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HomeMy WebLinkAboutD-2750380 0 00 U N 0 0 0 a N 3 o ° o o 2. 200 6 0XN 19 ) 1,51 UUG7d DWG NOTES: o i v � LID J: cLr� \ LD LC L (7,P�- ow r 1 FOR SURV1 EY CONTROL Qa o, INLE7 DRAIN n C[ INFORMATION. SEE DRAWING G4. _ P / IA. SSCO,'AERAT'ON �, l \. / • \ RIM 15"(114E) 651233 \ 9 W O o a WA.Tj = e P 7�j /gg P A; FULL :JF WATER) / J \ n� �N M 1 z N Z W N U a E��� 1 z� 4� z ° H U_ Z W /� r ?. ri �', SZ`�O /AERATION P1 C x ' Q as 3° �� 4. PERFORATED AND SOLID DRAINS NOT U a ,' �% k�, 5` P,VC vatvg. i / ' �. T, O�Vk_VE. EL. -.. 7.90. app° ° ° / ` Z pc ti U 5 � a CL Q s� C� z w J Q � 1 Z w U p < T/1 z V1 m P �" PERT "PVC DRAIN F - 12" PERF PVC DRAIN\ o� SAP END ?° - CAP END oa "I °4= P IE =11.50 IE =11 .75 a N 72075. - " a N 72147 E 5 E 53555 INLET DRAIN° e J23 �CTO NV 6 (NE) 673.33 \ \ � \ \ `� \' �� �..< \ \ 0 0 00 U N 0 0 0 a N N 72.200 O o ° o o 2. 200 6 0XN 19 ) 1,51 UUG7d DWG NOTES: o i v � LID J: cLr� \ LD LC L (7,P�- ow r 1 FOR SURV1 EY CONTROL � / I, 1 \ P INLE7 DRAIN n C[ INFORMATION. SEE DRAWING G4. _ P / IA. SSCO,'AERAT'ON �, l \. / • \ RIM 15"(114E) 651233 \ 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. W , A iP \ ,: _ -;DGE OF PONE{ UNABLE 70 MEASURE 6 G S / '' R EL. 8.37 C 0 Q WA.Tj = e P 7�j /gg P A; FULL :JF WATER) / J \ n� �N M 1 � — 3. FOR STORM DRAINAGE NOTES, SEE DRAWING Z W l X a �: Y '�P, = e P /_ l 72 ti 0 /� E��� 1C(D)800. H U_ Z W /� r ?. ri �', SZ`�O /AERATION 6' 5 !' K 2' ABOVE GRO a EQ - PLC �i_ 'i' i� �i _. Po Pow �� i �� 4. PERFORATED AND SOLID DRAINS NOT O rr; Q CV ,' �% k�, 5` P,VC vatvg. i / ' �. T, O�Vk_VE. EL. -.. 7.90. app° ° ° / ` Z pc � a PROFILED. CL Q s� C� z w J Q � 1 Z w U p < r t/ V' / P �- `� AV / j 39 LF -6" PERF / PVC DRAIN P �" PERT "PVC DRAIN F - 12" PERF PVC DRAIN\ o� SAP END ?° - CAP END oa "I °4= P IE =11.50 IE =11 .75 a N 72075. - " a N 72147 E 5 E 53555 INLET DRAIN° e J23 �CTO NV 6 (NE) 673.33 \ \ � \ \ `� \' �� �..< \ \ � HIS AREA WAS UNDER CONSTRUCTION AT TIME OF TOPOGRAPHIC SURVEY. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. �' a� p J AREA UNDER P 8O0 � \ i �/� o�� CONSTRUCTON y GRASS r / / I ,. 6„ P / ! � �o CB "TYPE -30 E _ GRT P.9 5 � IE 1N (E) =1�fLD LOCALE IE 6 °� IN N =FIELD LOCATE IE 6 IN, '(S) =FIEW LO CAT c AIR !it O IE OUT W -FIE LOCA E coPP�? AIR ui t ( ) T V f3•• / O O 8,E �Q __ _... _ � - MIN 60 FROM VAULT )d 6 7 043 FI LOC TE _ s, _ A ?,. °� -� A A -_p. A- � E 53.354 FIELD LOC TE) �C INLE4DRAIN - -_ pp�� ' JM —.. I5.80 � / ENV s`(NE) =I _27 , `E _^ a,j —_— 6" PERF PVC ,D IN CAP END IE =10.50 - - _ _ N - 71959 N 72,000 _ - / � _ I 0 E 53363 - - h oo � P / CONNECT EXISTING i o °`s - ti DRAIN TO 12" PVC DRAIN �' y 5 ppc / WITH PVC TEE.. FIELD °`a VERIFY EXISTING,DRAIN SIZE. o ❑ PARCEL 1 i ` -1 5' WATE EASEMENT N 72.000 I 85 LF -6" PERF PVC DRAIN PARCEL A - - _ - - -- ff GRATE_ / AREA Z 0 GIRT EPE1 67 �/ IE 6" IN S) -1 00 ,' / IE 6 0 (SE =11.00 _. — N 7195 EL= 13.30 PIPE TUB UP / 7 GRATE EL= 12.24 / ' CONSTRUCTION o < a " E 533 213.LF -6" PERF PVC RAIN G. A 6 13 PG / CB -TYPE 1 hp's,. GRT EL= 13.42 9�ti lL 6': IN NW) =10.75 s _ i 0 / / IE 6" IN- (S)=l 1.00 ICI 5 3m J y x' _ 12 IE 12' OUN SE �� 0.75 1 �: h 71917 E 53398 { ) PROPOSED LARGEMENT v OF CSTC TENTION A POND A WETLAND 4 Qk ,- ` DESIG SURFACE EL =8.5 - 5 \\ / �- �OG -_ - cc) :� ... a z z c a o a `0 ° 0 6 - 3a, 40 1 0`42 4 45 50 \ NQ11 �� o \� AREA UNDER CONSTRUCTION �' $ �c1 00 "/ j o�231.�i 5 .3 55 5 60 1 6 63 64 65 GG� \ \� 1 71 72 73 74 75 N 71,850 t4V71 50 KEY PLAN 20 10 0 20 40 scare: NONE Z O S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. mod, wasHi,�,fGJa N _ N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. a o 32 2 RECORD DRAWING INFORMATION COMPILED SIk.K �SSIONAL�� o ®--- --- -- ®s®�w®®ro BY FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR SS COMPLETENESS OF CONTRACTOR'S RECORDS. V�31 EXPIRES: 0e /05/'02 I RECOMMENDED ® �FQR APPROVAL BY i lo- ... F ®- T ® ® ®- ®e ° 'RECORD DRAWING , ROLL # 167