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06 c200 site layout plan
NOTES: 1. ALL LAYOUT DIMENSIONS SHALL BE TAKEN FROM 3. GENERAL CONTRACTOR SHALL VERIFY LOCATIONS OF �_%8•$7,=7 titTHE NEW BUILDING AND SHALL BE PARALLEL ALL EXISTING UTILITIES PRIOR TO THE BEGINNING W WITH THE PROPERTY LINES. OF CONSTRUCTION. �� � � x/28.26• ALL DISTURBED AREAS (CONCRETE, ASPHALT PAVEMENT, 4, ALL CONCRETE SIDEWALKS SHALL HAVE TOOLED SMOOTH �-_ DIRT, AND GRAVEL) SHALL BE PATCHED BACK TO TmP ORIGINAL CONDITION WITH "LIKE" CONSTRUCTION. 5. ALL EXPANSION JOINTS PARK NGLOTM PARKING SPACESTO MBE ) HSTRIPED WITH %\�N 760"WHITE" PAINT WITH THE EXCEPTION OF HANDICAP SPACES � ,07" W WHICH ARE TO BE PAINTED "BLUE". wis215-76, IT c ap � - 1 �Twin II AI/rkI h II b rM INE y • �� r 4. 0 - - 4 %I : " °. .IIT III / YY — w O R IIII I I. I II I I I Go- I C III I T I TV III I jl I 111 n 1 �I J ( ui d n Addition III ^l �I FINISH FLOOILD--ING \ / ooh rea fec,7460711 SQ.ft � LINE INDICATES CONSTRUCTI ��I" of EO .. LIMITS �' a ,*Ell _ O W� II3 blp \. = ZONEDI jO I O ' 2 o I �Ih a II : B3 ° o l �II31 444 r, Io `zm O O o0 o +IVo �I O\\\\ o O in �a �; o 11 Y r g III 3 Ill 3d w BUILDING ADDITION LAYOUT NO E: •II l II I 0I itI I II wo SII p/ Pla .ante o SII s, Fa r S j.I� III was �IVL I IN - � 'o SIL \� 60 I III � III a �� o' Cut I Sit 7/7 �'i — 1 lit- �. . o --------L L L L .. .:. �� _ -_ tl II �� t O m - • a VZ CONCRET€ SIDEWALK�•�--yo I, L 9 �O�e 3 3 3b • R50'� of =0 RS Q <T ,w CURBING LAYOUT SYMBOL INFORMATION: HATCH INDICATES: a SYMBOL INDICATES: SYMBOL INDICATES: 6"tall CONCRETE CURB AND GUTTER e 67'tall STRAIGHT CONCRETE CURB PER GENERAL SITEWORK DETAILS PER GENERAL SITEWORK DETAILS © SYMBOL INDICATES: ® SYMBOL INDICATES: 6"tall CONCRETE CURB AND GUTTER 6"tall CONCRETE CURB AND GUTTER WITH REVERSE SLOPE TO MATCH EXISTING CURBING PER GENERAL SITEWORK DETAILS HATCH INDICATES: SYMBOL INDICATES: SYMBOL 4" BITUMINOUS BASE ON e laIBI CURB AND GUTTER 4"tall CONCRETE CURB AND GUTTER WITH REVERSE SLOPE PER GENERAL SITEWORK DETAILS TO MATCH EXISTING CURBING SYMBOL INDICATES: 6' COMPACTED GRANULAR FILL 4"tall CONCRETE CURB AND GUTTER 44.0'long CONCRETE RETAINING WITH REVERSE SLOPE O WALL (SEE SITEWORK DETAILS) PER GENERAL SITEWORK DETAILS 4" COMPACTED GRANULAR F'_ PAVEMENT INFORMATION: HATCH INDICATES: NORMAL DUTY PAVEMENT OF 1" HOT ASPHALT SURFACE OVER 2" BITUMINOUS BASE ON 6" COMPACTED No.53 STONE TOTAL AREA: 85,700.0 sill (SEE SITEWORK DETAILS) HATCH INDICATES: ® HEAVY DUN PAVEMENT Oh 1 HOT ASPHALT SURFACE OVER 3" BITUMINOUS BASE ON 8" COMPACTED Nri STONE TOTAL AREA: 29,800.0 sq.ft. (SEE SITEWORK DETAILS) HATCH INDICATES: HEAVY DUTY PAVEMENT OF 1 HOT ASPHALT SURFACE OVER 4" BITUMINOUS BASE ON 8" COMPACTED No.53 STONE TOTAL AREA: 36,400.0 Sel (SEE SITEWORK DETAILS) HATCH INDICATES: 6' CONCRETE SLAB WITH 6-6-6 W.W.F. OVER 6' COMPACTED GRANULAR FILL TOTAL AREA: 8,9000 sq ft_ (SEE SITEWORK DETAILS) HATCH INDICATES: d CONCRETE SIDEWALK WITH 6-6-6 W.W.F. OVER 4" COMPACTED GRANULAR F'_ TOTAL AREA: 7,250.0 SO 11 (SEE SITEWORK DETAILS) LAYOUT SYMBOL INFORMATION: ALL HANDICAP RAMPS SHALL BE TINED AWWW 4" CONCRETE AND SHALL INCLUDE AT THE BOTTOM OF RAMP: TRUNCATED DOME SYSTEM BY ARMOR -TILE TACTILE SYSTEM TRIDEN/WHITE CAP CONST. SUPPLY 4510 INDUSTRIAL ROAD FORT WAYNE, INDIANA 46825 PH: (800) 553-7173 6" PIPE BOLLARDS (SEE O /o p /®7 SITEWORK DETAILS) `, �'sA'? 3 METAL HANDICAP PARKING SIGNS `J ER`7A�T l E /Q� (SEE SITEWORK DETAILS) /� METAL IVAN' HANDICAP PARKING SIGNS CONSTRU��T'7 / ON o -g (SEE SITEWORK DETAILS) O � 77� LLC, T 4� TINED CONCRETE HANDICAP RAMPS GROIJl 1.1 ,C, h /r BICIIC E Fulls( SIEEI (SEE SITEWORK DETAILS) < / /r BICYCLE MCN (TYPICAL 8) 570 pue ni Now Suite 610 5 7 0 sq.x 6"th ck CN,. III letter, 4vion ONCRETE PAD 'LINE IN MATES CONSTRUCTION FOR NEW ELECTRICAL TRANSFORMER zs.ssre �.. 317 sssxse1 TLIMITS BICYCLE RACKS AREA (SEE DETAIL, THIS PAGE) SYMBOL INDICATES: " 18'• LOADAREAS LOCATION OF 2) 12.0'x 40. C 24 ' / 0 h R368 0 a4! p 0.w R�,so b Ip 148.67 L.F. OF NEW 'ALLAN wnLL' IYaWw w x iYd!ilip,_oL>�1wlEFE toor '0 RETAINING WALL I � MM^rED ,Z .� a asTm 18.00 rbc 1 '-7i K10 CONCIMMse BICYCLE PARKING ELEVATION (SIDE VIEW) IIIIIIIIe 0(,eyes !—3.0'wite CONCRETE STRIP SCALE: NO SCALE �1 T 1 AT NEW TRENCH DRAINEQUAL 4'-0" 4'-0" 4'-0" EQUAL J 1 4 it III RETA KING WALLNEW 'ALLAN WALL' _ LLT LTL B DI LI E♦a� 00 lF]- r 12"wide x 30"long x 12"deep C NCRETE I� I 1. _ ANCHOR I I I I I I ot ;o ^ I OR BASE WITH RACK MOUNT D �.I I �.I I ICA - �. � I� o - -- -- -- '2 0 z S -Oh-- 2 O >/' V 10" INTO CONCRETE (TYPICAL 4) Lr .,� PL,a t..l C..I 60.0'bsl ^> 08 �a1 Sp, 05 ( o 00 .00 00 1.00 13.00' 5.00' 0 9.00 4 ° -� V b No.. ate Stamped: o Jo 0 o Q o 8.00' 6.00' 5.00' 0 9.00 5. 5.00' 1 V CANOPY LINE / / 1]021 OB 15 201] rk so. 5.00'4', rP) d o' ° I RIGHT—OF—WAY PAVING NOTE: --------------------------------------- - Dawn By: Checked y By: Scale: '. 10 _ 09 'So _ 08 _ Arv5 11 _ III All Paving within The Existing And Proposed city 1 _ caw tab I'm 30.0' �.' w .w T I Department Way Shall Conform ing To The Requirements o The CANOPY COLUMNS i IN b - - - - Of nn . Th r De arimant M Engineering a Contractor steal Contact b b - - - P 9 � 9 CAD FlLE. I, � 1 s. ba ferf and ,y. � III The Department or Egm«nng m sheave A o a 0 0 0 c � re -Construction Meeting To Review The Department's TYPICAL BICYCLE RACK PLAN < c\t7ort\ADD •1• lateid pm.a.g I III I o I co st or R<a' is st tr N tr t - - - - _ _ _ _ _ SCALE: 1•� 5.0' t5.0 buffer yard --� - To Review d I v t F c t' n g or Thw e And I 4 NEW MONUMENT SIGN NEW .0 D wide ASPHALT PATH (BY OT„ERS) - L (� To Work Wlthln The Existing g And PrOf The oposed DAs It epartment Of-Tway. �,N al NEW MONNMILNI SIGN --T� (BY OTHERS) Q 0Np NEW 10.0'wide ASPHALT PATH (BY OTHERS) — — — — — — — — — — — — — — — — — - — e * * e IN 7/ WIN WIN lilill lilill lilill lilill MIN lilill lilill lilill MIN a M lilin lilill MIN lilill lilill lilill lilill MIN M lilin lilin MIN MIN --�, — 28.391 I g�-JT.� �_--____�_—G�Ztr� ------I—__ ________ _____________ __ _____ ---- --- ----- ----------------- m` �l�r V////IIIIIII \� --------------------------------------- Q y I Tv^ PWwti F---- CERTIFlED 6Y. -T-r-r-l-T-T-r-rte-T-r-rT$e� STREET 96th STREET SITE LAYOUT PLAN vm ft THIS DRAWING Is THE PROPERTY or 96th 65 2'wlde PAVED STREET Tr I M lF 65.2'wide PAVED STREET SCALE 1 = 30.0 vERsInEE CONSTRUCTION cBouP, U.C. Arvr 11 wRle TR16HTY�-•1A�1 -r-1-T-r-rT�-T-`-��-�-T-r-f �-�-T-T-r-� I-T-T-��- -- -- ---------- --------- ��g�Q �.fl��1gAq---------- I_�______���_______________�����___�t�-D��-->--________ _____ ALTERATION TO THIS DRAWING IS STRICTLY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �_} yyy�� 1 1 1 1• L -1-e-1-1 _— a �) PROHIBITED WITHOUT THE PRIOR WRITTEN _ ��--i��Til 1 H--F��T�—T��Tr yI1—�1--tz_ � ----------=ter-- _______________�_�_�_L-L-J-1-'" IN 90.00'00• E '190.0' J ____________________________________EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS CONSENT AND UAL LI THE DIRECTION OF SE RIAE VI iNITY F TELE WORK TIR BE DONE HEREUNDERETARE INDICATED THE PROFESSIONAL LICENSOR WHOSE SEAL LINE INDICATES CONSTRUCTION TRAFFIC CONTROL NOTE: THE VICINITY OF THE WORK TO BE DONE HEUER ARE INDICATED Is AFFIXED TO THIS DRAWING. LIMITS RELEASED FOR CONSTRUCTION-----------------------------------------------------------------------------------------------------------------------------------BITE60f4TRAGFOR-S4AEreB�SP@NSIBLE----------------------------------------�LE_DRAWmcsnNu_TaTIJE Tsuc N neMATIn As--- SHWTm. OBTAINING ALL TRAFFIC CONTROL AND/OR BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR INC200 SudjecHocompliance with all regulations — TEMPORARY ROAD CLOSURE PERMITS FOR PREPARING THIS DRAWING_ THERE IS NO GUARANTEE AS TO THE imme of State and local Codes - — — — — — — — — — — — — — — — _ — — — — ALL WORK TO BE ACCOMPLISHED IN THE _ — mA PE &FACIE TR L9IAPLETDGESS rr MT AGFORMRIIO7,, 'RNP AR eee EXISTING RIGHT-OF-WAY. _ — — m m RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF IS City of Carmel ® � — — — — — — — — m m m EXPRESSLY DISCLAIMED. n — GENERAL -- �1vmlD lbnrJnwaL DATE: \ 09/10/18