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Home My WebLink About05050046.2L .o a �o O N IN rn in O O N 00 in 0 J of v c a� E n C 0 0 O N C1 Ln Lf1 V) LEGEND EXISTING EDGE OF WOODS EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER 848.0 PROPOSED GRADE IMM-11 MATCH EXISTING 670 PROPOSED CONTOUR PROPOSED SANITARY SEWER -�- - PROPOSED STORM SEWER <000 PROPOSED SWALE NOTE: ALL OFF -SITE DRAIN TILES SHALL BE TIED INTO THE PROPOSED STORM SYSTEM OF THIS SECTION (WHERE APPLICABLE) NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, LIGHT POLES, OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY USING THE STANDARD It PROCTOR TEST METHOD. NOTE: A KNOX BOX IS TO BE INSTALLED AT THE PAVILLION. CONTACT FIRE CHIEF FOR EXACT LOCATION. EARTHWORK: 1. EXCAVATION A. Excavated material that is suitable (topsoil and /or clay) may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed. 2. REMOVAL OF TREES A. All trees and stumps shall be removed from areas to be occupied by a road surface or structure area. Trees and stumps shall not be buried on site. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect to protective measure to be taken, if any, to preserve such trees. 4. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall be to a minimum depth of 6 inches or to the depth indicated in the geotechmical report provided by the Developer to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1- 800 - 382 -5544 within Indiana or 1 -800- 428 -5200 outside Indiana. C. Contact Carmel Utilities at 571 -2648 for location of all watermains. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the job meets the above tolerance. FORM \EARTHWRK EX `ON 2 SECS EX. EX. EX. 917.30 c� c� X X �o 7 BABY �-�-► 919.5 N P00L X X �o 28, 17 X- 0 6 P�� 8 919.5 15 30 42' J 10 XCD �1,6 I X POOL v� 17.07' ry 17' CD Cyl 0 i5 5 EQ.RM. �o X X cal n X -P X Oo BI E RACK m cn X 919.0 X U? 918.5 X co CD - X 7. X rn ' 917.35 X 918.0 H K a m 15' R 724 c , CD 34.07' X X 52' L.F. OF 5'R LO C)O o iv co 00 VALLEY CURB < oo • 17.23 u, o 91 .90 `SO X � 1916.74 �O E X. E X. °� �° co J 5 � 915.8 X X916.21 - 916.37 916.50 �1) X ��o f 16.29 -� 46 NOTE TO CONTRACTOR: CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. QD P O X 9�� 916.7 4 .90 Q� � 17.23 �Ib 9 C CO rn Co o YP . 5'R 15' R a� 6, N c� U,� E X. x� 00 00 918.0 X__ 16 7 J P, X + 1 7 0, 00 15' R.D.E. iw 916.20 - 917.20 EX. EX. EX. EX. 164 16:5 20' -0' 2' ROLL CURB 24' -0" 12' -0" 12' -0" ;y8 AGGREGATE -IN. E�4 8" S.S.D. 4 I "6'q"- TYPICAL DRIVEWAY CROSS- SECTION 1" H.A.C. SURFACE #11 5" H.A.C. BINDER #5D 7" COMPACTED STONE #53 COMPACTED SUBGRADE PAVEMENT COMPOSITIONS NOT -TO -SCALE M TOP OF CURB PAVEMENT BOTTOM OF CURB TRANSvERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS " "' WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION ANO SONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING. CURB JOINT DETAIL NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON. Ii COMPACTED 2' ROLL CURB 4.5" GUTTER IN CURB CTED SUBGRADE CONCRETE ROLL CURB NO GUTTER (TYPE 1) EX. LAKE #3 N P,-= 911 50 2 YEAR ELEV. = 912.46 10 YEAR ELEV. = 91 3.23 100 YEAR E EV. = 914, 35 BOTTOM ELEV 90 ,3° 50 C.A. #7 VAR. D.U.&S.S.E. & LM.A.E. "HOLEY MOLEY" SAYS: - 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA OFFICE OF THE HAMILTON COUNTY SURVEYOR .. 11(311 -111 -1 I 1�111_l� -III -111 I- IB III -W =1 I I- I I -I I'- III - III - III - III -I i 1- 111 -I I I UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN I/ SLOPE Z 0 LLJ > 0-) -zj- 03 TYPICAL SWALE DETAIL °OFFICE�� HAMILTON COUNTY SURVEYOR'S • KALE: 1"= 20' '��►nlilt' APPROVED t w ° v r°v STANDARD PLAN D -1B EX. LAKE #3 N P,-= 911 50 2 YEAR ELEV. = 912.46 10 YEAR ELEV. = 91 3.23 100 YEAR E EV. = 914, 35 BOTTOM ELEV 90 ,3° 50 C.A. #7 VAR. D.U.&S.S.E. & LM.A.E. "HOLEY MOLEY" SAYS: - 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CONTACT: CARMEL UTILITIES (317) 571 -2648 FOR WATER LOCATES m Z 0 Cn LLJ X of Q LLJ F_ Q 0 Ln ° ° Q o U lw LJ u') o ° \ Ln Ln 0 0 Ln 0 LLJ f- v � %��d........ .. o LC) --A WZ o' Z 0 LLJ > 0-) -zj- 03 CY- • KALE: 1"= 20' '��►nlilt' CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CONTACT: CARMEL UTILITIES (317) 571 -2648 FOR WATER LOCATES m Z 0 Cn LLJ X of Q LLJ F_ Q 0 Ln ° ° Q o U lw LJ u') o ° \ Ln Ln 0 0 Ln 0 LLJ f- v � Q 0 LC) °z 0- Z 0 LLJ > 0-) -zj- 03 CY- 0 X z Q Q J I � CD V) O I w I 0 C� 00 z LLJ 0 Ln Z J o� 00 1n `/) Q z _Q D z Z Q _J 0- Z 0 0� LJ V!I W Q SHEET NO. C200 JOB NO.47175AA