HomeMy WebLinkAboutOutback - Carmel IN Civil_Part4.pdf10 9 8 7 6 5 4 3 2 1
O �
00 w
4� N Q
� II � ' � �� �
� < <
�
�
.. ` � � , � � o
I � � � � � � '
� � � � � �
. ,..,
� [ � � �'� � � � � �
�
f � I N� r--+ O� w
� I � 1 � � � � � a
.. ° � � � p .� `O � O �
� � � � ,-� i i i
�
� ,-� 1 � I • � j `O N M �
� � � Z � � � � �
� � � PLAN NOTES : � � � °° � °° �
� o.�� z
, � � • �' � o � �
� � � O � � r--' O �--' �
w � � i 1 ASPHALT PAVING PER DETAIL ON SHEET C202. � �,,� � M �
- I � ►-�
� � � 1
� il i
� � � 2 FLAG POLE, COORDINATE ACTUAL LOCATION WITH OWNER
I . �, i � �
.a
EXISTI�IG BUILDING ' � . � �
� � 3 CONCRETE PAVING WITH 1' CHAMFERED CORNERS PER DETAIL �
I ` � � . v ��v
� j i ON SHEET C202. ��
� 4y � � i
� � � 4 PARKING BUMPERS PER DETAIL ON SHEET C202 � �
� � � � �
t;
i � � '�
p � � � 5 6" CURB AND GUTTER TYPE II PER DETAIL ON SHEET C202. ��
J ROP � � �
c� OSEp 2 , � � „ .� �
� �
� � 6 6 CURB & GUTTER TYPE III PER DETAIL ON SHEET C202 ��
B•SL. , � jj C�
w ` � �
� 21 17 18 -� 15' .U.E. & W E � �� � TAPER CURB WITHIN 3 FEET. w�
21 18 ° 21 Q � � � �
o W
� N � � � > U
� 21 c„ 21 0 �J� � �__ PROPOSED ROOF DRAIN. COORDINATE WITH ARCHITECTURAL '- i
� ���� 22 2� N o ° N Y � � $ DRAWINGS AND SHEET C103. U
r• � 30 � � ^w . t�t � Q
� Y �
W �
� 6 21 '������ C� � � � � �
� N ' S N 5 y ' � ' �� � i PROPOSED STORM INLET WITH CONCRETE APRON• PER DETAIL �
� 0 5. PROPOSED 20 B.S.L. }a, _ � � � 9 � � � �
6 0 6 � o $ �z � � � ON SHEET C203. �� V
❑6 0 �; � � �
�, � cn
� � � � 9 � �, ., � ► � �
aeaaeaaeaaeea . . - �� � i 10 INTEGRAL WALK AND CURB PER DETAIL ON SHEET C202. ��
� ,�,� , ' a . . ° .° o o a . . ° z -< i i � � C�
�� , 6 sr p -O, 9•0 �j� � ��� 26 � 8 21 i� � -i r- � 11 MATCH EXISTING SIDEWALK. ��� J
' o- 9. o � s� °`' 21 � .. o a: a.v . v. a 8 g � : z z i � � �
�� � � � ADA ACCESSIBLE RAMP PER DETAIL ON SHEET C202A � C�
r... ., N 2' MINI SPEED HUMP (OR EQUIV) 15 . � �° �. . d �� � . 2 , � . '
. �� � a 3.o � N � , 12 W J
1 - : p o� o a�� o rn ..� o (
i.::.� �: 0 15 . . . � � �� o° � � �
6 6 � .. .� 29 � i i � 13 PAINTED ADA PARKING SYMBOL (WHITE WITH BLUE
6 4 EGRESS/INGRE CCESS � � . ��° �
� � ,
p � EASEME �� 0 6 � � � � ° � . � !-'� � �� a' � i ' BACKGROUND).
,�p. �o, g �o� ��. 1 �`� . a �� � i � �
a 2� � � i
� � � 26 a � .� ��� o . � ` � � ADA PARKING SIGN 1 VAN ACCESSIBLE RE UIRED . �
� , � . 26 � � ►�--, � 14 � Q ) �
� � 24.0 � � . .. - o
� � (� �r, � �
� `., ( I � � .. � � „ N
� i � � � 5 PAINTED WHITE 4" PARKING LINES (TYP). z CO �� � ���, �
0 0 21 � � � ~ ' ° �N Q � � � Q�
� �
'p, 0 18 � 2 �`L� � �° , � � , � � U r � ° z w �
21 •o� � ❑ 6 7 � � 30 3 PAINTED BLUE ADA ACCESSIBLE AISLE. w� z � z x .•�,
8 6 ❑ 10 -----� --�--- � � � 16 ,� � � �,
� w �
6 6 25 , OUTBACK STEAKHOUSE -oc� :� `il � � �y , � � o w � � �
24.0 co O� `�' a Q� Q Q z� Q
5 3� 5661 SF (APPROX) � v� � � � � � i � 7 EDGE OF PROPOSED ASPHALT.
- � � �
6 25 21 � o �,, . � �
84.8' o o � � z � TEMPORARY PARKING BUMPERS. """"
2 5 5 2 1 c,.� v n ' o �� o � 1 8 �,����
N s N � � o T, o c� o t_ � C b � � �
0 21 0 21 0 0 �' oC � .� n,N � -� � _ � 19 NOT USED. oNNN
` V 1 � ` 2 0. o' � 3 � °� oo �, t =��
� � � (�� �� � [ � � � ri � o 0
� � � , D r� z t:� �' � ap � o � 20 NOT USED. w��� r
� D r� � � �� � C �NOOo
l Q
- � 21 0 '- �� � z i N o � 21 „
, 9 �� , �'� 9 �� �� -� � i p � � � CONTRACTOR TO PROVIDE 6 MINIMUM APPROVED TOPSOIL.
o O ' °� �' , 4 � � � �-' �
� 6 � 6 � 6 6 � 5 30 30.1 r�- � � 22 PROPOSED DUMPSTER ENCLOSURE; REFER TO ARCHITECTURAL
� N m 10 � � � i PLANS FOR DETAILS.
� � � � 15 31 �. � �
5 o m 4r � �
�, 15 6 9.0' �"' O , �p » � ► ' 23 PAVEMENT FLUSH WITH SIDEWALK. �,
�p �Q 6 �� 6 ��� 9. o 0 6 � � � Z
Q "' Z `� 21 � � �
,
�`S� �� Z� � � � 24 PROPOSED SIGN LOCATION. SEE ARCHITECTURAL PLANS AND �
� � � � � � � COORDINATE WITH WEST CARMEL COMMONS. �
� � , 31 � � i �
� � � ,� . o � 2 23 ► � a Z
5 21 OUTDOOR PATIO � i i � 25 PROPOSED LIGHT POLE AND BASE. � �,
> > > , � N 5 10 4 4 N 21 � �Y � � Z
�o.0 20.0 24.0 9.0 9.0 4 4 0 4 4 18 0 , � _ 27 32 , 30 � � � o�,�
o ❑ � w
23 � 21 � 4 24.0 _ 14 23 14 2� 5.0 � 2 � � � 26 PROPOSED ROUND BOLLARD PER DETAIL ON SHEET C202. � Q° Z
. 6 21 - 10 � � �QQ�'o
R4.0' � 7 7 `� �� � � � ~����
.. � , �� � � i 27 PROPOSED BIKE RACK, INVERTED U-TYPE PER CARMEL CITY Q W W�, �
�
� 7 � � ' �, � i � CODE CHAPTER 27.06.03A; THREE (3) RACKS REQUIRED ��� Z�
�
eeee eeaee . . . � � , � � = Z
eeee eeee A}�
� i �� � � (TOTAL OF 6 SPACES). PER DETAIL ON SHEET C202. z o o J°
�, R POS 15 B.S.L.
�
� � y � f � v�v��z
0 2 � � N � 6 , N 1 6 �4j� �� z � 28 ��
� ��cn�
0 23 . R10.0 � � � o � ► PROPOSED DRIVE CONNECTION (BY OTHERS) w
10. 0' 0 2 � 4 0 25 8 � � � 6 �.
� 4 4 4 ° 25 25 � � i� � � r�
� 15 4 4 � � ,p BIKE PARKIN 5 i �� i � 29 TRENCH DRAIN PER DETAIL ON SHEET C203
, �so, � 13 13 13 i z� i � ```�����►iiiiii��i�����
�c� 25 , , � -''_ � � 30 SIDEWALK PER DETAIL ON SHEET C202. ���`� S�• SH/N ���/,
6 , , o o , , , , , z z � .� �C, NE` %
20 AT QUALITY 9. 0 "�• 21 9. 0 8. 0 8. 0 8. 0 9. 0 p � � �'� � ► .•�� Q,� ���G�STER ��'��. �q �'%
ACCE S EASEMENT 6 � � 6 , �' :J° � N � , 31 "TAKE-AWAY" SIGN ; � � � FO"��.. y ;
6 � 18 � o , ,
� 21 6 .r�� N N ° 15 N �:.. 6 N 5.0 0 , � _ N0. _ �
:� � 1 / :� �.
�'° 1 2' M I N I S P EED H U M P 0 R EQ U IV ` 24' EGRESS/INGRESS ACCESS =� � - -
I 1 i � � 32 WARNING MAT 24" DEEP IN THIS AREA = 10200392
i.., • �, � 0 15 l / � 1.., �,� � � . I � � � �
• • v �
EASEMENT & WATER QUALITY EASEMEN 1 �
/ . � �
6 9. 0' � � J � o � � � -o STATE OF � �
�, �i' , 9 '�'� , 17 � � � � � •� �p � p, t�,�v �•�
9 o I . .N N .
� , o � , .� DIA. � �
�- i �,�� �C`sS�� �� ``��
•o � � � - .
...o � � -PARKING SUMMARY- %, �4NA� � ,��
, I .� , �,,, ����
� PR POSE 15 . S. L. � =� � � � ����►� i i i������
� ::u n i i � 1 SPACE / 2.5 SEATS N 232 SEATS (N93)
N ' I � � � � 1 SPACE EMPLOYEE LARGEST SHIFT N 25
ACCESS EASEMENT 4 4 4 0 4 4 17 O � � � � � �
�g o 17 ��,� -� � � i 118 REQUIRED
0 � � = � � �
7 ,� 118 PROVIDED
❑ � � � N L, I � � JAMES K. SHINNEMAN P.E. 10200392
GENER.AL SITE N�TES. � � , �
� � i i � BICYCLE REQUIREMENT: 5 SPACE / 100 PARKING ...
� � � � � � � i � S PAC ES . ,
21 1. ALL DIMENSIONS ARE BASED FROM FACE OF CURB OR �� � � �'-��
� � BICYCLE PARKING REQUIRED = 6 SPACES (3 LOOPS) ::,��::
� � FACE OF BUILDING. Z 4 � ' i ;� M
� c� . [ �
18 18 m { � , � • ���'�- w �
2. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING � i , PARKING PROVIDED. r:�� �
17 �, � , �;� � �
AND BUILDING DIMENSIONS AND CANOPY. DO NOT STAKE � I ,�7 � � 1 14 - STANDARD SPACES � s• o�
� # I I � � � -
4 H A N D I C A P S P A C E S �-;�;-�:�. _ �
� B U I L D I N G O R C A N O P Y F R O M T H E S E P L A N S. �� � � i _ �
�
1 18 TOTAL S PAC ES `��° i� Y
z � � � � . � �.�:t� a �
LEGEND 3. f DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT -� � � .�w
i i � 6 BICYCLE SPACES PROVIDED � Q
I t.:s :��n:
B = EXIST. SIGN AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. i i � -�. �, �
I � �
::�: �. � �
��.
• PKF = EXIST. IRON PIN & OR PK (SET FOUND) , ;}f � f ?`'-.`
� GM � O = EX I ST. GAS M ETER 28 1 ;.._ :-
� � � ,t. � . :
� � = EX I ST. GAS VALVE � � � � " �� � �
�� � = EXIST. STORM INLET DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, 4 � � , .�
O O = EXIST. STORM/SAN./TELE. MANHOLE LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR �� ' � � �
EM� a O = EXIST. ELECTRIC METER OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN � � ' ` �
���� = EXIST. POWER POLE/POWER POLE w/ LIGHT ` 1 1 I �
GA � � = EXIST. GUY ANCHOR T H E R I G H T- 0 F- WAY.
�
T. Ped.� 0 = EXIST. TELEPHONE PEDESTAL ° �
I �
0
. �, �:_ � �
� ( �
� �
I � � �
Ac = HVAC U N IT I �
CO i = EXIST. CLEANOUT GENERAL NOTE S: , ' � ,� ° �
� _ I I C�
M B MAI LBOX
� = EXIST. LIGHT 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, � � � � W � �
� � � � � �
- - I
QBO� - EXIST. BOLLARD COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER � � i i �
MANAGEMENT PERMIT. : }� � i � � �
� = CONCRETE END SECTION (C.E.S.) � �
= 2 IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA i � �--� ~ �' �
Q� GATE POST � � � �� ^ w
= TRANSFORMER PRIOR TO STARTING CONSTRUCTION
� ° I I � � � l � c'
� V � o�
-- - = RIGHT-OF-WAY LINE 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. � � � � W �
, ► � 0 � �
• = 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING � �"� � �
PROPOSED PIPE BOLLARD � �
CONTRACTOR . � � � � � � �
O = PROPOSED MANHOLE S ,, � l Q� � �
�W �, ��
5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL 24 �P� � i � �
= DRAINAGE FLOW ARROW
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. � � i � .. "
W _ WATER LINE � I � � q �_�
G - GAS LINE 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL � � W �
I � �
� F.F.E. = FINISH FLOOR ELEVATION ENGINEER. u
1 � � � � � o
TC = TOP OF (MANHOLE / INLET) CASTING � f , � � �'
� 7 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN UALITY CONTROL THROUGHOUT THIS PROJECT. .. � i � �
) Q � �
N INV = INVERT (BOTTOM) ELEVATION OF (PIPE) � � �
o = 8 TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. { .��1 � � o
� RCP REINFORCED CONCRETE PIPE � { � � � � � � �
U _ � � � �
CMP CORRUGATED METAL PIPE 9 BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. I , i � ____ � �
� ) ��, � , � ____ � � �
� _ �
�
�
PP
�
C RR AT P TI PIP �
CO UG ED LAS C E I
[
�
0 0
10 ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED.
�
0
�
� � �
o �
_ �
� _
�
PVC P YVINY H RI PIP � d-
OL L C LO DE E
l w
i � 1
� M
W
�
�
\
11 THE LO EST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE 1 FOOT ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY
� STR. = STRUCTURE � � � � �-;�� � I � �
� �4 F � � q I-y � �
� M.E.G. = MATCH EXISTING GRADE SEWER MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED. p � � i w� �, ��
= SSD = SUB-SURFACE DRAINAGE 12 ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. �� � � i � � � � "�
�°� - � � � ' Kn ow wh at s b e I ow. � �' �
�, TOC TOP OF CURB � ��, 1 a I� O O I�
�� GUT = GUTfER 13) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS, ATM RELATED DETAILS, AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING � i i � , w� . �
_ ° � - FROM THESE PLANS. � t u � � � � �
�� o � � � �
�, . OUL OVERHEAD UTILITY LINE / � � [ � bef o re � u� � . a
�� _ � � Y g
.� i T = TELEPHONE LINE 14) COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. � 4ifr . � � � •• • SHEET N0.
� o TBM - TEMPORARY BENCHMARK 15) FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. - � � M � rr �� € � � Within /hdiana Call
E ELECTRIC LINE � [ � U � � O% U0�-382-5544
:�
� N --�- = CONSTRUCTION LIMITS 16) THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS OR ASPHALT PATH FOR ANY UTILITY t�:� `.., � ��,� _ � i �
�� INSTALLATION IN THE RIGHT-OF-WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. �� { �� Y �`� ` I � I � 24 Hours a Day, 7 Days a Week.
/ � � , r...
o�� g = PARKING SPACE COUNT 17) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED W/ DOUBLE WALL HANCOR HI-Q OR EQUIV. t}. „��:� ,. Y �` I� t �+���� SCALE: 1�� = 20� PER INDIANA STATE LAW IC 8-1-26.
N > ❑
� Z" 18 ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. _v IT IS AGAINST THE �AW To ExCAVATE
_� � � WITHOUT NOTIFYING THE UNDERGROUND PROJECT N0.
in �i 0° 4 ;�" I . .:�
��,
o�� o � 4r � . . � .. LOCATION SERVICE TWO (2) WORKING
Q o w� o � o zo 4o w11.0655
DAYS BEFORE COMMENCING WORK.
V � � O
O � � �
10 9 8 7 6 5 4 3 2 1