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HomeMy WebLinkAbout06070008.112 t CI o o f EX. STORM INLET T.C. = 850.21 EX, CURB X. TELEPHONE LINE w 84 ►� ill EX. STZ IRM INLET--- - T.C. I 851.44 EX. CURB -,, UTILITY EASEMENT INST. #8803539 °- I . SANITARY MANHOLE I I�I N E�Im� seen II SPHA LT ?' VEMENT �I �I q11, ATER AULT I_ I w oil j 10,I c� V) i OII I � 0,1 �I �I ALT PAVEMENT W F GAS --- S 3 - INLET INV IN E V = 841.36 INV OUT E V = 841.36 Ss. I SS SS I INGRESS /EG SS EASEMENT POLICE AND FIREMAN'S INSURANCE ASSOCIATION INST. #9246066 5M ' of 15 � 0 0.255 so 5'N' STR -4 - INLET T.C. INV IN EL1�V 841. INV TOUT BLEV 841.6 ` S 5 - INLET ` 847.20 INV ELk= 2 5' SETBACK_._ sees _sese_sess_s_sese sese _sess LIMITS OF CONSTRUCTION •k RqP A STR -6 INLET T.Q = 847.00 INV OUT ELEV = 842.53 T.1C. = $47.20 I E = 842.78 I ELEV = 842.78 Sw Sw �- EX. STORM MANHOLE T.C. = 846,19 MANHOLE = 840.80 = 837.20 = 837.20 slu 20 - 15 .�/ . 1 / S1A1 511A -- R 0 0.60% CLO e 0Q% 1 00 `' 00% .� I � STR -9 - INLET b^ Oo '' M � 1 C. IN ELEV 15 842.061 00 ' �♦ cON� T E V = 42.0 00 I 100 . 00 ' STR -2 - STORMCEPTOR 2400 �cnON; 900 000 00 T.C. = 846.24 ♦ , • { � INV IN ELEV 84T.-T7' -- ...`_.� � � sees � � � � = �� =' � �p CO INV IN E -81.1 - � I OUT ELEV - 84,.,7 r . RQD' qrM . - -� INV. 841.54 STR -1 - END SS CTI ' ♦ ` ?p; T.C. - 843.60 `, ' INV IN ELEV = 841.10 EDGE OF WATER iN ' INV. 841.10 ss RETENTION POND EASEMENT _b 1 INST. 8907 7 & 8907338 EX. SANITARY MANHOLE I T.C. = 848.65 - - - INV 8" PVC N = 838.50 6 - -- - ------- - 89 °- - -W -- S 49'34" - - - 578.71' EX. CURB NV 841 02 INST. #8907337 c 8907338 ---- - - - - -- 5' SETBACK - - - -- 0� INV. 841.99 EDGE OF WATER-., ,t / 1 lay f WALTER SCOTT, JR., AS TRUSTEE OF / SUZANNE & WALTER SCOTT CHARITABLE REMAINDER TRUST, U /T /A INST, #9809805169 i �y SITE UTILITY PLAN SCALE: 1" ..-FX. gTORM INi FT NORTH ' 11 1 i t I t+� 11 INLET = El 20 )Ulk ELEV = 843.39 EX. ASPHAI M U? I M DRAINAGE EA. INST. #890 W MI r t o O (! Z 1 I EX. ASPHALT PAVED UTILITY NOTES 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS III PVC = POLYVINYL CHLORIDE - SANITARY SEWrR - ASTM D -3034, SDR -35 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12. 6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEET(S) "C70.0 ". 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) -C7.0- do "C8.0 ". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE I M� � os� a�al� a" w�a a O a m O w a w a 01� P ? W j l �' a. *1 V C/) . . DATE DESCRIPTION BMITTAL z Q J CL F-- J W lesses- �J CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAOPLIS, INDIANA 46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: KJR DRAWN: CLH CHECKED BY: MLD SCALE: 1" = 30' DATE: 06 -30 -06 PROJECT NO.: 2006 -0065 EXISTING LEGEND SPOT ELEVATION (TOP OF CURB) wV WATER VALVE X WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS SPOT ELEVATION FIRE HYDRANT x 831 CONTOUR DECIDUOUS TREE 0- AREA LIGHT 1 r EVERGREEN TREE �O AREA LIGHT 2 © BUSH C'2 UTILITY POLE X FENCE E- GUY ANCHOR - SIGN m TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE M TELEPHONE RISER © TRAFFIC SIGNAL MANHOLE IN TRANSFORMER ® TELEPHONE FO UNDERGROUND FIBER OPTICS CONCRETE BUMPER G UNDERGROUND GAS ® DRAINAGE MANHOLE oHU OVERHEAD UTILITIES ® SANITARY MANHOLE oHE OVERHEAD ELECTRIC Ii CURB INLET uGT UNDERGROUND TELEPHONE ® ROUND INLET (24" TYPICAL) uGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) sTM UNDERGROUND STORM e) CLEAN OUT sAN UNDERGROUND SANITARY • PIPE BOLLARD -w w- WATER LINE FLAG POLE SITE UTILITY LEGEND FW 6" FIRE WATER LINE W 2" DOMESTIC WATER LINE W WATER TEL TELEPHONE GAS GAS LINE EL UNDERGROUND ELECTRIC SS SANITARY SEWER SS 0 'O' SANITARY SEWER CLEAN OUT STM STORM SEWER Mw STORM SEWER INLET S7M -/ PIPE END SECTION UTILITY NOTES 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS III PVC = POLYVINYL CHLORIDE - SANITARY SEWrR - ASTM D -3034, SDR -35 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12. 6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEET(S) "C70.0 ". 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) -C7.0- do "C8.0 ". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE I M� � os� a�al� a" w�a a O a m O w a w a 01� P ? W j l �' a. *1 V C/) . . DATE DESCRIPTION BMITTAL z Q J CL F-- J W lesses- �J CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAOPLIS, INDIANA 46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: KJR DRAWN: CLH CHECKED BY: MLD SCALE: 1" = 30' DATE: 06 -30 -06 PROJECT NO.: 2006 -0065 PROJECT: F: \2008 \2008 -0085 - 11505 N. Penn - Wdhon Young \ENGINEERING \DRAWINGS DWG: C4.0 SITE UTILITY PLAN.dwg PLOTTED BY: R.C. 9FR(�R Df ` nde� 2006 ' 03 PM I OF 12 C4,0 PER INDIANA STATE LAW IC8-1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F: \2008 \2008 -0085 - 11505 N. Penn - Wdhon Young \ENGINEERING \DRAWINGS DWG: C4.0 SITE UTILITY PLAN.dwg PLOTTED BY: R.C. 9FR(�R Df ` nde� 2006 ' 03 PM I OF 12