HomeMy WebLinkAbout0133.97 Certificate of Occupancy � ' � SCHNEIDER 302o North Post Road Engineering
Indianapolis, Indiana
ENGINEERING 46226-0068 Surveying
317-898-8282 GIS • LIS
� �� CORPORATION 317-899-8010 FAX Geolbgy Q
317-895-2803 RESIDENTIAL
NOTES: SURVEYING FAX
00:0 PROPOSED GRADE
00'.0 EXISTING GRADE PER RECORO DRAWING °�o
�c DENOTES LOCATION PER RECORD �
DRAWINGS. CONFIRM BEFORE ASSUMED NORTH
CONSTRUCTION 6" SAN. LATERAL SCALE 1" = 30'
AND WATER SERVICE LINE.
ALL MUD IN STREETS FROM TRUCKS 7C= 753.3 - -
LEAVING LOT TO BE CLEANED AT PER STORM SEWER E%ISTING SWA�E - NO GRAD�NG
RECORD DRAWINGS Z�� DU k� TO BE DONE IN THIS AREA
THE END OF EACH DAY. —
STRAW BALES TO BE USED WHERE BO.00� s�
NEEDED TO KEEP MUD OFF OF s s
STREETS AND OUT OF STORM SEWERS. 536 � '"
AREA OF WATER TAP TO BE 60' PANHANDLE EASTERN I I ` I LOT # 98
BACKFILLED WITH GRANULAR P�PE LINE COMPANY EASEMENT I a
MATERIAL TO WITHIN 10" OF (BK 61,PG 405, INSTR: �! 7366) �' �`r
(PREV: MISC. REC: 31, PG 86 °1 � �, 8 81 J I
TOP OF GURB. Misc. Rec. 3i,, ec z�e; � 0 60.9' 61,0'
AREA OF WATER TAP TO BE RESTORED MISC. REC: ,32, Pc azs;
MISC. REQ J6, PC 401;
TO ITS' ORIGINP,L CONDITION PRIOR MISC. REC. 61,`PG 405) II �
TO CONSTRUCTION STRAW BALES OR SILT FENCE
SHA�L 8E INSTACCED PRIOR
SIDEWALK TO BE 6" THICK THRU F� I TO CONS7RUCTION.
DRIVEWAY: EXPANSION JOINT � 5� s� .
MATERIAL TO BE USED BETWEEN 54•9 OECK 8 Zfifi7 \ I s�
WALK AND GURB. (WALK AND DRIVE, � o�+�+ o i
AND DRIVE AND CURB IF CONCRETE � I /I 66 +<.��' �
IS USED IN DRIVEWAY.) CO I �o.00 ry �
O. I I PROPOSEO '
NO DRlVE SHALL BE PLACED CLOSER � FRM " �"sY co
RES FPE � �
THAN 2 FEET TO A LOT LINE EXCEPT Ig �ss.s \
WHERE SAID LOT LINE IS ALSO A aROeosEO swn�e ° I" °iA1AL �
STREET RIGHT OF WAY LINE coNSrnuc�o ro I I� I r— --- 900'
DIRECT� SURFACE I
ORAINACE AWAY m +5.00' � iwo cna
THIS PLOT PLAN WAS PREPARED FROM RESIDENCE �� °� � � "' PaRa+ °A" "` ' a
BASED ON INFORMATION TAKEN o � 754.5 sa.o
�54.0 ^ o
FROM RECORD PLATS, SUBDIVISION F� z I � � s.o'
PLANS, RECORD DRAWINGS AND I ,e
- PLANS PROVIDED,-BY LLIEN:T. . `IT I ��
IS THE RESPONSIBILITY OF' THE sTORM I. a
SEWER „c � 38.0'
GON7RACTOR TO VERIFY SITE F� I
CONDITIONS PRIOR T0 CONSTRUCTION ME L __ _ _ 36.0�
AND NOTIFY SCHNEIDER ENGINEERING Tc= �so.o - -
PER STORM SEWER 15 DU k SE te'� I
CORP. AND BRENWICK DEVELOPMENT RecoRO oRnw�NCs
OF ANY DISCREPANCIES. CSb�z BO::OO� � oRi`E � �
50.2 � 4 WALK 51.0
�� APRON WATER LINE
NOTE: ------ --- ---------------
TC= 750.18 SSD
IN THE RESIDENTIAL DISTRICTS LIMITING PER STORM SEWER ^�RDU. CUR9
HEIGHT TO TWENTY—FIVE (25) FEET, A RECORD DRAWINCS
DWELLING MAY BE INCREASED IN HEIGHT �— — —
TO THIRTY-FIVE (35) FEET PROVIDED PEBBLEPOINTE PASS
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR �JO� R/W
EACH FOOT SUCH STRUCTURE EXCEEDS rc= �sz.a
TWENTY—FIVE (25) FEET IN HEIGHT. PER SAN SEWER
PER CARMEL ZONING ORDINANCE ZFi.�.�. RECORD DRAWINGS
rc= �sz.o
PER SAN SEWER
ALL SERVICE LATERAL snN SEWER RECOR� DRAVfiNGS
CROSSWGS AT CURB ARE STAMPED
SA= SANITARY SEWER
SS= SUBSURFACE DRAIN
W= WATER NOTE: GARAGE F.F.E. IS
LOCATION OF UTILITIES ON PLOT PLAN PROPOSED TO BE 4.3' ABOVE
ARE GENERAL LOCATIONS PER PLAN CURB AT DRIVEWAY T.B.M..
AND SHOULD BE VERFIED IN THE FIELD.
PLOT PLAN PREPARED FOR �°'����� R � '�F�°1�
,
`\C9�'FG\STER��,"VJ`:
MOYER & C0. BUILDERS INC. � �� No. '=. =
- �- S0389 =* _
� '' SiATE OF ' � ?
PLOT PLAN LOT # 98 �- "" � � �
�� � �", �NDIANP� �O� � b
� S TO N E WI C K "'��9,�� SUR`1�-y�°�. <:, S��Pe � 4:� S�OPE
���n��i�isu���`
� TYPICAL SWALE SECTION
SECTION THREE �n �—
INSTR . � 9349814 � �x�"��
PC # 1 S �IDE # 364 � � � B # 97 - 0198 - 14
11970 PEBBLEPO`I,NTE . P A S S 0 2 /1 1 /9 7 C W D