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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