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HomeMy WebLinkAbout05100024 Civil Construction Plans Rcv. 9/21/2005 DOCSKII <' L)rAAAIKIr♦r_-L) -r i I T I I /♦ IVf\ I\L_IVInIIVVLI\ I I\V.:I � L_L_v f-\I L. IN U.. I ♦J I V -�/ I -llV- fill- ll�� /. \lVV -7rNKI l /�. /'�I I ^IKIr -^^ r11 ^TL)I / ♦T L_IJIVIIV \7. 0� L- v.:IIVL_.:.: V1.:11\Ivl CARMEL DRIVE (PUBLIC, N89 °551 00 1? E 172.21' / ^I I ^If\ Ir-^^ r♦I ^TL)1 / ♦T TOPOGRAPHIC SURVEY SCALE: 1. = 20' • i 1 JI ti ash 1=1 E71 U00 __ _.'� � _3 0 w z J w c� z Q cn W CARMEL DR E 116th ST SITE LOCATION MAP sruc: Hor ro sriic P RINFORFWATION OJECT PROPERTY OWNER/APPLICANT BURGER KING CORPORATION 5505 BLUE LAGOON DRIVE, P.O. BOX 070783 MIAMI, FLORIDA 33102 ZONING INFORMATION PARCEL ZONING: BUSINESS DISTRICT (B -8) EXISTING USE: RESTAURANT, DRIVE -THRU PARCEL ADDRESS: 613 EAST CARMEL DRIVE CARMEL, INDIANA 46032 STRUCTURE SETBACKS FRONT: 25 FEET SIDE: 10 FEET REAR: 11 FEET FLOODPLAIN INFORMATION BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN ZONE X OF THE FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA, MAP NUMBER 1805CO228F, BEARING AN EFFECTIVE DATE OF FEBRUARY 19, 2003. SOILS INFORMATION USDA NRCS DATA INDICATES THE FOLLOWING SOILS ARE PRESENT AT THE SITE: Br BROOKSTON SILTY CLAY LOAM MmB2 MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED CrA CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES SEE BELOW FOR LOCATIONS OF USDA SOIL TYPES ON -SITE: I I I� LEGEND O IRON FOUND o co CO CO LO P STORM IRON SET ' ST --"'_ ST �"� I NAIL FOUND co m IA NAIL SET 0 O .-.. -. 0 ST ----- s ST --'— :c co In O MANHOLE Lu e CATCH BASIN LL ST �- ST - --'"_- CATCH BASIN �� i ® WATER VALVE �� ........... � �i�G y,Q.��Qd�TA���•ti�/ 0 CURB STOP HYDRANT % .I, CONCRETE 0 PAY PHONE V POWER POLE No. e Z LIGHT POLE • = 10504991 = ` .. GUY ANCHOR O o TELEPHONE RISER 3" DECID. ❑ M ❑ CONC. SIDEWALK ®,�� �DHAL� =BRICK = CONC. SIDEWALK ' SIGN I U ° + o SANITARY CLEAN -OUT 3" DECID. SHRUB (TYP.) Q 3" DECID. 3" DECID. 12" DECID. =_ O < � Z U) Z 00 O ° ° U Z W � 0 MONUMENT N N 10" DECID. U w FLAG POLE SIGN U FLAG POLE ¢ CL o w T I� :3 w — �TOP IGN_ N I 10' SIDE 10' SIDE m Rp N D SETBACK SETBACK Q,�p� -� ,� 20 BRICK ���2`°`'TUrE a _ PS COLUMN (TYP. ry �3 CONC. SIDEV�ALK z O l I0 0 0 0 c� o CTI ti �h SHRUBS ( YP. 3 N I 5' ORNAMENTAL FENCE (TYP.) lb�Z"� N BENCH �� 3 CONp' Si ALK OVERHANG PLAY STRUCTURE AND TABLE (SEATS 8) o 0 0 °ti0o 000 0 oQo �o I v~i V1 4 -SEAT 2 -SEAT TABLE (TYP.) TABLE (TYP.) ti J C>i Q I I ,) / 1 J_ f 0/� BURGER KING I 1 (" ) � ; ;� c� V / y Z #4685 , / I O BLDG. HT.: 15.5 FT 1J (r) C� c� , LIJ c�Q� FLOOR AREA: 2,900 S.F. FINISH FLOOR: 834.0 L; j i_ P c -- ,` I rte♦ _U) Li ll \J �YJ j - C 1 T <7 IYL n `J C> cl U F- L1- � ry � /� W/ 0 -7 L - O s5 V) LIJ - _; G _ F_ 0 r CONC. SIDEWALK ( i_ LIJ LIJ C� I <C 11C N TRASH s < A CONCRETE ENCLOSURE � A vj i 1`�`)/ �•`�� \ + 10" SPRUCE 3 I I `J\ ^/ /� �✓ J SHRUBS _ _- 11 % \ii�ll / / 8, MAPLE fir; \ / rn D / / I/ SHRUBS—,,, /III�olk + _ 8" SPRUCE AVJ i \ \A 6" SPRUCE � \, PERENNIAL // 111\\\ + 8" MAPLE PREVIE /I BOARD GONG I V1 Z 10" DECID. MENU BOARD SQ�P\. P 6 CONC. CURB a Z SPEAKER POST 20' BLUE SPRUCE CLEARANCE SIGN /�� 10" MAPLE 8" MAPLE i "W Z S89'55'00 171.81' ST ST S ST ST ST T ST ST ST ST ST 36" STORM St SAN SAN SAN SAN SAN Lu mQ ow - N I L) I\ Q � L) 1) E r'\ 1) r L)Tl r-^ I\ I I \VI L_I\ 1IL_- r- TL)I I ^T \r- L)nv �) L_L I I \V�.I UI I \V I , ^ / ♦I Ir-Ir1 vl IL_IV �� A L) / ♦r -I Kin I nl \v�L_ IVV.. 'I h I ♦J- 1 r\ -1 nr\ r\n rN 1 h n 1 -7 I V -v I- UU- \J \l i - IJIJ - V -\ I v\ - 7nnIINl / ♦. Vl ll . '1 /'I nlr_.^.)^ .: f1i ^T^ I / ♦T I ^IlvlI V1.-` 1�' I / ^I I ^If\ Ir-^^ r♦I ^TL)1 / ♦T TOPOGRAPHIC SURVEY SCALE: 1. = 20' • i 1 JI ti ash 1=1 E71 U00 __ _.'� � _3 0 w z J w c� z Q cn W CARMEL DR E 116th ST SITE LOCATION MAP sruc: Hor ro sriic P RINFORFWATION OJECT PROPERTY OWNER/APPLICANT BURGER KING CORPORATION 5505 BLUE LAGOON DRIVE, P.O. BOX 070783 MIAMI, FLORIDA 33102 ZONING INFORMATION PARCEL ZONING: BUSINESS DISTRICT (B -8) EXISTING USE: RESTAURANT, DRIVE -THRU PARCEL ADDRESS: 613 EAST CARMEL DRIVE CARMEL, INDIANA 46032 STRUCTURE SETBACKS FRONT: 25 FEET SIDE: 10 FEET REAR: 11 FEET FLOODPLAIN INFORMATION BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN ZONE X OF THE FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA, MAP NUMBER 1805CO228F, BEARING AN EFFECTIVE DATE OF FEBRUARY 19, 2003. SOILS INFORMATION USDA NRCS DATA INDICATES THE FOLLOWING SOILS ARE PRESENT AT THE SITE: Br BROOKSTON SILTY CLAY LOAM MmB2 MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED CrA CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES SEE BELOW FOR LOCATIONS OF USDA SOIL TYPES ON -SITE: I I I� LEGEND PROPERTY LINE - - - - RIGHT -OF -WAY SECTION LINE CENTER LINE --- - - - - -- EASEMENT SAN SAN SANITARY SEWER SANITARY SERVICE w w WATER MAIN WATER SERVICE ST ST STORM SEWER SILT FENCE -- T-- - -T - -- TELEPHONE CABLE -- E-- - -E - -- ELECTRIC -- G-- - -G - -- GAS 11H off OVERHEAD LINES FENCE CONTOUR (MAJOR) - - - ---- CONTOUR (MINOR) 0OOcom < to LO 'IT O O IRON FOUND o co CO CO LO O IRON SET �Xcoc�c; A NAIL FOUND co m IA NAIL SET 0 O .-.. -. 0 BM BENCHMARK :c co In O MANHOLE Lu e CATCH BASIN LL El CATCH BASIN �� i ® WATER VALVE �� ........... � �i�G y,Q.��Qd�TA���•ti�/ 0 CURB STOP HYDRANT % • 0 ' V POWER POLE No. e Z LIGHT POLE • = 10504991 = ` dl T GUY ANCHOR STATE i o TELEPHONE RISER • .• �,` �:�� ®•'•• �OtAdl;••' ���`' ...........�o� ❑ M ❑ ELECTRIC METER GAS METER ®,�� �DHAL� M8 0 MAILBOX ��►Ilsiu tt SIGN ° POST o SANITARY CLEAN -OUT PROPERTY LINE - - - - RIGHT -OF -WAY SECTION LINE CENTER LINE --- - - - - -- EASEMENT SAN SAN SANITARY SEWER SANITARY SERVICE w w WATER MAIN WATER SERVICE ST ST STORM SEWER SILT FENCE -- T-- - -T - -- TELEPHONE CABLE -- E-- - -E - -- ELECTRIC -- G-- - -G - -- GAS 11H off OVERHEAD LINES FENCE CONTOUR (MAJOR) - - - ---- CONTOUR (MINOR) 0OOcom < to LO 'IT O oIt �00 o co CO CO LO co CD o we 0 r_ if) Q C° Y N W �Xcoc�c; a_2~ _J N� U O D co m Q wL�iN I­ Z t� N W Q Q 0 O .-.. -. 0 W Z°H O a :c co In z , Lu W • LL F- I..d Z U _ OZ W D o Lu � U) 0.. WQ U °O w • 0 M > V Z Z }0 O J U W w 0 U) Z z Z W U _ O �.. pD — O U - =_ O � Z U) Z 00 O Z� U Z W � 0 Y LO O o W Q I O Z o � 0 Z LJ Z 00F0 EL Woo O F_Z�q wo3(L L� p� pQ a Z W U Y Z U 0 Z 0 0 o LIJ < O S t� ZO0m Q CL '0110 in, 0 Z o t5 Lai a°°L,JNm o N go F_ o Mcxm N o� 0 °W3 Z z_ °Wv� f-0w °'SaJ 0 V)0Zp ZU )Z°°Z U m m Y Q O wO�m Z 0H NO WjjEo� 1401 m CLd00� CR oa� �F9am J Q U ZZ = O o o oa U�e)� O Z Q O O Y © Z W ° U_ !a F Q N �ww�ZJ° U dmOF-'0 CC O OOL �W Z U O U 3 ix LO oIt �00 0) co CD o we 0 r_ if) Q C° Y N W zOf} mrn1 a_2~ _J N� U O D m , Q wL�iN I­ Z t� N W Q Q ' W Z°H O a z Q oQ W • U F- I..d l OZ W D o p X01 EL G o © 0.. WQ U ° U • V � (L cl) O 0 w Y U w Z O U CL w U :3 w m m LO O o W Q I O Z o � 0 Z LJ Z 00F0 EL Woo O F_Z�q wo3(L L� p� pQ a Z W U Y Z U 0 Z 0 0 o LIJ < O S t� ZO0m Q CL '0110 in, 0 Z o t5 Lai a°°L,JNm o N go F_ o Mcxm N o� 0 °W3 Z z_ °Wv� f-0w °'SaJ 0 V)0Zp ZU )Z°°Z U m m Y Q O wO�m Z 0H NO WjjEo� 1401 m CLd00� CR oa� �F9am J Q U ZZ = O o o oa U�e)� O Z Q O O Y © Z W ° U_ !a F Q N �ww�ZJ° U dmOF-'0 CC O OOL �W Z U O U 3 ix LO co CD V_ X W a z Q oQ W 5 Q J U W W0 WQ U o V � (L cl) O i, 3 3" DECID. Z 0 0 co u Ei 0 0 CONC. SIDEWALK + CARMEL DRIVE PUBLIC N89 °55'00 "E 172.21' I 12" RCP STORM ST ST -- ST �0 3 ST -�� ST �- ST -- CONCRETE PAY PHONE O CONC. SIDEWALK a SHRUB (TYP.) -(r 3" DECID. V73" DECID. 10" DECID y FLAG POLE FLAG POLE 4 20" BRICK YP, I - P - COLUMN (TYP.) 5 TYP r N 5' ORNAMENTAL FENCE (TYP.) 2 BENCH PLAY STRUCTURE 3 AND TABLE (SEAT T I r 2 N r Y N J w V) O C3 o I C14 L vo SQ I P r N s r N I I r N r N I I r N L ST -i ST st I N z Z ��TOP SIGiy- CONC. SIDEWALK ooF -a h {, CONC SI ALK y 600 ly; 4 -SEAT 2 -SEAT TABLE (TYP.) TABLE (TYP.) 1 3" DECID. 2" DECID. MONUMENT SIGN 1> T STRUCTURE D 1 _ I 3 BURGER KING #4685 BLDG. HT.: 15.5 FT FLOOR AREA: 2,900 S.F. FINISH FLOOR: 834.0 J w CONC. SIDEWALK CONCRETE RUBS (TYP.�I I I � VERHANG I 3 TYP. I I 3 P I o I Gila I In 0 o (n TRASH ' I ENCLOSURE) ll> 5 + _ 10" SPRUCE ® > SHRUBS---' 8" MAPLE Z SHR BS /II1���\ + - 8" SPRUCE cJ > 6" SPRUCE DEMOLITION PLAN. SCALE: 1 " = 20' • 0 -0 DEMOLITION NOTES 1. THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK IN ORDER TO BECOME FAMILIAR WITH ALL THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE PRIOR TO SUBMISSION OF BIDS. 2. THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, APPLIANCES AND MATERIALS NECESSARY TO FULLY COMPLETE ALL OPERATIONS IN CONNECTION WITH THE CLEARING, BACKFILLING AND GRADING IN STRICT ACCORDANCE WITH THIS SECTION OF THE SPECIFICATIONS AND AS SHOWN AND NOTED ON THE DRAWINGS. 3. CLEARING AND GRUBBING SHALL CONSIST OF THE SATISFACTORY DISPOSAL OF ALL VEGETATION, TOGETHER WITH THE DOWN TIMBER, SNAGS, BRUSH, WEEDS, STONES, BOULDERS, RUBBISH, STUMPS, HEDGES, PAVEMENTS, UTILITIES AND ALL OTHER OBSTRUCTIONS RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND AND THE SURFACE OF THE EXCAVATED AREAS. CLEARING OPERATIONS SHALL BE CONDUCTED SO AS TO PROVIDE FOR THE SAFETY OF EMPLOYEES AND OTHERS. 4. OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR EXECUTION OF WORK. 5. NOTIFY APPLICABLE UTILITIES COMPANIES AND ARRANGE FOR CUT OFF OF ALL FACILITIES AND PROTECT ALL REMAINING FACILITIES. 6. PROVIDE ADEQUATE PROTECTION OF PUBLIC ADJACENT PROPERTY WHERE REQUIRED. 7. ALL EQUIPMENT AND MATERIALS RESULTING FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL REMOVE SAME FROM SITE UNLESS STATED OTHERWISE BY CONTRACT. 8. ALL EXISTING STRUCTURES SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING, BUT NOT LIMITED TO, FOOTINGS, UTILITIES, AND ANY PAVEMENT, ETC. 9. MASONRY SHALL BE DEMOLISHED IN SMALL SECTIONS. BRACING AND SHORING SHALL BE USED WHERE NECESSARY TO AVOID COLLAPSE OF THE STRUCTURE. 10. STREETS AND ROADS SHALL BE KEPT CLEAN OF DEBRIS. 11. ALL MATERIALS, RUBBISH AND DEBRIS RESULTING FROM THE DEMOLITION OR CLEARING OF THE SITE SHALL BE PROMPTLY REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. 12. EXCEPT AS DESIGNATED, DO NOT REMOVE, CUT, DEFACE, INJURE OR DESTROY TREES OR SHRUBS WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER OR ENGINEER. PROVIDE NECESSARY PROTECTION FOR TREES & SHRUBS IN SUCH AREAS AS TO PREVENT INJURY, DEFACING, DESTRUCTION OR OTHER DAMAGE BY CONSTRUCTION OPERATIONS. DO NOT USE TREES OR SHRUBS AS ANCHORAGE POINTS FOR ANY ROPES, CABLES, OR GUYS WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER. REPLACE TREES AND OTHER LANDSCAPING FEATURES DAMAGED BY UNAUTHORIZED ACTIVITIES AS DIRECTED BY THE ENGINEER. 13. IRRIGATION SYSTEM TO REMAIN. DAMAGE TO IRRIGATION LINES OR OTHER APPURTENANCES SHALL BE REPAIRED TO PROVIDE FULL COVERAGE IRRIGATION TO LANDSCAPED AREAS. KEYED DEMOLITION NOTES O1 REMOVE EXISTING CONCRETE PATIO. NOTE TO CONTRACTORi PLAYGROUND AREA CONSISTS OF 2' PLAYGROUND MATTING OVER CONCRETE. FULLY REMOVE CONCRETE AND MATTING. SAWCUT ALONG BUILDING FOUNDATION AS NECESSARY. CUTTING SHALL BE NEAT AND PARALLEL /PERPENDICULAR TO BUILDING FACE. O REMOVE EXISTING PLAYGROUND STRUCTURES, BENCHES, TABLES, AND OTHER PATIO FURNISHINGS. O3 REMOVE BRICK PILLARS AND FOUNDATIONS, ELECTRICAL LINES SHALL BE PROPERLY ABANDONED BY PLUGGING OR CAPPING CONDUITS OR FULLY REMOVING THE ABANDONED LINES. O4 REMOVE EXISTING ORNAMENTAL FENCING. O REMOVE EXISTING SHRUB /LANDSCAPING. FULLY REMOVE ROOT BALL AND BACKFILL WITH CLEAN FILL. LOCATION OF EXISTING UTILITIES HOLEY MOLEY SAYS "DIG SAFELY" EXISTING PUBLIC UTILITIES AND KNOWN UNDERGROUND STRUCTURES ARE SHOWN ON THE PLANS. THE INFORMATION SHOWN IS BELIEVED TO BE REASONABLY CORRECT AND COMPLETE. HOWEVER, NEITHER THE CORRECTNESS OR THE COMPLETENESS OF SUCH INFORMATION IS GUARANTEED. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IUPPS AND REQUEST THE UTILITY COMPANIES TO MARK THE UTILITIES IN QUESTION. �- SPECIAL CARE SHALL BE TAKEN IN EXCAVATING IN THE PROXIMITY OF ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR ANY UTILITIES WITHIN THE EXCAVATION, PROVIDE PROPER TH E LAW" COMPACTION UNDER ANY UNDERMINED UTILITY CALL 2 WORKING DAYS BEFORE YOU DIG STRUCTURE AND IF NECESSARY, INSTALL TEMPORARY 1-800-382-5544 SHEETING OR USE A TRENCH BOX TO MINIMIZE THE CALL TOLL FREE EXCAVATION. CONTRACTOR SHALL PROTECT AND PER INDIANA STATE LAW IC8 -1 -26. SAVE HARMLESS FROM DAMAGE ALL UTILITIES, ABOVE IT IS AGAINST THE LAW TO EXCAVATE OR BELOW THE GROUND SURFACE, WHICH MAY BE WITHOUT NOTIFYING THE UNDERGROUND ENCOUNTERED DURING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. LEGEND Z IRON FOUND PERENNIAL O IRON SET Dui 0° • NAIL FOUND U �>-� I& 8" MAPLE r PREVIE BOARD BENCHMARK a =r pUU O z q> DECID. CATCH BASIN p N CA Ld Q B U BOARD ' Cee0� P a SPEAKER POST 6" CONC. CURB Z 0:. 4".. ��i,,� I// 20' BLUE SPRUCE /i�� HYDRANT ���e�'�� ]Q; •' �`�,T�i$'••,�/'P CLEARANCE SIGN I , ' :' �� ®'� -3 8" MAPLE • 10" MAPLE GUY ANCHOR °: 10504991 i + S89 055'00 "W Z 171.81' ELECTRIC METER S ST ST ST ST ST ST ST ST ST 36" STORM MAILBOX SIGN �`�` • ltsldct�% SAN SAN SAN SAN -SAN DEMOLITION PLAN. SCALE: 1 " = 20' • 0 -0 DEMOLITION NOTES 1. THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK IN ORDER TO BECOME FAMILIAR WITH ALL THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE PRIOR TO SUBMISSION OF BIDS. 2. THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, APPLIANCES AND MATERIALS NECESSARY TO FULLY COMPLETE ALL OPERATIONS IN CONNECTION WITH THE CLEARING, BACKFILLING AND GRADING IN STRICT ACCORDANCE WITH THIS SECTION OF THE SPECIFICATIONS AND AS SHOWN AND NOTED ON THE DRAWINGS. 3. CLEARING AND GRUBBING SHALL CONSIST OF THE SATISFACTORY DISPOSAL OF ALL VEGETATION, TOGETHER WITH THE DOWN TIMBER, SNAGS, BRUSH, WEEDS, STONES, BOULDERS, RUBBISH, STUMPS, HEDGES, PAVEMENTS, UTILITIES AND ALL OTHER OBSTRUCTIONS RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND AND THE SURFACE OF THE EXCAVATED AREAS. CLEARING OPERATIONS SHALL BE CONDUCTED SO AS TO PROVIDE FOR THE SAFETY OF EMPLOYEES AND OTHERS. 4. OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR EXECUTION OF WORK. 5. NOTIFY APPLICABLE UTILITIES COMPANIES AND ARRANGE FOR CUT OFF OF ALL FACILITIES AND PROTECT ALL REMAINING FACILITIES. 6. PROVIDE ADEQUATE PROTECTION OF PUBLIC ADJACENT PROPERTY WHERE REQUIRED. 7. ALL EQUIPMENT AND MATERIALS RESULTING FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL REMOVE SAME FROM SITE UNLESS STATED OTHERWISE BY CONTRACT. 8. ALL EXISTING STRUCTURES SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING, BUT NOT LIMITED TO, FOOTINGS, UTILITIES, AND ANY PAVEMENT, ETC. 9. MASONRY SHALL BE DEMOLISHED IN SMALL SECTIONS. BRACING AND SHORING SHALL BE USED WHERE NECESSARY TO AVOID COLLAPSE OF THE STRUCTURE. 10. STREETS AND ROADS SHALL BE KEPT CLEAN OF DEBRIS. 11. ALL MATERIALS, RUBBISH AND DEBRIS RESULTING FROM THE DEMOLITION OR CLEARING OF THE SITE SHALL BE PROMPTLY REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. 12. EXCEPT AS DESIGNATED, DO NOT REMOVE, CUT, DEFACE, INJURE OR DESTROY TREES OR SHRUBS WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER OR ENGINEER. PROVIDE NECESSARY PROTECTION FOR TREES & SHRUBS IN SUCH AREAS AS TO PREVENT INJURY, DEFACING, DESTRUCTION OR OTHER DAMAGE BY CONSTRUCTION OPERATIONS. DO NOT USE TREES OR SHRUBS AS ANCHORAGE POINTS FOR ANY ROPES, CABLES, OR GUYS WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER. REPLACE TREES AND OTHER LANDSCAPING FEATURES DAMAGED BY UNAUTHORIZED ACTIVITIES AS DIRECTED BY THE ENGINEER. 13. IRRIGATION SYSTEM TO REMAIN. DAMAGE TO IRRIGATION LINES OR OTHER APPURTENANCES SHALL BE REPAIRED TO PROVIDE FULL COVERAGE IRRIGATION TO LANDSCAPED AREAS. KEYED DEMOLITION NOTES O1 REMOVE EXISTING CONCRETE PATIO. NOTE TO CONTRACTORi PLAYGROUND AREA CONSISTS OF 2' PLAYGROUND MATTING OVER CONCRETE. FULLY REMOVE CONCRETE AND MATTING. SAWCUT ALONG BUILDING FOUNDATION AS NECESSARY. CUTTING SHALL BE NEAT AND PARALLEL /PERPENDICULAR TO BUILDING FACE. O REMOVE EXISTING PLAYGROUND STRUCTURES, BENCHES, TABLES, AND OTHER PATIO FURNISHINGS. O3 REMOVE BRICK PILLARS AND FOUNDATIONS, ELECTRICAL LINES SHALL BE PROPERLY ABANDONED BY PLUGGING OR CAPPING CONDUITS OR FULLY REMOVING THE ABANDONED LINES. O4 REMOVE EXISTING ORNAMENTAL FENCING. O REMOVE EXISTING SHRUB /LANDSCAPING. FULLY REMOVE ROOT BALL AND BACKFILL WITH CLEAN FILL. LOCATION OF EXISTING UTILITIES HOLEY MOLEY SAYS "DIG SAFELY" EXISTING PUBLIC UTILITIES AND KNOWN UNDERGROUND STRUCTURES ARE SHOWN ON THE PLANS. THE INFORMATION SHOWN IS BELIEVED TO BE REASONABLY CORRECT AND COMPLETE. HOWEVER, NEITHER THE CORRECTNESS OR THE COMPLETENESS OF SUCH INFORMATION IS GUARANTEED. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IUPPS AND REQUEST THE UTILITY COMPANIES TO MARK THE UTILITIES IN QUESTION. �- SPECIAL CARE SHALL BE TAKEN IN EXCAVATING IN THE PROXIMITY OF ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR ANY UTILITIES WITHIN THE EXCAVATION, PROVIDE PROPER TH E LAW" COMPACTION UNDER ANY UNDERMINED UTILITY CALL 2 WORKING DAYS BEFORE YOU DIG STRUCTURE AND IF NECESSARY, INSTALL TEMPORARY 1-800-382-5544 SHEETING OR USE A TRENCH BOX TO MINIMIZE THE CALL TOLL FREE EXCAVATION. CONTRACTOR SHALL PROTECT AND PER INDIANA STATE LAW IC8 -1 -26. SAVE HARMLESS FROM DAMAGE ALL UTILITIES, ABOVE IT IS AGAINST THE LAW TO EXCAVATE OR BELOW THE GROUND SURFACE, WHICH MAY BE WITHOUT NOTIFYING THE UNDERGROUND ENCOUNTERED DURING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. LEGEND PROPERTY LINE - - - - RIGHT -OF -WAY SECTION LINE CENTER LINE - — EASEMENT SAN SAN SANITARY SEWER SANITARY SERVICE w w WATER MAIN WATER SERVICE ST ST STORM SEWER SILT FENCE - - - -T- - - -T- TELEPHONE CABLE - - - -E- - - -E- ELECTRIC -- G-- - -G - -- GAS OH off OVERHEAD LINES FENCE CONTOUR (MAJOR) — CONTOUR (MINOR) Q°n°�rn o to X�c;c*; qT 000(°°)0) O 0) = O M co w_ Z U Z w w co °o w co co > Z C� w w z z' III z O U F- co O U Y= L Z }. O QU OCQ Z z0 ¢O w= -O oZ (go zFn zw �o o� �00 • IRON FOUND O IRON SET Dui 0° • NAIL FOUND U �>-� I& NAIL SET r BM BENCHMARK a =r pUU O MANHOLE WW(jj e CATCH BASIN p N CA Ld Q B CATCH BASIN 0 O F- ® WATER VALVE t,ttt��titltsl>!ril�����,� 0 CURB STOP 0:. 4".. ��i,,� J HYDRANT ���e�'�� ]Q; •' �`�,T�i$'••,�/'P POWER POLE ' :' �� ®'� -3 LIGHT POLE • IL GUY ANCHOR °: 10504991 i oT TELEPHONE RISER ; STATE OF �� •e,.. 0EM ELECTRIC METER •: . ''•.4vD1x%A.x %I, , oGM GAS METER a, too ��`� l011 k%, oMe ¢ MAILBOX SIGN �`�` • ltsldct�% o o POST SANITARY CLEAN -OUT PROPERTY LINE - - - - RIGHT -OF -WAY SECTION LINE CENTER LINE - — EASEMENT SAN SAN SANITARY SEWER SANITARY SERVICE w w WATER MAIN WATER SERVICE ST ST STORM SEWER SILT FENCE - - - -T- - - -T- TELEPHONE CABLE - - - -E- - - -E- ELECTRIC -- G-- - -G - -- GAS OH off OVERHEAD LINES FENCE CONTOUR (MAJOR) — CONTOUR (MINOR) Q°n°�rn o to X�c;c*; qT 000(°°)0) O 0) = O M co w_ Z U Z w w co °o w co co > Z C� w w z z' III z O U F- co O U Y= L Z }. O QU OCQ Z z0 ¢O w= -O oZ (go zFn zw �o o� �00 00 Dui 0° oLr,-) Y L0 Z LLI U �>-� N w rn°' r m N J 04 0 LLI a =r pUU m �. V Q WW(jj (- MM Z p N CA Ld Q z vX z L 0 O F- O =Q U a- LL- J Q U z J W 0 0o >0 o D I IL p U 0 w Y U Z w 0 U � W U) m m L0 O w O Q O z o ckf 0 w } a d Z W Z o O ic O _ o Woo �ZE9 W 0 m D O w O Z_ O U z O o Y O U O O ai w �0�= �ZO 00 m a B FaF o z op N N U W Z 0 0 Of Q CL 0 NZL.JO no � 0 v `''N_m O oho ua m V) I L> Q 0uj z oN 0-m W D p U J O d 0 Z w Z z J m U W 5 U ZZ Y Q mmw OuJ ZOw §Em N s W W = 0 p O N U a�o� U CL}. �o 0EL (Uxj 0 0 =M,6 ® F W m � N 2 W W Z 0 U d m OZ 0 Q w Z U 0 0 3 :W Ln 00 W z (491 W o �Q J Q � �� Z J Q F-2 o J w << �U W c 2 SITE PLAN SCALE: 1 " = 20' • 0 -� ___1 r__1 ff Ir *71 r EVERGREENTREE () DECIDUOUS TREE EVERGREEN TREE - (� 'V GROUND LINE TO BE THE SAME 4 W Ir �, DECIDUOUS TREE - PRUNE BACK 1/4" ON -SITE AS EXISTED AT THE NURSERY 4 SPRAY WITH ANTI DESICCANT ACCORDING TO MANUFACTURER'S INSTRUCTIONS - IF FOLIAGE IS PRESENT, DOUBLE STRAND OF 10 GAUGE GARDEN HOSE GALVANIZED WIRE TWISTED. WH 3 GUYS OF 10 GAUGE TWISTED �,y - NOTC EDDENDI (7' CEDAR 2KP RT TREE WIRE 120' APART - AROUND TREE. BACK BURLAP FROM TO OF BALL TURNBUCKLE 2" BRICK CHIPS BACKFILL WITH TOPSOIL AND PEAT MOSS 3:1 4" SOIL SAUCER RATIO BY VOLUME IN 9" LAYERS. WATER EACH LAYER UNTIL SETTLED. 24" X 2" X 2" STAKE DRIVEN NOTE: WRAP FLUSH WITH FINISHED GRADE. DECIDUOUS TREES OVER CAL WITH BUR LAP OR ASPHALTIC � l t Z f YY !: S- S" KRINKLE KRAFT TREE t 1' C 4 r t WRAP. 6' MIN. 4 v s ` 6• ' MIN. ` 12' MIN. _LOOSEN [--�6EIHT G MIN 8 FORTPLANTS EQUALS TWICE BALL DIAMETER SUBSOIL EQUALS TWICE ER 4 HEIGHT MIN. BALL DIAMETER LANDSCAPE PLANTING 833.70 1 J 6 w' a � �. ow Z -{-' O / j. 83 D.82; Z / X X p w �I 5 %1 MAX. MATCH "�- 833.5f 4 + + % T i SCALE: NOT TO SCALE EXISTING CONCRETE SIDEWALK / 06\ 6 27' -8" / 833.62 833.62 4' -0" DOUBLE -ROW 8" BRICK PAVERS ON STACK BOND V a a �C4 5._0» 8 "x8" BRICK PAVERS r SQ. (4) AT EACH CORNER 3 O ; 4 ° �nBUILDING LINE 834.0 834.0 MATCH 01 io ^=o viKi� MATCH uvrwL_rX r�nIMP #4685 BLDG. HT.: 15.5 FT FLOOR AREA: 2,900 S.F. FINISH FLOOR: 834.0 ENLARGED PLAN SCALE: 3/16" = 1' -0" KEYED PLAN NOTES Oi NEW LANDSCAPING, SEE PLANTING SCHEDULE, RESTORE LANDSCAPE MULCH IN ALL EXISTING BEDS WITH LIKE MATERIALS, O2 NEW TABLES, ALL FURNISHINGS PROVIDED BY WAUSAU TILE. PHONEi (800) 388 -8728 A. MODEL TF3105 (2 SEATS, ACCESSIBLE) B. MODEL TF3115 (4 SEATS) C. MODEL TF3120 (8 SEATS) ONEW WASTE RECEPTACLE. PER BURGER KING SPECIFICATIONS, O4 4' CONCRETE SLAB W/ TROWELED JOINTS, SEE DETAIL THIS SHEET OS BRICK PAVERS - PAVERL❑CK CONCRETE PAVERS, COLOR - OTTAWA CREEK, SEE DETAIL THIS SHEET, C❑NTACTi CURLEY BUILDING MATERIAL, INC. 105 W. CARMEL DRIVE CARMEL, INDIANA 46032 PH❑NEi (317) 846 -2566 OTOPS ❑IL, SOD, AND IRRIGATE. O 833.70 a 00 I cV CV 1�� 6 0 z 0' 4' 8' 12' F77 I PLANTING SCHEDULE USE STRAIGHT EDGE AS GUIDE WHILE "R' TROWELING JOINT - DEEP. STACKED BOND CLAY BRICK PAVERS W/ HAND TIGHT JOINTS. 4" 3,000 PSI CONCRETE SACK MIX) 4 < 1" BEDDING SAND COMPACTED SAND F / E T BASE / r. i f COMPACTED SUBGRADE CONCRETE PAWTIBRICK PAVER SCALE: NOT TO SCALE poochrn QLnLo It0) Q�XcoMc� 0m (0 cy) It 0) CA 0 rn 2 O M M CN C'4 W E U U) c°o j M O U Z LL Z �O z J 0 w 0 w 0U) z z Z z0 w Q= Z w 0 O L �o U =_ O- z z � c� 0 ? (n U z w � 0 4 o� 00 Z F W - Ow d Oij Z Um_ Y ACV w Z�� m �rn O CL 7 v m _�. Q ►� w Q N > Z OW O c) a =Q � • W z 0-9 ° O °O o° CL O U • w Y V w z 0 V a_ Ld U GENERAL CONSTRUCTION NOTES- m m 1. 1HE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF EXISTING ON SITE FACILITIES ABOVE AND UNDERGROUND. THE CONTRACTOR IS RESPONSIBLE FOR THE o REMOVAL FROM THE SITE OF ALL DEMOLISHED MATERIALS, THE FILLING OF ALL N Iw- CEPRESSIONS CAUSED BY DEMOLITION AND GRADING OF THESE AREAS SO AS NOT TO BE Q°; o OBJECTIONABLE TO VIEW. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY o FRECAUTIONS IN THE PERFORMANCE OF HIS WORK. Z 2. REMOVE ALL VEGETATION, ROLL AND COMPACT AREAS BEFORE REPLACING FILL. FILL SHALL BE PLACED IN 6 " -8" LAYERS LOOSE MEASURE AND COMPACTED TO 95 % %% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D -1557 - LATEST EDITION. FILL SHALL BE LOCALLY ACCEPTABLE AND SUITABLE FOR FILL PURPOSES. 3. THE CONTRACTOR SHALL BE REQUIRED TO STABILIZE SLOPED AREAS. THE CONTRACTOR o SHALL GRADE AND SEED OR SOD THE AREA WITH THE PROVISION THAT HE SHALL r MAINTAIN THE SEEDED OR SODDED AREA AS REQUIRED UNTIL SUCH TIME THAT THERE IS o W Z SUITABLE GROWTH TO ADEQUATELY PROTECT THE EMBANKMENT. THE MAXIMUM ALLOWABLE W_ IL SLOPE SHALL BE 2:1. CONTRACTOR SHALL MATCH EXISTING GRADES AT ALL PROPERTY O W =05 zo LINES AROUND SITE, UNLESS OTHERWISE SHOWN ON GRADING PLAN. FINISHED GRADING W 0 3 AND LANDSCAPING BY LANDSCAPE CONTRACTOR. GENERAL CONTRACTOR IS TO GRADE ALL D tk o W o Z LANDSCAPED AREAS TO WITHIN 2" (.17') OF FINISHED GRADES. ALL GRADES SHOWN ON ® Z U s Z GRADING PLAN ARE FINISHED GRADES. ��i ° ° 0 Wm FzMa0 4. DIMENSIONS, BUILDING LOCATION AND GRADING OF THIS SITE ARE BASED ON AVAILABLE 9; INFORMATION AT TIME OF LAYOUT. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY 4 N ci 3 ° SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE ° ° o 0 W REPORTED TO THE ENGINEER PRIOR TO STARTING CONSTRUCTION. 0 z a' 0 N ? 5. ALL CONSTRUCTION OF UTILITIES TO BE IN ACCORDANCE WITH LOCAL BUILDING CODES. W ° W O � N ° 6. LOCATION OF UNDERGROUND UTILITIES, EXISTING OR PROPOSED, ARE APPROXIMATE OR �r W m SCHEMATIC. LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD PRIOR TO O o ANY CONSTRUCTION. U m N 7. GENERAL CONTRACTOR IS TO INCLUDE IN BID ALL UTILITY COSTS NECESSARY TO PROVIDE 8 m Oj QZ COMPLETE ELECTRICAL SERVICE, SEWER TIE -IN, TAP FEES, CONNECTION COSTS AND ° o N 3 WATER SERVICE AS REQUIRED BY LOCAL CODES AND UTILITY COMPANIES. ° cn o c o 8. CONCRETE SIDEWALKS TO BE 3,000 PSI CONCRETE, 4" THICK, WITH 6X6- W1.4XW1.4 ; ow- -i O �B WELDED WIRE MESH REINFORCED WHERE DESIGNATED. v 80 z zU9z° 9. ALL WORK TO BE PERFORMED THAT IS NOT COVERED BY THESE PLANS SHALL BE B m m Y CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STATE, COUNTY, OR LOCAL CODES. ALL O W o o m WORK IN PUBLIC RIGHT -OF -WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL iz- Z N REQUIREMENTS AND STANDARDS. W § E 0. APPROVED ALTERNATE TO DETAILS ARE NOTED WITH INDIVIDUAL DETAILS. ANY OTHER V) 0 c rwl OX MATERIALS THAT ARE TO BE SUBSTITUTED, OTHER THAN SPECIFIED, ARE TO BE SUBMITTED WITH SPECIFICATIONS AND DETAILS TO ENGINEER PRIOR TO FINAL BIDS. ZZ = O O O a Z 0 Y < a LEGEND .R_aN�N of w Z p Udm01- 0 o0 L_ �w L> z 0 0 0 3 m KEY QTY. BOTANICAL NAME COMMON NAME SIZE • IRON FOUND 0 12 Juniperus virginiona 'Grey Owl' Grey Owl Red Cedar 18 " -24" HT. 0 IRON SET NAIL FOUND • 3 Myrica Pensylvanica 'Morton' Northern Bayberry 18 " -24" HT. IL NAIL SET O 14 Buxus Sempbervirens 'Vardar Valley' Vardar Valley Boxwood 18 " -24" HT. BM BENCHMARK O MANHOLE 9 Berberis thunbergii 'Sparkle' Sparkle Barberry 18 " -24" HT. 6 CATCH BASIN B CATCH BASIN Q 10 Cotoneaster dommeri Bearberry Cotoneaster 18 " -24" HT. 0 WATER VALVE 0 CURB STOP 0 11 Hosta 'June' June Hosta #1 Pot HYDRANT 10 Hosta 'Royal Standard' Royal Standard Hosta #1 Pot POWER POLE 0 26 Imperata cylindrica 'Rubra' Japanese Bloodgrass #1 Pot LIGHT POLE GUY ANCHOR 6 Deschampsia cespitosa 'Northern Lights' Tufted hair grass #1 Pot cT TELEPHONE RISER ;1tt111�1��� 0�M ELECTRIC METER ® w. Up �ioi� OMB GAS METER ,� ��•.........,��r,� o MAILBOX o POST NO. = o SANITARY CLEAN -OUT co 110504991 10504991 STATE OF tr!t PROPERTY LINE - - - - RIGHT -OF -WAY LO CARMEL DRIVE PUBLIC — — SECTION LINE — CENTER LINE W N89.55'00 "E 172.21' (D ' I' SANITARY SERVICE S P STORM ORM ST ---- -- ST w I WATER SERVICE Q ° Z Q ST ST STORM SEWER z ST �— ST ---� ST —� W Z CABLE CE - v w -- E-- - -E - -- ELECTRIC 2 ST ---�— -- G-- - -G - -- GAS 13H OVERHEAD w v W LINES m ., CONCRETE PAY PHONE CONTOUR (MAJOR) ---- - -- - - - - -- -- CONTOUR (MINOR) I.L O CONC. SIDEWALK BRICK CONC. SIDEWALK a 3" DECID. + SHRUB (TYP.) 12" DECID. Q 3" DECID. 3" DECID. Pw o 3" DECID. ° MONUMENT N N 10" DECID. " FLAG POLE SIGN F- 0 FLAG POLE LL_ T F_ �- —STOP SICL\1— 10' SIDE ♦ 10' SIDE SETBACK P I 1 5 I 3 SETBACK o CONC. DEWALK 1 O O 6 1 I rn � N V I SEE ENLARGED PLAN --� 4 THIS SHEET 1 OVERANG I I I TYP. ♦ y Q '' 3 0 O BURGER KING I I I— z #4685 , O BLDG. HT.: 15.5 FT FLOOR AREA: 2,900 S.F. FINISH FLOOR: 834.0 N I J W I 1 I w o O ° io I O O Z CONC. SIDEWALK TRASH y CONCRETE ENCLOSURE ' I z Z y _ + 10" SPRUCE ® 3 8" MAPLE Z 8" SPRUCE I 6" SPRUCE H + D 1 - PERENNIAL y R�� 8" MAPLE PREVIEA / BOARD + GONG I > � D Z 10" DECID. � o MENU BOARD a 6" CONC. CURB H SPEAKER POST Z 20' BLUE SPRUCE L 14 CLEARANCE SIGN 1 J + ��� - 10" MAPLE 8" MAPLE i � � + >� Z + _ S89 55 00 W 171.81 ST ST S1--A_ ST ST ST T ST ST ST ST ST L 36" STORM Y StSAN I SAN SAN SAN SAN � Q oLq V) SITE PLAN SCALE: 1 " = 20' • 0 -� ___1 r__1 ff Ir *71 r EVERGREENTREE () DECIDUOUS TREE EVERGREEN TREE - (� 'V GROUND LINE TO BE THE SAME 4 W Ir �, DECIDUOUS TREE - PRUNE BACK 1/4" ON -SITE AS EXISTED AT THE NURSERY 4 SPRAY WITH ANTI DESICCANT ACCORDING TO MANUFACTURER'S INSTRUCTIONS - IF FOLIAGE IS PRESENT, DOUBLE STRAND OF 10 GAUGE GARDEN HOSE GALVANIZED WIRE TWISTED. WH 3 GUYS OF 10 GAUGE TWISTED �,y - NOTC EDDENDI (7' CEDAR 2KP RT TREE WIRE 120' APART - AROUND TREE. BACK BURLAP FROM TO OF BALL TURNBUCKLE 2" BRICK CHIPS BACKFILL WITH TOPSOIL AND PEAT MOSS 3:1 4" SOIL SAUCER RATIO BY VOLUME IN 9" LAYERS. WATER EACH LAYER UNTIL SETTLED. 24" X 2" X 2" STAKE DRIVEN NOTE: WRAP FLUSH WITH FINISHED GRADE. DECIDUOUS TREES OVER CAL WITH BUR LAP OR ASPHALTIC � l t Z f YY !: S- S" KRINKLE KRAFT TREE t 1' C 4 r t WRAP. 6' MIN. 4 v s ` 6• ' MIN. ` 12' MIN. _LOOSEN [--�6EIHT G MIN 8 FORTPLANTS EQUALS TWICE BALL DIAMETER SUBSOIL EQUALS TWICE ER 4 HEIGHT MIN. BALL DIAMETER LANDSCAPE PLANTING 833.70 1 J 6 w' a � �. ow Z -{-' O / j. 83 D.82; Z / X X p w �I 5 %1 MAX. MATCH "�- 833.5f 4 + + % T i SCALE: NOT TO SCALE EXISTING CONCRETE SIDEWALK / 06\ 6 27' -8" / 833.62 833.62 4' -0" DOUBLE -ROW 8" BRICK PAVERS ON STACK BOND V a a �C4 5._0» 8 "x8" BRICK PAVERS r SQ. (4) AT EACH CORNER 3 O ; 4 ° �nBUILDING LINE 834.0 834.0 MATCH 01 io ^=o viKi� MATCH uvrwL_rX r�nIMP #4685 BLDG. HT.: 15.5 FT FLOOR AREA: 2,900 S.F. FINISH FLOOR: 834.0 ENLARGED PLAN SCALE: 3/16" = 1' -0" KEYED PLAN NOTES Oi NEW LANDSCAPING, SEE PLANTING SCHEDULE, RESTORE LANDSCAPE MULCH IN ALL EXISTING BEDS WITH LIKE MATERIALS, O2 NEW TABLES, ALL FURNISHINGS PROVIDED BY WAUSAU TILE. PHONEi (800) 388 -8728 A. MODEL TF3105 (2 SEATS, ACCESSIBLE) B. MODEL TF3115 (4 SEATS) C. MODEL TF3120 (8 SEATS) ONEW WASTE RECEPTACLE. PER BURGER KING SPECIFICATIONS, O4 4' CONCRETE SLAB W/ TROWELED JOINTS, SEE DETAIL THIS SHEET OS BRICK PAVERS - PAVERL❑CK CONCRETE PAVERS, COLOR - OTTAWA CREEK, SEE DETAIL THIS SHEET, C❑NTACTi CURLEY BUILDING MATERIAL, INC. 105 W. CARMEL DRIVE CARMEL, INDIANA 46032 PH❑NEi (317) 846 -2566 OTOPS ❑IL, SOD, AND IRRIGATE. O 833.70 a 00 I cV CV 1�� 6 0 z 0' 4' 8' 12' F77 I PLANTING SCHEDULE USE STRAIGHT EDGE AS GUIDE WHILE "R' TROWELING JOINT - DEEP. STACKED BOND CLAY BRICK PAVERS W/ HAND TIGHT JOINTS. 4" 3,000 PSI CONCRETE SACK MIX) 4 < 1" BEDDING SAND COMPACTED SAND F / E T BASE / r. i f COMPACTED SUBGRADE CONCRETE PAWTIBRICK PAVER SCALE: NOT TO SCALE poochrn QLnLo It0) Q�XcoMc� 0m (0 cy) It 0) CA 0 rn 2 O M M CN C'4 W E U U) c°o j M O U Z LL Z �O z J 0 w 0 w 0U) z z Z z0 w Q= Z w 0 O L �o U =_ O- z z � c� 0 ? (n U z w � 0 4 o� 00 Z F W - Ow d Oij Z Um_ Y ACV w Z�� m �rn O CL 7 v m _�. Q ►� w Q N > Z OW O c) a =Q � • W z 0-9 ° O °O o° CL O U • w Y V w z 0 V a_ Ld U GENERAL CONSTRUCTION NOTES- m m 1. 1HE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF EXISTING ON SITE FACILITIES ABOVE AND UNDERGROUND. THE CONTRACTOR IS RESPONSIBLE FOR THE o REMOVAL FROM THE SITE OF ALL DEMOLISHED MATERIALS, THE FILLING OF ALL N Iw- CEPRESSIONS CAUSED BY DEMOLITION AND GRADING OF THESE AREAS SO AS NOT TO BE Q°; o OBJECTIONABLE TO VIEW. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY o FRECAUTIONS IN THE PERFORMANCE OF HIS WORK. Z 2. REMOVE ALL VEGETATION, ROLL AND COMPACT AREAS BEFORE REPLACING FILL. FILL SHALL BE PLACED IN 6 " -8" LAYERS LOOSE MEASURE AND COMPACTED TO 95 % %% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D -1557 - LATEST EDITION. FILL SHALL BE LOCALLY ACCEPTABLE AND SUITABLE FOR FILL PURPOSES. 3. THE CONTRACTOR SHALL BE REQUIRED TO STABILIZE SLOPED AREAS. THE CONTRACTOR o SHALL GRADE AND SEED OR SOD THE AREA WITH THE PROVISION THAT HE SHALL r MAINTAIN THE SEEDED OR SODDED AREA AS REQUIRED UNTIL SUCH TIME THAT THERE IS o W Z SUITABLE GROWTH TO ADEQUATELY PROTECT THE EMBANKMENT. THE MAXIMUM ALLOWABLE W_ IL SLOPE SHALL BE 2:1. CONTRACTOR SHALL MATCH EXISTING GRADES AT ALL PROPERTY O W =05 zo LINES AROUND SITE, UNLESS OTHERWISE SHOWN ON GRADING PLAN. FINISHED GRADING W 0 3 AND LANDSCAPING BY LANDSCAPE CONTRACTOR. GENERAL CONTRACTOR IS TO GRADE ALL D tk o W o Z LANDSCAPED AREAS TO WITHIN 2" (.17') OF FINISHED GRADES. ALL GRADES SHOWN ON ® Z U s Z GRADING PLAN ARE FINISHED GRADES. ��i ° ° 0 Wm FzMa0 4. DIMENSIONS, BUILDING LOCATION AND GRADING OF THIS SITE ARE BASED ON AVAILABLE 9; INFORMATION AT TIME OF LAYOUT. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY 4 N ci 3 ° SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE ° ° o 0 W REPORTED TO THE ENGINEER PRIOR TO STARTING CONSTRUCTION. 0 z a' 0 N ? 5. ALL CONSTRUCTION OF UTILITIES TO BE IN ACCORDANCE WITH LOCAL BUILDING CODES. W ° W O � N ° 6. LOCATION OF UNDERGROUND UTILITIES, EXISTING OR PROPOSED, ARE APPROXIMATE OR �r W m SCHEMATIC. LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD PRIOR TO O o ANY CONSTRUCTION. U m N 7. GENERAL CONTRACTOR IS TO INCLUDE IN BID ALL UTILITY COSTS NECESSARY TO PROVIDE 8 m Oj QZ COMPLETE ELECTRICAL SERVICE, SEWER TIE -IN, TAP FEES, CONNECTION COSTS AND ° o N 3 WATER SERVICE AS REQUIRED BY LOCAL CODES AND UTILITY COMPANIES. ° cn o c o 8. CONCRETE SIDEWALKS TO BE 3,000 PSI CONCRETE, 4" THICK, WITH 6X6- W1.4XW1.4 ; ow- -i O �B WELDED WIRE MESH REINFORCED WHERE DESIGNATED. v 80 z zU9z° 9. ALL WORK TO BE PERFORMED THAT IS NOT COVERED BY THESE PLANS SHALL BE B m m Y CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STATE, COUNTY, OR LOCAL CODES. ALL O W o o m WORK IN PUBLIC RIGHT -OF -WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL iz- Z N REQUIREMENTS AND STANDARDS. W § E 0. APPROVED ALTERNATE TO DETAILS ARE NOTED WITH INDIVIDUAL DETAILS. ANY OTHER V) 0 c rwl OX MATERIALS THAT ARE TO BE SUBSTITUTED, OTHER THAN SPECIFIED, ARE TO BE SUBMITTED WITH SPECIFICATIONS AND DETAILS TO ENGINEER PRIOR TO FINAL BIDS. ZZ = O O O a Z 0 Y < a LEGEND .R_aN�N of w Z p Udm01- 0 o0 L_ �w L> z 0 0 0 3 m KEY QTY. BOTANICAL NAME COMMON NAME SIZE • IRON FOUND 0 12 Juniperus virginiona 'Grey Owl' Grey Owl Red Cedar 18 " -24" HT. 0 IRON SET NAIL FOUND • 3 Myrica Pensylvanica 'Morton' Northern Bayberry 18 " -24" HT. IL NAIL SET O 14 Buxus Sempbervirens 'Vardar Valley' Vardar Valley Boxwood 18 " -24" HT. BM BENCHMARK O MANHOLE 9 Berberis thunbergii 'Sparkle' Sparkle Barberry 18 " -24" HT. 6 CATCH BASIN B CATCH BASIN Q 10 Cotoneaster dommeri Bearberry Cotoneaster 18 " -24" HT. 0 WATER VALVE 0 CURB STOP 0 11 Hosta 'June' June Hosta #1 Pot HYDRANT 10 Hosta 'Royal Standard' Royal Standard Hosta #1 Pot POWER POLE 0 26 Imperata cylindrica 'Rubra' Japanese Bloodgrass #1 Pot LIGHT POLE GUY ANCHOR 6 Deschampsia cespitosa 'Northern Lights' Tufted hair grass #1 Pot cT TELEPHONE RISER ;1tt111�1��� 0�M ELECTRIC METER ® w. Up �ioi� OMB GAS METER ,� ��•.........,��r,� o MAILBOX o POST NO. = o SANITARY CLEAN -OUT co 110504991 10504991 STATE OF tr!t PROPERTY LINE - - - - RIGHT -OF -WAY LO — — SECTION LINE — CENTER LINE W --- - - - - -- EASEMENT (D SAN SAN SANITARY SEWER SANITARY SERVICE w w WATER MAIN w WATER SERVICE Q ° Z Q ST ST STORM SEWER z SILT FENCE - - - — —T— — — —T TELEPHONE W Z CABLE CE - v w -- E-- - -E - -- ELECTRIC 2 Uj -- G-- - -G - -- GAS 13H OVERHEAD w v W LINES m FENCE CONTOUR (MAJOR) ---- - -- - - - - -- -- CONTOUR (MINOR) I.L CJ