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HomeMy WebLinkAbout06070008.10h EX. CURB_ - X. TELEPHONE LINE VPHA , T 0.50 ��.. --JU___ML� come POLICE AND FIREMAN'S INSURANCE ASSOCIATION INST. #9246066 ,l6 x� .16 VNK a3i 7l1wi 7 � i ,® 1 • x + 0. 847. + 0.50 847.52 x x x +0.50 x� �F7 °85 + 0. S 8 ALET 11 848.5 + 8 00 00 1 1 I x� one A �a of A 41 - INLET ✓ �s ✓ x9x x j umi1a Vy .vivair � uviv 84 9 + 0.50 847.79 + 0 / 8 .55 0.5 7.39 847.69 847.37 'AN t 'e ,� 9 F. 47.79" i 0.50 0.50 x i �+ ,7.70 847.61 84 + 0.50 y 847.61 + 0.50 + 0.5 847.62 847.7 0.50 847.70 ' 47.7 847.16 CO STR -9 - I T 84 EDGE OF WA x 15 N 1 �A x x ' �a t RETENTION POND EASEMENT INST. #8907337 & 8907338 h 'xhe C17 t"`O cg) { Itt 41 _ _ 5' SETBACK 00 Lzn r S 89 049'34" W --------------------- ------------ - - - - -- - -- 578.71' , 6' x43 ^• O�' 6� � vl k WALTER SCOTT, JR., AS TRUSTEE OF SUZANNE & WALTER SCOTT CHARITABLE REMAINDER TRUST, U /T /A INST. #9809805169 1;61 0. It SITE GRADING PLAN SCALE: 1' = 30' EDGE OF WATErR-\ q 1, NORTH ;V xg3ya� x i In_"____V _ + 4�v " + 0.50 / x " 849.55 6 � 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. ED EX. CURB SPOT ELEVATION (TOP OF CURB) wV WATER VALVE + 0 849.85 849.01 ENGINEER IMMEDIATELY. PER INDIANA STATE LAW IC8 -1 -26. ASPHALT PA EN ce �I Ohl x 0.50 ��.. --JU___ML� come POLICE AND FIREMAN'S INSURANCE ASSOCIATION INST. #9246066 ,l6 x� .16 VNK a3i 7l1wi 7 � i ,® 1 • x + 0. 847. + 0.50 847.52 x x x +0.50 x� �F7 °85 + 0. S 8 ALET 11 848.5 + 8 00 00 1 1 I x� one A �a of A 41 - INLET ✓ �s ✓ x9x x j umi1a Vy .vivair � uviv 84 9 + 0.50 847.79 + 0 / 8 .55 0.5 7.39 847.69 847.37 'AN t 'e ,� 9 F. 47.79" i 0.50 0.50 x i �+ ,7.70 847.61 84 + 0.50 y 847.61 + 0.50 + 0.5 847.62 847.7 0.50 847.70 ' 47.7 847.16 CO STR -9 - I T 84 EDGE OF WA x 15 N 1 �A x x ' �a t RETENTION POND EASEMENT INST. #8907337 & 8907338 h 'xhe C17 t"`O cg) { Itt 41 _ _ 5' SETBACK 00 Lzn r S 89 049'34" W --------------------- ------------ - - - - -- - -- 578.71' , 6' x43 ^• O�' 6� � vl k WALTER SCOTT, JR., AS TRUSTEE OF SUZANNE & WALTER SCOTT CHARITABLE REMAINDER TRUST, U /T /A INST. #9809805169 1;61 0. It SITE GRADING PLAN SCALE: 1' = 30' EDGE OF WATErR-\ q 1, NORTH ;V xg3ya� x i In_"____V _ + ' x•x \ GRADING GENERAL NOTES: � 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. ED THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE SPOT ELEVATION (TOP OF CURB) wV WATER VALVE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE xm� ENGINEER IMMEDIATELY. PER INDIANA STATE LAW IC8 -1 -26. x SPOT ELEVATION FIRE HYDRANT ce 0 0 Ohl i 0.- AREA LIGHT 1 •. EVERGREEN TREE 0 t� M 11 x o AREA LIGHT 2 © BUSH xo 4�RAINAGE EASE? 10, UTILITY POLE X FENCE START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (Location, size, and E- GUY ANCHOR - SIGN Y ! V) x ( CONSTRUCTION. ° I 03 TELEPHONE RISER ® TRAFFIC SIGNAL MANHOLE 6. TRENCHES FOR ALL STORM PIPES ARE TO BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR 8 a1� I EX. ASPHALT PAVEMEN FO UNDERGROUND FIBER OPTICS CONCRETE BUMPER 7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS G ' O x OVERHEAD UTILITIES ® SANITARY MANHOLE EX. CURB OHE OVERHEAD ELECTRIC CURB INLET ucr UNDERGROUND TELEPHONE ® ROUND INLET (24- TYPICAL) II + 1'.61, 0. uGE UNDERGROUND ELECTRIC ® SQUARE INLET (24- TYPICAL) UTILITY EASEMENT INST. °°-� "� x �� 50 -SAN UNDERGROUND SANITARY • PIPE BOLLARD #8803539 x -w w- WATER LINE FLAG POLE `Z 849 NEW SANITARY SEWER CLEANOUT t 0.50 4 NEW PIPE END SECTION 49.35 e� 99.08 GUTTER ELEV. NEW SPOT ELEVATION I I 1.00% NEW GRADE I h. 0.50 49.01 ' D x INGRE S /EG SS EAS EN ST. 1 INST. 907 7 &,, 89 33 �Ax `4t4" c EX. B i 0.50 ��.. --JU___ML� come POLICE AND FIREMAN'S INSURANCE ASSOCIATION INST. #9246066 ,l6 x� .16 VNK a3i 7l1wi 7 � i ,® 1 • x + 0. 847. + 0.50 847.52 x x x +0.50 x� �F7 °85 + 0. S 8 ALET 11 848.5 + 8 00 00 1 1 I x� one A �a of A 41 - INLET ✓ �s ✓ x9x x j umi1a Vy .vivair � uviv 84 9 + 0.50 847.79 + 0 / 8 .55 0.5 7.39 847.69 847.37 'AN t 'e ,� 9 F. 47.79" i 0.50 0.50 x i �+ ,7.70 847.61 84 + 0.50 y 847.61 + 0.50 + 0.5 847.62 847.7 0.50 847.70 ' 47.7 847.16 CO STR -9 - I T 84 EDGE OF WA x 15 N 1 �A x x ' �a t RETENTION POND EASEMENT INST. #8907337 & 8907338 h 'xhe C17 t"`O cg) { Itt 41 _ _ 5' SETBACK 00 Lzn r S 89 049'34" W --------------------- ------------ - - - - -- - -- 578.71' , 6' x43 ^• O�' 6� � vl k WALTER SCOTT, JR., AS TRUSTEE OF SUZANNE & WALTER SCOTT CHARITABLE REMAINDER TRUST, U /T /A INST. #9809805169 1;61 0. It SITE GRADING PLAN SCALE: 1' = 30' EDGE OF WATErR-\ q 1, NORTH ;V xg3ya� x i In_"____V _ GRADING NOTES �I - DESIGNED: RCB APPROVED: KJR EXISTING LEGEND GRADING GENERAL NOTES: � 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. 1-800-382 -5544 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE SPOT ELEVATION (TOP OF CURB) wV WATER VALVE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE xm� ENGINEER IMMEDIATELY. PER INDIANA STATE LAW IC8 -1 -26. x SPOT ELEVATION FIRE HYDRANT EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S -831 CONTOUR DECIDUOUS TREE i 0.- AREA LIGHT 1 •. EVERGREEN TREE 3.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS AFTER INSTALLATION, CONTRACTOR TO E-(0 AREA LIGHT 2 © BUSH xo 4�RAINAGE EASE? 10, UTILITY POLE X FENCE START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (Location, size, and E- GUY ANCHOR - SIGN c� OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE x ( CONSTRUCTION. ° I 03 TELEPHONE RISER ® TRAFFIC SIGNAL MANHOLE 6. TRENCHES FOR ALL STORM PIPES ARE TO BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR 8 TRANSFORMER ® TELEPHONE I EX. ASPHALT PAVEMEN FO UNDERGROUND FIBER OPTICS CONCRETE BUMPER 7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS G UNDERGROUND GAS ® DRAINAGE MANHOLE 1pI,bP aHU OVERHEAD UTILITIES ® SANITARY MANHOLE &CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING OF ANY EXISTING UTILITY LINE. OHE OVERHEAD ELECTRIC CURB INLET ucr UNDERGROUND TELEPHONE ® ROUND INLET (24- TYPICAL) uGE UNDERGROUND ELECTRIC ® SQUARE INLET (24- TYPICAL) sTM UNDERGROUND STORM a CLEAN OUT -SAN UNDERGROUND SANITARY • PIPE BOLLARD -w w- WATER LINE FLAG POLE I SITE GRADING LEGEND NEW SANITARY SEWER CLEANOUT t ■ NEW STORM SEWER INLET 4 NEW PIPE END SECTION 99°58 TOP OF CURB ELEV. e� 99.08 GUTTER ELEV. NEW SPOT ELEVATION I I 1.00% NEW GRADE GRADING NOTES �I - DESIGNED: RCB APPROVED: KJR "IT'S THE LAW" GRADING GENERAL NOTES: CALL 2 WORKING DAYS BEFORE YOU DIG 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. 1-800-382 -5544 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE CALL TOLL FREE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE I EX. ASPHALT 4 ENGINEER IMMEDIATELY. PER INDIANA STATE LAW IC8 -1 -26. 2.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND WITHOUT AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S LOCATION SERVICE TWO (2) WORKING DAYS AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. i 0) P 3.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, -BIRD BATH- CONDITIONS. xo 4�RAINAGE EASE? 4.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO INST, 89073• # START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (Location, size, and w depth) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A M REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING ( CONSTRUCTION. ° I 5.ALL PROPOSED S" OT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. Z 6. TRENCHES FOR ALL STORM PIPES ARE TO BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR ! ' MATERIAL IF WITHIN 5 FEET OF PAVEMENT. I EX. ASPHALT PAVEMEN 7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 1pI,bP &CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING OF ANY EXISTING UTILITY LINE. lop i I I I f rb I i I HOLEY MOLEY SAYS "DIG SAFELY" m 0 w a W a • � to � � g a" 5 � w A f�N 0 � A,�'�`�-. W* O U) , €'., DATE DESCRIPTION 6 -30 -06 CITY SUBMITTAL Q L J` D Z \W r� ayuy Q _I Z ' Z V W - a W I A W CLIENT WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAOPLIS, INDIANA 46268 (317) 876 -2300 (317) 876 -2313 0 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: KJR "IT'S THE LAW" DRAWN: CLH CHECKED BY: MLD CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 06 -30 -06 1-800-382 -5544 CALL TOLL FREE PROJECT NO.: 2006 -0065 C3,0 PER INDIANA STATE LAW IC8 -1 -26. WITHOUT AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 12 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWINGS DWG: C3.0 SITE GRADING PLAN.dwg PLOTTED BY: R C. BERGER ''r. Mcr ; 03, 7` 4:49:51 PM