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NGO'01'00'E - 452.01" o, AtiA titi �° a '' '•
bti0 � Inlet 0 �,_ �t. ��, h I
IPF °•� �°'� �,� �0�. Pine Tree �
110 � A• \ � Exs 'L°jxs / �0• 1 gym• ,' �� -.\ I H I :�
PARKING SPACE SUMMARY
PHASE 3 7 HC
PHASE 3 175 PS
PHASE 4 68 PS
SUB -TOTAL 182 PS
TOTAL 250 PS
ati A�Vert. + B � +^ Paral AP ^atus ` xs xs "Holey Moiey' says,
A• ADD CURB � Aqe' DM�STEf�'� ob "
"DON'T DIG BLIND
., Gurl , CLOSURE b' O � �r �wv, rneer7 w to e w
()c iC[XS ' " � 382 -5544 428 -5200
Cfl� Bar � �,� � b � ,. �,�• 205 0P 8 RI V ° `I I '�� Scale: 1"=30' ,»�►,,,,�„
b TI - T 0.5 " o
�� Asti � � . ' ' " - b� 1 1 I e• � � � �0 � PIRO�OSEDA�U TiPpK 8 A P I CE -.;:.;III _ _ - - -•� S
�2' O a N � , � '��� ��CD �• ��'� PER INDIANA STATE LAW IS -69 -1991, IT IS
0 � f3' -R �� ��� ' , +��� b� ,� � • AGAINST THE LAW TO EXCAVATE WITHOUT
I�� I i'I L� ,
PROP �TDRM INLET ' ' • NOTIFYING THE UNDERGROUND LOCATION SERVICE
t �
� b T �
��,,�, ��ii,, '• O 1 � � O � O TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
1'CEx5 , +� ----- - ----- -- o"` - � - 787.40' -e-- I 1
Steps PROP CURB ebb /INV - 785.14' a� �I If�l � L I - ;, AT THE BEGINNING OF
PROP CURB P 0 CURB � CONSTRUCTION, PLACE
� A�A 3� \ � A STONE WITHIN RIGHT -OF -WAY
ay 100 YEAR � � 5'R / R � b�' FOR EROSION CONTROL
0 FLOOD ELE �TI01� � p� 1. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES
\ AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL BE THE
��• ��Q' � \ �,'�' ,� .• otiA� , �titi � c� CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES
� PA KIN 50' OF SIDEWALK
x � Nd H AND SOUTH INORDER BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR
oJ�ush- p 'oF` PROP CURB I THE ENGINEER OF ANY CHANGES ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN
c«,Rt I I
TO TAPER GRADE BACK TO '
� 'PLOP_ SED FUTU P G SPACES b ' •, , THE FIELD BEFORE WORK IS STARTED OR RESUMED.
Bare• __ - -- - - - -- '�
�_ _ DPI \'E ENTRANCE.
� PROP. STORM I ET �� � `22)
' A c0 2. EROSION
CONSTRUCTI
ON OAND PERMANENT CONTROL MEASURES DURING ALL PHASES OF COMPLETION OF CONSTRUCTION.
3c - 787.40 , ti,� o \ X � � ` `, � \ � Y •�� �'�� • �-
I LQUV - 78 87 S�. S,� \ X SET HUB 265' FRO �O � I � • I I '
`� • � \ h°' � �p� X F� STING BUILDING �• ' 0 ERF, � 3. BASED UPON THE UNITED STATES DEPARTMENT OF AGRICULTURE - SOIL CONSERVATION
t �, o b� � �,• ,�. OT 0�' PROP WALK �b +� 2 ; SERVICE; SOIL SURVEY OF HAMILTON COUNTY, INDIANA; THE SITE CURRENTLY HAS THE
I' ���`-------- � y �PRO� STOR INLE�' �� a� e�`' z FOLLOWING SOIL TYPES:
- - - - - -- p �b � T�,` - 787. +' .qb1' � co MnA - MIAMI SILT LOAM
' � + �+ OcA - OCKLEY SILT LOAM
' X��" -- - - -_ , -•co , AA p9 � NV - 78 .65'
_ _ � c�,' bb• � _ - bb• a � �b PHA 4 00.E , •� `, �'. � i-
� ',EROSION �ONIROL W/ � 1 4. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUBGRADE PRIOR TO PAVING.
�'� - - -- - -- b � bb ��0�� .� PRDP CURB
.�� , Pr . Ri r � N 5. ALL DRIVE CONSTRUCTION WITHIN THE LINES OF DEDICATED RIGHT -OF -WAY SHALL BE IN
O ���.� ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF CARMEL AND /OR ENGINEER.
�: CURB 4 � �b�' �b�• `a5 e ed ��, � � '�
, I
� ���• � � \` o��A \\ n, HC RA1�{�IF�n ,�v,�a I ,� �� � 6. ALL PROPOSED PARKING SPACES ARE 20 FEET X 9 FEET, UNLESS OTHERWISW NOTED.
� �G +fib, � , 7. STANDARD SPECIFICATIONS OF THE CITY OF CARMEL SHALL APPLY FOR ALL WORK AND
` li � U `� AD '1+G -LK MATERIAL.
D ,
e, t � e0 �Q' ,� 8. ALL STORM SEWERS SHALL BE CONSTRUCTED WITH REINFORCED CONCRETE PIPE CLASS III
+ ^� �� onc. Pad � ; OR AS NOTED AND CONFORM TO A. S. T.M. SPECIFICATION C -76 OR LATEST REVISION.
��• � w ALL MANHOLES SHALL BE PRECAST CONCRETE CONSTRUCTION IN ACCORDANCE WITH STATE
°� �0 +� ti a + ,' �� + Xfrnr. WHERE ARE T
Alb
�° bb. �b �J � � �, •� _ � � OF INDIANA SPECIFICATIONS EXCEPT E 0 BE CONSTRUCTED ON
� PROP CURB �Q +�� ,- � tia I EXISTING SEWERS.
� +\ O O O , � nd 0• � b , �
\ � a��� �Q ', �,��� ��• QO.�V Play PROPOSED WAL�f/�c,>A�dl1f�lD -�XI �G LAS o�i 9. ALL SANITARY SEWER CONSTRUCTION SHALL BE P.S.M. POLYVINYLCHLORIDE SEWER PIPE
Area � • Q• , � -� b1• b�' v0 I AND FITTINGS TYPE I, GRADE CONFORMING TO A. S. T. M. SPECIFICATION D -3034;
PR P CURB � tih � \� �' � �°`° 1�� 1 Q OJQ�• � • _3 "'� � � 'i ' • ° °?5 \` AoF�MOVE CONFORMING TO SDR CELL CLASS 12454 B IN ACCORDANCE WITH A,S.T.M, 1784. AT THE
Q .��• o tip 10 OWNERS OPTION, ACRYLONTRILE- BUTADIENE- STRENE (ABS) SEWER PIPE AND FITTINGS
T� '' ,� _ _ - � •:• •' ,• b°�•' 2 O ; • ;' `� ' , � � ; � ; I � Q `t I ,' � � CONFORMING TO A. S. T. M. D -2680 MAY BE SUBSTITUTED. ALL SUBSEQUENT REVISIONS
1� a0 .P OP �R _ i %' �'• � ,' iv 42.0. qi
� � fib^ 1� �b�• b�• ��b�•b MOVE Sand- 1-b • - �� �, �A � A.,°'I SHALL APPLY.
�i
-� � 00 • 'G LVERT Play o� •e.•.. • ._LO , - - -, � �, (c� ,•� i � , I , , '
�• � � ,�� �a'1' � N + 10. JOINTS IN SEWER PIPE SHALL CONFORM TO A.S. T.M. SPECIFICATION C -425 OR LATEST
Are bA• 1 i �u and Ties iw /� REVISION.
" ; � T.
Grass ,between I ti
� 6 o ,; ,' � A °ti . •� � •Q >, .�'° �'�• � �o. o for Pr;ayer,' Thjea�' r l ° 11. SEWER PIPE SHALL BE BEDDED IN ACCORDANCE WITH DETAIL SHOWN. SEWER TRENCHES
CONSTRUCT AG��91nit Q SHALL BE KEPT FREE OF ALL WATER. DO NOR ALLOW WATER OR MUD TO ENTER THE
SIDE TC ,'''°' -1 • Ao. ` 4eGas Htg. SEWER.
,�o•� AG unit ti O
� .1 �P • AG �ntt- -'' � Air -Unit 1 � rye` '� 1 I ,' •' W/ /I
A U Inlet �� �°` ��h . b•.� �� �� h ,� � t t Ate. Ati• I Ati� � , I � P I ,
RC �, ti �• i� � P e q. A• � ' .� .� ,� � � Ph. � 12. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER PAVED SURFACE AND WITHIN
` � � � °•• � � ti �. � � �� `, ,' ,' ,' , ,' •�� y r . Ris r ' FIVE 5 FEET OF THE PAVEMENT SHALL BE BACKFILLED WITH GRANULAR MATERIAL AND
+���'� TIC 787.06' 12" RCP TIC 7 :. ., � . �� b�• �,�- ` � �^ +� Ao�' �''• °� I � ,, � ;
}- COMPACTED BY APPROVED METHODS.
� b�• �` AG Uni �, +� 9• , � �- - - - - -- ,��� ,' , ,
INV 784.89' INV 4:1Q'W. 1 b • o,�,� � I � ,,$ o,•, � � ', ,
�. AST S ntu ry ' �o 13. NO ROOF DRAINS, FOOTING DRAINS AND OR SURFACE WATER DRAINS MAY BE CONNECTED
T�34.06 S '• � `?� 0J c� ,� '• �b� _ - _ _ _ - _ _ � '' ,' ; ; I .' ohAal ', h AI ' ti �� TO THE SANITARY SEWER SYSTEM, INCLUDING TEMPORARY CONNECTIONS DURING
�h, d - T TO 78 .00' � a•� . \ , � �c�• • cc°' �'�� �� ���1' CONSTRUCTION.
- , 'PROP CURB � � �a� GoNGR�
V",
ex n 7 7.10
v v v
785 08 ! � 14. WHERE WATER LINES AND SANITARY SEWERS CROSS AND WATER LINES CANNOT BE PLACED
t. PAP ' �' � _ •fib ��� ' � � ABOVE THE SEWER WITH A MINIMUM OF EIGHTEEN (18) INCHES VERTICAL CLEARANCE,
� � b ,�ti � �� � •• �� 0 a �Ao ' - - -?°• � 113.5' ' � / I •�0 b I I � � THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE CAST IRON, MECHANICAL
� � ,� ^• b , � "� �`'o °fhb �� O bA oov 1bo'otih � 9• � +� ,- JOINTS WITHIN TEN (10) FEET OF THE WATER LINE.
ao,�o AG Uni tt.7• A. �o °s 12.7•
�� •.� � � � ° �. 9 °`h ' A A, "• ' '9• a�' ,' ,' >' N, � 15. ALL WATER LATERALS AND SANITARY LATERALS TO THE BUILDING SHALL BE BACKFILLED
bt• �� ' F`� P�' , ,'' •• • ' '' -'• . ' . •; s Htg. c�-' IN ACCORDANCE WITH THE CITY OF CARMEL AND THE INDIANAPOLIS WATER COMPANY.
-,k. Air -Unit •�� �� �'� �� ,' I �hcnl a ti �
' •� � � �� ° � • •' �g� : � ,A Spot"
' 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL STATE, CITY AND COUNTY
oiler
' ` �• ,� t ,' ' b° Fire ` kl P•v �'� b°' ',' '. bA• ,9 � � �0• higfits ' �� PERMITS.
ia) � Valve 1`0 � ° A II A aa'` �� +��� 17. CONTRACTOR SHALL CHECK WITH THE ENGINEER PRIOR TO THE START OF CONSTRUCTION
W I` +A0 ADD TO VERIFY DATE OF PLANS.
\• � '�'L A � ••►�(D\• I _ Q�- - -' MOUND
c�CD b�. 0b A o.� 18. ALL SLOPING TRANSITIONS TO BE STARTED OR TERMINATED A MINIMUM OF TWO (2) FEET
�bbb�bv .,o -' \�aQ ,�vb• �ti _ a � � o.° b AWAY FROM WALKS AND PAVEMENT.
• � A Q'Q�(�D}� � 0 �� �p`7 � A• � �Ca + Q\��''��� I � � -�� , ' A •\ / , � ,' ag�J �' d
` \� �O_ •. _ •'� ,� % � 19. SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING DIMENSIONS.
•. `- �i Ca+c. curb � �'� / /o'� �0 '7 0�• • ` a ' 0°' � � ,' � , •, C7 , 1 a '7
o• P� 6• conc. c� o. ' C cc�' cc1' 20. THE PARKING AREA WAS INTENTIONALLY DESIGNED FOR DETENTION. DURING TIMES OF
bb �bv �bb� � - - •' jb� +'ebb ' RAIN, WATER WILL BE STANDING IN THE PARKING LOT.
a ,5 �" PVC e� �TCI�'Y87.93' ;>A R�'LOCATED- 'LIGH7e^f�OLE r ~I �� � - I
`D AoA P 9 bb 784.2b� ��ST - _ 0 d� or abPndt ••�'� ' � + � ��� � -------- + � W/ 21. SANITARY AND WATER HOOHUP ARE FROM THE ENTERIOR OF THE EXISTING BUILDING.
� �a alfet - Parkin t � 'ti Tee.
v - - -- 7 4.34' NO -E ,' - - - -
- - - a
°�°' °. xs I\ ,' �°'• ', �I -' °• - _ ,` _ . �, , Ati• �ti - ��, I R r 22. WITHIN AREA OF FUTURE PARKING, ALL MATERIAL SHALL BE EXCAVATED (DURING PHASE 3
� +'�. 00 90 - " � - � - A° ti � •� _ _ _ .� , Ghu�ch Sign `, CONSTRUCTION) TO SUBGRADE; OBTAIN COMPACTION SPECIFICATIONS AND BROUGHT TO A
c� cvb �ti p�, , -' Ao• Fire pklr.o�2• t oo' � A °• '--- -" � TEMPORARY GRADE AS SHOWN ON THESE PLANS' MAINTAINING POSITIVE DRAINAGE. CURBS
o¢b otti\` A• � �°' SITS JIGN VaN\ --- - - ---, , � G. w/ Lndscp. 0 +
°' � CD ' co• � a co• V WITHIN FUTURE PARKING SHALL BE CONSTRUCTED DURING PHASE 4 ACTIVITY.
� � SEE �HEET L -2 �� °-- �`---- o�--- - --�'S t\ � b�� -, `.
IL Pado`? ,��• O� +b ebb ��' + ^bA. 1•-- ,�b�•--� - -�' e, �b o Tel. Jnct. Boy, b� --b�; .., .. - LEGEND -
• • • • • , • � - - • • A • . _ _ - - - Monument ar g property corner
. � •�. •, b •, ,. ,. ., ,•, .. ., , •�_ .. ,• TGMP Monupin found maekngproperty kcorner
Gonc rt
o� .. ' ...•. ,.:• � ... �• .. .. IPF
... .. .. .... .. .... _ .... rD `. Pw - Utility Pole
G.T.V. P d o' o o• o. � • �. o.. � _ A, ti' G.T.V b• P
A°' � � _ Orb 'S , - cc •� �`�' � - - - - L t. - Security / Parkin Lot Light
o' ���� _R���+'�8t'30'W - 5.82" b1�d ��• �• � b � ___- 9 9 g
' _ _ _ _ _ _ _ _ _ _ �_ b° o� V6' .�a Traf. gn1.-Pale_ Pri Riser - Primary Elec. Overhead to Underground Electric
bd` �, °'�- -_ cn~ AE - 3 - phase electric overhead line
, ___ - AO• ____ __ -. �� with Gn rl. Box. �,__b.�___- �• - primary
' �'�,1H - ' - �,- r ti a � . ,� • , ti ,a M G ground Xf mr - Electric Ste down Transf or
------ , ti O � �'� � c�A ,�� Gor. SE /', � TP - Survey Gontrol Point
P
I A�-- -- ------- ----- --- �0'- -- --• 79 A° -�-T AG - Air Conditioner
ON ' -A - -�- - - --�- - - -Q- - - -� - - �-A - •�- Sec. 2 q - T 1 R 4 E BCD' Tel - Telephone
Htg - Heating
_ _ Ped Telephone Pedestal Gs - Gas line
' � p bti Jnct - Junction Box
----------- c0• _ _ - �• UP[ Underground Primary Electri,
-���th STI�EET / Sowth dine 54 Seo. 2 bbl 18N -f�4� Traf - Traffic
4, ,�•, �� •,°'tip' ti o � � o. ��0 ' c� icy -- o. S nl - Si nal 9 P
UT -Under round Telephone
'h^ - - - - - - --
FH Elec.
Switch
Gear
Box
oObo N U.G.T.V. - Under round Gable T.V.
A• _ - '•�`' - _ _ _ _ _ ° � P) ' b c� Gntrl - Gontrol
s• steel c� Pipe O h' Sgnl. FH - Fire Hydrant - Tree
A40 MH Manhole , Bell Bell - Indiana Bell Teleph� Pine Trees
= = Elec. MH Inlet - Storm Drain �
■ Switcf� Exs - Exercise sign Proposed Drainage Flow
EXISTING STORM MANHOLE � � �• � 9
TG 789.00' Gear , F Lndscp - Landscaper
�• � s
INV 780.80' Box �7 � E •� - Proposed Pole Light
STATE OF
Inlet
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' °s3y0NAL�,;.;'�� LLAN H. WEIHE REG. IND #882
vi
w
x �
ow
ati A�Vert. + B � +^ Paral AP ^atus ` xs xs "Holey Moiey' says,
A• ADD CURB � Aqe' DM�STEf�'� ob "
"DON'T DIG BLIND
., Gurl , CLOSURE b' O � �r �wv, rneer7 w to e w
()c iC[XS ' " � 382 -5544 428 -5200
Cfl� Bar � �,� � b � ,. �,�• 205 0P 8 RI V ° `I I '�� Scale: 1"=30' ,»�►,,,,�„
b TI - T 0.5 " o
�� Asti � � . ' ' " - b� 1 1 I e• � � � �0 � PIRO�OSEDA�U TiPpK 8 A P I CE -.;:.;III _ _ - - -•� S
�2' O a N � , � '��� ��CD �• ��'� PER INDIANA STATE LAW IS -69 -1991, IT IS
0 � f3' -R �� ��� ' , +��� b� ,� � • AGAINST THE LAW TO EXCAVATE WITHOUT
I�� I i'I L� ,
PROP �TDRM INLET ' ' • NOTIFYING THE UNDERGROUND LOCATION SERVICE
t �
� b T �
��,,�, ��ii,, '• O 1 � � O � O TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
1'CEx5 , +� ----- - ----- -- o"` - � - 787.40' -e-- I 1
Steps PROP CURB ebb /INV - 785.14' a� �I If�l � L I - ;, AT THE BEGINNING OF
PROP CURB P 0 CURB � CONSTRUCTION, PLACE
� A�A 3� \ � A STONE WITHIN RIGHT -OF -WAY
ay 100 YEAR � � 5'R / R � b�' FOR EROSION CONTROL
0 FLOOD ELE �TI01� � p� 1. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES
\ AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL BE THE
��• ��Q' � \ �,'�' ,� .• otiA� , �titi � c� CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES
� PA KIN 50' OF SIDEWALK
x � Nd H AND SOUTH INORDER BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR
oJ�ush- p 'oF` PROP CURB I THE ENGINEER OF ANY CHANGES ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN
c«,Rt I I
TO TAPER GRADE BACK TO '
� 'PLOP_ SED FUTU P G SPACES b ' •, , THE FIELD BEFORE WORK IS STARTED OR RESUMED.
Bare• __ - -- - - - -- '�
�_ _ DPI \'E ENTRANCE.
� PROP. STORM I ET �� � `22)
' A c0 2. EROSION
CONSTRUCTI
ON OAND PERMANENT CONTROL MEASURES DURING ALL PHASES OF COMPLETION OF CONSTRUCTION.
3c - 787.40 , ti,� o \ X � � ` `, � \ � Y •�� �'�� • �-
I LQUV - 78 87 S�. S,� \ X SET HUB 265' FRO �O � I � • I I '
`� • � \ h°' � �p� X F� STING BUILDING �• ' 0 ERF, � 3. BASED UPON THE UNITED STATES DEPARTMENT OF AGRICULTURE - SOIL CONSERVATION
t �, o b� � �,• ,�. OT 0�' PROP WALK �b +� 2 ; SERVICE; SOIL SURVEY OF HAMILTON COUNTY, INDIANA; THE SITE CURRENTLY HAS THE
I' ���`-------- � y �PRO� STOR INLE�' �� a� e�`' z FOLLOWING SOIL TYPES:
- - - - - -- p �b � T�,` - 787. +' .qb1' � co MnA - MIAMI SILT LOAM
' � + �+ OcA - OCKLEY SILT LOAM
' X��" -- - - -_ , -•co , AA p9 � NV - 78 .65'
_ _ � c�,' bb• � _ - bb• a � �b PHA 4 00.E , •� `, �'. � i-
� ',EROSION �ONIROL W/ � 1 4. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUBGRADE PRIOR TO PAVING.
�'� - - -- - -- b � bb ��0�� .� PRDP CURB
.�� , Pr . Ri r � N 5. ALL DRIVE CONSTRUCTION WITHIN THE LINES OF DEDICATED RIGHT -OF -WAY SHALL BE IN
O ���.� ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF CARMEL AND /OR ENGINEER.
�: CURB 4 � �b�' �b�• `a5 e ed ��, � � '�
, I
� ���• � � \` o��A \\ n, HC RA1�{�IF�n ,�v,�a I ,� �� � 6. ALL PROPOSED PARKING SPACES ARE 20 FEET X 9 FEET, UNLESS OTHERWISW NOTED.
� �G +fib, � , 7. STANDARD SPECIFICATIONS OF THE CITY OF CARMEL SHALL APPLY FOR ALL WORK AND
` li � U `� AD '1+G -LK MATERIAL.
D ,
e, t � e0 �Q' ,� 8. ALL STORM SEWERS SHALL BE CONSTRUCTED WITH REINFORCED CONCRETE PIPE CLASS III
+ ^� �� onc. Pad � ; OR AS NOTED AND CONFORM TO A. S. T.M. SPECIFICATION C -76 OR LATEST REVISION.
��• � w ALL MANHOLES SHALL BE PRECAST CONCRETE CONSTRUCTION IN ACCORDANCE WITH STATE
°� �0 +� ti a + ,' �� + Xfrnr. WHERE ARE T
Alb
�° bb. �b �J � � �, •� _ � � OF INDIANA SPECIFICATIONS EXCEPT E 0 BE CONSTRUCTED ON
� PROP CURB �Q +�� ,- � tia I EXISTING SEWERS.
� +\ O O O , � nd 0• � b , �
\ � a��� �Q ', �,��� ��• QO.�V Play PROPOSED WAL�f/�c,>A�dl1f�lD -�XI �G LAS o�i 9. ALL SANITARY SEWER CONSTRUCTION SHALL BE P.S.M. POLYVINYLCHLORIDE SEWER PIPE
Area � • Q• , � -� b1• b�' v0 I AND FITTINGS TYPE I, GRADE CONFORMING TO A. S. T. M. SPECIFICATION D -3034;
PR P CURB � tih � \� �' � �°`° 1�� 1 Q OJQ�• � • _3 "'� � � 'i ' • ° °?5 \` AoF�MOVE CONFORMING TO SDR CELL CLASS 12454 B IN ACCORDANCE WITH A,S.T.M, 1784. AT THE
Q .��• o tip 10 OWNERS OPTION, ACRYLONTRILE- BUTADIENE- STRENE (ABS) SEWER PIPE AND FITTINGS
T� '' ,� _ _ - � •:• •' ,• b°�•' 2 O ; • ;' `� ' , � � ; � ; I � Q `t I ,' � � CONFORMING TO A. S. T. M. D -2680 MAY BE SUBSTITUTED. ALL SUBSEQUENT REVISIONS
1� a0 .P OP �R _ i %' �'• � ,' iv 42.0. qi
� � fib^ 1� �b�• b�• ��b�•b MOVE Sand- 1-b • - �� �, �A � A.,°'I SHALL APPLY.
�i
-� � 00 • 'G LVERT Play o� •e.•.. • ._LO , - - -, � �, (c� ,•� i � , I , , '
�• � � ,�� �a'1' � N + 10. JOINTS IN SEWER PIPE SHALL CONFORM TO A.S. T.M. SPECIFICATION C -425 OR LATEST
Are bA• 1 i �u and Ties iw /� REVISION.
" ; � T.
Grass ,between I ti
� 6 o ,; ,' � A °ti . •� � •Q >, .�'° �'�• � �o. o for Pr;ayer,' Thjea�' r l ° 11. SEWER PIPE SHALL BE BEDDED IN ACCORDANCE WITH DETAIL SHOWN. SEWER TRENCHES
CONSTRUCT AG��91nit Q SHALL BE KEPT FREE OF ALL WATER. DO NOR ALLOW WATER OR MUD TO ENTER THE
SIDE TC ,'''°' -1 • Ao. ` 4eGas Htg. SEWER.
,�o•� AG unit ti O
� .1 �P • AG �ntt- -'' � Air -Unit 1 � rye` '� 1 I ,' •' W/ /I
A U Inlet �� �°` ��h . b•.� �� �� h ,� � t t Ate. Ati• I Ati� � , I � P I ,
RC �, ti �• i� � P e q. A• � ' .� .� ,� � � Ph. � 12. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER PAVED SURFACE AND WITHIN
` � � � °•• � � ti �. � � �� `, ,' ,' ,' , ,' •�� y r . Ris r ' FIVE 5 FEET OF THE PAVEMENT SHALL BE BACKFILLED WITH GRANULAR MATERIAL AND
+���'� TIC 787.06' 12" RCP TIC 7 :. ., � . �� b�• �,�- ` � �^ +� Ao�' �''• °� I � ,, � ;
}- COMPACTED BY APPROVED METHODS.
� b�• �` AG Uni �, +� 9• , � �- - - - - -- ,��� ,' , ,
INV 784.89' INV 4:1Q'W. 1 b • o,�,� � I � ,,$ o,•, � � ', ,
�. AST S ntu ry ' �o 13. NO ROOF DRAINS, FOOTING DRAINS AND OR SURFACE WATER DRAINS MAY BE CONNECTED
T�34.06 S '• � `?� 0J c� ,� '• �b� _ - _ _ _ - _ _ � '' ,' ; ; I .' ohAal ', h AI ' ti �� TO THE SANITARY SEWER SYSTEM, INCLUDING TEMPORARY CONNECTIONS DURING
�h, d - T TO 78 .00' � a•� . \ , � �c�• • cc°' �'�� �� ���1' CONSTRUCTION.
- , 'PROP CURB � � �a� GoNGR�
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785 08 ! � 14. WHERE WATER LINES AND SANITARY SEWERS CROSS AND WATER LINES CANNOT BE PLACED
t. PAP ' �' � _ •fib ��� ' � � ABOVE THE SEWER WITH A MINIMUM OF EIGHTEEN (18) INCHES VERTICAL CLEARANCE,
� � b ,�ti � �� � •• �� 0 a �Ao ' - - -?°• � 113.5' ' � / I •�0 b I I � � THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE CAST IRON, MECHANICAL
� � ,� ^• b , � "� �`'o °fhb �� O bA oov 1bo'otih � 9• � +� ,- JOINTS WITHIN TEN (10) FEET OF THE WATER LINE.
ao,�o AG Uni tt.7• A. �o °s 12.7•
�� •.� � � � ° �. 9 °`h ' A A, "• ' '9• a�' ,' ,' >' N, � 15. ALL WATER LATERALS AND SANITARY LATERALS TO THE BUILDING SHALL BE BACKFILLED
bt• �� ' F`� P�' , ,'' •• • ' '' -'• . ' . •; s Htg. c�-' IN ACCORDANCE WITH THE CITY OF CARMEL AND THE INDIANAPOLIS WATER COMPANY.
-,k. Air -Unit •�� �� �'� �� ,' I �hcnl a ti �
' •� � � �� ° � • •' �g� : � ,A Spot"
' 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL STATE, CITY AND COUNTY
oiler
' ` �• ,� t ,' ' b° Fire ` kl P•v �'� b°' ',' '. bA• ,9 � � �0• higfits ' �� PERMITS.
ia) � Valve 1`0 � ° A II A aa'` �� +��� 17. CONTRACTOR SHALL CHECK WITH THE ENGINEER PRIOR TO THE START OF CONSTRUCTION
W I` +A0 ADD TO VERIFY DATE OF PLANS.
\• � '�'L A � ••►�(D\• I _ Q�- - -' MOUND
c�CD b�. 0b A o.� 18. ALL SLOPING TRANSITIONS TO BE STARTED OR TERMINATED A MINIMUM OF TWO (2) FEET
�bbb�bv .,o -' \�aQ ,�vb• �ti _ a � � o.° b AWAY FROM WALKS AND PAVEMENT.
• � A Q'Q�(�D}� � 0 �� �p`7 � A• � �Ca + Q\��''��� I � � -�� , ' A •\ / , � ,' ag�J �' d
` \� �O_ •. _ •'� ,� % � 19. SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING DIMENSIONS.
•. `- �i Ca+c. curb � �'� / /o'� �0 '7 0�• • ` a ' 0°' � � ,' � , •, C7 , 1 a '7
o• P� 6• conc. c� o. ' C cc�' cc1' 20. THE PARKING AREA WAS INTENTIONALLY DESIGNED FOR DETENTION. DURING TIMES OF
bb �bv �bb� � - - •' jb� +'ebb ' RAIN, WATER WILL BE STANDING IN THE PARKING LOT.
a ,5 �" PVC e� �TCI�'Y87.93' ;>A R�'LOCATED- 'LIGH7e^f�OLE r ~I �� � - I
`D AoA P 9 bb 784.2b� ��ST - _ 0 d� or abPndt ••�'� ' � + � ��� � -------- + � W/ 21. SANITARY AND WATER HOOHUP ARE FROM THE ENTERIOR OF THE EXISTING BUILDING.
� �a alfet - Parkin t � 'ti Tee.
v - - -- 7 4.34' NO -E ,' - - - -
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°�°' °. xs I\ ,' �°'• ', �I -' °• - _ ,` _ . �, , Ati• �ti - ��, I R r 22. WITHIN AREA OF FUTURE PARKING, ALL MATERIAL SHALL BE EXCAVATED (DURING PHASE 3
� +'�. 00 90 - " � - � - A° ti � •� _ _ _ .� , Ghu�ch Sign `, CONSTRUCTION) TO SUBGRADE; OBTAIN COMPACTION SPECIFICATIONS AND BROUGHT TO A
c� cvb �ti p�, , -' Ao• Fire pklr.o�2• t oo' � A °• '--- -" � TEMPORARY GRADE AS SHOWN ON THESE PLANS' MAINTAINING POSITIVE DRAINAGE. CURBS
o¢b otti\` A• � �°' SITS JIGN VaN\ --- - - ---, , � G. w/ Lndscp. 0 +
°' � CD ' co• � a co• V WITHIN FUTURE PARKING SHALL BE CONSTRUCTED DURING PHASE 4 ACTIVITY.
� � SEE �HEET L -2 �� °-- �`---- o�--- - --�'S t\ � b�� -, `.
IL Pado`? ,��• O� +b ebb ��' + ^bA. 1•-- ,�b�•--� - -�' e, �b o Tel. Jnct. Boy, b� --b�; .., .. - LEGEND -
• • • • • , • � - - • • A • . _ _ - - - Monument ar g property corner
. � •�. •, b •, ,. ,. ., ,•, .. ., , •�_ .. ,• TGMP Monupin found maekngproperty kcorner
Gonc rt
o� .. ' ...•. ,.:• � ... �• .. .. IPF
... .. .. .... .. .... _ .... rD `. Pw - Utility Pole
G.T.V. P d o' o o• o. � • �. o.. � _ A, ti' G.T.V b• P
A°' � � _ Orb 'S , - cc •� �`�' � - - - - L t. - Security / Parkin Lot Light
o' ���� _R���+'�8t'30'W - 5.82" b1�d ��• �• � b � ___- 9 9 g
' _ _ _ _ _ _ _ _ _ _ �_ b° o� V6' .�a Traf. gn1.-Pale_ Pri Riser - Primary Elec. Overhead to Underground Electric
bd` �, °'�- -_ cn~ AE - 3 - phase electric overhead line
, ___ - AO• ____ __ -. �� with Gn rl. Box. �,__b.�___- �• - primary
' �'�,1H - ' - �,- r ti a � . ,� • , ti ,a M G ground Xf mr - Electric Ste down Transf or
------ , ti O � �'� � c�A ,�� Gor. SE /', � TP - Survey Gontrol Point
P
I A�-- -- ------- ----- --- �0'- -- --• 79 A° -�-T AG - Air Conditioner
ON ' -A - -�- - - --�- - - -Q- - - -� - - �-A - •�- Sec. 2 q - T 1 R 4 E BCD' Tel - Telephone
Htg - Heating
_ _ Ped Telephone Pedestal Gs - Gas line
' � p bti Jnct - Junction Box
----------- c0• _ _ - �• UP[ Underground Primary Electri,
-���th STI�EET / Sowth dine 54 Seo. 2 bbl 18N -f�4� Traf - Traffic
4, ,�•, �� •,°'tip' ti o � � o. ��0 ' c� icy -- o. S nl - Si nal 9 P
UT -Under round Telephone
'h^ - - - - - - --
FH Elec.
Switch
Gear
Box
oObo N U.G.T.V. - Under round Gable T.V.
A• _ - '•�`' - _ _ _ _ _ ° � P) ' b c� Gntrl - Gontrol
s• steel c� Pipe O h' Sgnl. FH - Fire Hydrant - Tree
A40 MH Manhole , Bell Bell - Indiana Bell Teleph� Pine Trees
= = Elec. MH Inlet - Storm Drain �
■ Switcf� Exs - Exercise sign Proposed Drainage Flow
EXISTING STORM MANHOLE � � �• � 9
TG 789.00' Gear , F Lndscp - Landscaper
�• � s
INV 780.80' Box �7 � E •� - Proposed Pole Light
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