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TC=750.28 � �,� '' �' I � � � � .-��. � � �� o � � ! o oi :�: ; � ��- ' � � ' � � � i� �� ', EX. 104' Of 18' RCP a ; ` , .. , ,, $ C ` `� -+....� . .. � � , � � , ._ _ 1, . _ , , � , �--� � . . � ,- .-= � � � �� "^-�,._:�. ._ '� • � � , � �', � '; ; �: t o �- O 3 � S N �' I � B ; ° ____�_r co , G '� � ,,:,F I 0 7 cJ i� ,,_� T ' '� � � � ,; � � � I; � -%�.,--- . ; o A �, � U '''t � '� cv , F i �l, � c� 3 0 � � � � .� _� � ! 1 � ,: , : . , , � , l� �. � i /�� i'�/ i � i � � � � .� � �� , � i i i � � � i i i _ , � i �' S2 ,�� 7 : 0 10 11 12 W U O � -� , 15�.� � , g 926� - _s-------------s---------------- ---------- � � � g SSD J 9+96.3_ , � __ - , ; f - _ � i. ------------------ ---_ �--- � � 6"SS� _ � � � , ' ,__ � i � � � / �� 151.6 EX. 15' RCP I I 95 �2 � o� � � J�S�`i � � - - � � i �� e�.� o i i '�� \ c�' EX. 18" RCP ' ! =' �� s- 33 � � � � \s- , 4� �G � � t �� Ex. � r H TC=750.12 � 1 O / I , � r , , � � � i i �� °� ! �- EX. 21" RCP / / / i , / � � � i f ,��,�,`� �°�� ,' / �� 34 ��, ��, v � , 19 i � s� �� i i i i i i . � / � � f , � . � � � � � � � /X. 0 35 ti' �� TC='49.90 � � 1 8 \ /� / � �ti � � � i i � i , 24" RCP �� / � // / . � , , � , , \ N / JV � / � � � ��/ 17 � / � � i � . / � / O�' / � . � , � � � � � � 7 ,�` ,'� 16 y � Z / / 1 FJ � � �� / I � � / /y � � � / O i / i i � � � / / ` i � � � �J / � \N � � � � � � � � I I 1 � � 1 � , ► 11 i H � ► I � , � � � ; 14 I I � � I , , � � � � I I I I . � � � � 0 12 I I ' I N ' I ; I � j i 13 � � I � 1 � ► 1 , ' � '� / � , � f� �T r ' � � /1 fl � � ! �,,' . � G�OCn "�" � / / 0 3 4 5 6 � � g � g � 10 � 11 I 12 I 2 �� 13 I 14 HOLEY MOLEY SA`fS "DON'T DIG �LIND� 13 cnlT' S Kir�H E EFO oWic 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEfORE COMMENCING WORK. 15 � - `- ASSUMED NORTH SCALE: 1 "=50' I 1 � � � �� N I�) _ .�-_ -l-- o-- � - o00 � X ELEV r��sc OOO.UO 000.00 oao 000 _ 000.o �L U��.�Q` • � • --W -----��-N- � �I�N1�I�nI_ N(�>"I�I�� 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. M 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY � SEWER AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. K 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 8. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS CONTRACTION JOINTS AND - Existing Storm Sewer PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. N�W Storm Sewer 9• TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE � EXIStiCI SOflltaf Sewer PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. g y STANDARDS FOR WORKER SAFETY. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. NeW Sanitary Sewer 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES Existing Contour INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY Existing Elevation CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. w/ description 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL H New Pavement Grade UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). All Other Finish Grades Storm Structure Number xevisions 1. DCC 02/03/00: REVISED LOCATION OF STR. � 725A. 2. DCC 02/23/00: REVISED PER TAC COMMENTS. Sanitary Structure Number 3. BET, 03/21/00, REVISED SWALE WEST OF LOTS 55 & 56. 4. DCC, 0�2�00, ADDED 6" PRIVATE T1LES fOR LOTS 51-53 PER KATE BOYLE. 5. MG, 05 Ot 00, ADDED PRIVATE DRAINS TO LOTS 47-53. Flow Arrow Denotes Elevation and Approximate Pad Size 6" Subsurface Drain � Swale (� Water Main I:� - N(� I�IIM n I�Z I�r BENCHtiiHRK 1BM #1 USGS BFNCHMARK DISK STAMPED "95 REP" IN CONCRETE POST t1' ABOVE GROUND AT THE NW CORNER OF 131st & RIVER ROAD. ELEVATiuIJ = 751.46 14 15 \,�,,.��``�� H L q .,,,,��i/// : `��STER�,�'S' '•� � No. = :�:, 9800085 = ;��`••, STATE OF �'� ; �� c %.�� ' � DIAN..• �� . N P.•�' . ��''%SS��NA� E��\\\\\. ''�0 �u„m i n n u i u n a� a�� CERIIFIED BY � 21�1� THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INiELLECiUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WF10LE OR IN PART, NATHOUT THE WftITTEN CONSENT Of THE SCHNEIDER CORPORAl10N. 2000, The Schneider Corporation r � The Schneider LJCo orat�.on rp t. 12726 Hamilton Crossing Blvd. Fngineering Carmel, Indiana Surveying 46032 Lal�dscape Arctiitecture 317-574-3797 GIS o LIS 317-574-3799 Fax Geology Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. BDC/CARDINAL ASSOCIATES, I�P. BROOKS LANDING AT PRAIRIE VIEW SEC. 2 CARMEL, INDIANA DEVELOPMENT PLAN Date Project No. Drawn Approv. 01 /20/00 1065.22 DCC G F �� I � : Computer Files Sheet No. A J: \1065\DWGS\22\C101.DWG � �� XREF: 22BASE.DWG XREF: 21 BASE. DWG XREF: 11BASE.DWG, 236ASE.DWG XREF: 12ABASE.DWG, 246ASE.DWG XREF: 1065TOPO.DWG