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HomeMy WebLinkAboutSWP2702750.41X5100038.DWG 9L1 Y o U W c� � w I� Q� Z z U f— z Z O N Q o o > LL_ Ld U O I y N 3 W W I� o Q U7 Q zN W Q:� Q O Z 0 0 0 z Lw �- W `U z w W a Z wU 0 Q x L -mry U U o Q+� (n q) Q o a00 13� O L E CV U i Li E-o ,_ 0 W �n a- Y 0)0 0 a E \ C N C pi O �(D �9: WJ4y_,- y, U �ZO C� < Zcn o O Z < � Q U L� U CL 2 m � (Jj phi oY Y c W 19.E Z y W G¢ U N 7 Q rn a? w N Q w O x m m 0 00 0 0 O U) _O `n x e Ld U o V) o Z N O N N 0.0 O O w U) O w O z EDGE OF POND PLANTERS 00, � 6 o' P o L 7` y POND P j CSTC STORMWATER o P�QUALITY TREATMENT 4 POND 9" DIA. SSCO/AERATION Cx IRR W1 1&A2.5 PVC VALVE ` TOP OF VA L VE EL. = 12. 6/9 e� I U TYP) -- 0 .............. P P I 1 PA VED PP W/ CON BA�E 0 (TYP.) 0 N W -CLEARING LIMIT FENCE (TYP) COINCIDES WITF DEMOLITION LIM C0 © THIS AREA CONTAINS EXTENSIVE LAKE SYSTEM, STORM DRAINAGE, IRRIGATION SPRINKLER PIPING, SPRINKLER HEADS, LAWN AND TREES. LAKE SYSTEM AND STORM DRAINAGE PIPING SHALL BE PROTECTED. ALL TREES AND SPRINKLER HEADS WITHIN THIS AREA SHALL BE SALVAGED. SCHEDULE AND COORDINATE CONSTRUCTION ACTIVITIES WITH LANDSCAPE AND IRRIGATION CONSTRUCTION ON THE REMAINDER OF THE SITE TO ENSURE CONTINUED OPERATION OF ADJACENT, EXISTING IRRIGATION SYSTEMS AND SURVIVAL OF THE SALVAGED TREES. CONTRACTOR SHALL REGRADE, REPLACE SALVAGED TREES AND REPAIR LAWN TO MATCH PRE -CONSTRUCTION CONDITIONS. Swoo—i7—ipro SOME EXISTING STORM DRAINAGE UTILITIES INDICATED TO BE DEMOLISHED SERVE AREAS BEYOND THE DEMOLITION LIMITS. THE CONTRACTOR SHALL SCHEDULE DEMOLITION OF THESE UTILITIES SUCH THAT ADJACENT AREAS ARE NOT FLOODED. CONTRACTOR SHALL PROVIDE MEANS TO DIVERT FLOW AS NECESSARY TO COMPLETE WORK. ... ..... -Comm P Comm - 12 EL EC .._ CONDUITS CONDUI TS 77 ........... A 70 N RECOMMENDED BY 077 � 1 FOR APPROVAL BY 6" NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR GENERAL DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR GENERAL DEMOLITION AND TEMPORARY EROSION/ SEDIMENTATION CONTROL NOTES, SEE DRAWING 9L801. CONSTRUCTION NOTES: CONTRACTOR STAGING, LAYDOWN AND STORAGE AREA. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO EXISTING DRAINAGE SYSTEMS IN ACCORDANCE WITH SPECIFI- CATION 02771. EXISTING STORM DRAIN- .......... ........... AGE SYSTEMS TO BE PROTECTED AND TO REMAIN. N 72,400 EXISTING LAKE AERATION AND RECIRC- ULATION SYSTEM TO BE PROTECTED AND TO REMAIN. 20' 10' 0 20' 40' S. 1 /2, SEC. 24, T. 23N., R. 4E., W.M. N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. EXISTING TREES TO BE PROTECTED AND AND TO REMAIN. MATERIALS SHALL NOT BE STOCKPILED AT THE BASE OF TREES TO REMAIN. mill «l! -N_ Tj OI�I "El 51 '�1► - Uf alm"IllymmElf 1IN �� 0"rom. ELM= M'mm 101111 11 �M�R_silll FCONSTRUCTION SET-1 Z DATE: L KEY PLAN SCALE: NONE