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HomeMy WebLinkAboutPublic Utility Plan Z O l_ F ITV? U - - - - - - - - - -LullOHF w - - ° o m r �s ss - - s ss ss ss �W USTICK RD_ ss ss ss ss� ss ss ss - -ss OHP - - - ss - - - ss - - - — ® c� c�, �i O EF � O %Y Q T T T • T T T T o T T T — T X -- TN _ ,T T + T T •• T > CD �_ (D -- --- -- -- -- -- -- -- 0-1 — — — 10' PATHWAY — — — � \ 10' PATHWAY m��"'j�� ° ° o z - - I - - - �I - I \ — — A x SSMH 44 SSMH 40 \ \ m F 41_4� x f f SSMH a \ � � � f 13 I � o t� & I. I x \ PP42 � ? ^1 � _ / �V m � w � w wAw- Irw> SS > ss SS ISSMH 39 \ M Z OSSMH 43 SSMH 42 SSMH 38 3 8' PATHWAY ® 5-� 3 x BLOCK 01 c DFIEI YL 65 4 3 3— BIKE RACKS \ H SSMH 45 � SSMH 41 ¢ M \ \ O Z5 �� 2 10' PATHWAY ; cn Z N N \ \ PP-42 O w , I � PL W W w 'ham W W W W W 25 W y3 W a W M \ \ W W MCHURTREY ST /�/� W v� Z SSMH 35 > ss > > ss > ss- SSMH 3 \ 3 SSMH 34 SSMH 33 - SSMH 32 — OCK PARK AND RIDE LOT \ W __ _ _ _ _ 1C x \ \ w 71 41 10 1 \ rn m 40 \�� 13 12 1 10 9 I SSMH 4 SHEET INDEX ?. y j � I I 39 g 1 1 9 9 w \ yy 00 NTS O cn 0 o 1 o,� w �• 38 7 — — O — — o \ x w BLOCK 02 g _ BLOCK 28 a a - - - 1C - - - - - w 8 N SSMH 5 J Oo� -- > ^ N rn BLOCK 18 5 m + - - - - - - - ¢ N 7 I o DOG PARK \ z CIO N 7 c> A N \ O o Q 35 4 PI PI PI m BLOCK 05 -J z a B OCK 0 6 \ \ z w o 34 3 6 SSMH 6 2 3 4 5 6 7 8 9 0 11 o \\ o = 33 > 5 � I � 5 ' ¢ 5' PATHWAY 32 ¢ C 4 W \ ALLEY (PUBLIC) �, 4 I N 5' PATHWAY \\ _ _ z SSMH 50 SSMH 49 Q Q m a 3 I 3 31 SSMH 36 7 11 2 C \ A 30 16 I 2 3 41 4 2 29 3 SSMH 46�� P` PI 2S 1 C w LEGEND 28 _ W ti5 SSMH 7 — — PROPERTY BOUNDARY LINE 14 w w w w N 27 13 s 2s3 W BOWMILLS DR 2s3> ��� �, - — — — _ = EXISTING LOT LINE SSMH 48 > ss >� SSMH 47 26 12 w EXISTING EASEMENT LINE I Pi PI PI X EXISTING BARB WIRE FENCE LINE z 25 11 I O TOT LOT 8 IRR EXISTING IRRIGATION � 24BLOC ?s38 LOCK 1 ? a _�—_I SSMH 8 P EXISTING POWER LINE v 2 3 4 5 �I 8 9 0 11 12 3C 7 I ss EXISTING SANITARY SEWER LINE w 23 T EXISTING CABLE TV PER UTILITY MAP 22 5' PATHWAY 6 N SSMH 9EXISTING LINE °If _ ¢ EP W EXISTING EDGE ROF PAVEMENT 2 Q _ a BLOCK 08 I I• 20 6 z_ - ALLEY (PUBLIC)— - 5 c EG SSMH 51 EXISTING EDGE OF GRAVEL m I Of �SMH 54 SSMH 53 EXISTING STORM PIPE 9 5 C)3� SSMH 10 PROPOSED LOT LINE w w 5' PATHWAY 4 I PROPOSED RIGHT-OF-WAY o 0 18 z s I I LOCK 1 I� a N - PROPOSED ROAD CENTERLINE w 17 3 3 2 3 4 5 6 7 8 9 10 11 12 13 14 5C �, 10' PATHWAY PROPOSED 3" ROLLED CURB a a � " � 16 I 2 I I PROPOSED 6" VERTICAL CURB & GUTTER FL N N o w SSMH 37 SSMH 52 2 PROPOSED 6" VERTICAL CURB (NOT GUTTER) rn oD a PI I PI—1 PI PI I PI M N � A PROPOSED 5' SIDEWALK o o o Fw 5C W W w w i W w w w > 8"ss PROPOSED 8" SANITARY SEWER , ti SSMH 55 W FAIRBOROUGH DR > o SSMH 57- ss S� 56 > s > ss > ss 3 ss > SS SSMH 11 > �O"ss PROPOSED 10" SANITARY SEWER n - I W PROPOSED POTABLE WATER N 14 SSMH 58 3 PI PI PI PI 12"w PROPOSED 12" POTABLE WATER �Il 23 r� PROPOSED GRAVITY IRRIGATION 10 12 N I I BLOCK 21 a PI PROPOSED PRESSURE IRRIGATION Z C 2 3 4 II 6 7 9 10 1C (A Q 0 13 1 1 3 I h a 22 \ \ PROPOSED EDGE OF PAVEMENT O �i 5' PATHWAY \ \ so PROPOSED STORM PIPE Q 9 3 A 3 FI w 2 \ \ \ PROPOSED SEEPAGE BED Z 0 3 ' _ ¢ ® PROPOSED SAND AND GREASE TRAP 0 Q 12 > ~GALLEY PRIVATE _ SSMH 70 w I \ \ CD — �¢ SSMH 67 -- ) SSMH 64 I SSMH 12 \ \ PROPOSED STORM MANHOLE Z � 3 20 ¢ SSMH 66 \ \ m PROPOSED STORM CATCH BASIN — \ mm 3 8 14 ® PROPOSED GRAVITY IRRIGATION BOX / O v� 19 \ \ w U 11 "Z �; \ \ PROPOSED GRAVITY IRRIGATION MANHOLE w Q Z I BLOCK Q 9 10 11 12 13 4 15 16 18 A \ \ e PROPOSED FIRE HYDRANT � 3 7 5 Z SSMH 65 — — N 0s PROPOSED SANITARY MANHOLE ! ^� Q A a• 5' PATHWAY j \ \ N AVEWNO WAY STREET NAME V � 10 17 SSMH 13,' \ \ o 3 ■ - - - - I �� — \ \ PROPOSED STREET LIGHT i MATCHLINE SSMH 59 - - - - - - �� SSMH 78 Ir ® TEST PIT/MONITORING WELL W V Q SEE SHEET PP-4.2 3 BLOCK 09 z MAILBOX � a_ 9 ��s SSMH 14 2 3 I BLOCK 10 SIGN SSMH 79 12C i \ BLOCK 4 BLOCK NUMBER 3 5 16 8In 3 I�II I I I 2 I 3 I 4 I 5 I 6 I 7 8 2s4 9 I 10 �/� SSMH 80 3 I I I I I I I I I SINGLE-FAMILY LOT NUMBER V / Z 015C COMMON LOT NUMBER Z CD 8 3 BLOCK 07 SSMH 15 � � — Z 4 17 N W\ / ®Q MONUMENTS C Q �3 7 1 C w C 2s42 L �I \ w 3 _ 0 3 U � � ss 7 I I ti \� w 25 — w w w w 542 w w w / 13 Ld W 253 -SSMH 71 SSMH 73 SSMH 74 / (n A 3 W ss -< ss < m < < z N 3 6 �� , 3 SSMH 72 SSMH 75 / w \\� 14 v, SSMH 76 / SSMH 16 � 6 A N 3 1� II 13 \ 2 19 I d� SSMH 81 )) ) Q i 25 1 5 W �, 4 5 6 7 8 11 12 111 DATE: SCALE: SSMH 60 i ry /a \\ zy 15C 04/18/2025 1" = 80' 5 J SSMH 82 \ \SSMH 77 it � ' 4 \ \ DESIGN: DRAWN: /SS\�6\\S� w a �M ///I 68 4 , �, � / i SSMH 83 / — \ '�`. FEET JEB PDL 80 0 40 80 160 JOB NO.: FILE NAME: Q i Ln GRAPHIC SCALE REF. PP-4.1 w 1 inch = 80 ft. Horizontal NO.: i NOES 7 OF 19 Z O � N D y Iu i it, I � 0. 22 �\ �\ IL zo C\ � p yJ7 � w A I I I v Z - yy O 5 3 \ \ OLd 9 3 , 21 U m 3 w o 12 SSMH 67 SSMH 70 SSMH 64 I SSMH 12 \ � \ cV , 20 I �O P Z w 3 SSMH 66 �O o �� S� �� Q 3 8 14 o o 19 �9i ��1 Q 11 N 3 2 ~ I BLOCK 9 10 11 12 13 4 15 16 \ �z 3 rx 7 5 I SSMH 65 — 18 N �\ � \ MATCHLINE 10 A 17IL J N� � F SEE SHEET PP-4� 3 -- — :SMH 131 z SSMH 59 — — — — SSMH 78 0 r�//�� & V II \ %_ W r BLOCK 09 > �� 9 3 2S3g5' PATHWAY 5' PATHWAY PICKLEBALL COURTS SSMH 14 2 SSMH 79� 3 I I BLOCK 10 \\ �`2 / 5 16 I 12C i u c� W f Y 8 3 I I I 2 1 3 1 4 I 5 I 6 I 7 8 2s4 g 1 10 p a a x � � O > 8 �: z BLOCK 07 SSMH H A o 4 17 N 3 7 5' PATHWAY 1 C rw\w C 2542 / Z U \ ASS z 10' PATHWAY 3 13 �' ® (0 v 7 I SHADE \ ti5 p w 251 W W w W2542 w _ w 253 STRUCTURE SSMH 71 Q W CROSSRIDGE ST SSMH 73 SSMH �� W NI 3 A 3 6 w �: SSMH 72 ss �� < ss _< <y / PP-�,$ � SSMH 75 nI�Jn�JnI � . fl f nn POOL 14 6 3 TOT LOT SSMH 16 13 �Q SSMH A f f d� 3 - 25gp.., I 5 ' 2 19 SSMH 81 \�\ I 4 5 6 7 8 11 12 '� SSMH 60 `CLUBHOUSE N 5 5 \\\\SSMH 15C a o 0 C �• J SSMH 82 SSMH 61� W a -W_ W 4 / ¢ SSMH 68 4 � 00 w N rn M SSMH 63 W DUMONT ST *-SSMH 69 SSM�3 pl- \ os /�/ SHEETT INDEX U M o 3 w 84 BLOCK 15 9ly , PC 0 00 SS MH ly EXISTING LIFT STATION L �O 0 4 3 u`^ ' 1C 5' PATHWAY TO BE ABANDONED Q BLOCK 18 f f 3 MAILBOX �> 10' PATHWAY SSMH 85 19 �18 17 16 15 14 y> \ o / s5 0 o rn / \ CLUSTER 1C 11 \III 3 ! 20 TRICIA'S CROSSING <Z 2 \ SSMH 17 `y� o Q co M SSMH 86 SUBDIVISION BK 90 PGS 10615-10617 z o 10' PATHWAY S 2 w -w w w w 52C rn ss W —SSMH 100 W AURA DR CSSMH 101 EX SSMH 1 0 C SSMH 99 sa 7 SSMH 9T8 12"W 12 W 2s42 12" 19 w ?54 ss + Z W DEERING DR SSMH 87 10' PATHWAY 1C � 53 � � m � 3 2541 � ¢ ¢ � � 9 12 � 51 � 3 SSMHPi 18 9 f l f 14 3 SSMH 88 N; 10' PATHWAY ���� i �' _- - rL 3 BLOCK 34 SSMH 9� f - - 3 LEGEND 33 35 h I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 8 SSMH 89 10 c 3 11 - - PROPERTY BOUNDARY LINE 32 N 5' PATHWAY 2542 3 Ak 50 - EXISTING LOT LINE 1 EXISTING EASEMENT LINE BLOCK 14 SSMH 90 X EXISTING BARB WIRE FENCE LINE Z W CARMIN CT w25 —w w 3 ALLEY (PUBLIC)_ SSMH 20 N o IRR EXISTING IRRIGATION 07 11 10 16 - - �s ss SSMH 111 SSMH 110 SSMH 109 SSMH 108 N SSMH 105 3 P EXISTING POWER LINE o' SSMH 113 SSMH 112 5' PATHWAY 5' PATHWAY I can 3 ss EXISTING SANITARY SEWER LINE w - - - T BLOC 31 I — — — — EXISTING CABLE TV PER UTILITY MAP BLOCK 2 < 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 1 SSMH 21 I 3 — — BL K 11 W EXISTING WATER LINE < I 5' PATHWAY 3 49 EP 31 30 � 3 BLOCK 12 EXISTING EDGE OF PAVEMENT 6 SSMH 106 8 43 17 EG EXISTING EDGE OF GRAVEL a o N I EXISTING STORM PIPE Z fl f Z z / 3' HP � 3 - - PROPOSED LOT LINE w w m 29C 5' PATHWAY 3 co 7 NE-F- SSA 5' PATHWAY r BLOCK 13 3 - - - - — — PROPOSED RIGHT-OF-WAY o o C 5 3 5 13 7 SSMH 102 _ PROPOSED ROAD CENTERLINE 3 _pII I I v v Q I I 1 w e I 18 PROPOSED 3" ROLLED CURB I Ln o 0 0 PROPOSED 6 VERTICAL CURB & GUTTER N N N w 3 4 u Q Ns - - }¢FL N 48 PROPOSED 6" VERTICAL CURB (NOT GUTTER) \ \ \ o 26 1 27 28 1 1 12 11 10 9 8 7 6 5 4 m i 4 14 6 ? I PROPOSED 5' SIDEWALK o o 25 I 1 z Q= / I a 8"ss PROPOSED 8" SANITARY SEWER , i? � > 10"ss PROPOSED 10" SANITARY SEWER %__ - w PROPOSED POTABLE WATER N 3 �¢ 1 3 I�e oW VJ o w W W w w w w w 4 w w o I SSMH 91 3 15 p 5 - - m I 12"W PROPOSED 12" POTABLE WATER 2s4 Z I z PROPOSED GRAVITY IRRIGATION z SSMH 121 SSMH 118 W EVENTIDE ST C, ss SSMH 1 o ss SS ss SSMH 116 ' I N �\\ N I 47 PROPOSED PRESSURE IRRIGATION N SSMH 119 SSMH 115 r 20 A I PROPOSED EDGE OF PAVEMENT Q U 23 Q f f l 3 - 3 > 2 2 `� 3 2 16 N I 4 so PROPOSED STORM PIPE Q = Q IZ� — — Q I I 5' PATHWAY I 3 _ PROPOSED SEEPAGE BED Z _ 3 14 15 16 17 I 1 18 19 20 1 I — — PROPOSED SAND AND GREASE TRAP I ICL ® (� Q Im 22 3 II I 1 cn 3 I 21 PROPOSED STORM MANHOLE SSMH 120 w BLOCK 30 � z Z >' 7 I I " • W W W W W W e 3 o Q N w a I I 17 3 PROPOSED STORM CATCH BASIN \ O II 1 N <5 W BELLE MEAD DR ,� I I `� _ _ 3 Q PROPOSED GRAVITY IRRIGATION BOX SSMH 128 m II z SSMH 22 I 3 TOT LOT I I I 46 Ld Q U z 21 O I I SSMH 114 SS s ss 1C I 3 Q PROPOSED GRAVITY IRRIGATION MANHOLE W Q LLI v I I I I I rR PROPOSED FIRE HYDRANT m Z II I tl o II I 1 1 22 3 z Q f3 11 11 10 9 8 7 1 1 5 4 3 2 3 1 1 18 I PROPOSED SANITARY MANHOLE 1 1 I 13 A - - N AVELLINO WAY STREET NAME V 0 20 SSMH 127 N 1I SSMH 122 SSMHIl23 SSMH 92 1 v� - - - PROPOSED STREET LIGHT Z �r� � / I �I 3 SSMH 103 LEI \.J m ® TEST PIT/MONITORING WELL 7 ~ SSMH 24 W w w w '" '" w w 45 MAILBOX Q SSMH 126-W w _ w w w w v w w w SSMH 93 W RIDGESIDE ST 2 54 SSMH i24 SIGN W RIDGESIDE ST�2 I r� / EC SSMH 94 3 BLOCK 4 BLOCK NUMBER � 19 SSMH 129 r I ss < ss < ss SSMH 125 SS _ s * a SS a > ss SSMH 123 o i C 3 SSMH 25 10 SINGLE-FAMILY LOT NUMBER Q z H 2542 015C COMMON LOT NUMBER Z CD 18 Z SSMH 130 BLOCK 29 ek \ 10' PATHWAY y 34 / BLOCK 1 SSMH 104 Q ti 36 37 38 39 40 41 42 ®� MONUMENTS C Q N 15 8 7 6 \ I a / 35 44 4 / 10' PATHWAY 5' PATHWAY NMID PRESSURE IRRIGATION W W 17 a 5' PATHWAY PUMP STATION (77 N 14' PATHWAY CD w - — — - - - I P ---------- .aP `SSMH 26 =3 12"GICD < Z N - - /y MATCHLINE ,� To ,� ,� T ,� DATE: SCALE: Q SSMH 27 T TOP TOP TOP TOP TOP TOP SEE SHEET PP-4.3 — -- — -- ------------ ----- ------ o4/1s/2o2J— co 1" = so' I SSMH 28 I DESIGN: DRAWN: o `A BLOCK 11 FEET JEB PDL 0 3 I I 25 24 23 22 21 20 9 18 17 I I 3 2 80 0 40 80 160 JOB NO.: FILE NAME: N a I 27 I 26 16 I I 8066 8066-DS-S-ENG-PP II 28 GRAPHIC SCALE 80 ft. Horizontal NO : PP-4.2 i NOES 8 OF 19 Z O � N o � b0, Ld 3 I I u 4m SSMH 92 v, � — — A SSMH 23 � — o o 122 3 SSMH 103 ��1 Q d , I 111ii rSSMH 24 SSMH 93 54 W W w w2y4 w w 2V� w w 45 0 3 SSMH 94 ss < ss < Ss < ss < <� 3 SSMH 25 / - - � Z BLOCK 1 SSMH 104 N f z r� y 34 / I � r•I W 35 36 37 38 39 40 41 42 44 Z 4 m t7 W l�5 Z � _ P/ I P -� 3 --------------- -------------- -------------- ------------- y O > MATCHLINESS�H ---- --12"GI -- a ^rz�rX �x <x 'f2 GI X < X 1 GI X < X 12' I X -'��x SEE SHEET PP-4.2-N^ - U F z ra rae ra TOP ra r� TO ra me raE me ra rae rce ra me rae roe Z Z SSMH 27- T TOP TOP `TOP TOP TOP TOP \ V I I I 3 14' PATHWAY \ �% Z 14' PATHWAY \ Z SSMH 28 I \ 1 f� re I BLOCK 11 sg BLOCK 25 \ W 3 I I I 2 I 1 1 1 1 1 ` -2sd. n n�nnnn Z a I 27 I 26 25 24 23 22 21 20 19 18 17 3 I 2 1 3 1 4 I 5 1 6 I 7 ° u Z 16 I I I 28 ' 2S 5' PATHWAY 5' PATHWAY v+ o 1 SSMH III- -- SSMH 156 48 ss 0 o w- N w w w w w w w� \w w w w w w �,�W SSMH 159 y W N SSMH 17E 25 W CLASSIC DR 2 s w �I �4� ��% SHEET INDEX Z J Q9 , SSMH 153 W CLASSIC DR co SSMH 174 SSMH 161� ` < ~ <SMH 162 ~� �SMH 163 SSMH 164 a 2s / / SSMH 155��SMH 154> �Ss > — �Sa ` a'SSMH 158 NTS O 00 o SSMH 160 3 — r II O N 30 a SSMH 165 yC'^ / I d 0000 14 I Q .o v - - r 3 2 3 I I 5 6 I 2 22 N SHADE I I I I I 13 1 I o Q 00 6 7 8 12 G_0o� 1 BLOCK 11 I I A 3 I s ucTURE 5 I I I I I 1 0 w 31 S' PATH 3 I � Z i a rn 3 3 I I fj SSMH 166 rN• ` � O o Pi "7 3 3 21 15 — — � SSMH 167 JPI PI 10' PATHWAY I �` J r. I — r BLOCK 23 I l 0 / li uj > 1 \ I z 32 I SSMH 168 /y BLOCK 11 Q BLOCK 26 J J m Q a 11 10 i 9 8 Z I 4 ' \ 14 1 13 1 2 I 11 1 0 1 10 / 9Jill I I III 0 5' PATHWAY SSMH 173 O a 5C I 1 I a - - __1, A) j�/ � � PATHWAY W W W W W w W W W 20 W CHARLES DR I ti5 SSMH 133iy ssMH 1ss _ LEGEND SSMH 29 < ss SSMH 131 � ~< SSMH 132 ��� / w 25a w PROPERTY BOUNDARY LINE / ���� W CHARLES DR SSMH 172 o SSMH 14a a 3 SSMH 170� ss ss <� ss �� 8 - EXISTING LOT LINE --- SSMH 134 SSMH 171 SSMH 146 SSMH 147 r 1 19 � — — SSMH 149 � I - — — — — — — — — - EXISTING EASEMENT LINE — — I 6 vNi a I I I \ r - - 7 3 / 3 TURNBERRY X EXISTING BARB WIRE FENCE LINE Z 1 0 22 21 I I I 20 19 SSMH 135' ly�q / / / I SSMH 150 G t# SUBDIVISION N0. 2 IRR EXISTING IRRIGATION 3 I I I \ 7 I I I I BK 81 PGS 8835-8836 P EXISTING POWER LINE 0 S 18 va'i 9 11 I 3 16 15 cn 17 7 A ss EXISTING SANITARY SEWER LINE o 5' PATHWA \TO / BLOCK 24 I < 1 T EXISTING CABLE TV PER UTILITY MAP 6 a — / 5' PATHWAY !'p�2 r= a W EXISTING WATER LINE — — 8 2 3 EP EXISTING EDGE OF PAVEMENT 18 a 4 a 8 12 I EG EXISTING EDGE OF GRAVEL 6 EXISTING STORM PIPE 3 r 5 Q o I z e N A - - PROPOSED LOT LINE w w A tD 2 ~ a 17 9 I - - PROPOSED RIGHT-OF-WAY o o r z Z \\� I I I I � I 10 11 12 13 z / r I _ C I PROPOSED ROAD CENTERLINE W a gal 2 3 I I I I I Q1 BLOCK 22 v Z` BLOCK 27 / a 7 13 w I N PROPOSED 3" ROLLED CURB 0 4 16 I of 5 0 o N Z I 4 U; PROPOSED 6" VERTICAL CURB & GUTTER N N Uj c \ 0 PROPOSED 6" VERTICAL CURB NOT GUTTER 00 rn a 10' PATHWAY A 3 - / w a A J 14' PATHWAY I ( ) 0 / SSMH 136 \W_ yy yy �, �„ — . w w A PROPOSED 5' SIDEWALK o 0 Q 3 W W W W— - W RAVENSCROFT DR- z > SSMH 176Of �� _Q SSMH 18�1 5 > a"ss PROPOSED 8" SANITARY SEWER u < ss < 15 SSMH 137�SSMH 138 s < ��`'s < SSMH 139 6 14 s � N � W 3 - > 1O"ss PROPOSED 10" SANITARY SEWER oar, 1 3 SSMH 182 5' PATHWAY / — — — — 3 SSMH 151 I 4 ABLE WATER N l l _ 8' PATHWAY \�y 6 / 3 25C PROPOSED 0 1 1 a 3 1 2"w W PROPOSED 12" POTABLE WATER N SSMH 183 \ \ SSMH 30 `� 3 14 SSMH 190 BLOCK 35 N PROPOSED GRAVITY IRRIGATION 2 ss / 1 T 3 24 26 `� N I PROPOSED PRESSURE IRRIGATION z y'S,\ 7 / 13 I r� 5 15 3 3 N N A PROPOSED EDGE OF PAVEMENT < U w ' c� a I 3 A _N A POOL o � � so PROPOSED STORM PIPE a m \� 2S� J — — — — ' o Q 1C l A I PROPOSED SEEPAGE BED LL 7 Q W W S W 3 J ® ss 8 v I 3 vyi 3 - - i L — Q ®' „ Z 23 27 f f I ® PROPOSED SAND AND GREASE TRAP O a - MAILBOX I r 4 16 2 ®o PROPOSED STORM MANHOLE Z o W SAINT GARDENS ST SHADE I CLUSTER 9 Z 1 f 3 A PROPOSED STORM CATCH BASIN — \— STRUCTURE / A PROPOSED GRAVITY IRRIGATION BOX � U =!n� — — — Q PROPOSED GRAVITY IRRIGATION MANHOLE w Q U z ' TOT LOT PI — — — Q L 5' PATHWAY 10 pi 5' PATHWAY 3 _ N 3 " W r>� PROPOSED FIRE HYDRANT z m Q \ I 5' PATHWAY W W w PROPOSED SANITARY MANHOLE Q 2 ; BLOCK 33 1 I 3' SSMH 184 r a 21 28 '^ I W TOURNAMENT DR N AVEWNO WAY STREET NAME V �0 6 I 3 5 I PROPOSED STREET LIGHT z o A 2 3 4 1 11 - - �3 A n - - - - T - W 0 m co — 3 A� 12 I 3 — — 2 17 - — — ® TEST PIT/MONITORING WELL ff / _ SSMH 152 MAILBOX Z — — 3 SSMH 177LLI C ' �y 20 3 3I SIGN z I 29 BLOCK 4 BLOCK NUMBER ^ z 10' PATHWAY SSMH 191 \W SSMH 189� _ SSMH 140 _ 37 I 10 SINGLE-FAMILY LOT NUMBER Q a- ^ � SSMH 178 W W 2 W 44 �� 13 SSMH 185 W AVENDEL DR y C SSMH 192 w w w w— / SSMH 144 r� f N SSMH 179 :SSMH SSMH 194 SSMH 193� ��\g — — SSMH 141— 4' PATHWAY ®15C COMMON LOT NUMBER z C �, f ss w W sy��� W AVENDEL DR z5 �� \ — z < Sa ss MONUMENTS � a \SSMH 18� �< SSMH 188 SSMH 142 SSMH 143 � � � w,I I 14 \ 19 30 3 C 38 J w a y W � iv I I / BLOCK 32 / SSMH 145 (n N SSMH 31 I E. / 5 6 7 8 I 9 1 0 \\ / I I 1 1 BLOCK 32 I \ 36 I 15 16 17 1 33 34 1 A z 11 I I 18 31 I I 35 I I BURLINGAME 2545 SUBDIVISION \ >_ OHP Q 2 25 BK 120 PGS 18766-18768 DATE: SCALE: 0pf> 1 I 04/18/2025 1" = 80' ® l DESIGN: DRAWN: CD 03 FEET JEB PDL 0 80 0 40 80 160 JOB NO.: FILE NAME: N 8066 8066-DS-S-ENG-PP i cn GRAPHIC SCALE REF. PP-4.3 w 1 inch = 80 ft. Horizontal (NO.: i NOES 9 OF 19 z 0 L N z N N CO Z iT " d =• b oo N � w N j �00 N N ¢ mao ^ O U-) On ' N 00 ni 0) 00 N I O N o 0' n N a 00 a0 ao o p CD 00 N +CDz� N a? Ln Ln04 N M N N AZ NC14 Z2545 oNN O cD = N O 2545 W 0 O ) NM N +O F, ZO + N 00 o 04 N + + C= +M + 000o 00 N � +MO II o wrQao II M 0 + Zp p 00 + NNM N N cD OcDed N CD Z Z II � +M nnao o V) N C +M o N o N M — v^ V) Qn —_ -0 n n ot� 00 0 0� �� 000000 N v7v7� ao0000 nn� 000 cn 11--II � = 0 �n U) 000 F-mPROPOSE GRADE (n (n� 00 00 0o ao �ao ao n cn V) n E ao 00 Cn Cn o- ao 00 2540 U) U)0. 0000 @ WER a �— — — 2540 _ _ _ _ _ - - - - - - - ww — — — — — — — — — Z LU •.� J / \ - - - - — - - - - - - - - - - - — - - EXISTI G GRADE 7 Q �` W 2535 0 SEXR 2535 Q Z W � m Z W W � x H x K 2530 2530 Z 'J Z N O5 2525 2525 i V � W • 0 @ 0% a 0 0 J 2520 1 55 L.F. 8" PVC 113 L.F. 8" PVC @ 0.40%-12520 UJ � I C .4 55 L.F. 8" PVC z co 1 L. . 8 @ ° @ 0.40% @ 0.40% U)CO Cj o 110 L.F. 8 PVC @ 0.40% 57 L.F. 8" PVC 57 L.F. 8" PVC 0 Of 0 o @ 0.40% @ 0.40% _ oo00 25159 10 11 12 13 14 15 16 17 18 19 20 21 22 23 23 515ftwo <0 Z I N DAYSPRING WAY Q pco o HORIZONTAL SCALE: 1" = 50' z w a VERTICAL SCALE: 1" = 5' N 2550 — O �� Z 2550 0 o LU v�- + LU v CM o w w N 2 I M Oo N N M N M N v^ N NM V) WN co ZCC N O MI— U) NF- rn N N N N O M 11 _ N vJ cV N II L, u+ +O Z p `N M II II 00 04 (V 00 N N Q I C4Njj M +OZZ O M N I I NON I I Q Q 2545 = Z Z N N j j — II II 2545 II — 2 Z Z N M cD O O O w w � Q� II N » > aiZ O oiZ Z LU N U)af 00 00 N - Q I, Z Z Z i j 00 M O (A I U) U) co co N ; = N`ce „ z z EXISTI G GRADE _ `" z z = V) V)af 00 00 Lr) @SEWER U)) U))�00 00 U — — — — — — — — — — Q �I r � - - - - - - - - - - 2540 2540 --7?7--�------� I---------- PROPOSED GR E @ SEWER z 0 2535 2535 U (n W 2530 2530 W W 0] m m M m N O O U 2525 2525 I 1 VC @ 0.40 0 0 o w N N N 00 CY) CDQ N � 40 L.F. 8" PVC 49 L.F. 8" PVC O O r�7113 L.F. 8" PVC @ 0.40% @ 0.40% LO 2520 @ 0.40%CD 2520 N 22 23 24 25 26 27 28 29 N DAYSPRING WAY z z HORIZONTAL SCALE: 1" = 50' z z �;, �:, r- VERTICAL SCALE: 1" = 5' in M ,an' o U-)0 3Z I II M¢ MII = II _a"MNz o O 0) M N NMNO O' N� E M O- INI II 00 00 W CO , N O II OOOO � NNn ZO2550 N N N Z � Z0z II Cfl 2550 � N� cD + C)o OO Cv = �O N N O N NjNQ � z IIV rn n j ¢ + Z Z — N N Z 04 6N N N N N 00LI) N :Z :Z n n 00 00 N 00 00 n n Of 00 00vO ce II II — — Q N 04 ( CV O M NNE00 00N ~— N N E 00 00 OO ON NN w O rn N N � II II N 00 00 11-- C4 _ 00 00 C v^ 00 M C) +CZCDLU NCD M 00 T /) .O ;; 2545 2545 C N m 1 -0 a Q EXIS ING GRADE LU Z v ~ w > 00 oo +MO @S R Ocncn000 vivioo =QZ z V Q m Z Z = N Z Z fn fn 0O 0O — — — — — — — — — 1 (/)— — — Lr, � w Z (n cn cn�00 00 — — — - - - - - - - - - - - - - - - - - — — — — l �� Q cn 0 Q ch 2540 PROP SED GRADE 2540 @ SE NER !^ ce N V L.1_ Z o Q Z_ LW 2535 2535 LiJ cn —J c LdCD Q �- ID 2530 L. ' $ P ® '4 ° 2530 c� 35 L.F. 8" PVC @ 0.40% Lj w 79 ° I O 34 L.F. 8" PVC @ 0.40% CD w 0.4 ° VC @ 0.40% 60 L.F. 8" PVC @ 0.40% 35 L.F. 8" PVC @ 0.40% / 4 L. 8 ° z 34 L.F. 8" PVC @ 0.40% I FEET 2525 2525 50 0 25 50 100 M DATE: SCALE: I GRAPHIC SCALE 04/18/2025 AS NOTED �D I 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 I FEET JEB PDco 0 2520 2520 5 0 2.5 5 10 = 9 10 11 12 13 14 15 16 17 18 19 20 21 22 22 1 JOB NO.: FILE NAME: 0 8066 8066-DS-S-SAN-PROF-PP N DAYSPRING WAY HORIZONTAL SCALE: 1" = 50' GRAPHIC SCALE ��++ REF. NO.: PP-V.2 w VERTICAL SCALE: 1" = 5' 1 inch = 5 ft. Vertical i NOES 10 OF 19 z 0 L N D 2550 M `� 2550 _� �'S'b J7� 5 p CVI nMN ,'r CD -j O 0 w + (6 co N N I I � N � M Q U- m N a1 �M Z Z = N 00 N M N NLQ N i O� O +OV Z O O N II �� Z Ld Q H = N p zz z ONN > > +wiz o SAP �� c� w m d — — EXISTING GRADE = II z z + — o v� J c� Q U) � v~i o'00 00 00 U) F-�ao ao M u > > Cy w @ SEWER 2545 m = z z w - - - - - - - - - — - - - - - � ��- _ 2545 � Z W — — — cn to E co 0o — — -2 �� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ r- U a Q PROPOSED GRAD \ \ m 2540 2540 c & Q' z n�I W � LJ m �J Z vr" W 2535 40 c 0. % LU ' �''i = 2535 I ° 55 L.F. 8" PVC ® 0.40% J z C 0.4 ° m z O 5 Q' 2 n � a � 253 2 530 1 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Z 12 N DAYSPRING WAY HORIZONTAL SCALE: 1" = 50' z W VERTICAL SCALE: 1" = 5' o a o 0 J 00 Z J r- w N rn r r cq ~ rn rn to r7 0 � O 04 2545 v M N N `; — 2545 00 w 3 �00 o 11 11 �O� M L � .Z.i?�O M M N N Z Z O Q > > > o N N Cn O L O Cq Cq N Q II Z Z Z 0 00 ,p Q) � (V cc cD O O [V 04 II V) � w C)O C14 Ov N cno ao ao O NN 04 � I NN M + ZD r z N QO � o MCN� �N II II » > 2540 N MZZ Z 2540 N r, + m — V) - ZaN " " °O 0O °OPROPOSEGRADE 00 o R a 0)vn o ao o C� SEWER (10 (n�00 00 00 _ 0 0 L LQ 2535I — — — — - - - - - - - - - - - - - - - - - — — — 2535 Q Q m Z EXISTING GRADE 0 @ SEWER � 2530 2530 PIP;! 5 -Ir 5 2525 L. . 8 C 0.42° 2525 Z 0 F- o= U (n LJ 2520 2520 � J Q O] N 2515 2515 9 10 11 12 13 14 15 16 17 18 U w W MCHURTREY ST C.) " -> HORIZONTAL SCALE: 1" = 50' o 0C, w Q VERTICAL SCALE: 1" = 5' 2545 0o v 2545 00 m o Q co o p N �I") U-) O d M \ O CDO N Cn O5 N LO O In N cOrn H � NII > O Ld "NNNO +100 Occ 1 N> N +M Z Z p M 2545 o Z 2545 2540 N N Do a N Z Z Z 2540 EXISTING GRADE cn _ - - to N`� ® EWER q cn cn o 00 ao ao O N O M _ OLq O CD ONO N N to N _ — _ — — — — _ — _ — — = I +M O 00 M N 11 O N N O M O_ N Z O N II O d N Z M M z =Lr) o PROPOSED GRADE _ 2540 N N E 00 M a u Z Z M O N > ; 2540 2535 SEWE 2535 Z cD PROPOSED GRADE v c;�00 00 M a z z o Q SEVER cn o 0o ao O cn cn — — — — — — — — — — — _ — — — — — — — — V Z - - - - - - - - - - - - - - - - _ ~ W o 2535 — — — — — — — — 2535 2530 2530 Q EXISTING GRADE Q M Q SEWER (n O Q ch 2530 4 2530 2525 L. ' $ v ° ° 2° I 2525 Q m Z Z_ Ld w I C o �n Z 2525CD 9 10 11 12 13 14 15 16 17 525 25209 10 11 12 13 14 520 w ALLEY (PUBLIC) ALLEY (PUBLIC) Q o HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' U VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' W z w 0 c? z w CD z FEET 50 0 25 50 100 Q o DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL 0 5 0 2.5 5 10 z JOB NO.: FILE NAME: Q 18 GRAPHIC SCALE REF. No.: P P-6.3 w 1 inch = 5 ft. Vertical NOES 11 OF 19 z 0 L N D Ld Ld 2545 Z ^ ^ M 0) �, "2545 J m Sin 000000 m o Gv= ao ao ao - - _ — — Q O QN 00 N� N O0) N + 04 . W 00 O 11 11 z Q LO r- O CZZZZ % 0+ 0 N O 00 MM n N N�00 C7 ON M Lf) n n 00 00 00 00 o n � % ~ z EXISTING GRADE Qo " °�°� °�o254 + Nam 2540 NZ MV00 00 V) H� - - - - - - - - - - - - - -rnno-0o — o cn cn oc 00 00 Z — — — — — — — — — — — — f 2535 — 2535 & W 0 SEWER zME n W I� • m Z W _ 2530 2530 y x Z N 23L. . 8 VCC� 0.62° OZ 2525 2525 Jl W V W nvn�n Z Z W 0 2520 I c o. o° 2520 0 �, a O o I ao Ld o N Z O� O �00 L �O0 25159 10 11 12 13 14 15 16 17 18 18 515 o o 8 N PATNEY AVE & W BOWMILLS DR r o Q00 HORIZONTAL SCALE: 1" = 50' O o VERTICAL SCALE: 1" = 5' z w a N O 0 L O_ 2550 2550 Z Z O v M .Wi N � � O CN N r- r- Ln r- r- � � Z p p II O N N N I� CO 00 .N^.. .� � oLO jN N Op 00 NNN + 0 O N �0 OO ZO N II oV (V V cO0 2545 N " II 6 v .WM.. 2545 2550 2550 Z � N �� Z I IU-j N (n (n O_'00 � N�00 00 00 04 04 Q Z Z Z 2 N N Zr M N N O O O) 04 (V II nF w N N 00 00 00 .. N > > > I� Z Z = cn cn o�00 = II z z z ^ +M — O w p z cn V)—_ (n (n� 00 00 00 2 �N Z Z Z c 0 N N EXISTING GR DE d — — 00 � N CD N N 2545 cn Cn—� 2540 — — — — — — 2540 _ - - - - - - - - - � �o_ Oo 0o 0o 2545 � �pN � NNN — — — — — — — — — — — — — — _ Op N N Z O M N N II +00 0 It) 11 11 N N > > 00 Z_ Z O Z in O n = II Z Z � r+j to j 'n _ �NZ (ten ��c �N > > > Q — 0 0U: 00 00 PROPOSED RADE `n `n Of 00 PROPOSED GRADE N En� 00 00 00 v 2535 ® SEWER 2535 2540 ® sEWE 2540 0 -- - - - - -- - - - - - - - - 2530 2530 2535— &XI&TING GRAIDE 2535 Z Z @ SEWER w w M m N w Q V @ .6 % N ° p Q 2525 2525 2530 2530 4 bj 00 m o Q L OTT O. ° CD 0 O.M �n w o N 2520 — 2520 2525 2525 9 10 11 12 13 14 15 16 9 10 11 12 13 14 15 ALLEY (PRIVATE) & ALLEY (PUBLIC) ALLEY (PUBLIC) E HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' = VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' 0 o Z C:) 0 2550 0 LO 2550 (0C Q V) z a N � N NN oa? �z v N � � w� OU M N M M z 00 CI I' p , N ,Nr� N 04 In OR 2545 0° M `; _ N N N o `�f W = 2545 �Q LL m a t0 O'.`'o N +M Z O n Cn Z IZI O M N aj iN M N N Z (!� V l O ��� Q (n � c0 OM +M O +M — O LO 04 OONN n CN CNN II II J W D 00 Z o 00 0) = M r Z O 2 W ch N ICI z Q Z Z Q Z Z = �N Z Z c) 00 (n V)O_'00 (Nn (~n� 00 N ��a N ��e _ M� 00 +LO M Z o if C+O� U fA (n (n 00 00 (n (n O_ 00 00 = N Z Z N N Z Z m U) F- FXISTIN(, GRAN II zz (n ¢ a � Cn� 00 � Q 2540 - - - - - - - - - - - - - - - - - @SEWER 2540 z w Z w _ — _ - - - �- T _ � bi cn cn PROPOS D GRADE LiJ z 2535 2535 Q T w 2 L. . 0 ° (n CD L. . LLI 2530 2530 z 36 L.F. 8" PVC ® 0.42% FEET 50 0 25 50 100 cn 36 L.F. 8" PVC © 0.42% 47 L.F. 8" PVC 0 0.42% Q o DATE: SCALE: 2525 29 L.F. 8" PVC ® 0.62% 2525 GRAPHIC SCALE 04/18/2025 AS NOTED 9 10 11 12 13 14 15 16 17 1 inch = 50 ft. Horizontal DESIGN: DRAWN: co FEET JEB PDL 0 N COBAT AVE 5 0 2.5 5 10 JOB NO.: FILE NAME: Q HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 8066 8066-DS-S-SAN-PROF-PP GRAPHIC SCALE REF. P P-6.4 w 1 inch = 5 ft. Vertical (NO.: NOES 12 OF 19 z 0 L N 2550 2550 � U-) z� pyyJ�p w �0. 0) bo i ` w w (fl d O dl z ¢ � O m Q c^o v AZ Li l U � 1 j _ r- r- N n P Z Ld Z (A W ``' � N N '� co co N S� �� c 2545 W �_/� v Cd� N N N II 2545 G' Z U) � � 0000 o Lq p M c j W cdodL = U') 04LCQ CQ'..0i �00 CN (V N W LO —Ln N N C4U co 2 : II II N - - McII - cn cn 0. 0o 0o 0o N �� —z — z Q U) �- jz I <n <n 0- 00 0o co 2 N Z Z Z J Q — — 2540 N ~ _ _ _ _ _ _�' �' `° °° °° 2540 Z - - - - - - - - - - - - - � LU @ SEWER W m —7 2535 2535 .�.,� @ SEWER � O 2530 ZZ 2530 � 5 ~ 2 i a C nnnnnn z 6 L. . p o u W IW nvn�n Z Z W 2525 2525 a o � aLd o 0 I I ao M ~ O U) 2520 6 17 18 19 20 21 22 23 24 25 520 Of x W 0 o W FAIRBOROUGH DR `� W HORIZONTAL SCALE: 1" = 50' 6 o VERTICAL SCALE: 1" = 5' (n Q� 0 mom �o rn zy �� W z�a N C 2550 2550 2550 2550 o w C� co C v co co Z rl- NFO O N n n N c=0 O I I 00 +M Z O z w Z �c j 2 Q of ZD NZ �Z Z LnLO 04 NN � N N 6o2545 +2545 2545 2545 M 0) +0CD 00 + in j j jNj c0 N N E od 00 04 0) 0iN N Z C14N N n n n00 N Qam CV I OMZz Zz z M in N N I n0 0M (V 04 p 0 SEVER N E 00 00 00 QII 11 N n n 00 0 0 0'00 CO H i _ r- + O Z Z NN + p � + N " °O N j N PROPOSED GRADE.ce @ SEWEREXISTING RADE N N 0 o- °°°° °°2540 — — — — — — — — — u) � 00 00 00 2540 2540 2540 ' - - - - - - - - -- — - - - - — — — — — — — — — - - - _ I - - - - - - - - - - - - - - - - - - - J �II PROPO ED GRADE I z EXISTING GRADE @ SEW R @ SEWER 2535 2535 2535 r 2535 U (n W 2 2530 2530 ® 2530 2530 4 . 8 P@ .4 0 z z m LF 46 L.F. 8" PVC @ 0.62% M m N 0 0 � I U U U Z 43 L.F. 8" PVC @ 0.62% c� c Q 2525 2525 2525 2525 9 10 11 12 13 14 15 16 16 9 10 11 12 13 14 14 0 0 0 N N ANTRIM WAY ALLEY (PRIVATE) � HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' o 0 VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' j N ") N — W N O N 2550 v v 2550 ) w �Zuj 0v� m � � o �� n� � = Oz ¢ II � M ON (m0 LO ( n n N 00 L 00 (V N r.Z N 04 n 2�n u ^>z NZ N>II O O i N II0 N N 00 I� M in 0. 04 00 N N � ~ O N (V N 10 (V (V C4 q in 0( z C0II F conLn 0i01 N +� z r- C140o N z Q NN II � in + ZO + Z O O +� II CD 04 nO M - - NO ZZ z CD OZO C4 II (V r- +� N 042545 no CI-14 '� OON z 2545 z z z z C4 � z N GRADEc 0 00 0 m: EXISTING o o0 00 _ -a �— x cnno- ao o Nn �—_ - - - V) Q g_M n n Or ao ao eo eon � - Cr-Rao ao W n02m 00*00 In n n— ao ao @ SEWER ncnU�Rao ao < ^ n n o- 00 00 00 v, — z 0 � — — — — — — — — — — — — — — ~ — Z I Q U Q 2540 - - - - - - - - - - - — — 2540 Q LL m Q co @ OSEWERD RADE 0 Q ch ce 2535 2535 Q m z Lv Z w — � cn bi CD 2530 2530 � I 8 8 00. � . U W Cn a_ I 2 3 L.F. 8 PVC @ 13-110 w 2525 — I t L. ' s ® •4 2525 6L. . 8 P @0.4 % c 35 L.F. 8 PVC z 0 0.40% FEET � 35 L.F. 8" PVC 45 L.F. 8" PVC 50 0 25 50 100 Q I @ 0.40% @ 0.40% o DATE: SCALE: 2520 2520 GRAPHIC SCALE 04/18/2025 AS NOTED 9 10 11 12 13 14 15 16 17 18 19 20 21 21 1 inch = 50 ft. Horizontal DESIGN: DRAWN: W CROSSRIDGE ST & N TRICIA WAY FEET JEB PDL 5 0 2.5 5 10 HORIZONTAL SCALE: 1" = 50' JOB NO.: FILE NAME: o VERTICAL SCALE: 1" = 5' 8066 8066-DS-S-SAN-PROF-PP i GRAPHIC SCALE REF. P P—6.5 w 1 inch = 5 ft. Vertical No.: SHEET: 13 OF 19 Z 0 L N 2550 Z v �, _ w w _ — — — C_n 2550 � Wp co ^ `` LdNZ' Cn W r S�ybyOJ�J cv cO p0a M 00 J C) cV rM M 4 vrn M O a 0) c0 Irl- m It � N c0 N � rn (0 �I N M v, N 0N M 0 II 04 LQM M M CII 00 N D V^ 00 � ~ N NN rl��+ W) N CO N IrnII �r N00 M +� OLjj Z nNO c0c0 c x II + nao II N � aoo z z O EXIS NG GRADE N O ON r- C) n o + o C:) F- ao II Z > j00 � +� ,� x iN 00 6 ZO + 00 + aoc0n N > > 5�rUZQ � > > > > oz Oa0Ox M) M N N + — p rM + 00M n 00M N 00 00M N x Q2545 V) F- (V 2545 n n 0'00 �N » � z z M 00 ( W n n� oo oo zz nn N � z> ( 00 00 n �� Cn En 62'00 Q n n o 0o ao x _ n Z W o U) M (n (n o'00 00 n fF-� (1 �M n (n (n a00 00(nn0 00 00 n n� 00 00 (n (n 0. 00 00 00 vi 00 00 n "0- 00 ao n n 0- 00 0o ' — - — — - - — — — — _ — — — — — — — — — — — — — — — — — — — — — — — —tF — — — — — — — — — — — — — — — — — — ~ Q J 2540 7-77 ® SEWER 2540 zf 0 �` W Q Z W � m Z W 2535 2535 � W O H � Z � N O � 25301 2530 5 "MV- Z Oi Jl a TNT I W W Z C Q. W 2525 F. 8 -N-C®- ° 2525 51 L.F. 8" PVC 47 L.F. 8" PVC 47 L.F. 8" PVC 36 L.F. 8" PVC 31 L.F. 8" PVC 31 L.F. 8" PVC ® 0.42% ® 0.43% ® 0.42% 0.42% 30 L.F. 8" PVC 31 L.F. 8" PVC 0 0.42% 0 0.42% 0 rn ® 0.42% 59 L.F. 8" PVC ® 0.42% o 00 rn 0 0.42% 31 L.F. 8" PVC 46 L.F. 8" PVC m 0 0.42% 0 0.42% I Z 0^0 t) C) 25209 10 11 12 13 14 15 16 17 18 19 520 0 Of x �CO N BARNSTEAD WAY L 0 00 99 HORIZONTAL SCALE: 1" = 50' o VERTICAL SCALE: 1" = 5' �Z I 00 ICU 0 � o zy � w Z�a N � O 0 00 LLJ �I- rn "� N O r- rn O M N O O r- N N 2550 p °° O N — M o o °° °° M N 2550 Z O rn L r- M N O L O N M M rn LO W ^ N 04 00 M IILO N N M N I, M M N + p m Q + W MAN II o n� N M c•( II N N II CD rn � 00 ''/^1 Moo II Nrj Z O (0 II x Op II ~ ,nN II II O NN> O Q U) rn p� Z D rn 04 +N M O rn N� Z O +� Z O 0) L n N N m 00 N N » x N Z Z N N > > rn N N j > = II Z Z Z 11 M Il z z x Il z z : ¢ (Nn cr)E o0 oo (� ��a - v�i ��a - m m�a - - 2 m m 0' 00 00 cn cn o ao 00 N N 00 00 cn cn o 0o ao ao a �I2545 - 1z w — � @SE ER - - - - - - - - - 2545 J — — — — — — — - - - - - 2 U PROP SED GRADE Q F @ SEWER 2540 2540 Z 0 o' U (n W 0 2535 2535 2 L.F. 8 P ® 4 I H H W W O] 2530 2530 0 0 31 V ® ---t36 L.F. 8" PVC ® 0.42% t C�) (-) Q 36 L.F. 8" PVC ® 0.42% n n � N N N O O O Do 0) O Q 2525 2525 0 CD 18 19 20 21 22 23 24 25 26 27 28 28 LO N BARNSTEAD WAY & W RIDGESIDE ST " HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' E 2550 o ti 2550 2550 4: 2550 O .^i O CO O N Q 2i v M N 00 L.L `i`i�.`� O" 1 Q M M M Z — CD 040' N� � N rnrnM M MN � � rnrn � +�� r- (V 04 I � M I Q N r) to Nre) M N M 0 00 M N f c0 M N M N _ (0.00 N ~ rrn W M � � N = (I Z M M rn N M M N II of M N N + Z p v, TWT Ui M N N Q c0 M N O^ N N O II ~ O O Z Z = p M m y O O Z Z11 11 = (n (n 0'00 2545 N N N^ II = 1+o z o p + - N > > 2545 2545 0 + 2545 z o ai z =0 00 +a; Z o rn N — N > > > EXI TING GRADE d z z W N > > > \ z r- +M — M04 �N > > x II Zzz (n �_a - x II zzz QSEWER � _ L� / x —Nzz x7c4 � a� zz vmi �— - — (n (no 0oao Z W (n �_ - - - - - - - - - - — Z O u m - - - — � ® EWER — _ — —(n (n (n E 00 00 a0 J (n (n 0'00 00 00 — /� Q - - - - - -(n (n:m a0 (n U)iOf 00 00 (n - - - - - — - - - - - - - _ - - - - IJ — — — — — — — — — N — — — — — — — — — — — — — - Q Q 02 - - - - - - - - — 0 Q ch 2540 2540 2540 2540 (n PRO OSED GRADE DROPOSED GRADE o t� SEWER SEWER !^ 0 (D m ce o Q N Q z Ld Z �i 2535 2535 2535 ° 2535 PC i I 283 L.F. 8 P ® 0.4 n Ld Z Q Q 63 L.F. 8" PVC ~ Q 2530 ° ® 0.42% 2530 2530 2530Ld v 51 L.F. 8" PVC w 51 L.F. 8" PVC 0 0.42% � ® 0.42% z w CD z FEET 2525 2525 2525 2525 50 0 25 50 100 cn 9 10 11 12 13 14 15 16 17 18 18 9 10 11 12 12 W AURA DR N WOLCOTT WAY DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' � VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL O 5 0 2.5 5 10 z JOB NO.: FILE NAME: Q 18 GRAPHIC SCALE REF. P P-6.6 w 1 inch = 5 ft. Vertical NO.: NOES 14 OF 19 z 0 L N D o �2 2550 2550 0) �ybo �` w N "1M N O CN J O C N N II p p II Q LL- m v �N II II 0000 >- �� L0 0) �n z z p o +�O �� Z ao = NLCQ zzz = �z , SAP �� LLJ 0 o v� Q ll LO N N ,N�" `n `n °°°° b° EXISTING GRADE /1I\ �' �' co 2550 I 2545 co OF Z 255 NN N — — — — — — — — — — — — — - - �M N = N C14 N N PROF N E 00 00 N O�a0 H NF 9 w j POSED GRADEEXISTING RADE SEWER L N @ SEWER lZ - - - - - - - - - - - - - - - - vnnU m — — — — 2545 2540 2540 c &2545 m I � L1J - - - - - - - - - - - - - - - - - Z w — J - - - - - - - - - - - - — r w _ - - - - QZ � W P OPOSED GRADE Z f Q @ SEWER W `�i O 2540 2540 2535 ° 2535 H x 10 U2 0 A WT Z J Z N o 2535 2535 2530 2530 10 Jl a W W nnn Z_ Z W 2530 2530 2525 2525 17 18 19 20 21 22 23 24 25 9 10 11 12 13 14 15 0 a o 0 N BEBEE RIVER WAY N WOLCOTT WAY yCIO UJ M HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' ~�a' VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' CZtzn 00 o ft �o� �_ oocn Q CDoaf 2550 3 M 2550 rn � v N M c0 CO O 04 N w Z oN I 00 � 00 00 N N N N N N w CO +NZO = II z =z MN .6 CO 0� a o J 0) M O ZO p + � 11 11N N z +� 04 MF +O O in O O N � NN to CD = O OO I- NC14 � � F � F 2545 n + c c _ 00 n n 00 0 nc 0 O ^M II 2545 o n� 00 00 N » N;O J n ?N ~ Z +NN "' "' °O 00 00 a PROPOSED GR DE m NN ~� viCk:�w ao Q@SEWS � i IIz cn cn o-Oo — — — — 2540 — — — — — — — — — — — — - - - - - - — 2540 EXI TING GRADE — @ SEWER 2535 - 2535 o PV @ 0.62% o' U (n w 0 2530 2530 1 L. . 8-77T7.47T 23 L.F. 8" PVC @ 0.42% 23 L.F. 8" PVC @ 0.42% N co 35 L.F. 8" PVC @ 3.70% I I z z m 25251 2525 Lj m m 9 10 11 12 13 14 15 16 17 18 19 0 o ALLEY (PUBLIC) & W CARMIN CT Cam ¢ HORIZONTAL SCALE: 1" = 50' n n VERTICAL SCALE: 1" = 5' o 0 o w Q Do rn o Q o 0 v 0 2550 00 00 (0<0� Z M v N 2550 2550 2550 N 0� O O N N N O) 0i u to co Cn Lr) N O O > > Od) Mz z Lo N N M p O . _ (V + O N � O) MM12 N (V O) M O II CNi0OII4N 000 � N O I _ + O NN N PO n , Ln o C to " n+ pp N O) N N 00 N LO LOn N + N °� N , , M Nn n 00 00 00 + In N r- N CjI 00 om� N M = 0004 op o+ z +2545 cncna✓ao00000 2545 +.N ZO N A 2545 4 O Nn n oc 00 00 N : F- O'" > > O Cn � Oo � N j j n oc o0 o0 o0 I > > N En ��Z = Q N — vn vn O.00 (1) cn� 00 00 00 cn cn or 00 Q cID Cn `n 03 00 PROPOSED GRADE `� `� 00 00 — — — @ SEWER PR POSED GRADE — o — — — — - - - - - - @SEWER 0 .. 2540 _ _ _ _— — — — — — 2540 2540 — — — — 2540 � (n o _ \ z EXISTING GR DE w O / @ SEWE EXI TING GRADE z inQ ILL- m Q z @ SEWER Q I cn O o ch 2535 — 2535 2535 2535 Q 6 ° !^ 0 2 0.40% Q03 V m Ld Z Q 29 o° z W z 30 L.F. 8" PVC @ 0.40% _ 2530 I 112 L. . s @ o° 8 P @ •4 ° 2530 2530 2530 cn (n 36 L.F. 8" PVC @ 0.40% W o z Q 0 2525 2525 2525 2525 9 10 11 12 13 14 15 16 17 18 19 20 21 9 10 11 w LLI W EVENTIDE ST PRIVATE DRIVE �' 0 0 w HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' / VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' 0 z FEET 50 0 25 50 100 Q o DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL 0 5 0 2.5 5 10 z JOB NO.: FILE NAME: Q i GRAPHIC SCALE REF. P P-6.7 w 1 inch = 5 ft. Vertical (NO.: / NOES 15 OF 19 z 0 L N D Z U) Ld tiJi 2550 �, v w 2550 2550 w -�550 J=� oyb� � CocoM v ¢ 0 00 of Oi O O i N N O M K) O i M N O N Li.1 U 04 Lrl x OQ NpZ Nx NO NZ xZ M O N CD OM CI Z CI Z Z Ij IN O NM N � Oj = Q \ WN N N M + M � ,n IIN II Q Ln C%jLO C14 NM11O N ON II 11 + nN + M 00 '0OcocO Z Z> CO p+ c0 6 = — N n N O N OC) CO + U7 H_ N Z O U) _�� �II Z Z Z N25452545 cncn� aooN ~� u� 00 00 vivi�ao ao � ~ F nn nv ✓ cni n �M ¢Cn n � QN N� 00 00 00 N N ch: 00 00 00 N cn 2 00 (nn Cnn�00 00 PROPOSED GRADE Cnn Cnn 01-00 9 SEWER PROPOSED GRADE nnnn -j @ SEWER aLEO z — — — 2540 — — - - - - - - - — - - - - - - - - - - - — — - - - - - - 2540 2540 — - - = 2540 & W EXISTING RADE Q W I � @ SUER EXISTING GRADE m @ SEWER - fl Z W W _ 2535 2535 2535 2535 y x 0 0 Z H -�259 ES VC 0. 0" O Z C 36 L.F. 8" PVC a �� - @ 0.40% 53 L.F. 8" PVC @ 1.93% O m 2530 2530 2530 2530 Jl a 69 L.F. 8" PVC 50 L.F. 8" PVC 36 L.F. 8" PVC 21 L.F. 8" PVC @ 0.40% nn Z @ 0.40% @ 0.40% @ 0.40% J� z W 2525 2525 2525 2525 0 9 10 11 12 13 14 15 16 17 18 19 9 10 11 0 J J 00 W RIDGESIDE ST PRIVATE DRIVE :ft y HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' O czn n o X VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' O 0 x ooC) 9 0 (nZ I 0Q� 2555 N N 00 o 00 M 2555 O z w a O M M U ^ w .N_. N 00 N M M N (�J Tw 0 c W ^ N N LQ OD N N r-OM N F- m� N � N 'y^ L M M M Lo co M + Z O M + Z O 00 +f` Z 11 =O Q v�,1 O_ .Ni w.i v 00 00 00 N I N M N 10 ' f` M N O N j j ON N > > M ON N > > Ci/ cn255M to to � M N rn N II 'n NII (VII = � i 7 r i M eNz Z mx II z z M= QM N l + UII z Z x Q Z Z w_= 1-ao COn+ O �n 117Zp U U00 co00V ( vOD D _ 2550 0 M O U) M M O M to QM 7 inin C14 N N j j OONN 0)rrj i + w 0 o+ — NIIQ /)C14H N O) o-• Z Z O x N Z_ Z Z Z Q II Z Z U7 N 00 00 fn fn 00 00 U x N Z Z Z (n � e e = U7 U7 0! 00 00 r d — oc m 0O 0O 0O EXIS ING GRADE Q Ln cncno- 0000ao SEWERS _ _ _ - - — - - - - - - - - - - - - - - - - - - - - - - 2545 — — _ — 2545 PROPOSED GRADE @ SEWER � 2540 2540 0 j-r1 .4 a U 0 2535I 38 L.F. 8" PVC @ 0.40% 2535 I 3 7 L.F. 8 PVC @ 0.40% g 0 4 a 37 L.F. 8" PVC @ 0.40% L45 L.F. 8" PVC @ 0.40% Q 37 L.F. 8" PVC @ 0.40% m 2530 2530 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 W CHARLES DR & W RAVENSCROFT DR C.) " Q -> HORIZONTAL SCALE: 1" = 50' o 0 o W Q VERTICAL SCALE: 1" = 5' 00 m o Q O rn o 0 0 O O 2560 � II.- 1 I 2560 + Nw w� N = CD CD Q �� z S = N .N.i N M M II �"14 � 2555 Z ~I o a - o N I M +o N o o o O 2555 2555 (V N 2555 W T � � M O '- 00 - II O M N j in in O Q J w U) M O N N N O) M N C11(V O II O x M N Z Z Q II Z O CD O N Q C? co co o ^� z z m M� II ~ " ao, N ��_ _ cn cno Oo o N N II �Oo — U) rn (0 II II ~ rN II 04 O mQ II �" n � � N 0' to __ U O O OMO• Co It r-+ - - O + Z_ p CV N j j � O I + O O O N M j j j 00 = II Z Z N N 00 00 p + Z Z p + Q � M M N x N Z Z Z N N j j N e N = N Z N N U7 e - - Q II Z Z U) fn ot� 00 00 x N Z Z Z Q II Q V Z n n w s s n � p � �) �)_O oEXISTING GRADE �„0 2550 > 2550 2550 2550@ SE ER LJj 2 II Z Z Z U Cn F-o —i EXISTING GRADE z U cn cn - Oo as ao — — — — — — — — — Es Q — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - — @ SEWER �f m Q PROPOSED GRADE Q ch o @ SEWER 2545 0 SEWER 2545 2545 - 2545 ce � m Q � Z 8 VC @ 0. 0 o z LiJ w I 2540 I 2540 2540 2540 � w z C 0.4 0 / r23L.F. 8" PVC @ 0.40% L37 L.F. 8" PVC @ 0.60% z CD f 23 L.F. 8" PVC @ 0.40% � U 2535 2535 2535 2535 Li LLI 22 23 24 25 26 27 28 29 30 31 9 10 11 CD z N SEA BRIGHT AVE & W AVENDEL DR PRIVATE DRIVE w / HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' z VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' FEET 50 0 25 50 100 Q o DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL 0 5 0 2.5 5 10 JOB NO.: FILE NAME: Q 18 GRAPHIC SCALE REF. P P-6.8 w 1 inch = 5 ft. Vertical (NO.: / NOES 16 OF 19 z 0 L N Z o J, ^ o 04 N M 1 Q U- m = � ZZ 0Z 2555 N 7 `c0�>J i Z 2555 M o�N (0 ON - N� W N N NN Q co � O- N N N co co o 6 00 00 Zpco� o N N N n�aoNm 0) 1-4- +� �� II to N O � Njj ¢ 6Z = : p " O OII r,,� PROPOSED GRADEN N � z n � _ - N � cn F-M-: cn cn 00 00 II vN Ln o' 00 m @ SEWERn n 0 0 0to + N — � ' _°° �2550 N N N 00 00 2550 J I I ��_ V) V)o- 0000 � — — — — — — — — — — — — — — — — — — — — — — — — — a — _ _ — — — — — — — W — — — — — — — — — — — — — — — — — — — — — EXISTING GRADE o & 2545 — @ SEWER 2545 > W Z j ° `a\Il W � n m �J Z W 4 ° � •~ i 13 V @ . 0. y w } vV � C K 2540 2540 Z ' 26 L.F. 8" PVC @ 0.40% J Z N � 5 a � 127 L.F. 8" PVC @ 0.40% z 0 W L W 2535 2535 IN 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Z W CHARLES DR & N WILLOWSIDE AVE W HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' O rn a O o v y W N CD ll- 00 .Z.�N co M M 00 .w..�Z..�0n Z Z N-- Z Z _ � � II CDM (pN O Cn0_Q0 � � °° `o `0 N Kj2555 2555 2555 N NN M cV O ox� N . N N N N co O O ON � n C14 +' O O II NCD 'n to Z + O + Zo +� Q �u z N N +� NN rnNN ao �rn � > O�� II � OLn �0o = nI� M N > + n cg 0 Ln N QO N —N > > > V) ~�' (ten �mc (n N� Oo Oo N (nor00 �N > > > ¢g �N> Z 00 N > > > = z z z cn cn ao ao �n cn o- 00 ao = z z z cn II Z O Q M II � d II cntn0- ao 00 m ¢g V)i N N � - PROPOSED GRA E Cnn U,o 00ICU — (n (n 0= 00 Oo 00 fn (n� 00 00 00 0 0 0- 00 co co o� 2550I 2550 2550 @ s 255( y Z @ SEWER N o 0 L O_ - - - EXISTING GRADE _ _ Ln 3;: 2545 — — @ SEWER 94 L.F. 8 PV @ o• 2545 2545 @ SEWER 254° ° J J m a Q Q � � 0 2 C 0.40° LJ 31 L.F. 8" PVC @ 0.40% 2540 2540 2540 254( 31 L.F. 8" PVC @ 0.40% 2535 2535 2535 L 253, o 9 10 11 12 13 14 15 16 17 17 9 10 11 12 13 a_ N AVERILL AVE & W CLASSIC DR W CLASSIC DR HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' o VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' Q W W m m m N n O O ^ U U00 U OMO OOM N OO 00 N U toM �N CD Ln � eq 00 M M NUO cQV2550 N � � + OO N L 00 N COO W co II a'rizzz Mo' � =(n �� \\oo rn\ o j) � Q + — Crj M +� N n n 00 �O O ¢g - - ¢ II z z z N > > = N Z z = II z z V) —_ �„ _ EXISTING RADE d II z z 1 N — - N W Q � cn cn o- o0 00 00 00 cn cn o✓ ao ro ro @ SEWER in _ - cn —" 0 0 o- 00 00 N 0 0 0- 00 00 cn o- a0 00 0 2545 - - - - - - - - - - - - - — - - - - _ 2545 = PROPOS D GRADE @ SEWER O ° 2540 2540 = Q Q 0 L.F. 8 PVC @ .4 ° 2535 2535 Z J 0 c� z Q LL m Q 36 L.F. 8" PVC @ 0.40% O D Q ch 2530 36 L.F. 8" PVC @ 0.40% 2530 0 9 10 11 12 13 14 15 16 17 18 19 m 20 N BARNSTEAD WAY & W AVENDEL DR Q HORIZONTAL SCALE: 1" = 50' Z Lv 0 VERTICAL SCALE: 1" = 5' C z L z cn V z Q �— O W z w 0 c? z w c? z FEET 50 0 25 50 100 Q o DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL 0 5 0 2.5 5 10 z JOB NO.: FILE NAME: Q 18 GRAPHIC SCALE REF. P P-6.9 w 1 inch = 5 ft. Vertical (NO.: / NOES 17 OF 19 z 0 � N 2555 2555 1� yJ w N �_ J= oyb 70 O 0) D w -g Q O m OCD ai o I- NCD W N N N Cn O) M 00 . - - - - - - - - - Ld 0�0 M 00 ao :Z V' Q Cq N co M O CO N O) II � ^un, II 06 K) II N2550 00 co 4 CV 2550N + NO) N N C) MM N MN N M N � II 00 Zco � ZO — O 04 OMN � N + Nj j Cn � N ao 1+ � 04 Ili Nj (n (n�00� 00 p0c0j N p_ p V N 00 + Oo ± 00 — °N M ¢ 'Co 'Cojj N N o — - - � N EXISTING GRADE n n 00 00N cn V) _ - 4 II — SEWER V) V) 00 00 00 m n �d�m a 11 n no oo 00 oo � c oo �cn m cn cn o ao 00 n - - m n n ao ro U) nN n oo aoU) U)�00 00 2545 - - - - - - - - - - - - - - - - - - - - 2545 LZU PRO OSED GRADE z o @ SEWER W A 1 �V m 2540 2540 6 .4 ° � W � O PV @ 0.40% nnnn 2 C c� x J 1 L.F. 8 VC 0.40% 50 L.F. 8" PVC @ 0.40% Z 49 L.F. 8 m " PVC @ 0.40% O 02 2535 2535 � a w 42 L.F. 8" PVC @ 0.40% 37 L.F. 8" PVC @ 0.40% ll Z TW W v� Z 42 L.F. 8" PVC @ 0.40% 1� W 2530 2530 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 W SUNCOOK DR & N UNDERHILL AVE a o 0 HORIZONTAL SCALE: 1" = 50' 000 rn VERTICAL SCALE: 1" = 5' UJ 04 m zoo 00 C4 ooCD 0 (nate zy w� ��a uj 04 v o —--00 .wi.Zi M CO CO N v .N.i.N.i N - O 04Lq M N? M M M 04 (0 CIDM M �"'M n M O O M 00 cc! 00 M MM 0z0M rM K) (o M = I I 0_0 1-0o_ = N¢U 0z»0 (MzV rn= M_¢ _II to NQ N LO M (p N 0 2550 F- 04 N N II N to N MN �N jZ 2550 2550 m ZO N p 2550 W) �F- O ^ V (V N L0NNN to NII r7 to o NEO ao ao W � N+ M zzLn C14 � p p gim (V p (0� to rn ( LoM M + W +� KZO 0') + O N M ¢ + F- N - —(� » C14 = (0 + _ 00n CD +L� O 04 N O N Ln II m ; II — cn �M_M ¢m o � 00 n n ao s s F� te Q N N�00 00 00 Nm Do 00 (n (n 00Y) Y)�000 Q Ni� � n o o ao 00 n 00 00 ( EXISTING GRADE n -d � ' 0OcOn n� 00 00 00 00 0 � _ nn PROPOSED GRADE C,) ot� 00 00 (n @ SEWER ck� 00 00 2545 SEWER — - - - - - - - - Z W 2545 2545 - - - - - - - - - - - - - - 2545 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 u — — — — — — — — — U H PROPOSED GRAD EXISTING GRA E Q @ SEWER @ SEWER � 2 2540 2540 2540 2540 Z 0 I C 0. 0° o- af L. 8 P @ .4 ° Iaf 58 L.F. 8" PVC @ 0.60% 0 T71L.F. 8" PVC w 8L. . 8 PVC .4 ° @ 0.40% � 2535 2535 2535 2535 3L. . 8 PVC@0.4 % 38 L.F. 8" PVC @ 0.40% 24 L.F. 8" PVC @ 0.40% 24 L.F. 8" PVC @ 0.40% 38 L.F. 8" PVC @ 0.40% T'� L.F. 8" PVC @ 0.40% n (n 2530 2530 2530 2530 ::1 9 10 11 12 13 14 15 16 17 18 19 20 20 9 10 11 12 13 N BARNSTEAD WAY & W CLASSIC DR W AVENDEL DR HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' N N N VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' CD 0 o w Q Do rn o ¢ O d rn 6 0 L N ") N W O N v _ 0� 2i 3 N Lu M .� N S � N~ � IOn (D M° U')(D (D O N N o N � N M2555 I 2555 2550 N N + 2550 2550 2550 M 0 Z Z + pc0 + + OO W NIIj + W N Zn C14 — — — _ NO v N (O N n n or_00 m N n n 00 00 00 nV) n n ao 0 o II 0z0 U-) a PROPOSED` = Z aj ZN @ SEER OP SED GRADE Mco Cn N N to 0 NI ,n SEER U-) IIW °° LM M Moo NPR N r PO M O + O SN MN � N + _2550 ( - 2550 2545 2545 2545 2545 nW � rn + Zo r- (� 04 M N Z r6N (Op ao 00 N N N (V > EXI TING GRADE W O+� 0 4F = 00 p N j j (� rz ^ oO + o� V) >O I @WEIR RADE 0(n nV) Oo co NN ( N ��_ - (n (n 00 ao EXISTINGG � C u1 = z n n ao aoNN md N _ @ SEWER Q � _ U) moo00 � - - — - - � �o 00 00 _ QEX STING GRADE Q LL m - 2540 2540 0SEWER cn Q2545 2545 2540 2540 Dzo ch PROPOSED GRADE '^ 0 @ SEWER v / N 60% ce C L. m ° Z_ W Z 2540 2540 2535 2535 2535 2535 0. 38 L.F. 8" PVC @ 0.40% 34 L.F. 8" PVC @ 0.60% j 38 L.F. 8" PVC @ 0.40% V --t 38 L.F. 8" PVC @ 0.40% w CD z 2 24 L.F. 8" PVC @ 5.00% 7 L.F. 8" PVC @ 0.40% 2535 - 2535 2530 2530 2530 2530 19 20 21 22 23 24 25 26 9 10 11 12 12 9 10 11 v w W CHARLES DR W RAVENSCROFT DR PRIVATE DRIVE � CD HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' w VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' CD z FEET 50 0 25 50 100 Q o DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL N 5 0 2.5 5 10 z JOB NO.: FILE NAME: Q 18 GRAPHIC SCALE REF. P P-6. 1 w 1 inch = 5 ft. Vertical No.: i NOES 18 OF 19 z 0 L N D 2545 ^w ^N N 2545 2545 ^in 2545 _� �yb J7p 5 N N N .W^.i�.� J 0) O W M co I Sri 0) II II F L6 rn ly >J.1 U� zz N n CV .Zi.�.i C0 N C 4 CV N N N M In O N N N N COD COD , Z N O M N II O O N N II CV 7 7 7 O M M II 4 04 �P W MMN pC) z � (m 0) II II mQ zzz Oo NN ? � Ln � O �� S \�� Q O N N N CV +M — O 0000 +r) O N N E 00 00 00 � �M Z Z O ifi N N N ~ 2540 �Njjj �Njjj Frizz �NNN � = NZZ = ;; ZZZ 2540 2540 = ;; ZZZ M � - - � 2540 Q II II g Q + Z_ Z_ N F-ma - M ��a a - (n ��a - - 2 �N Z Z Z o+ M M� 00 00 PROPOSED GRADE N `n E 00 00 00 `n `n E 00 00 00 M ��-- 2 N Z Z Z M Mot� 00 00 00 N — — ® SEWER / PROPOSED G ADE � �MM0000 @ SEWER nnnn 2535 — — — — l\ I ✓ — — — — 2535 2535 \ ^` — — — 2535 f - - -- - - - - - - - - - - -- — — — v Z W EXISTNG GRADE W Cc SEWER .0 EXISTINGGRADEm W f 2530 2530 2530 ® EWER 2530 LU O = H x K 20 .4 J V I Z m O "M V 2525 2525 2525 ,4 2525 a W W Inly�I�nI Z IJ W 2520 2520 2520 2520 9 10 11 12 13 14 15 16 9 10 11 12 COMMERCIAL ROAD COMMERCIAL ROAD Q a o � HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' � E�rn VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' z M CZ Of x O00 04 o F-O� O C) 0 0a.01 zy �� LdZoo 2545 2545 2545 � 2545 CVto Co CV CV N w CO a' II II �co� Z v vN O O +M Z Z O MO = = cn Q Q �] Q M v N � O + O N M � j j j � ± 0 rz CD O Q 00 N O�j n r_ r_ N N = cl z N N O N N N I I Q — Lr) Lr)0Ln _ 00 00 00 N H a 2540 O N o N N II 2540 2540 N N�00 °° 2540 o r- II o N II II ~ '� o PROPOSED GR DE o M +M z z o ±� ® SEWER +M O O M j j j 2 N Z O M j 2 N N �a EXISTING G ADE M `�E 00 00 00 M M�00 ® SEWR %2535 — — — — — — — 2535 2535 EXISTING GRADE 2535 SEWER PROPOSED GRADE 0 SEWER o 2530 2530 2530 2530 w 0 L. . V ® .62% 78 . . 8 PL. 0 I 8 PV ® 0.62% 2525 2525 2525 2525 m W w m m M m N O O U w O O O Q 2520 2520 2520 2520 0 0 0 Q 9 10 11 12 9 10 11 12 00 m o Q COMMERCIAL ROAD COMMERCIAL ROAD M N 00 6� HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' j N VERTICAL SCALE: 1° = 5' VERTICAL SCALE: 1n = 5' "' w O N o O Q Z Q r LD o — W > o Z _ Q LL- m Q z cn O o c Q 03 ch Q Z_ o Z Ld / LL Q — Ld a- w V) z cn W z Q �- U Ld w O O z w CD z FEET 50 0 25 50 100 Q O DATE: SCALE: GRAPHIC SCALE 04/18/2025 AS NOTED 1 inch = 50 ft. Horizontal DESIGN: DRAWN: 0 FEET JEB PDL 0 5 0 2.5 5 10 z JOB NO.: FILE NAME: Q 18 GRAPHIC SCALE REF. P P-6. 11 u 1 inch = 5 ft. Vertical No.: / NOES 19 OF 19