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Home My WebLink AboutPrimary Plat Details 004L � LL 0 1 � L •CM ESC+_ CL In >6 56 N N p Z(3) CY) o O O cli C6 CO CB THIS INSTRUMENT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH AND ASSOCIATES INC. 7965 EAST 106TH STREET FISHERS, INDIANA 46038-2505 PHONE: (317) 849-5935 THIS INSTRUMENT PREPARED FOR: LENNAR 9025 NORTH RIVER ROAD SUITE 100 INDIANAPOLIS, INDIANA 46240 CONTACT: KEITH LASH PHONE: (317) 659-3200 I' 61-011 z 3 SIDEWALK 4" THICK SLOPE 1/4" FT. y q v IY 4" MTN, GRANULAR MATERIAL TEMPORARY SEEDTNG STTALL BE DONE IN ACCORDANCE WITH SWPP WITHIN THE STREET RIGHT-OF-WAY. NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. NOTE TO CONTRACTOR: THE CITY OF CARMEL AND THE HAMILTON COUNTY SURVEYOR'S OFFICE REQUIRE DOUBLE WALL HANCOR HI -Q SSD PIPE OR EQUAL TO BE USED. EARTH OR SIDEWALK SURFACE --% CONCRETE CURB OR CURB do GUTTER PAVEMENT UNDERDRAIN TRENCH TO BE MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO ASPHALT OR COMPACTED AGGREGATE FLUSH WITH BACK OF CURB 24" MINIMUM NO. 53 PER TYPICAL SECTION z z Q W 3' TOP SOIL � INSTALL NON -WOVEN FILTER 0j Q FABRIC ON PERIMETER OF cel RADIUS OF 1/4" AND FILLED TRENCH AND OVERLAP AT z C SUBGRADE LEVEL WITH JOINT FILLER. � w m -CLASS "A"Y... •. z DOUBLE WALL PIPE, PERFORATED HANCOR #8 WASHED AGGREGATEfO io • ;:.... D=6 1/2" • CONCRETE •: i +•'.'� Hi -Q, TYPE 4 PIPE OR EQUIVALENT J 3" 3" z PER SECTION 401.01 OF THE J IN MI STORM WATER TECHNICAL STANDARDS 0 12" MIN Q UNDERDRAIN NO SCALE NOTES: PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT AND WHERE REQUESTED BY THE CITY ENGINEER STANDARD CITY OF CARMEL STANDARDS DRAWING 10-12 UNDERDRAIN 56' R/W 1'YY1(;AL S'1'KL:1;'1' (;KUSS-51✓(:'1'lUN NOT -TO -SCALE NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON U i 11: klim W wil I ZONING: S2 6'-0" 5'-0" SIDEWALK 4" HICK SLOPE 1/4" FT. KULL I:UKtl CL UUI I LK TYPE S.S.D. TO BE INSTALLED UNDER CURB BOTH SIDES OF STREET THE THICKNESS OF THE CONCRETE SIDEWALK. I' x SIDEWALK NOTE: 1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4 2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE THICKNESS OF THE PROPOSED DRIVEWAY WHICHEVER IS THICKER. HMA BITUMINOUS SURFACE, TYPE C, 9.SMM HMA BITUMIN OUS INTERMEDIATE, TYPE C, 19.OMM HMA BITUMIN OUS BASE, TYPE C, 25.OM M COMPACTED SUBGRADE PAVEMENT COMPOSITIONS INTERIOR PUBLIC STREETS (T.Y.P.) NOT -TO -SCALE 1.5" - 165 SYD. HMA SURFACE TYPE 'C' 9.5 mm ON 2.5" - 275 SYD. HMA INTERMEDIATE TYPE 'C' 19.0 mm ON 3.5 - 385 SYD. HMA BASE, TYPE C, 25.0 mm ON 2.5 - 275 SYD. HMA INTERMEDIATE, TYPE C, OG 19.0 mm ON 3' - 330 SYD. HMA BASE, TYPE 'C', 25.0 mm ON INDOT SUBGRADE TREATMENT, TYPE 18 OR 1C PAVEMENT COMPOSITIONS IN R/W 136th STREET (T.Y.P.) NOT -TO -SCALE NOTE: 1. ALL ONSITE WATERMAIN SHALL BE 8" DUCTILE IRON UNLESS OTHERWISE NOTED. PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 20 3 (MAX) 1F— / 7 OF STANDARD INDOT SPECS. MUL TI -USE PA TH NO SCALE Ol 1.5" - 165//SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON O2 2.5" - 275/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON O3 6" COMPACTED AGGREGATE x!53 ON ® COMPACTED SUBGRADE �C WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN) (MAX) 900012 STATE OF ; W J cq0� 1 OHF"a,0 QUO H in C-5 MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO Q) 24" MINIMUM co z 18" RADIUS Q W 3' TOP SOIL � F-- � Q � � —_ 3 (MAX) RADIUS OF 1/4" AND FILLED CD 3 (MAX) PROPOSED GRADE I I- I I— C J w WITH JOINT FILLER. � w m -CLASS "A"Y... •. z L U io • ;:.... D=6 1/2" • CONCRETE •: i +•'.'� w J COMPACTED J • ;'" ., ° ` s', .: WIDTH OF WALK OR MAX 6' 0" J BACKFILL V 0 ON PERIMETER OF w Q � TRENCH AND OVERLAP `li 0 U CONCRETE ROLL CURB do GUTTER � z O NO SCALE U NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES U CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3" D DAMPEN SUBGRADE BEFORE PLACING CONCRETE TYPICAL SWALE DETAIL 0 W CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. Q Z r7 NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE Q 0 OI SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. Q to < Clf O 3 (MAX) 1F— / 7 OF STANDARD INDOT SPECS. MUL TI -USE PA TH NO SCALE Ol 1.5" - 165//SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON O2 2.5" - 275/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON O3 6" COMPACTED AGGREGATE x!53 ON ® COMPACTED SUBGRADE �C WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN) (MAX) 900012 STATE OF ; W J cq0� 1 OHF"a,0 QUO H in C-5 MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO NOTE: CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT co z JOINTS SHALL BE CUT z w � W Qtz WITH A JOINTER HAVING A EXISTING GRADE Q � � —_ 3 (MAX) RADIUS OF 1/4" AND FILLED � o 3 (MAX) PROPOSED GRADE I I- I I— C J w WITH JOINT FILLER. � w � _-_-I I I- I I- � I I—III—III—III— I I—III—I w O II 3 8" TOP SOIL UNDERCUT SWALE BY 0.2' WIDTH OF WALK OR MAX 6' 0" � a INSTALL FILTER FABRIC TO ALLOW FOR FUTURE SILTING Q J ON PERIMETER OF w Q U_ TRENCH AND OVERLAP `li W AT SUBGRADE LEVEL 1" MIN. 12 MIN. PIPE SHALL CONFORM TO SPEC REQUIREMENTS #8 WASHED AGGREGATE OF SECTION 907 OF STANDARD SPECIFICATION U MIN. 6' DOUBLE WALL PERFORATED PER 401.01 OF THE STORM WATER TECHNICAL STANDARDS MANUAL TYPICAL SWALE DETAIL W NO SCALE p z ¢ to < Clf O � Cn 3 (MAX) 1F— / 7 OF STANDARD INDOT SPECS. MUL TI -USE PA TH NO SCALE Ol 1.5" - 165//SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON O2 2.5" - 275/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON O3 6" COMPACTED AGGREGATE x!53 ON ® COMPACTED SUBGRADE �C WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN) (MAX) 900012 STATE OF ; W J cq0� 1 OHF"a,0 QUO H in C-5 NOTE: w z JOINTS SHALL BE CUT z w � W p WITH A JOINTER HAVING A p � � � RADIUS OF 1/4" AND FILLED � o � O � WITH JOINT FILLER. � w � � � � � w O II 3 � WIDTH OF WALK OR MAX 6' 0" � a � � BETWEEN TRANSVERSE JOINTS Q J W Q W 48' BETWEEN EXPANSION JOINTS (MAX.) lig° �.• .�I. .g- ..?;. ' +�, - N'�'.IC K V J U_ 0 � PREPARED SUBGRADE COMPACTED IN ACCORDANCE >1— NTH SECTION 207 OF STANDARD INDOT SPECS. v CONCRETE SIDEWALK NO SCALE NOTES: EGDED AND BROOM FINISHED . NO "PICTURE FRAME" FINISHES WILL BE PERMITTED CD CLASS 'A' CONCRETE Q Z 00 6" DEPTH OF CONCRETE AND 6" COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES z ¢ O IF AGGREGATE IS REQUIRED X153 STONE WILL BE USED AT A MINIMUM OF 4", WITH EXCEPTION OF ACROSS DRIVES I-_ p 3 (MAX) 1F— / 7 OF STANDARD INDOT SPECS. MUL TI -USE PA TH NO SCALE Ol 1.5" - 165//SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON O2 2.5" - 275/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON O3 6" COMPACTED AGGREGATE x!53 ON ® COMPACTED SUBGRADE �C WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN) (MAX) 900012 STATE OF ; W J cq0� 1 OHF"a,0 QUO H in C-5 NOTE: w z JOINTS SHALL BE CUT z w � W p WITH A JOINTER HAVING A p � � � RADIUS OF 1/4" AND FILLED � o � z w � � � WITH JOINT FILLER. � w � � � � � w O II 3 � WIDTH OF WALK OR MAX 6' 0" � a � � BETWEEN TRANSVERSE JOINTS � 3 (MAX) 1F— / 7 OF STANDARD INDOT SPECS. MUL TI -USE PA TH NO SCALE Ol 1.5" - 165//SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON O2 2.5" - 275/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON O3 6" COMPACTED AGGREGATE x!53 ON ® COMPACTED SUBGRADE �C WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN) (MAX) 900012 STATE OF ; W J cq0� 1 OHF"a,0 QUO H in C-5 2 W i J W I..L LU O ME a W a U SECTION: TOWNSHIP: RANGE: 19 18N R3E DRAWN BY: CHECKED BY: GDK GDK SHEET N0. OF 7 SHEETS S&AJOB NO. z � o I"C"I 3z�o W w W 2 W i J W I..L LU O ME a W a U SECTION: TOWNSHIP: RANGE: 19 18N R3E DRAWN BY: CHECKED BY: GDK GDK SHEET N0. OF 7 SHEETS S&AJOB NO. z � o I"C"I x W O4 87240LEN