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L200
� - i -...� I � �. � .�,-- --.. � I I VA .: ,, � , � . I I � � � 824_43 FP S PS � � � � ��� � 824-93 TC �� nc I \ \ � � � , ' 824.39 FP � � � r J 82489 TC � MATCH EXI4ING MAiGH EXISTWG �. . I � � 82445 FP 3243� FP . 82a.80 TC � � � , 3245� Tc �� ` 4� I � .. _. ___ �-`I I� � _ -__ _ .-_ I �� � - . tI . _ _ ._ .. - . . \ _ I __ .�.. ____ �� . 824.8� FP . . ` � � � � ..... _. � a � .= � 82a_8� iG -. . . . E24.91 FP � � � . � 82524 FP � � 825.34 TC 825 00 TC � . . 825Jb TS EXIS�ING � � � TREE . 825�0 I . � 8251� FP ' � � 82464 ME PLAY6ROUND � 82559 i5 IXIStING li /,� . � �y_ �� � 824.60 FP TIMBER RETAINING EDGE 8251� FP ME ��',� � 82523 FP � � � i Ii ..... _ .'' a2a.8o FP IN / �� 82521 ME �] 82430 TC �j � ,::: �.,uwi3 � i t;�..rt..i8 1 ❑ i � I� � 5 LF OF 4" HDPE - TIE I >Tp=v �S � I ' 824.50 FP �3�� �p INTO DOG FOUNTAIN DRAW . . � a.. Nos - � I I u . 824_64 FP ME FLAi-BRASS � 823 84 82b_16 ME � - DROP-IN � 825 60 TS ME i�� GRATE � 823 84 FF ' � � 82496 824 i8 iC ' . .. 823. 4 . . . � . . 823J3 -� 7 J � .. ° �+ : 82553 TS ME 82a8� FP 82a00 FP J� 825J4 TC 82a34 iG � 823J4 � � r. ��� 825.18 ' .,' 0.,:, ° ��,'.� � _.. MATCH EXISrING , � . � • �` � �� 82a i6 FP . � �� 523J2 � � ��� : � , , a ��. � .. � . . . , ;. N i � 82563 iS ,n ' '. . . � 82464 TC '.. � ° • • �' . � - - - � 825J� TS ME � - � o' �� � `� � 825D0 �824.15 � SIGN \�� �214�3 - I� 825.10 FP � " 825.68 TS &2a_90 823-82 � � � � m�° V I /�r�� I , - �� o •'\`'�' � \ � I. r I I � '$.. . r\ � . II�. I I ° � � . .. � � 8235a � /� . I E , �/ � , � � ... � 4� LF oF � . � ' . z i 825.05 FP .� 82a.85 4" HDPE / � �� ffi5.63 TS � � 1 - MIN19, ��! [ol [ol I � :�' I > • . e^' .. . P � . � �� gyqgs � 82415 82425 6" NDS POP UP � � EMITTER WITH 6" �o� �� � 824.61 ME BASIN � RIM 822.50 � � a � � � MATCH EXISiING FFE 824_81 � . a. � INSTALL PER �� � - � � � . MANUFACTURERS 4 . . 825.0� ME RECOMMENDATIONS � ' � � 825J5 TS 824.53 � � a �� . � ' � � 825-68 TS 825 �5 � ' � � �' . � � � � � � � . � � q_ \ I /.., ��3 .. ' .. p . :. ��` ' � a � a � A . ... ' . . / � . \ ,��� � , . a .• . "� �:,.. � . , . _'.- b :. � a � .. \ . � � � C � 0� . . / 4 4 . d . O Q Q ...'. ' ° ,' . . . � � � . . aa �� 82568 �,o� � . � . . � / Y= e 82399 . a. a � / � �. � � ��82<8� ME _ �� ��� � � 4. a . 6LEANOU7 J r . � _ � C � � � a Cb�a . `. � 82a �a 82a a9 � � .' � . . \� r � !1\ 824.69 ME . . � "' - / / ! � � ." a � %,,, � � � .. ..� a � a � �, . ,_ . ;. 824_55 �: . , 82a 6] ME " �� � � � _� � . `� �. d O � '. Q � Q � ' � 4� a� :`. � a � . � � ... G . ` RELOCATED YAR� DRAIN � /�a � � �/ �� �� � a . ... ,.. a. � RIM 824.50 J.� � �� pUMPSTER/ STEPS I � � . . . . � � � � ' d. � _ i ENLO � E� � � � � . � . . 824 64 ME � � � f' � m�y� � a � 824.62 ME `' . � � � � / � . � � �/j j/ I � ` 824]0 ME � � a �� � � �� � :� � � �f /I � � �� �.� �� POOI/1iFl� � . . � � � � � ��I �a� � � � ����V � ; r � � � � i�� �� � � / f � � � � � �/ i �;f a a� - d.. � �� BFICK � � \ I � � I. COWMNS I � � ' � .. d��. O YI . (TYP) �:�� : I � 4 . � / / � TREE) % / \�\ � a a� �� � � � � // / � � � � � � � � � �. . °� .� � . . � � / � � �I ° ` ��� / a � / � [e] •� . . � � ,_ � � . . .. �a � � � � �� � � � � � ..� 'e4 e � o � a . LANoSCAPE � . � . 4 . . d a , BLOCK WALL � � � � /% � ���� ���� a .� a �� � 4� � o G, ., .. � � � � / � � � d d Q r � � � i � � � . . � � � � 82334 lVJ .' . . ` . � ���/� _ � � � � 823.00 BW � _ 4 � �� '�� A \ � , � � � � � ° .� , '��� � , fi ' � / � \ � � � � � � �� 822 00 BW ��� �� -Y ° ��� e . ' � � � � � . m . � d a ��i � � „� � A � 82300 �AE .. �25_ � '-\� A � . .a �.. a :. �� � � ��� ��� � /J a �.� a 4 82334 iW •� \ i .. • 822D0 BW � �. __ �--�-��� . i � � � , � __, -... .. .... . . . _ A ,, NNDSCAPE � -� � BLOGK WALL �� . � � - � �:e}- __ - .,� / / _ .. .. . �-' . , ; ,� RELEA5E0 FOR CONSTRIICTI�N -' . � < �a- � / 6u6Jeo��000mplianoewlthallrRgula�ions "'\ � �� . 823.341w ' of S�a�e antl Local Codes 821.00 eW \....... ... . City of Carmel ...... . . __. � _ - _ _ _ _ _ ' __'_% ''.. ,r ,.,� ... _ _ _ _ _ _....... ... ����`'l:wva��. "___-- . _ � oarE: 04/14/20 � GRADING PLAN LEGEND: \ �i 870 EXISTIN6 CONTOl1R 870 PROPOSED CONTOUR • • � � - St st PROPOSED STORM PIPE w I N - FLOW DIREQION LL Q _ RR%.RX FINISH GRADE ELEVATION Z XXX.XX M.E. FINISH GRADE ELEVATION (MATCH EXISTING) O XXX.XX FP FINISHED PAVEMENT ELEVATION ��/ ' XXX.XX TC TOP OF NRB ELEVATION LL XXX.%X TW TOP OF WALL ELEVATION w XXX.XX BW BOTTOM OF WALL ELEVATION � XXXXX HP HI6H POINT ELEVATION w XXXXX LP LOW POINT ELEVATION � GRADING PLAN NOTES: . 1. ALL ELEVATIONS AT CONSTRUCTION LIMRS SHALL MATCH EXISTING GRADE. �.e 2. TOPSOIL SHALL BE PLACED IN ALL LANDSCAPE AND YARD AREAS WITH A MINIMUM �. � o DEPTH OF 6". y � � � s 3. MAINTAIN SITE DRAMAGE AT ALL TIMES DURING FARTHWORK OPERATIONS. THE s _ CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDMG TEMPORARY DRAMAGE ,.. C FAQLIIIES IF NECESSARY THROUGHOUT CONSTRUCI70N. - � = f 9. CONTOURS SHOW GRA�ING INTENT. THE CONTRAQOR MUST USE PROPOSED SPOT GRADE ELEVATIONS AND PROFILES TO BUILD SRE. CONTACT EN67NEER IF � O s ADDRIONAL SPOT GRADES ARE NEEDED FOR CONSTRUCTION. � � O � � 5. PAVEMENT AREAS SHALL BE CONSTRUQED OF SUITABLE FILL MATERIAL AND o �� COMPACTED PER SPECIFICATIONS FILL AREAS FOR PAVEMENTS ARE TO BE � � STRIPPED OF ALL TOPSOIL PRIOR TO PLACEMENT OF FILL z C W 6. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURMG O � ! 3 CONSTRUCI70N SHALL BE BROU6HT TO THE ATTENTION OF THE DESIGN EN6INEER - PRIOR TO CONSTRUQION SO THAT CLARIFICATION OR REDESIGN MAV OCNR. � O O W U 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THAT STAKED 6RADE5 MATCH = � L � DESIGN ELEVATIONS AND POSITNE DRAINAGE TO STORMWATER MANAGEMENT � SYSTEM IS ACHIEVED. CONTACT ENGINEER IF DESI6N ELEVATIONS DO NOT PROVIDE � � i.• POSITNE DRAINAGE � e y W � .., 8. THE CONTRACTOR SHALL BE RESPONSBLE FOR �EfERMINING EARTHWORK QUANTIDES AND MCWDE ANY NECESSARY EMPORT OR IMPORT OF MATERIAL s J "' � IMPORT MATERIAL SHALL BE PRE-APPROVED BY THE ENGINEER/ARCHITECT. IT IS 0 " THE CONTRACTOR'S RESPONSIWLITV TO REVIEW THE EXISTING CONDITIONS AND r� O ,, MCLUDE IN THEIR BID ALL FARTHWORK COSTS INCLUDING IMPORTS AND/OR -. EXORT$ NECESSARY TO MAKE THE SITE BAL4NCE. L"'! 9. CONTRACTOR TO A�]UST ALL EXISTING SURFACE INFRASTRUCTURE (HYDRANTS, VALVES, HANDHOLES, CASTINGS, IRRIGATION SVSTEM, UTILIN PEDESTALS, ETC.) AS m REQUIRED TO MEET PROPOSED GRADE AT NO COST TO OWNER. 10. PROVIDE POSITNE DRAINAGE WITHOUT PONDMG IN ALL AREAS. AFfER MSTALLATION, CONTRACTOR TO TE5T FOR AND CORRECT, IF ANY, STANDING WATER CONDITIONS AT NO COST TO OWNER. 11. CONTR4CTOR TO PERPETUATE ANY SUBSURFACE DRAM TRES OR PIPES jR ReVislon Dafe ENCOUNTERED DURING CONSTRUQION AND PROVIDE POSIIIVE OUTLET TO DOWNSTRFAM RECENING SYSTEM. CONTRACTOR TO NOTIFV THE EN6INEER WRH 1 BID SET ADDEN�IIM 01IO2�2020 ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 12. CONTRACTOR TO VERIFY THAT ALL WALKWAYS DO NOT EXCEED A 2% MAXIMUM CRO55 SLOPE. SURVEY LEGEND: Project#:20-400-038-1 � BRICK SURFACE Designed By: CR au��o�N� �me Drawn By: JB � CONCRETESURFACE(CONC) Checked By: AC � cnNoav/oveRHnn� Date:1211612019 FENCE �? LI6HT POLE �.�•'�� pOTHEry@ �'�' SIGN `; P O.�G�S ifRF9G ��: U• � � ;�P : O WATER METER �� No 1A21eo0a15 �: � FIRE HYDRANT ; � `. STATE OF :'A ; ';9y� ., /NDI ANP.' �4.��: [c] ELECTRICLME ��%n�qPEAR��,"`° [p TELEPHONE LINE C� -���- ens urve wnreR urve STORM LINE PS PARKMG SPACE �� H/C PARKING SPACE j° = jO' N � STORM MLET 0 m' 20' / O GAS METER �� �A� � � FFE FINISHED FLOOR ELEVATION ET ELECTRICALTRANSFORMER �� Nnawwlia15b21DW. C3��befweNwtlig CALL 2 WORKIN6 DAYS BEFORE VOU DIG GRADING AND DRAINAGE PLAN L200