp The purpose of this revisionto provide i•. i buildings f. • i - lots 185-205. • for lots storm236-241. For Lots 192-205, the location of the gaps between townhouse units changed, and therefore, the awer design and computations and domestic wateri sewer connectionswere adjusted accordingly. For lots 185-191 and 236-241, there were no changes to the utilities. SP I Cover Sheet � 3 W s 3 i i o (:i� .€ �..+" 1.:..i c? � `,...Y i � s & 0D i�'' '' i' l o �' 'r � 's 1 F '� 5 f e SP5 Subdivision Overview �.. SPSA Building Block Plan /Phasing Pian SP6 Site Plan SP7 Site Plan SP8 Site Plan SP9 Site Pian ',.J £ i +,w3 L.A 1...3 . s t @ - � _ . "ems :_. - r "sr 1 a r 3 3 �, , .:3, a 1,.., SP 12 Road and Waterline Plan -Marietta Drive ..;�� 1 �a Road��,Ii,^.^l� ;gtt�E�;;l.•(irt;1 Nan _.`SP . �(;��3`�§'r,.��=% � ��i� SP 1 +..d f "n .r '�,..�? F..s? �..�tA._A } � Waterline }�' a n _" p e }"r;. ..I c, g 3 1_.1....� i i �)1 t6 Priva;e Rntw.i(.� o,d }+frVa-`-e(?ne Pga:..I ..- K in 011 1.,.'?ne S " 1 3 hState tate°O .✓uq ', Z F 0 R ' o M. 3 i nJ rov"!c e y 1 ' �1' d 1i""'�. ,t li z✓ V F"�V art rf `<%i V V �✓ i i i7'.."W.."'.Y v V 'V `./'�1/�\/.."1/'.`Oi '\/'\/ SP19 Storm Sewer Profiles SP20 Storm Sewer Profiles SP21 Storm Sewer Calculationl S{(P� 23j �Storm Sewer Drainage Areas F9 °�,.. � "y Fy"t F '� w� Y , � ri !"+;"�,+'�_ f '^e }' !''�.,.� ^,.�`,?�+.^,.�. 8 BB 3 9 yyw�`'t,.... '� � 'S. i 1 3 ✓ 66 iii ... E : I � 2 6 Plan ie i a a� I P 2 l ) ,�g i,._ £w-�gg ?�' (dd..'i ._> �..... tv.� �.. � `� P Plan y3I Pkan ¢y'� y SP31 Sewer Lateral Detail/Schell. SP34A Details., L F. MYERS Lac, No, 33028 • s0 4�4 W y a UJ S L) INDEX TITLE: SHEET NO: 1 OF 38 Curve Radius Tangent Length Delta Chard Chord Bear. C] 175.6o' 9.65 19.29 6'1856 ] 9.28 S 26'0] 23 W C2 35.00 33.50 53.44 877912 48.40 S 20'5255 E C3 545.00 90 -71 -TI -301-2r 12'000 112.91 N 76-T7'51* W C4 35.00 29.63 49.18 803010 to N 63'002C5225.0112.4124.796"184N 26'0124E C6 1472.40157.98314.7612'1454 N 1314'2(r ry MON. FOUND O +~7 h N >� t TMP 78E -H x����- FONT'ANA LAND TRUST NEW PERMANENT - DRAIN. EASEMENT 2436 PG 623 20' RWSA ESMT. DB 859 PG 53 DB 742 PG 195, 197 PLAT TMP 78-57A C KMH PROPERTIES LLC. DB 3222 PG 519 re... ~' TMP 62-25C TMP 62-25C1 BROADUS MEMORIAL BAPTIST CHURCH DB 1109 PC 353 DB 1078 PG 97 10' PRIVATE EASEMENT TO BROADUS CHURCH PROPERTY DB 3662 PG 44-4 Slg 2()'51,°�. 123 t r �r NAIL SET IN `N000 BRIDGE L TMP 62-26 CASON, W ILLIAM DB 793 PG 106 r , TMP 62-25 ,r TMP 78-59A 20' SANITARY SEWER EASEMENT � .. 0 DB 3662 PG 444 \ \, 20' SANITARY SEWER EASEMENT DB 3662 PG 444 ''---- CASCADIA DEVELOPMENT, LLCP C "PARVCEL TWO" TM1t' 78-59 � v TMP 78-59A - � TMP62-25 e'o DB 4209 PG 088 NF @ 18" POPLAR 55.266 ACRES (TOTAL) TMF' 78-59 ^,• Ns9 a9, ® 59" ' CASCADIA DEVELOPMENT, "PARCEL ONE" TMP 78E -H1 DB 4209 PG 088 5.506 ACRES TMP 78E-II FONTANA LAND TRUST J 21®5 6O, FONTANA LAND- 1,96'TRUST j "`----TMP 78E -C ^` FONTANA OWNERS _POWER A, ASSOCIATION, � 896 j DB PC 281 O.N�AN� 100' VIRGINIA ELECTIRC & Bj�jyjSjO !,i P`4C^�' i �ti'1 COMPANY 'TMP 78E -H EASEMENT DB 269 PG 284 SEE ALSO DB 867 PG 337 �� TMP 78-57 �*® PANTOPS-LAKERI DGE LLC. DB 2805 PG 70 Lo cr ry CJi CA C3 O tp The purpose of this revisionto provide i•. i buildings f. • i - lots 185-205. • for lots storm236-241. For Lots 192-205, the location of the gaps between townhouse units changed, and therefore, the awer design and computations and domestic wateri sewer connectionswere adjusted accordingly. For lots 185-191 and 236-241, there were no changes to the utilities. SP I Cover Sheet � 3 W s 3 i i o (:i� .€ �..+" 1.:..i c? � `,...Y i � s & 0D i�'' '' i' l o �' 'r � 's 1 F '� 5 f e SP5 Subdivision Overview �.. SPSA Building Block Plan /Phasing Pian SP6 Site Plan SP7 Site Plan SP8 Site Plan SP9 Site Pian ',.J £ i +,w3 L.A 1...3 . s t @ - � _ . "ems :_. - r "sr 1 a r 3 3 �, , .:3, a 1,.., SP 12 Road and Waterline Plan -Marietta Drive ..;�� 1 �a Road��,Ii,^.^l� ;gtt�E�;;l.•(irt;1 Nan _.`SP . �(;��3`�§'r,.��=% � ��i� SP 1 +..d f "n .r '�,..�? F..s? �..�tA._A } � Waterline }�' a n _" p e }"r;. ..I c, g 3 1_.1....� i i �)1 t6 Priva;e Rntw.i(.� o,d }+frVa-`-e(?ne Pga:..I ..- K in 011 1.,.'?ne S " 1 3 hState tate°O .✓uq ', Z F 0 R ' o M. 3 i nJ rov"!c e y 1 ' �1' d 1i""'�. ,t li z✓ V F"�V art rf `<%i V V �✓ i i i7'.."W.."'.Y v V 'V `./'�1/�\/.."1/'.`Oi '\/'\/ SP19 Storm Sewer Profiles SP20 Storm Sewer Profiles SP21 Storm Sewer Calculationl S{(P� 23j �Storm Sewer Drainage Areas F9 °�,.. � "y Fy"t F '� w� Y , � ri !"+;"�,+'�_ f '^e }' !''�.,.� ^,.�`,?�+.^,.�. 8 BB 3 9 yyw�`'t,.... '� � 'S. i 1 3 ✓ 66 iii ... E : I � 2 6 Plan ie i a a� I P 2 l ) ,�g i,._ £w-�gg ?�' (dd..'i ._> �..... tv.� �.. � `� P Plan y3I Pkan ¢y'� y SP31 Sewer Lateral Detail/Schell. SP34A Details., L F. MYERS Lac, No, 33028 • s0 4�4 W y a UJ S L) INDEX TITLE: SHEET NO: 1 OF 38 Curve Radius Tangent Length Delta Chard Chord Bear. C] 175.6o' 9.65 19.29 6'1856 ] 9.28 S 26'0] 23 W C2 35.00 33.50 53.44 877912 48.40 S 20'5255 E C3 545.00 90 -71 -TI -301-2r 12'000 112.91 N 76-T7'51* W C4 35.00 29.63 49.18 803010 to N 63'002C5225.0112.4124.796"184N 26'0124E C6 1472.40157.98314.7612'1454 N 1314'2(r y 1 ' �1' d 1i""'�. ,t li z✓ V F"�V art rf `<%i V V �✓ i i i7'.."W.."'.Y v V 'V `./'�1/�\/.."1/'.`Oi '\/'\/ SP19 Storm Sewer Profiles SP20 Storm Sewer Profiles SP21 Storm Sewer Calculationl S{(P� 23j �Storm Sewer Drainage Areas F9 °�,.. � "y Fy"t F '� w� Y , � ri !"+;"�,+'�_ f '^e }' !''�.,.� ^,.�`,?�+.^,.�. 8 BB 3 9 yyw�`'t,.... '� � 'S. i 1 3 ✓ 66 iii ... E : I � 2 6 Plan ie i a a� I P 2 l ) ,�g i,._ £w-�gg ?�' (dd..'i ._> �..... tv.� �.. � `� P Plan y3I Pkan ¢y'� y SP31 Sewer Lateral Detail/Schell. SP34A Details., L F. MYERS Lac, No, 33028 • s0 4�4 W y a UJ S L) INDEX TITLE: SHEET NO: 1 OF 38 Curve Radius Tangent Length Delta Chard Chord Bear. C] 175.6o' 9.65 19.29 6'1856 ] 9.28 S 26'0] 23 W C2 35.00 33.50 53.44 877912 48.40 S 20'5255 E C3 545.00 90 -71 -TI -301-2r 12'000 112.91 N 76-T7'51* W C4 35.00 29.63 49.18 803010 to N 63'002C5225.0112.4124.796"184N 26'0124E C6 1472.40157.98314.7612'1454 N 1314'2(r SP19 Storm Sewer Profiles SP20 Storm Sewer Profiles SP21 Storm Sewer Calculationl S{(P� 23j �Storm Sewer Drainage Areas F9 °�,.. � "y Fy"t F '� w� Y , � ri !"+;"�,+'�_ f '^e }' !''�.,.� ^,.�`,?�+.^,.�. 8 BB 3 9 yyw�`'t,.... '� � 'S. i 1 3 ✓ 66 iii ... E : I � 2 6 Plan ie i a a� I P 2 l ) ,�g i,._ £w-�gg ?�' (dd..'i ._> �..... tv.� �.. � `� P Plan y3I Pkan ¢y'� y SP31 Sewer Lateral Detail/Schell. SP34A Details., L F. MYERS Lac, No, 33028 • s0 4�4 W y a UJ S L) INDEX TITLE: SHEET NO: 1 OF 38 Curve Radius Tangent Length Delta Chard Chord Bear. C] 175.6o' 9.65 19.29 6'1856 ] 9.28 S 26'0] 23 W C2 35.00 33.50 53.44 877912 48.40 S 20'5255 E C3 545.00 90 -71 -TI -301-2r 12'000 112.91 N 76-T7'51* W C4 35.00 29.63 49.18 803010 to N 63'002C5225.0112.4124.796"184N 26'0124E C6 1472.40157.98314.7612'1454 N 1314'2(r SP31 Sewer Lateral Detail/Schell. SP34A Details., L F. MYERS Lac, No, 33028 • s0 4�4 W y a UJ S L) INDEX TITLE: SHEET NO: 1 OF 38 Curve Radius Tangent Length Delta Chard Chord Bear. C] 175.6o' 9.65 19.29 6'1856 ] 9.28 S 26'0] 23 W C2 35.00 33.50 53.44 877912 48.40 S 20'5255 E C3 545.00 90 -71 -TI -301-2r 12'000 112.91 N 76-T7'51* W C4 35.00 29.63 49.18 803010 to N 63'002C5225.0112.4124.796"184N 26'0124E C6 1472.40157.98314.7612'1454 N 1314'2(r INDEX TITLE: SHEET NO: 1 OF 38 Curve Radius Tangent Length Delta Chard Chord Bear. C] 175.6o' 9.65 19.29 6'1856 ] 9.28 S 26'0] 23 W C2 35.00 33.50 53.44 877912 48.40 S 20'5255 E C3 545.00 90 -71 -TI -301-2r 12'000 112.91 N 76-T7'51* W C4 35.00 29.63 49.18 803010 to N 63'002C5225.0112.4124.796"184N 26'0124E C6 1472.40157.98314.7612'1454 N 1314'2(r I Imo_ wf� /J P 100 t 100 200 300 SCALE: 1 •0 — p o N m N _N 's, O�uJ� c Gm S p tod''� O N L -' U EL F. MYERS�� ic. No. 33028 o � SNA L I p—pm IV 00 J No DOM. PROJECT NO:14. INDEX TITLE: r 5 f� E � f � .R t IV 00 J No DOM. PROJECT NO:14. INDEX TITLE: r 5 OP Cf t aseme tJPocket Park Q,r. jt .a !~.i t ,SI iPe iiti w ffi £'nda,�874 sf j 1 (j j j, ° �§ ,x: � /� 4 "z. / \ ,.' / / '+ '' �K� 3!� ' � � {�' � � t � F 1}� erl+At6s �'iung Sewer / � � Cv co �Ar (<r / � p�,` O,, - ij ¢ f B: t Burled asernent Co� _--,.__s i ( ♦ / g o7 '7C5 j 1. ` ' 1m 0 0 R--( )- �N� I LOT 213 / / X 2 / / / O �,. els �'' � ,s��p , -/ 15 :? W/®� Walk 0 t Basement - (H) () (H) 2 -CAR /2 -CAR 4,408 sf 2 -CAR ! () all 2 -CAR I'. m m mm I LOT 211 LOT 212 i I / LOT 214 � o LOT 207 2 -CAR I LOT 209 ( SOT 210 4,964 s 4,917 s e Fairway 4,803 s ( / q ��� < ` 1 € f f 29 Th Y, I f / / /\ / �i., / p tree am € \ i i ®! { { ( ( ( ' C v 4,646 sf i / 5' n' c� I.`, LOT 208 i 5,121 sf � / 517 17 sf j i ,�- - ''�- -- . _ TFE=424:3 � j The Fairway • �� ' 4,855 sf Brookshire _ ! I FFE=426.4 - FFE=427.4 g ' The B - BFE-414.3 j FFE=421 2" / / \ �F h,o x srp 9 1 r' 3" ! '1 �✓ / Th _ c, ( The Pavilion ( BFE-416.4 ' FFE=422.8 he Brookshire i FFE=424.8 j / BFE=417.4 ( $FE11.2 I / ! F / 4 i . T FFE=425.8 ( CS�CADIARK, \ / /sr �nK r'.r. I BFE=412.8 € FFE=423.7 BF�=4T4;8 i _ / W 0 / / 10,46 s / / rking �;) i 1Ui j BFE-415.8 ( , „. w_ - . W 0 / C 1 / "� 12 J� I I { 1 % W 0 € W/0 1 W�2_ - - v:, 420 - �..._,iF 8 i p .O.D ' A E = 5,37_rsf iT Si w YP / / �^ / \ �p 2 1 a3 i . 11 i 1 Lot (E / / i 1 REA j t i 9 Villa �' I BB } s W/0 - - -t._..� / _ oT Are -x863 sf �--- - ..-.._._ - �___ .,..__ -.. / // 1l �� OQ ���� ��' It ? # !, t? 5 S2 AiCr jt1,j e W/0 i _ i t 9- C.O.D. 831 s / / / e �� l\ o 1( / r 3 # ( 7 14 , 1 ' 4. J X_ �Dc X ! , oDc•� / `\\v9�z' �'•� p " Off` - LOT 186 LdT 18�i Str t// \ \ e5 LOT 195 LOT 194 LOT -J93- -L�T�192 - - ( -LOT-191- -LOT T93T LOT 189 i LOT 188 L 187 / ® \ LOT 1 / 2,477 sf 1,585 sf 2,017 sf 2,007 js{ 11,585 sf 1,585 sf �848/!s /, \\ r. s FF �? �� \ e \� _ I LOT 199 99 LOT 197 g� 2 098 s f j S� ,\ // _ r 1:n \ / OT 203 LOT 201 LOT 200 LOT 8 7- 1,563/s 1,563 s -3,563 s f 8 X n a( s ,,;� k \ LOT 202 1,962 sf 1,563 sf 1,563 sf 1,837 sf 2,104 sf 1,563 sf / f j a / / I 1 3� G �,,' 4,. 11, // 1 FF=466.5 9 0 ,563 sf 2,039 s ( = 12.2 FF -408,7 FFV408.7 F1` 407.7 FF=407,7 FF=405.7 FF=405.7 `' i FF=406.2 FF=406.2 FF=406,2 a F� X406.5 / FF=406, FF=406.5 GF -696.5 For i oo S l -I: f FF=414.2 FF=414.2 FF 4 - �, ` ® FF=412.2 /GF=396.7 CF�396.7 GF=395.7 GF=395.7 ( GF -396.5 GFS ---396. GF -336.5 k \ ! GF=402.2 Ur J98.7 G =397.7 - _ _ �'r �F=3952 �F-3�5 2 GF 95.2 a �' - ailbox (T / j �° JP ��. ® p` r / `- ;r ;t f I�Il \ N, ) -418.9 FF -418.9 Gr -405.2 GF=404,2 GF=401,2 �.t / / 1 a Via- 0 �`1 ! O M_ ( ,{ x -j x �` �> 3fl'\''I 'g,, =409.9 GF=407.9 , �� \ S c® l 1', r f ` V • n % o ° o - .,^,V\ _..` ..' }a i• ,. ,I „i f i f f S z \. €ti„ / �' .19 �` > s° o F. M `I'(i _ •/ •�,....-._ ,x ¢, ;{�. ..•G. .. '".,,^ „a••8'/ p'3, ''�' , 8%Y ��, \.\ �G�' > 'r ° j ,!�7 1 ` •�x..; :.P'' r' `f 1C, 1V0. 33020 GJ - - _Sign', `4 ~'�,- : fVia' r',�r f' fr• j \,� ���' - - a / T ) , ark f ., ate ' p wS 10 ��' l�.'.� � ay � / �, V f _.-- ...M.$_..-�, - - - - m.;- - -- �� - � M,.g ., - �- / . l , f,. .- / S i 9 (TYP •) .•, k __ G` � ,,•� s� s r' �� 1 � ' , �( �.� ( � _ L�'�, �� _ M..8 M .8 a .. 7R„ M,.B ---- M..B M.,B M,.B »N� a��r s - - _ _- / / tOp _ 6 \. "�a' ^, • „-.;.r ""r s/tf` ff `„� ( A w'. •a {� ( SIONAL �11 o Wood Framed i ,` / Sign` \.,M 7' f` // a Shed { SAS rT, �G-6- - - - - - - - - ' / / / l / co �° \ �' ^�` `� -_ tretet Si /.: V - CG -1 � ® � u..-._.-_ s'•; . -f3�..____ ,„._ �^s - ..�•:• �..� �°'a _;°r-' ., / - / } • 97.7```•.,' _..., ._ - p•K•. ,.. r__. ,, _m..- ,. _ = = __. _ _•,. fw G�R \ to Si r £'� CommunityGarden •.; - n 5 bn'c:.idew.atk -- - -- - _ r f 5 i� cn / g it i �! ° �/' i i� l\Uj ,° _ e--Pro�r ;= 28 sf - - 4 FFE'��a6�LOT 984 yc, i y il' t+ 3 -Board Fence \ Q :., _ -, 4.P Area 05 sf R �� �+ \.� ,, Painted Black i _ SGP gr 6, 837 sf _ '} - ,f - jj \ \ U) COD _� � { I 2 -CAR 2^CAR -- - _. - - - - - I 2 -CAR 2_ CAf� � �0XV 2 -CAR �-�AR t m .._ i 2 -CAR i,._.J �! 1 I 2 -CAR g (N) - 9 2 -CAR- - 2 A a� S/g w°�s. ( ~ � Stone Fence / \ \ C) - / I ' wl Entrance -Sign 1 / I I #if \ \ 1 The Pavilion - - - - - - _YYU 1 I / I i / ennui / i Centennia FFE=B ti I The Brookshire ( (3Tte--Brookshire- I "s - - LOT 183 - FFE=394.8 s FFEi394_9_ _ - F - -FFE=396.5 6,306 sf The Brookshire he Cent ! i ,nniai 1 1 / / ? BFB=388.0 ; - _._i ! -L sz-FEE_393.-9 - _ - BFE-385.5 4 3.3 FFE A�6.0 FFE-404 FFE=40Q� FFE=395.7 - - - - - - 4 BFE=386.5 - - - _ _ - - - x. \•. �/ ( ' 1 BFF390.4 SFE=384.8- �. _ BFE=384.9 _ -- - - (3�E=396.0 i BFE=34.3 4 LOT 176 BFE=3857 I BFE=383.9 - a k` LOT- 181- - - 0.3 / ( I f ( ( LOT 178 1 g LOT 179 - _..,� LOT 1�0 ; - - _,._ .. LO'1 182 W/0.„ LOT 173 / /LOT 75 5 075 sf i LOT 177 - - - 4 515 s - n s NS / 1 / i i - 4 573 s "i \ �y .w € L'bT 174 / I 4 489 s - - = - - 4,512 sf _ -I 4, 565 s I f f 3 _ 4,409 sf / 266 �f' ( 5,266 sf / ( € 4,232 sf- _ -Pima wl-4 enc < - -" � f I --w/o E � -- n d water fountain at r � _ '�.�iw,..._ .- __ --- -- _ _ - r,.•' \ , : \ :. , ,� � ,} � � . \ � \ \\ --- --- / € W/ "t'd 0-�' arkrrr » -._ - ''. ,,,, /' �\ / { _�': ,,+,` � , y �� � i �+,� 4 V,�'�, „•..4� '� , �r Uj / T ` \ f 0� > - \ \ \ '"a 4 '�a2 \.:" \\\ C3 W 0 / _ .:h.> _ - ' -z: - - �i - - - - -..,'\ `Cij ��'VG ``'\, 1 3,.8 "' d;,• F''""' S`-,. '%"`-w;"* 4C� SU � ;-- --- - _ - - v / * � .�° BW=x76.5 ., .. __ ___._..._ ... .._... 6� ,� ,, ---=;� '°• � �, � s �-�;a�,�;y � - - - - Co ter �• .,�,...__-�..___.-_._.__... - - 18 Q �_._., -12 d CG`0® \`,:r �' s 5.8 `.. y ` 4 yro p m C) Ui _ _ _ _ _ -___ `�:j '!• ring Spacesn �' °- 6 �. _ - _ � `� / t __ .- _-. _ - - _ _ - `-- _ �j0 / i'''` 'i � St _ _•,�., �----- W 0 \ tS' �� ` �Dc� '\ \ \ �fj' - .. ..,,�, ^f ''".``Y•.""a � •. c'rc,;, .-s .. _ _ H t -/ / ! _ �- f - x 12+00 „w cS - t4T 259 _ _ _ - - - - - - - - - - - - - Sitreet Sign -- - 13+00 „Ne P skit '> -- 8 Cit�WAT_EBM t� a'w- 8 ° / - 4k _ , a -- - - - - - - - -- - - - - - - - / S�• 15+�07 141 12+92.2 - .,w w s„� _ _ $'•w s w a„w e••w e,.w -a.,w - 7, 562 sf F �� `' <v dna Qr 0 iii A.•w - - - ` 4` - w y Railing _ z s w a w a^w -- a..wtgln Typ.) LiOT 260 /� - .- / t P=98122 / CG -6-n -- TORY-PARII�_-__ _\_ \ - `\ _--_ _ 15'X2' v G-6 5„152sf, f ; �g .t` fi wa P vii ce \ .�- Cr, C3 - - - - - _ I:° - / :. , • : n'. y . / ? h / p E. . 5'X5 Wa _ __ __ Tk�e 3ut�i ps%er pad sfialF �rev� minim _ - 'V �_ c_ess Easem_e_ -_ -_ _ 0 4" -stone--base-and -r _oi�onerexe a� - - _ - r � � / 000 -psi -a 28 mays e� str`ong'er -' - - G-2 ? ° / % `'� - - - - - LOT - � - LOT 261 of 12 ( G _a 10X5 Water i 5,156 sf t :' l / a / / / �\ w x s w) I i EaseL2- I 2 -CAR 3gp,4 .3� / i/ o 1.0%2 -CAR LO \266 LOT 265 2 -CAR 2 -CAR i 6 gp.A 1 0 - ____, ... __- _._ et` R�aiti+� l \ \ ` 92 ]I 4,798 s ! , LOT 264 LOT 263AR?4 F,3 ti /! \ \ lj _ _ _ _ _ - - - - - - - _ - -- __ Crass A Trar! \ \ \ \ \ \ -"" S, 724 f ; 4, 798 sf 4, 971 sf FFE-3 ' 4 / �` / / ( 1 ( iii _ ._ . _- --_. _ w .. - - _ _... _ -3 --------_- - - � ' \ �\ `6`_ti 8X9 g SpaC � � � S 61 8'X8' Van ii0 pa FFE=377.9 1 ; FFE=382.8 FFE=385.8 LLJ FFE= 380.9 I 375.8 t + \ \ -~\ BFE=367.9 BFE=370.9 BFE=372.8 BFE= I 0BF / - i hair a s ._ \ 0 \ \ \ 4 I 1 \ \ ✓ / 1 ` 1 LE _. _..,._ ._.... _.. W 0 I i-W/�l i ! / // , 2(}' for water x 71.9 -. -._ 4 \ r l 1_ _ I I : V• -•"-- • e_ _ i / / / ` \ � Management `Access Easy. Flushin / 1 / t __�_ \ \ DB 43� Pq 623, (0ff9 \\ \ g- 1 Approx. Location w-' (i I 11 h�4inte1tance Easret 3 i9 s \ _ ilii I I \ f \ _ 1 -~ / / (,,/'� Of 4' Class A Trail o ° y I I 1 } \ OFFICE SPACE \ 1�\ ( J tati - - \ l / / i / 1 / \ f\ � (I I > (I } ( 1 � I 1 4 See Detail 10 SP32 1 1 0032 for \ J \ 3 \ ! I 1 ! ! ,, I I ! I I J i \ \ FFE ��3. 5 { _ _ - - / ! / 1 1 / t \ \ 1 1 1 details I I \ \ � BFE=363 5 \� x //! �i 1 i i\ \. z ° 1 ( I I I { (' I (;1 N�T INGg,U0F IN ARB -2 5-05 \ :. ' f 3' ~ -- _ / / Per anent Drain. Easement idth-Private --_ _ --------- //: / 1 \ \ /-- I a . S w r Easement _ \ \ / j / ' DB 2436 PG. 623 I I / P va o 9:6 .-x_E�NW ISARK �_ 3 i I 1 x 77.0\ / / r e sure rc ain 99,653 sf \ \ \ \ / / ! / l l l 1 li /l \ ~ - �► "N Parkin " esi n B 0 he \ / / , 1 _ ; 4 I iI i I L HDPI✓ k' ?` Si (Typ) \ \ \ \ / / l l l I 1 / t \ \ � T A I I �. _ •/ '� rai asp: t � � a.. x 1 t. N_ ' - f �1 I Sto e Fence y.._ ` __ us e r �'r � 0 , w ce Sa tectal as 1 l \ / l / Existing Si'M Pond 1 1 \ l o uy '' / / Refer to WPOI 201300032 for I r / ( d 10 X x 69,4 / / / \ r-� Bric' Fence x 6 \ / / j 1 \ w ° l �+' t j / all pond construction details \ ; E-, 30' Trail and \ \ 1 6' pi 4 \ / i I / / \ �\i Cn - Embankment tone- ull ' 3' 1 l ij --_ _ Emb / A Easernan \ - _ _ ' - .-.-� w tr ce �g >f i 3 -Board enc 1 \ _ -�- -x x_ -art -j' n> _ , ii C \ I Exist./60" x_ Painted Bla 1 / / ,-, 2 II 16 - - x_ RCP Riser / I t 3 -Board Fence 1 x-= x_,.,Mir _\ �x x x -x .-.- -._ z- t t ( /� \ \ / Painted BI ck - 1 t-3-70- topi_ o n _ n 18 HD E 1 WSE: 364. - - \ -- - ---/� IX Proposed / g �._ "�_-,--_-� ` �i�`, ,,t`� NDP t f •._ i - - - - 8 moved EOP XLU / Shoulder OHT OHT - OHT oH� `\OHT 7 _ OHT - T oHT /� _ _ _ , -- 8 Paved `� \- �,aa. t r. --- / r Solid Whi� .... - _ - _.� - r ropczsed \ \ \ \ ;' ltc�`�` \ z o s s _ 4 °� l L� Exist. W.,.� = ---"` _ - - St eq Nam_.,,..axp , - -'Line xoa, y.,.__��... - - E: 36 OP., µ*, / 00 5 - - - i .,,�.. Sian (TYp.) - -- , / � , t\ --,,,"`. i' ,,.a:'.`^w..»_ .......-,....». :::�,..»»-.», ,,....---,-_............. ,.....,• ....,.... '"'" ��C-~., w - .�1,,,..,„ i i Yue i i / Y 1� � `'i "'•, !~` , � lu 'e�.,, �, a w;, ."u. -- ^N`; y _ N " -.,. �! -' - \ �._ -- - �/ / a ;i t `i�j'', °i ~ \ // o / DOM. PROJECT NO:14.003 KEY P� �,M, .0 . r ., . �� v, .., 200�y -✓-�g'ri'---- burn kartw.., Solid Whe Line \ / -� i ,.•,,v=p�� .- �. '� '� l n�-7 .�� � � / '°� \ \ / / i � INDEX TITLE: uTurn Lane ,.„�. �� P v ^ Taper Ston P int Rod -d- 150' Route 2 'b 3P8 ,�i , ,- _ _ _ _ Existing �2-T�rraac t - _ _ _ _ \ \� ~ ` - ` \ \ \ \ /,j) Lane to �e 5oid riteVar.-Witt �/W\ + 820 To ��v \.....,,.v\\ �f =;= ----- 30 30 60 Line _ _ g0 -- _- \ Format�a Dr\Intxi - _ ",-ha\ _ - \ \ \ /� o \,R \ \ ` o/ -37 z � OF 38 -_-_` \ �°,�r,,..,,..wh -,. \ \ \ \ I-' o / / � SHEET NO: Exist Double -Yellow Lines \ - .,_ 4:iµ ,•;, \ \\..tea y.N:..,..n.. T - - - - \ \ \ �1 -- --- - - SCALE. 1 = 30' _ Skip Line ..,` m""'°.,. � 2O0' 'SPT - -- - --- ._.._ --_ \ / / / / / s f .1 _ _--- - .- -- - - - -- - - -'.` - ~\ \ -.. `�•,,,,< TaAe/-..,. MS �,.„ 1 \ \ \ / /,T ° / / �'%Y' �i DAT: Spa \ ..,.•..,... - - ~ \ / o / I i / / \ i 310' Transition= ~``'-\\ 1/ AK'K�11 NIENIF EMIR ITTI-71, � | / / / � R / | 1 4 �! I ...i 5 3 1 z ZQ |- | � _ ��-C �� �� m_"'o C / ! | � \ A�11 ' mmau��� � �� � `�'�`z �FF= AN ''//'~`-^ ` ''/ './ � LOT 206 1 ,2 -CAR~~^~~ �0Z�08LOT 209 /91 LOT 2/0964 ^..^ � / �� �� - ^"� �"« J'y/7 x/ ---�(----� '- -- -- -` / / / / / / � / ' � / | 4,8�5 of ~ �� 'L ```-__ / | / / / . ``~`` -- ^The The povNkm n�-��"` &�� _,6�� FFE=421.8 `-`` FF[=4228 ' The Brookshire FFE=424O_, FFE=425o m=--"��- ~- BFE=411.8 �-`---- 41l8 |il^�J ] FFE=4237 ��[��=414�� qFE=415 .-R5.6 CD W/oall / �0��0/ LOT 200 LOT /99 �0I /98 LOT /97 LOT /LOT - LOT 194 �02' LUT %05 LOT 204 LOT 208 LOT 302 /362 oy /568 uf /J63 af y8�7 xf ��/D4 uy 7� � ^f��5J "' \ /W/o \ ' \ \ \ � ! Eas)emen���80 oy /,J63 sf /'�83 »f ��089 of '-/A ~ '--41 ^ '`-FF=41 ^ `~`' ~ FF=-� ^ ' ~` � 11 'J0�3-44 � // � LOT ! FF=42O8 FF=420g FF=MEig FF=41�Q rr��',� "-`'`� � �22 rr-�u'� GF=987 3077 'GF=JSh'/ jv»'/ ' 0.49y'mf\ �[\ \, \ N | l /7 �W�^L-�| Q� � |�U [-O�� !| ,_m^� } cF=z10- | CF=409.9 K GF=4079 U�fNT� w-`,^�U �-'`''^U =-`"'�^ �� -- 30 0 30 60 90 f 1�1 SCALE: 1 = 30' 1/1 Y/ `, ,/ r f" +� \ \" �'.-,. �z'`:iaa,.. \ i fir"fin ...,,...4,..,,.-........................_,...._,_._.._..._,..... i--•_,.., ,. -.. _..-••jr-- m..,..-...,<,,,,,, ___.`N} f .• X 61 & \ 45 Public RIW i , C / i, \ \ \ ), '`..� ,\ ;�\� �� � � l \I �,... ted. „\_ -`-, �:w ..,s:---.,..� pc. _,.m.,,_, ^'i E-• p� � .,;«,' i ,M L f \'_ 1 j J / / J J l l / ! ! 1 1 1 / l J { 1 ! J j f - \ ,�° `' r/ _ ' .J 1 \ ......., r fs c ., _. • :, ... _.-.-_. ;• , \ :•_ .., ci,i3 ,.._..._ .5IT�-' � ,,. �; P . € -----• �� a _ .. �. � �,:e .,, r • - - � -r - - - 3 - k - _ _ �- - - �---�._- � \ Wit- - i j\6{� \ !` l \ _ - -` , �' � • y„_ = �. �. � � --� �- \ •, \. ,' �t ;` _ � �- ? / ? (` /r f r / ! � / / j i J J 1 1 i J 1 i ! ! � \_.._._.�..�.{ . ,-�---�• l r , ��, _ �'` � \ ` � \ �. \ \ .� 1, 1/ � { k � { �.� __ � �.. l I } l- ir ( / � i I l t I i ! i { { I \ i I { \ \ `-- 05b - __. -_ __. �, � ,`. \ ,. \ \ \ \ ���.."�.� _,.,� ,,' "~_•�-.-_.,,rw...._, f '� � z 5 j f 4. \\ \\ l ........... 1 NIIC )ML F. MYERS . ic. No. 33028 �i \ \ \ \ \ \\\ \ \ \\ \ \ \ \ \ \\ \ \\ \ \ \ \ \\ \ \ ----- Wfl _ •� \ - -_-----___---- k5' \ \ \ \ \ \ Open Space A \ \ ` - -- - - - _ - - - \ \ 1 1 0NAL 120,04 sf \ \ - `- - - - - - - - - - --450-- 1 c� to HD2F - ... 522-3 SLA w SLAB , SLAB I_.. � 1 1 U 1 I \ \ \ \ \\ � �\ \ \ \ , , /\ - I SLAB I I - I ! LOT 153 1 \ 1 \ \ \ \ \ \ \ \ \ \ 1 \\ / \ . brei Exist. \ \ y, �..- s ' \ \ \ \ \ \ \ \ \ / \ \ _ _ LOT 155 } LOT 154.- - -- C 9 ,�� \ 4 's \ LOT 156 4 608 s 4, 474 sf I l f 4, 551 s \ \ \ Easement 5,113 sf ; \ \ o \ iJd FFE=453.7 \ i FFE=450.0 I \ / SEPB \ FFE=453.0 } FFE=453.7 \ \ 1 i 1 \ \ l t \ \ \ \ s / - \ \` \..fk s` 58 1�1+a°r. \-` \ • LOT 157 \ I \ \ fl '' P \ { I \\ m - /� // f \� �\� ���\ \ , / �e \ LOT,158 f \ \ W �- ,-- � .- �. -� � WSE: �-3.87 J`y: ' � \ {.` ' S\,. \ 6, 435 s i w r r \ \ \ \ \ ." \ \ : wN0 \\ 2 -GAR Fe Fg-CAR CAR 6,632 -CAR 2 2 -_J FE- 446 • 2 \\ \ \ \ \ 1 I 1 I I ! I t 1 t \ \ , \ \ \ \ \ "•\ \ _ _ / ! / / I / e a` �i�� and CIO 8.9 p.- � f\ ` \ ' 2._- \ \ to 2 �'- � -• - '� � .\ . `. \ ` � I �\,� , 20'c3aa. Sewer } I 1 } g G \ o`���`i� `t \. \ °�\ \ \ Q1°s S s s �S "S �S �'meme�it� 4 I 1 I , �\ �, \ ° �0 5g. \ \ 42.7 - - CD - \ LLIz L'0 159 \ \ s - _ z co 59 'r \ 5,7'�"f` 2 :y \ -_ -_-_- - ---- -- U.) LU LLJ Terrace Lane m �/ ���` \ \ \ 1.1 -- f� - 54J'� 'tPu-�W c� -'-.. _- -�, .--' 9 S f -. E l 4 ( I I I 2 '\ f �'��, '�C�. \ i`.. V( :\ ' \ ',a '\e8 Jr '`\ 1 "4' V -tY9 M-8'1,�F, \ \ \ \ \ \ \ \ \ - - _ S,9 5. "9 ! ' / / --' { 1\ V! A J• ` 8 M,8 .9 - -Ms8 M�,B C i i 11 11 I \ < ` F LOT 160 ----- - _ - - - - ._ - --- / .,- - _.•- ..-- -' 6,765 sf-1-- \ -_-- - -`------------ �' \/' - 'J -V San S� r i 1 1 I I 1 \ \ ;'P� \ 7.9 \ , I �� \ I \ \�_-- _ _ _-._-___----- - --f �= ,/ r, �N�ment \ } 1 I }{ I III } \ \ \1 2 \ \ \ / \ N o Par c�> _-------------- �% i 1 } I 1 } I r o \ _Sin -(T-Y, _ 3662=44�k \ \ 1 1 ca \ - -va cry ,'�` \ 0 1 I __________ - _ _ _ ---------------- _��f `' - `\\ \\ \\ \��� { II 1' I 1 111 S1r' \\ �' O� s�F, o \ --4� (H) ( ? (H) () _ _ { 5.7 0 _... __. �. H _----- - \ \ I I1} I } 1 �'.'� \ �� \' , 2 CAR I i - - - - - - --_, � -� / \ {{ I I v � �\ h � ` �r _ � 2 -CAR 2 -CAR \h',. \ ' ., \ / ' (H) 2 -CAR LOT 243 LOT 244 � ; LOT � 45 �i \ 00 \ a - 4, 453 s 4, 495 sf I 4, 41 s 'I - \ \ \ I 1 1 1 k �� \ \ . <" `l / LOT 242 f f I I i I I 1 ♦�^`�`' <v � \ � 4 781 s { - _ � ! - - - - � l i i I i ` kvi / \ �., `" f i { - _FFE=�51- FFE=452.9 1 7 ` \ , cue \ \ y FFE=452.1 BFE=444.1 ; i BFE=442.9 R t2.0 The Fairwa � 1 � LOT 161 / • M Ix. 8 r 6 \� ® FE- 451.0 1 BFE=442.1 / / �`' \ \ \ � 1 I V I �: 1 � I '-( I � .., I 6,53 sf <;, � , ' 1.7 � �� �t•' BFE-441-.9.. .,._ !' \ � `� ` f . F.-...., .... . _ W/0 I W/0 } 9 W/0 i Knoll irk 10' Private \ _...� , ._ s ' ,. _ __ _ ; NJ�O I t _ - z 7- } a ax, _ x 9, 651 � �_..._� __. � _ ea -8,711 s Tot e 9 40.5 :5 Max. H =6 J _ z as nen . \ -- ff LO1, 162 \ ! \ - 38 �'LIS 941 s \ g• r x c�ti n I I ' I i I f 2� CAS, � 15 pp x /' / ' / / / / / \ } loft Ret Wal e ?n c l 1 I ! i /0 I \ 0 1 » \. _ Easeme t 37 7 -' / / % � /// 1 1 I I i I { l nI l � p I � ,IIIF�'428.7 \ t: \ \ „NoParkinn x`478.7 �' \ 1 q CD 24.7 /==-- 163 1 i LOT 235 LOT 234 LOT 233 I i LOT 232 1,935 sf LOT 1,527 LO -241 LOT 240 LOT 239 LOT --,?38 LOT 237 LOT 236 2, 533 s�- X656 sf 1, 656 sf 1,656 sf- 165_6 sf 2> 225 sf Avinity FF --433.5 Avinity FF=434.5 ; -FF= 35.5 FF=433,5 GF=422.5 GF=423. <-D FF=434.5 GF= -423.5 GF=424.5 5�� FF=435.5 GF=424.5 w GF -4 �:5- FF=438.0 �, GF=428.3 GF=42 1 i LOT 235 LOT 234 LOT 233 I i LOT 232 1,935 sf LOT 1,527 I : 2,110 sf 1,527 sf 1,935 sf } f Avinity Avinit I� co � t ' Avinity Avinity Avinity ; FF -439,0 FF=43 p FF=437.0 FF=438.0 FF=438.0 GF=428.3 GF=42 GF=426.3 GF=4= GF=427,3 C) TR - R - - _17WI 28. :21-�..7 I ( ff 1 i{ ! { ( i , II; bVO I I sf \\ ' ^F \ For p N2 2� r 3 .41i� �b2 6�4 s (A { 1 I I I I CpR 4 J I _ o �, 25 ° °q 6 �q ° Z I C 1 �- \; f M� 3 2S. 2 26, 26 (� (1 I{ I{ + X A C I I } " 2 .7 I \ .:Q Stop �' `� j t ,r. I ` > \'� O C 2 C(`-. G _ M..B y _ ~ ';II I I I I I I I \ I .5% I M�.8 8 \ M„8 M 8 M..9 - M�.B M« M« M« M.,9 M,. ,� M« ilei h`ir Drive - - - - - ,'�• J\ ! J + I } 1 8 M 9 8 - 8 M 8 �_ O� �64 2 -CAR 20. 2 _ - l- - o btic 16 F� � n' 19+00 0 18+00 17+ rri !� HE -421.1 eet N me \ , CG ,.v......... I It �Q IBFE 411.1 _. - - - - =._ .., - _ _ - - - - - _ _ _ � inn (Tvn ` S� - ISA S.A S«� s S , I S:� r S.J s 9 J1 � � •S «$ S,� �' � � � � � I FE=418. I - - - \ \ \ \ \ \ ------------- / / 1 I I } I I f I I .. I I 15 DP _3 a i' 2 -CAR H Cf�R ! -()- z w \ \_-------- J / ! I I I{ I t 1 i I H H 2 -CAR (N} ( () )F ---Y--- / � >✓ / >� � I I ( s 1 I I i \:. , (} O � i 2 -CAR � /� 9 4 LOT 211 LOT +�. �- 1 \2 -CAR LOT 206 LOT 207 2 -CAR I i i r --i �- } 4, 964 sf 4, 91 6l sf 3% I i 6,134 sf 4, 546 sf } LOT 208 I 5 121 s I ' ua \ \ \ \ i LOT 209 / SOT 210 a- 1 ' I ( I I � i e.• 1\ 4 � � I , 4,855 s f � 5 717 s ° FFE=426.4 \ \ \ \ \ \ _ J / l 1 I I I t ! 2-C AR 77. { f l fLU The Brookshire \ \ I f ,.._, I _- \ \ j I 1 �• \, \ __ ! I { ! { / / ! / ' / 1 } I I I { I \__ _, 6Z g i FFE=421.8 \ FFE=422.8 The Brookshire I FFE=424.8 The Pavilion { BFE=416 4 v� BFE=411.8 _ BFE=412.8 I FFE=423.7 ` _ __1- BFE 44 8 I f FFE=425.8 / - K ,,, I ` _ BFE=415.8 / F', _i ._ -. DOM. PROJECT NO: KEY PLAN } ,:° _' _ _ _ f { f f l / i ,J J r J J l I I �. ___ .-. _. _..r , \ _ . } { 14.0031 � I I 1 1 / 5.6 ., i \ o _ ..,._ .. ; .....,. � � � i � W/a k W/0 _...._.._._. 1 1\ I I _. __.. _ , t- . INDEX TITLE - 2 -CAR 1 ' f t I \1 ' - I I W. t6. 1 .6 : B8 O• ,._ M_.f BB E /- \ I { ( ALO \ 1 6 \ k _.. _..- ...,.. - _--_ _, �._ ...... _._..,. W 0 W/0 \1CF r zgTTS` x( J I I I 36 \\ -------- tt 14 � (t f 1 / J l i / I �i 1 I ( \ \ \FF 4.16.5 a. � \ � � 20 I ��P8 / /0 ff' 33 SHEET NO: 9 O 3P7 i 1! i / // M I i tFF�E-414.5 i _. _. { " �F- 0 LOT 195 LOT 194 LOT { f 1 / I / / / ( i J = \ ' LDT 199 LOT 197 LOT 1 / J 1 /{)'/ S n. we / , ~" I I LOT 202 LOfi 201 LOT 200 1 563 s LDT 198 2 104 s 1 563 csf / J !a/ f E \\ \ {�' €_. �, I LOT 205 LOT 204 LOT 203 f f 1,837 s f j 1,563isf 1,563 sf 463 DATE: - I - \ 1 962 sf 1 563 s f 18 15 // / Easfiner t i / �! W/0 ` 1 \ \ �` 1 , 2,230 sf 1,563 sf 1,563 sf 2,039 sf 1 �F=anR 7 FF 408.7 FF 407.7 FF=407.7 FF- 1 ----------- -I- -v IT Ilk0 - \ \ \1 � _J k il /Z r r V %\ Lj I V, M I t IT V -q 1Zf u -30 .......... . ............ RL Neighborhood Cen ter \N -Z FFII`=458,8 X, _,zY \ (5 4 i D_ 4II CY) E E GOo c 15 0 c 0 E c: -H W 0 0 V -q 1Zf u -30 .......... . ............ RL Neighborhood Cen ter \N -Z FFII`=458,8 X, _,zY \ (5 4 i D_ 4II NNIT) VH V% Tr, r, Sin "WFamil Qw�lfn Leggp & V\R).\ �'te"n_q Sew _e \BB:\, 'Dp�o -8ur'ied-&sem-ertt___--- Walk semek- - V` k�(�U&C. A0. 330/6 j Q4_ 6T 147 LUT /,7-- LqT 149 LOT 14 L 1 1140 ( 74�Q ,f I 7,1�9- -�_f 4,115 sf % LOT 1511 LOT 150 1, 4� 4of / z5j 7 yo u Yj- I -j / I \ \ - - . . ­�- :,- \ \ '\ - - 5,113 sf Avinity �RE FFE=453.7 t 1111�1___ A 0 N A n 141GFS V FF FFE=453,7 458 Avi0� Avini A Avi E=453.0 FF=44 7 FF= UP. 7 FF=44A7 FF�4 FFE=450.0 GF =4,K 4,K GF=433 LOT 15� GF=/438.7 GF -/437.0 G =455.7 6,400 Sj - - - - - - Ret. _WdI _14 V o'�C\N 0 1 2 -CAR 2 Max. ri I =ju 2 -CAR 4466 2 -CAR Fl. � \ \. 1. - - - - - - - - - - 50 WV/Saf-etr- r 1- -71- C) Uj S.9 S, S.9 S-8 e e s aSA SIX V's 43B r ,I X Z Z % -��A ��\ %, rDxu 1U0 46 ce Lan /- k Xl\ Terrace Lane b1* RTW 12+00 M.9 :Z �X ',A4+00 ILS 444 gig= Z x� Q,/ M.,g 1 _._..._ � G-12 - ' , ',, m' E 0 5 ., � �\ '°�' �` ; , \ ' _ \ \ ti______-- ~ \ , I I 1 � 0*0 J/ 00 U/ o Parking"rn - LL 4 4 ) v 2! (H)LOT 251 I LOT 252 \ (H) cl) kH) 2 -CAR LOT 248' uj LOT 247 sf 41160,� &f i 11� LU7y,?4Y 2 -CAR LOT 243 LOT - I u (j 3j 2 -CAR _ - 7 sf cob (H) 2 -CAR LOT 245 LOT 4,308 sf- 4,9f 4,414 sf 4,231 sf I Fairway Pad 4,453 sf 5 sf cri LOT 242 i I - - - - ­ - - - __ -445.4 8,83 C) 4,781 sf FFE=450.9 FFE FFE=442.4,, I (, 1 1 i -FFE-= 45T I I BFE=435.4 13rE=42d.j & ar FFE=452.1 BFE=442.9 13FE=4�214 The Fairway \ 1\� V BFE=444.1 I BFE=440.9 W/o -FFE-=451.0 BFE=442.1 X V W/o 6j FE=441�9_ W/o -v F_ W/o . . .... ................ IA %, W/o W/o vz� _W/ MW/,Q - _/ " 1 1) - j P I - _X -q -;4 ­ 3 L_ 10' Private U) 10' Private _Ro_t I , I - I / . Z X c __j 40.5 Max.VIUA. I I 'Sf (I -Ota C) AREA Easernen 8---- sf V 44 rx, 0- �T 229 LOT 2,28 LOT LOT 225 1.15.0 0 951 sfe6)- x, LOT 233 1,869 sf 1,52?' Sf 1, Q49 Sf sf 11,635 sf LOT 231 ��2 7 T 226 4 LUT LOT 235 LOT 234 1 1 goo 3j 11 527 sf Avinity ,,981 1, 75 LOT sf 2.700 sfl i 2,110 sf 1, 527 sf 1, 935 �sf Avinity Avinity FF=46,j.0 Avinity /Avinity 4nity A ity //Avinity Amnity A DO T- 2 3_8 LOT 237 LOT 236 1 Avini I L6`P-241 LOT 240 LOT 239 2,225 sf Avinity AV1111ty Avinity, FF -439.0 FF=439.0 GF= /FF=432,0 F=430,Oy x 1-28.3 FF -436.0 -`FF=434,0 F FF=428.0 FF` 1, 656 sf- - FF=438.0 FF�4380 GF=428.3 Plaza GF=j25-3 �F=424 0 GF=4' 22.0 F=420./U F -F-= JA, 0 di 1, 656 sf 1,656 sf 1,656 sf FF=437.0 i v 1 2,533 s - �31.1 GF=428.3 /GF=416.0 /415.3 FF --A-33.5 _R.5- �26.3 1R ly FF=434.5 - 924 GF= GF=4 GF=427'.3 _TK_[ 213 V - FF=434.5 GF=424.5 F� =435,5 ches FA Y FF=433.5 GF=423. TR' Pla GF=422.5� OF --,423.5Q::: GF -424. % 2 26• � 7:1 n r7�� 26. �, . . 7 25,v' \ ` 1> M"s CL M 00 E ---q C) 1 A- n, 5+00 PL., 17+ 16 CG - 18+00 N CG -12 - % ® � Ngn 12NIX Drano- :, tj 8 igaseme I SJ S5F S.9 P.cket Park I Z11 E- 874 $f :;IPP Z F4 2 -CAR �H) 2 -CAR TH� LOT 213 LOT 211 LOT 212 4,408 sj r4 F4 LOT 214 207 4,964 sf 4,917 sf 4,803 sf LOT 209 The Fairway 646 sf LOT 210 Y_ - E-1 LOT 208 5,121 sf 5,717 sj -FFE-=T2,+.,) The Fairway 4,855 sf 42-1.4 FFE=421<2� 1 FFE=426.4 The Brookshire BFE=41�_ BFE=414.3 The Pavilion 4, FFE=422.8 BFE=417.4 ___5FE=-411,2 E ­i FFE=424.8 IDIA PARK R The Brookshire BF7 FFE=425 8 c4icl A 412.8 -444-8 10,46�1 sf rking FFE=423.7 BFE=412.8 OFE=415 W/o 12 C. 0. !AREA AREA 115,31 -BM=413.7 U_ W/o W/ --420- .8 t {E oo, A <\, - P'a 111,9, 4ae y. X15 -L,5T,863 -sf--- # BB W/o op Are=8, 1 s I? 5:�62� A O.O.D.Are t 83 k` 4 10 # ; Z U r)A 0-- lutop _j _3 x b, �v A /0 019 11 ."> u 0 Lij I-V A IOT f 9� 187 LOT I L6T 186 M LOT 188 L 4.� j T41T OT -pgj- - - Tgu 89 > - - ;:�� L LOT 195 X LOT 194 LOT -J93- 92 2,007 1/, 1,563�lsf 1,563 sf LOT I r 1 2,477 sf 1, 585 sf 2,017 sf LOT 201 LOT 200 LOT 199 LOT 198 LOT 197 _4,�563 sf 2,098 sf T- I' "I)f9 I 203 2,104 sf 1,563 sf LOT 202 1, 563 sf 1,563 sf 1,837 sf C At F --/406.5 =400,5 1,vv� F=406.5/ FF DOM. PROJECT NO:14.003 63 sf 2,039 sf 1 08.7 FF:;A4 3.7 FF=407.7 FF=40f7 FF=4053 FF=405.7 FF=406,2 FF -406.2 FF -406.2 F GF=696,5 H=414.2 FF=414.2 FF=412.2 Fz--412.2 FF=4 8.7 G'� F=395.7 q --GF=396. Gl��_J9b� GF=396,5k N =39 L GF 397.7 //GF=396,7 �r=396.7 GF -395.7 G _GF�aYqU 09 INDEX TITLE: 5,2 GF= -5.2- FF=418.9 11x 418.9 GF=405.2 GF -404.2 GF=402.2 Q, a� 96 GF=40 /.9 k . _Y6 409.9 75� C/ T-) 9.� 9 V 9 V > Yff-P L5 1� I , 4 g. SHEET NO: 10 OF 38 TF_ I -IT 91 CG -6M )\A Wa a Zo Ypj Par y No P x Wood Framed _4� - Sin DATE: 09/18/15 7 _u +00- 4-A r7l - - - - __ - - - - -, 1 1,- �j � Shed 3�qn -450-- E x_ 0 C5 -H 4.9 SLAB SLABSLASLABI 3L I J LOT 155 i I LOT 154 _J LOT 153 LOT 156 4 6 308 sf 4551 4,474 Sf NNIT) VH V% Tr, r, Sin "WFamil Qw�lfn Leggp & V\R).\ �'te"n_q Sew _e \BB:\, 'Dp�o -8ur'ied-&sem-ertt___--- Walk semek- - V` k�(�U&C. A0. 330/6 j Q4_ 6T 147 LUT /,7-- LqT 149 LOT 14 L 1 1140 ( 74�Q ,f I 7,1�9- -�_f 4,115 sf % LOT 1511 LOT 150 1, 4� 4of / z5j 7 yo u Yj- I -j / I \ \ - - . . ­�- :,- \ \ '\ - - 5,113 sf Avinity �RE FFE=453.7 t 1111�1___ A 0 N A n 141GFS V FF FFE=453,7 458 Avi0� Avini A Avi E=453.0 FF=44 7 FF= UP. 7 FF=44A7 FF�4 FFE=450.0 GF =4,K 4,K GF=433 LOT 15� GF=/438.7 GF -/437.0 G =455.7 6,400 Sj - - - - - - Ret. _WdI _14 V o'�C\N 0 1 2 -CAR 2 Max. ri I =ju 2 -CAR 4466 2 -CAR Fl. � \ \. 1. - - - - - - - - - - 50 WV/Saf-etr- r 1- -71- C) Uj S.9 S, S.9 S-8 e e s aSA SIX V's 43B r ,I X Z Z % -��A ��\ %, rDxu 1U0 46 ce Lan /- k Xl\ Terrace Lane b1* RTW 12+00 M.9 :Z �X ',A4+00 ILS 444 gig= Z x� Q,/ M.,g 1 _._..._ � G-12 - ' , ',, m' E 0 5 ., � �\ '°�' �` ; , \ ' _ \ \ ti______-- ~ \ , I I 1 � 0*0 J/ 00 U/ o Parking"rn - LL 4 4 ) v 2! (H)LOT 251 I LOT 252 \ (H) cl) kH) 2 -CAR LOT 248' uj LOT 247 sf 41160,� &f i 11� LU7y,?4Y 2 -CAR LOT 243 LOT - I u (j 3j 2 -CAR _ - 7 sf cob (H) 2 -CAR LOT 245 LOT 4,308 sf- 4,9f 4,414 sf 4,231 sf I Fairway Pad 4,453 sf 5 sf cri LOT 242 i I - - - - ­ - - - __ -445.4 8,83 C) 4,781 sf FFE=450.9 FFE FFE=442.4,, I (, 1 1 i -FFE-= 45T I I BFE=435.4 13rE=42d.j & ar FFE=452.1 BFE=442.9 13FE=4�214 The Fairway \ 1\� V BFE=444.1 I BFE=440.9 W/o -FFE-=451.0 BFE=442.1 X V W/o 6j FE=441�9_ W/o -v F_ W/o . . .... ................ IA %, W/o W/o vz� _W/ MW/,Q - _/ " 1 1) - j P I - _X -q -;4 ­ 3 L_ 10' Private U) 10' Private _Ro_t I , I - I / . Z X c __j 40.5 Max.VIUA. I I 'Sf (I -Ota C) AREA Easernen 8---- sf V 44 rx, 0- �T 229 LOT 2,28 LOT LOT 225 1.15.0 0 951 sfe6)- x, LOT 233 1,869 sf 1,52?' Sf 1, Q49 Sf sf 11,635 sf LOT 231 ��2 7 T 226 4 LUT LOT 235 LOT 234 1 1 goo 3j 11 527 sf Avinity ,,981 1, 75 LOT sf 2.700 sfl i 2,110 sf 1, 527 sf 1, 935 �sf Avinity Avinity FF=46,j.0 Avinity /Avinity 4nity A ity //Avinity Amnity A DO T- 2 3_8 LOT 237 LOT 236 1 Avini I L6`P-241 LOT 240 LOT 239 2,225 sf Avinity AV1111ty Avinity, FF -439.0 FF=439.0 GF= /FF=432,0 F=430,Oy x 1-28.3 FF -436.0 -`FF=434,0 F FF=428.0 FF` 1, 656 sf- - FF=438.0 FF�4380 GF=428.3 Plaza GF=j25-3 �F=424 0 GF=4' 22.0 F=420./U F -F-= JA, 0 di 1, 656 sf 1,656 sf 1,656 sf FF=437.0 i v 1 2,533 s - �31.1 GF=428.3 /GF=416.0 /415.3 FF --A-33.5 _R.5- �26.3 1R ly FF=434.5 - 924 GF= GF=4 GF=427'.3 _TK_[ 213 V - FF=434.5 GF=424.5 F� =435,5 ches FA Y FF=433.5 GF=423. TR' Pla GF=422.5� OF --,423.5Q::: GF -424. % 2 26• � 7:1 n r7�� 26. �, . . 7 25,v' \ ` 1> M"s CL M 00 E ---q C) 1 A- n, 5+00 PL., 17+ 16 CG - 18+00 N CG -12 - % ® � Ngn 12NIX Drano- :, tj 8 igaseme I SJ S5F S.9 P.cket Park I Z11 E- 874 $f :;IPP Z F4 2 -CAR �H) 2 -CAR TH� LOT 213 LOT 211 LOT 212 4,408 sj r4 F4 LOT 214 207 4,964 sf 4,917 sf 4,803 sf LOT 209 The Fairway 646 sf LOT 210 Y_ - E-1 LOT 208 5,121 sf 5,717 sj -FFE-=T2,+.,) The Fairway 4,855 sf 42-1.4 FFE=421<2� 1 FFE=426.4 The Brookshire BFE=41�_ BFE=414.3 The Pavilion 4, FFE=422.8 BFE=417.4 ___5FE=-411,2 E ­i FFE=424.8 IDIA PARK R The Brookshire BF7 FFE=425 8 c4icl A 412.8 -444-8 10,46�1 sf rking FFE=423.7 BFE=412.8 OFE=415 W/o 12 C. 0. !AREA AREA 115,31 -BM=413.7 U_ W/o W/ --420- .8 t {E oo, A <\, - P'a 111,9, 4ae y. X15 -L,5T,863 -sf--- # BB W/o op Are=8, 1 s I? 5:�62� A O.O.D.Are t 83 k` 4 10 # ; Z U r)A 0-- lutop _j _3 x b, �v A /0 019 11 ."> u 0 Lij I-V A IOT f 9� 187 LOT I L6T 186 M LOT 188 L 4.� j T41T OT -pgj- - - Tgu 89 > - - ;:�� L LOT 195 X LOT 194 LOT -J93- 92 2,007 1/, 1,563�lsf 1,563 sf LOT I r 1 2,477 sf 1, 585 sf 2,017 sf LOT 201 LOT 200 LOT 199 LOT 198 LOT 197 _4,�563 sf 2,098 sf T- I' "I)f9 I 203 2,104 sf 1,563 sf LOT 202 1, 563 sf 1,563 sf 1,837 sf C At F --/406.5 =400,5 1,vv� F=406.5/ FF DOM. PROJECT NO:14.003 63 sf 2,039 sf 1 08.7 FF:;A4 3.7 FF=407.7 FF=40f7 FF=4053 FF=405.7 FF=406,2 FF -406.2 FF -406.2 F GF=696,5 H=414.2 FF=414.2 FF=412.2 Fz--412.2 FF=4 8.7 G'� F=395.7 q --GF=396. Gl��_J9b� GF=396,5k N =39 L GF 397.7 //GF=396,7 �r=396.7 GF -395.7 G _GF�aYqU 09 INDEX TITLE: 5,2 GF= -5.2- FF=418.9 11x 418.9 GF=405.2 GF -404.2 GF=402.2 Q, a� 96 GF=40 /.9 k . _Y6 409.9 75� C/ T-) 9.� 9 V 9 V > Yff-P L5 1� I , 4 g. SHEET NO: 10 OF 38 TF_ I -IT 91 CG -6M )\A Wa a Zo Ypj Par y No P x Wood Framed _4� - Sin DATE: 09/18/15 7 _u +00- 4-A r7l - - - - __ - - - - -, 1 1,- �j � Shed 3�qn — — — — — — — — - C\1 co I I ____1 r --------- 1 00 C (-Cvi) U6!s - . I 1 1 - - - - I — �9 11_:'�__�"Cr I-, - --- . , T Sto G_ 0 0 e ___4 C 0 0 0 6 - -- -_ - I .. - = — I � --4- - I . - - L 9� P 9 '1561�JDd ON,, > ------- I I cr� G� E I 0/m -r �t -'5 _j 0/m O/M O/M ty) W-4_ T V 'n 4 0�m O/M b/A Djunoj j�qom 0/m 99 C O/M 0/m A fS us C C0 I .9 1.9, 9 It fs 0 ZM I)MId - L - fs �" R."k 081 JOIT 181 107 Out I fs 680, 1 1 fs 9 g'-, 'q fs 990,_9 fs 996-'s 0 M fs 086'k ZZ t J07 fS q/'0'g fs -99 i I 6*282=3JO I RZ I J07 1 1 9z 1 IL07 kz t IL07 fs 60P't 6`4 1 J07 fs ggg"q 019 69t J07 9'992=3JO 6*tK=]J8 C992=1jo I I �1 01,t LL07 k 4 1 1 fs 901.9 E c fs 909'9 06 9K=JJJ 6TK=]JJ j 9Zt J07 U I J07 izt IL07 I q-m�=Jjo 891 J07 Uj E,9t J07 q'9K=]JJ 6W2=]JJ t'962=1Jj C 10 �V'OOV=3jj 0*9K=AJ8 2'0N=]jG 1 0 �'ZN=Ijo i [T�V=Ijj 0*9N=3jj I Gjlqs�oojo @qj Gj1qS>iOOjo @qj 0*9K=AJJ IMUDIU93 @qj 1D1UU9jUG)3 Gqj YZ 1� =3jj ADMJIDJ Gqj I LO ID1UU9jU@3 @qj @qj UOII!ADd 9LI1 (H) i I k6 UOIIIADd @qj IMUDIU03 @qi i 4r)MJIDJ 0qj �Ivo_z �jvo�� �jvo_z fs zva'g 2, - _1 � 0 (H) (H) �jvo_z �Vo_z + (H) -Z IF 7 0*0 �Ivo-z 77 wo-z �Vo _Z -Z -Z JFI t8l L07Q;*' dvo �Vo Wo V3 (H) 90' *men F_- 0 L q�g' sr'.'r.- �_s %'p I_ A A Im YMN I r- Tj - - - ----------------- --- — -------------- - ------ - 9 90 W RIM 5 (DH G EX-A7A 12 Qw- 13+ CL 6 Uj 14+00 V' " � j - CD __ . Q) 9�1_00 18+ 11+00 1* 18' 46.09"E 1 1 - 8(�)'�V- 4_11X�711 i - b 18+ F Jud ON41 C-3 759.93' /W x 9nd 8"W IN �_ 8' DIP WATER N, 00JIS X bul>Ij W e T 8"W 8'*W — W 3 W Er'W V —a W 8"W 8"W -19 96_ 662 "T —8 811W 8"W 8N 8 ky - �� - S It, W Rw AA11 tt�rj�� 'TERS Z[ -O OOIS 8" 77 #1 L/ C -�6 z - - I - i. ___ _ &� - 1__� 44.83 )N T__ 9*9K=J0 9'962=J9 S'962=jo Z*9K=J u 962=J9 Z'9K=J9 0 '0 -�- 6'60�=JO 6'0[�=jo 611�=JO D 9K=J9 � "'.� I 88.21, 9'90�=jj 9'90�=jj 9*90v=jj Z'90t=jj Z*90v=jj Z.gov=jj C9K=J0 k'962=J9 C962=JO ['9K=J9 �'IK=JO �'9K=JO =19 610�=js 9*90�=jj �4 'o" -C 87.49 t'q0-V=jj Cq0-V=jj C�0�=jj CtN=-ij 1'9N=j� Ceo-v=jj z7l,�=jj 6'9[�=jj 6'9 [�=JJ 6'OZ-V=JJ 6'N�=JJ bo P Z 6 P '9 Z*Z[t=jj Z*VI, 1 W fs 8t,,9' I fs .98-9'1 fs gu_n fs 1,00,g fS z t we fS gag, I fs zlwa 860'a fs .099,1 fs Eg.9't fs Egg,, fs Egg,/ fs tof'o fs z v 8 fs 6WO fs Egg,, fs Egg,, t\rvet Nj I '1 1191 J107 ff I fs Egg,/ fs fs Ex96'1 fs 0.00'a ONTAL RVE !�TA EF81 J07 981 J,07 Z81 J07 881 107 681 J07 061 J07 161 107 ! 7 961107 Z61 LL07 L,'161 -107 10 0 6-61 J07 861107 P 61 10 661 J07 000 0u7107 900J07 0/m juaw; J�HDF V 61 107 9: 9-1 E00 LL07 P0.7j'07 I "-)amas LU 2533'19 101 9'vo�=3jo �11 0 9,�1it=jjj LLJ 0 C/I OL Wool' ""W"Wo-oo, C� CD I* - - ------- I A dotd 04 r 1 o— STA I f Uau, �0 CKIA1151S 1 "' � 0/m u � 4 0/m vyuv -a-o-j 0 r�_ 0/m fS gwg Z: OUIWd fs 19p,01 0/m �0/m z 0/m 0 M i 991 07 YYYd viavoRyi C3 + )< UOII!ADd 9qi Z-V=IJJ 1 11 @j!qS>I00jo Gqj 0 0 ADMAIDJ Gq H 4 ojlqs�oojo @ fs E08, 0z I 4DMJIDJ @qj �r t9 =3JJ fs qi I fS .998,p 29' NV7 fi` Z 16't fs P96'P 01a' 07 80-7J07 0/m 60a' 07 fs 910 07 W, 07 fs gtg't fs tEj'q CC) F LU U) Lu 30 0 30 60 90 co SCALE: 1 30' 0 M(Vb9*6tdDr[Wv41 Horiz. Scalle: 1'=30' Cn Vertical Scale: 1" =1 0' :2; Design Speed 2.5 mph; 380 VPD - -- ----- 435 435 - - -- --- ----- ----- - ---- - -- ------ -------- - - - ----- ---------- ----- VERTIC- AL --CURVE VEERTCAL - 0, R­VE-- #29- - ---- ------ ----- - ---- ...... ­­ ------ - - VE -113 ------- --VEF?7nCAL -C.- 4 __0 -48 P1STA ---- ---------- ---------- ------- ----- ------------ VPI EL 392.52 VPI-fL­-3f 6.65 - ----- 430 -_ - -- ---- ----VP 1 --EL 41-t. 37 - 430 LEN - 106 C G!- -------- --- ------------ --- ------ --- -&I - — - -_- 4-0, 00!__ LEN - – -- --- ------- - --- ----- - -- - ------- LER K.- 26i39 _k 19-q7' _-K -29M_ K 14� 30-- - - --- ---- - --- ------- ------ 425 425 ............. ---- ------- ----- -- ------- ----------- ------ -- --------- ....... ... - ---- ---- .. . ................ .. ------------ ---- - -------- ------- - ----- ---- - ----- -­- ----- ---- -- I ...... .... . ------- ----- - -- ...... .. .. .... .... .. - -------- ----------- . ....... . - - ------------ ----- . ............ ..... ...... . ....... ......... .. - ------- - ----------- - ------- ACIL I ANIE -IN 420 Tj -- ------- 420 - ----- --- -- - -- ----------- - --- --- ....... ... . ---- - ------ ------------ ---------- ------------ - ------ ....... .... ---------- - - ---------------- ------- . .. ................. - ------------ ­ ------ -- -- -- ........... LU --- - -- - --- - ------ ......... . - - ---_--- ... .... .......... ------ ----- - ---- ------ Dzl 415 415 -7- ST ----- - ------- ------- +99�2 . ......... .... -------------- ----- ---------- -- --- ----- -- ........ ......... - -------- --- --GRAD .. . ........ .. ------------ - .. ..... ....... ... .... .......... -------- --- -- - ----- ...... -- ----- --- ------_------- ---------- ------- - - - 410 ---- ------- - - ---- - ---- ............ -- --- -- ...... - --- ------ ------- ..... ....... 410, ------ --- - - - ----- ------------- 7 .......... 7 ........ . .. ............. .. . .. ........... ­ ­-­­­ --------- - -------- --------- - ............ ---- - --------- - _ ­­ ........ ... .......... `7 05 405- 4 . . ....... . ---------- ........ . . 15 -"'-HDPE STORM SEW. - i -10. _ __ \ -9 04 E ------ ------ - - -------- I rr- CD . .......... STORM -HDPE -8- -IN X IN- X-8 -fll ..... . - --------- ---- - ---- ---- U9 ---­­ -- ---- 796,86 ------ - - ----- - 400 400 .... .. ...... ---- ------- . . .. ..... CZ) .. . ...... ........ ... ----- - -- --- ... ........... ------ --------------_ -- -------- --- -- --- --- ------ - --- ---- -- -- --------- - ----- - ------ ------- ------- '15"--HID"PE ST1091M SE ...... . . ... ­,�'­­­­­­ � ­ '" -0-- - '___ - _'_ __ 1. . ­­ � -1 - ­ ­ ­ 11 _ ­ 1. "1 1 � ­ - ­ I—. � - ----------- ........... - - ---------_-- 395 --- ------- -- ---- ----- . . ..... .... . .. ... --- . ... ... .. .......... . ....... - ---- - -- - - ----- ---------- -- ------- ----------- U_ I ------ - ------ . ... ... ..... . 390 390 415o HDPE SOR 5 ............ - ------- -- ---------- --------- ........... .. ....... . ----------- 3 7 .... .. ......... . .. ..... .... ------- --------- - I lt� -.14 - - ­ -_ 'If I - I _ ------ - ------- -- -------- 8 1 N X STA - - ----- AiBPE S-T-ORM--SEV. EXIST-. 8" 385 �.+� ------ ------- --- ------- - ------- 0 CD -- - ----­-------- -- --------- ------- ------ - ----------- - ------- ---------- _S - i I " Z) � __ .. ........ ... S'FA-. - ------- 0 "' 'HDP--- -C4 5 E ------- --- --- -- -­­------ -- ----- ---------- 0 -- - -- ------ ....... ------ 380 ----------- . ..... - ­ -------- . ........ .. . .. . . . ... .... ... F-�- F::- ------- ------- ------- ---_-----_ ...... . .. ...... -- -_-_---- -------_-- - -- --------- - + 380 LH ----------- E.. ,375 ------------ 375 E-4 -1 - - __ ­­ - I - - - ___ I— - "I -- ---------- .. . ....... ... ...... ----- - ---------- --- --------- ------ -------- ------- ------ -- --------- T -a IP 5AN_ -- --- - --- --- .......... ....... - ------ __- -- - ---- -------_------ - ----- 1 7 370 ... ...... .. . ....... .. .......... 370 ---------- -- --------- -- ----- ----- ­ -­-------- ... ..... .... f .... . ..... ---------­ - ------ .. ......... . . ....... - --- ------------ - ---- -- ------ ------ - -- - .. . ......... --- -------- - - - ------------- - -------- ---------- ---­---------- ----- -------- ....... . .... --------- - ----- -------- - . ...... ....... .. - -- -- ----- - --------- -- ----------- ----------- 365 - ------- . ...... . ... 365 .. . .... ... . . .. .. ...... . .. . - --------- - - ----- ------------ -- ----------- ... ... .... ... ... ...... . ....... ------- ....... . ..... ... . .. ...... ---------- ..... ....... - ----- -------- . ...... . ......... ---------- ......... . ........... ... ----------- ------ . .......... ...... .. .......... - - ------ ------------- ------- . .......... ------- ----- ---------- - - --- ----- .......... ------- - ------------ --- ........ . .. 360 360 Uj Uj 00 00 CD N-) CD 00 P4-) t�r) 00 00 CN M C__j Ln 00 Ln 00 cll� C) CD -:1- CD ___4_ r) QD Ln 00 r__ 0-) CD CD (.6 06 4 C(5 r6 c6 t -j C(5 ri 06 4 005 U� r-: 0� N� CN M CD M CD M C) M CD G) CD 0) CD M CD 0) CD M CD CD CD C) CD (Z) CD CD CD DOM. PROJECT NO:14.0039 r10 -1- 1 rr) ­zf_ I n _�f I r") _;�_ I n _44- 1 r) � n ��_ , r�r) I rf-) I -;j- I _;;f -14- 1 --;zj_ _;�_ ­�_ 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 INDEX TITLE: 30 0 30 60 90 M M =F9 1 *Compact Fill to 95% Optimum Moisture Content. Sanitary Sewer Laterals Note: 12 SCALE: H: 1�$f 30o All waterline fittings and valves must be restrained Sanitary sewer laterals -for lots 188-194 shall be ductile Minimum Utility Separations (Vertical): Separation between Storm and Sanitary Sewer: 1' 60k It' FO/ 0/� 9-90-9 V1 107 t -10, 0.96 0.90_V=3jj 10 0 10 20 30 in fill areas. iron pipe and have a miinimum vertical separation from the Separation between Storm and Waterline: 1' SHEET NO: 13 OF 38 watermain of 18". All olther sanitary sewer laterals shown I M K - may be PVC and have ia minimum vertical separation from Separation between Waterline and Sanitary Sewer: 1.51 SCALE: V: 1 10' the watermain of 18". DATE: 09/18/15 46 46 45 45 44 44 43 43 42 42 41 41 4C 30 0 30 60 90 %?A&■ 10 0 10 20 31j, ■ i■ ■ ■ ■___ 10' 41 41 4C 4C 39 39 3E 3E 37 415 410 405 400 395 390 385 380 375 4R S 8" DIP WATERLINE STA.=14+82.69 INV.=446.03 INV.=419.29 420 104 140A B 1D)-4 9 4_ 0>-" -1_11.111,11.1-11- --11_----___ 445 -- - - -­ , ""' ___41 . ... ... ...... � . . ...... . .. CD - - .... 1111� _ILJ.� �_�-._--- � 1-1111, --_._-_--_--11-11Q0 !fr - - - - ._ -11111-11- 11 -C91 445 _11-1--l- 1-11-1.1.11.1 I I ... I—-, 11-11.1'..-I. o o 5. 5 - 11�1 �,,�,��.-�l.,.-.,�.1",,,�11.111.11 _W __ � ``T 415 0q Q_ � . .... .. ......... ­­ . ......... .. . .. . . . . . ..... --- - - " ....... " "'' 1 - 1 _C-_----5 415 42E p _, 6_j a 0 LU ri 1 � 66< 0 -- 11 - -- __1 ImM q'`440 "0R=r0 < � �_ 1-11-11- 440 t __ "I'll...�.1.-.P-.,"�1.11-111.1 ,.."I - ­_._­.­­­­.­­-­ ­11� , 1 V i __I� __ . - __ - __ "d- 42C 11-1 I—— _­­__.­­___ ... __ I I .. ... ... ...... 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I—- 1-_1.__.-.._11-- V)F '- 435 I.. ­ 11 1-1- 11- -1-111 -­ ..1.1 ­­­­ 1.1--11- 11- -11- ­­­ ­­ 1111-1 -111.1 _­­___�_____­11_ 1-11.1 . . 400 0 < ._ I - - 0-_- ._g ! ; , _-._ 395395_ 'I- 410:... ,-------- - - ,-,-,------- . -1-_____ --, -I 1.-11---111- 1-1 1.1 11!v11;" 1_ 1 . .. ...--'l . .._- � W7Q ' - IzC,, - HD __ 430 390 40C - ­ - ' " - '' -'- ...... ­­­ - .1 1- C!_ PVC ,SAN--- SEWER-— ��--�-�.-l",l�.- 0- � 430 � 1-111.11 -11 1!:�, - - I - - I 1-11 I 1-1 ,� I- _1__--___._ � � ... - _104 v� -- - -- - - - ­-�­­ ...... ,­ - I _ _ ___­­­­­,_,- 385 ­ ' - ­_ __ __ - _111-- I - - � --- Lo 10. - __ � - -, --- - 1-111-1-11.1- � ` ­ - � 1 - - - , -­ - -385 -11 39,r - %; �, _ n n- . . 11-111- ,_________ ---.1.1111-- _w - ---------- , ­­__ - I—— - -1 ------ ---- � __­­­ ....... 5 � ­_ 380 - '_ ' -1 � - _ - - _1 LA_ L_ - - __ i ­ - � I r1_,_W1�_­­­­­­ 11 11-1-.1-11-1-1-- I'll, .,"I'll, 1-1111-1 1-1 - i W,^ � I ... I -1 - - 11 1-11. 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I � I I 1-1 < ""I'll , 1 11" "I"""' I "I "I 11 1. 1-1 .1.114-, - (niz-3; - - - - -< �_, , - (n Ll _It1 1 II 9+50 420 10+00 11 00 � * 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. - 2. For inlets in fill situation: Contractor shall place fill under inlets at I 420 embankment material I ____ __ , 8" thickness before compaction in placement of fill, �,_ - 1-1 � ---- -__._._-_-1--_ - -11-1 � 1I - ­­­­­­ ­ ---- -- - - ___10 excavate recently laid 1130. std. 21A stone in an 8'X8' o.c. . --i!-,.�.,�-,-,-.��,-"-,.-"-,-- - I 415 centered on the inlet. Contractor shall repeat this operation until an I PROP 8'X8' o.c. compacted SEDIGRADE and the ------- UL -L-1.1. .-,--.O-�"-''-,,��-,-.-,���"-------.,.�-,�,---,.----�-".-�-.---,.----�� . 1 1 ; . . 415 410 -_--_-_--1 - I -"--- -- - -- ----- -- -'--- - � C,4_,!:�,­�� --------- � --- � ---...-—1 I - i -11--, ______,. __­ ..... ­­­­ --- __ - - ---- -- ----- - � ---- ­­­______ r�, �� 19 --in, cn --- ----- -,-,V, ----- -- - --- rO, .­_­­_ __ -111.1- 111� 375 410 11-.1 ---- - ------ � -- ---- _11.0 k -;f V -9--n ... !t_____._______ ------ ---- _W_ , " * _ ­ - -, __ ­_ ---- - -- 11-1�r--",�-"��-��-,�--,-",.-I��_�,n__��_.__,____ I - (0X0 - I " � ---- - � -- I—— - - 1, ­ ­ ­­ � 1, ,- 01! ,,_)_,t_4C6 ------ ���-,--,-,----,-,��,�.-..,--,,-.-,�- .- I 00 00 00 ,. ­­ 1r- � .­ I ­ - I - ,4)-- 370 - '_ -------- '-"-- '-- +_ ____ I �0, ' ­ n�-"- n-- - - - ________ it -l. - --­­- - - - _____ ......_--L_-.-. 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" "'' 1 - �__a_­(.D __ 415 42E - ­�­­ .... . -11.1- - I a 0 LU tL 1-11 -1. _-11-1 ��,-�-11.�-.1111-.�,1-111,11�.1-11-11.1 ­.­­.­­­­­. _1111-- 11.1.1 ............. 11 .... ... __ [I 111-1-1..- a- , .... 1-11111-1.1-1 ... 0- -- - , 1-1111. 11 11 1-1-1111.1- - .. . ... ... � ...... �_ ,.-I'll ­.­- !I,,) , i I.I.."'.. - -.111-11-111.1-1--- ­­­­ .... � .......... -1 , __ I . ___ .... .... . .... . ­­­..., 1 ... �- � , I -- 11 - -- __1 - - - - =�E ....... . ..... .. .. � ... .__..__ ... . - 0 ...... . ... . ..... ... ... � . ... .... � ... . ... ...- ­ .... .. - 1-11-11- 41 0 ' ' __ * ___ _­ __ "I'll...�.1.-.P-.,"�1.11-111.1 ,.."I - ­_._­.­­­­.­­-­ ­11� , 1 V i __I� __ . - __ - __ 410 � 42C - -11- ..___­­_­__­ 1-1111- 11-1 I—— _­­__.­­___ ... __ I I .. ... ... ...... EXIST.-GRAUt �­.­, _­ ­­- 11-1111, ­­ ­­­ , - - - - 425 11-1.1-11-111-1 ........ ­­­ I 1-1-1-1111-1- "I -11 - 1. ­­­ ­ 11--l-I ... .1-11- ­ I �. _ .. ........... . ­ . ­­­­ .11. z -111, .... 11.1"".".- ..... ... _11- ... 1.1-1 ... - 11111111.111-- ........ - ...... � .. .. ....... � ; _ -.11"..", ­­­­ 1.1-1 ­­­­ ... � .... - � ........ 11.1 ... 111.1- ...... I ...... ­­ � , - -11 ­ 1111.1- ­ `_�� - - - - - - I -1.3;:_ , I 405 - - __ - - " __ - - - 11 - - 1-11 11 .. - , , '' , , - _­ 1 1 � - � -.1 I I-, ­., I , - _11-1111-1-1-- .... � ... . ..... ........... ­ 4-05 � 420, - ... ... - -1-- - ­ ­­­­ I �41 ­­­­­111�11111­11­ ... . ... .... .... ... ­ ­.. -1-1-1-1-1 ... -1-1-11- --'-- -- .-1-1.1.11-11-1-11 ­.- I-- . . . ... .... _1 � -.11 11-1111, -1 ..... ............ . . ..... ­­­­ I _-1 111111.111-1- ..­.­.­­_­ I 1--_ I- 11-1-1.1. "I 1-11 -PROPOSED -GRADE - 1. i I- ­.­­ -1 .... - I I 11 I I I—- - - 11.1 ... - ... 11-11 111-1-111.1111.- " -'-- " ­_ ­­­ -----_-- 400 .1 ...... .- -.1. 1-1.1.111.1-1--l".., . .... ... -- - - __ - - ­__ , , ­ - - __ ..... , __ - - - ­_ I ,-- , , , _­ 1 ­_ 400 41 C -1-111.1-111-1.11-1 --11--____ - , , --.1- I—— � . I—- 1-_1.__.-.._11-- - --t-_ ____1�,_M­ir,j. � ----- ------_-.1_1___-- - __­_­ ___ __ ---------I-- _1-_. � - - ­_ � I , -1 ­­ _111- I- ­!, I.. ­ 11 1-1- 11- -1-111 -­ ..1.1 ­­­­ 1.1--11- 11- -11- ­­­ ­­ 1111-1 -111.1 _­­___�_____­11_ 1-11.1 11,11111, . 400 - , ___.___._.­__ 1_--__1_- - - 0-_- : -1 -1 ,� 11 "­I1­ ­­, 395395_ 'I- 410:... ,-------- - - ,-,-,------- . -1-_____ --, -I 1.-11---111- 1-1 1.1 11!v11;" 1_ 1 . .. ...--'l . .._- 1 '- I- 11-1-1111-11-11-11-11. r 390 ' - -, - HD __ E 0 0.927, 390 40C - ­ - ' " - '' -'- ...... ­­­ -- -1-1.1-- 111. -1 �1_ � - 405 PVC ,SAN--- SEWER-— ��--�-�.-l",l�.- :w�� 11.11.-I.I.I.. 1.111--,""'.... ­­ .. ��.. � .1- _111.1, ... I ... ­­­.___ � 1-111.11 -11 1!:�, - - I - - I 1-11 I 1-1 ,� I- _1__--___._ � � ... - _104 v� -- - -- - - - ­-�­­ ...... ,­ - I _ _ ___­­­­­,_,- 385 ­ ' - ­_ __ __ - _111-- I - - � --- Lo 10. - __ � - -, --- - 1-111-1-11.1- � ` ­ - � 1 - - - , -­ - -385 -11 39,r %; �, _ n n- 7M -1-1-0-3 .... L . . .. .............. . .... ........... "''I'll, -11-11-.1- -.111-1111, i -..1..-1-_.._1_ 11-111- ,_________ ---.1.1111-- _w - ---------- , ­­__ - I—— - -1 ------ ---- � __­­­ ....... 5 � ­_ 380 - '_ ' ...".1.111 - ---Cx LA_ L_ - - __ i ­ - � I r1_,_W1�_­­­­­­ 11 11-1-.1-11-1-1-- I'll, .,"I'll, 1-1111-1 1-1 - i W,^ � I ... I -1 - - 11 1-11. U1 -1-1-1-1- ­-.1--l-I . .. ... � ____ 1-111.11111.1--.1- I - --- -1 1-111.111 �Lo__ --- __ .............. � ..... - ... -- �q_ 380 39( "I-.�-11---"-�'l-II-��,-�--,-- p - _ . ... ... 1_...._._8__..6_a6 �cg 1� 1 ... � ..., __ � .. .... ___ -, - --11111 __'11-1- --- I 00 00 1 1.11-11-1- to' -P0 -- - - - ­ ... -- -'-'-'-"- --'--'- --------- ---- - - 375.. 1-11.1.11 ... I.." - I -111 I—- I ­­.­.­.­­ - ' ' - _' .111- 1+11.111.111.�n-.�n'll.11l11-11 _' 110- --- 11 ________-___ _...1.1 ... 1.1.111-1 111-1 ..... --J ..... ___-, ! � - ..... ".." + __C> -- U.'',_-, ___--___ - - 375 Mt I I I ---I''. 11. - 'I' ­­', 01 -111- -1 11-11 1111-1-11-1-.......... � ..... . ­­ 111-I.- ... _­ 111 -�""�".."."�-"".,--.."'',"�,,�,-,.,"..'�ll."...l-l����1.111,�,�".=)---__ � K -f.....".1 ... ­­­­ 1.11111-1 ­ - __-__...J_ ... .... � ___ 1111 I 0 -1 --- I----,- I 1-11 1-1-1.11-1-11 -­ -- I . I ­ 370 -11 ­.....'..." -1 - - - ' "' .,( -1.1- I A -IM I'll - - V)I_ ;� _1-11- -I'll I ­­­ � -.111111111-11 .... .. � .... !___ �,._:�'. - 1".. -Z z ___1 --- - - * . . . . ...... _� ... � . ............. _ i � _,­<>­ .. +=_ Cn ....... . .... ..... . ... I ..... 11 .... . L ..... Z_ - - -- ' - 370 -11-1 ''Ill --1 I'll., �. I � I I 1-1 < ""I'll , 1 11" "I"""' I "I "I 11 1. 1-1 .1.114-, - (niz-3; , '. > > > K - - - -< �_, , - (n Ll ­_­­­ - -1-111--11- 13BC 9+50 380 10+00 11 00 - * 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. 37, 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & - -1 --___--.1-1 ,-IL - ----- ____._____ embankment material shall consist predominantly of soil & be placed in successive uniform 9 layers not more that 8" thickness before compaction in placement of fill, contractor shall - 1-1 � ---- -__._._-_-1--_ - -11-1 � 1I - ­­­­­­ ­ ---- -- - - ___10 excavate recently laid fill and install compacted VDOT std. 21A stone in an 8'X8' o.c. . --i!-,.�.,�-,-,-.��,-"-,.-"-,-- - I compacted 21A area centered on the inlet. Contractor shall repeat this operation until an -- - � ,------------ -­ __,_­­_­<--;*­­-­ 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the ------- UL -L-1.1. .-,--.O-�"-''-,,��-,-.-,���"-------.,.�-,�,---,.----�-".-�-.---,.----�� proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VDOT -- ------ . w/ fill compaction results prior to road acceptance. -_--_-_--1 - I -"--- -- - -- ----- -- -'--- 430 425 420 415 410 405 400 395 390 385 380 375 00 445 440 435 430 425 420 415 410 4-05 Notes: 1. Inlet shaping (IS -1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slabs (SL -1) shall be provided for all structures taller than 12' 3. ST --1 steps shall be provided for all structures with a 4' depth or greater. 445 440 435 430 425 4-20 415 410 405 Storm Sewer Notes: Minimum Cover: 2' Minimum Separations (Vertical): Waterline: 1' Sanitary Sewer: 1' 380 375 370 365 360 355 350 345 340 94 415 11 159 51 435 P 9 415 435 00---- ---------- - --.1-1-11 111I. -I.. - - 11-1-11-1 - 1.1- ­ -1.11, 111--l- ­___ IIIIIIII.-.1-1-1- ­­­­ -1._-____1g, � 1-1111, --_._-_--_--11-11Q0 !fr - - - - ._ -11111-11- 11 -C91 ;W ........ -111,----- ­ , 41 0 -,-------1-------,-1------- , " - I � I I 11 I 111- I 11 - 11 - � ,. __ � - - - I— - - , to ­- - �1. - ____----- 430 - I., ­ I -';f__-- ' ­­­­­ " ­­ -_ "-------,-- ­-- ­­­_­__ .- � . . .... ..... ql� " - ­�­­ .... . -11.1- 430 a 0 Ill tL Q 11 M r--)-.---, -___m ---_ _-, . ,Lz 410 1-11-11- "I'�11-11--�11-1�ll.,�l-.,�-� _'_-_'__-C)1 _T_P9 - ­ I ­­­_ - - _ 1-1-1 -1 11 -1 0- A_____ ;=; - N ..... ... � 425 - "" ''-----' '-'-- " I ----1__+_,C)__-... , -�,.�11.11.�ll,�a"_,�11.1.-.-,.,-- - I I'll, 1-4- -- - - --1-:11-1...: I .______ - ­ - =_ - 425 75,, - - _ - - - -11-1--l-1111-11111- �.�� ,­­.______z:77n,,� I'll, � ­­ '"'��'-'�'-�-"�'�"1,.'XIST.-OR-��DE ---- , � , I L T--- -I _­­­ 1-11--l-1-1- � -_1-11--__--___,__ ... ---1-1-1 ---- - I— I -_-_-11__1___ ___ -1 11-1- -1 I --1 420, - " -,­­­PR0P0SED ..GRADE ' - ­-­-­­­­ - - -- - - ---- --'-- -- - _­ ­ 420 - - ___ - - --------*, " -'-- " ­_ ­­­ 400 -----_-- 415 ­11 .. . 1,�1-11,�,,�-11- -111. I- .1 ' , - ' .�_�"..'-,:_'-f ...... . .... ­­­-­­ " ' I-,---- _­­_­_� -6- - _­­ ;_­ 1.1-I.- "r �� 1-1----____ ­­ - - I 415 , � ...... _�I it DIP_ - - --t-_ ____1�,_M­ir,j. � ----- ------_-.1_1___-- - __­_­ ___ __ ---------I-- _1-_. � - - ­_ � I , -1 ­­ _111- I- ­!, , i�__ -0-- (n ,. C ---- __._____W_____ -a- - _.- (4 -a- ____ - - ____ - - -I------ -'----'------ -"---'-" 11,11111, --- ­, 1 0-+­A2l4l) 305A ­-. -,1- S-1­T11A-M-..R.""l/ 400 - , ___.___._.­__ 1_--__1_- ­­­­­­­ --�-�.��--''��--,�----,-,---,-.,��I . -PROPOSED--GRA-DE �A­ : -1 -1 ,� 11 410-. 11-11 1.___-__._1_11-M_ , I 1 I -- ,-------- - - ,-,-,------- -,-,-, -,-",--,- ___ 11---l_-_- 395 410 -11 ­ -­ I - __ ­­­ - - ­__ - ___ __ I- 11-1-1111-11-11-11-11. r I -1 1-1 1.1111. -1-1-1111 1-1-1- ­­­­ I 2� I I I1. �11 _<_ . Lo (0 - � \-29-.580 I 11 1.11.11, �_ __ - - �-;- 15" - .". .__ - HD __ E 0 0.927, 405 395 - ­ - ' " - '' -'- ' - - - 405 ­­­_ 8" --- PVC ,SAN--- SEWER-— ��--�-�.-l",l�.- :w�� � 0 0 -,-,- 390 ,­ - I _ _ ___­­­­­,_,- - _ - 11- 1--1-1 111.1- I .___- , _1 1- 400 390 %; �, _ n n- 0(01 ____-1-11_,37_ 400 _w - ---------- , ­­__ - I—— - -1 ------ ---- � __­­­ ....... 5 � ­_ 90 - , * C; _r " 0 - - I � I � 11 , gid- - - I", - -1 - _­ ­­­ ___ -,-.�,���11-11-�,--,..,-.,---- ­­­­ "I-.�-11---"-�'l-II-��,-�--,-- p 0 I ­­ - 11-1-.. -- - _- - - I- I-- __.Mir1__­ � _­_ - 26:: , , . I r,jg' -.TS.'_:- HDPE @ I__ - - ­ ------ -'-'-'-"- --'--'- --------- ---- - - + I—- it vt If_ � ,- , 'I" ........ - 11 1--_ ---1-11-11 --- -- -- --- ---- - . __- - - _�Q 395 'Irl, I ... I I I ---I''. 11. - 'I' ­­', 01 - - , , � _ ,,,, - - ® -11 ... . .... _- F� I 1-11 1-1-1.11-1-11 -­ -- I . I ­ I I ­ ­ ­.- if - -1 1.111, I'll 1.11, 0 - Z3 K K 0 '11= tS, , - - -if-::) � ... - ... - --- - __ - 11-1-111 - _--_1_-__ _­.­­­__­ 1-11-11--1 --- ­­­-, ­­­ 390 -11-1 ''Ill --1 I'll., �. I � I I 1-1 < ""I'll , 1 11" "I"""' I "I "I 11 1. 1-1 .1.114-, - (niz-3; , '. > > > K - - - -< �_, , - (n Ll ­_­­­ - -1-111--11- 390 9-H50 380 - __10+00 - _.,N_t0,C,4._,____._ - 415 24 �62) 51 52 P 9 415 -.1 �. ---t-- �--. .11- 00---- ---------- - --.1-1-11 - - -_M____ - - 'T 415 bu­ ----- ­_� _­­­­-_-,---------1-111-�� 41 0 -,-------1-------,-1------- - _t("::` -_ Za---1 __ _____­_C)i1 ------- -0), _­ --- a _­_,_� � , .�­_ --1-1---1 ­­ � ­_.. --C& .,��--,-��,�"".,-.,--�,--",�,-,-", .. .. .. -AM-1- if ___1_________-1 -- --- _-, -,---,-- �1. - ____----- .. - .- I- - __­_­-- �_ - ­_ -_ - ___ _.­.._�­_­4:4 Ii --,-. rI--I* --- ,-j -- - - - ----- --,--- -,-4141 i � a 0 Ill 41 0 = - I�n77 -_-__­-_- � __ - __ -- -___m ---_ _-, . ,Lz 410 � _­­ ,-",- -,- - ___ __ --If- � - 1-1---.1-1 -_--_-___-1__ .11 - - __II__U,­­1 -1 - 11 -------- __ ;__ ...... n - I _ --_------_ - "tS­T.- MADE ---- .. -, ­­ ­ ----- _____,.,_ - ... _--a- It -1- _­__­.­_.­__­_. ____­ - _10'�� -1 - __ M___ ___ I- ­­­­ _-.- n , II._0,______ ­__­ ----- ��l-I..,-,�--���--"-�-,--,I""----,.--.----,--,- 1�1 N ..... ... � ­[­­ -__----- �a_ _-1- - __­ -1- ­­ ­­­­­ I—- - - __._Q____._1 ---- 11- I ";R-- 1-1--l-1--- ­­ -­ ­-­ - -­----­­-­­-­­ 1-1-1-1--.- _-01 -- I 1-11-1 I—- _4_5 .... -___1-_-__-- ---__--_-_11_1- - ---- � ...... ­­_.­­.___­­­--­._ ---- --- 1-11-1-1 ..... � ------ ___.11 --- -1 � _­­_ -1 11 I I -,-,: ------ �- - I ___1 ­-, 1111--a- 0 ........ --1-1-1--, - --- ---Cn�- I .______ - ­ - =_ - -_ - - -Q- 75,, - - _ - - - i 405 � I ....... ... - ­­­_­J�­ , I L T--- -I ---- --1-1- ---- 11 ---- 1- - I -1--l- - -- ---- __ ... -, 405 I— I -_-_-11__1___ ___ -1 11-1- -1 I --1 � --1 1111-1-1-1-___ 11 . 11 _­_­ - --- _11- - I-----"- __ __ -------- - ­­­­ ---- - --- 1--l-1--_ _­ -.1- 11- ­­_ -1-1.1-1 __ 111-111-11-- - -- -- __J f '75 -1-1-J, . - ----------- ... J-1- �- - , __ � -------- ----- � ­ -l.j C) -� :5 ...... I.-1--.1 ; -, L J_- ___­_ - - - - - - -,--,- - "' - - - ___ - - --------*, _.- _-___ 400 -----_-- �P­_____ - FZ --.-,. - � -­ -11 11-11 ­ I -_ I ------- - W5 . - --- - ----- - 1-1 I- I I I— - � ".- _,___,_______.­ I ­ -11-1 400 -11--.1 - ----- - ___ - - ---- ­____.­­_ ----'--- - - - " - ---- --- - __ ___ --1-1- ,­ - __ � ----- ------_-.1_1___-- - __­_­ ___ __ ---------I-- _1-_. � - - ­_ � I , -1 ­­ _111- I- ­!, , i�__ -0-- (n - -, ___ - ___­ ----- --- , - .- � ,. C ---- __._____W_____ -a- - _.- (4 -a- ____ - - ____ - - -I------ -'----'------ -"---'-" - - - - - - - - - - -- ----- I ____ , _­­ ­­ ­ ' 400 � ____.__­_­__­ __ __,_______-- I-- I—- -1-11--, ___ ___ -1-11--l- ­­­ -1_---__---____-- 1-1.1--11-1 , ___.___._.­__ 1_--__1_- ­­­­­­­ --�-�.��--''��--,�----,-,---,-.,��I . -PROPOSED--GRA-DE �A­ : -1 -1 ,� 11 - �� � --- ,��-..�.,�.,-�.-�"-�,�,----*�-- 11-11 1.___-__._1_11-M_ 00 ____ ---- - ------- ,-------- - - ,-,-,------- -,- -,-,-, -,-",--,- ___ - 395 .­­ ­ ---1 I—- 11 I I _1- ­ ------ --- - - - -- ­­ -11 ­ -­ I - __ ­­­ - - ­__ - ___ __ - ­ I- 1-1_1 � -11 --- 1-1--1--l-I - ­ _­ - ---,----, ­­­ Ir - -------- ­ __ - ­­­� I � __ , ­­­ ;r I -11 _1-1_11 - -0 --- ---- ..j --1- ________ ---.-_._1_-1 19--_111-1 --------I------ I-- ._1_--.___1._-_-.-_,__- -_--.1- I I ------ ­ � ---- - - - ------ 1-1 ..... -1 395 1 -1-1 ,--,-_,--,_1_111_--.1_-11 , , ,--- I �11. 111-1-_ ,_ ,r__­_,__ 11- _�_-____ �_ -_.-1_-,_- i - 390 ­­­_ 8" --- PVC ,SAN--- SEWER-— ��--�-�.-l",l�.- :w�� _-.1-- I 390 ,­ - I _ _ ___­­­­­,_,- - ­ -S-TA=10+171S ­ --- _-I_ l._..n­- 1 _-_-V_ __ -oi _- -_ -( -,------­____ 1= �-----._ - .___- , _1 1- --- _11-1-1 ---- --- 390 - --- � 1.1- 111-1, ­­­­ . ­­- _-11-1 I— - -1111-- 1-1-1-1-1-11 ... 11 ____-1-11_,37_ ol�- -­ I _w - ---------- , ­­__ - I—— - -1 ------ ---- � __­­­ ....... 5 � ­_ ­-, - - - 385 --- -11111-1 ­_­ -r-_-----._ -11�,---�.---,,_�-.�--'�,�,-��l-,1.�,111-11,11� I", - -1 - _­ ­­­ ___ -,-.�,���11-11-�,--,..,-.,---- ­­­­ "I-.�-11---"-�'l-II-��,-�--,-- p ,�----�l---,.,�--.�-,�l----,-,�. -1-1.1--11 - - -1 ­­­ -111-1 - ­ - . ­­ 11 ­­ _ff� I ­­ - 11-1-.. -- - _- - - I- I-- __.Mir1__­ � _­_ - 26:: , , . 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X_ Z----,- Uri - _,___,-lk V) K- ------- - __________1_, - - W I .z -_--_-_--1 - 370 9+50 10+00 Gwil I I II 11 I I I I A ' / le. No. 33028 -6 1. _1P � SL 0�?I// C/-iq-A, N S 0 6 OS,,1. N A L , �� ^I -0 R7� I I I I _<11 >� I :::4 P 9 - E--+ I I �1 I FX4 � T -i CD U �� ca n U) W C14 �4 114 1-4 0 U 1-4 Q4 pr -q 0 �2-. Ill = PQ il-4 �e a-4 P, M F4 M 0 0 W I 1-4 � W � Ui F4 a:) X E ... A i U -0 R7� I I I 380 W E- r::::j f'' 124 ; EM -1 C:) En -<:� IE---i 375 U � 1 U) U) gz� �_� U11-:::11 370 4, U ,:;�,- i � 365 ��� �_� I=- = f_ - U -1 LU 360 T_ I W 355 DOM. PROJECT NO: 14.003 INDEX TITLE: 350 a I N --Z I X 345 34SHEET NO: 20 OF 38 0k, \�D*�X DATE: 09/18/15 I _<11 >� I = CO - E--+ FX4 � T -i CD U U) n U) W C14 �4 114 1-4 E--4 U 1-4 Q4 pr -q 0 �2-. (D = PQ il-4 a-4 P, M F4 M 04 0 W I 1-4 � W � I; F4 a:) ,.:� E ... A i U � 380 W E- r::::j f'' 124 ; EM -1 C:) En -<:� IE---i 375 U � 1 U) U) gz� �_� U11-:::11 370 4, U ,:;�,- i � 365 ��� �_� I=- = f_ - U -1 LU 360 T_ I W 355 DOM. PROJECT NO: 14.003 INDEX TITLE: 350 a I N --Z I X 345 34SHEET NO: 20 OF 38 0k, \�D*�X DATE: 09/18/15 Storm Sewer Notes: Minimum Cover: 2' Minimum Separations (Vertical): Waterline: 1' Sanitary Sewer: 1' 43 Iri 42 41 41 40 4C 39 39 3E 3 � 37 37 36 36 3E 3E 34 46 46 I&I 4-5 44 44 43 43 42 42 41 41 4C 4C 39 39 38 1 465 4-60 455 450 445 440 435 430 425 420 415 wo 405 400 395 390 385 42( 41! 41( 40: 40( 39,' 39( 38: 38( 37; 37C 36� 9 30 0 30 60 90 1■%M?■VM■WMn■E-- SCALE: 10 0 10 20 30 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & embankment material shall consist predominantly of soil & be placed in successive uniform layers not more that 8" thickness before compaction in placement of fill, contractor shall excavate recently laid fill and install compacted VDOT std. 21A stone in an 8,X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VDOT w/ fill compaction results prior to road acceptance., MM 415 410 405 400 395 390 385 380 375 370 RIM 430 425 420 415 410 405 400 M� 395 390 oS 385 c. No. 33028 A( 380 -( ( kV'(AONAL 375 370 365 360 co z CD P.. 4 355 350 345 R Notes: 1. Inlet shaping (IS -1) shall be provided for INDEX TITLE: all structures with a 4' or greater drop, T-) 2. Saftely slabs (SL -1) shall be provided for all t 9 structures taller than 12' 3. ST -1 steps shall be provided for all structures with a 4' depth or greater. A SHEET NO: 21 OF 38 A DATE: 09/18/15 DOM. P. Notes: 1. Inlet shaping (IS -1) shall be provided for INDEX TITLE: all structures with a 4' or greater drop, T-) 2. Saftely slabs (SL -1) shall be provided for all t 9 structures taller than 12' 3. ST -1 steps shall be provided for all structures with a 4' depth or greater. A SHEET NO: 21 OF 38 A DATE: 09/18/15 = Storm Sewer Notes: Minimum Cover: 2' 410 Minimum Separations (Vertical): Waterline: 1' 405 Sanitary Sewer: 1' 400 395 390 385 380 375 370 365 415 ISM 405 400 395 390 385 380 375 370 365 59,101 435 430 425 420 415 410 405 400 'W01011 390 415 �27) �2'9 415 430 I'll, 11.1- � ­­­., I—— --r-1- � 1. . - I—- .1 111.04 -co __ * , '' - � - __ - I'-)- %0 if -11 .1 - � - 11 � - 1-1 � 1-1 I � ­­­ ­ ­­­­ ­­ 1.11, ..-r-- - _. 1.1-1-1 � - ---11111 11-1-1- C4 1 �00 - - ­­ - __ ::� --- ��:��__��__��:�F�� ,__�,�_��_��_� - I � � �_ - __, , ''. _ - , _,6 . M \11 __ �X_ '_._� �" CO "i 425 I � ­ -1 � I— '_ ' 410 - * - ' - ' n _-, - , TO) ro , - ''. 4j___ 425 41 0 -1111-11-11-1-111111 1 1 1 � I 11 ­­ ­ I � - -11111 - P5, - 1. It., to . � - 425 .I - . -1 -11111- 1. _--___-.l__ __ - - - - 1_7____.-_74J. 11 I'll., I _0_ C) 5 , - 1 - 405 I � �. 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I � I � I 11 � ' L . . . . . . . . . . . . . . 4 ,. �... . . 11 1 1 , , ­ I . , 400 . - .11.. __ _ 111.1 _11-1 - 11 0 '' ' - _. - , - . . . . . `_ I I I I , ! � - - - � 1-1 --- 111.1.11 .1 1.1- -111,111. I .................. ­­ -1-1 11 I I__ .11,11111, - - .... " -11.1111- -11 - � - - - _r �_ - If - - , __ - - -,- ,, , Tm i._ Ill ... li­­­ - I'll I � . I � - - � - I , - I ��, - 1� 11 I 1.11 - . .1 � ... I r - rr. � 111-1.1. 1.111-1 I .... � .1-1 ­­. -1 � 11. 1"..".., i ... 11 .......... _E I I.- I ... 1.11.11 11 I—- 11 - ­ I 11 .11, - - F� I I . i , L 11.1 I -11.1 ­ I.". � - I..". I I 111. ­___ � I I � . 1.11 I 1. - I .. I ..... --_l - , . 1�_ 'r 1-11 - I 111- I 400 - .. -1-1 - 11- .1 1111- I - .11.1 1 .111-0- � - ­­­ ­.< D z z - ­ � _ - - - � __ - __ 11 . ......... ... I ... '-­­­­­­ 11111'r ­­­­­­'­­­­ ....... ... ­ I 1-1 ... I-— - " �__­­ I 1. I 11 ... - I—- ­­­­.- 11 1. - - -- � -- - I .11.11.1111111--1 .11,11. < ,gr''. 5-Z ..... ..... .11 >1 - I .1 . .... 11.13 ...... � z Z_ >_ > ; - � I .... I i --1, '­ ..... � - .... ­... � � ­­ ­­ I . I ..".1-11 "...."'..1. I 1. ..... ..... ... I . . .... 1'r .. ......... ' ' 11 1.11, _ _q .1 11 ­­ ..... .. < , 3; 0 11.11"..' ­ 11, r ... � � I I 1.1111.1 ..... I - I.. I I'll - I 1. 11. 1.1.11, I I I.. 1. ­ �. �. I � 'Irl"... -111 1.1 11 11 ­ .... 1-1 _ � , � ... I.-.11 I -1-1-I.I.-I.I., ........... .... - 1.11 !I ­ 1. I 1. 1.1-1.1 - 11- 1.11 - .. .. ..... - ........ _ .... ­ ... � -1 ... �. I � . -1 >s; > I I . 1-1 .. ­.. -1 .1. I - ... 1. - - ' ­­ . . ...... ­­.- 1. - ­­­... ... 11.111, . ....... . I ".. -.1-11.1-11-.1-1 11- 11111 I .11''.1.1 ... �. ' "" ­ .... ­ .111 ...... 1. 11.1-1 -­­_L.5­l1>­­ 6 ­ I—. I ­ I �. " .. - - 1-11-111-1 - �, >-> >� L - - I -1.1--l. I I I I 1-11-11. 1111 11--1.1 11 11 . "I'll I .11-111- 1111111111-11 �_ '07 __ " Z: 1; 7- - � .... � . . . ... . ..... � ... ......................... _ . ... ....... - -11-111 1. 1. - --1 111.11 - >­>­ -Z z ... I; , � , ---.11.1 I ­ I ?i Z � ...... "' '" � ' - ' ' - .. . .... . .. ­. __.___._ . . ... ............. � , , " ., , , - , , ..K� ....... ..... 1-11- "I'll. 396,_ U), z z z - - - .. ..... - ; 1 K-9-9 I I (n - - . : - __ V) _,� : 01 - 396 9 +E� _� 10+00 � ����� 11+00 12+00 13+00 14+00 I I 450 445 440 435 4,30 425 420 415 410 405 400 450 445 440 435 430 425 420 415 410 405 Me =1 30 0 30 60 U 0 W N 1%!!!!!!!! M --- !!I SCALE: H: 1 " = 30' 10 0 10 20 1 E M -W-W-W- __M � E 1E 0 E -_ �� - SCALE: V: 1 " = 1 O' E * 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content, 2. For inlets in fill situation: Contractor shall place -fill under inlets at 95% compaction & embankment material shall consist predominantly of so)iI & be placed in successive uniform layers not more that 8 " thickness before compaction iin placement of fill, contractor shall excavate recently laid fill and install compacted VDOT istid. 21A stone in an 8'X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an 8'X8' o.c. compacted 21A stone base is installed betwieen the existing ground and the proposed inlet's base in efforts to reduce the risk of �settling. Contractor shall provide VDOT w/ fill compaction results prior to road acceptance. Few �41 mg * I 1�1111111 No [" WWI ��, N � - E E _ _ � :�� 8 , - , ,, �,- ,z �_ , �� ) < Q - ,I, � > Gj 6 g i Q5 F_ U, - - = G� (3� E 5�; a 3 n --T --T `3 1) � M n ) 11;r �T � __ , - - Q) K1. Y / / -0 , , lv� A. '* " 1� `-I 0 /�' 41% �t qc� IC, � % V_4:,� 6 1�e; U ,/ C . r� ,I . *'� 11-6 7. No. 330;28 C4 _ '0 ( )7 0 -tq-( r , ,� I 0 � " 10 . lc� �� S _,�` , ONA L � ��� �33� �139 �2'9 435- � 4,35 .00- ... ..... �, - - , " .... ...... . 1. "I'll. _1 ..... ... I—- - ­­­ -!j " _1_0 M ( .- -111.0-1111-1 , 111..Cd. Lr-) 1 1 to) I-) "7! 0! _00 n n O-) (-' �00 � ­ 420 C�"!�!_ - - ­ -- . , . o:- , - � I I � 1 I � I Co c) - it - _j � n 6 C) I I with a 4' depth 430 .. ­­ -_...---1 -1 �.. I "I'll, I'��'ll",��L,'11,,',;:.-�51,�-,-.,."�.11�ll,�..''�.��'l.�""''� 1-1-1-1. 1".. I I I � 444� !�! I Fk�__ - --- - CN CN I;e 14- _-j _ _­ 430 44 0 415 , - I I M11 if R "') - ]_ M -it C) to - I I ... . - 415 I I - - I I [L� _ " - ., -E - ,-, ­ I 0- , I F�, I ... .. ........ - - 425 I I I � t � � I � ­ I . (D __ - �g 1� - , I- M'> _R - 425 "', __ ....... � ... .... T C) :%; DIP WATERLINE-\ �_ Q- - M - CD :!� - 5W. GRADIE - - -.- - - ..."111111 ... 11 � ­­­ � - - -- - ,� � .__ -1.1-1.11.11- I.— _� I STA. -:F104-09 4 " Vr � I I 0.1� I � - ' - - - .... .. 42 0 L - INV.=417.00 , 0_11� . I _ 11 . I- � 11 ­ CL - 11 I . I I.. 420 1-1 .- I .11, .1. .§.TA.=10+%.22 - IN V'=40 -X In - - - , - \ , _­ , -,, -1 11 � I 11 I ­ - - I __ . 1 3' Min. i U .7 � � � 1 1 I—- 1.11-11.11- I I I I I 111.11-1 11 "I I I I - I I ­­ 111-11 -1 I—, ­­_­ 111-1-11-111111. 2950', - - �� - 15" HDPE.0 0.68%__� I 11 I ' � _ 425 PROF 415 11 11 'I. 1 __ . . -T_ I R���� 415 � � � I I - _ I I . I I 1. ­ I I I � ­ �_ � I I "7� - I � < 't Po .. � - 11 1.11 ­­­ I I . I 1. - I �11-1 410 420 - - I 11 n- " 11 .1 a) co� to - tN'tN­10­ ........ � - 410 1 1 1 1 . I ­ - 'M ­ml 11 I :2 :2 M 11 00 1. ___ I 11 ­ coo , - , I � 11 I 11 I I I I 0� re . U_ U_ I - - I I . I ­ L .. .... . ­­­­­ ", .... 11-11-11 .1.1. I—. -1. 111, � � I ­ I'll..".- 11. . ­ - I'll, I ..... _1_11 1. �. I 11 ... ­_­ 405 - � I ­ r- �,­�. , ��_ ---- � ell F1, . 1 Ul) 405 - - - I I 1-11,1111-11.11 n �� to - -, 1 .1 ­ 11 .1 _q ro n . 1 L04 -1 . - .­ .... 11 ".., 11 ­ I I I I -00 ;: ..t 4 ,-O) ;: 400 ____ I -1 _+ 1 1 0 __� I 14,VV, � 11, - ,.- �-_ 11 11 I I _+ -0 - I- -1 11 I - P__ - 400 I � . � � 11 q I 1. D -- -- - 0 :4 z it I Z) - 0 1 ..... .. -, ­ 11 ......... __ F__ 395 ­ I I - - - I < I - � J.'' (f) , > > > z M"Z I < 117� V) > I z 1 . 395 9+50 � 10+00 405 380 =1 30 0 30 60 U 0 W N 1%!!!!!!!! M --- !!I SCALE: H: 1 " = 30' 10 0 10 20 1 E M -W-W-W- __M � E 1E 0 E -_ �� - SCALE: V: 1 " = 1 O' E * 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content, 2. For inlets in fill situation: Contractor shall place -fill under inlets at 95% compaction & embankment material shall consist predominantly of so)iI & be placed in successive uniform layers not more that 8 " thickness before compaction iin placement of fill, contractor shall excavate recently laid fill and install compacted VDOT istid. 21A stone in an 8'X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an 8'X8' o.c. compacted 21A stone base is installed betwieen the existing ground and the proposed inlet's base in efforts to reduce the risk of �settling. Contractor shall provide VDOT w/ fill compaction results prior to road acceptance. Few �41 mg * I 1�1111111 No [" WWI ��, N � - E E _ _ � :�� 8 , - , ,, �,- ,z �_ , �� ) < Q - ,I, � > Gj 6 g i Q5 F_ U, - - = G� (3� E 5�; a 3 n --T --T `3 1) � M n ) 11;r �T � __ , - - Q) K1. Y / / -0 , , lv� A. '* " 1� `-I 0 /�' 41% �t qc� IC, � % V_4:,� 6 1�e; U ,/ C . r� ,I . *'� 11-6 7. No. 330;28 C4 _ '0 ( )7 0 -tq-( r , ,� I 0 � " 10 . lc� �� S _,�` , ONA L � ��� (IS -1) shall be provided �20 x - Y �2'9 425 � " "" �.", . ". , , __ .. .. ........ ­­1­<n_1M1 I ... 11 _­ 11- ­­­ 1.11 _ .11-11 1. ­­ C� I . _<D-1-11 I I—— 1. 11.111, 11 .1. ­­ ---- 11 - I 1-1 , -.'� -In .00- ... ..... �, - - , " .... ...... . 1. "I'll. _1 ..... ... I—- - ­­­ -!j " _1_0 M ( .- -111.0-1111-1 , 111..Cd. Lr-) - 00 111' , , L . ..... , , ­ ; 445 420 C�"!�!_ - - ­ -- . , . o:- , - C)_ ... � !�! __j ;,�_ , . I � 420 with a 4' depth or greater. .. ­­ -_...---1 -1 �.. I "I'll, I'��'ll",��L,'11,,',;:.-�51,�-,-.,."�.11�ll,�..''�.��'l.�""''� 1-1-1-1. 1".. I Al, (D , M .... j_ ..... 44 0 415 - I 1. - -11- I ­ � A2--'11'- 1.11 I - ­ 1-1-1 � - .1 ­ I I 1.1.111, 1.11 I 11.1- -I a-, � "I'll vx_12 - ' - � =) 111-11 - .... 25, ,,,, �_, _ ��_ , , . �, ..\. 11.11'....... � ... ­1� ..... _'. �- vi & =:) '-"= , - n . ..... .. ' ... . - 415 '­ � -1- ...... 11.111- 111.1-- , "..", ­ .... I ... 5:--W' I � 1.1111.1-1111111.1.11-___ ..... 11 -.1-11 -11''W ­z: _\ ............... . .... - \ - - Ili �. . ­­­,.�;­q'i . - - - - LLI-M" ... .. ........ - - � -- I I I � t � � I � 435 410 .1.11.1 -I 1-11- .... I ..... .. . _ -11.11-11".1- W, - ­__� .......... ­ --' - _'_ _-_ --- . rKVt'VZ-)LU -15KN) \ , , "' - - ....... _ ... . . . . _ \ ,1X___ - - ........ A -1-j-, - - - "', __ ....... � ... .... " ., _ - 410 � -.1. 11­1_811� 'D ' ' ' ' JNE I 11 I 1. -­ - - IP, WAtRI ��7 - -.- - - ..."111111 ... 11 � ­­­ � - - -- - ,� � .__ -1.1-1.11.11- I.— 11 ­ 111-1 -1 ... - .... ''Ill., 1-1 , I t� � I I - ' - - - .... .. 1.1-1 . 1-1. I.. - I 1.11-111111 - ... ..."..-I ­­ .... � ...... .. 11.1 I �' , I 430 405 1-1 .- I .11, .1. .§.TA.=10+%.22 - IN V'=40 -X In - - - , - \ , _­ , -,, -1 11 � I -.1111.11. . I—. 1. .405 . 1 1 I—- 1.11-11.11- I I I I I 111.11-1 11 "I I I I - I I ­­ 111-11 -1 I—, ­­_­ 111-1-11-111111. 11 .1.1. -11 - .... 13' Min-. - .11 .111, "I'll, 11 11-11-1-11-11-1 - - �� . - - I 425 400 31.'31' � 1V�'HDPE­­@­f.q-3% 11 I—- I 11 ­ 11 ... 11 11 1. I � .93% - . I—- I ­­­ � ­111111I.-.1--l-I "I I 11 .1 � � � - I- T-Mim 11 11 'I. I, -1 ... I I 11 �. � ­­ 111.1 ­ 11 1 ­ I - ­ 11 � � I I 1-11.1111 I ­­ I - ... - I T I I - 400 I - �.., - , ­' 11 - ­­ � ... 1. ­ _ - 11.1--l-A- I ­ � - - .1 � .;;��, < IL 11-1-111. .. � - 11 1.11 ­­­ 1- 11 I—— 1-11.."Ll, �11-1 420 395 . I , � 1.11.1 �.." 11 11 1. .� � I I 1. 111 I. - - 11 I - ' - ' ' - 11 .1 a) co� to - tN'tN­10­ ........ I . .. ­­­ ....... - 1 ­­ ­­­­ 395 I :2 :2 M 11 I.., --1 ----_..1-..- ... 1- ... -1-111 ­­­ ..... I'll, ­ coo , - , , ­ L .. .... . ­­­­­ ", .... 11-11-11 .1.1. I—. -1. 111, � � I ­ I'll..".- 11. . ­ - I'll, I ..... _1_11 1. �. I 11 ... ­_­ ­CKIM10f I - U_ LL_ U_ 11 I I , -, , , I - ''I - .. ... ..... , - 415 390 - - - I I 1-11,1111-11.11 n �� to - -, - I. --.1. I n___ ... 04 �'. 390 .­ .... 11 ".., 11 S?. Q_;Q._7t­ om - 111.11 - ­ � . .1111.111.1.1 - . __Ip' I—— .... ­ 1. I .... L 11-111 11111.1-1- I ­. - .1.111,110.1 C) W . . I 1(61 W. C- '" - 0)0) 0)0 � ­­ .­!! ­­­­ �q 0 ' ?r) - 410 385- - - ... - 11 11 111. - 1. 1. ­.. 11 I 1. . - + - .1. - .. . .. .... 0 n in -;q- - 11 " __ - , F__ H It it _ ... I.I..'' + 0 ..... .. -, ­ 11 ......... __ F__ I � 385 -11111 - .... ­­ - 11 � I'll I I.. 1-1-1 I - -1 I. - 111. it ­­­ ...... 1. 1.1-111 I - - ­­­ ... .. 11.1-1 "I'll, ::1 ��t �t 0 K ___ - -it - _-0 ::) � � 405 380 .. 11.1 111- I I -.1 .11.1. ­ -11 11 I I'll.." I ­­< . .­­­_..­­­ +_ I- , , U) I > > > > - z z1z z ­ ...... ... <- , �_ (n > Z_ - - 380 9-H50 10+00 =1 30 0 30 60 U 0 W N 1%!!!!!!!! M --- !!I SCALE: H: 1 " = 30' 10 0 10 20 1 E M -W-W-W- __M � E 1E 0 E -_ �� - SCALE: V: 1 " = 1 O' E * 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content, 2. For inlets in fill situation: Contractor shall place -fill under inlets at 95% compaction & embankment material shall consist predominantly of so)iI & be placed in successive uniform layers not more that 8 " thickness before compaction iin placement of fill, contractor shall excavate recently laid fill and install compacted VDOT istid. 21A stone in an 8'X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an 8'X8' o.c. compacted 21A stone base is installed betwieen the existing ground and the proposed inlet's base in efforts to reduce the risk of �settling. Contractor shall provide VDOT w/ fill compaction results prior to road acceptance. Few �41 mg * I 1�1111111 No [" WWI ��, N � - E E _ _ � :�� 8 , - , ,, �,- ,z �_ , �� ) < Q - ,I, � > Gj 6 g i Q5 F_ U, - - = G� (3� E 5�; a 3 n --T --T `3 1) � M n ) 11;r �T � __ , - - Q) K1. Y / / -0 , , lv� A. '* " 1� `-I 0 /�' 41% �t qc� IC, � % V_4:,� 6 1�e; U ,/ C . r� ,I . *'� 11-6 7. No. 330;28 C4 _ '0 ( )7 0 -tq-( r , ,� I 0 � " 10 . lc� �� S _,�` , ONA L � ��� I � . I I (IS -1) shall be provided for I I I � � � It 11 TF I 2. Saftely slabs (SL -1) shall be provided I ; . .. ........ 20 structures taller than 12' ; 11 3. ST -1 steps shall be provided for all structures . I � I with a 4' depth or greater. I . a � � . I = . DATE: 09/18/15 . - I I I I 11 I I I I I I I � t � � I � I I I I � I I I I I , - I I - � I � I . , , I I - I I , I t� � I I I I � � ,� I 1� T � . I I : � I �' , I I I 11 . : I . I � 11 I I . � , 11 � r I I I I - I 11 I I . I I I I I � I DOM. i PROJECT NO:14.0036, , I I 11 110000 =11morg III - I : i I I I I Ron 0 I � . I I (IS -1) shall be provided for INDEX TITLE: - I I � � a 4' or greater drop. It 11 TF I 2. Saftely slabs (SL -1) shall be provided I ; . .. ........ 20 structures taller than 12' ; 11 3. ST -1 steps shall be provided for all structures . I � I with a 4' depth or greater. I . a � � . I = . DATE: 09/18/15 . - I I I I 11 I I I I I I I � t � � I � I I I I � I I I I I , - I I - � I � I . , , I I - I I , I t� � I I I � � ,� I 1� T � . I I : � I �' , I I I 11 I : I . I � 11 I . � , 11 � r I I I I - I 11 I I I I I I � I DOM. i PROJECT NO:14.0036, , Notes: 1. Inlet shaping (IS -1) shall be provided for INDEX TITLE: - all structures with a 4' or greater drop. It 11 TF 0 ; " 2. Saftely slabs (SL -1) shall be provided for all S . .. ........ 20 structures taller than 12' 3. ST -1 steps shall be provided for all structures with a 4' depth or greater. SHEET NO: 22 OF 38 . I a k1j DATE: 09/18/15 Line No. Inlet I'D DnStm. Ln No Drng Area (.10 Runoff Coeff (c) ]nor CxA Inlet Time (min) To (min) i Sys (in/hr) Flow Rate (cfs) Invert Dn (ft) Invert Up (ft) Line Length (ft) Line Slope Line Size (in) Capac Full (cfs) Vel Dn (ft/s) Pipe Travel (min) 1 43 Outfall 0,00 0,00 0.00 5_0 1.0.4 5.32 9.02 425.00 425A9 21.100 0.90 18 9,94 6.37 0.06 2 43A 1 0.57 0,43 0.25 5.0 10.3 5.33 9.04 42539 425.57 18,915 0.95 18 10.24 6.54 0.05 3 43B 2 0.33 0.75 0.25 5.0 10.2 5.35 7.76 425,77 425.97 25.506 0.78 18 9.30 5.89 0.09 4 44 3 0.22 0,74 0.16 5.0 10.1 5.37 6,47 426,17 426.46 31,452 0.92 18 10.08 6.01 0.13 5 44A 4 0.25 0.69 0.17 , 5.0 9.7 5;45 5.67 426.66 431-11 115.250 3.86 15 12.69 7-01 0,36 6 45 5 0,63 0.75 0,47 5.0 9.6 5.47 4.75 431,31 431.90 29.510 2.00 15 9.13 6.05 0,11 7 46 6 0,43 0.63 0.27 5.0 8.8 5,64 2.23 432,10 438.65 98,550 6,65, 15 16.65 3,25 0,79 8 47 7 0.10 0.72 0,07 5,0 6.7 6.17 0.77 438,85 443.06 85,529 4.92 15 14.33 2,30 2.12 9 48 8 0,07 075 0-05 5.0 5.0 6.70 0,35 443-26 443.70 29.502 1.49 15 7.89 3,23 1.72 10 2 Outfall 0.06 0,76 0.05 5.0 19.5 4.02 38.62 355.00 857.31 106.400 2.17 36 98.27 6.63 0.27 11 3 10 0.05 0Y6 0.04 5,0 19.3 4.04 33.97 361,00 362.79 68.530 2.61 36 107.79 13.50 0.20 12 18 11 0.20 0Y6 0.15 5.0 6.4 6.26 2.48 364,82 365-18 7.490 4,81 15 14.16 8.67 0.06 13 19 12 0,07 0.71 0.05 5,0 5.5 6.53 1.60 365,38 367.37 69.730 2.85 15 10.91 4.26 0.88 14 20 13 0.39 0.50 020 5.0 5,0 6.70 1.31 367.57 368.42 32.510 2.61 15 10.44 5.75 0.51 15 4 11 0A9 0.17 0.03 5,0 19,2 4.05 32,32 36199 364.56 41.770 3.76 36 129:30 7,87 0.1.3 16 5 15 0.00 0.00 0.00 5.0 19.0 4.07 32.33 364;76 367.01 55.070 409 36 134,81 8.16 0.17 17 6 16 016 0,71 0.11 5.0 18.8 4.10 7.85 36721 368-95 24.220 7.18 36 178,76 1,98 0,28 18 7 17 0.16 0.71 0.11 5.0 17:6 4.23 7.62 369,15 375.29 96.960 633 36 167.83 6,30 1.16 19 8 18 0.16 0.71 0A1 5.0 16.3 4.39 6,80 375.49 380,48 97.110 5.14 36 151.18 6.79 1.32 20 EX2 19 0.05 0.68 0.03 5,0 14,8 4.59 6.32 380.68 384.06 101.816 132 36 121.48 6.00 1,53 21 EX3* 20 0.05 0,83 0.04 5.0 14:0 4.70 6.31 384.26 385.59 49.966 2.66 36 108.81 6.44 0.76 22 9 21 0.05 0,79 0.04 5,0 118 4.72 6.15 386.58 387.35 38.351 2.01 18 14.88 8,02 0.15 23 10 22 0.00 OM 0.00 5.0 13.7 4,75 5.26 387.55 388.57 50,219 2.03 15 9.20 6.77 01.16 Line No. Inlet ID DnStm Ln No Drng Area 00 Runoff Coeff (c) Incr CxA Inlet Time (min) To (min) i Sys (In/hr) Flow RateDn. (cfs) Invert Invert (ft) Invert Up (ft) Line Length (ft) Line Slope Line Size (,in) Capac Full (cfs) Vel Dn (ft1s) Pipe Travel (min) 47 27 46 0A6 0.78 0,12 5.0 10.9 5,22 22.36 386,00 389.00 154:790 1.94 24 31,49 8-52 0.36 48 28 47 0.19 0.77 0.15 5.0 10.7 5.25 20.60 393,00 398.53 104.270 5,30 18 24.18 15.36 0A5 49 29 48 0,00 0.00 0.00 5.0 10.5 5,28 18.5.4 398.63 403.82 106.590 4.87 18 18-59 11,99 0,16 50 30 49 0.10 0.,69 0,07 5.0 10,5 5.29 18.56 404,00 404.95 23,920 3,97 18 20.93 11.60 0.04 51 31 50 0A6 0.78 0.12 5,0 10.3 5.33 15,80 405.15 409,58 119,650 3.70 18 20.21 10.00 021 52 36 51 0.11 0,76 0-0 5.0 10.2 5.34 10,59 409.78 410.70 29.5100 3.12 15 111.40 8.68 0.05 53 37 52 0.20 0.72 0. 14 5.0 10.1 5.36 10.18 411.11 415,73 59,990 7.70 15 17,92 12,53 0.111 54 38 53 0.11 0.69 0.08 5.0 10.0 5.40 9.47 415,93 421,03 87.488 5.83 15 15.59 9.11 0.17 55 56 54 0.06 0.74 0.04 5.0 9.9 5.42 8.23 421,23 423.16 39.170 4.93 15 14.33 8.05 0.09 56 39 55 0.25 0.65 0.16 5.0 9,3 5.55 2.06 426.00 431.38 72.730 7.0 15 17.56 9.58 0.62 57 40 56 0.10 0.77 0.08 5.0 8,8 5.65 1.18 431.58 432.76 30.540 3.86 15 1269 3,86 0,46 58 41 57 0.09 0.75 0.07 5,0 6.4 6.26 0.83 434.63 445,26 102.940 8,38 15 18.70 7.66 2,40 36 11A 24 0,19 0.75 0A4 5.0 5.0 6.70 0,95 392.89 393.41 29.780 115 15 8.53 1.27 0.64 59 42 58 0.09 0.72 0.06 5.0 5.0 6.70 0.43 443.46 444.69 29.520 4.17 15 13.18 4,89 1,39 60 57 55 0.02 0.30 0.01 5,0 87 5.68 6.26 423.46 425.16 101.2.80 1.68 15 8,37 7.29 031 61 58 00 0.28 037 0,10 5.0 8,6 5.70 6.25. 425.36 425.80 22.280 1.97 15 9:07 7.43 0,07 62 59 61 0.46 039 0A8 5.0 8.2 5.79 2.60 426.00 433.62 80.480 9.47 12 10.96 3.82 01.37 63 60 62 0.32 0,55 0.18 5.0 7.3 6.02, 1.62 433,82 441.85 126.960 6.32 12 8,9.6 4.24 0.95 64 61 63 0A8 0.52 0.09 5.0 , 5.0 B.70 0.63 442.05 447.61 108.450 5.13 12 8:06 2.65 2.27 65 58A 61 1.51 0.36 0.54 5.0 5.0 6.70 3.64 426-00 427A2 48.850 2.29 1,5 9.78 4.34 0.27 66 38A 54 0:05 0.78 0.04 5,0 6.8 6.15 0.98 421.23 422.27 30.90,0 3.37 15 11-85 0.96 0.61 67 38B 66 0.22 0.55 0.12 5.0 5.0 6.70 0.81 422.47 429.98 110.180 6.82 12 9.30 7.26 178 68 32 51 0.44 0.48 0,21 5.0 10.0 5.38 4.61 440,78 413-22 66.590 3.66 15 12,36 9.34 0.26 69 53 68 0,23 0.78 018 5.0 9,9 5.47 3.50 413,42 414.17 34.207 2.19 15 1 9-56 5,22 0,17 Line No, Inlet ID DnStm Ln No Drng Area (ac.) Runoff Coeff (c) Incr CxA Inlet Time (min) To (min) I Sys (in1hr) Flow Rate {cfs) Invert Dn (ft) Invert Up (ft) Line Length kft) Line Slope Line Size, (in) Capac Full (cfs) Vel Dn (ft1s) Pipe Travel (min) 24 11 23 0.09 0.70 0.06 5.0 13.4 4.80 5.31 388,77 392.69 103.200 3.80 15 12.59 7.15 0.32 25 14 24 0.13 0.76 0.10 5,0 13.0 4.86 4.39 392,89 398.36 103.280 5.05 15 14,51 5.86 OAQ 25 15 25 0.06 0.72 0.04 5.0 12:5 4.93 1.99 401.36 407,32 58.267 10.23 15 20.65 10.63 0,47 27 16 26 0.10 018 0.08 5.0 11.5 5.11 1,38 407.52 416.04 88.333 9.65 15 20.05 4V 1.04 28 17 27 0,26 0.55 0.14 5.0 11.0 5.20 0.99 416.24 418,39 29,502 7,29 15 17,43 5.128 0.49 29 17A 28 0.07 0.30 0.02 5,0 7.9 5.86 0.28 418.59 429.51 74.160 14.72 12 1167 2.68 305 30 17B 29 0.05 0.54 0.03 5.0 5.0 6.70 0,18 429.71 430.60 40.337 2.21 12 5.29 3.13 2.92 31 14A 25 0;08. 0.82 0,07 5.0 10.0 5.38 2.16 398.56 398.86 29.743 1.01 15 6.49 3.36 0.24 32 14B 31, 0,34 0.46 0.16 5.9 9.4 5.52 1.85 399.06 400.19 69.670 1.62 15 8.22 5A1 OM 33 49 32 016 0.48 0,12 5.0 8.8 5.65 1:01 400.39 408.08 51.780 14.85 12 13,72 4.28 0,58 34 50 33 0,10 0.54 0.05 5.0 5.0 6.70 0.36 413.03 425.62 104,675 12.03 12 12.35 6.98 3.79 35 15A 26 0.14 0.65 0.09 5.0 5.0 6,70 0.61 410.42 410.69 29,580 0.91 15 6.17 3,20 0.99 36 11A 24 0,19 0.75 0A4 5.0 5.0 6.70 0,95 392.89 393.41 29.780 115 15 8.53 1.27 0.64 37 9A 22 021 0.73 0.15 5.0 5.0 6.70 1.03 387.55 389.68 32.913 6.47 15 16.43 1.32 0.66 38 8A 19 0;07 0.85 0.06 5.0 5,0 6.70 0.40 380,68 382.00 38.800 3,40 15 11.91 0,66 1.99 39 7A 18 0.26 0,53 0.14 5.0 5.0 6.70 0.92 375.49 376,47 33.680 2.53 15 10,28 1.38 0.86 40 2A 10. 0.06 0.76 0.05 5.0 5.4 6.56 7.56 359.65 360.80 57.860 1.99 18 14.80 8.42 0.23 41 213 40 0.17 0.75 0.13 5.0 5.2 6.62 7.33 361.00 361.58, 46.500 1.25 18 11.73 6.95 0A9 42 2C 41 2.88 0.34 OM 5.0 5,0 6-70 6.56 361,78 362.10 51.290 0.62 18 829 4.78 0.23 43 22 16 034 0.54 0.18 5,0 11,6 5.10 30.71 367.21 368.34 43,900 2.57 24 36.29 11A2 0,08 44 23 43 0.23 0.47 0.11 5,0 113 5.13 29.99 368.54 382.95 117.451 12,27 24 79.22 10,69 0.21 45 24 44 0,42 0.50 0.21 5.0 11.3 5.14 29.48 383.1,5 384.12 26.410 3.67 24 43.35 10,57 0.05 46 25 45 0.22 0.80 0.18 5.0 11.2 5.16 24.85 384.32, 385.80 42.230 3.50 : 24 42.34 8.95 0.09 Line No. Inlet ID Drng Area (ac) I Inlet (in/hr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff N Curb Len (ft) Junct Type Gutter Slope (ft/ft) Cross SI,Sw (ft/ft) Cross SI, Sx (Rift) Gutter Gutter hSpread (ft) Gutter (ft) 1 43 0.00 0,00 0.00 0.00 .... 0.42 .... .... 6.00 MH ... ... .... .... 1.40 2 43A 0:57 6470 0.43 1.64 0.42 2.06 0.00 100 6.00 Curb Sag 0,083 OMO 0.21 3.98 3 43B 0,33 6.70 0,75 1.66 0.35 1,59 0-42 79 6,00 Curb OL27 0.083 0.020 0,24 5.51 4 44 0.22 6.70 0.74 1.09 0.08 1.17 0.00 100 8.00 Curb OMO 0.083 0.020 0.20 3.46 5 44A 0.25 670 0.69 1.15 Uo IM 0.05 93 8.00 Curb 0.075 0.083 0.020 0.17 1.99 6 45 0.63 6.70 0,75 3.16 0.06 2.37 0.35 89 '12.00 Curb 0,075 0.083 0.020 0.23 5.36 7 46 0.43 6-7,0 0,63 1.81 MO 1-76 0.06 97 10.00 Curb 0.057 0.083 0.020 0.20 3,86 8 47 0,10 6,70 0.72 0,48 0,00 0,48 0.00 100 6.00 Curb 0.038 0,083 OMO 0,14 1,63 9 48 0.07 6.70 0.75 0.35 0.00 0.35 UO 100 6,00 Curb 0.038 0.083 0.020 0.12 1.45 10 2 0,06 610 0.76 0.31 0.00 0,31 0,00 100 6-00 Curb 0.038 0.083 0,020 0.11 1.37 11 3 0.05 6,70 0.76 0.25 0.00 0.25 0-00 100 6.00 Curb 0.024 0.083 0.020 0.12 1-40 12 18 0.20 6,70 0.76 1.02 0.00 1.02 0.00 100 UO Curb Sag 0.033 0.020 0.13 1,55 13 19 0.07 6,70 0.71 0.33 0,00 0.33 0.00 100 6.00 Curb Sag 0,083 0.020 0.06 0.73 14 20 0-39 6,70 0.50 1.31 0.00 1.31 0.00 100 6,00 Curb Sag 0.083 0.020 0-15 1.83 15 4 0.19 6.70 0.17 0.22 0,00 0.22 0.00 100 6.00 Curb 0.024 0,088 0,020 0.11 1.31 16 5 Uo 0.00 0,00 0,00 .... 0.40 0.00 100 6,00 Mt -1 0.057 0.083 0.020 012 1,41 17 6 0.16 6.70 0.71 0,76 0.00 0.76 OM 100 8.00 Curb 0.045 0.083 0.020 0.16 1.88 18 7 0.16 6.70 0.71 0.76 0.00 0.76 0-00 100 6.00 Curb 0-059 0,063 0.020 0.15 1.78 19 8 0.16 6.70 0,71 0.76 0.00 036 0-00 100 8.00 Curb 0.057 0M3 0.020 0.15 1.80 20, EX2 0.05 0.70 0.68 0.23 0.00 0.23 0.00 100 6.00 Curb 0.050 0.083 0-020 0.10 1.17 21 EX3 0.05 6.70 0,83 0.28 0.00 0.28 0.00 100 6.00 Curb 0.045 0.083 0,020 0.11 1,29 22 9 0.05 6.70LO.79 0.47 0.26 0.00 0.27 0.00 100 6.00 Comb. 0.020 M83 0.020 0.12 1.48 23 1 0.00 0,00 o OC, U0 OM -- 1.99 Mo 100 0.00 MH Sag 0.033 M20 020 3.76 Line No. Inlet ID Drng Area . (ac) i Inlet (in/hr) Runoff Coeff (C) Incr Q (cfs) Q Carry {cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff Curb Curb n (ft) (ft) Junct Type Gutter Slope (ftift) Cross Si, Sw (ftift) Cross $1, Sk (ItIft) Gutter Depth (ft) Gutter Spread (ft) 24 11 0.09 6.70 0-70 0-2 0.01 0.42 O.Q. 99 6.00 Curb 0.068 0.083 0:020 0.12 1.40 25 14 0,13 6,70 0.76 0.66 0.00 0.66 0.01 99 8.00 Curb 0,092 0.083 0,020 0.13 1.56 26 15 0.06 6.70 0.72 0,29 0,00 0.29 0-00 100 6,00 Curb 0.098 0.083 0:020 0.09 1.13 27 16 0.10 630 0,78 0.52 0.00 0,52 0.00 100 6,00 Curb 0.044 0.083 0.020 0,14 1.64 28 17 0:26 6,70 0.55 0,96 0-06 1.02 0.00 100 8.00 Curb 0.044 0.083 0.020 0.17 2.41 29 17A 0.07 670 0,30 0.14 OM 0.12 0,02 83 .... Dp-Grate 0.030 0.100 0.100 0.07 2,67 30 17B 0.05 6.70 0.54 018 0.00 0.14 0.04 79 1 ... Dp.-Grate 0-050 0.100 0.100 0.07 2.67 31 14A 0,08 6.70 0.82 0A4 0.19 0.45 0.18 72 4,00 Curb 0.075 0.083 0.020 0.13 1.58 32 14B 0.34 6.70 0,46 1.05 0.25 1.30 0.00 100 .1.1 Dp-Grate Sag 0.3210 0,330 0,14 4.87 6.70 1.16 398.63 399.23 31.310 1.93 15 5.16 3.39 0.55 78 55 48 0.17 0.56 0.10 50 33 49 0,26 6.70 0,48 0,84 0.06 0Z3 025 72 ... Dp-Grate 0.070 0.200 0.200 015 2.76 34 50 0.10 6.70 0.54 0.36 0.00 0.3-1 0.05 86 .1.1 Dp-Grate 0,080 0.250 0.250 0.10 2.06 35 15A 0.14 6.70 0.65 0.61 0-00 0.43 0A9 70 4.00 Curb 0-090 0.083 0.020 0,13 1.52 36 11A 0.19 6.70 0.75 0.95 0.18 1.09 0-04 96 8,00 Curb 0.060 0.083 0.020 0.17 226 37 9A 0.21 6.70 0.73 1.03 0.04 1.07 0.00 100 800 Curb OMO 0.083 0.020 0.20 3.86 38 8A 0,07 6.70 0.85 0.40 0.00 0.40 0.00 100 6,00 Curb 0.057 0.083 0.020 012 1,41 39 7A 0.26 6.70 0.53 0.92 0.00 0-91 0.01 99 8.00 Curb 0,059 0.083 0.020 OAQ 1.92 40 2A 0.06 6.70 0.76 0.31 0.00 0.31 0,00 100 6.00 Curb 0-020 0.083 0.020 0.13 1,56 41 2B 0,17 6,70 0.75 0,85 0.00 0.85 0.00 100 6.00 Curb Sag 0.083 0.020 0,11 1.38 42 20 2-88 6-70 0.34 6.56 0.00 6.56 0.00 100 ---- HUM 0.097 0.083 0.020 0.10 1.17 43 22 0.34 6.70 0.54 1,23 0.01 1.24 0.00 100 8.00 Curb 0.027 0.083 0.020 0,20 3.86 44 23 0.23 6,70 0.47 0.72 0,06 0.78 0.00 100 6,00 Curb Sag 0.083 0.020 0.11 1.30 45 24 0.42 6�70 0:5,0 141 O�59 1.99 Mo 100 0.00 Curb Sag 0.033 M20 020 3.76 46 25 0.22 6,70 0.110 1,18 0,00 1.14 0,05 96 6,00, Curb 0M0 0.083 0.020 021 4.21 I I 1�1 L-hl� I Line No. 4::- E DnStm Ln No q3 Runoff Coeff (c) > Inlet Time (min) E C Flow Rate (cfs) 0 Invert Up A Line Length, 111ft) Q) Line Size (in) Capac Full (cfs) Vel Dn (ft1s) Pipe Travel (min) E 34 W 0.16 0,80 0A3 5.0 8.1 5.82 1.62 414.37 417,52, 159.404 1.98 15 9.08 3.09 1.78 71 nXT 70 0.13 0.78 010 5.0 5.0 6.70 0,68 417,72 418.16 29.500 1.49 15 MYERS tc. No. 33028 7- cj-� 34A � g 1, 6 St, - V:T, I I 1�1 L-hl� I Line No. Inlet ID DnStm Ln No Drng Area (ac) Runoff Coeff (c) Incr CxA Inlet Time (min) To (min) i Sys (in/hr) Flow Rate (cfs) Invert Dn (ft) Invert Up A Line Length, 111ft) Line Slope Line Size (in) Capac Full (cfs) Vel Dn (ft1s) Pipe Travel (min) 70 34 69 0.16 0,80 0A3 5.0 8.1 5.82 1.62 414.37 417,52, 159.404 1.98 15 9.08 3.09 1.78 71 35 70 0.13 0.78 010 5.0 5.0 6.70 0,68 417,72 418.16 29.500 1.49 15 7.89 2.93 0.89 72 34A 70 0.09 0.55 0.05 5.0 5-0 6-70 0.33 417.72 427.42 77.953 12.44 12 12.56 1.6'4 3. 73 33A 69 0.24 0.78 0,19 5.0 5.0 6.70 1.25 414.37 414,57 29.501 0.68 15 5.32 2. 3 Q-' Z21443 0.48 74 30A 5.0 035 0.73 0.26 5.0 6.4 615 2.98 405.15 405A0 29.529 0.85 15 5.94 e 019 75 30B 74 0,18 0.76 0.14 5.0 6.0 6.39 1.41 405.60 405.89, 32,905 038 15 el<e06 1.15 0A6 76 30C 75 0.11 0.76 0,08 5.0 5,0 6.70 0.56 4M09 40628 215.417 0.72 5 5.48 0.46 0.97 0,00 100 8.00 Curb 0,087 UK 0.020 0A2 1.50 78 56 0.06 6.70 074 0.30 0,08 0,30 0.07 77 28A 48 0.24 0.72 0.17 5.0 5.0 6.70 1.16 398.63 399.23 31.310 1.93 15 5.16 3.39 0.55 78 55 48 0.17 0.56 0.10 50 5.0 6.70 0,64 400.48 411,17 71.300 14.99 12 13.79 8.93 1.46 79 24A 45 0.09 0.53 0,05 5.0 5.7 6.47 1.04 386,47 395.14 60.063 14.43 12 13.53 10-19 0,74 80 2 4 B 79 0.21 0-54 0.11 5.0 5.0 670 0.76 395,34 399.00 41.096 8:91 12 10.63 5.61 0.71 81 54 47 0,18 0.50 0.09 5.0 5.0 6,70 0.60 393.58 404,22 71.299 14.92 12 13.76 1 3 7' 8,76 1.55 82 26A 47 0,19 075 0.14 5.0 5.0 6.70 0.95 389.59 389.,82 27.410 0.84 15 5�92 5,92 0.84 0.59 83 53 46 .0,17 0.56 0.10 5.0 5.0 6.70 0,64 389.59 400.24 71300 14.94 12 13.76 8.91 ;11 . 4 61 84 51 45 0:45 0.56 0.25 5.0 6.7 6.19 137 384.32 388.67 97.010 4A8 15 13.67 2.75 0.55 85 52 84 0.29 OY5 0.22 5.0 5,0 6.70 1,46 389.35 389.73 26.390 1.44 15 7.75 L3, I 4d. 0.37 86 5 1 AT84 6.70 0.15 0.50 0.08 5.0 5.0 6.70 0.50 388,88 397.55 63.356 13.68 112 13.17 0.64 1.65 0.05 6.70 0.78 0.26 0.06 0.32 0.00 99 6.00 Curb 0.097 0.083 0.020 0.10 1.17 67 388 0,22 87 25A 46 0,33 0.81 0.27 5.0 5.0 6.70 1,79 386.00 387.29 26.470 4.87 15 14,26 1.46 0.30 88, 62 Outfall 0,00 0.00 Mo 5.0 5,5 6.53 1.91 392.81 393.45 26,131 2,45 15 10-11 6.29 028 89 63 88 038 0.77 029 5.0 5.0 610 1.96 39165 394:52 47,858 1.82 15 8.71 5.72 0.50 90 66 Outfall 1.25 030 0.38 6.0 6,0 6.38 3.34 358.50 360,72 193.720 1.12 15 7.39 2.72 1.22 Line No. Inlet ID Drng Area (ac) I Inlet (Influr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff Curb Len (ft) Junct Type Gutter Slope (Rift) Cross 51, Sw (ftift) Cross SI, Sx Witt) Gutter Depth (ft) Gutter Spread (ft) 47 27 0.16 6.70 078 0.84 0.02 0.85 0.00 99 6.00 Curb 0.060 0M3 0,020 0,15 1.95 48 28 0,19 670 0.77 0.98 0.00 0.96 0402 98 6.00 Curb 0.065 0.083 0.020 0.16 1.93 49 29 0.00 0.00 0.55 0,00 0.00 0.30 0.03 90 -1 MH 0-025 0.300 0,300 013 2,12 50 30 0,10 6.70, "'0X 069 0.46 0.01 0,47 0,00 100 6.00 Curb QM0 0,083 0.020 0-15 1,82 51 31 0,35 6.70 0.78 0.84 0-00 0.83 0,01 99 8.00 Curb. 0.063 U83 0.020 0.15 1,82 52 36 /0-16.70 0. 6.70 076 0.56 0.37 0.92 0.01 99 8.00 Curb 0.063 0,083 0;020 0.16 190 53 37 0,20 6.70 0.72 0.96 0.00 0.59 037 61 4.00 Curb 0.081 0.083 0.020 0.15 1.83 54/3� 28A 0A1 UO 0,69 0.51 0.07 0.58 0,00 100 8.00 Curb 0,087 UK 0.020 0A2 1.50 78 56 0.06 6.70 074 0.30 0,08 0,30 0.07 81 6.00 Curb 0.080 0.083 OMO 0,11 1.29 56 39 025 6.70 0-65 1.Q9 0.00 1.01 0.08 93 8.00 Curb 0.084 0.083 OMO 0.16 1.90 57 40 0.10 6,70 0.77 0,52 0.01 0.46 OM 89 8.00 Curb 0.080 0,083 0.020 0.12 1.46 58 41 0.09 6.70 0.75 0.45 0.00 0A5 0.01 99 6.00 Curb 0.065 0,083 0.020 0.12 1.45 59 42 OM 6.70 0.72 0.43 0.00 0.43 0.00 99 6.00 Curb 0.063 0.083 0-020 0-12 1.42 60 57 0.02 6.70 0.30 0.04 0.00 0.04 0.00 98 Dp-Grate 0.200 0.330 0330 0.02 1,38 61 58 U8 6.70 0.37 0.69 0-60 0,97 0.33 75 6,00 Dp�Grate 0.050 0.300 0.300 0-22 2,72 62 59 0.46 6.70 0,39 1.20 0,45 1.04 0.60 63 o 6.005 Dp-Grate 0.060 0.200 0.200 0,22 3-46 63 60 0.32 6.70 0.55 1.18 0.15 OM 0.45 66 Dp-Grate. 0,050 0.200 0.200 0.20 3.26 64 61 0,18 6.70 0.52 0.63 OM 0.48 0,15 76 DP -Grate 0,035 0,200 0.200 0.15 2.76 66 58A 1.51 6.70 0.36 3.64 0.00 3.04 0.60 83 6,00 Dp-Grate 0.018 0.250 0.250 0.42 5.37 66 38A 0.05 6.70 0.78 0.26 0.06 0.32 0.00 99 6.00 Curb 0.097 0.083 0.020 0.10 1.17 67 388 0,22 UO 0.55 0.81 0.03 0.69 0.16 al -1- Dp-Grate 0,060 0,330 0.330 0.17 2.29 68 32 0.44 6.70 0.48 1,41 0.16 1.57 0.00 100 6.00 Curb Sag 0.083 0.020 0A7 2.28 69 33 0.23 6.70 0.78 1.20 0,00 1.20 0.00 100 8.00 Curb 0.020 0.083 0.020 0,21 4.26 Line No. Inlet ID Drng Area (ac) I Inlet (inthr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) 0 Capt lots) Q Byp (cis) Inlet Eff Curb Len (ft) Junct Type Gutter Slope (Rift) Cross SI, Sw (ft/ft) Cross SI, Sx (ftift) Gutter Depth (ft) Gutter Spread (ft) 70 34 0.16 6.70 0.80 0.86 OM 0.85 UO 100 UO Curb 0,022 0.083 0.020 0.19 2.96 71 35 0,13 6.70 0.78 048 OM 0,68 0.00 100 6.00 Curb 0.022 0,083 0.020 0,17 2.21 72 34A 0.09 6.70 0.55 0.33 0.00 0.30 0.03 90 -1 Dp-Grate 0-025 0.300 0,300 013 2,12 73 33A 0,24 6.70 0.78 1.25 0.00 125 0.00 100 8,00 Curb 0.020 0.083 0.020 0.21 4A1 74 30A 0,35 6.70 0.73 1.71 0,00 1.71 0.00 100 6.00 Curb Sag 0,083 0.020 0.18 2.78 75 30B 0.18 6,70 0-76 0.92 0.00 0.91 0.00 100 6.00 Curb 0,020 0.083 0,020 0.19 3.36 76 30C 0.11 6.70 0.76 0.56, ooi 0,57 0,00 100 6.00 Comb. 0.020 0-083 0.020 0.16 1.97 77 28A 0.24 6.70 0,72 1A6 OM 1,11 0.05 96 8,00 Comb, 0.063 0.083 0,020 0.17 2.26 78 55 0,17 6,70 0.56 0.64 0,00 0.45 0.19 70 Dp-Grate 0100 0.150 0.150 0.11 2.73 79 24A 0,09 .6.70 0.53 0.32 0.00 0,27 0.05 85 Dp-Grate 0.100 0.220 0120 0.08 1.99 80 24B 0.21 6.70 0.54 076 0.16 0,70 0.23 75 capacity of 69.30 efs Op -Grate 0.100 0.250 0.250 0.15 2.46 81 54 018 6.70 0.50 0.60 0.19 0.58 0.21 73 Dp-Grate 0.100 0.200 0,200 013 2.56 82 26A 0.19 6.70 075 0.95 0.05 0.97 0.04 96 6.00 Comb. 0.027 0,083 0,020 0.19 316 83 53 0.17 6.70 0.56 0.64 0.21 0.69 0.16 81 Dp-Grate 0.030 0.300 0-300 0.20 2.59 84 51 0A5 6.70 Me 1.69 0,13 1,56 0.26 85 6,00 Curb 0,020 0.083 0,020 0.24 5.66 85 52 029 6.70 01 1,46 0.00 1.44 0,01 99 o 6.005 Comb. 0.020 0,083 0.020 0-22 4.91 86 SIA 0.15 6-7;0 0.50 0.50 0.00 0.37 0.13 74 Dp-Grate 0.035 0,150 0,150 0.09 2.46 87 25A 033 610 0,81 1.79 0.04 1.78 0.05 97 6,00 Comb. 0,020 0.083 0.020 0.24 5.71 88 62 0.00 0.00 0.00 0.00 J MH ... ---- .... 89 63 0.38 670 0.77 1.96 0.06 1,73 0,23 88 8,00 Curb 0.045 0.683 0.020 0.22 4.51 90 66* 1.25 6,38 030 3-34 0.00 3.34 0.00 100 Dp-Grate Sag 0.300 0.300 0,27 5.79 Z 10 -year storm used in inlet calculation for structure 66 with 0.95 efs from . 11 1. --- ---- , - , -- -- ­­ --- ­­ 'y Ni Runoff Incr existing Pond I added per McGee/Carson calculations. w9L, To i 1)(100) = 6.45 efs + (Dishcharge from existing Pond 1) Stucture 2C -' 00 -Year Storm Event Invert Line Line Line STORM INLET DESIGN COMPUTATIONS No. * 50,28 to EX3. 39.42 from hill district 8.95 efs 1)(100) = 6.45 efs + 3.74 efs (From pond routing by McGee/Carson) = 10.19 cfs Area Coeff as CxA Time Sys STORM DRAIN DESIGN COMPUTATIONS efs added cfs existing calculations. rr LU Length Slope Size Full CD Inflow Information:iz Culvert Report (ac) Invert Elev Dn (ft) = 361.78 Calculations Drainage Area = 2.88 Acres co E --i (cfs) (ft) (ft) Pipe Length (ft) = 38.37 Qmin (cfs) = 10.19 134 3 4 2 4.18 0.34 Slope (%) = 0.62 Qmax (cfs) = 10.19 0 2,82 39.42 00 388.38 86.36 Invert Elev Up (ft) = 362.10 Tailwater Elev (ft) = (dc+D)/2 4 5 3 Z 0.68 0.07 Rise (in) = 18.0 5.0 36.9 2.84 35.22 388.58 390.61 142.77 1.42 Shape = Circular Highlighted 5 6 4 0.09 0,74 0.07 12.33 5.0 Span (in) = 18.0 No. Barrels = I Qtotal(cfs) = 10,19 390.81 1,_ _A 119.63 8.28 24 65.10 6 Qpipe (cfs) = 10.19 0.07 0.74 0.05 12.03 5.0 36.4 n -Value = 0.013 Qovertop (cfs) = 0.00 E .. 4 Z 129.83 10.57 24 EXISTING STORM DRAIN COMPUTATIONS FOR CASCADIA BLOCKS 4-7 7 Culvert Type =Circular Concrete Veloc Dn (ft/s) = 6.04 P4 0.06 11.98 5.0 36.2 2.87 Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 6.14 122,49 9.39 24 69.30 FEE <- 35,12 cfs IWO 8.95 efs FROM STR 43 + 1.91 efs from STR 62 = 45.98 cfs < Pipe capacity of 65.10 cfs <- 34.40 efs + 8.95 FROM STR 43 43,35 cfs < Pipe capacity of 73.53 cfs ll <- 34.37 efs + 8.95 FROM STR 43 = 43.32 efs < Pipe capacity of 69.30 efs Elcv (M Stucture 2C - 100 -Year Storm Event Hw Depth (fu Z Note: All storm drain calculations use a 10 -Year frequency storm. 10 -year storm used in inlet calculation for structure 66 with 0.95 efs from . 11 1. --- ---- , - , -- -- ­­ --- ­­ 'y Ni Runoff Incr existing Pond I added per McGee/Carson calculations. w9L, To i 1)(100) = 6.45 efs + (Dishcharge from existing Pond 1) Stucture 2C -' 00 -Year Storm Event Invert Line Line Line STORM INLET DESIGN COMPUTATIONS No. * 50,28 to EX3. 39.42 from hill district 8.95 efs 1)(100) = 6.45 efs + 3.74 efs (From pond routing by McGee/Carson) = 10.19 cfs Area Coeff CxA CxA Time Sys STORM DRAIN DESIGN COMPUTATIONS efs added cfs existing calculations. Dn LU Length Slope Size Full CD Inflow Information:iz Culvert Report (ac) Invert Elev Dn (ft) = 361.78 Calculations Drainage Area = 2.88 Acres co E --i (cfs) Note: All storm drain calculations use a 10 -Year frequency storm. 1, - . 1(100) = 6.58 in/hr . 11 1. --- ---- , - , -- -- ­­ --- ­­ 'y Drng Runoff Incr Total Inlet To i 1)(100) = 6.45 efs + (Dishcharge from existing Pond 1) Stucture 2C -' 00 -Year Storm Event Invert Line Line Line Capac No. * 50,28 to EX3. 39.42 from hill district 8.95 efs 1)(100) = 6.45 efs + 3.74 efs (From pond routing by McGee/Carson) = 10.19 cfs Area Coeff CxA CxA Time Sys STORM DRAIN DESIGN COMPUTATIONS efs added cfs existing calculations. Dn Up Length Slope Size Full CD �SF`21/ from structure 43 and 1.91 cfs from structure 62. (ac) Invert Elev Dn (ft) = 361.78 Calculations (min) co E --i (cfs) (ft) (ft) Pipe Length (ft) = 38.37 Qmin (cfs) = 10.19 134 3 4 2 4.18 0.34 Slope (%) = 0.62 Qmax (cfs) = 10.19 0 2,82 39.42 00 388.38 86.36 Invert Elev Up (ft) = 362.10 Tailwater Elev (ft) = (dc+D)/2 4 5 3 Z 0.68 0.07 Rise (in) = 18.0 5.0 36.9 2.84 35.22 388.58 390.61 142.77 1.42 Shape = Circular Highlighted 5 6 4 0.09 0,74 0.07 12.33 5.0 Span (in) = 18.0 No. Barrels = I Qtotal(cfs) = 10,19 390.81 1,_ _A 119.63 8.28 24 65.10 6 Qpipe (cfs) = 10.19 0.07 0.74 0.05 12.03 5.0 36.4 n -Value = 0.013 Qovertop (cfs) = 0.00 E .. 4 Z 129.83 10.57 24 EXISTING STORM DRAIN COMPUTATIONS FOR CASCADIA BLOCKS 4-7 7 Culvert Type =Circular Concrete Veloc Dn (ft/s) = 6.04 P4 0.06 11.98 5.0 36.2 2.87 Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 6.14 122,49 9.39 24 69.30 Line Inlet DnStm Drng Runoff Incr Total Inlet To i Flow Invert Invert Line Line Line Capac No. ID Ln No Area Coeff CxA CxA Time Sys Rate Dn Up Length Slope Size Full CD M (ac) (c) (min) (min) (inthr) (cfs) (ft) (ft) (ft) (in) (cfs) 3 4 2 4.18 0.34 1.42 13.96 14.0 37,2 2,82 39.42 386.76 388.38 86.36 1.87 30 5614 4 5 3 0,11 0.68 0.07 12.40 5.0 36.9 2.84 35.22 388.58 390.61 142.77 1.42 30 48.90 5 6 4 0.09 0,74 0.07 12.33 5.0 36,7 2.85 35.12 390.81 400.72 119.63 8.28 24 65.10 6 7 5 0.07 0.74 0.05 12.03 5.0 36.4 2.86 34.40 400.91 414.63 129.83 10.57 24 73.53 7 7A 6 0.09 0.68 0.06 11.98 5.0 36.2 2.87 34.37 414.83 426.33 122,49 9.39 24 69.30 Coeff. K,M,c,Y,k = 0.0098, 2, 0,0398, 0.67, 0.5 HGL Dn (ft) = 363.14 Q.., M W HGL Up (ft) = 363.44 CD M Embankment Hw Elev (ft) = 364.43 1.-4 P4 Top Elevation (ft) = 367.42 Hw/D (ft) = 1.55 Top Width (ft) = 20.00 Flow Regime = Inlet Control <- 39.42 cfs + 8.95 efs FROM STR 43 -F 1.91 efs from STR 62 = 50.28 efs < Pipe capacity of 56.14 efs Crest Width (ft) = 50.00 <- 35.22 cfs + 8.95 cfs FROM STR 43 + 1.91 efs from STR 62 = 46.08 efs < Pipe capacity of 48.90 efs E-, <- 35,12 cfs + 8.95 efs FROM STR 43 + 1.91 efs from STR 62 = 45.98 cfs < Pipe capacity of 65.10 cfs <- 34.40 efs + 8.95 FROM STR 43 43,35 cfs < Pipe capacity of 73.53 cfs <- 34.37 efs + 8.95 FROM STR 43 = 43.32 efs < Pipe capacity of 69.30 efs Elcv (M Stucture 2C - 100 -Year Storm Event Hw Depth (fu I 11 11 IBSEN -00 - __ , . -, -- I --- 1* iIT \ 61 � �I , I , I, , , , � - - _L-:1__ '\ I "� I I zo laq - . \ I,- -1, ---.- - - � , _:_� __� , " __�'L - -, , , ' lu " , I "I � -_ , � /,I \\\ _ N - - ­ - - = - '- � ' - I \\ � / /XT \ - ! �� I I I I I r- - - ::: " \ \ \ \ 'T - = ­ 1_1 - - 71.9 - \ � rr� -_ " / F On�etrinection to I I � I I I I I � - I I \ _ 5 IN ' - . 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PROJECT NO:14.0039 ____ , - ­­' -, -, - - - - / ______._­_ :�7­ ­-, -.=­_==--- _ '___ �' %� ­ �11_ A _� - - - - __ - I/ / _� . -, , "' __ -' 1\ / /&I / � 1\ - ak_RL__Z�__ — ____::�__ ------- - ___ _____ - 1 - -37 — I--- - , '_ . - - _ - r- // I � ------ _____ ___ - __ 1 ' - — — — -- -_ - ___ - (Begin Tr i ___Ilz - , "I" - �� 1';� 3 ____ - ------- __ __11 - - SHEET NO: 25 OF 38 30 0 30 60 90 LM AN MAIN LINE MAIN LINE PLUG END OF�} �FRVI(:F I ATFRAI i IJta�\\I )UT VYE SANITARY SEVER SERVICE LATERAL DETAIL NOT TO SCALE CONDITION 1: DISTANCE FROM BF/GF TO LATERAL INVERT IS MINIMIZED WITH VARIED SLOPE PLUG END OF SFRVII('F I ATFRAI i MAIN LINE PLAN NOT TO SCALE )UT IECTION BY OTHERS Utz CONDITION 2: SLOPE LATERAL 1/411Y TO PROVIDE MINIMUM CLEARANCE FROM UTILITIES, PROVIDE TEE -WYE AND CLEANOUT PLUG END OF SERVICE LATERAL i on Anal ..�Ixakw a 11110 �i1r rvm a NOT TO SCALE )UT JECTION BY OTHERS -WYE CONDITION 3: ROLL CONNECTION AT MAIN TO PROVIDE 0,75' FROM 8" INV. SLOPE 5" LATERAL AT 1/8":V TO PROVIDE MIN CLEARANCE FROM UTILITIES. PROVIDE TEE -WYE AND CLEAN OUT, r Str EX -B to Str P Percent of Pipe: 3.00% Invert In: 4,18.90 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. "" Lat. Notes 147 37.1 420.01 8.3 47.7 109.72% 430.70 432.70 2.00 1 251 70.59 421.02 60 1.2 2.08% 423.85 422.50 -1,35 H Str P Percent of Pipe: 0.00% Invert In: 421.16 ui Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. "a Lat. Notes 148 0 421.16 6.5 57.5 157.08% 431.70 433.70 2.00 1 250 0 421.16 59 1.2 2.08% 422.72 424.50 1.78 2 -H -T Str P to Str Q Percent of Pipe: 6.31% Invert In: 422.16 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat. Notes 149 20.4 423.45 8.8 41.1 87.19% 432.70 434.70 2.00 1 150 42.2 424.82 8.8 39.7 82.92% 433.70 435.70 2.00 1 151 64.5 426.23 8.8 41.9 89.66% 435.70 437.70 2.00 1 152 86.1 427.59 8.8 40.5 85.54% 436.70 438.70 2.00 1 249 49.1 425.26 61 1.2 1 2.08% 428.11 428.50 0.39 H 248 111 429.16 60 1,2 2.08% 431.99 432.40 0.41 H 247 145.5 431.34 60 1.2 2.08% 434.17 435.40 1.23 H 246 245.6 437.66 63 1.2 2.08% 440.55 440.90 0.35 H Str Q Percent of Pipe: 0.00% invert In: 441.17 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. *" Lat. Notes 245 0 441.17 57.5 1.2 2.08% 442,70 442.90 0.20 y 153 0 441.17 7.5 53.7 136.00% 451.70 453.70 2.00 1 Str Q to Str Q1 Percent of Pipe: 11.00% Invert In: 441.37 Lot # Length from Str, Lat Inv, @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. Lat. Notes 154 54.4 441.91 8.5 43,8 96.00% 451.65 453.70 2.05 1 243 108.4 442.45 59 1.2 2.08% 445.26 442.10 -3.16 H 244 37.5 441.75 60 1.2 2.08% 444.57 444.10 -0,47 H Str Q1 Percent of Pipe: 0.00% Invert In: 442.81 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv.* Lat. Notes 155 0 442.81 9 41.0 87.00% 450.97 453.00 2.03 1 156 0 442.81 9 1.2 2,08% 443.33 450.00 6.67 1 242 0 442,81 63 1.2 2,08% 444.45 441.00 -3.45 2, H, T Str N Percent of Pipe: b.00% invert In: 439.00 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat. Notes 157 0 439.00 80 1.2 2,08% 440.99 446.60 5.61 1 158 0 439.00 27 1.2 2.08% 439,89 443.00 3.11 1 Str M1 to Str N Percent of Pipe: 14.15% Invert In: 420,00 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Between BF and Lat. Inv. * Lat. Notes 159 62.6 428,86 19.5 1.2 2.08% 430.01 439.40 9,39 3 160 27 423.82 19.5 5.7 10.00% 427.35 436.40 9.05 2 Str EX-A7C to Str EX -A8 Percent of Pipe: 0.54% Invert in: 394.19 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat. Notes 161 120.8 394.84 43 29.1 55.60% 420,33 422.30 1.97 - 1 162 80,6 394.63 23.7 40.9 86.70% 416.75 418.70 1.95 1 Str EX-A7B to Str EX-A7C Percent of Pipe: 2.03% Invert in: 393.27 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. "' Lat. Notes 163 27,1 393.82 16.7 46.0 103.50% 412.68 414.70 2.02 1 Str EX-A7B Percent of Pipe: 0.00% Invert In: 393.27 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat. Notes 164 0 393.27 7.2 65.1 215.28% 409.10 411.10 2.00 1 Str EX-A7A to Str EX -A713 Percent of Pipe: 0.43% Invert In: 392.15 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope CA) Lat, Inv. End Basement Floor Diff. Between BF and Lat. Inv. ** Lat. Notes 165 '185.8 392.95 9.3 51.2 124.420/. 406.10 408.10 2.00 1 166 138.2 392.74 9.3 47.6 109.42% 404.50 406.50 2.00 1 167 95.6 392.56 9.3 41.9 89.88% 402.50 404.50 2.00 1 Str DH -G to Str EX-A7A Percent of Pipe: 0.65% Invert In: 391.40 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. * Lat. Notes 169 61.5 391.80 17.46 24.9 46.50% 401.50 403.50 2.00 1 Str EX-A7A Percent of Pipe: 0.00% Invert In: 392.15 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. " Lat. Notes 168 0 392.15 12 39.3 81.80% 402.30 404.30 2.00 1 Str DH -G Percent of Pipe: 0.00% invert In: 391.40 Lot # Length from Str. Lat Inv. QMain Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff, Between BF and Lat. Inv. "* Lat. Notes 170 0 391.40 8 49.5 117.13% 401,10 403.10 2.00 1 Str EX -A7 to Str II Percent of Pipe: 0.65% Invert In: 389.67 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. '* Lat. Notes 171 207.9 391.02 16 26.0 48.74% 400.40 402.40 2.00 1 172 148 390.63 16 20.8 38.05% 398.30 400.30 2.00 1 173 100.3 390.32 10 11.8 20.98% 394.00 396.00 2.00 1 198 22.1 389.79 55 1,2 2.08% 391.69 401.20 9.51 3, T �. ° 200 74.6 _ 390.15 57 1.2 2.083/o 392.92 404.40 11.48 2 201 95.8 390.29 56.5 1.2 2.08% 393.05 406.40 13.35 2 202 130.3 390.52 56 1.2 2.08% 393.26 407.40 14.14 2 203 156 390.68 56.2 1.2 2.08% 393.43 409.90 16.47 2 204 180.5 390.84 56.2 1.2 2.08% 393.59 411.90 18.31 2 205 203.5 390.99 56.2 1.2 2.08% 393.74 411.90 18.16 2 Str EX -A7 Percent of Pipe: 0.00% Invert In: 389.67 Lot # Length from Str. Lat Inv. @Main Lat, Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. Lat, Notes v, 9 ° ° 197 0 389.67 55 0.6 3.306/o 393.05 399.70 6.25 2 Str EX -A6 to Str EX -A7 Percent of Pipe: 0.42% Invert In: 389.19 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. *" Lat, Notes 176 38.1 389.35 9 1.2 2.08% 391.12 388.00 -3.12 H 195 26.1 389.30 51.3 1.6 3.80% 392.83 397.40 4.57 2 196 65.3 389.46 51.7 1.9 6.00% 392.56 398.70 6.14 1, T Str EX -A6 Percent of Pipe: 0.00% Invert In: 389.19 Lot # Length from Str. Lat Inv. @Main Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv.** Lat. Notes 177 0 389.19 10.7 1.2 2.08% 389.74 385.70 -4.04 H 178 0 389.19 8 1.2 2.08% 389.69 384.80 -4.89 H Str EX -A5 to Str EX -A6 Percent of Pipe: 0.42% Invert In: 388.35 Lot # Length from Str. Lat Inv. QMain Lat. Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. Lat. Notes 190 4.4 388.37 49.8 1.2 2.08% 390.98 395.20 4.22 2, T 4 0 1 ° NL�9� 9 ti Y= 192 122.1 388.86 51.3 1.7 3.00% 391.15 395.40 4.25 3 193 136.6 388.92 51.3 1.7 4.00% 392.55 395.40 2,85 2 Str EX -A5 Percent of Pipe: 0.00% IN Invert In: 388.35 Lot # Length from Str. Lat Inv. @Main Lat. Dist ce Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. "" Lat, Notes '179 0 388.35 13.1 1.2 2.08% 388.96 383.90 -5.06 H 180 0 388.35 1 .2 1.2 2.08% 388.89 384.90 -3.99 H Str EX -A4 to Str II Percent of Pipe: 0.44% Invert In: 387.79 Lot # Length from Str. Lat Inv. @Main at. (Distance Slope (degrees) Slope (%) Lat. Inv. End Basement Floor Diff. Between BF and Lat. Inv. ' Lat. Notes 181 11.5 387.84 11.1 1.2 2.08% 389.65 385.50 -4.15 H 188 43.2 387.98 51.1 1.2 2.08% 390.46 396.20 4.25 2 189 78.4 388.13 50.5 1.2 2.08% 390.77 395.20 4.43 2 1 112 Y)No. 33028 �S UONAL ��e M t w m r as R LU i ui + S 0 M t w " r as R i M INDEX TITLE: SHEET O I& OF 38 DATE:0/18/159 r + • -,t JJ a -r } J .. } INDEX TITLE: SHEET O I& OF 38 DATE:0/18/159 r + • -,t a -r INDEX TITLE: SHEET O I& OF 38 DATE:0/18/159