Loading...
HomeMy WebLinkAbout08010004 UDSV Packet LF Site Plan�O IF7�C� OF ex. son. m.h. tor- 863.25 inv.= 849.70 (nw) PARKING ANALYSIS LEGEND TOTAL S.F. = 60,000 REQUIRED RATIO = 1/600 S.F. TOTAL SPACES REQUIRED = 100 FUTURE ANALYSIS RIGHT -OF -WAY PAVEMENT TOTAL S.F. 11,400 REQUIRED RATIO = 1/600 S.F. TOTAL SPACES REQUIRED = 19 STANDARD PARKING (9x20) 107 R/W PARALLEL PARKING 6 HANDICAP PARKING PROVIDED 6 ( INCLUDES 1 VAN ACCESSIBLE ) A.D.A. RAMP TOTAL PROPOSED PARKING 119 Zll _ . ._ -" DUMPSTER (SEE ARCHITECTURAL - _......__ PLANS FOR DETAILS) _ /, / / / � ♦ / ,/: // / // �.— � � . r: ,: - ,, aad� J/ `/ , _ ^'. /,',,/ ,. .• as44� 7 �.6 ' 5" _ � � � 5 �. a �s � • . > 77 _ 4' BUILDING SETBACK LINE . I k E W a' , ----- - - - - -- � 00 L/'� 4 w 11 S .ACS 9 — 9 TYP. - �C/ j j - ♦ Q' , i �G/ © i • L3' ' 'W . .. ��F .fir, •F , , ,,''W %, S BICYCLE PARKING ' . 58 F ,% , ;; ''•, , f X.: I i y• r »V .. G r 'i�"�``, +`':%;t. j., N y '•' `ii• ''r✓x, : / 4 r W J : h Ln , d 1 ` t e YP / ' --` d] . / m .'• A ° J - ,� +,r` 't. ^, , f` � W. F� � : .. ",+.''`tis .,� �' , , y, '� ��•a '/ ,r j', %''.- .. I V , I _ N 1'• 'r f �; h ,� , < "�� . -'�, , •� 1_9 PA ESQ. 9 81 / > I I - 4 LOADING AREA J B ' . O v a "W f "h� V.A O ( ! ♦ WW � I t r mac' O OND � P /i cv / O / /i• 'C FIR\; 64 if / / 1� i T / ® / C� i ,lei / (/ $r 7' J/ 111/e / ao % / / Z if // i♦ o � / ao , o � � N � 2 � / J N V1 m 8 / o / m o 0 c W C4 9 a J a L 0 ,�, O o J ''` • ' 4 Q' O G C W., f w :: . �.. F • ......... m h Q J a L , «. .. {. G TYP. o I I 5 BU I LD I N G /Q �a \ 4 � f �: �' � � I i ( SETBACK LINE ,V v Q- J I 1 io V'' AZ, .E- o Q' Q' ' �xl 777777. N / r , ( t. I SP CF S h D d + r W 'l �•— .. `F. f ri J _ ,'/ . S 9 ,{ 15 IAA S. I 'l I _ ,r , r•h ,. • : ... ........... C: , ( �.:.. yW, '•• j- 111, '� X �{ ..� f;. 4> r 4 rr F1' �, ', I .� f''.. X., . F f` E f� X M :W �l •W ,W f�. / !' JJ h J fR F` f •',.: "W f� f ■ F �``''',:- •'`'� \ F•'�, r , ..F` \ �•,. `�. , : ``''W . F A ,•! "'' ' � .,'''tom ' ', /f , '^ '� %� "; � ' f' I , . y h : s�W F; F : 5(' `•lC' h'•f 'n r' IV 1 f— 'W f �' f O M F f � � 8 N'r W CE {s' P �. 2 S _ 'W rrrr' :O. r� r ' N S14 PLAN FO ` W ` f; : , ' —_ ____ — _.--- - - - - -- —- - - - -- DETAILS +==-------------- - - - --- -------- - - -. =J �— �r.� �� �• -- �. —� 4 �...yi'— r� —i ^ — �. • +k— �. -- -- -- —� •-- - -r OCR O ��� • • .� • • • ► • • .� • • . To----- .....� 615.62' NW '� SECCORr.;T18N /R3EE CALCULATED) '`'•'• PROPOSED 15 -FT EXISTING 8' UTILITY EASEMENT POSSIBLE FUTURE1 ( SANITARY SEWER DRIVE (BY OTHERS) ( EASEMENT 1 SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. 6LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF 1, /FT• & MAX. SLOPE OF 1: 2D. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS Vil-iERE INDICATED NEW PAVEMENT TO JOIN EXISTING. 17. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION PROPOSED SITE LEGEND © 2' CONCRETE CURB & GUTTER TYPE III © LIGHT DUTY PAVEMENT OD HEAVY DUTY PAVEMENT r r RIGHT -OF -WAY PAVEMENT ARCHITECTURAL PLANS) w.4 CONCRETE AO 6" STRAIGHT CONCRETE CURB © 2' CONCRETE CURB & GUTTER TYPE III © COMBINED WALK & CURB OD CONCRETE SIDEWALK O RETAINING WALL (REFER TO ARCHITECTURAL PLANS) O 4" SOLID WHITE, PAINT LINE © 4' SOLID BLUE, PAINT LINE (AAA SPACE) O ADA PARKING SIGN (VAN ACCESSIBLE AS NOTED) O PARKING BUMPER O A.D.A. RAMP O STAIRS (REFER TO ARCHITECTURAL PLANS) Q CONCRETE CENTER CURB TYPE 'D' ® HANDICAP ACCESSIBLE PARKING SPACE CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( Including, but not limited to, manholes, Inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - omog ¢ co co c I — Ln­d- 'o O co a) eZCo Lu vS QJ Oo Cl) ¢ L CD Z Lo C-4 Z L —n co J w F-- z Q W z v U w <� © l ❑E] Q CERTIFIED BY z O P 4 cc I cc a O N Co O W o. W wN 1.V N a- Ogg Og V O � ca N W CL Lam! v Z o a 9" O O RE 1 PER TAC 02/06/08 SHEET NO. c2D l OF DATE: 01 /17 /2008 DRAWN BY: PED CHK'D BY: wAB JOB N0. IN2007.1468 VISIONS IN20071468.CE.0O21 SP J SP J