2016-09-12_PERMIT FILE - M1989029

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1 2 3 4 5 6 GENERAL SITE NOTES: CIVIL LEGEND CIVIL LEGENDS 1. EXISTING TOPOGRAPHY,STRUCTURES,AND SITE FEATURES ARE DASHED,SHOWN SCREENED AND/OR LIGHT-LINED. EXISTING THIS CONTRACT EXISTING THIS CONTRACT NEW FINISH GRADE,STRUCTURES,AND SITE FEATURES ARE SHOWN SOLID AND/OR HEAVY-LINED. o; ® 158.5 SPOT ELEVATION 2. MAINTAIN,RELOCATE,OR REPLACE EXISTING SURVEY MONUMENTS,CONTROL POINTS,AND STAKES WHICH ARE x — x SLIDING GATE DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL �55 CONTOUR LINE MONUMENT(S)IN A TIMELY MANNER,AND AT THE CONTRACTOR'S EXPENSE. GUARD RAIL x A 3. FOR LOCATION OF CONTROL POINT ON STRUCTURES,SEE STRUCTURAL DRAWINGS. x x CHAIN LINK FENCE w i 1 EMBANKMENT AND SLOPE a z 4. STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING,CONTRACTOR'S TRAILERS AND 3: o q ARCHITECTURAL FENCE ON-SITE STORAGE OF MATERIALS. - - DRAINAGEWAY OR DITCH > w m o 5. PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES. FENCING SHALL ii i� WIRE FENCE BE INCLUDED IN MOBILIZATION COSTS. ca OR Ca CATCH BASIN OR INLET CULVERT 6. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN. ® TRENCH DRAIN IL 7. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN. As OR .i SIGN WETLANDS < p os 8. UNLESS SHOWN ON THE LANDSCAPING OR MITIGATION PLANS,ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE Oo OR Os MANHOLE L) SHALL BE SEEDED AND MULCHED. WATERS OF THE US/OPEN WATERS < o 9. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING E ELECTRICAL MANHOLE h CONSTRUCTION. EROSION CONTROL DEVICES SHOWN ARE THE MINIMUM REQUIRED. xxxxxxxxxxxx .- E H ELECTRIC HANDHOLE xxxxxxxxxxxx TOPSOIL O wi 10. CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM LEAVING N = THE SITE. CONTRACTOR TO SUBMIT EROSION CONTROL PLAN FOR APPROVAL PRIOR TO MOBILIZATION. . POST OR GUARD POST > O a< SOIL RIPRAP(PLAN VIEW) wz 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTANCE AND CONTROL OF DRAINAGE WATER INTO,OUT OF, GUY ANCHOR _wr AND ADJACENT TO THE PROJECT SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING METHODS z rcw BY WHICH CHANNEL FLOW,SURFACE RUNOFF,AND SUBSURFACE SEEPAGE WILL BE TEMPORARILY DIVERTED, SOIL RIPRAP IN SECTIONS o 0.. DETAINED, r DETAINED,OR OTHERWISE CONTROLLED.WATER CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH ALL BM BENCH MARK �or APPLICABLE FEDERAL,STATE,AND LOCAL REGULATIONS,AS WELL AS APPLICABLE PERMIT CONDITIONS. w0 TEMPORARY WATER CONTROL SYSTEMS SHALL NOT CAUSE INCREASED FLOODING OR AFFECT NORMAL FLOW SURVEY CONTROL POINT OR 12- CHARACTERISTICS DURING CONSTRUCTION.ANY DAMAGE TO THE WORK RESULTING FROM BASE FLOWS OR FLOOD POINT OF INTERSECTION 53 FLOWS SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S SOLE COST. �..-•�� o BRUSHrrREE LINE B 12 THE APPROXIMATE BASE FLOWS IS 100 CFS.THE APPROXIMATE 2-YEAR DISCHARGE IS 950 CFS.THE APPROXIMATE zww a 100-YEAR DISCHARGE IS 17,400 CFS. i 0 TREE r 13 SEE STORMWATER POLLUTION CONTROL PLANS(VOLUME 3)FOR TEMPORARY EROSION CONTROL MEASURES — _ a1. o PROPERTY LINE w 14. CONSTRUCTION DWGS AND DESIGN ARE BASED ON BEST AVAILABLE DATA.DUE TO A HIGHLY VARIABLE CHANNEL, 0 0°wo CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXST CONDITIONS AS FLOWPATHS MAY CHANGE. CENTER LINE,BUILDING,ROAD,ETC. z g orc a STAGING OR WORK AREA LIMITS i U) N 1000.00 STRUCTURE,BUILDING OR FACILITY zw E 0000.00 LOCATIONPOINT-COORDINATES GENERAL YARD PIPING AND UTILITIES NOTES: ® e, BORING LOCATION AND NUMBER Ow N TP-2 TEST PIT LOCATION AND NUMBER _m 1. EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND FROM FIELD SURVEY.CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION No PROTECT ALLEXIST EXISTING UTILITIES URING CONSTRUCTION.PRIOR TO EXCAVATION. QT P-3 PIEZOMETER LOCATION AND NUMBER YARD PIPING LEGEND o Q$ < ® wo 2. EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT-LINED. SURVEY CONTROL POINT o OEXISTING THIS CONTRACT L) O NEW PIPING AND EQUIPMENT ARE SHOWN HEAVY-LINED. NOMINAL PIPE DIAMETER f >0000000< OR DEMOLITION x= 3. UNLESS OTHERWISE SHOWN ALL STORM PIPE SHALL HAVE A MINIMUM OF 2'COVER. ALL OTHER PIPE USE IDENTIFICATION v> 3 �� PIPE SHALL HAVE MINIMUM 4'COVER. E� w OR OR O STRUCTURE,BUILDING OR FACILITY PIPING<30"DIAMETER rn 0�1 4. ALL PIPES SHALL HAVE A CONSTANT SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING w C OR MANHOLE IS SHOWN. PIPING?30"DIAMETER 3 0 ASPHALT CONCRETE PAVEMENT ° o 5. ALL NEW WATER PIPES MUST PROPERLY FLUSHED,PRESSURE TESTED,CHLORINATED AND EXISTING PIPE TO BE ABANDONED 10 BACTERIOLOGICALLY TESTED,,A AS SPECIFIED. 0 6. FOR TRENCHING AND BACKFILL,SEE 3123 110 ° RIPRAP FOR RIFFLE DROP AT PED BRIDGE EXISTING PIPE TO BE REMOVED m uj < c 7. STANDARD DETAILS ARE PROVIDES IN"VOLUME 4;STANDARD DETAILS"UNDER SEPARATE COVER. NON-FREEZE HOSE VALVE(V-X) CONCRETE PAVEMENT X=NO.IN SPECIFICATIONS v 8. ALL RCP SHALL USE RUBBER GASKET JOINTS AND BE CLASS III. z CURB �� NON-FREEZE HOSE VALVE WITH HOSE RACK(V-X) X=NO.IN SPECIFICATIONS w z CURB AND GUTTER O .L INDICATOR POST VALVE A o Q � 0 x x SINGLE SWING GATE a J Z LLI � — ►1— GATE VALVE AND VALVE BOX LqL DOUBLE SWING GATE BUTTERFLY VALVE AND VALVE BOX v IJJ Z W W SOIL LIFT —{�— PLUG VALVE AND VALVE BOX Ir O LIMITS OF CONSTRUCTION �— FLEXIBLE COUPLING Z(� (n LIMITS OF CONSTRUCTION 90"ELBOW UP i Z GENERAL NOTE: D 90^ELBOW DOWN y 1. THIS IS A STANDARD LEGEND SHEET. HAYES PARCEL OWNER w U D THEREFORE,NOT ALL OF THE INFORMATION XXXXX XXXXXXX PARCEL NUMBER �� BEND<90,UP SHOWN MAY BE USED ON THIS PROJECT. w O c BEND<90"DOWN --D CONCENTRIC REDUCER Z O 3 CAP OR PLUG VERIFY SCALE BAR IS ONE INCH ON U ORIGINAL DRAWING — '•o CLEANOUT o +' 1 DATE JULY2016 FIRE HYDRANT PROJ 653819 DWG G-006 O SHEET 6 of 103 V $PWURL SPWPATH FILENAME:SSR-FD-G-006.dgn PLOT DATE:2016\07\29 PLOT TIME. 6:05:55 AM