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DRAINAGE & UTILITY LEGEND DRAINAGE & UTILITY NOTES
<br /> 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES,
<br /> SYM DESCRIPTION SYM DESCRIPTION AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES,
<br /> AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE
<br /> DOMESTIC WATER POINT OF CONNECTION. CONTRACTOR TO VERIFY APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL
<br /> f�G SANITARY SEWER CONNECTION TO DRINKING FOUNTAIN f�A LOCATION PRIOR TO INITIATING DRAINAGE IMPROVEMENTS. ANY FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER REPRESENTATIVE. THE CONTRACTOR
<br /> DISCREPANCY TO BE PROVIDED TO OWNER IN WRITING. SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY
<br /> DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS,
<br /> f�H SANITARY SEWER CONNECTION TO BUILDING, REFER TO ARCHITECTURAL PLANS. OB DOMESTIC WATER CONNECTION TO DRINKING FOUNTAIN CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS.
<br /> THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT.
<br /> O SANITARY SEWER CONNECTION TO POOL MECHANICAL BUILDING DRAIN, O DOMESTIC WATER CONNECTION TO BUILDING REFER TO ARCHITECTURAL PLANS. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE
<br /> REFER TO AQUATIC PLANS. BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. VERIFY
<br /> UTILITY WATER CONNECTION TO POOL MECHANICAL BUILDING. PRIOR TO CONDITION OF EXISTING STRUCTURES WITH OWNER REPRESENTATIVE PRIOR TO FINAL
<br /> OWALL DRAIN TO STORM DRAIN CONNECTION OD CONSTRUCTION, CONTRACTOR VERIFY LOCATION AND SIZE OF EXISTING WATER FINISH GRADING.
<br /> LINE,TAP AND TEE NEW 3 LINE ONTO EXISTING WATER LINE AS SHOWN. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK
<br /> STORM DRAIN POINT OF CONNECTION. CONTRACTOR TO VERIFY LOCATION MATERIAL,AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR
<br /> f(D TRENCH DRAIN TO STORM DRAIN CONNECTION f(E AND INVERT ELEVATION PRIOR TO INITIATING DRAINAGE IMPROVEMENTS. SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO
<br /> ANY DISCREPANCY TO BE PROVIDED TO OWNER IN WRITING. PREVENT CRUSHING OF PIPE.
<br /> CONCRETE SWALE CATCH BASIN AND STORM DRAIN LINE SANITARY SEWER POINT OF CONNECTION. CONTRACTOR TO VERIFY LOCATION
<br /> O CONNECTION O AND INVERT ELEVATION PRIOR TO INITIATING DRAINAGE IMPROVEMENTS. ANY 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND
<br /> DISCREPANCY TO BE PROVIDED TO OWNER IN WRITING. DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS.
<br /> 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND VERDE DESIGN
<br /> UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING LANDSCAPE ARCHITECTURE
<br /> EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. CIVIL ENGINEERING
<br /> 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH SPORT PLANNING& DESIGN
<br /> PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE 1843 Iron Point Rd #140
<br /> ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE Folsom,CA 95630
<br /> SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) b" ENVELOPE tel: 916.415.6554
<br /> OUTSIDE AND INSIDE DIAMETER OF PIPE. fax:408.985.7260
<br /> www.VerdeDesigninc.com
<br /> 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING.
<br /> i N� IN ADDITION,ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE
<br /> e CB ' e P START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED.
<br /> ♦� E I I IN � w,L� 11 „ pVG
<br /> �; RIM 28.56 .K p 2 . STAMP
<br /> Ck� ♦ Ss ° .' .d VIN .b}�� I p 23.2 5 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR NSC
<br /> s 1
<br /> REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES \ P Ap
<br /> 0 ♦♦�' ;' a" I 2 I O p - 1° AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN ��� ��5.BAu/N
<br /> °� ( JN 2,X15 W I p .+2 P sd C'
<br /> ♦♦,A ;'d a•� CUT 2 .13. N I / , TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER C-) / y
<br /> a • ' AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN No. 40
<br /> a , % �t" f.IyF D 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE,THE SIDE OF THE TRENCH w n
<br /> o ♦♦ d4 35% I %�p \ ` ADJACENT TO THE TREE,AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST urP
<br /> WITH DAMPENED BURLAP OR CANVAS.
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<br /> ♦ , ' u t� 011 I I o" _ S EXP
<br /> JULY I02021
<br /> 5° ; ' ;' 9. ALL DRAIN LINES LEAVING COMBOXES AND QUICK COUPLERS SHALL BE DAYLIGHTING TO \
<br /> o IRGN FEN ♦ �' //a° �- � �$ NEAREST SUBDRAIN TRENCH. OF CA�_
<br /> ♦♦ a" 5 2 DCS � IM 2�:�s�' I p ' 10. CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION AT SANITARY SEWER AND
<br /> < / I V'0UTI X6.55 STORM DRAIN POINT OF CONNECTIONS PRIOR TO INITIATING DRAINAGE IMPROVEMENTS.
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<br /> p CONSULTANT
<br /> Z ♦♦� PER�¶LI�/ i / 4 L 6" SID 5A L° p , ANY DISCREPANCY TO BE PROVIDED TO OWNER IN WRITING.
<br /> Li E PSE LINCBGE+� a �'/ k,5° ELEG�� J B #21 uf I S= .0%
<br /> �/ R ` I p ' 11. PRIOR TO TRENCHING, CONTRACTOR TO VERIFY LOCATION OF GAS LINE BY POTHOLING.
<br /> o RP 28.3,6r a 0 I INV IN 27.54 RIM TO ' 1 LLE SAW CUT FOR GAS LINE TRENCH TO ALIGN WITH EDGE OF CONCRETE AND END AT THE
<br /> - SEE ENLARGEMENT B o MATCHLINE - REFER TO SHEET L6.2
<br /> INV IN 25•:37,% I 1�� , ' CONCRETE JOINT PAST THE POINT OF CONNECTION.
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<br /> � }II'T1�THRU 29.74 I I�1 S= .35% � 56 LF 4 IT � ♦ � D1.1 '
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<br /> j 6" CO #3 G _ ---- FG 26.52 + ♦ /
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<br /> INV OUT 29.89 „ F 6 W 49 LF D 1 LF D 1
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<br /> ♦, 6° CO #4 36 LF b WD O I RIM 28.81 I / I \ I \ I + X36 ♦ / / O� W C D PROJECT NAME
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<br /> Q PPG ° ° O O Q INV IN 27.84 ° I ' ` UTILITY WATER LINE (WL), SIZE PER PLAN FRANKLIN HIGH SCHOOL
<br /> *IN OU 26.66 ° 42 LF 6" SD @ I 1 0 ♦ NGE I IN 27.7 D1.2
<br /> ° ° ° o o O °°° MIN 5=0.35% : ♦ oE I 1 I I o wv IN 26.56 s 2 LF TD @ ATHLETIC IMPROVEMENTS
<br /> o O ° O ° ° o Sp , N D 1 INV IN 28.22 E MI S 0.5%
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<br /> PROJ. NO.
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<br /> o LINE
<br /> NORTH 1911000-1211
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<br /> 0 0' 10' 20' 40' 60' SHEET NO.
<br /> ENLARGEMENT B SCALE: 1 "= I V-011 L6.3
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<br /> DRAWING NAME: Y:\Projects-FO\2019\1911000 - Franklin Restart\CAD\_A_L6.O_DRN-C3D.dwg DRAINAGE AND UTILITY PLAN - POOL
<br /> PLOT DATE: 05-01-20 PLOTTED BY: staticn3
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