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Home My WebLink AboutWQ0037665_Site Plans/Maps_20200715J w w J J :3UTILITY NOTES \ z z F- w 0 0 0 w 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THE CITY OF w w v w w v w w ELIZABETH CITY PUBLIC WORKS FACILITY MANUAL, NCDENR RULES GOVERNING PUBLIC \\ \ \\ V) J w cn 0 0 cn w J cn WATER SYSTEMS AND NCDENR MINIMUM DESIGN CRITERIA FOR THE PERMITTING OF Q Q w J Q \ of Q J w Q Q \ \\ w 0 w cD w w 0 w 0 w GRAVITY SEWERS, PUMP STATIONS AND FORCE MAINS. \\ \\ \\ 2. LOCATION OF SITE UTILITIES SHALL BE VERIFIED WITH PROPER UTILITY COMPANY \\\ 13' 5' 5' 4' 3' 3' 4' 5' 5' 3' I PROVIDING SERVICE & "NORTH CAROLINA ONE -CALL CENTER". \ \ I C) w Iw C) I 3. CONTRACTOR SHALL ADJUST ALL EXISTING UTILITY STRUCTURES TO PROPOSED GRADE \ I D 0 I I I CD z I (NOT LIMITED TO THOSE LABELED). 4. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH \ \ I I FEDERAL OSHA REGULATIONS. \\ \ 5. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL CONNECTIONS TO EXISTING UTILITIES 0 j ? I I I ? j 0 I INCLUDING PERMITS & FEES. 6. ALL WATERLINE SHALL BE PVC ANSI/AWWA C900-07 DR18 OR DIP ANSI/AWWA \\ \ I I C151/A21.51. ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON. 7. ALL SANITARY SEWER PIPE SHALL BE PVC SDR35 OR DUCTILE IRON PIPE. ALL SANITARY \\ \ PIPE WITH LESS THAN THREE (3) FEET OR GREATER THAN 15 FEET OF COVER SHALL \\ I 20 UTILITY EASEMENT I 50 R/W I 20 UTILITY EASEMENT I BE DUCTILE IRON. MINIMUM COVER SHALL BE 30" REGARDLESS OF PIPE MATERIAL TO \ \ MEET THE REQUIREMENTS OF RULE .0904 OF THE GOVERNING PUBLIC WATER SYSTEMS. N11\ \ \ TYPICAL UTILITY LAYOUT 8. FOR PVC WATER MAINS PROVIDE #10 GAUGE INSULATED COPPER WIRE SECURED ON \ \ THE MAIN AND NON -DETECTABLE WARNING TAPE, LOCATED ONE FOOT BELOW GRADE. \ WIRE SHALL BE LOOPED IN VALVE BOXES. WIRE SHALL BE CHECKED FOR CONTINUITY BY CONTRACTOR PRIOR TO ACCEPTANCE. TRACER WIRE SHALL BE SECURED TO THE \ \ \\ WATER MAIN. �► ` 9. ALL BENDS, TEES, OFFSETS OR PLUGGED ENDS FOR WATER LINES AND FORCE MAINS SHALL BE RESTRAINED BY A MEGA LUG TYPE RESTRAINT SYSTEM AND RESTRAINING RODS OR APPROVED EQUAL PER CHART ON SHEET C702. 10. SANITARY SEWER LATERALS SHALL BE 4" PVC AT A MINIMUM SLOPE OF 1.00% UNLESS ® I ��,� \ \ \ \ OTHERWISE NOTED. PROVIDE A CLEANOUT AT THE PROPERTY LINE. \w \ \ 11. FOR WATER SERVICE LATERALS, PROVIDE 3/4 CORPORATION STOPS WITH A 5/8 METER 119 1 \ \ SETTER IN THE CITY RIGHT OF WAY NORMALLY BETWEEN THE SIDEWALK AND RIGHT-OF-WAY. SERVICE LINE TO BE TYPE K COPPER TUBING, MINIMUM SIZE 3/4" IF S \\ \ SERVICE LINE IS GREATER THAN 50' THE LINE SHALL BE 1 ", UNLESS OTHERWISE ' \\ NOTED. \\\ 12. SANITARY SEWER LATERALS SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION FROM 12O , WATER SERVICE LATERALS WHENEVER POSSIBLE. WHEN THE 10 FOOT SEPARATION EX POND 1 B \ \ THECANOFTHE N�OP BE MAINTAINED, SANITARY SERVICE LATERAL.DTARY LATERAL SHALL BE AT LEAST 18" ABOVE \ 13. ALL UTILITY CONNECTIONS ARE TO BE OBSERVED, INSPECTED AND APPROVED BY CITY g 70 , \ \ UTILITY REPRESENTATIVE. GG LF 8" PVC ® 0.40% \ ® \ •• 1 \ \ i t� I w \ 156 \ 137 138 \\\ \ 122 I \ \ +3& LF 8" PVC ® 9.49% ® 138 0.38 \ 91 I I \ •E PHASE B m 99 157 I E I I I 136 / \ `\1 139 i PVC SANITARY SERVICE LATERAL (TYP) I I \ 158 I PHASE 2A \ , 155 \\ i WATER SERVICE LATERAL (TYP) 135 � o co` 124 I 140 -- -- `� I \ 159 1 Rod F4] t - - - - 74 LF 8" PVC ® 8.49% 1 0.37 125 126 MATCHLINE - lfl I 226 225 0 UTILITY LEGEND STORM PIPE 11 j 8"SAN SANITARY PIPE g-WTR WATER PIPE ® WATER VALVE © WATER METER A, FIRE HYDRANT ® BLOWOFF VALVE o CLEANOUT • MANHOLE O LIGHTPOLE ® ® ® ® ® ® LIMITS OF DISTURBANCE PHASE LINE - - RIGHT-OF-WAY LINE SEWER CALLOUTS MH RIM=! 2.96 12.99 INV=:F.-48-E-D 7.31 INV=7.58-E-F 7.31 MH RIM=! 3.58 13.61 INV-8.64-F-E 7.84 INV-8.14-F-G 7.94 MH RIM=13.91-13.92 INV=$-++ G-F 8.22 MH RIM=! 3.76 13.42 INV=9.9-1- P-0 9.77 MH RIM=13.10 INV=9.63• S-R 9.25 WATER CALLOUTS ECONNECT TO EXISTING 8" STUB lfl8" 22.5' BEND a8" 45' BEND �4 8" 22.5' BEND 2" BOV a 2" BOV ❑7 8"x6" TEE 6" GV & FH 8"x4" REDUCER NAD83 0 a �n Z 3Nw z>>� z 044 Q M � ct vim, O oc 3 5 0 p e°0 p z 0. 1. z a O W J W 0 w 0 0 z z 0 Q w u) w Ld w?�_ a Q M � z N 0 z 0 Q = Ln a Ln w cn p cn J o' _ O O N � � H O cn o W� > z w o� �a cn j a W ^ z W � x w �l O xW \�=O SOUS/0 =�!!SEAL _ 034014 - /00111111 Li s SHEET NO. 0 40 80 120 SCALE: 1 "=40' C400 2 . IL �I mg PHASE B 94 161 162 163 164 151 LF 8" PVC ® 0.40%- 83 1 165 - - - - -----[-g] J 154 LF 8,. DI ®0.40% Elo + 71- 27+00 CONNECT TO EXISTING 8" SAN REGENT STREET 166 1 1 I 1 167 Fi-il FUTURE 168 1 PHASE 1 WEI 169 E F12]E MATCHLINE - SEE SHEET C400 I I I 127 1 132 ID -- -- -- -- � � I ao 171 LF 8" PVC ® 9-49% 0.48 128 129 130 131 I 119 LF I 8" PVC @ 0.40% I I �� _ym_oN SrWAY- +� 5 0' 1RJW � LF 8" PVC ® e-4-s% -- -- Z'9L_,L, -- 0.39m- co 89'WT,r'~ 8"WTR 88"WTR �8"W IrFF�-------- - -LF 8" PVC -6� 166 0 9 I PHASE 2x I I I I I I I i I i I i I I I COMMON AREA 5 I I 0.139 314 LF 8" PVC ®6-8% 170 0.38 ll-�7 LF 8" PVC @ 848% - - - - - - -21-o - -5---- Xr-211�1 LF 8" PVC @ 949% 18 -8"vrrR WTR 7 8"WTR o M MAC.HELHE IISLAND LA E ---- ----� ----- 50 T W I I I I I I I � 1176 177 178 179 I PHASE ?B 354 LF 8" PVC 0 6% I I I I I MATCHLINE - SEE SHEET C402 00 IN 1 Go I� tT 1 13 1 I 143 52 I I ' I I I PVC SANITARY SERVICE LATERALI (TYP) 144 151 WATER SERVICE LATERAL (TYP) I � I I� I� IQ 145 150 ID 14 IO 1 I� 146 I 149 I I I 254 0.45 '6+ LF 8" PVC @ 8.-48% I I I I I I 147 1 148 - - - - - - - - - - - 3% LF 8" PVC ® 0-49% 17 CONSTRUCTION RECORD DRAWINGS I PHASE 2 ONLY - - , - - - 7 224 222 221 - 8"WTR 8"WTR 8"WTi 8"WTR "WTR "WTR --- -- -- - - -- 0.57- -- 7 COPPER CR EK LANE - -182 LF 8" PVC ® & 7+6% --------------- 227 -- ---- I----50-R�W I I I I 231 232 233 234 228 PHASE 2A 229 w u d UTILITY LEGEND STORM PIPE 8"SAN SANITARY PIPE -8"WTR WATER PIPE ® WATER VALVE WATER METER AV FIRE HYDRANT ® BLOWOFF VALVE o CLEANOUT O MANHOLE O LIGHTPOLE LIMITS OF DISTURBANCE PHASE LINE - - RIGHT-OF-WAY LINE SEWER CALLOUTS A M MH MH RIM=42.62-12.38 RIM=13.52 -0.061NV=-9.85 A -STUB INV-8.46 M-H 8.23 0.041NV=C).05 -B INVErA-H 4.13 N MH B RIM=12.48 12.47 MH INV=2.77 N-W RIM=12.1712.39 INV:N-C 2.43 INV$65 B-A 0.64 INV-3.91-N-Q 3.46 INV -52- B-D 5.47 INV=0.75 B-C 0 MH C RIM=12.z3:F11.60 MH INV-8-:F30-C 8.58 RIM=12.86-13.03 INV-8.73 O-P 8.56 INV=2.00 C-N INV-1.99-C-B 1.78 Q INV-8.25-C-0 8.08 MH RIM=l-3-95 13.16 D INV-5.11-Q-N 4.63 MH INV-2-1-Q-T 4.73 RIM=12.52-12.58 INV-7.60-Q-R 7.16 INV-6.21-D-B 6.30 INV-6.31-D-E 6.30 R MH H RIM=! 2.4512.52 MH (DROP CONN) INV-8.64 R-Q 8.33 RIM=12.8-2-12.89 INV=8.74 R-S INV-4.95-H-A 4.78 INV=5.05 H-1 INV-7.63 H-M 7.27 WATER CALLOUTS lfl 8"x8" TEE 2-8 ' GV'S lflCONNECT TO EXISTING 8" STUB H8"x8" TEE 2-8" GV'S 8"x6" TEE 6" GV & FH 11 8"X8" TEE 2-8" GV'S 12 8"X6" TEE 6" GV & FH 13 8"X6" TEE 6" GV & FH 8"x4" REDUCER 14 8"X8" TEE 2-8" GV'S H8"X8" TEE 2-8" GV'S H8"X6" TEE 6" GV & FH El 8"X8" TEE 2-8" GV'S H8"X6" TEE 6" GV & FH H8"X8" TEE 2-8" GV'S 0 40 80 120 SCALE: 1 "=40' u/ N 11c I F-� O Q N M r. OF � N W bA cd d O p M00 Z kn O `n e 7mw � 7�, 0 z z 0 1 J rW P� Lam ~ W 0 0 M z z o Q w N w of� W 00 rn z N o z [� p 0 Q In af a_ Quo-= In L a) J af Q U O O c� � H �w o v w 1.4 > Q o a � d d � > a P-� Q z L) x l rw w � v x a W N O xW 41 SEAL = 034014 ��►�� W SHEET NO. C401 FUTURE PHASE MATCHLINE - SEE SHEET C401 ' 22 \ 190 172 j .8" PVC 0 0.40% \\ \\ 189 \ 188 / / / of P P, / CONSTRUCTION RECORD DRAWINGS PHASE 2 ONLY I I I 239 240 241 242 243 fl rrl r Af Alrrfl 33 o� / / e2- 07 i \ 187 / to / \\ i \ i ♦ �� 9 � 11N�=8.1 �1 2.2 � 2. o\ / �oE / / 8L . 0 // P,P / / 6 / / / / / / / / / / �j 9 IN\/=8.64 8.8� 17 � �-o a 1 . j2.0 / 11. 8.21 / ll/ - -_j ►C UTILITY LEGEND STORM PIPE 11 j 8"SAN SANITARY PIPE 8"WTR WATER PIPE ® WATER VALVE © WATER METER A, FIRE HYDRANT ® BLOWOFF VALVE o CLEANOUT • MANHOLE O LIGHTPOLE . - - - - ® - LIMITS OF DISTURBANCE PHASE LINE - - RIGHT-OF-WAY LINE SEWER CALLOUTS MH RIM=! 3.83.12.99 INV=6.47 I-H INV-6.57 I-J 6.17 J MH RIM=! 3. 1:713.22 INV=:F.E)5 -I 6.84 INV=7.64-J-L 7.42 INV=:7.1-5 -K 6.84 MH RIM=!?9812.87 INV�8.99- K-J 7.64 MH RIM=SAE 13.85 INV=8-�3- L-J 8.11 MH RIM=! 2.9412.93 INV=#�W-N 3.67 INV=5�W-X 5.09 INV=+.-I-�-Y 3.77 X MH RIM=! 2.:7:712.53 INV--&.- X-W 5.75 Y MH RIM=42.4812.29 INV---5..35 Y-W 5.28 INV-5.45- Y-Z 5.28 WATER CALLOUTS 20 8"X6" TEE 6" GV & FH 21 2" BOV 22 8"X8" TEE 2-8" GV'S 23 8" 22.5' BEND H8" 22.5' BEND E8" 22.5' BEND 26 8"X6" TEE 6" GV & FH 27 8"X8" TEE 2-8" GV'S 28 8"X6" TEE 6" GV & FH NAD83 0 40 80 120 SCALE: 1 "=40' C/� N H H �D � O Q�°,.� �n z o O z 0 0 a �� zz z as z a 0 W � � 0 � 0 0 z z 0 Q w :2 w of w w Q ao rn w E-I J Q Q � z N 0 Z a oN 0 Q w Ln a_ Q Ln Q � o Q J Q _ a_ v O x H �-I > z j a W w z �+ Q ; W O xW T� V 1 \�=O SS/py � 44. AL = 034014 = P. HUES SHEET NO. C402 IZ5 O 218 I _ \ Q SAW ��►�� CONSTRUCTION RECORD DRAWINGS PHASE 2 ONLY \ , / 216 --- / \ o \\ \\ COX `\ 106 LF \ " PVC @ E)% \ \ \ \ \ 215 �Xo `\ 211 L147 LF. 8" PVC @ 0 40% 212 V \\ 238 237 DEFLECT AS NEEDED\\ 236 \ 213 \ , \ 210 214 \ 32 \ �� 3a& ELF 8" PVC @ 8 49%. 247 246 �ATER SERVICE LATERAL\(TYP) 245 \ PHASE 2B, \ 244 R O, 0' 208 v 207 / ' 44 LF 8" PVC ® 8 46% 2430.42 o V� 205 � \\ o 00 PVC SANITARY SERVICE LATE L (TYP) 3� 204 4 \ 203 \ pp — — — — DEFLECT AS NEEDED 202 8.3g. 1 �0 O / \ 12.1 7�7 i' RAGy / / / 201 8.10 STORA / �� C3 STORA / STOR GE / C3C3 CONC \ / �► j / Yv / 9.��NV=8.8g - �11 72. 1 8. " / �� v� 12.2 �^ I pp�a- 1 1 7.96 N � � O I UTILITY LEGEND STORM PIPE 8"SAN 19 SANITARY PIPE 8-WTR WATER PIPE NAD83 ® WATER VALVE © WATER METER 4, FIRE HYDRANT ® BLOWOFF VALVE o CLEANOUT • MANHOLE O LIGHTPOLE - ® ® ® ® ® - LIMITS OF DISTURBANCE PHASE LINE — — RIGHT-OF-WAY LINE SEWER CALLOUTS AA U MH MH RIM=! 2.59 12.64 RIM=12.61.12.46 INV=q-.28-AA-Z 7.17 INV�8-6 U-T 8.10 INV�8.99-AA-BB8.79 INV U-V 8.20 BB V MH MH RIM=14.81-14.09 RIM=12.9412.87 INV=18.15 BB -AA INV-9.11- V-U 8.77 10.05 T Z MH MH R I M = 1 2.5':F12.78 RIM=12.9:712.92 INV=4- T-Q 5.77 INVZ-Y 6.03 INV=8-99- T-U 7.51 INVZ-AA 6.13 WATER CALLOUTS 29 8" 11.25' BEND 30 8"x6" TEE 6" GV & FH 3-8" 45' BENDS H8"X8" TEE 2-8" GV'S 8"x6" TEE 6" GV & FH 8"x4" REDUCER 32 2" BOV 0 40 80 120 SCALE: 1 "=40' 0 J W 0 0 0 z z o Q w w Ld W 00 a Q M � z N o z a 0 Q LJ Ln a Ln Q � p Q J Q _ U O 0cn N x H o W� > z �a c j a Wn z M rT1 Q U W a N_ O x � W T� V 1 \�=O SS/py A' =0 = 034014 = Li s SHEET NO. C403 O M N O L/1 N > W r7 � O r O N O W W W > Li> N > '� Cj "cO CO w J W W J > Ld J W W > J 0 N M >�� - + I co w LI W w I _ w L/1 '-a M r- — N O + + O O04 + O O N bA W Q N N + ro °O W > > PROPOSED GRADE Q r`� o cd N � EXISTING GRADE "' a Q H Q H 04 a °� O _ Q cn O M 15 - a > -0 SO > 14 CON14 C TO - - _ I 0.30 ° _ LL Z ,ter, O Ex WTR -- - -- — — — — — _ ° - -- �� - -- - ------ -- -- --- - -- -- -- 30%_ - -- ------ 13 Q 00 - ----- 12 x -_ 12 1 2 LF 1 " HDPE 0.2 % z ell 195 LF 15" HDPE 0.23% � � 11 11 a 10 10 9 — 9 z 74�1' 8 8 Pa 7 m :7 LFF 18" 0.20% 139 LF 18" HDPE C� 0.20 7 @ 0.4 % z 6 LL 6 10 138 .38 m 274 L 8" PV @ % 5 N m 04 � w 5 00 N . 0 0.48 800 ~ 3 00 ° co ° - 0000 ao x 3 151 F 8" P C cooc 00 00 2 1 1 0 o z 0 co O 0 — 1 w v O —1 —2 N rn .� M `n rn M '� M� MM co QQ Q Q z m� Gaon z —2 —3 �w I I I MMM I N w I I I •mw 04NN v <c cu I I O �mz —3 Li- -4 �� w po QQ oo NQQQ �Q Q O�mmm �QQQ w QQ —4 -5 �cD �MMM 00 N m� 0000 mNr�MM U-� mN o� O � NnNI- a°�c6-rnco MINE -5 -6 I II m� II vll jl m�000 vll 11 11 11 I II VII I II II I II II NII II II II III II II II > II I II vll 11 11 11 =I -6 —7 cDccz �m ��> z Qwz - r�� QEzzz --- wcc z - ,n� Q� zz -- omzz > ��> Q�zzz -- --- �� Q�z - z m - zzz --- rn� Q�zzz --- Qmzzz »> -8 -8 I� Lo I N O O O I- In r^ Ln co N n u) O rM I r- Lo N O L 00 tD PM n N O M O M 00 P7 I- � r- co O 00 O N PM U) r- 00 � O c0 CO I� cfl � � c0 O � N co ' � M N Lo � � O co � � r7 M cfl r 17 I� N 00 I� N I) O I) M N M N Kj N M N M N M Kj N M N M N M Kj N N M N M N r7 N rn N � N N a0 N N N N N N N N N N N N N M N N N N N N N N N N N N N N N N N N 26+69 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 UNION STREET LLJ O O I O N O N 0 cn ro o 04 w ro00 �, U W M r\ O rrj r7 O rrj J Ld > O 0 rrj I Q N N > > I W J > W O N N > N Z > > J J Lu W + W W N > J W > Z W W W W W O N N I I > W J J W I W J W m I, w O 04 N + cfl I� Q + Ld J w w I I, cD O I O N N +0 + - + U' N PROPOSED GRADE r- `� 00 00 O + + N r i + NOTES: N 00 + '�' PROPOSED GRADE Q a Q EXISTING GRADE N c~n 00 + + o PROPOSED GRADE _ Q 1. ALL JOINTS MUST BE MECHANICALLY RESTRAINED PER THE co Q Q EXISTING GRADE N ~ cn 15 a N cn ~ N RESTRAINED JOINT CHART ON SHEET C702. J N ^ �15 cn EXISTING GRADE 15 14 4 15015 `14 2. ALL VERTICAL WATERLINE OFFSETS SHALL CONFORM TO 14 14 13 3 14 111111111110 VAN ELIZABETH CITY PUBLIC WORKS FACILITIES MANUAL DETAIL 13 P3 1 2 � MINI REM m 2 I 13REIM M, �11 EMM-3 L 111MIMMEME1111IMMIld )$3 0 WAT-08. ° w 12 12 11 1 12an 12 3. PIPE DEFLECTIONS SHALL NOT EXCEED 80% OF THE 1 1 11 10 11 1 1 pp� MANUFACTURERS MAXIMUM DEFLECTION. 0 10 0 9 10 10 0 a 9 9 8 9 9 4. PROVIDE COMPACTED SELECT FILL BETWEEN PIPE AND MAIN = 8 8 7 8 8 WHERE STORM PIPE CROSSES OVER UTILITY MAIN WITH 7 7 6 7 7 REDUCED CLEARANCE, AS NOTED. .21 0 6 6 5 6 6 5 4 5 14 5 v 4 4 3 4 4 N 3 3 2 3 3 can 2 2 1 2 2 14 1 0 1 0 1 1 1 0 MINIM 1 43 0 0 3 1 mmmm 1 2 2 1 1 N 2ME Am 2 3 mmmmm 3 2 2 3 INS 3 4INIMMMMM, 4 3mmm 3 4mmm 4 -5 5 4 4 N -5 5 -6 6 -5 -5 w ao N mill C O 0 SHEET NO. = 38+00 39+00 40+00 41 +00 41 +73 26+31 27+00 27+81 9+80+00 1 1 +00 12+00 13+00+ 12 It U) UNION STREET REGENT STREET SYMONDS WAY U GRAPHIC AL IN C500 ) °' HOR=40' - VERT=4' 0 0 40 80 120 0 _�iTiPifl� __■ II�G��i�� \III �l� = • - - • - Y�� O 1 J � rW W O w0 0 z z o � Q g w N � w � Q W ao rn � Q z N o z W O NQ�o- = W = 0 ON x o � � q O � a �—I � � O �W Q q w �, W � U x W O xW .�.A. Rol SEA�� = 034014 //lllllllll\� W � N O O L Fy � O 00 r- 0)O � CnIvc') N r7 N � Q N cn O O O N O N O> M N W W w N N 04 M O W W W J W W i W i w �./ W N w to J I W L�J J LLJ Q J LLJ W (o O 1 00 W W W W '' ', w of + + + I I 1 � cd — 00 O N r) + O ± O O N Q "a 00 + r7 0 + rn O 0 r + 0 Q M + M + + `� w °� Q r') 00 a Q PROPOSED GRADE cn� NM PROPOSED GRADE N N EXISTING GRADE N a_ > TEXISTING GRADE V N U) N 15 �15 1 a - 00 15 1 4 ��4 1 m WA WA 14 z 1 13 1 MM 13 a 12 12 12 12 z 11 11 1" 11 7r� 10 10 ic 10 b a 9 9 C-i 1 1". MEW i F MOM1,211 MINA Im will 8 8 8 7 7 7 6 IN 6 6 5 5 5 4 4 4 3 3 3 2 2 2 1 1 1 0 0 0 -1 -1 -Lj -1 14 Li- -2 -2 - -2 on -3 -3 - -3ild MIAMI MMI MEMMM -4 -4 - -4 9+88+00 1 1 +00 12+00 13-..-1 2 2 50 MACHELHE ISLAND LANE GOOSE POND WAYLn E O I rn Ln 0 un O CD _ O N N 00 � N N � � J N N N i J W W J W J W W W I W W W % � W W r W W W � W I J Lj J I V) O N + LO 00 O + 1 Wui r- + N r7 + O O rn + ON + + ro ,°'� PROPOSED GRADE Q a N N PROPOSED GRADE a �� N �' - EXISTING GRADE N_ 1.4 z 15 15 152 � N m 14 14 14 13 13 13-M cn 12 MMMMM,12 12 n 11 11 11 1 J 10JI0 10 Milli i1w 3 9 9 9 NNW °' 8 8 8 7 IBIOMMMMMM7 7 m M. OEM= m1mmmmmmmm IIIMMM=--.M(=Elllmmll'HD Omni 1 6 6 6 O 5mm 5 5 O 4 4 4 a = 3 Mm 3 3 mmmmmmmmmmm c INSTAL •2 BENEA 2 2 0 1 1 1 0 0 0 mmmmmv 1 1 1 1 N 2 2 2 2 c°'n 3 3 3 3 4 mmmm AIM 4 4 4 o -5 -5 -5 5 0 3 N N a H I 0 38+50 39+00 40+00 41 +00 42+00 43+00 44+00 45+005+ 1 5 9+88)+00 1 1 +00 12+00 13+00 14+00 1 4+78 GOOSE POND WAY GREAT ISLAND LANE W 0 SHEET NO. U) U 0 GRAPHIC AL IN C501 °' HOR=40' - VERT=4' 10L 0 40 80 120 1 ��1��1�� I11�1��1��■�� Il��i�_�__��■1■��i��'il��!!��1� -�� - _ - -��■III Illi��r■1��11��11�� I��il O 1�J J V- W o wo 0 z z o Q w N � w �i Q W ao rn � Q � � N z W O NQ�o-= = W O ON x o � � q O � a W Q q�o w x W � U x W o xW H .�.A. Rol SEA�� = 034014 //lllllllll\� W � N 'z O co M M M M M O 0) 00 [� [ N N cj N 04 c� N wj N J r W > W O O LJ W i J W W W J J W W J a l k L� r O J W I J W M to 7 W W O + M CWIU 00 N + r- 00 + + + 0 + Cfl 00 00 + d7 O aL O Q Q Q PROPOSED GRADE N Q Q Q a o� cd 15 14 4 O 3 12 2 0 777 11 1 a 10 zz � z 8 Pvc IN —As III llw�l Ec-- ism BB 5 4 2 1 0 mm -1 1 —2 lIllI 2 -3 3 -4 4 -5 5 M N 9+88 1 1 +00 12+00 13+00 14+00 15+00 1 6+00 17+00 18+00 19+00 19+37 COPPER CREEK LANECD 0 I N N O N O 0 r- t p) M 0 00 c0 M M M rrj 00 M O) nj M W M N W W N > W J N W > W J W cn i J J W W W w I > W W I > J J W �j I pry M w I o w , o + 0 U O M 0000 + + O + cD Cn O + + O N w I + 0 0 rn + N Q + � 00 r Q � z a N N > mmmmmmmm 15�NMI 15 m 0 14 14 c0 13� 13 4-1 co 12 12 11 11 10 10 3 0 9 9 8 8 I 7 7 0 6 6 Q 5ILM 5 P4Z = 4 111111111111111 4 c 3 3 co 2 2 0 1 1 0 0 0 O U N 1 1 boom 2 2 mmmmmm co is 3 3 0 4 ism so@ so Ism 4 0 3 -5 -5 -2 N c � Emmmml Al ISEEN 0 9+88+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+33 No w 00 CROW POINT WAY 0 SHEET NO. _ U) U GRAPHIC AL IN °'HOR=40' - VERT=4' C502 0 0 40 80 120 0 - . 111��1■I��i�i��■1■��11��■�� III = - • -�F�P.�■11 �■��1■11�� lmmmmmiliimmm �■1� ��®��1■��■■��--_��ilii��►��►i�■11 �■1 I�IIA��I. 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