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C301I I II II I I I I I II � I II T\ tD I A E MANHOLE TOR = 32.9 I ' NV. N 826 80 / INV. S 826.75 INV. E 827. 0 30"R,ICP (Burled) II I I � 111 II Ilj I I I I II I II I I I III II \I I I I I I �833� \ Ill���llll l� � I - W z I / J_ H J \ \ \ I I 1 \ I o I I I I I \ 17 �/ ' �\ .� O ERA�L i i i I \\ \ ,, T I I e l l l ITE II 1 \E M I I (F I I TUF�E) I I I 832.76 / I LEI I / I 632. 9 \ 833.72 I I I I \ \ \ 833.79 834.15 :9-833:25 839 �� n 8�-201 °'• IIII■IIII :�:• �" ; �� �NIII `°'• IIII�IIIE % • Illi�lll! �'� I'Il' � I 1 \ 1 \ \I 1 r\, i I� � a [`F:E.] E ��■`"��� ::__::__«.. ito� a/a� ii[i�iiil ®i.. ,�iJ: r��l I. I�'--^,�a/ ,T2!_-o �\� =ffi- )fv) 3 V, 0, w- � :0 =I �\fi�r.e•.r:r p::��.IieI.I�_Ili:eI c�%�o�a� �111=,.,. �� 01 :: it=���, , �j;alll-ak rL �� 1 ���I�� �- � �� -� IIII► ,111.-��'I'nJl�� I►. � �r - : 11 ���ILQI'rQ�I■t��'�4__. ��t_.,�■ i■�■■� ® 1 ® � ■ � ■ ■ � ■� -�=°'1�� ��� �__ =�1\( -::■ �I,III �J y � ■■ ■EMI■■�■ Mims ■ ■■�■�■■■� .�I�Ijl MII JH A I ,� ! = �IIIJ. L?4.] _ _f ■II■II■II■IIIIf►� \I I I Ilf li'iill iilli I I I I R'Il IIII�II I I I I I I I1 �!I■�■I I, ■ 3 _ ■I I - �! ,; 834.50 ND BOLDING - ■■V MEN 1k . 1 N GRADING & DRAINAGE PLAN SCALE: VI .83 9 'EI rJ9.1/ 834.05 33.67 4 834.83 833.55 F F=834.83 2 833.39 / 833.76 2 833.65 83 834.27 4. 4 833.77 834.23 4' 833.73 �^>� 34.49 834.30 834.61 834.50 834.34 834.83 33.99 833 834.11 834.00 833.84 -- T=834.8, 8 P9 834.86 r834.61 111111_ 111111_� 11_ 11_ 11_ 611_ - - GRADING GENERAL NOTES ehverity E N G I N E E R I N G 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317.706.2075 www.enverityENG.com 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. Engineer: 2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. TY:- 5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO CAUSEDAMAGE 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. C ❑ 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. ElORIGINAL 835.19 834.69 INDICATES TOP/BOTTOM CURB ELEVATION 835.54 PROPOSED SPOT ELEVATION �- 827 _� PROPOSED GROUND CONTOUR EXISTING (OR UNDER CONSTRUCTION) GROUND CONTOUR / STORM SEWER CONSTRUCTED B.P. #1 - - - - - - - - - - ROOFDRAIN UNDER CONSTRUCTED B.P. #1 ❑ STORM INLET CONSTRUCTED B.P. #1 (ADJUST CASTING TO PROPOSED GRADES SHOWN) O STORM MANHOLE CONSTRUCTED B.P. #1 (ADJUST CASTING TO PROPOSED GRADES SHOWN) .C.O. PROPOSED CLEAN -OUT - - - - - - - - - - ----- PROPOSED STORM DRAIN PIPE ■nd■ana811 Call bef. .. P [] r�L] 0 KEY PLAN OVERALL SITE "A" SCALE:NTS (P PLAN NORTI Developer: P E D C 0 R DEVELOPMENT CO. Project: - a N - O 0 WZW�c,4 F- W a - o I- O _ J Cn JUD�a� �aaU) C) Wa=o > Q o 00 O m COPYRIGHT & OW NERSHIP OF DOCUMENTS THIS DOCUMENTS AN INSTRUMENT OF SERVICES AND B T1E SOLE INFORMATION UTOR 'R""'TO OTHER PART Es S NOT m BE CONSTRUED AS MANOR CONTAINEDH HEREIN CONSTIUTE$T ECRGNALANOLL PEOCOR DESIGN GROUP PUBLISHED WORK OF CLLCC N'O PART OR WHOLE OFFTHIS DESIGN. THESE -INGS, OR THE RESITT111 OR 1111111S, OR ED GS MAY BE PORTION'ROF COPTHEIEDCEXHRIULTIBIMODIFIED OR OTHERWISE I EO IH'OTOGRPPHEDNO OR CPUBLISHR. TFE sn"�A� NPRIOR OWRITTENN� FTP°LC, *CMy WAYOY R WMHMTp ,s R CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date ov09n] Drawn By Checked By DBH DBH Last Revision Date Sheet Title: Area '1' Grading & Drainage Plan Sheet Number: C301