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Home My WebLink AboutC300 Grading and Drainage PlanPOOL (1 MIN) 7AI4 j CLUBHOUSE - j NORTH HAY I'1 APARTMENTS {UNDER CONSTRUCTION) I PROPOSED STORM I t SEWER (BY OTHERS)I; T� -"�- TC 742.30 - 744 ~�K- 741:80 745 TC ' ! ' 743.30 74 41� :6 BC �TC 742.13 740.07,__ 743.30 BC 741.63 -7 M TC 740.19 BC 42.8 71=071 BC � 739.24 42.70 TC 74 .9 RI�A j 1 74g•20 BC 739.36 743.26 �\ ' - { 741.73 TC 741.50 TC 741.79 TC 2.84 741.23 BC 741.30 41.99 TC 741.00 BC 741.29 BC 740.87 `T T ^ 740.62 ;, 743.26 \ 1 y` 741.49 BC 42. 9 C cXl > i I1XIC TC )P 740.74 IV1,i t I ��,; -- ;: C 742.70 41 9 C 4 t `� 74 .99 TC BC. 742.20 74 .49 BC 2 -STO OFFICE B L01 / 1 . - SU GRADE 74 .63 74 .2 TC _ F.F. 743.3 74 .7 B 74 .94 TC `743.26 TC 742.17 741.44 BC,, I 743.30 BC 741.67 742.5 TC - 742.02 BC 7 742.14 TC 42.50 TC 1 '` ' 742.00 BC 741.64 BC TC 1 � 742.70 T 742.80 C ^ 741.85 BC FEMA CROSS SECTION D PER LOMR DATED 10 -31 -95 }; ; 739 ^� j 742.30 BC - -- - - - - - - - - - - - - - - - - - - - - - •. _ . ,� 742.20C h , 74 .8 TC I 100 -YEAR ELEV. = 741.2 - - 42.90 TC 74 .55 T 742.14 .4 74 .3 B T , 741.0 742.48 TC �( B 740.5 / 742.40 B 740.90 741.98 B 74 .05 BC o °° 7 7.0 - r' ° °° C 7 0.1, _ 7 T 74 .75 742.00 TC 1 ° TC 738.06 _ 7 .90 TC o`L 00 42.7 C 42.17 BC 737.56 , ° T 74 7 2.9 ! 2.40 8C % 742 ".34 TC I TC 739.95 _ ~ tE 738.35 BC 42.0 741.84 BC 742.54 TC 742.39,:T 739.45 BC BC BC 737.85 740.5 T i i ,, - B 738 740.00 B <. • 742.18 T 742.09 TC _ 42. 13 _ - _ i y S 78.9 T 40:50 TC I ' "Y' '' � 741.68 BC 741.59 BC 739.15 TC , , .3 T - r J. 7 0.00 _� 742:70 741.8 B r h CO n r- - --� ->� 73 94 738:65 BC I �.. � .._ I _ „ ..� __-- ____ -- __ --- � / / �• C 30.44, �-, _, - - ' �. , -��... �, 'e- �.�''. 42.2 �' -- i 4 7 2 9.0 T r C %• '� ■� . � 739.25 1'C ' `��-- 40.3 C � 42..; �1• 742.32 TC, - 7 8.5 B r� 39'.3 C 741.82 BC __ _✓" �`. - 738.75 BC -- - 741.70 TC T l;7 744,8 X40.40 .....� 742-. Y3 C ----- •-----= 7..19.3 7 , - 1 ` 741.20 BC 7 ' 2.50 T � • � - - 741.88 T • ��' I 739.45 T 739 40.5 C G�°"� 741.63 BC 93 C 741 .38 B 1 738.95 BC 739.38 TC - w�,-' 742:00 �BC_ 741'.90 TC v y 742.20 TC ' ' - -. 41 43 BC o' 7.4@:93 C '- :_ 741.35 TC 742.30 11 1 i � 741.40 BC 741.70 BC - 4.00 TC 738.88 BC r`t� �" � ` 740.43 BC X41 740.85 BC l 739.50 BC 740.00 TC TC 74Q,83- •-� °-- - ` 741 .43 TC 742.30- TC- 741 .80 BC 741.77 TC 741 20 RIM 741.52 TC 741.27 BC BC 739.83 0.60% 741.8 BC 741.02 BC 739.5 BBC _- ; 740.93 BC 0.64 0.60. 740.88 7 1 7 9.9 B 740.68 B j 7 0.66 74 .5 TC I i 4 , 74 18 B TC 74 .25 RI 74 63 TC 74 .90 T 74 .50 TC I 7 4 'T -- 7410.1 S B 74 .0 B I 74 .13 BC C 74 .00 BC i I I 74 .72 TC ( 7 1 C - ...� -w�- 74 .40 B �.»° C 8 7 T �. 1 I -- I 74 .22 -!' ut, - I I' 741.1 C ! - 1 3 + ter- , 739 742 738 'r'� 0 !;�'�' .neraw -car w. ! I eaa. r• n•,.: rea.• s .�a+�•r....,'_F'*aara.- .�i+:s.. - .. I PROPOSED SANITARY ...,r.r•�.., } �„ r,- SEWER 1 1 1 _ 1 _ 1 GRADING LEGEND PROPOSED SPOT ELEVATION PROPOSED CONTOUR 820 737.15 737.7 5 EXISTING SPOT ELEVATION 8L0 ,CEO SEWER SE.(,ati I i #EXISTING CONTOUR TOP OF CURB TC r- - --_ - BOTTOM OF CURB BC - F PPrf T''PE FENC/ ii`J Fi! ir< c;i \+I:?ITIt?i! SURFACE FLOW DIRECTION 4 , u 741.(35 1 f L \ 743.4 �. ! 740.80 (BY OTHERS) * NOTE: "EXISTING" CONTOURS AND SPOT ELEVATIONS ARE PROPOSED FINISHED GROUND AND PAVEMENT GRADES FROM PREVIOUS GRADING AND DRAINAGE PLANS FOR NORTH HAVEN, REVISED 06- 22 -01. CONTRACTOR SHALL VERIFY TOPOGRAPHY PRIOR TO CONSTRUCTION. GRADING &DRAINAGE PLAN Gl SCALE: 1 " = 30' -0" 0 15' 30' 60' 120' GRADING /DRAINAGE NOTES: I. ALL LXUAVArED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- SCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF NECESSARY. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. ( , � I EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE 9. 1 MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO (1 MIN) 7AI4 j CLUBHOUSE - j NORTH HAY I'1 APARTMENTS {UNDER CONSTRUCTION) I PROPOSED STORM I t SEWER (BY OTHERS)I; T� -"�- TC 742.30 - 744 ~�K- 741:80 745 TC ' ! ' 743.30 74 41� :6 BC �TC 742.13 740.07,__ 743.30 BC 741.63 -7 M TC 740.19 BC 42.8 71=071 BC � 739.24 42.70 TC 74 .9 RI�A j 1 74g•20 BC 739.36 743.26 �\ ' - { 741.73 TC 741.50 TC 741.79 TC 2.84 741.23 BC 741.30 41.99 TC 741.00 BC 741.29 BC 740.87 `T T ^ 740.62 ;, 743.26 \ 1 y` 741.49 BC 42. 9 C cXl > i I1XIC TC )P 740.74 IV1,i t I ��,; -- ;: C 742.70 41 9 C 4 t `� 74 .99 TC BC. 742.20 74 .49 BC 2 -STO OFFICE B L01 / 1 . - SU GRADE 74 .63 74 .2 TC _ F.F. 743.3 74 .7 B 74 .94 TC `743.26 TC 742.17 741.44 BC,, I 743.30 BC 741.67 742.5 TC - 742.02 BC 7 742.14 TC 42.50 TC 1 '` ' 742.00 BC 741.64 BC TC 1 � 742.70 T 742.80 C ^ 741.85 BC FEMA CROSS SECTION D PER LOMR DATED 10 -31 -95 }; ; 739 ^� j 742.30 BC - -- - - - - - - - - - - - - - - - - - - - - - •. _ . ,� 742.20C h , 74 .8 TC I 100 -YEAR ELEV. = 741.2 - - 42.90 TC 74 .55 T 742.14 .4 74 .3 B T , 741.0 742.48 TC �( B 740.5 / 742.40 B 740.90 741.98 B 74 .05 BC o °° 7 7.0 - r' ° °° C 7 0.1, _ 7 T 74 .75 742.00 TC 1 ° TC 738.06 _ 7 .90 TC o`L 00 42.7 C 42.17 BC 737.56 , ° T 74 7 2.9 ! 2.40 8C % 742 ".34 TC I TC 739.95 _ ~ tE 738.35 BC 42.0 741.84 BC 742.54 TC 742.39,:T 739.45 BC BC BC 737.85 740.5 T i i ,, - B 738 740.00 B <. • 742.18 T 742.09 TC _ 42. 13 _ - _ i y S 78.9 T 40:50 TC I ' "Y' '' � 741.68 BC 741.59 BC 739.15 TC , , .3 T - r J. 7 0.00 _� 742:70 741.8 B r h CO n r- - --� ->� 73 94 738:65 BC I �.. � .._ I _ „ ..� __-- ____ -- __ --- � / / �• C 30.44, �-, _, - - ' �. , -��... �, 'e- �.�''. 42.2 �' -- i 4 7 2 9.0 T r C %• '� ■� . � 739.25 1'C ' `��-- 40.3 C � 42..; �1• 742.32 TC, - 7 8.5 B r� 39'.3 C 741.82 BC __ _✓" �`. - 738.75 BC -- - 741.70 TC T l;7 744,8 X40.40 .....� 742-. Y3 C ----- •-----= 7..19.3 7 , - 1 ` 741.20 BC 7 ' 2.50 T � • � - - 741.88 T • ��' I 739.45 T 739 40.5 C G�°"� 741.63 BC 93 C 741 .38 B 1 738.95 BC 739.38 TC - w�,-' 742:00 �BC_ 741'.90 TC v y 742.20 TC ' ' - -. 41 43 BC o' 7.4@:93 C '- :_ 741.35 TC 742.30 11 1 i � 741.40 BC 741.70 BC - 4.00 TC 738.88 BC r`t� �" � ` 740.43 BC X41 740.85 BC l 739.50 BC 740.00 TC TC 74Q,83- •-� °-- - ` 741 .43 TC 742.30- TC- 741 .80 BC 741.77 TC 741 20 RIM 741.52 TC 741.27 BC BC 739.83 0.60% 741.8 BC 741.02 BC 739.5 BBC _- ; 740.93 BC 0.64 0.60. 740.88 7 1 7 9.9 B 740.68 B j 7 0.66 74 .5 TC I i 4 , 74 18 B TC 74 .25 RI 74 63 TC 74 .90 T 74 .50 TC I 7 4 'T -- 7410.1 S B 74 .0 B I 74 .13 BC C 74 .00 BC i I I 74 .72 TC ( 7 1 C - ...� -w�- 74 .40 B �.»° C 8 7 T �. 1 I -- I 74 .22 -!' ut, - I I' 741.1 C ! - 1 3 + ter- , 739 742 738 'r'� 0 !;�'�' .neraw -car w. ! I eaa. r• n•,.: rea.• s .�a+�•r....,'_F'*aara.- .�i+:s.. - .. I PROPOSED SANITARY ...,r.r•�.., } �„ r,- SEWER 1 1 1 _ 1 _ 1 GRADING LEGEND PROPOSED SPOT ELEVATION PROPOSED CONTOUR 820 737.15 737.7 5 EXISTING SPOT ELEVATION 8L0 ,CEO SEWER SE.(,ati I i #EXISTING CONTOUR TOP OF CURB TC r- - --_ - BOTTOM OF CURB BC - F PPrf T''PE FENC/ ii`J Fi! ir< c;i \+I:?ITIt?i! SURFACE FLOW DIRECTION 4 , u 741.(35 1 f L \ 743.4 �. ! 740.80 (BY OTHERS) * NOTE: "EXISTING" CONTOURS AND SPOT ELEVATIONS ARE PROPOSED FINISHED GROUND AND PAVEMENT GRADES FROM PREVIOUS GRADING AND DRAINAGE PLANS FOR NORTH HAVEN, REVISED 06- 22 -01. CONTRACTOR SHALL VERIFY TOPOGRAPHY PRIOR TO CONSTRUCTION. GRADING &DRAINAGE PLAN Gl SCALE: 1 " = 30' -0" 0 15' 30' 60' 120' GRADING /DRAINAGE NOTES: I. ALL LXUAVArED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- SCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF NECESSARY. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DAMAGE. DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT REQUIREMENTS, WHICHEVER HAS JURISDICTION. ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED 17• THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS IS PROPOSED ACROSS THAT SEEDED AREA. REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- THEMSELVES WITH THE SOIL CONDITIONS. TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR 19. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE 20. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO NOTED IN THE CONTRACT OR SPECIFI- CATIONS. IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, OWNER AS TO THEIR FUTURE RESPONSIBILITIES. WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. 14, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, ' COUNTY, CITY OR LOCAL AGENCIES.' 'DON'T DIG BLIND' 'IT'S Tf- E LAW' Gall 1 -500 -382 -5544 2 Working Days Before You Dig. :17 Duke REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis, IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797